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Item 12 - Plans
2041 EAST STREET PMB 475, CONCORD, CA 94520 g l o b e a t e l i ê PERMIT SET GA24-WSI019 SOUTHLAKE TOWN SQUARE_REFRESH 1440 CIVIC PLACE,BUILDING 3-C, SOUTHLAKE, TX 76092 MARCH 12, 2026 PROJECT TEAMCC O P Y R I G H TG L O B E A T E L I EOWNER: SAN FRANCISCO, CA 94111 753 DAVIS STREET WSI PROJECT MANAGER:STRUCTURAL ENGINEER:MECHANICAL/ ELECTRICAL/ PLUMBING: WILLIAMS-SONOMA, INC. CONTACT: SEAN MCLOUGHLIN smcloughlin@wsgc.com PROJECT ARCHITECT: TEXAS LICENSE NO: BR 4868 GLOBEATELIE LLC GLOBEATELIÊ PROJECT CONSULTANT: 614.563.4883 101 FALLS PARK DRIVE, SUITE 601 BRITT, PETERS & ASSOCIATES, INC GREENVILLE, SC 29601CONCORD, CA 94520 2041 EAST STREET PMB 475, CONTACT: ALIANA RAMOS aliana@globeatelie.com RENDERING SHOWN FOR ILLUSTRATIVE PURPOSES ONLY JACKS CONSTRUCTION MANAGEMENT MOLLY JACKS 415.385.7050 CIVIL ENGINEER: 101 FALLS PARK DRIVE SUITE 601 BRITT, PETERS & ASSOCIATES, INC GREENVILLE, SC 29601 CONTACT: MOLLY JACKS molly@jackscm.com CONTACT: GARRETT JOHNS gjohns@BrittPeters.com 757.963.8904 CONTACT: KATE CULLEY-RAPATA kate@globeatelie.com CONTACT: JOHN CONNELLY jconnelly@brittpeters.com CONTACT: MATT LEE matt.lee@coffman.com 737.667.2891 901 S MOPAC EXPY, COFFMAN ENGINERS BARTON OAKS PLAZA FOUR, STE 343 AUSTIN, TX 78746 864.281.2891 _ 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 XX XX XX XX XX XX XX XX XX XX 1 2 3 4 XX XX MATCH LINE XX A00.01 TITLE SHEET YM AR PROJECT INFORMATION SCOPE OF WORK OCCUPANT LOAD - EXISTING REQUIRED EXITS (SECTION 1006.2.1) NUMBER OF EXITS REQUIRED PROVIDED 50-500 OCC.2 2 EXIT WIDTH REQUIRED PROVIDED 111 OCC. x 0.20 22.2"180" EXIT ACCESS TRAVEL DISTANCE MAX. TRAVEL DISTANCE ALLOWED ACTUAL 250'-0"150'-4" EXITING CALCULATIONS- EXISTING MEANS OF EGRESS SIZING (SECTION 1005.3) DOORS AND OTHER EGRESS COMPONENT UNIT WIDTH = 0.2 INCHES PER OCCUPANT (WITH SPRINKLERS PER TABLE 1017.2) PLUMBING REQUIREMENTS APPLICABLE CODES DEFERRED SUBMITTALS / SEPARATE SUBMITTALS FIRE SUPPRESSION SUBMITTALS IF REQUIRED EXTERIOR SIGNAGE TO BE UNDER SEPARATE PERMIT SITE MAP SHEET INDEX ABBREVIATION INDEX ANNOTATION SYMBOLS DETAIL # X TITLE X" = 1'-0" N1 # CALL-OUT NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER ELEVATION CALL-OUT # WALL TYPE DEMO NOTES FINISH / DETAIL NOTES ## KEY NOTES NORTH ARROW ROOM NAME #ROOM NUMBER DATUM POINT LEVELS X'-X" A.F.F. LOCATION DRAWING TITLE -- DOOR TAG REVISION TAG AND CLOUD COLUMN GRID X-X IT TAG X ELEVATION NUMBER SHEET NUMBER ROOM ELEVATIONS SECTIONS SECTION NUMBER SHEET NUMBER MATCH LINE ROOM NAME GENERAL NOTES 1. THE USE OF THESE DOCUMENTS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE OR REPRODUCTION OF THE DOCUMENTS, WHOLE OR IN PART, FOR ANY OTHER PURPOSE IS PROHIBITED. ARCHITECT RETAINS ALL RIGHTS OF OWNERSHIP. 2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, NOTIFY THE ARCHITECT. CONSTRUCTION PLAN SUPERSEDES ALL OTHER PLANS. ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, CERAMIC TILE, V.C.T., SLATWALL, ETC. 3. THIS SET OF DOCUMENTS IS NOT ALL-INCLUSIVE AND IS MEANT TO SHOW THE INTENT OF THE SCOPE OF WORK. THE CONTRACTOR SHALL BID ALL WORK INVOLVED WITH A NORMALLY ANTICIPATED SCOPE OF WORK. 4. ALL WORK SHALL COMPLY WITH THE APPLICABLE CODES, AMENDMENTS, RULES, REGULATIONS, ORDINANCES, LAWS, ORDERS, APPROVALS, ETC. THAT ARE REQUIRED BY PUBLIC AUTHORITIES. IN THE EVENT OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO THE CURRENT APPLICABLE EDITIONS OR PUBLICATIONS. 5. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS, FIELD VERIFY ALL DIMENSIONS, INSPECT EXISTING FIELD CONDITIONS AND CONFIRM THAT THE WORK CAN BE BUILT AS SHOWN IN THE CONSTRUCTION DRAWINGS. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND THE EXISTING CONDITIONS AS OBSERVED ON SITE BY THE CONTRACTOR AND/OR ANY SUBCONTRACTORS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 6. ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS LOCATING STRUCTURAL ELEMENTS ARE TO CENTERLINE OF STEEL COLUMNS AND STEEL BEAMS, UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO PARTITIONS OR OTHER NON-STRUCTURAL FINISHED ELEMENTS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE. 7. VERTICAL DIMENSIONS ARE FROM THE TOP OF FLOOR FINISH, ESTABLISHED BY THE CONTRACTOR AND SUBJECT TO THE APPROVAL OF THE OWNER OR ARCHITECT, UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR AND SUB-CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES, FOR THE PROTECTION OF PERSONS AND PROPERTY. 9. COORDINATE ALL WORK AS REQUIRED WITH THE LANDLORD'S REPRESENTATIVE (AS APPLICABLE) INCLUDING COMPLIANCE WITH "WORKING RULES", LOCAL NOISE ORDINANCES, THE USE OF ELEVATORS, TEMPORARY STORAGE, LOADING DOCKS, BUILDING KEYING SYSTEMS, ETC. PROVIDE NECESSARY BARRICADES, DUST PROOF BARRICADE LIGHTING, SIGNAGE, AND GUARDRAILS AS REQUIRED BY OWNER AND/OR APPLICABLE REGULATORY ADVISORY FOR THE PROTECTION OF BUILDING OCCUPANTS, WORKERS, AND PEDESTRIANS 10. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION AND FOR THE MEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE OF CONSTRUCTION, AS WELL AS FOR COORDINATION OF ALL REQUIRED WORK. 11. THE GENERAL CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS, FEES, AND INSPECTIONS AS MAY BE REQUIRED BY GOVERNING BODIES HAVING LEGAL JURISDICTION. 12. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING STRUCTURE AND SITE CONDITIONS PRIOR TO SUBMITTING BIDS. 13. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS, EITHER IN CONTRACT OR NOT IN CONTRACT, THEY SHALL BE RESPONSIBLE FOR LOSS AND/ OR DAMAGE TO THESE ITEMS. 14. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES, AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 15. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT AND NEIGHBORING TENANTS AND PROPERTY OWNERS. 16. EACH CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A/10BC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DURING CONSTRUCTION. 17. GENERAL CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM AND ALL CUTTING, PATCHING, RESTORING, REPAIRING, AND THE LIKE NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. ALL ROOF PATCHING SHALL RETURN AREA TO "LIKE NEW" CONDITION. PRIOR TO BIDDING, THE CONTRACTOR SHALL VERIFY ANY ROOF WARRANTIES WITH LANDLORD/OWNER AND INCLUDE IN CONTRACT. 18. THE GENERAL CONTRACTOR IS TO GUARANTEE ALL WORK INCLUDING WORK DONE BY SUB-CONTRACTORS FOR A PERIOD OF A MINIMUM ONE (1) YEAR COMMENCING WITH THE DATE OF SUBSTANTIAL COMPLETION OF THE WORK, OR AS STATED IN CONTRACT WITH OWNER, WHICHEVER IS GREATER. BID ALTERNATES VICINITY MAP WINDOW TAG -- C1 -- 1440 CIVIC PLACE,BUILDING 3-C, SOUTHLAKE, TX 76092 SOUTHLAKE TOWN SQUARE-REFRESH AREA:SQUARE FOOTAGE:OCCUPANT LOAD FACTOR:NO. OF OCCUPANTS: SALES 5,790 60 97 STOCK 4,137 300 14 MISCELLANEOUS 697 0 0 TOTAL 10,624 111 OWNER:WILLIAMS-SONOMA, INC. 753 DAVIS STREET SAN FRANCISCO CA 94111 CONTACT: SEAN MCLOUGHLIN EMAIL: smcloughlin@wsgc LANDLORD: KITE REALTY GROUP CONTACT: JASON KASAL EMAIL: JKasal@kiterealty.com PHONE: (972) 801-6010 LOT ADDRESS: 1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092 OCCUPANCY CLASSIFICATION: M-MERCANTILE CONSTRUCTION TYPE: II-B FIRE SUPPRESSION: YES, FULLY SPRINKLERED EXISTING SYSTEM BUILDING FIRE ALARM SYSTEM: YES EXIT SEPARATION (SECTION 1007.1.1) MAX. DIAGONAL DISTANCE MINIMUM PROVIDED (WITH SPRINKLERS) 41'-0"114'-3 1/4" (123'-0"/3) = FIXTURE TYPE LOAD REQUIRED PROVIDED MALE FEMALE MALE FEMALE COMBINED LAVATORY 1 PER 750 1 1 1 1 0 WATER CLOSET 1 PER 500 1 1 1 1 0 DRINKING FOUNTAIN 1 PER 1000 1 1 HI-LO MOP SINK NA 1 1 URINAL NA NA NA SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 NET SF NET SF NET SF GSF PARTIAL INTERIOR AND EXTERIOR REMODEL OF AN EXISTING TENANT IMPROVEMENT SPACE IN A SHOPPING CENTER. BUILD-OUT SCOPE INCLUDES FIXTURE & LIGHTING REPLACEMENT, REFINISHING EXISTING STOREFRONT FINISHES, NEW SIGNAGE, NEW CANOPY, AND NEW OUTDOOR PATIO WITH PERGOLA. NO PLUMBING OR MECHANICAL SCOPE. (NO CHANGES TO OCCUPANCY/ EXISTING RESTROOMS) (NO CHANGES TO OCCUPANCY) N N SOUTHLAKE TOWN SQUARE 1440 CIVIC PLACE,BUILDING 3-C, SOUTHLAKE, TX 76092 CL CENTERLINE MATCH-LINE NUMBER BUILDING: 2021 IBC - ORDINANCE NO. 1246 MECHANICAL: 2021 IMC - ORDINANCE NO. 1249 PLUMBING: 2021 IPC - ORDINANCE NO. 1250 FIRE: 2021 IFC - ORDINANCE NO. 1248 ENERGY: 2021 IECC - ORDINANCE NO. 1247 FUEL: 2021 IFGC - ORDINANCE NO.1251 RESIDENTIAL: 2021 IRC - ORDINANCE NO.1252 EXISTING BUILDING: 2021 IEBC: ORDINANCE NO.1253 PROPERTY MAINTANENCE: 2021 IPMC - ORDINANCE NO.1255 ACCESSIBILITY 2012 TEXAS ACCESSIBILITY STANDARDS (2012) ABV. A.C.T. A.F.F. BD. BLKG. B.O. C.L. CLG. COL. CONC. CONST. CONT. DEPT. DIA. EA. ELEV. EQ. EXST./(E) EXT. FLUOR. FRT. GA. G.C. GWB. HGT. HORIZ. H.M. I.D. INT. LAV. L.L. ACOUSTICAL CEILING TILE ABOVE FINISH FLOOR ALUMINUM AMERICAN SOCIETY FOR TESTING BOARD BLOCKING BOTTOM OF CENTERLINE CEILING COLUMN CONCRETE CONSTRUCTION CONTINUOUS DIAGONAL DIAMETER EACH ELEVATION EQUAL EXISTING EXTERIOR FLUORESCENT FIRE RETARDANT TREATED GAUGE GENERAL CONTRACTOR GYPSUM WALL BOARD HEIGHT HOLLOW METAL INSIDE DIMENSION INTERIOR LAVATORY LEASE LINE / LANDLORD MAX. M.D.F. MFG. MISC. MIN. MTD. MTL. N.I.C. (N) N.T.S. O.C. O.D. OPNG. OPP. PL. PLY. PREFIN. PM. QTY. (R) RAD. REFR. (REF) R.O. SAN. SECT. SIM. SPEC. SQ. S.F. S.S. STL. STRUCT. TEMP. T.O. TYP. UL. U.O.N. V.C.T. V.I.F. W/ | W/O WD. MAXIMUM MEDIUM DENSITY FIBERBOARD MANUFACTURER MISCELLANEOUS MINIMUM MOUNTED METAL NOT IN CONTRACT NEW NOT TO SCALE ON CENTER OUTSIDE DIMENSION OPENING OPPOSITE PLATE PLYWOOD PREFINISHED PROJECT MANAGER QUANTITY RELOCATED RADIUS REFRIGERATOR REFERENCE ROUGH OPENING SANITARY SECTION SIMILAR SPECIFICATION(S) SQUARE SQUARE FEET STAINLESS STEEL STEEL STRUCTURE / STRUCTURAL TEMPERATURE TOP OF TYPICAL UNDERWRITERS LABORATORIES UNLESS OTHERWISE NOTED VINYL COMPOSITE TILE VERIFY IN FIELD WITH | WITHOUT WOOD RCP. REFLECTED CEILING PLAN. MGR. MANAGER ADDL. ALT. ALUM. ARCH. ASTM. ABOVE ADDITIONAL ALTERNATE ARCHITECT(URAL) AND MATERIALS BLDG. BUILDING CAB. CABINET DIAG. DEPARTMENT DIM. DN. DIMENSION DOWN F.A. FIN. FIXT. FIRE ALARM FINISH FIXTURE F.O. FACE OF F.D. FIRE DEPARTMENT HORIZONTAL N/A NOT APPLICABLE REQD.REQUIRED R.T.U. ROOF TOP UNIT S.C. SOLID CORE STC. SOUND TRANSMISSION COEFFICIENT STD. STANDARD THK.THICK VERT.VERTICAL W.C. WATER CLOSET W.O. WHERE OCCURS FL.FLOOR SHEET ISSUED ON DATE INDICATED, WITH MODIFICATIONS SHEET ISSUED ON DATE INDICATED, NO MODIFICATIONS SOUTHLAKE TOWN SQUARE 1440 CIVIC PLACE,BUILDING 3-C, SOUTHLAKE, TX 76092 1A. NEW FIXTURE & INSTALLATION. SHELVES AND PINS WILL BE REUSED FROM RELOCATED FIXTURES. 2A. RESTROOM REFRESH: PROVIDE ALLOWANCE TO REPLACE FLOOR TILE, PAINT WALLS & CEILINGS, REPLACE TOILETS IN CURRENT LOCATION, AND REPLACE MIRRORS, WALL SCONCES AND DOOR HOOKS. 3A. REPLACE RECLAIMED WOOD PLANKS AT INLAYS. SET ISSUE 08-29-202510-17-202511-20-202503-12-2026ARCHITECTURAL A00.00 COVER SHEET A00.01 TITLE SHEET CIVIL C1.0 SITE NOTES C2.0 OVERALL SITE PLAN C3.0 SITE PLAN C4.0 SITE DETAILS SHEET COUNT 04 ARCHITECTURAL A00.02 RESPONSIBILITY & SUBMITTAL MATRIX A00.03 DOOR TYPES AND HARDWARE SCHEDULE A00.04 FINISH SCHEDULE A00.09 ACCESSIBILITY DETAILS: DOOR CLEARANCES A00.10 ACCESSIBILITY DETAILS: RESTROOMS A00.11 ACCESSIBILITY DETAILS: CIRCULATION A00.12 ACCESSIBILITY DETAILS: RAMPS AND CURBS A01.01 PATH OF GOODS PLAN A01.10 FURNITURE AND FIXTURE PLAN A01.11 LIFE SAFETY PLAN A01.12 BARRICADE PLAN AND ELEVATION A01.12A BARRICADE PLAN AND ELEVATION A01.13 DEMOLITION PLAN A01.15 DEMOLITION REFLECTED CEILING PLAN A01.16 DEMOLITION STOREFRONT ELEVATIONS A02.01 CONSTRUCTION PLAN A02.04 BLOCKING PLAN A02.05 FINISH DETAILS A03.01 REFLECTED CEILING PLAN A07.01 INTERIOR ELEVATIONS - SALES A07.02 INTERIOR ELEVATIONS - SALES A07.03 INTERIOR ELEVATION & DETAILS-SALES A08.01 ENLARGED PLAN-PATIO A08.02 ENLARGED ELEVATION-PATIO A08.03 STOREFRONT PLAN AND ELEVATION A08.04 STOREFRONT PLAN AND ELEVATION A08.05 STOREFRONT PLAN AND ELEVATION A08.06 STOREFRONT PLAN AND ELEVATION A08.07 STOREFRONT DETAILS A08.08 STOREFRONT DETAILS A08.09 PATIO DETAILS A08.10 EXTERIOR SIGNAGE DETAILS A10.01 WALL AND PARTITION TYPES AND DETAILS A10.02 CONSTRUCTION DETAILS A10.03 CONSTRUCTION DETAILS - RAMP DETAILS A14.01 SPECIFICATIONS A14.02 SPECIFICATIONS A14.03 SPECIFICATIONS A14.04 SPECIFICATIONS A14.05 SPECIFICATIONS A14.06 SPECIFICATIONS A14.07 SPECIFICATIONS A14.08 SPECIFICATIONS A14.09 SPECIFICATIONS SHEET COUNT 46 STRUCTURAL S0.00 GENERAL NOTES S1.01 EXTERIOR PATIO SLAB AND FRAMING PLAN S1.02 PARTIAL PLAN AT ENTRY CANOPY S3.01 TYPICAL WOOD DETAILS SHEET COUNT 04 ELECTRICAL E-001 ELECTRICAL NOTES AND LEGEND E-002 ELECTRICAL SPECIFICATIONS ED-100 ELECTRICAL DEMO PLAN E-110 POWER PLAN E-130 LIGHTING PLAN SHEET COUNT 5 TOTAL SHEET COUNT 59 (NO CHANGES TO OCCUPANCY), SQUARE FOOTAGE, OR EXIT LOCATIONS 4 x 2 x 1 2 4 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1 2 4 x 2 x 12 4 x 2 x 123 x 2 x 12 4 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 1 2 4 x 2 x 1 2 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 12E E E POS 3 POS 2POS 4 POS 1 E E EWED-1WED-6WED-3WED-4WED-2WED-5WED-7 WED-8 E4 x 2 x 124 x 2 x 123 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1 2 4 x 2 x 124 x 2 x 124 x 2 x 123 x 2 x 12POTTERYBARNSCOPE OF WORK DIAGRAM A10.03 CONSTRUCTION DETAILS - RAMP DETAILS A14.01 SPECIFICATIONS A14.02 SPECIFICATIONS A14.03 SPECIFICATIONS A14.04 SPECIFICATIONS A14.05 SPECIFICATIONS A14.06 SPECIFICATIONS A14.07 SPECIFICATIONS A14.08 SPECIFICATIONS A14.09 SPECIFICATIONS SHEET COUNT 46 STRUCTURAL S0.00 GENERAL NOTES S1.01 EXTERIOR PATIO SLAB AND FRAMING PLAN S1.02 PARTIAL PLAN AT ENTRY CANOPY S3.01 TYPICAL WOOD DETAILS SHEET COUNT 04 ELECTRICAL E-001 ELECTRICAL NOTES AND LEGEND E-002 ELECTRICAL SPECIFICATIONS ED-100 ELECTRICAL DEMO PLAN E-110 POWER PLAN E-130 LIGHTING PLAN SHEET COUNT 5 TOTAL SHEET COUNT 59 S46 3/31/2026 A00.04 FINISH SCHEDULE A00.09 ACCESSIBILITY DETAILS: DOOR CLEARANCES A00.10 ACCESSIBILITY DETAILS: RESTROOMS A00.11 ACCESSIBILITY DETAILS: CIRCULATION A00.12 ACCESSIBILITY DETAILS: RAMPS AND CURBS A01.01 PATH OF GOODS PLAN A01.10 FURNITURE AND FIXTURE PLAN A01.11 LIFE SAFETY PLAN A01.12 BARRICADE PLAN AND ELEVATION A01.12A BARRICADE PLAN AND ELEVATION A01.13 DEMOLITION PLAN A01.15 DEMOLITION REFLECTED CEILING PLAN A01.16 DEMOLITION STOREFRONT ELEVATIONS A02.01 CONSTRUCTION PLAN A02.04 BLOCKING PLAN A02.05 FINISH DETAILS A03.01 REFLECTED CEILING PLAN A07.01 INTERIOR ELEVATIONS - SALES A07.02 INTERIOR ELEVATIONS - SALES A07.03 INTERIOR ELEVATION & DETAILS-SALES A08.01 ENLARGED PLAN-PATIO A08.02 ENLARGED ELEVATION-PATIO A08.03 STOREFRONT PLAN AND ELEVATION A08.04 STOREFRONT PLAN AND ELEVATION A08.05 STOREFRONT PLAN AND ELEVATION A08.06 STOREFRONT PLAN AND ELEVATION A08.07 STOREFRONT DETAILS A08.08 STOREFRONT DETAILS A08.09 PATIO DETAILS A08.10 EXTERIOR SIGNAGE DETAILS A10.01 WALL AND PARTITION TYPES AND DETAILS A10.02 CONSTRUCTION DETAILS A10.03 CONSTRUCTION DETAILS - RAMP DETAILS A14.01 SPECIFICATIONS A14.02 SPECIFICATIONS A14.03 SPECIFICATIONS A14.04 SPECIFICATIONS A14.05 SPECIFICATIONS A14.06 SPECIFICATIONS A14.07 SPECIFICATIONS A14.08 SPECIFICATIONS A14.09 SPECIFICATIONS SHEET COUNT 46 STRUCTURAL S0.00 GENERAL NOTES S1.01 EXTERIOR PATIO SLAB AND FRAMING PLAN S1.02 PARTIAL PLAN AT ENTRY CANOPY S3.01 TYPICAL WOOD DETAILS SHEET COUNT 04 ELECTRICAL E-001 ELECTRICAL NOTES AND LEGEND E-002 ELECTRICAL SPECIFICATIONS ED-100 ELECTRICAL DEMO PLAN E-110 POWER PLAN E-130 LIGHTING PLAN SHEET COUNT 5 A10.03 CONSTRUCTION DETAILS - RAMP DETAILS A14.01 SPECIFICATIONS A14.02 SPECIFICATIONS A14.03 SPECIFICATIONS A14.04 SPECIFICATIONS A14.05 SPECIFICATIONS A14.06 SPECIFICATIONS A14.07 SPECIFICATIONS A14.08 SPECIFICATIONS A14.09 SPECIFICATIONS SHEET COUNT 46 STRUCTURAL S0.00 GENERAL NOTES S1.01 EXTERIOR PATIO SLAB AND FRAMING PLAN S1.02 PARTIAL PLAN AT ENTRY CANOPY S3.01 TYPICAL WOOD DETAILS SHEET COUNT 04 ELECTRICAL E-001 ELECTRICAL NOTES AND LEGEND E-002 ELECTRICAL SPECIFICATIONS ED-100 ELECTRICAL DEMO PLAN E-110 POWER PLAN E-130 LIGHTING PLAN SHEET COUNT 5 TOTAL SHEET COUNT 59 S46 0790608 TREE PROTECTION DETAILS - FOR REFERENCE Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 SHEET NUMBERSHEET TITLEDRAWN BY:CHECKED BY:DATEISSUEPROJECT:STATUS:CIVIL ENGINEER:PROJECT CONSULTANT:STAMP & SEAL:PROJECT# :BRITT PETERS & ASSOC., INC.TEXAS LICENSE NO: F-1045e r sng i n ei ng eon s u lc tPNRSABCS ONITI TAA TI E.CTEDERSS101 Falls Park DriveGreenville, SC 29601(864) 271-8869Greenville ·CharlestonNorfolk ·Charlotte ·Athenswww.brittpeters.comCopyright ©Britt, Peters & Associates, Inc.BPA# 260051TEST FIT 08-29-2025FEASIBILITY SET10-17-2025PRELIMINARY SET11-20-2025PERMIT SET03-12-2026CITY CASE NO. ZA26-0009GA24WSI019PERMIT SETSOUTHLAKE TOWN SQUARE 1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092 DEMOLITION NOTES1. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE INFORMATION. THECONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TOCOMMENCEMENT OF CONSTRUCTION.2. VERIFY ALL DEMOLITION IN THE RIGHT OF WAY WITH THE APPROVED ENCROACHMENT PERMIT.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY DUMPING OR BURNING PERMITS.4. ALL EXISTING TO REMAIN SHALL BE PROTECTED FROM DAMAGE. IN THE EVENT THAT EXISTING ITEMS TO REMAINARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM AT NO COST TO THE OWNER.5. THE CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN THE LIMITS OF DISTURBANCE AND NOTNOTED TO BE PROTECTED. REMOVE DEBRIS FROM SITE OR BURN IN ACCORDANCE WITH LOCAL LAWS.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON THE PLANS)INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS AND POLES, ETC. ASREQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITY'S REQUIREMENTS AND PROJECTSITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN THE BASE BID.7. ALL DEPRESSIONS FORMED BY DEMOLITION SHALL BE FILLED. REFER TO THE GRADING NOTES FOR FURTHERSPECIFICATIONS FOR THE FILL REQUIREMENTS.GENERAL NOTES1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STANDARDS OF THE CITY OF SOUTHLAKE ANDGOVERNED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENT'S STANDARD SPECIFICATIONS FORPUBLIC WORKS CONSTRUCTION LATEST EDITION.2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CITY OF SOUTHLAKE STANDARDS WHERE THEYDIFFER FROM NCTCOG STANDARDS.3. THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) MUST APPROVE ANY WORK TO BE DONE IN THE STATEHIGHWAY RIGHT-OF-WAY. AN APPLICATION AND APPROPRIATE PLANS MUST BE SUBMITTED DIRECTLY TO TXDOTFOR REVIEW.4. A PERMIT IS REQUIRED TO CUT A CITY STREET OR WORK WITHIN THE RIGHT-OF-WAY. THE PERMIT IS ISSUED BYTHE PUBLIC WORKS DEPARTMENT.5. THE LOCATION OF UNDERGROUND FACILITIES INDICATED ON THE PLANS IS TAKEN FROM PUBLIC RECORDS. IT ISTHE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUNDFACILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHERANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTORSHALL PRESERVE AND PROTECT ALL UNDERGROUND FACILITIES. IF EXISTING UNDERGROUND UTILITIES AREDAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY.UNDERGROUND FACILITY OWNER TELEPHONE NUMBERABOVE NET FIBER(214) 869-8352AT&T (214) 745-2964AT&T TEXAS (CALL DIGTESS) (800) 344-8377ATMOS ENERGY (817) 359-1313CHARTER COMMUNICATIONS (817) 822-8745CITY OF SOUTHLAKE (817) 748-8082DIGTESS (LINE LOCATES) (800) 344-8377LEVEL (3) COMMUNICATIONS (877) 366-8344ONCOR ELECTRIC DELIVERY (817) 215-6688ONE SOURCE COMMUNICATIONS (817) 692-6042TRI COUNTY ELECTRIC (817) 431-1541VERIZON ENGINEERING (972) 578-33546. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALLREPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL ANDCONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST ANDEXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS INGRADES AND ALIGNMENT.7. ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA, "CONST. SAFETY AND HEALTH REGULATIONS.", VOL. 29, SUBPART P. PG. 128 -137, AND ANY AMENDMENTS THERETO.8. ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT THAT SIGNIFICANT EROSIONOCCURS AS A RESULT OF CONSTRUCTION THE CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINALCONDITION OR BETTER.9. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION ORBETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES,CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS.10. ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITYENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING FROM THE FROM THE DESIGN ENGINEER. THEDIRECTOR OF PUBLIC WORKS SHALL APPROVE ANY DEVIATIONS FROM STATE REGULATIONS.11. THE CONTRACTOR SHALL PROVIDE “RED LINED” MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTIONINDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TOTHAT INDICATED ON THE PLANS.12. THE CONTRACTOR MUST FIELD VERIFY EXISTING SERVICE LOCATIONS PRIOR TO INSTALLING NEW SERVICES.WHEN INSTALLING A NEW WATER LINE, ALL EXISTING SERVICES MUST BE CONNECTED TO THE NEW LINE.13. THE CONTRACTOR SHALL KEEP RECORDS FOR RECORD DRAWINGS AND SHALL SUBMIT MARKUPS TO THE CITYINSPECTOR PRIOR TO SCHEDULING A FINAL WALKTHROUGH INSPECTION.14. PRIOR TO CONSTRUCTION, A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH REPRESENTATIVES FROM ALLCONTRACTORS, THE ENGINEER AND THE CITY OF SOUTHLAKE.15. ALL CONSTRUCTION MUST ADHERE TO THE TREE PRESERVATION ORDINANCE.SITE NOTES1. EXISTING SITE CONDITIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPORTANY DIFFERENCES FROM THE PLAN THAT WILL AFFECT CONSTRUCTION IN WRITING TO THE ENGINEER AND AWAITFURTHER INSTRUCTIONS.2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS AND THEJOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPARED THE PLANS OF ANYDISCREPANCIES THAT MAY REQUIRE MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS.3. ALL WORK IN THE RIGHT OF WAY SHALL BE VERIFIED WITH THE APPROVED ENCROACHMENT PERMIT PRIOR TOCOMMENCING WORK.4. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION. ALL CONSTRUCTION TOBE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES.5. ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE MEASURED FROM OUTSIDE FACE OF BUILDING WALL, FACE OFCURB LINE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. CURB AND GUTTER IS SHOWN AS THREE (3) LINES(OUTSIDE EDGE OF GUTTER, FACE OF CURB, AND BACK OF CURB).6. R DENOTES FACE OF CURB OR EDGE OF PAVEMENT RADIUS. ALL RADII ARE 5 FEET UNLESS NOTED OTHERWISE.7. AN ELECTRONIC FILE OF THE SITE PLAN SHALL BE MADE AVAILABLE FOR STAKING PURPOSES.8. ALL REFERENCE TO STATE STANDARDS AND SPECIFICATIONS ARE MADE FROM THE SOUTH CAROLINA HIGHWAYDEPARTMENT'S STANDARD SPECIFICATION, LATEST EDITION.9. IF ANY CONFLICTS BETWEEN THE NOTES, DETAILS, SPECIFICATIONS, AND DRAWINGS OCCUR THEN BY RULE THESTRICTER SHALL GOVERN.10. THE CONTRACTOR SHALL MAINTAIN AN “AS BUILT” SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALLPIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THEPROJECT.11. “STOP” SIGNS, AND OTHER TRAFFIC REGULATION SIGNAGE, SHALL MEET THE CRITERIA OF THE MUTCD AND STATE DEPARTMENT OF TRANSPORTATION STANDARDS.12. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND OSHASTANDARDS.13. THE CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR THE CONDITION OF THE SITE, INCLUDING SAFETY OF ALLPERSONS AND PROPERTY THROUGHOUT THE TERM OF THE PROJECT CONSTRUCTION.14. THE ENGINEER'S REVIEW OF THE CONTRACTOR'S WORK PRODUCT AND PERFORMANCE WILL NOT INCLUDEREVIEW OF THE CONTRACTOR'S SAFETY PROGRAMS. SUCH REVIEWS ARE TO BE BY OSHA INSPECTORS AND THEOWNER'S REPRESENTATIVE.15. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL NECESSARY TRAFFIC CONTROLDEVICES DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL EQUIPMENT BE LOADED OR OFF-LOADEDON AN OPEN ROADWAY. IF SUCH ACTIVITY IS REQUIRED THE CONTRACTOR SHALL COORDINATE SHUTTING DOWNTHE ROAD WITH THE APPROPRIATE DOT AND UTILIZE APPROPRIATE TRAFFIC CONTROL WARNING DEVICES.16. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS,PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. ACCESS SHALL BE LIMITED UNTIL PERMISSION ISGRANTED.17. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE “CONSTRUCTION LIMITS” BROOM CLEAN AT ALLTIMES AND REMOVE ALL TRASH AND DEBRIS FROM THE SITE.SITE DATA1. TOTAL DISTURBED AREA: 0.1 ACRES2. THE SITE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE PERF.I.R.M. COMMUNITY PANEL NUMBER 48439C0085K WITH AN EFFECTIVE DATE09/25/09.3. EXISTING INFORMATION WAS OBTAINED FROM A TOPOGRAPHICSURVEY DATED 03/-05/26 AND PREPARED BY:MILLER SURVEYING, INC.PO BOX 1041COLLEYVILLE, TX 76034817.577.1052GENERAL NOTES - PAVING IMPROVEMENTS1. ALL ALL FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST NINETY-FIVE (95%) PERCENT STANDARDPROCTOR AS PER ASTM D 698 AT OR ABOVE OPTIMUM MOISTURE CONTENT. LIFTS SHALL BE AS SPECIFIED PERTHE SOILS LAB RECOMMENDATION AND AS APPROVED BY THE CITY. ALL FILL SHALL BE TESTED AS INSTALLEDAND CERTIFIED BY AN APPROVED SOILS LABORATORY2. ALL STREETS, UNLESS ALTERNATIVE DESIGN IS SUBMITTED BY LAB, DESIGNED BY THE TRIAXIAL METHOD ASSPECIFIED IN TEXAS HIGHWAY DEPARTMENT REQUIREMENTS AND APPROVED BY THE CITY OF SOUTHLAKE, SHALLBE CONSTRUCTED ON A MINIMUM OF (6") INCHES OF STABILIZED SUBGRADE (LIME OR CEMENT) AS SOIL TESTSINDICATE. COMPACTION SHALL BE NINETY-FIVE (95%) PERCENT DENSITY AS PER AASHTO DESIGNATION T180.DENSITY TESTS SHALL BE TAKEN EVERY 1,000 SQUARE YARDS OR LESS, AS REQUIRED BY CITY INSPECTOR.3. THE SUB-GRADE SHALL BE PROOF ROLLED AND OBSERVED BY THE CONSTRUCTION INSPECTOR PRIOR TO ANDAFTER SUB-GRADE STABILIZATION.4. CURB AND GUTTER SHALL CONSIST OF STEEL REINFORCED CONCRETE AND SHALL BE SIX (6") INCHES HIGH ANDTHIRTY (30") INCHES WIDE.5. THE PARKWAYS AND STREETS SHALL BE ROUGH CUT TO A PLUS OR MINUS ONE-TENTH (0.1') FEET OF THEIRRESPECTIVE FINAL GRADES.6. CONSTRUCTION OF WHEEL CHAIR RAMPS WILL BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR AT THETIME OF PUBLIC IMPROVEMENTS.7. INDIVIDUAL WATER AND SEWER SERVICES AND WATER VALVES SHALL HAVE A SUITABLE MARKER ("W" FORWATER, "S" FOR SANITARY SEWER AND “V” FOR VALVES) STAMPED ON THE FACE OF THE CURB, OR IF NO CURB ISCONSTRUCTED, ON THE TOP OF THE PAVEMENT. THE MARKS SHALL BE A MINIMUM OF TWO (2") INCHES IN HEIGHTAND WIDTH. WATER SERVICES SHALL BE LOCATED 10’ UPSTREAM FROM THE SANITARY SEWER SERVICE, WITHTHE SEWER SERVICE AT THE CENTER OF THE FRONT OF THE LOT.8. THE CONTRACTOR SHALL PROCEED WITH PAVING NO MORE THAN SEVENTY-TWO (72) HOURS AFTER DENSITY /MOISTURE TESTS HAVE BEEN TAKEN AND PASSED BY A REGULAR TESTING FIRM. COPIES OF THE TEST RESULTSTEST RESULTS SHALL BE FURNISHED TO THE CITY. IN THE EVENT PAVING OPERATIONS HAVE NOT COMMENCEDWITHIN THE SEVENTY-TWO-(72) HOUR LIMIT, A RETEST SHALL BE REQUIRED AT THE CONTRACTOR'S EXPENSE.9. MANHOLE RIM ELEVATIONS, CLEAN-OUTS, VALVE BOXES, FIRE HYDRANTS, ETC. SHALL BE ADJUSTED TO FINISHEDGRADE BY THE PAVING CONTRACTOR AT THE TIME OF PAVING.10. THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL "PERMANENT SURVEY REFERENCEMONUMENTS" AS DESCRIBED IN THE SUBDIVISION ORDINANCE INCLUDING CONCRETE MONUMENTS AT ALLBOUNDARY CORNERS.11. THE PAVING CONTRACTOR SHALL INSTALL A BLUE REFLECTOR IN THE STREET CENTERLINE AT THE LOCATION OFEACH FIRE HYDRANT.SITENOTESC1.0 03/12/26Kite Realty GroupAPPROVEDBYDATEThis review is only for the general conformance with the design concept of the projectand general compliance with the information provided. Nothing in this review, includingcorrections or comments made on this submittal, shall be construed to relieve Tenantfrom its responsibilities to comply with the requirements of the Lease, plans,specifications, and code. This review only includes the information and thecomponents described herein. Tenant is responsible for information that pertainssolely to the fabrication processes or to the means, methods, techniques, sequences,and procedures of installation; for coordination of its work; and for performing all workin a safe, satisfactory, and code-compliant manner.APPROVED AS NOTEDREJECTEDREVISE AND RESUBMITFOR INFORMATION ONLY4GAvramides3/27/2026 WTCOFD9999100100999 9 99 100 989898 9897 9697979899 100100 9610' Franchise Utility Easement10' Franchise Utility Easement 20' Municipal Easement10' Drainage EasementFranchiseUtilityEasement10' Franchise Utility Easement20' Municipal Easement 10' Drainage Easement10' Municipal Easement10' Franchise Utility EasementBRICK COMMERCIAL MULTI-SUITEBUILDINGRetaining WallConcrete SurfaceCon c r e t e S u r f a c e Concrete SurfaceRampRampConcrete SurfaceAsphalt SurfaceD30" S t o r m P i p e Storm Manhole/Junction BoxRim: 96.4 (Assumed)FL: 85.8Depth from rim: 10.6DStorm ManholeRim: 98.8 (Assumed)FL: 85.9Depth from rim: 12.9Fin. Floor 100.0 (Assumed)Fin. Floor 100.7Fin. Floor98.8Fin. Floor 98.8N 60°00'00" E 80.09'S 30°00'00" E 41.04'N 30°00'00" W 105.74'WEST 262.79'S 3 0 ° 0 0 ' 0 0 " W 9 7 . 9 2 'S 60°00'00" E 80.11'N 3 0 ° 0 0 ' 0 0 " E 3 3 . 2 3 'EAST 188.75'CIVIC PLACE88' R/WGR A N D A V E N U E 63' R / W STATE STREET63' R/WPOTTERY BARN30" S t o r m P i p e 30" S t o r m P i p e 30" S t o r m P i p e 63' PUBLIC R/W24'8'PNRSABCS ONITI TAA TI E.CTEDERSS© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO © 2026 TomTom © 2026 Zenrin SHEET NUMBERSHEET TITLEDRAWN BY:CHECKED BY:DATEISSUEPROJECT:STATUS:CIVIL ENGINEER:PROJECT CONSULTANT:STAMP & SEAL:PROJECT# :BRITT PETERS & ASSOC., INC.TEXAS LICENSE NO: F-1045e r sng i nei ng eo n s u lc tPNRSABCS ONITITAA TI E.CTEDERSS101 Falls Park DriveGreenville, SC 29601(864) 271-8869Greenville ·CharlestonNorfolk ·Charlotte ·Athenswww.brittpeters.comCopyright ©Britt, Peters & Associates, Inc.BPA# 260051TEST FIT 08-29-2025FEASIBILITY SET10-17-2025PRELIMINARY SET11-20-2025PERMIT SET03-12-2026CITY CASE NO. ZA26-0009GA24WSI019PERMIT SETSOUTHLAKE TOWN SQUARE 1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS.20'0 10' 20'40'60'SCALE : 1 INCH = 20 FTLOCATION MAP(NOT TO SCALE)OVERALLSITE PLANC2.0POTTERY BARNPROPOSED PATIO 03/12/26Kite Realty GroupAPPROVEDBYDATEThis review is only for the general conformance with the design concept of the projectand general compliance with the information provided. Nothing in this review, includingcorrections or comments made on this submittal, shall be construed to relieve Tenantfrom its responsibilities to comply with the requirements of the Lease, plans,specifications, and code. This review only includes the information and thecomponents described herein. Tenant is responsible for information that pertainssolely to the fabrication processes or to the means, methods, techniques, sequences,and procedures of installation; for coordination of its work; and for performing all workin a safe, satisfactory, and code-compliant manner.APPROVED AS NOTEDREJECTEDREVISE AND RESUBMITFOR INFORMATION ONLY4GAvramides3/27/2026 6.7'26. 4 ' 41. 8 '18.3'12.2'20. 7 ' 21'2' 8.3 % MA X6'1.1'989796.496.596.596.596.596.696.996.997.197.197.197.897.397.397.898.198.198.598.698.296.596.596.696.497.396.996.896.398.798.798.798.498.197.897.697.497.397.196.996.796.596.596.696.497.298.496.798.898.798.798.498.197.897.697.497.397.196.996.796.596.596.696.496.897.298.798.496.797.697.097.096.796.7W97 97979810' Franchise Utility EasementCon c r e t e S u r f a c e D30" S t o r m P i p eFin. Floor 98.8S 3 0 ° 0 0 ' 0 0 " W 9 7 . 9 2 ' GR A N D A V E N U E 63' R / W POTTERY BARNR1'22' 0.9' 30" S t o r m P i p e 30" S t o r m P i p e 97.196.697.597.098.8TP: 98.5SW: 97.098.7TP: 98.6SW: 97.1TP: 98.4SW: 96.498.398.1TP: 98.6SW: 97.5TP:98.4SW: 97.796.696.5PNRSABCS ONITI TAA TI E.CTEDERSS97.396.897.497.497.797.297.5W9797979810' Franchise Utility EasementConcrete Surface Concrete Surface D30" Stor m P i p eFin. Floor 98.8S 30°00'00" W 97.92'GRAND AVEN U E 63' R/ W POTTERY BARN30" S t o r m P i p e 30" Storm Pipe SHEET NUMBERSHEET TITLEDRAWN BY:CHECKED BY:DATEISSUEPROJECT:STATUS:CIVIL ENGINEER:PROJECT CONSULTANT:STAMP & SEAL:PROJECT# :BRITT PETERS & ASSOC., INC.TEXAS LICENSE NO: F-1045e r sn g i nei n g eo n s u lc tPNRSABCS ONITITAA TI E.CTEDERSS101 Falls Park DriveGreenville, SC 29601(864) 271-8869Greenville ·CharlestonNorfolk ·Charlotte ·Athenswww.brittpeters.comCopyright ©Britt, Peters & Associates, Inc.BPA# 260051TEST FIT 08-29-2025FEASIBILITY SET10-17-2025PRELIMINARY SET11-20-2025PERMIT SET03-12-2026CITY CASE NO. ZA26-0009GA24WSI019PERMIT SETSOUTHLAKE TOWN SQUARE 1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092DENOTES CONCRETE SIDEWALKREFER TO C4.0SITE & GRADING KEYNOTES:CONSTRUCT 30" CONCRETE CURB AND GUTTER.REFER TO C4.0.CONSTRUCT PEDESTRIAN RAMP (1:12 MAX SLOPE).REFER TO A00.12 FOR DETAILS.INSTALL JUNCTION BOX AND ELECTRICAL CONDUITFOR RELOCATED STREET LIGHT. REFER TOELECTRICAL AND STRUCTURAL FOR DETAILS.INSTALL TURNDOWN SLAB AT PATIO EDGE. REFER TOSTRUCTURAL FOR DETAILS.INSTALL HANDRAIL ALONG THE PATIO ANDPEDESTRIAN RAMP. REFER TO A00.12 FOR DETAILS.INSTALL WOODEN PERGOLA WITH DECORATIVELIGHTING. REFER TO ARCHITECTURAL ANDSTRUCTURAL FOR DETAILS.SITE PLANC3.0213REFER TO SHEET C1.0 (SITE NOTES) FOR NOTES AND SPECIFICATIONS.05'5'10'15'SCALE : 1 INCH = 5 FT2.5'CONTOURSREFER TO C1.0EXISTINGPROPOSED9898100SPOT ELEVATIONSREFER TO C1.0TP:696.9= FINISHED SURFACE OFPATIOSW:696.9= FINISHED SURFACE OFSIDEWALK984.9=TOP OF CURB984.4=BOTTOM OF CURB984.5=FINISHED SURFACE1123453444455555STORM DRAINDEMOLITION / EROSIONCONTROL PLANSITE PLAN &GRADING PLANSITE & GRADINGLEGENDDENOTES EXISTING ITEMTO BE REMOVEDDENOTES EXISTING ITEMTO REMAINDEMOLITION/ EROSION CONTROL KEYNOTES:REMOVE EXISTING CURB AND GUTTERCOORDINATE STREET LIGHT POLE RELOCATION WITHUTILITY PROVIDER AND CITY.REMOVE EXISTING CONCRETE SIDEWALK.MODIFY BUILDING. REFER TO ARCHITECTURAL.DENOTES PAVEMENTTO BE REMOVED213LIMITS OFDISTURBANCESEDIMENT TUBEREFER TO C6.1DEMOLITION /EROSIONCONTROL PLANLEGEND1112344366UNDERGROUNDELECTRICPROPERTY - R/W LINE2.8'5.3'6.7'1.5'1'EXISTING 30"STORM PIPEAASECTION A-AHANDRAILR/WBLDG FACECONDUIT FORSTREET LIGHT 03/12/26Kite Realty GroupAPPROVEDBYDATEThis review is only for the general conformance with the design concept of the projectand general compliance with the information provided. Nothing in this review, includingcorrections or comments made on this submittal, shall be construed to relieve Tenantfrom its responsibilities to comply with the requirements of the Lease, plans,specifications, and code. This review only includes the information and thecomponents described herein. Tenant is responsible for information that pertainssolely to the fabrication processes or to the means, methods, techniques, sequences,and procedures of installation; for coordination of its work; and for performing all workin a safe, satisfactory, and code-compliant manner.APPROVED AS NOTEDREJECTEDREVISE AND RESUBMITFOR INFORMATION ONLY4GAvramides3/27/2026 SHEET NUMBERSHEET TITLEDRAWN BY:CHECKED BY:DATEISSUEPROJECT:STATUS:CIVIL ENGINEER:PROJECT CONSULTANT:STAMP & SEAL:PROJECT# :BRITT PETERS & ASSOC., INC.TEXAS LICENSE NO: F-1045e r sng i nei ng eo n s u lc tPNRSABCS ONITITAA TI E.CTEDERSS101 Falls Park DriveGreenville, SC 29601(864) 271-8869Greenville ·CharlestonNorfolk ·Charlotte ·Athenswww.brittpeters.comCopyright ©Britt, Peters & Associates, Inc.BPA# 260051TEST FIT 08-29-2025FEASIBILITY SET10-17-2025PRELIMINARY SET11-20-2025PERMIT SET03-12-2026CITY CASE NO. ZA26-0009GA24WSI019PERMIT SETSOUTHLAKE TOWN SQUARE 1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092SITEDETAILSC4.0WORK AREAAREA TO BEPROTECTEDWATER FLOWNOTES:1. INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS PRIOR TO EXPOSING SUBGRADE.2. ROUTINE INSPECTIONS SHALL BE MADE WITHIN 24 HRS OF A RUNOFF EVENT.3. THE CONTRACTOR SHALL REMOVE SEDIMENT ONCE IT HAS REACHED 1/2 THE EFFECTIVE HEIGHT.4. THE SEDIMENT TUBE SHALL BE REPAIRED OR REPLACED IF IT IS DAMAGED.5. SEDIMENT TUBES SHALL BE 12" FILTREXX FILTER SOXX OR AN APPROVED ALTERNATE.SEDIMENT TUBECONCRETE BLOCKS OR SANDBAGS SIZED AS NEEDED (10' OC)SECTIONPLANSEDIMENT TUBECONCRETE BLOCKS OR SANDBAGS SIZED AS NEEDED (10' OC)SEDIMENT TUBENTSAREA TO BE PROTECTEDWORK AREA 03/12/26Kite Realty GroupAPPROVEDBYDATEThis review is only for the general conformance with the design concept of the projectand general compliance with the information provided. Nothing in this review, includingcorrections or comments made on this submittal, shall be construed to relieve Tenantfrom its responsibilities to comply with the requirements of the Lease, plans,specifications, and code. This review only includes the information and thecomponents described herein. Tenant is responsible for information that pertainssolely to the fabrication processes or to the means, methods, techniques, sequences,and procedures of installation; for coordination of its work; and for performing all workin a safe, satisfactory, and code-compliant manner.APPROVED AS NOTEDREJECTEDREVISE AND RESUBMITFOR INFORMATION ONLY4GAvramides3/27/2026 SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A00.02 RESPONSIBILITY & SUBMITTAL MATRIX STAFF PS RESPONSIBILITY MATRIX ITEM EXISTINGOWNER/VENDORFURNISHOWNER/VENDORINSTALLGC FURNISHGC INSTALLREMARKS STRUCTURAL STRUCTURAL WORK (AS SPECIFIED) MEP MEP WORK (AS SPECIFIED) HVAC TESTING AND BALANCING UNITS ARE EXISTING. NO CHANGES TO EXISTING MECHANICAL UNDERGROUND PLUMBING THERMOSTATS AIR DEVICES FIRE AUTOMATIC SPRINKLER SYSTEM FIRE EXTINGUISHERS GC SCOPE LIMITED TO RELOCATION FIRE ALARM SYSTEM SMOKE DETECTORS ELECTRICAL/LOW VOLTAGE SECURITY SYSTEM (INCL. CAMERAS, ALARM, ETC.) SECURITY PHONE JACK PHONE EQUIPMENT AND WIRING CONDUIT/PULL WIRE BY GC. END DEVICES F/I BY WSI VENDOR STEREO SYSTEM: SPEAKERS, SUBWOOFER AND RACK STEREO SYSTEM: SUPPORT COMPONENTS POS CONDUITS / PULL STRINGS POS EQUIPMENT SETUP AND WIRING WIRELESS ACCESS POINT CONDUIT / PULL STRINGS CONDUIT/PULL WIRE BY GC. END DEVICES F/I BY WSI VENDOR WIRELESS ACCESS POINT SETUP AND WIRING CONDUIT/PULL WIRE BY GC. END DEVICES F/I BY WSI VENDOR TRANSFORMER AND ELECTRICAL PANELS "SHOPPER TRAK" SYSTEM + MOTION SENSORS CONDUIT/PULL WIRE BY GC. END DEVICES F/I BY WSI VENDOR DATA COMMUNICATION CONDUIT / PULL WIRE BY GC. FULL WIRING BY WSI. IT FLOOR BOX FLOOR BOX & PULL STRINGS LIGHTING CONTROLS CURRENT LIMITER PANEL FINAL CONNECTION ON EXTERIOR SIGNS DOORS AND HARDWARE LOCK KEYS AND NEW STORE CORES TRILOGY LOCKS AT BOH THRESHOLDS EXTERIOR AND STOREFRONT EXTERIOR STUD WALLS BATT INSULATION R-10 MIN. OR AS REQUIRED PER ENERGY CODE BLOCKING GRANITE STONE BASE THRESHOLDS STOREFRONT DOORS, GLAZING, HARDWARE, TRANSITION STRIPS AND DOOR PULLS EXIT DOOR AND FRAME SIDING AND TRIMS PAINT AND FINISHES ENTRY PATIO TRELLIS METAL CANOPY WINDOW CANOPY TRELLIS WALL TRELLIS PLANTER POTS PLANTS HARDSCAPE BY LL, PLANTS FOR POTS BY GC LANDSCAPING ROOF AND WATERPROOFING ROOF, EXHAUST FANS/ VENTILATION FOR RR WATERPROOFING GUTTERS, DRAINS AND DOWNSPOUTS GYP. BOARD AT SKYLIGHT INTERIOR SURROUND SKYLIGHT ROOF ACCESS HATCH LOCATED WITHIN PREMISES MECHANICAL SCREENING (IF REQUIRED)TO BE SCREENED, SEPARATE SCREEN WALLS AS REQUIRED FLASHING AT PARAPET SHELL SLAB AND FLOORING CONCRETE FLOOR AND FINISHING REFER TO SLAB PLAN FOR APPLICABLE ITEMS EXPANSION JOINTS TRENCHING REFER TO SLAB PLAN FOR APPLICABLE ITEMS FLOOR BOXES AND STUB UPS REFER TO SLAB PLAN FOR APPLICABLE ITEMS DEPRESSIONS FOR WOOD INLAYS REFER TO SLAB PLAN FOR APPLICABLE ITEMS ITEM EXISTINGOWNER/VENDORFURNISHOWNER/VENDORINSTALLGC FURNISHGC INSTALLREMARKS INTERIOR WALLS, PARTITIONS AND DOORS PARTITION STUD WALLS BATT INSULATION FURRED WALLS CONCEALED IN-WALL WOOD BLOCKING FRP UP TO 8'-0" AFF AT MOP SINK DOORS AND FRAMES DOOR HARDWARE DOWNTAKE PIPES BLOCKING CEILINGS GYPSUM CEILING LIMITED SCOPE ON SALES FLOOR INSULATION AT ROOF PAINTING LIMITED SCOPE ON SALES FLOOR FLOORING AND BASE WOOD INLAYS CONCRETE SEALER REFER TO SLAB PLAN FOR APPLICABLE ITEMS CERAMIC TILE COVED BASE RESTROOMS AND MOP-SINK FLOOR/ WALL TILE AND GROUT AT RESTROOM LIGHT FIXTURE MIRROR WATER CLOSETS LAVATORY BABY CHANGING STATION FLOOR DRAINS GRAB BARS FAUCETS MOP SINK PAINT LIGHTING LIGHT FIXTURES AND LAMPS + TRACK ADAPTERS LIGHTING (B-LINE) WHIP FOR LIGHTING GALLERY BAYS TRACK LIGHT FOR LIGHTING GALLERY BAYS TRACK LIGHT AND TRACK RUNS LIMITED SCOPE, REFER TO RCP. DECORATIVE PENDANTS EXTERIOR SCONCES FINAL CONNECTION ON EXTERIOR SIGNS FINAL CONNECTION ON EXTERIOR LIGHTING FURNITURE AND FIXTURES - SALES CASEWORK/ STORE FIXTURES GC TO CORDINATE REFURBUSHMENT PIECES WITH VENDOR CASHWRAP/ BACKWRAP LOOSE FIXTURES / ACCESSORIES DESIGN CONSULT TABLE DESIGN CONSULT TABLE WIRE COVER INSTALL BY FIXTURE INSTALLER. POWER/DATA STUB-UP LOCATION TO BE COORDINATED FURTHER WITH LL CHAIRS AT DESIGN CONSULT TABLE WATERFALL SHELVES AND SUPPORT SYSTEM AS NOTED ON FIXTURE PLAN PRIMED WOOD BASE STONE COUNTERS PRIMED WOOD DOOR TRIM CASING FURNISHED/INSTALLED BY WSI. PAINTING BY GC WALK OFF MAT AT ENTRY GC TO PROVIDE SUBMITTAL ANTI-FATIGUE MAT AT CASH WRAP WHITE POWDER COATED CORNER GUARDS (SALES) WOOD CLADDING FOR B-LINE INSTALLED BY FIXTURE INSTALLER, BLIINE & LIGHTING 100% INSTALLED BEFORE FIXTURES ARRIVE PLYWOOD BLOCKING & WOOD CLADDING FOR SKYLIGHT INSTALLED BY FIXTURE INSTALLER BACKWRAP WALL TILE,SCHLUTER FURNITURE AND FIXTURES - B.O.H BULK AND STOCK SHELVING RACKS & SHELVING PROVIDED AND INSTALLED BY PB VENDOR -DEFERRED PERMIT & SIGN OFF BY GC. -GC TO PROVIDE 2 DAYS LABOR AT FIRST 2 DAYS & AT TURNOVER EMPLOYEE BREAK COUNTER/ TABLE/ SHELVING/ HARDWARE BLOCKING/BACKING PROVIDE S&R DESK/ BOPIS DESK/ SHELVING/ HARDWARE BLOCKING/BACKING PROVIDED BY GC. POWER/DATA TOBE COORDINATED BY GC. CORNER GUARDS BLOCKING/BACKING INSTALL BY GC COAT RACKS / COAT HOOKS MOP SHELVES AND HOLDER BY FIXTURE INSTALLER EMPLOYEE LOCKERS (SIX TIER) BLOCKING/BACKING INSTALL BY GC REFRIGERATOR MICROWAVE EMPLOYEE BREAK COUNTER SINK / FAUCET VINYL WALL BASE ITEM EXISTINGOWNER/VENDORFURNISHOWNER/VENDORINSTALLGC FURNISHGC INSTALLREMARKS MANAGER'S OFFICE MANAGER'S DESK / SHELVING / HARDWARE SAFE GC TO BOLT TO FLOOR AT TURNOVER FABRIC PIN BOARDS VINYL WALL BASE SIGNAGE AND GRAPHICS STOREFRONT SIGNAGE: INCLUDES WINDOW VINYLS, MAIN SIGNS, BLADE SIGNS, ETC. SIGNAGE POWER AND BACKING INTERIOR SIGNAGE ADA SIGNAGE TEMPORARY GRAPHICS / BARRICADE GRAPHICS SUBMITTAL SCHEDULE STATUS ITEM REQUIRED FOR REVIEW REQUIRED APPROVALS ENG ARCH WSI GC PHYSICAL SAMPLES STOREFRONT STOREFRONT SYSTEM FINISH SAMPLE GLAZING SAMPLE STOREFRONT BASE FINISH SAMPLE CANOPY - METAL FINISH FINISH SAMPLE FINISHES EXTERIOR WOOD SIDING FINISH SAMPLE - PAINTED ACCORDING TO WSI SPECIFICATIONS PAINT DRAWDOWNS FOR EACH COLOR CONCRETE FLOOR MOCKUP OR USE WSI VENDOR TILE MOCKUP OR USE WSI VENDOR SHOP DRAWINGS AND SPECS EMAIL TO ARCHITECT STOREFRONT STOREFRONT SYSTEM SHOP DRAWINGS STOREFRONT BASE SHOP DRAWINGS WITH SEAMING DIAGRAM ENTRY DOOR AND HARDWARE PRODUCT DATA ASHLEY NORTON DOOR PULLS PRODUCT DATA CANOPY SHOP DRAWINGS MEP ELECTRICAL FLOOR BOXES PRODUCT DATA ELECTRICAL SWITCHGEAR PRODUCT DATA ELECTRICAL PANELS PRODUCT DATA RESTROOM EXHAUST DISCHARGE SHOP DRAWINGS + PRODUCT DATA HVAC EQUIP SHOP DRAWINGS HVAC DISTRIBUTION PRODUCT DATA HVAC GRILLES PRODUCT DATA HVAC CONTROLS PRODUCT DATA PLUMBING ACCESSORIES PRODUCT DATA PLUMBING FIXTURES PRODUCT DATA LIGHT FIXTURES PRODUCT DATA SPRINKLER SHOP DRAWINGS REVIEWED BY ARCH. & WSI FIRST THEN COPIED TO GC WHEN APPROVED FIRE ALARM SHOP DRAWINGS REVIEWED BY ARCH. & WSI FIRST THEN COPIED TO GC WHEN APPROVED OTHERS DOORS + HARDWARE ENTRY, BOH, RESTROOM - PRODUCT DATA CONCRETE PRODUCT DATA VENDOR RESPONSIBILITY TEMPORARY GRAPHICS SHOP DRAWINGS SIGNAGE SHOP DRAWINGS STOCKROOM SHELVING SHOP DRAWINGS NOTE: ALL SUBMITTALS REQUIRE A MINIMUM 2 WEEK REVIEW PERIOD GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 B DOOR TYPES 1/2" = 1'-0" A TYPE A: ENTRY DOORS (HINGED) STOREFRONT - ALUM. (DOUBLE LEAF) CL T T 34"C/O LOCK36"B/O PULL44"ADA MAX.10"B TYPE B ENTRY DOOR (HINGED) STOREFRONT - ALUM. CL 34"C/O LOCK36"B/O PULL44"ADA MAX.8"SIGNAGE REQUIREMENTS: 1. READILY VISIBLE & DURABLE SIGN SHALL BE PLACED ON OR ADJACENT TO DOOR. 2. HEIGHT OF LETTERS, 1" MIN. WHITE OR BLACK LETTERS TO CONTRAST W/ STOREFRONT FINISH THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED SIGNAGE REQUIREMENTS (NFPA-101): 1. SIGN SHALL BE LOCATED 40 to 48" AFF 2. THE EXIT DEVICE SHALL BE LOCATED ON A CONTRASTING BACKGROUND 3. LETTERS SHALL BE LOCATED ON A CONTRASTING BACKGROUND 4. COORDINATE & INSTALL ANY SIGNAGE THAT ACCOMPANIED THE EXIT DEVICE BAR. IF NONE WAS SUPPLIED, ORDER AS SPECIFIED. PUSH TO EXIT LANDLORD EXTERIOR WALL MTL. STUDS AS PER STRUCTURAL DRAWINGS FIRE RATED SEALANT AT RATED DOORS WELDED DOOR FRAME DOUBLE RABBET DOOR, SEE SCHEDULE SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A00.03 DOOR TYPES AND HARDWARE SCHEDULE YM AR DOOR HARDWARE NOTES DOOR NOTES ROOM NAME LOCATIONDOOR NO.TYPE THICKNESS MATERIAL DOOR LABEL DOOR SIZE JAMB FRAME DOOR FINISH HARDWARE SET FINISHES REMARKS D-01 STOREFRONT ENTRY A 1 3/4"ALUM.- 6'-0"x 8'-4" (PAIR OF 3'-0" PANELS)- SF-1 #1 TEMPERED SAFETY GLAZING - OLDCASTLE, KAWNEER, OR APPROVED EQUAL. STOREFRONT VENDOR TO CONFIRM OPERABLE PANEL HEIGHT BASED ON MULLION SIZE/MANUFACTURER. SEE FINISH SCHEDULE. DOOR SCHEDULE J1 HEAD DETAIL @ HM FRAME 3" = 1'-0" SET# 1 - ENTRY DOORS DOOR HARDWARE SCHEDULE HINGES: DORMA 75120, 75220, 75323 X 613 3/4" OFFSET FULL MORTISE ROP/ INTER PIVOT & BOTTOM ARM LOCKSET: ADAMS RITE 3- POINT DEADLOCK-MS 1850/4015/4016 W/ EXIT INDICATOR 4089. CYLINDERS: BEST #1E74 X C181 R810 CAM CYLINDERS THRESHOLD BOLT: (1) EA- ADAMS RITE #4015 121 HEADER BOLT: (1) EA- ADAMS RITE #4016 & 4085 121 CLOSER (OVERHEAD- CONCEALED): (2) EA- DORMA #RTS88 613W/ HOLD OPEN FUNCTION PULLS: ASHLEY NORTON 1390 URBAN APPLIANCE PULL; 18" COLOR: DARK BRONZE THRESHOLD: LENGTH PEMKO #1546 D SADDLE THRESHOLD, 6" MITER BEVEL RETURNS. COLOR: DARK BRONZE DOOR BOTTOMS: (2) EA- PEMKO #901900CP WEATHERSTRIP: YES 1. DOORS WITHIN THE PATH OF TRAVEL FOR ACCESSIBILITY/EGRESS TO BE OPENABLE WITH A SINGLE EFFORT BY LEVER, PANIC BAR OR PUSH/PULL HARDWARE. 2. EXIT DOORS SHALL BE ABLE TO BE OPENED FROM THE INSIDE WITHOUT USE OF A KEY, OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. EXIT DOORS SHALL HAVE SIGN ABOVE STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" IN 1" HIGH BLACK VINYL LETTERS ON A SILVER BACKGROUND. LOCKING DEVICE TO BE OF TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. 4. INSTALL ALL DOORS AND HARDWARE TO MEET ACCESSIBILITY REQUIREMENTS. 5. ALL EXTERIOR DOOR FRAMES TO BE PROVIDED AS PART OF THE STOREFRONT SYSTEM. PROVIDE DOOR MANUFACTURER'S STANDARD REINFORCING AT VERTICAL/HORIZONTAL MEMBERS TO MEET CODE REQUIRED WIND LOADS. 6. THE BOTTOM 10 INCHES OF ALL DOORS SHALL HAVE A SMOOTH AND UNINTERRUPTED SURFACE. 7. SEE MECHANICAL PLANS FOR DOORS REQUIRED TO BE UNDERCUT. 8. PROVIDE SOLID WOOD BLOCKING WITHIN STUD WALL FRAMING ADJACENT TO STRIKE PLATE. 9. BOTH SIDES OF DOOR LEAFS AND FRAMES SHALL BE FINISHED THE SAME, UNLESS OTHERWISE NOTED. 10. HOLLOW METAL DOORS SHALL BE FINISHED WITH SEMI-GLOSS PAINT. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 11. ALL WOOD DOORS FRAMES AND TRIMS SHALL BE ARCHITECTURAL WOODWORK INSTITUTE OR WIC CUSTOM GRADE. 12. PROVIDE DOORS MADE WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS WHERE POSSIBLE THAT DO NOT CONTAIN UREA FORMALDEHYDE. 13. WHERE POSSIBLE, ALL WOOD UTILIZED ON THE JOB (SOLID LUMBER AND TIMBER PANEL PRODUCTS PLUS FINISHED WOOD) SHOULD ORIGINATE FROM REGIONAL SOURCES AND FROM CERTIFIED AND SUSTAINABLE SOURCES (SUCH AS SUSTAINABLE FORESTRY INITIATIVE, CSA, FORESTRY STEWARDSHIP COUNCIL, OR AMERICAN TREE FARM SYSTEMS). 14. SAFETY GLAZING: DOORS AND SIDELITES: ALL GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BI-FOLD DOORS SHALL BE TEMPERED. GLAZING ADJACENT TO DOORS SHALL BE TEMPERED IF THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE. WITHIN 24" OF EITHER SIDE OF THE DOOR IF GLAZING IS IN THE SAME PLANE AS THE DOOR, OR IF GLAZING IS IN A WALL PERPENDICULAR TO THE DOOR WITHIN 24" ON THE HINGE SIDE OF AN INSWING DOOR. 15. SAFETY GLAZING: WINDOWS: GLAZING SHALL BE TEMPERED FOR ANY WINDOWS MORE THAN 9 SQUARE FEET IN ONE SINGLE PIECE OF GLASS, 18 INCHES OR LESS FROM THE FLOOR, WHERE THE TOP OF THE GLASS IS GREATER THAN 36 INCHES ABOVE THE FLOOR AND WHERE THERE IS 36-INCH WALKWAY ON EITHER SIDE OF GLASS. 16. FOLLOW MANUFACTURER'S SPECIFICATIONS/INSTALLATION REQUIREMENTS FOR ALL FIRE RATED AND FIRE RESISTIVE GLAZING ASSEMBLIES. - TEMPERED GLASS NOTES: • FULLY TEMPER GLASS WHERE REQUIRED BY CODE. 1. ANY SUBSTITUTIONS SHALL BE SUBMITTED WITH CATALOG FOR APPROVAL BY ARCHITECT AND/OR OWNER PM. 2. THE CONTRACTOR IS RESPONSIBLE TO BID HARDWARE THAT CONFORMS TO REQUIREMENTS OF THE JURISDICTIONAL CODE AUTHORITIES. 3. EXTERIOR DOOR CLOSERS TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 15.0 LBS. (1008.1.3) AT FIRE DOOR. USE FORCE ACCEPTABLE BY FIRE MARSHAL. 4. INTERIOR DOOR CLOSERS TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 5.0 LBS. 5. COORDINATE ALL HARDWARE WITH DOORS AND FRAMES AS SPECIFIED, INCLUDING LOCKETS AND STRIKES. ALL DOOR HARDWARE SHALL BE INSTALLED TO COMPLY WITH LOCAL REQUIREMENTS. 6. WHERE OPENINGS ARE NOTED WITH AN HOURLY FIRE RESISTANCE RATING, PROVIDE HARDWARE COMPONENTS LABELED BY UNDERWRITERS LABORATORY, OR OTHER TESTING LABORATORY APPROVED BY THE LOCAL CODE AUTHORITIES TO MEET THE HOURLY FIRE RATING NOTED. 7. COORDINATE KEYING WITH THE OWNER'S DESIGNATED REPRESENTATIVE. FURNISH CONSTRUCTION KEY SYSTEM WITH KEYS WHICH CAN BE RENDERED INOPERATIVE BY THE TURN OF THE CHANGE KEY. STAMP ALL KEYS "DO NOT DUPLICATE". 8. FURNISH TWO PAIR HINGES PER LEAF, U.O.N. FURNISH HINGES WITH STAINLESS STEEL PINS AND CONCEALED BEARINGS. SIZE LISTED IN HARDWARE SETS INDICATE HEIGHT. 9. FURNISH SILENCERS FOR ALL INTERIOR FRAMES: 3 FOR SINGLE DOORS, 4 FOR PAIR OF DOORS. OMIT WHERE SOUND OR LIGHT SEAL OCCURS. 10. ALL ELECTRONIC HARDWARE SHALL BE FAILSAFE AND TIED INTO THE LIFE SAFETY SYSTEM UNLESS OTHERWISE NOTED. NOTE: (1) HARDWARE SHOWN HERE APPLY TO STANDARD 8'-0" DOORS. CONTRACTOR AND SUPPLIER TO SUBMIT SPECIFICATIONS FOR LARGE SIZE DOORS AS APPLICABLE. (2) ALL EXPOSED DOOR HARDWARE TO MATCH STOREFRONT FINISH. DUST PROOF: (1) EA-STRIKE IVES DP-613" . T D-02 SALES DOOR B (E)(E)- (E)- (E)#2 EXISTING DOOR WITH UPGRADED HARDWARE FOR EGRESS SET# 2 -EXISTING SALES DOOR HINGES: EXISTING LOCKSET: YKK CONCEALED VERTICAL ROD PANIC EXIT DEVICE IN BLACK ANNODIZED FNISH OR SIMILAR. CYLINDERS: EXISTING THRESHOLD EXISTING BOLT: HEADER BOLT: EXISTING CLOSER (OVERHEAD- EXISTING CONCEALED): PULLS: EXISTING THRESHOLD: EXSTING DOOR BOTTOMS: EXISTING WEATHERSTRIP: EXISTING D-03 STOREFRONT DOOR A (E)(E)- (E)- (E)#3 EXISTING DOOR WITH UPGRADED HARDWARE FOR EGRESS D-04 EGRESS DOOR B (E)(E)-(E)- (E)#2 EXISTING DOOR WITH UPGRADED HARDWARE FOR EGRESS SET# 3 -EXISTING ENTRY DOOR HINGES: EXISTING LOCKSET: EXISTING CYLINDERS: EXISTING THRESHOLD EXISTING BOLT: HEADER BOLT: EXISTING CLOSER (OVERHEAD- EXISTING CONCEALED): PULLS: EXISTING THRESHOLD: EXSTING DOOR BOTTOMS: EXISTING WEATHERSTRIP: EXISTING NOTE: DUST PROOF: EXISTING GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 W-1 PAINT BENJAMIN MOORE OC-117 SIMPLY WHITE, 549-1X AURA INT EGGSHELL APPLIED TO SALES FLOOR WALLS + STORM DRAIN + COLUMNS RESTROOMS, HALLWAY, MANAGER'S OFFICE, BREAK AREA B-3 CERAMIC TILE COVED BASE DAL TILE GROUT: BOSTIK COLOR WHEEL CLASSIC ARCTIC WHITE 0190 W/ 1/16" GROUT JOINT TILE SCR-L-3601 AT OUTSIDE CORNERS, MITER AT INSIDE CORNERS, SEE INTERIOR DETAILS. GROUT: BOSTIK BRIGHT WHITE H177, SANDED. SEALANT: BOSTIK 100% PURE SILICONE. SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A00.04 FINISH SCHEDULE YM AR FINISH NOTESFINISH SCHEDULE W-2 PAINT - BARRICADE BENJAMIN MOORE; REGAL B.M. ECO, LATEX EGGSHELL, AURA, 319-79 ATRIUM WHITE SEMI-GLOSS ON BARRICADES ONLY W-3 PAINT BENJAMIN MOORE OC-117 SIMPLY WHITE, 551-1X AURA SEMI GLOSS APPLIED TO INTERIOR DOOR, WINDOW TRIMS, & WALL BASE W-5 FRP MARLITE P-100, WHITE INSTALL TO 8'-0" AFF @ MOP SINK W-6 WOOD CLADDING TBD TBD ALTERNATE FINISH. OWNER PROVIDED / VENDOR INSTALLED C-1 PAINT BENJAMIN MOORE OC-117 SIMPLY WHITE, 547-1X AURA INT FLAT AT ALL GWB CEILINGS INCLUDING MANAGER'S OFFICE, RESTROOMS & CORRIDOR. REFER TO RCP C-2 PAINT BENJAMIN MOORE OC-117 SIMPLY WHITE / DRYFALL 395-1X LATEX DRYFALL FLAT SALES AREA EXPOSED CEILING, STRUCTURE, CONDUIT, JOISTS, METAL DECKING, DUCTWORK ETC C-3 WOOD SOFFIT CLADDING TBD WHITE OAK ARCHITECTURAL SOFFIT CLADDING. REFER TO RCP F-1 WOOD FLOOR INLAY URBAN EVOLUTIONS TO MATCH EXISTING RECLAIMED WOOD AT INLAYS WSI TO PROVIDE FLOORING, GC TO PROVIDE 3/4" SUBFLOOR SHEATHING PER SPECIFICATIONS FOR NAILDOWN. | @ SALES F-2 CONCRETE FLOOR TOPPING G.C.PER WSI APPROVED SAMPLE @SALES, STOCK CONTACT BILL KREISL DIRECTLY AT 530-306-2581 OR BKREISL@OAKSTONECONSTRUCTION.COM F-4 SHEET VINYL FLOORING ARMSTRONG ARMSTRONG "CONNECTION CORLON" 88702 WHITE CLIFFS INSTALL OVER WATERPROOFING MEMBRANE AT SCULLERY AREA. TURN UP WALL 6" FOR INTEGRAL COVE. F-6 METAL ENTRY MAT NYSTROM ENVIRONTREAD II; GRAY / AL.; RIGID GRILLE; SINGLE OPEN TREAD MECHANICALLY FASTENED LEVEL BED FRAME ; 1-1/2" DEPRESSION FLOORING / BASE FINISH BASE B-2 COVED VINYL BASE BURKE FLOORING #701P, BLACK COVE; 4" HIGH @ STOCKROOM & BOH AS REQ'D @ AREAS OF DEMOLITION AND (N) CONSTRUCTION WALLS CEILING CT1 STONE COUNTERTOP SAJO ABSOLUTE BLACK GRANITE, LEATHER FINISH PER MILLWORK VENDOR SHOP DRAWINGS MISCELLANEOUS W-7 FIRE TAPE + PRIME BY G.C.--FIRE TAPE AND PRIME AT STOCKROOM GYP WALLS ONLY WD-3 RECLAIMED WOOD PLANK URBAN EVOLUTIONS PREFINISHED RECLAIMED WOOD PLANK SKYLIGHT CLADDING & B-LINE CLADDING; FULL PLANKS CG-1 METAL CORNER GUARD GRAINGER OR SIMILAR 2"X2"X48" CORNER GUARD; WHITE; 8 WALL HOLES SCREWS TO BE PAINTED TO MATCH CORNER GUARD FINISH. F-3 CERAMIC FLOOR TILE TILE: DAL TILE BLACK/EBONY HEXAGON, KEYSTONE STYLE: D311; SIZE: 2"X2" HEXAGON WITH 1/8" GROUT JOINT GROUT COLOR: BOSTIK, COLOR: FRENCH GRAY H142 F-7 CONCRETE SEALER SALES DIVERSEY 3 COATS JONCRETE MATTE SEALER FLOOR TO BE CLEANED PRIOR TO APPLICATION. CLEAN WITH A WET MOP AND WATER. CONCRETE IS TO BE APPLIED STRAIGHT FROM THE CONTAINER, NO WATER ADDED. APPLY WITH A CLEAN MOP OR SHEEPSKIN PAD. 3 COATS. ALLOW TO DRY 2 HOURS BETWEEN COATS. F-8 CONCRETE SEALER STOCK MONOPOLE INC. MONOCHEM AQUASEAL W20, CLEAR MATTE PROVIDE 2 COATS ON ALL NEW PATCHWORK/TRANSITION RAMPS @ B.O.H. CONC. FLOORING PER MFR SPECS. W-4 CERAMIC TILE DAL TILE GROUT: BOSTIK 3"x 6" COLOR WHEEL CLASSIC ARCTIC WHITE 0190 WITH 1/16" GROUT JOINT RESTROOM WALLS, RUNNING BOND (1 COVE, 16 TILE, 1 BULLNOSE) GROUT: BOSTIK BRIGHT WHITE H177, SANDED. BULLNOSE TOP @ RESTROOM WALLS; SEALANT: BOSTIK 100% PURE SILICONE. MATERIAL DESCRIPTION VENDOR/MANUFACTURER TYPE/COLOR REMARKSFINISH W-8 BACKWRAP WALL TILE ANN SACKS VERSAILLES SPECIALITY; AS15585C; 2016 STYLE FINISH; SIZE 6"X6" PATTERN: SILVER FLAKE; GLASS TYPE STANDARD W-9 PAINT ISOLATEK INTERNATIONAL CAFCO SPRAY FILM, WB 5 ALL EXPOSED COLUMNS W-10 PAINT BENJAMIN MOORE MASTIC GROUT: BLACK OR DRAK MASTIX, LATICRETE PERMACOLOR RAVEN GRAY CAN BE SEEN BEHIND THE GLASS OF THE TILE 1. ALL FINISHED WORK SHALL BE FIRM, WELL ANCHORED, IN TRUE ALIGNMENT, PLUMB, LEVEL, WITH SMOOTH, CLEAN, UNIFORM APPEARANCE WITHOUT WAVES, DISTORTIONS, HOLES, MARKS, CRACKS, STAINS OR SCRIBED. THE FINISH WORK SHALL NOT HAVE UNSLIGHTLY ANCHORS OR FASTENERS AND SHALL NOT PRESENT HAZARDOUS, UNSAFE CORNERS. ALL WORK SHALL HAVE THE PROVISION FOR EXPANSION, CONTRACTION, AND SHRINKAGE AS NECESSARY TO PREVENT CRACKS, BUCKLING, AND WARPING DUE TO TEMPERATURE AND HUMIDITY CONDITION. 2. ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SCHEDULED FINISH PER MANUFACTURERS RECOMMENDATIONS. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH PAINT GRADE WOODWORK SHALL BE HAND SANDED BETWEEN COATS AND DUSTED CLEAN. ALL HOLES, PITCH POCKETS, OR SAPPY PORTIONS SHALL BE SCRAPED AND SEALED WITH KNOT SEALER. NAIL HOLES, CRACKS, OR DEFECTS SHALL BE PUTTIED AFTER FIRST COAT, WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE OIL OR GREASE WITH MINERAL SPIRITS. 3. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED ½ INCH ABOVE THE FINISHED FLOOR OR LANDING. RAISED THRESHOLDS AND LEVEL CHANGES GREATER THAN ¼ INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL. 4. WHERE APPLICABLE, EXISTING PLASTER AND CONCRETE STRUCTURE SCHEDULED TO BE EXPOSED SHALL BE FINISHED TO PROVIDE A LEVEL 3 FINISH U.O.N. 5. STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN VIEWED FROM ANY REASONABLE ANGLE. 6. ALL INTERSECTIONS OF FLOOR FINISH MATERIALS SHALL BE LOCATED DIRECTLY UNDER CENTER OF DOOR, WHERE OCCURS, U.O.N.. DYNAMIC COEFFICIENT OF FICTION (DCOR) FOR DRY LEVEL FLOORING SURFACES (INCLUDING SEALED CONCRETE) TO BE 0.42 MIN. MANUFACTURER'S DOCUMENTATION TO BE INCLUDED IN MATERIAL SUBMISSIONS. 7. CONTRACTOR SHALL USE PAINT SPECIFIED BY ARCHITECT AND SHALL PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE (1) PRIME COAT AND (2) FINISH COATS (MIN) OF PAINT IN COLOR SPECIFIED BY ARCHITECT." PROVIDE ADDITIONAL PREPARATION AND FINISH PAINT COATS AS REQUIRED BY PAINT MANUFACTURER. 8. EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK, INCLUDING WOOD FLOORING AND MILLWORK INSTALLATION, AND PROCEED WITH TOUCH-UP" AS REQUIRED. 9.SCULLERY AREA MUST BE SMOOTH, SEALED, WATERPROOF AND EASILY CLEANABLE TO HEIGHT OF SPLASH. IT MUST BE FINISHED WITH DURABLE AND WATERPROOF MATERIALS (I.E., FRP, STAINLESS STEEL AS SHOWN ON DRAWINGS). PAINTED/SEALED CONCRETE, CMU, OR DRY WALL IN SCULLERY IS NOT ALLOWED. PROVIDE A SMOOTH, NONABSORBENT, EASILY CLEANABLE SURFACE FOR THE WALLS AND CEILINGS OF THE FOOD PREPARATION, UTENSIL WASHING, FOOD SERVICE AREAS. 10.EXPOSED DECK, DUCTWORK AND ALL EXISTING CEILING ELEMENTS TO BE PAINTED PER FINISH PLAN. 11. SEAM AT ROOF PEAKS TO BE MITERED. GC TO ENSURE CLEAN/STRAIGHT LINE. APPLY BONDO AND PAINT TO MAKE SEAM DISAPPEAR. THE PEAK OF ROOF SHALL BE ALIGNED, LEVELED, FILLED, SANDED AND FINISHED TO APPEAR SEAMLESS. F-1 FRAME DYKES LUMBER COMPANY STRAIGHT FRAME OFF THE SHELF WOOD PROFILE MOLDING; CURVED FRAME FLEXIBLE/SILICONE MOLDING B-1 WOOD WALL BASE LOCAL SOURCE 5" X3/4" BASE, PRIMED [W-3]FURNISHED AND INSTALLED BY GC; SCRIBE BASE TO FLOOR. SEE INTERIOR DETAILS FOR PROFILE W-11 PAINT BENJAMIN MOORE BIM OC117 SIMPLY WHITE, SEMI GLOSS CC4560-G @FIXTURES GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A00.02 RESPONSIBILITY & SUBMITTAL MATRIX STAFF PS RESPONSIBILITY MATRIX ITEM EXISTINGOWNER/VENDORFURNISHOWNER/VENDORINSTALLGC FURNISHGC INSTALLREMARKS STRUCTURAL STRUCTURAL WORK (AS SPECIFIED) MEP MEP WORK (AS SPECIFIED) HVAC TESTING AND BALANCING UNITS ARE EXISTING. NO CHANGES TO EXISTING MECHANICAL UNDERGROUND PLUMBING THERMOSTATS AIR DEVICES FIRE AUTOMATIC SPRINKLER SYSTEM FIRE EXTINGUISHERS GC SCOPE LIMITED TO RELOCATION FIRE ALARM SYSTEM SMOKE DETECTORS ELECTRICAL/LOW VOLTAGE SECURITY SYSTEM (INCL. CAMERAS, ALARM, ETC.) SECURITY PHONE JACK PHONE EQUIPMENT AND WIRING CONDUIT/PULL WIRE BY GC. END DEVICES F/I BY WSI VENDOR STEREO SYSTEM: SPEAKERS, SUBWOOFER AND RACK STEREO SYSTEM: SUPPORT COMPONENTS POS CONDUITS / PULL STRINGS POS EQUIPMENT SETUP AND WIRING WIRELESS ACCESS POINT CONDUIT / PULL STRINGS CONDUIT/PULL WIRE BY GC. END DEVICES F/I BY WSI VENDOR WIRELESS ACCESS POINT SETUP AND WIRING CONDUIT/PULL WIRE BY GC. END DEVICES F/I BY WSI VENDOR TRANSFORMER AND ELECTRICAL PANELS "SHOPPER TRAK" SYSTEM + MOTION SENSORS CONDUIT/PULL WIRE BY GC. END DEVICES F/I BY WSI VENDOR DATA COMMUNICATION CONDUIT / PULL WIRE BY GC. FULL WIRING BY WSI. IT FLOOR BOX FLOOR BOX & PULL STRINGS LIGHTING CONTROLS CURRENT LIMITER PANEL FINAL CONNECTION ON EXTERIOR SIGNS DOORS AND HARDWARE LOCK KEYS AND NEW STORE CORES TRILOGY LOCKS AT BOH THRESHOLDS EXTERIOR AND STOREFRONT EXTERIOR STUD WALLS BATT INSULATION R-10 MIN. OR AS REQUIRED PER ENERGY CODE BLOCKING GRANITE STONE BASE THRESHOLDS STOREFRONT DOORS, GLAZING, HARDWARE, TRANSITION STRIPS AND DOOR PULLS EXIT DOOR AND FRAME SIDING AND TRIMS PAINT AND FINISHES ENTRY PATIO TRELLIS METAL CANOPY WINDOW CANOPY TRELLIS WALL TRELLIS PLANTER POTS PLANTS HARDSCAPE BY LL, PLANTS FOR POTS BY GC LANDSCAPING ROOF AND WATERPROOFING ROOF, EXHAUST FANS/ VENTILATION FOR RR WATERPROOFING GUTTERS, DRAINS AND DOWNSPOUTS GYP. BOARD AT SKYLIGHT INTERIOR SURROUND SKYLIGHT ROOF ACCESS HATCH LOCATED WITHIN PREMISES MECHANICAL SCREENING (IF REQUIRED)TO BE SCREENED, SEPARATE SCREEN WALLS AS REQUIRED FLASHING AT PARAPET SHELL SLAB AND FLOORING CONCRETE FLOOR AND FINISHING REFER TO SLAB PLAN FOR APPLICABLE ITEMS EXPANSION JOINTS TRENCHING REFER TO SLAB PLAN FOR APPLICABLE ITEMS FLOOR BOXES AND STUB UPS REFER TO SLAB PLAN FOR APPLICABLE ITEMS DEPRESSIONS FOR WOOD INLAYS REFER TO SLAB PLAN FOR APPLICABLE ITEMS ITEM EXISTINGOWNER/VENDORFURNISHOWNER/VENDORINSTALLGC FURNISHGC INSTALLREMARKS INTERIOR WALLS, PARTITIONS AND DOORS PARTITION STUD WALLS BATT INSULATION FURRED WALLS CONCEALED IN-WALL WOOD BLOCKING FRP UP TO 8'-0" AFF AT MOP SINK DOORS AND FRAMES DOOR HARDWARE DOWNTAKE PIPES BLOCKING CEILINGS GYPSUM CEILING LIMITED SCOPE ON SALES FLOOR INSULATION AT ROOF PAINTING LIMITED SCOPE ON SALES FLOOR FLOORING AND BASE WOOD INLAYS CONCRETE SEALER REFER TO SLAB PLAN FOR APPLICABLE ITEMS CERAMIC TILE COVED BASE RESTROOMS AND MOP-SINK FLOOR/ WALL TILE AND GROUT AT RESTROOM LIGHT FIXTURE MIRROR WATER CLOSETS LAVATORY BABY CHANGING STATION FLOOR DRAINS GRAB BARS FAUCETS MOP SINK PAINT LIGHTING LIGHT FIXTURES AND LAMPS + TRACK ADAPTERS LIGHTING (B-LINE) WHIP FOR LIGHTING GALLERY BAYS TRACK LIGHT FOR LIGHTING GALLERY BAYS TRACK LIGHT AND TRACK RUNS LIMITED SCOPE, REFER TO RCP. DECORATIVE PENDANTS EXTERIOR SCONCES FINAL CONNECTION ON EXTERIOR SIGNS FINAL CONNECTION ON EXTERIOR LIGHTING FURNITURE AND FIXTURES - SALES CASEWORK/ STORE FIXTURES GC TO CORDINATE REFURBUSHMENT PIECES WITH VENDOR CASHWRAP/ BACKWRAP LOOSE FIXTURES / ACCESSORIES DESIGN CONSULT TABLE DESIGN CONSULT TABLE WIRE COVER INSTALL BY FIXTURE INSTALLER. POWER/DATA STUB-UP LOCATION TO BE COORDINATED FURTHER WITH LL CHAIRS AT DESIGN CONSULT TABLE WATERFALL SHELVES AND SUPPORT SYSTEM AS NOTED ON FIXTURE PLAN PRIMED WOOD BASE STONE COUNTERS PRIMED WOOD DOOR TRIM CASING FURNISHED/INSTALLED BY WSI. PAINTING BY GC WALK OFF MAT AT ENTRY GC TO PROVIDE SUBMITTAL ANTI-FATIGUE MAT AT CASH WRAP WHITE POWDER COATED CORNER GUARDS (SALES) WOOD CLADDING FOR B-LINE INSTALLED BY FIXTURE INSTALLER, BLIINE & LIGHTING 100% INSTALLED BEFORE FIXTURES ARRIVE PLYWOOD BLOCKING & WOOD CLADDING FOR SKYLIGHT INSTALLED BY FIXTURE INSTALLER BACKWRAP WALL TILE,SCHLUTER FURNITURE AND FIXTURES - B.O.H BULK AND STOCK SHELVING RACKS & SHELVING PROVIDED AND INSTALLED BY PB VENDOR -DEFERRED PERMIT & SIGN OFF BY GC. -GC TO PROVIDE 2 DAYS LABOR AT FIRST 2 DAYS & AT TURNOVER EMPLOYEE BREAK COUNTER/ TABLE/ SHELVING/ HARDWARE BLOCKING/BACKING PROVIDE S&R DESK/ BOPIS DESK/ SHELVING/ HARDWARE BLOCKING/BACKING PROVIDED BY GC. POWER/DATA TOBE COORDINATED BY GC. CORNER GUARDS BLOCKING/BACKING INSTALL BY GC COAT RACKS / COAT HOOKS MOP SHELVES AND HOLDER BY FIXTURE INSTALLER EMPLOYEE LOCKERS (SIX TIER) BLOCKING/BACKING INSTALL BY GC REFRIGERATOR MICROWAVE EMPLOYEE BREAK COUNTER SINK / FAUCET VINYL WALL BASE ITEM EXISTINGOWNER/VENDORFURNISHOWNER/VENDORINSTALLGC FURNISHGC INSTALLREMARKS MANAGER'S OFFICE MANAGER'S DESK / SHELVING / HARDWARE SAFE GC TO BOLT TO FLOOR AT TURNOVER FABRIC PIN BOARDS VINYL WALL BASE SIGNAGE AND GRAPHICS STOREFRONT SIGNAGE: INCLUDES WINDOW VINYLS, MAIN SIGNS, BLADE SIGNS, ETC. SIGNAGE POWER AND BACKING INTERIOR SIGNAGE ADA SIGNAGE TEMPORARY GRAPHICS / BARRICADE GRAPHICS SUBMITTAL SCHEDULE STATUS ITEM REQUIRED FOR REVIEW REQUIRED APPROVALS ENG ARCH WSI GC PHYSICAL SAMPLES STOREFRONT STOREFRONT SYSTEM FINISH SAMPLE GLAZING SAMPLE STOREFRONT BASE FINISH SAMPLE CANOPY - METAL FINISH FINISH SAMPLE FINISHES EXTERIOR WOOD SIDING FINISH SAMPLE - PAINTED ACCORDING TO WSI SPECIFICATIONS PAINT DRAWDOWNS FOR EACH COLOR CONCRETE FLOOR MOCKUP OR USE WSI VENDOR TILE MOCKUP OR USE WSI VENDOR SHOP DRAWINGS AND SPECS EMAIL TO ARCHITECT STOREFRONT STOREFRONT SYSTEM SHOP DRAWINGS STOREFRONT BASE SHOP DRAWINGS WITH SEAMING DIAGRAM ENTRY DOOR AND HARDWARE PRODUCT DATA ASHLEY NORTON DOOR PULLS PRODUCT DATA CANOPY SHOP DRAWINGS MEP ELECTRICAL FLOOR BOXES PRODUCT DATA ELECTRICAL SWITCHGEAR PRODUCT DATA ELECTRICAL PANELS PRODUCT DATA RESTROOM EXHAUST DISCHARGE SHOP DRAWINGS + PRODUCT DATA HVAC EQUIP SHOP DRAWINGS HVAC DISTRIBUTION PRODUCT DATA HVAC GRILLES PRODUCT DATA HVAC CONTROLS PRODUCT DATA PLUMBING ACCESSORIES PRODUCT DATA PLUMBING FIXTURES PRODUCT DATA LIGHT FIXTURES PRODUCT DATA SPRINKLER SHOP DRAWINGS REVIEWED BY ARCH. & WSI FIRST THEN COPIED TO GC WHEN APPROVED FIRE ALARM SHOP DRAWINGS REVIEWED BY ARCH. & WSI FIRST THEN COPIED TO GC WHEN APPROVED OTHERS DOORS + HARDWARE ENTRY, BOH, RESTROOM - PRODUCT DATA CONCRETE PRODUCT DATA VENDOR RESPONSIBILITY TEMPORARY GRAPHICS SHOP DRAWINGS SIGNAGE SHOP DRAWINGS STOCKROOM SHELVING SHOP DRAWINGS NOTE: ALL SUBMITTALS REQUIRE A MINIMUM 2 WEEK REVIEW PERIOD 8. TREE PROTECTION TREE PROTECTION DETAILS SD-10 TREE.DWG NO.REVISION BY DATE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS SHEET: FILENAME: NO SCALE TYPICAL TREE PROTECTION FENCING HIGH VISIBILITY PLASTIC MESH FENCING SINGLE TREE TREE CLUSTER DRIP LINE CRITICAL ROOT ZONE 20’ (CONCEPTUAL) TO OUTERMOST DRIP LINE 20’ (CONCEPTUAL) RADIUS FOR CONCENTRIC CIRCLE HIGH VISIBILITY PLASTIC MESH FENCING DRIP LINE TRUNK CRITICAL ROOT ZONE AREA NO SCALE CRITICAL ROOT ZONE: The area of undisturbed natural soil around a tree defined by a concentric circle with a radius to the distance from the tree trunk to the outermost portion of the drip line. DRIP LINE: A vertical line run through the outermost portion of the canopy of a tree and extending to the ground. TYPICAL TREE BORING AND TUNNELING NO SCALE TRENCH - 40% ROOT KILL TUNNELING SAVES ROOTS BORING: Boring of utilities under protected trees shall be required in those circumstances where it is not possible to trench around the critical root zone of protected trees. When required, the length of the bore shall be the width of the critical root zone at a minimum and shall be a minimum depth of 48 inches. TYPICAL TREE PRUNING A. Make partial cut from beneath, at a point several inches away from the trunk. B. Make a second cut from above several inches out from the first cut, to allow the limb to fall safely. C. Complete the job with a final cut just outside the branch collar, the raised area that surrounds the branch where it joins the trunk. A NO SCALE B C SOUTHLAKE TREE PROTECTION SIGN TREE PROTECTION SIGN TREE PROTECTION SIGN PROTECTIVE FENCING: Orange Vinyl construction fencing, chain link fencing, snow fencing or other similar fencing at least four feet (4’) high and supported at a maximum of ten-foot (10’) intervals by approved methods sufficient enough to keep the fence upright and in place. The fencing shall be of a highly visible material, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible to the workers on-site. PRIOR TO CONSTRUCTION: The contractor or subcontractor shall construct and maintain, for each protected tree or group of trees on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the trees to protect them from construction activity. All protective fencing shall be in place prior to commencement of any site work and remain in place until all exterior work has been completed. DATE: APRIL 2009 The following activities are prohibited within the limits of the critical root zone of any protected tree subject to the provisions of the Tree Preservation Ordinance. The following procedures shall be followed on all types of construction projects (including residential, commercial, and municipal / public domain projects). 1. Material Storage: No storage or placement of materials intended for use in construction or waste materials accumulated due to excavation or demolition shall be placed within the limits of the critical root zone of any protected tree. 2. Equipment Cleaning/Liquid Disposal: No equipment shall be cleaned or other liquids, including, without limitation, paint, oil, solvents, asphalt, concrete, mortar or similar materials deposited or allowed to flow into the critical root zone of a protected tree. 3. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature, shall be attached to any protected tree. 4. Vehicular Traffic: No vehicular and/or construction equipment traffic or parking shall take place within the critical root zone of any protected tree other than on existing street pavement. This restriction does not apply to single incident access within the critical root zone for purposes of establishing the building pad and associated lot grading, vehicular traffic necessary for routine utility maintenance, emergency restoration of utility service, or routine mowing operations. 5. Grade Changes: No grade changes shall be allowed within the limits of the critical root zone of any protected tree unless adequate protective construction methods are approved in advance in writing by the Administrative Official. 6. Impervious Paving: No paving with asphalt, concrete or other impervious materials shall be placed within the limits of the critical root zone of a protected tree except as otherwise allowed in this Ordinance. 7. No heavy equipment, including but not limited to trucks, tractors, trailers, bulldozers, bobcat tractors, trenchers, compressors, and hoists, shall be allowed inside the drip-line of any protected tree on any construction site without prior written approval of the Administrative Official. 8. Root Pruning: All roots two inches or larger in diameter which are exposed as a result of trenching or other excavation shall be cut off square with a sharp medium tooth saw and covered with pruning compound within two hours of initial exposure. The following procedures shall be followed on all types of construction projects (including residential, commercial, and municipal / public domain projects). 1. Protective Fencing: Prior to the issuance of any building or earth disturbance permit, or commencing construction, the owner, contractor or subcontractor shall construct and maintain, for each protected tree on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the tree to protect it from construction activity or in cases of heavily wooded sites, as approved by the Administrative Official. 2. All protective fencing shall be in place prior to commencement of any site work and remain in place until all exterior construction activity at the site has been completed. 3. Protective fencing shall be at least four (4) feet high, clearly visible, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible to workers on the site. 4. The use of orange vinyl construction fencing or other similar fencing is generally permitted only if there is no construction or vehicular activity within ten (10) feet of the fence. If construction activity or vehicular traffic is expected within ten (10) feet of the fence, the fence shall be constructed of chain link or other similar metal, wooden material or semi-rigid vinyl tape fencing supported with a top support wire or equivalent support material affixed to metal or wooden posts, all of which shall be six (6) feet in height. 5. All protective fencing shall be supported at a maximum of ten (10) foot intervals by approved methods sufficient enough to keep the fence upright and in place for the duration of the construction. 6. The owner shall cause the required fencing to be installed and maintained for the duration of the construction. 7. For permits involving trenching such as sewer services, irrigation systems or underground electrical work, the applicant shall provide sufficient plans to provide protection of the trees in the vicinity of the work. 8. The "tree protection sign" tree preservation instruction detail sheet and approved tree conservation plan shall be posted at each entrance to the subject property upon which one or more trees subject to the permit is situated, and at any other location designated by the Administrative Official. 9. All of the above conditions must be adhered to and inspected by a city inspector prior to the issuance of any permits. CANOPY 2"X4" LUMBER WIRE TYPICAL BARK PROTECTION NO SCALE In situations where a protected tree remains in the immediate area of intended construction and the tree may be in danger of being damaged by construction equipment or other activity, the contractor or subcontractor shall protect the tree with 2"x4" lumber encircled with wire or other means that do not damage the tree. The intent is to protect the trunk of the tree against incidental contact by large construction equipment. SD-9 TREE PROTECTION DETAILS - FOR REFERENCE 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 MEN REFUGEAREA OF AREA OF REFUGE 60" MIN1524 MM18" MIN 447 MM 48" MIN1219 MM48" MIN1219 MM12" MIN 305 MM 60" MIN1524 MM36" MIN 914 MM42" MIN1065 MM22" MIN 559 MM 22" MIN 559 MM48" MIN1219 MM24" MIN 610 MM48" MIN1219 MM24" MIN 610 MM42" MIN1065 MM48" MIN1219 MM42" MIN1067 MM42" MIN1067 MM22" MIN 559 MM42" MIN1067 MM24" MIN 610 MM60" MIN1525 MM60" MAX1524 MM48" MIN1219 MM18" MIN 475 MM 18" MIN457 MM45.00°NOT IN PICTOGRAM FIELD6" MIN152 MMCL A CLEAR WIDTH OF DOORWAYS B FRONT APPROACH, PULL SIDE C FRONT APPROACH, PUSH SIDE D FRONT APPROACH, PUSH SIDE E HINGE APPROACH, PULL SIDE F HINGE APPROACH, PUSH SIDE G HINGE APPROACH, PUSH SIDE H LATCH APPROACH, PULL SIDE L LATCH APPROACH, PUSH SIDE K LATCH APPROACH, PULL SIDE V FRONT APPROACH M SIDE APPROACHWPICTOGRAM FIELD J HINGE APPROACH, PULL SIDE R HEIGHT OF TACTILE CHARACTERS P STOP OR LATCH APPROACHUDOORS / GATES IN SERIES N POCKET OR HINGE APPROACH (C) FOLDING DOOR 32" MIN 813MM (B) SLIDING DOOR 32" MIN 813MM 32" MIN 813MM (A) HINGED DOOR 90.00°DOOR PROVIDED W/ BOTH CLOSER & LATCH DOOR PROVIDED W/ BOTH CLOSER & LATCHHEIGHT ABOVE FINISH FLOOR OR GROUND X > 8"203 MM18" MIN 457 MM60" MIN1524 MM(A) PULL SIDE 48" MIN1219 MMX > 8"203 MM(B) PUSH SIDE (C) PUSH SIDE, DOOR PROVIDED W/ BOTH CLOSER & LATCH 48" MIN1219 MM12" MIN 305 MM X > 8"203 MMT MANEUVERING CLEARANCES AT RECESSED DOORS S LOCATION OF TACTILE SIGNS AT DOOR 12" MIN 305 MM 24" MIN 610 MM54" MIN1370 MMDOOR PROVIDED W/ CLOSER 54" MIN1370 MM42" MIN 1065 MM 60" MIN 1525 MM 60" MIN 1525 MM 48" MIN1220 MMDOOR WIDTHDOOR WIDTH48" MIN1220 MMDOOR WIDTH60" MIN 1525 MM A00.09 ACCESSIBILITY DETAILS: DOOR CLEARANCES STAFF PS SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 (A) WHEELCHAIR ACCESSIBLE WATER CLOSETS (B) AMBULATORY ACCESSIBLE WATER CLOSETS 16" - 18" 432-457 MM 17" - 19" 432-483 MM CL 48" MIN 1219 MM 56" MIN 1422 MM 60" MIN1524 MMCL (A) OUT-SWINGING DOOR CLEARANCE 60" MIN @ SIDE DOOR 1524 MM MANEUVERING SPACE 55" MIN @ WALL MOUNTED 1499 MM WATER CLOSET 54" MIN 1372 MM60" MIN1524 MM36" MIN 914 MM 60" MIN1524 MM59" MIN @ WALL MOUNTED 1499 MM WATER CLOSET 36" MIN 914 MM CLEARANCE (B) IN-SWINGING DOOR CLEARANCE 60" MIN1524 MM42" MIN1067 MM4" MAX 102 MM 4" MAX102 MMALTERNATE DOOR DIRECTION (C) PLAN (B) ELEVATION CHILDREN (A) ELEVATION ADULT 6" MIN 152 MM12" MIN229 MM6" MIN 152 MM 9" MIN229 MM6" MIN 152 MM42" MIN1118 MM35" - 37" 889 - 940 MM60" MIN1524 MM(B) RECESSED OBJECT (A) PROJECTING OBJECT12" MIN305 MM1 1/2" MIN38 MM48"COAT HOOK 36" MAX5" MAX TO OPERABLE PARTS 15" MIN 5" CL OF SPOUT 36" MAXT.O. SPOUTCHANGING TABLE 27"KNEE SPACE34"TABLE HEIGHT8" MIN27" MIN34" MAX40" B.O. REFLECTIVESURFACE34" MAX27" MININSULATED ADA WRAPS ON DRAINS & HW SUPPLY SOAP DISPENSER MIRROR LAVATORY 17" - 19"T.O SEAT7" - 9"15" MIN33" - 36"T.O. GRAB BAR39" - 41"18" MIN42" MIN 12" MAX 54" MIN 39" - 41" 42" MAX GRAB BAR SANITARY NAPKIN DISPOSAL 33" - 36"12"24" 36" GRAB BAR TYP. ACCESSIBLE TOILET CL CL HI LO NOTE: EQUIPMENT PERMITTED IN SHADED AREA BUILT-IN FOUNTAIN OR COOLER CLEAR FLOOR SPACE ACCESSIBLE HEIGHT UNIT4'-0" MIN.8". MIN. 6". MAX 5" MAX. 15". MIN.9".MIN.27" MIN.36" MAX.4'-0" MIN.2'-6"EQEQ2'-0" MAX. 17"-19" CL DOOR SIGN AT TOILET ROOMS WOMENS RESTROOM MENS RESTROOM UNISEX RESTROOM WOMEN MEN MIN. 6"x6"x 1/4" FIELD WITH SYMBOLS NON-GLARE FINISH 5/8" HIGH MIN. TYPE 2" MAX SANS SERIF LETTERS, CHARACTER SPACING OF 1/8" MIN. 2"x6"x1/4" FIELD WITH TEXT AND GRADE 2 BRAILLE OF ABOVE TEXT A ACCESSIBLE SIGNAGE - RESTROOM NOTES: 1. RAISED CHARACTER ·BASED ON A CAPITAL 'I', HEIGHT MUST BE A MIN. OF 5/8" AND MAX OF 2"; WIDTH SHALL BE UPPER-CASE 'O' THAT IS 55% MIN AND 110% MAX OF THE UPPER CASE 'I'. ·SIGNS WITH BRAILLE MUST HAVE ALL UPPER-CASE TEXT ·STROKE WIDTH SHALL BE 10% MIN AND 30% MAX OF THE HEIGHT OF THE UPPERCASE 'I' ·CHARACTER SPACING IS 10% MIN AND 35% MAX OF CHARACTER HEIGHT ·RAISED 1 32" MIN. ·RAISED CHARACTERS ARE TO BE UPPER CASE ·CHARACTERS ARE TO BE IN SAN SERIF 2. FINISH AND CONTRAST: ·CHARACTERS AND BACKGROUND MUST BE A NON-GLARE FINISH. ·CHARACTERS AND SYMBOLS MUST BE A COLOR THAT CONTRASTS WITH THE BACKGROUND. 3. BRAILLE: ·MUST BE GRADE 2 ·BRAILLE IS TO BE BELOW ENTIRE TEXT BY 3/8" MIN FROM ANY OTHER RAISED CHARACTER AND 3/8" MIN FROM RAISED BORDERS AND DECORATIVE ELEMENTS 4. PICTOGRAM FIELD: ·POSITIONED AT THE TOP OF THE SIGN ·MIN. 6" TALL ·CHARACTERS AND BRAILLE ARE PLACED BELOW THE PICTOGRAM BUT NOT IN THE PICTOGRAM FIELD. 6. SEE SPECIFICATIONS FOR SIGNAGE MANUFACTURER & MOUNTING. NOTE: TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MIN. ABOVE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAX. ABOVE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS CL 60" MAX AFF60" MAX AFF48" MIN AFF48" MIN AFFG GRAB BARS SPACING D FIXTURE MOUNTING HEIGHTS - FOR REFERENCE ONLY M WATER CLOSET LOCATION J NOT USED K NOT USED S1 ACCESSIBLE W/C CL DRINKING WATER FOUNTAIN 1'-1 1/2"MIN.20" MAX48" MAXTO OPERABLE PORTION17" MAX.13 1/2" MIN.DEPTH FROMWALLURINAL 48"SWITCH COAT HOOK ELECTRIC SWITCH 34"TABLE HEIGHT27"KNEE SPACEL1 SINK CLEARANCE N NOT USED P WHEEL CHAIR ACCESSIBLE TOILET COMPARTMENT S2 AMBULATORY TOILET R WHEEL CHAIR ACCESSIBLE TOILET COMPARTMENT T MANEUVERING SPACE W/ SIDE OPENING DOOR V MANEUVERING SPACE W/ END-OPENING DOOR ACCESSIBLE TOILET COMPARTMENT ACCESSIBLE TOILET COMPARTMENT DOOR CLEARANCE TOE CLEARANCE C ACCESSIBLE DRINKING FOUNTAIN L2 URNIAL CLEARANCE 4'-0"2'-6"4'-0"2'-6" 2'-6" MIN SPOUT LOC. & TOE CLEARANCE18" MIN6" 24" MIN 18"MINHAND-DRYING ELEMANTS (AIRD DRYER OR PAPER TOWEL DISPENSER)38"-43" MAX59" MIN @ WALL MOUNTED 1499 MM WATER CLOSET 84" MIN 2135 MM60" MIN1524 MM17"-19" CL 11" MIN. CL HI LO 6" MIN152 MM56" MINOR55" MINOR59" MIN 1372 MM A00.10 ACCESSIBILITY DETAILS: RESTROOMS STAFF PS SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 BASE (A) 180 DEGREE TURN (B) 180 DEGREE TURN (EXCEPTION) (A)(B) (A)(B)1/2" MAX12.7MM1/4" MAX6.4 MM1/4" MAX6.4 MM1/4" MAX6.4 MM1/2" MAX12.7 MM60" MIN1524 MM36" MIN914 MM24" MIN610 MM60" MIN 1524 MM 12" MIN 305 MM 36" MIN 914 MM 12" MIN 305 MM 48" 1219 MM 30" MIN762 MM48" 1219 MM 30" MIN762 MM48"1219 MM30" MIN 762 MM 36" MIN 914 MMX > 24"610 MM60" MIN 1524 MMX > 15"381 MM30" MIN762 MM17" - 25" 432 - 635 MM6" MAX 152 MM 9"229 MMX ≥ 80"2032 MM4" MAX 102 MM X > 27"686 MM27" MAX686 MMX > 12" 305 MM > 27" AND < 80"X > 12" 305 MM 27" MAX686 MMX < 80"2032 MM48" MAX1219 MM15" MIN381 MM44" MAX1118 MM48" MAX1219 MM>20" - 25" MAX 508 - 635 MM20" MAX 508 MM 48" MAX1219 MM15" MIN381 MM10" MAX 254 MM 46" MAX1168 MM>10" - 24" MAX 254 - 610 MM34" MAX864 MM48" MAX1219 MM10" MAX 254 MM34" MAX864 MM27" MIN686 MM25" MAX 635 MM 30" MIN762 MM11" MIN 279 MM 9"229 MM8" MIN 203 MM32" MIN813 MM36" MIN914 MM32" MIN813 MM36" MIN914 MM24" MAX 610 MM 48" MIN 1219 MM 24" MAX 610 MM 36" MIN 914 MM 36" MIN 914 MM X<48" 1219 MM60" MIN1524 MM48" MIN1219 MM42" MIN 1067 MM X<48" 1219 MM 42" MIN 1067 MM ARM ARM 1 2 (B) PLAN (A) ELEVATION (B) PLAN (A) ELEVATION A CARPET PILE HEIGHT B ELONGATED OPENINGS IN FLR OR GR. SURFACES 1/2" MAX 12.7 MM LONG DIRECTIONPERPENDICULAR TODOMINANT DIRECTIONOF TRAVELDOMINANT DIRECTION OF TRAVEL C1 VERTICAL CHANGE IN LEVEL D T-SHAPED TURNING SPACES E CLEAR FLOOR OR GROUND SPACE F POSITION OF CLEAR FLOOR OR GROUND G MANEUVERING CLEARANCE, FORWARD APPROACH H MANEUVERING CLEARANCE, PARALLEL APPROACH J TOE CLEARANCE K KNEE CLEARANCE L LIMITS OF PROTRUDING OBJECTS M POST-MOUNTED PROTRUDING OBJECTSWCLEAR WIDTH AT TURN V CLEAR WIDTH OF AN ACCESSIBLE ROUTE R UNOBSTRUCTED FORWARD REACH P NOT USEDUOBSTRUCTED HIGH SIDE REACH N VERTICAL CLEARANCETUNOBSTRUCTED SIDE REACH S OBSTRUCTED HIGH FORWARD REACH C2 BEVELED CHANGE IN LEVEL IN AN ALCOVE IN AN ALCOVE 4" MAX4" MAX > 27" AND < 80"X > 12" 305 MM UNLIMITEDUNLIMITED UNLIMITED A00.11 ACCESSIBILITY DETAILS: CIRCULATION STAFF PS SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 60" MIN1524 MM60" MIN 1524 MM 72" MIN1829 MM(C) TOP LANDING (B) CHANGE DIRECTION (A) STRAIGHT 60" MIN 1524 MM 60" MIN 1829 MM AT LEAST ASWIDE AS RAMPBOTTOM LANDING RAMP RUN LANDING RAMP RUN LANDING RAMP RUNX < 4"102 MMFLARE SIDES 1:10 MAX SLOPE SLOPESLOPE AT LEAST AS WIDE AS CURB RAMP48" MIN1219 MMCURB RAMP SLOPEADJOINING SURFACE MAX SLOPE 1 2048" MIN1219 MM36" MIN 915 MM 48" MIN1219 MM(B) CURB RAMP AT ISLAND (A) CUT THROUGH AT ISLAND60" MIN1524 MMFULL LENGTH OF VEHICLE PULL-UP SPACE CURB LINE AREA TO BE MARKED 1 1/2" MAX 32 MM 1 1/2" MAX 32 MM (D) BEVELED NOSING (C) CURVED NOSING 30.00° MAX(B) ANGLED RISER RADIUS 1/2" MAX (12.7 MM) (A) RADIUS OF TREAD EDGE (TYPICAL FOR ALL PROFILES) (A) STAIRS (B) RAMPS (C) WALKING SURFACES34" - 38"864 - 965 MM34" - 38"864 - 965 MM34" - 38"864 - 965 MM1 1/2" MIN 38 MM 1 1/2" MIN38 MM2 1/4" MAX 57 MM (B)(A)2 1/4" MAX57 MM4" - 6 1/4" PERIMETER 102 - 160 MM 12" MIN 305 MM12" MIN 305 MM XX NOTE: X = TREAD DEPTH 1 - TYPICAL CASHWRAP PLAN 30"X48" CLEAR FLOOR SPACE EMPLOYEE SIDE CUSTOMER SIDE 36" 2 - CASHWRAP ELEVATION - FRONT 36"36" MAX.MAX. HORIZ. PROJECTION 30" 30" 30" 1:20 1:16 1:12 50'-0" 40'-0" 30'-0" MAX. RISESLOPE A RAMP LANDINGS B COUNTER SLOPE OF SURFACE ADJ. TO CURB RAMPS C STAIR NOSING D HANDRAIL HEIGHT E CURB EDGE PROTECTION F DIAGONAL OR CORNER TYPE CURB RAMPS G HOR. PROJECTIONS BELOW GRIPPING SURFACE H HANDRAIL CLEARANCE N SIDES OF CURB RAMPS K ISLAND IN CROSSING L TOP AND BOT. HANDRAIL EXTENSION AT RAMPS M NON-CIRCULAR CROSS SECTIONWTYPICAL CASHWRAP PLAN AND ELEVATION V BOTTOM HANDRAIL EXTENSION AT STAIRS R TOP HANDRAIL EXTENSION AT STAIRS P PLATFORM LIFT DOORS AND GATESUPASSENGER LOADING ZONE ACCESS AISLE T LANDINGS AT THE TOP OF CURB RAMPS J CURB OR BARRIER EDGE PROTECTION 36" MIN.36" MIN.2" MIN.4" MAX.CURB EDGED RAMP WALL EDGED RAMP 1 DETAIL AT 1 NOTE: IF A RAMP HAS A RISE > 6" OR A HORIZONTAL PROJECTION > 72" THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES 12" MIN 305 MM 42" MIN1067 MMPLATFORM 36" MIN 915 MM SIDE DOOR STRIKE SIDE OR HINGE SIDE IN CORNER PLATFORM 32" MIN 813 MM PLATFORM 32" MIN 813 MM 32"-36" MIN 815-915 MM 24" MIN 610 MM24" MIN610 MM1 12 SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A00.12 ACCESSIBILITY DETAILS: RAMPS AND CURBS STAFF PS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 CUSTOMER PICK UP = 67'-5" PATH OF GOODS = 12'-11" POTTERY BARN 2 4 3 5 1TO STREET TO STREET NEIGHBORING BUILDINGS (N.I.C) NEIGHBORING BUILDINGS (N.I.C) EXTERIOR EXTERIOR ADJACENT TENANT (N.I.C) CIVIC PLACE PARKING AREA PARKING AREA GRAND AVE (E) SALES (E) STOCKROOM #1 (N.I.C) (E) RR (E) RR (E) PASSAGE 15 14 15 19 J IH15.5 16 17 18 (E) STOCKROOM #2 (N.I.C.) 6 N PATH OF GOODS PLAN 1/16" = 1'-0" SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 KEY NOTES PLAN LEGEND 1 (E) STAGING AREA (E) PATH OF GOODS ROUTE (E) PB LOADING / UNLOADING AREA (E) (3) NON-EXCLUSIVE CUSTOMER PICK-UP AREA PB DELIVERIES SIGN, CUSTOMER PICK-UP SIGN AND BUZZER. SIGNAGE UNDER SEPARATE PERMIT REFER TOPO SURVEY FOR MORE INFORMATION 2 3 SHEET NOTES 1. LANDLORD WILL ENSURE ALL EXISTING OR NEW COMMON AREA TOILETS, ELEVATORS, LIFTS, PARKING, RECEIVING/LOADING DOCKS, TRASH AND RECYCLING LOCATIONS, CORRIDORS AND HARDSCAPE ARE IN COMPLIANCE WITH CURRENT ACCESSIBILITY REQUIREMENTS. 2. LANDLORD SHALL PROVIDE ADEQUATE EXTERIOR LIGHTING TO FULLY ILLUMINATE AREAS FOR SECURITY AND WORK DURING NON-DAYLIGHT HOURS. 3. LANDLORD TO PROVIDE A MINIMUM OF 5 FOOT CANDLES LIGHT LEVEL AT ALL EXTERIOR ENTRIES AND LOADING. 4. THERE IS NO CHANGE TO PATH OF GOODS IN THIS SCOPE. PATH OF GOODS STAGING AREA ADJACENT TENANT NOT IN SCOPE LOADING A01.01 PATH OF GOODS PLAN YM AR N 4 5 CUSTOMER PICK-UP NEIGHBORING BUILDINGS - N.I.C. (E) LAMP POST N.I.C 6 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 C-35 5/8"C-35 5/8" 4 x 2 x 1 2 4 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1 2 4 x 2 x 12 4 x 2 x 123 x 2 x 12 4 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 1 2 4 x 2 x 1 2 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 12DNFRAMES/ HOME OFFICE FRONT OF STORE TABLETOP SEASONALFRAMES / H.O.SEASONAL CASHWRAP BACKWRAP CL OF CASHWRAP, BACKWRAP4'-6"(3'-0" MIN.)CL (E) SALES BEDDING DN 56 57 5854 55 60 70 59 71727374 52 53 51 61 62 63 69 64 68 65 67 66 15 14 15 19 J I H 15.5 21 22 23 24 25 26 RUG FLIPPERSCURTAIN FLIPPERSR3 4 0 1242 2 DESIGN STUDIOLIGHTING GALLERY26 12 CL($5(4(4 75 76 28 29 30 31 32 33 34 35 27 36 38 39 40 41 37 4 x 2 x 124 x 2 x 123 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1 2 4 x 2 x 124 x 2 x 124 x 2 x 123 x 2 x 12%(' ' , 1 * %(' ' , 1 * 43 44 45 46 47 48 49 50 42 C-35 5 / 8 "C-35 5/8"C-37"(N) R A M P (E) ELEV. MACHINE ROOM (N.I.C) (E) ELEV. (N.I.C) (E) STOCKROOM #1 (N.I.C) (E) RR(E) RR 16 17 40 106 -2'-1 " A F F (E) F L O O R F I N I S H 0'-0" (N) FLOOR FINISH 0'-0" (E) FLOOR FINISH (E) STOCKROOM #2 (N.I.C) 0'-0" (N) FLOOR FINISH PATIO 18 (E) PASSAGE R2 R1 8 1 TYP.4 66 0 R A08.03 E A08.05 N A08.04 1 TYP. 1 TYP. 3 4 5 17 1A 1A1A 6 2A 2A N A07.01 R A07.01 R A07.02 P A07.01 S A07.01 P A07.02 N A07.026 02 0 6 06 041 1 0 21 2 20 1 2 4 122 11 12 124 21 0 1 2 3 7 1 TYP. 2 TYP. 2 TYP. A01.10 FURNITURE AND FIXTURE PLAN YM PS N FURNITURE AND FIXTURE PLAN 16 1 0 SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 760927(S7 ),7 02 202 )($S,%,L,7< S(7101202 35(L,0,1$5< S(71120202CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 63(50,7 S(70122026 N # SHEET NOTES 1 S(( 7,7L( S+((7 )O5 *(1(5$L 1O7(S 2 'O 1O7 SC$L( '5$:,1*S 9(5,)< $LL ',0(1S,O1S $1' (;,S7,1* $S%8,L7 ),(L' CO1',7,O1S 5()(5 7O (L(C75,C$L '5$:,1*S )O5 $LL 3O:(5 $1' (48,30(17 ,1)O50$7,O1 $1'S3(C,),C$7,O1S 4 CO175$C7O5 S+$LL $SS(SS $LL (;,S7,1* 0,LL:O5. $1' 5(3O57 $1< '$0$*(S )O81' 7O:S, 7O '(7(50,1( 7+( 3$7+ )O5:$5' 7O 5(3$,5 0$,17$,1 ,17(*5,7< O) $LL ),5(5(S,S7$17 5$7(' $SS(0%L,(S 6 35O9,'( %LOC.,1* $S 5(48,5(' $7 LOC$7,O1S ,1CL8',1*, %87 1O7 L,0,7(' 7O *5$% %$5S,S+(L9,1*, O9(5+($' C$%,1(7S, S,*1$*(, 7O,L(7 5OO0 $CC(SSO5,(S, :$LL 0O817('(48,30(17, (7C 5()(5 7O %LOC.,1* 3L$1 )O5 0O5( ,1)O50$7,O1 CO175$C7O5 S+$LL COO5',1$7( :O5. :,7+ (L(C75,C$L $1' 5(3O57 7O 7+( $5C+,7(C7 $1<',SC5(3$1C,(S )O5 CO55(C7,O1 $1' $'-8S70(17 35,O5 7O S7$57 O) :O5. 3$7C+ $1' 5(3$,5 $LL $5($S '$0$*(' '8( 7O 1(: CO1S758C7,O1 O5 (L(C75,C$L $LL ),5( (;7,1*8,S+(5S $5( (;,S7,1* 7O 5(0$,1 8O1 10 $LL ,7(0S (;,S7,1* 7O 5(0$,1 (;C(37 ,7(0S %(,1* S3(C,),C$LL< C$LL(' O87 ,1 .(<1O7(S KEY NOTES 1 ( %$<S 7O +$9( 3$,17 7O8C+(' 83 $S 1(('(' ( %$<S :,7+ 5(CL$,0(' :OO' 7O %( 7O8C+(' 83 $S 1(('(' COO5',1$7( 3$,17 :,7+ S$-O 1 3O77(5< %$51 ,LL80,1$7(' %L$'( S,*1 3O:(5 $1' %LOC.,1* %< *C S,*1$*( 81'(5 S(3$5$7( 3(50,7 CL($5$1C( %$<S 7O %( 75$1S)(5(' )5O0 CLOS,1* .1O; S7O5( :S, 7O COO5',1$7( *C 7O 5(),1,S+ %$<S 8S,1* 7+( 1S7(3 35OC(SS :,7+ 3$,17 :11 1 3% )851,785( $7 3$7,O 1 3O:(5 $1' '$7$ )O5 +OL,'$< 3OS ( (175< 0$7 1 (175< 0$7 2 3 4 5 PLAN LEGEND ENTRY MAT AREA CALCULATIONS EXISTING PROPOSED S) % S) % SaOHV , 0 4%, 0 4% StoFN $rHa 1,402 1%1,402 1% 0H]]aQLQH StoFN 2,26%2,26% StoFN 7otaO 4,1 %4,1 % 0LVF 6 %6 % Total 10,624 100%10,624 100% LIFESTYLE BREAKDOWN EXISTING PROPOSED SofaV 11 7aEOH )HaturHV 112 %Hd LLfHVt\OHV 4 %atK LLfHVt\OHV 0 0 0HdLa )HaturH 0 0 'HVN )HaturHV 4 4 Outdoor Sofa 0 2 Outdoor Table 0 1 TRWDO LLIHVW\OHV 31 34 CALCULATIONS & COUNTS #(E) MILLWORK FIXTURE RELOCATED (E) MILLWORK FIXTURE (N) MILLWORK FIXTURE (N) MILLWORK FIXTURE FOCAL BAY 6 N.I.C (N) WOOD INLAYS (N) WALL TO BE CONSTRUCTED BID ALTERNATES 1A 1(: ),;785( $'',7,O1 (;CL8',1* S+(L9(S $1' 3,1S 7O %( 5(8S(' )5O0 5(LOC$7(' ),;785(S 5(S75OO0 5()5(S+ 35O9,'( $LLO:$1C( 7O 5(3L$C( )LOO5 7,L(, 3$,17 :$LL 7,L( )LOO5S C(,L,1*S, 5(3L$C( 7O,L(7S ,1 C855(17 LOC$7,O1, $1' 5(3L$C( 0,55O5S :$LL SCO1C(S 'OO5 +OO.S 2A 7 8 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 4 x 2 x 1 2 4 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1 2 4 x 2 x 12 4 x 2 x 123 x 2 x 12 4 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 1 2 4 x 2 x 1 2 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1215 14 15 19 J I H 15.54 x 2 x 124 x 2 x 123 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1 2 4 x 2 x 124 x 2 x 124 x 2 x 123 x 2 x 12(N) R A M P 16 17 -2'-1 " A F F (E) F L O O R F I N I S H 0'-0" (E) FLOOR FINISH EA2EA2 0'-0" (N) FLOOR FINISH 18 DISTANCE B E T W E E N T H E E X I T S 1 1 4 ' - 3 1 / 4 " MINIMUM S E P A R A R T I O N R E Q U I R E D = 1 2 3 ' - 0 " D I A G . / 3 = 4 1 ' - 0 " O V E R A L L D I A G . O F S P A C E = 1 2 3 ' - 0 " (E) STOCKROOM#2 (N.I.C) (E) STOCKROOM#1 (N.I.C) EXTERIOR EXTERIOR EXTERIOR EXIT #1 EXIT #2 FE FE FE POTTERY BARN (E) RESTROOM (E) RESTROOM (E) VESTIBULE 1 TYP. C-36 1 / 4 " C-41 3 / 8 "C-36 3/8"C-35 5/8"C-37"C-39"C-37 1/2"C-37 1/2"C-39" DISTAN C E B E T W E E N T H E E XI T S 6 8'- 5 3/ 4" FE 44"44"44"44"44"TRAVEL DISTANCE: 115'-4" TRAVEL DISTANCE: 90'-4" SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A01.11 LIFE SAFETY PLAN YM AR N LIFE SAFETY PLAN 3/16" = 1'-0" LEGEND KEY NOTES SHEET NOTES N FE NOT IN SCOPE INDICATES ACCESSIBLE PATH OF TRAVEL (E) FIRE EXTINGUISHER (N) ILLUMINATED EXIT SIGN EA2 (E) EMERGENCY LIGHT TO REMAINEM 1. SEE ACCESSIBILITY SHEETS FOR ALL REQUIRED SIGNAGE, CLEARANCES, AND OTHER CRITICAL LIFE SAFETY REQUIREMENTS OF THIS PROJECT. 2. TACTILE EXIT SIGNAGE TO BE PROVIDED AT ALL EXIT DOORS. 3. ALL LEGAL EXITS SHALL BE PROVIDED WITH ILLUMINATED EXIT SIGNS HAVING 6 INCH LETTERS WITH ¾ INCH STROKES IN CONTRASTING COLORS. 4. EXIT DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 5. EXIT DOORS SHALL HAVE SIGN ABOVE STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" IN 1" HIGH BLACK VINYL LETTERS ON A SILVER BACKGROUND. LOCKING DEVICE TO BE OF TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. 6. ALL DOORS REQUIRED AS EXITS SHALL SWING IN THE DIRECTION OF TRAVEL. 7. DOORS, WHEN FULLY OPENED, SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS WIDTH BY MORE THAN 7 INCHES. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN ONE HALF . 8. MAINTAIN 7'-6" MIN CLEAR HEIGHT AT ALL EGRESS PATHS. 1 (E) FIRE EXTINGUISHER TO BE RELOCATED BY NEW EGRESS EXIT. PATCH AND REPAIR WALL TO CONCEAL ANY DAMAGE. REFER TO FINISH PLAN PLAN FOR NEW LOCATION. (E) ILLUMINATED EXIT SIGN GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 6'-10"R A01.13 36'-8 1/2"5'-0"20'-0"6'-0"7'-7" 3'-0" 3 1 1 (E) STOCKROOM #1 (N.I.C) SALES 34'-7"13'-1"19'-7 1/2"7'-7"12'-4 1/2"monday-friday xx-x saturday xx-x sunday xx-x CL 16 18 191716 2 1 2 1 8'-0"3 6'-0" ± 00 FINISH FLOOR +12' 0" T.O.BARRICADE +8' 0" T.O.ENTRY DOORS A01.12 BARRICADE PLAN ELEVATION YM AR KEY NOTES N BARRICADE PLAN- EAST 3/16" = 1'-0" 1 BARRICADE ACROSS POTTERY BARN STOREFRONT. BARRICADE MADE OF EXTERIOR WEATHER -RESISTANT PLYWOOD TO BE PAINTED SEMI-GLOSS WHITE. DRY 72 HOURS BEFORE VINYL APPLICATION. BARRICADE VINYL PROVIDED BY WSI VENDOR UNDER SEPERATE PERMIT. VENDOR TO VERIFY ALL DIMENSIONS IN FIELD. BARRICADE DOORS- NO VISIBLE HARDWARE. 6'-0" WIDE 180 DEGREE SWING DOUBLE DOORS TO OPEN FROM INSIDE. 2 3 SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 R BARRICADE ELEVATION- EAST 3/16" = 1'-0" SHEET NOTES GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 6'-0"26'-1"6'-0"23'-8" R A01.14 3 1 SALES 5'-0" 14 15 Morgan Stanley 16 ± 00 FINISH FLOOR +12' 0" T.O.BARRICADE +8' 0" T.O.ENTRY DOORS 8'-0"8'-0"6'-0" 3 2 1 2 14 A01.12A BARRICADE PLAN ELEVATION YM AR KEY NOTES N BARRICADE PLAN 3/16" = 1'-0" 1 BARRICADE ACROSS POTTERY BARN STOREFRONT. BARRICADE MADE OF EXTERIOR WEATHER -RESISTANT PLYWOOD TO BE PAINTED SEMI-GLOSS WHITE. DRY 72 HOURS BEFORE VINYL APPLICATION. BARRICADE VINYL PROVIDED BY WSI VENDOR UNDER SEPERATE PERMIT. VENDOR TO VERIFY ALL DIMENSIONS IN FIELD. BARRICADE DOORS- NO VISIBLE HARDWARE. 6'-0" WIDE 180 DEGREE SWING DOUBLE DOORS TO OPEN FROM INSIDE. ADJACENT TENANT 2 3 4 SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 R BARRICADE ELEVATION 3/16" = 1'-0" SHEET NOTES GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 4 x 2 x 1 2 4 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1 2 4 x 2 x 12 4 x 2 x 123 x 2 x 12 4 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 1 2 4 x 2 x 1 2 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 12DNSEASONALFRAMES / H.O.SEASONAL POS 3 POS 2POS 4 POS 1 CONSULTATION TABLE - 4'-0" x 14'-0" CASHWRAP RODSCURTAINSCARPETS DESIGN STUDIOTABLEWAREBACKWRAP TABLEWARESEASONALCANDLES 04 01 08 09 13 16 18 21 22 23 24 25 26 56 57 5854 55 60 70 59 71727374 52 53 51 61 62 63 69 64 68 65 67 66 DN J 15 14 16 15 17 18 19 I H 15.5 10 07 24'- 0 " 24'- 0 "25'-1 3/8"25'-0"34'-0 1/2"42'-2" 23'- 5 " 75 POS 6 POS 5 34'- 4 3 / 4 " DE M O 8'-3 1/4"DEMO28 29 30 31 32 33 34 35 27 36 38 39 40 41 42 37 4 x 2 x 124 x 2 x 123 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1 2 4 x 2 x 124 x 2 x 124 x 2 x 123 x 2 x 1275 76 BED D I N G BED D I N G 43 44 45 46 47 48 49 50 28'-3" DEMO 5'-5 1/4"DEMO8'-5 1/4"DEMO(E) PASSAGE (E) ELEV. MACHINE ROOM (N.I.C) (E) ELEV. (N.I.C) (E) STOCKROOM #1 (N.I.C) (E) RR(E) RR 3'-4 3/4"40'-10"36'-5"17 (E) S I D E W A L K S L O P E S D O W N (E) S I D E W A L K S L O P E S D O W N (E) S I D E W A L K S L O P E S D O W N (E) STOCKROOM #2 (N.I.C) (E) SALES 8'-5 1/2" CURTAIN 8'-4 1/2" RUG 77 20 19 12 06 05 11 14 0215 03 2 3 2 4 4 75 19 9 9 10 75 10 11 25 2 2 2 2 212 13 28 2 R A01.16 E A01.06 N A01.16 12 TYP. 14 TYP. 14 TYP. 1'-1 0 1 / 2 " DE M O 17 5'-9 1/2"3'-11 1/2"24 1918 24 25 23 18 23 20 3A TYP. 21 20 3A TYP. 2 2 22 17 1 27 16 6 FE 15 26 28 A01.13 DEMOLITION PLAN YM AR N DEMOLITION FIXTURE PLAN 3/16" = 1'-0" SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 N # # # SHEET NOTES 1. ALL EXISTING CONDITIONS NOT INDICATED TO BE REUSED OR REMOVED WILL REMAIN AS-IS. FIXTURES TO BE DISPOSED SHOULD BE COORDINATED WITH WSI PROJECT MANAGER. 2. LIFE SAFETY DEVICES SHALL REMAIN OPERATIONAL DURING DEMOLITION AND CONSTRUCTION. 3. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE DRAWINGS ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES WITH THESE DOCUMENTS. KEYNOTES (E) STOREFRONT DOOR TO BE LOCKED IN PLACE, REMOVE HANDLE AND PUSH BAR REMOVE (E) AWNINGS AT WINDOWS, TYP. PATCH AND REPAIR TO RECEIVE NEW FINISH REMOVE (E) STOREFRONT MULLION AND GLAZING SYSTEM. PATCH AND REPAIR EXISTING OPENINGAND PREP TO RECIEVE NEW STOREFRONT. (E) SIDEWALK CURB & LANDSCAPE TO BE DEMOLISHED. TREE AND WELL TO REMAIN. SEE CIVIL DRAWING FOR MORE INFORMATION. (E) MILLWORK FIXTURES, FINISHES AND EQUIPMENT TO BE PROTECTED AND PRESERVED DURINGDEMO. G.C. TO RELOCATE AS NOTED ON FIXTURE PLAN REMOVE (E) ENTRY MAT. INFILL AS NEEDED TO MATCH EXISITNG FLOOR LEVEL. ALL ITEMS EXISTING TO REMAIN AND TO BE PROTECTED DURING DEMO UNLESS OTHERWISE NOTED (E) FIXTURE TO BE REMOVED GC TO REPLACE THE DAMAGED DOUBLE-TOGGLE SWITCH PANEL IN RESTROOM (E) FLOORING TO REMAIN (E) MILLWORK TO BE REUSED, SEE PROPOSED PLAN FOR MORE INFO. (E) WALL TO BE DEMOLISHED. SEE STRUCTURAL DRAWINGS FOR EXTENT OF DEMO NEEDED. (E) OUTDOOR LIGHT POST TO BE REMOVED AND PRESERVED FOR FUTURE RELOCATION. REFER TO CONSTRUCTION PLAN FOR NEW LOCATION. (E) COLUMN TO REMAIN. G.C. TO PROVIDE PROTECTION AS NEEDED DURING DEMO (E) FIRE EXTINGUISHER TO BE RELOCATED BY NEW EGRESS EXIT. PATCH AND REPAIR WALL TO CONCEAL ANY DAMAGE. REFER TO FINISH PLAN PLAN FOR NEW LOCATION TRENCH SLAB 2" FOR NEW WALK OFF ENTRY MAT. SEE DETAIL P/A02.05 FOR MORE INFORMATION (E) AWNING FRAMING TO REMAIN TRENCH SLAB 2" DEEP FOR NEW WOOD INLAY. EXTENT TO ALIGN WITH EXISTING INLAYS. PROTECT EXISTING WOOD INLAYS DURING DEMO. SEE DETAIL J/A02.05 FOR MORE INFORMATION. WATERFALLS 4 & 13 - SAVE WOOD SHELVES, METAL VERTICALS AND BRACKETS TO RELOCATE TOANOTHER STORE. REPLACE RECLAIMED WOOD PLANKS AT INLAYS DURING CONSTRUCTION, REPLACE FIXTURE 75 WITH 18. SEE FIXTURE PLAN FOR MOREINFORMATION REGARDING FURNITURE PHASING. SAVE BACKWRAP MILLWORK, REMOVE WALL FINISH AND PREP GYP TO RECEIVE NEW TILE. ADDNEW POTTERY BARN SIGN. FIXTURES 2, 3, 5, & 6 TO BE RECONSTRUCTED INTO ONE SINGLE BAY. SAVE ALL PEGS & 12SHELVES. SEE RECONSTRUCTED FIXTURE ON THE NEW FIXTURE PLAN, LABELED R2. FIXTURES 11, 12, 14, AND 15 TO BE RECONSTRUCTED INTO ONE SINGLE BAY. SAVE ALL PEGS & 12SHELVES. SEE RECONSTRUCTED FIXTURE ON THE NEW FIXTURE PLAN, LABELED R3. FIXTURES 7 & 10 TO BE RECONSTRUCTED TO A SINGLE BAY. SAVE ALL PEGS AND SHELVES. SEERECONSTRUCTED FIXTURE ON THE NEW FIXTURE PLAN, LABELED R1. ENTRY MAT TO REMAIN IN PLACE. (E) DOOR TO REMAIN. (E) TREE AND WELL TO REMAIN. PROTECT DURING DEMOLITION. 1 2 3 4 5 6 7 8 LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED (E) MILLWORK FIXTURE TO REMAIN (E) MILLWORK FIXTURE TO BE KEPT FOR RELOCATION, REUSE, OR MODIFICATION. SEE KEYNOTE. (E) MILLWORK FIXTURE TO BE DEMO'D 9 10 11 12 13 N.I.C 14 15 16 17 18 BID ALTERNATES 1A NEW FIXTURE ADDITION EXCLUDING SHELVES AND PINS TO BE REUSED FROM RELOCATED FIXTURES RESTROOM REFRESH: PROVIDE ALLOWANCE TO REPLACE FLOOR TILE, PAINT WALL TILE & FLOORS & CEILINGS, REPLACE TOILETS IN CURRENT LOCATION, AND REPLACE MIRRORS & WALL SCONCES & DOOR HOOKS. 2A 19 20 21 22 23 24 25 FLOORING DEMO. REFER TO KEYNOTE SAND & REFINISH EXISTING PLANKS. PAINT ALL REMAINING WALLS. SAJO TO PROVIDE CREDIT FOR FIXTURES 17 & 19. 3A 4A 5A 26 27 28 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 POS 3 POS 2POS 4 POS 1 24'- 0 " 24'- 0 "25'-1 3/8"25'-0"34'-0 1/2"42'-2" POS 6 POS 5 (E) SALES (E) STOCKROOM #1 (N.I.C) (E) STOCKROOM #2 23'- 5 " J 15 14 16 15 17 18 19 I H 15.5(E) RR(E) RR 40'-10"36'-5"M M M M PD PD M M PD PD PD PD PD PD PD10'-9"(E) BEAM10'-9"(E) GYP. SOFFIT12'-8 1/4" (E) GYP. CEILING 10'-9" (E) GYP. SOFFIT (E) PASSAGE 1 2 4 2 1 (E) WOOD PLANK CEILING (E) WOOD PLANK CEILING 4 3 1 1 01 02 03 05 04 06 A01.15 DEMOLITION REFLECTED CEILING PLAN YM AR N DEMOLITION REFLECTED CEILING PLAN 3/16" = 1'-0" SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 KEY NOTES DEMO PLAN LEGEND SHEET NOTES 1. PATCH AND REPAIR ALL AREAS DAMAGED DUE TO NEW CONSTRUCTION OR ELECTRICAL WORK. 2. EXISTING CEILING ELEMENTS AND FINISHES TO REMAIN U.O.N. DEMO EXISTING TRACK LIGHT SYSTEM. GC TO RELOCATE AS NOTED ON REFLECTED CEILING PLAN DEMO EXISTING EXIT SIGN DEMO EXISTING LIGHTS; PATCH AND REPAIR CEILING AS NEEDED. REPLACE EXISTING PENDANT LIGHTS IN SAME LOCATION 1 EXISTING CEILING AND ELEMENTS TO REMAIN 2 3 (E) RO BE REMVOED OR RELOCATED NOT IN CONTRACT 4 # N GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 16 17 18 19 ±0'-0" FINISH FLOOR LVL +17'-8" SECOND FLOOR LVL +33'-11 1/8" T.O. PARAPET +46'-0" T.O. ROOF 111 3 +/-11'-9 1/2" DEMO +/-2'-9 3/4"DEMO5 4 1/2"DEMO+/-10'-6 1/4"DEMO6 10 7 TYP. 7 TYP. 8 TYP. 8 TYP. 11 TYP. 3 13 12 2 1 1 19 7 TYP. ±0'-0" FINISH FLOOR LVL +17'-8" SECOND FLOOR LVL +33'-11 1/8" T.O. PARAPET +46'-0" T.O. ROOF J 10 8 TYP. 8 TYP. 7 TYP. ±0'-0" FINISH FLOOR LVL +17'-8" SECOND FLOOR LVL +33'-11 1/8" T.O. PARAPET +46'-0" T.O. ROOF 14 15 Morgan Stanley 1 1 3 4 6 7 TYP. 7 TYP. 10 8 TYP. 11 TYP. 8 TYP. 1 11 1 SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A01.16 DEMOLITION STOREFRONT ELEVATION YM AR N DEMOLITION EXTERIOR ELEVATION - NORTH-EAST SIDE 3/16" = 1'-0" KEY NOTES R DEMOLITION EXTERIOR ELEVATION - EAST SIDE 3/16" = 1'-0" DEMO NOTES E DEMOLITION EXTERIOR ELEVATION - SOUTH SIDE 3/16" = 1'-0" 1 (E) AWNING TO BE DEMOLISHED. G.C. TO PATCH AND REPAIR ANCHORING AREA AS NEEDED REMOVE (E) STOREFRONT MULLION AND GLAZING SYSTEM. PATCH AND REPAIR EXISTING OPENING AND PREP TO RECEIVE NEW STOREFRONT SYSTEM DOORS (E)STOREFRONT DOOR TO BE LOCKED IN PLACE. GC TO REMOVE HANDLE AND PUSH BAR G.C. TO COORDINATE AND REPLACE (E) MORGAN STANLEY SIGNAGE ONCE LIMEWASH IS COMPLETED REMOVE PORTION OF WALL BASE FOR INSTALLATION OF NEW STOREFRONT SYSTEM AND DOOR (E) POTTERY BARN SIGNAGE TO BE REMOVED. REMOVE ASSOCIATED MOUNTING HARDWARE. COORDINATE WITH VENDOR FOR ANY REUSE OF ELECTRICAL EQUIPMENT AND/OR CABLING FOR NEW CANOPY MOUNTED SIGNAGE. PATCH AND REPAIR BRICK TO PREPARE FOR NEW PAINT FINISH (E) STOREFRONT SYSTEM, DOOR, AND GLAZING TO REMAIN (E) CORNICE TO REMAIN. CLEAN AND PREPARE SURFACE FOR NEW FINISH (E) AWNING FRAME TO REMAIN; FABRIC TO BE DEMOLISHED. PREPARE FRAME FOR NEW METAL COVERING (E) FACADE FINISHES TO REMAIN. G.C. TO CLEAN AND PREPARE FOR NEW FINISH (E) "POTTERY BARN" VINYL SIGN TO BE REMOVED FROM GLAZING (E) OUTDOOR LIGHT POST TO BE REMOVED AND REUSED (E) OUTDOOR LIGHT POST TO REMAIN 2 3 4 5 6 1. EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THESE DRAWINGS ARE BASED UPON AVAILABLEINFORMATION. THE CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ANDNOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES WITH THESE DOCUMENTS. 2. ALL ADJACENT STRUCTURES AND FINISHES N.I.S. SHALL BE PROTECTED THROUGHOUT DEMOLITION ANDCONSTRUCTION ACTIVITIES. ANY DAMAGE TO ADJACENT FINISHES SHALL BE REPAIRED BACK TO LIKE NEWCONDITION AT G.C EXPENSE. 3. BIDDING G.C'S SHALL ACCOUNT FOR MINOR PATCH AND REPAIR TO ADJACENT FINISHES WHERE NEW TENANTFINISH TERMINATION OCCURS AT ADJACENT N.I.S. FINISHES. 4. U.O.N. ALL ELECTRICAL RECEPTACLES AND CONDUITS ARE TO REMAIN. 5. G.C. SHALL EXERCISE CAUTION DURING DEMOLITION ACTIVITIES TO AVOID DAMAGE TO EXISTING BASE BUILDINGSTRUCTURAL ELEMENTS NOT SPECIFIED TO BE REMOVED. ANY DAMAGE TO EXISTING BASE BUILDING STRUCTURESHALL BE REPAIRED TO BE STRUCTURALLY SOUND AND LIKE NEW CONDITION AT G.C'S EXPENSE. 6. ALL EXISTING CONDITIONS NOT INDICATED TO BE REUSED OR REMOVED WILL REMAIN AS-IS. FIXTURES TO BEDISPOSED SHOULD BE COORDINATED WITH WSI PROJECT MANAGER. 7. LIFE SAFETY DEVICES SHALL REMAIN OPERATIONAL DURING DEMOLITION AND CONSTRUCTION 7 8 9 10 PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED N.I.C 11 12 13 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 CURTAIN FLIPPERS4 x 2 x 1 2 4 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1 2 4 x 2 x 12 4 x 2 x 123 x 2 x 12 4 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 1 2 4 x 2 x 1 2 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 12E E E E E E CL E CL 15 14 15 19 J I H 15.54 x 2 x 124 x 2 x 123 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1 2 4 x 2 x 124 x 2 x 124 x 2 x 123 x 2 x 12(N) R A M P 16 17 -2'- 1 " A F F (E) F L O O R F I N I S H 0'-0" (E) FLOOR FINISH 0'-0" (N) FLOOR FINISH 18 C-35 5/8"C-35 5/8" FRAMES/ HOME OFFICE TABLETOP SEASONALFRAMES / H.O.SEASONAL CASHWRAP BACKWRAP BEDDING RUG FLIPPERSDESIGN STUDIOLIGHTING GALLERY%(' ' , 1 * %(' ' , 1 * C-35 5 / 8 "C-35 5/8"C-37"(E) ELEV. MACHINE ROOM (N.I.C) (E) ELEV. (N.I.C) D2 C2 2 3 4 @18" AFF 5 1 6 6 6 N A07.02 S A07.01 S A07.02 P A07.01 R A07.01 R A07.02 N A07.01 G A02.05 J A02.05 D-01 PATIO N A09.03 D2 (E) RR(E) RR (E) PASSAGE 2A 2A 9 SALES F-1 -- W-1 -- -- 8 9 9, ) 9,) 7 TYP. 7 TYP. 8 8 8 8 1 1 D-02 P A02.05 B A02.05 10 TYP. D-03 D-04 10 TYP. A02.01 CONSTRUCTION PLAN YM AR 1 1 5(C(66(')L225%2;(6 5()(572(L(C75,C$L'5$:,1*6)25025(,1)250$7,21 C21'8,7678%83L2C$7,21)25 1 ),;785( 1 :$L.2))0$7 ) 5()(572),1,6+6C+('8L( 1 +2L,'$<3266(((L(C75,C$L'5$:,1*6)25025(,1)250$7,21 ( 6758C785$LC2L801672%(3$,17('6((),1,6+6C+('8L( 1 75(1C+('C21C5(7(6L$%)25 :,'(5(CL$,0(':22',1L$<6 5(3L$C((;,67,1*3L$1.6:,7+ :5(CL$,0(':22',1L$<6 3529,'(:+,7(0(7$LC251(5*8$5'6 C* 21$LLCL,(17)$C,1*2876,'(C251(5 5()(572),1,6+6C+('8L( ( C21C5(7()L225,1*725(0$,1*C723529,'(3527(C7,21$1'35(3$5()L225,1*)25 1(:),1,6+(;7(1772%(9(5,),(',1),(L' ( %$<6725(0$,1$1'+$9(3$,17728C+('83$61(('(' 2 3 N CONSTRUCTION PLAN 4 SHEET NOTES SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 760927(67),7 )($6,%,L,7<6(7 35(L,0,1$5<6(7CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 63(50,76(7 5 '5$:,1*6$1'',0(16,2162)7+((;,67,1*6758C785(+$9(%((12%7$,1(')5207+( L$1'L25'3529,'(''2C80(176%($:$5(2)',0(16,21',6C5(3$1C,(66758C785$L 68332576$1'27+(5(L(0(176C21C($L(',1:$LL61276+2:15(3257',6C5(3$1C,(6 35,2572352C((',1* ,17+((9(172),1C216,67(1C,(6%(7:((1$5C+,7(C785$L$1'C2168L7$17'2C80(176 7+($5C+,7(C785$L6+((76+$LL7$.(35(C('(1C(5(3257',6C5(3$1C,(635,2572 352C((',1*:,7+$))(C7(':25.$LL',0(16,216*,9(1)256L$%C876,17(5,25 3$57,7,21L$<28732:(5L2C$7,216(7C6+$LL%(C+(C.('$*$,167),1$LC21),50('L2' $1'%$6(%8,L',1*'5$:,1*6'2127%8,L')5207+,63L$1 $5($6C$LC8L$7,216$1'7$LL,(6,1',C$7('$5()257+(C219(1,(1C(2)7+(2:1(5$1' 7+(L2C$L$33529$L$*(1C,(67+(<$5(12772%(86(')25%,'7$.(2))6(67,0$7(6 C216758C7,2125$1<27+(5385326( '21276C$L('5$:,1*6)25C216758C7,21',0(16,2162572L(5$1C(6:5,77(1 ',0(16,2167$.(35(C('(1C(29(5'5$:,1*65(48(67CL$5,),C$7,21,1:5,7,1*35,25 72352C((',1* C225',1$7(',0(16,216213L$16$1'9(5,)<$LL',0(16,216%<0($685(0(1767$.(1 $77+(-2%6,7(7$.($1<$1'$LL27+(50($685(0(1761(C(66$5<729(5,)<7+( '5$:,1*6$1'253(5)2507+(:25.3523(5L<5(3257',6C5(3$1C,(635,2572 352C((',1*:,7+$))(C7(':25. ',0(16,216$5(727+()$C(2)),1,6+25C(17(5L,1(2)*5,'81L(66127('27+(5:,6( 3529,'($LL0$7(5,$L6L$%25(48,30(17$1',1C,'(17$L61(C(66$5<72C203L(7(7+( :25.62$672%(68,7$%L()25,7 6,17(1'('86($1',1C21)250$1C(:,7+$LL $33L,C$%L(C2'(625',1$1C(6$1'27+(55(*8L$7,216 EXISTING WALL NEW INTERIOR PARTITION AND/OR FURRED PARTITION LEGEND CONDUIT STUB-UP RECESSED FLOOR BOXES24" WIDE 1-1/2" DEEP CONCRETE LEAVEOUT, POUR INTO SLAB WITH CLEAN FORMWORK, TO BE INFILLED BY TENANT WITH WOOD DUPLEX WALL RECEPTACLE DATA KEY NOTES N 6 7 8 9 BID ALTERNATIVE 5(6752205()5(6+ 3529,'($LL2:$1C(725(3L$C()L2257,L(3$,17:$LL7,L( )L2256 C(,L,1*65(3L$C(72,L(76,1C855(17L2C$7,21$1'5(3L$C(0,55256 :$LL6C21C(6 '225+22.6 $6680(),1,6+(6 )L225,1* )%$6( %:$LL :C(,L,1* C 2A EXISTING RECESSED FLOOR BOXES( 10 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 4 x 2 x 1 2 4 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1 2 4 x 2 x 12 4 x 2 x 123 x 2 x 12 4 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 12 4 x 2 x 1 2 4 x 2 x 1 2 4 x 2 x 124 x 2 x 12 4 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1215 14 15 19 J I H 15.54 x 2 x 124 x 2 x 123 x 2 x 124 x 2 x 124 x 2 x 124 x 2 x 1 2 4 x 2 x 124 x 2 x 124 x 2 x 123 x 2 x 1216 17 18 8'-4 1/2"23'-7"10'-8 3/4"C-35 5/8"C-35 5/8" C-35 5 / 8 "C-35 5/8"C-37"(E) ELEV. MACHINE ROOM (N.I.C) (E) ELEV. (N.I.C)8'-5 1/2"1 PATIO (E) RR(E) RR (E) PASSAGE 1 10'-8 1/4" 1 1 1 1 1 1 1 (E) SALES 2 3 3 3'-1 1/2"3'-3 3/4"1'-7"2'-3 1/4"2'-3 1/4"10'-8 3/4"1'-5 1/2"3'-6 3/4"3'-6"3'-6 1/4"3'-11 1/2"3'-5 1 / 2 " 3'-5 1 / 2 " 3" 3" (N) R A M P H TYPICAL BLOCKING DETAIL 3" = 1'-0" 5/8" GYP. TYP. VARIES B.O.BLOCKING MTL. STUD WALL PER PLAN 3/4" FRT PLYWOOD BACKING CONT. BEHIND ALL FURNITURE/FIXTURS TYP. VARIES T.O. BLOCKING NOTE: CONFIRM ALL BACKING HEIGHTS WITH FIXTUE CONTRACTOR PRIOR TO ALL INSTALLATION. SEE FIXTURE PLAN FOR FIXTURE LOCATIONS. A02.04 BLOCKING PLAN YM AR 1 EXTENT OF BLOCKING AT WALL FIXTURES - 3/4" FIRE TREATED PLYWOOD INSERTED BETWEEN STUDS FROM 9'-0" TO 11'-0" A.F.F. EXTENT OF BLOCKING AT DESIGN RESOURCE WALL - 3/4" FIRE TREATED PLYWOOD INSERTED BETWEEN STUDS FROM 10'-0" TO 12'-0" A.F.F. EXTENT OF SOLID FIRE TREATED WOOD FILLER BLOCKING FOR FLIPPERS AT 2'-3" AND 8'-9" A.F.F. SEE STRUCTURAL DETAILSON S00.1 FOR MORE INFORMATION ON THE IN WALL STEEL. 2 3 N BLOCKING PLAN 3/16" = 1'-0" SHEET NOTES SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 1. ALL BLOCKING FOR EXTERIOR SIGNAGE, LIGHTING AND TRELLISES BY LANDLORD. EXTERIOR BLOCKING TO BE PRESSURE TREATED PER AWPA U1 AND M4. 2. PROVIDE APPROPRIATE STRUCTURAL BLOCKING/BACKING AND REINFORCING IN PARTITIONS BEHIND ALL WALL-MOUNTED ITEMS, INCLUDING WALL-HUNG OWNER-PROVIDED ITEMS AND FURNITURE N.I.C. COORDINATE WITH OWNER'S PM. 3. SEE DETAILS FOR MORE BLOCKING INFO. EXISTING WALL NEW INTERIOR PARTITION AND/OR FURRED PARTITION LEGEND KEY NOTES N NEW BLOCKING GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 ALIGNALIGN 4" PRE-POURED CONCRETE SLAB CONTROL JOINT 2'-0" V.I.F. #3 REBAR AT 18" O.C. RUNNING THROUGH RUNWAY AND INTO SALES FLOOR SLAB 12" ON EACH SIDE. REBAR TO RUN THROUGH CENTER OF SLAB DEPTH.4"1-1/2"#3 REBAR RUNNING LENGTHWISE IN THE RUNWAYS WOOD FINISH FLOORING MATERIAL 3/4" (CLASS A PER ASTM E-84) FIRE RATED CONTINUOUS PLYWOOD WATER RESISTANT BARRIER IMPERMEABLE WITH A PERM OF 0.15 OR LESS N CONDUIT AT DESIGN CONSULT TABLE 3" = 1'-0" 1/2"1/2" 5"1/2"1/2"5"EQEQEQEQ METAL COVER BY TENANT SLAB BELOW MAX AREA FOR CONDUIT JUNCTION BOXES ABOVE (6) 1" CONDUITS FOR WED'S, (2) 1" CONDUITS FOR POWER/DATA. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. STUB UP TO 18" A.F.F. ALIGN ALIGN ALIGNALIGNK A02.05 _______ STORE CENTERLINE WOOD FLOORING AS SCHEDULED REFER TO DETAILS FOR MORE INFORMATION NEW INLAY WOOD FLOORING TO BE INSTALLED ON SLAB DEPRESSION. COORDINATE WITH ARCHITECT DISCREPANCIES2'-0"3 FULL PLANKS2' - 0 " 3 F U L L P L A N K S 2'-0"2' - 0 " 3 F U L L P L A N K S K A02.05 _______ CL 2'-0" 8"8"8" CL EQ EQ EQEQ8"8"8"2'-0"CL CL 8"8"8"2'- 0 "EQEQWOOD FLOORING AS SCHEDULED REFER TO DETAILS FOR MORE INFORMATION NEW INLAY WOOD FLOORING TO BE INSTALLED ON SLAB DEPRESSION COORDINATE WITH ARCHITECT DISCREPANCIES B WOOD FLOORING DETAIL AT CROSS INTERSECTION 1/2" = 1'-0"F WOOD FLOORING DETAIL AT INTERSECTION 1/2" = 1'-0" 3 FULL PLANKS ALIGNV.I.FV.I.F V.I.FV.I.F 8"8"8" 2'-0" BACKING SUB FLOOR (MILL TO EXACT WIDTH) PRE-FINISHED WOOD FLOORING. MILL EDGES. SAND & SEAL PRIOR TO INSTALLATION; BLIND NAIL TO PLYWOOD BELOW PEMKO 255, 5" X 1/2" HALF-SADDLE THRESHOLD, FINISH TO MATCH STOREFRONT (N) SF ENTRY DOOR INTERIOR EXTERIOR WATERPROOF MEMBRANE FOR NEW ENTRY MAT-EXTEND TO UNDER THRESHOLD NYSTROM ENVIRONTREAD II, 15/32" PERFORATED RAIL, REVERSIBLE RECYCLED RUBBER GRATE FINISH PAVING TO SLOPE AT 1:20 MAX, BY OTHERS 1/2"3/4"1"L-SHAPED SCHLUTER AROUND THE PERIMETER ALIGN T.O.SCHLUTER WITH T.O.THRESHOLD SEE DETAIL J ON SHEET A02.05 FOR MORE INFO. CL 5'-0"5'-0" CL 2 1/2" D GROMMET HOLES-DRILLED ON SITE 2 1/2" GROMMET COVER-PROVIDED BY SAJO WITH CW COVERS, INSTALLED ON SITE 1'-6"1'-6"2'-0"2'-0" 10'-0" 1'-6"1'-6" R A02.05 _______ LOCATION OF 9"X9" METAL SHROUD,CENTER IN EACH DIRECTION(UNDER TABLE) L A02.05 _______4'-0"NOTE: NOTE: • ALL CONDUITS UNDERNEATH SHALL BE BUNDLED DOWN THE CENTER OF THE TABLE AND ROUTED INTO THE VERTICAL METAL SHROUD. • GROMMET COVERS ARE PROVIDED BY THE FIXTURE VENDOR (SAJO) AND WILL BE BUNDLED WITH THE CASHWRAP / BACKWRAP GROMMET COVERS. CL 2'-6"4 1/4"2'-10 1/4"10'-0" 4"4"2'-6"4 1/4"2'-10 1/4"4'-0" 2"2" A02.05 FINISH DETAILS STAFF AR K WOOD INLAY PLAN DETAIL 1" = 1'-0" SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 P ENTRY MAT TRANSITION 1/4" = 1'-0" J INTERIOR DETAIL- WOOD FLOOR INLAY FORMWORK OVER NEW SLAB 3" = 1'-0" G GROMMET HOLE DETAIL PLAN 1/2" = 1'-0"L DESIGN RESOURCE TABLE ELEVATION 1/2" = 1'-0"R DESIGN RESOURCE TABLE ELEVATION 1/2" = 1'-0" GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 CL CL (E) SALES 15 14 15 19 J I H 15.5 CL($5(4(4 (E) STOCKROOM #1 (N.I.C) (E) RR(E) RR 16 17 (E) STOCKROOM #2 (N.I.C) S S SS S M M M S S S S M S S S S S S M M S S 3' 3' 3' S 10'-9"(E) SOFFIT10'-9"(E) SOFFIT12'-8 1/4" (E) CEILING 10'-9" (E) SOFFIT 3%3%3%3%($($ PATIO 18 (E) PASSAGE 3 2 1 TYP. 5'-8" 8 5 (E) WOOD PLANK CEILING (E) WOOD PLANK CEILING ALIGN 6 4 01 02 03 0504 (E) SALES (E) PASSAGE (E) STOCKROOM #1 (N.I.C) (E) RR(E) RR (E) STOCKROOM #2 (N.I.C) ALIGN ALIGN ALIGN ALIGN7 7 7 9 9 A03.01 REFLECTED CEILING PLAN YM AR N REFLECTED CEILING PLAN SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 760927(67),7 )($6,%,L,7<6(7 35(L,0,1$5<6(7CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 63(50,76(7 KEY NOTES LEGEND (;,67,1*5(78516833L<$,5*5,LL( 75$C.75$C.+($'66(((L(C75,C$L 1(:(;,76,*1$*( (;,67,1*L2:92L7$*('2:1L,*+7,1),;785(62)),7 (;,67,1*(;,76,*1$*( 1 ( 75$C.L,*+772%(5(L2C$7(' 1 3(1'$17L,*+7$7352326('L2C$7,21*C727$.(32:(5)5207+((;,67,1* '(02L,6+('3(1'$17L2C$7,21 1 3(1'$17L,*+7$7(;,67,1*L2C$7,21 1 (;,76,*1 1 '(C25$7,9(675,1*L,*+7$7287'2253$7,2 1 :22'(13(5*2L$$7287'2253$7,2 3$,1762)),7$%29( 1 6+233(575$C. 1 %L$'(6,*1 2 (;,67,1*63($.(5S 5(C(66('C$1L,*+7 SHEET NOTES (;,67,1*635,1.L(5 5(C(66(''2:1L,*+7:,7+(0(5*(1C<%$77(5<%$C.83R2 (;,67,1*(0(5*(1C<L,*+7 3$,17('*<3%'C(,L,1* *C727(67$1'C21),507+$7$LL(;,67,1*(;,76,*16L,*+7,1*(0(5*(1C<L,*+7,1*$1' ),5($L$506<67(06$5(23(5$7,21$L$1'127'$0$*('3L($6(),;5(3L$C(25$''$6 5(48,5(' 3 ( ($ ( :22'3L$1.C(,L,1* 5(C(66('$'-867$%L(08L7,3L(L$03$CC(17L80,1$,5( $'-867$%L(C$1L,*+7 027,21'(7(C725M 4 5 3%3(1'$17L,*+7 6 N 7 8 9 3277(5<%$51287'225L('675,1*L,*+76%L$C.028177,*+77275(LL,6 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 ±0'-0" A.F.F. FINISH FLOOR ±12'-8-1/2" B.O. EX'G monday-friday xx-x saturday xx-x sunday xx-x FOLDLINE18 17 TYP. W-1 TYP. W-1 TYP. W-1 TYP. B-1 TYP. B-1 TYP. B-1FOLD LINE1 D-01 16 BEDDING BEDDING GWB CEILING 4 R16 ±0'-0" A.F.F. FINISH FLOOR ±12'-10-1/2" B.O. EX'G GWB CEILING ±10'-10-" B.O. EX'G GWB SOFFIT EXIT TYP. B-1 TYP. W-1 TYP. W-1 TYP. B-1 TYP. B-1R2R366 ±0'-0" A.F.F. FINISH FLOOR ±12'-10-1/2" B.O. EX'G GWB CEILING ±10'-10-" B.O. EX'G GWB SOFFIT CASHWRAP + BACKWRAP TYP. W-1 TYP. W-1 3 2 2 TYP. B-1 TYP. B-15 5 T-6 N A07.07 DESIGN RESOURCE WALL ±0'-0" A.F.F. FINISH FLOOR ±12'-10-1/2" B.O. EX'G GWB CEILING ±10'-10-" B.O. EX'G GWB SOFFIT TYP. B-1 TYP. B-1 TYP. W-1 3 N INTERIOR ELEVATION 1/4" = 1'-0" KEY NOTES - INTERIOR ELEVATIONS A07.01 INTERIOR ELEVATIONS - SALES STAFF PS 1 2 (N) STOREFRONT SYSTEM AND NEW ALUMINUM STOREFRONT DOORS WITH FULLY CONCEALED CLOSERS IN DOOR HEADERS AND ASHLEY NORTON URBAN APPLIANCE PULL 1390 18-BTB DARK BRONZE ENTRY PULLS. (N) TRACK LIGHTING (E) TRACK LIGHT TO REMAIN (N) POWER AND DATA FOR HOLIDAY POS NEW FIXTURE ADDITION EXCLUDING SHELVES AND PINS TO BE REUSED FROM RELOCATED FIXTURES RELOCATED (E) MILLWORK FIXTURE 3 SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 P INTERIOR ELEVATION 1/4" = 1'-0" R INTERIOR ELEVATION 1/4" = 1'-0" S INTERIOR ELEVATION 1/4" = 1'-0" 4 5 6 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 ±0'-0" A.F.F. FINISH FLOOR TYP. W-1 TYP. B-1 ±12'-4-1/2" B.O. EX'G GWB CEILING ±10'-9" B.O. EX'G GWB SOFFIT 3 6 ±0'-0" A.F.F. FINISH FLOOR ±12'-4-1/2" B.O. EX'G GWB CEILING ±10'-9" B.O. EX'G GWB SOFFIT TYP. W-1 TYP. B-1 3 6 ±0'-0" A.F.F. FINISH FLOOR ±12'-4-1/2" B.O. EX'G GWB CEILING ±10'-9" B.O. EX'G GWB SOFFIT TYP. W-1 TYP. B-1 3 N INTERIOR ELEVATION- CURTAIN FLIPPERS 1/4" = 1'-0" KEY NOTES - INTERIOR ELEVATIONS A07.02 INTERIOR ELEVATIONS - SALES STAFF PS SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 P INTERIOR ELEVATION- RUG FLIPPERS 1/4" = 1'-0" R INTERIOR ELEVATION 1/4" = 1'-0" 1 2 (N) STOREFRONT SYSTEM AND NEW ALUMINUM STOREFRONT DOORS WITH FULLY CONCEALED CLOSERS IN DOOR HEADERS AND ASHLEY NORTON URBAN APPLIANCE PULL 1390 18-BTB DARK BRONZE ENTRY PULLS. (N) TRACK LIGHTING (E) TRACK LIGHT TO REMAIN (N) POWER AND DATA FOR HOLIDAY POS NEW FIXTURE ADDITION EXCLUDING SHELVES AND PINS TO BE REUSED FROM RELOCATED FIXTURES RELOCATED (E) MILLWORK FIXTURE 3 4 5 6 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 3"6"FULL TILE TO BEUTILISED AT TOPB-1B-1 FOLLOW MILLWORK PROFILEWITH SCHLUTER/TILE @ CORNER, TYP. ALIGN GROUT WITH TOP OF MILLWORK ALIGN MILLWORK BACKWRAP 5'-7" CL 3"3"2'-0 1/2" CASEWORKCASEWORK 2'-0 1/2" 3"X3/4" WOOD TRIM 3"3" 3/8"X7/8" DYKES MOLDING PROFILE 222 INSTALL CEMENT BOARD11 1/2"3"6" FULL TILE TO BE UTILISED AT TOP W-8 ±10'-4 1/2" A.F.F. T.O. WOODEN TRIM ARCH ±9'-0" A.F.F. T.O. WOODEN TRIM W-10 W-8 W-10 W-8 W-10 F-1 TYP. W-1 A07.03 INTERIOR ELEVATION & DETAILS-SALES STAFF KCR SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 N ENLARGED BACKWRAP ELEVATION 1" = 1'-0" GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 6'-0" LANDING 6'-8"41'-10"7'-11"1819 17 18'-2"2"1 3 TYP. 6 TYP.11'-5"N A08.02 P A08.02 20'-9 3/4"7"25'-0" 7 1/4" 21'-0 1/4" 6 TYP. 9 11 TYP. 12 11'-9 3/4"2'-7 1/4"6'-3"7'-4 1/4"4"21'-2 1/4" 13 4 2 TYP. 14 14 44 14 1819 17 16 1'-6" TYP. 8 TYP. 20'-10" 918'-10"2'-0"TYP.21'-0"6'-4"7 3 TYP. 4 4 4 5 12 1'-6"℄℄ ℄ ℄ ℄℄ A08.01 ENLARGED PLAN PATIO YM PS SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 N ENLARGED PROPOSED PLAN - PATIO 1/4"=1'-0" P ENLARGED PROPOSED RCP PLAN - PATIO 1/4"=1'-0" KEY NOTES (N) STOREFRONT SYSTEM AND DOOR (N) RAILING TO BE INSTALLED AS PER APPROVED DESIGN AND SPECIFICATIONS 6" X 6" WOODEN POST FOR PERGOLA, ANCHORED TO BASE AS PER STRUCTURAL REQUIREMENT (E) TREE AND WELL (N) OUTDOOR CONCRETE CURB FOR PATIO (N) PB FURNITURE AT PATIO (N) WOODEN PERGOLA AT OUTDOOR PATIO ; SEE A08.07 FOR MORE INFORMATION. (N) DECORATIVE STRING LIGHT AT OUTDOOR PATIO (E) FRAMING WITH NEW METAL AWNING (N) RAMP (N) PLANTER TBC BY WSI RELOCATED STREET LAMP (E) CONCRETE SIDEWALK; SEE CIVIL PLANS FOR MORE INFORMATION (N) CONCRETE PATIO, SIDEWEALK, AND RAMP; SEE CIVIL PLANS FOR MORE INFORMATION 1 2 3 4 5 6 7 8 SHEET NOTES 9 10 11 12 13 14 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 monday-friday xx-x saturday xx-x sunday xx-x CL OF SIGNAGE & DOOR 0'-0" A.F.F. FLOOR FINISH 13'-5" A.F.F. B.O. WOODEN TRELLIS TBC EXISTING FINISH FLOOR LVL 1 2 4 4 7 WD-3 54 6 0'-0" A.F.F. (N) PATIO FLOOR FINISH TBC EXISTING FINISH FLOOR LVL 13'-5" A.F.F. B.O WOODEN TRELLIS 6'-0" CLEAR 3'-5" A.F.F. T.O. HANDRAIL 6'-8" RAMP 4 1 5 6 2 3 WD-3 A08.02 ENLARGED ELEVATION-PATIO YM PS SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 N ENLARGED ELEVATION - PATIO 1/4"-1'-0" KEY NOTES 1 (N) " POTTERY BARN" NON ILLUMINATED SIGNAGE AT WOODEN TRELLIS AT PATIO. SIGNAGE UNDER SEPARATE PERMIT (N) WOODEN CANOPY (N) 6" X 6" WOODEN CANOPY POST (E) TREE AND WELL (N) OUTDOOR CONCRETE CURB FOR PATIO (N) RAMP (E) FRAMING WITH NEW METAL AWNING 2 3 4 5 P ENLARGED ELEVATION - PATIO 1/4"-1'-0" 6 SHEET NOTES 1. GC TO TEST AND CONFIRM THAT ALL EXISTING EXIT SIGNS, LIGHTING, EMERGENCY LIGHTING AND FIRE ALARM SYSTEMS ARE OPERATIONAL AND NOT DAMAGED. PLEASE FIX, REPLACE OR ADD AS REQUIRED. 7 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 ±0'-0" FINISH FLOOR LVL +33'-11 1/8" T.O. PARAPET +46'-0" T.O. ROOF OF SIGNAGE & DOOR +10'-0" B.O. BLADE SIGN +17'-8" SECOND FLOOR LVL 18 19 monday-friday xx-x saturday xx-xsunday xx-x CL 1 1 4 6 9 11 TYP. 11 TYP. 18 20 16 TYP. 13 14 P-1 P-1 P-1 P-1 P-1 P-1 P-1 GL-1GL-1 WD-3 P-1 17 2317 15SF-1SF-1 P-1 K A08.10 N A08.10 (E) SALES 16 17 18 19 J 15 15.5 PATIO EQ 6'-0"EQ CL OF SIGNAGE & DOOR (N) RAMP -2'-1" AFF (E) FLOOR FINISH0'-0" (N) FLOOR FINISH 0'-0" (E) FLOOR FINISH 77 7 25'-0" R A08.03 20'-9 3/4" 6'-0"6'-0"CLEAR1 9 3 15 1'-0" SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A08.03 STOREFRONT PLAN & ELEVATION YM PS N PROPOSED STOREFRONT PLAN - EAST SIDE 3/16" = 1'-0" KEY NOTES R PROPOSED EXTERIOR ELEVATION - EAST SIDE 3/16" = 1'-0" SHEET NOTES 1. CONFIRM ALL DIMENSIONS AND DETAILS AGAINST EXISTING CONDITIONS AT START OF PROJECT AND AFTER STOREFRONT DEMOLITION WORK IS COMPLETE. NOTIFY WSI PM AND ARCHITECT OF ANY HIDDEN CONDITIONS OR VARIANCES FROM DOCUMENTS THAT WOULD CONFLICT WITH THE INTENT OF THESE DOCUMENTS. 2. SIGNAGE VENDOR TO COORDINATE WITH FIRE MARSHAL FOR SIZE AND LOCATION OF SUITE NUMBERS ON FRONT AND BACK OF BUILDING FOR THIS TENANT SPACE. 3. GC TO COORDINATE ON-SITE REVIEW WITH STEVE GLEASON (WSI WATERPROOFING CONSULTANT) PRIOR TO COMPLETION OF STOREFRONT 4. ANY DAMAGE TO BUILDING'S EXISTING FINISHES DURING DEMO OR CONSTRUCTION WILL NEED TO BE REPAIRED BACK TO ITS ORIGINAL CONDITION. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 (N) "POTTERY BARN" ILLUMINATED BLADE SIGN. POWER AND BLOCKING BY GC. SIGNAGE UNDER SEPARATE PERMIT (N) STORE HOURS WINDOW VINYL, UNDER SEPARATE PERMIT. (N) ALUMINUM STOREFRONT DOORS WITH FULLY CONCEALED CLOSERS IN DOOR HEADERS AND ASHLEY NORTON URBAN APPLIANCE PULL 1390 18-BTB DARK BRONZE ENTRY PULLS. (N) "POTTERY BARN" VINYL GRAPHIC. LETTERS TO BE 5" TALL. (N) METAL CANOPY TO MATCH STOREFRONT MATERIALS COLOR, WITH RECLAIMED WOOD AND LIGHTING AT THE UNDERSIDE, AND INTEGRAL HIDDEN DRAINAGE. ANY BRICKS REMOVED FOR INSTALLATION NEED TO BE SALVAGED FOR LL STORAGE. CLEAN AND PALLETIZE FOR DELIVERY. (N) "POTTERY BARN" NON ILLUMINATED SIGNAGE OVER WOODEN TRELLIS AT PATIO. SIGNAGE UNDER SEPARATE PERMIT EXISTING TREE WELL AND LANDSCAPE TO REMAIN. GC TO PROTECT DURING CONSTRUCTION G.C. TO COORDINATE WITH MORGAN STANLEY FOR REMOVAL AND REPLACEMENT OF (E) MORGAN STANLEYSIGNAGE ONCE LIMEWASH IS COMPLETED. (E) STOREFRONT DOOR TO BE LOCKED IN PLACE G.C. TO TEST LIMEWASH ON SIDE REAR OF BUILDING.FOLLOWING COMPLETION OF LIMEWASH ALL DOORS/WINDOWS ON BOTH LEVELS TO BE REPAINTED/REFINISHED . G.C. TO PAINT CURRENT YELLOW PORTIONS. G.C. TO WHITE (PT-2), AND REFINISH BLACK PORTIONS WITH (PT-3). G.C. TO TEST LIMEWASH PAINT (P-1) ON WALL BASE ON SIDE REAR OF BUILDING. (N) WOODEN PERGOLA AT OUTDOOR PATIO; SEE A08.07 FOR MORE INFORMATION. (N) 6" X 6" WOODEN TRELLIS POST; SEE STRUCTURAL DRAWINGS. RELOCATED OUTDOOR LIGHT POST (N) "POTTERY BARN" NON ILLUMINATED SIGNAGE AT METAL CANOPY, SIGNAGE UNDER SEPARATE PERMIT. (N) OUTDOOR CONCRETE CURB FOR PATIO. TRANSITION FROM EXISTING SIDEWALK TO BE SEAMLESS . SEE CIVIL DRAWINGS. (N) BLACK METAL AWNING OVER EXISTING FRAMING FINISH MANUFACTURER MATERIAL SPECIFICATIONS STOREFRONT SF-1 OLD CASTLE OR KAWNEER OLD CASTLE OR KAWNEER OLDCASTLE MODEL: FG3000 2" X 4 1/2" THERMAL MULTIPLANE,CENTER SET, COLOR ROYAL BLACK MM2717 KAWNEER MODEL: TRIFAB 451UT 2" X 4 1/2" MULTIPLANE, CENTER SET, COLOR ROYAL BLACK MM2717 GL-1 VITRO SOLARBAN 72 LOW E, STARPHIRE, W/ 1" AIR GAP BLACK SPACERS 71% MIN. VISUAL LIGHT TRANSMITTANCE FOR EXTERIOR GLAZING, PROVIDE TEMPERED GLAZING AS REQUIRED BY CODE WD-3 LOCAL SOURCE CANOPY TIMBER DFL TIMBER SIZES PER DETAILS, FINISH TO BE CLEAR SPAR URETHANE (2 COATS MIN). GC TO PROVIDE A ONE SAMPLE STAINED AND ONE SAMPLE UNSTAINED FOR WSI REVIEW. PAINT P-1 BENJAMIN MOORE ROMABIOA CLASSICO LIMEWASH, COLOR: BIANCO WHITE P-3 BENJAMIN MOORE EXTERIOR PAINT MATCH ROYAL BLACK MM2717 WD-4 URBAN EVOLUTIONS RECLAIMED WOOD PLANK ON UNDERSIDE CANOPY PREFINISHED, RECLAIMED WOOD PLANK; FULL PLANKS STOREFRONT FINISHES GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 ±0'-0" FINISH FLOOR LVL +17'-8" SECOND FLOOR LVL +33'-11 1/8" T.O. PARAPET +46'-0" T.O. ROOF 14 15 Morgan Stanley 16 +13'-5" B.O. WOODEN TRELLIS +3'-5" T.O. HANDRAIL monday-friday xx-xsaturday xx-xsunday xx-x 11 TYP. 11 TYP. 5 16 8 16 TYP. 13 14 1 2 6 20 22 P-1 P-1 P-1 P-1 P-1 P-1 K A08.10 14 15 16 15 (E) SALES 0'-0" (N) FLOOR FINISH R A08.04 5 9 SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A08.04 STOREFRONT PLAN & ELEVATION YM PS N PROPOSED STOREFRONT PLAN - NORTH-EAST SIDE 3/16" = 1'-0" R PROPOSED EXTERIOR ELEVATION - NORTH-EAST SIDE 3/16" = 1'-0" KEY NOTES SHEET NOTES 1. CONFIRM ALL DIMENSIONS AND DETAILS AGAINST EXISTING CONDITIONS AT START OF PROJECT AND AFTER STOREFRONT DEMOLITION WORK IS COMPLETE. NOTIFY WSI PM AND ARCHITECT OF ANY HIDDEN CONDITIONS OR VARIANCES FROM DOCUMENTS THAT WOULD CONFLICT WITH THE INTENT OF THESE DOCUMENTS. 2. SIGNAGE VENDOR TO COORDINATE WITH FIRE MARSHAL FOR SIZE AND LOCATION OF SUITE NUMBERS ON FRONT AND BACK OF BUILDING FOR THIS TENANT SPACE. 3. GC TO COORDINATE ON-SITE REVIEW WITH STEVE GLEASON (WSI WATERPROOFING CONSULTANT) PRIOR TO COMPLETION OF STOREFRONT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 (N) "POTTERY BARN" ILLUMINATED BLADE SIGN. POWER AND BLOCKING BY GC. SIGNAGE UNDER SEPARATE PERMIT (N) STORE HOURS WINDOW VINYL, UNDER SEPARATE PERMIT. (N) ALUMINUM STOREFRONT DOORS WITH FULLY CONCEALED CLOSERS IN DOOR HEADERS AND ASHLEY NORTON URBAN APPLIANCE PULL 1390 18-BTB DARK BRONZE ENTRY PULLS. (N) "POTTERY BARN" VINYL GRAPHIC. LETTERS TO BE 5" TALL. (N) METAL CANOPY TO MATCH STOREFRONT MATERIALS COLOR, WITH RECLAIMED WOOD AND LIGHTING AT THE UNDERSIDE, AND INTEGRAL HIDDEN DRAINAGE. ANY BRICKS REMOVED FOR INSTALLATION NEED TO BE SALVAGED FOR LL STORAGE. CLEAN AND PALLETIZE FOR DELIVERY. (N) "POTTERY BARN" NON ILLUMINATED SIGNAGE OVER WOODEN TRELLIS AT PATIO. SIGNAGE UNDER SEPARATE PERMIT EXISTING TREE WELL AND LANDSCAPE TO REMAIN. GC TO PROTECT DURING CONSTRUCTION G.C. TO COORDINATE WITH MORGAN STANLEY FOR REMOVAL AND REPLACEMENT OF (E) MORGAN STANLEYSIGNAGE ONCE LIMEWASH IS COMPLETED. (E) STOREFRONT DOOR TO BE LOCKED IN PLACE G.C. TO TEST LIMEWASH ON SIDE REAR OF BUILDING.FOLLOWING COMPLETION OF LIMEWASH ALL DOORS/WINDOWS ON BOTH LEVELS TO BE REPAINTED/REFINISHED . G.C. TO PAINT CURRENT YELLOW PORTIONS. G.C. TO WHITE (PT-2), AND REFINISH BLACK PORTIONS WITH (PT-3). G.C. TO TEST LIMEWASH PAINT (P-1) ON WALL BASE ON SIDE REAR OF BUILDING. (N) WOODEN PERGOLA AT OUTDOOR PATIO; SEE A08.07 FOR MORE INFORMATION. (N) 6" X 6" WOODEN TRELLIS POST; SEE STRUCTURAL DRAWINGS. RELOCATED OUTDOOR LIGHT POST (N) "POTTERY BARN" NON ILLUMINATED SIGNAGE AT METAL CANOPY, SIGNAGE UNDER SEPARATE PERMIT. (N) OUTDOOR CONCRETE CURB FOR PATIO. TRANSITION FROM EXISTING SIDEWALK TO BE SEAMLESS . SEE CIVIL DRAWINGS. (N) BLACK METAL AWNING OVER EXISTING FRAMING FINISH MANUFACTURER MATERIAL SPECIFICATIONS STOREFRONT SF-1 OLD CASTLE OR KAWNEER OLD CASTLE OR KAWNEER OLDCASTLE MODEL: FG3000 2" X 4 1/2" THERMAL MULTIPLANE,CENTER SET, COLOR ROYAL BLACK MM2717 KAWNEER MODEL: TRIFAB 451UT 2" X 4 1/2" MULTIPLANE, CENTER SET, COLOR ROYAL BLACK MM2717 GL-1 VITRO SOLARBAN 72 LOW E, STARPHIRE, W/ 1" AIR GAP BLACK SPACERS 71% MIN. VISUAL LIGHT TRANSMITTANCE FOR EXTERIOR GLAZING, PROVIDE TEMPERED GLAZING AS REQUIRED BY CODE WD-3 LOCAL SOURCE CANOPY TIMBER DFL TIMBER SIZES PER DETAILS, FINISH TO BE CLEAR SPAR URETHANE (2 COATS MIN). GC TO PROVIDE A ONE SAMPLE STAINED AND ONE SAMPLE UNSTAINED FOR WSI REVIEW. PAINT P-1 BENJAMIN MOORE ROMABIOA CLASSICO LIMEWASH, COLOR: BIANCO WHITE P-3 BENJAMIN MOORE EXTERIOR PAINT MATCH ROYAL BLACK MM2717 WD-4 URBAN EVOLUTIONS RECLAIMED WOOD PLANK ON UNDERSIDE CANOPY PREFINISHED, RECLAIMED WOOD PLANK; FULL PLANKS STOREFRONT FINISHES GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 ±0'-0" (N) PATIO FLOOR FINISH +17'-8" SECOND FLOOR LVL +33'-11 1/8" T.O. PARAPET +46'-0" T.O. ROOF J +10'-0" B.O. BLADE SIGN +13'-5" B.O. WOODEN TRELLIS +3'-5" T.O. HANDRAIL -2'-1" EXISTING FINISH FLOOR LVL 10 11 TYP. 12 6 11 TYP. 1 14 P-1 P-1 N A08.10 J6'-8" (E) SALES PATIO 12'-9 1/2" -2'-1" AFF (E) FLOOR FINISH(N) RAMP7 7 +0'-0" AFF (N) FLOOR FINISH R A08.05 (E) STOCKROOM#1 (N.I.C.)1 15 SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A08.05 STOREFRONT PLAN & ELEVATION YM PS N PROPOSED PLAN -SOUTH SIDE 3/16" = 1'-0" R PROPOSED EXTERIOR ELEVATION - SOUTH SIDE 3/16" = 1'-0" KEY NOTES SHEET NOTES 1. CONFIRM ALL DIMENSIONS AND DETAILS AGAINST EXISTING CONDITIONS AT START OF PROJECT AND AFTER STOREFRONT DEMOLITION WORK IS COMPLETE. NOTIFY WSI PM AND ARCHITECT OF ANY HIDDEN CONDITIONS OR VARIANCES FROM DOCUMENTS THAT WOULD CONFLICT WITH THE INTENT OF THESE DOCUMENTS. 2. SIGNAGE VENDOR TO COORDINATE WITH FIRE MARSHAL FOR SIZE AND LOCATION OF SUITE NUMBERS ON FRONT AND BACK OF BUILDING FOR THIS TENANT SPACE. 3. GC TO COORDINATE ON-SITE REVIEW WITH STEVE GLEASON (WSI WATERPROOFING CONSULTANT) PRIOR TO COMPLETION OF STOREFRONT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 (N) "POTTERY BARN" ILLUMINATED BLADE SIGN. POWER AND BLOCKING BY GC. SIGNAGE UNDER SEPARATE PERMIT (N) STORE HOURS WINDOW VINYL, UNDER SEPARATE PERMIT. (N) ALUMINUM STOREFRONT DOORS WITH FULLY CONCEALED CLOSERS IN DOOR HEADERS AND ASHLEY NORTON URBAN APPLIANCE PULL 1390 18-BTB DARK BRONZE ENTRY PULLS. (N) "POTTERY BARN" VINYL GRAPHIC. LETTERS TO BE 5" TALL. (N) METAL CANOPY TO MATCH STOREFRONT MATERIALS COLOR, WITH RECLAIMED WOOD AND LIGHTING AT THE UNDERSIDE, AND INTEGRAL HIDDEN DRAINAGE. ANY BRICKS REMOVED FOR INSTALLATION NEED TO BE SALVAGED FOR LL STORAGE. CLEAN AND PALLETIZE FOR DELIVERY. (N) "POTTERY BARN" NON ILLUMINATED SIGNAGE OVER WOODEN TRELLIS AT PATIO. SIGNAGE UNDER SEPARATE PERMIT EXISTING TREE WELL AND LANDSCAPE TO REMAIN. GC TO PROTECT DURING CONSTRUCTION G.C. TO COORDINATE WITH MORGAN STANLEY FOR REMOVAL AND REPLACEMENT OF (E) MORGAN STANLEYSIGNAGE ONCE LIMEWASH IS COMPLETED. (E) STOREFRONT DOOR TO BE LOCKED IN PLACE G.C. TO TEST LIMEWASH ON SIDE REAR OF BUILDING.FOLLOWING COMPLETION OF LIMEWASH ALL DOORS/WINDOWS ON BOTH LEVELS TO BE REPAINTED/REFINISHED . G.C. TO PAINT CURRENT YELLOW PORTIONS. G.C. TO WHITE (PT-2), AND REFINISH BLACK PORTIONS WITH (PT-3). G.C. TO TEST LIMEWASH PAINT (P-1) ON WALL BASE ON SIDE REAR OF BUILDING. (N) WOODEN PERGOLA AT OUTDOOR PATIO; SEE A08.07 FOR MORE INFORMATION. (N) 6" X 6" WOODEN TRELLIS POST; SEE STRUCTURAL DRAWINGS. RELOCATED OUTDOOR LIGHT POST (N) "POTTERY BARN" NON ILLUMINATED SIGNAGE AT METAL CANOPY, SIGNAGE UNDER SEPARATE PERMIT. (N) OUTDOOR CONCRETE CURB FOR PATIO. TRANSITION FROM EXISTING SIDEWALK TO BE SEAMLESS . SEE CIVIL DRAWINGS. (N) BLACK METAL AWNING OVER EXISTING FRAMING FINISH MANUFACTURER MATERIAL SPECIFICATIONS STOREFRONT SF-1 OLD CASTLE OR KAWNEER OLD CASTLE OR KAWNEER OLDCASTLE MODEL: FG3000 2" X 4 1/2" THERMAL MULTIPLANE,CENTER SET, COLOR ROYAL BLACK MM2717 KAWNEER MODEL: TRIFAB 451UT 2" X 4 1/2" MULTIPLANE, CENTER SET, COLOR ROYAL BLACK MM2717 GL-1 VITRO SOLARBAN 72 LOW E, STARPHIRE, W/ 1" AIR GAP BLACK SPACERS 71% MIN. VISUAL LIGHT TRANSMITTANCE FOR EXTERIOR GLAZING, PROVIDE TEMPERED GLAZING AS REQUIRED BY CODE WD-3 LOCAL SOURCE CANOPY TIMBER DFL TIMBER SIZES PER DETAILS, FINISH TO BE CLEAR SPAR URETHANE (2 COATS MIN). GC TO PROVIDE A ONE SAMPLE STAINED AND ONE SAMPLE UNSTAINED FOR WSI REVIEW. PAINT P-1 BENJAMIN MOORE ROMABIOA CLASSICO LIMEWASH, COLOR: BIANCO WHITE P-3 BENJAMIN MOORE EXTERIOR PAINT MATCH ROYAL BLACK MM2717 WD-4 URBAN EVOLUTIONS RECLAIMED WOOD PLANK ON UNDERSIDE CANOPY PREFINISHED, RECLAIMED WOOD PLANK; FULL PLANKS STOREFRONT FINISHES GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 ±0'-0" FINISH FLOOR LVL +33'-11 1/8" T.O. PARAPET +46'-0" T.O. ROOF monday-friday xx-xsaturday xx-xsunday xx-x OF DOOR +10'-0" B.O. BLADE SIGN +17'-8" SECOND FLOOR LVL 19 monday-friday xx-x saturday xx-x sunday xx-x 16 CL 1817 1 1 4 9 11 TYP. 11 TYP. 18 13 2317 15 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 WD-3 SF-1 GL-1 SF-1 GL-1 P-1 N A08.10 (E) SALES 16 17 18 19 J 15 15.5 PATIO EQ 6'-0"EQ CL OF SIGNAGE & DOOR (N) RAMP -2'-1" AFF (E) FLOOR FINISH0'-0" (N) FLOOR FINISH 0'-0" (E) FLOOR FINISH 77 7 25'-0" 20'-9 3/4" 6'-0"6'-0"CLEAR1 9 3 15 1'-0" SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A08.06 STOREFRONT PLAN & ELEVATION YM AR N PROPOSED STOREFRONT PLAN - EAST SIDE 3/16" = 1'-0" KEY NOTES R PROPOSED EXTERIOR ELEVATION - EAST SIDE 3/16" = 1'-0" SHEET NOTES 1. CONFIRM ALL DIMENSIONS AND DETAILS AGAINST EXISTING CONDITIONS AT START OF PROJECT AND AFTER STOREFRONT DEMOLITION WORK IS COMPLETE. NOTIFY WSI PM AND ARCHITECT OF ANY HIDDEN CONDITIONS OR VARIANCES FROM DOCUMENTS THAT WOULD CONFLICT WITH THE INTENT OF THESE DOCUMENTS. 2. SIGNAGE VENDOR TO COORDINATE WITH FIRE MARSHAL FOR SIZE AND LOCATION OF SUITE NUMBERS ON FRONT AND BACK OF BUILDING FOR THIS TENANT SPACE. 3. GC TO COORDINATE ON-SITE REVIEW WITH STEVE GLEASON (WSI WATERPROOFING CONSULTANT) PRIOR TO COMPLETION OF STOREFRONT 4. ANY DAMAGE TO BUILDING'S EXISTING FINISHES DURING DEMO OR CONSTRUCTION WILL NEED TO BE REPAIRED BACK TO ITS ORIGINAL CONDITION. R A08.06 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 (N) "POTTERY BARN" ILLUMINATED BLADE SIGN. POWER AND BLOCKING BY GC. SIGNAGE UNDER SEPARATE PERMIT (N) STORE HOURS WINDOW VINYL, UNDER SEPARATE PERMIT. (N) ALUMINUM STOREFRONT DOORS WITH FULLY CONCEALED CLOSERS IN DOOR HEADERS AND ASHLEY NORTON URBAN APPLIANCE PULL 1390 18-BTB DARK BRONZE ENTRY PULLS. (N) "POTTERY BARN" VINYL GRAPHIC. LETTERS TO BE 5" TALL. (N) METAL CANOPY TO MATCH STOREFRONT MATERIALS COLOR, WITH RECLAIMED WOOD AND LIGHTING AT THE UNDERSIDE, AND INTEGRAL HIDDEN DRAINAGE. ANY BRICKS REMOVED FOR INSTALLATION NEED TO BE SALVAGED FOR LL STORAGE. CLEAN AND PALLETIZE FOR DELIVERY. (N) "POTTERY BARN" NON ILLUMINATED SIGNAGE OVER WOODEN TRELLIS AT PATIO. SIGNAGE UNDER SEPARATE PERMIT EXISTING TREE WELL AND LANDSCAPE TO REMAIN. GC TO PROTECT DURING CONSTRUCTION G.C. TO COORDINATE WITH MORGAN STANLEY FOR REMOVAL AND REPLACEMENT OF (E) MORGAN STANLEYSIGNAGE ONCE LIMEWASH IS COMPLETED. (E) STOREFRONT DOOR TO BE LOCKED IN PLACE G.C. TO TEST LIMEWASH ON SIDE REAR OF BUILDING.FOLLOWING COMPLETION OF LIMEWASH ALL DOORS/WINDOWS ON BOTH LEVELS TO BE REPAINTED/REFINISHED . G.C. TO PAINT CURRENT YELLOW PORTIONS. G.C. TO WHITE (PT-2), AND REFINISH BLACK PORTIONS WITH (PT-3). G.C. TO TEST LIMEWASH PAINT (P-1) ON WALL BASE ON SIDE REAR OF BUILDING. (N) WOODEN PERGOLA AT OUTDOOR PATIO; SEE A08.07 FOR MORE INFORMATION. (N) 6" X 6" WOODEN TRELLIS POST; SEE STRUCTURAL DRAWINGS. RELOCATED OUTDOOR LIGHT POST (N) "POTTERY BARN" NON ILLUMINATED SIGNAGE AT METAL CANOPY, SIGNAGE UNDER SEPARATE PERMIT. (N) OUTDOOR CONCRETE CURB FOR PATIO. TRANSITION FROM EXISTING SIDEWALK TO BE SEAMLESS . SEE CIVIL DRAWINGS. (N) BLACK METAL AWNING OVER EXISTING FRAMING FINISH MANUFACTURER MATERIAL SPECIFICATIONS STOREFRONT SF-1 OLD CASTLE OR KAWNEER OLD CASTLE OR KAWNEER OLDCASTLE MODEL: FG3000 2" X 4 1/2" THERMAL MULTIPLANE,CENTER SET, COLOR ROYAL BLACK MM2717 KAWNEER MODEL: TRIFAB 451UT 2" X 4 1/2" MULTIPLANE, CENTER SET, COLOR ROYAL BLACK MM2717 GL-1 VITRO SOLARBAN 72 LOW E, STARPHIRE, W/ 1" AIR GAP BLACK SPACERS 71% MIN. VISUAL LIGHT TRANSMITTANCE FOR EXTERIOR GLAZING, PROVIDE TEMPERED GLAZING AS REQUIRED BY CODE WD-3 LOCAL SOURCE CANOPY TIMBER DFL TIMBER SIZES PER DETAILS, FINISH TO BE CLEAR SPAR URETHANE (2 COATS MIN). GC TO PROVIDE A ONE SAMPLE STAINED AND ONE SAMPLE UNSTAINED FOR WSI REVIEW. PAINT P-1 BENJAMIN MOORE ROMABIOA CLASSICO LIMEWASH, COLOR: BIANCO WHITE P-3 BENJAMIN MOORE EXTERIOR PAINT MATCH ROYAL BLACK MM2717 WD-4 URBAN EVOLUTIONS RECLAIMED WOOD PLANK ON UNDERSIDE CANOPY PREFINISHED, RECLAIMED WOOD PLANK; FULL PLANKS STOREFRONT FINISHES GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 E SECTION THROUGH STOREFRONT GLAZING 3/4" = 1'-0"N SECTION THROUGH STOREFRONT GLAZING 3/4" = 1'-0" +33'-11 1/8"A.F.F. T.O. EXISTING PARAPET ALIGN EXISTING PERGOLA +33'-11 1/8"A.F.F. T.O. EXISTING PARAPET ALIGN EXISTING PERGOLA SEE PLAN B.O. PERGOLA A A08.07 A A08.07 D A08.07 C A08.07 E A08.07 F A08.07 G A08.07 A08.07 STOREFRONT SECTIONS STAFF PS SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 N METAL OVERHANG 1 1/2" = 1'-0" CENTERLINE V.I.F. SLOPE 1/8" PER FOOT MIN.1'-0"5'-1 1/2" T.O. OVERHANG SEE EXTERIOR ELEVATIONS T.O. STOREFRONT SEE EXTERIOR ELEVATIONS 3" x 2" x 1/4" ANGLE W/LAG BOLTS 3 X 3 DOUGLAS FIR MEMBER 3 X 3 TRELLIS MEMBER A PERGOLA DETAIL 3" = 1'-0" B PERGOLA DETAIL 3" = 1'-0" C STOREFRONT SILL 1 1/2" = 1'-0" D STOREFRONT DOOR THRESHOLD 1 1/2" = 1'-0" SECTION (E) SLAB EXTENT TBC. SEE STRUCTURAL 2" RECESS WITHIN NEW RECESSED SLAB FOR INSTALLATION OF DOOR MAT 10"1/2"MAX.ALUMINUM STOREFRONT FRAMING BEYOND (N) SLAB SHOWN FOR REFERENCE ONLY, SEE STRUCTURAL AND CIVIL EXTERIORINTERIOR THRESHOLD AND DOOR SWEEP AS PER SCHEDULE SECTION EXTERIORINTERIOR ±0'-0" FINISH FLOOR (N) SLAB SHOWN FOR REFERENCE ONLY, SEE STRUCTURAL METAL FLASHING WITH DRIP EDGE FULLY EMBEDDED IN SEALANT.WALL BASE (E) FLOOR FINISH (N) STEEL REINFORCED CONCRETE CURB PER STRUCTURAL STONE BASE PER ELEVATIONMAX. 1/4"STOREFRONT FRAMING BEYOND CONTINUOUS COMMERCIAL AIR/WATER BARRIER STOREFRONT GLAZING. SEE ELEVATION AND FINISH SCHEDULE FOR SPECIFICATION SHIM AS REQUIRED ALUMINUM STOREFRONT FRAMING WITH DE-BRIDGE THERMAL BREAK. SEE ELEVATION FOR COLOR AND FINISH WALL FINISH PER FINISH PLAN SLOPE CENTERLINE OF STOREFRONT MULLION CENTERLINE OF STOREFRONT MULLION 4 3/4" FACE OF CURB 8"8"±0'-0" FINISH FLOOR -0'-1 1/4" A.F.F. PROJECT T.O. (E) INT. SLAB -0'-1 1/4" A.F.F. PROJECT T.O. (E) INT. SLAB PER PLAN F.O. CURB E STOREFRONT HEAD SILL 1 1/2" = 1'-0" STOREFRONT FRAMING BEYOND STOREFRONT GLAZING. SEE ELEV. AND FIN. SCHEDULE FOR SPEC. SHIM AS REQUIRED ALUMINUM STOREFRONT FRAMING WITH DE-BRIDGE THERMAL BREAK. SEE ELEVATION FOR COLOR AND FINISH INTERIOR SECTION F INTER. MULLION @ STOREFRONT 1 1/2" = 1'-0" SECTION EXTERIORINTERIOR STOREFRONT FRAMING BEYOND STOREFRONT GLAZING. SEE ELEVATION AND FINISH SCHEDULE FOR SPECIFICATION TURNBUCKLE, THREADED ROD, PLATE & BOLTS GALVANIZED AND PAINTED, BLACK, TYP. CENTER CONNECTION VERTICALLY SIDING PLANK TIE RODS, GALVANIZED AND PAINTED, BLACK, TYP. HSS8X2, SEE STRUCTURAL. DESIGN BY LL T.P.O. MEMBRANE ROOFING 3/4" F.R.T. PLYWOOD 1-1/2" 22 GA. MTL. DECKING, SEE STRUCTURAL. DESIGNED BY LL TURNBUCKLES, THREADED ROD, PLATE & BOLTS GALVANIZED AND PAINTED, BLACK, TYP. L2X2 ANGLE, , STL STRUCT AS DESIGNED BY LL STRUCTURAL ENGINEER, SHOWN FOR (REF). 12" C-CHANNEL, ALL 3 SIDES, STL STRUCT AS DESIGNED BY LL STRUCTURAL ENGINEER, SHOWN FOR (REF). SLOPED STEEL BEAM, SEE STRUCTURAL. DESIGN BY LL. 3-5/8" MTL. STUD FRAMING @ 16" O.C. MTL. FLASHING W/ DRIP EDGE BELOW CLADDING 3/4" RECLAIMED WOOD CLADDING @ UNDERSIDE OF CANOPY 6" RECESSED DOWN LIGHT, SEE ELECTRICAL STEEL STRUCTURE AS DESIGNED BY STRUCTURAL ENGINEER, SHOWN FOR REFERENCE 3" C-CHANNEL FOR DRAINAGE - SLOPE TO BOTH SIDES @ 1/8"/FT. MIN. EXISTING BRICK WALL. SALVAGE BRICKS WHERE REMOVED FOR L.L. REUSE. H A08.08 H OVERFLOW DRAINAGE CHANNEL AT METAL OVERHANG NTS 3 X 10 TIMBER R 4 1 / 2 "1 1/4"4 1/2"4 1/2"1 1/4"R4 1 / 2 " R1 1 / 4 " 4 1/2"4 1/2"1 1/4" NEW 6X6 TIMBER COLUMN; SEE STRUCTURAL DRAWINGS. NEW 3X10 TIMBER TRELLIS MEMBER ATTACHED TO 6X6 TIMBER COLUMN PER STRUCTURAL DRAWINGS. ALL EXPOSED CONNECTIONS TO BE BLACK. NEW SHAPED 3X10 TRELLIS MEMBER. TIMBER TO BE CUT TO SIT ON 3X10 TIMBER. ATTACH TO 6X6 TIMBER PER STRUCTURAL DRAWINGS. ALL EXPOSED CONNECTIONS TO BE BLACK. E CANOPY @ (E) WALL 1 1/2" = 1'-0" EXTERIORINTERIOR SECTION EXTERIOR EXISTING BRICK WALL. SALVAGE BRICKS WHERE REMOVED FOR L.L. REUSE. METAL FLASHING EXISTING BRICK WALL. SALVAGE BRICKS WHERE REMOVED FOR L.L. REUSE. SEE STRUCTURAL DRAWINGS FOR ATTACHMENT. DRAINAGE CHANNEL AT END OF OVERHANG WITH OVERFLOW AT TOP END CLOSURE WITH INTEGRAL OVERFLOW AT END OF DRAINAGE CHANNEL, MAKE WATERTIGHT A08.08 STOREFRONT DETAILS STAFF PS SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 1'-0" FROM B.O. RAMP SLOP 1'-0" FROM T.O. RAMP SLOPE E ELEVATION AT RAMP 1/2" = 1'-0" 9'-9" V.I.F. 1'-0"EQ.EQ.1'-0" CL CL CL CL ±0'-0" FINISH FLOOR VARIES STREET LEVEL 3'-2"CL CL EQ. 112 MAX. SLOPE 3'-2"MAX.2'-10"4"MAXB TYP. RAILING ELEVATION 1" = 1'-0" C CROSS SECTION 1" = 1'-0"3'-2"MAX.2'-10"4"D A01.03 F A01.03 D TYP. DETAIL AT POST TO CONCRETE CONNECTION 6" = 1'-0" RAILING POST BASEPLATE PER ENGINEERING REQS PER ELEVATION T.O. FINISHED CONCRETE CONCRETE ANCHOR SIZE, TYPE, DEPTH, AND MIN. DISTANCE FROM EDGE OF CONCRETE PER ENGINEERING REQS. F CROSS SECTION OF TOP RAIL 6" = 1'-0" 2"1"2 1/4"MAX. SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A08.09 RAMP DETAILS STAFF PS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 19'-8"1'-6 1/2"LED HALO LIT REVERSE CHANNEL LETTERS, SIGNAGE UNDER SEPARATE PERMIT. 3'-7 1/2"3"ARLON 2100-40 MATTE BLACK VINYL TO BE APPLIED TO SECOND SURFACE (BACK SIDE) OF GLASS STORE HOUR GRAPHICS. SECOND SURFACE APPLIED ARLON 2100-40 MATTE BLACK VINYL NOTE: STORE HOURS FOR LOCATION TO BE CONFIRMED BY WSI7/8"1'-7 3/8"1'-2"3"7/8"7/8"1'-6" EQ EQ5 1/2" 1'-2 1/2"3 1/2"7 1/2"9 1/2"5'-3"5"ARLON 2100-40 MATTE BLACK VINYL TO BE APPLIED TO SECOND SURFACE (BACK SIDE) OF GLASS 19'-8"1'-6 1/2"NON- ILLUMINATED REVERSE CHANNEL LETTERS, SIGNAGE UNDER SEPARATE PERMIT. SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A08.10 EXTERIOR SIGNAGE DETAILS YM KCR J EXTERIOR SIGNAGE_FRONT 3/8" = 1'-0" SHEET NOTES 1.VERIFY LOCATION OF ALL GRAPHICS ON SITE WITH ARCHITECT PRIOR TO INSTALLATION. 2.HEIGHT OF SIGNAGE IS BASED ON THE "P" OF THE POTTERY BARN LOGO. 3.FINISH TO BE BLACK U.O.N. 4.SIGNAGE SHOP DRAWINGS TO BE SUBMITTED FOR LANDLORD APPROVAL. 5.ALL EXTERIOR SIGNAGE AND AWNINGS TO BE UNDER SEPARATE PERMIT, IF USED. 6.VERIFY ALL SIGNAGE W/SUBMITTAL FOR APPROVAL, TYP. S EXTERIOR WINDOW VINYL 1-1/2" = 1'-0" N NON- ILLUMINATED BLADE SIGN 1 1/2" = 1'-0" L PB STORE OPENING HOURS 1 1/2" = 1'-0" M EXTERIOR WINDOW VINYL 1-1/2" = 1'-0" J POTTERYBARN NON ILLUMINATED SIGNAGE 3/8" = 1'-0" GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 N TYPICAL BLOCKING DETAILS 1 1/2" = 1'-0"5 1/2"4 1/2"CL TOP MOUNTING SCREW (VERIFY) LAYOUT AND DIMENSIONS WITH MANUFACTURER INSTRUCTIONS) NOTE: CONFIRM ALL BLOCKING HEIGHTS WITH FIXTURE CONTRACTOR PRIOR TO ALL INSTALLATION. SEE FIXTURE PLAN FOR FIXTURE LOCATIONS. BABY CHANGING STATION INSTALLATION NOTES: 1. CONTRACTOR SHOULD INSTALL BABY CHANGING STATION IN ACCORDANCE WITH LOAD REQUIREMENTS SET FORTH IN2019 CBC 1607.8.2 REQUIREMENTS TO RESIST A SINGLE CONCENTRATED LOAD OF 250 POUNDS APPLIES IN ANY DIRECTION AT ANY POINT OF THE DEVICE. 2. AS REQUIRED BY MANUFACTURER ALL BABY CHANGING STATIONS SHALL BE MOUNTED AND SECURE USING SCREWS AND ATTACHED METHODS SUPPLIED BY THE INSTALLER. 3. ALL MOUNTING HARDWARE MUST BE APPROPRIATE FOR WALL CONSTRUCTION AND WALL ANCHORS/BACKING/BLOCKING MUST PROVIDE ADEQUATE SUPPORT FOR THE INTENDED LOAD REQUIREMENTS. BLOCKING FOR FIXTURE BLOCKING FOR BABY CHANGING STATION RESTROOM GRAB BARS CONCEALED MOUNTING BRACKET ATTACHED WITH (2) 1/4" X 3" SIMPSON SDS SCREWS (N) 4X WOOD BLOCKING FASTENED TO STUDS W/ SIMPSON A34 CLIP T&B EACH SIDE. ATTACH IN A MANNER THAT RESISTS A SINGLE CONCENTRATED LOAD OF 250 POUNDS APPLIED IN ANY DIRECTION AT ANY POINT ON THE GRAB BAR PER 2018 IBC 1607.8.2. DEVICE MOUNTING BRACKET ATTACHED WITH (6) 1/4" X 3" SIMPSON SDS SCREWS (N) 4X WOOD BLOCKING FASTENED TO STUDS W/ SIMPSON A34 CLIPE T&B EACH SIDE. ATTACH IN A MANNER THAT RESISTS A SINGLE CONCENTRATED LOAD OF 250 POUNDS APPLIED IN ANY DIRECTION AT ANY POINT ON THE DEVICE. 5/8" GYPSUM TYP MTL STUD WALL PER PLAN 3/4 " F.R.T. PLYWOOD BACKING CONT. BEHIND ALL FURNITURE/ FIXTURES TYP ATTACH TO STUDS VIA SIMPSON A34 FRAMING ANCHOR. B.O. BLOCKING SEE A02.21 T.O. BLOCKING SEE A02.21 3'-6 1/4" AFF B METAL BACKING ATTACHMENT - HEAVY DUTY N.T.S. A STUD LIMITING HEIGHT & ATTACHMENT SCHEDULE N.T.S. LIMITING HEIGHT & ATTACHMENT SCHEDULE A. TABLE BELOW IS BASED ON UNIVERSAL INDUSTRIES. UNIMAST (USG) CORPORATIONS LIMITING HEIGHT TABLES FOR UNBRACED STUDS SPACED 12" , 16" & 24" O.C., REQUIREMENTS FOR 5 PSF LATERAL PRESSURE & 1/240 ALLOWABLE DEFLECTION FOR FLEXIBLE FINISHES W/ (1) LAYER OF GYP. BD PER SIDE OF STUD. SEE DETAIL ON THIS SHEET FOR DEFLECTION TRACK. B. SCHEDULED HEIGHTS MAY BE INCREASED BY 50% WHERE THE STUDS ARE DIAGONALLY BRACED AT THE MAXIMUM HEIGHT POINT TO THE STRUCTURE ABOVE @ 4'-0" O.C. C. WARNING WHEN USING STUDS MANUFACTURED BY A COMPANY OTHER THAN USG, VERIFY MANUFACTURES STUD STRENGTH & LIMITING HEIGHT. ADJUST GAUGE & MAXIMUM HEIGHT RECOMMENDED BY MANUFACTURER. STUD WIDTH STUD GAUGE STUD SPACING MAX HEIGHT ATTACHMENT @ UNDERSIDE OF STRUCTURE BUILDING MATERIAL (2) FASTENERS CONCRETE SLAB (2) HILTI DN37P8 DRIVE PINS; USE (2) 1 3/4" X 3/16" DIA TAPCON ANCHORS IN PREDRILLED HOLES IF PAFs ARE NOT PERMITTED MTL DECK (2) #12 14X1 HWN TRAXX/2 MTL DECK W/ CONC 1 3/4" X 3/16" DIA TAPCON (2) ANCHORS IN SUB-DRILLED HOLES MTL DECK W/ LW FILL (2) #12 14X1 HWH TRAXX/W IN SUB-DRILLED HOLES (ZONOLITE, GYPSUM) 1 5/8"20 12"9'-3"1 5/8"20 16"8'-5"1 5/8"20 24"7'-4"2 1/2"20 12"12'-9"2 1/2"20 16"11'-7"2 1/2"20 24"10'-2"3 5/8"20 12"17'-7"3 5/8"20 16"16'-0"3 5/8"20 24"14'-0"3 5/8"18 12"21'-0"6"20 12"26'-3"6"20 16"23'-9"6"20 24"20'-6"ATTACH BLOCKING TO 3STUDS MINIMU M DOUBLE STUD AT OPENING, WHERE OCCURS 16 GA TRACK W/ (3) 2-18 WAFER HEAD SELF-DRILLING SCREWS PER STUD. FLATTEN FLANGES AROUND STUD FLANGE. SEE DETAIL A/A10.01 NOTE: REFER TO STRUCTURAL FOR MORE INFORMATION. D TYPICAL LOW HEIGHT PARTITION 3" = 1'-0" BASE AS PER SCHEDULE CORNER BEAD AT GYP. BD EDGE (1) LAYER 5/8" GYP. BD EACH SIDE FOR METAL FRAMING INFORMATION AND SUPPORT REFER TO STRUCTURAL DRAWINGS KNEEWALL CONNECTOR. REFER TO DETAIL S/A10.01 FOR FLOOR CONNECTION CONTINUOUS SEALANT EACH SIDE SLAB REFER TO ELEVATION WALL TYPE SCHEDULE TYPE STUD SIZE THICKNESS FIRE RATING UL #STC R-VALUE DESCRIPTION NOTES A1 -----EXISTING EXTERIOR WALL A2 -----EXISTING DEMISING WALL B1 6"1'-0 5/8"---5/8" GWB. + 1" RIGID INSULATION + 6" STEEL STUD (W/ BATT INSULATION) + 3/4" PLYWOOD + 3 5/8" STEEL STUD + 5/8" PLYWOOD WATER RESISTANT GWB. @ WET AREAS B2 6"0'-6 3/4"---6" STEEL STUD + 3/4" PLYWOOD EXTEND WALL TIGHT TO DECK ABOVE, REFER TO STRUCTURAL FOR MORE INFORMATION C1 3 5/8" 0'-4 1/4"---5/8" GWB. + 3 5/8" STEEL STUD WATER RESISTANT GWB. @ WET AREAS C2 3 5/8" 0'-4 7/8"---5/8" GWB. + 3 5/8" STEEL STUD + 5/8" GWB.WATER RESISTANT GWB. @ WET AREAS C3 3 5/8" 0'-4 7/8"--49 5/8" GWB. + 3 5/8" STEEL STUD (W/ BATT INSULATION) + 5/8" GWB.WATER RESISTANT GWB. @ WET AREAS D1 6"0'-6 5/8"---5/8" GWB. + 6" STEEL STUD WATER RESISTANT GWB. @ WET AREAS D2 6"0'-7 1/4"---5/8" GWB. + 6" STEEL STUD + 5/8" GWB.WATER RESISTANT GWB. @ WET AREAS D3 6"0'-7 1/4"--49 5/8" GWB. + 6" STEEL STUD (W/ BATT INSULATION) + 5/8" GWB.WATER RESISTANT GWB. @ WET AREAS NON-RATED EXTERIOR MTL. STUD WALL - W/ BATT INSULATIONBASE DETAIL FIN. FL. 0'-0" A.F.F. K NON-RATED PARTITION TYPE C2 / C3 / D2 / D3 1 1/2" = 1'-0" HEAD DETAIL B.O. DECK VARIES, SEE RCP F EXTERIOR PARTITION TYPE B1 1 1/2" = 1'-0" 5/8" GWB. W/ 1" DRYWALL SCREWS, 8" O.C. TO TOP & BOT RUNNERS & INNER STUDS. STAGGER ALL VERT. & HORIZ. JOINTS @ 24" O.C., EA. SIDE & OPP. ENDSFIBERGLASS INSULATION WHERE OCCURS WALL BASE PER FINISH PLAN EXISTING SUBFLOOR FINISH FLOOR PER FINISH PLAN REFER TO HEAD DETAIL FIBERGLASS INSULATION CEILING WHERE OCCURS, SEE RCP. 5/8" GWB. W/ 1" DRYWALL SCREWS, 8" O.C. TO TOP & BOT RUNNERS & INNER STUDS. STAGGER ALL VERT. & HORIZ. JOINTS @ 24" O.C., EA. SIDE & OPP. ENDS STEEL STUD FRAMING. REFER TO WALL TYPE SCHEDULE AND DETAIL C/A10.01 AT GRID CEILING CONDITIONS WALL TO CONTINUE 6" ABOVE CEILING, SEE RCP EXTERIOR WALL FINISH PER ELEVATION WALL BASE PER ELEVATIONNEW STEEL REINFORCED CONCRETE 7" CURB PER STRUCTURAL INTERIOR FIN. FL. 0'-0" A.F.F. 5/8" GWB. W/ 1" DRYWALL SCREWS, 8" O.C. TO TOP & BOT RUNNERS & INNER STUDS. STAGGER ALL VERT. & HORIZ. JOINTS @ 24" O.C., EA. SIDE & OPP. ENDS KRAFT FACED R-25 BATT INSULATION (CLASS II VAPOR RETARDER) ZIP SHEATHING INTEGRAL WATER-RESISTANT BARRIER WALL BASE PER FINISH PLAN EXISTING SUBFLOOR FINISH FLOOR PER FINISH PLAN J PARTITION SCHEDULE 1 1/2" = 1'-0" GENERAL NOTES: 1. GC SHALL MAINTAIN DESIGNATED FIRE RATING AT HEAD AND SILL, WHERE PARTITION MEETS SLAB/ STRUCTURE. FILL ANY GAPS WITH FIRE SEALANT AND/OR TIGHTLY PACKED MINERAL WOOL; REFERENCE CURRENT UL JOINT SYSTEMS DIRECTORY FOR SEALANT OPTIONS. 2. WALL THICKNESSES DO NOT INCLUDE FINISHES I.E. TILE ETC. SEE FINISH PLANS TO VALIDATE TOTAL THICKNESS OF COMPLETE PARTITION. 3. COORDINATE ALL FRAMING WITH STRUCTURAL DRAWINGS. 4. ALL STUDS SPACED AT 16" O.C. UNLESS OTHERWISE NOTED OR IF OTHERWISE DIRECTED TO MEET UL/STC REQUIREMENTS. WALL FINISH PER FINISH PLAN FIBERGLASS INSULATION WHERE OCCURS ALIGN WALL HEIGHT WITH MILLWORK HEIGHT WHERE MILLWORK OCCURS. SEE DETAIL D/A10.01 BASE DETAIL HEAD DETAIL B.O. DECK VARIES, SEE RCP FIN. FL. 0'-0" A.F.F. H NON-RATED PARTITION TYPE C1 / D1 1 1/2" = 1'-0" G EXTERIOR PARTITION TYPE B2 1 1/2" = 1'-0" 5/8" GWB. W/ 1" DRYWALL SCREWS, 8" O.C. TO TOP & BOT RUNNERS & INNER STUDS. STAGGER ALL VERT. & HORIZ. JOINTS @ 24" O.C., EA. SIDE & OPP. ENDS STEEL STUD FRAMING. REFER TO WALL TYPE SCHEDULE AND DETAIL C/A10.01WALL BASE PER FINISH PLAN EXISTING SUBFLOOR FINISH FLOOR PER FINISH PLAN EXISTING WALL/COLUMN WHERE APPLICABLE. REFER TO FLOOR PLANS REFER TO HEAD DETAIL EXISTING WALL/COLUMN WHERE APPLICABLE. REFER TO FLOOR PLANSCEILING WHERE OCCURS, SEE RCP. AT GRID CEILING CONDITIONS GWB. TO CONTINUE 6" ABOVE CEILING, SEE RCP ±0'-0" FINISH FLOOR NEW STEEL REINFORCED CONCRETE 7" CURB PER STRUCTURAL WALL FINISH PER ELEVATION WALL BASE PER ELEVATION ZIP SHEATHING INTEGRAL WATER-RESISTANT BARRIER EXTERIORINTERIOR NON-RATED EXTERIOR MTL. STUD WALL R DUCT PENETRATION AT NON-RATED PARTITION 3" = 1'-0" MIN 1/2" THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS. FLUSH WITH BOTH SURFACES OF WALL A MIN 1/4" DIA BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/DUCT INTERFACE ON BOTH SURFACES OF THE WALL ADDITIONAL FRAMING MEMBERS TO BE INSTALLED IN STUD CAVITY CONTAINING THE DUCT SUCH THAT THE FRAMED OPENINGS IS 4" TO 6" LARGER IN WIDTH AND HEIGHT THAN DIA OF DUCT FINISH MATERIAL OPENING TO BE MIN 0" AND MAX 1" GREATER THAN WIDTH/DIAMETER OF DUCT/PIPE DUCT/PIPE PER MECH/PLUMBING PLAN TO BE RIDIGLY SUPPORTED BOTH SIDES OF WALL ASSEMBLY NON RATED WALL ASSEMBLY C PARTITION-TO-FLOOR CONNECTION 3" = 1'-0" METAL STUDS. REFER TO DETAIL B/A10.01 FINISH MATERIALS VARY (MAXIMUM WEIGHT EQUAL TO 2 LAYERS GYPSUM BOARD EACH SIDE PLUS APPLIED FINISHES) AT ALL ACOUSTICAL PARTITIONS (PARTITIONS CONTAINING ACOUSTICAL INSULATION), APPLY A FILLET OF ACOUSTICAL SEALANT AT BOTTOM CORNER OF TRACK, EACH SIDE, PRIOR TO APPLICATION OF GYPSUM BOARD. TAPCON SCREWS ON CONCRETE SLAB. EMBEDDED 2" PER ESR-22026"M WALL BRACING DETAIL 1 1/2" = 1'-0" L HEAD DETAILS 1 1/2" = 1'-0" CONCRETE STRUCTURE - UL ASSEMBLY SYSTEM HW-D-0003 STEEL STRUCTURE - WALL PERPENDICULAR TO JOIST - UL ASSEMBLY SYSTEM HW-D-0524 STEEL STRUCTURE - WALL PARALLEL WITH JOIST - UL ASSEMBLY SYSTEM HW-D-0001 3 5/8", 18 GA. METAL STUD BRACE AT 4'-0" O.C. MAX CEILING WHERE OCCURS, SEE RCP. 2" X 2" X 0'-4" LG, 12 GA. FRAMING CLIP W/(3) -#12 SCREWS EA. LEG SCHEDULE WALL METAL STUD - REFER TO WALL TYPES 5/8" TYPE 'X' GWB *FIRE CAULK - TYP. BOTH SIDES FASTENERS - DO NOT ATTACH TO VERTICAL WALL STUDS RESTRAINING ANGLE NESTED METAL CEILING RUNNER DEFLECTION TRACK EXISTING CONCRETE SLAB 5/8" TYPE 'X' GWB FACING CEILING TRACK ATTACHED TO STEEL STRAP WITH STEEL FASTENERS SPACED 24" MAX. MIN. 25 GAUGE COMPOSITE STEEL ANGLE W/ INTUMESCENT STRIP AFFIXED ALONG INSIDE OF LEG EXISTING ROOF DECK STEEL STRAP FASTENED TO FLOOR OR ROOF ASSEMBLY USING MIN 1 1/4" STEEL FASTENERS SPACED 12" O.C. CONTINUOUS 20 GA GALV STEEL STRAP WITH 1/2" W INTUMESCENT STRIP AFFIXED TO EDGES TO SPAN FLUTE AND OVERLAP FLUTED DECK VALLEYS METAL STUD - REFER TO WALL TYPES *FIRE CAULK - TYP. BOTH SIDES 5/8" TYPE 'X' GWB COVER - DO NOT ATTACH TO GWB FACING FASTENERS - DO NOT ATTACH TO VERTICAL WALL STUDS RESTRAINING ANGLE *FILL ANY CAVITIES WITH FIRE SAFING MATERIAL 1" MIN DEFLECTION SPACE EXISTING ROOF DECK DEFLECTION TRACK METAL RUNNER 5/8" TYPE 'X' GWB FACING METAL STUD - REFER TO WALL TYPES NOTE: 6" DIMENSION ONLY AT ACT./GRID CEILING. *FIRE CAULK - TYP. BOTH SIDES 5/8" TYPE 'X' GWB COVER - DO NOT ATTACH TO GWB FACING GENERAL NOTE: ALL NOTES MARKED WITH AN ASTERISK (*) APPLY ECLUSIVELY TO RATED CONDITIONS. *FILL ANY CAVITIES WITH FIRE SAFING MATERIAL SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE ISSUEPROJECT:STATUS: 2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. STAMP & SEAL: PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS GLOBEATELIE LLC TEXAS LICENSE NO: BR 46 g l o b e a t e l i ê STATUS: GA24WSI019 PERMIT SETSOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092TEST FIT 08-29-2025 FEASIBILITY SET10-17-2025 PRELIMINARY SET11-20-2025CC O P Y R I G H T 2G L O B E A T E L I Ê 0 2 6PERMIT SET03-12-2026 A10.01 WALL AND PARTITION TYPES AND DETAILS YM KCR GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 DIVISION 0 – CONDITIONS OF THE CONTRACT 007200 CONTRACT AND GENERAL CONDITONS OF THE CONTRACT DIVISION 1 – GENERAL REQUIREMENTS 011000 SUMMARY 013119 PRO-ECT MEETINGS 013300 SUBMITTAL PROCEDURES 014500 QUALITY CONTROL 015000 TEMPORARY FACILITIES AND CONTROLS 016000 PRODUCT REQUIREMENTS 017329 PATCHING AND REPAIR 017700 CLOSEOUT PROCEDURES DIVISION 2 – SITE WORK 024119 SELECTIVE DEMOLITION DIVISION 3 – CONCRETE 035300 CEMENTITIOUS OVERLAY 035416 CEMENTITIOUS UNDERLAYMENT DIVISION 4 – MASONRY 044216 MECHANICAL ANCHORED STONE VENEER - NOT USED DIVISION 5 – METALS 051200 STRUCTURAL STEEL 054000 COLD FORMED METAL FRAMING 055000 METAL FABRICATIONS 055019 ARCHITECTURAL STEEL FABRICATIONS - NOT USED 055109 DESIGN BUILD STAIRS - NOT USED 055141 ARCHITECTURAL STAIRS AND RAILINGS - NOT USED 057000 ORNAMENTAL METAL - NOT USED DIVISION 6 – WOOD & PLASTICS 061000 ROUGH CARPENTRY 062000 FINISH CARPENTRY DIVISION 7 – THERMAL & MOISTURE PROTECTION 070150 ROOF PATCHING AND REPAIR 072100 BUILDING INSULATION 076200 SHEET METAL FLASHING AND TRIM 078400 FIRESTOPPING 078500 FIRE RATED -OINTS 079200 -OINT SEALANTS DIVISION 8 – DOORS & WINDOWS 081113 HOLLOW METAL DOORS AND FRAMES 081400 WOOD DOORS 083100 ACCESS DOORS 084113 ALUMINUM ENTRANCES & STOREFRONTS - BY LANDLORD 087100 DOOR HARDWARE 088000 GLA=ING - NOT USED DIVISION 9 – FINISHES 092200 LIGHTGAUGE METAL SUPPORT FRAMING 092400 VENEER PLASTER 092200 PORTLAND CEMENT PLASTER 092843 GYPSUM SHEATHING 092900 GYSPSUM BOARD 093000 TILE 096429 SITE FINISHED WOOD FLOORING 096500 RESILIENT FLOORING 096513 RESILIENT BASE 096516 RESILIENT TREADS AND RISERS - NOT USED 096800 CARPETING 097736 FRP WALL PANELS - NOT USED 098100 ACOUSTICAL INSULATION AND SEALANTS 099000 PAINTING 099733 CONCRETE SEALER DIVISION 10 – SPECIALTIES 102613 CORNER GUARDS 102813 TOILET ACCESSORIES 104416 FIRE E;TINGUISHERS AND CABINETS 107313 FABRIC AWNINGS - NOT USED DIVISION 11 – EQUIPMENT NOT USED DIVISION 12 – EQUIPMENT 123661 SOLID SURFACING - NOT USED 124813 CARPET ENTRY MATS- NOT USED DIVISION 13 – SPECIAL CONTRUCTION NOT USED DIVISION 14 – CONVEYING SYSTEMS PER MFR SPECS DIVISION 15 – MECHANICAL & PLUMBING SEE PLUMBING SPECIFICATIONS ON THE DRAWINGS DIVISION 16 – ELECTRICAL SEE ELECTRICAL SPECIFICATIONS ON THE DRAWINGS B PERFORM WORK WITHIN THE CONTRACT TIME STATED IN THE OWNER CONTRACTOR AGREEMENT C COORDINATE CONSTRUCTION SCHEDULE AND OPERATIONS WITH THE OWNER AND LANDLORDS ON SITE REPRESENTATIVE D SEPARATE WORK 1 REFER TO THE RESPONSIBILITY MATRI; INDICATED ON THE DRAWINGS 2 PERFORM WORK SO AS TO ALLOW THE PERFORMACE OF WORK BY OTHER CONTRACTIRS E PRODUCTS FURNISHED BY OWNER FOR INSTALLATION BY THE CONTRACTOR 1 REFER TO RESPONSIBILITY MATRI; INDICATED ON THE DRAWINGS 2 COORDINATE WORK TO FACILITATE INSTALLATION OF PRODUCTS FURNISHED BY THE OWNER FOR INSTALLATION BY THE CONTRACTOR 3 OWNER S RESPONSIBILITIES D ARRANGE FOR AND DELIVER SHOP DRAWINGS PRODUCT DATA AND SAMPLES TO CONTRACTOR E ARRANGE AND PAY PRODUCT DELIVERY TO SITE F UPON DELIVERY INSPECT PRODUCTS -OINTLY WITH CONTRACTOR G SUBMIT CLAIMS FOR TRANSPORTATION DAMAGE H ARRANGE FOR REPLACEMENT OF DAMAGED DEFECTIVE OR MISSING I ARRANGE FOR MANUFACTURER S WARARANTIES INSPECTIONS AND SERVICE 4 CONTRACTOR S RESPONSIBILITIES D REVIEW SHOP DRAWINGS PRODUCT DATA AND SAMPLES E RECEIVE AND UNLOAD PRODUCTS AT SITE INSPECT FOR COMPLETENESS FOR DAMAGE -OINTLY WITH OWNER F HANDLE STORE INSTALL AND FINISH PRODUCTS G REPAIR OR REPLACE ITEMS DAMAGED BY WORK OF THIS CONTRACT F APPLICATIONS FOR PAYMENT SUBMIT THREE COPIES OF EACH APPLICATION UNDER PROCEDURES OF SECTION 013300 ON AIA G702 - APPLICATION AND CERTIFICATE FOR PAYMENT OR A FORM APPROVED BY THE ARCHITECT AND THE OWNER G COORDINATION 1 COORDINATE WORK TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS WITH PROVISIONS FOR ACCOMMODATING ITEMS INSTALLED LATER 2 COORDINATE SPACE REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SYSTEMS MAKE RUNS PARALLEL WITH LINES OF BUILDING UTILI=E SPACES EFFICIENTLY AND MA;IMI=E ACCESSIBILITY FOR MAINTENANCE REPAIR AND OTHER INSTALLATIONS 3 E;ECUTE CUTTING AND PATCHING TO INTEGRATE ELEMENTS OF THE WORK REMOVE ILL-TIMED AND DEFECTIVE WORK AND REPLACE WITH NEW WORK CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS 4 UNCOVER DEFECTIVE AND NONCONFORMING WORK AND FURNISH SAMPLES AS REQUIRED FOR TESTING 5 SEAL PENETRATIONS THROUGH FLOORS WALLS AND CEILINGS 013119 PRO-ECT MEETINGS A PROGRESS MEETINGS ATTEND PROGRESS MEETINGS CALLED BY THE OWNER ARCHITECT THROUGHOUT THE PROGRESS OF THE WORK B CONVENE A PRE-INSTALLATION MEETING WHEN IT IS SPECIFIED FOR A CERTAIN PORTION OF THE WORK REQUIRE ATTENDANCE OF ENTITIES DIRECTLY AFFECTING OR AFFECTED BY THE WORK OF THE SECTION 013300 SUBMITTAL PROCEDURES ASUBMITTAL PROCEDURE 1 REQUIRED SUBMITTALS ARE IDENTIFIED IN THE CONTRACT DOCUMENTS INCLUDING THOSE THAT REQUIRE APPROVAL BY THE OWNER 2 IDENTIFY DEVIATIONS FROM CONTRACT DOCUMENTS LEAVE SPACE FOR CONTRACTOR AND ARCHITECT REVIEW STAMPS 3 REVIEW AND SIGN EACH SUBMITTAL PRIOR TO SUBMITTAL TO THE ARCHITECT UNSIGNED SUBMITTALS WILL BE RETURNED BY THE ARCHITECT 4 UNLESS SPECIFIED OTHERWISE SUBMIT THE NUMBER OF SUBMITTALS THE CONTRACTOR REQUIRES PLUS ONE WHICH WILL BE RETAINED BY THE ARCHITECT 5 TRANSMIT EACH ITEM TO THE ARCHITECT UNDER THE CONTRACTOR S STANDARD TRANSMITTAL FORM AS APPROVED BY THE ARCHITECT INCLUDE PRO-ECT NAME CONTRACTOR NAME SUBCONTRACTOR OR SUPPLIER NAME AND DRAWING SHEET DETAIL NUMBER OR SPECIFICATION SECTION NUMBER CORRESPONDING TO THE SUBMITTAL AS APPROPRIATE 6 MAKE SUBMITTALS AS REQUIRED TO CAUSE NO DELAY IN THE WORK ALLOW SUFFICIENT TIME FOR POSSIBLEREVISION AND RESUBMITTAL OF RE-ECTED SUBMITTALS COORDINATE SUBMITTAL OF RELATED ITEMS 7 REVISE AND RESUBMIT RE-ECTED SUBMITTALS AS REQUIRED TO OBTAIN APPROVAL IDENTIFYING CHANGES MADE SINCE PREVIOUS SUBMITTAL BSHOP DRAWINGS PRODUCT DATA AND SAMPLES 1 SHOP DRAWINGS D NUMBER OF COPIES UNLESS OTHERWISE SPECIFIED SUBMIT TO THE ARCHITECT ONE LEGIBLE RIGHT-READING REPRODUCIBLE AND ONE COPY FOR REVIEW E;CEPT THAT SHOP DRAWINGS 11;17 OR SMALLER MAY BE SUBMITTED IN THE FORM OF EITHER TWO BLACKLINE OR ELECTROSTATIC BOND COPIES OR AN ELECTRONIC11;17 PDF POSTING TO PRO-ECTWEB E THE ARCHITECT WILL RETURN ONE COPY TO CONTRACTOR WITH CORRECTIONS NOTATIONS AND ARCHITECT S STAMP INDICATING ACTION TO BE TAKEN F UNLESS SPECIFIED OTHERWISE SHOP DRAWINGS SHALL SHOW QUANTITIES MATERIALS METHODS OF ASSEMBLY AD-ACENT CONSTRUCTION DIMENSIONS AND ALL OTHER APPROPRIATE INFORMATION TO FULLY ILLUSTRATE THE WORK 2 PRODUCT DATA D MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS MODELS OPTIONS AND OTHER DATA SUPPLEMENT MANUFACTURE S STANDARD DATA TO PROVIDE INFORMATION UNIQUE TO THE WORK E SUBMIT THE NUMBER OF COPIES WHICH CONTRACTOR REQUIRES PLUS 2 COPIES WHICH WILL BE RETAINED BY THE ARCHITECT E;CEPT THAT ELECTRONIC PDF COPIES MAY BE POSTED TO PRO-ECTWEB 3 SAMPLES D SUBMIT SAMPLES AS SPECIFIED IN THE TECHNICAL SECTIONS E INCLUDE IDENTIFICATION ON EACH SAMPLE GIVING FULL INFORMATION F SUBMIT THREE SAMPLES ONE OF WHICH WILL BE RETAINED BY ARCHITECT UNLESS INDICATED OTHERWISE IN THE TECHNICAL SECTION C CERTIFICATES SUBMIT THE ORIGINAL SIGNED VERSION TO THE ARCHITECT 014500 QUALITY CONTROL A STANDARDS COMPLY WITH INDUSTRY STANDARDS E;CEPT WHEN MORE RESTRICTIVE TOLERANCES OR SPECIFIED REQUIREMENTS INDICATE MORE RIGID STANDARDS OR MORE PRECISE WORKMANSHIP B PERFORM ALL WORK TO MEET OR E;CEED THE REQUIREMENTS OF ALL APPLICABLE CODES ORDINANCES LAWS REGULATIONS SAFETY ORDERS AND DIRECTIVES FROM AUTHORITIES HAVING -URISDICTION OVER THE WORK C PERFORM WORK WITH PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY D MOCK-UPS 1 PROVIDE MOCK-UPS AS SPECIFIED IN THE INDIVIDUAL SPECIFICATION SECTIONS PROVIDE ADDITIONAL MOCK-UPS AS REQUIRED BY THE ARCHITECT UNTIL APPROVAL IS OBTAINED 2 DO NOT PROCEED WITH SUBSEQUENT WORK UNTIL APPROVAL OF THE MOCK-UP IS OBTAINED 3 APPROVAL OF MOCK-UP SHALL BE THE STANDARD OF WORKMANSHIP AND MATERIALS FOR THE REMAINDER OF THE WORK SIMILAR TO THE MOCK-UP 4 MAINTAIN MOCK-UP IN APPROVED CONDITION UNTIL DIRECTED OTHERWISE 5 UNLESS SPECIFIED OTHERWISE REMOVE MOCK-UP AT COMPLETION WHEN DIRECTED BY ARCHITECT E INSTALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER S RECOMMENDATIONS WHERE CONFLICT E;ISTS BETWEEN MANUFACTURER S RECOMMENDATIONS AND THE SPECIFIED REQUIREMENTS NOTIFY THE ARCHITECT IMMEDIATELY F E;AMINATION PRIOR TO INSTALLATION 1 PRIOR TO STARTING WORK CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK 2 DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS G TESTING LABORATORY SERVICES 1 WHERE THE SCOPE OF THE WORK REQUIRES THE OWNER WILL ARRANGE FOR THE SERVICES OF AN INDEPENDENT TESTING LABORATORY TO INSPECT AND TEST THE WORK TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS REPORTS OF ALL INSPECTIONS AND TESTS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW 2 CONTRACTOR S RESPONSIBILITIES D COOPERATE WITH TESTING LABORATORY PERSONNEL AND FURNISH ACCESS TOOLS SAMPLES CERTIFICATIONS TEST REPORTS DESIGN MI;ES EQUIPMENT STORAGE AND ASSISTANCE AS REQUESTED BY THE TESTING LABORATORY E NOTIFY ARCHITECT AND TESTING LABORATORY 48 HOURS PRIOR TO E;PECTED TIME FOR OPERATIONS REQUIRING INSPECTION AND TESTING WHEN TESTS OR INSPECTIONS CANNOT BE PERFORMED THROUGH THE FAULT OF THE CONTRACTOR REIMBURSE THE OWNER FOR THE ADDITIONAL COSTS INCURRED F REMOVE AND REPLACE ALL WORK FOUND NOT COMPLYING WITH THE CONTRACT DOCUMENTS REMEDIES SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND CODE REQUIREMENTS G IF INITIAL TESTS AND INSPECTIONS INDICATE DEFICIENT WORK THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR THE COSTS OF ALL SUBSEQUENT TESTS AND INSPECTIONS RELATED TO THE DEFICIENCY H ALL DAMAGE WHICH MAY OCCUR TO THE WORK AS A RESULT OF NORMAL TESTING OPERATIONS SHALL BE REPAIRED TO MATCH SURROUNDING SURFACES I SCHEDULE TESTING AND INSPECTION SO THAT THE WORK OF TESTING AND INSPECTION PERSONNEL WILL BE AS CONTINUOUS AND BRIEF AS POSSIBLE J REIMBURSE THE OWNER FOR TRAVEL AND LODGING E;PENSES INCURRED FOR TESTING AND INSPECTION SERVICES PERFORMED OUTSIDE A RADIUS OF 100 MILES OF THE SITE 3 TESTS AND INSPECTIONS SHALL BE IN ACCORDANCE WITH CODE REQUIREMENTS 4 CONTRACTOR S CONVENIENCE TESTING INSPECTION AND TESTING PERFORMED E;CLUSIVELY FOR THE CONTRACTOR S CONVENIENCE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 015000 TEMPORARY FACILITIES AND CONTROLS A TEMPORARY UTILITIES PROVIDE TEMPORARY UTILITIES SERVICES AND CONSTRUCTION AS REQUIRED TO PERFORM THE WORKCOORDINATE ALL TEMPORARY FACILITIES AND CONTROLS WITH THE OWNER LANDLORDS ON-SITE REPRESENTATIVE 1 ELECTRICITY CONNECT TO E;ISTING SERVICE OWNER WILL PAY COSTS OF ENERGY USED TAKE MEASURES TO CONSERVE ENERGY 2 LIGHTING PERMANENT LIGHTING MAY BE USED DURING CONSTRUCTION PROVIDE ADDITIONAL TEMPORARY LIGHTING AS REQUIRED MAINTAIN LIGHTING AND MAKE ROUTINE REPAIRS E;CEPT AS OTHERWISE SPECIFIED PROVIDE ARTIFICIAL LIGHTING FOR ALL AREAS OF WORK WHEN NATURAL LIGHT IS NOT ADEQUITE FOR WORK 3 HEATING AND VENTILATION PERMANENT SYSTEM MAY BE USED THE OWNER WILL PAY FOR THE COST OF ENERGY USED MAINTAIN SYSTEM DURING OPERATION 4 TELEPHONE PERMANENT SYSTEM MAY BE USED 5 WATER UTILI=E E;ISTING FACILITIES OWNER WILL PAY FOR WATER USED B CONTROLS 1 DUST CONTROL PROVIDE POSITIVE METHODS AND APPLY DUST CONTROL MATERIALS TO MINIMI=E RAISING DUST FROM CONSTRUCTION OPERATIONS AND PROVIDE POSITIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO THE ATMOSPHERE 2 WATER CONTROL COMPLY WITH APPLICABLE -URISDICTIONAL REQUIREMENTS REGARDING WATER USAGE CONSERVATION DETENTION POLLUTION AND PERMITS C MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO SITE AND WITHIN SITE TO PROVIDE UNINTERRUPTED ACCESS 1 TO TEMPORARY CONSTRUCTION FACILITIES STORAGE AND WORK AREAS 2 FOR USE BY PERSONS AND EQUIPMENT INVOLVED IN CONSTRUCTION OF PRO-ECT 3 FOR USE BY EMERGENCY VEHICLES 4 TO MINIMI=E IMPACT ON AD-ACENT OPERATIONS D FIRE SAFETY COMPLY WITH APPLICABLE PROVISIONS OF UFC ARTICLE 87 FOR FIRE SAFETY DURING DEMOLITION AND CONSTRUCTION OPERATIONS E TEMPORARY CONSTRUCTION 1 OBTAIN APPROVAL FROM OWNER FOR ALL MODIFICATIONS TO E;ISTING SYSTEMS OR FACILITIES NOT INDICATED 2 REMOVE TEMPORARY SYSTEMS OR FACILITIES WHEN USE IS NO LONGER REQUIRED CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF TEMPORARY SYSTEMS OR FACILITIES F CONSTRUCTION CLEANING 1 CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH DAILY DISPOSE OF OFF-SITE 2 MAINTAIN AREAS FREE OF DUST AND OTHER CONTAMINANTS DURING FINISHING OPERATIONS 016000 PRODUCT REQUIREMENTS A DELIVERY STORAGE AND HANDLING 1 TRANSPORT AND HANDLE PRODUCTS BY METHODS TO AVOID PRODUCT DAMAGE 2 MANUFACTURED PRODUCTS SHALL REMAIN IN MANUFACTURER S CONTAINERS OR PACKAGING UNTIL READY FOR INSTALLATION 3 UNLESS SPECIFIED OTHERWISE STORE MANUFACTURED PRODUCTS IN ACCORDANCE WITH MANUFACTURER S INSTRUCTIONS B PRODUCT OPTIONS AND SUBSTITUTIONS 1 FURNISH PRODUCTS SPECIFIED E;CEPT WHERE OR APPROVED IS USED SUBSTITUTE PRODUCTS MAY BE SUBMITTED TO THE ARCHITECT FOR APPROVAL 2 SUBSTITUTIONS WILL BE CONSIDERED ONLY FOR THE FOLLOWING REASONS D A PRODUCT BECOMES UNAVAILABLE DUE TO NO FAULT OF THE CONTRACTOR E SUBSEQUENT INFORMATION OR CHANGES INDICATE THAT THE SPECIFIED PRODUCT WILL NOT PERFORM AS INTENDED F A SUBSTITUTE PRODUCT WILL BE IN THE OWNER S BEST INTEREST OR PROVIDE A COST SAVINGS TO THE OWNER 3 A SUBSTITUTION REQUEST CONSTITUTES A REPRESENTATION THAT CONTRACTOR D HAS INVESTIGATED PROPOSED PRODUCT AND HAS DETERMINED THAT IT MEETS OR E;CEEDS IN ALL RESPECTSTHE SPECIFIED PRODUCT E SHALL PROVIDE THE SAME WARRANTY FOR SUBSTITUTION AS FOR SPECIFIED PRODUCT F WILL COORDINATE INSTALLATION AND MAKE OTHER CHANGES WHICH MAY BE REQUIRED FOR WORK TO BE COMPLETE IN ALL RESPECTS G WAIVES CLAIMS FOR ADDITIONAL COSTS WHICH MAY SUBSEQUENTLY BECOME APPARENT H AGREES TO PAY ALL COSTS OF REDESIGN RELATED TO THE SUBSTITUTION 4 SUBSTITUTION REQUESTS SHALL BE SUBMITTED ONLY THROUGH THE GENERAL CONTRACTOR 5 DOCUMENTATION D DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION WITH CONTRACT DOCUMENTS E REQUESTS FOR SUBSTITUTION SHALL BE MADE ON SUBSTITUTION REQUEST FORM FOUND AT THE END OF THESE SPECIFICATIONS F LIMIT EACH REQUEST TO ONE PROPOSED PRODUCT OR SYSTEM 6 SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN THEY ARE INDICATED OR IMPLIED ON SHOP DRAWINGS OR PRODUCT DATA SUBMITTALS 7 ARCHITECT WILL DETERMINE ACCEPTABILITY OF PROPOSED SUBSTITUTION AND WILL NOTIFY CONTRACTOR OF ACCEPTANCE OR RE-ECTION WITHIN A REASONABLE TIME 017329 PATCHING AND REPAIR A REPAIR E;ISTING SURFACES AND CONSTRUCTION AS NECESSARY TO MAKE WORK COMPLETE WITH ALL COMPONENTS MATCHING AND CONSISTENT B PROVIDE A SMOOTH EVEN AND INVISIBLE TRANSITION TO NEW CONSTRUCTION WHEN FINISHED SURFACES ARE CUT SO THAT AN INVISIBLE TRANSITION WITH NEW WORK IS NOT POSSIBLE TERMINATE E;ISTING SURFACE ALONG THE NEAREST BREAK LINE -OINT OR CORNER C PATCHING OF CONCRETE SLABS ON GRADE 1 ENSURE THAT BELOW GRADE CONSTRUCTION IS COMPLETE IN THE SLAB AREA TO BE PATCHED REPLACE E;ISTING SUBGRADE MATERIALS TO MATCH E;ISTING REPLACE AND MAKE CONTINUOUS VAPOR BARRIERS AND OTHER SIMILAR CONSTRUCTION DISTURBED OR DAMAGED DURING DEMOLITION OR CONSTRUCTION OPERATIONS RECOMPACT E;ISTING SUBGRADE TO 95 PERCENT OF MA;IMUM DRY DENSITY AS DETERMINED BY ASTM D1557 PATCH SLAB WITH CONCRETE HAVING A MINIMUM 28 DAY STRENGTH OF 3000 PSI UNLESS A GREATER STRENGTH REQUIREMENT IS INDICATED FINISH CONCRETE TO MATCH AD-ACENT SURFACES MA-OR PATCHING PROCEDURES SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING 017700 CLOSEOUT PROCEDURES A FINAL CLEANING 1 THOROUGHLY CLEAN ALL SURFACES PRIOR TO FINAL ACCEPTANCE 2 REMOVE WASTE AND SURPLUS MATERIALS RUBBISH AND CONSTRUCTION FACILITIES FROM THE SITE B PRO-ECT RECORD DOCUMENTS 1 MAINTAIN A COMPLETE SET OF RECORD DRAWINGS THAT CLEARLY AND NEATLY INDICATE E;ACT INSTALLED LOCATIONS OF ITEMS THAT WILL BE CONCEALED IN THE WORK SUCH AS CONDUIT PIPING DUCTS REINFORCING MECHANICAL AND ELECTRICAL EQUIPMENT AND SIMILAR ITEMS SHOW ALL CHANGES FROM THE CONTRACT DOCUMENTS AND ALL UNCOVERED E;ISTING CONDITIONS THAT WILL BE SUBSEQUENTLY CONCEALED 2 RECORD DRAWINGS SHALL BE USED FOR NO OTHER PURPOSE AND SHALL BE STORED SEPARATELY FROM THOSE USED FOR CONSTRUCTION 3 DOCUMENTS SHALL BE IN SAME FORMAT AS THE CONSTRUCTION DOCUMENTS 4 KEEP DOCUMENTS CURRENT DO NOT PERMANENTLY CONCEAL ANY WORK UNTIL REQUIRED INFORMATION HAS BEEN RECORDED 5 AT CONTRACT CLOSEOUT SUBMIT DOCUMENTS WITH TRANSMITTAL LETTER CONTAINING DATE PRO-ECT TITLE CONTRACTOR S NAME AND ADDRESS LIST OF DOCUMENTS AND SIGNATURE OF CONTRACTOR C SUBMITTALS IN ADDITION TO SUBMITTALS REQUIRED BY THE CONDITIONS OF THE CONTRACT AND SUBMITTALS REQUIRED BY SECTION 013300 FURNISH SUBMITTALS REQUIRED BY GOVERNING AUTHORITIES AND SUBMIT A FINAL STATEMENT OF ACCOUNTING GIVING TOTAL AD-USTED CONTRACT SUM PREVIOUS PAYMENTS AND SUM REMAINING DUE D OPERATION AND MAINTENANCE DATA 1 SUBMIT COMPLETE DATA FOR EACH PIECE OF EQUIPMENT AND COMPONENT USED IN THE WORK 2 SUBMIT OPERATION AND MAINTENANCE DATA FOR MECHANICAL AND ELECTRICAL SYSTEMS 3 ARRANGE IN A BINDER WITH A SECTION FOR EACH SYSTEM E WARRANTIES GUARANTEES AND BONDS 1 SUBMIT ALL MANUFACTURER WARRANTIES 2 FURNISH WRITTEN GUARANTEE FROM EACH SUBCONTRACTOR PERFORMING WORK COVERED BY THE ADDITIONAL GUARANTEE REQUIREMENTS SPECIFIED IN THE TECHNICAL SECTIONS UNLESS SPECIFIED OR APPROVED OTHERWISE THE GUARANTEE SHALL COMMENCE ON THE DATE OF SUBSTANTIAL COMPLETION 3 EACH GUARANTEE SHALL BE SIGNED AND SHALL STATE THAT THE WORK UNDER GUARANTEE WAS INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THAT THE WORK WILL BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIAL FOR THE PERIOD OF TIME SPECIFIED AND THAT ALL DEFECTS WILL BE PROMPTLY REPAIRED WITHOUT ADDITIONAL COST TO THE OWNER F SPARE PARTS AND MAINTENANCE MANUALS FURNISH PRODUCTS SPARE PARTS AND MAINTENANCE MATERIALS IN QUANTITIES SPECIFIED IN EACH SECTION IN ADDITION TO THAT USED FOR CONSTRUCTION OF WORK COORDINATE WITH OWNER DELIVER TO PRO-ECT SITE AND OBTAIN RECEIPT PRIOR TO FINAL PAYMENT 024119 SELECTIVE DEMOLITION A DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE THE WORK WHERE DEMOLITION E;CEEDS THAT INDICATED VERIFY SUCH DEMOLITION WITH THE ARCHITECT PRIOR TO PROCEEDING DEMOLITION WORK SHALL BE COORDINATED WITH THE LANDLORDS ON-SITE REPRESENTATIVE B PROTECT E;ISTING STRUCTURAL MEMBERS CONTACT THE ARCHITECT PRIOR TO MODIFYING STRUCTURAL MEMBERS BEYOND THE E;TENT INDICATED CEASE OPERATIONS AND NOTIFY THE ARCHITECT IMMEDIATELY IF CONTINUED DEMOLITION OPERATIONS MIGHT ENDANGER THE E;ISTING STRUCTURE C DURING DEMOLITION OPERATIONS NOTIFY THE ARCHITECT OF ALL CONDITIONS THAT DIFFER SUBSTANTIALLY FROM THOSE INDICATED SPECIFIED OR E;PECTED NOTIFY THE ARCHITECT IF PREVIOUSLY UNKNOWN OPERATIONAL OR POTENTIALLY OPERATIONAL ELEMENTS ARE UNCOVERED DURING DEMOLITION OPERATIONS PERFORM NO DEMOLITION IN SUCH AREAS UNLESS APPROVED BY THE ARCHITECT D PROVIDE TEMPORARY SHORING AS REQUIRED TO SUPPORT E;ISTING CONSTRUCTION AGAINST MOVEMENT OR OVERLOAD DURING DEMOLITION OPERATIONS UNTIL PERMANENT SUPPORTS ARE IN PLACE E E;CEPT WHERE NOTED OR SPECIFIED OTHERWISE TAKE POSSESSION OF MATERIALS BEING DEMOLISHED AND IMMEDIATELY REMOVE FROM SITE DO NOT OVERLOAD E;ISTING CONSTRUCTION TO REMAIN WITH DEMOLISHED MATERIALS F CAREFULLY REMOVE PROTECT AND TURN OVER AS DIRECTED MATERIALS AND COMPONENTS CLAIMED BY THE OWNER FOR SALVAGE PRIOR TO DEMOLITION CONTACT THE OWNER TO DETERMINE WHICH ITEMS WILL BE CLAIMED G WHERE CUT EDGES OF THE E;ISTING CONSTRUCTION WILL BE VISIBLE IN THE COMPLETED WORK CUT IN UNIFORM STRAIGHT LINES CONCRETE AND MASONRY SHALL BE SAW CUT OR CORE DRILLED H CAREFULLY REMOVE PROTECT AND TURN OVER AS DIRECTED MATERIALS AND COMPONENTS CLAIMED BY THE OWNER FOR SALVAGE PRIOR TO DEMOLITION CONTACT THE OWNER TO DETERMINE WHICH ITEMS WILL BE CLAIMED I WHERE CUT EDGES OF THE E;ISTING CONSTRUCTION WILL BE VISIBLE IN THE COMPLETED WORK CUT IN UNIFORM STRAIGHT LINES CONCRETE AND MASONRY SHALL BE SAW CUT OR CORE DRILLED - REPAIR ALL DEMOLITION PERFORMED IN E;CESS OF THAT REQUIRED AT NO ADDITIONAL COST TO THE OWNER K UTILITY LINE DEMOLITION 1 VERIFY LOCATIONS OF E;ISTING UTILITIES PRIOR TO DEMOLITION COORDINATE ANY REQUIRED UTILITY SERVICE INTERRUPTIONS WITH THE LANDLORDS ON-SITE REPRESENTATIVE 2 ABANDONED UNDERSLAB CONDUIT SHALL BE CUT OFF BELOW THE FINISHED SURFACE LINE AND ALL CONDUCTORS SHALL BE REMOVED PATCH AND FILL THE OPENING FLUSH WITH THE FINISH 3 ABANDONED ELECTRICAL CONDUCTORS SHALL BE REMOVED BACK TO THE BRANCH CIRCUIT PANEL UNLESS INDICATED OTHERWISE ABANDONED CONDUIT WHICH IS E;POSED AND READILY ACCESSIBLE SHALL BE REMOVED LEAVE ABANDONED CONDUIT WHICH IS CONCEALED IN E;ISTING CONSTRUCTION TO REMAIN 4 ABANDONED UNDERSLAB PIPING SHALL BE REMOVED AND CUT OFF FLUSH WITH THE FLOOR LINE PATCH FLUSH WITH THE FLOOR 5 ABANDONED PIPING WHICH IS E;POSED AND READILY ACCESSIBLE SHALL BE REMOVED LEAVE ABANDONED PIPING WHICH IS CONCEALED IN E;ISTING CONSTRUCTION TO REMAIN CAP ALL E;POSED ENDS 6 INDICATE LOCATION OF DISCONNECTED UTILITIES ON THE PRO-ECT RECORD DRAWINGS AS SPECIFIED IN SECTION 017700 L LEAVE SITE IN A CONDITION ACCEPTABLE TO THE OWNER AT ALL TIMES REMOVE DEMOLISHED MATERIALS FROM SITE DAILY AS WORK PROGRESSES DO NOT OVERLOAD E;ISTING STRUCTURE WITH DEMOLISHED MATERIALS M REMOVAL OF E;ISTING BONDED FLOOR FINISHES 1 SCRAPE GRIND AND OTHERWISE REMOVE E;ISTING FLOOR FINISH AND BONDING MATERIALS AS NECESSARY TO RECEIVE NEW FLOOR FINISHES 2 PREPARED SURFACE SHALL PRESENT A UNIFORM FLAT SURFACE READY TO RECEIVE THE NEW FLOOR FINISHES FREE OF TELEGRAPHING AND OTHER SURFACE IRREGULARITIES 3 NEW FLOOR FINISHES SHALL NOT BE INSTALLED OVER E;ISTING FLOOR FINISH MATERIALS UNLESS APPROVED OTHERWISE DIVISION 0 – CONDITIONS IF THE CONTRACT DIVISION 1 – GENERAL REQUIREMENTS A TKH WLOOLDPV-SRQRPD IQF MDVWHU CRQWUDFWRU AJUHHPHQW EDVHG RQ PD\PHQW E\ SWLSXODWHG SXP VKDOO JRYHUQ WKH ZRUN CRSLHV DUH DYDLODEOH IURP WKH OZQHU XSRQ UHTXHVW 011000 SUMMARY A UVH RI PUHPLVHV 1 UQOHVV QRWHG RWKHUZLVH CRQWUDFWRU VKDOO KDYH IUHH DQG FRPSOHWH XVH RI WKH VLWH 2 LLPLW QRLVH SURGXFLQJ ZRUN WR WKH KRXUV EHWZHHQ 7 AM DQG 7 PM MRQGD\ WKURXJK FULGD\ DQG 9 AM DQG 6 PM RQ SDWXUGD\V DQG SXQGD\V XQOHVV RWKHUZLVH DSSURYHG WKH OZQHU DQG LDQGORUGV RQ-VLWH UHSUHVHQWDWLYH CRRSHUDWH ZLWK OZQHU WR PLQLPL]H QRLVH LPSDFWV RQ DGMDFHQW SURSHUWLHV DIVISION 2 - SITEWORKCC O P Y R I G H TG L O B E A T E L I Ê SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE REV#ISSUEPROJECT:2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS KATHRYN CULLEY-RAPATA, AIA PH: 510-459-5136 STATUS: g l o b e a t e l i ê GA25-WSI024 LANDLORD / PERMIT SETSTATION TWELVE3105 SHERIDAN DRIVE, SUITE #678 | BUILDING F1,AMHERST, NY 14226FEASIBILITY SET05-15-2025 PRELIMINARY SET06-19-2025 LL PERMIT SET09-09-2025 A14.01 SPECIFICATIONS STAFF PS GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 CC O P Y R I G H TG L O B E A T E L I Ê SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE REV#ISSUEPROJECT:2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS KATHRYN CULLEY-RAPATA, AIA PH: 510-459-5136 STATUS: g l o b e a t e l i ê GA25-WSI024 LANDLORD / PERMIT SETSTATION TWELVE3105 SHERIDAN DRIVE, SUITE #678 | BUILDING F1,AMHERST, NY 14226FEASIBILITY SET05-15-2025 PRELIMINARY SET06-19-2025 LL / PERMIT SET09-09-2025 A14.02 SPECIFICATIONS STAFF PS 4,000 PSI 5.5 SACK. DO NOT REDUCE CONCRETE BELOW 5.5 SACK EVEN IF ADDING FLY ASH 34" ROCK SAND CEMENT FLY ASH: NOT TO EXCEED 20%. DO NOT REDUCE CONCRETE BELOW 5.5 SACK EVEN IF ADDING FLY ASH MRA: 26 OZ. SLUMP:5”H MINIMUM, NOT TO EXCEED 6”H REINFORCEMENT: #4 REBAR MAT 18” X 18” MINIMUM. AIR ENTRAINMENT: NONE FINISH:NO MACHINES. PROVIDE ADEQUATE, EXPERIENCED FINISHERS FOR AN ALL HAND FINISH, HARD TROWEL FINISH. FINISHERS TO USE KNEE BOARDS-NOT SLIDERS. AFTER BULL FLOATING, THE NEXT 2 PASSES CAN BE TRADITIONAL TROWELING. SUBSEQUENT PASSES TO BE HARD SWEEPING FANS IN A RANDOM OVERLAPPING PATTERN, WORKING IN EVERY DIRECTION. MINIMUM OF 5 PASSES. APPLY ENOUGH PRESSURE TO GET A LOUD RINGING SOUND OUT OF THE TROWELS. NO TOP WATER TO BE APPLIED UNDER ANY CIRCUMSTANCES AT ANY STEP IN THE PROCESS. CONTROL JOINTS TO BE HAND CUT PER ARCHITECT’FS LAYOUT. NO PICTURE FRAME TO BE EVIDENT. TOOLS TO BE 1/2”H GROOVERS WITH 1/4”H RADIUS. EDGE TOOL RADIUS TO MATCH GROOVERS RADIUS. STRAIGHT EDGES ARE TO BE METAL. ALL FINISHERS TO HAVE THE SAME BRAND TOOLS FOR CONSISTENCY. HAVE 5 GALLONS OF MASTERKURE ER50 ON HAND FOR LUBRICATION AT FINISHING ALONG WITH ALL NEW SPRAYERS. ONLY A VERY FINE MIST IS TO BE APPLIED. MIX 1 PART MASTERKURE TO 5 PARTS WATER. CURING:CONCRETE TO BE EXPOSED FOR A MINIMUM OF 2 DAYS WITH NO TRAFFIC. PROTECTION: .14" MASONITE TEMPERED BOTH SIDES. NO TAPE SEALING: CONCRETE TO BE WET MOPPED WITH WATER ONLY UNTIL CLEAN. ALLOW TO DRY 2 HOURS AFTER CLEANING. APPLY 3 COATS OF JONCRETE MATTE SEALER PER MANUFACTURER’FS INSTRUCTIONS. MOP OR LAMB’FS WOOL PAD APPLICATION GENERAL NOTES: THE DESIGN INTENT FOR A WILLIAMS SONOMA FINISH IS TO HAVE A BRINDLE OR VARIEGATED APPEARANCE OF VENETIAN PLASTER. TO ACHIEVE THIS FINISH IT MUST BE APPROACHED AS AN ARCHITECTURAL MIX DESIGN SIMILAR TO A DECORATIVE CONCRETE COUNTER TOP. THE APPROVED CONCRETE CONTRACTOR MUST HAVE EXPERIENCE WITH ARCHITECTURAL CONCRETE AND SUPER FLAT FLOORING WITH AT LEAST ONE WORKING SUPERVISOR WHO IS ACI CERTIFIED AS A FLATWORK TECHNICIAN.THE MIX DESIGN MUST HAVE SPECIFIC TOLERANCE AND THE BATCH PLANT MUST BE INFORMED THAT THE INTENDED USE IS FOR ARCHITECTURAL CONCRETE OVERLAY THAT IS SUPER FLAT AND TO BE “GHAND BURNED”H 5 TO 8 TIMES OVER SEVERAL HOURS. SUFFICIENT MAN POWER MUST BE PROVIDED AHEAD OF THE POUR TO PREP THE SLAB, CUSTOM CUT EXPANSION MATERIAL TO CUSTOM GRADES SET BY LASER. AREAS TO RECEIVE WOOD FLOORING MUST BE PREPPED AND BLANKED OUT PRIOR TO THE FINAL POUR. CHECK LOCAL CODE REQUIREMENTS AND MALL REGULATIONS , MOST REQUIRE ALL FLOOR BLOCKING MATERIAL NOT FINISHED FLOOR BE FIRE RATED DIMENSIONAL LUMBER AND PLYWOOD. ALL ELECTRICAL CONDUITS MUST BE TRENCHED INTO THE SUB FLOOR SO THAT THE DECORATIVE TOPPING SLAB IS SLIPPING ON A FLAT PLANE. ANY EXPOSED CONDUITS WILL CRACK THE TOPPING SLAB AND READ THROUGH. ALL FLOOR BOXES MUST BE PRESET AND TO GRADE. FLOOR BOXES TO BE INSTALLED SQUARE TO CONTROL LINES. ALL TRADES MUST BE OUT OF THE SPACE DURING CONCRETE PLACEMENT AND PROTECTION. A TYPICAL 7,500 SQFT SALES FLOOR TAKES 3 DAYS TO POUR AND FINISH BY A 10 MAN CREW. ALL HANDS WILL BE FLOATING, FINISHING, TOOLING , JOINTING , AND BURNING THE FINISH FOR AT LEAST AN 8 HOUR DAY. NO AIR ENTRAINMENT ADMIXTURES, PLASTICIZERS , OR ACCELERATORS MAY BE USED AS IT WILL ADVERSELY AFFECT THE FINAL FINISH. THE INTENT IS TO DENSIFY THE SURFACE TOO BURNISH IN A VARIEGATED COLOR THAT APPEARS 3 DIMENSIONAL. WHILE CUTTING AND TOOLING JOINTS USE OF DIMENSIONAL LUMBER IS EXPRESSLY FORBIDDEN, AN ALUMINUM BOX BEAM MUST BE USED AND JOINTS NEED TO TOOLED WITH A 1/2”H JOINER THE 1/4" RADIUS. TO CONTROL PLASTIC SHRINKAGE CRACKS ALL REENTRANT CORNERS ARE TO RECEIVE A PAIR OF 24 LONG #4 REBAR PLACED DIAGONALLY TO THE INSIDE CORNER ,WIRED TO REBAR MATT. IT IS RECOMMENDED THAT PRIOR TO THE POUR ALL JOINTS ARE CLEARLY MARKED ON ADJOINING VERTICAL SURFACES. NO FOOD OR BEVERAGES ARE ALLOWED ON THE SALES FLOOR AFTER THE POUR. NO LIFTS OR HEAVY WHEELED CARTS ON THE FINISHED FLOOR. LADDERS AND ROLLING SCAFFOLDING OR BAKERS SCAFFOLDING. WHEN FIXTURING , FIXTURES NEED TO BE BROUGHT IN CAREFULLY ON PNEUMATIC TIRES. A. CONCRETE MATERIALS: 1. PORTLAND CEMENT: ASTM C 150, LOW ALKALI 2. FLY ASH: ASTM C 618, TYPE C OR F. LIMIT USE OF FLY ASH IN CONCRETE MIX DESIGN NOT TO EXCEED 25% OF CEMENT CONTENT BY WEIGHT. 3. AGGREGATES: ASTM C33, EXCEPT LOCAL AGGREGATES OF PROVEN DURABILITY MAY BE USED WHEN ACCEPTABLE TO THE ARCHITECT. 4. WATER: POTABLE 5. AIR-ENTRAINING ADMIXTURE: ASTM C 260 6. WATER-REDUCING ADMIXTURE: ASTM C 494, TYPE AS REQUIRED TO SUIT PROJECT CONDITIONS. ONLY USE ADMIXTURES WHICH HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS, UNLESS OTHERWISE ACCEPTABLE. 7. REINFORCEMENT MESH: ASTM A-185 B. RELATED MATERIALS: 1. WATERSTOPS: FLAT DUMBBELL OR CENTERBULB TYPE, SIZE TO SUIT JOINTS OR EITHER RUBBER (CRD C 513 OR PVC (CRD C572) 2. MOISTURE BARRIER: CLEAR 8 MILS THICK POLYETHYLENE: POLYETHYLENE-COATED BARRIER PAPER: 1/8”H THICK ASPHALT CORE MEMBRANE SHEET. 3. MEMBRANE-FORMING CURING COMPOUND: ASTM C 309, TYPE 1, CLASS A. 4. JOINT FILLERS: SEE DIVISION 7 C. FORM MATERIALS: 1. PROVIDE FORM MATERIALS WITH SUFFICIENT STABILITY TO WITHSTAND THE PRESSURE OF PLACED CONCRETE WITHOUT BOW OR DEFLECTION. D. EXPOSED CONCRETE SURFACES: SUITABLE MATERIAL TO SUIT PROJECT CONDITIONS. E. REINFORCING MATERIALS: 1. DEFORMED REINFORCING BARS: ASTM A 615, GRADE 60, UNLESS OTHERWISE INDICATED. 2. WELDED WIRE FABRIC: ASTM A 185 F. FORMING AND PLACING CONCRETE: 1. JOB-SITE MIXING: USE DRUM TYPE BATCH MACHINE MIXER, MIXING NOT LESS THAN 1 _ MINUTES FOR ONE (1) CUBIC YARD OR SMALLER CAPACITY. INCREASE MIXING TIME AT LEAST 15 SECONDS FOR EACH ADDITIONAL CUBIC YARD OR FRACTION THEREOF. 2. READY-MIX CONCRETE: ASTM C 94. G. FORMWORK: 1. CONSTRUCT SO THAT CONCRETE MEMBERS AND STRUCTURES ARE OF CORRECT SIZE, SHAPE, ALIGNMENT, ELEVATION AND POSITION. PROVIDE OPENINGS IN FORMWORK TO ACCOMMODATE WORK OF OTHER TRADES. CLEAN AND ADJUST FORMS PRIOR TO CONCRETE PLACEMENT. APPLY FORM RELEASE AGENTS OR WET FORMS, AS REQUIRED. RE-TIGHTEN FORMS DURING CONCRETE PLACEMENT IF REQUIRED TO ELIMINATE MORTAT LEAKS. H. JOINTS: 1. PROVIDE CONSTRUCTION, ISOLATION AND CONTROL JOINTS AS INDICATED OR REQUIRED. LOCATE CONSTRUCTION JOINTS SO AS TO NOT IMPAIR THE STRENGTH AND APPEARANCE OF THE STRUCTURE. PLACE ISOLATION AND CONTROL JOINTS IN SLABS-ON-GRADE TO STABILIZE DIFFERENTIAL SETTLEMENT AND RANDOM CRACKING. I. INSTALLATION OF EMBEDDED ITEMS: 1. SET AND BUILD INTO WORK ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR OTHER WORKTHAT IS ATTACHED TO, OR SUPPORTED BY, CAST-IN-PLACE CONCRETE. USE SETTING DIAGRAMS, TEMPLATES AND OTHER INSTRUCTIONS PROVIDED BY OTHERS FOR LOCATING AND SETTING. J. CONCRETE PLACEMENT: 1. COMPLY WITH ACI, PLACING CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT BEGIN PLACEMENT UNTIL WORK OF OTHER TRADES AFFECTING CONCRETE IS COMPLETED.CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING EQUIPMENT WITH HAND RODDING AND TAMPING SO THAT CONCRETE IS WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO FORMS. PROTECT CONCRETE FROM PHYSICAL DAMAGE OR REDUCED STRENGTH DUE TO WEATHER EXTREEMS DURING MIXING, PLACEMENT AND CURING. IN COLD WEATHER COMPLY WITH ACI 306 1. DUE NOT EXPOSE TOPPING SLAB TO DIRECT EXCESSIVE PORTABLE HEATERS AS IT WILL CURL AND CRACK THE TOPPING SLAB FROM RAPID UNEVEN DRYING. DO NOT ALLOW THE CONRETE TOPPING TO BE EXPOSED TO FROST OR FREEZE DURING PLACEMENT OR CURRING. IN HOT WEATHER COMPLY WITH ACI 305 1. IN EXTREME HEAT ICE MAY NEED TO BE USED IN LIEU OF WATER TO CONTROL SETTING TIMES AND ALLOW FOR ENOUGH OPEN TIME TO SUFFICIENTLY TROWEL THE “GPOTTERY BARN FINISH”H K. BONDING: 1. BOND ALL NEW WORK TO OLD BY THOROUGHLY CLEANING OLD WORK AND APPLYING AN APPROVED CONCRETE GLUE EVENLY TO THE INTERFACING SURFACE JUST PRIOR TO POURING THE NEW WORK. L. CONCRETE FINISHES: FINISH FLOOR SHALL BE LEVEL AND FLAT WITHIN 1/8”H IN 10’F-0”H. M. EXPOSED-TO-VIEW-SURFACES: PROVIDE A SMOOTH FINISH FOR EXPOSED CONCRETE SURFACES AND SURFACES THAT ARE TO BE COVERED WITH A COATING OR COVERING MATERIAL APPLIED DIRECTLY TO CONCRETE. REMOVE FINS AND PROJECTIIONS, PATCH DEFECTIVE AREA AND RUB SMOOTH. N. SLAB TROWEL FINISH: 1. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES THAT ARE EXPOSED-TO-VIEW OR ARE TO BE COVERED WITH RESILIENT FLOORING, PAINT OR OTHER THIN FILM COATING. CONSOLIDATE CONCRETE SURFACES BY FINISH TROWELING, FREE OF TROWEL MARKS, UNIFORM IN TEXTURE AND APPEARANCE. O. CURING: 1. BEGIN INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM EXPOSED SURFACES. WHERE POSSIBLE, KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 72 HOURS. CONTINUE CURING BY USE OF MOISTURE-RETAINING COVER OR MEMBRANE-FORMING CURING COMPOUND. CURE FORMED SURFACES BY MOIST CURING UNTIL FORMS ARE REMOVED.PROVIDE PROTECTIONS, AS REQUIRED, TO PREVENT DAMAGE TO EXPOSED CONCRETE SURFACES. 03320 CONCRETE FLOORING TOPPING A. GENERAL: RETAIL DECORATIVE CONCRETE OVERLAY IS PER “G THE PORTLAND CEMENTS ASSOCIATIONS 1996 GUIDELINES FOR RESURFACING CONCRETE FLOORS”. 1. COMPLY WITH REQUIREMENTS OF SECTION “GCONCRETE”H AND AS HEREIN SPECIFIED. FURNISH DATE, SAMPLES, AND MATERIALS CERTIFICATES AS SPECIFIED IN SECTION “G03310 CONCRETE”. PROVIDE COLOR SAMPLES FOR APPROVAL BY ARCHITECT. B. MOCKUPS: PLACE CONCRETE FLOOR TOPPING MOCKUPS TO DEMONSTRATE TYPICAL JOINTS, SURFACE FINISH, BONDING, TEXTURE, TOLERANCES, AND STANDARD OF WORKMANSHIP. 1. BUILD MOCKUPS APPROXIMATELY 100 SQ. FT. (9.3 SQ. M) IN BACK OF HOUSE OR BATHROOM BLOCK OUTS FOR CERAMIC TILE. 2. IF ARCHITECT OR OWNER DETERMINES THAT MOCKUPS DO NOT MEET REQUIREMENTS, THE GC IS TO PROVIDE OTHERS UNTIL MOCKUPS ARE APPROVED. C. PRODUCTS 1. PORTLAND CEMENT: ASTM C 150, TYPE I OR III. 2. COMPRESSIVE STRENGHT (PSI) 3500 3. MAXIMUM WATER /CEMENT RATIO =.50 4. MAXIMUM CEMENT FACTOR ( BAGS) =6 ( 70% HYDRAULIC CEMENT TYPE I / II 30% GRANULATED BLAST FURNACE SLAG 5 . MAXIMUM AGGREGATE SIZE (ASTM C33) = #7 GRADE SIZE 6. FINE AGGREGATE (ASTM C33) NATURAL ROUNDED SAND 7. FINE AGGREGATE FINES MODULUS (ASTM C 33 ) = MINIMUM 2.60 TO MAXIMUM 3.00 8. NO AIR ENTRAINMENT AS IT WILL TEAR DURING FINISHING 9. MINIMUM INITIAL SLUMP 4” MAXIMUM 6”. 10. REINFORCEMENT: ASTM A 185 WELDED STEEL WIRE FABRIC. 6X6X10/10 WELDED WIRE FABRIC. 11. NO ADDITIVE OR ACCELERATOR. ONLY A MID RANGE WATER REDUCER TO CONTROL W/C RATIO EXECUTION D. EXAMINATION: E. READY-MIX TOPPING MAY BE USED WHEN ACCEPTABLE TO ARCHITECT. WHEN ACCEPTABLE, FURNISH READY-MIXED TOPPING COMPLYING WITH REQUIREMENTS OF ASTM C 94. 1. TOPPING APPLIED TO FRESH CONCRETE: DO NOT BEGIN PLACEMENT OF TOPPING UNTIL WATER CEASES TO RISE TO SURFACE, AND WATER AND LAITANCE HAVE BEEN REMOVED FROM BASE SLAB SURFACE. 2. TOPPING APPLIED TO HARDENED CONCRETE: REMOVE DIRT, LOOSE MATERIAL, OIL, GREASE, PAINT, OR OTHER CONTAMINANTS, LEAVING A CLEAN SURFACE. FOR GOOD BONDING, ROUGHEN SURFACE BY CHIPPING OR SCARIFYING BEFORE CLEANING. MECHANICALLY ABRADE BASE SLABS TO PRODUCE A HEAVILY SCARIFIED SURFACE PROFILE WITH AN AMPLITUDE OF _” (6 MM). PRIOR TO PLACING TOPPING MIXTURE, DAMPEN SLAB SURFACE BUT DO NOT LEAVE STANDING WATER. OVER DAMPENED SURFACE, AND IMMEDIATELY BEFORE PLACING TOPPING, BROOM ON A COAT OF THIN NEAT CEMENT GROUT. APPLY NEAT CEMENT GROUT ONLY TO AREAS WHICH WILL RECEIVE TOPPING BEFORE GROUT SETS OR DRIES. IN LIEU OF NEAT CEMENT GROUT, MANUFACTURED BONDING AGENT, INTEGRALLY COLORED TO SHOW EXTENT APPLICATION, MAY BE USED. APPLY BY BRUSH OR SPRAY, AND AT RECOMMENDED RATES, IN ACCORDANCE WITH MANUFACTURER’S DIRECTION. FOR REINFORCED TOPPING, PROVIDE NECESSARY CHAIRS OR SUPPORTS, AND MAINTAIN POSITION OF REINFORCEMENT AS REQUIRED BY ASTM A 185. E. JOINTS: MARK LOCATIONS OF JOINTS IN BASE SLAB SO THAT JOINTS IN TOP COURSE WILL BE PLACED DIRECTLY OVER THEM.PLACING AND COMPACTING: SPREAD TOPPING MIXTURE EVENLY OVER PREPARED BASE, BRING TO REQUIRED LEVEL WITH STRAIGHT-EDGE AND STRIKE-OFF. AFTER PLACEMENT, DO NOT WORK SURFACE FURTHER UNTIL READY FOR FLOATING. BEGIN FLOATING WHEN SURFACE WATER HAS DISAPPEARED, OR WHEN CONCRETE HAS STIFFENED SUFFICIENTLY TO PERMIT HAND FLOATING. F. CHECK AND LEVEL SURFACE PLAN TO TOLERANCE NOT EXCEEDING 5/16”H IN 10’F WHEN TESTED WITH A 10’F STRAIGHT-EDGE. CUT DOWN HIGH AREAS AND FILL LOW AREAS. UNIFORMLY SLOPE SURFACES TO DRAINS. IMMEDIATELY AFTER LEVELING, RE-FLOAT SURFACE TO UNIFORM, SMOOTH FINISH. G. WHEN JOINTS ARE REQUIRED, CONSTRUCT TO MATCH AND COINCIDE WITH JOINTS IN BASE SLAB. PROVIDE OTHER JOINTS AS SHOWN ON OVERLAY FLOOR PLAN. H. TROWEL FINISH: AFTER FLOATING, BEGIN TROWEL FINISH OPERATION USING POWER DRIVEN TROWELS. CONTINUE TROWELLING UNTIL SURFACE IS READY TO RECEIVE FINAL TROWELLING. BEGIN FINAL HAND-TROWELLING WHEN A RINGING SOUND IS PRODUCED AS TROWEL IS MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE BY FINAL HAND-TROWELLING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN TEXTURE AND APPEARANCE, WITH A SURFACE PLANE TOLERANCE NOT EXCEEDING 1/8” IN 10’ STRAIGHT-EDGE. SEALING: HYDROZO ENVIROSEAL 40 BY OTHERS. 1. ALLOW NEW CONCRETE TO CURE FOR 30 DAYS PRIOR TO APPLICATION. CURE AND PROTECT TOPPING APPLICATIONS AND FINISHES AS SPECIFIED IN SECTION “G03310 CONCRETE”.AREAS OF CONCRETE OVERLAY ARE TO BE UNBONDED ON A SLIP SHEET. AREAS UNDER 3 INCHES ARE TO BE BONDED TO THE SUBSTRATE USING A CEMENT SLURRY OF PORTLAND CEMENT AND ACRYL 60. APPLY AT A BATTER THICKNESS TO CLEAN MOIST SUBSTRATE . PLACE CONCRETE WHILE BONDING AGENT IS STILL WET. PRE THE PORTLAND CEMENTS ASSOCIATION 1996 GUIDELINES FOR CONCRETE OVERLAYS. 03547 CEMENTITIOUS UNDERLAYMENT A. SECTION INCLUDES: 1. LEVELING OF EXISTING CAST-IN-PLACE CONCRETE SLABS. 2. RAMPS AND TAPERS AS NECESSARY TO CORRECT LEVELS BETWEEN DISSIMILAR FINISHES. B. MATERIALS: 1. FAST-SETTING SELF LEVELING UNDERLAYMENT SYSTEM: SELF-LEVELING, POURABLE, CEMENT BASED MATERIAL, MINIMUM 28 DAY COMPRESSIVE STRENGTH 4,500 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C109; MINIMUM BOND STRENGTH 200 PSI; ONE OF THE FOLLOWING. A.“ULTRA/PLAN” BY MAPEI CORPORATION. ; 800-42-MAPEI. B.“K-15” SELF-LEVELING UNDERLAYMENT CONCRETE BY ARDEX, L.P.;888-512-7339. C.“LEVEL-RIGHT FS-10” BY MAXXON; 800-356-7887. 2. FAST-SETTING TROWELABLE UNDERLAYMENT SYSTEM: A.“QUICKCEM TOP 102”H BY MAPEI CORPORATION; 800-42-MAPEI. B.“SD-P” FAST-SETTING UNDERLAYMENT. BY ARDEX, L.P.; 888-512-7339. C.“EUCO-SPEED” BY EUCLID CHEMICAL COMPANY; 800-321-7628. 3. ACCESSORIES: FURNISH PRIMERS, PATCHING COMPOUNDS, AND SAND FILLERS AS RECOMMENDED BY THE UNDERLAYMENT MANUFACTURER FOR THE CONDITIONS OF THE PROJECT. C. MIXING: THOROUGHLY MIX UNDERLAYMENT MATERIALS FOR EACH TYPE OF PRODUCT IN PROPER PROPORTIONS TO ACHIEVE SMOOTH HOMOGENEOUS MIX, FREE OF LUMPS. D. WITH THE EXCEPTION OF AREAS WHERE LEVELING CAN BE ACCOMPLISHED BY USE OF LATEX UNDERLAYMENT, AS SPECIFIED IN OTHER SECTIONS, INSTALL CEMENTITIOUS UNDERLAYMENT TO CONCRETE SLABS AS INDICATED ON THE DRAWINGS, AND AS NECESSARY TO LEVEL SLABS OR BRING SUBSTRATES TO PROPER ELEVATION. E. PREPARATION: 1. INSPECT FLOOR TO VERIFY THAT DEMOLITION IS COMPLETE TO THE POINT WHERE WORK MAY PROGRESS. 2. SURVEY FLOOR AS NECESSARY TO SET SCREEDS AND REFERENCE POINTS. IDENTIFY CONSTRUCTION JOINT, CONTROL JOINTS, AND EXPANSION JOINTS. PREPARE FOR UNDERLAYMENT AT ALL LOCATIONS WHERE FLOOR DOES NOT MEET SPECIFIED TOLERANCE REQUIREMENTS. 3. ENSURE THAT SUBFLOOR IS CLEAN, DRY, HARD, SOUND, AND FREE OF OILS, OR OTHER SUBSTANCE WHICH WOULD AFFECT PROPER BONDING AND CURING. ABRADE OR SHOTBLAST AS NECESSARY TO ACHIEVE CLEAN SURFACE. 4. VERIFY THAT ALL AREAS TO BE LEVELED ARE AT OR BELOW FINAL DESIGN ELEVATION. 5. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. F. APPLICATION: 1. INSTALL TROWELABLE UNDERLAYMENT AT LOCATIONS WHERE SLOPES ARE INDICATED AND AT OTHER LOCATIONS AS APPROPRIATE TO INSTALLATION CONDITIONS; INSTALL SELF LEVELING UNDERLAYMENT AT OTHER LOCATIONS AS NECESSARY TO CORRECT SLAB FLATNESS AND LEVELNESS. 2. SET SCREEDS, MARKERS, AND REFERENCE BLOCKS. SET SCREEDS AT ALL CONSTRUCTION AND CONTROL JOINTS TO ESTABLISH WEAKENED PLANE JOINTS IN UNDERLAYMENT. 3. INSTALL PATCHING COMPOUNDS IN ACCORDANCE WITH THE MANUFACTURER’FS RECOMMENDATIONS. WHERE SUBSEQUENT FINISHING OF THE MATERIAL IS REQUIRED, FLOAT TO LEVEL SURFACE. DO NOT TROWEL. 4. APPLY PRIMER TO ALL AREAS TO RECEIVE UNDERLAYMENT; REPEAT APPLICATION IF NECESSARY TO ACHIEVE PROPER BUILD. 5. MIX MATERIALS AND POUR OR PUMP AND SQUEEGEE INTO PLACE TO ACHIEVE APPROPRIATE THICKNESS. 6. FINISH TO A SMOOTH LEVEL SURFACE WITHIN TOLERANCES SPECIFIED FOR CONCRETE FLOORS. 7. CURE IN ACCORDANCE WITH THE MANUFACTURER’FS INSTRUCTIONS. 8. TOLERANCES: A. “VERY FLAT”; LEVEL TO WITH 1/8”H IN 10 FEET. FF 50, FL 30, OVER TEST AREA; FF 25, FL 15, LOCAL MINIMUM B. RAMPS AT TRANSITIONS: 1/4” PER FOOT SLOPE. 044216 MECHANICALLY ANCHORED STONE VENEER A. SECTION INCLUDES: 1. INTERIOR AND EXTERIOR MECHANICALLY- ANCHORED VENEER INSTALLATION OF OWNER-PROVIDED STONE MASONRY. 2. CONTRACTOR DESIGN OF STONE ANCHORAGE SYSTEMS. B. SYSTEM DESCRIPTION: 1. THE SYSTEM CONSISTS OF STONE VENEER, VENEER SUPPORTS AND ANCHORS TO THE CONSTRUCTION INDICATED, AND SEALING SYSTEM FOR JOINTS. THE STONE ANCHORAGE SYSTEM SHALL CONSIST OF A MECHANICAL CONNECTION TO SUPPORTS AND SHALL NOT CONSIST OF AN ADHESION BOND. 2. THE DESIGN OF THE STONE VENEER SYSTEM SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, SUBJECT TO THE SPECIFIED REQUIREMENTS. 3. APPEARANCE: DESIGN STONE VENEER SYSTEM TO CONFORM TO THE GENERAL APPEARANCE AS INDICATED ON THE DRAWINGS, INCLUDING LOCATION OF JOINTS, SHAPES AND DIMENSION POINTS. 4. INTERFACE: THE STONE VENEER SYSTEM SHALL BE DESIGNED FOR SECURE ANCHORAGE WITHOUT MODIFICATIONS TO THE INDICATED BUILDING STRUCTURE, EXCEPT AS APPROVED. ALL MODIFICATION TO THE INDICATED BUILDING STRUCTURE SHALL BE PAID FOR BY THE CONTRACTOR WITHOUT ADDITIONAL COST TO THE OWNER. 5. EXTERIOR SYSTEM STRUCTURAL DESIGN: a. SEISMIC REQUIREMENTS: DESIGN THE ANCHORED MASONRY VENEER SYSTEM TO CONFORM TO THE SEISMIC REQUIREMENTS OF THE LOCALLY ENFORCED BUILDING CODE. ANCHORED MASONRY VENEER LOCATED IN SEISMIC DESIGN CATEGORY C, D, E OR F SHALL CONFORM TO THE REQUIREMENTS OF SECTION 6.2.2.10 OF ACI 530 / ASCE 5 /TMS 402. b. VENEER: DESIGN THE VENEER ATTACHMENT SYSTEMTO CONFORM TO 2003 CBC, CHAPTER 14, SECTION 1405.6, OR AS OTHERWISE REQUIRED BY THE LOCALLY ENFORCED BUILDING CODE. c. DESIGN ALL COMPONENTS TO DEFLECT, PERPENDICULAR TO THE PLANE OF THE WALL, NO MORE THAN L/360 THE SPAN, UNDER DESIGN WIND LOADING. WIND LOADS SHALL BE CALCULATED IN ACCORDANCE WITH SECTION 1609 OF THE CBC, OR AS OTHERWISE REQUIRED BY THE LOCALLY ENFORCED BUILDING CODE. 6. INTERIOR SYSTEM STRUCTURAL DESIGN: a. SEISMIC REQUIREMENTS: DESIGN THE SYSTEM TO CONFORM TO THE SEISMIC REQUIREMENTS OF 2003 CBC, CHAPTER 14, PARAGRAPH 1405.5.2, OR AS OTHERWISE REQUIRED BY THE LOCALLY ENFORCED BUILDING CODE..ANCHORED MASONRY VENEER LOCATED IN SEISMIC DESIGN CATEGORY C, D, E OR F SHALL CONFORM TO THE REQUIREMENTS OF SECTION 6.2.2.10 OF ACI 530 / ASCE 5 / TMS 402. b. VENEER: DESIGN THE VENEER ATTACHMENT SYSTEM TO CONFORM TO 2003 CBC, CHAPTER 14, SECTION 1405.6, OR AS OTHERWISE REQUIRED BY THE LOCALLY ENFORCED BUILDING CODE. 7. DYNAMICS: DESIGN THE SYSTEM TO ACCOMMODATE BUILDING DYNAMICS WITHOUT DAMAGE TO THE STONE VENEER, SEALING SYSTEMS, ANCHORAGES, FASTENING SYSTEMS, OR SURROUNDING CONSTRUCTION. BUILDING DYNAMICS IS DEFINED AS THE SINGULAR AND COMBINED EFFECT OF WIND AND SEISMIC MOVEMENT, THERMAL MOVEMENT, AND FLOOR OR ROOF DECK DEFLECTION. a. MAXIMUM WIND AND SEISMIC MOVEMENT SHALL CALCULATED AS A MAXIMUM STORY DRIFT OF .015 TIMES THE STORY HEIGHT. b. MAXIMUM FLOOR OR ROOF DEFLECTION SHALL BE CALCULATED AS 1/2 INCH. c. THERMAL MOVEMENT SHALL BE CALCULATED FOR A TEMPERATURE RANGE OF-20 DEGREES F. TO 140 DEGREES 8. WATER PENETRATION: DESIGN EXTERIOR SYSTEM TO REMAIN WATERTIGHT UNDER FULL WIND LOAD CONDITIONS, OR PROVIDE SECONDARY MEANS OF PREVENTING WATER INFILTRATION. C. SUBMITTALS 1. MAKE SUBMITTALS IN ACCORDANCE WITH SECTION 013300. 2. PRODUCT DATA: SUBMIT COMPLETE LITERATURE FOR THE FOLLOWING: a. ANCHORAGE SYSTEMS. b. RECOMMENDED STONE CLEANERS AND CLEANING METHODS. 3. SHOP DRAWINGS: a. INDICATE PERTINENT DIMENSIONING, LAYOUT, ANCHORAGES, CONSTRUCTION DETAILS, METHOD OF INSTALLATION, AND ADJACENT CONSTRUCTION. b. SUBMIT INSTALLATION INSTRUCTIONS AND FIELD ERECTION DRAWINGS. c. SHOP DRAWINGS SHALL BE STAMPED BY DESIGNING ENGINEER. d. SEALANT: SUBMIT MANUFACTURER'S COMPLETE RANGE OF COLORS FOR SELECTION BY THE ARCHITECT. e. BACKING ROD: SUBMIT SAMPLE AND PRODUCT LITERATURE. 4. QUALITY CONTROL SUBMITTALS: IN ACCORDANCE WITH SECTION 014500. a.TEST REPORTS: SUBMIT ASTM C99 TEST REPORTS. CERTIFICATIONS: 1. CERTIFICATION: SUBMIT WRITTEN CERTIFICATION THAT THE STONE VENEER SYSTEM HAS BEEN DESIGNED TO MEET THE SPECIFIED REQUIREMENTS. 2. SUBMIT A WRITTEN CERTIFICATION THAT ALL STONE WAS VISUALLY SELECTED TO MATCH THE PHYSICAL CHARACTERISTICS OF THE STONE TESTED AND ACCEPTED. 5. CLOSEOUT SUBMITTAL: a. IN ACCORDANCE WITH SECTION 017700. b.SUBMIT DESIGNING ENGINEER'S CERTIFICATION THAT PRODUCTS AND INSTALLATION COMPLY WITH DESIGN REQUIREMENTS. D. QUALITY ASSURANCE 1. ALL WELDS SHALL BE PERFORMED BY WELDERS APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. 2. QUALIFICATIONS: a. INSTALLER QUALIFICATIONS: A MINIMUM OF 3 YEARS EXPERIENCE IN THE FIELD INSTALLATION OF STONE VENEER SYSTEMS, COMPARABLE IN SIZE AND SCOPE TO THE WORK OF THIS PROJECT; UNDER THE DIRECT SUPERVISION OF THE STONE FABRICATOR. 3. THE SYSTEM SHALL BE DESIGNED BY A STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE STATE WHERE THEPROJECT IS LOCATED. 4. TESTING: REPRESENTATIVE SAMPLES OF THE PROPOSED STONE SHALL HAVE BEEN TESTED BY AN INDEPENDENT TESTING LABORATORY, IN ACCORDANCE WITH ASTM C99. E. PRODUCT HANDLING 1. IN ACCORDANCE WITH SECTION 016000. 2. STONE: USE NO PACKING MATERIALS WHICH WOULD CAUSE STAINING, OR DISCOLORATION. STORE ON PLATFORMS AT LEAST FOUR INCHES OFF OF THE GROUND. COVER WITH POLYTHENE AND PROTECT STONE FROM CONTACT WITH MATERIALS THAT WOULD CAUSE STAINING OR DISCOLORATION. F. GUARANTEE 1. IN ACCORDANCE WITH 017700, THE STONE VENEER CONTRACTOR SHALL PROVIDE A WRITTEN 10-YEAR GUARANTEE COVERING DEFECTS IN MATERIALS AND WORKMANSHIP. G. STONE: 1. STONE TYPE AS SCHEDULED ON THE DRAWINGS. 2. STONE SELECTION: STANDARD GRADE FREE FROM CRACKS, SEAMS, AND STARTS WHICH MAY IMPAIR ITS STRUCTURAL INTEGRITY OR FUNCTION. USE STONE WITHIN THE COLOR, TEXTURE, AND FINISH RANGE APPROVED BY ARCHITECT. REPLACE NON-CONFORMING STONE TO MEET THE PROJECT SCHEDULE. H. OTHER MATERIALS 1. VENEER ACCESSORIES a. EXTERIOR STONE ANCHORING DEVICES: TYPE 304 STAINLESS STEEL OR SUITABLE NONFERROUS METAL. b. SETTING BUTTONS: PLASTIC, OR NON-CORROSIVE AS APPROVED. 2. STRUCTURAL STEEL SUPPORTS: RED-OXIDE OR OTHER APPROVED PRIMER FINISH. I. EXAMINATION 1. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 2. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. J. PREPARATION 1. PRIOR TO STARTING WORK, CAREFULLY INSPECT THE RELATED WORK OF OTHER TRADES, AND VERIFY THAT SUCH WORK IS SUFFICIENTLY COMPLETE FOR THE WORK OF THIS SECTION. IN THE EVENT OF UNACCEPTABLE CONDITIONS, CONTACT THE GENERAL CONTRACTOR, AND DO NOT PROCEED WITH INSTALLATION UNTIL THE UNACCEPTABLE CONDITIONS HAVE BEEN RESOLVED. K. SUPPORTS AND OTHER MATERIALS 1. PROVIDE FIELD SUPPORTS AND ATTACHMENTS AS APPROVED ON THE SHOP DRAWINGS. 2. FIELD WELDING: a. CHIP AND WIRE BRUSH ALL WELDS. b. PROTECT WELD MARKS WITH PRIMER OR GALVANIZED PAINT TO MATCH THE MATERIAL FINISH SPECIFIED. 3. PROVIDE SAFING INSULATION AND APPROVED RETAINERS BETWEEN SLABS AND ASSEMBLIES TO MAINTAIN FIRE BARRIER. INSTALL IN ACCORDANCE WITH CODE REQUIREMENTS. L. STONE APPLICATION 1. DO NOT USE STONE WITH CHIPS, CRACKS, VOIDS, STAINS, OR OTHER DEFECTS WHICH MIGHT BE EXPOSED TO VIEW IN THE FINISHED WORK. 2. CLEAN STONE PRIOR TO INSTALLATION, LEAVING EDGES AND SURFACES FREE OF DIRT OR FOREIGN MATERIAL. DO NOT USE WIRE BRUSHES OR IMPLEMENTS WHICH MARK OR DAMAGE EXPOSED SURFACES. 3. ESTABLISH ACCURATE LINES, LEVELS, AND COURSING. 4. INSTALL STONE IN ACCORDANCE WITH THE APPROVED SHOP DRAWINGS AND THE STONE SUPPLIER'S RECOMMENDATIONS. OBTAIN ARCHITECT APPROVAL PRIOR TO MAKING FIELD MODIFICATIONS. 5. ALLOWABLE INSTALLATION TOLERANCES: a. JOINT WIDTH: MAXIMUM OF PLUS OR MINUS 1/16 INCH FROM THE JOINT WIDTH INDICATED. b. JOINT TAPER: 1/8 INCH IN 10 FEET MAXIMUM TAPER, WITH THE JOINT FACE WIDTH NOT EXCEEDING THE TOLERANCE SPECIFIED. c. STEP IN FACE ALIGNMENT BETWEEN STONE FACES: 1/16 INCH MAXIMUM. DIVISION 3 - CONCRETE DIVISION 4 - MASONRY GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 CC O P Y R I G H TG L O B E A T E L I Ê SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE REV#ISSUEPROJECT:2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS KATHRYN CULLEY-RAPATA, AIA PH: 510-459-5136 STATUS: g l o b e a t e l i ê GA25-WSI024 LANDLORD / PERMIT SETSTATION TWELVE3105 SHERIDAN DRIVE, SUITE #678 | BUILDING F1,AMHERST, NY 14226FEASIBILITY SET05-15-2025 PRELIMINARY SET06-19-2025 LL / PERMIT SET09-09-2025 A14.03 SPECIFICATIONS STAFF PS 4,000 PSI 5.5 SACK. DO NOT REDUCE CONCRETE BELOW 5.5 SACK EVEN IF ADDING FLY ASH 34" ROCK SAND CEMENT FLY ASH: NOT TO EXCEED 20%. DO NOT REDUCE CONCRETE BELOW 5.5 SACK EVEN IF ADDING FLY ASH MRA: 26 OZ. SLUMP:5”H MINIMUM, NOT TO EXCEED 6”H REINFORCEMENT: #4 REBAR MAT 18” X 18” MINIMUM. AIR ENTRAINMENT: NONE FINISH:NO MACHINES. PROVIDE ADEQUATE, EXPERIENCED FINISHERS FOR AN ALL HAND FINISH, HARD TROWEL FINISH. FINISHERS TO USE KNEE BOARDS-NOT SLIDERS. AFTER BULL FLOATING, THE NEXT 2 PASSES CAN BE TRADITIONAL TROWELING. SUBSEQUENT PASSES TO BE HARD SWEEPING FANS IN A RANDOM OVERLAPPING PATTERN, WORKING IN EVERY DIRECTION. MINIMUM OF 5 PASSES. APPLY ENOUGH PRESSURE TO GET A LOUD RINGING SOUND OUT OF THE TROWELS. NO TOP WATER TO BE APPLIED UNDER ANY CIRCUMSTANCES AT ANY STEP IN THE PROCESS. CONTROL JOINTS TO BE HAND CUT PER ARCHITECT’FS LAYOUT. NO PICTURE FRAME TO BE EVIDENT. TOOLS TO BE 1/2”H GROOVERS WITH 1/4”H RADIUS. EDGE TOOL RADIUS TO MATCH GROOVERS RADIUS. STRAIGHT EDGES ARE TO BE METAL. ALL FINISHERS TO HAVE THE SAME BRAND TOOLS FOR CONSISTENCY. HAVE 5 GALLONS OF MASTERKURE ER50 ON HAND FOR LUBRICATION AT FINISHING ALONG WITH ALL NEW SPRAYERS. ONLY A VERY FINE MIST IS TO BE APPLIED. MIX 1 PART MASTERKURE TO 5 PARTS WATER. CURING:CONCRETE TO BE EXPOSED FOR A MINIMUM OF 2 DAYS WITH NO TRAFFIC. PROTECTION: .14" MASONITE TEMPERED BOTH SIDES. NO TAPE SEALING: CONCRETE TO BE WET MOPPED WITH WATER ONLY UNTIL CLEAN. ALLOW TO DRY 2 HOURS AFTER CLEANING. APPLY 3 COATS OF JONCRETE MATTE SEALER PER MANUFACTURER’FS INSTRUCTIONS. MOP OR LAMB’FS WOOL PAD APPLICATION GENERAL NOTES: THE DESIGN INTENT FOR A WILLIAMS SONOMA FINISH IS TO HAVE A BRINDLE OR VARIEGATED APPEARANCE OF VENETIAN PLASTER. TO ACHIEVE THIS FINISH IT MUST BE APPROACHED AS AN ARCHITECTURAL MIX DESIGN SIMILAR TO A DECORATIVE CONCRETE COUNTER TOP. THE APPROVED CONCRETE CONTRACTOR MUST HAVE EXPERIENCE WITH ARCHITECTURAL CONCRETE AND SUPER FLAT FLOORING WITH AT LEAST ONE WORKING SUPERVISOR WHO IS ACI CERTIFIED AS A FLATWORK TECHNICIAN.THE MIX DESIGN MUST HAVE SPECIFIC TOLERANCE AND THE BATCH PLANT MUST BE INFORMED THAT THE INTENDED USE IS FOR ARCHITECTURAL CONCRETE OVERLAY THAT IS SUPER FLAT AND TO BE “GHAND BURNED”H 5 TO 8 TIMES OVER SEVERAL HOURS. SUFFICIENT MAN POWER MUST BE PROVIDED AHEAD OF THE POUR TO PREP THE SLAB, CUSTOM CUT EXPANSION MATERIAL TO CUSTOM GRADES SET BY LASER. AREAS TO RECEIVE WOOD FLOORING MUST BE PREPPED AND BLANKED OUT PRIOR TO THE FINAL POUR. CHECK LOCAL CODE REQUIREMENTS AND MALL REGULATIONS , MOST REQUIRE ALL FLOOR BLOCKING MATERIAL NOT FINISHED FLOOR BE FIRE RATED DIMENSIONAL LUMBER AND PLYWOOD. ALL ELECTRICAL CONDUITS MUST BE TRENCHED INTO THE SUB FLOOR SO THAT THE DECORATIVE TOPPING SLAB IS SLIPPING ON A FLAT PLANE. ANY EXPOSED CONDUITS WILL CRACK THE TOPPING SLAB AND READ THROUGH. ALL FLOOR BOXES MUST BE PRESET AND TO GRADE. FLOOR BOXES TO BE INSTALLED SQUARE TO CONTROL LINES. ALL TRADES MUST BE OUT OF THE SPACE DURING CONCRETE PLACEMENT AND PROTECTION. A TYPICAL 7,500 SQFT SALES FLOOR TAKES 3 DAYS TO POUR AND FINISH BY A 10 MAN CREW. ALL HANDS WILL BE FLOATING, FINISHING, TOOLING , JOINTING , AND BURNING THE FINISH FOR AT LEAST AN 8 HOUR DAY. NO AIR ENTRAINMENT ADMIXTURES, PLASTICIZERS , OR ACCELERATORS MAY BE USED AS IT WILL ADVERSELY AFFECT THE FINAL FINISH. THE INTENT IS TO DENSIFY THE SURFACE TOO BURNISH IN A VARIEGATED COLOR THAT APPEARS 3 DIMENSIONAL. WHILE CUTTING AND TOOLING JOINTS USE OF DIMENSIONAL LUMBER IS EXPRESSLY FORBIDDEN, AN ALUMINUM BOX BEAM MUST BE USED AND JOINTS NEED TO TOOLED WITH A 1/2”H JOINER THE 1/4" RADIUS. TO CONTROL PLASTIC SHRINKAGE CRACKS ALL REENTRANT CORNERS ARE TO RECEIVE A PAIR OF 24 LONG #4 REBAR PLACED DIAGONALLY TO THE INSIDE CORNER ,WIRED TO REBAR MATT. IT IS RECOMMENDED THAT PRIOR TO THE POUR ALL JOINTS ARE CLEARLY MARKED ON ADJOINING VERTICAL SURFACES. NO FOOD OR BEVERAGES ARE ALLOWED ON THE SALES FLOOR AFTER THE POUR. NO LIFTS OR HEAVY WHEELED CARTS ON THE FINISHED FLOOR. LADDERS AND ROLLING SCAFFOLDING OR BAKERS SCAFFOLDING. WHEN FIXTURING , FIXTURES NEED TO BE BROUGHT IN CAREFULLY ON PNEUMATIC TIRES. A. CONCRETE MATERIALS: 1. PORTLAND CEMENT: ASTM C 150, LOW ALKALI 2. FLY ASH: ASTM C 618, TYPE C OR F. LIMIT USE OF FLY ASH IN CONCRETE MIX DESIGN NOT TO EXCEED 25% OF CEMENT CONTENT BY WEIGHT. 3. AGGREGATES: ASTM C33, EXCEPT LOCAL AGGREGATES OF PROVEN DURABILITY MAY BE USED WHEN ACCEPTABLE TO THE ARCHITECT. 4. WATER: POTABLE 5. AIR-ENTRAINING ADMIXTURE: ASTM C 260 6. WATER-REDUCING ADMIXTURE: ASTM C 494, TYPE AS REQUIRED TO SUIT PROJECT CONDITIONS. ONLY USE ADMIXTURES WHICH HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS, UNLESS OTHERWISE ACCEPTABLE. 7. REINFORCEMENT MESH: ASTM A-185 B. RELATED MATERIALS: 1. WATERSTOPS: FLAT DUMBBELL OR CENTERBULB TYPE, SIZE TO SUIT JOINTS OR EITHER RUBBER (CRD C 513 OR PVC (CRD C572) 2. MOISTURE BARRIER: CLEAR 8 MILS THICK POLYETHYLENE: POLYETHYLENE-COATED BARRIER PAPER: 1/8”H THICK ASPHALT CORE MEMBRANE SHEET. 3. MEMBRANE-FORMING CURING COMPOUND: ASTM C 309, TYPE 1, CLASS A. 4. JOINT FILLERS: SEE DIVISION 7 C. FORM MATERIALS: 1. PROVIDE FORM MATERIALS WITH SUFFICIENT STABILITY TO WITHSTAND THE PRESSURE OF PLACED CONCRETE WITHOUT BOW OR DEFLECTION. D. EXPOSED CONCRETE SURFACES: SUITABLE MATERIAL TO SUIT PROJECT CONDITIONS. E. REINFORCING MATERIALS: 1. DEFORMED REINFORCING BARS: ASTM A 615, GRADE 60, UNLESS OTHERWISE INDICATED. 2. WELDED WIRE FABRIC: ASTM A 185 F. FORMING AND PLACING CONCRETE: 1. JOB-SITE MIXING: USE DRUM TYPE BATCH MACHINE MIXER, MIXING NOT LESS THAN 1 _ MINUTES FOR ONE (1) CUBIC YARD OR SMALLER CAPACITY. INCREASE MIXING TIME AT LEAST 15 SECONDS FOR EACH ADDITIONAL CUBIC YARD OR FRACTION THEREOF. 2. READY-MIX CONCRETE: ASTM C 94. G. FORMWORK: 1. CONSTRUCT SO THAT CONCRETE MEMBERS AND STRUCTURES ARE OF CORRECT SIZE, SHAPE, ALIGNMENT, ELEVATION AND POSITION. PROVIDE OPENINGS IN FORMWORK TO ACCOMMODATE WORK OF OTHER TRADES. CLEAN AND ADJUST FORMS PRIOR TO CONCRETE PLACEMENT. APPLY FORM RELEASE AGENTS OR WET FORMS, AS REQUIRED. RE-TIGHTEN FORMS DURING CONCRETE PLACEMENT IF REQUIRED TO ELIMINATE MORTAT LEAKS. H. JOINTS: 1. PROVIDE CONSTRUCTION, ISOLATION AND CONTROL JOINTS AS INDICATED OR REQUIRED. LOCATE CONSTRUCTION JOINTS SO AS TO NOT IMPAIR THE STRENGTH AND APPEARANCE OF THE STRUCTURE. PLACE ISOLATION AND CONTROL JOINTS IN SLABS-ON-GRADE TO STABILIZE DIFFERENTIAL SETTLEMENT AND RANDOM CRACKING. I. INSTALLATION OF EMBEDDED ITEMS: 1. SET AND BUILD INTO WORK ANCHORAGE DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR OTHER WORKTHAT IS ATTACHED TO, OR SUPPORTED BY, CAST-IN-PLACE CONCRETE. USE SETTING DIAGRAMS, TEMPLATES AND OTHER INSTRUCTIONS PROVIDED BY OTHERS FOR LOCATING AND SETTING. J. CONCRETE PLACEMENT: 1. COMPLY WITH ACI, PLACING CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT BEGIN PLACEMENT UNTIL WORK OF OTHER TRADES AFFECTING CONCRETE IS COMPLETED.CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING EQUIPMENT WITH HAND RODDING AND TAMPING SO THAT CONCRETE IS WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO FORMS. PROTECT CONCRETE FROM PHYSICAL DAMAGE OR REDUCED STRENGTH DUE TO WEATHER EXTREEMS DURING MIXING, PLACEMENT AND CURING. IN COLD WEATHER COMPLY WITH ACI 306 1. DUE NOT EXPOSE TOPPING SLAB TO DIRECT EXCESSIVE PORTABLE HEATERS AS IT WILL CURL AND CRACK THE TOPPING SLAB FROM RAPID UNEVEN DRYING. DO NOT ALLOW THE CONRETE TOPPING TO BE EXPOSED TO FROST OR FREEZE DURING PLACEMENT OR CURRING. IN HOT WEATHER COMPLY WITH ACI 305 1. IN EXTREME HEAT ICE MAY NEED TO BE USED IN LIEU OF WATER TO CONTROL SETTING TIMES AND ALLOW FOR ENOUGH OPEN TIME TO SUFFICIENTLY TROWEL THE “GPOTTERY BARN FINISH”H K. BONDING: 1. BOND ALL NEW WORK TO OLD BY THOROUGHLY CLEANING OLD WORK AND APPLYING AN APPROVED CONCRETE GLUE EVENLY TO THE INTERFACING SURFACE JUST PRIOR TO POURING THE NEW WORK. L. CONCRETE FINISHES: FINISH FLOOR SHALL BE LEVEL AND FLAT WITHIN 1/8”H IN 10’F-0”H. M. EXPOSED-TO-VIEW-SURFACES: PROVIDE A SMOOTH FINISH FOR EXPOSED CONCRETE SURFACES AND SURFACES THAT ARE TO BE COVERED WITH A COATING OR COVERING MATERIAL APPLIED DIRECTLY TO CONCRETE. REMOVE FINS AND PROJECTIIONS, PATCH DEFECTIVE AREA AND RUB SMOOTH. N. SLAB TROWEL FINISH: 1. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES THAT ARE EXPOSED-TO-VIEW OR ARE TO BE COVERED WITH RESILIENT FLOORING, PAINT OR OTHER THIN FILM COATING. CONSOLIDATE CONCRETE SURFACES BY FINISH TROWELING, FREE OF TROWEL MARKS, UNIFORM IN TEXTURE AND APPEARANCE. O. CURING: 1. BEGIN INITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM EXPOSED SURFACES. WHERE POSSIBLE, KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 72 HOURS. CONTINUE CURING BY USE OF MOISTURE-RETAINING COVER OR MEMBRANE-FORMING CURING COMPOUND. CURE FORMED SURFACES BY MOIST CURING UNTIL FORMS ARE REMOVED.PROVIDE PROTECTIONS, AS REQUIRED, TO PREVENT DAMAGE TO EXPOSED CONCRETE SURFACES. 03320 CONCRETE FLOORING TOPPING A. GENERAL: RETAIL DECORATIVE CONCRETE OVERLAY IS PER “G THE PORTLAND CEMENTS ASSOCIATIONS 1996 GUIDELINES FOR RESURFACING CONCRETE FLOORS”. 1. COMPLY WITH REQUIREMENTS OF SECTION “GCONCRETE”H AND AS HEREIN SPECIFIED. FURNISH DATE, SAMPLES, AND MATERIALS CERTIFICATES AS SPECIFIED IN SECTION “G03310 CONCRETE”. PROVIDE COLOR SAMPLES FOR APPROVAL BY ARCHITECT. B. MOCKUPS: PLACE CONCRETE FLOOR TOPPING MOCKUPS TO DEMONSTRATE TYPICAL JOINTS, SURFACE FINISH, BONDING, TEXTURE, TOLERANCES, AND STANDARD OF WORKMANSHIP. 1. BUILD MOCKUPS APPROXIMATELY 100 SQ. FT. (9.3 SQ. M) IN BACK OF HOUSE OR BATHROOM BLOCK OUTS FOR CERAMIC TILE. 2. IF ARCHITECT OR OWNER DETERMINES THAT MOCKUPS DO NOT MEET REQUIREMENTS, THE GC IS TO PROVIDE OTHERS UNTIL MOCKUPS ARE APPROVED. C. PRODUCTS 1. PORTLAND CEMENT: ASTM C 150, TYPE I OR III. 2. COMPRESSIVE STRENGHT (PSI) 3500 3. MAXIMUM WATER /CEMENT RATIO =.50 4. MAXIMUM CEMENT FACTOR ( BAGS) =6 ( 70% HYDRAULIC CEMENT TYPE I / II 30% GRANULATED BLAST FURNACE SLAG 5 . MAXIMUM AGGREGATE SIZE (ASTM C33) = #7 GRADE SIZE 6. FINE AGGREGATE (ASTM C33) NATURAL ROUNDED SAND 7. FINE AGGREGATE FINES MODULUS (ASTM C 33 ) = MINIMUM 2.60 TO MAXIMUM 3.00 8. NO AIR ENTRAINMENT AS IT WILL TEAR DURING FINISHING 9. MINIMUM INITIAL SLUMP 4” MAXIMUM 6”. 10. REINFORCEMENT: ASTM A 185 WELDED STEEL WIRE FABRIC. 6X6X10/10 WELDED WIRE FABRIC. 11. NO ADDITIVE OR ACCELERATOR. ONLY A MID RANGE WATER REDUCER TO CONTROL W/C RATIO EXECUTION D. EXAMINATION: E. READY-MIX TOPPING MAY BE USED WHEN ACCEPTABLE TO ARCHITECT. WHEN ACCEPTABLE, FURNISH READY-MIXED TOPPING COMPLYING WITH REQUIREMENTS OF ASTM C 94. 1. TOPPING APPLIED TO FRESH CONCRETE: DO NOT BEGIN PLACEMENT OF TOPPING UNTIL WATER CEASES TO RISE TO SURFACE, AND WATER AND LAITANCE HAVE BEEN REMOVED FROM BASE SLAB SURFACE. 2. TOPPING APPLIED TO HARDENED CONCRETE: REMOVE DIRT, LOOSE MATERIAL, OIL, GREASE, PAINT, OR OTHER CONTAMINANTS, LEAVING A CLEAN SURFACE. FOR GOOD BONDING, ROUGHEN SURFACE BY CHIPPING OR SCARIFYING BEFORE CLEANING. MECHANICALLY ABRADE BASE SLABS TO PRODUCE A HEAVILY SCARIFIED SURFACE PROFILE WITH AN AMPLITUDE OF _” (6 MM). PRIOR TO PLACING TOPPING MIXTURE, DAMPEN SLAB SURFACE BUT DO NOT LEAVE STANDING WATER. OVER DAMPENED SURFACE, AND IMMEDIATELY BEFORE PLACING TOPPING, BROOM ON A COAT OF THIN NEAT CEMENT GROUT. APPLY NEAT CEMENT GROUT ONLY TO AREAS WHICH WILL RECEIVE TOPPING BEFORE GROUT SETS OR DRIES. IN LIEU OF NEAT CEMENT GROUT, MANUFACTURED BONDING AGENT, INTEGRALLY COLORED TO SHOW EXTENT APPLICATION, MAY BE USED. APPLY BY BRUSH OR SPRAY, AND AT RECOMMENDED RATES, IN ACCORDANCE WITH MANUFACTURER’S DIRECTION. FOR REINFORCED TOPPING, PROVIDE NECESSARY CHAIRS OR SUPPORTS, AND MAINTAIN POSITION OF REINFORCEMENT AS REQUIRED BY ASTM A 185. E. JOINTS: MARK LOCATIONS OF JOINTS IN BASE SLAB SO THAT JOINTS IN TOP COURSE WILL BE PLACED DIRECTLY OVER THEM.PLACING AND COMPACTING: SPREAD TOPPING MIXTURE EVENLY OVER PREPARED BASE, BRING TO REQUIRED LEVEL WITH STRAIGHT-EDGE AND STRIKE-OFF. AFTER PLACEMENT, DO NOT WORK SURFACE FURTHER UNTIL READY FOR FLOATING. BEGIN FLOATING WHEN SURFACE WATER HAS DISAPPEARED, OR WHEN CONCRETE HAS STIFFENED SUFFICIENTLY TO PERMIT HAND FLOATING. F. CHECK AND LEVEL SURFACE PLAN TO TOLERANCE NOT EXCEEDING 5/16”H IN 10’F WHEN TESTED WITH A 10’F STRAIGHT-EDGE. CUT DOWN HIGH AREAS AND FILL LOW AREAS. UNIFORMLY SLOPE SURFACES TO DRAINS. IMMEDIATELY AFTER LEVELING, RE-FLOAT SURFACE TO UNIFORM, SMOOTH FINISH. G. WHEN JOINTS ARE REQUIRED, CONSTRUCT TO MATCH AND COINCIDE WITH JOINTS IN BASE SLAB. PROVIDE OTHER JOINTS AS SHOWN ON OVERLAY FLOOR PLAN. H. TROWEL FINISH: AFTER FLOATING, BEGIN TROWEL FINISH OPERATION USING POWER DRIVEN TROWELS. CONTINUE TROWELLING UNTIL SURFACE IS READY TO RECEIVE FINAL TROWELLING. BEGIN FINAL HAND-TROWELLING WHEN A RINGING SOUND IS PRODUCED AS TROWEL IS MOVED OVER SURFACE. CONSOLIDATE CONCRETE SURFACE BY FINAL HAND-TROWELLING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN TEXTURE AND APPEARANCE, WITH A SURFACE PLANE TOLERANCE NOT EXCEEDING 1/8” IN 10’ STRAIGHT-EDGE. SEALING: HYDROZO ENVIROSEAL 40 BY OTHERS. 1. ALLOW NEW CONCRETE TO CURE FOR 30 DAYS PRIOR TO APPLICATION. CURE AND PROTECT TOPPING APPLICATIONS AND FINISHES AS SPECIFIED IN SECTION “G03310 CONCRETE”.AREAS OF CONCRETE OVERLAY ARE TO BE UNBONDED ON A SLIP SHEET. AREAS UNDER 3 INCHES ARE TO BE BONDED TO THE SUBSTRATE USING A CEMENT SLURRY OF PORTLAND CEMENT AND ACRYL 60. APPLY AT A BATTER THICKNESS TO CLEAN MOIST SUBSTRATE . PLACE CONCRETE WHILE BONDING AGENT IS STILL WET. PRE THE PORTLAND CEMENTS ASSOCIATION 1996 GUIDELINES FOR CONCRETE OVERLAYS. 03547 CEMENTITIOUS UNDERLAYMENT A. SECTION INCLUDES: 1. LEVELING OF EXISTING CAST-IN-PLACE CONCRETE SLABS. 2. RAMPS AND TAPERS AS NECESSARY TO CORRECT LEVELS BETWEEN DISSIMILAR FINISHES. B. MATERIALS: 1. FAST-SETTING SELF LEVELING UNDERLAYMENT SYSTEM: SELF-LEVELING, POURABLE, CEMENT BASED MATERIAL, MINIMUM 28 DAY COMPRESSIVE STRENGTH 4,500 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C109; MINIMUM BOND STRENGTH 200 PSI; ONE OF THE FOLLOWING. A.“ULTRA/PLAN” BY MAPEI CORPORATION. ; 800-42-MAPEI. B.“K-15” SELF-LEVELING UNDERLAYMENT CONCRETE BY ARDEX, L.P.;888-512-7339. C.“LEVEL-RIGHT FS-10” BY MAXXON; 800-356-7887. 2. FAST-SETTING TROWELABLE UNDERLAYMENT SYSTEM: A.“QUICKCEM TOP 102”H BY MAPEI CORPORATION; 800-42-MAPEI. B.“SD-P” FAST-SETTING UNDERLAYMENT. BY ARDEX, L.P.; 888-512-7339. C.“EUCO-SPEED” BY EUCLID CHEMICAL COMPANY; 800-321-7628. 3. ACCESSORIES: FURNISH PRIMERS, PATCHING COMPOUNDS, AND SAND FILLERS AS RECOMMENDED BY THE UNDERLAYMENT MANUFACTURER FOR THE CONDITIONS OF THE PROJECT. C. MIXING: THOROUGHLY MIX UNDERLAYMENT MATERIALS FOR EACH TYPE OF PRODUCT IN PROPER PROPORTIONS TO ACHIEVE SMOOTH HOMOGENEOUS MIX, FREE OF LUMPS. D. WITH THE EXCEPTION OF AREAS WHERE LEVELING CAN BE ACCOMPLISHED BY USE OF LATEX UNDERLAYMENT, AS SPECIFIED IN OTHER SECTIONS, INSTALL CEMENTITIOUS UNDERLAYMENT TO CONCRETE SLABS AS INDICATED ON THE DRAWINGS, AND AS NECESSARY TO LEVEL SLABS OR BRING SUBSTRATES TO PROPER ELEVATION. E. PREPARATION: 1. INSPECT FLOOR TO VERIFY THAT DEMOLITION IS COMPLETE TO THE POINT WHERE WORK MAY PROGRESS. 2. SURVEY FLOOR AS NECESSARY TO SET SCREEDS AND REFERENCE POINTS. IDENTIFY CONSTRUCTION JOINT, CONTROL JOINTS, AND EXPANSION JOINTS. PREPARE FOR UNDERLAYMENT AT ALL LOCATIONS WHERE FLOOR DOES NOT MEET SPECIFIED TOLERANCE REQUIREMENTS. 3. ENSURE THAT SUBFLOOR IS CLEAN, DRY, HARD, SOUND, AND FREE OF OILS, OR OTHER SUBSTANCE WHICH WOULD AFFECT PROPER BONDING AND CURING. ABRADE OR SHOTBLAST AS NECESSARY TO ACHIEVE CLEAN SURFACE. 4. VERIFY THAT ALL AREAS TO BE LEVELED ARE AT OR BELOW FINAL DESIGN ELEVATION. 5. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. F. APPLICATION: 1. INSTALL TROWELABLE UNDERLAYMENT AT LOCATIONS WHERE SLOPES ARE INDICATED AND AT OTHER LOCATIONS AS APPROPRIATE TO INSTALLATION CONDITIONS; INSTALL SELF LEVELING UNDERLAYMENT AT OTHER LOCATIONS AS NECESSARY TO CORRECT SLAB FLATNESS AND LEVELNESS. 2. SET SCREEDS, MARKERS, AND REFERENCE BLOCKS. SET SCREEDS AT ALL CONSTRUCTION AND CONTROL JOINTS TO ESTABLISH WEAKENED PLANE JOINTS IN UNDERLAYMENT. 3. INSTALL PATCHING COMPOUNDS IN ACCORDANCE WITH THE MANUFACTURER’FS RECOMMENDATIONS. WHERE SUBSEQUENT FINISHING OF THE MATERIAL IS REQUIRED, FLOAT TO LEVEL SURFACE. DO NOT TROWEL. 4. APPLY PRIMER TO ALL AREAS TO RECEIVE UNDERLAYMENT; REPEAT APPLICATION IF NECESSARY TO ACHIEVE PROPER BUILD. 5. MIX MATERIALS AND POUR OR PUMP AND SQUEEGEE INTO PLACE TO ACHIEVE APPROPRIATE THICKNESS. 6. FINISH TO A SMOOTH LEVEL SURFACE WITHIN TOLERANCES SPECIFIED FOR CONCRETE FLOORS. 7. CURE IN ACCORDANCE WITH THE MANUFACTURER’FS INSTRUCTIONS. 8. TOLERANCES: A. “VERY FLAT”; LEVEL TO WITH 1/8”H IN 10 FEET. FF 50, FL 30, OVER TEST AREA; FF 25, FL 15, LOCAL MINIMUM B. RAMPS AT TRANSITIONS: 1/4” PER FOOT SLOPE. 044216 MECHANICALLY ANCHORED STONE VENEER A. SECTION INCLUDES: 1. INTERIOR AND EXTERIOR MECHANICALLY- ANCHORED VENEER INSTALLATION OF OWNER-PROVIDED STONE MASONRY. 2. CONTRACTOR DESIGN OF STONE ANCHORAGE SYSTEMS. B. SYSTEM DESCRIPTION: 1. THE SYSTEM CONSISTS OF STONE VENEER, VENEER SUPPORTS AND ANCHORS TO THE CONSTRUCTION INDICATED, AND SEALING SYSTEM FOR JOINTS. THE STONE ANCHORAGE SYSTEM SHALL CONSIST OF A MECHANICAL CONNECTION TO SUPPORTS AND SHALL NOT CONSIST OF AN ADHESION BOND. 2. THE DESIGN OF THE STONE VENEER SYSTEM SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, SUBJECT TO THE SPECIFIED REQUIREMENTS. 3. APPEARANCE: DESIGN STONE VENEER SYSTEM TO CONFORM TO THE GENERAL APPEARANCE AS INDICATED ON THE DRAWINGS, INCLUDING LOCATION OF JOINTS, SHAPES AND DIMENSION POINTS. 4. INTERFACE: THE STONE VENEER SYSTEM SHALL BE DESIGNED FOR SECURE ANCHORAGE WITHOUT MODIFICATIONS TO THE INDICATED BUILDING STRUCTURE, EXCEPT AS APPROVED. ALL MODIFICATION TO THE INDICATED BUILDING STRUCTURE SHALL BE PAID FOR BY THE CONTRACTOR WITHOUT ADDITIONAL COST TO THE OWNER. 5. EXTERIOR SYSTEM STRUCTURAL DESIGN: a. SEISMIC REQUIREMENTS: DESIGN THE ANCHORED MASONRY VENEER SYSTEM TO CONFORM TO THE SEISMIC REQUIREMENTS OF THE LOCALLY ENFORCED BUILDING CODE. ANCHORED MASONRY VENEER LOCATED IN SEISMIC DESIGN CATEGORY C, D, E OR F SHALL CONFORM TO THE REQUIREMENTS OF SECTION 6.2.2.10 OF ACI 530 / ASCE 5 /TMS 402. b. VENEER: DESIGN THE VENEER ATTACHMENT SYSTEMTO CONFORM TO 2003 CBC, CHAPTER 14, SECTION 1405.6, OR AS OTHERWISE REQUIRED BY THE LOCALLY ENFORCED BUILDING CODE. c. DESIGN ALL COMPONENTS TO DEFLECT, PERPENDICULAR TO THE PLANE OF THE WALL, NO MORE THAN L/360 THE SPAN, UNDER DESIGN WIND LOADING. WIND LOADS SHALL BE CALCULATED IN ACCORDANCE WITH SECTION 1609 OF THE CBC, OR AS OTHERWISE REQUIRED BY THE LOCALLY ENFORCED BUILDING CODE. 6. INTERIOR SYSTEM STRUCTURAL DESIGN: a. SEISMIC REQUIREMENTS: DESIGN THE SYSTEM TO CONFORM TO THE SEISMIC REQUIREMENTS OF 2003 CBC, CHAPTER 14, PARAGRAPH 1405.5.2, OR AS OTHERWISE REQUIRED BY THE LOCALLY ENFORCED BUILDING CODE..ANCHORED MASONRY VENEER LOCATED IN SEISMIC DESIGN CATEGORY C, D, E OR F SHALL CONFORM TO THE REQUIREMENTS OF SECTION 6.2.2.10 OF ACI 530 / ASCE 5 / TMS 402. b. VENEER: DESIGN THE VENEER ATTACHMENT SYSTEM TO CONFORM TO 2003 CBC, CHAPTER 14, SECTION 1405.6, OR AS OTHERWISE REQUIRED BY THE LOCALLY ENFORCED BUILDING CODE. 7. DYNAMICS: DESIGN THE SYSTEM TO ACCOMMODATE BUILDING DYNAMICS WITHOUT DAMAGE TO THE STONE VENEER, SEALING SYSTEMS, ANCHORAGES, FASTENING SYSTEMS, OR SURROUNDING CONSTRUCTION. BUILDING DYNAMICS IS DEFINED AS THE SINGULAR AND COMBINED EFFECT OF WIND AND SEISMIC MOVEMENT, THERMAL MOVEMENT, AND FLOOR OR ROOF DECK DEFLECTION. a. MAXIMUM WIND AND SEISMIC MOVEMENT SHALL CALCULATED AS A MAXIMUM STORY DRIFT OF .015 TIMES THE STORY HEIGHT. b. MAXIMUM FLOOR OR ROOF DEFLECTION SHALL BE CALCULATED AS 1/2 INCH. c. THERMAL MOVEMENT SHALL BE CALCULATED FOR A TEMPERATURE RANGE OF-20 DEGREES F. TO 140 DEGREES 8. WATER PENETRATION: DESIGN EXTERIOR SYSTEM TO REMAIN WATERTIGHT UNDER FULL WIND LOAD CONDITIONS, OR PROVIDE SECONDARY MEANS OF PREVENTING WATER INFILTRATION. C. SUBMITTALS 1. MAKE SUBMITTALS IN ACCORDANCE WITH SECTION 013300. 2. PRODUCT DATA: SUBMIT COMPLETE LITERATURE FOR THE FOLLOWING: a. ANCHORAGE SYSTEMS. b. RECOMMENDED STONE CLEANERS AND CLEANING METHODS. 3. SHOP DRAWINGS: a. INDICATE PERTINENT DIMENSIONING, LAYOUT, ANCHORAGES, CONSTRUCTION DETAILS, METHOD OF INSTALLATION, AND ADJACENT CONSTRUCTION. b. SUBMIT INSTALLATION INSTRUCTIONS AND FIELD ERECTION DRAWINGS. c. SHOP DRAWINGS SHALL BE STAMPED BY DESIGNING ENGINEER. d. SEALANT: SUBMIT MANUFACTURER'S COMPLETE RANGE OF COLORS FOR SELECTION BY THE ARCHITECT. e. BACKING ROD: SUBMIT SAMPLE AND PRODUCT LITERATURE. 4. QUALITY CONTROL SUBMITTALS: IN ACCORDANCE WITH SECTION 014500. a.TEST REPORTS: SUBMIT ASTM C99 TEST REPORTS. CERTIFICATIONS: 1. CERTIFICATION: SUBMIT WRITTEN CERTIFICATION THAT THE STONE VENEER SYSTEM HAS BEEN DESIGNED TO MEET THE SPECIFIED REQUIREMENTS. 2. SUBMIT A WRITTEN CERTIFICATION THAT ALL STONE WAS VISUALLY SELECTED TO MATCH THE PHYSICAL CHARACTERISTICS OF THE STONE TESTED AND ACCEPTED. 5. CLOSEOUT SUBMITTAL: a. IN ACCORDANCE WITH SECTION 017700. b.SUBMIT DESIGNING ENGINEER'S CERTIFICATION THAT PRODUCTS AND INSTALLATION COMPLY WITH DESIGN REQUIREMENTS. D. QUALITY ASSURANCE 1. ALL WELDS SHALL BE PERFORMED BY WELDERS APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. 2. QUALIFICATIONS: a. INSTALLER QUALIFICATIONS: A MINIMUM OF 3 YEARS EXPERIENCE IN THE FIELD INSTALLATION OF STONE VENEER SYSTEMS, COMPARABLE IN SIZE AND SCOPE TO THE WORK OF THIS PROJECT; UNDER THE DIRECT SUPERVISION OF THE STONE FABRICATOR. 3. THE SYSTEM SHALL BE DESIGNED BY A STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE STATE WHERE THEPROJECT IS LOCATED. 4. TESTING: REPRESENTATIVE SAMPLES OF THE PROPOSED STONE SHALL HAVE BEEN TESTED BY AN INDEPENDENT TESTING LABORATORY, IN ACCORDANCE WITH ASTM C99. E. PRODUCT HANDLING 1. IN ACCORDANCE WITH SECTION 016000. 2. STONE: USE NO PACKING MATERIALS WHICH WOULD CAUSE STAINING, OR DISCOLORATION. STORE ON PLATFORMS AT LEAST FOUR INCHES OFF OF THE GROUND. COVER WITH POLYTHENE AND PROTECT STONE FROM CONTACT WITH MATERIALS THAT WOULD CAUSE STAINING OR DISCOLORATION. F. GUARANTEE 1. IN ACCORDANCE WITH 017700, THE STONE VENEER CONTRACTOR SHALL PROVIDE A WRITTEN 10-YEAR GUARANTEE COVERING DEFECTS IN MATERIALS AND WORKMANSHIP. G. STONE: 1. STONE TYPE AS SCHEDULED ON THE DRAWINGS. 2. STONE SELECTION: STANDARD GRADE FREE FROM CRACKS, SEAMS, AND STARTS WHICH MAY IMPAIR ITS STRUCTURAL INTEGRITY OR FUNCTION. USE STONE WITHIN THE COLOR, TEXTURE, AND FINISH RANGE APPROVED BY ARCHITECT. REPLACE NON-CONFORMING STONE TO MEET THE PROJECT SCHEDULE. H. OTHER MATERIALS 1. VENEER ACCESSORIES a. EXTERIOR STONE ANCHORING DEVICES: TYPE 304 STAINLESS STEEL OR SUITABLE NONFERROUS METAL. b. SETTING BUTTONS: PLASTIC, OR NON-CORROSIVE AS APPROVED. 2. STRUCTURAL STEEL SUPPORTS: RED-OXIDE OR OTHER APPROVED PRIMER FINISH. I. EXAMINATION 1. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 2. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. J. PREPARATION 1. PRIOR TO STARTING WORK, CAREFULLY INSPECT THE RELATED WORK OF OTHER TRADES, AND VERIFY THAT SUCH WORK IS SUFFICIENTLY COMPLETE FOR THE WORK OF THIS SECTION. IN THE EVENT OF UNACCEPTABLE CONDITIONS, CONTACT THE GENERAL CONTRACTOR, AND DO NOT PROCEED WITH INSTALLATION UNTIL THE UNACCEPTABLE CONDITIONS HAVE BEEN RESOLVED. K. SUPPORTS AND OTHER MATERIALS 1. PROVIDE FIELD SUPPORTS AND ATTACHMENTS AS APPROVED ON THE SHOP DRAWINGS. 2. FIELD WELDING: a. CHIP AND WIRE BRUSH ALL WELDS. b. PROTECT WELD MARKS WITH PRIMER OR GALVANIZED PAINT TO MATCH THE MATERIAL FINISH SPECIFIED. 3. PROVIDE SAFING INSULATION AND APPROVED RETAINERS BETWEEN SLABS AND ASSEMBLIES TO MAINTAIN FIRE BARRIER. INSTALL IN ACCORDANCE WITH CODE REQUIREMENTS. L. STONE APPLICATION 1. DO NOT USE STONE WITH CHIPS, CRACKS, VOIDS, STAINS, OR OTHER DEFECTS WHICH MIGHT BE EXPOSED TO VIEW IN THE FINISHED WORK. 2. CLEAN STONE PRIOR TO INSTALLATION, LEAVING EDGES AND SURFACES FREE OF DIRT OR FOREIGN MATERIAL. DO NOT USE WIRE BRUSHES OR IMPLEMENTS WHICH MARK OR DAMAGE EXPOSED SURFACES. 3. ESTABLISH ACCURATE LINES, LEVELS, AND COURSING. 4. INSTALL STONE IN ACCORDANCE WITH THE APPROVED SHOP DRAWINGS AND THE STONE SUPPLIER'S RECOMMENDATIONS. OBTAIN ARCHITECT APPROVAL PRIOR TO MAKING FIELD MODIFICATIONS. 5. ALLOWABLE INSTALLATION TOLERANCES: a. JOINT WIDTH: MAXIMUM OF PLUS OR MINUS 1/16 INCH FROM THE JOINT WIDTH INDICATED. b. JOINT TAPER: 1/8 INCH IN 10 FEET MAXIMUM TAPER, WITH THE JOINT FACE WIDTH NOT EXCEEDING THE TOLERANCE SPECIFIED. c. STEP IN FACE ALIGNMENT BETWEEN STONE FACES: 1/16 INCH MAXIMUM. DIVISION 3 - CONCRETE DIVISION 4 - MASONRY GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 CC O P Y R I G H TG L O B E A T E L I Ê SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE REV#ISSUEPROJECT:2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS KATHRYN CULLEY-RAPATA, AIA PH: 510-459-5136 STATUS: g l o b e a t e l i ê GA25-WSI024 LANDLORD / PERMIT SETSTATION TWELVE3105 SHERIDAN DRIVE, SUITE #678 | BUILDING F1,AMHERST, NY 14226FEASIBILITY SET05-15-2025 PRELIMINARY SET06-19-2025 LL / PERMIT SET09-09-2025 A14.04 SPECIFICATIONS STAFF PS 5. FASTENING: a.INSTALL ALL ITEMS STRAIGHT, TRUE, LEVEL, PLUMB, AND FIRMLY ANCHORED IN PLACE. COORDINATE WITH OTHER TRADES TO ENSURE PLACEMENT OF ALL REQUIRED BACKING AND BLOCKING IN A TIMELY MANNER. b.USE TRIM HEAD SCREWS OR NAIL TRIM WITH FINISHING NAILS OF PROPER DIMENSION TO HOLD THE MEMBER FIRMLY IN PLACE WITHOUT SPLITTING THE WOOD. c.ANCHOR SOLID PANELS AND WIDE PIECES WITH PROVISIONS FOR MOVEMENT PERPENDICULAR TO GRAIN. d.ON EXPOSED FINISH WORK, SET ALL NAILS AND TRIM HEAD SCREWS FOR PUTTY. e.SCREW, DO NOT HAMMER-DRIVE, ALL WOOD SCREWS. PREDRILL IF NECESSARY TO PREVENT SPLITTING. f. ALIGN AND SPACE FASTENERS FOR UNIFORM PATTERN WHERE POSSIBLE, NO "SHOTGUN" PATTERNS WILL BE ACCEPTED. g.COUNTERSINK AND PLUG FLATHEAD SCREW HOLES USING WOOD PLUGS WITH GRAIN PARALLEL AND COLORING SIMILAR TO PIECE BEING SECURED. 6. CURVED TRIM SHALL BE INSTALLED TO MINIMIZE STRESS ON FASTENERS, AND IN A MANNER WHICH WILL PRESENT A UNIFORM CURVE ACROSS END TO END JOINTS. J.INSTALLATION OF MISCELLANEOUS ITEMS 1. VANITY TOPS: INSTALL PLYWOOD FIRMLY SCREWED IN PLACE, FLAT, AND LEVEL. USE SINGLE PANELS FOR EACH DISTINCT VANITY TOP. 2.INSTALL ALL OTHER ITEMS IN STRICT ACCORDANCE WITH THE DRAWINGS, AND THE PUBLISHED RECOMMENDATIONS OF THE MANUFACTURER OF THE ITEM, ANCHORING FIRMLY IN PLACE AT THE PRESCRIBED LOCATION, STRAIGHT, PLUMB, LEVEL, AND SECURELY ANCHORED. K.FIELD FINISHING: 1.SANDPAPER ALL WOOD SURFACES THOROUGHLY AS REQUIRED TO PRODUCE A UNIFORMLY SMOOTH SURFACE, ALWAYS SANDING IN THE DIRECTION OF THE GRAIN; NO COARSE GRAINED SANDPAPER MARK, HAMMER MARK, OR OTHER IMPERFECTIONS WILL BE ACCEPTED. 2.SEE SECTION 099000 FOR FINISHING OF WOODWORK NOT FINISHED UNDER THIS SECTION. L.CLEAN-UP 1. MAINTAIN THE PREMISES IN A NEAT, SAFE, AND ORDERLY CONDITION AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK, FREE FROM ACCUMULATION OF SAWDUST, CUT-ENDS, AND DEBRIS. 2. AT THE END OF EACH WORKING DAY, OR MORE OFTEN IF NECESSARY, THOROUGHLY SWEEP AND/OR VACUUM ALL SURFACES WHERE REFUSE FROM THIS PORTION OF THE WORK HAS SETTLED. 3. REPAIR OR REPLACE OR OTHERWISE RESTORE TO NEW CONDITION ALL ITEMS DAMAGED BY WORK OF THIS SECTION. 0737129 - WOOD SHINGLE ROOFING 1. GENERAL A. SECTION INCLUDES: 1) CEDAR SHINGLE ROOFING, WITH UNDERLAYMENT, HEADWALL AND EAVE PROTECTION, AND ASSOCIATED PROTECTIVE FLASHINGS. 2) SUBMITIALS: PRODUCT DATA ON WOOD SHINGLES. 2. PRODUCTS A. WESTERN RED CEDAR SHIGLES - CERTI-GUARD TREATED CERTIGRADE SHINGLES, NUMBER 1 GRADE, BLUE LABEL. EIGHTEEN (18) INCH “GPERFECTION”H LENGTH, WITH 5/2 INCH BUTT, LAID 6 INCH TO THE WEATHER. SHINGLE WIDTH NO LESS THAN 4 INCHES, CONFIRM AVERAGE AND MAXIMUM RANGE. B. UNDERLAYMENT: ASTM 0226, NO. 30 UNPERFORATED ASPHALTFELT. C. FASTENERS: 1) NAILS: HOT-DIPPED GALVANIZED STEEL, OR STAINLESS STEEL; SUFFICIENT LENGTH TO PENETRATE SHEATHING 1/2" TO 3/4'; 3D FOR 18" SHINGLES; 4D FOR 24 INCH SHINGLES. D. PLASTIC CEMENT: ASTM D2822; CUTBACK ASPHALTIC TYPE WITH MINERAL FIBER COMPONENTS. E. LAP CEMENT: FIBRATED CUTBACK ASPHALTIC TYPE, FOR USE AS COLO APPLICATION ADHESIVE ON ASPHALT ROOFING OR UNDERLAYMENT. F. SHEET METAL FLASHING AND TRIM. PROVIDED UNDER THE WORK OF SECTION 076200. G. FABRICATION: 1) FLASHING: FORM FLASHINGS TO PROTECT ROOF ASSEMBLY AND SHED WATER FORM SECTIONS SQUARE, TRUE, AND ACCURATE TO PROFILE, IN MAXIMUM POSSIBLE LENGTHS, FREE FROM DISTORTION AND OTHER DEFECTS DETRIMENTAL TO APPEARANCE OR PERFORMANCE. 3. EXECUTION A. INSTALLATION - GENERAL 1) INSTALL SHINGLES IN COMPLIANCE WITH CEDAR SHAKE AND SHINGLE BUREAU (CSSB) RECOMMENDATIONS. 2) INSTALL WOOD SHINGLE ROOFING OVER DRY SURFACE8.-FREE OF RIDGES, WARPS, AND VOIDS. 3) COORDINATE INSTALLATION OF ROOF MOUNTED COMPONENTS, OR WORK PROJECTING THROUGH ROOF. VERIFY ROOF OPENINGS ARE FRAMED, SIZED, AND LOCATED PRIOR TO INSTALLING WORK OF THIS SECTION. 4) INSTALL DOUBLE LAYER OF SHINGLES OVER UNDERLAYEMENT AS STARTER COURSE. INSTALL UNDERLAYMENT AT EAVES AND GABLES AS SPECIFIED BELOW. 5) LAP UNDERLAYMENT OVER TOP 3 INCHES OF EACH ROW OF SHINGLES AND ONTO SHEATHING. 6) COMPLETED INSTALLATION SHALL FURNISH WEATHERTIGHT SERVICE. B. EAVE PROTECTION INSTALLATION 1) PLACE EAVE EDGE AND GABLE EDGE FLASHINGS TIGHT TO FACIA BOARDS. WEATHER LAP JOINTS 2 INCHES AND SEAL WITH PLASTIC CEMENT. SECURE DECK FLANGE WITH FASTENERS SPACED 6 INCHES CC. 2) APPLY 4 INCH WIDE BAND OF PLASTIC CEMENT OVER DECK FLANGE OF EAVE EDGE FLASHINGS, AND EMBED AN 18 INCH WIDE STRIP OF UNDERLAYMENT. PLACE UNDERLAYMENT WITH EAVE EDGEFLUSH WITH FACE OF FLASHINGS. SECURE IN PLACE. LAP ENOS MINIMUM 6 INCHES. 3) APPLY LAP CEMENIT AT RATE OF APPROXIMATELY 1-1/4 GAL/SQUARE ON UNDERLAYMENT STARTER STRIP. 4) STARTING FROM EAVE EDGE OF STARTER STRIP, LAY ADDITIONAL 36 INCH WIDE STRIPS OF UNDERLAYMENT IN LAPENT, TO PRODUCE A TWO PLY MEMBRANE. WEATHER LAP PLIES MINIMUM 19 INCHES AND NAIL IN PLACE. LAP ENDS MINIMUM 6 INCHES. STAGGER END JOINTS OF EACH CONSECUTIVE PLY. C. UNDERLAYMENT INSTALLATION 1) PLACE ONE PLY OF UNDERLAYMENT OVER AREA NOT PROTECTED BY EAVE MEMBRANE, WITH ENDS AND EDGES ATHERLAPPED MINIMUM 4 INCHES. STAGGER END LAPS OF EACH CONSECUTIVE LAYER. NAIL PROTECTIVE UNDERLAYMENTTO HOLD IN PLACE. 2) INSTALL PROTECTIVE UNDERLAYMENT PERPENDICULAR TO SLOPE OF ROOF. 3) WEATHER LAP UNDERLAYMENT MINIMUM 4 INCHES OVER EAVE MEMBRANE. 4) WEATHER LAP AND SEAL ITEMS PROJECTING THROUGH OR MOUNTED ON ROOF WITH PLASTIC CEMENT. D. FLASHING INSTALLATION 1) INSTALL FLASHINGS IN ACCORDANCE WITH CSSB REQUIREMENTS. 2) WEATHER LAP JOINTS MINIMUM 2 INCHES AND SEAL WITH PLASTIC CEMENT. SECURE IN PLACE WITH FASTENERS AT6 INCHES OC. CONCEAL FASTENINGS. 3) HEADWALLFLASHING: A) HEADWALLFLASHING SHALL EXTEND A MINIMUM OF'5INCHES ON EACH SIDE. B) HEADWALL FLASHING SHALL PREFORMED TO ROOF/WALL ANGLE. E. SHINGLE INSTALLATION 1) LAY SHINGLES IN ACCORDANCE WITH CSSB REQUIREMENTS. ALLOW 1/3 MAXIMUM EXPOSURE OF SHINGLE LENGTH. STAGGER TO AVIOD VERTICAL ALIGNMENT OF JOINTS. 2) INSTALL WITH EVEN-BUTT AND OPEN KEY WAY. 3) PROVIDE DOUBLE COURSE AT EAVES. EXTEND FIRST COURSE L-1/2 INCHES BEYOND FACE OF FACIA BOARDS. 4) SHINGLES SHALL BE SPACED 1/4 TO 3/8 INCH APART. 5) FASTENING: A) FASTENERS SHALL BE DRIVEN FLUSH TO THE WOOD SURFACE, AND SHALL NOT BE OVER-DRIVE TO CRUSH THE WOOD FIBERS. B) PLACE FASTENERS _”H TO 1”H FROM THE EDGE OF THE SHINGLE, AND 1”H TO 2”H ABOVE THE BUTT LINE OF THE COURSE TO FOLLOW. 6) JOINTS SHALL BE OFFSET 1-112 INCH, AND JOINTS IN 3 ADJACENT COURSES SHOULD NIOT BE IN ALIGNMENT. F. FINISH 1) SHINGLES: AS INDICATED AND SCHEDULED ON THE DRAWINGS. 1. GENERAL A. SECTION INCLUDES: 1) EXTERIOR WOOD SHINGLE SIDING. 2) EXTERIOR WOOD MOULDINGS AND TRIM. 3) AIR-MOISTURE BARRIER. 4) METAL SUBFRAMING. 5) RIGID INSULATION 6) RELATED FLASHINGS, ACCESSORIES, AND FASTENINGS. B. SUBMITIALS: 1) SAMPLES: EACH TYPE OF SIDING, MOULDING AND TRIM FURNISHED UNDER THIS SECTION. SAMPLES SHALL BE ACCURATE REPRESENTATIONS OF MATERIALS WHICH WILL 8E INSTALLED IN THE WORK AND SHALL BE LARGE ENOUGH TO SHOW CHARACTERISTICS OFTHE MATERIALS WHICH WILL BE VISIBLE IN THE FINISHED WORK. SIDING PURCHASE SHALL NOT OCCUR UNTIL SAMPLES ARE APPROVED BY THE ARCHITECT. 2. PRODUCTS A. SIDING MATERIALS: 1) SHAKES: NUMBER 1 EASTEN WHITE CEDAR SHAKE, CUSTOM MANUFACTURED BY DOW'S MILL, FIRE TREATED BY SUPPLIER. HAND SPLIT, 24 INCH LENGTH, WITH HEAVY _ INCH BUTT LAID 8 INCHES TO THE WEATHER. SHAKE WIDTHS NO LESS THAN 4 INCHES, CONFIRM AVERAGE WIDTH AND MAXIMUM RANGE. 2) ROOF GRADE: NO KNIOTS, CLEAR WOOD IN THE 8”H EXPOSURE ZONE. 3) WOOD MOULDINGS AND TRIM: AS INDICATED AND SCHEDULED ON THE DRAWINGS. B. AIREMOISTURE BARRIER: PROVIDED UNDER THE WORK OF SECTION 072700. C. FLEXIBLE FLASHING: HENRY COMPANY ‹BLUESKIN‹ 40 MIL THICKNESS. D. SHEET METAL FLASHING AND TRIM. PROVIDED UNDER THE WORK OF SECTION 076200. E. ACCESSORIES: 1) SUBFRAMING: A) HORIZONTAL SUB-GIRT SYSTEM: ASTM A653; 18 GAGE (0.047 INCH) ROLL-FORMED, GALVANIZED STEEL 02" SHAPED GIRTS; HOT DIP GALVANIZED. B) VERTICAL FURRING CHANNELS: APPROXIMATELY 2-112‹ X 118‹HAT PROFILE; GALVANIZED. 2) PLYWOOD SHEATHING: 3/4 INCH THICK FIRE TREATED EXTERIOR GRADE SHEATHING PROVIDED UNDER THE WORK OF SECTION 061000. 3) EXTRUDED CELLULAR POLYSTYRENE BOARD: PROVIDED UNDER THE WORK OF SECTION 072100. 4) FASTENERS: HOT DIPPED GALVANIZED OR STAINLESS STEEL; COUNTERSUNK; SELF TAPPING FOR STEEL FRAMING; SUFFICIENT LENGTH TO PENETRATE METAL FRAMING A MINIMUM OF 112 INCH. 5) SHINGLE NAILS: HOT-DIPPED GALVANIZED STEEL, OR STAINLESS STEEL; SUFFICIENT LENGTH TO PENETRATE SHEATHING 1/2' TO 314'; 3D FOR 18' SHINGLES. 6) PRIMER: PROVIDED UNDER THE WORK OF SECTION 099000. 3. EXECUTION A. EXAMINATION 1) PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OFTHIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 2) DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. B. PREPARATION: 1) BACK KERFING: BACK KERF TRIM WHERE NECESSARY TO PREVENT WARPAGE AND WHERE INDICATED ON DRAWINGS. 2) EXTERIOR WOOD SHINGLES SIDING MOULDINGS ANO TRIM: IF PREPRIMED MATERIAL IS NOT USED, AFTER SITE ACCLIMATION AND PRIOR TO INSTALLATION, PRIME SIDING AND TRIM IN ACCORDANCE WITH SECTION 099000. PRIME ALL SIDES AND EDGES. PRIME ALL FIELD CUT EDGES, C. INSTALLATION - GENERAL 1) INSTALL SHAKES 8 INCH LAID TO THE WEATHER. SHINGLES WIDTHS NO LESS THAN 4 INCHES, CONFIRM AVERAGE AND MAXIMUM RANGE. 2) SUPPORTFRAMING INSTALLATION: A) COOROIANTE INSTALLATION OF SUPPORTFRAMING WITH INSTALLATION OF THE RIGID INSULATION PROVIDED IN SECTION 072100. B) SCREW FASTEN Z SHAPED HORIZONTAL SUB GIRT SYSTEM OVER METAL FRAMING AS NECESSARY TO RECEIVE RIGID INSULATION, PLYWOOD SHEATHING AND WOOD SHINGLES AND TRIM. C) ARRANGE Z FURRING TO ORAIN WATER TO THE OUTSIDE OF THE BUILDING. D) SCREW FASTEN PLYWOOD SHEATHING TO Z FURRING GIRT SYSTEM 3) LIQUID APPLIED AIR-MOISTURE BARRIER SYSTEM: INSTALL OFER PLYWOOD SHEATHING; REFER TO SECTION 072700 4) INSTALL METAL FLASHINGS AT SILLS, AND HEAD OF WALL OPENINGS TO ENSURE WATER FLOW TO THE EXTERIOR. 5) FLEXIBLE FLASHING: A) PROVIDE 6 INCH WIDE FLEXIBLE FLASHING STRIPS AT WINDOW, DOOR, AND OTHER WALL PENETRATIONS. B) LAP TO THE FRAME OF THE PENETRATING ELEMENT AS NECESSARY SEAL PERIMETER JOINT, BUT NOT SO THAT THE MEMBRANE WILL BE EXPOSED IN THE FINISHED WORK. C) INSTALL STRIPS IN SEQUENCE; FIRST AT THE SILL, NEXT AT THE JAMB, AND LAST AT THE HEAD CONDITION. LAP ALL STRIPS TO WEATHER. D) INTEGRATE FLEXIBLE FLASHING WITH BUILDING AIR-MOISTURE BARRIER AND RELATED METAL FLASHING AS NECESSARY TO SHED WATER AND LAP TO WEATHER 6) VERTICAL FURRING CHANNELS AT MOO PANEL SIDING; A) INSTALL FURRING AND SUPPORTING MEMBERS SIZED AND ACCURATELY LOCATED TO RECEIVE FASTENERS. B) SCREW FASTEN VERTICAL HAT PROFILE FURRING CHANNELS TO HORIZONTAL SUB GIRT SYSTEM THROUGH SHEATHING TO METAL FRAMING SYSTEM. 7) GENERAL INSTALLATION REQUIREMENTS FOR SIDING AND TRIM: A) ARRANGE COMPONENTS TO ENCOURAGE WATERSHED. SECURELY FASTEN IN PLACE, ALIGNED, LEVEL, AND PLUMB. CUT 80ARD ENDS OVER BEARING SURFACES. B) EXERCISE CARE WHEN SITE CUTTING. CUT EDGES SHALL BE SMOOTH AND CLEAN. SEAL PRIME ALL CUT EDGES. C) ALLOW 1/8 INCH SPACE FOR SEALANT IF INDICATED AT ADJACENT CONSTRUCTION, AND BETWEEN SIDING AND TRIM. D) ALIGN COURSING WHEREVER POSSIBLE. E) FABRICATE EXPOSED SURFACES OF SPECIAL SHAPES TO A UNIFORM PROFILE FREE OF SAW MARKS AND OTHER SURFACE IRREGULARITIES. F) COMPONENTS SHALL BE PLUMB AND LEVEL UNLESS INDICATED OTHERWISE. 8) GENERAL FASTENING REQUIREMENTS: A) WOOD SHAKES AND TRIM INSTALL USING NAILS AND SCREWS INTO PLYWOOD SHEATHING. B) SURFACES TO RECEIVE PAINT: COUNTERSINK NAILS AND SCREWS AND PUTTY OVER FLUSH WITH AOJACENT SURFACES. C) ARRANGE FOR ORDERLY FASTENING PATIERN. D) ADHESIVE JOINTS SHALL HAVE NO SQUEEZE OUT. 9) SHINGLE INSTALLATION: A) LAY SHAKES IN ACCORDANCE WITH CSSB REQUIREMENTS TO PRODUCE STRAIGHT COURSING PATIERN WITH 8 INCH WEATHER EXPOSURE. ALLOW 1/3 MAXIMUM EXPOSURE OF SHINGLE LENGTH. STAGGER TO AVIOD VERTICAL ALIGNMENT OF JOINTS. B) INSTALL WITH EVEN-BUTT AND OPEN KEY WAY. C) PROVIDE DOUBLE COURSE AT WALL BASES. D) SHAKES SHALL BE SPACED 1/4 INCH APART. E) JOINTS SHALL BE OFFSET 1-1/2”H , AND JOINTS IN 3 ADJACENT COURSES SHOULD NOTBE IN ALIGNMENT. F) FASTENING: (1) FASTENERS SHALL BE DRIVEN FLUSH TO THE WOOD SURFACE, AND SHALL NOT BE OVERDRIVEN TO CRUSH THE WOOD FIBERS. (2) PLACE FASTENERS _”H TO 1”H FROM THE EDGE OF THE SHINGLE AND 1”H TO 2”H ABOVE THE BUTT LINE OF THE COURSE TO FOLLOW. G) LAID UP, PANELIZED SYSTEM IS ALLOWABLE. 10) TRIM: A) SCREW SECURELY AT EACH SUPPORT. B) AT SOLID BACKING, FASTEN SECURELY WITH SCREWS 1”H FROM THE EDGE AT 12”H ON CENTER. C) ALLOW SPACE FOR SEALANT AND FLASHING. 11) FINISH A) SHAKES: AS SCHEDULED IN DRAWINGS IN ACCORDANCE WITH SECTION 099000. 076200 SHEET METAL FLASHING AND TRIM A. SUBMITTALS: 1. SUBMIT THREE SAMPLES REPRESENTATIVE OF FINISH AND COLOR OF FLASHING MATERIALS EXPOSED TO VIEW IN THE FINISHED WORK. 2. SHOP DRAWINGS: INDICATE MATERIAL, PROFILE, JOINTING PATTERN, JOINTING DETAILS, MATERIALS, GAGES, FASTENING METHODS, AND INSTALLATION DETAILS. B. QUALITY ASSURANCE: 1. APPLICATOR: COMPANY SPECIALIZING IN SHEET METAL FLASHING WORK WITH 5 YEARS MINIMUM EXPERIENCE. 2. UNLESS INDICATED OR SPECIFIED OTHERWISE, PERFORM WORK IN ACCORDANCE WITH THE RECOMMENDATIONS OF SMACNA. C. MATERIALS: 1. GALVANIZED STEEL SHEET: ASTM A525; G90 GALVANIZED FINISH, EXCEPT PROVIDE A60 WHERE SPECIAL FINISH IS USED. 2. ACCESSORIES: a. FASTENERS FOR GALVANIZED STEEL SHEET: GALVANIZED STEEL; SOFT NEOPRENE WASHERS AT EXPOSED FASTENERS. FINISH EXPOSED FASTENERS SAME AS FLASHING METAL. b. BUTYL RUBBER SEALANT: ONE OF THE FOLLOWING: 1) (CURTAIN WALL SEALANT, BY TREMCO; 2) (ADCOSEAL BP-400, BY ADCO PRODUCTS, INC. c. POLYURETHANE SEALANT: ONE OF THE FOLLOWING: 1) (CHEM-CALK 900, BY BOSTIK CONSTRUCTION PRODUCTS DIVISION OF EMHART; 2) (DYNATROL I, BY PECORA CORP; 3) (SONOLASTIC NP I, BY SONNEBORN-CONTECT; 4) (RUBBER CAULK 6000, BY PRC. d. FLEXIBLE FLASHING: "VYCOR ULTRA," BY W.R. GRACE (800-354-5414), OR APPROVED. e. REGLETS: TYPES AS INDICATED; GALVANIZED STEEL OR RIGID EXTRUDED PVC; MANUFACTURED BY FRY REGLET CO. OR APPROVED; ENDS COVERED WITH PLASTIC TAPE. f. LEAD SHEET: 4 PSF. D. SPECIAL FINISH MATERIALS: 1. EPOXY PRIMER: TNEMEC SERIES SERIES 69 HI-BUILD EPOXOLINE II, CARBOLINE 888, AMERON "AMERCOAT 385," OR APPROVED. 2. URETHANE FINISH COATS: TNEMEC SERIES 75 "ENDURA-SHIELD III" ACRYLIC POLYURETHANE ENAMEL, CARBOLINE "D833," AMERON "AMERCOAT 450SA," OR APPROVED; SEMI-GLOSS OR SATIN SHEEN; CUSTOM COLORS AS SELECTED BY THE ARCHITECT. E. FABRICATION: 1. FABRICATE ALL FLASHING TO DETAIL AND AS SPECIFIED. USE MINIMUM 24 GAGE GALVANIZED STEEL SHEET UNLESS INDICATED OR SPECIFIED OTHERWISE. 2. PARAPET CAPS: 22 GAGE; JOINTS IN ACCORDANCE WITH SMACNA PLATE 77, FIGURE A; BUTT AND BACKUP PLATE JOINT J2. 3. SCUPPERS: 20 GAGE GALVANIZED STEEL SHEET; SOLDERED JOINTS. 4.VENT FLASHING: SMACNA PLATE 66, FIGURES B AND C AS APPLICABLE. 5. SHOP FINISHES: a. PREPARATION: 1) PREPARE SURFACES IN ACCORDANCE WITH THE SPECIAL FINISH MANUFACTURER'S RECOMMENDATIONS. 2) SOLVENT CLEAN IN ACCORDANCE WITH SSPC-SP1; ABRADE SURFACES WITH METAL PREPARATION PAD. b. SPRAY APPLY PRIMER AND FINISH COATS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS; ONE COAT PRIMER; 1 FINISH COAT. c. FINISH SHALL BE FREE OF DUST, DIRT, FLOW LINES, STREAKS, SAGS, BLISTERS, PINHOLES, RUNS, OR OTHER SURFACE IMPERFECTIONS. d. PROVIDE SHOP FINISHED SHEET METAL AT ALL FLASHING AND SHEET METAL EXPOSED PORTIONS OF FLASHINGS, COPINGS, AND SCUPPERS. F. INSTALLATION: 1. INSTALL STARTER AND EDGE STRIPS, AND CONTINUOUS CLEATS BEFORE STARTING INSTALLATION. 2. SURFACE MOUNTED REGLETS: INSTALL TRUE TO LINES AND LEVELS; SEAL TO WALL WITH NEOPRENE GASKET; SEAL TOP OF REGLETS WITH POLYURETHANE SEALANT. 3. INSERT FLASHINGS INTO REGLETS TO FORM TIGHT FIT; SECURE IN PLACE; SEAL FLASHINGS INTO REGLETS WITH POLYURETHANE SEALANT. 4. FASTENING: A. SECURE FLASHINGS USING CONTINUOUS CLEATS WHENEVER POSSIBLE. USE EXPOSED FASTENERS ONLY IN SEMI-EXPOSED LOCATIONS, UNLESS APPROVED BY THE ARCHITECT. B. FASTENERS SHALL BE PLACED AT 8 INCHES ON CENTER THROUGH SLOTTED HOLES. C. FOR NAILING INTO CONCRETE, DRILL HOLES AND USE PLUGS. D. FOR NAILING INTO WOOD, USE BARBED ROOFING NAILS, 1-1/4 INCHES LONG BY ELEVEN GAGE. E. FIT FLASHINGS TIGHT IN PLACE. MAKE CORNERS SQUARE, SURFACES TRUE AND STRAIGHT IN PLANES, AND LINES ACCURATE TO PROFILES. F. MAKE WATERTIGHT CONNECTIONS BETWEEN SCUPPERS AND ADJACENT ROOFS, WALLS, AND FLASHINGS. SEAL ALL LAPS. G. COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF SURFACE MOUNTED REGLETS. H. INSTALL FLASHINGS WITH PROVISION FOR PLUS OR MINUS 1/16 INCH THERMAL MOVEMENT AT EACH END; PROVIDE EXPANSION JOINTS AT 10'-0" O.C., MAXIMUM. I. SEAL CONCEALED LAP JOINTS IN WITH TWO PARALLEL BEADS OF BUTYL SEALANT; USE BUTYL SEALANT WHERE BEDDING SEALANT IS INDICATED OR REQUIRED. 5. USE FLEXIBLE FLASHING IN LOCATIONS INDICATED, AND UNDER ALL COPINGS AND CURB FLASHINGS. 078400 FIRESTOPPING A. SUMMARY: FIRESTOPPING MATERIAL FOR PENETRATIONS IN FIRE-RATED CONSTRUCTION. B. SYSTEM DESCRIPTION: 1. EACH FIRESTOPPING SYSTEM SHALL BE SELECTED TO MAINTAIN FIRE RATING OF THE ASSEMBLY IN WHICH IT USED. 2. FIRESTOPPING SYSTEMS SHALL BE RESILIENT AS NECESSARY TO ACCOMMODATE DIFFERENTIAL MOVEMENT BETWEEN ASSEMBLIES. 3. WHERE FIRESTOPPING IS USED TO SEAL PENETRATIONS THROUGH FLOORS WITH WATERPROOF MEMBRANES, SYSTEM SHALL BE SELECTED FOR COMPATIBILITY WITH MEMBRANE MATERIAL. C. QUALITY ASSURANCE: 1. PRIOR TO INSTALLATION OF FIRE STOPPING SYSTEMS OBTAIN APPROVAL FROM THE JURISDICTIONAL CODE AUTHORITIES FOR THE FIRE STOPPING SYSTEMS AND APPLICATIONS PROPOSED. NOTIFY THE ARCHITECT IF APPROVAL CANNOT BE OBTAINED. 2. FIRESTOPPING: TESTED IN ACCORDANCE WITH ASTM E119, ASTM E814, OR UL 1479 TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. PROVIDE F RATED ASSEMBLIES, EXCEPT WHERE T RATED ASSEMBLIES ARE REQUIRED BY THE CODE AUTHORITY. 3. FIRESTOPPING SYSTEMS SHALL BE UL LISTED ASSEMBLIES. D. PRODUCTS: 1. FIRESTOPPING SYSTEMS: SYSTEMS MEETING THE REQUIREMENTS SPECIFIED AND SUITABLE FOR THE CONDITIONS INDICATED. E. INSTALLATION: 1. PROVIDE FIRESTOPPING AT MECHANICAL, ELECTRICAL, AND PLUMBING PENETRATIONS THROUGH FIRE RATED FLOORS, WALLS, AND CEILINGS, AND OTHER LOCATIONS AS INDICATED ON THE DRAWINGS. 2. INSTALL FIRESTOPPING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND AS NECESSARY TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. 3. WHERE FIRESTOPPING IS USED TO SEAL AROUND PENETRATIONS THROUGH WATERPROOF MEMBRANES, INSTALL TO MAINTAIN INTEGRITY OF WATERPROOF BARRIER. 4. PATCHING OF HOLES IN EXISTING CONSTRUCTION: A. FILL OPEN HOLES WHICH REMAIN AFTER REMOVAL OF EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS, PATCH AND REPAIR HOLES AS NECESSARY TO MATCH THE ADJACENT CONSTRUCTION AND TO MAINTAIN THE FIRE RATING OF THE ASSEMBLIES. FIRESTOPPING SYSTEMS MAY BE USED TO FILL HOLES WHICH WILL BE CONCEALED IN THE FINISH CONSTRUCTION. B. WHERE FIRESTOPPING SYSTEMS ARE USED TO FILL FLOOR OPENINGS IN OCCUPIED AREAS, PROVIDE MINIMUM 16 GAGE SHEET METAL COVERS AS NECESSARY TO SUPPORT FLOOR LOADS AND TO PREVENT DAMAGE TO THE FIRE STOPPING ASSEMBLIES. SECURE SHEET METAL AS NECESSARY TO PREVENT IRREGULARITIES FROM TELEGRAPHING THROUGH THE FLOOR FINISHES OVER THE SHEET METAL. 078500 FIRE RATED JOINTS A. SUMMARY: 1. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES IN FIRE-RATED CONSTRUCTION, INCLUDING JOINTS AT THE FOLLOWING LOCATIONS: A.WHERE PARTITION HEADS MEET THE UNDERSIDE OF OVERHEAD FLOOR OR ROOF CONSTRUCTION. B.WHERE FLOOR AND ROOF CONSTRUCTION MEETS EXTERIOR PERIMETER WALL CONSTRUCTION. C.JOINTS IN FIRE RATED CONCRETE OR MASONRY WALLS. 2.REQUIREMENTS FOR FIRE RATED CONSTRUCTION JOINT ASSEMBLY COMPONENTS PROVIDED IN OTHER SECTIONS. B.REFERENCES: 1.AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) A.E119 - METHOD FOR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS 2.UNDERWRITERS LABORATORIES (UL) A.STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS. 3.APPLICABLE CODES AND ORDINANCES ENFORCED BY THE JURISDICTION HAVING AUTHORITY OVER THE PROJECT, AS INDICATED ON THE CONTRACT DOCUMENTS. C.SUBMITTALS: 1.PRODUCT DATA: SUBMIT FOR EACH PROPRIETARY FIRE RATED MATERIALS AND COMPONENTS. 2.SUBMIT DRAWINGS OF EACH FIRE RATED CONSTRUCTION JOINT ASSEMBLY PROPOSED, SHOWING ALL COMPONENTS AND INSTALLATION DETAILS. INCLUDE TEST NUMBER. D.SYSTEM DESCRIPTION: 1.EACH FIRE RATED CONSTRUCTION JOINT ASSEMBLY SHALL BE SELECTED TO MAINTAIN FIRE RATING OF THE ASSEMBLY IN WHICH IT USED. 2.EACH FIRE RATED CONSTRUCTION JOINT ASSEMBLY SHALL BE RESILIENT AS NECESSARY TO ACCOMMODATE DIFFERENTIAL MOVEMENT BETWEEN ASSEMBLIES. E.QUALITY ASSURANCE: 1.FIRE RATED CONSTRUCTION JOINT ASSEMBLIES: SUCCESSFULLY TESTED IN ACCORDANCE WITH ASTM E119, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. 2.FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. 3.FOR PROJECTS LOCATED IN THE CITY OF LOS ANGELES, FIRE RATED CONSTRUCTION JOINT ASSEMBLY SHALL BE IN COMPLIANCE WITH CITY OF LOS ANGELES RESEARCH REPORT 24962, OR AS OTHERWISE ACCEPTED BY THE CITY OF LOS ANGELES FOR THE APPLICATIONS. F.FIRE RATED CONSTRUCTION JOINT ASSEMBLIES: 1.METAL STUD PARTITION HEAD CONSTRUCTION JOINT ASSEMBLY: A.SYSTEM BASED ON UL ASSEMBLIES LISTED ON THE DRAWINGS. B.FIRE RATED RUNNER: "FIRE TRAK" BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800). C.GYPSUM BOARD: AS SPECIFIED IN SECTION 092900. D.MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. 2.METAL STUD PARTITION HEAD CONSTRUCTION JOINT ASSEMBLY: BASED ON UL ASSEMBLIES LISTED ON THE DRAWINGS. A.FIRE RATED RUNNER: CONFORM TO SECTION 092200; MINIMUM 20 GAGE; MINIMUM 2 INCH LEGS. B.GYPSUM BOARD: AS SPECIFIED IN SECTION 092900. C.RESTRAINING ANGLES: AS SPECIFIED IN SECTION 092200. D.FILL, VOID, OR CAVITY MATERIAL: USG TYPE FC "FIRE CODE" COMPOUND. E.FORMING MATERIAL: 4 LBS/CF DENSITY; "THERMAFIBER" SAFING INSULATION BY USG INTERIORS, INC.; PREFORMED MINERAL FIBER; FLAME SPREAD OF 25 OR LESS AND A SMOKE DEVELOPED OF 50 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84; 4 LBS/CF USG CW40. G.INSTALLATION: 1.INSTALL CONSTRUCTION JOINT ASSEMBLIES IN ACCORDANCE WITH THE FIRE RATED ASSEMBLIES LISTED, AND AS NECESSARY TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. 2.COORDINATE INSTALLATION OF INTEGRAL COMPONENTS AS NECESSARY TO ENSURE THE FIRE RATING OF THE ASSEMBLIES. 079200 JOINT SEALANTS A. SECTION INCLUDES: 1.CLEANING AND PREPARATION OF JOINT SURFACES. 2.SEALANT AND BACKING MATERIALS. B. SUBMITTALS: 1.PRODUCT DATA: FOR EACH TYPE OF SEALANT TO BE PROVIDED 2.SAMPLES: A.SUBMIT CURED SAMPLES OF EACH SEALANT TYPE AND COLOR PROPOSED FOR THE WORK [INCLUDING SAMPLES OF SANDED SEALANT WHERE PROPOSED FOR USE WITH THE PRECAST AND STONE VENEER PANELS. FOR SANDED SAMPLES, SUBMIT A RANGE OF SANDED SEALANT SAMPLES FOR SELECTION]. B.FOR EACH SEALANT TYPE INDICATED FOR "COLOR AS SELECTED," OR FOR WHICH NO COLOR IS INDICATED, SUBMIT COLOR CARD INDICATING AVAILABLE STOCK COLORS FROM MANUFACTURER'S COMPLETE LINE OF PRE-FORMULATED COLORS FOR EACH TYPE OF SEALANT. 3.SCHEDULE OF SEALANT COLORS AND RESPECTIVE LOCATIONS. C. QUALITY ASSURANCE: 1.VERIFY THAT SEALANTS ARE COMPATIBLE WITH THE SUBSTRATES AND ACCESSORY MATERIALS PROVIDED UNDER OTHER SECTIONS. NOTIFY ARCHITECT OF EVIDENCE OF INCOMPATIBILITY. D. GUARANTEE: FURNISH EXTERIOR SEALANT MANUFACTURER'S STANDARD GUARANTEE. GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 CC O P Y R I G H TG L O B E A T E L I Ê SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE REV#ISSUEPROJECT:2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS KATHRYN CULLEY-RAPATA, AIA PH: 510-459-5136 STATUS: g l o b e a t e l i ê GA25-WSI024 LANDLORD / PERMIT SETSTATION TWELVE3105 SHERIDAN DRIVE, SUITE #678 | BUILDING F1,AMHERST, NY 14226FEASIBILITY SET05-15-2025 PRELIMINARY SET06-19-2025 LL / PERMIT SET09-09-2025 A14.05 SPECIFICATIONS STAFF PS 5. FASTENING: a.INSTALL ALL ITEMS STRAIGHT, TRUE, LEVEL, PLUMB, AND FIRMLY ANCHORED IN PLACE. COORDINATE WITH OTHER TRADES TO ENSURE PLACEMENT OF ALL REQUIRED BACKING AND BLOCKING IN A TIMELY MANNER. b.USE TRIM HEAD SCREWS OR NAIL TRIM WITH FINISHING NAILS OF PROPER DIMENSION TO HOLD THE MEMBER FIRMLY IN PLACE WITHOUT SPLITTING THE WOOD. c.ANCHOR SOLID PANELS AND WIDE PIECES WITH PROVISIONS FOR MOVEMENT PERPENDICULAR TO GRAIN. d.ON EXPOSED FINISH WORK, SET ALL NAILS AND TRIM HEAD SCREWS FOR PUTTY. e.SCREW, DO NOT HAMMER-DRIVE, ALL WOOD SCREWS. PREDRILL IF NECESSARY TO PREVENT SPLITTING. f. ALIGN AND SPACE FASTENERS FOR UNIFORM PATTERN WHERE POSSIBLE, NO "SHOTGUN" PATTERNS WILL BE ACCEPTED. g.COUNTERSINK AND PLUG FLATHEAD SCREW HOLES USING WOOD PLUGS WITH GRAIN PARALLEL AND COLORING SIMILAR TO PIECE BEING SECURED. 6. CURVED TRIM SHALL BE INSTALLED TO MINIMIZE STRESS ON FASTENERS, AND IN A MANNER WHICH WILL PRESENT A UNIFORM CURVE ACROSS END TO END JOINTS. J.INSTALLATION OF MISCELLANEOUS ITEMS 1. VANITY TOPS: INSTALL PLYWOOD FIRMLY SCREWED IN PLACE, FLAT, AND LEVEL. USE SINGLE PANELS FOR EACH DISTINCT VANITY TOP. 2.INSTALL ALL OTHER ITEMS IN STRICT ACCORDANCE WITH THE DRAWINGS, AND THE PUBLISHED RECOMMENDATIONS OF THE MANUFACTURER OF THE ITEM, ANCHORING FIRMLY IN PLACE AT THE PRESCRIBED LOCATION, STRAIGHT, PLUMB, LEVEL, AND SECURELY ANCHORED. K.FIELD FINISHING: 1.SANDPAPER ALL WOOD SURFACES THOROUGHLY AS REQUIRED TO PRODUCE A UNIFORMLY SMOOTH SURFACE, ALWAYS SANDING IN THE DIRECTION OF THE GRAIN; NO COARSE GRAINED SANDPAPER MARK, HAMMER MARK, OR OTHER IMPERFECTIONS WILL BE ACCEPTED. 2.SEE SECTION 099000 FOR FINISHING OF WOODWORK NOT FINISHED UNDER THIS SECTION. L.CLEAN-UP 1. MAINTAIN THE PREMISES IN A NEAT, SAFE, AND ORDERLY CONDITION AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK, FREE FROM ACCUMULATION OF SAWDUST, CUT-ENDS, AND DEBRIS. 2. AT THE END OF EACH WORKING DAY, OR MORE OFTEN IF NECESSARY, THOROUGHLY SWEEP AND/OR VACUUM ALL SURFACES WHERE REFUSE FROM THIS PORTION OF THE WORK HAS SETTLED. 3. REPAIR OR REPLACE OR OTHERWISE RESTORE TO NEW CONDITION ALL ITEMS DAMAGED BY WORK OF THIS SECTION. 0737129 - WOOD SHINGLE ROOFING 1. GENERAL A. SECTION INCLUDES: 1) CEDAR SHINGLE ROOFING, WITH UNDERLAYMENT, HEADWALL AND EAVE PROTECTION, AND ASSOCIATED PROTECTIVE FLASHINGS. 2) SUBMITIALS: PRODUCT DATA ON WOOD SHINGLES. 2. PRODUCTS A. WESTERN RED CEDAR SHIGLES - CERTI-GUARD TREATED CERTIGRADE SHINGLES, NUMBER 1 GRADE, BLUE LABEL. EIGHTEEN (18) INCH “GPERFECTION”H LENGTH, WITH 5/2 INCH BUTT, LAID 6 INCH TO THE WEATHER. SHINGLE WIDTH NO LESS THAN 4 INCHES, CONFIRM AVERAGE AND MAXIMUM RANGE. B. UNDERLAYMENT: ASTM 0226, NO. 30 UNPERFORATED ASPHALTFELT. C. FASTENERS: 1) NAILS: HOT-DIPPED GALVANIZED STEEL, OR STAINLESS STEEL; SUFFICIENT LENGTH TO PENETRATE SHEATHING 1/2" TO 3/4'; 3D FOR 18" SHINGLES; 4D FOR 24 INCH SHINGLES. D. PLASTIC CEMENT: ASTM D2822; CUTBACK ASPHALTIC TYPE WITH MINERAL FIBER COMPONENTS. E. LAP CEMENT: FIBRATED CUTBACK ASPHALTIC TYPE, FOR USE AS COLO APPLICATION ADHESIVE ON ASPHALT ROOFING OR UNDERLAYMENT. F. SHEET METAL FLASHING AND TRIM. PROVIDED UNDER THE WORK OF SECTION 076200. G. FABRICATION: 1) FLASHING: FORM FLASHINGS TO PROTECT ROOF ASSEMBLY AND SHED WATER FORM SECTIONS SQUARE, TRUE, AND ACCURATE TO PROFILE, IN MAXIMUM POSSIBLE LENGTHS, FREE FROM DISTORTION AND OTHER DEFECTS DETRIMENTAL TO APPEARANCE OR PERFORMANCE. 3. EXECUTION A. INSTALLATION - GENERAL 1) INSTALL SHINGLES IN COMPLIANCE WITH CEDAR SHAKE AND SHINGLE BUREAU (CSSB) RECOMMENDATIONS. 2) INSTALL WOOD SHINGLE ROOFING OVER DRY SURFACE8.-FREE OF RIDGES, WARPS, AND VOIDS. 3) COORDINATE INSTALLATION OF ROOF MOUNTED COMPONENTS, OR WORK PROJECTING THROUGH ROOF. VERIFY ROOF OPENINGS ARE FRAMED, SIZED, AND LOCATED PRIOR TO INSTALLING WORK OF THIS SECTION. 4) INSTALL DOUBLE LAYER OF SHINGLES OVER UNDERLAYEMENT AS STARTER COURSE. INSTALL UNDERLAYMENT AT EAVES AND GABLES AS SPECIFIED BELOW. 5) LAP UNDERLAYMENT OVER TOP 3 INCHES OF EACH ROW OF SHINGLES AND ONTO SHEATHING. 6) COMPLETED INSTALLATION SHALL FURNISH WEATHERTIGHT SERVICE. B. EAVE PROTECTION INSTALLATION 1) PLACE EAVE EDGE AND GABLE EDGE FLASHINGS TIGHT TO FACIA BOARDS. WEATHER LAP JOINTS 2 INCHES AND SEAL WITH PLASTIC CEMENT. SECURE DECK FLANGE WITH FASTENERS SPACED 6 INCHES CC. 2) APPLY 4 INCH WIDE BAND OF PLASTIC CEMENT OVER DECK FLANGE OF EAVE EDGE FLASHINGS, AND EMBED AN 18 INCH WIDE STRIP OF UNDERLAYMENT. PLACE UNDERLAYMENT WITH EAVE EDGEFLUSH WITH FACE OF FLASHINGS. SECURE IN PLACE. LAP ENOS MINIMUM 6 INCHES. 3) APPLY LAP CEMENIT AT RATE OF APPROXIMATELY 1-1/4 GAL/SQUARE ON UNDERLAYMENT STARTER STRIP. 4) STARTING FROM EAVE EDGE OF STARTER STRIP, LAY ADDITIONAL 36 INCH WIDE STRIPS OF UNDERLAYMENT IN LAPENT, TO PRODUCE A TWO PLY MEMBRANE. WEATHER LAP PLIES MINIMUM 19 INCHES AND NAIL IN PLACE. LAP ENDS MINIMUM 6 INCHES. STAGGER END JOINTS OF EACH CONSECUTIVE PLY. C. UNDERLAYMENT INSTALLATION 1) PLACE ONE PLY OF UNDERLAYMENT OVER AREA NOT PROTECTED BY EAVE MEMBRANE, WITH ENDS AND EDGES ATHERLAPPED MINIMUM 4 INCHES. STAGGER END LAPS OF EACH CONSECUTIVE LAYER. NAIL PROTECTIVE UNDERLAYMENTTO HOLD IN PLACE. 2) INSTALL PROTECTIVE UNDERLAYMENT PERPENDICULAR TO SLOPE OF ROOF. 3) WEATHER LAP UNDERLAYMENT MINIMUM 4 INCHES OVER EAVE MEMBRANE. 4) WEATHER LAP AND SEAL ITEMS PROJECTING THROUGH OR MOUNTED ON ROOF WITH PLASTIC CEMENT. D. FLASHING INSTALLATION 1) INSTALL FLASHINGS IN ACCORDANCE WITH CSSB REQUIREMENTS. 2) WEATHER LAP JOINTS MINIMUM 2 INCHES AND SEAL WITH PLASTIC CEMENT. SECURE IN PLACE WITH FASTENERS AT6 INCHES OC. CONCEAL FASTENINGS. 3) HEADWALLFLASHING: A) HEADWALLFLASHING SHALL EXTEND A MINIMUM OF'5INCHES ON EACH SIDE. B) HEADWALL FLASHING SHALL PREFORMED TO ROOF/WALL ANGLE. E. SHINGLE INSTALLATION 1) LAY SHINGLES IN ACCORDANCE WITH CSSB REQUIREMENTS. ALLOW 1/3 MAXIMUM EXPOSURE OF SHINGLE LENGTH. STAGGER TO AVIOD VERTICAL ALIGNMENT OF JOINTS. 2) INSTALL WITH EVEN-BUTT AND OPEN KEY WAY. 3) PROVIDE DOUBLE COURSE AT EAVES. EXTEND FIRST COURSE L-1/2 INCHES BEYOND FACE OF FACIA BOARDS. 4) SHINGLES SHALL BE SPACED 1/4 TO 3/8 INCH APART. 5) FASTENING: A) FASTENERS SHALL BE DRIVEN FLUSH TO THE WOOD SURFACE, AND SHALL NOT BE OVER-DRIVE TO CRUSH THE WOOD FIBERS. B) PLACE FASTENERS _”H TO 1”H FROM THE EDGE OF THE SHINGLE, AND 1”H TO 2”H ABOVE THE BUTT LINE OF THE COURSE TO FOLLOW. 6) JOINTS SHALL BE OFFSET 1-112 INCH, AND JOINTS IN 3 ADJACENT COURSES SHOULD NIOT BE IN ALIGNMENT. F. FINISH 1) SHINGLES: AS INDICATED AND SCHEDULED ON THE DRAWINGS. 1. GENERAL A. SECTION INCLUDES: 1) EXTERIOR WOOD SHINGLE SIDING. 2) EXTERIOR WOOD MOULDINGS AND TRIM. 3) AIR-MOISTURE BARRIER. 4) METAL SUBFRAMING. 5) RIGID INSULATION 6) RELATED FLASHINGS, ACCESSORIES, AND FASTENINGS. B. SUBMITIALS: 1) SAMPLES: EACH TYPE OF SIDING, MOULDING AND TRIM FURNISHED UNDER THIS SECTION. SAMPLES SHALL BE ACCURATE REPRESENTATIONS OF MATERIALS WHICH WILL 8E INSTALLED IN THE WORK AND SHALL BE LARGE ENOUGH TO SHOW CHARACTERISTICS OFTHE MATERIALS WHICH WILL BE VISIBLE IN THE FINISHED WORK. SIDING PURCHASE SHALL NOT OCCUR UNTIL SAMPLES ARE APPROVED BY THE ARCHITECT. 2. PRODUCTS A. SIDING MATERIALS: 1) SHAKES: NUMBER 1 EASTEN WHITE CEDAR SHAKE, CUSTOM MANUFACTURED BY DOW'S MILL, FIRE TREATED BY SUPPLIER. HAND SPLIT, 24 INCH LENGTH, WITH HEAVY _ INCH BUTT LAID 8 INCHES TO THE WEATHER. SHAKE WIDTHS NO LESS THAN 4 INCHES, CONFIRM AVERAGE WIDTH AND MAXIMUM RANGE. 2) ROOF GRADE: NO KNIOTS, CLEAR WOOD IN THE 8”H EXPOSURE ZONE. 3) WOOD MOULDINGS AND TRIM: AS INDICATED AND SCHEDULED ON THE DRAWINGS. B. AIREMOISTURE BARRIER: PROVIDED UNDER THE WORK OF SECTION 072700. C. FLEXIBLE FLASHING: HENRY COMPANY ‹BLUESKIN‹ 40 MIL THICKNESS. D. SHEET METAL FLASHING AND TRIM. PROVIDED UNDER THE WORK OF SECTION 076200. E. ACCESSORIES: 1) SUBFRAMING: A) HORIZONTAL SUB-GIRT SYSTEM: ASTM A653; 18 GAGE (0.047 INCH) ROLL-FORMED, GALVANIZED STEEL 02" SHAPED GIRTS; HOT DIP GALVANIZED. B) VERTICAL FURRING CHANNELS: APPROXIMATELY 2-112‹ X 118‹HAT PROFILE; GALVANIZED. 2) PLYWOOD SHEATHING: 3/4 INCH THICK FIRE TREATED EXTERIOR GRADE SHEATHING PROVIDED UNDER THE WORK OF SECTION 061000. 3) EXTRUDED CELLULAR POLYSTYRENE BOARD: PROVIDED UNDER THE WORK OF SECTION 072100. 4) FASTENERS: HOT DIPPED GALVANIZED OR STAINLESS STEEL; COUNTERSUNK; SELF TAPPING FOR STEEL FRAMING; SUFFICIENT LENGTH TO PENETRATE METAL FRAMING A MINIMUM OF 112 INCH. 5) SHINGLE NAILS: HOT-DIPPED GALVANIZED STEEL, OR STAINLESS STEEL; SUFFICIENT LENGTH TO PENETRATE SHEATHING 1/2' TO 314'; 3D FOR 18' SHINGLES. 6) PRIMER: PROVIDED UNDER THE WORK OF SECTION 099000. 3. EXECUTION A. EXAMINATION 1) PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OFTHIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. 2) DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. B. PREPARATION: 1) BACK KERFING: BACK KERF TRIM WHERE NECESSARY TO PREVENT WARPAGE AND WHERE INDICATED ON DRAWINGS. 2) EXTERIOR WOOD SHINGLES SIDING MOULDINGS ANO TRIM: IF PREPRIMED MATERIAL IS NOT USED, AFTER SITE ACCLIMATION AND PRIOR TO INSTALLATION, PRIME SIDING AND TRIM IN ACCORDANCE WITH SECTION 099000. PRIME ALL SIDES AND EDGES. PRIME ALL FIELD CUT EDGES, C. INSTALLATION - GENERAL 1) INSTALL SHAKES 8 INCH LAID TO THE WEATHER. SHINGLES WIDTHS NO LESS THAN 4 INCHES, CONFIRM AVERAGE AND MAXIMUM RANGE. 2) SUPPORTFRAMING INSTALLATION: A) COOROIANTE INSTALLATION OF SUPPORTFRAMING WITH INSTALLATION OF THE RIGID INSULATION PROVIDED IN SECTION 072100. B) SCREW FASTEN Z SHAPED HORIZONTAL SUB GIRT SYSTEM OVER METAL FRAMING AS NECESSARY TO RECEIVE RIGID INSULATION, PLYWOOD SHEATHING AND WOOD SHINGLES AND TRIM. C) ARRANGE Z FURRING TO ORAIN WATER TO THE OUTSIDE OF THE BUILDING. D) SCREW FASTEN PLYWOOD SHEATHING TO Z FURRING GIRT SYSTEM 3) LIQUID APPLIED AIR-MOISTURE BARRIER SYSTEM: INSTALL OFER PLYWOOD SHEATHING; REFER TO SECTION 072700 4) INSTALL METAL FLASHINGS AT SILLS, AND HEAD OF WALL OPENINGS TO ENSURE WATER FLOW TO THE EXTERIOR. 5) FLEXIBLE FLASHING: A) PROVIDE 6 INCH WIDE FLEXIBLE FLASHING STRIPS AT WINDOW, DOOR, AND OTHER WALL PENETRATIONS. B) LAP TO THE FRAME OF THE PENETRATING ELEMENT AS NECESSARY SEAL PERIMETER JOINT, BUT NOT SO THAT THE MEMBRANE WILL BE EXPOSED IN THE FINISHED WORK. C) INSTALL STRIPS IN SEQUENCE; FIRST AT THE SILL, NEXT AT THE JAMB, AND LAST AT THE HEAD CONDITION. LAP ALL STRIPS TO WEATHER. D) INTEGRATE FLEXIBLE FLASHING WITH BUILDING AIR-MOISTURE BARRIER AND RELATED METAL FLASHING AS NECESSARY TO SHED WATER AND LAP TO WEATHER 6) VERTICAL FURRING CHANNELS AT MOO PANEL SIDING; A) INSTALL FURRING AND SUPPORTING MEMBERS SIZED AND ACCURATELY LOCATED TO RECEIVE FASTENERS. B) SCREW FASTEN VERTICAL HAT PROFILE FURRING CHANNELS TO HORIZONTAL SUB GIRT SYSTEM THROUGH SHEATHING TO METAL FRAMING SYSTEM. 7) GENERAL INSTALLATION REQUIREMENTS FOR SIDING AND TRIM: A) ARRANGE COMPONENTS TO ENCOURAGE WATERSHED. SECURELY FASTEN IN PLACE, ALIGNED, LEVEL, AND PLUMB. CUT 80ARD ENDS OVER BEARING SURFACES. B) EXERCISE CARE WHEN SITE CUTTING. CUT EDGES SHALL BE SMOOTH AND CLEAN. SEAL PRIME ALL CUT EDGES. C) ALLOW 1/8 INCH SPACE FOR SEALANT IF INDICATED AT ADJACENT CONSTRUCTION, AND BETWEEN SIDING AND TRIM. D) ALIGN COURSING WHEREVER POSSIBLE. E) FABRICATE EXPOSED SURFACES OF SPECIAL SHAPES TO A UNIFORM PROFILE FREE OF SAW MARKS AND OTHER SURFACE IRREGULARITIES. F) COMPONENTS SHALL BE PLUMB AND LEVEL UNLESS INDICATED OTHERWISE. 8) GENERAL FASTENING REQUIREMENTS: A) WOOD SHAKES AND TRIM INSTALL USING NAILS AND SCREWS INTO PLYWOOD SHEATHING. B) SURFACES TO RECEIVE PAINT: COUNTERSINK NAILS AND SCREWS AND PUTTY OVER FLUSH WITH AOJACENT SURFACES. C) ARRANGE FOR ORDERLY FASTENING PATIERN. D) ADHESIVE JOINTS SHALL HAVE NO SQUEEZE OUT. 9) SHINGLE INSTALLATION: A) LAY SHAKES IN ACCORDANCE WITH CSSB REQUIREMENTS TO PRODUCE STRAIGHT COURSING PATIERN WITH 8 INCH WEATHER EXPOSURE. ALLOW 1/3 MAXIMUM EXPOSURE OF SHINGLE LENGTH. STAGGER TO AVIOD VERTICAL ALIGNMENT OF JOINTS. B) INSTALL WITH EVEN-BUTT AND OPEN KEY WAY. C) PROVIDE DOUBLE COURSE AT WALL BASES. D) SHAKES SHALL BE SPACED 1/4 INCH APART. E) JOINTS SHALL BE OFFSET 1-1/2”H , AND JOINTS IN 3 ADJACENT COURSES SHOULD NOTBE IN ALIGNMENT. F) FASTENING: (1) FASTENERS SHALL BE DRIVEN FLUSH TO THE WOOD SURFACE, AND SHALL NOT BE OVERDRIVEN TO CRUSH THE WOOD FIBERS. (2) PLACE FASTENERS _”H TO 1”H FROM THE EDGE OF THE SHINGLE AND 1”H TO 2”H ABOVE THE BUTT LINE OF THE COURSE TO FOLLOW. G) LAID UP, PANELIZED SYSTEM IS ALLOWABLE. 10) TRIM: A) SCREW SECURELY AT EACH SUPPORT. B) AT SOLID BACKING, FASTEN SECURELY WITH SCREWS 1”H FROM THE EDGE AT 12”H ON CENTER. C) ALLOW SPACE FOR SEALANT AND FLASHING. 11) FINISH A) SHAKES: AS SCHEDULED IN DRAWINGS IN ACCORDANCE WITH SECTION 099000. 076200 SHEET METAL FLASHING AND TRIM A. SUBMITTALS: 1. SUBMIT THREE SAMPLES REPRESENTATIVE OF FINISH AND COLOR OF FLASHING MATERIALS EXPOSED TO VIEW IN THE FINISHED WORK. 2. SHOP DRAWINGS: INDICATE MATERIAL, PROFILE, JOINTING PATTERN, JOINTING DETAILS, MATERIALS, GAGES, FASTENING METHODS, AND INSTALLATION DETAILS. B. QUALITY ASSURANCE: 1. APPLICATOR: COMPANY SPECIALIZING IN SHEET METAL FLASHING WORK WITH 5 YEARS MINIMUM EXPERIENCE. 2. UNLESS INDICATED OR SPECIFIED OTHERWISE, PERFORM WORK IN ACCORDANCE WITH THE RECOMMENDATIONS OF SMACNA. C. MATERIALS: 1. GALVANIZED STEEL SHEET: ASTM A525; G90 GALVANIZED FINISH, EXCEPT PROVIDE A60 WHERE SPECIAL FINISH IS USED. 2. ACCESSORIES: a. FASTENERS FOR GALVANIZED STEEL SHEET: GALVANIZED STEEL; SOFT NEOPRENE WASHERS AT EXPOSED FASTENERS. FINISH EXPOSED FASTENERS SAME AS FLASHING METAL. b. BUTYL RUBBER SEALANT: ONE OF THE FOLLOWING: 1) (CURTAIN WALL SEALANT, BY TREMCO; 2) (ADCOSEAL BP-400, BY ADCO PRODUCTS, INC. c. POLYURETHANE SEALANT: ONE OF THE FOLLOWING: 1) (CHEM-CALK 900, BY BOSTIK CONSTRUCTION PRODUCTS DIVISION OF EMHART; 2) (DYNATROL I, BY PECORA CORP; 3) (SONOLASTIC NP I, BY SONNEBORN-CONTECT; 4) (RUBBER CAULK 6000, BY PRC. d. FLEXIBLE FLASHING: "VYCOR ULTRA," BY W.R. GRACE (800-354-5414), OR APPROVED. e. REGLETS: TYPES AS INDICATED; GALVANIZED STEEL OR RIGID EXTRUDED PVC; MANUFACTURED BY FRY REGLET CO. OR APPROVED; ENDS COVERED WITH PLASTIC TAPE. f. LEAD SHEET: 4 PSF. D. SPECIAL FINISH MATERIALS: 1. EPOXY PRIMER: TNEMEC SERIES SERIES 69 HI-BUILD EPOXOLINE II, CARBOLINE 888, AMERON "AMERCOAT 385," OR APPROVED. 2. URETHANE FINISH COATS: TNEMEC SERIES 75 "ENDURA-SHIELD III" ACRYLIC POLYURETHANE ENAMEL, CARBOLINE "D833," AMERON "AMERCOAT 450SA," OR APPROVED; SEMI-GLOSS OR SATIN SHEEN; CUSTOM COLORS AS SELECTED BY THE ARCHITECT. E. FABRICATION: 1. FABRICATE ALL FLASHING TO DETAIL AND AS SPECIFIED. USE MINIMUM 24 GAGE GALVANIZED STEEL SHEET UNLESS INDICATED OR SPECIFIED OTHERWISE. 2. PARAPET CAPS: 22 GAGE; JOINTS IN ACCORDANCE WITH SMACNA PLATE 77, FIGURE A; BUTT AND BACKUP PLATE JOINT J2. 3. SCUPPERS: 20 GAGE GALVANIZED STEEL SHEET; SOLDERED JOINTS. 4.VENT FLASHING: SMACNA PLATE 66, FIGURES B AND C AS APPLICABLE. 5. SHOP FINISHES: a. PREPARATION: 1) PREPARE SURFACES IN ACCORDANCE WITH THE SPECIAL FINISH MANUFACTURER'S RECOMMENDATIONS. 2) SOLVENT CLEAN IN ACCORDANCE WITH SSPC-SP1; ABRADE SURFACES WITH METAL PREPARATION PAD. b. SPRAY APPLY PRIMER AND FINISH COATS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS; ONE COAT PRIMER; 1 FINISH COAT. c. FINISH SHALL BE FREE OF DUST, DIRT, FLOW LINES, STREAKS, SAGS, BLISTERS, PINHOLES, RUNS, OR OTHER SURFACE IMPERFECTIONS. d. PROVIDE SHOP FINISHED SHEET METAL AT ALL FLASHING AND SHEET METAL EXPOSED PORTIONS OF FLASHINGS, COPINGS, AND SCUPPERS. F. INSTALLATION: 1. INSTALL STARTER AND EDGE STRIPS, AND CONTINUOUS CLEATS BEFORE STARTING INSTALLATION. 2. SURFACE MOUNTED REGLETS: INSTALL TRUE TO LINES AND LEVELS; SEAL TO WALL WITH NEOPRENE GASKET; SEAL TOP OF REGLETS WITH POLYURETHANE SEALANT. 3. INSERT FLASHINGS INTO REGLETS TO FORM TIGHT FIT; SECURE IN PLACE; SEAL FLASHINGS INTO REGLETS WITH POLYURETHANE SEALANT. 4. FASTENING: A. SECURE FLASHINGS USING CONTINUOUS CLEATS WHENEVER POSSIBLE. USE EXPOSED FASTENERS ONLY IN SEMI-EXPOSED LOCATIONS, UNLESS APPROVED BY THE ARCHITECT. B. FASTENERS SHALL BE PLACED AT 8 INCHES ON CENTER THROUGH SLOTTED HOLES. C. FOR NAILING INTO CONCRETE, DRILL HOLES AND USE PLUGS. D. FOR NAILING INTO WOOD, USE BARBED ROOFING NAILS, 1-1/4 INCHES LONG BY ELEVEN GAGE. E. FIT FLASHINGS TIGHT IN PLACE. MAKE CORNERS SQUARE, SURFACES TRUE AND STRAIGHT IN PLANES, AND LINES ACCURATE TO PROFILES. F. MAKE WATERTIGHT CONNECTIONS BETWEEN SCUPPERS AND ADJACENT ROOFS, WALLS, AND FLASHINGS. SEAL ALL LAPS. G. COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF SURFACE MOUNTED REGLETS. H. INSTALL FLASHINGS WITH PROVISION FOR PLUS OR MINUS 1/16 INCH THERMAL MOVEMENT AT EACH END; PROVIDE EXPANSION JOINTS AT 10'-0" O.C., MAXIMUM. I. SEAL CONCEALED LAP JOINTS IN WITH TWO PARALLEL BEADS OF BUTYL SEALANT; USE BUTYL SEALANT WHERE BEDDING SEALANT IS INDICATED OR REQUIRED. 5. USE FLEXIBLE FLASHING IN LOCATIONS INDICATED, AND UNDER ALL COPINGS AND CURB FLASHINGS. 078400 FIRESTOPPING A. SUMMARY: FIRESTOPPING MATERIAL FOR PENETRATIONS IN FIRE-RATED CONSTRUCTION. B. SYSTEM DESCRIPTION: 1. EACH FIRESTOPPING SYSTEM SHALL BE SELECTED TO MAINTAIN FIRE RATING OF THE ASSEMBLY IN WHICH IT USED. 2. FIRESTOPPING SYSTEMS SHALL BE RESILIENT AS NECESSARY TO ACCOMMODATE DIFFERENTIAL MOVEMENT BETWEEN ASSEMBLIES. 3. WHERE FIRESTOPPING IS USED TO SEAL PENETRATIONS THROUGH FLOORS WITH WATERPROOF MEMBRANES, SYSTEM SHALL BE SELECTED FOR COMPATIBILITY WITH MEMBRANE MATERIAL. C. QUALITY ASSURANCE: 1. PRIOR TO INSTALLATION OF FIRE STOPPING SYSTEMS OBTAIN APPROVAL FROM THE JURISDICTIONAL CODE AUTHORITIES FOR THE FIRE STOPPING SYSTEMS AND APPLICATIONS PROPOSED. NOTIFY THE ARCHITECT IF APPROVAL CANNOT BE OBTAINED. 2. FIRESTOPPING: TESTED IN ACCORDANCE WITH ASTM E119, ASTM E814, OR UL 1479 TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. PROVIDE F RATED ASSEMBLIES, EXCEPT WHERE T RATED ASSEMBLIES ARE REQUIRED BY THE CODE AUTHORITY. 3. FIRESTOPPING SYSTEMS SHALL BE UL LISTED ASSEMBLIES. D. PRODUCTS: 1. FIRESTOPPING SYSTEMS: SYSTEMS MEETING THE REQUIREMENTS SPECIFIED AND SUITABLE FOR THE CONDITIONS INDICATED. E. INSTALLATION: 1. PROVIDE FIRESTOPPING AT MECHANICAL, ELECTRICAL, AND PLUMBING PENETRATIONS THROUGH FIRE RATED FLOORS, WALLS, AND CEILINGS, AND OTHER LOCATIONS AS INDICATED ON THE DRAWINGS. 2. INSTALL FIRESTOPPING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND AS NECESSARY TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. 3. WHERE FIRESTOPPING IS USED TO SEAL AROUND PENETRATIONS THROUGH WATERPROOF MEMBRANES, INSTALL TO MAINTAIN INTEGRITY OF WATERPROOF BARRIER. 4. PATCHING OF HOLES IN EXISTING CONSTRUCTION: A. FILL OPEN HOLES WHICH REMAIN AFTER REMOVAL OF EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS, PATCH AND REPAIR HOLES AS NECESSARY TO MATCH THE ADJACENT CONSTRUCTION AND TO MAINTAIN THE FIRE RATING OF THE ASSEMBLIES. FIRESTOPPING SYSTEMS MAY BE USED TO FILL HOLES WHICH WILL BE CONCEALED IN THE FINISH CONSTRUCTION. B. WHERE FIRESTOPPING SYSTEMS ARE USED TO FILL FLOOR OPENINGS IN OCCUPIED AREAS, PROVIDE MINIMUM 16 GAGE SHEET METAL COVERS AS NECESSARY TO SUPPORT FLOOR LOADS AND TO PREVENT DAMAGE TO THE FIRE STOPPING ASSEMBLIES. SECURE SHEET METAL AS NECESSARY TO PREVENT IRREGULARITIES FROM TELEGRAPHING THROUGH THE FLOOR FINISHES OVER THE SHEET METAL. 078500 FIRE RATED JOINTS A. SUMMARY: 1. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES IN FIRE-RATED CONSTRUCTION, INCLUDING JOINTS AT THE FOLLOWING LOCATIONS: A.WHERE PARTITION HEADS MEET THE UNDERSIDE OF OVERHEAD FLOOR OR ROOF CONSTRUCTION. B.WHERE FLOOR AND ROOF CONSTRUCTION MEETS EXTERIOR PERIMETER WALL CONSTRUCTION. C.JOINTS IN FIRE RATED CONCRETE OR MASONRY WALLS. 2.REQUIREMENTS FOR FIRE RATED CONSTRUCTION JOINT ASSEMBLY COMPONENTS PROVIDED IN OTHER SECTIONS. B.REFERENCES: 1.AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) A.E119 - METHOD FOR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS 2.UNDERWRITERS LABORATORIES (UL) A.STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS. 3.APPLICABLE CODES AND ORDINANCES ENFORCED BY THE JURISDICTION HAVING AUTHORITY OVER THE PROJECT, AS INDICATED ON THE CONTRACT DOCUMENTS. C.SUBMITTALS: 1.PRODUCT DATA: SUBMIT FOR EACH PROPRIETARY FIRE RATED MATERIALS AND COMPONENTS. 2.SUBMIT DRAWINGS OF EACH FIRE RATED CONSTRUCTION JOINT ASSEMBLY PROPOSED, SHOWING ALL COMPONENTS AND INSTALLATION DETAILS. INCLUDE TEST NUMBER. D.SYSTEM DESCRIPTION: 1.EACH FIRE RATED CONSTRUCTION JOINT ASSEMBLY SHALL BE SELECTED TO MAINTAIN FIRE RATING OF THE ASSEMBLY IN WHICH IT USED. 2.EACH FIRE RATED CONSTRUCTION JOINT ASSEMBLY SHALL BE RESILIENT AS NECESSARY TO ACCOMMODATE DIFFERENTIAL MOVEMENT BETWEEN ASSEMBLIES. E.QUALITY ASSURANCE: 1.FIRE RATED CONSTRUCTION JOINT ASSEMBLIES: SUCCESSFULLY TESTED IN ACCORDANCE WITH ASTM E119, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. 2.FIRE RATED CONSTRUCTION JOINT ASSEMBLIES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY TESTED IN ACCORDANCE WITH THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. 3.FOR PROJECTS LOCATED IN THE CITY OF LOS ANGELES, FIRE RATED CONSTRUCTION JOINT ASSEMBLY SHALL BE IN COMPLIANCE WITH CITY OF LOS ANGELES RESEARCH REPORT 24962, OR AS OTHERWISE ACCEPTED BY THE CITY OF LOS ANGELES FOR THE APPLICATIONS. F.FIRE RATED CONSTRUCTION JOINT ASSEMBLIES: 1.METAL STUD PARTITION HEAD CONSTRUCTION JOINT ASSEMBLY: A.SYSTEM BASED ON UL ASSEMBLIES LISTED ON THE DRAWINGS. B.FIRE RATED RUNNER: "FIRE TRAK" BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800). C.GYPSUM BOARD: AS SPECIFIED IN SECTION 092900. D.MINERAL WOOL PACKING MATERIAL AND VOID FILL MATERIAL PER UL RATED ASSEMBLIES FOR DYNAMIC WALL HEAD CONDITIONS AS DETAILED IN THE DRAWINGS. 2.METAL STUD PARTITION HEAD CONSTRUCTION JOINT ASSEMBLY: BASED ON UL ASSEMBLIES LISTED ON THE DRAWINGS. A.FIRE RATED RUNNER: CONFORM TO SECTION 092200; MINIMUM 20 GAGE; MINIMUM 2 INCH LEGS. B.GYPSUM BOARD: AS SPECIFIED IN SECTION 092900. C.RESTRAINING ANGLES: AS SPECIFIED IN SECTION 092200. D.FILL, VOID, OR CAVITY MATERIAL: USG TYPE FC "FIRE CODE" COMPOUND. E.FORMING MATERIAL: 4 LBS/CF DENSITY; "THERMAFIBER" SAFING INSULATION BY USG INTERIORS, INC.; PREFORMED MINERAL FIBER; FLAME SPREAD OF 25 OR LESS AND A SMOKE DEVELOPED OF 50 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84; 4 LBS/CF USG CW40. G.INSTALLATION: 1.INSTALL CONSTRUCTION JOINT ASSEMBLIES IN ACCORDANCE WITH THE FIRE RATED ASSEMBLIES LISTED, AND AS NECESSARY TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. 2.COORDINATE INSTALLATION OF INTEGRAL COMPONENTS AS NECESSARY TO ENSURE THE FIRE RATING OF THE ASSEMBLIES. 079200 JOINT SEALANTS A. SECTION INCLUDES: 1.CLEANING AND PREPARATION OF JOINT SURFACES. 2.SEALANT AND BACKING MATERIALS. B. SUBMITTALS: 1.PRODUCT DATA: FOR EACH TYPE OF SEALANT TO BE PROVIDED 2.SAMPLES: A.SUBMIT CURED SAMPLES OF EACH SEALANT TYPE AND COLOR PROPOSED FOR THE WORK [INCLUDING SAMPLES OF SANDED SEALANT WHERE PROPOSED FOR USE WITH THE PRECAST AND STONE VENEER PANELS. FOR SANDED SAMPLES, SUBMIT A RANGE OF SANDED SEALANT SAMPLES FOR SELECTION]. B.FOR EACH SEALANT TYPE INDICATED FOR "COLOR AS SELECTED," OR FOR WHICH NO COLOR IS INDICATED, SUBMIT COLOR CARD INDICATING AVAILABLE STOCK COLORS FROM MANUFACTURER'S COMPLETE LINE OF PRE-FORMULATED COLORS FOR EACH TYPE OF SEALANT. 3.SCHEDULE OF SEALANT COLORS AND RESPECTIVE LOCATIONS. C. QUALITY ASSURANCE: 1.VERIFY THAT SEALANTS ARE COMPATIBLE WITH THE SUBSTRATES AND ACCESSORY MATERIALS PROVIDED UNDER OTHER SECTIONS. NOTIFY ARCHITECT OF EVIDENCE OF INCOMPATIBILITY. D. GUARANTEE: FURNISH EXTERIOR SEALANT MANUFACTURER'S STANDARD GUARANTEE. GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 CC O P Y R I G H TG L O B E A T E L I Ê SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE REV#ISSUEPROJECT:2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS KATHRYN CULLEY-RAPATA, AIA PH: 510-459-5136 STATUS: g l o b e a t e l i ê GA25-WSI024 LANDLORD / PERMIT SETSTATION TWELVE3105 SHERIDAN DRIVE, SUITE #678 | BUILDING F1,AMHERST, NY 14226FEASIBILITY SET05-15-2025 PRELIMINARY SET06-19-2025 LL / PERMIT SET09-09-2025 A14.06 SPECIFICATIONS STAFF PS 7. CANOPY GLAZING: a. UNLESS SPECIFIED OTHERWISE, GLAZE UNITS WITH GASKETS FURNISHED WITH THE FRAMING SYSTEMS SPECIFIED IN OTHER SECTIONS. b. STRUCTURAL GLAZING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL GLAZING SEALANT MANUFACTURER'S WRITTEN RECOMMENDATIONS. MAINTAIN STRICT ENVIRONMENTAL CONTROLS DURING FIELD INSTALLATION. 8. ADJUST GLAZING MATERIALS TO FORM A UNIFORM SIGHT LINE. H. SCHEDULE: 1. GL-1: CLEAR 1/4 INCH THICK GLASS; TEMPERED. 2. GL-2: CLEAR 1/2 INCH THICK GLASS; TEMPERED. 3. GL-3: a. INSULATING GLASS UNIT WITH 1/2 INCH AIR SPACE BETWEEN TWO PANES OF GLASS AS FOLLOWS: 1) EXTERIOR PANE: 1/4 INCH CLEAR GLASS WITH HIGH PERFORMANCE LOW E COATING ON #2 SURFACE TEMPERED. 2) INTERIOR PANE: 1/4 INCH CLEAR GLASS; TEMPERED. 3) 1/2 INCH SPACER TO HAVE BLACK FINISH b. PERFORMANCE AS FOLLOWS: 1) WINTER U VALUE: .29 2) SHADING COEFFICIENT: .43 3) VISIBLE LIGHT TRANSMITTANCE: 68-70% 4. GL-4: GL-1 OR GL-2 WITH CUSTOM COLOR SPANDREL COATING ON #2 SURFACE. 5. GL-5: NOMINAL 9/16 INCH LAMINATED GLASS WITH VANCEVA 0009 ARCTIC SNOW INTERLAYER. I. PROVIDE TEMPERED GLASS IN HAZARDOUS LOCATIONS TO MEET THE REQUIREMENTS OF THE JURISDICTIONAL CODE AUTHORITIES. 092200 LIGHTGAGE METAL SUPPORT FRAMING A. SUMMARY: 1. LIGHTGAGE METAL SUPPORT FRAMING FOR INTERIOR FINISHES. 2. INTERIOR RECESSED STANDARDS. B. SYSTEM DESCRIPTION: 1. STRUCTURAL DESIGN: A. SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS SPECIFIED. B. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. PROVIDE THICKER GAGES AND INCREASED STUD SPACING AS NECESSARY TO MEET THE DESIGN REQUIREMENTS. 2. DESIGN LOADS: A. INTERIOR CEILING ASSEMBLIES: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS. B. INTERIOR PARTITIONS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LATERAL LOAD. C. SEISMIC LOADS: CONFORM TO THE REQUIREMENTS OF THE JURISDICTIONAL CODE AUTHORITIES. 3. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN. C. CODE REQUIREMENTS: 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL BEEN TESTED IN ACCORDANCE WITH ASTM E119, AND SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTALLATION OF OTHER MATERIALS WHICH ARE A PART EACH ASSEMBLY. 2. FIRE RATING REQUIREMENTS TAKE PRECEDENCE OVER THE CONSTRUCTION REQUIREMENTS INDICATED. IN THE VENT OF CONFLICT, NOTIFY THE ARCHITECT, AND DO NOT BEGIN CONSTRUCTION IN THE AREA OF CONFLICT UNTIL THE CONFLICT HAS BEEN RESOLVED. 3. PROVIDE ALL CALCULATIONS, DRAWINGS, PRODUCT DATA, AND OTHER VERIFICATION AS REQUIRED BY THE JURISDICTIONAL CODE AUTHORITY TO OBTAIN APPROVAL OF THE LIGHTGAGE METAL FRAMING INSTALLATION. D. MATERIALS: 1. LIGHT GAGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, HAT AND "Z" SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED ON THE DRAWINGS, AND REQUIRED IN THE STANDARDS REFERENCED. MINIMUM 25 GAGE, EXCEPT PROVIDE THICKER GAGES AS REQUIRED TO MEET DEFLECTION REQUIREMENTS. 2. COLD ROLLED CHANNELS: RUST INHIBITIVE PAINT COATING; SIZES IN ACCORDANCE WITH ASTM C754. 3. SCREWS: SELF TAPPING; LOW PROFILE HEAD. 4. PROPRIETARY CEILING SUSPENSION SYSTEM: A. MANUFACTURER: 1) AS SPECIFIED: CHICAGO METALLIC (LOS ANGELES CA; 800-323-7164). 2) ACCEPTABLE SUBSTITUTIONS: A) USG INTERIORS, INC. (CHICAGO IL; 950-3839). B) ARMSTRONG (800-207-2321). B. SUSPENSION SYSTEM: SIMILAR TO SYSTEM 650, OR 670; ASTM C635 HEAVY DUTY CLASSIFICATION. 1) FURRING RUNNERS: MANUFACTURED FROM 0.020 INCH THICK STEEL 1_3/8 INCH WIDE WITH KNURLED FACE BY 1_1/2 INCHES HIGH; FACTORY PUNCHED CROSS TEE SLOTS, HANGER HOLES, AND NON-DIRECTIONAL BAYONET END TAB COUPLINGS. 2) FURRING TEES: MANUFACTURED FROM 0.020 INCH THICK L-3/8 INCH WIDE WITH KNURLED FACE BY 1_12 INCHES HIGH; FACTORY PUNCHED CROSS TEE SLOTS AND HANGER HOLES. 3) FURRING CROSS CHANNEL: 0.020 INCH THICK STEEL; 1_3/8 INCH WIDE WITH KNURLED FACE BY 7 8 INCHES HIGH BY 48 INCHES LONG WITH STRAIGHT LOCKING END TABS. 4) CROSS TEES: 0.020 INCH THICK STEEL 15/16 INCH WIDE BY 1-1/2 INCHES HIGH; WITH STAKED-ON DIP END TAB COUPLINGS, FACTORY PUNCHED CROSS TEE SLOTS. 5) MOLDINGS: MANUFACTURER'S STANDARD. 5. FIRE RATED TRACK: AS SPECIFIED IN SECTION 078500. 6. PARTITION HEAD COMPENSATING CHANNEL: DESIGN FOR MINIMUM +/- 1/2 INCH DEFLECTION. PROFILES AS INDICATED; ONE OF THE FOLLOWING. A. 20 GAGE DEEP LEG TRACK; 2 INCH LEGS. B. SLIP TRACK SYSTEMS INC. (ANAHEIM CA; 714-761-1921) "SLP-TRK." 7. RECESSED STANDARDS AND BRACKETS: A. MINIMUM 25 GAGE GALVANIZED STEEL STANDARD/ADAPTORS FOR INSTALLATION IN COMBINATION WITH TYPICAL STEEL STUDS; 1-INCH SLOTS SPACED FOR 2 INCH VERTICAL ADJUSTMENT; BLACK FINISH FOR EXPOSED VERTICALS. B. STANDARD/ADAPTORS: GARCY CORPORATION "ADAPT-A-STUD NO. 1210, TYPE A" CAPITOL HARDWARE MANUFACTURING COMPANY, INC. "ALUMINUM CAPITOL STUD ADAPTORS #2080," OR APPROVED. C. BRACKETS: TO FIT THE SHELF CONFIGURATIONS INDICATED. D. STANDARD LENGTH: FULL HEIGHT OF EXPOSED PORTION OF FINISH WALL, LESS 1'-0".] 8. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754. E. PARTITION FRAMING: 1. RUNNERS: A. SECURE RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES OC. B. AT CONCRETE FLOORS, USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. C. WHERE INDICATED, ATTACH TOP TRACK TO ACOUSTICAL CEILING GRID WITH TWO STAGGERED #12-14 SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN RUNNER AND CEILING SUSPENSION SYSTEM TO ALLOW TEGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO CLEAR PARTITION. USE MINIMUM 20 GAGE TOP TRACK. D. TOP RUNNER: USE PROPRIETARY COMPENSATING CHANNEL OR DEEP LEG TRACK AT CONTRACTOR'S OPTION, AS NECESSARY TO ACCOMMODATE BUILDING DEFLECTION. E. UNLESS APPROVED OTHERWISE, AT FIRE RATED PARTITION ASSEMBLIES, USE FIRE RATED TRACKS, FURNISHED FROM SECTION 078500. INSTALL FIRE RATED TRACKS IN ACCORDANCE WITH THE FIRE RATED ASSEMBLY REQUIREMENTS. F.ALIGN TO TOLERANCES SPECIFIED. 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16 INCHES OC, AND NOT MORE THAN 2 INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. 3. FIT RUNNERS UNDER AND ABOVE OPENINGS; SECURE INTERMEDIATE STUDS AT SPACING OF WALL STUDS. 4. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT MAXIMUM 8 FT ON CENTER AT ALL FRAMING WHICH DOES NOT EXTEND TO STRUCTURE. 5. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO CEILING TRACK AT THE JAMB OF EACH DOOR FRAME AND CASED OPENING. STUDS SHALL BE THE SAME GAGE AS THE ADJACENT STUDS, BUT NO LESS THAN 20 GAGE. PROVIDE DIAGONAL STEEL STUD BRACING TO STRUCTURE AT EACH JAMB AT PARTITIONS WHICH DO NOT EXTENT TO STRUCTURE. 6. COORDINATE ERECTION OF STUDS WITH INSTALLATION OF SERVICE UTILITIES. ALIGN STUD WEB OPENINGS. 7. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND WINDOW FRAMES, FIRE EXTINGUISHER CABINETS, RECESSED TOILET ACCESSORIES, ACCESS DOORS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. 8. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT AT ALL BOARD EDGES. PROVIDE FRAMING IMMEDIATELY EITHER SIDE OF EXPANSION JOINTS. 9. STUD SPLICING NOT PERMISSIBLE. 10. AT NON-LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD TO TOP RUNNER. 11. STUD BRIDGING: A. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING MATERIAL ON ONE STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 5'-0" ON CENTER FOR THE FULL HEIGHT OF THE PARTITION. B. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH RIGID FACING MATERIAL STOPPING 3'-0" OR MORE BELOW TOP OF STUDS - PROVIDE ONE ROW 3/4" BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR EACH 5'-0" OF EXPOSED STUDS. C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE JOINTS A MINIMUM OF 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. 12. CONCEALED SHELF STANDARDS: A. INSTALL SO SHELF BRACKET SLOTS ARE ALIGNED LEVEL WITHIN A TOLERANCE OF 1/16 INCH. SET FOR BOTTOM BRACKET INSTALLATION 1'-0" ABOVE FLOOR SLAB, UNLESS INDICATED OTHERWISE. B. INSTALL NESTED BETWEEN STUDS; EXTEND FULL HEIGHT OF EXPOSED PORTION OF PARTITION; ANCHOR SECURELY IN POSITION. F. CEILING AND SOFFIT FRAMING: 1. COORDINATE LOCATIONS OF HANGERS AND SUPPORTS WITH THE WORK OF OTHER SECTIONS. 2. PROVIDE CEILING AND SOFFIT FRAMING AS INDICATED. WHERE NOT INDICATED PROVIDE, STUD AND RUNNER FRAMING, SUSPENDED FRAMING, OR PROPRIETARY SUSPENDED FRAMING. 3. PROPRIETARY SUSPENDED FRAMING: INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. STUD AND RUNNER FRAMING: A. SECURE RUNNERS TO STRUCTURE ABOVE WITH FASTENERS AT A MAXIMUM OF 24 INCHES ON CENTER. SIZE FASTENERS AND USE REINFORCEMENTS AS NECESSARY TO SUPPORT THE DEAD LOADS APPLIED. B. SCREW FASTEN FRAMING AT EACH FLANGE JOINT. C. SPACE STUDS AT 16 INCHES ON CENTER AT HORIZONTAL LOCATIONS. D. SELECT MEMBERS TO MEET THE STRUCTURAL REQUIREMENTS SPECIFIED. 5. LIGHTGAGE SUSPENDED FRAMING: A. INSTALL IN ACCORDANCE WITH ASTM C754, UNLESS INDICATED OR SPECIFIED OTHERWISE. B. SUSPEND CEILING FROM OVERHEAD STRUCTURAL ELEMENTS ONLY. DO NOT SUPPORT FROM ANY ELECTRICAL, HVAC, PLUMBING, OR SPRINKLER SYSTEM COMPONENTS. C. SPACE CARRYING CHANNELS 4 FEET ON CENTER WITH SPLICES LAPPED 12 INCHES AND TIED. D. SUPPORT COLD ROLLED CARRYING CHANNELS WITH HANGER WIRES SPACED AT 3 FEET ON CENTER FOR LATH AND PLASTER CEILINGS AND 4 FEET ON CENTER FOR GYPSUM BOARD CEILINGS. LOOP HANGER WIRE AROUND SUPPORT ELEMENT AND TIGHTLY WRAP AROUND VERTICAL WIRE 3 TIMES; CUT OFF NEATLY. E. SPACE FURRING CHANNELS 16" O.C. WITH SPLICES LAPPED 12", MINIMUM AND TIED; CLIP OR SADDLE TIE TO RUNNER CHANNELS WITH 16-GAGE TIE WIRE. F. WHERE OVERHEAD OBSTRUCTIONS PREVENT THE REGULAR SPACING OF HANGERS, PROVIDE SECONDARY CARRYING MEMBERS FOR INDIRECT SUPPORT OF THE SUSPENSION SYSTEM, OR REINFORCE THE NEAREST ADJACENT HANGERS AND RELATED FRAMING COMPONENTS AS REQUIRED TO SPAN THE REQUIRED DISTANCE. 6. STABILIZE SUSPENDED CEILING, SOFFIT, AND FASCIA FRAMING AGAINST LATERAL MOVEMENT BY MEANS OF DIAGONAL BRACING. AT LOCATIONS WHERE PARTITIONS EXTEND TO CEILING, ONLY, INSTALL SUPPLEMENTARY BRACING AT MAXIMUM 8'_0" O.C. ALONG LENGTH OF PARTITION, AND ABOVE EACH DOOR HINGE AND STRIKE JAMB. 7. FORM OPENINGS IN CEILINGS AND FRAME OPENINGS FOR RECESSED LIGHT FIXTURES, AIR DIFFUSERS, ACCESS DOORS, HATCHES, ETC. 8. INSTALL SUPPLEMENTARY HANGER WIRES FOR SUPPORT OF CEILING MOUNTED EQUIPMENT. G. BACKING: 1. PROVIDE STEEL BACKING, UNLESS INDICATED OTHERWISE, FOR THE SUPPORT OF ALL WALL MOUNTED ITEMS. 2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH WIDE 16 GAGE STEEL PLATE SCREWED RIGIDLY TO THE STUDS. PROVIDE 12 GAGE BACKING PLATES AT HANDRAILS. H. INSTALLATION TOLERANCES: 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY DIRECTION. 2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS. 092536 VENEER PLASTER A. SUMMARY: VENEER PLASTER FINISH OVER GYPSUM BOARD BASE. B. QUALITY ASSURANCE: 1. APPLICATORS: APPROVED BY THE DISTRIBUTOR OF THE VENEER PLASTER MATERIALS, UNLESS APPROVED OTHERWISE. CONTACT THE PLASTER MATERIALS DISTRIBUTOR TO OBTAIN THE LIST OF APPROVED APPLICATORS. 2. MOCK-UP: A. PROVIDE A MINIMUM 4 X 8 MOCK-UP OF VENEER PLASTER. APPLY MOCK-UP TO A SECTION OF GYPSUM BOARD AS APPROVED BY THE OWNER OR THE ARCHITECT. B. PRIOR TO MOCK-UP, OBTAIN A SAMPLE OF THE APPROVED FINISH FROM THE VENEER PLASTER MATERIALS SUPPLIER. MOCK-UP WILL BE USED TO EVALUATE THE APPLICATOR'S ABILITY TO MATCH THE APPROVED SAMPLE. C. APPROVED MOCK-UP MAY NOT BE USED IN THE WORK. C. ENVIRONMENTAL CONDITIONS: AMBIENT AIR TEMPERATURE SHALL BE NO LESS THAN 55 DEGREES F. (NOT TO EXCEED 95 DEGREES F.) AT TIME OF INSTALLATION AND REMAIN THE SAME FOR AT LEAST 24 HOURS AFTER INSTALLATION. D. MAINTENANCE: FURNISH THE FOLLOWING IN 1 QUART CONTAINERS FOR MAINTENANCE: 1. GENERAL CLEANING: SURE KLEAN LIGHT DUTY CONCRETE CLEANER BY PROSOCO, INC.1-800-491-0721. 2. MARK REMOVAL: "GOOF OFF" BY VALSPAR CORP.1-800-345-4530. E. MATERIALS: 1. PLASTER MATERIALS: "TRADITERRA" AND "TRADITERRA SF" MATERIALS, AS AVAILABLE FROM TERRABRIOSA ARTISAN PLASTER, NAPA< CA (707-252-7781, EXT 13). COLOR AS INDICATED ON THE DRAWINGS. 2. SEALER: MIRACLE CO., (626-443-6433); "ACRYLIC SEALER 505." F. PLASTER INSTALLATION: 1. APPLY SPECIAL PLASTER FINISH IN COMPLIANCE WITH INSTRUCTIONS AVAILABLE FROM THE DISTRIBUTOR. 2. APPLY SPECIAL PLASTER FINISH AS NECESSARY TO MATCH THE APPROVED MOCK-UP. 3. PROVIDE A UNIFORM FINISH INCLUDING TEXTURE, COLOR AND PATTERN THROUGHOUT THE INSTALLATION. 4. CORNERS AND EDGES: PROVIDE SHARP CORNERS AND EDGES WITH NO BUILD UP OF SURFACEMATERIAL. G. SEALER APPLICATION: APPLY WITH TIGHT MOHAIR NAP "SLIM JIM" ROLLER, AVAILABLE THROUGH, ARDLIME PLASTERS, INC. (707-468-4320). 092400 PORTLAND CEMENT PLASTER A. SUMMARY: 1. PORTLAND CEMENT PLSTER WITH 'TRADITERRA' PLASTER FINISH 2. BUILDING PAPER UNDERLAYMENT. 3. METAL LATH AND PLASTER ACCESSORIES. 4. FOAM TRIM SHAPES. B. REFERENCES: 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): LATEST PUBLISHED VERSION, UNLESS OTHERWISEINDICATED: A. C144 - AGGREGATE FOR MASONRY MORTAR. B. C150 - PORTLAND CEMENT. C. C206 - FINISHING HYDRATED LIME. D. C207 - HYDRATED LIME FOR MASONRY PURPOSES. E. C260 - AIR ENTRAINING ADMIXTURES FOR CONCRETE. F. C847 - STANDARD SPECIFICATIONS FOR METAL LATH. G. C897 - SPECIFICATION FOR AGGREGATE FOR JOB MIXED PORTLAND CEMENT-BASED PLASTERS. H. C926 - APPLICATION OF PORTLAND CEMENT-BASED PLASTER. I. C1063 - LATHING AND FURRING FOR PORTLAND CEMENT AND PORTLAND CEMENT LIME PLASTERING, EXTERIOR (STUCCO) AND INTERIOR. C. DEFINITIONS: 1. PLASTIC CEMENT: PROPRIETARY PREMIXED PLASTER COMPOUND, CONTAINING PORTLAND CEMENT PLASTER, LIME, AND OTHER ADDITIVES. D. SUBMITTALS: 1. PRODUCT DATA: SUBMIT FOR EACH PLASTER TRIM ACCESSORY, ADMIXTURE, FIBER REINFORCING, AND BONDING AGENT PROPOSED FOR THE WORK. 2. FINISH SAMPLES: SUBMIT ONE 24" X 24" CURED CEMENT PLASTER SAMPLE OF EACH TEXTURE ON 3/4" PLYWOOD SUBSTRATE FOR APPROVAL OF FINISH TEXTURE ONLY. 3. QUALITY CONTROL SUBMITTALS: A. MIX DESIGN: SUBMIT MIX DESIGNS FOR BASE AND FINISH COATS. E. QUALITY ASSURANCE: 1. BUILDING CODES: MATERIALS, SYSTEMS, AND INSTALLATION SHALL MEET REQUIREMENTS OF THE JURISDICTIONAL CODE AUTHORITIES. 2. APPROVED INSTALLER: TERRABRIOSA ARTISAN PLASTER, NAPA< CA (707-252-7781, EXT 13). F. ENVIRONMENTAL CONDITIONS: 1. DO NOT APPLY CEMENT PLASTER UNLESS MINIMUM AMBIENT TEMPERATURE OF 40 DEGREES F IS MAINTAINED CONTINUOUSLY IN THE AREA TO BE PLASTERED; MAINTAIN TEMPERATURE 48 HOURS PRIOR TO APPLICATION OF PLASTER,WHILE THE PLASTERING IS BEING APPLIED, AND DURING THE CURING OPERATION. 2. DO NOT APPLY PLASTER TO ANY FROZEN SURFACES OR SURFACES CONTAINING FROST; PROTECT PLASTER COATS AGAINST FREEZING FOR A PERIOD OF 24 HOURS AFTER APPLICATION. G. PLASTER AND ASSOCIATED MATERIALS: 1. CEMENT: A. PORTLAND CEMENT: ASTM C150, TYPE; GRAY COLOR. B. PLASTIC CEMENT: ASTM C926. C. MASONRY CEMENT: ASTM C91. 2. SAND: NATURAL TYPE, CONFORMING TO REQUIREMENTS OF ASTM C144 OR C897; GRADATION AND USE RECOMMENDED FOR PORTLAND CEMENT BASECOAT AND FINISH COAT PLASTERING. 3. AIR ENTRAINMENT ADMIXTURE: ASTM C260, FREE OF CALCIUM CHLORIDE AND THIOCYANATES, NOT MORE THAN 0.05 PERCENT CHLORIDE IONS. 4. WATER: CLEAN, POTABLE FRESH AND FREE FROM AMOUNTS OF MATTER DELETERIOUS TO QUALITY OF CEMENT PLASTER MATERIALS. 5. HYDRATED LIME: ASTM C206 OR C207, TYPE S. 6. FIBER REINFORCING: ONE OF THE FOLLOWING. A. FIBERMESH COMPANY "FIBERMIX 25"; 1/4 INCH LONG MONOFILAMENT POLYPROPYLENE FIBERS. B. HILL BROTHERS CHEMICAL CO. "HI-FIBE P-1510"; 1/2 INCH LONG MONOFILAMENT POLYPROPYLENE FIBERS. 7. PUMPING ADDITIVES: MANUFACTURED ADDITIVES AS REQUIRED FOR IMPROVING PUMPABILITY OF THE MIX. H. LATH AND UNDERLAYMENT: 1. METAL LATH: EXPANDED TYPE, 3.4 LBS/S.Y. WEIGHT; ASTM C847; SELF-FURRING TYPE, GALVANIZED,EXCEPT PAINTED MAY BE USED AT INTERIOR APPLICATIONS. 2. BUILDING PAPER: A. BASE LAYER: DUPONT COMPANY (800-448-9835) "COMMERCIAL WRAP;" INCLUDE MANUFACTURER'S STANDARD TAPE FOR SEALING JOINTS AND PENETRATIONS. B. OUTER LAYER: DUPONT COMPANY "TYVEK STUCCOWRAP." 3. FLEXIBLE FLASHING: A. DUPONT COMPANY "TYVEK FLEXWRAP." B. W.R. GRACE "VYCOR PLUS." C. MONSEY BAKOR "BLUESKIN;" 40 MIL THICKNESS. I. ACCESSORIES: 1. FURNISH ATTACHMENT DEVICES AS REQUIRED FOR SECURE ANCHORING OF PLASTER ACCESSORIES; FURNISHCONNECTION DEVICES AND SPLICE PLATES FOR REVEALS AND PLASTIC EXPANSION JOINTS, TO ENSURE ACCURATE ALIGNMENT, ALLOWANCE FOR AXIAL MOVEMENT, WHERE REQUIRED. 2. CORNER BEADS: STOCKTON WIRE PRODUCTS (213/245-5193) "PLASTIC NOSE CORNERBEAD" OR APPROVED; 2_1/2" WOVEN WIRE FLANGES; PLASTIC COATED NOSE WIRE. 3. CASING BEADS: "NO. 66 CASING BEAD" BY DIETRICH (412-281-2810), X-66 BY AMICO, OR APPROVED;ZINC ALLOY; 7/8"; LENGTHS AS REQUIRED FOR MINIMUM NUMBER OF JOINTS IN EACH UNINTERRUPTED RUN. 4. CONTROL JOINTS: "SSP SUPERIOR SINGLE POINT SCREED (17) SEPARATION TYPE" BY SUPERIOR METAL TRIM (800-892-8673), OR APPROVED; SOLID ZINC ALLOY; LENGTHS AS REQUIRED FOR MINIMUM NUMBER OF JOINTS IN EACH UNINTERRUPTED RUN. 5. REVEALS: FRY REGLET CO, PITTCON INDUSTRIES, INC., GORDON INC, OR APPROVED; ALUMINUM EXTRUSIONS; SHAPES AS INDICATED; TWO PIECE CONTROL JOINT SCREED SIMILAR TO FRY REGLET PCS-75 SERIES; PROVIDE FACTORY FABRICATED INTERSECTIONS; MANUFACTURER'S STANDARD PRIME PAINT FINISH. 6. SOFFIT DRIP SCREED: FRY REGLET CORPORATION (818/289-4744)"DS-875-875 DRIP SCREED"; MANUFACTURER'S STANDARD PRIME PAINT FINISH. 7. ANCHORAGES FOR LATH AND ACCESSORIES: A. MINIMUM 3/8 INCH HEAD DIAMETER; MINIMUM LENGTH OF 3/4 INCH. B. SCREWS: GALVANIZED OR COPOLYMER COATED STEEL SELF TAPPING WAFER HEAD SCREWS. 8. FOAM SHAPES: A. MATERIALS: 1) EXPANDED POLYSTYRENE BOARD, PROPERLY AGED, MINIMUM 6 WEEKS; COMPLYING WITH ASTM C578 TYPE 1; AVERAGE DENSITY LBS/CU FT.; CODE APPROVED QUALITY CONTROL AND LABELING. 2) REINFORCING MESH: MANUFACTURER'S STANDARD ALKALINE RESISTANT OPEN WEAVE GLASS FIBERMESH; STANDARD DUTY. 3) BASE COAT: MANUFACTURER'S STANDARD POLYMER MODIFIED CEMENTITOUS BASE COAT. B. PROVIDE FACTORY FABRICATED HOT WIRE CUT OR MOLDED SECTIONS AT SPECIAL TRIM CONFIGURATIONS. C. PROVIDE FOAM SHAPES WRAPPED WITH FACTORY OR SHOP APPLIED REINFORCING MESH AND ADHESIVE BASE COAT OVER. HOLD BACK BASE COAT AT ENDS TO RECEIVE MESH TAPE AT END TO END JOINTS DURING FIELD INSTALLATION. J. CEMENT PLASTER MIXES: 1. PROPORTIONS (BY VOLUME): A. SCRATCH COAT: 1 PART PORTLAND CEMENT, 4 TO 5 PARTS SAND, 1/2 TO 3/4 PART LIME, AND 1 LB OF POLYPROPYLENE STRANDS FOR EACH 1000 LBS OF MIX (DRY); OR 1 PART PLASTIC CEMENT, 3 TO 4 PARTS SAND, AND 1 LB OF POLYPROPYLENE STRANDS FOR EACH 1000 LBS OF MIX (DRY). B. BROWN COAT: 1 PART PORTLAND CEMENT, 4 TO 5 PARTS SAND, 1/2 TO 3/4 PART LIME, AND 1 LB OF POLYPROPYLENE STRANDS FOR EACH 1000 LBS OF MIX (DRY); OR 1 PART PLASTIC CEMENT, 3 TO 4 PARTS SAND, AND 1 LB OF POLYPROPYLENE STRANDS FOR EACH 1000 LBS OF MIX (DRY). C. FINISH COAT: "TRADITERRA SF" MATERIALS, AS AVAILABLE FROM TERRABRIOSA ARTISAN PLASTER, NAPA< CA (707-252-7781, EXT 13). COLOR AS INDICATED ON THE DRAWINGS. 2. MIXING: A. UNLESS OTHERWISE SPECIFIED OR APPROVED BY THE ARCHITECT, PROVIDE MECHANICAL MIXING OF PLASTER IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C926. KEEP WATER TO A MINIMUM, USING ONLY THE AMOUNT NECESSARY TO MAINTAIN CONSISTENCY. B. ADD AIR ENTRAINMENT ADMIXTURES TO PROVIDE 2 TO 4 PERCENT ENTRAINMENT IN ALL COATS. C. INCORPORATE PUMPING ADDITIVES AS REQUIRED IN THE APPROVED MIX DESIGN. K. INSTALLATION OF LATH, UNDERLAYMENT, AND ACCESSORIES: 1. INSTALL SPECIFIED PRODUCTS AND SYSTEMS IN ACCORDANCE WITH REFERENCED STANDARDS AND SPECIFICATIONS, UNLESS INDICATED OR SPECIFIED OTHERWISE. 2. BUILDING PAPER (DOUBLE LAYER): A. APPLY TWO PLIES OF BUILDING PAPER OVER SUBSTRATE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS; BOTH LAYERS LAPPED TO WEATHER. B. APPLY BASE LAYER COMPLETE TO FORM A CONTINUOUS AIR BARRIER. TAPE ALL JOINTS AND PENETRATIONS WITH MANUFACTURER'S RECOMMENDED TAPE. C. COORDINATE INSTALLATION OF WINDOWS AND OTHER WALL PENETRATIONS WITH THE INSTALLATION OF FLEXIBLE FLASHING AND BUILDING PAPER AS SHOWN. D. APPLY OUTER LAYER. E. INSTALL BUILDING PAPER LAYERS WITH CORROSION RESISTANT SCREWS WITH WASHERS. DO NOT USE STAPLES. 3. ACCESSORIES: A. FASTEN ACCESSORIES THROUGH SHEATHING TO METAL STUDS; AT CMU PREDRILL AND FASTEN ACCESSORIES WITH THREADING FASTENERS. B. INSTALL ACCESSORIES AS INDICATED IN COMBINATION WITH CEMENT PLASTER WORK. C. FIELD CUT ACCESSORIES AS NECESSARY FOR ACCURATE ALIGNMENT AND CONFORMANCE TO DETAILS; MAKE ALL CUTS NEAT AND STRAIGHT; REMOVE BURRS BEFORE INSTALLATION. D. INSTALL ACCESSORIES IN ACCURATE ALIGNMENT, STRAIGHT, AND ACCORDING TO DETAILS. INSTALL CONTINUOUS SHIMS BEHIND FLANGES OF ACCESSORIES AS NECESSARY TO ACHIEVE PROPER FACE LOCATION FOR ACCURATE SCREEDING TO FINISHED SURFACE. E. FIELD DRILL ACCESSORIES AS NECESSARY FOR ANCHORAGE. F. INSTALL ACCESSORIES FOR ACCURATE ALIGNMENT AT END TO END JOINTS. G. APPLY SEALANT BEHIND END TO END JOINTS IN CONTROL JOINT ACCESSORIES, PRIOR TO APPLICATION OF PLASTER. H. CONSTRUCT JOINTS AND INTERSECTIONS IN ACCESSORIES TO PRECLUDE RAINWATER LEAKAGE. PROVIDE WEEPS OR WASHES AT BOTTOM OF VERTICAL REVEALS AND CONTROL JOINTS. I. CONTROL JOINTS: 1) INSTALL CONTROL JOINTS WHERE SHOWN. WHERE NOT SHOWN, PLACE CONTROL JOINTS TO FORM RECTANGULAR AREAS NOT EXCEEDING 144 SQUARE FEET MAXIMUM. VERIFY EXACT LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION. 2) RUN METAL LATH CONTINUOUS UNDER CONTROL JOINTS. 3) SECURE CONTROL JOINTS BY SCREWING FLANGES THROUGH TO FRAMING, OR BY WIRE TYING TO LATH. 4. REVEALS: A. PROVIDE BUTYL TAPE BACKUP IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. RUN VERTICAL JOINTS CONTINUOUS THROUGH "+" INTERSECTION. C. SEAL ALL SPLICES AND INTERSECTIONS. 5. EXCEPT AS OTHERWISE DETAILED, CASE FINISHES TERMINATING AT DISSIMILAR MATERIALS; INSTALL CORNER BEAD AT ALL OUTSIDE CORNERS. 6. STOPS, OTHER THAN CASINGS, WHERE SHOWN OR REQUIRED AROUND LIGHTING FIXTURES, AIR DIFFUSERS, ETC., ARE TO BE FURNISHED UNDER OTHER SECTIONS FOR INSTALLATION AS PART OF THE CEMENT PLASTER WORK. TYPE OF STOP, IF NOT SHOWN, SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND MUST BE APPROVED BY THE ARCHITECT BEFORE INSTALLATION. L. INSTALLATION OF LATH: 1.ATTACH METAL LATH IN ACCORDANCE WITH ASTM C1063 UNLESS SPECIFIED OTHERWISE. 2.METAL STUD AND SHEATHING SUBSTRATE: FASTEN LATH THROUGH SHEATHING TO STEEL STUDS AND FURRING MEMBERS WITH GALVANIZED WAFER HEAD SCREWS. SCREWS SHALL PASS THROUGH THE SHEATHING AND PENETRATE METAL FRAMING A MINIMUM OF 3/8 INCHES. SPACE FASTENERS A MAXIMUM OF 24 INCHES O.C.HORIZONTALLY, AND 6 INCHES O.C. VERTICALLY. 3.CONCRETE MASONRY SUBSTRATE: ATTACH TO CONCRETE MASONRY UNITS WITH GALVANIZED ROOFING NAILS. FASTEN TO THE SURFACES WITH APPROVED GALVANIZED FASTENERS AT 24 INCHES ON CENTER HORIZONTALLY AND A MAXIMUM OF 8 INCHES ON CENTER VERTICALLY. USE SELF FURRING LATH. 4.CONCRETE SUBSTRATE: FASTEN WITH GALVANIZED POWDER DRIVEN FASTENERS AT 12 INCHES ON CENTER VERTICALLY AND HORIZONTALLY. USE SELF FURRING LATH. THE FASTENERS SHALL BE RATED BY ICBO REPORTS TO RESIST A DOWNWARD SHEAR FORCE OF 96 LBS (12 LB LOAD WITH A SAFETY FACTOR OF 8). SELECT FASTENERS WHICH CONFORM TO THE PERFORMANCE SPECIFIED UNDER EACH INSTALLATION CONDITION, INCLUDING THE COMPRESSIVE STRENGTH OF THE CONCRETE, WHICH MAY BE GREATER THAN THAT INDICATED OR SPECIFIED. N. FOAM TRIM SHAPES: 1.APPLY PRIMER RECOMMENDED BY THE MANUFACTURER TO CEMENT PLASTER BASE SURFACES TO RECEIVE FOAM TRIM SHAPES. 2.BOND PRE-WRAPPED TRIM SHAPES TO CEMENT PLASTER BASE WITH ADHESIVE/BASE COAT. ARRANGE FOAM TRIM SHAPES IN ACCURATE ALIGNMENT. GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 CC O P Y R I G H TG L O B E A T E L I Ê SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE REV#ISSUEPROJECT:2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS KATHRYN CULLEY-RAPATA, AIA PH: 510-459-5136 STATUS: g l o b e a t e l i ê GA25-WSI024 LANDLORD / PERMIT SETSTATION TWELVE3105 SHERIDAN DRIVE, SUITE #678 | BUILDING F1,AMHERST, NY 14226FEASIBILITY SET05-15-2025 PRELIMINARY SET06-19-2025 LL / PERMIT SET09-09-2025 A14.07 SPECIFICATIONS STAFF PS 3. PROVIDE MESH REINFORCING TAPE AT END TO END JOINTS AND TROWEL OVER BASE COAT. LEAVE SURFACES READY TO RECEIVE FINISH COAT SPECIFIED BELOW. O. PLASTER FINISH APPLICATION: 1. DAMPEN BASE COAT PRIOR TO APPLICATION OF FINISH COAT. 2. APPLY FINISH COAT, ACCURATELY SCREEDED TO ACCESSORIES; 1/8 INCH THICKNESS OVER BASE COATS. P. CLEANING: 1. CLEAN ALL BEADS, SCREEDS, REVEALS, METAL BASE, METAL TRIM, ELECTRICAL OUTLETS, AND OTHER ITEMS IN CONTACT WITH CEMENT PLASTER, LEAVING WORK READY FOR DECORATION BY OTHERS. AS WORK IS COMPLETED IN EACH AREA, REMOVE ALL RUBBISH, UTENSILS, AND SURPLUS MATERIALS, LEAVING SURROUNDING AREAS BROOM CLEAN. 2. REMOVE MASKING FROM ACCESSORIES MASKED TO PREVENT CEMENT PLASTER CLOGGING. Q. SEALER: 1. AS RECOMMENDED BY THE PLASTER FINISH MANUFACTURER. R. TOLERANCES: 1. FLAT PLASTER SURFACES SHALL BE STRAIGHT WITHIN 1/8" IN 10 FEET WHEN TESTED WITH A STRAIGHTEDGE IN ANY DIRECTION. 2. ACCESSORIES SHALL BE INSTALLED FREE OF VISIBLE WAVE, STRAIGHT WITHIN 1/16 INCH IN 1 FOOT AND 1/8 INCH IN 10 FEET OF ANY PLANE THROUGH THE AXIS OF THE ACCESSORY, WHEN TESTED WITH A STRAIGHTEDGE; HORIZONTAL ACCESSORIES SHALL BE INSTALLED LEVEL. 3. CURVED SURFACES: TRUE TO THE RADIUS INDICATED WITH NO FLAT SPOTS OR WAVES; RADII SHALL BE UNIFORM AND NOT VARY FROM INDICATED DIMENSIONS BY MORE THAN 1/8" IN 10 FEET. 4. CORNERS AND EDGES: SHARP WITH NO BUILD UP OF SURFACE MATERIAL; STRAIGHT WITHIN 1/16 INCH IN 1 FOOT AND 1/8 INCH IN 10 FEET. 5. ALIGNMENT: JOINTS BETWEEN ACCESSORIES SHALL BE ALIGNED TO WITHIN 1/32 INCH. 092843 GYPSUM SHEATHING A. MATERIALS: 1. GYPSUM SHEATHING: ONE OF THE FOLLOWING: a.G-P GYPSUM CORPORATION "DENS-GLASS GOLD"; GLASS MAT FACED; ASTM C1177; 5/8 INCH THICK. b. USG FIBEROCK29#64 BRAND SHEATHING WITH AQUA-TOUGH (TM); 5/8 INCH THICK 2. SCREWS: GALVANIZED; SELF-DRILLING; SELF-DRILLING, BUGLE HEAD SCREWS; MINIMUM 1-1/4 INCH LONG. B. INSTALLATION: 1. INSTALL SQUARE EDGE BOARDS PARALLEL OR PERPENDICULAR TO FRAMING. INSTALL BOARDS PARALLEL TO FRAMING AT FIRE RATED WALLS. APPLY SHEATHING WITH JOINTS STAGGERED. ALL EDGES SHALL BE FIRMLY SUPPORTED. 2. INSTALL SHEATHING WITH COATING TOWARDS EXTERIOR. 3. SCREW TO FRAMING. SPACE FASTENERS 8 INCHES O.C. IN FIELD AND 4 INCHES O.C. AT ENDS ALONG EACH FRAMING MEMBER. 4. DO NOT BRIDGE EXPANSION OR SEISMIC JOINTS. 092900 GYPSUM BOARD A. QUALITY CONTROL: PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED. ASSEMBLIES SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. B. MATERIALS: 1. GYPSUM BOARD: a. 5/8 INCH THICK UNLESS NOTED OTHERWISE; PROVIDE TYPE X IN FIRE RATED PARTITIONS. b. STANDARD BOARD: ASTM C36. c. WATER RESISTANT BOARD: ASTM C630. 2.ACCESSORIES: a. TRIM: CONCEALED FLANGE SCREW-ON TYPE; METAL; GA 216. b. JOINT COMPOUND, TAPE, AND FINISHING COMPOUND: ASTM C475 AND GA 216. c. SCREWS: ASTM C1002. d. PROPRIETARY SKIM COAT: USG "TUFF-HIDE SHEETROCK BRAND PRIMER-SURFACER." C. INSTALLATION: 1. INSTALLATION STANDARD: UNLESS SPECIFIED OTHERWISE, PERFORM WORK IN ACCORDANCE WITH GYPSUM ASSOCIATION 216, "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD." 2. INSTALL WATER RESISTANT BOARD RESTROOM WALLS AS A SUBSTRATE FOR SURFACES SCHEDULED TO RECEIVE CERAMIC TILE IN TOILET COMPARTMENTS. 3. SCREW FASTEN BOARD TO FRAMING, UNLESS APPROVED OTHERWISE. 4. TRIM: a. USE LONGEST PRACTICAL LENGTHS, WITH NO PIECE LESS THAN 2 FEET LONG FOR CONTINUOUS RUNS GREATER THAN 8 FEET. SECURELY FASTEN AND ALIGN TRIM ENDS AT JOINTS. b. PLACE CONCEALED FLANGE CORNER BEADS AT ALL EXTERNAL CORNERS. AT ANGLES OTHER THAN 90 DEGREES, BEND THE FLANGE TO CONFORM TO THE ANGLE. c. PLACE CONCEALED FLANGE TYPE L TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. d. USE J TRIM AT EXPOSED GYPSUM BOARD EDGES WHERE SEALANT JOINT IS INDICATED. 5.CONTROL JOINTS: a. POSITION CONTROL JOINTS TO INTERSECT LIGHT FIXTURES, AIR DIFFUSERS, DOOR OPENINGS, AND OTHER AREAS OF STRESS CONCENTRATION. b. POSITION CONTROL JOINTS AT LOCATIONS WHERE CONTROL JOINTS OCCUR IN THE BUILDING STRUCTURE. c. LOCATE CONTROL JOINTS TO FORM RECTANGULAR OR SQUARE SECTIONS, IN "L," "U," "T," OR OTHER IRREGULARLY SHAPED AREAS. 6. EXPANSION JOINTS: a. FWF-200 BY C/S CONSTRUCTION SPECIALTIES COMPANY (570/546-5941). COLOR AS INDICATED ON THE DRAWINGS. b. POSITION EXPANSION JOINTS AT LOCATIONS WHERE EXPANSION JOINTS OCCUR IN THE BUILDING STRUCTURE. 7. FINISHING: a. PROVIDE FINISHING IN ACCORDANCE WITH GA 214. b. WHERE NECESSARY TO SAND, DO SO WITHOUT DAMAGING THE FACE OF THE GYPSUM BOARD. c. LEVELS OF FINISH: 1) LEVEL 5: PROVIDE AT THE FOLLOWING LOCATIONS: a) SURFACES PERPENDICULAR AND ADJACENT TO OR NEAR (WITHIN 24 INCHES OF) EXTERIOR WINDOWS, AND SURFACE MOUNTED LIGHT FIXTURES. b) SURFACES TO RECEIVE DEEP TONE COLORS c) SURFACES TO RECEIVE VENEER PLASTER FINISHES d) AT COLUMNS WITH RECESSED WALL STANDARDS e) AT STOREFRONTS 2) LEVEL 4: PROVIDE UNLESS INDICATED OR SPECIFIED OTHERWISE. 3) LEVEL 3: PROVIDE AT THE FOLLOWING LOCATIONS: a) SURFACES TO RECEIVE FABRIC WALL COVERING. 4) LEVEL 2: PROVIDE AT THE FOLLOWING LOCATIONS: a) STORAGE ROOMS. b) MECHANICAL ROOMS. c) JANITORS CLOSETS. d) SURFACES TO RECEIVE TILE OR OTHER THICK FINISH MATERIALS APPLIED TO GYPSUM BOARD SURFACES. 5) LEVEL 1: PROVIDE AT THE FOLLOWING LOCATIONS: a) SURFACES OF FIRE RATED ASSEMBLIES CONCEALED FROM VIEW IN THE FINISHED WORK ("FIRE-TAPING"). b) SURFACES OF ACOUSTICAL ASSEMBLIES CONCEALED FORM VIEW IN THE FINISHED WORK 6) LEVEL 0: PROVIDE AT THE FOLLOWING LOCATIONS: a) SURFACES OF NON-FIRE RATED ASSEMBLIES CONCEALED FROM VIEW IN THE FINISHED WORK, INCLUDING SURFACES TO BE COVERED BY CASEWORK, WOOD PANELING, d. LEVEL 4 AND 5 FINISHES: RETURN TO THE SITE AFTER PRIMER IS APPLIED, AND TOUCH-UP URFACE DEFECTS. e. PROPRIETARY SKIM COAT MATERIAL MAY BE USED IN LIEU OF JOINT COMPOUND AS SKIM COAT AT LEVEL 5 SURFACES. D. TOLERANCES: 1. FLAT PLASTER SURFACES SHALL BE STRAIGHT WITHIN 1/8" IN 10 FEET WHEN TESTED WITH A STRAIGHTEDGE IN ANY DIRECTION. 2. CURVED SURFACES: TRUE TO THE RADIUS INDICATED WITH NO FLAT SPOTS OR WAVES; RADII SHALL BE UNIFORM AND NOT VARY FROM INDICATED DIMENSIONS BY MORE THAN 1/8" IN 10 FEET. 3. CORNERS AND EDGES: SHARP WITH NO BUILD UP OF SURFACE MATERIAL; STRAIGHT WITHIN 1/16 INCH IN 1 FOOT AND 1/8 INCH IN 10 FEET. 4. ALIGNMENT: JOINTS BETWEEN ACCESSORIES SHALL BE ALIGNED TO WITHIN 1/32 INCH. 093000 TILE A. SUMMARY: 1. SECTION INCLUDES: a. INTERIOR TILE RESTROOM TILE. b. REINFORCED WATERPROOF MEMBRANES. c. CRACK ISOLATION MEMBRANES. d. SCREEDS e. SEALER. 2. RELATED SECTIONS: a. 044216 - MECHANICALLY ANCHORED STONE VENEER: EXTERIOR STONE CLADDING. B. REFERENCES: 1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): a. A108.1 - CERAMIC TILE INSTALLED WITH PORTLAND CEMENT MORTAR. b. A108.4 - CERAMIC TILE INSTALLED WITH WATER-RESISTANT ORGANIC ADHESIVE. c. A108.5 - CERAMIC TILE INSTALLED WITH DRY-SET AND LATEX PORTLAND CEMENT MORTAR. d. A118.4 - LATEX-PORTLAND CEMENT MORTAR. e. A108.10 - INSTALLATION OF GROUT IN TILEWORK. f. A118.4 - LATEX-PORTLAND CEMENT MORTAR. g. A136.1 - ORGANIC ADHESIVE FOR INSTALLATION OF CERAMIC TILE h. A137.1 - CERAMIC TILE 2. TILE COUNCIL OF AMERICA (TCA): a. HANDBOOK OF FOR CERAMIC TILE INSTALLATION, CURRENT EDITION. C. SUBMITTALS: 1. SAMPLES: a. TILE: SUBMIT SAMPLES OF EACH TYPE AND COLOR OF TILE. INCLUDE REPRESENTATIVE RANGE OF COLORS AND FINISHES TO BE EXPECTED. b. GROUT: SUBMIT CURED SAMPLES OF EACH GROUT COLOR. c. SCREEDS: SUBMIT SAMPLES OF EACH TYPE AND FINISH OF SCREED; MINIMUM 3 INCH LENGTH. 2. PRODUCT DATA: SUBMIT FOR EACH TYPE OF GROUT, ADHESIVE, ADDITIVE, ACCESSORY, AND MEMBRANE SPECIFIED. 3. SHOP DRAWINGS: INDICATE GENERAL LAYOUT, SURROUNDING CONSTRUCTION, LOCATION OF EXPANSION JOINTS IN SUBSTRATES AND TILE FIELDS, EDGE DETAILS, AND SPECIAL CONDITIONS. 4. SCHEDULE: SUBMIT A SCHEDULE OF EACH TILE TYPE, GROUT, AND JOINT WIDTH COMBINATION PROPOSED. D. QUALITY ASSURANCE: 1. CONFORM TO ANSI STANDARD SPECIFICATIONS FOR THE INSTALLATION OF CERAMIC TILE. E. MAINTENANCE: 1. FURNISH 1 PERCENT ADDITIONAL QUANTITIES OF EACH TYPE OF TILE INSTALLED FOR MAINTENANCE PURPOSES. 2. LEAVE EXTRA STOCK AT SITE WHERE DIRECTED, IN CLEARLY MARKED SEALED CARTONS. 3. TILE WHICH IS USED TO SATISFY EXTRA STOCK REQUIREMENTS SHALL BE FREE OF DAMAGED TILES, SECONDS, OR TILE WHICH IS NOT IN CONFORMANCE WITH THESE SPECIFICATIONS. F. TILE: 1. TILE TYPES: AS LISTED ON THE MATERIALS AND FINISH LEGEND. 2. FURNISH TILE MANUFACTURED IN ACCORDANCE WITH ANSI A137.1. 3. SPECIAL SHAPES: UNLESS OTHERWISE INDICATED OR SPECIFIED, FURNISH SPECIAL SHAPES AS STANDARD WITH THE TILE MANUFACTURER FOR UNIFORM TRANSITIONS AND CONCEALED EDGES IN THE FINISHED INSTALLATION. SPECIAL SHAPES INCLUDE BULLNOSES, DOUBLE BULLNOSES, CORNER BULLNOSES, AND COVE ASSEMBLIES. G. ACCESSORY MATERIALS: 1. TILE SETTING MATERIALS: A. THINSET MORTAR: "KERABOND" WITH "UNIVERSAL KERALASTIC" BY MAPEI CORP., "211 CRETE FILLER POWDER" WITH 4237 LATEX THIN-SET MORTAR ADDITIVE," BY LATICRETE INTERNATIONAL, INC.,HYDROMENT"TILE-MATE PREMIUM" WITH "447 FLEX-A-LASTIC" BY BOSTIK, OR APPROVED. B. RAPID-SET THIN BED MORTAR: "GRANI/RAPID" WITH "KER 318" FLEXIBLE ADMIXTURE" BY MAPEI CORP.,HYDROMENT "SINGLE FLEX FS," BY BOSTIK, OR "211 CRETE FILLER POWDER" WITH "4237 LATEX THIN-SET MORTAR ADDITIVE" AND "101 RAPID SET LATEX" (PROPORTIONS AS RECOMMENDED BY THE MANUFACTURER FOR THE SETTING TIME REQUIRED)," BY LATICRETE INTERNATIONAL, INC. C. MEDIUM BED MORTAR: "GRANI/RAPID" BY MAPEI CORP., HYDROMENT "MEDIUM BED MORTAR" BY BOSTIK, OR "226 THICK BED MORTAR MIX" WITH "3701 LATEX MORTAR ADMIX," BY LATICRETE INTERNATIONAL, INC., OR APPROVED. D. RAPID SET MEDIUM BED MORTAR: "GRANI/RAPID" BY MAPEI CORP., OR "211 CRETE FILLER POWDER" WITH "3701 LATEX MORTAR ADMIX" AND "101 RAPID SET LATEX"(PROPORTIONS AS RECOMMENDED BY THE MANUFACTURER FOR THE SETTING TIME REQUIRED), BY LATICRETE INTERNATIONAL, INC., OR APPROVED. E. ORGANIC ADHESIVES: ANSI A136.1, TYPE I; PROVIDE PRIMER/SEALER AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. 2. CEMENTITIOUS SANDED GROUT: A. FAST SETTING: "ULTRA/COLOR" BY MAPEI CORP., "FLOOR JOINT AND GROUT FILLER" WITH "3701 LATEX MORTAR ADMIXTURE" AND "101 RAPID SET LATEX", BY LATICRETE INTERNATIONAL, INC. (PROPORTIONS AS RECOMMENDED BY THE MANUFACTURER FOR THE SETTING TIME REQUIRED); SANDED, EXCEPT UNSANDED AT JOINTS SCHEDULED LESS THAN 1/8 INCH WIDE. B. STANDARD GROUT: "KER 200" BY MAPEI CORP., OR "500 SERIES SANDED GROUT" WITH "1776 GROUT ADMIX PLUS", BY LATICRETE INTERNATIONAL, INC., HYDROMENT"CERAMIC TILE GROUT /JOINT FILLER" WITH "425 FLEXIBLE GROUT ADMIXTURE" BY BOSTIK; SANDED, EXCEPT UNSANDED AT JOINTS LESS THAN 1/8 INCH WIDE. C. COLORS: AS SELECTED BY THE ARCHITECT FROM THE MANUFACTURER'S STANDARD LINE. 3. CEMENTITIOUS UNSANDED GROUT: A. STANDARD GROUT: "KER 800" BY MAPEI CORP., OR "500 SERIES UNSANDED GROUT" WITH "1776 GROUT ADMIX PLUS" BY LATICRETE INTERNATIONAL, INC., HYDROMENT "CERAMIC TILE GROUT /JOINT FILLER" WITH "425 FLEXIBLE GROUT ADMIXTURE" BY BOSTIK. B. COLORS: AS SELECTED BY THE ARCHITECT FROM THE MANUFACTURER'S STANDARD LINE. 4. TILE WATERPROOFING MEMBRANE: A. "HYDROMENT ULTRA-SET," BY BOSTIK. B. "PRP 315" BY MAPEI CORP. C. "LATICRETE 9235," BY LATICRETE INTERNATIONAL, 5. METAL SCREED: AS MANUFACTURED BY SCHLUTER SYSTEMS, INC. (800/225-8902), OR CERAMIC TOOL COMPANY, (800/236-5230); CLEAR ANODIZED ALUMINUM TILE EDGING TRIM; SIZES AS REQUIRED FOR INSTALLATION OF TOP OF SCREED FLUSH WITH TOP OF TILE, AS DETAILED. 6. SILOXANE TYPE TILE SEALER: A. CERAMASEAL "MAGIC SEAL" BY BOSTIK/CERAMASEAL (800/523-6530). B. MIRACLE SEALANTS "511-H20" BY MIRACLE SEALANTS AND ABRASIVES COMPANY (800/350-1901). H. PREPARATION: 1. CLEAN SUBSTRATE SURFACES FREE OF GREASE, DIRT, DUST, ORGANIC IMPURITIES, AND OTHER MATERIALS WHICH WOULD IMPAIR BOND. 2. MECHANICALLY ABRADE AND THEN WASH EXISTING TILE FLOORS INDICATED TO BE COVERED WITH NEW CERAMIC TILE. I. SLAB LEVELING: 1. PRIOR TO INSTALLATION OF THINSET FLOOR TILE, WHERE LOCAL IRREGULARITIES IN THE SUBSTRATE SURFACE WOULD PREVENT LEVEL INSTALLATION OF THE TILE, THE SUBSTRATE SHALL BE BROUGHT TO PLANE SURFACE WITH VARIATIONS NOT TO EXCEED 1/8 INCH IN 4 FEET (CUMULATIVE) AND 1/4 INCH IN 10 FEET (NON-CUMULATIVE). SMOOTH ALL ABRUPT CHANGES IN PLANE. 2. USE THINSET MORTAR OR OTHER FILLER FOR SLAB LEVELING. OTHER FILLERS ARE SUBJECT TO ENDORSEMENT BY THE SETTING MORTAR MANUFACTURER. SUBMIT MANUFACTURER'S LETTER OF APPROVAL TO THE ARCHITECT, AND THE OWNER'S REPRESENTATIVE. 3. SCREED OR FLOAT TO APPROPRIATE THICKNESS AND SPECIFIED SURFACE TOLERANCE. ALLOW TO SET PRIOR TO PROCEEDING WITH INSTALLATION. DO NOT EXCEED THE MAXIMUM THICKNESSES FOR THIN BED MORTAR AS RECOMMENDED BY THE MANUFACTURER. J. CRACK ISOLATION. 1. INSTALL CRACK ISOLATION MEMBRANE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, UNLESS INDICATED OR SPECIFIED OTHERWISE. 2. PROVIDE CRACK ISOLATION MEMBRANE AT FOLLOWING LOCATIONS: A. AT CONTROL AND CONSTRUCTION JOINTS IN CONCRETE FLOORS. B. AT CHANGES IN SUBSTRATE MATERIALS. C. SURFACES OF SUSPENDED SLABS MINIMUM 15" EACH SIDE OF BUILDING COLUMN GRID LINES (TOTAL OF 30",MINIMUM) AT CONCRETE DECK CONSTRUCTION WITH METAL DECK. D. SHRINKAGE CRACKS 1/16 INCH OR LARGER IN SLABS. 3. EXTEND A MINIMUM OF 12 INCHES EACH SIDE OF CRACK OR JOINT. 4. DO NOT APPLY CRACK ISOLATION MEMBRANE AT JOINTS WHICH WILL BE REFLECTED AS EXPANSION JOINTS IN THE TILE. 5. OMIT CRACK ISOLATION AT FLOORS INDICATED FOR WATERPROOF MEMBRANE. K. WATERPROOF MEMBRANE INSTALLATION: 1. INSTALL WATERPROOF MEMBRANES IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. INSTALL WATERPROOF MEMBRANES AT RESTROOM LOCATIONS 3. AT SLAB ON GRADE LOCATIONS, INSTALL WATERPROOF MEMBRANES ONLY ALONG THE PERIMETER OF TILE AREAS. EXTEND THE MEMBRANE UP THE WALL AND A MINIMUM OF 6 INCHES OUT ONTO THE FLOOR SURFACE. 4. AT ABOVE GRADE LOCATIONS, INSTALL WATERPROOF MEMBRANE COMPLETELY OVER FLOOR SURFACES INDICATED, AND UP THE WALL. 5. WHERE THE WATERPROOF MEMBRANE IS EXTENDED UP THE WALL, EXTEND TO ONE TILE HEIGHT. DO NOT EXPOSE THE WATERPROOF MEMBRANE TO VIEW. 6. USE EMBEDDED REINFORCING MESH AT CHANGES IN PLANE AND MATERIAL. 7. PROTECT WATERPROOF MEMBRANE FROM DAMAGE UNTIL AFTER TILE INSTALLATION IS COMPLETE. 8. INSTALL WATERPROOF MEMBRANE INTO CLAMPING RING OF FLOOR DRAIN. L. INSTALLATION OF TILE: 1. INTERIOR FLOOR APPLICATION - THINSET OVER CONCRETE SUBSTRATE OR WATERPROOF MEMBRANE. A. TCA SYSTEM: SIMILAR TO F113. B. INSTALLATION STANDARD: ANSI A108.5. C. SETTING MATERIALS: THINSET MORTAR; 3/32 INCH MINIMUM THICKNESS. 2. WALL APPLICATION - GYPSUM BOARD SUBSTRATE: ONE OF THE FOLLOWING: A. THINSET MORTAR SYSTEM 1) TCA SYSTEM: SIMILAR TO W243. 2) INSTALLATION STANDARD: ANSI A108.5. 3) SETTING MATERIALS: THINSET MORTAR. B. ORGANIC ADHESIVE SYSTEM: 1) TCA SYSTEM: W223. 2) INSTALLATION STANDARD: ANSI A108.4. 3) SETTING MATERIALS: ORGANIC ADHESIVE. 3. JOINT PATTERN: A. LAY OUT TILE PATTERN PRIOR TO COMMENCING TILE INSTALLATION. B. ACCURATELY LOCATE GROUT JOINTS ON LINES INDICATED; WHERE NOT INDICATED, ADJUST GROUT JOINTS WITHIN SPECIFIED TOLERANCES TO MINIMIZE USE OF CUT TILES AT FIELD EDGES. C. WHERE CUT TILES ARE NECESSARY, POSITION TILE SUCH THAT CUT TILE AT EACH EDGE OF EACH RECTILINEAR FIELD IS NOT LESS THAN HALF OF A FULL SIZE UNIT, UNLESS INDICATED OTHERWISE. 4. TILES SHALL BE BLENDED AS REQUIRED TO AVOID PATTERN REPEATS AND "PATCHES" OF ADJOINING TILES OF DISTINCTIVE COLOR OR CHARACTER WITHIN EACH FIELD AREA. 5. INSTALL TILES ALIGNED WITH ADJACENT FINISHES, WHERE INDICATED. PROVIDE MORTAR FILL AS NECESSARY FOR PROPER ALIGNMENT. 6. EXCEPT AS OTHERWISE INDICATED, INSTALL BULLNOSE TILES AT EXPOSED TILE EDGES, INCLUDING EDGES ADJACENT TO CARPET, EDGES OF PLANTERS, EXTERNAL CORNERS, AND TOPS OF BASES. 7. CERAMIC TILE: INSTALL COVED TRANSITION PIECES TO MATCH HORIZONTAL SURFACE TILE COLORS IN RESTROOMS, AT INTERSECTIONS OF FLOOR TILE WITH WALLS. INSTALL TILE FOR SQUARE CORNERS AT VERTICAL INSIDE CORNERS. 8. CLEAN JOINTS OF MORTAR TO MINIMUM DEPTH OF 1/4 INCH TO ALLOW SUBSEQUENT GROUT INSTALLATION. 9. PROVIDE TEMPORARY SETTING BUTTONS AND SHIMS AS NECESSARY TO MAINTAIN WALL TILES IN POSITION UNTIL SETTING MORTAR HAS SET. 10. TOLERANCES: A. JOINT WIDTH VARIATION: PLUS OR MINUS 25% OF THE PROPOSED JOINT WIDTH. B. TAPER: PLUS OR MINUS 25% FROM ONE END TO THE OTHER. C. NO PORTION OF A TILE SURFACE SHALL VARY MORE THAN 1/16 INCH ABOVE OR BELOW AN ADJACENT TILE SURFACE. D. INSTALL TILE FIELDS LEVEL TO WITHIN TOLERANCE SPECIFIED FOR FINISHED SUBSTRATE. 11. SCREED INSTALLATION: A. INSTALL SCREEDS AT TILE FIELD EDGES AT THE LOCATIONS INDICATED. B. ACCURATELY CUT TO LENGTH FOR FLUSH TIGHTLY BUTTED JOINTS. PROVIDE MITER CUT ANGLE JOINTS. REMOVE BURRS AT FIELD CUTS. C. INSTALL IN LONGEST POSSIBLE LENGTHS, EXCEPT THAT NO SCREED SECTION SHALL BE LONGER THAN 12 FEET OR SHORTER THAN 4 FEET IN LENGTH FOR CONTINUOUS RUNS GREATER THAN 16 FEET. D. INSTALL SCREEDS FREE FROM WAVES AND VARIATIONS IN HEIGHT, FLUSH WITH TOP OF ADJACENT TILE SURFACES. E. SET SCREEDS DIRECTLY IN SETTING BED AS THE TILE INSTALLATION PROCEEDS. COMPLY WITH SCREED MANUFACTURER'S INSTRUCTIONS TO ACHIEVE MORTAR TIGHTLY COMPACTED BETWEEN SCREED AND TILE EDGE. F. GRIND SCREED JOINTS AS NECESSARY TO CORRECT MINOR MISALIGNMENT AND TO EASE SHARP OUTSIDE CORNERS. M. EXPANSION JOINTS: 1. PLACE EXPANSION JOINTS AT MAXIMUM 30 FOOT INTERVALS FOR INTERIOR INSTALLATIONS. 2. PLACE EXPANSION JOINTS AT CONTROL AND EXPANSION JOINTS IN CONCRETE SLABS, AND AT INTERSECTIONS WITH WALLS AND COLUMNS. 3. JOINT SIZES: SET TO MATCH WIDTH OF TYPICAL GROUTED JOINT; BUT IN NO CASE LESS THAN 1/4". 4. LEAVE EXPANSION JOINTS FREE OF MORTAR. 5. SEALANT MATERIALS AND INSTALLATION ARE SPECIFIED IN SECTION 079200. N. GROUTING: 1. COMPLY WITH PROVISIONS OF ANSI A108.10. 2. MIX GROUTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. GROUT ALL JOINTS, EXCEPT EXPANSION JOINTS, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. FLOAT JOINTS TO A SLIGHTLY CONCAVE PROFILE. 4. REMOVE EXCESS GROUT FROM TILE SURFACES IN ACCORDANCE WITH THE GROUT AND TILE MANUFACTURER'S RECOMMENDATIONS. DO NOT USE EXCESS AMOUNTS OF WATER. 5. PROTECT ADJACENT SURFACES FROM DAMAGE CAUSED BY CLEANING AGENTS. DO NOT USE CLEANERS WHICH WOULD DAMAGE TILE OR GROUT SURFACES. 6. DO NOT GROUT JOINTS INDICATED TO RECEIVE SEALANTS, INCLUDING INSIDE RIGHT ANGLE CORNER JOINTS BETWEEN FLOORS AND WALLS OF COLUMN BASES. GROUT JOINTS PERPENDICULAR TO EXPANSION JOINTS SHALL BE FINISHED FLUSH WITH TILE EDGES. 7. CURED GROUT JOINTS SHALL BE MADE FREE OF EFFLORESCENCE, PRIOR TO SEALING. O. CURING: CURE INSTALLATION IN ACCORDANCE WITH THE GROUT MANUFACTURER'S RECOMMENDATIONS. PROTECT TILE AND GROUT DURING CURING OPERATIONS. P. PROTECTION: 1. PROTECT TILE INSTALLATIONS FROM DAMAGE. 2. REPLACE ALL DAMAGED TILES. Q. CLEANING: 1. IN ACCORDANCE WITH SECTION 015000 AND SECTION 017700. 2. COORDINATE FINAL CLEANING WITH WORK OF SECTION 079200. DO NOT BEGIN CLEANING OPERATIONS UNTIL TILE EXPANSION JOINTS SEALANTS ARE FULLY CURED. 3. WASH AND THOROUGHLY RINSE ALL TILE. LEAVE ALL TILE SURFACES CLEAN. R. TILE SEALING: 1. APPLY STAIN REPELLENT SEALER TO ALL FLOOR TILE, INCLUDING THOSE WITH PREVIOUS TREATMENTS, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE MAXIMUM PENETRATION INTO TILE BODY AND GROUTS. 2. APPLY SEALER AT EARLIEST POSSIBLE DATE ALLOWED BY GROUT AND SEALER MANUFACTURER. 3. WIPE TILE SURFACES AFTER APPLICATION AS NECESSARY TO REMOVE ALL VISIBLE SEALER RESIDUE. 096429 SITE FINISHED WOOD FLOORING A. SECTION INCLUDES: 1. SITE FINISHED FLOORING 2. MOISTURE BARRIER. 3. UNDERLAYMENT. 4. INSTALLATION OF WOOD STRIP FLOORING. B. REFERENCES: 1. NATIONAL WOOD FLOORING ASSOCIATION (NWFA) - HARDWOOD FLOORING INSTALLATION MANUAL. 2. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): F1869 - STANDARD TEST METHOD FOR MEASURING MOISTURE VAPOR EMISSION RATE OF CONCRETE SUBFLOOR USING ANHYDROUS CALCIUM CHLORIDE. C. SUBMITTALS: 1. PRODUCT DATA: SUBMIT PRODUCT DATA FOR FINISHING SYSTEM. D. QUALITY ASSURANCE: 1. INSTALLER QUALIFICATIONS: A. MINIMUM OF 5 YEARS EXPERIENCE IN THE INSTALLATION AND FINISHING OF HARDWOOD STRIP FLOORING WITH PROJECTS SIMILAR TO THE WORK OF THIS CONTRACT. B. USE ONLY SKILLED AND EXPERIENCED WOOD FLOORING INSTALLERS FOR PREPARATION OF SUBSTRATE AND ACTUAL INSTALLATION OF HARDWOOD FLOORING. E. GUARANTEE: PROVIDE WRITTEN GUARANTEE FROM INSTALLATION CONTRACTOR COVERING ALL MATERIALS USED FOR A PERIOD OF ONE YEAR, AND WORKMANSHIP AND INSTALLATION FOR THE PERIOD OF TWO YEARS, BOTH FROM THE DATED OF SUBSTANTIAL COMPLETION. F. DELIVERY STORAGE AND HANDLING: 1. PROTECT WOOD FLOORING FROM EXCESSIVE MOISTURE IN STORAGE, HANDLING, AND INSTALLATION. 2. DO NOT DELIVER MATERIALS TO BUILDING UNTIL "WET WORK" SUCH AS CONCRETE, PLASTER AND DRYWALL HAVE BEEN COMPLETED AND CURED TO A CONDITION OF EQUILIBRIUM. 3. PROVIDE PERMANENT HEAT, LIGHT, AND VENTILATION PRIOR TO INSTALLATION. 4. ROOM TEMPERATURE: MAINTAIN ROOM TEMPERATURE OF A MINIMUM OF 65 DEGREES F AND A MAXIMUM OF 80 DEGREES F. (18 DEGREES C) FOR PERIOD OF 7 DAYS PRIOR TO DELIVERY OF MATERIALS, DURING INSTALLATION AND AFTER INSTALLATION. 5. CONDITIONING: DELIVER IN UNOPENED BUNDLES AND STORE IN A DRY PLACE WITH ADEQUATE AIR CIRCULATION. PLACE WOOD FLOOR AND UNDERLAYMENT MATERIAL IN THE ROOM OR SPACES TO BE FLOORED; OPEN SEALED PACKAGES AND CRIB STACK MATERIAL TO PERMIT NATURAL ADJUSTMENT OF MOISTURE CONTENT AND TEMPERATURE FOR A MINIMUM OF SEVEN DAYS IN ADVANCE OF THE START OF INSTALLATION. 6. REPLACEMENT: IN THE EVENT OF DAMAGE DURING INSTALLATION, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT. G. MATERIALS: 1. WOOD FLOORING: 2. UNDERLAYMENT: PLYWOOD APA CDX, 3/4 INCH THICK; FIRE TREATED WHERE REQUIRED BY LOCAL JURISDICTION. 3. MOISTURE BARRIER: 6 MIL, MINIMUM, CLEAR POLYETHYLENE FILM, OR APPROVED. 4. MOISTURE BARRIER ADHESIVE: BOSTIK'S BEST. 5. SUB-FLOOR FILLER: PREMIX LATEX REQUIRING WATER ONLY TO PRODUCE CEMENTITIOUS PASTE. 6. FASTENERS: A. UNDERLAYMENT FASTENERS: POWDER DRIVEN TYPE, OF SUITABLE LENGTH FOR ANCHORING UNDERLAYMENT TO CONCRETE SUBSTRATE. B. FLOORING FASTENERS: CLEATS OR STAPLES, MAXIMUM 1-3/4 INCH LENGTH, AS RECOMMENDED BY THE FLOORING MANUFACTURER. 7.SLIP SHEET: #15 ASPHALT SATURATED FELT PAPER COMPLYING WITH ASTM D4869. 8.WOOD FILLER: LATEX-BASED PUTTY TO MATCH COLOR OF WOOD FLOORING. 9.WOOD TRIM: IN SAME GRADE AND SPECIES AS WOOD FLOORING, UNLESS OTHER INDICATED. H. MOISTURE TESTING OF CONCRETE SLABS: 1.PERFORM TESTS IN ACCORDANCE WITH ASTM F1869. 2.NOTIFY THE ARCHITECT IS TESTS RESULTS SHOW A VAPOR EMISSION RATE WHICH EXCEEDS 3. 5 LBS PER 1000 SQ. IN A 24 HOUR PERIOD. I. PREPARATION: GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 CC O P Y R I G H TG L O B E A T E L I Ê SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE REV#ISSUEPROJECT:2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS KATHRYN CULLEY-RAPATA, AIA PH: 510-459-5136 STATUS: g l o b e a t e l i ê GA25-WSI024 LANDLORD / PERMIT SETSTATION TWELVE3105 SHERIDAN DRIVE, SUITE #678 | BUILDING F1,AMHERST, NY 14226FEASIBILITY SET05-15-2025 PRELIMINARY SET06-19-2025 LL / PERMIT SET09-09-2025 A14.08 SPECIFICATIONS STAFF PS I. PREPARATION: 1. USE LATEX FILLER TO PATCH CRACKS, SMALL HOLES, AND FOR MINOR LEVELING. ENSURE FLOOR SURFACE IS SMOOTH AND FLAT TO PLUS OR MINUS 1/8 INCH/10 FEET 2. SUBSTRATES SHALL BE SOUND, DRY, SMOOTH, LEVEL, CLEAN; AND FREE OF CRACKS, VOIDS, RIDGES, FOREIGN MATERIALS AND SUBSTANCES. 3. POWER VACUUM SUBSTRATE SURFACE IMMEDIATELY PRIOR TO INSTALLATION. J. ACCLIMATION: 1. THE WOOD FLOORING SHOULD ARRIVE TO SITE WITH A MOISTURE CONTENT OF 6% - 9%. IN THE EVENT THAT THE FLOORING ARRIVES WITH A HIGHER MOISTURE CONTENT, CONTACT THE SUPPLIER AND ALLOW MORE TIME FOR ACCLIMATION. ACCLIMATION PERIOD IS 7 DAYS. 2. MOISTURE CONTENT OF THE PLYWOOD SHOULD NOT EXCEED THE HARDWOOD FLOORING BY 4%. 3. CARTONS SHOULD BE ARRANGED AND STACKED TO ALLOW FOR MAXIMUM CROSS VENTILATION AND SHOULD BE PLACED ON BLOCKS MINIMUM 2 INCHES OFF SUBSTRATE. DO NOT STACK BUNDLES OF WOOD FLOORING ANY HIGHER THAN 5 FEET. A. INLAY: UN-FINISHED 3/4" X 8" SOLID NORTHERN WHITE OAK SELECT GRADE OR BETTER, T&G, END MATCHED, RANDOM LENGTH PLANK FLOORING. 48" - 7'. MFR TBD K. FLOORING INSTALLATION: 1. INSTALL WOOD FLOORING IN ACCORDANCE WITH NWFA STANDARDS AND AS SPECIFIED BELOW. 2. MOISTURE BARRIER: A. FLAT TROWEL-APPLY MOISTURE BARRIER ADHESIVE ON SUBSTRATE AT A RATE OF 100 QUARE FEET PER GALLON. B. NSTALL MOISTURE BARRIER OVER SLAB AREA TO RECEIVE WOOD FLOORING. ROLL MOISTURE BARRIER INTO ADHESIVE WITH 150-POUND ROLLER UNTIL FLAT. C. OVERLAP SIDES AND ENDS 4 TO 6 INCHES; WHERE WOOD BASE IS INDICATED, ALLOW ENOUGH MATERIAL AT FLOOR EDGES TO EXTEND UNDER BASE. 3. PLYWOOD UNDERLAYMENT: A. ACCURATELY CUT AND LOOSE LAY PLYWOOD UNDERLAYMENT OVER MOISTURE BARRIER. B. LAY WITH LONG DIMENSION OF PLYWOOD PARALLEL TO LONG DIMENSION OF FLOORING FIELD, END JOINTS STAGGERED. C. LEAVE 1/4 INCH TO 1/2 INCH GAP BETWEEN PANELS; LEAVE 3/8 INCH GAP AT CASEWORK AND AT LINE OF ADJOINING TILE EDGE; LEAVE 3/4 INCH GAP AT WALLS. D. WHEN ALL UNDERLAYMENT PANELS ARE IN PLACE, FASTEN TO CONCRETE SLAB WITH POWDER ACTUATED FASTENERS. FASTEN CENTER OF UNDERLAYMENT PANEL FIRST, THEN WORK TOWARDS EDGES. SPACE FASTENERS UNIFORMLY OVER THE SHEET, USING A MINIMUM OF 12 FASTENERS PER 4 X 8 SHEET. 4. FLOORING INSTALLATION: A. INSTALL ONE LAYER OF SLIP SHEET MATERIAL OVER PLYWOOD UNDERLAYMENT. B. INSTALL FINISH FLOORING OVER SLIP SHEET WITH BLIND NAIL FASTENERS IN STRICT COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS AND NWFA SPECIFICATIONS. C. PATTERN: INSTALL FIELD AND BORDER AS INDICATED ON THE DRAWINGS. LAY FLOORING WITH PLANKS PARALLEL IN RANDOM PATTERNS IN DIRECTION INDICATED ON THE DRAWINGS. STAGGER SEAMS TO AVOID STAIR-STEPPING. FIT NEATLY TO VERTICAL INTERRUPTIONS. SHORT PIECES SHOULD BE USED AS STARTER BOARDS OR INSTALLED UNDER PERMANENT FIXTURES. D. TONGUE AND GROOVE MATCH OR SPLINE SIDE TO END JOINTS. E. USE FASTENERS OF A LENGTH THAT WILL NOT PENETRATE THE MOISTURE BARRIER BUT FULLY ENGAGE THE UNDERLAYMENT. F. BULLNOSE DETAIL AT DISPLAY PLATFORMS SHALL HAVE AN EASED EDGE TO PREVENT CHIPPING. G. PROVIDE EXPANSION SPACE AT WALLS AND OBSTRUCTIONS. L. FINISHING: 1. NO SANDING REQUIRED 2. APPLY THREE COATS OF BONAKEMI BONA NATURALE MATTE FINISH. 096500 RESILIENT FLOORING A. SECTION INCLUDES: 1. RESILIENT SHEET FLOORING. 2. RESILIENT TILE FLOORING. B. REFERENCES: 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): A. F710 - PREPARING CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING. C. SUBMITTALS: 1. PRODUCT DATA: A. RESILIENT FLOORING. B. ACCESSORIES. 2. SHOP DRAWINGS: INDICATE FLOOR PATTERN, COLOR OF VARIOUS MATERIALS, AND LOCATION OF FLOOR ACCESSORIES. 3. SAMPLES: A. EACH TYPE AND COLOR OF RESILIENT FLOORING MATERIAL; NOT LESS THAN 8"X10" IN SIZE. B. SUBMIT SAMPLES, NOT LESS THAN 12 INCHES IN LENGTH, OF EACH TYPE OF TRANSITION STRIP REQUIRED FOR THE WORK. D. ENVIRONMENTAL REQUIREMENTS: 1. MAINTAIN MINIMUM 70 DEGREES F AIR TEMPERATURE AT FLOORING INSTALLATION AREA FOR THREE DAYS PRIOR TO, DURING, AND FOR 24 HOURS AFTER INSTALLATION. 2. STORE FLOORING MATERIALS IN AREA OF APPLICATION. ALLOW THREE DAYS FOR MATERIAL TO REACH EQUAL TEMPERATURE AS AREA. E. MAINTENANCE: 1. DELIVER 5 PERCENT OF EACH COLOR AND PATTERN OF FLOOR MATERIAL REQUIRED FOR PROJECT, FOR MAINTENANCE USE. 2. CLEARLY IDENTIFY EACH BOX OR ROLL. F. MATERIALS: 1. RESILIENT FLOORING: AS SCHEDULED ON THE DRAWINGS. 2. ACCESSORIES: A. SUBFLOOR FILLER: PORTLAND CEMENT BASED LATEX FILLER, MIXED WITH WATER TO RODUCE A SELF LEVELING UNDERLAYMENT, OR CEMENTITIOUS PASTE, AS APPROPRIATE TO PROJECT REQUIREMENTS. B. ADHESIVES: 1) TYPES RECOMMENDED BY RESILIENT FLOORING MANUFACTURERS FOR SPECIFIC APPLICATION. 2) ADHESIVES SHALL MEET THE REQUIREMENTS OF THE SOUTHERN CALIFORNIA SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1168. (MAXIMUM VOC CONTENT OF 50 GRAMS/LITER FOR FLOOR COVERING AND RESILIENT BASE ADHESIVES; 60 GRAMS/LITER FOR RUBBER FLOORING ADHESIVES). C. TRANSITION STRIPS: VINYL; COLOR AS SELECTED BY THE ARCHITECT FROM MANUFACTURER'S STANDARD. D. SEALER AND WAX: TYPE AS RECOMMENDED BY THE MANUFACTURER OF THE FLOORING MATERIAL TO BE SEALED AND WAXED. E. ALL OTHER MATERIALS NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF RESILIENT FLOORING, SHALL BE ONLY AS RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL TO WHICH IT IS APPLIED AND SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. G. EXAMINATION: 1. EXAMINE SITE CONDITIONS AND VERIFY THAT THE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING OF UNSATISFACTORY CONDITIONS. 2. MOISTURE TESTING OF CONCRETE SLABS: A. TEST AT ALL CONCRETE SLABS INDICATED TO RECEIVE RESILIENT FLOORING, TO DETERMINE THE VAPOR EMISSION RATE. B. PERFORM TESTS IN ACCORDANCE WITH ASTM F1869. 3. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. H. PREPARATION: 1. PREPARE FLOORS IN ACCORDANCE WITH ASTM F710. INSTALL SUBFLOOR FILLER TO FILL LOW SPOTS, CRACKS, CONSTRUCTION JOINTS, HOLES AND OTHER DEFECTS, AND AS REQUIRED TO ADJUST LEVEL TO MEET ADJACENT FINISHES. FEATHER TO MAXIMUM SLOPE OF 1/8 INCH IN 1 FOOT; FLOAT TO SMOOTH, FLAT, HARD SURFACE. PROHIBIT TRAFFIC OVER FILLER. I. INSTALLATION: 1. INSTALL ALL RESILIENT FLOORING WHERE SCHEDULED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR AT DOOR OPENINGS WHERE ADJACENT FLOOR FINISH IS DISSIMILAR, AND WHERE NO THRESHOLD IS INDICATED. 3. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE FLOORING TERMINATES. 4. SCRIBE FLOORING TO WALLS, COLUMNS, CABINETS, FLOOR OUTLETS AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS. 5. CLEAN SUBSTRATE. SPREAD CEMENT EVENLY IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE ADHESION OVER ENTIRE AREA OF INSTALLATION. SPREAD ONLY ENOUGH ADHESIVE TO PERMIT INSTALLATION OF FLOORING BEFORE INITIAL SET. 6. SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO ENSURE FULL ADHESION. 7. SPECIAL REQUIREMENTS FOR SHEET FLOORING: A. INSTALL SHEET FLOORING TO A MINIMUM 1/3 FULL MATERIAL WIDTH, WITH LENGTH OF SHEET PARALLEL TO LENGTH OF ROOM. WHERE CUTTING IS REQUIRED, DOUBLE CUT AND WELD AS SPECIFIED. TRIM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. HEAT WELD SEAMS IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. USE WELDING ROD IN COLOR AS SELECTED BY THE ARCHITECT. C. UNLESS INDICATED OTHERWISE, LAY FLOORING WITH SEAMS PARALLEL TO BUILDING LINES TO PRODUCE MINIMUM NUMBER OF SEAMS. 8. SPECIAL REQUIREMENTS FOR RESILIENT TILE: A. OPEN FLOOR TILE CARTONS, ENOUGH TO COVER EACH AREA, AND MIX TILE TO ENSURE SHADE VARIATIONS DO NOT OCCUR WITHIN ANY ONE AREA. B. LAY TILES OR PLANKS IN QUARTER TURN PATTERN. C. INSTALL WITH MINIMUM TILE WIDTH 1/2 FULL SIZE AT ROOM OR AREA PERIMETER. 9. SEAL JOINT BETWEEN FLOORING AND ADJACENT MATERIALS AT RESTROOMS, BATHROOMS, KITCHENS, AND OTHER MOIST AREAS WITH CLEAR SILICONE SEALANT. J. PROTECTION: 1. UNLESS RECOMMENDED OTHERWISE BY THE ADHESIVE MANUFACTURER, PROHIBIT TRAFFIC FROM RESILIENT FLOORING FOR 48 HOURS AFTER INSTALLATION. K. CLEANING: 1. UPON COMPLETION OF THE INSTALLATION, IMMEDIATELY REMOVE ALL SURPLUS ADHESIVE FROM ADJACENT SURFACES. 2. AS SOON AS POSSIBLE AFTER INSTALLATION, AND IN ACCORDANCE WITH THE TIMING RECOMMENDED BY THE MANUFACTURERS, CLEAN THE ENTIRE RESILIENT FLOORING SURFACE USING THE MATERIALS RECOMMENDED FOR THAT PURPOSE BY THE MANUFACTURERS OF THE MATERIALS BEING CLEANED. 3.SEAL, AND WAX FLOOR SURFACES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 096513 RESILIENT BASE A. MATERIALS: 1.RESILIENT BASE: AS SCHEDULED ON THE DRAWINGS. 2.PRIMERS AND ADHESIVES: TYPES AS RECOMMENDED BY RESILIENT BASE MANUFACTURER FOR SPECIFIC APPLICATION. B. INSTALLATION: 1. ADHESIVE INSTALL BASE MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ADHERE TIGHTLY TO WALL AND FLOOR SURFACES. 2. USE MANUFACTURER'S LONGEST LENGTHS. WHERE CUTTING IS NECESSARY, MAINTAIN MINIMUM MEASUREMENT OF 18 INCHES BETWEEN JOINTS. 3. MITER OR COPE INSIDE CORNERS FOR ACCURATE FIT. 4. INSTALL BASE TO WALLS, COLUMNS, AND TO WOOD CASEWORK TOE KICKS IN ALL AREAS WHERE RUBBER BASE IS SCHEDULED. 5. SCORE BACK OF BASE MATERIAL WITH GROOVING TOOL, AT ALL OUTSIDE CORNERS; MAINTAIN MINIMUM LEG LENGTH 18 INCHES WHERE WALL LENGTH PERMITS. MOUNT BASE SO THAT SCORED GROOVE IS ACCURATELY ALIGNED WITH CORNER, AND WITH BASE TIGHTLY ADHERED TO WALL AT BOTH SIDES OF CORNER, WITH NO VISIBLE GAPS AT TOP OF BASE. WHERE COVE BASE IS FORMED AROUND OUTSIDE CORNERS, STRETCH TOE OF COVE FOR SMOOTH TRANSITION AROUND CORNER, WITH TOE IN UNIFORM CONTACT WITH THE FINISH FLOORING. 6. SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. 7. INSTALL STRAIGHT AND LEVEL TO VARIATION OF PLUS OR MINUS 1/8 INCH OVER 10 FEET. 8. COORDINATE INSTALLATION OF BASE WITH WORK OF SECTION 096800. 9. FIT JOINTS TIGHT AND VERTICAL. C. CLEANING: 1. REMOVE EXCESS ADHESIVE FROM BASE AND WALL SURFACES WITHOUT DAMAGE. 2. CLEAN BASE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. A. SUMMARY 1.SECTION INCLUDES: A. RESILIENT TREADS AND RISERS. B. SUBMITTALS 1. MAKE SUBMITTALS IN ACCORDANCE SECTION 013300. 2. PRODUCT DATA: A. RESILIENT TREADS AND RISERS. B. ACCESSORIES. C. QUALITY ASSURANCE 1. QUALIFICATIONS OF INSTALLERS: A. USE ONLY SKILLED AND EXPERIENCED RESILIENT FLOORING INSTALLERS FOR PREPARATION OF SUBSTRATE AND INSTALLATION OF RESILIENT FLOORING. B. HELPERS AND APPRENTICES USED FOR SUCH WORK SHALL BE UNDER FULL AND CONSTANT SUPERVISION AT ALL TIMES BY THOROUGHLY SKILLED RESILIENT FLOORING INSTALLERS. D. DELIVERY, STORAGE, AND HANDLING 1. IN ACCORDANCE WITH SECTION 016000. E. ENVIRONMENTAL REQUIREMENTS 1. MAINTAIN MINIMUM 70 DEGREES F AIR TEMPERATURE AT FLOORING INSTALLATION AREA FOR THREE DAYS PRIOR TO, DURING, AND FOR 24 HOURS AFTER INSTALLATION. 2. STORE FLOORING MATERIALS IN AREA OF APPLICATION. ALLOW THREE DAYS FOR MATERIAL TO REACH EQUAL TEMPERATURE AS AREA. F. RESILIENT STAIR MATERIALS 1. MANUFACTURER: ONE OF THE FOLLOWING, SUBJECT TO ARCHITECT'S APPROVAL OF COLOR: A. BASIS OF DESIGN: ROPPE RUBBER CORP. B. PRODUCTS BY ONE OF THE FOLLOWING SUBJECT TO COMPLIANCE WITH THE CONTRACT DOCUMENTS: 1) BURKE FLOORING PRODUCTS / BURKE INDUSTRIES. 2) ALLSTATE RUBBER CORP. 3) THE R.C.A. RUBBER COMPANY 2. TREADS:A. TREADS: ROPPE 92 LOW PROFILE STUDDED RUBBER DESIGN, MOLDED SOLID RUBBER WITH NOSINGS; BLACK COLOR; INCLUDE TREADS WITH TWO MINIMUM 1/2 INCH WIDE GROOVES FILLED FULL WITH YELLOW ABRASIVE COMPOUND AT NOSINGS FOR INSTALLATION AT FIRST BOTTOM TREAD AND AT TOP OF EACH STAIR RUN. B.RISER: INTEGRAL WITH TREADS. G. ACCESSORIES 1. ADHESIVES: TYPES RECOMMENDED BY RESILIENT FLOORING MANUFACTURERS FOR SPECIFIC APPLICATION. 2. ALL OTHER MATERIALS NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF RESILIENT FLOORING, SHALL BE ONLY AS RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL TO WHICH IT IS APPLIED AND SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. H. EXAMINATION 1. EXAMINE SITE CONDITIONS AND VERIFY THAT THE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING OF UNSATISFACTORY CONDITIONS. 2. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. I. PREPARATION 1. CLEAN STEEL SUBSTRATE OF ALL OILS, SCALE, AND OTHER IRREGULARITIES WHICH MAY IMPEDE ADHESION. 2. PREPARE STEEL SUBSTRATE BY SANDING WITH 60 GRIT PAPER. J. FLOORING INSTALLATION 1. INSTALL ALL RESILIENT TREADS AND RISERS WHERE SCHEDULED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. UNLESS INDICATED OTHERWISE, INSTALL RESILIENT TREADS AND RISERS WITH JOINTS AND SEAMS PARALLEL TO BUILDING LINES. 3. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE TREADS AND RISERS TERMINATE. 4. SCRIBE FLOORING TO STRINGERS AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS. 5. CLEAN SUBSTRATE. SPREAD CEMENT EVENLY IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE ADHESION OVER ENTIRE AREA OF INSTALLATION. SPREAD ONLY ENOUGH ADHESIVE TO PERMIT INSTALLATION OF TREADS AND RISERS BEFORE INITIAL SET. 6. SET TREADS AND RISERS IN PLACE, PRESS WITH HEAVY ROLLER TO ENSURE FULL ADHESION. 7. INSTALL STAIR TREADS AND RISERS, ONE PIECE FOR FULL WIDTH OF TREAD. 8. ADHERE OVER ENTIRE SURFACE AND FIT ACCURATELY AND SECURELY. K. PROTECTION 1. UNLESS RECOMMENDED OTHERWISE BY THE ADHESIVE MANUFACTURER, PROHIBIT TRAFFIC FROM RESILIENT FLOORING FOR 48 HOURS AFTER INSTALLATION. L. CLEANING 1. UPON COMPLETION OF THE INSTALLATION, IMMEDIATELY REMOVE ALL SURPLUS ADHESIVE FROM ADJACENT SURFACES. 2. AS SOON AS POSSIBLE AFTER INSTALLATION, AND IN ACCORDANCE WITH THE TIMING RECOMMENDED BY THE MANUFACTURERS, CLEAN THE ENTIRE RESILIENT FLOORING SURFACE USING THE MATERIALS RECOMMENDED FOR THAT PURPOSE BY THE MANUFACTURERS OF THE MATERIALS BEING CLEANED. 096800 CARPETING A. SECTION INCLUDES: GLUE DOWN CARPETING. B. MAINTENANCE MATERIALS: SUPPLY A MINIMUM OF 5% NEW STOCK TO THE OWNER OF EACH TYPE AND COLOR OFCARPET USED IN THE PROJECT. OVERAGES SHALL BE IN FULL MANUFACTURED WIDTHS. C. SUBMITTALS: 1. SAMPLES: SUBMIT CARPET SAMPLES, 8 INCHES X 10 INCHES, MINIMUM; AND THREE SAMPLES OF EACH TYPE OF CARPET EDGE STRIP, THREE INCHES MINIMUM; 2. SUBMIT SEAMING DIAGRAM PRIOR TO INSTALLATION. D. WARRANTY: FURNISH MANUFACTURER'S STANDARD 5-YEAR WARRANTY AGAINST WEAR AND DETERIORATION. E. MATERIALS: 1. CARPET: AS LISTED ON THE MATERIALS AND FINISH LEGEND. 2. ADHESIVES: A. USE ADHESIVES AS APPROVED BY THE CARPET MANUFACTURERS. WHEN NONE IS RECOMMENDED, USE ADHESIVES AS RECOMMENDED BY ONE OF THE FOLLOWING ADHESIVE MANUFACTURERS FOR THE APPLICATION: 1) ROBERTS, A QEP COMPANY (HENDERSON, NV; 800-423-6545. 2) PARA-CHEM (SIMPSONVILLE SC; 864-967-7691) 3) WF TAYLOR (FONTANA CA; 800-397-4583) B. ADHESIVES SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM D5116, AND SHALL HAVE CRI/IAQ "GREENLABEL." 3. LATEX UNDERLAYMENT: PORTLAND CEMENT/LATEX PATCHING AND LEVELING COMPOUND; ONE OF THE FOLLOWING, OR AS OTHERWISE RECOMMENDED BY THE FLOORING ADHESIVE MANUFACTURER. A. DEPENDABLE CHEMICAL COMPANY, INC. (HTTP://WWW.FLOORPREP.COM/TROWEL.HTM), "DEPENDABLE SKIMCRETE." B. THE W.W. HENRY COMPANY "#345 MILKLESS FLOORING UNDERLAYMENT POWDER." 4. EDGE STRIPS: VINYL REDUCER STRIPS; SIZE AND CONFIGURATION AS APPROPRIATE FOR CONDITIONS; COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURERS STANDARD LINE. F. PREPARATION: 1. CLEAN FLOORS OF DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT, PLASTER, AND OTHER SUBSTANCES WHICH WOULD BE DETRIMENTAL TO THE PROPER PERFORMANCE OF ADHESIVE AND CARPET. 2. FILL LOW SPOTS AND CRACKS OVER 1/8 INCH IN WIDTH WITH LATEX UNDERLAYMENT. G. INSTALLATION: 1. CARPET INSTALLATION SHALL BE TIGHT AND FLAT TO THE SUBFLOOR, SECURELY BONDED IN POSITION, AND SHALL PRESENT A UNIFORM APPEARANCE. PROVIDE COLOR, PATTERN, AND TEXTURE MATCH WITHIN EACH AREA. SEAMS SHALL BE STRONG, TIGHTLY BUTTED, AND FLAT. 2. INSTALL CARPETS IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 3. CARPET SHALL BE GLUE MOUNTED. 4. VERIFY MATCHING OF CARPET PRIOR TO CUTTING AND ENSURE THAT THERE IS NO VISIBLE VARIATION BETWEEN DYE LOTS. 5. CUT CARPET, WHERE REQUIRED IN A MANNER TO ALLOW PROPER SEAM AND PATTERN MATCH. ENSURE CUTS ARE STRAIGHT AND TRUE AND UNFRAYED. 6. MAKE SEAMS STRAIGHT AND UNIFORM. 7. SEAMING SHALL BE BY HAND SEWING OR WITH HOT MELT TAPE METHODS. 8. DO NOT CHANGE RUN OF PILE IN ANY ONE ROOM. 9. ENSURE MONOLITHIC COLOR, PATTERN AND TEXTURE MATCH WITHIN EACH DISTINCT ROOM. 10. INSTALL EDGING STRIPS WHERE CARPET TERMINATES AT OTHER FLOOR COVERINGS. USE FULL LENGTH PIECES ONLY. BUTT TIGHT TO VERTICAL SURFACES. WHERE SPLICING CANNOT BE AVOIDED, BUTT ENDS TIGHT, FLUSH, AND ACCURATELY ALIGNED. H. REMNANTS: UPON COMPLETION OF THE INSTALLATION, CONTACT THE ARCHITECT FOR SELECTION OF CARPET REMAINING AFTER TRIMMING. CAREFULLY WRAP AND MARK SEPARATELY THE SELECTED REMNANTS. REMOVE AND DISPOSE OF REMAINDER AT A LEGAL OFF-SITE LOCATION. I. CLEANUP: 1. THE PREMISES SHALL BE KEPT FREE FROM UNNECESSARY ACCUMULATION OF TOOLS, EQUIPMENT AND SURPLUS MATERIALS DURING THE PROGRESS OF THE WORK. 2. REMOVE THREADS WITH SHARP SCISSORS. REMOVE SPOTS WITH MANUFACTURER'S RECOMMENDED SPOT REMOVER. 3. THOROUGHLY POWER VACUUM ENTIRE SURFACE USING EQUIPMENT WITH MOTOR DRIVEN BRUSHES. 097736 FRP WALL PANELS A. SECTION INCLUDES: FIBERGLASS REINFORCED POLYESTER (FRP) WALL PANEL SYSTEM. B. APPROVED MANUFACTURERS: 1. CRANE KEMLITE, JOLIET IL. 2. LASCO PANEL PRODUCTS, FLORENEE, KY. 3. SEQUENTIA INCORPORATED, STRONGSVILLE, OH. C. MATERIALS: 1. FIBERGLASS REINFORCED POLYESTER PANEL: A. DESCRIPTION: COMPOSITE PANEL CONSISTING OF UNIFORM FIBERGLASS GLASS FIBERS EMBEDDED IN ORGANIC RESIN, AND CURED UNDER HEAT AND PRESSURE. B. FIRE RATING: CLASS A FIRE RATING. C. THICKNESS: 0.09 INCH. D. COLOR: MANUFACTURER'S STANDARD "WHITE." E. TEXTURE: EMBOSSED TEXTURE. 2. ADHESIVE: AS RECOMMENDED BY THE PANEL MANUFACTURER FOR THE SUBSTRATE INDICATED. 3. SEALANT: MANUFACTURER'S STANDARD SILICONE SEALANT; USDA APPROVED INSTALLATION. 4. TRIM MOLDINGS: MANUFACTURER'S STANDARD; COLOR TO MATCH PANELS. D. PREPARATION: 1. COORDINATE INSTALLATION WITH THE INSTALLERS OF ADJACENT AND INTEGRAL CONSTRUCTION TO ALLOW FOR INSTALLATION OF FRP PANELS PRIOR TO THE INSTALLATION OF ESCUTCHEONS, COVER PLATES, LOUVER FLANGES, AND OTHER COMPONENTS TO BE INSTALLED OVER OR THROUGH FRP PANELS. E. INSTALLATION: 1. ADHESIVELY BOND PANELS IN ACCORDANCE WITH THE PANEL MANUFACTURER'S RECOMMENDATIONS. 2. ACCURATELY CUT AND FIT PANELS AROUND OBSTRUCTIONS; SCRIBE FIT AT EDGES. ALLOW SUFFICIENT SPACE TO SEAL JOINTS WITH SEALANT. 3. DO NOT INSTALL PANELS WITH EDGE OR SURFACE DAMAGE. REPLACE WITH NEW UNDAMAGED MATERIAL, ALL PANELS WHICH BECOME CHIPPED OR DAMAGED PRIOR TO FINAL ACCEPTANCE. 4. PROVIDE J MOLDING AT ALL EXPOSED EDGES. PROVIDE H MOLDING AT ALL VERTICAL BUTT JOINTS. H MOLDINGS SHALL NOT BE RUN BEHIND BASE FINISH MATERIAL. PROVIDE TRIM MOLDINGS AT INSIDE AND OUTSIDE CORNERS. 5. SEAL ALL JOINTS BETWEEN PANELS AND MOLDINGS, AND BETWEEN FRP SYSTEM AND ADJACENT CONSTRUCTION. 6. OMIT FRP PANEL BEHIND ADHESIVELY MOUNTED CORNER GUARDS. 098100 ACOUSTICAL INSULATION AND SEALANTS A. MATERIALS: 1. ACOUSTIC INSULATION: ASTM C665, TYPE I; UNFACED GLASS FIBER BATTS, BLANKETS, OR ROLLS; MINIMUM FIRE HAZARD CLASSIFICATION RATING OF 25/50 PER ASTM E84; MINIMUM 3-INCHES THICK, UNLESS REQUIRED OTHERWISE TO MEET THE STC REQUIREMENTS INDICATED OR SPECIFIED; WIDTHS TO FRICTION-FIT BETWEEN STUDS, WHERE INDICATED FOR INSTALLATION IN STUD WALLS. 2. ACOUSTICAL SEALANT: NON-HARDENING, NON-SKINNING, FOR USE IN CONJUNCTION WITH GYPSUM BOARD; SIMILAR TO USG "ACOUSTICAL SEALANT." 3. ACCESSORIES: FURNISH OTHER ACCESSORIES SUCH AS FASTENERS AND RETAINERS, NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE INSTALLATION. B. INSTALLATION: 1. INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, AND AS INDICATED. 2. INSTALL INSULATION WITHOUT GAPS OR VOIDS. 3. TRIM INSULATION NEATLY TO FIT SPACES. USE INSULATION MATERIALS FREE OF DAMAGE. 4. SEALANT: A. INSTALL ACOUSTICAL SEALANT AROUND PERIMETER OF ALL ACOUSTICALLY INSULATED PARTITIONS; ONE CONTINUOUS BEAD AT EACH SIDE OF FRAMING MEMBER INTERFACE WITH SUBSTRATE. B. SEAL ALL PENETRATIONS THROUGH ACOUSTICAL ASSEMBLIES, EXCEPT FOR PENETRATIONS IN FIRE RATED CONSTRUCTION TO RECEIVE FIRESTOPPING. 099000 PAINTING A. SECTION INCLUDES: 1. APPLICATION OF OWNER FURNISHED PAINT SYSTEMS. 2. CONTRACTOR PROVIDED FIELD APPLIED PAINT SYSTEMS. B. RELATED SECTIONS: 1. 05505 - ARCHITECTURAL STEEL: SHOP FINISHED CANOPY FRAMING. 2. 107313 - FABRIC AWNINGS: SHOP FINISHED AWNING FRAMING. C. SUBMITTALS: 1. SUBMIT A LIST OF EACH PAINT SYSTEM TO BE USED IN THE WORK. 2. SUBMIT A MINIMUM OF 3 EACH 8 X 10 INCH SAMPLE OF EACH PAINT COLOR AND SHEEN PROPOSED FOR THE WORK. D. QUALITY ASSURANCE: 1. PAINT COATINGS SHALL BE FREE OF DUST, DIRT, FLOW LINES, STREAKS, SAGS, BLISTERS, PINHOLES, RUNS, OR OTHER SURFACE IMPERFECTIONS. 2. IN ADDITION TO THE COATS SPECIFIED, PROVIDE ADDITIONAL COATS AS REQUIRED TO OBTAIN ADEQUATE HIDE. E. MATERIALS: 1. OWNER FURNISHED PAINTS: AS LISTED IN THE MATERIALS AND FINISH LEGEND. 2. CONTRACTOR PROVIDED PAINTS: AS LISTED IN THE MATERIALS AND FINISH LEGEND. A. "ECO SPEC" N-215 PROFESSIONAL GRADE BY BENJAMIN MOORE PAINT COMPANY. NO SUBSTITUTIONS ALLOWED. 3. MATERIALS SHALL BE VOC COMPLIANT. F. PROTECTION: 1. ADEQUATELY PROTECT SURFACES NOT TO BE PAINTED, FROM SPILLS, DRIPS, OVER PAINTING, AND OTHER DAMAGE CAUSED BY THIS WORK. INCLUDE SURFACES WITHIN THE PAINT STORAGE AND PREPARATION AREAS. 2. HARDWARE AND MISCELLANEOUS ITEMS: A. REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS, ESCUTCHEONS, SURFACE HARDWARE,AND FITTINGS PRIOR TO STARTING WORK. B. STORE, CLEAN AND REINSTALL THESE ITEMS UPON COMPLETION OF WORK IN EACH AREA. USE MATERIALS AND TECHNIQUES AS NECESSARY TO PREVENT DAMAGE TO FINISHES ON SUCH ITEMS. G. SURFACE PREPARATION: 1. PREPARE SURFACES BY REMOVING ALL DIRT, DUST, GREASE, OIL, MOISTURE, AND OTHER CONTAMINANTS WHICH WILL IMPAIR THE PROPER ADHESION OF THE FINISH. 2. FERROUS METAL SHOP PRIMED UNDER OTHER SECTIONS: SOLVENT CLEAN PREVIOUSLY PRIMED SURFACES TO REMOVE OIL AND GREASE. REMOVE LOOSE GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 CC O P Y R I G H TG L O B E A T E L I Ê SHEET NUMBER SHEET TITLE DRAWN BY: CHECKED BY: FIELD VERIFICATION: DATE REV#ISSUEPROJECT:2041 EAST STREET PMB 475 CONCORD CA 94520 ARCHITECT: PROJECT CONSULTANT: © THIS DRAWING, AND ALL GRAPHICS AND WRITTEN MATERIAL CONTAINED HEREIN, CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF GLOBEATELIÊ AND MAY NOT BE COPIED, DISTRIBUTED, OR USED IN WHOLE OR IN PART, WITHOUT EXPRESSED, WRITTEN PERMISSION. PROJECT# : THE CONTRACTOR SHALL VERIFY ALL FIGURED DIMENSIONS AND CONDITIONS AT THE PROJECT SITE AND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK DO NOT SCALE THESE DRAWINGS KATHRYN CULLEY-RAPATA, AIA PH: 510-459-5136 STATUS: g l o b e a t e l i ê GA25-WSI024 LANDLORD / PERMIT SETSTATION TWELVE3105 SHERIDAN DRIVE, SUITE #678 | BUILDING F1,AMHERST, NY 14226FEASIBILITY SET05-15-2025 PRELIMINARY SET06-19-2025 LL / PERMIT SET09-09-2025 A14.09 SPECIFICATIONS STAFF PS I.PRERUST, BLISTERED AND PEELING PAINT TO BARE METAL BY SCRAPING,SANDING, AND WIRE BRUSHING IN ACCORDANCE WITH SSPC_SP2 AND SSPC_SP3. IMMEDIATELY APPLY TOUCH UP PRIME DAMAGED OR ABRADED SURFACES. LIGHTLY SAND ALL SHOP PRIME PAINTED SURFACES TO RECEIVE PAINT FINISH. 3. GALVANIZED FERROUS METAL: SOLVENT CLEAN IN ACCORDANCE WITH SSPC_SP1. MECHANICALLY ROUGHEN SURFACE WITH AN ABRASIVE PAD AS NECESSARY FOR PROPER PAINT ADHESION. 4. UNPRIMED FERROUS METAL: A. SOLVENT CLEAN IN ACCORDANCE WITH SSPC SP-1. B. COMMERCIAL BLAST PER SSPC SP6. 5. ALUMINUM: REMOVE SURFACE CONTAMINATION BY SOLVENT WASHING. MECHANICALLY ROUGHEN SURFACE WITH AN ABRASIVE PAD AS NECESSARY FOR PROPER PAINT ADHESION. 6. WOOD - OPAQUE PAINT FINISH: A. SPOT COAT KNOTS, PITCH STREAKS, AND SAPPY SECTIONS WITH SEALER. B. FILL ALL NAIL HOLES AND CRACKS. SAND FILLER SMOOTH AND LEVEL WITH WOOD SURFACE. C. APPLY (1) ADDITIONAL COAT OF ACRYLIC PRIMER D. APPLY (2) COMPLETE COATS OF ECO SPEC SEMI-GLOSS 7.WOOD TRANSPARENT FINISH: FILL ALL EXPOSED FINISH NAIL HOLES AND CRACKS WITH MATCHING COLOR FILLER AFTER PRIME COAT IS APPLIED. SAND FILLER SMOOTH AND LEVEL WITH ADJACENT SURFACES. 8.GYPSUM BOARD: REMOVE ALL LIGHT DUST AND DIRT. 9.EXISTING FINISHED SURFACES TO BE REPAINTED: a.REMOVE LOOSE, BLISTERED, SCALED, OR CRAZED FINISHES TO BARE SUBSTRATE; FEATHER NEW WORK INTO EXISTING WORK. PREPARE SURFACES TO THE NEAREST BREAK LINE IF NECESSARY TO BLEND NEW FINISHES WITH OLD FINISHES. b.WASH AND RINSE SURFACES WITH TRISODIUM PHOSPHATE AND WATER OR OTHER SOLUTION REQUIRED TO REMOVE REMAINING FILM, WAX, OIL, GREASE, SMOKE OR FOREIGN MATTER WHICH WILL IMPAIR BOND, OR CAUSE BLEED THROUGH, OF NEWLY APPLIED FINISHES. c.LIGHTLY SAND, OR APPLY A LIQUID DEGLOSSER ON EXISTING SEMI -GLOSS AND HIGH -GLOSS FINISHES BEFORE REFINISHING. H. SPECIAL APPLICATION REQUIREMENTS: 1.UNLESS SPECIFIED OR INDICATED OTHERWISE, FOLLOW PAINT MANUFACTURER'S LABEL DIRECTIONS FOR GENERAL APPLICATION PROCEDURES AND COVERAGE RATES. 2.DO NOT APPLY FINISHES ON SURFACES THAT ARE NOT SUFFICIENTLY DRY. MAKE SURE EACH COAT OF FINISH IS DRY AND HARD BEFORE A FOLLOWING COAT IS APPLIED UNLESS THE MANUFACTURER'S DIRECTIONS STATE OTHERWISE. 3.TINT FILLER TO MATCH STAIN WHEN CLEAR FINISHES ARE SPECIFIED; WORK FILLER WELL INTO GRAIN AND, BEFORE IT HAS SET, WORKING PERPENDICULARLY TO THE GRAIN, WIPE THE EXCESS FROM THE SURFACE. 4.OPAQUE FINISHES: a.APPLY NUMBER OF COATS SCHEDULED FOR EACH APPLICATION, EXCEPT THAT ADDITIONAL FINISH COATS SHALL BE APPLIED AS NECESSARY FOR COMPLETE HIDING OF SUBSTRATE COLORS. b.APPLY PRIMER COATS UN -tinted. WHERE MORE THAN ONE COAT OF PAINT IS REQUIRED, TINT EACH SUCCEEDING COAT UP TO THE FINAL COAT SIMILAR IN TINT, BUT SLIGHTLY LIGHTER IN VALUE (SHADE). 5.ROLLERS FOR APPLICATION AND BACKROLLING OF LATEX PAINTS SHALL HAVE A NAP OF 3/8 INCH OR LESS. 6.WHERE ROLLER TEXTURE IS SCHEDULED FOR APPLICATION TO GYPSUM BOARD SURFACES, FINISH COATS MAY BE ROLLER -APPLIED, OR SPRAY APPLIED AND BACKROLLED AT CONTRACTOR'S OPTION. 7.SEMI GLOSS FINISH ON V -GROOVE WALL PANELING, COLUMNS AND TRIM: a.BRUSHES: PURDY 4 INCH NYLON -SWAN AND PURDY 3.5 INCH NYLON -SWAN. b.BRUSH STROKES: FULL LENGTH WITH NO VISUAL OVERLAPPING OF BRUSH STROKES IN FINAL FINISH. MIX XIM INTO PAINT PER MANUFACTURER 5/32 S RECOMMENDATION. 8.FACTORY PRIMED SURFACES: APPLY SCHEDULED FINISH SYSTEM, LESS PRIMER COAT, EXCEPT AS NECESSARY TO FOR PATCHING DAMAGE TO FACTORY PRIME COATING. I. SYSTEMS: 1.GYPSUM BOARD: a.LATEX SYSTEM: AS INDICATED ON THE FINISH SCHEDULE. 2.INTERIOR WOOD SURFACES: a.WOOD OPAQUE: AS INDICATED ON THE FINISH SCHEDULE. b.WOOD TRANSPARENT FINISH: AS INDICATED ON THE FINISH SCHEDULE. 099733 CONCRETE SEALER A. SECTION INCLUDES: SEALING OF CONCRETE FLOOR SLABS EXPOSED TO VIEW IN THE FINISHED WORK. B. ACRYLIC SEALER: WATER EMULSION ACRYLIC, VOC COMPLIANT, ONE OF THE FOLLOWING: 1."KURE-N-SEAL WB" BY SONNEBORN DIVISION OF CHEMREX INC., SHAKOPEE, MN (800/433-9517). 2.SEALTIGHT VOCOMP-25 BY W. R. MEADOWS, INC., ELGIN, IL (800/342-5976). 3.EUCLID CHEMICAL COMPANY "FLOOR SEAL VOX"; HIGH SOLIDS WATER-BASED ACRYLIC SEALER. C. CLEAN SURFACES TO RECEIVE SEALER, USING MANUFACTURER'S RECOMMENDED CLEANING COMPOUNDS, AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. D. MASK OR OTHERWISE PROTECT ADJACENT SURFACES. E. APPLY CONCRETE FLOOR SEALER TO ALL INTERIOR CONCRETE FLOOR SLABS SCHEDULED TO REMAIN EXPOSED IN THE FINISHED WORK. F. ROLLER OR SPRAY -APPLY SEALER IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION INSTRUCTIONS. APPLY TWO COATS. 102613 CORNER GUARDS A. SUBMITTALS: 1.PRODUCT DATA. B. CLEAR PLASTIC CORNER GUARDS (PCG): "CGU-12" BY PAWLING (800-431 -3456), OR APPROVED; PVC CORNER GUARD; "(301) LINEN WHITE" COLOR; 4'-0" LONG; FURNISH ADHESIVE FOR INSTALLATION. C. INSTALL CORNER GUARDS TIGHT TO WALL SURFACES. EXTEND FROM TOP OF WALL BASE. 102813 TOILET & EMPLOYEE BREAK AREA ACCESSORIES A. PROVIDE THE FOLLOWING ACCESSORIES AS MANUFACTURED BY BOBRICK WASHROOM EQUIPMENT COMPANY. NO SUBSTITUTIONS ALLOWED. B. ACCESSORIES: 1. GRAB BARS (GB): BOBRICK B-6806 SERIES, SIZE AND CONFIGURATION AS INDICATED. 2. SANITARY NAPKIN DISPOSALS (SND): B-4353 (RECESSED SINGLE UNIT): PROVIDE ONE IN EACH RESTROOM. 3. RECESSED TOILET PAPER DISPENSER (TPD): MULTI-ROLL B-4388. 4. RECESSED HAND DRYER (HD): B-3725. 5. SEAT COVER DISPENSER (SCD): B-4221. 6. SURFACE MOUNTED SOAP DISPENSER: B-4112. 7. BABY CHANGING STATION: KOALA CORPORATION (888-733-3456); KB110-SSRE. A. SUBMITTALS: 1. PRODUCT DATA. B. EXTINGUISHERS: 1. MULTI-PURPOSE DRY CHEMICAL TYPE (FE): HEAVY DUTY DOT STEEL TANK; UL RATING 2A_10B:C, 5 LB CAPACITY, WITH PRESSURE GAGE; RED ENAMEL FINISH; METAL VALVES AND SIPHON TUBES. C. CABINETS:1. CABINETS SHALL BE RECESSED, EXCEPT PROVIDE SEMI-RECESSED WHERE REQUIRED TO ACCOMMODATE WALLDEPTH. 2. TRIM: FORMED SHEET STEEL, MINIMUM 20 GAGE; 1-1/4 TO 1-3/4 INCHES WIDE FACE. 3. DOOR: FORMED SHEET STEEL, MINIMUM 20 GAGE; REINFORCED FOR FLATNESS AND RIGIDITY; SATIN ZINC ORALUMINUM PULL, ROLLER CATCH, AND CONTINUOUS HINGE; CLEAR GLASS VISION PANEL. 4. CABINET FINISHES: A. CABINET TRIM AND DOOR: MANUFACTURER'S STANDARD PRIMED FINISH TO RECEIVE PAINT COATINGS ASSPECIFIED IN SECTION 099000. B. CABINET INTERIOR: MANUFACTURER'S STANDARD WHITE EPOXY OR WHITE BAKED ENAMEL. D. ACCESSORIES: 1. FIRE EXTINGUISHER BRACKETS: MANUFACTURER'S STANDARD J-TYPE. PROVIDE AT FIRE EXTINGUISHER LOCATIONS WHERE NO CABINET IS INDICATED. E. INSTALLATION: 1. INSTALL CABINETS PLUMB AND LEVEL IN WALL OPENINGS IN LOCATIONS AS REQUIRED BY THE FIRE DEPARTMENT.UNLESS OTHERWISE INDICATED, INSTALL 30 INCHES FROM FINISHED FLOOR TO INSIDE BOTTOM OF CABINET. 2. SECURE RIGIDLY IN PLACE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. WHEN RECESSED CABINETS ARE INSTALLED IN FIRE RATED WALLS, MAINTAIN FIRE RESISTANCE RATING CONTINUOUSLY BEHIND THE CABINET. A. SECTION INCLUDES: EXTERIOR FABRIC AWNINGS AND FRAME. B.SUBMITTALS: 1. PRODUCT DATA: FABRIC AND STEEL FINISH MATERIALS. 2. SAMPLES:A. FABRIC: SUBMIT SAMPLES OF EACH TYPE AND COLOR OF FABRIC PROPOSED FOR THE WORK, MINIMUM 6INCHES SQUARE. B. POWDER COAT FINISH: SUBMIT COLOR CHIP OF POWDER COAT FINISH. 3. SHOP DRAWINGS: INDICATE DIMENSIONS, LAYOUT, SEAM LOCATIONS, ANCHORAGE TO STRUCTURE, FLASHING DETAILS, MATERIALS, SIZES OF FRAMING MEMBERS, AND INSTALLATION DETAILS. INCLUDE DESIGNING ENGINEER 'S SEAL. C. MATERIALS: 1. STEEL FRAMING: STEEL TUBING AS REQUIRED TO MEET THE STRUCTURAL REQUIREMENTS. 3. ACCESSORIES: A. FRAME FASTENERS: HOT-DIPPED GALVANIZED STEEL OR SERIES 300 NON-MAGNETIC STAINLESS STEEL. 4. STEEL FINISH MATERIALS: A. POWDER COAT: POLYCHEM INDUSTRIES (760) 868-5282. POLYESTER POWDER COATING CUSTON COLOR TO MATCH DUPONT MM093 D. FRAME FABRICATION REQUIREMENTS: 1. FABRICATE AWNING FRAMES AND SUPPORTS FROM STEEL IN THE CONFIGURATIONS INDICATED. 2. FABRICATE ITEMS WITH JOINTS TIGHTLY FITTED AND SECURED. 3. FIT AND SHOP ASSEMBLE SECTIONS IN LARGEST PRACTICAL SIZES, FOR HANDLING. 4. GRIND EXPOSED WELDS FLUSH AND SMOOTH WITH ADJACENT FINISHED SURFACE. EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. 5. MAKE EXPOSED JOINTS TIGHT, FLUSH, AND HAIRLINE. 6. WELDS SHALL BE CONTINUOUS. 7. FINISH: SHOP APPLY ONE COAT OF PRIMER; ONE COAT OF EPOXY PRIMER TO 3 MIL MINIMUM THICKNESS, ONE COAT URETHANE FINISH COAT, AND ONE CLEAR COAT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. VERIFY COMPATIBILITY WITH SHOP APPLIED PRIMER E. FABRIC AWNING FABRICATION: 1. MAKE NEAT STRAIGHT MACHINE SEWN SEAMS WITH NO. 4 REVERSE TWIST NYLON THREAD. 2. USE DOUBLE STITCHING. 3. ALL SEAMS SHALL BE INSIDE SEAMS. 4. FABRICATE AWNING FOR ATTACHMENT TO FRAMEWORK WITH FLAT HEAD RIVETS. F. INSTALLATION: 1. TIGHTLY STRETCH FABRIC SMOOTH, FREE FROM WRINKLES, PUCKERS, RIPPLES AND LOOSE FABRIC. 2. INSTALL AWNING BY ATTACHING TO THE METAL FRAMEWORK WITH FLAT HEAD RIVETS.. 3. APPLY SEALANT BETWEEN AWNING AND ADJACENT CONSTRUCTION. NOT USED A. SUMMARY: FABRICATION AND INSTALLATION OF OWNER FURNISHED SOLID SURFACE COUNTERTOPS. B. SUBMITTALS: 1. SHOP DRAWINGS: INDICATE MATERIALS, FASTENING METHODS, RELEVANT FIELD DIMENSIONS, AND RELATIONSHIP TO ADJOINING CONSTRUCTION. INDICATE SUPPORT FRAMING. C. QUALITY CONTROL: 1. FABRICATOR QUALIFICATIONS: CERTIFIED BY THE SOLID SURFACING MATERIALS MANUFACTURER. D. GUARANTEE: FURNISH MANUFACTURER'S STANDARD 10 YEAR GUARANTEE COVERING DEFECTS IN MATERIALS AND WORKMANSHIP. E. MATERIALS: 1. OWNER FURNISHED SOLID SURFACING: "CORIAN" BY E.I. DUPONT DE NEMOURS & CO., WILMINGTON DE.; COLORS AS SCHEDULED ON THE DRAWINGS; 1/2 INCH THICK MATERIAL. F. FABRICATION 1. FABRICATE SOLID SURFACING TO THE CONFIGURATIONS INDICATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. FABRICATE COUNTERTOP TO RECEIVE UNDERCOUNTER MOUNTED SINK TO BE PROVIDED BY THE PLUMBING SUBCONTRACTOR. PROVIDE UNIFORM CLEARANCE AT PERIMETER OF THE SINK OPENING. 3. FABRICATE SUPPORT FRAMING AND SUBSTRATE CONSTRUCTION TO RECEIVE SOLID SURFACING. G. INSTALLATION: 1. INSTALL SOLID SURFACING FABRICATIONS FIRMLY IN POSITION AND IN PROPER ALIGNMENT WITH ADJACENT CONSTRUCTION. 2. SEAL JOINTS BETWEEN SOLID SURFACING AND ADJACENT CONSTRUCTION WITH COLOR MATCHING SEALANT. 123661 SOLID SURFACING 107313 FABRIC AWNINGS 104416 FIRE EXTINGUISHERS AND CABINETS 2. FABRIC: GLEN RAVEN MILLS INC. (CUSTOM FABRICS DIVISION, GLEN RAVEN, NC) "SUNBRELLA FIRESIST"; WOVEN SOLUTION-DYED MODACRYLIC FABRIC, FIRE RETARDANT FABRIC; MILDEW RESISTANT; UV RESISTANT; FADE RESISTANT;COLORS AS INDICATED ON THE DRAWINGS. 124813 CARPET ENTRY MATS A. SUMMARY 1. SECTION INCLUDES: A. CARPET ENTRY MATS. B. PERIMETER ANGLE FRAME. 2. RELATED SECTIONS A. 03547 _ CEMENTITIOUS UNDERLAYMENT: UNDERLAYMENT AND TAPERED FILL. B. SUBMITTALS 1. MAKE SUBMITTALS IN ACCORDANCE WITH SECTION 013300. 2. SHOP DRAWINGS: INDICATE PERIMETER ANGLE FRAME SIZE AND LOCATIONS, MAT JOINT LOCATIONS, AND RELEVANT DETAILS OF ADJACENT CONSTRUCTION. INDICATE METHOD FOR FASTENING FRAME TO SUBSTRATE. C. SUBCONTRACTOR GUARANTEE 1. FURNISH SUBCONTRACTOR GUARANTEES IN ACCORDANCE WITH SECTION 017700. D. MATS AND ACCESSORIES 1. APPROVED CARPET ENTRY MATS: A. AMERICAN FLOOR PRODUCTS COMPANY ' VINA-COIR', MODEL CM-1701 B. PAWLING RECESSED COCOA-MATS, MODEL EM-300 C. USCOA, VINA-COIR 2. PERIMETER ANGLE FRAME: EXTRUDED ALUMINUM PERIMETER FRAME; AS INDICATED ON THE DRAWINGS; BRUSHED ALUMINUM ANODIZED FINISH; PRE-DRILL FRAME TO RECEIVE ANCHORS FOR INSTALLATION; FRAME SECTIONS SHALL BE IN CONTINUOUS LENGTHS. 3. MISCELLANEOUS ACCESSORIES: FURNISH FASTENERS, SLEEVE ANCHORS, AND OTHER MATERIALS AS NECESSARY FOR A COMPLETE INSTALLATION. E. EXAMINATION 1. VERIFY THAT SUBSTRATE IS PROPERLY LEVEL, CLEAN, AND READY FOR INSTALLATION OF ENTRY MAT FRAME. F. INSTALLATION 1. MECHANICALLY FASTEN ENTRY MAT FRAME SECTIONS ACCURATELY INTO POSITIONS AS INDICATED. CORNER JOINTS SHALL BE MITERED AND TIGHTLY BUTTED. FOR EACH ANGLE FRAME SECTION, PLACE FASTENERS 2 INCHES FROM EACH END AND AT MAXIMUM 24 INCHES ON CENTER ALONG THE LENGTH. 2. COORDINATE INSTALLATION OF SLAB LEVELING MATERIAL WITHIN PERIMETER FRAME AREA AS NECESSARY TO ALIGN THE CRUSH LINE OF THE ENTRY MAT WITH MAT FRAME. 3. INSTALL CARPET ENTRY MATS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. PLACE CARPET ENTRY MAT TIGHT TO THE SUBSTRATE WITH A UNIFORM APPEARANCE FREE OF WRINKLES. TRIM AT PERIMETER EDGES FOR TIGHT BUTT FIT TO FRAME. NOT USED NOT USED SEE PLUMBING SPECIFICATIONS ON THE DRAWINGS SEE ELECTRICAL SPECIFICATIONS ON THE DRAWINGS DIVISION 10 - SPECIALITIES DIVISION 11 - EQUIPMENT DIVISION 12 - FURNISHINGS DIVISION 13 - SPECIAL CONSTRUCTION DIVISION 14 - CONVEYNING SYSTEMS DIVISION 15 - PLUMBING DIVISION 16 - ELECTRICAL GLOBEATELIE LLC TEXAS LICENSE NO: BR 4868 3/31/2026 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 GENERAL A. USE THE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, SPECIFICATIONS, AND SHOP DRAWINGS. B. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL CONTRACT DOCUMENTS AND LATEST ADDENDA, AS WELL AS SUBMITTING TO ALL SUBCONTRACTORS AND SUPPLIERS PRIOR TO SUBMITTING SHOP DRAWINGS. C. DO NOT SCALE DRAWINGS OR AUTO-DIMENSION ELECTRONIC FILES. NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES IN WRITING PRIOR TO FABRICATION OR CONSTRUCTION. D. COMPARE ALL CONTRACT DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN DISCIPLINES, AND WITHIN A GIVEN DISCIPLINE, TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION AND ERECTION. E. IF A CONFLICT EXISTS AMONG THE STRUCTURAL DRAWINGS, SPECIFICATIONS, OR GENERAL NOTES, THE STRICTEST REQUIREMENTS, AS INDICATED BY THE ENGINEER, GOVERNS. F. COORDINATE ALL ELEVATIONS AND DIMENSIONS, INCLUDING BUT NOT LIMITED TO, OPENINGS IN WALLS AND IN ROOF AND FLOOR SYSTEMS, WITH THE ARCHITECTURAL, PLUMBING, ELECTRICAL, AND MECHANICAL PLANS. G. VERIFY ALL DIMENSIONS, ELEVATIONS, AND ANY OTHER EXISTING CONDITIONS. NOTIFY THE ARCHITECT AND ENGINEER OF DISCREPANCIES BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. DURING THE CONSTRUCTION PROCESS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE AND TO PROTECT FROM DAMAGE ANY PORTIONS THAT REMAIN. THE SHORING AND BRACING SHOWN (IF ANY) IS A PARTIAL AND SCHEMATIC REPRESENTATION. DETERMINE THE ERECTION PROCEDURE TO ENSURE THE STABILITY AND SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. H. UNLESS NOTED OTHERWISE, DETAILS SHOWN ARE TYPICAL FOR ALL SIMILAR CONDITIONS. I. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS, AS WELL AS SAFETY PRECAUTIONS AND PROGRAMS. J. BRITT, PETERS & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, NOR FAILURE TO PERFORM WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. K. PERIODIC SITE OBSERVATION BY BRITT, PETERS & ASSOCIATES, INC. IS FOR DETERMINING IF THE WORK IS PROCEEDING IN ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. STRUCTURAL OBSERVATIONS ARE NOT INTENDED AS QUALITY CONTROL (CONTRACTOR'S RESPONSIBILITY), QUALITY ASSURANCE (SPECIAL INSPECTOR'S RESPONSIBILITY), NOR TO CONFIRM THE QUALITY OR QUANTITY OF THE WORK. L. THE BUILDING OWNER IS RESPONSIBLE FOR PERIODIC MAINTENANCE TO ENSURE STRUCTURAL INTEGRITY. MAINTENANCE INCLUDES, BUT IS NOT LIMITED TO, STEEL/CONCRETE COATINGS, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS, AND CRACKS IN CONCRETE, AND CLEANING OF EXPOSED STRUCTURAL ELEMENTS. DESIGN CRITERIA A. STRUCTURAL DRAWINGS ARE BASED ON THE REQUIREMENTS OF THE 2021 INTERNATIONAL BUILDING CODE, AND THE REFERENCED SECTIONS WITHIN. B. DEAD LOADS: 1. EXISTING 2ND FLOOR SYSTEM: a. COMPOSITE SLAB 60 PSF TOTAL 2. CANOPY a. STEEL 12 PSF 3. PERGOLA a. WOOD 5 PSF C. LIVE LOADS: 1. LIVE LOADS ARE BASED ON THE MORE RESTRICTIVE OF THE UNIFORM LOAD OR THE CONCENTRATED LOAD LISTED ACTING OVER A 6.25 SQUARE FOOT AREA. D. DESIGN SNOW LOADS (AT CANOPY ADDITION ONLY): 1. GROUND SNOW LOAD:PG 5 PSF 2. FLAT ROOF SNOW LOAD:PF 9 PSF 3. SNOW EXPOSURE FACTOR:CE 1.0 4. SNOW THERMAL FACTOR:CT 1.2 5. SLOPE FACTOR:CS 1.0 6. SNOW IMPORTANCE FACTOR:IS 1.0 7. DRIFT SURCHARGE:Pd 41 PSF 8. SNOW DRIFT WIDTH:w 6 FT E. DESIGN WIND LOADS: 1. BASIC WIND SPEED: VULT 106 MPH (3-SEC GUST) 2. BASIC WIND SPEED: VASD 83 MPH (3-SEC GUST) 3. RISK CATEGORY: II 4. WIND EXPOSURE: B 5. INTERNAL PRESSURE COEFF: GCPI ±0.18 F. SEISMIC LOADS: 1. RISK CATEGORY: II 2. SEISMIC IMPORTANCE FACTOR:IE 1.0 3. SHORT PERIOD SPECTRAL RESPONSE ACCELERATION:SS 0.103 g 4. 1-SEC PERIOD SPECTRAL RESPONSE ACCELERATION:S1 0.054 g 5. SITE CLASS:D (ASSUMED) 6. SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION: SDS 0.109 g 7. 1-SEC PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION: SD1 0.086 g 8. SEISMIC DESIGN CATEGORY:B COLD-FORMED STEEL FRAMING A. COLD-FORMED STEEL FRAMING FOR THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE “SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS” (AISI S100). B. DETAIL MEMBERS AND CONNECTIONS FOR ALL FRAMING CONDITIONS, INCLUDING WALLS, CORNERS, HEADERS, AND JAMBS. SOME CONDITIONS MAY REQUIRE MODIFICATION OF COLD-FORMED FRAMING MEMBERS (SUCH AS NOTCHING OR REVISING SIZES) OR MULTIPLE STUDS TO SUPPORT INCREASED LOADS. CONTRACTOR COORDINATE ALL CONDITIONS, CONNECTIONS, AND DETAILS. C. FABRICATION AND INSTALLATION MUST BE IN ACCORDANCE WITH AISI "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" AND MANUFACTURER INSTRUCTIONS. INSTALL MANUFACTURER'S RECOMMENDED STANDARD TRACK, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS, AND ACCESSORIES FOR THE APPLICATIONS INDICATED AND AS NEEDED FOR A COMPLETE FRAMING SYSTEM. TEMPORARY (CONSTRUCTION) BRACING OF FRAMING MEMBERS (PRIOR TO SHEATHING INSTALLATION) IS BY THE CONTRACTOR PER AISI AND MANUFACTURER RECOMMENDATIONS. D. COLD-FORMED STEEL MATERIAL: ASTM A1003 STEEL SHEET WITH G60 GALV COATING CONFORMING TO ASTM A653, WITH A MINIMUM YIELD STRENGTH OF 33 KSI (USE 50 KSI FOR 54 MILS AND THICKER) UNLESS NOTED OTHERWISE. E. MEMBER SIZES INDICATED ARE PER THE “STEEL STUD MANUFACTURERS ASSOCIATION” (SSMA). COMPONENTS SHOWN ARE STRUCTURAL MEMBERS (33 MIL OR THICKER), UNLESS NOTED OTHERWISE. NON-STRUCTURAL MEMBERS AND DRYWALL GAGES ARE NOT PERMITTED. F. SCREWS ARE NON-CORROSIVE NO 8-18 (DIA=0.125") OR LARGER, UNLESS NOTED OTHERWISE. DO NOT USE STAINLESS STEEL OR COPPER-COATED FASTENERS. G. WELDING: AWS D1.3 "STRUCTURAL WELDING CODE-SHEET STEEL". CONSULT MANUFACTURER FOR EQUIPMENT RECOMMENDATIONS AND PROPER ELECTRODE SELECTION. H. INSTALL MINIMUM OF THREE (3) WALL STUDS AT CORNERS AND INTERSECTING STUD WALLS (UNLESS OTHERWISE INDICATED). I. PREPUNCHED HOLES CANNOT BE LOCATED WITHIN 10 INCHES FROM WALL STUD ENDS. J. TRACKS ARE THE SAME DEPTH AS STUDS OR JOISTS, UNLESS NOTED OTHERWISE. CONNECT TRACKS TO STUD AND/OR JOIST SUPPORTS AT 16" OC MAXIMUM, ON EACH SIDE. ALIGN WALL STUD FRAMING WITH SUPPORTED STUD/JOIST MEMBERS ABOVE. K. DO NOT SPLICE MEMBERS UNLESS OTHERWISE INDICATED. FASTEN MULTI-PLY MEMBERS TOGETHER USING TACK WELDS OR #10 SCREWS AT 12” OC MAXIMUM SPACING, UNLESS NOTED OTHERWISE. L. CROSS BRIDGING OR FULL-DEPTH BLOCKING IS REQUIRED AT WALL STUDS NOT RECEIVING SHEATHING ON BOTH FACES. UNLESS NOTED OTHERWISE, MAXIMUM BRIDGING/BLOCKING SPACING IS 6’-0” OC OR AT 1/3 POINTS OF MEMBER SPAN, WHICHEVER IS LESS. COORDINATE EXTENTS OF WALL AND CEILING SHEATHING WITH THE ARCHITECTURAL DRAWINGS. M. CLADDING, PARTITION FRAMING, AND CONNECTIONS MUST ACCOMMODATE VERTICAL AND LATERAL DISPLACEMENT OF THE PRIMARY STRUCTURE. COMPLY WITH SSMA TECHNICAL NOTE NO 1 DATED JANUARY 2000 FOR SLIP TRACK DESIGN. N. FASTEN SHEATHING TO FRAMING MEMBERS PER THE WALL SHEATHING NOTES. O. REPAIR DAMAGED GALVANIZED COATINGS AND WELDED AREAS IN ACCORDANCE WITH ASTM A780. SPECIAL INSPECTIONS AND TESTING A. SPECIAL INSPECTIONS AND TESTING ARE PERFORMED IN ACCORDANCE WITH IBC CHAPTER 17 AND LOCAL JURISDICTION PROVISIONS, BY AN INDEPENDENT INSPECTION AND TESTING AGENCY. THE SPECIAL INSPECTOR MUST OBSERVE AND TEST THE WORK FOR CONFORMANCE TO THE CONTRACT DOCUMENTS. B. THE SPECIAL INSPECTOR MUST FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, AND ALL OTHER DESIGNATED INDIVIDUALS. ALL DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF NOT CORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR MUST SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK IS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE CONTRACT DOCUMENTS, SOILS REPORT, AND APPLICABLE WORKMANSHIP OF THE BUILDING CODE. SUBMITTALS A. CONTRACTOR MUST REVIEW AND STAMP ALL SHOP DRAWINGS BEFORE SUBMITTING FOR REVIEW. SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND/OR ENGINEER FOR REVIEW. FABRICATE AND CONSTRUCT FROM THE REVIEWED SUBMITTALS. ALLOW 10 BUSINESS DAYS FOR EACH SUBMITTAL REVIEW UNLESS AN ALTERNATE REVIEW TIME IS AGREED UPON BY ALL PARTIES. IN THE EVENT MULTIPLE SUBMITTALS ARE SUBMITTED AT THE SAME TIME, THE CONTRACTOR MUST INDICATE WHICH SUBMITTALS HAVE PRIORITY. B. MAINTAIN A RECORD SET OF APPROVED SHOP DRAWINGS IN THE FIELD. C. SUBMIT IN WRITING ANY DEVIATION FROM, ADDITION TO, SUBSTITUTION FOR, OR MODIFICATION TO, THE STRUCTURE OR ANY PART OF THE STRUCTURE DETAILED, TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE “IN-WRITING” UNLESS IT IS CLEARLY NOTED SPECIFIC CHANGES ARE BEING REQUESTED. D. PREPARE A LIST AND SCHEDULE OF ALL STRUCTURAL SUBMITTALS PRIOR TO CONSTRUCTION. E. SUBMIT THE FOLLOWING SHOP DRAWINGS FOR THE ENGINEER'S REVIEW: 1. STRUCTURAL STEEL, SHOP, AND ERECTION DRAWINGS 2. MISCELLANEOUS STEEL F. SUBMIT ITEMS MARKED (1) SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. SUBMIT ITEMS MARKED (2) FOR OWNER'S RECORD ONLY, AND WILL NOT HAVE THE ENGINEER'S SHOP DRAWING STAMP AFFIXED. SUBMIT ITEMS MARKED (3) WITH DESIGN CALCULATIONS SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. 1. THE OMISSION FROM THE SHOP DRAWINGS OF ANY MATERIALS REQUIRED BY THE CONTRACT DOCUMENTS DOES NOT WHETHER THE SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED. G. THE USE OF ELECTRONIC FILES OR REPRODUCTIONS OF CONTRACT DOCUMENTS BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES THEM TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. POST-INSTALLED ANCHORS A. ONLY USE POST-INSTALLED ANCHORS WHERE SPECIFIED ON THE DRAWINGS. B. OBTAIN APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. C. LOCATE EXISTING REBAR, REINFORCING, AND ANCHORS PRIOR TO DRILLING. DO NOT DAMAGE OR DISTURB EXISTING REBAR, REINFORCING OR ANCHORS. D. INSTALL ANCHORS ACCORDING TO MANUFACTURER’S INSTRUCTIONS, INCLUDING, BUT NOT LIMITED TO: EXPIRATION DATE, INSTALLATION TEMPERATURE, DRILLING METHOD, HOLE SIZE, HOLE DEPTH, HOLE CLEANING, MIXING PROCEDURE, ANCHOR INSTALLATION, AND CURING. E. FOR PROJECTS MEETING IBC 2012 OR LATER, ACI/CRSI ADHESIVE ANCHORS INSTALLER CERTIFICATION IS REQUIRED FOR ALL INSTALLERS OF ADHESIVE ANCHORS IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATION. PROOF OF CERTIFICATION OR ON- SITE TRAINING FOR ALL ADHESIVE ANCHOR INSTALLERS SHALL BE PROVIDED TO THE EOR PRIOR TO INSTALLATION. F. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR MINIMUM EDGE DISTANCES AND SPACING. G. UNLESS NOTED OTHERWISE, EMBED ANCHORS IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED TO SUPPORT THE INTENDED LOAD. H. ADHESIVE ANCHOR DESIGN BOND STRENGTH IS BASED ON CRACKED CONCRETE, ACI 355.4 TEMPERATURE CATEGORY B, AND INSTALLATIONS INTO DRY HOLES DRILLED USING A HAMMER DRILL INTO CONCRETE CURED FOR AT LEAST 21 DAYS AND NOT EXPOSED TO WATER FOR THE PRECEDING 14 DAYS. ADHESIVE ANCHORS MUST BE INSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER PER ACI 318. I. INSPECT ANCHOR INSTALLATION PER APPLICABLE BUILDING CODE AND SPECIAL INSPECTION REQUIREMENTS. J. SUBMIT SUBSTITUTION REQUESTS TO THE STRUCTURAL ENGINEER, INCLUDING CALCULATIONS PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER SHOWING THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE DESIGN PROCEDURE REQUIRED BY THE BUILDING CODE. K. NON-ADHESIVE ANCHORS IN NEW CONCRETE SHALL NOT BE INSTALLED UNTIL CONCRETE HAS CURED A MINIMUM OF 7 DAYS AND SHALL NOT BE LOADED PRIOR TO CONCRETE CURING FOR 28 DAYS (UNLESS OTHERWISE SPECIFIED BY MANUFACTURER). L. INSTALL ANCHORS PER THE MANUFACTURER PRINTED INSTALLATION INSTRUCTIONS (MPII), AS INCLUDED IN THE ANCHOR PACKAGING. M. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THE ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF ANCHOR INSTALLATION. STRUCTURAL STEEL A. HOT ROLLED STEEL BARS, PLATES, SHAPES, AND SHEET PILING MUST BE NEW STEEL CONFORMING TO ASTM A6. FABRICATE AND INSTALL STEEL IN ACCORDANCE WITH AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AND AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". B. STRUCTURAL STEEL IS AS FOLLOWS, UNLESS NOTED OTHERWISE: 1. RECTANGULAR AND SQUARE HSS:ASTM A500, GRADE C FY = 50 KSI 2. ALL OTHER STRUCTURAL STEEL:ASTM A36 FY = 36 KSI C. CENTER COLUMNS AND BEAMS ON GRID LINES UNLESS NOTED OTHERWISE. D. CONNECTIONS: STEEL CONNECTIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REFERENCED DESIGN CRITERIA. E. BOLT CONNECTIONS (UNLESS OTHERWISE NOTED OR REQUIRED): 1. BOLTS: ASTM F3125, GRADE A325 2. WASHERS: ASTM F436, TYPE 1 3. NUTS: ASTM A563, GRADE DH 4. CONNECT A MINIMUM OF ONE-HALF (1/2) THE DEPTH OF THE MEMBER. 5. UNLESS NOTED OTHERWISE, BOLTS MAY BE TIGHTENED TO THE “SNUG TIGHT” CONDITION IN LIEU OF PRETENSIONING, USE BEARING CONNECTIONS WITH THREADS INCLUDED FOR ALL OTHER CONNECTIONS. F. WELD CONNECTIONS (UNLESS NOTED OTHERWISE): 1. WELDING IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING CODE - STEEL". 2. USE E70XX (SMAW), F7XX-EXXX (SAW), ER70S-X (GMAW), OR E7XT-X (FCAW) ELECTRODES FOR WELDING, UNLESS NOTED OTHERWISE. 3. SHOW ALL FIELD WELDS REQUIRED ON ERECTION DRAWINGS. 4. USE CONTINUOUS 1/4" FILLET WELDS UNLESS NOTED OTHERWISE. G. CUTS INDICATED ON THE DRAWINGS, OR AS REQUIRED FOR OTHER TRADES, MUST BE MADE IN THE SHOP AND SHOWN ON THE SHOP DRAWINGS. FIELD PERFORMED HOLES OR CUTS ARE NOT PERMITTED WITHOUT ENGINEER APPROVAL. H. FABRICATE STRUCTURAL STEEL WITH ONE COAT OF SHOP PRIMER EXCEPT THE FOLLOWING MEMBERS: GALVANIZED SURFACES, SLIP-CRITICAL SURFACES, SURFACES TO BE FIELD WELDED, SURFACES TO RECEIVE FIRE PROOFING, OR UNLESS NOTED OTHERWISE. COORDINATE AREAS TO BE FIREPROOFED WITH ARCHITECTURAL DRAWINGS PRIOR TO FABRICATION. I. GALVANIZED STRUCTURAL STEEL: ASTM A123 OR ASTM A153. GALVANIZE AFTER FABRICATION. GALVANIZE ALL EXTERIOR EXPOSED STEEL, UNLESS NOTED OTHERWISE. REPAIR DAMAGED GALVANIZED COATINGS IN ACCORDANCE WITH ASTM A780. J. COORDINATE THE EXACT LOCATION AND SIZE OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION. K. REFERENCE THE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL STEEL (IF ANY) NOT INDICATED ON THE STRUCTURAL DRAWINGS. ROUGH CARPENTRY A. GENERAL 1. LUMBER: a. GRADING PER DOC PS 20 AND APPLICABLE GRADING AGENCY RULES. 1. FACTORY MARK EACH PIECE WITH GRADING AGENCY GRADE STAMP. b. MAXIMUM MOISTURE CONTENT: 19% c. PROTECT MATERIALS FROM WEATHER. d. SORT AND SELECT LUMBER SO NATURAL CHARACTERISTICS DO NOT INTERFERE WITH INSTALLATION OR FASTENING. e. PASS PLUMBING AND CONDUIT THROUGH HOLES, NOT NOTCHES, IN STUDS, SILLS, AND PLATES. CENTER HOLES IN THE MEMBER DEPTH. USE GALVANIZED NAIL STOPPERS (16 GAGE MINIMUM) ON BOTH FACES OF BORED MEMBERS IN ACCORDING WITH THE GOVERNING PLUMBING/ELECTRICAL CODE. 2. PRESERVATIVE-TREATED (P.T.): a. PRESERVATIVE TREATMENT PROCESS: AWPA U1 1. CATEGORY UC2 FOR INTERIOR CONSTRUCTION NOT IN CONTACT WITH GROUND. 2. CATEGORY UC3b FOR EXTERIOR CONSTRUCTION NOT IN CONTACT WITH GROUND. 3. CATEGORY UC4a FOR ITEMS IN CONTACT WITH GROUND. 4. CHEMICALS USED MUST BE ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND NOT CONTAIN ARSENIC, CHROMIUM, NOR AMMONIA-CAL COPPER ZINC ARSENATE (ACZA). DO NOT USE INORGANIC BORON (SBX) FOR SILL PLATES. b. KILN-DRY AFTER TREATMENT TO A MAXIMUM MOISTURE CONTENT OF 19 PERCENT. c. MARK LUMBER WITH TREATMENT QUALITY MARK OF AN INSPECTION AGENCY APPROVED BY THE ALSC BOARD. d. UNLESS NOTED OTHERWISE, INSTALL PT LUMBER AS FOLLOWS: 1. EXTERIOR LOCATIONS. 2. WOOD MEMBERS IN CONTACT WITH MASONRY, MORTAR, GROUT OR CONCRETE. 3. WOOD FRAMING MEMBERS LESS THAN 18 INCHES ABOVE GROUND IN CRAWLSPACES OR UNEXCAVATED AREAS. 3. FIRE-RETARDANT-TREATED (FRT): a. FLAME-SPREAD INDEX OF 25 OR LESS WHEN TESTED ACCORDING TO ASTM E84. FRT MUST BE TESTED IN ACCORDANCE WITH ASTM D5664. 1. EXTERIOR USE: ASTM D2898 2. INTERIOR USE: ASTM D3201 b. TREATMENT IS PYRO-GUARD® MANUFACTURED BY HOOVER TREATED WOOD PRODUCTS, INC. PYRO-GUARD® II AN INTERIOR "TYPE A" FIRE-RETARDANT WITH INDIVIDUAL SURFACE BURNING CHARACTERISTICS FOR THE SPECIES AND PRODUCTS LISTED UNDER UL CERTIFICATIONS. c. EVALUATION OF LUMBER DATA IS IN ACCORDANCE WITH ASTM D6841. THE RESULTING DESIGN VALUE AND SPAN RATING ADJUSTMENTS ARE PUBLISHED IN UL ER7002-01, WHICH INCLUDES EVALUATION OF HIGH TEMPERATURE (HT) STRENGTH TESTING FOR ROOF APPLICATIONS. d. DESIGN VALUE ADJUSTMENT FACTORS: CALCULATED IN ACCORDANCE WITH ASTM D6841: 1. MODULUS OF ELASTICITY FACTOR IS 0.95 OR GREATER. 2. EXTREME FIBER IN BENDING FACTOR IS 0.80 OR GREATER. e. FRT USED IN STRUCTURAL APPLICATIONS ARE INSTALLED IN ACCORDANCE WITH THE CONDITIONS AND LIMITATIONS LISTED IN UL ER7002-01. f. KILN DRY AFTER TREATMENT (KDAT) TO MAXIMUM MOISTURE CONTENT OF 19%. g. TREATMENT MUST NOT PROMOTE CORROSION, NOR CONTAIN VOC'S, UREA FORMALDEHYDE, FORMALDEHYDE, HALOGENS, SULFATES, CHLORIDES, OR AMMONIUM PHOSPHATE. h. DO NOT INSTALL FRT IN AREAS WHERE, IN SERVICE, IT IS EXPOSED TO PRECIPITATION, DIRECT WETTING, OR CONDENSATION. AVOID EXPOSURE TO PRECIPITATION DURING SHIPPING, STORAGE OR INSTALLATION. i. APPLY WHERE INDICATED. B. DIMENSIONAL LUMBER: 1. UNLESS NOTED OTHERWISE: DOUGLAS FIR NO 2 C. FASTENERS: 1. NAILS, BRADS, AND STAPLES: ASTM F1667 2. EXPOSED FASTENERS AND FASTENERS USED IN PRESERVATIVE-TREATED OR FIRE-TREATED LUMBER ARE GALVANIZED TO ASTM STANDARD B695 - CLASS 55, OR A153 - CLASS D. 3. REPAIR DAMAGED GALVANIZED COATINGS PRIOR TO CONCEALING. 4. AS A MINIMUM, FASTEN ALL WOOD FRAMING TO COMPLY WITH THE "FASTENING SCHEDULE" OF THE REFERENCED BUILDING CODE AND THE ICC-ES EVALUATION REPORT FOR FASTENERS. 5. USE STEEL COMMON NAILS UNLESS NOTED OTHERWISE. 6. STAGGER FASTENERS TO PREVENT SPLITTING, INCLUDING PARALLEL TO GRAIN SPLITTING. 7. FASTEN MULTI-PLY MEMBERS TOGETHER USING (3) ROWS OF 16d NAILS AT 12 INCHES OC, UNLESS NOTED OTHERWISE. D. CONNECTORS: 1. INSTALL CONNECTORS COMPLYING WITH MANUFACTURER’S WRITTEN INSTRUCTIONS. INSTALL FASTENERS THROUGH EACH FASTENER HOLE, UNLESS NOTED OTHERWISE. 2. CONNECTORS INDICATED ARE MANUFACTURED BY SIMPSON STRONG-TIE, INC. CONNECTORS BY OTHER MANUFACTURERS MAY BE USED IF THE LOAD CAPACITY IS EQUAL TO OR GREATER THAN THE CONNECTOR SPECIFIED. USE MANUFACTURER'S RECOMMENDED FASTENERS, UNLESS NOTED OTHERWISE. 3. CONNECTORS HAVE A MINIMUM CORROSION PROTECTION OF G90 GALVANIZATION COMPLYING WITH ASTM A653. 4. CONNECTORS IN CONTACT WITH PRESSURE TREATED OR FIRE TREATED LUMBER ARE MANUFACTURED FROM SIMPSON ZMAX (G185 GALVANIZED) STEEL COMPLYING WITH ASTM A653. SHEET NUMBER: TX COA No. F-001045 DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED STAMP & SEAL: 999 Waterside Drive Suite 2202 Norfolk, VA 23510 (757) 956-5710 www.brittpeters.com BPA Project #:260005 SHEET TITLE: CHECKED BY: DRAWN BY: STATUS: DOCUMENT DATE: PROJECT#:PROJECT:GA24WSI019 PROJECT CONSULTANT: ARCHITECT:SOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092KATHRYN CULLEY-RAPATA, AIA OHIO LICENSE NO. 2118216 PH: 510.459.5136 ARCHITECT:3/12/2026 9:46:48 AM Autodesk Docs://BPA_Collaborate_Revit_2023/260005_STRU_Pottery Barn - Southlake, TX.rvt S0.00 03/12/26 GJ VS GENERAL NOTES PERMIT SET LIVE LOADS CATEGORY UNIFORM LOAD (PSF) CONCENTRATED LOAD (LBS) 2ND FLOOR OFFICES 50 CANOPY ROOF 20 DATE REV# ISSUE 03/12/2026 PERMIT SET 03/12/26 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 19 18 17 16 23'-5 3/4" ± 24'-0" ± 24'-0" ± 1.01_3 NOT IN SCOPE1 S3.01 _____________________ 2 S3.01 _____________________ 6 S3.01 _____________________ (E) W18X35 (E) W18X35 (E) W18X35 (E) W16X26 (E) W21X50(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35T/(E) SLAB 117'-8"± PT 3x10 BEAM PT 3x10 BEAM PT 3x10 BEAM PT 3x10 BEAM PT 3x10 BEAM 1.01_43 S3.01 _____________________ 4 S3.01 _____________________ PT 3x10 BEAM PT 3x10 BEAM PT 3x10 BEAM T/POST REF ARCH T/POST REF ARCH 5 S3.01 _____________________ 7'-0 1/4"19'-10 1/4"10'-6 1/4"10'-6 1/4"5'-7 1/4"11'-8 3/4"1.01_5 THE CONTRACTOR SHALL VERIFY THAT ALL STRUCTURAL COMPONENTS SHOWN ON THESE DRAWINGS ARE ACCURATE IN REPRESENTING WHAT IS CURRENTLY BUILT. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD IF ANY AS-BUILT CONDITION DIFFERS FROM WHAT IS DEPICTED ON THESE DOCUMENTS. NOTE REGARDING EXISTING CONSTRUCTION PLAN NOTES 1. EXISTING STRUCTURAL INFORMATION SHOWN IS BASED UPON PARTIAL DRAWINGS BY BROCKETTE, DAVIS, DRAKE, INC. CONSULTING ENGINEERS, DATED 11/19/1999. FIELD VERIFY ALL EXISTING FLOOR AND ROOF FRAMING SIZES, CONDITIONS AND DIMENSIONS PRIOR TO FABRICATION OF NEW MATERIAL. CONTACT ENGINEER WITH DISCREPANCIES PRIOR TO FABRICATION OF NEW MATERIAL. 2. ALL STEEL PERMANENTLY EXPOSED TO THE EXTERIOR SHALL BE HOT-DIP GALVANIZED UNO. 3. ALL WOOD PERMANENTLY EXPOSED TO THE EXTERIOR SHALL BE PRESERVATIVE-TREATED UNO. 19 18 17 16 23'-5 3/4"24'-0" +/-24'-0" +/- 1.01_1 PT 6x6 WOOD POST, TYP 7'-0 1/4"19'-10 1/4"10'-6 1/4"10'-6 1/4" 1.01_2 1.01_2 1.01_2 NOT IN SCOPE1.01_25'-7 1/4"11'-8 3/4"1.01_2 (E) W10 COLUMN, TYP 1.01_2 CONCRETE CURB, REF TO CIVIL DRAWINGS PLAN LEGEND #.##DENOTES SHEET NOTE, REF SCHEDULE THIS SHEET DENOTES EXISTING BUILDING ELEMENT, FIELD VERIFY(E) DENOTES VERIFY IN FIELDVIF DENOTES APPROXIMATE DIMENSION/ELEVATION, FIELD VERIFY± DENOTES PRESERVATIVE-TREATEDPT DENOTES EXISTING MOMENT FRAME CONNECTION SHEET NUMBER: TX COA No. F-001045 DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED STAMP & SEAL: 999 Waterside Drive Suite 2202 Norfolk, VA 23510 (757) 956-5710 www.brittpeters.com BPA Project #: 260005 SHEET TITLE: CHECKED BY: DRAWN BY: STATUS: DOCUMENT DATE: PROJECT#:PROJECT:GA24WSI019 PROJECT CONSULTANT: ARCHITECT:SOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092KATHRYN CULLEY-RAPATA, AIA OHIO LICENSE NO. 2118216 PH: 510.459.5136 ARCHITECT:3/12/2026 9:46:49 AM Autodesk Docs://BPA_Collaborate_Revit_2023/260005_STRU_Pottery Barn - Southlake, TX.rvt S1.01 03/12/26 GJ VS EXTERIOR PATIO SLAB AND FRAMING PLAN PERMIT SET 1/4" = 1'-0"1 EXTERIOR PATIO - FRAMING PLAN SHEET NOTES - EXTERIOR PATIO *REF PLANS AND DETAILS FOR SHEET NOTES REQUIRED* MARK DESCRIPTION 1.01_1 EXTERIOR 4" THICK CONCRETE SLAB, REF CIVIL DRAWINGS 1.01_2 SIMPSON APB66 AT POST BASE. ATTACH TO CONCRETE WITH 5/8" DIA. SIMPSON TITEN HD W/ 2 1/2" EMBED DEPTH 1.01_3 PT3x10 JOISTS AT 18" OC MAX 1.01_4 PT3x3 PURLINS AT 2'-0" OC MAX 1.01_5 (E) 2 1/2"± LIGHT WEIGHT CONCRETE SLAB ON 3"± 22GA VLI COMPOSITE DECK (TOTAL THICKNESS = 5 1/2"±) 1/4" = 1'-0"2 EXTERIOR PATIO - SLAB PLAN DATE REV# ISSUE 03/12/2026 PERMIT SET 03/12/26 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 C12X20.7 CONT HDGC12X20.7 HDG C12X20.7 HDG 1'-2 1/2"3'-4"3'-4"3'-4"3'-4"4'-0"3'-4"3'-4"3'-4"1'-2 1/2"HSS1 HSS1 HSS1 HSS1 HSS1 HSS1 HSS1 HSS1 (6'-0" MAX) REF ARCH T/ (E) SLAB 117'-8"± 14 15 25'-0" +/-(E) W21x44(E) W21x44(E) W10x49 COLUMN (E) W21x55 (E) W21x44 (E) W21x44 (E) W21x44 (E) W16x26 (E) W14x22 CANOPY, REF ARCH AND SECT 2 S1.02 _____________________ NOT IN SCOPE HSS12X2X5/16 HDGHSS12X2X5/16 HDGHSS12X2X5/16 HDGHSS12X2X5/16 HDGTYP 1.02_2 HSS1HSS1HSS1 1.02_1TYP 1.02_3 HSS1 HSS1 TYP 1.02_3 TYP 1.02_2 1.02_4TYP 1.02_5 2/S1.02 (E) W10x49 COLUMN 1.02_6 1.02_6 1.02_6 1.02_6 THE CONTRACTOR SHALL VERIFY THAT ALL STRUCTURAL COMPONENTS SHOWN ON THESE DRAWINGS ARE ACCURATE IN REPRESENTING WHAT IS CURRENTLY BUILT. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD IF ANY AS-BUILT CONDITION DIFFERS FROM WHAT IS DEPICTED ON THESE DOCUMENTS. NOTE REGARDING EXISTING CONSTRUCTION PLAN NOTES 1. EXISTING STRUCTURAL INFORMATION SHOWN IS BASED UPON PARTIAL DRAWINGS BY BROCKETTE, DAVIS, DRAKE, INC. CONSULTING ENGINEERS, DATED 11/19/1999. FIELD VERIFY ALL EXISTING FLOOR AND ROOF FRAMING SIZES, CONDITIONS AND DIMENSIONS PRIOR TO FABRICATION OF NEW MATERIAL. CONTACT ENGINEER WITH DISCREPANCIES PRIOR TO FABRICATION OF NEW MATERIAL. 2. ALL STEEL PERMANENTLY EXPOSED TO THE EXTERIOR SHALL BE HOT-DIP GALVANIZED UNO. 3. ALL WOOD PERMANENTLY EXPOSED TO THE EXTERIOR SHALL BE PRESERVATIVE-TREATED UNO. PLAN LEGEND #.##DENOTES SHEET NOTE, REF SCHEDULE THIS SHEET DENOTES EXISTING BUILDING ELEMENT, FIELD VERIFY(E) DENOTES VERIFY IN FIELDVIF DENOTES APPROXIMATE DIMENSION/ELEVATION, FIELD VERIFY± DENOTES HOT-DIP GALVANIZEDHDG DENOTES EXISTING MOMENT FRAME CONNECTION DENOTES HSS6x2x5/16 HDG (LSV)HSS1 DENOTES MOMENT CONNECTION DENOTES DECK SPAN DIRECTION (E) PL 3/8± (E) SLAB AND DECK, REF PLAN (E) CONT BENT PLATE (E) 6"± CFS STUDS AT 16"± OC, FIELD VERIFY (E) L4x4x1/4 x 1'-0" +/-ANGLE BRACING, W/ (3) 1/2" DIA EXP BOLTS SPACED @ 4'-0"± (E) L2 1/2x2 1/2x1/4+/- BRACE AT 4'-0"± OC 3/16 EA END (E) STOREFRONT, REF ARCH(E) L5x5x5/16±, FIELD VERIFY B/CANOPY REF ARCH T/ (E)SLAB REF PLAN (E) BEAM, REF PLAN (E) C6x8.2 CHANNEL @ 4'-0"± OC, FIELD VERIFY ADD L2 1/2x2 1/2x1/4 BRACE AT EA HSS OUTRIGGER HSS BEAM BETWEEN EXISTING CHANNELS, REF PLAN CANOPY DECKING AND ATTACHMENT, REF ARCH HSS BEAM, REF PLAN 1/4 1/4 NON-STRUCTURAL TIE ROD AND CONNECTION (BEYOND), REF ARCH 3"PARTIALLY REMOVE AND SALVAGE EXISTING BRICK (1'-0" MAX ON EACH SIDE OF HSS OUTRIGGER) AS REQUIRED FOR CANOPY INSTALLATION. DO NOT OVER DEMO. HSS BEYOND (WHERE OCCURS), REF PLAN ADD L4x4x5/16 SPAN BETWEEN EXISTING BEAMS 1/4 EA END3/16 3/16 L3 1/2x3 1/2x3/8 LOOSE LINTEL (AS REQ'D) (E) MASONRY VENEER REF PLAN CONT HDG CHANNEL, REF PLAN 3"SHEET NUMBER: TX COA No. F-001045 DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED STAMP & SEAL: 999 Waterside Drive Suite 2202 Norfolk, VA 23510 (757) 956-5710 www.brittpeters.com BPA Project #: 260005 SHEET TITLE: CHECKED BY: DRAWN BY: STATUS: DOCUMENT DATE: PROJECT#:PROJECT:GA24WSI019 PROJECT CONSULTANT: ARCHITECT:SOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092KATHRYN CULLEY-RAPATA, AIA OHIO LICENSE NO. 2118216 PH: 510.459.5136 ARCHITECT:3/12/2026 9:46:49 AM Autodesk Docs://BPA_Collaborate_Revit_2023/260005_STRU_Pottery Barn - Southlake, TX.rvt S1.02 03/12/26 GJ VS PARTIAL PLAN AT ENTRY CANOPY PERMIT SET 1/4" = 1'-0"1 PARTIAL PLAN AT ENTRY CANOPY 3/4" = 1'-0"2 SECTION SHEET NOTES - ENTRY CANOPY *REF PLANS AND DETAILS FOR SHEET NOTES REQUIRED* MARK DESCRIPTION 1.02_1 (E) 2 1/2"± LIGHT WEIGHT CONCRETE SLAB ON 3"± 22GA VLI COMPOSITE DECK (TOTAL THICKNESS = 5 1/2"±) 1.02_2 EXISTING ANGLE BRACING AND CHANNEL, REF SECTION 2/S1.02. FIELD VERIFY LOCATIONS PRIOR TO FABRICATION OF NEW MATERIAL 1.02_3 1/4" FILLET WELD-ALL-AROUND AT EACH END OF HSS BEAM 1.02_4 FIELD VERIFY EXISTING WALL FRAMING SIZES AND DIMENSIONS PRIOR TO FABRICATION OF CANOPY STEEL. NOTIFY EOR IN WRITING IF EXISTING CONDITIONS DIFFER FROM WHAT IS SHOWN ON PLAN AND DETAIL(S). GC SUBMIT EXISTING FRAMING SITE CONDITIONS AND MEASUREMENTS TO EOR PRIOR TO FABRICATION/ERECTION OF CANOPY STEEL. 1.02_5 MITER, WELD AND GRIND SMOOTH AT CORNERS (SPLICES ARE CJP WELDED AND GROUND SMOOTH) 1.02_6 LOCATE HSS AT EDGE OF EXISTING BRICK, REF 2/S1.02 FOR ADDITIONAL INFORMATION DATE REV# ISSUE 03/12/2026 PERMIT SET 03/12/26 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 PT BEAM, REF PLAN PT POST, REF PLAN PT PURLIN, REF PLAN PT JOIST, REF PLAN, TYP T/POST REF PLAN 1 1/4" 3"2 1/4"5"PL1/4x5x0'-8" (4) 1/2" DIA THRU BOLTS SIMPSON APA21 W/ OUTDOOR ACCENTS #10 x 1 1/2" CONNECTOR SCREWS (SD10112DBB), TYP NOTE: ALL EXTERIOR HARDWARE SHALL BE STAINLESS STEEL PAINTED BLACK, REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION PT POST, REF PLAN PT BEAM, REF PLAN, TYP PT PURLIN, REF PLAN PT JOIST, REF PLAN, TYP T/POST REF PLAN REF 1/S3.01, TYP1/S3.01 REF 1/S3.01, TYP1/S3.01 PT BEAM, REF PLAN, TYP PT JOIST, REF PLAN R=4" R=4" R=1"4"4" 1" 1 "3 1/2"4"PT PURLIN, REF PLAN, TYP REF 1/S3.01, TYP1/S3.01 NOTCH4" MAXB/ JOIST REF 6/S3.016/S3.01 REFER TO SECTION 3/S3.01 FOR ADDITIONAL INFORMATION PT POST, REF PLAN 3/S3.01 T/POST REF PLAN REF 1/S3.01, TYP1/S3.01 PT JOIST, REF PLAN PT PURLIN, REF PLAN, TYP CONT PT 2x10 LEDGER (E) MASONRY VENEER REFER TO SECTION 1/S3.01, TYP SIMPSON LUS310 PROVIDE WATERTIGHT SEAL AT ALL THROUGH-BOLT PENETRATIONS. SEAL BOTH FACES WITH EXTERIOR- GRADE ELASTOMERIC SEALANT. INSTALL PER MANUFACTURER’S RECOMMENDATIONS. STIFFCLIP AL362 TOP AND BOTTOM #10 SCREWS @ 12" OC, TYP (2) 400T125-33, (2) 1000T125-33 W/ SOLID FRT WOOD FILLER BLOCKING EXISTING 6"± CFS STUDS AT 16"± OC, FIELD VERIFY (2) 3/4" DIA THRU BOLTS WITH COMPRESSION SLEEVE AND PLATE WASHERS AT 16" OC MAX FLASHING, REF ARCH 6 " B/ JOIST REF 6/S3.016/S3.012"PT JOIST, REF PLAN PT PURLIN, REF PLAN, TYP (E) PL 3/8± (E) SLAB AND DECK, REF PLAN (E) CONT BENT PLATE (E) 6"± CFS STUDS AT 16"± OC, FIELD VERIFY (E) L4x4x1/4 x 1'-0" +/-, W/ (3) 1/2" DIA EXP BOLTS SPACED @ 4'-0"± (E) L2 1/2x2 1/2x1/4+/- BRACE AT 4'-0"± OC (E) STOREFRONT, REF ARCH (E) BEAM, REF PLAN (E) C6x8.2 AT 4'-0"± OC, FIELD VERIFY B/ JOIST 14'-1" AFF T/ (E)SLAB REF PLAN (E) MASONRY VENEER WALL REFER TO SECTION 5/S3.01 FOR ADDITIONAL INFORMATION SHEET NUMBER: TX COA No. F-001045 DRAWINGS ARE PROPERTY OF BRITT PETERS & ASSOCIATES, INC. - ALL RIGHTS RESERVED STAMP & SEAL: 999 Waterside Drive Suite 2202 Norfolk, VA 23510 (757) 956-5710 www.brittpeters.com BPA Project #:260005 SHEET TITLE: CHECKED BY: DRAWN BY: STATUS: DOCUMENT DATE: PROJECT#:PROJECT:GA24WSI019 PROJECT CONSULTANT: ARCHITECT:SOUTHLAKE TOWN SQUARE1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 76092KATHRYN CULLEY-RAPATA, AIA OHIO LICENSE NO. 2118216 PH: 510.459.5136 ARCHITECT:3/12/2026 10:32:13 AM Autodesk Docs://BPA_Collaborate_Revit_2023/260005_STRU_Pottery Barn - Southlake, TX.rvt S3.01 03/12/26 Checker Author SECTIONS PERMIT SET 3/4" = 1'-0"1 SECTION 3/4" = 1'-0"2 SECTION 3/4" = 1'-0"3 SECTION 3/4" = 1'-0"4 SECTION 3/4" = 1'-0"5 SECTION 3/4" = 1'-0"6 SECTION NOTE: ALL EXTERIOR HARDWARE SHALL BE STAINLESS STEEL PAINTED BLACK, REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION DATE REV# ISSUE 03/12/2026 PERMIT SET 03/12/26 Kite Realty Group APPROVED BY DATE This review is only for the general conformance with the design concept of the project and general compliance with the information provided. Nothing in this review, including corrections or comments made on this submittal, shall be construed to relieve Tenant from its responsibilities to comply with the requirements of the Lease, plans, specifications, and code. This review only includes the information and the components described herein. Tenant is responsible for information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences, and procedures of installation; for coordination of its work; and for performing all work in a safe, satisfactory, and code-compliant manner. APPROVED AS NOTED REJECTED REVISE AND RESUBMIT FOR INFORMATION ONLY 4 GAvramides 3/27/2026 ABBREVIATIONSALL SYMBOLS AND ABBREVIATIONS DO NOT NECESSARILY APPEAR ON DRAWINGSELECTRICAL SYMBOLSAAMPEREFACPFIRE ALARM CONTROL PANELPNLPANELAICAMPERE INTERRUPTING CURRENTFHFUME HOODPROJPROJECTORAFAMPERE FRAMEFOICFURNISHED BY OWNER INSTALLED BYCONTRACTORPRSPROGRAMMED RAPID STARTAFFABOVE FINISHED FLOORFOIOFURNISHED BY OWNER INSTALLED BY OWNERPTPOTENTIAL TRANSFORMERAHUAIR HANDLING UNITFU or F FUSEPVCPOLYVINYL CHLORIDEASAMPERE SWITCHFSDFIRE SMOKE DAMPERPWRPOWERASVAIR SOLENOID VALVEFVNRFULL VOLTAGE NON-REVERSINGATAMPERE TRIPGALVGALVANIZEDRDDROLL DOWN DOORATSAUTOMATIC TRANSFER SWITCHGCGOGGLE CABINETRECRECEPTACLEAWGAMERICAN WIRE GAGEGDGARBAGE DISPOSALREFREFRIGERATORBASBUILDING AUTOMATION SYSTEMGECGROUNDING ELECTRODE CONDUCTORREQD REQUIREDBBOBACKBOARD OPERATORGENGENERATORRFRETURN FANBLBLEACHERSGFIGROUND FAULT CIRCUIT INTERRUPTERRHRANGE HOODBLDGBUILDINGRNGRANGECCONDUITGRSGALVANIZED RIGID STEELSCTPSHIELDED TWISTED PAIRCATVCABLE TELEVISIONGSVGAS SOLENOID VALVES/FDSMOKE/FIRE DAMPERCBCIRCUIT BREAKERHHHANDHOLESPECSPECIFICATIONSCCTVCLOSED CIRCUIT TELEVISIONHIDHIGH INTENSITY DISCHARGESPSTSINGLE POLE SINGLE THROWCKTCIRCUITHPHORSEPOWERSTSHUNT TRIP or STRANDCLGCEILINGHPFHIGH POWER FACTORSTDSTANDARDCMCOFFEE MAKERHPSHIGH PRESSURE SODIUMSTLSTEELCMUCONCRETE MASONRY UNITHTHEAT TRACESVSOLENOID VALVECOCONDUIT ONLYIDFINTERMEDIATE DATA FRAMESWSWITCHCOMM COMMUNICATIONSIMICE MACHINESWBD SWITCHBOARDCTIWDINTERCOM WALL DISPLAYSWGR SWITCHGEARCURRENT TRANSFORMERJ or J-BOX JUNCTION BOXTELTELEPHONECUCOPPERkAICAMPERE INTERRUPTING CAPACITY(THOUSANDS)TEMPTEMPORARYkcmilTHOUSAND CIRCULAR MILSTPTRAP PRIMERDDCDIRECT DIGITAL CONTROL SYSTEMkVKILOVOLTTTBTELEPHONE TERMINAL BOARDDIADIAMETERkVAKILOVOLTAMPERESDISCDISCONNECTkWKILOWATTTYPTYPICALDISPDISPOSALkWHKILOWATT HOURUCUNDER COUNTERDNDOWNMAXMAXIMUMUGUNDERGROUNDDODOOR OPERATORMDFMAIN DATA FRAMEUHUNIT HEATERDPSTDOUBLE POLE SINGLE THROWMFRMANUFACTURERULUNDERWRITERS LABORATORIESDRYDRYERMECH MECHANICALUONUNLESS OTHERWISE NOTEDDWDISHWASHERMHMANHOLE; METAL HALIDEUPSUNINTERRUPTIBLE POWER SUPPLYDWGDRAWINGMINMINIMUMVOLTEAEACHVAVOLTAMPEREEFEXHAUST FANMLOMAIN LUGS ONLYVFDVARIABLE FREQUENCY DRIVEEHDELECTRIC HAND DRYERMTDMOUNTEDELECELECTRICALMTGB MAIN TELECOMMUNICATIONSGROUND BUS BARWATTELEVELEVATORMWMICROWAVEW/WITHEMTELECTRICAL METALLIC TUBINGNNEUTRALWAPWIRELESS ACCESS POINTEPOEMERGENCY POWER OFFNECNATIONAL ELECTRICAL CODEWASWASHEREQUIP EQUIPMENTNCNORMALLY CLOSEDW/DSTACKED WASHER/ DRYEREWCELECTRIC WATER COOLERNLNIGHT LIGHTWFWASH FOUNTAINNONUMBER or NORMALLY OPENWMWASHING MACHINENTSNOT TO SCALEW/OWITHOUTOHDOVERHEAD DOORWONWON DOOREXIST EXISTINGWPWEATHERPROOFFAFIRE ALARMPHPHASEXFMR TRANSFORMERFAAFIRE ALARM ANNUNCIATORCRCONTROL RECEPTACLEPLCIGISOLATED GROUNDGENERAL LIGHTINGLIGHT FIXTURE IDENTIFICATION TAG2'x4' RECESSED LED FIXTURE1'x4' RECESSED LED FIXTURE1'x4' SURFACE MOUNTED LED FIXTURE4' PENDANT MOUNTED LED FIXTURE2' PENDANT MOUNTED LED FIXTURE4' WALL MOUNTED LED FIXTURE3' WALL MOUNTED LED FIXTURE2' WALL MOUNTED LED FIXTURE4' STRIP LED FIXTUREEXTERIOR LIGHT FIXTURE, REFER TO FIXTURE SCHEDULE FOR MORE INFORMATIONEMERGENCY LIGHTINGNOTE: ANY OF THE ABOVE FIXTURE SYMBOLS WITH A BLACK FILLED REGIONINDICATES FIXTURE PROVIDED WITH INTERNAL BATTERY BACKUP FOR EMERGENCY.RECESSED DOWNLIGHT FIXTURELIGHTING CONTROLWALL SWITCH - SUBSCRIPT INDICATES TYPE:2 - DOUBLE POLE LVM - LOW VOLTAGE MASTER3 - THREE WAYM - MANUAL MOTOR STARTER4 - FOUR WAYMC - MOMENTARY CONTACTD - DIMMERP - SWITCH W/ PILOT LIGHTEP - EXPLOSION PROOFT - TIMERK - KEY OPERATEDWP - WEATHERPROOFLV - LOW VOLTAGEOCCUPANCY SENSOR - DUAL TECHNOLOGY - CEILING MOUNTEDOCCUPANCY SENSOR, DUAL TECHNOLOGY - WALL MOUNTED?POWER OUTLETSDUPLEX RECEPTACLE, SUBSCRIPT INDICATES:DUPLEX RECEPTACLE - CEILING MOUNTEDDOUBLE DUPLEX RECEPTACLESPECIAL PURPOSE RECEPTACLE3 WIRE RECEPTACLE - 208VPOWER GENERALJUNCTION BOXHANDHOLE 3' X 3'MANHOLEMOTOR CONNECTIONEQUIPMENT CONNECTIONEQUIPMENT CONNECTION - WALL MOUNTEDTHERMOSTATPANELBOARDEQUIPMENT CABINETPOWER POLEFLUSH FLOOR BOXLARGE CAPACITY FLOOR BOXFLUSH FLOOR COUPLINGEMERGENCY SHUT DOWN SWITCHPUSHBUTTONJMTDISTRIBUTIONPAD MOUNTED TRANSFORMER - SUBSCRIPTS INDICATE:FIRST NUMBER: # OF TRANSFORMERSSECOND NUMBER: TRANSFORMER KVA RATINGSTARTER, 3-POLE, NEMA SIZE 1 MINIMUM - UNLESS OTHERWISENOTEDCOMBINATION STARTERDISCONNECT SWITCHDELTA CONNECTIONCONTACTOR#-##POLE MOUNTED AREA LIGHT??/??WYE CONNECTIONTRANSFORMER (PLAN / RISER)GROUNDINGGROUND CONNECTIONGROUNDING RODEXIT SIGN - CEILING MOUNTED (ARROW INDICATES DIRECTION OF EGRESS)EXIT SIGN - WALL MOUNTED (ARROW INDICATES DIRECTION OF EGRESS)MBSMAINTENANCE BYPASS SWITCHMCBMAIN CIRCUIT BREAKERSPDSURGE PROTECTION DEVICEMGBMASTER GROUND BARTGBTELECOMMUNICATIONS GROUND BARPPPATCH PANELCATCATEGORYPRPAIRSFSUPPLY FANUTPUNSHIELDED TWISTED PAIREQUIPMENT TAGGND or G GROUNDLCPLIGHTING CONTROL PANELLVLOW VOLTAGEFUSED DISCONNECT SWITCHCIRCUIT IDENTIFIER (PANEL:CIRCUIT NUMBER)X:X(E)EXISTINGHBOHEAD BOLT OUTLETMDPMAIN DISTRIBUTION PANELLOWER-CASE LETTER ADJACENT TO SWITCH INDICATES SPECIFIC SWITCHINGGROUP. .LETTERS ADJACENT TO FIXTURE INDICATES SPECIFIC SWITCHING GROUPSWITCHING ZONESDZ - DAYLIGHT ZONEm1 - MANUAL ZONESWITCHING GROUPS ARE INDICATED WITH LOWER CASE LETTERSaSPECIFIC TO LOCATION INDICATED.1. NOTE APPLIES TO ENTIRE SHEET.EXISTINGNEW(E)(N)LINETYPESEXISTING (THIN)NEW (MEDIUM)GENERAL NOTES:OSPOUTSIDE PLANTHOME RUN - NUMBER OF CONDUCTORS AS INDICATED. LONGHASH INDICATES A NEUTRAL, SHORT HASH INDICATES A 'HOT'.IF NO HASHES ARE SHOWN THEN ONE NEUTRAL AND ONE HOTARE ASSUMED. ALL CONDUITS MUST HAVE A GROUNDCONDUCTOR.-LETTER DESIGNATION INDICATES PANEL-NUMBER(S) INDICATE CIRCUITA:2,4,6SMFSINGLE MODE FIBERDIMENSION TO CENTERLINE OF DEVICEXXXTELECOMMUNICATION EQUIPMENT ROOM (MDF)QTYQUANTITYTRTELECOMMUNICATION ROOM (IDF)BCTBONDING CONDUCTOR FOR TELECOMMUNICATIONTMGB TELECOMMUNICATIONS MAIN GROUND BARTEBCTELECOMMUNICATIONS EQUIPMENT BONDINGCONDUCTORTBBTELECOMMUNICATIONS BONDING BACKBONEXXXXXXA - MOUNT AT 8" ABOVE COUNTER UON, REFER TO ARCHITECTURALFRZ - DEDICATED GFCI RECEPTACLE FOR FREEZERFW - DEDICATED GFCI RECEPTACLE FOR FOOD WARMERG - GFCI RECEPTACLEICE - DEDICATED RECEPTACLE FOR ICE MACHINE, ON GFCI BREAKERMW - DEDICATED GFCI RECEPTACLE FOR MICROWAVEREF - DEDICATED GFCI RECEPTACLE FOR REFRIGERATORWP - WEATHERPROOF WHILE IN USE, GFCITV - DEDICATED RECEPTACLE FOR MONITOR, MOUNTED AT 76" AFF UONUSB - GFCI RECEPTACLE WITH TWO (2) USB-A PORTS, MOUNTED AT 42" AFF UONVM - DEDICATED GFCI RECEPTACLE FOR VENDING MACHINEOCCUPANCY SENSOR CONTROLLED SPLIT WIRED RECEPTACLEOCCUPANCY SENSOR CONTROLLED SPLIT WIRED DOUBLE DUPLEXRECEPTACLEEGCEQUIPMENT GROUNDING CONDUCTORSBJSYSTEM BONDING JUMPERSSBJSUPPLY SIDE BONDING JUMPERFEEDER CALLOUT, REFER TO FEEDER SCHEDULExxxMBJMAIN BONDING JUMPERPROGRAMMABLE LOGIC CONTROLLERDZ,aEM-xxHH-xxNFNON-FUSEDJFURNITURE RACEWAY (PROVIDED BY OTHERS) WITH JUNCTIONBOX. JUNCTION BOX SHALL BE PROVIDED WITH GROMMET TOALLOW CABLES TO BE PULLED TO FINAL CONNECTION POINTWITHOUT DAMAGING CABLES.DETDETAILMNSMASS NOTIFICATION SYSTEMFACUFIRE ALARM CONTROL UNITSHUNT TRIP DISCONNECT SWITCHSXPTRPRINTERMMETERUESUNISOURCE ENERGY SERVICECONDUIT UPCONDUIT DOWNSGBSECONDARY GROUND BAROS EMERGENCY WALL MOUNTED EGRESS LIGHT MOUNTED 6" ABOVE DOOR.ABOVE GRADEBELOW GRADEPDUPOWER DISTRIBUTION UNITVWTELECOM GENERALDATA OUTLET 18" AFF UNO, WITH TWO (2) RJ45 CONNECTORS.PROVIDE 1"C WITH PULL STRING TO ACCESSIBLE SPACE.THE FOLLOWING GENERAL NOTES APPLY TO ALL DRAWINGS1. THE INSTALLATION SHALL COMPLY WITH CURRENT ADOPTED ELECTRICAL CODE,THE AUTHORITY HAVINGJURISDICTION, AND UTILITY REQUIREMENTS.2. DESIGN SHALL COMPLY WITH CURRENT THE ELECTRIC CODE.3. REFER TO SPECIFICATIONS AND ALL OTHER DIVISION DOCUMENTS FOR ADDITIONAL REQUIREMENTS.4. ELECTRICAL CONTRACTOR (EC) SHALL COORDINATE WORK WITH OTHER TRADES.5. ALL MATERIALS SHALL BE NEW AND SHALL BE LISTED BY UNDERWRITER'S LABORATORIES, INC.6. CATALOG NUMBERS USED IN SYMBOLS LIST AND FIXTURE SCHEDULE ARE TO BE AS NOTED OR APPROVEDEQUALS. MAINTAIN SPECIFIED GRADE.7. IT IS THE INTENT OF THE ELECTRICAL CONTRACT DOCUMENTS THAT ALL ELECTRICAL SYSTEMS AREINSTALLED COMPLETE, TESTED AND READY FOR OPERATION, UNLESS SPECIFICALLY NOTED OTHERWISEAND WHETHER OR NOT EVERY ITEM OF EQUIPMENT, DEVICE, BOX, ETC. IS SHOWN ON THE PLANS.ELECTRICAL SUBCONTRACTOR SHALL BE ON THE PREMISES OPENING DAY.8. LOCATIONS OF ALL DEVICES ARE SHOW SCHEMATICALLY. COORDINATE WITH THE ARCHITECTURALDRAWINGS, REFLECTED CEILING PLANS, ELEVATIONS AND CASEWORK, SUPPLIER'S SHOP DRAWINGS FOREXACT LOCATION PRIOR TO ROUGH-IN. WHERE OUTLET GROUPINGS OCCUR, MOUNT BOXES AS CLOSE TOEACH OTHER AS PRACTICAL. OUTLETS SHALL NOT BE MOUNTED BACK TO BACK ON THE SAME WALL, BUTWILL HAVE MINIMUM LATERAL SEPARATION OF 12" OR (1) STUD SPACE. CONNECT OUTLETS WITH FLEXSTEEL CONDUIT. ON FIRE WALLS SEPARATION MUST BE 24".9. SEAL ALL PENETRATIONS IN RATED WALLS, FLOORS AND CEILINGS WITH A UL APPROVED FIRE STOPSYSTEM THAT IS THE SAME AS THE WALL.10. PROVIDE A 220 LB NYLON JET PULL STRING IN ALL EMPTY RACEWAYS.11. PROVIDE EMT RACEWAY FOR WIRING RUNNING THROUGH WALLS, FLOOR, AND CEILINGS. ALL WIRING ANDCABLING NOT INSTALLED IN METALLIC RACEWAYS SHALL BE PLENUM RATED.12. ALL CONDUIT AND RACEWAY SHALL BE RUN CONCEALED UNLESS NOTED OTHERWISE AND SHALL BE RUNPARALLEL OR PERPENDICULAR TO STRUCTURAL MEMBERS, WALLS, CEILINGS, OR FLOORS. NOSTRUCTURAL MEMBER SHALL BE CUT OR ALTERED WITHOUT PRIOR APPROVAL OF THE ARCHITECT ANDSTRUCTURAL ENGINEER.13. ALL CONDUIT BELOW CONCRETE SLABS SHALL BE RIGID, HOT-DIPPED GALVANIZED STEEL CONDUIT ORRIGID, CODE APPROVED PVC.14. THE EC SHALL ENSURE THAT THE ENTIRE ELECTRICAL SYSTEM FOR THIS BUILDING IS GROUNDED INACCORDANCE WITH ALL APPLICABLE PROVISIONS OF ARTICLE 250 OF THE ADOPTED ELECTRICAL CODE.15. WORKING SPACE ABOUT ELECTRICAL PANELS, SWITCHGEAR, ETC SHALL COMPLY WITH ADOPTEDELECTRICAL CODE ARTICLE 110.26.16. ALL LUMINAIRES SHALL BE SECURELY FASTENED AND IN COMPLIANCE WITH ARTICLE 410.10 OF THEADOPTED ELECTRICAL CODE.17. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN WIRE FOR CONNECTION TO LIGHTING FIXTURESSHALL BE AS REQUIRED BY THE UL LABEL. #12 AWG SHALL BE THE MINIMUM SIZE USED FOR POWERWIRING. #14 AWG MAY BE USED FOR CONTROL WIRING ONLY. 120V CIRCUITS IN EXCESS OF 100FT SHALL BE#10 AWG (OR LARGER AS INDICATED) FROM PANEL BOARD TO FIRST OUTLET.18. ALL MULTI-WIRE CIRCUITS SHALL BE WIRED SO DEVICES MAY BE REMOVED WITHOUT BREAKINGCONTINUITY OF NEUTRAL CONDUCTOR OR ELSE BE ON A COMMON TRIP BREAKER.19. PROVIDE UN-SWITCHED PHASE CONDUCTOR TO ALL EXIT SIGNS AND INDICATED LUMINAIRES WITHGENERATOR TRANSFER DEVICES.20. PROVIDE ALL EXPANSION FITTINGS, PITCH POCKETS, EQUIPMENT SUPPORTS, AND ACCESS DOORS ASREQUIRED FOR ELECTRICAL WORK.21. PROVIDE EQUIPMENT LABELS FOR DISCONNECT SWITCHES, WIRING TROUGHS, ETC. TO IDENTIFYEQUIPMENT OR EQUIPMENT SERVED. LABELS SHALL BE 1/8" THICK OF PHENOLIC MATERIAL, MACHINEENGRAVED TO EXPOSE CONTRASTING INNER CORE.22. WHERE A CONFLICT EXISTS WITHIN THE DOCUMENTS, THE MOST STRINGENT OPTION SHALL GOVERN.23. ELECTRICAL CONTRACTOR SHALL TOUR THE PROJECT SITE PRIOR TO BID TO ASSESS EXISTINGCONDITIONS, WHICH MAY AFFECT HIS BID. LATER CLAIMS FOR WORK THAT WAS EVIDENT WILL NOT BEALLOWED.24. ITEMS NOTED AS "TYPICAL" ON ANY DRAWING REFERS TO ALL DRAWINGS.25. ALL RACEWAYS WITHIN THE BUILDING SHALL BE RUN OVERHEAD UON. RACEWAYS SHALL NOT RUN UNDERFLOOR SLABS NOR IN FLOOR SLABS UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS.26. LOCATIONS OF ALL WALL MOUNTED DEVICES ARE SHOWN SCHEMATICALLY. COORDINATE WITH THEARCHITECTURAL DRAWINGS, ELEVATIONS AND CASEWORK SUPPLIERS SHOP DRAWINGS FOR EXACTLOCATION OF DEVICES PRIOR TO ROUGH-IN.27. ALL RACEWAYS IN FINISHED SPACES SHALL BE CONCEALED.28. PROVIDE 2" EMT SLEEVES FOR LOW VOLTAGE WIRING RUNNING THROUGH NON-RATED WALLS, FLOORSAND CEILING.29. MOUNT ALL DEVICES ABOVE COUNTERS 6" ABOVE BACKSPLASH UNLESS NOTED OTHERWISE.30. NOT ALL LEGEND AND ABBREVIATIONS ARE NECESSARY OR REQUIRED FOR THIS DRAWING SET.GENERAL NOTESTHE FOLLOWING GENERAL NOTES APPLY TO ALL DRAWINGS1. IN GENERAL ONLY CIRCUIT NUMBERS HAVE BEEN SHOWN ON THE DRAWINGS. THECONTRACTOR SHALL PROVIDE ALL REQUIRED RACEWAYS AND WIRING.2. SHOW ALL RACEWAYS AND WIRING ON AS-BUILT DRAWINGS.3. GENERAL:3.1. MINIMUM RACEWAY SIZE SHALL BE 3/4".3.2. NO MORE THAN 7#12 AWG CONDUCTORS SHALL BE INSTALLED IN A RACEWAY.3.3. HOMERUNS GREATER THAN 100FT TO THE FIRST DEVICE SHALL BE #10 AWG.3.4. LIGHTING, POWER, AND MECHANICAL EQUIPMENT CONDUCTORS SHALL NOT BECOMBINED IN THE SAME RACEWAY.3.5. PROVIDE A GROUND CONDUCTOR IN ALL RACEWAYS.3.6. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT.4. LIGHTING:4.1. PROVIDE CONDUCTORS AS REQUIRED TO PROVIDE CIRCUITING AND SWITCHING DUTY AS SHOWN ON THE DRAWINGS.4.2. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT.5. POWER:5.1. PROVIDE CONDUCTORS AS REQUIRED TO PROVIDE CIRCUITING SHOWN.5.2. FOR OTHER THAN 15 OR 20 AMP SINGLE PHASE RECEPTACLE BRANCH CIRCUITS PROVIDE A DEDICATED HOMERUN TO THE PANEL.5.3. FOR 30 AMP BRANCH CIRCUITS PROVIDE #10 AWG CONDUCTORS.5.4. FOR 40 AMP AND LARGER BRANCH CIRCUITS PROVIDE RACEWAYS AND WIRING ASSHOWN ON THE DRAWINGS.5.5. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT.DEVICE MOUNTINGFLOOR18" TO C.L.OF DEVICE45" TO C.L. OFDEVICEAC MOUNTEDDEVICES & T-STATSTYPICAL SWITCH & T-STATS60" TO C.L. OFDEVICET-STATS FOR NON-ADA UNITS ONLYOSLOW VOLTAGE DAYLIGHT SENSOR - CEILING MOUNTEDDSDAYLIGHTING ZONE OUTLINEDW - DEDICATED GFCI RECEPTACLE FOR DISHWASHERCORD REEL CONNECTIONECELECTRICAL CONTRACTORO - DUAL TECHNOLOGY OCCUPANCY SENSORFUSED DISCONNECT WITH RATINGCIRCUIT BREAKERMETER & CT CABINETBRANCH CIRCUIT WIRINGTERRELOCATION(R)LCMLIGHTING CONTROL MODULERGSRIGID GALVANISED STEEL(D)DEMOLISHELVLINE VOLTAGEOFCIOWNER FURNISHED CONTRACTOR INSTALLEDPROVIDE BACK BOX FOR LOW VOLTAGE CONNECTIONS. COORDINATEWITH LOW VOLTAGE PLANS AND VENDOR FOR EXACT REQUIREMENTS.PROVIDE 1"C WITH PULL STRING TO ACCESSIBLE SPACE.E-001ELECTRICAL NOTESAND LEGENDg l o b e a t e l i êSHEET NUMBERSHEET TITLEDRAWN BY:CHECKED BY:FIELD VERIFICATION:PROJECT:2041 EAST STREET PMB 475CONCORD CA 94520ARCHITECT:PROJECT CONSULTANT:© THIS DRAWING, AND ALL GRAPHICS AND WRITTENMATERIAL CONTAINED HEREIN, CONSTITUTES THEORIGINAL AND UNPUBLISHED WORK OFGLOBEATELIÊ AND MAY NOT BE COPIED,DISTRIBUTED, OR USED IN WHOLE OR IN PART,WITHOUT EXPRESSED, WRITTEN PERMISSION.STAMP & SEAL:PROJECT# :THE CONTRACTOR SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE PROJECT SITEAND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONALERRORS, OMISSIONS OR DISCREPANCIES BEFOREBEGINNING OR FABRICATING ANY WORKDO NOT SCALE THESE DRAWINGSGLOBEATELIE LLCTEXAS LICENSE NO: BR 4868STATUS:SOUTHLAKE TOWN SQUARE 1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 7609208-29-2025TEST FITFEASIBILITY SET10-17-202511-20-2025 PRELIMINARY SET03-12-2026PERMIT SETGA24WSI019PERMIT SETwww.coffman.com F-6691ph 737.289.0670901 MoPac Expressway SouthAustin, TX 78746Building 4, Suite 3433/18/2026Kite Realty GroupAPPROVEDBYDATEThis review is only for the general conformance with the design concept of the projectand general compliance with the information provided. Nothing in this review, includingcorrections or comments made on this submittal, shall be construed to relieve Tenantfrom its responsibilities to comply with the requirements of the Lease, plans,specifications, and code. This review only includes the information and thecomponents described herein. Tenant is responsible for information that pertainssolely to the fabrication processes or to the means, methods, techniques, sequences,and procedures of installation; for coordination of its work; and for performing all workin a safe, satisfactory, and code-compliant manner.APPROVED AS NOTEDREJECTEDREVISE AND RESUBMITFOR INFORMATION ONLY4GAvramides3/27/2026 LOCATIONRACEWAYS ALLOWEDUNDERGROUNDRMC, RNC, IMCIN CONCRETERMC, RNC, IMCEXTERIOR, ABOVE GRADEEXTERIOR, WET/DAMPRMC, IMC, RNC, LFMCDRY, CONCEALEDRMC, IMC, EMT, FMCDRY, EXPOSED<10'AFF: RMC, IMC>10'AFF: EMT, IMC, LFMC, FMCSLAB ON GRADERMC, IMC, RNC208Y/120 VOLT SYSTEM480Y/277 VOLT SYSTEMNEUTRAL:WHITEGRAYPHASE A OR L1BLACKBROWNPHASE B OR L2REDYELLOWPHASE C OR L3BLUEPURPLEGROUNDGREENGREENISOLATED GROUND GREEN W/YELLOW TRACER GREEN W/YELLOW TRACERRMC26 00 00 - ELECTRICAL GENERAL CONDITIONSCODE REQUIREMENTS1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF LAWS, RULES, REGULATIONS,CODES STANDARDS, AND ORDINANCES OF FEDERAL, STATE, AND LOCAL AUTHORITIES HAVINGJURISDICTION. ALL EQUIPMENT AND MATERIALS SHALL COMPLY WITH SAID AUTHORITIES WHETHERINDICATED ON THE CONTRACT DOCUMENTS OR NOT.2. ALL WORK SHALL BE PERFORMED PER:2.1. ENERGY CODE2.2. ELECTRICAL CODE3. THE PUBLICATION AND STANDARDS OF THE FOLLOWING AUTHORITIES, IN ADDITION TO THOSE SPECIFIED INRELATED PROJECT DOCUMENTS, SHALL BE OBSERVED DURING CONSTRUCTION AND ARE REFERENCED INTHE DOCUMENTATION BY THE ABBREVIATIONS NOTED:3.1. UNITED STATES OF AMERICA STANDARDS INSTITUTE - USASI3.2. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS - IEEE3.3. NATIONAL ELECTRICAL CODE - NEC3.4. NATIONAL FIRE PROTECTION ASSOCIATION - NFPA3.5. UNDERWRITER'S LABORATORY - UL3.6. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION - NEMA3.7. CERTIFIED BALLAST MANUFACTURERS - CBM3.8. AMERICAN SOCIETY FOR TESTING AND MATERIALS - ASTM3.9. OCCUPATIONAL SAFETY AND HEALTH ACT - OSHA3.10. INTERNATIONAL CODES BY THE INTERNATIONAL CODE COUNCIL3.10.1. INTERNATIONAL BUILDING CODE - IBC3.10.2. INTERNATIONAL ENERGY CODE -IECC4. UNLESS OTHERWISE NOTED, EQUIPMENT AND DEVICES SHALL BE MOUNTED PER ADA AND TASREQUIREMENTS.4.1. OPERABLE DEVICES (SWITCHES, CARD READERS, ETC) AT OR BELOW 48" AFF.4.2. RECEPTACLES, TELEPHONE AND DATA OUTLETS AT 18" AFF (15" MIN TO BOTTOM OF DEVICE), UON.SCOPE OF WORK1. THE SCOPE OF WORK SHALL INCLUDE COMPLETE PROVISIONS FOR ELECTRICAL POWER DISTRIBUTION TOALL LIGHTING, DEVICES, APPLIANCES, AND EQUIPMENT SHOWN ON THE CONSTRUCTION DOCUMENTS.1.1. PROVISIONS INCLUDE, BUT ARE NOT LIMITED TO, ALL SUPPLIES, MATERIALS, EQUIPMENT, TOOLS ANDLABOR.1.2. PROVISIONS ALSO INCLUDE ALL MISCELLANEOUS MATERIALS REQUIRED TO COMPLETE THE WORKSHOWN INCLUDING, BUT NOT LIMITED TO, SUPPORTS, HANGERS, RACEWAYS, BOXES, SLEEVES, SEALS,EQUIPMENT PADS, WIRING CONNECTORS, TERMINALS, LABELS, SIGNS, AND MARKERS.1.3. THE CONSTRUCTION DOCUMENTS INCLUDE ALL PLANS, ELEVATIONS, DETAILS, DIAGRAMS,SCHEDULES, AND NOTES ON THE DRAWINGS.1.4. WHERE USED ON THE PLANS AND IN THE SPECIFICATIONS AND WHERE NOT SPECIFICALLY NOTEDOTHERWISE, THE TERM "PROVIDE" AND THE TERM "INSTALL" SHALL MEAN FURNISH, INSTALL, CONNECTAND TEST.1.5. UNLESS EXPLICITLY NOTED "BY OTHERS" OR "EXISTING", ALL ITEMS SHOWN GRAPHICALLY ORSPECIFIED BY NOTES AND DETAILS ON THE PLANS SHALL BE FURNISHED, INSTALLED, CONNECTED,AND TESTED AS NEEDED. "BY OTHERS" IS IMPLIED TO BE OTHER SUB-CONTRACTORS.2. ADDITIONALLY, THE SCOPE OF WORK SHALL INCLUDE,2.1. APPLICATION FOR TEMPORARY AND PERMANENT ELECTRICAL SERVICE, PERMITTING, INSPECTION,AND PAYMENT OF ALL ASSOCIATED FEES.2.2. TESTING AND COMMISSIONING OF ELECTRICAL SYSTEMS.2.3. EQUIPMENT RENTAL.2.4. TEMPORARY CONSTRUCTION POWER AND LIGHTING.2.5. PROVISIONS FOR MAINTAINING THE FUNCTIONALITY OF EXISTING TO REMAIN BUILDINGCOMMUNICATIONS, FIRE ALARM, SECURITY/ACCESS CONTROL, PUBLIC ADDRESS, AND BELL SYSTEMSTHAT WILL BE AFFECTED BY THE WORK.2.6. COMPUTER BASED SHORT CIRCUIT COORDINATION STUDY AND ARC FLASH HAZARD ANALYSIS SHALLBE PERFORMED BY A STATE REGISTERED PROFESSIONAL ENGINEER AND PROVIDED BY PANELMANUFACTURER THROUGH THE ELECTRICAL CONTRACTOR. STUDY TO INCLUDE AT A MINIMUM,EXECUTIVE SUMMARY OF FINDINGS, TIME CURRENT CURVES, ONE-LINE MODEL, ELECTRICALDISTRIBUTION RECOMMENDATIONS, AND ARC FLASH WARNING LABELS.2.6.1. SHORT CIRCUIT STUDY TO COMPLY WITH IEEE 399 AND IEEE 551.2.6.2. COORDINATION STUDY TO COMPLY WITH IEEE 242 AND IEEE 399.2.6.3. ARC FLASH ANALYSIS TO COMPLY WITH IEEE 1584 AND NFPA 70E.SUBMITTALS1. PRODUCT DATA: SUBMIT CATALOG DATA SHOWING MANUFACTURER'S NAME AND CONTACT INFORMATION,ALL STANDARD FEATURES, AMPERAGE, VOLTAGE, AIC RATINGS, DIMENSIONS, WEIGHTS, LISTINGS &PRODUCT LABELS, MATERIAL TYPES, FINISHES AND CLEARLY INDICATING WHICH OPTIONAL FEATURES WILLBE PROVIDED.1.1. WHERE MULTIPLE SIZES ARE LISTED, INDICATE SIZES TO BE USED.1.2. WHERE MULTIPLE PRODUCTS ARE SHOWN ON THE SAME PAGE, INDICATE WHICH PRODUCTS TO BEUSED.2. SHOP DRAWINGS (WHERE APPLICABLE): MANUFACTURER OR CONTRACTOR PREPARED DRAWINGSSHOWING ALL RELEVANT DIMENSIONS, WEIGHTS, ELECTRICAL & MECHANICAL CONNECTIONREQUIREMENTS, CONDUIT ENTRY POINTS, ASSEMBLY REQUIREMENTS, LIFTING REQUIREMENTS, LIFTINGPOINTS, REQUIRED CLEARANCES. INCLUDE PLAN VIEWS & ELEVATIONS.2.1. INCLUDE ALL RELEVANT ELECTRICAL DIAGRAMS INCLUDING SCHEMATIC AND INTERCONNECTIONDIAGRAMS FOR POWER, SIGNAL, AND CONTROL WIRING.COORDINATION1. THE CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL AND OTHERDRAWINGS RELATED TO THIS PROJECT FOR ADDITIONAL WORK TO BE PROVIDED.2. ALL POWER OUTAGES SHALL BE COORDINATED IN WRITING WITH OWNER ONE (1) WEEK (MIN) PRIOR TO THEOUTAGE.3. COOPERATE FULLY WITH THE OWNER OR HIS REPRESENTATIVE DURING CONSTRUCTION OPERATIONS TOMINIMIZE CONFLICTS AND TO FACILITATE OWNER USAGE SO AS NOT TO INTERFERE WITH THE OWNER'SOPERATIONS.4. THE DRAWINGS ARE DIAGRAMMATIC. THEY DO NOT SHOW SWITCHES, POWER AND DATA OUTLETS, SPECIALSYSTEMS COMPONENTS (FA, ACCESS CONTROL, A/V, ETC), ELECTRICAL EQUIPMENT, EQUIPMENTCONNECTIONS, REQUIRED RACEWAY, ETC IN THEIR EXACT DIMENSIONED LOCATIONS. THE CONTRACTORMUST CAREFULLY REVIEW THE ARCHITECTURAL, STRUCTURAL MECHANICAL, PLUMBING, FIRE PROTECTION,AND SPECIAL SYSTEMS PLANS TO IDENTIFY CONFLICTS AND AREAS THAT REQUIRE COORDINATION.5. COORDINATE ELECTRICAL AND SPECIAL SYSTEMS EQUIPMENT ROUGH-IN WITH FURNITURE, MILL WORK,SIGNS, MECHANICAL AND PLUMBING SYSTEMS, SPRINKLER SYSTEMS, ARCHITECTURAL AND STRUCTURALELEMENTS, AND THE OWNER'S REPRESENTATIVE. MINOR CHANGES IN ELECTRICAL EQUIPMENT LOCATIONSAND LAYOUT THAT ARE REQUIRED BY SITE CONDITIONS OR ORDERED BY THE DESIGN TEAM PRIOR TOPERFORMANCE OF WORK SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL CHARGES TO THEOWNER OR GENERAL CONTRACTOR.6. MAINTAIN REQUIRED WORKING SPACE PER ADOPTED ELECTRICAL CODE AND DEDICATED EQUIPMENTSPACE AROUND ALL ELECTRICAL EQUIPMENT, CONTROL PANELS, ETC THAT ARE SUBJECT TOMAINTENANCE, TESTING, OR USER INTERFACE. COORDINATE WITH OTHER TRADES. IF CLEARANCE CANNOTBE PROVIDED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO ROUGH-IN.7. COORDINATE COLOR SELECTIONS FOR LUMINAIRES AND ALL DEVICE PLATES WITH ARCHITECT.8. COORDINATE POWER REQUIREMENTS FOR HVAC CONTROLS, FIRE ALARM, SECURITY. AND OTHER SPECIALSYSTEMS TO MAKE SURE THAT ALL WORK IS COVERED IN THE BID.9. PRIOR TO ANY CUTTING/CORING IN EXISTING STRUCTURES, PERFORM GROUND PENETRATING RADAR SCAN.COORDINATE ALL LOCATIONS WITH STRUCTURAL ENGINEER/ARCHITECT.DELIVERY AND STORAGE1. STORE ALL ELECTRICAL/SPECIAL SYSTEMS EQUIPMENT/MATERIALS IN CLEAN, DRY SPACE LOCATED ABOVEGRADE. PROTECT FROM DIRT, WATER, CONSTRUCTION DEBRIS, TRAFFIC, FREEZE, AND DETERIORATIONFROM SUN LIGHT.2. MAINTAIN FACTORY WRAPPING OR PROVIDE APPROPRIATE COVER FOR ALL LARGE ELECTRICALEQUIPMENT. FOLLOW ALL MANUFACTURER RECOMMENDATIONS FOR HUMIDITY AND MAXIMUM/MINIMUMTEMPERATURES FOR STORING ELECTRICAL EQUIPMENT.QUALIFICATIONS1. MANUFACTURER: COMPANY SPECIALIZING IN MANUFACTURING PRODUCTS SHOWN ON THE CONSTRUCTIONDOCUMENTS WITH MINIMUM THREE YEARS DOCUMENTED EXPERIENCE.2. INSTALLER: A STATE LICENSED ELECTRICIAN WITH DOCUMENTED EXPERIENCE INSTALLING ALL EQUIPMENTSPECIFIED HERE IN SHALL DIRECTLY SUPERVISE ALL WORK. WHERE NOTED IN THE SPECIFICATIONS,REQUIRED BY CODE, OR REQUIRED BY THE MANUFACTURER, INSTALLER SHALL BE A MANUFACTURERTRAINED AND/OR CERTIFIED INSTALLER OF THE SPECIFIC PRODUCT TO BE INSTALLED.3. WHERE TESTING IS REQUIRED BY THE CONSTRUCTION DOCUMENTS, EQUIPMENT MANUFACTURER, ORCODE; TESTING SHALL BE PERFORMED BY AN AGENCY WITH DOCUMENTED EXPERIENCE AND PROPERLYCALIBRATED, FULLY FUNCTIONING EQUIPMENT, THAT IS A MEMBER OF THE INTERNATIONAL ELECTRICALTESTING ASSOCIATION, MANUFACTURER CERTIFIED, OR IS A NATIONALLY RECOGNIZED TESTING.LABORATORY (NRTL), AND IS ACCEPTABLE TO THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ).QUALITY ASSURANCE1. UNLESS OTHERWISE APPROVED, ALL EQUIPMENT SHALL BE NEW, PROPERLY DESIGNED, FROM AREPUTABLE MANUFACTURER MEETING THE SPECIFICATION QUALIFICATIONS, IN COMPLIANCE WITH THESPECIFICATION REQUIREMENTS, AND IN FULL WORK ORDER.2. WHERE TWO OR MORE ITEMS OF THE SAME CLASS OF EQUIPMENT ARE REQUIRED, THESE ITEMS SHALLBE PRODUCTS OF A SINGLE MANUFACTURER. HOWEVER, THE COMPONENT PARTS OF THE ITEM NEED NOTBE THE PRODUCTS OF THE SAME MANUFACTURER UNLESS STATED IN THE TECHNICAL SECTION.3. LISTING AND LABELING: WHERE REQUIRED, ALL ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIESSHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLETO LOCAL AUTHORITIES HAVING JURISDICTION AND MARKED FOR THE INTENDED USE. TESTING AGENCYSHALL BE UL UNLESS NOTED OTHERWISE OR PRE-APPROVED BY OWNER AND LOCAL AHJ.4. ALL EQUIPMENT USED FOR TESTING SHALL BE IN FULL WORKING ORDER AND CALIBRATED PER THEMANUFACTURER'S RECOMMENDATIONS.5. IF CONFLICTS BETWEEN THE SPECIFICATIONS AND DRAWINGS OCCUR, THE HIGHER QUALITY ORQUANTITY SHALL BE PROVIDED AND INSTALLED. WHEN CONFLICTS EXIST, CONTRACTOR SHALL PROVIDEA WRITTEN REQUEST FOR CLARIFICATION FROM THE ENGINEER. CONTRACTOR SHALL BE RESPONSIBLEFOR ANY ADDITIONAL EXPENSES INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO OBTAINCLARIFICATION.INSTALLATION1. THE CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PADS FOR ALL FLOOR 1. MOUNTEDELECTRICAL EQUIPMENT. THE CONCRETE SHALL PROTRUDE AT LEAST 3" PAST THE EDGE OF THEELECTRICAL EQUIPMENT ON ALL SIDES. THE CONCRETE PAD SHALL BE 6" TALL AND CONTAIN A 1/2"CHAMFER ON ALL SIDES. PROVIDE A MINIMUM OF 3000PSI CONCRETE AND #4 REBAR OR ASRECOMMENDED BY THE STRUCTURAL ENGINEER.2. NO FOREIGN SYSTEMS SUCH AS PIPING, DUCT WORK, ETC SHALL BE INSTALLED ABOVE ELECTRICALEQUIPMENT.3. PROVIDE SLEEVES FOR PENETRATIONS THROUGH WALLS/FLOORS. SEAL ALL OPENINGS. USE FIRE-RATEDSEALANT FOR OPENINGS IN RATED FLOOR AND WALLS.26 05 19 - CONDUCTORS AND CABLES (600V AND LESS)GENERAL REQUIREMENTS1. ALL BUILDING WIRING (THHN/THWN) SHALL BE INSULATED COPPER CONDUCTORS RUN FROM LOAD TOSOURCE INSIDE RACEWAY OR NON METALLIC CABLE ROUTED THROUGH WOODEN MEMBERS AS ALLOWEDBY ELECTRICAL CODE ARTICLE 334, CONTINUOUS (WITHOUT SPLICES) BETWEEN JUNCTION AND PULLBOXES.2. ALL SINGLE POLE CIRCUITS SHALL HAVE A DEDICATED NEUTRAL CONDUCTOR ROUTED TO THE SOURCEPANEL.3. FIELD VERIFY WHETHER A NEUTRAL IS REQUIRED FOR ALL TWO AND THREE POLE CIRCUITS. FOR ALLLOADS EXCEPT MOTORS, A NEUTRAL IS ASSUMED TO BE REQUIRED UNLESS FIELD DETERMINED TO BEUNNECESSARY.4. ALL POWER & CONTROL WIRING ROUTED THROUGH RETURN AIR PLENUMS SGALL BE PLENUM RATED.5. UP TO 3-20A CIRCUITS MAY SHARE A RACEWAY FOR HOMERUNS WHERE SUITABLE & PER ELECTRICALCODE CONDUIT FILL RULES.6. PROVIDE COLOR CODING FOR ALL WIRING IN ACCORDANCE WITH LOCAL ADOPTED CODE OR OWNER'SREQUIREMENTS. IF THIS PROJECT DOES NOT HAVE LOCAL REQUIREMENTS OR OWNER STANDARDS, ALLWIRING SHALL BE COLOR-CODED AS FOLLOWS:BUILDING WIRE1. CONDUCTOR: SOFT DRAWN COPPER, 98% CONDUCTIVITY.2. INSULATION RATING: 600V, 90°C.3. INSULATION MATERIAL: USE THHN, THWN IN CONDUIT. USE XHHW CONDUCTORS AND CONDUIT WHEREINSTALLED IN UNDERGROUND CONDUIT.4. CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED.5. CONDUCTORS #10 AWG SHALL BE SOLID OR STRANDED. FINAL CONNECTION SHALL BE MADE WITHWIRE TYPE CONSISTENT WITH UL LISTING AND MANUFACTURER REQUIREMENTS FOR EQUIPMENT,FIXTURE, AND/OR DEVICE.6. CONDUCTORS #12 AND SMALLER SHALL BE SOLID.CONNECTORS AND TERMINATIONS1. PROVIDE FACTORY-FABRICATED, METAL CONNECTOR OF THE SIZE, RATING, MATERIAL, TYPE ANDCLASS REQUIRED BY EQUIPMENT MANUFACTURER AND THE NEC.2. CONNECTORS SHALL BE INSULATED TO 600V AND CONDUCTING COMPONENTS SHALL MATCH MATERIALOF WIRING (COPPER UON).3. TERMINAL LUGS FOR WIRES #6 AWG AND SMALLER SHALL BE SOLDERLESS, COMPRESSION TYPECOPPER.4. TERMINAL LUGS FOR #4 AWG AND LARGER SHALL BE COMPRESSION TYPE COPPER WITH INSULATINGSEALING COLLARS.5. ALL TERMINALS, LUGS AND BUS JOINTS SHALL BE TIGHTENED PER THE MANUFACTURER'S TORQUEREQUIREMENTS. PROVIDE TORQUE LOG AS PART OF THE PROJECT CLOSEOUT SUBMITTAL.26 05 26 - GROUNDING AND BONDINGGENERAL REQUIREMENTS1. ALL RACEWAYS AND CIRCUITS SHALL BE PROVIDED WITH A ELECTRICAL CODE 250 COMPLIANT GREENGROUND CONDUCTOR.2. ALL EQUIPMENT SHALL BE PROPERLY BONDED.3. UPON COMPLETION OF THE WORK, ALL FEEDERS OF THE ELECTRICAL INSTALLATION SHALL BEMEGGER TESTED AND PROVED TO BE FREE OF UNWANTED GROUNDS AND OTHER DEFECTS.4. INSTALL BRANCH CIRCUITS FEEDING ISOLATED GROUND RECEPTACLES WITH SEPARATE INSULATEDGROUNDING CONDUCTOR, CONNECTED ONLY AT ISOLATED GROUND RECEPTACLE, GROUNDTERMINALS, AND GROUND BUS OF SERVING PANEL.PRODUCTS1. ROD ELECTRODES: 10 FOOT, 3/4" DIAMETER, COPPER. EXOTHERMIC WELDED CONNECTION.2. GROUNDING AND BONDING WIRE: 600V, STRANDED COPPER; SOLID COPPER MAY BE USED FOR #8 AWGAND SMALLER. MATCH BUILDING WIRE INSULATION EXCEPT WHERE NOTED AS BARE.3. MECHANICAL CONNECTORS: BRONZE CONNECTORS, SUITABLE FOR GROUNDING AND BONDINGAPPLICATIONS. LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORYACCEPTABLE TO THE AHJ.4. GROUND BUS: RECTANGULAR ANNEALED COPPER, MIN. 12" LONG, 1/4" BY 2" IN CROSS SECTION UON.PRE-DRILLED WITH 9/32" HOLES SPACED 1" APART WITH STANDOFF INSULATORS. ALL TERMINATIONLUGS SHALL BE 2 HOLE TYPE.SERVICE ENTRANCE GROUNDING ELECTRODE SYSTEM1. ALL RACEWAYS AND CIRCUITS SHALL BE PROVIDED WITH A ELECTRICAL CODE 250 COMPLIANT GREENGROUND CONDUCTOR.2. AT A MINIMUM, A GROUNDING ELECTRODE CONDUCTOR, SIZED PER ELECTRICAL CODE ARTICLE 250,SHALL BE CONNECTED FROM THE GROUND BUS OF THE SERVICE ENTRANCE DISCONNECT TO A 3/4"x10'COPPER CLAD STEEL GROUND ROD, TO THE BUILDING METAL COLD WATER AND GAS PIPING AT THEPOINT OF ENTRANCE INTO THE BUILDING, STRUCTURAL STEEL, 20' OF BARE COPPER ENCASED IN THESLAB, AND ANY OTHER AVAILABLE ELECTRODES AS DEFINED BY ELECTRICAL CODE 250.52(A).ADDITIONAL GROUNDING REQUIREMENTS MAY BE SPECIFIED ON THE PLANS TO ACHIEVE A MINIMUMGROUND RESISTANCE OF 5 OHMS.3. ROUTING OF GROUNDING ELECTRODE CONDUCTORS SHALL BE IN METAL CONDUIT IN ALL LOCATIONSTHAT ARE SUBJECT TO PHYSICAL ABUSE OR ENVIRONMENTAL DETERIORATION SUCH AS EXTERIORMOUNTED, EXPOSED BELOW LAY IN CEILING, ETC.4. PROVIDE A #4 GROUND FROM THE SERVICE ENTRANCE GROUND BUS TO ALL TELEPHONE SERVICEBOARDS AND COMMUNICATIONS EQUIPMENT ROOMS AND TERMINATE AT A GROUND BUS.5. GROUNDING SYSTEM RESISTANCE SHALL BE 5 OHMS MAXIMUM. SYSTEM SHALL BE TESTED INACCORDANCE WITH IEEE 142. PROVIDE ADDITIONAL GROUNDING ELECTRODES AS REQUIRED TOACHIEVE SPECIFIED RESISTANCE.26 05 29 - HANGERS AND SUPPORTS1. SUPPORT RACEWAYS USING GALVANIZED STEEL OR MALLEABLE IRON STRAPS; CHANNEL OR PIPECLAMPS AS APPROPRIATE.2. PROVIDE ALL RACKS WITH 25% SPARE CAPACITY.3. ALL RACKS SHALL BE DEDICATED TO ELECTRICAL DEVICES AND NOT OTHER SYSTEMS.4. PROVIDE SUPPORTS AT ALL BOXES, ELEC. EQUIP., LOADS, AND AT CODE REQUIRED INTERVALSALONG RACEWAYS.26 05 33 - RACEWAYS AND BOXESGENERAL REQUIREMENTS1. POWER, LIGHTING, COMMUNICATIONS, FIRE ALARM, ACCESS CONTROL/SECURITY, CONTROLS,AND OTHER SPECIAL SYSTEMS MAY BE RUN EXPOSED WHERE PROPERLY SUPPORTED ANDPROTECTED.2. PROVIDE RACEWAY AND BOXES FOR ALL EQUIPMENT; LIGHTING; WIRING DEVICES;COMMUNICATIONS EQUIPMENT AND OUTLETS; FIRE ALARM EQUIPMENT, APPLIANCES, ANDDEVICES; ACCESS CONTROL/SECURITY POINTS; CONTROL POINTS; AND OTHER SPECIALSYSTEMS SHOWN ON PLANS TO ABOVE CEILING.3. PROVIDE RACEWAY BOXES AT OTHER LOCATIONS AS REQUIRED FOR SPLICES, TAPS, WIREPULLING, EQUIPMENT CONNECTIONS, AND COMPLIANCE WITH REGULATORY REQUIREMENTS.RACEWAY AND BOXES ARE SHOWN IN APPROXIMATE LOCATIONS UNLESS DIMENSIONED.PROVIDE RACEWAY TO COMPLETE WIRING SYSTEM.4. ALL BOXES SHALL BE LOCATED IN AN ACCESSIBLE SPACE AS DEFINED BY THE NEC.5. DO NOT INSTALL RACEWAYS WITH MORE THAN THE EQUIVALENT OF THREE NINETY DEGREEBENDS BETWEEN PULL POINTS.6. ROUTE ALL RACEWAYS PARALLEL AND PERPENDICULAR TO WALLS, FLOORS, AND CEILINGS.7. ALL EXPOSED CONDUIT SHALL BE RUN PARALLEL AND TIGHT TO STRUCTURAL ELEMENTS.FOLLOW ALL SURFACE CONTOURS; DO NOT ROUTE IN FREE AIR FROM POINT TO POINT.8. INSTALL RACEWAYS SO THAT IT DRAINS TO JUNCTION AND PULL BOXES TO AVOID MOISTURETRAPS AT LOW POINTS.9. ALL SPARE CONDUITS SHALL BE PROVIDED WITH PULL STRING, LABELED, AND CAPPED AT BOTHENDS.10. CLOSE ENDS AND UNUSED OPENINGS IN SURFACE RACEWAYS, WIREWAY, BOXES, ANDENCLOSURES.11. WHERE POSSIBLE, ALL CONDUIT ROUTED THROUGH ROOF STRUCTURE SHALL SHARE COMMONPENETRATIONS AS MECHANICAL DUCTWORK OR PIPING. COORDINATE WITH MECHANICALCONTRACTOR.12. ALL ROOF AND WALL PENETRATIONS SHALL BE FLASHED AND SEALED TO MAINTAIN THE FIRERATING AND WATERPROOFING OF THE STRUCTURE PER THE MANUFACTURER'S RECOMMENDEDPRACTICES.CONDUIT1. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS SERVING ALL EQUIPMENT, INCLUDINGBUT NOT LIMITED TO, LIGHTING, RECEPTACLES, HEATING, AIR CONDITIONING, PLUMBINGEQUIPMENT, TELEPHONE, DATA, SPEAKERS, AND ELECTRICAL EQUIPMENT. WHEN NM CABLE ISUSED, CONDUIT IS NOT REQUIRED.2. CONDUIT TYPES ALLOWED ARE SUMMARIZED IN THE TABLE BELOW. CONTRACTOR SHALL ONLYINSTALL CONDUIT LISTED WITHIN UNLESS OTHERWISE SPECIFIED IN SPECIFICATIONS OR ONDRAWINGS. ALL CONDUIT IS TO BE UL LABELED. EMT CONNECTORS SHALL BE STEELCOMPRESSION. SET SCREW CONNECTORS ARE NOT PERMITTED.3. MINIMUM SIZE OF CONDUIT SHALL BE 3/4" AND 1" FOR ALL UNDERGROUND CONDUIT.4. WHEN USING CONDUIT, IT SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH ASEQUIPMENT ROOMS. EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED ON PLAN AND ASAPPROVED BY THE GC'S CONSTRUCTION MANAGER. PAINTING OF CONDUITS, NOTED ONDRAWINGS OR SPECIFICATIONS WILL BE BY THE GC AND APPROVED BY THE ARCHITECT.5. WHERE EXPOSED, CONDUIT SHALL BE RMC OR IMC BELOW 10', AND RMC, IMC, OR EMT ABOVE 10'.PROVIDE RMC IN ALL LOCATIONS WHERE SUBJECT TO PHYSICAL DAMAGE.6. SUPPORT ALL CONDUIT, INCLUDING SEISMIC AND SWAY BRACING, IN ACCORDANCE WITH THEELECTRICAL CODE AND LOCAL CODES.7. ALL CONDUITS MUST BE SIZED PER ELECTRICAL CODE AND LOCAL CODES.8. ALL CONDUITS THAT TRAVERSE EXPANSION JOINTS SHALL HAVE EXPANSION FITTINGS LISTEDFOR THE USE. OZ GEDNEY TYPE TX OR EQUIVALENT. PROVIDE EXTERNAL BONDING JUMPER.9. ALL CONDUIT SHALL HAVE INSULATED THROAT CONNECTOR OR BUSHING IN PLACE PRIOR TOPULLING CONDUCTORS.10. ALL CONNECTIONS TO MOTORS, INSTRUMENTS, MACHINES, AND EQUIPMENT SUBJECT TOMOVEMENT OR VIBRATION SHALL BE MADE USING LIQUID-TIGHT, FLEXIBLE METAL CONDUIT(LFMC), WITH A MAXIMUM LENGTH OF 36".11. PROVIDE WRAPPED RIGID STEEL CONDUIT WHERE ENTERING/EXITING SLABS OR GRADE AND FORELBOWS 1" AND LARGER.12. PROVIDE RIGID STEEL CONDUIT WITHIN 5' OF BUILDING FOUNDATIONS.13. ANY EXPOSED RNC CONDUIT SHALL BE SCHEDULE 80 PVC.14. RNC IS PROHIBITED FROM INDOOR INSTALLATIONS UNLESS OTHERWISE SPECIFIED ON THEDRAWINGS. OUTLET BOXES1. ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD KNOCKOUT TYPE.NO ROUND OUTLET BOXES SHALL BE PERMITTED, EXCEPT AS SPECIFICALLY NOTED ONDRAWINGS. CONCEALED BOXES SHALL NOT BE LESS THAN 4" SQUARE AND 1-1/2" DEEP, WITHPLASTER RINGS.2. USE MULTI-GANG BOXES IN ALL POSSIBLE LOCATIONS.3. ALL KNOCKOUT BOXES, UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, SHALL BEEQUIPPED WITH 3/8" FIXTURE STUDS.4. EXTERIOR BOXES SHALL BE CAST RUST-RESISTING METAL WITH GASKETED COVERS.5. INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THECONDUIT SYSTEM. ALSO PROVIDE SUITABLE BOX EXTENSIONS TO EXTEND BOXES TO FINISHEDFACES OF FLOORS, CEILINGS, WALLS, ETC. ALL OUTLET BOXES SHALL BE PROVIDED WITH CADDY"QUICK-MOUNT BOX SUPPORT" TO MINIMIZE THE DEFLECTION THAT OCCURS WHENPLUGGING/UNPLUGGING INTO THESE DEVICES.6. USE CONCRETE TIGHT, MASONRY RATED BOXES AND FITTINGS WHERE INSTALLED IN CONCRETE,STONE, BRICK, OR CMU.7. EXTERIOR OUTLET BOXES SHALL BE CAST METAL, GASKETED, AND RATED NEMA 3R OR HIGHER.8. ALL LUMINARIE OR FAN OUTLET BOXES SHALL BE RATED FOR 50LBS. FOR GREATER THAN 50LBS,BOXES MUST BE MARKED FOR MAXIMUM ALLOWABLE WEIGHT LIMIT.JUNCTION AND PULL BOXES1. THE PLANS INDICATE ONLY SCHEMATIC ROUTINGS FOR CONDUIT RUNS. CONTRACTOR SHALLFURNISH AND INSTALL ADDITIONAL BOXES WHERE REQUIRED BY FIELD CONDITIONS OR BY CODE.2. BOXES AND COVERS SHALL BE GALVANIZED STEEL OF CODE GAUGE SIZE.3. INSTALL BOXES RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE AND SUPPORTEDINDEPENDENT OF THE CONDUIT SYSTEM.4. ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THEUSE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHOULD BE IN LOCATIONS NEAR ACCESSFRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ONPLANS.5. JUNCTION AND PULL BOXES MUST BE LABELED WITH CIRCUIT NUMBER IDENTIFICATION ANDSYSTEM TYPE ON COVER WITH AN INDELIBLE MARKER.6. PROVIDE BOXES FOR UTILITY SERVICE CONDUIT(S) OR CABLING PER UTILITY PROVIDER'SSPECIFICATIONS.7. NONMETALLIC HANDHOLES MAY BE USED FOR SITE LIGHTING AND CONTROLS CIRCUITS. ALLHANDHOLES SHALL HAVE RATED COVERS FOR THEIR LOCATION.8. USE CONCRETE TIGHT, MASONRY RATED BOXES AND FITTINGS WHERE INSTALLED IN CONCRETE,STONE, BRICK, OR CMU.9. EXTERIOR BOXES SHALL BE CAST METAL, GASKETED, AND RATED NEMA 3R OR HIGHER10. ALL ELECTRICAL EQUIPMENT ENCLOSURES SHALL BE 16 GAUGE SHEET METAL (MIN) ANDPROVIDED WITH MANUFACTURER'S CORROSION RESISTANT PAINT, CONTINUOUS HINGE, ANDLATCHING DOOR (UNLESS OTHERWISE NOTED).26 05 53 - IDENTIFICATIONGENERAL REQUIREMENTS1. PROVIDE APPROPRIATE LABELS AND WARNING SIGNS FOR ALL EQUIPMENT, WIRING DEVICES, CONDUCTORS,CABLES, BOX, AND ENCLOSURES.2. CONDUCTOR TAGGING: TAG CIRCUITS WHICH PASS THROUGH OTHER DEVICES SUCH AS LIGHTINGCONTACTORS.3. PROVIDE A TYPED PANEL DIRECTORY FOR EACH PANEL PROVIDED OR MODIFIED FOR THIS PROJECT.DIRECTORY SHALL IDENTIFY THE CIRCUIT NUMBER, LOADS SERVED, AND LOCATION OF LOADS BY ROOMNUMBER. MOUNT ON INSIDE OF EACH PANEL AND FILE THEM WITH THE OWNER WHEN THE WORK ISCOMPLETED.4. PROVIDE EACH PANEL, TRANSFORMER, VFD, DISCONNECTS, AUTOMATIC TRANSFER SWITCHES, ANDEQUIPMENT ENCLOSURES WITH A MANUFACTURER PREPARED ARC FLASH HAZARD WARNING LABEL.5. ALL ELECTRICAL EQUIPMENT SHALL BE IDENTIFIED BY MEANS OF 3"X1" (MIN) NAMEPLATES PERMANENTLYATTACHED TO THE EQUIPMENT. PLATES SHALL BE METAL, PLASTIC, OR SIMILAR, BLACK WITH 1/4" (MIN)ENGRAVED WHITE LETTERS. SEE SYMBOLS SHEET FOR EXAMPLE.6. JUNCTION AND PULL BOXES SHALL BE LABELED WITH PANEL NAME, CIRCUIT NUMBER AND VOLTAGE.7. ALL UNDERGROUND CONDUIT SHALL HAVE 6" WIDE PLASTIC, DETECTABLE, RED COLORED WARNING TAPE FORENTIRE CONDUIT RUN.8. IN FINISHED AREAS, RECEPTACLES SHALL BE LABELED WITH PANEL NAME AND CIRCUIT NUMBER ON BACKSIDEOF RECEPTACLE COVERS. FOR UNFINISHED AREAS, LABEL TO BE ON THE FRONT SIDE OF RECEPTACLECOVERS. USE WHITE LABELS WITH BLACK TEXT.9. FIRE ALARM, EMERGENCY/CRITICAL POWER, LIFE SAFETY LABELS, INCLUDING RECEPTACLES, SHALL BE COLORCODED WITH ENGRAVED LABELS.26 27 26 -WIRING DEVICESGENERAL REQUIREMENTS1. WIRING DEVICE COLOR SHALL MATCH THE CEILING/WALL FINISH COLOR SELECTED BY ARCHITECT, UNLESSOTHERWISE INDICATED. ALL ISOLATED GROUND (I.G.) TYPE RECEPTACLES SHALL BE ORANGE UNLESSOTHERWISE NOTED.2. RECEPTACLES REQUIRING AMPERAGES, VOLTAGES OR CONFIGURATIONS DIFFERENT FROM THE DUPLEXCONVENIENCE RECEPTACLES BELOW SHALL BE AS INDICATED ON THE DRAWINGS.3. PROVIDE OTHER RECEPTACLES OF A QUALITY, MATERIAL AND WORKMANSHIP EQUAL TO THAT SPECIFIED FORDUPLEX CONVENIENCE RECEPTACLES.4. LOCATE THE SWITCHES APPROXIMATELY 4'-0" ABOVE THE FINISHED FLOOR ELEVATION OR NEAREST BLOCKCOURSE (WITHIN ADA REQUIREMENTS), UON. THE LONG DIMENSION OF SWITCHES SHALL BE VERTICAL.5. LOCATE RECEPTACLES APPROXIMATELY 1"-6" ABOVE THE FINISHED FLOOR ELEVATION OR NEAREST BLOCKCOURSE (WITHIN ADA REQUIREMENTS), UON. THE LONG DIMENSION OF RECEPTACLES SHALL BE VERTICAL.6. PROVIDE TOTALLY ENCLOSED, 20 AMPERE, 120/277 VOLT, QUIET A/C GENERAL USE SNAP SWITCHES.7. SWITCHES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBEL, P&S, OR LEVITON.8. PROVIDE NEMA CONFIGURATION 5-20R DUPLEX 125 VOLT GROUNDING TYPE RECEPTACLES RATED FOR 20AMPERES UNLESS OTHERWISE INDICATED ON THE DRAWINGS.9. RECEPTACLES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBELL, P&S OR LEVITON.10. INSTALL GROUND PIN UP FOR VERTICALLY MOUNTED RECEPTACLES AND LEFT FOR HORIZONTALLY MOUNTEDRECEPTACLES.11. SPECIAL TYPE RECEPTACLES:11.1. TAMPER-RESISTANT RECEPTACLES SHALL BE LISTED AS "TR" WITH INTEGRAL SHUTTER.11.2. USB RECEPTACLES SHALL BE A 5-20R DUPLEX RECEPTACLE WITH ONE TYPE A USB AND ONE TYPE C USEB3.0 OUTLETS RATED FOR AT LEAST 3 AMPS.11.3. GFCI RECEPTACLES SHALL HAVE AN INTEGRAL TEST & RESET WITH LED INDICATOR LIGHT.12. PROVIDE COVER OR DEVICE PLATES FOR OUTLET BOXES AS FOLLOWS UNLESS OTHERWISE NOTED:12.1. FINIHSED AREAS: THERMOPLASTIC-COLOR TO MATCH DEVICE.12.2. UNFINISHED AREAS: ZINC COATED SHEET METAL, ALUMINUM, OR CAST METAL AS APPROPRIATE FOR THETYPE OF BOX.12.3. EXTERIOR AREAS: COPPER FREE ALUMINUM WITH GRAY, POWERED EPOXY FINISH, GASKET,WEATHERPROOF, CROUSE-HINDS WLRD FOR DUPLEX RECEPTACLES AND WLRS FOR SINGLE RECEPTACLEOR EQUAL.12.4. TELEPHONE, COMMUNICATION, AND SIGNAL OUTLET PLATES SHALL MATCH THOSE USED FORRECEPTACLES AND SWITCHES. ALL OUTLET AND/OR JUNCTION BOXES SHALL BE COMPLETE WITH ACOVER PLATE BY THIS CONTRACTOR.12.5. WHERE DEVICES ARE GANGED, THEY SHALL BE INSTALLED UNDER A COMMON COVERPLATE.26 27 26 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS1. SAFETY SWITCHES SHALL BE THE ENCLOSED HEAVY-DUTY TYPE (TYPE HD) WITH QUICK-MAKE. QUICK-BREAKMECHANISM AND EXTERNAL PAD LOCKABLE OPERATING HANDLE.2. SAFETY SWITCHES SHALL BE RATED FOR 240 OR 600 VOLTS AS APPLICABLE. THEY SHALL BE HORSEPOWERRATED WHEN USED IN MOTOR CIRCUITS.3. SAFETY SWITCHES SHALL BE FUSIBLE OR NON-FUSIBLE 2, 3, OR 4 POLE AS INDICATED ON THE DRAWINGS.4. SAFETY SWITCHES SHALL BE SINGLE THROW UNLESS OTHERWISE INDICATED ON THE DRAWINGS.5. ENCLOSURES SHALL BE NEMA 1 INDOORS AND NEMA 3R OUTDOORS UNLESS OTHERWISE INDICATED ON THEDRAWINGS.6. MANUFACTURER SHALL BE SCHNEIDER ELECTRIC, SIEMENS, ABB, OR EATON. ALL 6. SAFETY SWITCHES SHALLBE BY ONE MANUFACTURER.26 29 16 - ENCLOSED CONTROLLERS1. COMPLY WITH NEMA ICS 2 AND NEMA 250.2. PROVIDE MOTOR STARTERS (FUSED OR NON-FUSED COMBINATION TYPE AS INDICATED ON DRAWINGS) ANDCONTROL DEVICES REQUIRED FOR THIS PROJECT. STARTERS SHALL BE PROVIDED WITH CONTROL COILS,OVERLOADS, CONTROL TRANSFORMER WITH FUSED SECONDARY CONTROL CIRCUIT, (2) N.O. AND (2) N.C.AUXILIARY CONTACTS, HAND-OFF-AUTO SELECTOR SWITCH AND RUNNING PILOT LIGHT, UNLESS OTHERWISENOTED. PROVIDE AND INSTALL INTERLOCK WIRING CONTROL DEVICES. ALL FUSES SHALL BE DUAL ELEMENTTYPE. PROVIDE "BLOWN FUSE" INDICATOR LAMPS IN COVER.3. STARTERS SHALL BE SCHNEIDER ELECTRIC, ABB, EATON, OR SIEMENS.4. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT NUMBER OF NORMALLY OPEN AND NORMALLY CLOSEAUXILIARY CONTACTS AND CONTROL VOLTAGE REQUIREMENTS FOR EACH STARTER WITH THE TEMPERATURECONTROL CONTRACTOR PRIOR TO ORDERING STARTERS.5. REFER TO MECHANICAL CONSTRUCTION DOCUMENTS FOR ELECTRICAL CHARACTERISTICS OF EQUIPMENT.STARTERS SHALL BE REQUIRED FOR ALL MOTORS, UNLESS SPECIFICALLY NOTED ON THE MECHANICALCONSTRUCTION DOCUMENTS AS BEING FURNISHED INTEGRAL TO THE EQUIPMENT.6. LIGHTING CONTACTORS SHALL BE ELECTRICALLY OPERATED, MECHANICALLY HELD AND HAVE 20A MINIMUMRATING PER POLE. PROVIDE WITH HOA SWITCH, HINGED METAL ENCLOSURE, SCREW TERMINALS, QTY POLESPLUS ADDITIONAL 25% SPARE CAPACITY. CONTROL VOLTAGE AS NOTED IN THE DRAWINGS.26 22 13 - TRANSFORMERGENERAL TRANSFORMER REQUIREMENTS:1. FACTORY-ASSEMBLED AND -TESTED, AIR-COOLED UNITS FOR 60HZ SERVICE.2. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES LISTED AND LABELED IN ACCORDANCE WITH NFPA 70,BY QUALIFIED ELECTRICAL TESTING LABORATORY RECOGNIZED BY AHJ, AND MARKED FOR INTENDEDLOCATION AND APPLICATION.3. FOR TRANSFORMERS RATED 15KVA AND LARGER, COMPLY WITH 10 CFR 431 (DOE 2016) EFFICIENCY LEVELSAND MARK AS COMPLIANT WITH DOE 2016 EFFICIENCT LEVELS BY QUALIFIED ELECTRICAL TESTINGLABORATORY RECOGNIZED BY AHJ.4. COMPLY WITH NFPA 70, AND LIST AND LABEL AS COMPLYING WITH UL 1561.5. CORES: ELECTRICAL GRADE, NON-AGING SILICON STEEL WITH HIGH PERMEABILITY AND LOW HYSTERESISLOSSES.5.1. ONE LEG PER PHASE5.2. CORE VOLUME MUST ALLOW EFFICIENT TRANSFORMER OPERATION AT 10% ABOVE NOMINAL TAPVOLTAGE.5.3. GROUNDED TO ENCLOSURE.6. COILS: CONTINUOUS WINDINGS EXCEPT FOR TAPS.7. PROVIDE GROUND-BAR KIT OR GROUND BAR INSTALLED ON INSIDE OF TRANSFORMER ENCLOSURE.8. K-FACTOR RATING: TRANSFORMERS INDICATED TO BE K-FACTOR RATED MUST COMPLY WITH UL 1561REQUIREMENTS FOR NONSINUSOIDAL LOAD CURRENT-HANDLING CAPABALITY TO DEGREE DEFINED BYDESIGNATED K-FACTOR.8.1. UNIT MAY NOT OVERHEAR WHEN CARRYING FULL-LOAD CURRENT WITH HARMONIC DISTORTIONCORRESPONDING TO DESIGNATED K-FACTOR, WITHOUT EXCEEDING INDICATED INSULATION CLASS IN 40DEG C MAXIMUM AMBIENT AND 24-HOUR AVERAGE AMBIENT OF 30 DEG C.8.2. INDICATE VALUE OF K-FACTOR ON TRANSFORMER NAMEPLATE.8.3. UNITS MUST COMPLY WITH REQUIREMENTS OF DOE 2016 EFFICIENCY LEVELS WHEN TESTED INACCORDANCE WITH NEMA TP 2 WITH K-FACTOR TO ONE.9. NEUTRAL: RATED 200 PERCENT OF FULL LOAD CURRENT FOR K-FACTOR-RATED TRANSFORMERS.10. ELECTROSTATIC SHIELDING: WINDINGS MUST HAVE INDEPENDENT, SINGLE, FULL-WIDTH COPPERELECTROSTATIC SHIELD ARRANGED TO MINIMIZE INTERWINDING CAPACITANCE.10.1. ARRANCE COIL LEADS AND TERMINAL STRIPS TO MINIMIZE CAPACITIVE COUPLING BETWEEN INPUT ANDOUTPUT TERMINALS.10.2. INCLUDE SPECIAL TERMINAL FOR GROUNDING SHIELD.11. ENCLOSURE MUST BE VENTILATED.11.1. CORE AND COIL MUST BE ENCAPSULATED WITHIN RESIN COMPOUND TO SEAL OUT MOISTURE AND AIR.11.2. KVA RATINGS: BASED ON CONVECTION COOLING ONLY AND NOT RELYING ON AUXILLIARY FANS.11.3. WIRING COMPARTMENT: SIZED FOR CONDUIT ENTRY AND WIRING INSTALLATION.11.4. INDOOR: UL 50E, TYPE 2OUTDOOR: UL 50E, NEMA 3R26 27 26 - WIRING DEVICESGENERAL REQUIREMENTS1. THE CONTRACTOR SHALL FURNISH A COMPLETE SET OF FUSES FOR ALL SWITCHES,PLUS FUSIBLE EQUIPMENT FURNISHED BY OTHER TRADES. UNLESS INDICATEDOTHERWISE ON PLANS, THE FUSES SHALL BE OF THE FOLLOWING TYPES:1.1. FUSES 601 TO 6000 AMPS SHALL BE UL CLASS. TRADE TYPE SHALL BE KRP-C ASMANUFACTURED BY THE BUSSMANN COMPANY OR EQUAL.1.2. FUSES 1110 TO 600 AMPS SHALL BE UL CLASS RK1. TRADE TYPE SHALL BE LOW PEAKLPS-RK (600V) AND LPN-RK (250V) AS MANUFACTURED BY THE BUSSMANN COMPANY OREQUAL.1.3. ALL OTHER FUSES SHALL BE DUAL-ELEMENT CURRENT-LIMITING TYPE WITH 200,000AMPERES SYMMETRICAL INTERRUPTING CAPACITY.2. FUSES SHALL BE MANUFACTURED BY BUSSMANN, GOULD-SHAWMUTT, OR RELIANCE.3. SPARE FUSES AMOUNTING TOA DUPLICATE SET OF EACH SIZE INSTALLED SHALL BETURNED OVER TO THE OWNER UPON COMPLETION OF THE PROJECT. PROVIDE ANDPLACE IN A SPARE FUSE CABINET SIMILAR TO BUSSMANN# SFC.4. THIS CONTRACTOR SHALL REPLACE ALL FUSES BLOWN DURING CONSTRUCTION.5. INSTALL LABELS ORIENTED SUCH THAT MANUFACTURER INFORMATION IS EASILY READWITHOUT REMOVING FUSE26 51 00 - LIGHTING1. VERIFY EXACT TYPE OF ALL CEILINGS BEFORE BIDDING AND FOLLOWING APPROVAL OFCEILING SUBMITTALS.2. PROVIDE FIXTURES WITH PROPER FITTING FLANGES, MOUNTING SUPPORTS, INCLUDINGSLOPED CEILING ADAPTERS, ETC., UL LISTED FOR CONDITIONS OF USE, AT NO INCREASETO CONTRACT AMOUNT.3. PROVIDE HIGH POWER FACTOR ELECTRONIC TYPE BALLASTS FOR LUMINARIES WITHMANUFACTURER'S BEST SOUND RATING FOR THE LAMP CURRENT AND PRIMARYVOLTAGE REQUIRED.4. OUTDOOR BALLASTED FIXTURES: PROVIDE WITH APPROPRIATE BALLASTS ANDAUXILIARIES AS REQUIRED TO ENSURE RELIABLE STARTING AND OPERATION INTEMPERATURES OF AT LEAST -20°F.5. ALL LIGHTING FIXTURES INDEPENDENTLY SUPPORTED FROM STRUCTURE AND NOTSOLELY SUPPORTED BY CEILING. PROVIDE SUPPORT PER 94 UBC.6. SET TRUE, FREE OF LIGHT LEAKS, WARPS, DENTS, OR OTHER IRREGULARITIES.7. ADJUST LENGTH OF STEMS OF SUSPENDED LUMINARIES AS REQUIRED TO HANG ALLLUMINARIES' LEVEL AND IN SAME HORIZONTAL PLANE.8. PROVIDE IN ACCORDANCE WITH LIGHTING FIXTURE SCHEDULE ON DRAWINGS AND ASSHOWN ON LIGHTING PLANS. FIXTURE SCHEDULE CONTAINS SPECIFIC REQUIREMENTSFOR DRIVER TYPE, CRI , ETC.9. LED FIXTURES: LED LAMP LIFE OF 50,000 HOURS MINIMUM BASED ON A 70% LUMENOUTPUT AT 50,000 HOURS. LED FIXTURE PHOTOMETRIC TESTING IN ACCORDANCE WITHIESNA LM-79-2008. LED METHOD OF MEASURING LUMEN DEPRECIATION OF THE LEDLIGHT SOURCE SHALL BE IESNA LM-80-2008.LIGHTING CONTROLS1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ALL PROPER ADJUSTMENTSTO ASSURE OWNER'S SATISFACTION WITH THE LIGHTING CONTROL AND OCCUPANCYSYSTEM. EXTENT OF LIGHTING CONTROL SYSTEM WORK IS INDICATED BY DRAWINGSAND BY THE REQUIREMENTS OF THIS SECTION. IT IS THE INTENT TO PROVIDE ENERGYSAVING LIGHTING CONTROL OCCUPANCY SENSORS FROM A SINGLE SUPPLIERCONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE SENSORS AREAPPROPRIATE FOR THE APPLICATION, PROVIDE ADEQUATE COVERAGE AND AREPROPERLY ADJUSTED. SET ALL SENSORS TO 20 MINUTE DELAY.2. LIGHTING CONTROL SYSTEM IS A DESTRIBUTIVE LIGHTING CONTROL SYSTEM. BASIS OFDESIGN IS nLIGHT. OTHER LIGHTING CONTROL PRODUCTS ARE ACCEPTABLE BASEDUPON APPROVAL OF THE ENGINEER.3. NOT ALL DEVICES ARE SHOWN ON PLANS. CONTRACTOR TO PROVIDE SHOP DRAWINGSOF ALL DEVICES AND WIRING REQUIRED.4. WALL SWITCH SENSORS SHALL BE CAPABLE OF DETECTION OF OCCUPANCY ATDESKTOP LEVEL UP TO 300 SQUARE FEET, AND GROSS MOTION UP TO 1000 SQUAREFEET.5. WALL SWITCH SENSORS SHALL ACCOMMODATE LOADS FROM 0 TO 800 WATTS AT 120VOLTS; 0 TO 1200 WATTS AT 277 VOLTS AND SHALL HAVE 180˚ COVERAGE CAPABILITY.6. WALL SWITCH PRODUCTS SHALL UTILIZE ZERO CROSSING CIRCUITRY WHICH INCREASESRELAY LIFE, PROTECTS FROM THE EFFECTS OF INRUSH CURRENT, AND INCREASESSENSOR'S LONGEVITY.7. ALL SENSORS SHALL HAVE NO LEAKAGE CURRENT TO LOAD, IN MANUAL OR INAUTO/OFF MODE FOR SAFETY PURPOSES AND SHALL HAVE VOLTAGE DROPPROTECTION.8. ALL SENSORS SHALL BE CAPABLE OF OPERATING NORMALLY WITH LED DRIVERS ANDRATED MOTOR LOADS.9. IN THE EVENT OF FAILURE, A BYPASS MANUAL OVERRIDE SHALL BE PROVIDED ON EACHSENSOR. WHEN BYPASS IS UTILIZED, LIGHTING SHALL REMAIN ON CONSTANTLY ORCONTROL SHALL DIVERT TO A WALL SWITCH UNTIL SENSOR IS REPLACED. THISCONTROL SHALL BE RECESSED TO PREVENT TAMPERING.10. ALL SENSORS SHALL PROVIDE AN LED AS A VISUAL MEANS OF INDICATION AT ALL TIMESTO VERIFY THAT MOTION IS BEING DETECTED DURING BOTH TESTING AND NORMALOPERATION.11. CEILING MOUNTED SENSORS SHALL BE ULTRASONIC OR DUAL TECHNOLOGY TYPE ASINDICATED ON THE DRAWINGS. THE DUAL TECHNOLOGY SENSORS SHALL USE ACOMBINATION OF PIR AND ULTRASONIC OR MICROPHONICS DETECTION METHODS.12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND AIM SENSORS IN THECORRECT LOCATION REQUIRED FOR COMPLETE AND PROPER VOLUMETRIC COVERAGEWITHIN THE RANGE OF COVERAGE(S) OF CONTROLLED AREAS PER THEMANUFACTURER'S RECOMMENDATIONS. ROOMS SHALL HAVE NINETY (90) TO ONEHUNDRED (100) PERCENT COVERAGE TO COMPLETELY COVER THE CONTROLLED AREATO ACCOMMODATE ALL OCCUPANCY HABITS OF SINGLE OR MULTIPLE OCCUPANTS ATANY LOCATION WITHIN THE ROOM(S). THE LOCATIONS AND QUANTITIES OF SENSORSSHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS WHICHARE TO BE PROVIDED WITH SENSORS. THE CONTRACTOR SHALL PROVIDE ADDITIONALSENSORS IF REQUIRED TO PROPERLY AND COMPLETELY COVER THE RESPECTIVEROOM.13. PROVIDE ISOLATED LOW VOLTAGE RELAYS OR POWER PACKS AS REQUIRED TO USEMULTIPLE SENSORS IN A SINGLE ZONE AND TO MAINTAIN BI-LEVEL SWITCHING.EMERGENCY LIGHTING UNITS1. DESCRIPTION: SELF-CONTAINED UNITS COMPLYING WITH UL 924.2. BATTERY: SEALED, MAINTENANCE-FREE, NICKEL CADMIUM TYPE.3. CHARGER: FULLY AUTOMATIC, SOLID-STATE TYPE WITH SEALED TRANSFER RELAY.4. OPERATION: RELAY AUTOMATICALLY TURNS LAMP ON WHEN POWER SUPPLY CIRCUITVOLTAGE DROPS TO 80 PERCENT OF NOMINAL VOLTAGE OR BELOW. LAMPAUTOMATICALLY DISCONNECTS FROM BATTERY WHEN VOLTAGE APPROACHESDEEP-DISCHARGE LEVEL. WHEN NORMAL VOLTAGE IS RESTORED, RELAY DISCONNECTSLAMPS FROM BATTERY, AND BATTERY IS AUTOMATICALLY RECHARGED AND FLOATED ONCHARGER.5. TEST PUSH BUTTON: PUSH-TO-TEST TYPE, IN UNIT HOUSING, SIMULATES LOSS OFNORMAL POWER AND DEMONSTRATES UNIT OPERABILITY.6. LED INDICATOR LIGHT: INDICATES NORMAL POWER ON. NORMAL GLOW INDICATESTRICKLE CHARGE; BRIGHT GLOW INDICATES CHARGING AT END OF DISCHARGE CYCLE.E-002ELECTRICALSPECIFICATIONSSHEET NUMBERSHEET TITLEDRAWN BY:CHECKED BY:FIELD VERIFICATION:PROJECT:2041 EAST STREET PMB 475CONCORD CA 94520ARCHITECT:PROJECT CONSULTANT:© THIS DRAWING, AND ALL GRAPHICS AND WRITTENMATERIAL CONTAINED HEREIN, CONSTITUTES THEORIGINAL AND UNPUBLISHED WORK OFGLOBEATELIÊ AND MAY NOT BE COPIED,DISTRIBUTED, OR USED IN WHOLE OR IN PART,WITHOUT EXPRESSED, WRITTEN PERMISSION.STAMP & SEAL:PROJECT# :THE CONTRACTOR SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE PROJECT SITEAND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONALERRORS, OMISSIONS OR DISCREPANCIES BEFOREBEGINNING OR FABRICATING ANY WORKDO NOT SCALE THESE DRAWINGSSTATUS:SOUTHLAKE TOWN SQUARE 1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 7609208-29-2025TEST FITFEASIBILITY SET10-17-202511-20-2025 PRELIMINARY SET03-12-2026PERMIT SETGA24WSI019PERMIT SETwww.coffman.com F-6691ph 737.289.0670901 MoPac Expressway SouthAustin, TX 78746Building 4, Suite 3433/18/2026Kite Realty GroupAPPROVEDBYDATEThis review is only for the general conformance with the design concept of the projectand general compliance with the information provided. Nothing in this review, includingcorrections or comments made on this submittal, shall be construed to relieve Tenantfrom its responsibilities to comply with the requirements of the Lease, plans,specifications, and code. This review only includes the information and thecomponents described herein. Tenant is responsible for information that pertainssolely to the fabrication processes or to the means, methods, techniques, sequences,and procedures of installation; for coordination of its work; and for performing all workin a safe, satisfactory, and code-compliant manner.APPROVED AS NOTEDREJECTEDREVISE AND RESUBMITFOR INFORMATION ONLY4GAvramides3/27/2026 MMMMMMJJLP1:4LP1:24LP1:34LP1:34LP1:34LP1:36LP3:9LP3:9LP3:9LP3:9 LP3:9LP3:9LP3:9LP3:9LP3:9JLP2:13LP2:15LP2:8LP2:10LP3:8 LP3:12 LP3:10 JED-100ELECTRIAL DEMO PLANSHEET NUMBERSHEET TITLEDRAWN BY:CHECKED BY:FIELD VERIFICATION:PROJECT:2041 EAST STREET PMB 475CONCORD CA 94520ARCHITECT:PROJECT CONSULTANT:© THIS DRAWING, AND ALL GRAPHICS AND WRITTENMATERIAL CONTAINED HEREIN, CONSTITUTES THEORIGINAL AND UNPUBLISHED WORK OFGLOBEATELIÊ AND MAY NOT BE COPIED,DISTRIBUTED, OR USED IN WHOLE OR IN PART,WITHOUT EXPRESSED, WRITTEN PERMISSION.STAMP & SEAL:PROJECT# :THE CONTRACTOR SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE PROJECT SITEAND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONALERRORS, OMISSIONS OR DISCREPANCIES BEFOREBEGINNING OR FABRICATING ANY WORKDO NOT SCALE THESE DRAWINGSSTATUS:SOUTHLAKE TOWN SQUARE 1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 7609208-29-2025TEST FITFEASIBILITY SET10-17-202511-20-2025 PRELIMINARY SET03-12-2026PERMIT SETGA24WSI019PERMIT SETwww.coffman.com F-6691ph 737.289.0670901 MoPac Expressway SouthAustin, TX 78746Building 4, Suite 3433/18/20261ELECTRIAL DEMO PLAN1/8" = 1'-0"NGENERAL NOTES:SHEET NOTES:1. REFER TO SHEETS E-001 AND E-002 FOR ELECTRICAL LEGENDS, SYMBOLS,ABBREVIATIONS, NOTES, AND SPECIFICATIONS.2. ALL HALFTONED ELECTRICAL EQUIPMENT IS EXISTING TO REMAIN.3. FIELD VERIFY CONDITIONS OF EXISTING FIXTURES. IF ANY FIXTURES NEEDTO BE REPAIRED AND REPLACED, COORDINATE WITH THE ARCHITECT ANDLANDLORD REPRESENTATIVE PRIOR TO MAKING ANY CHANGES TOEXISTING FIXTURES.4. MAINTAIN CIRCUIT CONTINUITY FOR ALL DEVICES ON CIRCUIT(S) OUTSIDETHE SCOPE OF THIS PROJECT.5. REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION.6. PRIOR TO DEMOLITION, SURVEY EXISTING ROOMS AND DEVICES TODETERMINE SOURCE. IF SHUT DOWN OF SYSTEMS IS REQUIRED TOPERFORM WORK, NOTIFY OWNER 48 HOURS MINIMUM PRIOR FORAPPROVAL.7. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK.GENERAL NOTES:1. EXISTING LIGHTS TO BE RELOCATED. REFER TO SHEET E-130 FOR NEWLOCATIONS AND CIRCUITING.2. EXISITNG LIGHT FIXTURES TO BE REMOVED. REMOVE CONDUIT ANDCONDUCTORS BACK TO NEAREST JUNCTION BOX. MAINTAIN CIRCUITCONTINUITY FOR REMAINING LIGHTS ON CIRCUIT.3. EXISTING LIGHT TO BE REMOVED. MAINTAIN CONNECTIONS AND CONTROLFOR NEW LIGHTS IN SAME LOCATION.4. EXISTING POWER AND DATA FOR POS TO BE REMOVED. REMOVE CONDUITAND CONDUCTOR BACK TO NEAREST OVERHEAD JUNCTION BOX. REFERTO SHEET E-110 FOR NEW RECEPTACLES ON CIRCUITS.5. REMOVE EXISTING SIGNAGE. MAINTAIN EXISTING CIRCUIT AND POWERFOR NEW SIGN IN SAME LOCATION.6. EXISTING EXIT SIGN TO BE REMOVED. REMOVE CONDUIT ANDCONDUCTOR BACK TO NEAREST JUNCTION BOX. MAINTAIN CIRCUITCONTINUITY.7. EXISTING CONSULTATION TABLE TO BE RELOCATED. EXISTING POWERAND DATA TO BE REMOVED OR REUSED. REMOVE UNUSED POWER ANDDATA BACK TO SOURCE. REFER TO SHEET E-110 FOR POWER TO NEWNEARBY FLOOR BOX.8. EXISTING POWER AND DATA FOR POS TO BE REMOVED BACK TOFLOORBOX. MAINTAIN EXISTING POWER AND DATA FOR NEW FIXTURE INSAME LOCATION.Kite Realty GroupAPPROVEDBYDATEThis review is only for the general conformance with the design concept of the projectand general compliance with the information provided. Nothing in this review, includingcorrections or comments made on this submittal, shall be construed to relieve Tenantfrom its responsibilities to comply with the requirements of the Lease, plans,specifications, and code. This review only includes the information and thecomponents described herein. Tenant is responsible for information that pertainssolely to the fabrication processes or to the means, methods, techniques, sequences,and procedures of installation; for coordination of its work; and for performing all workin a safe, satisfactory, and code-compliant manner.APPROVED AS NOTEDREJECTEDREVISE AND RESUBMITFOR INFORMATION ONLY4GAvramides3/27/2026 E-11002JJLP3:10LP1:23LP1:23LP1:27JJLP2:10LP3:8LP2:13LP2:15JJE-110POWER PLANSHEET NUMBERSHEET TITLEDRAWN BY:CHECKED BY:FIELD VERIFICATION:PROJECT:2041 EAST STREET PMB 475CONCORD CA 94520ARCHITECT:PROJECT CONSULTANT:© THIS DRAWING, AND ALL GRAPHICS AND WRITTENMATERIAL CONTAINED HEREIN, CONSTITUTES THEORIGINAL AND UNPUBLISHED WORK OFGLOBEATELIÊ AND MAY NOT BE COPIED,DISTRIBUTED, OR USED IN WHOLE OR IN PART,WITHOUT EXPRESSED, WRITTEN PERMISSION.STAMP & SEAL:PROJECT# :THE CONTRACTOR SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE PROJECT SITEAND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONALERRORS, OMISSIONS OR DISCREPANCIES BEFOREBEGINNING OR FABRICATING ANY WORKDO NOT SCALE THESE DRAWINGSSTATUS:SOUTHLAKE TOWN SQUARE 1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 7609208-29-2025TEST FITFEASIBILITY SET10-17-202511-20-2025 PRELIMINARY SET03-12-2026PERMIT SETGA24WSI019PERMIT SETwww.coffman.com F-6691ph 737.289.0670901 MoPac Expressway SouthAustin, TX 78746Building 4, Suite 3433/18/20261POWER PLAN1/8" = 1'-0"NSHEET NOTES:1. JUNCTION BOX FOR NEW LIT BLADE SIGN. COORDINATE MOUNTINGHEIGHT WITH ARCHITECTURAL PLANS. COORDINATE CONTROL OFSIGNAGE WITH EXISTING SIGN. PROVIDE PHOTOCELL ON NORTH FACINGFACADE FOR CONTROL IF NO CONTROLS EXIST.2. EXISTING JUNCTION BOX TO BE USED FOR NEW CONSULTATIONLOCATION. REUSE EXISTING POWER AND DATA. RELABEL BREAKER.3. NEW FLOOR BOX WITH RECEPTACLE.4. TRENCH TO NEW FLOOR BOX FROM EXISTING FLOOR POWER LOCATION.COORDINATE IN FIELD.5. TRENCH TO NEW FLOOR BOX FROM NEARBY WALL. COORDINATE WITHARCHITECTURAL PLANS.6. RECONNECT POWER FOR NEW SIGN IN SAME AREA AS OLD. COORDINATEWITH ARCHITECTURAL PLANS FOR EXACT LOCATION.GENERAL NOTES:GENERAL NOTES:1. REFER TO SHEETS E-001 AND E-002 FOR ELECTRICAL LEGENDS, SYMBOLS,ABBREVIATIONS, NOTES, AND SPECIFICATIONS.2. VERIFY EXACT LOCATIONS OF VOICE/DATA WITH ARCHITECT AND TENANTPRIOR TO INSTALL.3. ALL PENETRATIONS IN THE DEMISING WALLS, CEILING AND /OR FLOORSSHALL BE PROPERLY FILLED.PLAN VIEWCORD CHASEDDDVIGDDDVIGCORD CHASEJDATA/VOICEISOLATED GNDDUPLEX RECEPTACLEDATA/VOICEISOLATED GNDSECTION ASECTION BJ1 2 3 6 TYP.AB457KEYED NOTES:1234567UNDERSIDE OF TABLEJUNCTION BOX IN SLAB FORCASHWRAP POWER. (TYP)CONDUIT STUB-UPS FOR DATA ANDVOICE CABLING. SEE CONDUITRISER FOR SIZE AND QTY. (TYP)SEE PLANS FORCONSULT STUDIOSERVICE CONDUITREQUIREMENTS. (TYP)ELECTRICAL CONTRACTOR TO PROVIDE I.G. RECEPTACLE WITH ORANGE DEVICE AND COVERPLATEMOUNTED IN MILLWORK. PROVIDE BRANCH CIRCUIT CONCEALED IN MILLWORK FROM OUTLET TOTOE KICK AND TO FLOOR MOUNT JUNCTION BOX BENEATH MILLWORK ACCESS PANEL. PRIOR TOINSTALL, COORDINATE LAYOUT WITH ARCHITECT AND MILLWORK.ELECTRICAL CONTRACTOR TO PROVIDE 2" SQUARE OUTLET BOX WITH SINGLE GANG PLASTER RINGMOUNTED IN MILLWORK FOR DATA OUTLET LOCATION. PROVIDE 3/4" FLEX WITH PULL STRING FROMOUTLET BOX AND STUBBED TO TOE KICK. RUN CONDUIT NEATLY ATTACHED TO BACK PANEL OFMILLWORK. COORDINATE WITH MILLWORK CONTRACTOR TO CORE THROUGH BOTTOM PANEL TOTOE KICK FOR CONDUIT STUB-OUT. PROVIDE INSULATED BUSHING AT END OF CONDUIT. PRIOR TOINSTALL, COORDINATE LAYOUT WITH ARCHITECT AND MILLWORK.ELECTRICAL CONTRACTOR TO PROVIDE 2" SQUARE OUTLET BOX WITH SINGLE GANG PLASTER RINGMOUNTED IN MILLWORK FOR VOICE OUTLET LOCATION. PROVIDE 3/4" FLEX WITH PULL STRING FROMOUTLET BOX AND STUBBED TO TOE KICK. RUN CONDUIT NEATLY ATTACHED TO BACK PANEL OFMILLWORK. COORDINATE WITH MILLWORK CONTRACTOR TO CORE THROUGH BOTTOM PANEL TOTOE KICK FOR CONDUIT STUB-OUT. PROVIDE INSULATED BUSHING AT END OF CONDUIT. PRIOR TOINSTALL, COORDINATE LAYOUT WITH ARCHITECT AND MILLWORK.PROVIDE FLOOR MOUNTED JUNCTION BOX FOR POWER TO CASH REGISTERS. ELECTRICALCONTRACTOR SHALL LOCATE JUNCTION BOXES CONCEALED IN CASHWRAP TOE KICK BENEATH THEMILLWORK ACCESS PANEL-COORDINATE WITH MILLWORK CONTRACTOR FOR EXACT LOCATION.PROVIDE CONDUIT STUB-IN TO CASHWRAP TOE KICK FOR DATA, VOICE, AND LOW VOLTAGESERVICES TO WRAP-REFER TO FLOOR PLAN FOR QTY, SIZE, AND ROUTING. ELECTRICALCONTRACTOR SHALL LOCATE CONDUIT STUB-OUTS CONCEALED IN CASHWRAP TOE KICK BENEATHTHE MILLWORK ACCESS PANEL-COORDINATE WITH MILLWORK CONTRACTOR FOR EXACT LOCATION.FOR EACH CONDUIT STUB-OUT PROVIDE AN INSULATED BUSHING ON END. FOR STUB-UPS FROMFLOOR, CONDUIT END SHALL BE NO MORE THAN 1" A.F.F. ELECTRICAL CONTRACTOR SHALLPROVIDE HEAVY GAUGE PULL STRING IN DATA/VOICE CONDUITS TO CASHWRAP.ELECTRICAL CONTRACTOR TO PROVIDE RECEPTACLE MOUNTED IN MILLWORK. PROVIDE BRANCHCIRCUIT CONCEALED IN MILLWORK FROM OUTLET TO TOE KICK AND TO FLOOR MOUNT JUNCTIONBOX BENEATH MILLWORK ACCESS PANEL. PRIOR TO INSTALL, COORDINATE LAYOUT WITHARCHITECT AND MILLWORK.FOR SLAB-ON-GRADE CONDITIONS, TRENCH FLOOR AND INSTALL CONDUIT IN EXISTING SLAB. PVCMAY BE USED FOR HORIZONTAL RUNS BELOW SLAB IF LANDLORD AND JURISDICTION APPROVED,BUT METALLIC CONDUIT AND ELBOWS FOR VERTICAL STUB-UPS AND RUNS (TYP). FOR ELEVATEDSLAB CONDITIONS, ELECTRICAL CONTRACTOR SHALL CORE THROUGH EXISTING FLOORSTRUCTURE FOR INSTALLATION OF CONDUIT TO BENEATH CASHWRAP. PROVIDE FIRE PROOFINGAS REQUIRED TO MAINTAIN FIRE RATING ON FLOOR. PRIOR TO CORING, OBTAIN APPROVAL FROMLANDLORD AND COORDINATE EXACT LOCATION WITH ARCHITECT (TYP). RUN CONDUIT ATUNDERSIDE OF FLOOR STRUCTURE WITHIN PREMISES BELOW. DO NOT INSTALL ANY JUNCTIONBOXES WITHIN SPACE BELOW AND COORDINATE WITH LANDLORD FOR ACCESS TO PREMISES. SEEPLANS FOR ROUTING AND CONDUIT REQUIREMENTS (TYP).02CONSULTAION TABLE DETAILSCALE: NTSLP2:13LP2:15LP2:15LP2:15LP2:13Kite Realty GroupAPPROVEDBYDATEThis review is only for the general conformance with the design concept of the projectand general compliance with the information provided. Nothing in this review, includingcorrections or comments made on this submittal, shall be construed to relieve Tenantfrom its responsibilities to comply with the requirements of the Lease, plans,specifications, and code. This review only includes the information and thecomponents described herein. Tenant is responsible for information that pertainssolely to the fabrication processes or to the means, methods, techniques, sequences,and procedures of installation; for coordination of its work; and for performing all workin a safe, satisfactory, and code-compliant manner.APPROVED AS NOTEDREJECTEDREVISE AND RESUBMITFOR INFORMATION ONLY4GAvramides3/27/2026 MMMMMMJJFIXTURETYPE PDFIXTURETYPE PBFIXTURETYPE FSLP3:9LP3:9LP3:9LP3:9LP3:9 LP3:9LP3:9LP1:34LP1:24LP1:24LP1:16LP1:4LP1:11LP1:16LP1:29LP1:29LP3:3LP1:11LP1:11FIXTURETYPE EA1FIXTURETYPE EA1E-130LIGHTING PLANSHEET NUMBERSHEET TITLEDRAWN BY:CHECKED BY:FIELD VERIFICATION:PROJECT:2041 EAST STREET PMB 475CONCORD CA 94520ARCHITECT:PROJECT CONSULTANT:© THIS DRAWING, AND ALL GRAPHICS AND WRITTENMATERIAL CONTAINED HEREIN, CONSTITUTES THEORIGINAL AND UNPUBLISHED WORK OFGLOBEATELIÊ AND MAY NOT BE COPIED,DISTRIBUTED, OR USED IN WHOLE OR IN PART,WITHOUT EXPRESSED, WRITTEN PERMISSION.STAMP & SEAL:PROJECT# :THE CONTRACTOR SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE PROJECT SITEAND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONALERRORS, OMISSIONS OR DISCREPANCIES BEFOREBEGINNING OR FABRICATING ANY WORKDO NOT SCALE THESE DRAWINGSSTATUS:SOUTHLAKE TOWN SQUARE 1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 7609208-29-2025TEST FITFEASIBILITY SET10-17-202511-20-2025 PRELIMINARY SET03-12-2026PERMIT SETGA24WSI019PERMIT SETwww.coffman.com F-6691ph 737.289.0670901 MoPac Expressway SouthAustin, TX 78746Building 4, Suite 3433/18/20261LIGHTING PLAN1/8" = 1'-0"SHEET NOTES:1. NEW LOCATION OF RELOCATED TRACK. CONNECT TO CIRCUIT AS SHOWN.VERIFY EXISTING TRACK HEADS COUNT AND LOAD PER CIRCUIT.COORDINATE WITH D.O.R. FOR ANY ISSUES WITH CIRCUIT LOAD.2. NEW PENDANT LIGHTS TO BE INSTALLED. CONNECT TO EXISTING CIRCUITAS SHOWN.3. CONNECT TO NEARBY, UNSWITCHED CIRCUIT. COORDINATE IN FIELD.4. NEW POWER FOR FESTOON LIGHTING. COORDINATE EXACT MOUNTNGLOCATIONS WITH ARCHITECTURAL PLANS AND REQUIREMENTS IN FIELD.5. NEW LOCATION OF RELOCATED TRACK. MAINTAIN EXISTING CIRCUIT ASSHOWN. EXTEND CONDUIT AND CONDUCTOR AS NEEDED.NGENERAL NOTES:1. REFER TO SHEETS E-001 AND E-002 FOR ELECTRICAL LEGENDS, SYMBOLS,ABBREVIATIONS, NOTES, AND SPECIFICATIONS.2. CONNECT EXIT SIGNS, EMERGENCY AND NIGHT LIGHTS TO ANUNSWITCHED LIGHTING CIRCUIT, NOT CONTROLLED BY ANY OCCUPANCYSENSORS, SWITCHES, OR CONTACTORS.3. EVERYTHING ABOVE BUSSTRUT TRACK LIGHTING SHALL BE PAINTED, BUTNOT LIMITED TO: CABLES, WIRES,UNISTRUT, DUCTS, AND RODS. DO NOTPAINT RODS ON PENDANT LIGHTS.4. ALL BATTERY PACKS FOR EXIT AND EMERGENCY LIGHTS WILL BE REMOTEOR RECESSED.5. ABANDONED AND/OR UNUSED COMPONENTS CREATED OR EXPOSEDDURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO HVAC,CABLES,PIPING, WIRING AND ASSOCIATED SUPPORTS AND/OR ATTACHMENTSSHALL BE REMOVED.6. SHOP DRAWINGS FOR THREADED ROD SHALL BE SUBMITTED FOR REVIEWAND APPROVAL PRIOR TO INSTALL.GENERAL NOTES:LUMINAIRE SCHEDULEFIXTURE SYMBOLTYPEDESCRIPTIONMANUFACTURERCATALOG NO.LAMPVOLTAGE WATTAGENOTESPENDANTPOTTERY BARNMETAL BELL 13" DIAMETERBRONZE LARGE(1)60W12060WPBGENERAL NOTES:1. SEE ARCHITECTURAL PLANS FOR CEILING TYPES, HEIGHTS AND MOUNTING (ESPECIALLY TRACK LIGHTING)2. SEE ARCHITECTURAL PLANS FOR INFORMATION ON "POTTERY BARN" TYPE FIXTURES3. FIXTURE FINISHES TO BE DETERMINED BY ARCHITECTLARGE PENDANTPOTTERY BARNFLYNN RECYCLED GLASS17" DIAMETERBRONZE LARGE(1)60W12060WPDLED STRING LIGHTSPOTTERY BARNOUTDOOR LED STRINGLIGHTS3W LED1201.5W / FTFSCOORDINATE WITH ARCHITECT PLANS FOR EXACTLENGTH REQUIREMENTS AND CONNECTION POINTS.EA1EXIT SIGNELITEREXA-MF-R-EM-P5W LED1205WTHIS PROJECT IS EXEMPT FROM COMCHECK PER 2020 NEC C503.5.THE LIGHTING ALTERATION IS REPLACING LESS THAN 10 PERCENT OF THE LUMINAIRESAND DOES NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER.Kite Realty GroupAPPROVEDBYDATEThis review is only for the general conformance with the design concept of the projectand general compliance with the information provided. Nothing in this review, includingcorrections or comments made on this submittal, shall be construed to relieve Tenantfrom its responsibilities to comply with the requirements of the Lease, plans,specifications, and code. This review only includes the information and thecomponents described herein. Tenant is responsible for information that pertainssolely to the fabrication processes or to the means, methods, techniques, sequences,and procedures of installation; for coordination of its work; and for performing all workin a safe, satisfactory, and code-compliant manner.APPROVED AS NOTEDREJECTEDREVISE AND RESUBMITFOR INFORMATION ONLY4GAvramides3/27/2026 E-601SCHEDULESSHEET NUMBERSHEET TITLEDRAWN BY:CHECKED BY:FIELD VERIFICATION:PROJECT:2041 EAST STREET PMB 475CONCORD CA 94520ARCHITECT:PROJECT CONSULTANT:© THIS DRAWING, AND ALL GRAPHICS AND WRITTENMATERIAL CONTAINED HEREIN, CONSTITUTES THEORIGINAL AND UNPUBLISHED WORK OFGLOBEATELIÊ AND MAY NOT BE COPIED,DISTRIBUTED, OR USED IN WHOLE OR IN PART,WITHOUT EXPRESSED, WRITTEN PERMISSION.STAMP & SEAL:PROJECT# :THE CONTRACTOR SHALL VERIFY ALL FIGUREDDIMENSIONS AND CONDITIONS AT THE PROJECT SITEAND NOTIFY GLOBEATELIÊ OF ANY DIMENSIONALERRORS, OMISSIONS OR DISCREPANCIES BEFOREBEGINNING OR FABRICATING ANY WORKDO NOT SCALE THESE DRAWINGSSTATUS:SOUTHLAKE TOWN SQUARE 1440 CIVIC PLACE, BUILDING 3-C, SOUTHLAKE, TX 7609208-29-2025TEST FITFEASIBILITY SET10-17-202511-20-2025 PRELIMINARY SET03-12-2026PERMIT SETGA24WSI019PERMIT SETwww.coffman.com F-6691ph 737.289.0670901 MoPac Expressway SouthAustin, TX 78746Building 4, Suite 3433/18/2026PROJECT:POTTERY BARN SOUTHLAKEEXISTING PANEL: LP3Location:Feed-Thru to:Date: 3/17/2026CktDescriptionPhaseAmpPoles NotesLoadChangeSpecifications1EXISTINGA 20 1Voltage (L-L):2083EXISTINGB 20 1Phase/Wire:3PH / 4W5EXISTINGC201Bus Current Rating (Amps):1007EXISTINGA 20 1Bus Material:Cu/Al9PENDANTS & DOWN LTSB 20 1-0.12Short Circuit Current Rating (Amps)22kA11EXISTINGC 20 1Main Type:BRKR13EXISTINGA 20 1Main Rating:10015EXISTINGB 201Neutral Type:FULL17SPAREC 20 1Mounting/Encl.:SURFACE NEMA119SPAREA 20 1NEC Sections Used in Demand Calculations21SPAREB201Factor #NEC ReferenceNotes23SPAREC 20 11 TBL 220.44Receptacles ND1st 10k @100%,Remainder @50%25SPAREA 20 127SPAREB2012 TBL 220.42ApartmentsGeneral Lighting1st 20k@50%,20-100k @40%,>100k @30%29SPACEC31SPACEA33SPACEB3 430.24MotorsLargest @125%Remainder @100%35SPACEC37SPACEA4210.19(A)1 Cont Loads125%39SPACEB5Non-Cont Loads100%41SPACEC6220.51 Heating100%Feeder Load BreakdownConn(KVA)Dmd Fact2EXISTINGA201Non-Dwelling Receptacles-0.181.004EXISTINGB 20 1Dwelling General Illumination0.000.006REC ALARMC 20 1Non-Continuous Lighting0.001.008 REC FLOOR BOXA 20 12Continuous Lighting-0.121.2510 REC FLOOR BOXB 20 12Exterior Lighting0.001.2512SPAREC 2012-0.18Kitchen Appliances0.001.0014SPAREA 20 1Motors0.001.0016SPAREB 20 1Largest Motor (per phase)0.000.2518SPAREC201Fixed Heating0.001.0020SPAREA 20 1Fixed Cooling0.001.0022SPAREB 20 1Non-Diversity Loads0.001.0024SPAREC201Other0.001.0026SPAREA 20 128SPAREB 20 130SPACECConnected Feeder Load Summary32SPACEALOAD FROM ASBUILTS DATED 06/27/17: 15.58834SPACEBREMOVED LOAD: 0.6736SPACECADDED LOAD:0.3638SPACEA40SPACEBNEW PANEL LOAD (KVA):15.2842SPACECNEW PANEL LOAD AMPACITY (A):42.41Notes:1. VERIFY EXISTING BREAKER LOADS PRIOR TO WORK. RED-LINE PLANS AND SEND UPDATED CIRCUITING TO ENGINEER OF RECORD AS NEEDED.2. UPDATE PANEL SCHEDULE LABELPROJECT:POTTERY BARN SOUTHLAKEEXISTING PANEL: LP2Location:Feed-Thru to:Date: 3/17/2026CktDescriptionPhaseAmpPoles NotesLoadChangeSpecifications1EXISTINGA 20 1Voltage (L-L):2083EXISTINGB 20 1Phase/Wire:3PH / 4W5EXISTINGC201Bus Current Rating (Amps):2257EXISTINGA 20 1Bus Material:Cu/Al9EXISTINGB 20 1Short Circuit Current Rating (Amps)EXISTING11EXISTINGC201Main Type:BRKR13 REC CONSULTATION TABLEA 20 12Main Rating:20015 REC CONSULTATION TABLEB 20 12Neutral Type:FULL17EXISTINGC201Mounting/Encl.:SURFACE NEMA119EXISTINGA 20 1NEC Sections Used in Demand Calculations21EXISTINGB 20 1Factor #NEC ReferenceNotes23EXISTINGC2011 TBL 220.44Receptacles ND1st 10k @100%,Remainder @50%25EXISTINGA 20 127EXISTINGB 20 12 TBL 220.42ApartmentsGeneral Lighting1st 20k@50%,20-100k @40%,>100k @30%29EXISTINGC 20 131EXISTINGA 20 133EXISTINGB 2013 430.24MotorsLargest @125%Remainder @100%35EXISTINGC 20 137EXISTINGA 20 14210.19(A)1 Cont Loads125%39EXISTINGB2015Non-Cont Loads100%41FIRE ALARMC 20 16220.51 Heating100%Feeder Load BreakdownConn(KVA)Dmd Fact2WEB DESIGN STUDIO COMPSA201Non-Dwelling Receptacles-0.541.004EXISTINGB 20 1Dwelling General Illumination0.000.006EXISTINGC 20 1Non-Continuous Lighting0.001.008SPAREA2012-0.36Continuous Lighting0.001.2510REC FLOOR BOXB 20 1-0.18Exterior Lighting0.001.2512EXISTINGC 20 1Kitchen Appliances0.001.0014EXISTINGA201Motors0.001.0016EXISTINGB 20 1Largest Motor (per phase)0.000.2518EXISTINGC 20 1Fixed Heating0.001.0020EXISTINGA201Fixed Cooling0.001.0022EXISTINGB 20 1Non-Diversity Loads0.001.0024EXISTINGC 20 1Other0.001.0026EXISTINGA 20 128EXISTINGB 20 130EXISTINGC 201Connected Feeder Load Summary32EXISTINGA 20 1LOAD FROM ASBUILTS DATED 06/27/17: 23.9934EXISTINGB 20 1REMOVED LOAD: 0.5436EXISTINGC201ADDED LOAD:38EXISTINGA25 240BNEW PANEL LOAD (KVA):23.4542SPACECNEW PANEL LOAD AMPACITY (A):65.09Notes:1. VERIFY EXISTING BREAKER LOADS PRIOR TO WORK. RED-LINE PLANS AND SEND UPDATED CIRCUITING TO ENGINEER OF RECORD AS NEEDED.2. UPDATE PANEL SCHEDULE LABELPROJECT:POTTERY BARN SOUTHLAKEEXISTING PANEL: LP1Location:Feed-Thru to:Date: 3/17/2026CktDescriptionPhaseAmpPoles NotesLoadChangeSpecifications1PANEL LP3A100 3Voltage (L-L):2083BPhase/Wire:3PH / 4W5CBus Current Rating (Amps):2007SALES TRK LTSA 20 1Bus Material:Cu/Al9SALES TRK LTSB 20 1Short Circuit Current Rating (Amps)22kA11SALES TRK LTSC2010.30Main Type:BRKR13SALES TRK LTSA 20 1Main Rating:40015SALES TRK LTSB 20 1Neutral Type:FULL17SALES TRK LTSC201Mounting/Encl.:SURFACE NEMA119SALES TRK LTSA 20 1NEC Sections Used in Demand Calculations21SALES TRK LTSB 20 1Factor #NEC ReferenceNotes23BLADE SIGNC20121.201 TBL 220.44Receptacles ND1st 10k @100%,Remainder @50%25SIGNA 20 127 REC ENTRYB 20 12 0.182 TBL 220.42ApartmentsGeneral Lighting1st 20k@50%,20-100k @40%,>100k @30%29 EXTERIOR FESTOON LTGC 20 12 0.1131SPAREA 20 133SALES TRK LTSB 2013 430.24MotorsLargest @125%Remainder @100%35SALES TRK LTSC 20 137SPAREA 20 14210.19(A)1 Cont Loads125%39SPAREB2015Non-Cont Loads100%41UNUSABLE SPACEC6220.51 Heating100%Feeder Load BreakdownConn(KVA)Dmd FactNon-Dwelling Receptacles0.181.00Dwelling General Illumination0.000.00Non-Continuous Lighting0.001.00Continuous Lighting1.161.25Exterior Lighting0.001.25Kitchen Appliances0.001.002SHOW RM WINDOW LTSA201Motors0.001.004SHOW RM WINDOW LTSB 20 1Largest Motor (per phase)0.000.256SHOW RM WINDOW LTSC 20 1Fixed Heating0.001.008SALES TRK LTSA201Fixed Cooling0.001.0010SALES TRK LTSB 20 1Non-Diversity Loads0.001.0012SALES TRK LTSC 20 1Other0.001.0014SALES TRK LTSA 20 116SALES TRK LTSB 20 10.4518SALES TRK LTSC 201Connected Feeder Load Summary20SALES TRK LTSA 20 1LOAD FROM ASBUILTS DATED 06/27/17: 91.40422SALES TRK LTSB 20 1REMOVED LOAD: 0.1524SALES TRK LTSC201ADDED LOAD:1.4926SALES TRK LTSA 20 128SALES TRK LTSB 20 1NEW PANEL LOAD (KVA):92.730SALES TRK LTSC201NEW PANEL LOAD AMPACITY (A):257.4332SALES TRK LTSA 20 1Notes:1. VERIFY EXISTING BREAKER LOADS PRIOR TO WORK. RED-LINEPLANS AND SEND UPDATED CIRCUITING TO ENGINEER OF RECORDAS NEEDED.34SALES TRK LTSB 20 1-0.7536SALES TRK LTSC201-0.1538SALESA 20 12. UPDATE PANEL SCHEDULE LABEL40UNUSABLE SPACEB42UNUSABLE SPACECSUBFEEDPANEL LP2A125 3BCPROJECT:POTTERY BARN SOUTHLAKEPANEL: HPLocation:Feed-Thru to:Date: 3/17/2026CktDescriptionPhaseAmpPoles NotesLoadChangeSpecifications1EXISTINGA60 3Voltage (L-L):4803BPhase/Wire:3PH / 4W5CBus Current Rating (Amps):6007EXISTINGA60 3Bus Material:Cu/Al9BShort Circuit Current Rating (Amps)42000kA11CMain Type:MCB13EXISTINGA50 3Main Rating:50015BNeutral Type:FULL17CMounting/Encl.:SURFACE NEMA119EXISTINGA40 3NEC Sections Used in Demand Calculations21BFactor #NEC ReferenceNotes23C1 TBL 220.44Receptacles ND1st 10k @100%,Remainder @50%25EXISTINGA40 327B2 TBL 220.42ApartmentsGeneral Lighting1st 20k@50%,20-100k @40%,>100k @30%29C31SPACEA33SPACEB3 430.24MotorsLargest @125%Remainder @100%35SPACEC37112.5kVA TRANSFORMERA175 34210.19(A)1 Cont Loads125%39B5Non-Cont Loads100%41C6220.51 Heating100%Feeder Load BreakdownConn(KVA)Dmd Fact2EXISTINGA60 3Non-Dwelling Receptacles0.000.004BDwelling General Illumination0.000.006CNon-Continuous Lighting0.001.008EXISTINGA50 3Continuous Lighting0.001.2510BExterior Lighting0.001.2512CKitchen Appliances0.001.0014EXISTINGA50 3Motors0.001.0016BLargest Motor (per phase)0.000.2518CFixed Heating0.001.0020EXISTINGA40 3Fixed Cooling0.001.0022BNon-Diversity Loads0.001.0024COther0.001.0026EXISTINGA50 328B30CConnected Feeder Load Summary32SPACEALOAD FROM ASBUILTS DATED 06/27/17: 323.90434SPACEBREMOVED LOAD: 1.3636SPACECADDED LOAD:1.8538SPACEA40SPACEBNEW PANEL LOAD (KVA):324.442SPACECNEW PANEL LOAD AMPACITY (A):390.19Notes:PANEL SHOWN FOR CHANGES IN LOAD ONLYKite Realty GroupAPPROVEDBYDATEThis review is only for the general conformance with the design concept of the projectand general compliance with the information provided. Nothing in this review, includingcorrections or comments made on this submittal, shall be construed to relieve Tenantfrom its responsibilities to comply with the requirements of the Lease, plans,specifications, and code. This review only includes the information and thecomponents described herein. Tenant is responsible for information that pertainssolely to the fabrication processes or to the means, methods, techniques, sequences,and procedures of installation; for coordination of its work; and for performing all workin a safe, satisfactory, and code-compliant manner.APPROVED AS NOTEDREJECTEDREVISE AND RESUBMITFOR INFORMATION ONLY4GAvramides3/27/2026