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Home My WebLink About2130 E 17th St - PlanPROVIDE SITE LOCATION MAP FROM GOOGLE MAPS OR REAL ESTATE PRESENTATION (REMOVE ANY INFORMATION TO OTHER TENANTS AND PROJECTED SALES FIGURES) SHEET NUMBER RE V I S I O N S NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 OFFICE 100 2 2 2 2 2 4 A100 3 A100 1 #1540 HIBBETT SPORTING GOODS, INC 2700 MILAN COURT BIRMINGHAM, AL 35211 CONTACT HIBBETT CONSTRUCTION DEPT. @ (205) 942-4292; FAX: (205) 912-7310 LANDLORD NAME ATTN: PHONE: OWNERMALL MANAGERPLAN REVIEW LANDLORD PROJECT INFORMATION STORE#: 1540 - FS2 - NSD C DRAWN BY: LCP ISSUE DATE: JULY 26, 2022 HIBBETT CONSTRUCTION DEPARTMENT LANDLORD HIBBETT HIBBETT GC ITEM:REMARK FU R N I S H FU R N I S H FU R N I S H IN S T A L L IN S T A L L IN S T A L L 1 2 3 4 5 6 7 8 01 GENERAL REQUIREMENTS DEMOLITION 02 EXISTING CONDITIONS REMOVAL OF PREVIOUS TENANT'S SIGNAGE REPAIR AND REPAINT STOREFRONT TRASH REMOVAL (LANDLORD'S WORK) 1 2 3 4 5 6 7 8 9 10 FINAL CLEANUP (LANDLORD'S WORK) STOREFRONT CLEANING INSIDE STOREFRONT CLEANING OUTSIDE CONDUIT & CONNECTION FROM UTILITY METER TO TENANT SPACE TELEPHONE CONDUIT FROM DEMARK INTO DEMISED SPACE BRING PHONE SERVICE FROM DEMARK INTO DEMISED SPACE CONCRETE SLAB 03 CONCRETE DAMAGE FROM REMOVAL OF SIGN REPAIR EXISTING DAMAGED SLAB CONCRETE SEALER CUT SLAB FOR CASH & WRAP/FLOOR RECEPT 1 2 3 4 5 CUT SLAB FOR ELECTRICAL AT SENSORMATIC STOCK AREA & CORRIDOR DEMISING WALL STUDS 05 METALS STOCK ROOM WALL STUDS FITTING ROOM WALL STUDS TOILET ROOM WALL STUDS 1 2 3 4 5 COLUMN WRAP STUDS 6 7 8 FURRING/DISPLAY WALL STUDS METAL ACCESS PANEL FOR EXTERIOR SIGN(S) CORRIDOR WALL STUDS (ALL STUDS TO BE METAL) FURRING STRIPS 06 WOOD, PLASTICS, & COMPOSITES VERTICAL FURRING STRIPS INTERIOR TRIM PLYWOOD BACKING FOR EXTERIOR SIGN(S) 1 2 3 4 5 7 SECURITY PLYWOOD WALL COVERING FITTING ROOM BENCH 6 SCREWS FOR UPRIGHTS INSIDE OF EXTERIOR STOCK ROOM WALLS STOCK AREA SHELVES & SALES AREA UPRIGHTS 6.25" R19 BATT INSULATION ABOVE CEILING 07 THERMAL & MOISTURE PROTECTION FIREPROOFING OF ALL RATED PARTITIONS 1 2 PER LOCAL CODE REQUIREMENT 1 STOREFRONT GLASS 2 STOREFRONT ENTRANCE DOOR(S) 3 REAR EXIT DOOR 4 TOILET ROOM DOOR 5 TOILET ROOM DOOR JAMB 6 STOCK ROOM DOOR 7 STOCK ROOM DOOR JAMB 8 FITTING ROOM DOOR 9 FITTING ROOM DOOR JAMB 10 CORRIDOR DOOR(S) 11 CORRIDOR DOOR JAMB(S) 12 SECURITY GATE 13 DOOR HARDWARE 14 CYLINDERS & REMOVABLE CORES 08 OPENINGS 15 ENTRANCE DOOR SECURITY BARS 16 REMOVABLE MULLION 17 TRIDENT EXIT ALARM 18 BURGLAR BAR 19 HURRICANE PROTECTION FILM (REFER TO DOOR SCHEDULE) N/A SEE SHEET A1.1 09 FINISHES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 CEILING GRID CEILING TILE (2) FULL BUNDLES OF CEILING TILES GYPSUM BOARD CEILING DEMISING WALL GYPSUM BOARD STOCK ROOM WALL GYPSUM BOARD FITTING ROOM WALL GYPSUM BOARD TOILET ROOM WALL GYPSUM BOARD CORRIDOR WALL GYPSUM BOARD COLUMN GYPSUM BOARD FURRING/DISPLAY WALL GYPSUM BOARD SOLID WALL PANELING CARPET TILES CARPET TILE TACTILES REDUCER STRIP FOR CARPET TO SLAB VINYL PLANK FLOORING VINYL PLANK FLOORING ADHESIVE WALK-OFF MAT WALK-OFF MAT ADHESIVE TOILET ROOM VINYL COMPOSITION TILE (VCT) TOILET ROOM VCT ADHESIVE COVE BASE IN FITTING ROOM COVE BASE ADHESIVE IN FITTING ROOM FRP & COVE BASE IN TOILET ROOM FRP & COVE BASE ADHESIVE IN TOILET RM COVE BASE IN CORRIDOR LANDLORD HIBBETT HIBBETT GC ITEM: REMARK FU R N I S H FU R N I S H FU R N I S H IN S T A L L IN S T A L L IN S T A L L 29 COVE BASE ADHESIVE IN CORRIDOR 30 PAINTING (GENERAL)31 PAINTING (TOILET ROOM)32 PAINTING (CORRIDOR) 09 FINISHES (CONTINUED) TOILET ROOM & FITTING ROOM 10 SPECIALTIES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 TOILET ROOM GRAB BARS TOILET ROOM MIRRORS SINGLE ROLL PAPER TOWEL HOLDER SINGLE ROLL TISSUE HOLDER TOILET ROOM AND EXIT SIGNAGE FITTING ROOM MIRRORS FITTING ROOM HOOKS WALL/FLOOR DOOR STOP(S) CLEAR SILICONE CAULK TOILET ROOM MIRROR SEAL/CLOSE OFF STOREFRONT DOOR(S) FIRE EXTINGUISHERS (3 MINIMUM OR PER CODE) SERVICE/TAG FIRE EXTINGUISHERS SHELF STANDARDS STOCKROOM SHELVING SIGNS (ILLUMINATED) VINYL LETTERS ON BACK DOOR VINYL ADDRESS NUMBERS AT FRONT ENTRY VINYL WINDOW GRAPHICS CLEAR SILICONE CAULK FITTING ROOM MIRROR CLEAR SILICONE CAULK FITTING ROOM BENCH CLEAR SILICONE CAULK TOILET ROOM COVE BASE CLEAR SILICONE CAULK FITTING ROOM COVE BASE SEAL/CLOSE OFF REAR EXIT DOOR(S) 26 SIGN HOLDER TRACK SEE ACC. SCHED. ON SHEET A2.2 SEE ACC. SCHED. ON SHEET A2.2 SEE SHEET LS1.0 SEE ACC. SCHED. ON SHEET A2.2 EXTERIOR GLASS AT FURRING WALL N/A N/A 11 EQUIPMENT 1 2 3 4 5 6 7 CASH & WRAP COUNTER (PREFAB) 2X4 PLEXI CEILING PANELS 2X2 PLEXI CEILING BUBBLES TELEPHONE BACKBOARD TELEPHONE JUNCTION BLOCKS TELEPHONE JACKS ENERGY MANAGEMENT SYSTEM (EMS) 15 MECHANICAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 HVAC ROOF CUTS HVAC UNIT SERVICE DUCT WORK, DIFFUSERS, & GRILLES CEILING MOUNTED UNIT HEATER TOILET(S) LAVATORIE(S) INSTANTANEOUS WATER HEATER(S) MOP/UTILITY SINK FLOOR DRAIN(S) ELECTRIC ACCESSIBLE WATER COOLER TOILET ROOM EXHAUST FAN(S) VENT PIPING BACKFLOW PREVENTION DEVICE SPRINKLER SYSTEM TEST SPRINKLER SYSTEM 16 ELECTRICAL RESPONSIBILITY SCHEDULE ELECTRICAL SERVICE DISTRIBUTION 1 2 3 4 5 ELECTRICAL PANELS & TRANSFORMERS ELECTRICAL SERVICE, METERS, ETC... ELECTRICAL BREAKERS LOCKOUTS ON BREAKERS TYPED DIRECTORY FOR SERVICE PANELS COMMUNICATIONS 6 DATA WIRING & JACK INSTALLATION7 MAKE DATA JACKS LIVE AND TESTED CONTRACTOR TO HAVE DATA JACKS WORKING PROPERLY 2 WEEKS PRIOR TO TURNOVER RECEPTACLES, SECURITY CONNECTIONS & SPECIAL SYSTEMS 8 RECEPTACLES & COVERS9 CASH & WRAP RECEPTACLES10 3RD CONDUIT W/ PULL STRINGS11 RECPT. FOR SECURITY ON PHONE BOARD12 SECURITY RECEPTACLES 13'-0" AFF (2)13 SENSORMATIC JUNCTION BOX 14 LINE CONDITIONER FOR SENSORMATIC SYSTEM 15 DOOR BUZZER 16 RECEPTACLES AT CEILING 17 SIGN(S) CONNECTION(S) 18 20 SIGNAGE HOOKUP SIGN CIRCUITS AT PANEL LIGHTING 22 23 24 25 26 27 28 LIGHT BULBS SALES AREA LIGHT FIXTURES STOCK ROOM LIGHT FIXTURES FITTING ROOM LIGHT FIXTURES TOILET ROOM LIGHT FIXTURES CORRIDOR LIGHT FIXTURES TRACK LIGHTING29 EXIT LIGHTING30 EMERGENCY LIGHTING31 MOTION SENSORS PROGRAMMABLE LIGHT SWITCHES NEW ITEM TO BE PROVIDED AND INSTALLED EXISTING ITEM, VERIFY PLACEMENT AND CONDITION. IF ITEM IS MISSING OR DAMAGED, PROVIDE AND INSTALL NEW ITEMRESPONSIBILITY KEY: CODE REVIEW DETAIL NUMBER SHEET NUMBER CALLOUT SECTION CUT ELEVATION ROOM TAG KEY NOTE WINDOW TAG PARTITION TAG DOOR TAG FINISH ITEMS ELEVATION BENCHMARK REVISION TAG LEASE LINE EXISTING DEMISING PARTITION NEW DEMISING PARTITION EXISTING PARTITION NEW PARTITION PARTITION OR MATERIAL TO BE DEMOLISHED NEW FURRING PARTITION (SALES AREA) GRAPHICS SYMBOLS SITE LOCATION PLAN DRAWING INDEX REV DATE T1.0 LS1.0 D1.0 A1.0 A1.1 A2.0 A2.1 A2.2 A2.3 A3.0 A4.0 M1.0 E1.0 E3.0 E4.0 E5.0 P3.0 TITLE SHEET LIFE SAFETY PLAN DEMOLITION PLANS DIMENSIONED FLOOR PLAN DOOR SCHEDULE AND DETAILS FIXTURE PLAN AND DETAILS INTERIOR ELEVATIONS INTERIOR DETAILS FLOOR FINISH PLAN REFLECTED CEILING PLAN MECHANICAL PLAN & DETAILS POWER AND SYSTEM PLAN ELECT. PANEL SCHEDULES & ONE-LINE DIAGRAM ELECTRICAL SPECIFICATIONS 3 A100 3 A100 T1.0 CONSTRUCTION TYPE: TYPE VB UNPROTECTED UNSPRINKLED USE GROUP CLASSIFICATION: SALES AREA: GROUP M MERCANTILE STOCK AREA: S-1 MODERATE HAZARD; CLASSIFIED AS ACCESSORY TO MERCANTILE OCCUPANCY (CBC 311.1.1) OCCUPANCY CLASSIFICATION: BUILDING MERCANTILE GROUP M TENANT GROUP C2 MERCANTILE FIRE SUPPRESSION SYSTEM: YES NO OCCUPANCY LOADS: SALES FLOOR W/ 3786 SQ FT DIVIDED FITTING ROOM BY 60 = 63 STOCK RM 1841 SQ FT DIVIDED BY 300 = 6 TOILETS 112 SQ = 1 TOTAL: 70 OCCUPANTS SQUARE FOOTAGE: SALES FLOOR 3725 SQ FT STOCK ROOM 1841 SQ FT TOILET ROOM(S) 112 SQ FT FITTING ROOM 61 SQ FT CORRIDOR 184 SQ FT TOTAL LEASED AREA: 5739 SQ FT CENTRE ON SEVENTEENTH 2130 E 17TH ST. (SPACE A) SANTA ANA, CA 92705 M2.0 HVAC CONTROL DETAILS CONTRACTOR NOTE · CONTRACTOR TO PROVIDE AND INSTALL ALL ITEMS ACCORDING TO THESE CONSTRUCTION DOCUMENTS. · ANY CHANGES OR DEVIATIONS FROM THESE DOCUMENTS MUST BE APPROVED BY HIBBETT PROJECT MANAGER (SEE BELOW FOR NAMES OF PROJECT MANAGERS). · CHANGES CANNOT BE DIRECTED BY ANYONE OTHER THAN PROJECT MANAGER AND ANY NON-APPROVED CHANGES OR DEVIATIONS FROM THESE CONSTRUCTION DOCUMENTS WILL BE CORRECTED AT THE CONTRACTOR'S COST. 33 ELECTRICAL/FIRE STRIPE FLOOR PAINTING TO 48" AFF ON ALL WALLS 27 FOAM SOAP DISPENSER SEE ACC. SCHED. ON SHEET A2.2 SEE SHEET A1.1"NOT AN EXIT" VINYL SIGN N/AINTERIOR WINDOW SHADES 17 SEE SHEETS M1.0 & M2.0 FOR DETAILSEMS COMPONENT(S) EMS MECHANICAL WIRING SEE SHEETS M2.0 & E4.0 FOR DETAILS SEE SHEETS E1.0 & E4.0 FOR DETAILS DESIGN MANAGER:LAURA PHILLIPS SENIOR DESIGN ANALYST:SIMJUAN BONNER FIXTURE DESIGN ANALYST:ERIKA PATTERSON CAD SPECIALIST:TAMEKA MATHEWS CAD SPECIALIST:BART JONES DIRECTOR OF CONSTRUCTION: JEREMY BROWN PROJECT MANAGER: JAY LUMLEY PROJECT MANAGER: RON HALEY PROJECT MANAGER: CHRIS CASTLEBERRY SENSORMATIC PEDESTAL(S)SENSORMATIC PEDESTAL(S) M3.0 HVAC DETAILS #1540 HIBBETT SPORTS FINAL CONNECTION FOR SENSORMATIC SYSTEM 1 19 21 PHOTOCELL FOR SIGN 32 BOLLARDS LANDLORD PERMITS LANDLORD PERMIT FEES LANDLORD CERTIFICATE OF OCCUPANCY LANDLORD WARRANTY TENANT PERMITS TENANT PERMIT FEES TENANT CERTIFICATE OF OCCUPANCY TENANT GC CLOSEOUT DOCUMENTS TENANT WARRANTY MECHANICAL AIR BALANCE ASBESTOS REMOVAL LANDLORD TO VERIFY EXISTING CONDITIONS TENANT TO VERIFY EXISTING CONDITIONS MALL BARRICADE 9 10 11 12 13 14 TRASH REMOVAL (TENANT'S WORK) FINAL CLEANUP (TENANT'S WORK) 11 12 SEE SHEETS M1.0 & M2.0 FOR DETAILS SEE SHEETS E1.0 & E4.0 FOR DETAILS SEE SHEETS E1.0 & E4.0 FOR DETAILS ELECTRICAL DETAILS STOREFRONT FINISH MATERIAL EXISTING EXISTING EXISTING/NEW N/A EXISTING EXISTING EXISTING EXISTING/EXTEND N/A EXISTING EXISTING/NEW SEE ACC. SCHED. ON SHEET A2.2 SEE ACC. SCHED. ON SHEET A2.2 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING N/A EXISTING EXISTING FURRING INSTALLATION ELEVATIONS PLUMBING SPECIFICATIONS N/A N/A N/A N/A N/A N/A N/A N/A 18 HVAC UNIT(S), CURBS, & CURB ADAPTORS EXISTING 8 SERVICE POWER POLE(S)SEE SHEET E1.0 FOR DETAILS PRIOR TO TURNOVER CORRIDOR WALL OSB BOARD 6 SEE SHEET A4.0 FOR DETAILS9 SPEAKERS N/A N/A E2.0 LIGHTING PLAN N/A 33 DATA RACK,PATCH PANEL, UPS, & POWER · TENANT BUILT OUT OF AN EXISTING VACANT RETAIL SPACE. · CONSTRUCT NEW ACCESSIBLE RESTROOMS. · CONSTRUCT NEW SALES AREA, STOCK ROOM & FITTING ROOM. · NEW LIGHTING & POWER PER PLAN-CONNECT TO EXISTING ELECTRICAL PANEL. · NEW SUPPLY WASTE & VENT LINES CONNECTED TO EXISTING. · NO STRUCTURAL WORK. · NO NEW ELECTRICAL SERVICE. SCOPE OF WORK: KEY PLAN NTS. TI T L E S H E E T CODES BUILDING: 2019 CALIFORNIA BUILDING CODE PLUMBING: 2019 CALIFORNIA PLUMBING CODE MECHANICAL: 2019 CALIFORNIA MECHANICAL CODE ELECTRICAL: 2019 CALIFORNIA ELECTRICAL CODE FIRE/LIFE: 2019 CALIFORNIA FIRE CODE ENERGY: 2019 CALIFORNIA ENERGY CODE ACCESSIBILITY: 2019 CALIFORNIA BUILDING CODE CHAPTER 11B LS2.0 ACCESSIBILITY GUIDELINES N/A N/A N/A N/A N/A N/A N/A N/A N/A EXISTING N/A EXISTING M2.1 HVAC CONTROL DETAILS M4.0 HVAC SPECIFICATIONS M4.1 HVAC SPECIFICATIONS E5.1 ELECTRICAL SPECIFICATIONS P2.0 PLUMBING SCHEDULES & DETAILS P1.0 PLUMBING PLAN P4.0 PLUMBING SPECIFICATIONS EN1.0 T24 ENERGY COMPLIANCE SP1.0 SITE PLAN 01/13/231 1 1 01/13/23 1 1 1 1 1 1 1 1 1 1 1 1 Bldg# 101112794 WLee Planning FArias PD BMartin-No Insp req'd Elec# 20179729 MSmith Issued 06/02/23 Plumbing# 30145810 TLuka Mechanical# 40137364 TLuka Issued 06/07/23 2130 E 17th St - 10111279406/07/23 PROVIDE SITE LOCATION MAP FROM GOOGLE MAPS OR REAL ESTATE PRESENTATION (REMOVE ANY INFORMATION TO OTHER TENANTS AND PROJECTED SALES FIGURES) SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - OFFICE 100 2 2 2 2 2 4 A100 3 A100 1 #1540 HIBBETT SPORTING GOODS, INC 2700 MILAN COURT BIRMINGHAM, AL 35211 CONTACT HIBBETT CONSTRUCTION DEPT. @ (205) 942-4292; FAX: (205) 912-7310 LANDLORD NAME ATTN: PHONE: OWNERMALL MANAGERPLAN REVIEW LANDLORD PROJECT INFORMATION STORE#: 1540 - FS2 - NSD C DRAWN BY: LCP ISSUE DATE: JULY 26, 2022 HIBBETT CONSTRUCTION DEPARTMENT LANDLORD HIBBETT HIBBETT GC ITEM:REMARK FU R N I S H FU R N I S H FU R N I S H IN S T A L L IN S T A L L IN S T A L L 1 2 3 4 5 6 7 8 01 GENERAL REQUIREMENTS DEMOLITION 02 EXISTING CONDITIONS REMOVAL OF PREVIOUS TENANT'S SIGNAGE REPAIR AND REPAINT STOREFRONT TRASH REMOVAL (LANDLORD'S WORK) 1 2 3 4 5 6 7 8 9 10 FINAL CLEANUP (LANDLORD'S WORK) STOREFRONT CLEANING INSIDE STOREFRONT CLEANING OUTSIDE CONDUIT & CONNECTION FROM UTILITY METER TO TENANT SPACE TELEPHONE CONDUIT FROM DEMARK INTO DEMISED SPACE BRING PHONE SERVICE FROM DEMARK INTO DEMISED SPACE CONCRETE SLAB 03 CONCRETE DAMAGE FROM REMOVAL OF SIGN REPAIR EXISTING DAMAGED SLAB CONCRETE SEALER CUT SLAB FOR CASH & WRAP/FLOOR RECEPT 1 2 3 4 5 CUT SLAB FOR ELECTRICAL AT SENSORMATIC STOCK AREA & CORRIDOR DEMISING WALL STUDS 05 METALS STOCK ROOM WALL STUDS FITTING ROOM WALL STUDS TOILET ROOM WALL STUDS 1 2 3 4 5 COLUMN WRAP STUDS 6 7 8 FURRING/DISPLAY WALL STUDS METAL ACCESS PANEL FOR EXTERIOR SIGN(S) CORRIDOR WALL STUDS (ALL STUDS TO BE METAL) FURRING STRIPS 06 WOOD, PLASTICS, & COMPOSITES VERTICAL FURRING STRIPS INTERIOR TRIM PLYWOOD BACKING FOR EXTERIOR SIGN(S) 1 2 3 4 5 7 SECURITY PLYWOOD WALL COVERING FITTING ROOM BENCH 6 SCREWS FOR UPRIGHTS INSIDE OF EXTERIOR STOCK ROOM WALLS STOCK AREA SHELVES & SALES AREA UPRIGHTS 6.25" R19 BATT INSULATION ABOVE CEILING 07 THERMAL & MOISTURE PROTECTION FIREPROOFING OF ALL RATED PARTITIONS 1 2 PER LOCAL CODE REQUIREMENT 1 STOREFRONT GLASS 2 STOREFRONT ENTRANCE DOOR(S) 3 REAR EXIT DOOR 4 TOILET ROOM DOOR 5 TOILET ROOM DOOR JAMB 6 STOCK ROOM DOOR 7 STOCK ROOM DOOR JAMB 8 FITTING ROOM DOOR 9 FITTING ROOM DOOR JAMB 10 CORRIDOR DOOR(S) 11 CORRIDOR DOOR JAMB(S) 12 SECURITY GATE 13 DOOR HARDWARE 14 CYLINDERS & REMOVABLE CORES 08 OPENINGS 15 ENTRANCE DOOR SECURITY BARS 16 REMOVABLE MULLION 17 TRIDENT EXIT ALARM 18 BURGLAR BAR 19 HURRICANE PROTECTION FILM (REFER TO DOOR SCHEDULE) N/A SEE SHEET A1.1 09 FINISHES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 CEILING GRID CEILING TILE (2) FULL BUNDLES OF CEILING TILES GYPSUM BOARD CEILING DEMISING WALL GYPSUM BOARD STOCK ROOM WALL GYPSUM BOARD FITTING ROOM WALL GYPSUM BOARD TOILET ROOM WALL GYPSUM BOARD CORRIDOR WALL GYPSUM BOARD COLUMN GYPSUM BOARD FURRING/DISPLAY WALL GYPSUM BOARD SOLID WALL PANELING CARPET TILES CARPET TILE TACTILES REDUCER STRIP FOR CARPET TO SLAB VINYL PLANK FLOORING VINYL PLANK FLOORING ADHESIVE WALK-OFF MAT WALK-OFF MAT ADHESIVE TOILET ROOM VINYL COMPOSITION TILE (VCT) TOILET ROOM VCT ADHESIVE COVE BASE IN FITTING ROOM COVE BASE ADHESIVE IN FITTING ROOM FRP & COVE BASE IN TOILET ROOM FRP & COVE BASE ADHESIVE IN TOILET RM COVE BASE IN CORRIDOR LANDLORD HIBBETT HIBBETT GC ITEM: REMARK FU R N I S H FU R N I S H FU R N I S H IN S T A L L IN S T A L L IN S T A L L 29 COVE BASE ADHESIVE IN CORRIDOR 30 PAINTING (GENERAL)31 PAINTING (TOILET ROOM)32 PAINTING (CORRIDOR) 09 FINISHES (CONTINUED) TOILET ROOM & FITTING ROOM 10 SPECIALTIES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 TOILET ROOM GRAB BARS TOILET ROOM MIRRORS SINGLE ROLL PAPER TOWEL HOLDER SINGLE ROLL TISSUE HOLDER TOILET ROOM AND EXIT SIGNAGE FITTING ROOM MIRRORS FITTING ROOM HOOKS WALL/FLOOR DOOR STOP(S) CLEAR SILICONE CAULK TOILET ROOM MIRROR SEAL/CLOSE OFF STOREFRONT DOOR(S) FIRE EXTINGUISHERS (3 MINIMUM OR PER CODE) SERVICE/TAG FIRE EXTINGUISHERS SHELF STANDARDS STOCKROOM SHELVING SIGNS (ILLUMINATED) VINYL LETTERS ON BACK DOOR VINYL ADDRESS NUMBERS AT FRONT ENTRY VINYL WINDOW GRAPHICS CLEAR SILICONE CAULK FITTING ROOM MIRROR CLEAR SILICONE CAULK FITTING ROOM BENCH CLEAR SILICONE CAULK TOILET ROOM COVE BASE CLEAR SILICONE CAULK FITTING ROOM COVE BASE SEAL/CLOSE OFF REAR EXIT DOOR(S) 26 SIGN HOLDER TRACK SEE ACC. SCHED. ON SHEET A2.2 SEE ACC. SCHED. ON SHEET A2.2 SEE SHEET LS1.0 SEE ACC. SCHED. ON SHEET A2.2 EXTERIOR GLASS AT FURRING WALL N/A N/A 11 EQUIPMENT 1 2 3 4 5 6 7 CASH & WRAP COUNTER (PREFAB) 2X4 PLEXI CEILING PANELS 2X2 PLEXI CEILING BUBBLES TELEPHONE BACKBOARD TELEPHONE JUNCTION BLOCKS TELEPHONE JACKS ENERGY MANAGEMENT SYSTEM (EMS) 15 MECHANICAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 HVAC ROOF CUTS HVAC UNIT SERVICE DUCT WORK, DIFFUSERS, & GRILLES CEILING MOUNTED UNIT HEATER TOILET(S) LAVATORIE(S) INSTANTANEOUS WATER HEATER(S) MOP/UTILITY SINK FLOOR DRAIN(S) ELECTRIC ACCESSIBLE WATER COOLER TOILET ROOM EXHAUST FAN(S) VENT PIPING BACKFLOW PREVENTION DEVICE SPRINKLER SYSTEM TEST SPRINKLER SYSTEM 16 ELECTRICAL RESPONSIBILITY SCHEDULE ELECTRICAL SERVICE DISTRIBUTION 1 2 3 4 5 ELECTRICAL PANELS & TRANSFORMERS ELECTRICAL SERVICE, METERS, ETC... ELECTRICAL BREAKERS LOCKOUTS ON BREAKERS TYPED DIRECTORY FOR SERVICE PANELS COMMUNICATIONS 6 DATA WIRING & JACK INSTALLATION7 MAKE DATA JACKS LIVE AND TESTED CONTRACTOR TO HAVE DATA JACKS WORKING PROPERLY 2 WEEKS PRIOR TO TURNOVER RECEPTACLES, SECURITY CONNECTIONS & SPECIAL SYSTEMS 8 RECEPTACLES & COVERS9 CASH & WRAP RECEPTACLES10 3RD CONDUIT W/ PULL STRINGS11 RECPT. FOR SECURITY ON PHONE BOARD12 SECURITY RECEPTACLES 13'-0" AFF (2)13 SENSORMATIC JUNCTION BOX 14 LINE CONDITIONER FOR SENSORMATIC SYSTEM 15 DOOR BUZZER 16 RECEPTACLES AT CEILING 17 SIGN(S) CONNECTION(S) 18 20 SIGNAGE HOOKUP SIGN CIRCUITS AT PANEL LIGHTING 22 23 24 25 26 27 28 LIGHT BULBS SALES AREA LIGHT FIXTURES STOCK ROOM LIGHT FIXTURES FITTING ROOM LIGHT FIXTURES TOILET ROOM LIGHT FIXTURES CORRIDOR LIGHT FIXTURES TRACK LIGHTING29 EXIT LIGHTING30 EMERGENCY LIGHTING31 MOTION SENSORS PROGRAMMABLE LIGHT SWITCHES NEW ITEM TO BE PROVIDED AND INSTALLED EXISTING ITEM, VERIFY PLACEMENT AND CONDITION. IF ITEM IS MISSING OR DAMAGED, PROVIDE AND INSTALL NEW ITEMRESPONSIBILITY KEY: CODE REVIEW DETAIL NUMBER SHEET NUMBER CALLOUT SECTION CUT ELEVATION ROOM TAG KEY NOTE WINDOW TAG PARTITION TAG DOOR TAG FINISH ITEMS ELEVATION BENCHMARK REVISION TAG LEASE LINE EXISTING DEMISING PARTITION NEW DEMISING PARTITION EXISTING PARTITION NEW PARTITION PARTITION OR MATERIAL TO BE DEMOLISHED NEW FURRING PARTITION (SALES AREA) GRAPHICS SYMBOLS SITE LOCATION PLAN DRAWING INDEX REV DATE T1.0 LS1.0 D1.0 A1.0 A1.1 A2.0 A2.1 A2.2 A2.3 A3.0 A4.0 M1.0 E1.0 E3.0 E4.0 E5.0 P3.0 TITLE SHEET LIFE SAFETY PLAN DEMOLITION PLANS DIMENSIONED FLOOR PLAN DOOR SCHEDULE AND DETAILS FIXTURE PLAN AND DETAILS INTERIOR ELEVATIONS INTERIOR DETAILS FLOOR FINISH PLAN REFLECTED CEILING PLAN MECHANICAL PLAN & DETAILS POWER AND SYSTEM PLAN ELECT. PANEL SCHEDULES & ONE-LINE DIAGRAM ELECTRICAL SPECIFICATIONS 3 A100 3 A100 T1.0 CONSTRUCTION TYPE: TYPE VB UNPROTECTED UNSPRINKLED USE GROUP CLASSIFICATION: SALES AREA: GROUP M MERCANTILE STOCK AREA: S-1 MODERATE HAZARD; CLASSIFIED AS ACCESSORY TO MERCANTILE OCCUPANCY (CBC 311.1.1) OCCUPANCY CLASSIFICATION: BUILDING MERCANTILE GROUP M TENANT GROUP C2 MERCANTILE FIRE SUPPRESSION SYSTEM: YES NO OCCUPANCY LOADS: SALES FLOOR W/ 3786 SQ FT DIVIDED FITTING ROOM BY 60 = 63 STOCK RM 1841 SQ FT DIVIDED BY 300 = 6 TOILETS 112 SQ = 1 TOTAL: 70 OCCUPANTS SQUARE FOOTAGE: SALES FLOOR 3725 SQ FT STOCK ROOM 1841 SQ FT TOILET ROOM(S) 112 SQ FT FITTING ROOM 61 SQ FT CORRIDOR 184 SQ FT TOTAL LEASED AREA: 5739 SQ FT CENTRE ON SEVENTEENTH 2130 E 17TH ST. (SPACE A) SANTA ANA, CA 92705 M2.0 HVAC CONTROL DETAILS CONTRACTOR NOTE · CONTRACTOR TO PROVIDE AND INSTALL ALL ITEMS ACCORDING TO THESE CONSTRUCTION DOCUMENTS. · ANY CHANGES OR DEVIATIONS FROM THESE DOCUMENTS MUST BE APPROVED BY HIBBETT PROJECT MANAGER (SEE BELOW FOR NAMES OF PROJECT MANAGERS). · CHANGES CANNOT BE DIRECTED BY ANYONE OTHER THAN PROJECT MANAGER AND ANY NON-APPROVED CHANGES OR DEVIATIONS FROM THESE CONSTRUCTION DOCUMENTS WILL BE CORRECTED AT THE CONTRACTOR'S COST. 33 ELECTRICAL/FIRE STRIPE FLOOR PAINTING TO 48" AFF ON ALL WALLS 27 FOAM SOAP DISPENSER SEE ACC. SCHED. ON SHEET A2.2 SEE SHEET A1.1"NOT AN EXIT" VINYL SIGN N/AINTERIOR WINDOW SHADES 17 SEE SHEETS M1.0 & M2.0 FOR DETAILSEMS COMPONENT(S) EMS MECHANICAL WIRING SEE SHEETS M2.0 & E4.0 FOR DETAILS SEE SHEETS E1.0 & E4.0 FOR DETAILS DESIGN MANAGER:LAURA PHILLIPS SENIOR DESIGN ANALYST:SIMJUAN BONNER FIXTURE DESIGN ANALYST:ERIKA PATTERSON CAD SPECIALIST:TAMEKA MATHEWS CAD SPECIALIST:BART JONES DIRECTOR OF CONSTRUCTION: JEREMY BROWN PROJECT MANAGER: JAY LUMLEY PROJECT MANAGER: RON HALEY PROJECT MANAGER: CHRIS CASTLEBERRY SENSORMATIC PEDESTAL(S)SENSORMATIC PEDESTAL(S) M3.0 HVAC DETAILS #1540 HIBBETT SPORTS FINAL CONNECTION FOR SENSORMATIC SYSTEM 1 19 21 PHOTOCELL FOR SIGN 32 BOLLARDS LANDLORD PERMITS LANDLORD PERMIT FEES LANDLORD CERTIFICATE OF OCCUPANCY LANDLORD WARRANTY TENANT PERMITS TENANT PERMIT FEES TENANT CERTIFICATE OF OCCUPANCY TENANT GC CLOSEOUT DOCUMENTS TENANT WARRANTY MECHANICAL AIR BALANCE ASBESTOS REMOVAL LANDLORD TO VERIFY EXISTING CONDITIONS TENANT TO VERIFY EXISTING CONDITIONS MALL BARRICADE 9 10 11 12 13 14 TRASH REMOVAL (TENANT'S WORK) FINAL CLEANUP (TENANT'S WORK) 11 12 SEE SHEETS M1.0 & M2.0 FOR DETAILS SEE SHEETS E1.0 & E4.0 FOR DETAILS SEE SHEETS E1.0 & E4.0 FOR DETAILS ELECTRICAL DETAILS STOREFRONT FINISH MATERIAL EXISTING EXISTING EXISTING/NEW N/A EXISTING EXISTING EXISTING EXISTING/EXTEND N/A EXISTING EXISTING/NEW SEE ACC. SCHED. ON SHEET A2.2 SEE ACC. SCHED. ON SHEET A2.2 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING N/A EXISTING EXISTING FURRING INSTALLATION ELEVATIONS PLUMBING SPECIFICATIONS N/A N/A N/A N/A N/A N/A N/A N/A 18 HVAC UNIT(S), CURBS, & CURB ADAPTORS EXISTING 8 SERVICE POWER POLE(S)SEE SHEET E1.0 FOR DETAILS PRIOR TO TURNOVER CORRIDOR WALL OSB BOARD 6 SEE SHEET A4.0 FOR DETAILS9 SPEAKERS N/A N/A E2.0 LIGHTING PLAN N/A 33 DATA RACK,PATCH PANEL, UPS, & POWER · TENANT BUILT OUT OF AN EXISTING VACANT RETAIL SPACE. · CONSTRUCT NEW ACCESSIBLE RESTROOMS. · CONSTRUCT NEW SALES AREA, STOCK ROOM & FITTING ROOM. · NEW LIGHTING & POWER PER PLAN-CONNECT TO EXISTING ELECTRICAL PANEL. · NEW SUPPLY WASTE & VENT LINES CONNECTED TO EXISTING. · NO STRUCTURAL WORK. · NO NEW ELECTRICAL SERVICE. SCOPE OF WORK: KEY PLAN NTS. TI T L E S H E E T CODES BUILDING: 2019 CALIFORNIA BUILDING CODE PLUMBING: 2019 CALIFORNIA PLUMBING CODE MECHANICAL: 2019 CALIFORNIA MECHANICAL CODE ELECTRICAL: 2019 CALIFORNIA ELECTRICAL CODE FIRE/LIFE: 2019 CALIFORNIA FIRE CODE ENERGY: 2019 CALIFORNIA ENERGY CODE ACCESSIBILITY: 2019 CALIFORNIA BUILDING CODE CHAPTER 11B LS2.0 ACCESSIBILITY GUIDELINES N/A N/A N/A N/A N/A N/A N/A N/A N/A EXISTING N/A EXISTING M2.1 HVAC CONTROL DETAILS M4.0 HVAC SPECIFICATIONS M4.1 HVAC SPECIFICATIONS E5.1 ELECTRICAL SPECIFICATIONS P2.0 PLUMBING SCHEDULES & DETAILS P1.0 PLUMBING PLAN P4.0 PLUMBING SPECIFICATIONS EN1.0 T24 ENERGY COMPLIANCE SP1.0 SITE PLAN 03/20/232 1 1 01/13/23 1 1 1 1 1 1 1 1 1 A4.1 CEILING DETAILS NOTE: BASED ON OUR OBSERVATIONS, THE EXISTING ACCESSIBLE ROUTE FROM THE EXSITING R.O.W. ON 17TH ST. AND FROM THE EXISTING ACCESSIBLE PARKING STALLS, ARE IN COMPLIANCE WITH CHAPTER 11B CBC. EXISTING CONDITIONS REQUIRE NO ALTERATIONS.2 03/20/232 03/20/232 03/20/232 03/20/232 03/20/232 03/20/2322 2130 E 17th St - 10111279406/07/23 PROVIDE SITE LOCATION MAP FROM GOOGLE MAPS OR REAL ESTATE PRESENTATION (REMOVE ANY INFORMATION TO OTHER TENANTS AND PROJECTED SALES FIGURES) SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 3 4/ 2 8 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - OFFICE 100 2 2 2 2 2 4 A100 3 A100 1 #1540 HIBBETT SPORTING GOODS, INC 2700 MILAN COURT BIRMINGHAM, AL 35211 CONTACT HIBBETT CONSTRUCTION DEPT. @ (205) 942-4292; FAX: (205) 912-7310 LANDLORD NAME ATTN: PHONE: OWNERMALL MANAGERPLAN REVIEW LANDLORD PROJECT INFORMATION STORE#: 1540 - FS2 - NSD C DRAWN BY: LCP ISSUE DATE: JULY 26, 2022 HIBBETT CONSTRUCTION DEPARTMENT LANDLORD HIBBETT HIBBETT GC ITEM:REMARK FU R N I S H FU R N I S H FU R N I S H IN S T A L L IN S T A L L IN S T A L L 1 2 3 4 5 6 7 8 01 GENERAL REQUIREMENTS DEMOLITION 02 EXISTING CONDITIONS REMOVAL OF PREVIOUS TENANT'S SIGNAGE REPAIR AND REPAINT STOREFRONT TRASH REMOVAL (LANDLORD'S WORK) 1 2 3 4 5 6 7 8 9 10 FINAL CLEANUP (LANDLORD'S WORK) STOREFRONT CLEANING INSIDE STOREFRONT CLEANING OUTSIDE CONDUIT & CONNECTION FROM UTILITY METER TO TENANT SPACE TELEPHONE CONDUIT FROM DEMARK INTO DEMISED SPACE BRING PHONE SERVICE FROM DEMARK INTO DEMISED SPACE CONCRETE SLAB 03 CONCRETE DAMAGE FROM REMOVAL OF SIGN REPAIR EXISTING DAMAGED SLAB CONCRETE SEALER CUT SLAB FOR CASH & WRAP/FLOOR RECEPT 1 2 3 4 5 CUT SLAB FOR ELECTRICAL AT SENSORMATIC STOCK AREA & CORRIDOR DEMISING WALL STUDS 05 METALS STOCK ROOM WALL STUDS FITTING ROOM WALL STUDS TOILET ROOM WALL STUDS 1 2 3 4 5 COLUMN WRAP STUDS 6 7 8 FURRING/DISPLAY WALL STUDS METAL ACCESS PANEL FOR EXTERIOR SIGN(S) CORRIDOR WALL STUDS (ALL STUDS TO BE METAL) FURRING STRIPS 06 WOOD, PLASTICS, & COMPOSITES VERTICAL FURRING STRIPS INTERIOR TRIM PLYWOOD BACKING FOR EXTERIOR SIGN(S) 1 2 3 4 5 7 SECURITY PLYWOOD WALL COVERING FITTING ROOM BENCH 6 SCREWS FOR UPRIGHTS INSIDE OF EXTERIOR STOCK ROOM WALLS STOCK AREA SHELVES & SALES AREA UPRIGHTS 6.25" R19 BATT INSULATION ABOVE CEILING 07 THERMAL & MOISTURE PROTECTION FIREPROOFING OF ALL RATED PARTITIONS 1 2 PER LOCAL CODE REQUIREMENT 1 STOREFRONT GLASS 2 STOREFRONT ENTRANCE DOOR(S) 3 REAR EXIT DOOR 4 TOILET ROOM DOOR 5 TOILET ROOM DOOR JAMB 6 STOCK ROOM DOOR 7 STOCK ROOM DOOR JAMB 8 FITTING ROOM DOOR 9 FITTING ROOM DOOR JAMB 10 CORRIDOR DOOR(S) 11 CORRIDOR DOOR JAMB(S) 12 SECURITY GATE 13 DOOR HARDWARE 14 CYLINDERS & REMOVABLE CORES 08 OPENINGS 15 ENTRANCE DOOR SECURITY BARS 16 REMOVABLE MULLION 17 TRIDENT EXIT ALARM 18 BURGLAR BAR 19 HURRICANE PROTECTION FILM (REFER TO DOOR SCHEDULE) N/A SEE SHEET A1.1 09 FINISHES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 CEILING GRID CEILING TILE (2) FULL BUNDLES OF CEILING TILES GYPSUM BOARD CEILING DEMISING WALL GYPSUM BOARD STOCK ROOM WALL GYPSUM BOARD FITTING ROOM WALL GYPSUM BOARD TOILET ROOM WALL GYPSUM BOARD CORRIDOR WALL GYPSUM BOARD COLUMN GYPSUM BOARD FURRING/DISPLAY WALL GYPSUM BOARD SOLID WALL PANELING CARPET TILES CARPET TILE TACTILES REDUCER STRIP FOR CARPET TO SLAB VINYL PLANK FLOORING VINYL PLANK FLOORING ADHESIVE WALK-OFF MAT WALK-OFF MAT ADHESIVE TOILET ROOM VINYL COMPOSITION TILE (VCT) TOILET ROOM VCT ADHESIVE COVE BASE IN FITTING ROOM COVE BASE ADHESIVE IN FITTING ROOM FRP & COVE BASE IN TOILET ROOM FRP & COVE BASE ADHESIVE IN TOILET RM COVE BASE IN CORRIDOR LANDLORD HIBBETT HIBBETT GC ITEM: REMARK FU R N I S H FU R N I S H FU R N I S H IN S T A L L IN S T A L L IN S T A L L 29 COVE BASE ADHESIVE IN CORRIDOR 30 PAINTING (GENERAL)31 PAINTING (TOILET ROOM)32 PAINTING (CORRIDOR) 09 FINISHES (CONTINUED) TOILET ROOM & FITTING ROOM 10 SPECIALTIES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 TOILET ROOM GRAB BARS TOILET ROOM MIRRORS SINGLE ROLL PAPER TOWEL HOLDER SINGLE ROLL TISSUE HOLDER TOILET ROOM AND EXIT SIGNAGE FITTING ROOM MIRRORS FITTING ROOM HOOKS WALL/FLOOR DOOR STOP(S) CLEAR SILICONE CAULK TOILET ROOM MIRROR SEAL/CLOSE OFF STOREFRONT DOOR(S) FIRE EXTINGUISHERS (3 MINIMUM OR PER CODE) SERVICE/TAG FIRE EXTINGUISHERS SHELF STANDARDS STOCKROOM SHELVING SIGNS (ILLUMINATED) VINYL LETTERS ON BACK DOOR VINYL ADDRESS NUMBERS AT FRONT ENTRY VINYL WINDOW GRAPHICS CLEAR SILICONE CAULK FITTING ROOM MIRROR CLEAR SILICONE CAULK FITTING ROOM BENCH CLEAR SILICONE CAULK TOILET ROOM COVE BASE CLEAR SILICONE CAULK FITTING ROOM COVE BASE SEAL/CLOSE OFF REAR EXIT DOOR(S) 26 SIGN HOLDER TRACK SEE ACC. SCHED. ON SHEET A2.2 SEE ACC. SCHED. ON SHEET A2.2 SEE SHEET LS1.0 SEE ACC. SCHED. ON SHEET A2.2 EXTERIOR GLASS AT FURRING WALL N/A N/A 11 EQUIPMENT 1 2 3 4 5 6 7 CASH & WRAP COUNTER (PREFAB) 2X4 PLEXI CEILING PANELS 2X2 PLEXI CEILING BUBBLES TELEPHONE BACKBOARD TELEPHONE JUNCTION BLOCKS TELEPHONE JACKS ENERGY MANAGEMENT SYSTEM (EMS) 15 MECHANICAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 HVAC ROOF CUTS HVAC UNIT SERVICE DUCT WORK, DIFFUSERS, & GRILLES CEILING MOUNTED UNIT HEATER TOILET(S) LAVATORIE(S) INSTANTANEOUS WATER HEATER(S) MOP/UTILITY SINK FLOOR DRAIN(S) ELECTRIC ACCESSIBLE WATER COOLER TOILET ROOM EXHAUST FAN(S) VENT PIPING BACKFLOW PREVENTION DEVICE SPRINKLER SYSTEM TEST SPRINKLER SYSTEM 16 ELECTRICAL RESPONSIBILITY SCHEDULE ELECTRICAL SERVICE DISTRIBUTION 1 2 3 4 5 ELECTRICAL PANELS & TRANSFORMERS ELECTRICAL SERVICE, METERS, ETC... ELECTRICAL BREAKERS LOCKOUTS ON BREAKERS TYPED DIRECTORY FOR SERVICE PANELS COMMUNICATIONS 6 DATA WIRING & JACK INSTALLATION7 MAKE DATA JACKS LIVE AND TESTED CONTRACTOR TO HAVE DATA JACKS WORKING PROPERLY 2 WEEKS PRIOR TO TURNOVER RECEPTACLES, SECURITY CONNECTIONS & SPECIAL SYSTEMS 8 RECEPTACLES & COVERS9 CASH & WRAP RECEPTACLES10 3RD CONDUIT W/ PULL STRINGS11 RECPT. FOR SECURITY ON PHONE BOARD12 SECURITY RECEPTACLES 13'-0" AFF (2)13 SENSORMATIC JUNCTION BOX 14 LINE CONDITIONER FOR SENSORMATIC SYSTEM 15 DOOR BUZZER 16 RECEPTACLES AT CEILING 17 SIGN(S) CONNECTION(S) 18 20 SIGNAGE HOOKUP SIGN CIRCUITS AT PANEL LIGHTING 22 23 24 25 26 27 28 LIGHT BULBS SALES AREA LIGHT FIXTURES STOCK ROOM LIGHT FIXTURES FITTING ROOM LIGHT FIXTURES TOILET ROOM LIGHT FIXTURES CORRIDOR LIGHT FIXTURES TRACK LIGHTING29 EXIT LIGHTING30 EMERGENCY LIGHTING31 MOTION SENSORS PROGRAMMABLE LIGHT SWITCHES NEW ITEM TO BE PROVIDED AND INSTALLED EXISTING ITEM, VERIFY PLACEMENT AND CONDITION. IF ITEM IS MISSING OR DAMAGED, PROVIDE AND INSTALL NEW ITEMRESPONSIBILITY KEY: CODE REVIEW DETAIL NUMBER SHEET NUMBER CALLOUT SECTION CUT ELEVATION ROOM TAG KEY NOTE WINDOW TAG PARTITION TAG DOOR TAG FINISH ITEMS ELEVATION BENCHMARK REVISION TAG LEASE LINE EXISTING DEMISING PARTITION NEW DEMISING PARTITION EXISTING PARTITION NEW PARTITION PARTITION OR MATERIAL TO BE DEMOLISHED NEW FURRING PARTITION (SALES AREA) GRAPHICS SYMBOLS SITE LOCATION PLAN DRAWING INDEX REV DATE T1.0 LS1.0 D1.0 A1.0 A1.1 A2.0 A2.1 A2.2 A2.3 A3.0 A4.0 M1.0 E1.0 E3.0 E4.0 E5.0 P3.0 TITLE SHEET LIFE SAFETY PLAN DEMOLITION PLANS DIMENSIONED FLOOR PLAN DOOR SCHEDULE AND DETAILS FIXTURE PLAN AND DETAILS INTERIOR ELEVATIONS INTERIOR DETAILS FLOOR FINISH PLAN REFLECTED CEILING PLAN MECHANICAL PLAN & DETAILS POWER AND SYSTEM PLAN ELECT. PANEL SCHEDULES & ONE-LINE DIAGRAM ELECTRICAL SPECIFICATIONS 3 A100 3 A100 T1.0 CONSTRUCTION TYPE: TYPE VB UNPROTECTED UNSPRINKLED USE GROUP CLASSIFICATION: SALES AREA: GROUP M MERCANTILE STOCK AREA: S-1 MODERATE HAZARD; CLASSIFIED AS ACCESSORY TO MERCANTILE OCCUPANCY (CBC 311.1.1) OCCUPANCY CLASSIFICATION: BUILDING MERCANTILE GROUP M TENANT GROUP C2 MERCANTILE FIRE SUPPRESSION SYSTEM: YES NO OCCUPANCY LOADS: SALES FLOOR W/ 3786 SQ FT DIVIDED FITTING ROOM BY 60 = 63 STOCK RM 1841 SQ FT DIVIDED BY 300 = 6 TOILETS 112 SQ = 1 TOTAL: 70 OCCUPANTS SQUARE FOOTAGE: SALES FLOOR 3725 SQ FT STOCK ROOM 1841 SQ FT TOILET ROOM(S) 112 SQ FT FITTING ROOM 61 SQ FT CORRIDOR 184 SQ FT TOTAL LEASED AREA: 5739 SQ FT CENTRE ON SEVENTEENTH 2130 E 17TH ST. (SPACE A) SANTA ANA, CA 92705 M2.0 HVAC CONTROL DETAILS CONTRACTOR NOTE · CONTRACTOR TO PROVIDE AND INSTALL ALL ITEMS ACCORDING TO THESE CONSTRUCTION DOCUMENTS. · ANY CHANGES OR DEVIATIONS FROM THESE DOCUMENTS MUST BE APPROVED BY HIBBETT PROJECT MANAGER (SEE BELOW FOR NAMES OF PROJECT MANAGERS). · CHANGES CANNOT BE DIRECTED BY ANYONE OTHER THAN PROJECT MANAGER AND ANY NON-APPROVED CHANGES OR DEVIATIONS FROM THESE CONSTRUCTION DOCUMENTS WILL BE CORRECTED AT THE CONTRACTOR'S COST. 33 ELECTRICAL/FIRE STRIPE FLOOR PAINTING TO 48" AFF ON ALL WALLS 27 FOAM SOAP DISPENSER SEE ACC. SCHED. ON SHEET A2.2 SEE SHEET A1.1"NOT AN EXIT" VINYL SIGN N/AINTERIOR WINDOW SHADES 17 SEE SHEETS M1.0 & M2.0 FOR DETAILSEMS COMPONENT(S) EMS MECHANICAL WIRING SEE SHEETS M2.0 & E4.0 FOR DETAILS SEE SHEETS E1.0 & E4.0 FOR DETAILS DESIGN MANAGER:LAURA PHILLIPS SENIOR DESIGN ANALYST:SIMJUAN BONNER FIXTURE DESIGN ANALYST:ERIKA PATTERSON CAD SPECIALIST:TAMEKA MATHEWS CAD SPECIALIST:BART JONES DIRECTOR OF CONSTRUCTION: JEREMY BROWN PROJECT MANAGER: JAY LUMLEY PROJECT MANAGER: RON HALEY PROJECT MANAGER: CHRIS CASTLEBERRY SENSORMATIC PEDESTAL(S)SENSORMATIC PEDESTAL(S) M3.0 HVAC DETAILS #1540 HIBBETT SPORTS FINAL CONNECTION FOR SENSORMATIC SYSTEM 1 19 21 PHOTOCELL FOR SIGN 32 BOLLARDS LANDLORD PERMITS LANDLORD PERMIT FEES LANDLORD CERTIFICATE OF OCCUPANCY LANDLORD WARRANTY TENANT PERMITS TENANT PERMIT FEES TENANT CERTIFICATE OF OCCUPANCY TENANT GC CLOSEOUT DOCUMENTS TENANT WARRANTY MECHANICAL AIR BALANCE ASBESTOS REMOVAL LANDLORD TO VERIFY EXISTING CONDITIONS TENANT TO VERIFY EXISTING CONDITIONS MALL BARRICADE 9 10 11 12 13 14 TRASH REMOVAL (TENANT'S WORK) FINAL CLEANUP (TENANT'S WORK) 11 12 SEE SHEETS M1.0 & M2.0 FOR DETAILS SEE SHEETS E1.0 & E4.0 FOR DETAILS SEE SHEETS E1.0 & E4.0 FOR DETAILS ELECTRICAL DETAILS STOREFRONT FINISH MATERIAL EXISTING EXISTING EXISTING/NEW N/A EXISTING EXISTING EXISTING EXISTING/EXTEND N/A EXISTING EXISTING/NEW SEE ACC. SCHED. ON SHEET A2.2 SEE ACC. SCHED. ON SHEET A2.2 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING N/A EXISTING EXISTING FURRING INSTALLATION ELEVATIONS PLUMBING SPECIFICATIONS N/A N/A N/A N/A N/A N/A N/A N/A 18 HVAC UNIT(S), CURBS, & CURB ADAPTORS EXISTING 8 SERVICE POWER POLE(S)SEE SHEET E1.0 FOR DETAILS PRIOR TO TURNOVER CORRIDOR WALL OSB BOARD 6 SEE SHEET A4.0 FOR DETAILS9 SPEAKERS N/A N/A E2.0 LIGHTING PLAN N/A 33 DATA RACK,PATCH PANEL, UPS, & POWER · TENANT BUILT OUT OF AN EXISTING VACANT RETAIL SPACE. · CONSTRUCT NEW ACCESSIBLE RESTROOMS. · CONSTRUCT NEW SALES AREA, STOCK ROOM & FITTING ROOM. · NEW LIGHTING & POWER PER PLAN-CONNECT TO EXISTING ELECTRICAL PANEL. · NEW SUPPLY WASTE & VENT LINES CONNECTED TO EXISTING. · NO STRUCTURAL WORK. · NO NEW ELECTRICAL SERVICE. SCOPE OF WORK: KEY PLAN NTS. TI T L E S H E E T CODES BUILDING: 2019 CALIFORNIA BUILDING CODE PLUMBING: 2019 CALIFORNIA PLUMBING CODE MECHANICAL: 2019 CALIFORNIA MECHANICAL CODE ELECTRICAL: 2019 CALIFORNIA ELECTRICAL CODE FIRE/LIFE: 2019 CALIFORNIA FIRE CODE ENERGY: 2019 CALIFORNIA ENERGY CODE ACCESSIBILITY: 2019 CALIFORNIA BUILDING CODE CHAPTER 11B LS2.0 ACCESSIBILITY GUIDELINES N/A N/A N/A N/A N/A N/A N/A N/A N/A EXISTING N/A EXISTING M2.1 HVAC CONTROL DETAILS M4.0 HVAC SPECIFICATIONS M4.1 HVAC SPECIFICATIONS E5.1 ELECTRICAL SPECIFICATIONS P2.0 PLUMBING SCHEDULES & DETAILS P1.0 PLUMBING PLAN P4.0 PLUMBING SPECIFICATIONS EN1.0 T24 ENERGY COMPLIANCE SP1.0 SITE PLAN 3 1 1 1 1 1 1 1 1 1 1 1 A4.1 CEILING DETAILS NOTE: BASED ON OUR OBSERVATIONS, THE EXISTING ACCESSIBLE ROUTE FROM THE EXSITING R.O.W. ON 17TH ST. AND FROM THE EXISTING ACCESSIBLE PARKING STALLS, ARE IN COMPLIANCE WITH CHAPTER 11B CBC. 2 04/28/23 2 2 2 2 2 22 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . DA T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 SCALE: 1 SP1.0 EXISTING SITE PLAN 1/32" = 1'-0" N SI T E P L A N SP1.0 EXISTING SITE TO REMAIN · NO WORK. NO CHANGES IN LEVELS OR RAMPS. · NO CHANGES TO EXISTING ACCESSIBLE PARKING STALLS. · NO CHANGES TO EXISTING ACCESSIBLE ROUTE EXISTING SIDEWALK TO REMAIN. NO WORK, EXISTING ACCESSIBLE PATH FROM ACCESSIBLE PARKING SPACES TO TENANT SPACE ENTRANCE. EXISTING ROUTE IS 5% MAX. RUNNING SLOPE WITH 2% MAX. CROSS SLOPE EXISTING ACCESSIBLE STALL AND ACCESS AISLE, TYP. EXISTING PIERS, TYP. EXISTING POST MOUNTED ACCESSIBLE PARKING SIGN, TYP. ONE PER STALL. EXISTING ACCESSIBLE PRIMARY ENTRANCE LINE OF EXISTING OVERHANG ABOVE EXISTING PARKING AREA (NO WORK) EXISTING PARKING AREA (NO WORK) 1 NOTE · THE ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5% AND A MAXIMUM CROSS SLOPE OF 2%. 17TH STREET EXISTING ADJACENT RETAIL TENANTS (NO WORK) AREA OF WORK 5,739 S.F. 17TH STREET EXISTING SIDEWALK TO REMAIN. NO WORK, EXISTING ACCESSIBLE PATH FROM ACCESSIBLE PARKING SPACES TO TENANT SPACE ENTRANCE. EXISTING ROUTE IS 5% MAX. RUNNING SLOPE WITH 2% MAX. CROSS SLOPE EXISTING ACCESSIBLE STALL AND ACCESS AISLE, TYP. EXISTING PIERS, TYP. EXISTING POST MOUNTED ACCESSIBLE PARKING SIGN, TYP. ONE PER STALL. EXISTING ACCESSIBLE PRIMARY ENTRANCE LINE OF EXISTING OVERHANG ABOVE EXISTING PARKING AREA (NO WORK) EXISTING PARKING AREA (NO WORK) EXISTING ACCESSIBLE RAMP WITH DETECTABLE WARNING. 17TH STREET EXISTING ADJACENT RETAIL TENANTS (NO WORK) EXISTING SIDEWALK TO REMAIN NO WORK AREA OF WORK 5,739 S.F. EXISTING ACCESSIBLE PATH OF TRAVEL FROM PUBLIC R.O.W. TO ACCESSIBLE ENTRANCE. DR I V E A I S L E IN T O S H O P I N G C E N T E R EXISTING PROPERTY LINE (ASSUMED) (OUTLOT IN EXISTING SHOPPING CENTER) 18'-0" 9' - 0 " 5' - 0 " 9' - 0 " 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - SCALE: 1 SP1.0 EXISTING SITE PLAN 1/32" = 1'-0" N SI T E P L A N SP1.0 EXISTING SITE TO REMAIN · NO WORK. NO CHANGES IN LEVELS OR RAMPS. · NO CHANGES TO EXISTING ACCESSIBLE PARKING STALLS. · NO CHANGES TO EXISTING ACCESSIBLE ROUTE EXISTING SIDEWALK TO REMAIN. NO WORK, EXISTING ACCESSIBLE STALL AND ACCESS AISLE, TYP. (BLUE STRIPING) EXISTING PIERS, TYP. EXISTING ACCESSIBLE PRIMARY ENTRANCE LINE OF EXISTING OVERHANG ABOVE EXISTING PARKING AREA (NO WORK) EXISTING PARKING AREA (NO WORK) 1 NOTE BASED ON SITE OBSERVATIONS, THE ACCESSIBLE ROUTE FROM THE R.O.W. AT 17TH STREET, AND FROM THE ACCESSIBLE PARKING, TO THE MAIN ENTRANCE IS IN COMPLIANCE WITH CHAPTER 11B OF THE CBC. 17TH STREET EXISTING ADJACENT RETAIL TENANTS (NO WORK) AREA OF WORK 5,739 S.F. 17TH STREET EXISTING SIDEWALK TO REMAIN. NO WORK, EXISTING ACCESSIBLE PATH FROM ACCESSIBLE PARKING SPACES TO TENANT SPACE ENTRANCE. EXISTING PIERS, TYP. EXISTING POST MOUNTED ACCESSIBLE PARKING SIGN, TYP. ONE PER STALL. (BOTTOM OF SIGN +- 5'-10" ABOVE PAVEMENT) EXISTING ACCESSIBLE PRIMARY ENTRANCE LINE OF EXISTING OVERHANG ABOVE EXISTING PARKING AREA (NO WORK) EXISTING PARKING AREA (NO WORK) EXISTING ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING. 17TH STREET EXISTING ADJACENT RETAIL TENANTS (NO WORK) EXISTING PUBLIC SIDEWALK TO REMAIN NO WORK AREA OF WORK 5,739 S.F. EXISTING ACCESSIBLE PATH OF TRAVEL FROM PUBLIC R.O.W. TO ACCESSIBLE ENTRANCE. DR I V E A I S L E IN T O S H O P I N G C E N T E R EXISTING PROPERTY LINE (ASSUMED) (OUTLOT IN EXISTING SHOPPING CENTER) 2 INTERNATIONAL SYMBOL OF ACCESSIBILITY. WHITE SYMBOL AND BORDER - BLUE BACKGROUND, TYPICAL FOR 2. EXISTING ACCESSIBLE PATH OF TRAVEL FROM PUBLIC R.O.W. TO ACCESSIBLE ENTRANCE. EXISTING PARKING AND TOW-AWAY SIGNS. 2 2 2 18'-0" 8' - 6 " 5' - 0 " 8' - 6 " 14'-11"3'-1 1/2" 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 3 4/ 2 8 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - SCALE: 1 SP1.0 EXISTING SITE PLAN 1/32" = 1'-0" N SI T E P L A N SP1.0 EXISTING SITE TO REMAIN · NO WORK. NO CHANGES IN LEVELS OR RAMPS. · NO CHANGES TO EXISTING ACCESSIBLE PARKING STALLS. · NO CHANGES TO EXISTING ACCESSIBLE ROUTE EXISTING SIDEWALK TO REMAIN. NO WORK, EXISTING ACCESSIBLE STALL AND ACCESS AISLE, TO BE RESTRIPED. REFER TO PARKING DETAIL EXISTING ACCESSIBLE PRIMARY ENTRANCE LINE OF EXISTING OVERHANG ABOVE EXISTING PARKING AREA (NO WORK) EXISTING PARKING AREA (NO WORK) 1 NOTE BASED ON SITE OBSERVATIONS, THE ACCESSIBLE ROUTE FROM THE R.O.W. AT 17TH STREET, AND FROM THE ACCESSIBLE PARKING, TO THE MAIN ENTRANCE IS IN COMPLIANCE WITH CHAPTER 11B OF THE CBC. 17TH STREET EXISTING ADJACENT RETAIL TENANTS (NO WORK) AREA OF WORK 5,739 S.F. 17TH STREET EXISTING SIDEWALK TO REMAIN. NO WORK, EXISTING PIERS, TYP. EXISTING POST MOUNTED ACCESSIBLE PARKING SIGN, TYP. ONE PER STALL. (BOTTOM OF SIGN +- 5'-10" ABOVE PAVEMENT) EXISTING ACCESSIBLE PRIMARY ENTRANCE LINE OF EXISTING OVERHANG ABOVE EXISTING PARKING AREA (NO WORK) EXISTING PARKING AREA (NO WORK) EXISTING ACCESSIBLE CURB RAMP WITH DETECTABLE WARNING. 17TH STREET EXISTING ADJACENT RETAIL TENANTS (NO WORK) EXISTING PUBLIC SIDEWALK TO REMAIN NO WORK AREA OF WORK 5,739 S.F. EXISTING ACCESSIBLE PATH OF TRAVEL FROM PUBLIC R.O.W. TO ACCESSIBLE ENTRANCE. DR I V E A I S L E IN T O S H O P I N G C E N T E R EXISTING PROPERTY LINE (ASSUMED) (OUTLOT IN EXISTING SHOPPING CENTER) 2 INTERNATIONAL SYMBOL OF ACCESSIBILITY. WHITE SYMBOL AND BORDER - BLUE BACKGROUND, TYPICAL FOR 2. EXISTING ACCESSIBLE PATH OF TRAVEL FROM PUBLIC R.O.W. TO ACCESSIBLE ENTRANCE. EXISTING PARKING AND TOW-AWAY SIGNS. 2 2 REWORK EXISTING CURB AS REQUIRED TO WIDEN THE EXISTING ACCESSIBLE STALL TO 9'-0" (±12") 3'-0" SQUARE 5 1/2" 5 1/2" 3" 2' - 6 1 / 2 " 2 1 / 2 " 3' - 0 " S Q U A R E R2 1/2"2" TYP 2" T Y P 1" R8" 3" 6" 4" 4" 7" 3" 4" 11 " BLUE PAINTED BACKGROUND COLOR 15090 PER FEDERAL STANDARD 595B WHITE PAINTED SYMBOL SIGN TO BE CENTERED AT THE INTERIOR OF PARKING STALL AND ALIGN WITH BOTTOM OF STALL 1" 3" 3"3" 3" 60 " M I N . T O B O T T O M O F L O W E S T MINIMUM FINE $250 RESERVED PARKING ELEVATION 60 " M A X . THE SIGN DESIGNATING THE PARKING SPACE AS ACCESSIBLE MUST DEPICT THE INTERNATIONAL SYMBOL OF ACCESSIBILITY(ISA). THE SIGN MUST ALSO USE TEXT TO IDENTIFY THE SPACE AS RESERVED. IT IS RECOMMENDED THAT THE U.S. DEPARTMENT OF TRANSPORTATION STANDARD R 7-8 SIGN BE MOUNTED IN FRONT OF AND CENTERED ON THE PARKING SPACE. STATE AND LOCAL CODES MAY HAVE VARING REQUIREMENTS SOME STATE OR LOCAL CODES REQUIRE AN ADDITIONAL SIGN THAT INDICATES A FINE AMOUNT PARKING IN THE RESERVED SPACE WITHOUT PARKING REGISTRATION FINE AMOUNT MAY VARY. THE VERTICAL SIGNAGE IS REQUIRED TO REMAIN VISIBLE WITH A VEHICLE PARKED IN THE SPACE. IT IS RECOMMENDED THAT THE BOTTOM EDGE OF THE LOWEST ADAAS REQUIRED SIGN BE MOUNTED AT 60" ABOVE FINISH GRADE. THE PARKING SIGNAGE MAY ALSO BE MOUNTED ON A WALL OR BUILDING. IT IS RECOMMENDED THAT THE HORIZONTAL DIMENSION FROM THE SIGN PLACEMENT TO THE FRONT OF THE SPACE BE 60" OR LESS. IF THE SIGN IS LOCATED WHERE IT COULD BE DAMAGED BY VEHICLES, A BOLLARD OR OTHER PROTECTION IS RECOMMENDED. SIGN 60" MIN. FU L L L E N G T H O F PA R K I N G S P A C E TYPICAL SITE PLAN MINIMUM FINE $250 RESERVED PARKING 1 8 ' - 0 " M I N . 9'-0" SCALE: 2 SP1.0 ACCESSIBLE PARKING DETAIL NOT TO SCALESCALE: 3 SP1.0 ACCESSIBLE PARKING SYMBOL DETAIL NOT TO SCALESCALE: 4 SP1.0 EXIST. CURB RAMP DETAIL NOT TO SCALE .48" MIN. PAVEMENT RUNNING SLOPE: 3.32% PAVEMENT CROSS SLOPE: 0.44% DO W N 3 3 4'-6"4'-0" 4'-6" RAMP RUNNING SLOPE: 8.3% (1:12 MAX) RAMP CROSS SLOPE: ±1.0% EXISTING STRIATED CONCRETE DETECTABLE WARNINGS. 5' - 0 " FLARE SIDES: 9.2% (1:10 MAX.) EXISTING STRIATED CONCRETE DETECTABLE WARNINGS RUNNING SLOPE % CROSS SLOPE % 7.17 0.61 0.35 0.26 4' - 2 " OUTLINE OF EXISTING BUILDING. 0.96 1.83 0.44 0.98 1.48 0.17 1 2 3 4 5 1 2 3 4 5 18'-0" 9' - 0 " 5' - 0 " 9' - 0 " 14'-11"3'-1 1/2" 1 ' - 0 " 4'-2" 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . DA T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 SCALE: 1 LS1.0 LIFE SAFETY PLAN 3/16" = 1'-0"SCALE: 2 LS1.0 HANDICAPPED TOILET ROOM ELEVATIONS AND DETAILS 3/8" = 1'-0" (TYPICAL) CONSTRUCTION TYPE: TYPE II-B UNPROTECTED UNSPRINKLED USE GROUP CLASSIFICATION: SALES AREA MERCANTILE GROUP M STOCK ROOM STORAGE GROUP S-1 REQ'D SEPARATION NONE OCCUPANCY CLASSIFICATION: BUILDING MERCANTILE GROUP M TENANT GROUP C2 MERCANTILE FIRE SUPPRESSION SYSTEM: YES NO OCCUPANCY LOADS: SALES FLOOR/ FITTING ROOM 3786 SQ FT DIVIDED BY 60 = 63 STOCK RM/TOILETS 1953 SQ FT DIVIDED BY 300 = 7 TOTAL: 70 OCCUPANTS SQUARE FOOTAGE: SALES FLOOR 3725 SQ FT STOCK ROOM 1841 SQ FT TOILET ROOM 112 SQ FT FITTING ROOM 61 SQ FT TOTAL LEASE: 5739 SQ FT EGRESS CAPACITY: TOTAL OCCUPANT LOAD: 70 OCCUPANTS EGRESS THRU FRONT ENTRANCE: 70 / 2 = 35 OCCUPANTS EGRESS CAPACITY: FRONT ENTRANCE:72" / .20 = 360 OCCUPANTS REAR EXIT DOOR:36" / .20 = 180 OCCUPANTS NOTE: REAR EXITS EQUIPPED WITH PANIC HARDWARE LS1.0 LI F E S A F E T Y P L A N 1 1 1 1 EX I T S I G N TOILET ROOM SIGN TOILET ROOM SIGN 2 x 4 2 x 4 2 x 4 2 x 4 2 x 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 4 FI T T I N G RO O M S I G N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 ST O C K RO O M S I G N DA T A RA C K SA L E S AR E A S I G N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 EX I T S I G N ST O C K RO O M S I G N 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SA L E S AR E A S I G N 4 4 44 2 2 2 2 2 2 SA L E S AR E A S I G N EXIT SIGN 2 1 X 4 1 X 4 3'- 0 7 / 8 " 6' - 2 1 / 8 " 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 22 2 2 2 2 2 2 TA C T I L E EX I T S I G N TA C T I L E EX I T S I G N TA C T I L E EX I T S I G N TACTILE EXIT SIGN TA C T I L E EX I T S I G N FE SALES AREA 100 STOCK AREA 101 CORRIDOR 105 TLT ROOM 102 FITTING ROOM 104 FIRE EXTINGUISHER IS TO BE INSTALLED ON INSIDE FACE OF CASH & WRAP COUNTER (AFTER FIXTURE DELIVERY TLT ROOM 103 FITTING ROOM SIGN EXIT SIGN & TACTILE EXIT SIGN. TOTAL TRAVEL DISTANCE ENTRANCE TO EXIT= 95'-8" EXIT/EMERGENCY LIGHT COMBO (TYP) UNISEX TOILET ROOM SIGN FE FIRE EXTINGUISHER (TYP) EXISTING ADJACENT RETAIL TENANT (NO WORK) 89'-0" TO FRONT EXIT 78'-7" TO FRONT EXIT 97 ' - 9 " TO F R O N T E X I T EXIT/EMERGENCY LIGHT COMBO (TYP) 73 ' - 1 " TO R E A R E X I T 50 ' - 4 " 48 ' - 5 " 4'-1 1 2"4'-0"4'-0" 5'-1 1 2" 3'- 6 " 3'- 0 7 8" 7'-0"7'-01 4" 4'-1 3 4" 38'-1 1 4" EXIT/ EMERGENCY LIGHT COMBO (TYP) 8' - 0 " 1 0 ' - 6 1 8" 74 ' - 6 1 8" 43 ' - 0 " TO F R O N T E X I T 93 ' - 7 " 11'-05 8"7'-8" 38'-53 4" EXIT/ EMERGENCY LIGHT COMBO (TYP) 6' - 7 1 8" 1-HR DOOR ASSEMBLY1-HR RATED PARTITION 4'-0" 4'-0"8'-105 8" 62 ' - 2 " 5' - 9 3 8" 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 5' - 3 1 8" 7' - 8 7 8" 4' - 0 " 4' - 0 " 4' - 0 " 5' - 9 3 8" 72'-7" TO FRONT EXIT EXIT SIGN & TACTILE EXIT SIGN. EXIT SIGN & TACTILE EXIT SIGN. EXIT SIGN & TACTILE EXIT SIGN. 50 ' - 1 " TO R E A R E X I T 1 0 1 ' - 0 " TO F R O N T E X I T 1 1 4 ' - 0 " TO F R O N T E X I T 36 ' - 0 " TO R E A R EX I T 101'-0"59'-0" DISTANCE TO EXIT PATH OF EGRESS DIRECTION OF TRAVEL FE FIRE EXTINGUISHER CEILING MOUNTED EXIT/EMERGENCY LIGHT LIFE SAFETY PLAN KEY 1-HR RATED FIRE PARTITION 8" MIN 17"-25" 6" MAX 11" MIN 27 " M I N 34 " M A X 40 " M A X T O R E F L E C T . S R F C 9" M I N 4" MAX 5"36" 3'-6" MIN12" 4'-6" MIN 1 9 " M I N 30"CLEAR 60"CLEAR 36 " M A X 17"-18"15" 42 " INSULATE ALL EXPOSED PIPE 42 " 1 8 "GB3 GB2GB1 TP 8" 60" CLEAR 40" GB1 TP GB2 MR1 PTH 48" CLEAR MR1 PTH 1 8 " 36 " M A X 6" MAX 11" MIN 27 " M I N 34 " M A X 9" M I N 48" CLEAR 8" MIN 30" CLEAR 1 5 " M I N 48 " M A X NOTE: GRAB BAR IS TO MEET ALL FEDERAL, STATE, & LOCAL CODE REQUIREMENTS. TOILET SIDE ELEVATION TOILET & LAV FRONT ELEVATION LAV SIDE ELEVATION DRINKING FOUNTAIN ELEVATIONS FIRE EXTINGUISHER DETAILS WHEN INSTALLED ON WALL SURFACE 40 " M A X FSD FIRE EXTINGUISHERS: REFER TO SCHEDULE OF RESPONSIBILITIES (SHEET T1) TO VERIFY THE PARTY RESPONSIBLE FOR INSTALLING FIRE EXTINGUISHERS. THE SAME RESPONSIBLE PARTY WILL BE REQUIRED TO HAVE THE FIRE EXTINGUISHERS LABELED WITH THE PROPER STATES INSPECTION TAG FIRE EXTINGUISHER TO BE AMREX 5LB. FIRE EXTINGUISHER, DRY CHEMICAL, 3A:40B:C OR APPROVED EQUAL. GB3 2'-0" FLOOR CLEARANCES CAN OVERLAP HIBBETT G.C. TO INSTALL CLEAR CAULK AROUND MIRROR 38 " - 4 3 " 18"x18" CLEAR FLOOR 60 " M A X A . F . F . 9" 34 " M I N - 4 6 " M A X 9" LC LC ACCESSIBILITY SIGN ANSI APPROVED E.S. PLASTIC NEMA RATED SELF EXTINGUISHING, WHITE RAISED GRAPHICS ON BLUE BACKGROUND, ADHESIVE MOUNTED NOTE: ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR CONTRAST, AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. DOOR SIGNAGE ELEVATIONS DOOR SIGNAGE DETAILS 8" 2" GRADE 2 BRAILLED CHARACTERS RAISED TEXT 48 " M I N A . F . F . 58 " - 6 0 " T O C . L . O F S Y M B O L 12" 1/4" TH. CIRCLE (BLUE IN COLOR) 1/4" TH. TRIANGLE (WHITE IN COLOR) SIGN SHALL COMPLY WITH CBC 11B-703.7.2.6.3 DOOR PULLS, HANDLES, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRING TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 8" 8" GRADE 2 BRAILLED CHARACTERS RAISED TEXT RAISED ACCESSIBILITY SYMBOL RAISED FEMALE AND MALE SYMBOLS GENDER NEUTRAL GENDER NEUTRAL 18" MIN TO T A B L E L I P CL E A R 34 " M A X 48 " M A X T O C O N T R O L 27 " M I N CHANGING STATION FRONT & SIDE ELEVATION BCS INSULATE ALL SUPPLY AND WASTE LINES REQUIREMENTS FOR BRAILLE: REFER TO SECTION 11B -703.1, 11B-703.2, 11B-703 & 11B-703.5 OF THE CALIFORNIA BUILDING CODE (1013.4) EXIT 1" UPPER CASE SANS SERIF TYPE CHARACTER, RAISED 1/32" INTEGRAL GRADE 2 BRAILLE 1'10" DOTS W/ 2/10" SPACE BETWEEN CELLS, RAISED 1/40"SECTION 703 TACTILE SIGNS 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - SCALE: 1 LS1.0 LIFE SAFETY PLAN 3/16" = 1'-0"SCALE: 2 LS1.0 HANDICAPPED TOILET ROOM ELEVATIONS AND DETAILS 3/8" = 1'-0" (TYPICAL) CONSTRUCTION TYPE: TYPE II-B UNPROTECTED UNSPRINKLED USE GROUP CLASSIFICATION: SALES AREA MERCANTILE GROUP M STOCK ROOM STORAGE GROUP S-1 REQ'D SEPARATION NONE OCCUPANCY CLASSIFICATION: BUILDING MERCANTILE GROUP M TENANT GROUP C2 MERCANTILE FIRE SUPPRESSION SYSTEM: YES NO OCCUPANCY LOADS: SALES FLOOR/ FITTING ROOM 3786 SQ FT DIVIDED BY 60 = 63 STOCK RM/TOILETS 1953 SQ FT DIVIDED BY 300 = 7 TOTAL: 70 OCCUPANTS SQUARE FOOTAGE: SALES FLOOR 3725 SQ FT STOCK ROOM 1841 SQ FT TOILET ROOM 112 SQ FT FITTING ROOM 61 SQ FT TOTAL LEASE: 5739 SQ FT EGRESS CAPACITY: TOTAL OCCUPANT LOAD: 70 OCCUPANTS EGRESS THRU FRONT ENTRANCE: 70 / 2 = 35 OCCUPANTS EGRESS CAPACITY: FRONT ENTRANCE:72" / .20 = 360 OCCUPANTS REAR EXIT DOOR:36" / .20 = 180 OCCUPANTS NOTE: REAR EXITS EQUIPPED WITH PANIC HARDWARE LS1.0 LI F E S A F E T Y P L A N 1 1 1 1 2 2 EX I T S I G N TOILET ROOM SIGN TOILET ROOM SIGN 2 x 4 2 x 4 2 x 4 2 x 4 2 x 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 4 FI T T I N G RO O M S I G N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 ST O C K RO O M S I G N DA T A RA C K SA L E S AR E A S I G N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 EX I T S I G N ST O C K RO O M S I G N 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SA L E S AR E A S I G N 4 4 44 2 2 2 2 2 2 SA L E S AR E A S I G N EXIT SIGN 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 22 2 2 2 2 2 2 TA C T I L E EX I T S I G N TA C T I L E EX I T S I G N TA C T I L E EX I T S I G N TACTILE EXIT SIGN TA C T I L E EX I T S I G N FE SALES AREA 100 STOCK AREA 101 CORRIDOR 105 TLT ROOM 102 FITTING ROOM 104 FIRE EXTINGUISHER IS TO BE INSTALLED ON INSIDE FACE OF CASH & WRAP COUNTER (AFTER FIXTURE DELIVERY TLT ROOM 103 FITTING ROOM SIGN EXIT SIGN & TACTILE EXIT SIGN. TOTAL TRAVEL DISTANCE ENTRANCE TO EXIT= 95'-8" EXIT/EMERGENCY LIGHT COMBO (TYP) UNISEX TOILET ROOM SIGN FE FIRE EXTINGUISHER (TYP) EXISTING ADJACENT RETAIL TENANT (NO WORK) 89'-0" TO FRONT EXIT 78'-7" TO FRONT EXIT 97 ' - 9 " TO F R O N T E X I T EXIT/EMERGENCY LIGHT COMBO (TYP) 73 ' - 1 " TO R E A R E X I T 50 ' - 4 " 48 ' - 5 " 4'-1 1 2 "4'-0"4'-0" 5'-1 1 2" 4' - 0 " 7'-0"7'-01 4"4'-1 3 4" 38'-1 1 4" EXIT/ EMERGENCY LIGHT COMBO (TYP) 8' - 0 " 1 0 ' - 6 1 8" 74 ' - 6 1 8" 43 ' - 0 " TO F R O N T E X I T 93 ' - 7 " 11'-05 8"7'-8" 38'-53 4" EXIT/ EMERGENCY LIGHT COMBO (TYP) 6' - 7 1 8" 1-HR DOOR ASSEMBLY1-HR RATED PARTITION 4'-0" 4'-0"8'-105 8" 62 ' - 2 " 5' - 9 3 8" 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 5' - 3 1 8" 7' - 8 7 8" 4' - 0 " 4' - 0 " 4' - 0 " 5' - 9 3 8" 72'-7" TO FRONT EXIT EXIT SIGN & TACTILE EXIT SIGN. EXIT SIGN & TACTILE EXIT SIGN. EXIT SIGN & TACTILE EXIT SIGN. 50 ' - 1 " TO R E A R E X I T 1 0 1 ' - 0 " TO F R O N T E X I T 1 1 4 ' - 0 " TO F R O N T E X I T 36 ' - 0 " TO R E A R EX I T EXIT/EMERGENCY LIGHT COMBO (TYP) 6' - 7 " 101'-0"59'-0" DISTANCE TO EXIT PATH OF EGRESS DIRECTION OF TRAVEL FE FIRE EXTINGUISHER CEILING MOUNTED EXIT/EMERGENCY LIGHT LIFE SAFETY PLAN KEY 1-HR RATED FIRE PARTITION 8" MIN 17"-25" 6" MAX 11" MIN 27 " M I N 34 " M A X 40 " M A X T O R E F L E C T . S R F C 9" M I N 4" MAX 5"36" 3'-6" MIN12" 4'-6" MIN 1 9 " M I N 30"CLEAR 60"CLEAR 36 " M A X 17"-18"15" 42 " INSULATE ALL EXPOSED PIPE 42 " 1 8 "GB3 GB2GB1 TP 8" 60" CLEAR 40" GB1 TP GB2 MR1 PTH 48" CLEAR MR1 PTH 1 8 " 36 " M A X 6" MAX 11" MIN 27 " M I N 34 " M A X 9" M I N 48" CLEAR 8" MIN 30" CLEAR 1 5 " M I N 48 " M A X NOTE: GRAB BAR IS TO MEET ALL FEDERAL, STATE, & LOCAL CODE REQUIREMENTS. TOILET SIDE ELEVATION TOILET & LAV FRONT ELEVATION LAV SIDE ELEVATION DRINKING FOUNTAIN ELEVATIONS FIRE EXTINGUISHER DETAILS WHEN INSTALLED ON WALL SURFACE 40 " M A X FSD FIRE EXTINGUISHERS: REFER TO SCHEDULE OF RESPONSIBILITIES (SHEET T1) TO VERIFY THE PARTY RESPONSIBLE FOR INSTALLING FIRE EXTINGUISHERS. THE SAME RESPONSIBLE PARTY WILL BE REQUIRED TO HAVE THE FIRE EXTINGUISHERS LABELED WITH THE PROPER STATES INSPECTION TAG FIRE EXTINGUISHER TO BE AMREX 5LB. FIRE EXTINGUISHER, DRY CHEMICAL, 3A:40B:C OR APPROVED EQUAL. GB3 2'-0" FLOOR CLEARANCES CAN OVERLAP HIBBETT G.C. TO INSTALL CLEAR CAULK AROUND MIRROR 38 " - 4 3 " 18"x18" CLEAR FLOOR 60 " M A X A . F . F . 9" 34 " M I N - 4 6 " M A X 9" LC LC ACCESSIBILITY SIGN ANSI APPROVED E.S. PLASTIC NEMA RATED SELF EXTINGUISHING, WHITE RAISED GRAPHICS ON BLUE BACKGROUND, ADHESIVE MOUNTED NOTE: ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR CONTRAST, AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. DOOR SIGNAGE ELEVATIONS DOOR SIGNAGE DETAILS 8" 2" GRADE 2 BRAILLED CHARACTERS RAISED TEXT 48 " M I N A . F . F . 58 " - 6 0 " T O C . L . O F S Y M B O L 12" 1/4" TH. CIRCLE (BLUE IN COLOR) 1/4" TH. TRIANGLE (WHITE IN COLOR) SIGN SHALL COMPLY WITH CBC 11B-703.7.2.6.3 DOOR PULLS, HANDLES, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRING TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 8" 8" GRADE 2 BRAILLED CHARACTERS RAISED TEXT RAISED ACCESSIBILITY SYMBOL RAISED FEMALE AND MALE SYMBOLS GENDER NEUTRAL GENDER NEUTRAL 18" MIN TO T A B L E L I P CL E A R 34 " M A X 48 " M A X T O C O N T R O L 27 " M I N CHANGING STATION FRONT & SIDE ELEVATION BCS INSULATE ALL SUPPLY AND WASTE LINES REQUIREMENTS FOR BRAILLE: REFER TO SECTION 11B -703.1, 11B-703.2, 11B-703 & 11B-703.5 OF THE CALIFORNIA BUILDING CODE (1013.4) EXIT 1" UPPER CASE SANS SERIF TYPE CHARACTER, RAISED 1/32" INTEGRAL GRADE 2 BRAILLE 1'10" DOTS W/ 2/10" SPACE BETWEEN CELLS, RAISED 1/40"SECTION 703 TACTILE SIGNS 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . DA T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 CANE TECHNIQUE CANE TECHNIQUE TWO HINGED DOORS IN SERIES LATCH SIDE APPROACH - SLIDING OR FOLDING DOORS SLIDE SIDE APPROACH - SLIDING OR FOLDING DOORS FRONT APPROACH - SLIDING OR FOLDING DOORS LATCH SIDE APPROACH SWINGING DOOR SIDE APPROACH - SWINGING DOOR LATCH SIDE APPROACH SWINGING DOOR FRONT APPROACH - SWINGING DOOR FRONT APPROACH - SWINGING DOOR HINGE SIDE APPROACH - SWINGING DOOR T-SHAPED SPACE FOR 180° TURNS SPACE NEEDED FOR U-TURN WHEELCHAIR TURNING SPACE MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR CLEARANCE FOR ALCOVE ADDITIONAL MANEUVERING ADDITIONAL MANEUVERING CLEARANCE FOR ALCOVE CLEAR FLOOR SPACE CLEAR FLOOR SPACE IN ALCOVE CLEAR FLOOR SPACE IN ALCOVE DIMENSIONS OF ADULT-SIZED WHEELCHAIR DIMENSIONS OF ADULT-SIZED WHEELCHAIR PARALLEL APPROACH FORWARD APPROACH DIMENSIONS OF ADULT-SIZED WHEELCHAIR DIMENSIONS OF ADULT-SIZED WHEELCHAIR MINIMUM CLEAR WIDTH FOR ONE WHEELCHAIRS CHANGES IN LEVEL CLEAR FLOOR SPACE BACK WALL OF SIDE WALL OFGRAB BARS AT WATER CLOSETS GRAB BARS AT WATER CLOSETS · · URINAL CLEARANCES SPOUT HEIGHT AND KNEE CLEARANCE 1 SECTION 402 ACCESSIBLE ROUTE SCALE: NTS 3 SECTION 602 DRINKING FOUNTAINS SCALE: NTS 7 SECTION 1118B.4 URINALS SCALE: NTS 8 SEC. 603.3 & 606 MIRROR & LAVATORIES SCALE: NTS 8 SECTIONS 304 & 305 CLEAR FLOOR & GROUND SPACE REQUIREMENTS SCALE: NTS10SECTION 404 DOORS SCALE: NTS 11 SEC. 904 CHECK OUT/ SALES/ SERVICE SCALE: NTS LAVATORY & MIRROR CLEARANCES FORWARD REACH 9 SEC. 308 REACH RANGE SCALE: NTS AUTOMATIC PAPER TOWEL MOUNTING HEIGHT NOTES: STANDARD STALL STANDARD STALL 2 SECTION 303 CHANGES IN LEVEL SCALE: NTS SECTION PLAN 4 SECTION 703 TACTILE SIGNS SCALE: NTS LOCATION INSTALLATION HEIGHT XXX XXX UNOBSTRUCTED OBSTRUCTED FORWARD REACH OBSTRUCTED SIDE REACH LS2.0 AC C E S S I B I L I T Y G U I D E L I N E S 1 6 ACCESSIBLE DOOR SIGNAGE SCALE: 3/8"=1'-0"5 ACCESSIBLE SIGNAGE LOCATION SCALE: 3/8"=1'-0" GENDER NEUTRAL GENDER NEUTRAL 12 CBC SECTION 115B SCALE: NTS B A 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - CANE TECHNIQUE CANE TECHNIQUE TWO HINGED DOORS IN SERIES LATCH SIDE APPROACH - SLIDING OR FOLDING DOORS SLIDE SIDE APPROACH - SLIDING OR FOLDING DOORS FRONT APPROACH - SLIDING OR FOLDING DOORS LATCH SIDE APPROACH SWINGING DOOR SIDE APPROACH - SWINGING DOOR LATCH SIDE APPROACH SWINGING DOOR FRONT APPROACH - SWINGING DOOR FRONT APPROACH - SWINGING DOOR HINGE SIDE APPROACH - SWINGING DOOR T-SHAPED SPACE FOR 180° TURNS SPACE NEEDED FOR U-TURN WHEELCHAIR TURNING SPACE MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR CLEARANCE FOR ALCOVE ADDITIONAL MANEUVERING ADDITIONAL MANEUVERING CLEARANCE FOR ALCOVE CLEAR FLOOR SPACE CLEAR FLOOR SPACE IN ALCOVE CLEAR FLOOR SPACE IN ALCOVE DIMENSIONS OF ADULT-SIZED WHEELCHAIR DIMENSIONS OF ADULT-SIZED WHEELCHAIR PARALLEL APPROACH FORWARD APPROACH DIMENSIONS OF ADULT-SIZED WHEELCHAIR DIMENSIONS OF ADULT-SIZED WHEELCHAIR MINIMUM CLEAR WIDTH FOR ONE WHEELCHAIRS CHANGES IN LEVEL CLEAR FLOOR SPACE BACK WALL OF SIDE WALL OFGRAB BARS AT WATER CLOSETS GRAB BARS AT WATER CLOSETS · · URINAL CLEARANCES SPOUT HEIGHT AND KNEE CLEARANCE 1 SECTION 402 ACCESSIBLE ROUTE SCALE: NTS 3 SECTION 602 DRINKING FOUNTAINS SCALE: NTS 7 SECTION 1118B.4 URINALS SCALE: NTS 8 SEC. 603.3 & 606 MIRROR & LAVATORIES SCALE: NTS 8 SECTIONS 304 & 305 CLEAR FLOOR & GROUND SPACE REQUIREMENTS SCALE: NTS10SECTION 404 DOORS SCALE: NTS 11 SEC. 904 CHECK OUT/ SALES/ SERVICE SCALE: NTS LAVATORY & MIRROR CLEARANCES FORWARD REACH 9 SEC. 308 REACH RANGE SCALE: NTS AUTOMATIC PAPER TOWEL MOUNTING HEIGHT NOTES: STANDARD STALL STANDARD STALL 2 SECTION 303 CHANGES IN LEVEL SCALE: NTS SECTION PLAN 4 SECTION 703 TACTILE SIGNS SCALE: NTS LOCATION INSTALLATION HEIGHT XXX XXX UNOBSTRUCTED OBSTRUCTED FORWARD REACH OBSTRUCTED SIDE REACH LS2.0 AC C E S S I B I L I T Y G U I D E L I N E S 1 6 ACCESSIBLE DOOR SIGNAGE SCALE: 3/8"=1'-0"5 ACCESSIBLE SIGNAGE LOCATION SCALE: 3/8"=1'-0" GENDER NEUTRAL GENDER NEUTRAL 12 CBC SECTION 115B SCALE: NTS B A 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 DEMO KEY NOTES IN THE EVENT THE CONTRACTOR ENCOUNTERS MATERIAL ON THE SITE REASONABLY BELIEVED TO BE ASBESTOS, POLYCHLORINATED BIPHENYL (PCB), OR OTHER TOXIC MATERIAL WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO HIBBETT SPORTS, INC. THE CONTRACTOR SHALL VERIFY THE CONSTRUCTION OF EXISTING FIRE ASSEMBLIES (PARTITIONS, FLOORS, ROOFS, DOORS, AND FRAMES) MEET THE RATINGS DESIGNATED ON THE DRAWINGS. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR SHALL MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO ATTAIN THE PROPER RATINGS AND TO MEET LOCAL GOVERNING CODES. THE INTEGRITY OF FIRE PROTECTIVE CONSTRUCTION SHALL BE MAINTAINED ON EXISTING COLUMNS, BEAMS AND FLOOR-CEILING ASSEMBLIES. PATCH ALL FIREPROOFING REQUIRED AND SEAL PENETRATIONS TO MAINTAIN RATINGS. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL CONSTRUCTION DOCUMENTS OF THE FACILITY. THE CONTRACTOR SHALL REMOVE ALL ABANDONED SYSTEMS AND CAP OR REMOVE EXISTING BRANCH LINES AS INDICATED IN THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. IF AN EXISTING SYSTEM IS TO REMAIN, RELOCATE AND/OR REROUTE AS REQUIRED. NEW LOCATION TO BE APPROVED BY HIBBETT SPORTS, INC PRIOR TO WORK BEING PERFORMED. THE CONTRACTOR SHALL SURVEY AND DETERMINE THE REMOVAL OF EXISTING CONSTRUCTION, EITHER WHOLE OR IN PART, AS REQUIRED FOR THE INSTALLATION OF NEW MECHANICAL, PLUMBING, AND ELECTRICAL WORK. THE CONTRACTOR SHALL NOTIFY THE HIBBETT SPORTS, INC OF ANY CONSTRUCTION DEFECTS FOUND IN UNCOVERING WORK IN THE EXISTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING DEFECTIVE WORK IN EXISTING CONSTRUCTION WITHIN THE LIMITS OF THE CONSTRUCTION AREA. THIS INCLUDES, BUT IS NOT LIMITED TO, UNEVEN SURFACES AND FINISHES AT PLASTER OR GYPSUM BOARD. THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH NEW ADJACENT SURFACES. PARTITION WALLS NOTED TO BE DEMOLISHED SHALL BE REMOVED TO THE FULL HEIGHT OF THE PARTITION UNLESS OTHERWISE NOTED. GENERAL NOTES: SCALE: 1 D1.0 DEMO FLOOR PLAN 3/16" = 1'-0"SCALE: 2 D1.0 DEMO CEILING PLAN 3/16" = 1'-0" 1. REMOVE ALL PARTITIONS IN THEIR ENTIRETY AS INDICATED UNLESS NOTED OTHERWISE (U.N.O.). PROTECT ADJACENT CONSTRUCTION TO REMAIN. 2. REMOVE EXISTING FURRING AROUND COLUMN. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 3. REMOVE EXISTING FIXTURES & EQUIPMENT AS INDICATED. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 4. REMOVE EXISTING PLUMBING FIXTURES AS INDICATED. PROTECT ADJACENT CONSTRUCTION TO REMAIN. CAP OFF ALL PLUMBING CONNECTIONS AS NEEDED. SEE P1.0 FOR NEW PLUMBING LAYOUT. 5. REMOVE EXISTING DOOR, FRAME, & HARDWARE AS INDICATED. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 6. REMOVE EXISTING FLOOR FINISHES TO CONCRETE SLAB. PREPARE FLOOR TO RECEIVE NEW FINISHES. SEE SHEET A3.0 FOR FLOOR FINISH PLAN. 7. EXISTING DOOR AND FRAME TO REMAIN. 8. EXISTING STOREFRONT GLAZING, DOORS, ETC. TO REMAIN. 9. REMOVE EXISTING DRYWALL CEILING AS INDICATED. 10. REMOVE EXISTING CEILING GRID & TILE AS INDICATED. SEE SHEET A4.0 FOR REFLECTED CEILING PLAN. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 11. REMOVE EXISTING BULKHEAD ABOVE. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 12. REMOVE EXISTING LIGHT FIXTURES AS INDICATED. SEE SHEET A4.0 FOR NEW LIGHTING LAYOUT. 13. REMOVE EXISTING ELECTRICAL DEVICES, OUTLETS, CONDUITS, THERMOSTATS, SPEAKERS, EQUIPMENT, & CONNECTIONS AS INDICATED. SEE E1.0 FOR ELECTRICAL LAYOUT. 14. REMOVE EXISTING HVAC DIFFUSERS & RETURN AIR GRILLES. SEE SHEET M1.0 FOR MECHANICAL LAYOUT. 15. EXISTING ROOF TRUSSES TO REMAIN. 16. EXISTING DUCTWORK, HVAC DIFFUSERS, & RETURN AIR GRILLES TO REMAIN. 17. EXISTING MOP SINK TO REMAIN. 18. REMOVE EXISTING BATTERY PACK FIXTURE. 19. REMOVE EXISTING DRYWALL . EXISTING STUDS TO REMAIN. NOTES: G.C. TO PROVIDE REFUSE CONTAINERS FOR ALL TRASH REMOVAL AND REMOVE ALL DEMOLITION MATERIALS FROM THE SPACE PRIOR TO THE START OF NEW CONSTRUCTION. KEY NOTE EXISTING WALLS TO REMAIN LEGEND: X EXISTING PERIMETER/DEMISING WALLS EXISTING WALLS/DOORS TO BE REMOVED SP SURFACE MOUNTED LIGHT FIXTURE TO BE REMOVED EXISTING LIGHT FIXTURE TO BE REMOVED EMERGENCY EXIT SIGN TO BE REMOVED EMERGENCY LIGHT FIXTURE TO BE REMOVED RECESSED LIGHT FIXTURE TO BE REMOVED STRIP LIGHT FIXTURE TO BE REMOVED SUPPLY AIR VENT TO BE REMOVED RESTROOM EXHAUST FAN TO REMAIN TRACK LIGHT FIXTURE TO BE REMOVED SPEAKER TO BE REMOVED SECURITY BUBBLE TO BE REMOVED EXISTING SUPPLY AIR VENT TO REMAIN EXISTING DIFFUSER TO REMAIN D1.0 DE M O L I T I O N P L A N S 1 6 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 22 1 33 4 4 5 5 1 5 5 5 5 5 1 1 1 1 1 1 1 1 1 6 6 7 .8 . .8 .8 8 B 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1212 12 12 12 12 1212 12 12 12 12 12 12 12 12 12 1212 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 TYP. 12 TYP. 12 TYP. 12 TYP. 12 12 12 9 9 9 9 9 12 12 11 11 11 11 11 11 11 11 11 11 11 12 12 12 12 13 13 14 14 14 14 1212 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 14 12 12 13 12 12 12 13 13 13 13 13 13 13 1313 13 14 14 14 14 18 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 18 12 13 16 16 16 16 16 1616 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 TYP. 10 10 6 6 4 66 3 3 3 3 3 10 10 10 10 17 9 19 19 1 1 SP A T A T T B B T SP SP SP SP SP SP SP 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 DEMO KEY NOTES IN THE EVENT THE CONTRACTOR ENCOUNTERS MATERIAL ON THE SITE REASONABLY BELIEVED TO BE ASBESTOS, POLYCHLORINATED BIPHENYL (PCB), OR OTHER TOXIC MATERIAL WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO HIBBETT SPORTS, INC. THE CONTRACTOR SHALL VERIFY THE CONSTRUCTION OF EXISTING FIRE ASSEMBLIES (PARTITIONS, FLOORS, ROOFS, DOORS, AND FRAMES) MEET THE RATINGS DESIGNATED ON THE DRAWINGS. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR SHALL MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO ATTAIN THE PROPER RATINGS AND TO MEET LOCAL GOVERNING CODES. THE INTEGRITY OF FIRE PROTECTIVE CONSTRUCTION SHALL BE MAINTAINED ON EXISTING COLUMNS, BEAMS AND FLOOR-CEILING ASSEMBLIES. PATCH ALL FIREPROOFING REQUIRED AND SEAL PENETRATIONS TO MAINTAIN RATINGS. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL CONSTRUCTION DOCUMENTS OF THE FACILITY. THE CONTRACTOR SHALL REMOVE ALL ABANDONED SYSTEMS AND CAP OR REMOVE EXISTING BRANCH LINES AS INDICATED IN THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. IF AN EXISTING SYSTEM IS TO REMAIN, RELOCATE AND/OR REROUTE AS REQUIRED. NEW LOCATION TO BE APPROVED BY HIBBETT SPORTS, INC PRIOR TO WORK BEING PERFORMED. THE CONTRACTOR SHALL SURVEY AND DETERMINE THE REMOVAL OF EXISTING CONSTRUCTION, EITHER WHOLE OR IN PART, AS REQUIRED FOR THE INSTALLATION OF NEW MECHANICAL, PLUMBING, AND ELECTRICAL WORK. THE CONTRACTOR SHALL NOTIFY THE HIBBETT SPORTS, INC OF ANY CONSTRUCTION DEFECTS FOUND IN UNCOVERING WORK IN THE EXISTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING DEFECTIVE WORK IN EXISTING CONSTRUCTION WITHIN THE LIMITS OF THE CONSTRUCTION AREA. THIS INCLUDES, BUT IS NOT LIMITED TO, UNEVEN SURFACES AND FINISHES AT PLASTER OR GYPSUM BOARD. THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH NEW ADJACENT SURFACES. PARTITION WALLS NOTED TO BE DEMOLISHED SHALL BE REMOVED TO THE FULL HEIGHT OF THE PARTITION UNLESS OTHERWISE NOTED. GENERAL NOTES: SCALE: 1 D1.0 DEMO FLOOR PLAN 3/16" = 1'-0"SCALE: 2 D1.0 DEMO CEILING PLAN 3/16" = 1'-0" 1. REMOVE ALL PARTITIONS IN THEIR ENTIRETY AS INDICATED UNLESS NOTED OTHERWISE (U.N.O.). PROTECT ADJACENT CONSTRUCTION TO REMAIN. 2. REMOVE EXISTING FURRING AROUND COLUMN. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 3. REMOVE EXISTING FIXTURES & EQUIPMENT AS INDICATED. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 4. REMOVE EXISTING PLUMBING FIXTURES AS INDICATED. PROTECT ADJACENT CONSTRUCTION TO REMAIN. CAP OFF ALL PLUMBING CONNECTIONS AS NEEDED. SEE P1.0 FOR NEW PLUMBING LAYOUT. 5. REMOVE EXISTING DOOR, FRAME, & HARDWARE AS INDICATED. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 6. REMOVE EXISTING FLOOR FINISHES TO CONCRETE SLAB. PREPARE FLOOR TO RECEIVE NEW FINISHES. SEE SHEET A3.0 FOR FLOOR FINISH PLAN. 7. EXISTING DOOR AND FRAME TO REMAIN. 8. EXISTING STOREFRONT GLAZING, DOORS, ETC. TO REMAIN. 9. REMOVE EXISTING DRYWALL CEILING AS INDICATED. 10. REMOVE EXISTING CEILING GRID & TILE AS INDICATED. SEE SHEET A4.0 FOR REFLECTED CEILING PLAN. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 11. REMOVE EXISTING BULKHEAD ABOVE. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 12. REMOVE EXISTING LIGHT FIXTURES AS INDICATED. SEE SHEET A4.0 FOR NEW LIGHTING LAYOUT. 13. REMOVE EXISTING ELECTRICAL DEVICES, OUTLETS, CONDUITS, THERMOSTATS, SPEAKERS, EQUIPMENT, & CONNECTIONS AS INDICATED. SEE E1.0 FOR ELECTRICAL LAYOUT. 14. REMOVE EXISTING HVAC DIFFUSERS & RETURN AIR GRILLES. SEE SHEET M1.0 FOR MECHANICAL LAYOUT. 15. EXISTING ROOF TRUSSES TO REMAIN. 16. EXISTING DUCTWORK, HVAC DIFFUSERS, & RETURN AIR GRILLES TO REMAIN. 17. EXISTING MOP SINK TO REMAIN. 18. REMOVE EXISTING BATTERY PACK FIXTURE. 19. REMOVE EXISTING DRYWALL . EXISTING STUDS TO REMAIN. NOTES: G.C. TO PROVIDE REFUSE CONTAINERS FOR ALL TRASH REMOVAL AND REMOVE ALL DEMOLITION MATERIALS FROM THE SPACE PRIOR TO THE START OF NEW CONSTRUCTION. KEY NOTE EXISTING WALLS TO REMAIN LEGEND: X EXISTING PERIMETER/DEMISING WALLS EXISTING WALLS/DOORS TO BE REMOVED SP SURFACE MOUNTED LIGHT FIXTURE TO BE REMOVED EXISTING LIGHT FIXTURE TO BE REMOVED EMERGENCY EXIT SIGN TO BE REMOVED EMERGENCY LIGHT FIXTURE TO BE REMOVED RECESSED LIGHT FIXTURE TO BE REMOVED STRIP LIGHT FIXTURE TO BE REMOVED SUPPLY AIR VENT TO BE REMOVED RESTROOM EXHAUST FAN TO REMAIN TRACK LIGHT FIXTURE TO BE REMOVED SPEAKER TO BE REMOVED SECURITY BUBBLE TO BE REMOVED EXISTING SUPPLY AIR VENT TO REMAIN EXISTING DIFFUSER TO REMAIN D1.0 DE M O L I T I O N P L A N S 1 6 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 22 1 33 4 4 5 5 1 5 5 5 5 5 1 1 1 1 1 1 1 1 1 6 6 7 .8 . . 8 .8 8 B 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1212 12 12 12 12 1212 12 12 12 12 12 12 12 12 12 1212 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 TYP. 12 TYP. 12 TYP. 12 TYP. 12 12 12 9 9 9 9 9 12 12 11 11 11 11 11 11 11 11 11 11 11 12 12 12 12 13 13 14 14 14 14 1212 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 14 12 12 13 12 12 12 13 13 13 13 13 13 13 1313 13 14 14 14 14 18 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 18 12 13 16 16 16 16 16 1616 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 TYP. 10 10 6 6 4 66 3 3 3 3 3 10 10 10 10 17 9 19 19 1 1 SP A T A T T B B T SP SP SP SP SP SP SP 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . DA T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 CONTRACTOR NOTES: SCALE: 1 A1.0 FLOOR PLAN 3/16" = 1'-0" ENSURE THERE IS GYP. BD. INSTALLED TO THE DECK ON HIBBETT'S SIDE OF DEMISING WALLS, SEE T1.0 FOR RESPONSIBILITY. HIBBETT SPORTING GOODS, INC. IS RESPONSIBLE FOR THE DESIGN INTERPRETATION OF THE CONSTRUCTION DOCUMENTS. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR APPROVAL WILL BE CORRECTED BY THE CONTTRACTOR AT THE CONTRACTOR'S COST. FIRE EXTINGUISHER, ELECTRICAL PANELS, TELEPHONE EQUIPMENT BOARDS, ETC., SHALL BE LOCATED IN ACCORDANCE WITH REQUIREMENTS SET BY THE GOVERNING AGENCIES. ANY LOCATIONS NOT SHOWN SHALL BE VERIFIED WITH HIBBETT SPORTING GOODS, INC. PRIOR TO ROUGH-IN AND INSTALLATION. MAINTAIN INTEGRITY OF FIRE WALL RATING REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY THEIR SUBCONTRACTOR'S WORK. IN THE CONTRACTOR ENCOUNTERS MATERIAL ON THE SITE BELIEVED TO BE ASBESTOS, POLYCHLORINATED BIPHENYL (PCB), OR OTHER TOXIC MATERIAL WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION IN WRITING TO THE OWNER AND HIBBETT SPORTING GOODS, INC. THE CONTRACTOR SHALL VERIFY THE CONSTRUCTION OF EXISTING FIRE RATED ASSEMBLIES (PARTITIONS, FLOORS, ROOFS, DOORS, AND FRAMES) MEET THE RATINGS DESIGNATED ON THE DRAWINGS. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR SHALL MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO ATTAIN THE PROPER RATINGS AND TO MEET LOCAL GOVERNING CODES. CONTRACTOR IS TO MAINTAIN ALL EXISTING AND NEW FIRE RATED CONSTRUCTION. PATCH AND SEAL ALL PENETRATIONS AS REQUIRED TO MAINTAIN FIRE RATINGS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF AS-BUILT CONSTRUCTION, AND NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE AS-BUILT CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL REMOVE ALL ABANDONED SYSTEMS AND CAP OR REMOVE EXISTING BRANCH LINES AS INDICATED IN THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. IF AN EXISTING SYSTEM IS TO REMAIN, RELOCATE AND/OR REROUTE AS REQUIRED. THE CONTRACTOR SHALL SURVEY AND DETERMINE THE REMOVAL OF EXISTING CONSTRUCTION, EITHER WHOLE OR IN PART, AS REQUIRED FOR THE INSTALLATION OF NEW MECHANICAL, PLUMBING, AND ELECTRICAL WORK. THE CONTRACTOR SHALL NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY CONSTRUCTION DEFECTS FOUND WHEN UNCOVERING WORK AT THE CONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING DEFECTIVE WORK IN EXISTING CONSTRUCTION WITHIN THE LIMITS OF THE CONSTRUCTION AREA. THIS INCLUDES, BUT IS NOT LIMITED TO, UNEVEN SURFACES AND FINISHES AT PLASTER OR GYPSUM BOARD. THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH NEW ADJACENT SURFACES. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR HIBBETT SPORTING GOODS, INC. APPROVAL WILL BE CORRECTED BY THE CONTRACTOR AT CONTRACTOR'S COST. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF AS-BUILT CONSTRUCTION, AND NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE AS-BUILT CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS ARE NOT ADJUSTABLE UNLESS NOTED WITH PLUS/MINUS TOLERANCE. DIMENSIONS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCRETE - FROM FACE OF CONCRETE TO FACE OF CONCRETE MASONRY - FROM FACE OF MASONRY TO FACE OF MASONRY OR FINISHED FACE OF INTERIOR WALL INTERIOR WALLS - FROM FINISHED FACE OF GYP BD TO FINISHED FACE OF GYP BD UNLESS NOTED OTHERWISE INTERIOR ELEVATION - FROM FINISHED FLOOR TO FINISHED CEILING OR FINISHED WALL TO FINISHED WALL DOOR SHALL BE LOCATED WITH 18" MIN. CLEAR ON LATCH PULL SIDE AND 12" MIN. CLEAR ON LATCH PUSH SIDE, UNLESS OTHERWISE NOTED. DIMENSION NOTES: 1 SCALE: 2 A1.0 COLUMN DETAIL 3/4" = 1'-0" PARTITION KEY NOTE EXISTING WALLS TO REMAIN LEGEND: EXISTING PERIMETER/DEMISING WALLS NEW FULL HEIGHT PARTITION X NEW 4'-0" PARTITION A1.0 DI M E N S I O N E D F L O O R P L A N 1 1 1 1 1 1 1 DA T A RA C K STOCK AREA 101 TLT ROOM 102 TLT ROOM 103 FITTING ROOM 104 PLY ALONG ALL EXTERIOR WALLS, TYP. SEE DETAIL A/A2.3 FITTING ROOM BENCH. SEE DETAIL 9/A2.2 SAW CUT AND REMOVE EXISTING CONCRETE SLAB AS REQUIRED TO INSTALL NEW CONDUITS FOR POWER AND DATA. PATCH SLAB AS REQUIRED TO MATCH EXISTING ADJACENT FLOOR CONSTRUCTION. SEE SHEETS E1.0 & E4.0 FOR DETAILS. 5 1'-0" SENSORMATIC PEDESTALS (2 TYP) P5 EXISTING ADJACENT RETAIL TENANT (NO WORK) 6' - 0 " 4' - 0 " 8' - 0 " 4 7 8" 5' - 1 0 5 8" 5' - 6 1 4" 68 ' - 1 1 7 8" ± 9 5 ' - 5 7 8" E X T E N T O F D E M I S E D A R E A 7'-0"7'-01 4"4'-1 3 4"47 8"38'-23 4" ± 60'-05 8" EXTENT OF DEMISED AREA 1 9 ' - 9 1 4" 4'-8 3 8"1'-61 2" 1'-61 2" 1 ' - 1 3 4" 1'-61 2" 11'-1 3 8" 47 8" 7'-8" 47 8" 21'-5"17'-21 4" 4' - 8 5 8" 21 ' - 1 0 " 4' - 8 " 5' - 3 1 2" 6' - 2 1 8" 6' - 0 " 6' - 2 1 8" 1 9 ' - 0 1 2" 1 9 ' - 9 5 8" 1 ' - 0 " 8" 9 1 8"3'- 0 " 6' - 0 " 3'- 0 " 63 ' - 0 " 3'- 0 " 734" 3'- 0 " 1 1 ' - 0 7 8" 19'-1 1 2" 71 8" 37'-51 4" 8' - 0 " 478" G.C. TO BUILD OUT COLUMN AROUND EXISTING BEAM. SEE DETAIL 2/A1.0 & ELEVATION 2/A2.2 FOR FURTHER INFORMATION. G.C. TO BUILD OUT COLUMN AROUND EXISTING BEAM. SEE DETAIL 2/A1.0 & ELEVATION 2/A2.2 FOR FURTHER INFORMATION. 6" 6'-6"3'-0" 5 6R 3 4 4 P7 P7 P6 P8 P2 SALES AREA 100 93 ' - 8 1 2" I N S I D E T O I N S I D E P4 8'-03 4" 6"8" 3'-61 4" 1 ' - 1 3 4" 1 ' - 1 3 4" 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) 2 7 5" 8" 5" 8' - 3 7 8" 6' - 0 1 2" 478" 30 ' - 9 1 8" 13'-1 1 2" SIM. SIM. P9 P3 1 P11 P1 3'-41 4" P9 P9 P10 CORRIDOR 105 PLY 9" 3'-0" PLY 1 ' - 7 1 2" 3'- 0 " EXISTING F.H. DEMISING WALL LINE OF EXISTING OVERHANG ABOVE LINE OF EXISTING OVERHANG ABOVE 2' - 4 1 2" 478" 3'- 6 " 1 1 ' - 4 5 8" 3'-6" 47 8" 10'-71 4" 10'-23 8" 1 0 ' - 1 1 3 4" 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) SYM. 418" 1 4 ' - 8 5 8" NE W 1 - H O U R F I R E R A T E D W A L L 8'-55 8" 1-HOUR FIRE RATED WALL SIM. P5 SIM. EXTEND EXISTING PARTITION UP TO UNDERSIDE OF ROOF DECK ABOVE & PROVIDE 1 LAYER 5/8" FIRE CODE DRYWALL UP TO UNDERSIDE OF DECK ABOVE EXISTING WALL NEW WALL P2 SIM. P12 P12 WALL PARTITION 1 HOUR RATED ANSI/UL 263 - DESIGN NO. U419 PARTITION LEGEND TOILET ROOM NOTE: DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD, U.N.O. TLT ROOM CORRIDOR SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES FITTING ROOM PARTITION P2 P4 P3 P1 P6 FITTING ROOM/STOCK ROOMP7 EXISTING PLUMBING WALLP11 EXISTING EXTERIOR WALLP9 EXISTING DEMISING WALLP10 DISPLAY WALL PARTITIONP5 CEILING TRACK ATTACHED TO CEILING GRID 3 5/8"-20 GA. STEEL STUDS @ 16" O.C. W/ TYPE "X" 5/8" GYP. BD. ON EACH SIDE CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES TLT ROOM TLT ROOM SEE FINISH NOTES FOR FLOOR FINISH 5 1/2" 20 GA. METAL STUD CROSS BRACE @ 32" O.C.. CONNECTED TO CEILING JOISTS WITH #10 SCREW AT 32" O.C. CONTINUOUS METAL STUD TOP TRACK 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. CORRIDOR SALES AREA SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. EXISTING ROOF JOIST HOLD STUD MIN. 1" BELOWW TRACK CONTINUOUS TOP TRACK W/ 3" SLOTTED LEG - ATTACHED TO UNDERSIDE OF B.J. TOP CHORP 1 " SCRIBE DOWN TO DECK ABOVE CEILING TILE & GRID 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM FIRE CAULK AS REQ'D SALES AREA NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS TOP TRACK CLIP EACH CROSS BRACE TO FORM A FLANGE TO FASTEN INTO TOP TACK 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ALTERNATE 4 #4 10-16 FASTENERS, TYP. 3 5/8" 20 GA. METAL STUD CROSS BRACE. LOCATE @ B.J. PANEL POINTS ACROSS 2 TRUSSES MIN. EXISTING ROOF DECK EXISTING ROOF JOIST CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C.CEILING TILE & GRID CORRIDOR STOCK ROOM SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. EXISTING ROOF JOIST 1 " HOLD STUD MIN. 1" BELOWW TRACK CONTINUOUS TOP TRACK W/ 3" SLOTTED LEG - ATTACHED TO UNDERSIDE OF B.J. TOP CHORP FIRE CAULK AS REQ'D 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS SCRIBE DOWN TO DECK ABOVE SALES AREA STOREFRONT FITTING ROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS TOP TRACK CLIP EACH CROSS BRACE TO FORM A FLANGE TO FASTEN INTO TOP TACK 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ALTERNATE 4 #4 10-16 FASTENERS, TYP. EXISTING ROOF DECK CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. STOCK ROOM 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM FITTING ROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS TOP TRACK CLIP EACH CROSS BRACE TO FORM A FLANGE TO FASTEN INTO TOP TACK 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ALTERNATE 4 #4 10-16 FASTENERS, TYP. CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. SALES AREA 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM CEILING TILE & GRID CONT. CROSS BRACE TO NEXT TRUSS WALL PARTITION 1 HOUR RATED ANSI/UL 263 - DESIGN NO. U419 3 5/8" 20 GA. METAL STUD CROSS BRACE. LOCATE @ B.J. PANEL POINTS ACROSS 2 TRUSSES MIN. EXISTING ROOF DECK CONT. CROSS BRACE TO NEXT TRUSS CONT. CROSS BRACE TO NEXT TRUSS 3 5/8" 20 GA. METAL STUD CROSS BRACE. LOCATE @ B.J. PANEL POINTS ACROSS 2 TRUSSES MIN. 3 5/8"-20 GA. STEEL STUDS @ 16" O.C. W/ TYPE "X" 5/8" GYP. BD. ON EACH SIDE 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS EXISTING ROOF DECK P8 STOCK ROOM/SALES AREA STOCK ROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS TOP TRACK CLIP EACH CROSS BRACE TO FORM A FLANGE TO FASTEN INTO TOP TACK 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ALTERNATE 4 #4 10-16 FASTENERS, TYP. CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. SALES AREA CEILING TILE & GRID 3 5/8" 20 GA. METAL STUD CROSS BRACE. LOCATE @ B.J. PANEL POINTS ACROSS 2 TRUSSES MIN. EXISTING ROOF DECK CONT. CROSS BRACE TO NEXT TRUSS PROVIDE SOLID WOOD DIAGONAL BRACING FROM BOTTOM TO TOP CHORD TYP. AT ALL DIAGONAL WALL BRACE. PROVIDE SOLID WOOD DIAGONAL BRACING FROM BOTTOM TO TOP CHORD TYP. AT ALL DIAGONAL WALL BRACE. EXISTING ROOF JOIST EXISTING ROOF JOIST EXISTING ROOF JOIST PROVIDE SOLID WOOD DIAGONAL BRACING FROM BOTTOM TO TOP CHORD TYP. AT ALL DIAGONAL WALL BRACE. 1 " CONTINUOUS 16" GA TOP TRACK W/3" SLOTTED LEG - ATTACHED TO STUDS W/ #12 TEK SCREWS @ 16" O.C. EACH SIDE SIMPSON SC W/3.25 W/2 #14 SHOULDERED SCREWS IN THE VERTICALLY SLOTTED HOLES. SCREWS TO BE CENTERED IN THE SLOTS. ATTACH CLIP TO UNDERSIDE OF EXISTING ROOF DECK ABOVE CONTINUOUS 3 5 8" 20 GA TRACK W/3' SLOTTED LEGS ATTACHED TO DECK LOW CELLS IF METAL DECK SCRIBE DRYWALL TO EXIST. DECK NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES NEW WALL: 5/8" FIRECODE DRYWALL EACH SIDE OF 3 5/8" MTL STUDS @ 16" O.C. EXIST. PARTITION: (± 12'-0" HIGH) REMOVE EXIST. DW & PROVIDE NEW 5 8" FIRECODE DRYWALL EACH SIDE OF STUDS TYP. FLOOR TO DECK. 3 5/8" 20. GA DIAG. BRACES @ 32" O.C. ATT. TOP & BOTTOM CONT. TRACK ATT TO VERTICAL WALL STUDS (TOILET SIDE) EXISTING FLOOR SECTION THRU MODIFIED PARTITION UL - DESIGN NO U419 P12 PROVIDE CONTINUOUS FIRE CAULK BOTH SIDES OF THE WALL. 3 5/8" MTL STUD ATTACHED TO DECK - TYP. @ DIAGONAL BRACE LOCATIONS. PROVIDE CONTINUOUS FIRE CAULK BOTH SIDES OF THE WALL. TOILET ROOM WALL PARTITION 1 HR RATED ANSI/UL 263 - DESIGN NO U419 3 5/8"-20 GA. STEEL STUDS @ 16" O.C. W/ TYPE "X" 5/8" GYP. BD. ON EACH SIDE GB1 P4 1x4 BASE TRIM AROUND FULL BOTTOM PERIMETER OF COLUMN, PAINT EXISTING I-BEAM 1'-6 1/2" 1 ' - 1 3 / 4 " T2 GYPSUM BOARD WRAPPED COLUMN STUDS, PAINT P2 1-5/8" 20 GA. MTL STUDS CORNER TRIM ALL CORNERS UP TO 10'-0" A.F.F., PAINT P2 T4 P4 1x4 TRIM AROUND FULL PERIMETER OF COLUMN AT 10'-4" A.F.F., PAINT T2 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - CONTRACTOR NOTES: SCALE: 1 A1.0 FLOOR PLAN 3/16" = 1'-0" ENSURE THERE IS GYP. BD. INSTALLED TO THE DECK ON HIBBETT'S SIDE OF DEMISING WALLS, SEE T1.0 FOR RESPONSIBILITY. HIBBETT SPORTING GOODS, INC. IS RESPONSIBLE FOR THE DESIGN INTERPRETATION OF THE CONSTRUCTION DOCUMENTS. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR APPROVAL WILL BE CORRECTED BY THE CONTTRACTOR AT THE CONTRACTOR'S COST. FIRE EXTINGUISHER, ELECTRICAL PANELS, TELEPHONE EQUIPMENT BOARDS, ETC., SHALL BE LOCATED IN ACCORDANCE WITH REQUIREMENTS SET BY THE GOVERNING AGENCIES. ANY LOCATIONS NOT SHOWN SHALL BE VERIFIED WITH HIBBETT SPORTING GOODS, INC. PRIOR TO ROUGH-IN AND INSTALLATION. MAINTAIN INTEGRITY OF FIRE WALL RATING REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY THEIR SUBCONTRACTOR'S WORK. IN THE CONTRACTOR ENCOUNTERS MATERIAL ON THE SITE BELIEVED TO BE ASBESTOS, POLYCHLORINATED BIPHENYL (PCB), OR OTHER TOXIC MATERIAL WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION IN WRITING TO THE OWNER AND HIBBETT SPORTING GOODS, INC. THE CONTRACTOR SHALL VERIFY THE CONSTRUCTION OF EXISTING FIRE RATED ASSEMBLIES (PARTITIONS, FLOORS, ROOFS, DOORS, AND FRAMES) MEET THE RATINGS DESIGNATED ON THE DRAWINGS. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR SHALL MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO ATTAIN THE PROPER RATINGS AND TO MEET LOCAL GOVERNING CODES. CONTRACTOR IS TO MAINTAIN ALL EXISTING AND NEW FIRE RATED CONSTRUCTION. PATCH AND SEAL ALL PENETRATIONS AS REQUIRED TO MAINTAIN FIRE RATINGS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF AS-BUILT CONSTRUCTION, AND NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE AS-BUILT CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL REMOVE ALL ABANDONED SYSTEMS AND CAP OR REMOVE EXISTING BRANCH LINES AS INDICATED IN THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. IF AN EXISTING SYSTEM IS TO REMAIN, RELOCATE AND/OR REROUTE AS REQUIRED. THE CONTRACTOR SHALL SURVEY AND DETERMINE THE REMOVAL OF EXISTING CONSTRUCTION, EITHER WHOLE OR IN PART, AS REQUIRED FOR THE INSTALLATION OF NEW MECHANICAL, PLUMBING, AND ELECTRICAL WORK. THE CONTRACTOR SHALL NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY CONSTRUCTION DEFECTS FOUND WHEN UNCOVERING WORK AT THE CONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING DEFECTIVE WORK IN EXISTING CONSTRUCTION WITHIN THE LIMITS OF THE CONSTRUCTION AREA. THIS INCLUDES, BUT IS NOT LIMITED TO, UNEVEN SURFACES AND FINISHES AT PLASTER OR GYPSUM BOARD. THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH NEW ADJACENT SURFACES. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR HIBBETT SPORTING GOODS, INC. APPROVAL WILL BE CORRECTED BY THE CONTRACTOR AT CONTRACTOR'S COST. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF AS-BUILT CONSTRUCTION, AND NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE AS-BUILT CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS ARE NOT ADJUSTABLE UNLESS NOTED WITH PLUS/MINUS TOLERANCE. DIMENSIONS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCRETE - FROM FACE OF CONCRETE TO FACE OF CONCRETE MASONRY - FROM FACE OF MASONRY TO FACE OF MASONRY OR FINISHED FACE OF INTERIOR WALL INTERIOR WALLS - FROM FINISHED FACE OF GYP BD TO FINISHED FACE OF GYP BD UNLESS NOTED OTHERWISE INTERIOR ELEVATION - FROM FINISHED FLOOR TO FINISHED CEILING OR FINISHED WALL TO FINISHED WALL DOOR SHALL BE LOCATED WITH 18" MIN. CLEAR ON LATCH PULL SIDE AND 12" MIN. CLEAR ON LATCH PUSH SIDE, UNLESS OTHERWISE NOTED. DIMENSION NOTES: SCALE: 2 A1.0 COLUMN DETAIL 3/4" = 1'-0" PARTITION KEY NOTE EXISTING WALLS TO REMAIN LEGEND: EXISTING PERIMETER/DEMISING WALLS NEW FULL HEIGHT PARTITION X NEW 4'-0" PARTITION A1.0 DI M E N S I O N E D F L O O R P L A N 1 1 2 2 2 2 2 DA T A RA C K STOCK AREA 101 TLT ROOM 102 TLT ROOM 103 FITTING ROOM 104 PLY ALONG ALL EXTERIOR WALLS, TYP. SEE DETAIL A/A2.3 FITTING ROOM BENCH. SEE DETAIL 9/A2.2 SAW CUT AND REMOVE EXISTING CONCRETE SLAB AS REQUIRED TO INSTALL NEW CONDUITS FOR POWER AND DATA. PATCH SLAB AS REQUIRED TO MATCH EXISTING ADJACENT FLOOR CONSTRUCTION. SEE SHEETS E1.0 & E4.0 FOR DETAILS. 5 1'-0" SENSORMATIC PEDESTALS (2 TYP) P5 EXISTING ADJACENT RETAIL TENANT (NO WORK) 6' - 0 " 4' - 0 " 8' - 0 " 478" 5' - 1 0 5 8" 5' - 6 1 4" 68 ' - 1 1 7 8" ± 9 5 ' - 5 7 8" E X T E N T O F D E M I S E D A R E A 7'-0"7'-01 4" 4'-1 3 4" 47 8"38'-23 4" ± 60'-05 8" EXTENT OF DEMISED AREA 1 9 ' - 9 1 4" 4'-83 8"1'-61 2"1'-61 2" 1 ' - 1 3 4" 1'-4" 11'-1 3 8" 47 8" 7'-8" 47 8" 21'-5"17'-21 4" 4' - 8 5 8" 21 ' - 1 0 " 4' - 8 " 5' - 3 1 2 " 6' - 2 1 8" 6' - 0 " 6' - 2 1 8 " 1 9 ' - 0 1 2" 1 9 ' - 9 5 8" 1 ' - 0 " 8" 918" 3' - 0 " 6' - 0 " 3' - 0 " 63 ' - 0 " 3' - 0 " 734" 3' - 0 " 1 1 ' - 0 7 8" 19'-1 1 2" 71 8" 37'-51 4" 8' - 0 " 478" G.C. TO BUILD OUT COLUMN AROUND EXISTING BEAM. SEE DETAIL 2/A1.0 & ELEVATION 2/A2.2 FOR FURTHER INFORMATION. G.C. TO BUILD OUT COLUMN AROUND EXISTING BEAM. SEE DETAIL 2/A1.0 & ELEVATION 2/A2.2 FOR FURTHER INFORMATION. 6" 6'-6"3'-0" 5 6R 3 4 4 P7 P7 P6 P8 P2 SALES AREA 100 93 ' - 8 1 2" I N S I D E T O I N S I D E P4 8'-03 4" 6"8" 3'-61 4 " 1 ' - 1 3 4" 1 ' - 4 " 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) 2 7 5" 8" 5" 8' - 3 7 8" 6' - 0 1 2" 478" 30 ' - 9 1 8" 13'-1 1 2" SIM. SIM. P9 P3 1 P11 P1 3'-41 4" P9 P9 P10 CORRIDOR 105 PLY 9" 3'-0" PLY 1 ' - 7 1 2" 3' - 0 " EXISTING F.H. DEMISING WALL LINE OF EXISTING OVERHANG ABOVE LINE OF EXISTING OVERHANG ABOVE 2' - 4 1 2" 478" 3' - 6 " 1 1 ' - 4 5 8" 3'-6" 47 8" 10'-71 4" 10'-23 8" 1 0 ' - 1 1 3 4" 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) SIM. 418" 1 4 ' - 8 5 8" NE W 1 - H O U R F I R E R A T E D W A L L 8'-55 8" 1-HOUR FIRE RATED WALL SIM. P5 SIM. EXTEND EXISTING PARTITION UP TO UNDERSIDE OF ROOF DECK ABOVE & PROVIDE 1 LAYER 5/8" FIRE CODE DRYWALL UP TO UNDERSIDE OF DECK ABOVE EXISTING WALL NEW WALL P2 SIM. P12 P12 EXISTING TRUSSES RUN FRONT TO BACK - - WALL PARTITION 1 HOUR RATED ANSI/UL 263 - DESIGN NO. U419 PARTITION LEGEND TOILET ROOM NOTE: DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD, U.N.O. FITTING ROOM PARTITION P2 P4 P3 P1 P6 FITTING ROOM/STOCK ROOMP7 EXISTING PLUMBING WALLP11 EXISTING EXTERIOR WALLP9 EXISTING DEMISING WALLP10 DISPLAY WALL PARTITIONP5 3 5/8"-20 GA. STEEL STUDS @ 16" O.C. W/ TYPE "X" 5/8" GYP. BD. ON EACH SIDE NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES TLT ROOM TLT ROOM SEE FINISH NOTES FOR FLOOR FINISH 5 1/2" 20 GA. METAL STUD CROSS BRACE @ 32" O.C.. CONNECTED TO CEILING JOISTS WITH #10 SCREW AT 32" O.C. CONTINUOUS METAL STUD TOP TRACK 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. SALES AREA NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH EXISTING ROOF DECK EXISTING LVL ROOF FRAMING CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. CEILING TILE & GRID CORRIDOR STOCK ROOM SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 2 LAYERS 5/8" FIRE CODE DRYWALL OVER 5 1/2" 20 GA. METAL STUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS SALES AREA STOREFRONT FITTING ROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS TOP TRACK 4 #4 10-16 FASTENERS, TYP. CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @16" O.C. STOCK ROOM 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM FITTING ROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. SALES AREA 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM CEILING TILE & GRID WALL PARTITION 1 HOUR RATED ANSI/UL 263 - DESIGN NO. U419 P8 STOCK ROOM/SALES AREA STOCK ROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS TOP TRACK 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ALTERNATE, EA. DIRECTION. CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. SALES AREA CEILING TILE & GRID EXISTING ROOF DECK EXISTING ROOF TRUSS SCW 3.25 CLIP NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES NEW WALL: 5/8" FIRECODE DRYWALL EACH SIDE OF 3 5/8" MTL STUDS @ 16" O.C. EXIST. PARTITION: (± 12'-0" HIGH) REMOVE EXIST. DW & PROVIDE NEW 5 8" FIRECODE DRYWALL EACH SIDE OF STUDS TYP. FLOOR TO DECK. 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ATT. TOP & BOTTOM CONT. TRACK ATT TO VERTICAL WALL STUDS (TOILET SIDE) EXISTING FLOOR SECTION THRU MODIFIED PARTITION UL - DESIGN NO U419 P12 SCRIBE DRYWALL TIGHT TO DECK ABOVE. PROVIDE CONTINUOUS FIRE CAULK BOTH SIDES OF THE WALL. 3 5/8" MTL STUD ATTACHED TO CROSS STUD - TYP. @ DIAGONAL BRACE LOCATIONS. TOILET ROOM WALL PARTITION 1 HR RATED ANSI/UL 263 - DESIGN NO U419 TLT ROOM CORRIDOR SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 2 LAYERS 5/8" FIRE CODE DRYWALL OVER 5 1/2" 20 GA. METAL STUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS W/2 #10 SCREWS PER STUD EXISTING ROOF DECK CONTINUOUS 16" GA TOP TRACK W/3" SLOTTED LEG - ATTACHED TO STUDS W/ #12 TEK SCREWS @ 16" O.C. EACH SIDE SIMPSON SCW 3.25 W/2 #14 SHOULDERED SCREWS IN THE VERTICALLY SLOTTED HOLES. SCREWS TO BE CENTERED IN THE SLOTS. ATTACH CLIP TO CONT. TOP TRACK ABOVE W/2 #4 SCREWS. 3 5/8"-20 GA. STEEL STUDS @ 16" O.C. W/ TYPE "X" 5/8" GYP. BD. ON EACH SIDE 1 1 4" 550S162-33 BETWEEN TRUSSES AT 48" OC. CONN TO TRACK W/ SIMPSON SSC4.25 W/ (2) #10 EA LEG EA END 550T150-33 @48" O.C. FLAT AGAINST STUD. SCREW TO EXIST TRUSS W/ (3) #12 T & B (2)#8 SCREW TO CONNECT TRACK INTO STUD CORRIDOR SALES AREA SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. EXISTING TRUSS HOLD STUD MIN. 1 1/4" CLEAR SPACE BELOW TRACK 1 1 / 4 " SCRIBE DOWN TO DECK ABOVE CEILING TILE & GRID 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS 2 LAYERS 5/8" FIRE CODE DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM FIRE SEALANT AS REQ'D 3 5/8"-20 GA. STEEL STUDS @ 16" O.C. W/ TYPE "X" 5/8" GYP. BD. ON EACH SIDE 550S162-33 SET BETWEEN TRUSSES, ATTACH TO VERTICAL TRACKS @ EA. TRUSS W/ 2 #10 - 1 EA. SIDE - TYP ALONG LENGTH OF WALL (2) #8 SCREW AT EA STUD #8 SCREW T&B JOIST TO TRACK 550T150-33 SCREW TO EXIST TRUSS W/ (3) #12 T&B (2) #14 SHOULDERED SCREWS SIMPSON SCW3.25 CLIP @ EA STUD - TIE TO CROSS STUD (2) #12 AT EA CLIP #8 SCREWS NS & FS TRACK TO STUD (2) #10 SCREWS TO CONNECT TRACK TO BLOCKING -TYP @16" O.C. (2) #8 TO CONNECT TRACK TO VERT. STUD SIMPSON S24.25 CLIP AT EACH END OF BRACE - TOP & BOTTOM 550S162-33 BETWEEN TRUSSES AT 48" OC. CONN. TO VERT. TRACK W/ SIMPSON SSC4.25 W/ (2) #10 EA LEG EA END SIMPSON SSC4.25 CLIP TOP AND BOTTOM AT EA DIAG. BRACE; SCREW FASTEN TO STOP TRACK AND DIAGONALS SIMPSON SSC4.25 CLIP W/ 2 #10 EA. LEG, EA END TO CONNECT CROSS TIE TO VERT. STUDS 550S162-33 T&B BETWEEN TRUSSES AT 48" OC. CONN TO VERT. TRACK W/ SIMPSON SSC4.25 W/ (2) #10 EA LEG EA END (2) #8 SCREWS FROM TRACK INTO VERTICAL STUDS #8 SCREW T&B JOIST TO TRACK SIMPSON SSC4.25 CLIP AT EA DIAG. BRACE 550S162-33 T&B BETWEEN TRUSSES AT 48" OC. CONN TO TRACK W/ SIMPSON SSC4.25 W/ (2) #10 EA LEG EA END SIMPSON LS30 W/(6) #10 TYP AT BUTTED STUDS 550T150-33 @48" O.C. FLAT SIDE AGAINST STUD SCREW TO EXIST TRUSS W/ (3) #12 T & B 362S125.33 DIAG. BRACING STUDS ATTACHED TO CROSS STUDS W/ (4) #10, TYP AT BACK TO BACK STUDS 550T150-33 @48" O.C. FLAT AGAINST STUD. SCREW TO EXIST TRUSS W/ (3) #12 T & B SSC4.25 CLIP SSC4.25 CLIP SIMPSON S24.25 CLIP AT DIAGONAL TO CROSS STUD 550T150-33 VERT. STUD, SCREW FASTEN TO EXIST. TRUSS W/ (3) #12 SCREWS - T & B, TYP @48" O.C. CONT. 362T100-33 TOP TRACK 3" W/ SLOTTED LEGS 550T150-33 VERT. STUD, SCREW FASTEN TO EXIST. TRUSS W/ (3) #12 SCREWS - T & B, TYP @48" O.C. VERT. STUD TRACK @ ALT. DIAGONAL, BEYOND. 550T150.33 VERT. STUD @48" O.C. SCREW FASTEN FLAT SIDE OF STUD TO EXISTING TRUSS W/ 3 #12 T+B550T150-33 @48" O.C. FLAT SIDE AGAINST STUD SCREW TO EXIST TRUSS W/ (3) #12 T & B SIMPSON SSC4.25 CLIP. CONNECT CROSS TIE STUDS TO VERT. STUD ATT. TO TRUSS W/ 4 #10 SCREWS, 2 IN EA. LEG 362S125.33 DIAG. BRACING STUDS, BUTT STUDS INTO CROSS STUDS, TIE W/ SIMPSON PLATES 1 1 2" 1 1/2" FROM TOP CHORD 6" SCW 3.25 CLIP ATTACHED TO TOP TRACK W/ 2 #4 SCREWS TYP, EA. STUD. 2 #14 SHOULDERED SCREWS CENTERED IN THE VERT. SLOTS 1 1/4" CLEAR TO T/STUD CONT. 362S100-33 TOP TRACK W/ 3" SLOTTED LEGS CONNECTION PERPENDICULAR TO EXIST. STRUCTURE CONNECTION PARALLEL TO EXIST. STRUCTURE SCW 3.25 CLIP ATTACHED TO TOP TRACK W/ 2 #4 SCREWS TYP, EA. STUD. 2 #14 SHOULDERED SCREWS CENTERED IN THE VERT. SLOTS 1 1/4" CLEAR TO T/STUD CONT. 362S100-33 TOP TRACK W/ 3" SLOTTED LEGS EXISTING ROOF DECK EXISTING LVL @24" O.C. 362S100.33 WALL STUDS @16" O.C. ATT. TO TOP OF TRACK W/ 1 #10 SCREW EA. SIDE 550T162-33 @48" O.C. ATT. TO LVLS W/ SSC4.25 CLIPS @ EA. END. PROVIDE 2 #14 SCREWS PER CONNECTION. B.O. CLG SEE RCP CONTINUOUS TOP TRACK 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ALTERNATE, EA. DIRECTION. EXISTING ROOF DECK SIMPSON SSC4.25 CLIP TOP AND BOTTOM AT EA DIAG. BRACE; SCREW FASTEN TO STOP TRACK AND DIAGONALS SIMPSON SSC4.25 CLIP W/ 2 #10 EA. LEG, EA END TO CONNECT CROSS TIE TO VERT. STUDS 550S162-33 T&B BETWEEN TRUSSES AT 48" OC. CONN TO VERT. TRACK W/ SIMPSON SSC4.25 W/ (2) #10 EA LEG EA END VERT. STUD TRACK @ ALT. DIAGONAL, BEYOND. 550T150.33 VERT. STUD @48" O.C. SCREW FASTEN FLAT SIDE OF STUD TO EXISTING TRUSS W/ 3 #12 T+B EXISTING ROOF DECK CONTINUOUS 16" GA TOP TRACK W/3" SLOTTED LEG - ATTACHED TO STUDS W/ #12 TEK SCREWS @ 16" O.C. EACH SIDE SIMPSON SCW 3.25 W/2 #14 SHOULDERED SCREWS IN THE VERTICALLY SLOTTED HOLES. SCREWS TO BE CENTERED IN THE SLOTS. ATTACH CLIP TO CONT. TOP TRACK ABOVE W/2 #4 SCREWS. SCRIBE DW TIGHT TO DECK ABOVE. 1 1 4" 550S162-33 BETWEEN TRUSSES AT 48" OC. CONN TO TRACK W/ SIMPSON SSC4.25 W/ (2) #10 EA LEG EA END 550T150-33 @48" O.C. FLAT AGAINST STUD. SCREW TO EXIST TRUSS W/ (3) #12 T & B 550T150-33 @48" O.C. FLAT AGAINST STUD. SCREW TO EXIST TRUSS W/ (3) #12 T & B SSC4.25 CLIP SSC4.25 CLIP FIRE RESISTANT GLASS FIBER OR MINERAL WOOL INSULATION PROVIDE CONTINUOUS FIRE SAFING MINERAL WOOL INSULATION AND SEALANT BOTH SIDES OF THE WALL. SCRIBE DW TIGHT TO DECK ABOVE. PROVIDE CONTINUOUS FIRE SAFING MINERAL WOOL INSULATION AND SEALANT BOTH SIDES OF THE WALL. FIRE RESISTANT GLASS FIBER OR MINERAL WOOL INSULATION FIRE RESISTANT GLASS FIBER OR MINERAL WOOL INSULATION FIRE RESISTANT GLASS FIBER OR MINERAL WOOL INSULATION PROVIDE CONTINUOUS FIRE SAFING MINERAL WOOL INSULATION AND SEALANT BOTH SIDES OF THE WALL. 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS 2 LAYERS 5/8" FIRE CODE DRYWALL TYPE "X" OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM #8 SCREW T&B JOIST TO TRACK FIRE RESISTANT GLASS FIBER OR MINERAL WOOL INSULATION NOTE: PROVIDE OWENS CORNING THERMAFIBER FIRE SAFING INSULATION AT ALL VOIDS OR OPENINGS BETWEEN THE EXISTING DECK AND THE RATED WALLS. GB1 P4 1x4 BASE TRIM AROUND FULL BOTTOM PERIMETER OF COLUMN, PAINT EXISTING STEEL TUBE COLUMN +-1'-4" +- 1 ' - 4 " T2 GYPSUM BOARD WRAPPED COLUMN STUDS, PAINT P2 1-5/8" 20 GA. MTL STUDS CORNER TRIM ALL CORNERS UP TO 10'-0" A.F.F., PAINT P2 T4 P4 1x4 TRIM AROUND FULL PERIMETER OF COLUMN AT 10'-4" A.F.F., PAINT T2 GB1 P4 1x4 BASE TRIM AROUND FULL BOTTOM PERIMETER OF COLUMN, PAINT EXISTING I-BEAM 1'-6 1/2" 1 ' - 1 3 / 4 " T2 GYPSUM BOARD WRAPPED COLUMN STUDS, PAINT P2 1-5/8" 20 GA. MTL STUDS CORNER TRIM ALL CORNERS UP TO 10'-0" A.F.F., PAINT P2 T4 P4 1x4 TRIM AROUND FULL PERIMETER OF COLUMN AT 10'-4" A.F.F., PAINT T2 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . DA T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 SCALE: 1 A1.1 JAMB & HEAD DETAIL 3" = 1'-0" @ FITTING ROOM DOOR SCALE: 2 A1.1 JAMB & HEAD DETAIL 3" = 1'-0" @ STOCK ROOM DOOR SCALE: 3 A1.1 DOOR CLOSER ARM DETAIL NTS SCALE: 4 A1.1 ADA FLOOR CLEARANCE 1/2" = 1'-0" 1 ITEMS LISTED ON THIS PAGE ARE TO BE PROVIDED BY GC IN INSTALLATION OF DOORS, FRAMES, AND HARDWARE AS NOTED. SEE SHEET T1.1 FOR SPECIFICATIONS, GENERAL NOTES AND ORDERING INSTRUCTIONS. DOOR FRAMES: ALL INTERIOR METAL DOORS OTHER THAN STOCKROOM DOOR 4 (NON-RATED): CECO FOO1749X-CU (LH) FOO1750X-CU (RH) GRAINGER # 1PHV6(LH) GRAINGER # 1PHW1(RH) STOCKROOM DOOR 4 (NON-RATED): CECO - CASED OPENING FRAME, "KD" CORNER ASSEMBLY. DOORS: CONTRACTOR'S OPTION TO INSTALL SOLID CORE WOOD DOORS OR METAL DOORS UNLESS IN RATED WALL CONSTRUCTION. ALL INTERIOR DOORS OTHER THAN STOCKROOM DOOR - METAL DOOR: CECO CEVD183068CYL - F - CU GRAINGER # 35YV86 METAL DOOR WITH GLASS: CECO CHMD x NL30 68 x CYL-CU-18ga-WG GRAINGER # 5EHR9 NOTES: FINISH NOTED ON SHEET A1.1 DOOR SCHEDULE & SHEET A2.1 INTERIOR ELEVATIONS OCCURS ON BOTH SIDES OF DOOR AND FRAME UNLESS OTHERWISE NOTED. UNLESS OBVIOUSLY SHOWN OTHERWISE, DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED 4" FROM FINISHED WALL TO FRAME. ALL INTERIOR DOORS & FRAMES WITH FIRE RATING SHALL BE SOLID CORE, WITH LABEL ATTACHED TO DOOR EDGE. EXIT OR EXTERIOR SURFACE DOORS, WHERE REQUIRED TO BE PROVIDED BY GENERAL CONTRACTOR SHALL BE 1 3/4" THICK FLUSH METAL DOOR IN METAL FRAME, THREE BUTT HINGES HAVING FIXED PINS, STRIKE PINS, STRIKE PLATE AND LOCKSET. DOOR, TRIM, AND FRAME NOTES A1.1 DO O R S C H E D U L E & D E T A I L S 1 1 HOLLOW METAL ADJ. FRAME DOOR. RE: SCHEDULE DOUBLE STUDS @ JAMB LOCATION. 20 GA. STL STUD PANELING OVER 1x STRIPPING. 61 8" 5 8" GYPBD OVER 20 GA. STL STUDS @ 16" O.C. (TYP) 2" HOLLOW METAL ADJ. FRAME DOOR. RE: SCHEDULE STUD CHANNEL & MTL STUD HEADER PANELING OVER 1x STRIPPING. 61 8" 5 8" GYPBD OVER 20 GA. STL STUDS @ 16" O.C. (TYP) 2" 47 8" 1 1 4" 47 8" 1 1 4" 1" CORNER TRIM (T4) PAINTED (P4) LATTICE TRIM PAINTED (P4) 1" CORNER TRIM (T4) PAINTED (P4) LATTICE TRIM PAINTED (P4) PAINT FRAME P4 PAINT FRAME P4 JAMB HEAD 2X BLOCKING 2X BLOCKING HOLLOW METAL CASED OPENING NO STOP DOOR. RE: SCHEDULE DOUBLE STUDS @ JAMB LOCATION. 20 GA. STL STUD PANELING OVER 1x STRIPPING. 61 8" 5 8" GYPBD OVER 20 GA. STL STUDS @ 16" O.C. (TYP) 2" HOLLOW METAL CASED OPENING, NO STOP STOCK ROOM DOOR STUD CHANNEL & MTL STUD HEADER PANELING OVER 1x STRIPPING. 61 8" 5 8" GYPBD OVER 20 GA. STL STUDS @ 16" O.C. (TYP) 2" 47 8" 1 1 4" 47 8" 1 1 4" PAINT FRAME P4 PAINT FRAME P4 1" CORNER TRIM (T4) PAINTED (P4) LATTICE TRIM PAINTED (P4) 1" CORNER TRIM (T4) PAINTED (P4) LATTICE TRIM PAINTED (P4) JAMB HEAD 2X BLOCKING 2X BLOCKING INSTALL CLOSER ARM PARALLEL TO STOREFRONT STOREFRONT FRAME STOREFRONT DOOR ASSEMBLY RATING: 1 HOUR DOOR RATING: 20 MIN 2DOOR CLOSER 8 6R1 7 REFER TO THE RESPONSIBILITY OF WORK ON SHEET T1.0 AND SHEET A1.0 FOR DOOR SWING.DOOR SCHEDULE ALUM.ALUMINUMSALESFIELD VERIFY SECURITY GATE HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL RETAIL SECURITY#69B26D1 SECURITY GATE FIN.QTY. MODELDESCRIPTION MANUF. STEELSTEEL (LOCAL)SALES AREA/ CORRIDOR 3'-0" x 6'-8" SALES TO CORRIDOR DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL MORTISE CYLINDER ALUM.ALUMINUM / GLAZINGSALES6'-0" x 7'-0" FIN.QTY. MODELDESCRIPTION MANUF. ENTRY DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR & HARDWARE INSTALL WEATHER STRIPPING AROUND PERIMETER OF DOOR OPENING INSTALL DOOR CLOSER ARM PARALLEL TO STOREFRONT ALL DOOR HARDWARE TO MATCH FINISH OF DOOR AND FRAME EXIST. H.M.STOCK ROOM/ CORRIDOR 3'-0" x 6'-8" STOCK TO CORRIDOR DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL **ALL LOCKS FOR GATE ARE TO UTILIZE KENSTAN'S 7-PIN REMOVABLE CORE SYSTEM CORES TO BE PROVIDED BY HIBBETT -- 3R H.M.H.M.FITTING ROOM 3'-0" x 6'-8" FITTING ROOM DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL 1 1DEADBOLT 1EXIT INDICATOR 1DOOR THRESHOLD 2BRUSH DOOR SWEEP FIN.QTY.MODELDESCRIPTION MANUF. 2DOOR SILENCER ROCKWOOD 1WINDOW PROVIDED WITH DOOR LOCAL-- 1CLOSER ALUM 3BUTT HINGES McKINNEY-- FOLDING SECURITY GATE @ ENTIRE STOREFRONT GLASS AREA AND ALL ENTRY DOOR(S) SECURITY GATE 8 8' - 0 " FIELD VERIFY STOCKROOM TO CORRIDOR7 SALES AREA SIDE CORRIDOR SIDE 6' - 8 " CORRIDOR SIDE STOCK ROOM SIDE 6' - 8 " DOOR CLOSER 7' - 0 " THIS DOOR IS TO REMAIN UNLOCKED WHILE OCCUPIED ENTRANCE1 1111B 6' - 8 " FITTING ROOM3R MR4 1 0 " 5' - 0 " 1 0 " 6" 2'-0" 6" 4R H.M.H.M.3'-0" x 6'-8" NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL FIN.QTY. MODELDESCRIPTION MANUF. 2 DOOR SILENCER ROCKWOOD 1 WINDOW PROVIDED WITH DOOR LOCAL-- 1 CLOSER SC71 AD SAL FALCONALUM 3 BUTT HINGES McKINNEY-- STOCK / SALES STOCK ROOM DOOR HARDWARE INSTALL "NOT AN EXIT" SIGNAGE 2" VINYL LETTERED ADDRESS ABOVE DOOR, OR MIN. REQUIRED BY CODE. GRAINGER GRAINGER GRAINGER N/A GRAINGER ASSEMBLY RATING: 1 HOUR DOOR RATING: 20 MIN 6' - 8 " SALES AREA SIDE STOCK ROOM SIDE 6' - 8 " DOOR CLOSER5" 4R STOCK ROOM 1 YALEAU4601LNx626PASSAGE LOCKSET SATIN ASSEMBLY RATING: 1 HOUR DOOR RATING: 20 MIN 1 6' - 8 " 6' - 8 " DOOR CLOSER SALES FLOOR TO CORRIDOR6R YALEPASSAGE LOCKSET SATIN 5VRT3 22RC48 -- 608.GRAY GRAY4JG85 -- AU4601LNx6265VRT3 608.GRAY GRAY4JG85 3'- 6 " FIRE-RATED GLAZING 2' - 2 " 5" 3'- 6 " FIRE-RATED GLAZING2' - 2 " 1CLOSER ALUM FIN. QTY. MODELDESCRIPTION MANUF. 2BUTT HINGES McKINNEY-- 2DOOR SILENCER BATTALION 1AUTO-LOCK LOCKSET YALESATIN GRAINGER WHITE1"NOT AN EXIT" SIGN 608.GRAY GRAY4JG85 B-AU4605LN x 6265VTG1 CYLINDER SUPPLIED BY HIBBETT1 ---- -- 351-P10-351L-TB-EN (Alum) 351-P10-351L-TB-EB (Bronze)SARGENTMATCH SUPPLIED BY HIBBETT MS1850S-310- (628 Alum or 313 Bronze)ADAMS RITEMATCH 4089-00- (130 Alum or 121 Bronze)ADAMS RITEMATCH 171A X 36" (Verify Width)PEMKOALUM 18061- (C Alum or D Bronze) -NB-36 (Verify Width)PEMKOMATCH 21T021 or 21T022 2EUX7 or 2EUX8 2EUX3 or 2EUX4 36RP81 3EGR6 or 3EGT7 ------ 1AUTO-LOCK LOCKSET YALE FIN.QTY. MODELDESCRIPTION MANUF. 3SPRING BUTT HINGES McKINNEY 2 DOOR SILENCER BATTALION GRAINGER B-AU4605LN x 626 SATIN 1502 4-1/2” x 4-1/2” 26D -- 608.GRAY GRAY 5VTG1 25HE14 4JG85 REMOVABLE CORE 1 ------SUPPLIED BY HIBBETT BRUSH DOOR SWEEP 5 TOILET ROOM 3'-0" x 6'-8" TOILET ROOM DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL H.M.PAINT READY SOLID CORE WOOD (LOCAL) 6' - 8 " TOILET ROOM 5 INSTALL TOILET ROOM SIGNAGE AS INDICATED ON SHEET LS1.0 1PRIVACY LOCKSET AU4602LN x 626 YALESATIN FIN.QTY.MODELDESCRIPTION MANUF. 2SPRING BUTT HINGES McKINNEY-- 2DOOR SILENCER BATTALION GRAINGER 1502 4-1/2” x 4-1/2” 26D 608.GRAY 25HE14 4JG85 GRAY 5VRT5 60 " M A X 58 " M I M INSTALL GENDER NEUTRAL SIGNAGE 1GENDER NEUTRAL SIGN PAD720BU ACCUFORMBLUE/WHITESPECIAL ORDER* EQ EQ ALUM1DOOR PROTECTION PLATE K1050 34X36.282RFZ5 ROCKWOOD DOOR PROTECTION PLATE ALUM1 DOOR PROTECTION PLATE K1050 34X36.282RFZ5 ROCKWOODDOOR PROTECTION PLATE SC71 AD SAL FALCON22RC48 SC71 AD SAL FALCON22RC48 4 ½”x4 ½” MPB68 26D52AU19 4 ½”x4 ½” MPB68 26D52AU19 4 ½”x4 ½” MPB68 26D52AU19 GENDER NEUTRAL EXIST. H.M. 480H93 480H93 CONDOR NOT AN EXIT 2 H.M.H.M.REAR EXIT 3'-0" x 7'-0" REAR EXIT DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO INSTALL NEW HARDWARE RATED DOOR, FRAME, & HARDWARE WITH UL RATING TAGS INSTALL WEATHER STRIPPING AROUND PERIMETER OF DOOR OPENING 1DOOR CLOSER 351-P10-351L-TB-EN SARGENTALUM CYLINDER FIN. QTY.MODELDESCRIPTION MANUF. SUPPLIED BY HIBBETT1 3BUTT HINGES 4 ½”x4 ½” MPB68 26D McKINNEY-- 1PULL HANDLE ROCKWOODALUM 1DOOR THRESHOLD PEMKOALUM 1DOOR SWEEP 18061CNB36 (Verify Width)PEMKOALUM TRIDENT POWER UNIT 1 1DOOR DRIP EDGE 346C40 (Verify Width + 4”)PEMKO-- ROCKWOOD ROCKWOOD BATALLION SS SATIN CR 1LATCH PROTECTOR 1LEVER DOOR HOLDER 1PEEP HOLE 320.32D 461.26D IHEW7 9V BATTERY TRIDENT-- -- GRAINGER -- -- -- 21T021 52AU19 2RGW1 3HJA5 3HHU2 1HEW7 3EGR6 3EGU7 102 x 70C.28 2 MULTI-POINT EXIT LOCK TRIDENT MULTI-POINT LOCK SYSTEM TRIDENT -- -- 1 171A X 36" (Verify Width)36RP81 * GC TO REMOVE ANY EXISTING HARDWARE THAT DOES NOT MATCH WITH ABOVE SPECIFICATIONS. REAR EXIT ASSEMBLY RATING: 1 HOUR DOOR RATING: 1 HOUR 7' - 0 " 7' - 0 " DOOR W/ ALARMLOCK HARDWARE CLOSER PEEP HOLE PULL HANDLE LEVER DOOR HOLDER INSIDE VIEW OF EXIT DOOR OUTSIDE VIEW OF EXIT DOOR PEEP HOLE VINYL STORE SIGN LATCH GUARD EXIT DEVICE, TRIDENT 3'- 0 " DOOR DRIP EDGE BRUSH DOOR SWEEP EXIT DOOR ALARM REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE PROVIDED BY HIBBETT UNDERCUT DOOR 1" FOR RETURN AIR SPACE REFER TO RESPONSIBILITY OF WORK ON SHEET T1.0 CONTACT RETAIL SECURITY AT NUMBER BELOW AND CONTRACT INSTALLATION. CONTACT: BRUCE LONGO PHONE: 901-270-9174 EMAIL: BLONGO@RETAILGATES.COM GATE MUST BE INSTALLED AFTER FLOORING INSTALLATION. GATE IS TO COVER ENTIRE STOREFRONT GLASS AREA AND ALL ENTRY DOOR(S). REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE PROVIDED BY HIBBETT AUTO LOCK TO BE ON CORRIDOR SIDE NOTE THAT LOCKSET UTILIZES 7-PIN INTERCHANGEABLE CORE (PROVIDED BY TENANT). INCLUDED WITH THE LOCKSET IS A TAILPIECE THAT IS REQUIRED FOR CORE OPERATION. DO NOT DISCARD TAILPIECE. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE PROVIDED BY HIBBETT RATED DOOR, FRAME, & HARDWARE WITH UL RATING TAGS PAINT DOOR & FRAME P4 REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE & INSTALL MIRROR ON OUTSIDE OF DOOR RATED DOOR, FRAME, & HARDWARE WITH UL RATING TAGS PAINT DOOR AND FRAME P4 UNDERCUT DOOR 3/4" FOR RETURN AIR SPACE . NOTE THAT LOCKSET UTILIZES 7-PIN INTERCHANGEABLE/REMOVABLE CORE (PROVIDED BY TENANT). INCLUDED WITH THE LOCKSET IS A TAILPIECE THAT IS REQUIRED FOR CORE OPERATION. DO NOT DISCARD TAILPIECE. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE PROVIDED BY HIBBETT RATED DOOR, FRAME, & HARDWARE WITH UL RATING TAGS PAINT DOOR & FRAME P4 EXISTING DOORS EXISTING DOOR EXISTING DOOR INSTALL "NOT AN EXIT" SIGNAGE NOT AN EXIT ASSEMBLY RATING: 1 HOUR DOOR RATING: 20 MIN. ASSEMBLY RATING: 1 HOUR DOOR RATING: 20 MIN. PUSH SIDE 12" MIN 48 " M I N PULL SIDE 18" MIN 60 " M I N CLEAR FLOOR SPACE CLEAR FLOOR SPACE TYPICAL DOOR 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - SCALE: 1 A1.1 JAMB & HEAD DETAIL 3" = 1'-0" @ FITTING ROOM DOOR SCALE: 2 A1.1 JAMB & HEAD DETAIL 3" = 1'-0" @ STOCK ROOM DOOR SCALE: 3 A1.1 DOOR CLOSER ARM DETAIL NTS SCALE: 4 A1.1 ADA FLOOR CLEARANCE 1/2" = 1'-0" 1 ITEMS LISTED ON THIS PAGE ARE TO BE PROVIDED BY GC IN INSTALLATION OF DOORS, FRAMES, AND HARDWARE AS NOTED. SEE SHEET T1.1 FOR SPECIFICATIONS, GENERAL NOTES AND ORDERING INSTRUCTIONS. DOOR FRAMES: ALL INTERIOR METAL DOORS OTHER THAN STOCKROOM DOOR 4 (NON-RATED): CECO FOO1749X-CU (LH) FOO1750X-CU (RH) GRAINGER # 1PHV6(LH) GRAINGER # 1PHW1(RH) STOCKROOM DOOR 4 (NON-RATED): CECO - CASED OPENING FRAME, "KD" CORNER ASSEMBLY. DOORS: CONTRACTOR'S OPTION TO INSTALL SOLID CORE WOOD DOORS OR METAL DOORS UNLESS IN RATED WALL CONSTRUCTION. ALL INTERIOR DOORS OTHER THAN STOCKROOM DOOR - METAL DOOR: CECO CEVD183068CYL - F - CU GRAINGER # 35YV86 METAL DOOR WITH GLASS: CECO CHMD x NL30 68 x CYL-CU-18ga-WG GRAINGER # 5EHR9 NOTES: FINISH NOTED ON SHEET A1.1 DOOR SCHEDULE & SHEET A2.1 INTERIOR ELEVATIONS OCCURS ON BOTH SIDES OF DOOR AND FRAME UNLESS OTHERWISE NOTED. UNLESS OBVIOUSLY SHOWN OTHERWISE, DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED 4" FROM FINISHED WALL TO FRAME. ALL INTERIOR DOORS & FRAMES WITH FIRE RATING SHALL BE SOLID CORE, WITH LABEL ATTACHED TO DOOR EDGE. EXIT OR EXTERIOR SURFACE DOORS, WHERE REQUIRED TO BE PROVIDED BY GENERAL CONTRACTOR SHALL BE 1 3/4" THICK FLUSH METAL DOOR IN METAL FRAME, THREE BUTT HINGES HAVING FIXED PINS, STRIKE PINS, STRIKE PLATE AND LOCKSET. DOOR, TRIM, AND FRAME NOTES A1.1 DO O R S C H E D U L E & D E T A I L S 1 1 2 2 2 HOLLOW METAL ADJ. FRAME DOOR. RE: SCHEDULE DOUBLE STUDS @ JAMB LOCATION. 20 GA. STL STUD PANELING OVER 1x STRIPPING. 61 8" 5 8" GYPBD OVER 20 GA. STL STUDS @ 16" O.C. (TYP) 2" HOLLOW METAL ADJ. FRAME DOOR. RE: SCHEDULE STUD CHANNEL & MTL STUD HEADER PANELING OVER 1x STRIPPING. 61 8" 5 8" GYPBD OVER 20 GA. STL STUDS @ 16" O.C. (TYP) 2" 47 8" 1 1 4" 47 8" 1 1 4" 1" CORNER TRIM (T4) PAINTED (P4) LATTICE TRIM PAINTED (P4) 1" CORNER TRIM (T4) PAINTED (P4) LATTICE TRIM PAINTED (P4) PAINT FRAME P4 PAINT FRAME P4 JAMB HEAD 2X BLOCKING 2X BLOCKING HOLLOW METAL CASED OPENING NO STOP DOOR. RE: SCHEDULE DOUBLE STUDS @ JAMB LOCATION. 20 GA. STL STUD PANELING OVER 1x STRIPPING. 61 8" 5 8" GYPBD OVER 20 GA. STL STUDS @ 16" O.C. (TYP) 2" HOLLOW METAL CASED OPENING, NO STOP STOCK ROOM DOOR STUD CHANNEL & MTL STUD HEADER PANELING OVER 1x STRIPPING. 61 8" 5 8" GYPBD OVER 20 GA. STL STUDS @ 16" O.C. (TYP) 2" 47 8" 1 1 4" 47 8" 1 1 4" PAINT FRAME P4 PAINT FRAME P4 1" CORNER TRIM (T4) PAINTED (P4) LATTICE TRIM PAINTED (P4) 1" CORNER TRIM (T4) PAINTED (P4) LATTICE TRIM PAINTED (P4) JAMB HEAD 2X BLOCKING 2X BLOCKING INSTALL CLOSER ARM PARALLEL TO STOREFRONT STOREFRONT FRAME STOREFRONT DOOR ASSEMBLY RATING: 1 HOUR DOOR RATING: 20 MIN 2DOOR CLOSER 8 6R1 7 REFER TO THE RESPONSIBILITY OF WORK ON SHEET T1.0 AND SHEET A1.0 FOR DOOR SWING.DOOR SCHEDULE ALUM.ALUMINUMSALESFIELD VERIFY SECURITY GATE HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL RETAIL SECURITY#69B26D1 SECURITY GATE FIN.QTY. MODELDESCRIPTION MANUF. STEELSTEEL (LOCAL)SALES AREA/ CORRIDOR 3'-0" x 6'-8" SALES TO CORRIDOR DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL MORTISE CYLINDER ALUM.ALUMINUM / GLAZINGSALES6'-0" x 7'-0" FIN.QTY. MODELDESCRIPTION MANUF. ENTRY DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR & HARDWARE INSTALL WEATHER STRIPPING AROUND PERIMETER OF DOOR OPENING INSTALL DOOR CLOSER ARM PARALLEL TO STOREFRONT ALL DOOR HARDWARE TO MATCH FINISH OF DOOR AND FRAME EXIST. H.M.STOCK ROOM/ CORRIDOR 3'-0" x 6'-8" STOCK TO CORRIDOR DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL **ALL LOCKS FOR GATE ARE TO UTILIZE KENSTAN'S 7-PIN REMOVABLE CORE SYSTEM CORES TO BE PROVIDED BY HIBBETT -- 3R H.M.H.M.FITTING ROOM 3'-0" x 6'-8" FITTING ROOM DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL 1 1DEADBOLT 1EXIT INDICATOR 1DOOR THRESHOLD 2BRUSH DOOR SWEEP FIN.QTY.MODELDESCRIPTION MANUF. 2DOOR SILENCER ROCKWOOD 1WINDOW PROVIDED WITH DOOR LOCAL-- 1CLOSER ALUM 3BUTT HINGES McKINNEY-- FOLDING SECURITY GATE @ ENTIRE STOREFRONT GLASS AREA AND ALL ENTRY DOOR(S) SECURITY GATE 8 8' - 0 " FIELD VERIFY STOCKROOM TO CORRIDOR7 SALES AREA SIDE CORRIDOR SIDE 6' - 8 " CORRIDOR SIDE STOCK ROOM SIDE 6' - 8 " DOOR CLOSER 7' - 0 " THIS DOOR IS TO REMAIN UNLOCKED WHILE OCCUPIED ENTRANCE1 1111B 6' - 8 " FITTING ROOM3R MR4 1 0 " 5' - 0 " 1 0 " 6" 2'-0" 6" 4R H.M.H.M.3'-0" x 6'-8" NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL FIN.QTY. MODELDESCRIPTION MANUF. 2 DOOR SILENCER ROCKWOOD 1 WINDOW PROVIDED WITH DOOR LOCAL-- 1 CLOSER SC71 AD SAL FALCONALUM 3 BUTT HINGES McKINNEY-- STOCK / SALES STOCK ROOM DOOR HARDWARE INSTALL "NOT AN EXIT" SIGNAGE 2" VINYL LETTERED ADDRESS ABOVE DOOR, OR MIN. REQUIRED BY CODE. GRAINGER GRAINGER GRAINGER N/A GRAINGER ASSEMBLY RATING: 1 HOUR DOOR AND FRAME 6' - 8 " SALES AREA SIDE STOCK ROOM SIDE 6' - 8 " DOOR CLOSER5" 4R STOCK ROOM 1 YALEAU4601LNx626PASSAGE LOCKSET SATIN ASSEMBLY RATING: 1 HOUR DOOR RATING: 20 MIN 1 6' - 8 " 6' - 8 " DOOR CLOSER SALES FLOOR TO CORRIDOR6R YALEPASSAGE LOCKSET SATIN 5VRT3 22RC48 -- 608.GRAY GRAY4JG85 -- AU4601LNx6265VRT3 608.GRAY GRAY4JG85 3' - 6 " FIRE-RATED GLAZING 2' - 2 " 5" 3' - 6 " FIRE-RATED GLAZING2' - 2 " 1CLOSER ALUM FIN. QTY. MODELDESCRIPTION MANUF. 2BUTT HINGES McKINNEY-- 2DOOR SILENCER BATTALION 1AUTO-LOCK LOCKSET YALESATIN GRAINGER WHITE1"NOT AN EXIT" SIGN 608.GRAY GRAY4JG85 B-AU4605LN x 6265VTG1 CYLINDER SUPPLIED BY HIBBETT1 ---- -- 351-P10-351L-TB-EN (Alum) 351-P10-351L-TB-EB (Bronze)SARGENTMATCH SUPPLIED BY HIBBETT MS1850S-310- (628 Alum or 313 Bronze)ADAMS RITEMATCH 4089-00- (130 Alum or 121 Bronze)ADAMS RITEMATCH 171A X 36" (Verify Width)PEMKOALUM 18061- (C Alum or D Bronze) -NB-36 (Verify Width)PEMKOMATCH 21T021 or 21T022 2EUX7 or 2EUX8 2EUX3 or 2EUX4 36RP81 3EGR6 or 3EGT7 ------ 1AUTO-LOCK LOCKSET YALE FIN.QTY. MODELDESCRIPTION MANUF. 3SPRING BUTT HINGES McKINNEY 2 DOOR SILENCER BATTALION GRAINGER B-AU4605LN x 626 SATIN 1502 4-1/2” x 4-1/2” 26D -- 608.GRAY GRAY 5VTG1 25HE14 4JG85 REMOVABLE CORE 1 ------SUPPLIED BY HIBBETT BRUSH DOOR SWEEP 5 TOILET ROOM 3'-0" x 6'-8" TOILET ROOM DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL H.M.PAINT READY SOLID CORE WOOD (LOCAL) 6' - 8 " TOILET ROOM 5 INSTALL TOILET ROOM SIGNAGE AS INDICATED ON SHEET LS1.0 1PRIVACY LOCKSET AU4602LN x 626 YALESATIN FIN.QTY.MODELDESCRIPTION MANUF. 2SPRING BUTT HINGES McKINNEY-- 2DOOR SILENCER BATTALION GRAINGER 1502 4-1/2” x 4-1/2” 26D 608.GRAY 25HE14 4JG85 GRAY 5VRT5 60 " M A X 58 " M I M INSTALL GENDER NEUTRAL SIGNAGE 1GENDER NEUTRAL SIGN PAD720BU ACCUFORMBLUE/WHITESPECIAL ORDER* EQ EQ ALUM1DOOR PROTECTION PLATE K1050 34X36.282RFZ5 ROCKWOOD DOOR PROTECTION PLATE ALUM1 DOOR PROTECTION PLATE K1050 34X36.282RFZ5 ROCKWOODDOOR PROTECTION PLATE SC71 AD SAL FALCON22RC48 SC71 AD SAL FALCON22RC48 4 ½”x4 ½” MPB68 26D52AU19 4 ½”x4 ½” MPB68 26D52AU19 4 ½”x4 ½” MPB68 26D52AU19 GENDER NEUTRAL EXIST. H.M. 480H93 480H93 CONDOR NOT AN EXIT 2 H.M.H.M.REAR EXIT 3'-0" x 7'-0" REAR EXIT DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO INSTALL NEW HARDWARE RATED DOOR, FRAME, & HARDWARE WITH UL RATING TAGS INSTALL WEATHER STRIPPING AROUND PERIMETER OF DOOR OPENING 1DOOR CLOSER 351-P10-351L-TB-EN SARGENTALUM CYLINDER FIN. QTY.MODELDESCRIPTION MANUF. SUPPLIED BY HIBBETT1 3BUTT HINGES 4 ½”x4 ½” MPB68 26D McKINNEY-- 1PULL HANDLE ROCKWOODALUM 1DOOR THRESHOLD PEMKOALUM 1DOOR SWEEP 18061CNB36 (Verify Width)PEMKOALUM TRIDENT POWER UNIT 1 1DOOR DRIP EDGE 346C40 (Verify Width + 4”)PEMKO-- ROCKWOOD ROCKWOOD BATALLION SS SATIN CR 1LATCH PROTECTOR 1LEVER DOOR HOLDER 1PEEP HOLE 320.32D 461.26D IHEW7 9V BATTERY TRIDENT-- -- GRAINGER -- -- -- 21T021 52AU19 2RGW1 3HJA5 3HHU2 1HEW7 3EGR6 3EGU7 102 x 70C.28 2 MULTI-POINT EXIT LOCK TRIDENT MULTI-POINT LOCK SYSTEM TRIDENT -- -- 1 171A X 36" (Verify Width)36RP81 * GC TO REMOVE ANY EXISTING HARDWARE THAT DOES NOT MATCH WITH ABOVE SPECIFICATIONS. REAR EXIT ASSEMBLY RATING: 1 HOUR DOOR RATING: 1 HOUR 7' - 0 " 7' - 0 " DOOR W/ ALARMLOCK HARDWARE CLOSER PEEP HOLE PULL HANDLE LEVER DOOR HOLDER INSIDE VIEW OF EXIT DOOR OUTSIDE VIEW OF EXIT DOOR PEEP HOLE VINYL STORE SIGN LATCH GUARD EXIT DEVICE, TRIDENT 3' - 0 " DOOR DRIP EDGE BRUSH DOOR SWEEP EXIT DOOR ALARM REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE PROVIDED BY HIBBETT UNDERCUT DOOR 1" FOR RETURN AIR SPACE REFER TO RESPONSIBILITY OF WORK ON SHEET T1.0 CONTACT RETAIL SECURITY AT NUMBER BELOW AND CONTRACT INSTALLATION. CONTACT: BRUCE LONGO PHONE: 901-270-9174 EMAIL: BLONGO@RETAILGATES.COM GATE MUST BE INSTALLED AFTER FLOORING INSTALLATION. GATE IS TO COVER ENTIRE STOREFRONT GLASS AREA AND ALL ENTRY DOOR(S). REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE PROVIDED BY HIBBETT AUTO LOCK TO BE ON CORRIDOR SIDE NOTE THAT LOCKSET UTILIZES 7-PIN INTERCHANGEABLE CORE (PROVIDED BY TENANT). INCLUDED WITH THE LOCKSET IS A TAILPIECE THAT IS REQUIRED FOR CORE OPERATION. DO NOT DISCARD TAILPIECE. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE PROVIDED BY HIBBETT RATED DOOR, FRAME, & HARDWARE WITH UL RATING TAGS PAINT DOOR & FRAME P4 REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE & INSTALL MIRROR ON OUTSIDE OF DOOR RATED DOOR, FRAME, & HARDWARE WITH UL RATING TAGS PAINT DOOR AND FRAME P4 UNDERCUT DOOR 3/4" FOR RETURN AIR SPACE . NOTE THAT LOCKSET UTILIZES 7-PIN INTERCHANGEABLE/REMOVABLE CORE (PROVIDED BY TENANT). INCLUDED WITH THE LOCKSET IS A TAILPIECE THAT IS REQUIRED FOR CORE OPERATION. DO NOT DISCARD TAILPIECE. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE PROVIDED BY HIBBETT RATED DOOR, FRAME, & HARDWARE WITH UL RATING TAGS PAINT DOOR & FRAME P4 EXISTING DOORS EXISTING DOOR EXISTING DOOR INSTALL "NOT AN EXIT" SIGNAGE NOT AN EXIT ASSEMBLY RATING: 1 HOUR DOOR AND FRAME ASSEMBLY RATING: 1 HOUR DOOR AND FRAME PUSH SIDE 12" MIN 48 " M I N PULL SIDE 18" MIN 60 " M I N CLEAR FLOOR SPACE CLEAR FLOOR SPACE TYPICAL DOOR 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . DA T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 SCALE: 1 A2.0 FIXTURE PLAN 3/16" = 1'-0" SALES AREA 1. USE 2'-0" AND 4'-0" SHELVES TO GAUGE DISTANCE OF STANDARDS IN SALES AREA, ENSURE BOTH CAN FIT PROPERLY. STOCK ROOM 1. ALL SINGLE ROW SHELVES AGAINST WALLS IN STOCK AREA MUST BE SECURED AT TOP TO 1x10 BLOCKING OR PLYWOOD FIXED ON WALL. 2. BOTTOM SHELF MUST START AT FIRST SLOT FROM FLOOR. SEE DETAIL 2/A2.0. 3. WARNING: SHELVES MUST NOT BE USED AS A LADDER, WALKWAY, OR STANDING PLATFORM. **GENERAL CONTRACTOR TO INSTALL FURRING STRIPS IN SALES AREA. SEE DETAIL 5/A2.2.** SEE SHEET A2.1 FOR VERTICAL STANDARD ELEVATIONS & A2.3 FOR HORIZONTAL FURRING ELEVATIONS. NOTES: A2.0 FI X T U R E P L A N A N D D E T A I L S SCALE: 7 A2.0 UPRIGHT SHELVING DETAIL N.T.S. SCALE: 6 A2.0 UPRIGHT HEIGHT N.T.S. SCALE: 2 A2.0 CASH WRAP DETAIL 3/8" = 1'-0" SCALE: 4 A2.0 SHELF INSTALLATION DETAIL N.T.S. SCALE: 5 A2.0 TYPICAL SHELVING ELEVATION N.T.S. SCALE: 8 A2.0 UPRIGHT CONNECTION DETAIL N.T.S. SCALE: 9 A2.0 STOCKROOM SHELVING DETAIL N.T.S. SCALE: 3 A2.0 MANAGER & TRAINING AREA (TYP) 1/4" = 1'-0" NOTES: SALES AREA 100 USE 2'-0" AND 4'-0" SHELVES TO GAUGE DISTANCE OF STANDARDS, ENSURE BOTH CAN FIT PROPERLY. MR4 MR2 FRH FITTING ROOM 104 CASH WRAP COUNTER RE: DETAIL 2/A2.0 CREDENZA FIXTURE CORRIDOR 105 WDS STOCK AREA 101 TLT ROOM 103 BENCH REFER TO DETAIL 9/A2.2 REFER TO DETAIL B/A2.3 FOR PANEL INSTALLATION ON THIS WALL 7B 7C 7D 7A A2.2 FURRING STRIP ELEVATIONS INTERIOR ELEVATIONS 3 2 & 5 4 & 6 1 A2.1 2'-0" 5'-0" 2'-6" 2' - 0 " 4' - 0 " 2' - 0 " 4' - 0 " REFER TO DETAIL B/A2.3 FOR PANEL INSTALLATION ON THIS WALL REFER TO DETAIL B/A2.3 FOR PANEL INSTALLATION ON THIS WALL ALL STOCKROOM SHELVING AGAINST WALL TO BE SECURED TO 1X10 STRIPPING 3 A2.0 DASHED STOCKROOM SHELVING STANDARDS ABOVE DOOR TO BE INSTALLED @ 7'-0" A.F.F. TO THE CEILING FURRING STRIP ELEVATIONS ALL STOCKROOM SHELVING AGAINST THIS WALL TO BE SECURED TO PLYWOOD INSTALL UPRIGHT CROSS BRACING AS INDICATED PER MANUFACTURER'S RECOMMENDATIONS 4 SIM A2.24 A2.2 1 A2.2 TLT ROOM 102 EXISTING ADJACENT RETAIL TENANT (NO WORK) EX I T S I G N TOILET ROOM SIGN TOILET ROOM SIGN 2 x 4 2 x 4 2 x 4 2 x 4 2 x 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 4 FI T T I N G RO O M S I G N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 ST O C K RO O M S I G N DA T A RA C K SA L E S AR E A S I G N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 EX I T S I G N ST O C K RO O M S I G N 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SA L E S AR E A S I G N 4 4 4 4 2 2 2 2 2 2 SA L E S AR E A S I G N EXIT SIGN 2 1 X 4 1 X 4 3'- 0 7 / 8 " 6' - 2 1 / 8 " 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 TA C T I L E EX I T S I G N TA C T I L E EX I T S I G N TA C T I L E EX I T S I G N TACTILE EXIT SIGN TA C T I L E EX I T S I G N 4 A2.0 9 A2.0 8 A2.0 2 A2.2 2 A2.2 2 A2.2 1'-1 1 4 " 36'-0"1'-0" 16'-0"4'-0" 60 ' - 0 " 1 ' - 0 " 8' - 0 " 1 ' - 0 " 4' - 0 " 158" 1 ' - 0 " 8' - 0 " 1 ' - 0 " 8' - 0 " 1 ' - 5 3 8" 6 7 5 A2.3 1 4 ' - 0 " 5' - 0 3 4" 3'- 6 " 3'- 0 7 8 " 6' - 7 1 8" 8' - 1 1 5 8" 1 ' - 8 3 8" 5'-1 1 2"4'-0" 4'-0" 4'-1 1 2" 3 A2.2 DASHED STOCKROOM SHELVING STANDARDS ABOVE DOOR TO BE INSTALLED @ 7'-0" A.F.F. TO THE CEILING 3 2 4 1 A2.3 614" 1 8 ' - 0 " 614" 2' - 2 3 4" 5' - 9 1 4" WDS WDS WDS MR3 G.C. IS TO INSTALL FRAMELESS MIRROR ON COLUMN, TRIM TO TRIM. MR3 G.C. IS TO INSTALL FRAMELESS MIRROR ON COLUMN, TRIM TO TRIM. 17'-11 7 8"5'-0"9'-117 8 " 37 ' - 6 1 4" 42 ' - 0 1 2" 4'-0"6'-65 8"4'-0"8'-105 8" 3'-6" 3'- 6 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 5' - 9 3 8" 30"x48" ACCESSIBLE SPACE 1'-31 2" 17'-21 4" 1'-61 2"8'-0" 63 8" 1 ' - 1 1 1 8 " 8' - 0 " 1 1 1 8" 7 A2.1 8 A2.2 1x10 FURRING STRIPS CONT. DOWN STANDARDS (TYP.) 3'- 0 " SE E S H E E T A 2 . 3 F O R EL E V A T I O N O F F U R R I N G ST R I P I N S T A L L A T I O N INSTALL CONTRACTOR SUPPLIED #8 X 3/4" HHSMS TOP & BOTTOM UPRIGHT(S) UPRIGHT(S) STOCK ROOM SHELF WHEN INSTALLING STOCK ROOM SHELVES, 10 SPACES MUST BE BETWEEN EACH SHELF AS SHOWN HERE. UPRIGHT FLOOR START AT SLOT CLOSEST TO THE FLOOR. * TABS FACE UP FOR PROPER INSTALLATION OF WOOD SHELVES. * DO NOT BUMP ENDS OF SHELVES. TABS WILL BEND. BENT TABS CAN BE PRYED OUT TO CORRECT. SHELF WITH TAB UPRIGHTS 4'-0"CL CL 4'-0" CL 4'-0"C L 8' - 0 " NOTE: REGULAR DUTY BRACE XB-48 (1) XB-48 8' X-BRACE UPRIGHT SCREW (#8 X 3/4" HHSMS) 1 2 1 2 BOTTOM SHELF GOES IN SLOT JUST ABOVE KICKPLATE UPRIGHT SHELF SHELF UPRIGHT SHELF WARNING: SHELVES MUST NOT BE USED AS A LADDER, WALKWAY, 10 EMPTY SLOTS IN BETWEEN SHELVES2. NOTE: 1.BOTTOM SHELF MUST START AT FIRST SLAT FROM FLOOR 8' - 0 " 2'-0" 8' - 0 " 4'-0"1'-0" 2'-0"4'-0" 8' - 0 " SOLID SIDE PANELS OPEN UPRIGHT ASSEMBLY INSTALL SHELVES PER DETAILS 6,7,8/A2.0 CROSS BRACE (TYP.) SEE THIS SHEET SOLID SIDE PANELS CROSS BRACE (TYP.) SEE THIS SHEET OPEN UPRIGHT ASSEMBLY 5 SHELVES EVENLY INSTALL SHELVES PER DETAIL 6/A2.0 OR STANDING PLATFORM 34 " 34 " 24" 30" CRENDEZA CASH & WRAP 48" 24" 48" 24" 48" 24" 48" 24" 34 " ACCESSIBLE COUNTER SECTION 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - SCALE: 1 A2.0 FIXTURE PLAN 3/16" = 1'-0" SALES AREA 1. USE 2'-0" AND 4'-0" SHELVES TO GAUGE DISTANCE OF STANDARDS IN SALES AREA, ENSURE BOTH CAN FIT PROPERLY. STOCK ROOM 1. ALL SINGLE ROW SHELVES AGAINST WALLS IN STOCK AREA MUST BE SECURED AT TOP TO 1x10 BLOCKING OR PLYWOOD FIXED ON WALL. 2. BOTTOM SHELF MUST START AT FIRST SLOT FROM FLOOR. SEE DETAIL 2/A2.0. 3. WARNING: SHELVES MUST NOT BE USED AS A LADDER, WALKWAY, OR STANDING PLATFORM. **GENERAL CONTRACTOR TO INSTALL FURRING STRIPS IN SALES AREA. SEE DETAIL 5/A2.2.** SEE SHEET A2.1 FOR VERTICAL STANDARD ELEVATIONS & A2.3 FOR HORIZONTAL FURRING ELEVATIONS. NOTES: A2.0 FI X T U R E P L A N A N D D E T A I L S SCALE: 7 A2.0 UPRIGHT SHELVING DETAIL N.T.S. SCALE: 6 A2.0 UPRIGHT HEIGHT N.T.S. SCALE: 2 A2.0 CASH WRAP DETAIL 3/8" = 1'-0" SCALE: 4 A2.0 SHELF INSTALLATION DETAIL N.T.S. SCALE: 5 A2.0 TYPICAL SHELVING ELEVATION N.T.S. SCALE: 8 A2.0 UPRIGHT CONNECTION DETAIL N.T.S. SCALE: 9 A2.0 STOCKROOM SHELVING DETAIL N.T.S. SCALE: 3 A2.0 MANAGER & TRAINING AREA (TYP) 1/4" = 1'-0" NOTES: 2 2 SALES AREA 100 USE 2'-0" AND 4'-0" SHELVES TO GAUGE DISTANCE OF STANDARDS, ENSURE BOTH CAN FIT PROPERLY. MR4 MR2 FRH FITTING ROOM 104 CASH WRAP COUNTER RE: DETAIL 2/A2.0 CREDENZA FIXTURE CORRIDOR 105 WDS STOCK AREA 101 TLT ROOM 103 BENCH REFER TO DETAIL 9/A2.2 REFER TO DETAIL B/A2.3 FOR PANEL INSTALLATION ON THIS WALL 7B 7C 7D 7A A2.2 FURRING STRIP ELEVATIONS INTERIOR ELEVATIONS 3 2 & 5 4 & 6 1 A2.1 2'-0" 5'-0" 2'-6" 2' - 0 " 4' - 0 " 2' - 0 " 4' - 0 " REFER TO DETAIL B/A2.3 FOR PANEL INSTALLATION ON THIS WALL REFER TO DETAIL B/A2.3 FOR PANEL INSTALLATION ON THIS WALL ALL STOCKROOM SHELVING AGAINST WALL TO BE SECURED TO 1X10 STRIPPING 3 A2.0 DASHED STOCKROOM SHELVING STANDARDS ABOVE DOOR TO BE INSTALLED @ 7'-0" A.F.F. TO THE CEILING FURRING STRIP ELEVATIONS ALL STOCKROOM SHELVING AGAINST THIS WALL TO BE SECURED TO PLYWOOD INSTALL UPRIGHT CROSS BRACING AS INDICATED PER MANUFACTURER'S RECOMMENDATIONS 4 SIM A2.24 A2.2 1 A2.2 TLT ROOM 102 EXISTING ADJACENT RETAIL TENANT (NO WORK) EX I T S I G N TOILET ROOM SIGN TOILET ROOM SIGN 2 x 4 2 x 4 2 x 4 2 x 4 2 x 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 4 FI T T I N G RO O M S I G N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 ST O C K RO O M S I G N DA T A RA C K SA L E S AR E A S I G N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 EX I T S I G N ST O C K RO O M S I G N 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SA L E S AR E A S I G N 4 4 4 4 2 2 2 2 2 2 SA L E S AR E A S I G N EXIT SIGN 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 TA C T I L E EX I T S I G N TA C T I L E EX I T S I G N TA C T I L E EX I T S I G N TACTILE EXIT SIGN TA C T I L E EX I T S I G N 4 A2.0 9 A2.0 8 A2.0 2 A2.2 2 A2.2 2 A2.2 1'-1 1 4 " 36'-0"1'-0" 16'-0"4'-0" 60 ' - 0 " 1 ' - 0 " 8' - 0 " 1 ' - 0 " 4' - 0 " 158" 1 ' - 0 " 8' - 0 " 1 ' - 0 " 8' - 0 " 1 ' - 5 3 8" 6 7 5 A2.3 1 4 ' - 0 " 5' - 0 3 4" 4' - 0 " 6' - 7 " 6' - 7 1 8" 8' - 1 1 5 8" 1 ' - 8 3 8" 5'-1 1 2"4'-0" 4'-0" 4'-1 1 2" 3 A2.2 DASHED STOCKROOM SHELVING STANDARDS ABOVE DOOR TO BE INSTALLED @ 7'-0" A.F.F. TO THE CEILING 3 2 4 1 A2.3 614" 1 8 ' - 0 " 614" 2' - 2 3 4" 5' - 9 1 4" WDS WDS WDS MR3 G.C. IS TO INSTALL FRAMELESS MIRROR ON COLUMN, TRIM TO TRIM. MR3 G.C. IS TO INSTALL FRAMELESS MIRROR ON COLUMN, TRIM TO TRIM. 17'-11 7 8"5'-0"9'-117 8" 37 ' - 6 1 4" 42 ' - 0 1 2" 4'-0"6'-65 8"4'-0"8'-105 8" 3'-6" 3' - 6 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 5' - 9 3 8" 30"x48" ACCESSIBLE SPACE 1'-31 2" 17'-21 4" 1'-61 2"8'-0" 63 8" 1 ' - 1 1 1 8" 8' - 0 " 1 1 1 8" 7 A2.1 8 A2.2 1x10 FURRING STRIPS CONT. DOWN STANDARDS (TYP.) 3' - 0 " SE E S H E E T A 2 . 3 F O R EL E V A T I O N O F F U R R I N G ST R I P I N S T A L L A T I O N INSTALL CONTRACTOR SUPPLIED #8 X 3/4" HHSMS TOP & BOTTOM UPRIGHT(S) UPRIGHT(S) STOCK ROOM SHELF WHEN INSTALLING STOCK ROOM SHELVES, 10 SPACES MUST BE BETWEEN EACH SHELF AS SHOWN HERE. UPRIGHT FLOOR START AT SLOT CLOSEST TO THE FLOOR. * TABS FACE UP FOR PROPER INSTALLATION OF WOOD SHELVES. * DO NOT BUMP ENDS OF SHELVES. TABS WILL BEND. BENT TABS CAN BE PRYED OUT TO CORRECT. SHELF WITH TAB UPRIGHTS 4'-0"CL CL 4'-0" CL 4'-0"C L 8' - 0 " NOTE: REGULAR DUTY BRACE XB-48 (1) XB-48 8' X-BRACE UPRIGHT SCREW (#8 X 3/4" HHSMS) 1 2 1 2 BOTTOM SHELF GOES IN SLOT JUST ABOVE KICKPLATE UPRIGHT SHELF SHELF UPRIGHT SHELF WARNING: SHELVES MUST NOT BE USED AS A LADDER, WALKWAY, 10 EMPTY SLOTS IN BETWEEN SHELVES2. NOTE: 1.BOTTOM SHELF MUST START AT FIRST SLAT FROM FLOOR 8' - 0 " 2'-0" 8' - 0 " 4'-0"1'-0" 2'-0"4'-0" 8' - 0 " SOLID SIDE PANELS OPEN UPRIGHT ASSEMBLY INSTALL SHELVES PER DETAILS 6,7,8/A2.0 CROSS BRACE (TYP.) SEE THIS SHEET SOLID SIDE PANELS CROSS BRACE (TYP.) SEE THIS SHEET OPEN UPRIGHT ASSEMBLY 5 SHELVES EVENLY INSTALL SHELVES PER DETAIL 6/A2.0 OR STANDING PLATFORM 34 " 34 " 24" 30" CRENDEZA CASH & WRAP 48" 24" 48" 24" 48" 24" 48" 24" 34 " ACCESSIBLE COUNTER SECTION 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . DA T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 CONTRACTOR IS RESPONSIBLE FOR OBTAINING PAINT SAMPLE BOARD FROM HIBBETTS CONST. DEPARTMENT. FAILURE TO DO SO MAY RESULT IN REPAINTING THAT WILL BE AT THE EXPENSE OF THE CONTRACTOR. SEE T1.0 FOR RESPONSIBILITY SCHEDULE. INTERIOR FINISH SPECIFICATIONS SCALE: 1 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ REAR SALES WALL SCALE: 6 A2.1 SHELF STANDARD INSTALLATION DETAIL 1 1/2" = 1'-0" @ METAL SHELF STANDARD GENERAL NOTE: PAINTING & WALL COVERING A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND OPERATIONS NECESSARY TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: A.1.PRIME ANY UNPRIMED SURFACES TO BE PAINTED UNDER THIS SECTION. A.2.PAINT GYPSUM BOARD THAT WILL BE EXPOSED TO VIEW, EXCEPT WHERE OTHER FINISHES ARE REQUIRED. A.3.PAINT ANY WOOD TRIM THAT WILL BE EXPOSED TO VIEW. A.4.FINISH PAINTING OF SHOP PRIMED FERROUS METALS, SUCH AS HOLLOW METAL DOORS AND FRAMES, DOOR BUTTS AND MISCELLANEOUS FERROUS METALS. A.5.PROVIDE INCIDENTAL PAINTING AND TOUCHING UP AS REQUIRED TO PRODUCE PROPER FINISH FOR ALL PAINTED SURFACES, INCLUDING FACTOR PAINTED ITEMS. B. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, REGARDING APPLICATION OF MATERIAL AND PREPARATION OF SURFACES. C. PUT SUBSTRATE SURFACES IN PROPER CONDITION BY CLEANING, SANDING, AND PUTTYING. PAINTING CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF UNSUITABLE SUBSTRATE, OR ASSUME THE RESPONSIBILITY OF CORRECTING ANY UNSATISFACTORY FINISH RESULTING. DO NOT LEAVE RUNS, DRIPS, ETC. SAND BETWEEN ALL COATS OF PAINT ON WOODWORK. D. PAINTS: COMMERCIAL GRADE, ULTRA SPEC SCUFF-X AS INDICATED ON THE ROOM FINISH SCHEDULE & FINISH SPECS ON THIS SHEET. E. AFTER COMPLETION OF WORK, CONTRACTOR AND TENANT SHALL MAKE A DETAILED INSPECTION OF THE WORK. REFINISH ALL DISFIGURED PORTIONS TO PRODUCE AN ACCEPTABLE FINISH. REMOVE ALL SPATTERING OF PAINT FROM ADJOINING WORK. F. NOTED AS (P1) LIGHT GRAY FINISH COLOR. PRODUCT #HC-169 DESCRIPTION: BENJAMIN MOORE "COVENTRY GRAY" LATEX EGGSHELL FINISH SIZE: 1 GALLON G. NOTED AS (P2) CUSTOM GRAY FINISH COLOR DESCRIPTION: BENJAMIN MOORE "HIBBETT-ALPINE GRAY" BASE 486-3X FORMULA: S1 4x 0.2500 W1 4x 15.0000 Y2 0x 10.50000 R3 0x 6.0000 LATEX SATIN FINISH SIZE: 1 GALLON H. NOTED AS (P3) WHITE FINISH COLOR. PRODUCT #862 DESCRIPTION: BENJAMIN MOORE "CASCADE MOUNTAINS" LATEX SATIN FINISH SIZE: 1 GALLON I. NOTED AS (P4) DARK GRAY FINISH COLOR. PRODUCT #2121-10 DESCRIPTION: BENJAMIN MOORE "GRAY" LATEX SATIN FINISH SIZE: 1 GALLON VERIFY WITH HIBBETT SPORTS PRIOR TO PURCHASE. J. TOUCH UP PAINT REQUIRED TO BE LEFT ON SITE: ONE (1) GALLON OF EACH COLOR USED. JASON STATHERS BENJAMIN MOORE & CO. CELL 205-369-3053 FAX 862-432-4368 INTERIOR AND EXTERIOR TRIM MILLING A. INDUSTRIAL GRADE MEDIUM DENSITY FIBERBOARD (MDF) WITH FORMALDEHYDE FREE BINDER. EXCEED ANSI A208.2-1994. PRODUCT CLASS MD. B. INSTALL INTERIOR TRIM IN ACCORDANCE WITH A.W.I. STANDARDS. G.C. TO ENSURE EACH STANDARD SLOT WILL ALLOW FOR TWO SHELVES TO BE INSERTED SIDE BY SIDE. IMPORTANT NOTE: USE 2'-0" AND 4'-0" SHELVES TO GAUGE DISTANCE OF STANDARDS. ENSURE BOTH CAN FIT PROPERLY. DO NOT USE MEASURING TAPE TO GAUGE DISTANCE BETWEEN STANDARDS. SHELVES MUST FIT & BE LEVEL FROM TOP TO BOTTOM OF STANDARD. PRIOR TO UPRIGHT AND FURRING INSTALLATION SEE SHEET A2.0. ANY DISCREPANCIES CONTACT HIBBETTS CONSTRUCTION DEPARTMENT FAILURE TO DO SO WILL RESULT IN CHANGE ORDER NOT BEING AUTHORIZED. CONTACT PANEL PROCESSING (KAREN MATTHEWS AT 276-251-5300 OR JERRY DENENBERG AT 561-336-3777) FOR WALL PANEL INFORMATION. SEE A3.0 FOR ADDITIONAL INFORMATION. CONTACT CUSTOM RETAIL STORE FIXTURES, LLC (JOHN SMITH) AT 318-861-0108 FOR STANDARDS INFORMATION. SEE A3.0 FOR ADDITIONAL INFORMATION. NOTE:FINISH LEGEND GB1 P1 T2 NO. PAINT FINISHED GYP BD. MDF TRIM MATERIAL "LOCAL" MANUFACTURER 8'-0" x 4'-0" x 5/8" (1/2" AS SPECIFIED) 1 x 4 PRIMED MDF SEE SHEET T1.0 & FINISH SPECIFICATIONS SPECIFICATIONS T4 MDF CORNER TRIM 1 x 1 ONE PIECE MDF CORNER TRIM"LOCAL" "LOCAL" P3 PAINT - RESTROOM(S) T5 MDF CORNER TRIM "LOCAL" XX T3 MDF CORNER TRIM 1 x 2 + 1 x 2 PRIMED MDF CORNER TRIM"LOCAL" "HIBBETT - ALPINE GRAY"BENJAMIN MOOREP2 PAINT P4 PAINT "COVENTRY GRAY" HC-169BENJAMIN MOORE "CASCADE MOUNTAINS" 862BENJAMIN MOORE "GRAY" 2121-10BENJAMIN MOORE PNL1 SOLID PANELING PNL2 SOLID PANELING T6 LATTICE TRIM 1 1/2" X 1/8" LATTICE TRIM"LOCAL" CHARCOAL GREY MELAMINE - 2'-0" (120” x 22-15/16” x 1/2")PANEL PROCESSING CHARCOAL GREY MELAMINE - 4'-0" (120” x 46-15/16” x 1/2")PANEL PROCESSING SCALE: 5 A2.1 CHANNELED TRIM DETAIL 3" = 1'-0" @ METAL SHELF STANDARD 1 x 2 1/2 PRIMED MDF SEE DETAIL B/SHEET A2.3 FOR PANEL INSTALLATION DETAIL A2.1 IN T E R I O R E L E V A T I O N S SCALE: 2 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ STOREFRONT SCALE: 3 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ RIGHT DEMISING WALL SCALE: 4 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ LEFT DEMISING WALL SCALE: 6 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ DISPLAY WALL SCALE: 7 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ DISPLAY WALL SCALE: 5 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ DISPLAY WALL SCALE: 8 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ DISPLAY WALL 1 0 ' - 0 " 4" 8" 1 1 ' - 0 " 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 1'-0" 4" 4R 4R 1 1 ' - 0 " EXISTING STOREFRONT ENTRY DOOR 9' - 1 1 " G A T E 1x4 MDF TRIM BOARD, PAINTED P4T2 1x4 MDF TRIM BOARD, PAINTED P4T2 MR4 3R MIRROR 1 0 ' - 0 " 4" 8" 1 1 ' - 0 " 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 1x4 MDF TRIM BOARD, PAINTED P4T2 1x4 MDF TRIM BOARD, PAINTED P4T2 1 0 ' - 0 " 4" 8" 1 1 ' - 0 " 1'-3 1/2" 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 1x4 MDF TRIM BOARD, PAINTED P4T2 1x4 MDF TRIM BOARD, PAINTED P4T2 93'-7" 93'-7" 38'-1 1/4"38'-5 3/4" UPRIGHT SLOTS TO LINE UP MUST BE LEVEL MUST BE LEVEL AREA ABOVE 10'-4" A.F.F. TO BE PAINTED P1 AREA ABOVE 10'-4" A.F.F. TO BE PAINTED P1 AREA ABOVE 10'-4" A.F.F. TO BE PAINTED P1 6R CORRIDOR DOOR STOCK ROOM DOOR STOCK ROOM DOOR FITTING ROOM DOOR 1x4 MDF TRIM BOARD, PAINTED P4T2 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 1'-1 1/4"1'-0"4 1/2"4'-0" 1'-5 3/8" PNL2 PNL2 PNL2 PNL2 PNL2 PNL2 PNL2 PNL2 1'-0" 1'-0" 4" PNL2 PNL2 PNL2 PNL2 1'-0" 4" 4" 4" 4" 4" 4" STANDARDS, SEE DETAIL 6/A2.1 STANDARDS, SEE DETAIL 6/A2.1 STANDARDS, SEE DETAIL 6/A2.1 PAINT STOREFRONT SOFFIT BULKHEAD ABOVE GLASS P1 PAINT STOREFRONT SOFFIT BULKHEAD ABOVE GLASS P1 PAINT STOREFRONT SOFFIT BULKHEAD ABOVE GLASS P1 AREA ABOVE 10'-4" A.F.F. TO BE PAINTED P1 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 STANDARDS, SEE DETAIL 6/A2.1 PNL2PNL2 STOREFRONT SECURITY GATE 8 1x4 MDF TRIM BOARD, PAINTED P4 T2 STOREFRONT SECURITY GATE 8 STOREFRONT SECURITY GATE 8 STOREFRONT SECURITY GATE (INSIDE STOREFRONT AND COVERS ENTIRE STOREFRONT GLASS AREA AND ALL ENTRY DOOR(S).) STOREFRONT SECURITY GATE (INSIDE STOREFRONT AND COVERS ENTIRE STOREFRONT GLASS AREA AND ALL ENTRY DOOR(S).) 1'-6 1/4" 1'-6 1/4" 1x4 MDF TRIM BOARD, PAINTED P4 T2 1x4 MDF TRIM BOARD, PAINTED P4T2 STANDARDS, SEE DETAIL 6/A2.1 PI V O T P O I N T CORNER TRIM, PAINTED P2T3 CORNER TRIM, PAINTED P2 T3 PI V O T P O I N T PI V O T P O I N T CORNER TRIM, PAINTED P2T3 PAINT STOREFRONT SOFFIT BULKHEAD ABOVE GLASS P1 PNL2 PI V O T P O I N T PNL1 PNL1 PNL1 PNL1 PNL2 PNL21 0 ' - 0 " 4" 8" AREA BETWEEN TRIM TO BE PAINTED P1 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1 1/2" LATTICE TRIM, PAINTED P1T6 10'-10 3/8" 1x4 MDF TRIM BOARD, PAINTED P4T2 P2 T3 MDF CORNER TRIM UP TO 10'-0" A.F.F., PAINTED P2T3 MDF CORNER TRIM UP TO 10'-0" A.F.F., PAINTED 1 1 ' - 0 " 11'-4 5/8" P1 GYPSUM BOARD WALL, PAINTED 2'-0" 2'-0" 2'-0" 2'-0"1'-11 1/4" 11 1/8" P1T4 NEW MDF CORNER TRIM ABOVE 10'-4" A.F.F., PAINTED P1T4 NEW MDF CORNER TRIM ABOVE 10'-4" A.F.F., PAINTED CONTINUOUS 1 1/2" LATTICE TRIM, PAINTED P1T6 1x4 MDF TRIM BOARD, PAINTED P4T2 P1T4 NEW MDF CORNER TRIM TO CEILING, PAINTED 1x4 MDF TRIM BOARD, PAINTED P4 T2 PNL1 PNL1 PNL1 PNL1 PNL2 1 0 ' - 0 " 4" 8" AREA BETWEEN TRIM TO BE PAINTED P1 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1 1/2" LATTICE TRIM, PAINTED P1T6 10'-1" 1x4 MDF TRIM BOARD, PAINTED P4T2 P2T3 MDF CORNER TRIM UP TO 10'-0" A.F.F., PAINTED P2T3 MDF CORNER TRIM UP TO 10'-0" A.F.F., PAINTED 2'-0" 2'-0" 2'-0" 2'-0"6 3/8" 1'-6 1/2" P1T4 NEW MDF CORNER TRIM ABOVE 10'-4" A.F.F., PAINTED P1T4 NEW MDF CORNER TRIM ABOVE 10'-4" A.F.F., PAINTED PNL2 P1T4 NEW MDF CORNER TRIM TO CEILING, PAINTED 1 1 ' - 0 " 10'-7 1/4" P1 GYPSUM BOARD WALL, PAINTED CONTINUOUS 1 1/2" LATTICE TRIM, PAINTED P1T6 1x4 MDF TRIM BOARD, PAINTED P4T2 T4 NEW MDF CORNER TRIM TO CEILING, PAINTED P1 PANELING PANELING SINGLE LAYER FURRING STRIP(S) SHELF STANDARD 5/8" GYP BD ON MTL STUD WALL FURRING STRIPS G.C. TO CHANNEL OUT TRIM AROUND STANDARD TO FIT FLUSH AGAINST PANELS. METAL SHELF STANDARD 5/8" GYPSUM BOARD GB1 METAL STUDS WALL PANELS 1x4 MDF TRIM BOARD 1x4 MDF TRIM BOARD 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - CONTRACTOR IS RESPONSIBLE FOR OBTAINING PAINT SAMPLE BOARD FROM HIBBETTS CONST. DEPARTMENT. FAILURE TO DO SO MAY RESULT IN REPAINTING THAT WILL BE AT THE EXPENSE OF THE CONTRACTOR. SEE T1.0 FOR RESPONSIBILITY SCHEDULE. INTERIOR FINISH SPECIFICATIONS SCALE: 1 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ REAR SALES WALL SCALE: 6 A2.1 SHELF STANDARD INSTALLATION DETAIL 1 1/2" = 1'-0" @ METAL SHELF STANDARD GENERAL NOTE: PAINTING & WALL COVERING A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND OPERATIONS NECESSARY TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: A.1. PRIME ANY UNPRIMED SURFACES TO BE PAINTED UNDER THIS SECTION. A.2. PAINT GYPSUM BOARD THAT WILL BE EXPOSED TO VIEW, EXCEPT WHERE OTHER FINISHES ARE REQUIRED. A.3. PAINT ANY WOOD TRIM THAT WILL BE EXPOSED TO VIEW. A.4. FINISH PAINTING OF SHOP PRIMED FERROUS METALS, SUCH AS HOLLOW METAL DOORS AND FRAMES, DOOR BUTTS AND MISCELLANEOUS FERROUS METALS. A.5. PROVIDE INCIDENTAL PAINTING AND TOUCHING UP AS REQUIRED TO PRODUCE PROPER FINISH FOR ALL PAINTED SURFACES, INCLUDING FACTOR PAINTED ITEMS. B. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, REGARDING APPLICATION OF MATERIAL AND PREPARATION OF SURFACES. C. PUT SUBSTRATE SURFACES IN PROPER CONDITION BY CLEANING, SANDING, AND PUTTYING. PAINTING CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF UNSUITABLE SUBSTRATE, OR ASSUME THE RESPONSIBILITY OF CORRECTING ANY UNSATISFACTORY FINISH RESULTING. DO NOT LEAVE RUNS, DRIPS, ETC. SAND BETWEEN ALL COATS OF PAINT ON WOODWORK. D. PAINTS: COMMERCIAL GRADE, ULTRA SPEC SCUFF-X AS INDICATED ON THE ROOM FINISH SCHEDULE & FINISH SPECS ON THIS SHEET. E. AFTER COMPLETION OF WORK, CONTRACTOR AND TENANT SHALL MAKE A DETAILED INSPECTION OF THE WORK. REFINISH ALL DISFIGURED PORTIONS TO PRODUCE AN ACCEPTABLE FINISH. REMOVE ALL SPATTERING OF PAINT FROM ADJOINING WORK. F. NOTED AS (P1) LIGHT GRAY FINISH COLOR. PRODUCT #HC-169 DESCRIPTION: BENJAMIN MOORE "COVENTRY GRAY" LATEX EGGSHELL FINISH SIZE: 1 GALLON G. NOTED AS (P2) CUSTOM GRAY FINISH COLOR DESCRIPTION: BENJAMIN MOORE "HIBBETT-ALPINE GRAY" BASE 486-3X FORMULA: S1 4x 0.2500 W1 4x 15.0000 Y2 0x 10.50000 R3 0x 6.0000 LATEX SATIN FINISH SIZE: 1 GALLON H. NOTED AS (P3) WHITE FINISH COLOR. PRODUCT #862 DESCRIPTION: BENJAMIN MOORE "CASCADE MOUNTAINS" LATEX SATIN FINISH SIZE: 1 GALLON I. NOTED AS (P4) DARK GRAY FINISH COLOR. PRODUCT #2121-10 DESCRIPTION: BENJAMIN MOORE "GRAY" LATEX SATIN FINISH SIZE: 1 GALLON VERIFY WITH HIBBETT SPORTS PRIOR TO PURCHASE. J. TOUCH UP PAINT REQUIRED TO BE LEFT ON SITE: ONE (1) GALLON OF EACH COLOR USED. JASON STATHERS BENJAMIN MOORE & CO. CELL 205-369-3053 FAX 862-432-4368 INTERIOR AND EXTERIOR TRIM MILLING A. INDUSTRIAL GRADE MEDIUM DENSITY FIBERBOARD (MDF) WITH FORMALDEHYDE FREE BINDER. EXCEED ANSI A208.2-1994. PRODUCT CLASS MD. B. INSTALL INTERIOR TRIM IN ACCORDANCE WITH A.W.I. STANDARDS. G.C. TO ENSURE EACH STANDARD SLOT WILL ALLOW FOR TWO SHELVES TO BE INSERTED SIDE BY SIDE. IMPORTANT NOTE: USE 2'-0" AND 4'-0" SHELVES TO GAUGE DISTANCE OF STANDARDS. ENSURE BOTH CAN FIT PROPERLY. DO NOT USE MEASURING TAPE TO GAUGE DISTANCE BETWEEN STANDARDS. SHELVES MUST FIT & BE LEVEL FROM TOP TO BOTTOM OF STANDARD. PRIOR TO UPRIGHT AND FURRING INSTALLATION SEE SHEET A2.0. ANY DISCREPANCIES CONTACT HIBBETTS CONSTRUCTION DEPARTMENT FAILURE TO DO SO WILL RESULT IN CHANGE ORDER NOT BEING AUTHORIZED. CONTACT PANEL PROCESSING (KAREN MATTHEWS AT 276-251-5300 OR JERRY DENENBERG AT 561-336-3777) FOR WALL PANEL INFORMATION. SEE A3.0 FOR ADDITIONAL INFORMATION. CONTACT CUSTOM RETAIL STORE FIXTURES, LLC (JOHN SMITH) AT 318-861-0108 FOR STANDARDS INFORMATION. SEE A3.0 FOR ADDITIONAL INFORMATION. NOTE:FINISH LEGEND GB1 P1 T2 NO. PAINT FINISHED GYP BD. MDF TRIM MATERIAL "LOCAL" MANUFACTURER 8'-0" x 4'-0" x 5/8" (1/2" AS SPECIFIED) 1 x 4 PRIMED MDF SEE SHEET T1.0 & FINISH SPECIFICATIONS SPECIFICATIONS T4 MDF CORNER TRIM 1 x 1 ONE PIECE MDF CORNER TRIM"LOCAL" "LOCAL" P3 PAINT - RESTROOM(S) T5 MDF CORNER TRIM "LOCAL" XX T3 MDF CORNER TRIM 1 x 2 + 1 x 2 PRIMED MDF CORNER TRIM"LOCAL" "HIBBETT - ALPINE GRAY"BENJAMIN MOOREP2 PAINT P4 PAINT "COVENTRY GRAY" HC-169BENJAMIN MOORE "CASCADE MOUNTAINS" 862BENJAMIN MOORE "GRAY" 2121-10BENJAMIN MOORE PNL1 SOLID PANELING PNL2 SOLID PANELING T6 LATTICE TRIM 1 1/2" X 1/8" LATTICE TRIM"LOCAL" CHARCOAL GREY MELAMINE - 2'-0" (120” x 22-15/16” x 1/2")PANEL PROCESSING CHARCOAL GREY MELAMINE - 4'-0" (120” x 46-15/16” x 1/2")PANEL PROCESSING SCALE: 5 A2.1 CHANNELED TRIM DETAIL 3" = 1'-0" @ METAL SHELF STANDARD 1 x 2 1/2 PRIMED MDF SEE DETAIL B/SHEET A2.3 FOR PANEL INSTALLATION DETAIL A2.1 IN T E R I O R E L E V A T I O N S SCALE: 2 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ STOREFRONT SCALE: 3 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ RIGHT DEMISING WALL SCALE: 4 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ LEFT DEMISING WALL SCALE: 6 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ DISPLAY WALL SCALE: 7 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ DISPLAY WALL SCALE: 5 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ DISPLAY WALL SCALE: 8 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ DISPLAY WALL 1 0 ' - 0 " 4" 8" 1 1 ' - 0 " 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 1'-0" 4" 4R 4R 1 1 ' - 0 " EXISTING STOREFRONT ENTRY DOOR 9' - 1 1 " G A T E 1x4 MDF TRIM BOARD, PAINTED P4T2 1x4 MDF TRIM BOARD, PAINTED P4T2 MR4 3R MIRROR 1 0 ' - 0 " 4" 8" 1 1 ' - 0 " 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 1x4 MDF TRIM BOARD, PAINTED P4T2 1x4 MDF TRIM BOARD, PAINTED P4T2 1 0 ' - 0 " 4" 8" 1 1 ' - 0 " 1'-3 1/2" 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 1x4 MDF TRIM BOARD, PAINTED P4T2 1x4 MDF TRIM BOARD, PAINTED P4T2 93'-7" 93'-7" 38'-1 1/4"38'-5 3/4" UPRIGHT SLOTS TO LINE UP MUST BE LEVEL MUST BE LEVEL AREA ABOVE 10'-4" A.F.F. TO BE PAINTED P1 AREA ABOVE 10'-4" A.F.F. TO BE PAINTED P1 AREA ABOVE 10'-4" A.F.F. TO BE PAINTED P1 6R CORRIDOR DOOR STOCK ROOM DOOR STOCK ROOM DOOR FITTING ROOM DOOR 1x4 MDF TRIM BOARD, PAINTED P4T2 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 1'-1 1/4"1'-0"4 1/2"4'-0" 1'-5 3/8" PNL2 PNL2 PNL2 PNL2 PNL2 PNL2 PNL2 PNL2 1'-0" 1'-0" 4" PNL2 PNL2 PNL2 PNL2 1'-0" 4" 4" 4" 4" 4" 4" STANDARDS, SEE DETAIL 6/A2.1 STANDARDS, SEE DETAIL 6/A2.1 STANDARDS, SEE DETAIL 6/A2.1 PAINT STOREFRONT SOFFIT BULKHEAD ABOVE GLASS P1 PAINT STOREFRONT SOFFIT BULKHEAD ABOVE GLASS P1 PAINT STOREFRONT SOFFIT BULKHEAD ABOVE GLASS P1 AREA ABOVE 10'-4" A.F.F. TO BE PAINTED P1 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 STANDARDS, SEE DETAIL 6/A2.1 PNL2PNL2 STOREFRONT SECURITY GATE 8 1x4 MDF TRIM BOARD, PAINTED P4 T2 STOREFRONT SECURITY GATE 8 STOREFRONT SECURITY GATE 8 STOREFRONT SECURITY GATE (INSIDE STOREFRONT AND COVERS ENTIRE STOREFRONT GLASS AREA AND ALL ENTRY DOOR(S).) STOREFRONT SECURITY GATE (INSIDE STOREFRONT AND COVERS ENTIRE STOREFRONT GLASS AREA AND ALL ENTRY DOOR(S).) 1'-6 1/4" 1'-6 1/4" 1x4 MDF TRIM BOARD, PAINTED P4 T2 1x4 MDF TRIM BOARD, PAINTED P4T2 STANDARDS, SEE DETAIL 6/A2.1 PI V O T P O I N T CORNER TRIM, PAINTED P2T3 CORNER TRIM, PAINTED P2 T3 PI V O T P O I N T PI V O T P O I N T CORNER TRIM, PAINTED P2T3 PAINT STOREFRONT SOFFIT BULKHEAD ABOVE GLASS P1 PNL2 PI V O T P O I N T PNL1 PNL1 PNL1 PNL1 PNL2 PNL21 0 ' - 0 " 4" 8" AREA BETWEEN TRIM TO BE PAINTED P1 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1 1/2" LATTICE TRIM, PAINTED P1T6 10'-10 3/8" 1x4 MDF TRIM BOARD, PAINTED P4T2 P2T3 MDF CORNER TRIM UP TO 10'-0" A.F.F., PAINTED P2T3 MDF CORNER TRIM UP TO 10'-0" A.F.F., PAINTED 1 1 ' - 0 " 11'-4 5/8" P1 GYPSUM BOARD WALL, PAINTED 2'-0" 2'-0" 2'-0" 2'-0"1'-11 1/4" 11 1/8" P1T4 NEW MDF CORNER TRIM ABOVE 10'-4" A.F.F., PAINTED P1T4 NEW MDF CORNER TRIM ABOVE 10'-4" A.F.F., PAINTED CONTINUOUS 1 1/2" LATTICE TRIM, PAINTED P1T6 1x4 MDF TRIM BOARD, PAINTED P4T2 P1T4 NEW MDF CORNER TRIM TO CEILING, PAINTED 1x4 MDF TRIM BOARD, PAINTED P4 T2 PNL1 PNL1 PNL1 PNL1 PNL2 1 0 ' - 0 " 4" 8" AREA BETWEEN TRIM TO BE PAINTED P1 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1 1/2" LATTICE TRIM, PAINTED P1T6 10'-1" 1x4 MDF TRIM BOARD, PAINTED P4T2 P2T3 MDF CORNER TRIM UP TO 10'-0" A.F.F., PAINTED P2T3 MDF CORNER TRIM UP TO 10'-0" A.F.F., PAINTED 2'-0" 2'-0" 2'-0" 2'-0"6 3/8" 1'-6 1/2" P1T4 NEW MDF CORNER TRIM ABOVE 10'-4" A.F.F., PAINTED P1T4 NEW MDF CORNER TRIM ABOVE 10'-4" A.F.F., PAINTED PNL2 P1T4 NEW MDF CORNER TRIM TO CEILING, PAINTED 1 1 ' - 0 " 10'-7 1/4" P1 GYPSUM BOARD WALL, PAINTED CONTINUOUS 1 1/2" LATTICE TRIM, PAINTED P1T6 1x4 MDF TRIM BOARD, PAINTED P4T2 T4 NEW MDF CORNER TRIM TO CEILING, PAINTED P1 PANELING PANELING SINGLE LAYER FURRING STRIP(S) SHELF STANDARD 5/8" GYP BD ON MTL STUD WALL FURRING STRIPS G.C. TO CHANNEL OUT TRIM AROUND STANDARD TO FIT FLUSH AGAINST PANELS. METAL SHELF STANDARD 5/8" GYPSUM BOARD GB1 METAL STUDS WALL PANELS 1x4 MDF TRIM BOARD 1x4 MDF TRIM BOARD 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 ROBE HOOK (FITTING ROOM HOOK) TOILET TISSUE HOLDER ACCESSORIES SCHEDULE MIRROR - FIXED TILT FRAME - 24" X 36" DESCRIPTION 3P895 MODEL NO. TOUGH GUY KETCHAM MIRROR - FRAMELESS - 24" X 60" X 1/4"N/A*CUSTOM CUT* GRAB BAR (36")WGB6SS36WINGITS WINGITS GRAINGER APPROVED GRAB BAR (42") 1. ITEMS LISTED WITH GRAINGER NO. OR MODEL NO. MUST BE ORDERED PER INSTRUCTIONS ON SHEET T1.1. SEE T1.0 FOR RESPONSIBILITY. ITEMS LISTED WITH N/A UNDER GRAINGER NO. OR MODEL NO. TO BE PURCHASED LOCALLY. 2. CONTRACTOR SHALL INSTALL BLOCKING IN WALLS AT INDICATED LOCATIONS OF TOILET ACCESSORIES. 3. CONTRACTOR SHALL INSTALL EQUIPMENT PER MANUFACTURES SPECIFICATIONS (CONTRACTOR SHALL INSTALL PER A.D.A MOUNTING HEIGHTS. REFER TO MANUFACTURE SPECIFICATION SHEETS.). 4. ALL TOILET ACCESSORIES ARE TO BE AS SPECIFIED OR APPROVED EQUAL. VERIFY ALL ACCESSORIES WITH HIBBETT CONSTRUCTION DEPARTMENT PRIOR TO PURCHASE AND INSTALLATION. REMARKS APPLY CLEAR SILICONE CAULK AROUND PERIMETER NOTE: GEORGE PACIFIC PAPER TOWEL HOLDER 1ECN4 MIRROR - FRAMELESS - 24" X 60" X 1/4" INSTALL PER SHEET A2.2 DETAILS N/A*CUSTOM CUT* INSTALL PER SHEET A2.1 & A2.2 DETAILS INSTALL PER SHEET A2.2 DETAILS 52720 INSTALL PER CODE REQUIREMENT INSTALL PER CODE REQUIREMENT FTM-2436 SURFACE MOUNTED SURFACE MOUNTED WALL DOOR STOP - STAINLESSROCKWOOD 406.32D INSTALL PER SHEET A2.0 & A2.1 DETAILS QTY MRK 2 2 1 1 2 2 2 2 5 ACCESSORIES SPECIFICATIONS 1. TOILET ROOM ACCESSORIES (SEE ACCESSORIES SCHEDULE ON SHEET A2.2): TOILET PAPER HOLDER SUITABLE FOR SINGLE ROLL, 24X36 MIRROR - CLEAR SILICONE AROUND PERIMETER, GRAB BAR'S (AS REQUIRED PER CODE), PAPER TOWEL HOLDER SUITABLE FOR SINGLE ROLLS, ADA HANDICAP REST ROOM SIGNAGE. 2. FITTING ROOM ACCESSORIES (SEE ACCESSORIES SCHEDULE ON SHEET A2.2): FITTING ROOM HOOKS, 24 x 60 X 1/4" MIRROR SHALL BE LOCATED ON INSIDE WALL OF THE FITTING ROOM (SEE ELEVATIONS ON SHEET A2.2), CONTRACTOR TO SEAL AROUND PERIMETER OF FITTING ROOM MIRROR WITH CLEAR SILICONE, 24 X 60 X 1/4" PI GLASS MIRROR SHALL BE LOCATED ON OUTSIDE OF FITTING ROOM DOOR. ALL MIRRORS WITH BOTTOM CHANNEL AND MASTIC. MOUNT WALL MIRROR AT 12" A.F.F. MOUNT FITTING ROOM DOOR MIRROR CENTERED ON DOOR LEFT TO RIGHT AT 10" A.F.F. MIRROR - FRAMELESS - CUSTOM N/A*CUSTOM CUT* 2 INSTALL PER SHEET A2.0 & A2.1 DETAILS WINGITS VERTICAL GRAB BAR (18")2 INSTALL PER CODE REQUIREMENT SCALE: 7 A2.2 FITTING ROOM WALL ELEVATIONS 1/4" = 1'-0"SCALE: 8 A2.2 FITTING ROOM HOOK DETAIL 1/4" = 1'-0"SCALE: 9 A2.2 FITTING ROOM BENCH DETAIL 1-1/2" = 1'-0" SCALE: 4 A2.2 TOILET ROOM INTERIOR ELEVATION 1/4" = 1'-0" TP MR1 MR2 MR3 MR4 GB1 GB2 GB3 PTH FRH WDS SCALE: 5 A2.2 GRAB BAR DETAIL 3" = 1'-0" FLOOR DOOR STOP - SATIN CHROME 443.26D INSTALL PER SHEET A2.0 DETAILS--FDS SCALE: 6 A2.2 TRIM SCHEDULE 3" = 1'-0" WALL MOUNTED FOAM SOAP DISPENSER PROLINE CURVEDEB SBS HIBBETT PROVIDED--FSD 1. ITEMS LISTED ON THIS PAGE ARE TO BE INSTALLED WITH DOORS, FRAMES, AND HARDWARE AS NOTED. SEE T1.0 FOR RESPONSIBILITY SCHEDULE. 2. SEE SHEET T1.1 FOR SPECIFICATIONS, GENERAL NOTES, AND ORDERING INSTRUCTIONS. ACCESSORIES NOTES GRAINGER NO. 3P895 N/A 19UC68 6RGG7 6RGG8 6RGG5 12V373 1ECN4 3HHX1 3EHF1 N/A N/A N/A WGB6SS42 WGB6SS18 ROCKWOOD MANUFACTURER PLY PLYWD SHEATHING 4'-0" x 8'-0" x 3/4" FRT PLYWOOD"LOCAL" FRP FRP PANELING TO 48" AFF ON ALL TOILET ROOM WALLS, COLOR "WHITE"SCALE: 2 A2.2 TYPICAL COLUMN ELEVATION 3/4" = 1'-0" P2 FINISH LEGEND GB1 P1 T2 NO. PAINT FINISHED GYP BD. MDF TRIM MATERIAL "LOCAL" MANUFACTURER 8'-0" x 4'-0" x 5/8" (1/2" AS SPECIFIED) 1 x 4 PRIMED MDF SEE SHEET T1.0 & FINISH SPECIFICATIONS SPECIFICATIONS T4 MDF CORNER TRIM 1 x 1 ONE PIECE MDF CORNER TRIM"LOCAL" "LOCAL" P3 PAINT T5 MDF TRIM "LOCAL" XX T3 MDF CORNER TRIM 1 x 2 + 1 x 2 PRIMED MDF CORNER TRIM"LOCAL" "COVENTRY GRAY" HC-169BENJAMIN MOORE T6 LATTICE TRIM "LOCAL"1 1/2" LATTICE TRIM B1 F1 COVE BASE BLACKJOHNSONITE "HIBBETT - ALPINE GRAY"BENJAMIN MOOREPAINT "CASCADE MOUNTAINS" 862BENJAMIN MOORE P4 PAINT "GRAY" 2121-10BENJAMIN MOORE PNL1 SOLID PANELING PNL2 SOLID PANELING F2 LVT FLOORING CHARCOAL GREY MELAMINE - 2'-0" (120” x 22-15/16” x 1/2")PANEL PROCESSING CHARCOAL GREY MELAMINE - 4'-0" (120” x 46-15/16” x 1/2")PANEL PROCESSING INTERFACE STYLE: 138570250H COLOR: 101832 BLACKCARPET TILES SCALE: 3 A2.2 TOILET ROOM ELEVATION 1/4" = 1'-0" "LOCAL" STYLE: LEVEL SET COLOR: A00101 JET MISTINTERFACE 1 x 2 1/2 PRIMED MDF A2.2 IN T E R I O R D E T A I L S & S P E C I F I C A T I O N S SCALE: 1 A2.2 ENLARGED TOILET ROOM PLAN 1/2" = 1'-0" BABY CHANGING TABLE KB200-01 HORIZONTAL SURFACE MOUNTED. ADA COMPLIANT2BCS-KOALA KARE 1 1 1 MR2 A B C D 2'-0" 12 " FRHFRH 2'-6" 2'-0" GB1 P1 GB1 P1 GB1 P1 GB1 P1 48 " M A X . H T . HOOKS 48 " M A X . H T . 40 " M I N . H T . 12 ' - 0 " B1 B1B1 WDS DOOR STOP TO MATCH HEIGHT OF DOOR HANDLE CLEAR SILICONE CAULKING AROUND MIRROR 24" x 60" MIRROR CLEAR SILICONE CAULKING AROUND COVE BASE BENCH SEE DTL 9/A2.2 B1 2'-1" FIN. 4'-0" FINISHED MOTION SENSOR FASTEN PAPER TOWEL & TOILET TISSUE HOLDERS TO FR. WOOD BLOCKING W/ (2) 1-1/2" SCREWS AT ENDS AND CENTER SUPPORT TO SUPPORT 50lbs. LOAD. NOTE: ALL WALLS IN TOILET ROOM TO BE PAINTED SEMI-GLOSS: "P3-CASCADE MOUNTAINS". FASTEN WALL-MOUNTED SOAP DISPENSER TO GYP BD W/ 2 TOGGLER BRAND SELF-DRILLING DRYWALL ANCHORS AND 2 #8 x 1 1/2" SHEET METAL SCREWS MR1 17" 18" FSDGB1GB3 GB2 TP 8' - 0 " P3 FRP B1 HIBBETT G.C. TO INSTALL CLEAR CAULK AROUND MIRROR, AT THE TOPS AND CORNERS OF FRP, AND THE TOP OF RUBBER BASE 8'-0" 4' - 0 " AL L W A L L S 40 " - 4 8 " A . F . F . M A X H E I G H T 3 1/8" 3" FRH FASTEN HOOKS TO FITTING ROOM WALL W/ (2) 1-1/2" SCREWS AT ENDS & CENTER SUPPORT TO SUPPORT 50LB LOAD FASTEN HOOKS, 2 TYP. SEE ACCESSORY SCEDULE 1' - 2 1 2" 112" 31 2" BASE B1 FINISH FLOOR F2 POWDER COATED BENCH CUSHION BLACK VINYL, GLOSS BLACK 1' - 6 " 4'-0" 1-1/2"1-1/2" 36 " A . F . F . NOTE: GRAB BAR MUST NOT ROTATE IN SLEEVE SATIN FINISH ALUMN. GRAB BAR FASTEN BAR TO FR. WOOD BLOCKING W/(2) 1-1/2" SCREWS AT ENDS AND CENTER SUPPORT TO SUPPORT 250lbs. LOAD T2 T4 1x4 PRIMED MDF 1x1 PRIMED MDF OUTSIDE CORNER TRIM T3 SALES AREA 1x2 PRIMED MDF FACE W/ 1x2 PRIMED MDF TRIM . 11 2 " 112" 3 1 2"1" 1" T6 1 1/2" LATTICE TRIM 11 2" PAINT TRIM COLOR AS INDICATED ON SHEET A2.1 & A2.2 T5 1x2 1/2" PRIMED MDF 2" 6' - 8 " 8' - 0 " CEILING NEW TOILET ROOM SIGNAGE. SEE DOOR SIGNAGE DETAILS & ELEVATIONS ON LS1.0 PUSH PUSH PUSH PUSH NEW ACCESSIBLE DRINKING FOUNTAIN. SEE P1.0 FOR SCHEDULES & DETAILS. CANE DETECTION BARRIERS. 60 " M A X 58 " M I M GEOMETRIC SYMBOLS MOUNTED TO DOORS T2 T4 1" MDF CORNER TRIM 1x4 MDF TRIM P2 P2 P2 COLUMN WRAPPED W/ MTL STUDS & GYP BD, PAINTED VARIES 1x4 MDF TRIM T2 P2 FINISHED FLOOR FINISHED CEILING 10 ' - 4 " A . F . F . 4" 4" VA R I E S - S E E A 4 . 0 F O R C E I L I N G H E I G H T REMAINING GYPSUM BOARD, PAINTED UP TO CEILING P1 EX I T S I G N TOILET ROOM SIGN TOILET ROOM SIGN 2 2 2 2 4 EX I T S I G N 22 SA L E S AR E A S I G N TA C T I L E EX I T S I G N TA C T I L E EX I T S I G N 4A2.2 4 A2.2 CL 3 A2.2 1' - 5 " 8' - 0 " 7'-0" 7'-0"8" C L 1' - 6 " 4 7 / 8 " 1' - 5 " CL FDFD C L 1' - 6 " OPP. HAND GB1 GB3 GB2 GB1 GB2 GB3 BCSBCS PTH PTH FSD FSD MR1 MR1 NEW HI-LO DRINKING FOUNTAIN 1' - 6 " 3'-8" 18" ±(ALIGN W/FACE OF HI-LO DRINKING FOUNTAIN CANE DETECTION BARRIER @ DRINKING FOUNTAIN 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 ROBE HOOK (FITTING ROOM HOOK) TOILET TISSUE HOLDER ACCESSORIES SCHEDULE MIRROR - FIXED TILT FRAME - 24" X 36" DESCRIPTION 3P895 MODEL NO. TOUGH GUY KETCHAM MIRROR - FRAMELESS - 24" X 60" X 1/4"N/A*CUSTOM CUT* GRAB BAR (36")WGB6SS36WINGITS WINGITS GRAINGER APPROVED GRAB BAR (42") 1. ITEMS LISTED WITH GRAINGER NO. OR MODEL NO. MUST BE ORDERED PER INSTRUCTIONS ON SHEET T1.1. SEE T1.0 FOR RESPONSIBILITY. ITEMS LISTED WITH N/A UNDER GRAINGER NO. OR MODEL NO. TO BE PURCHASED LOCALLY. 2. CONTRACTOR SHALL INSTALL BLOCKING IN WALLS AT INDICATED LOCATIONS OF TOILET ACCESSORIES. 3. CONTRACTOR SHALL INSTALL EQUIPMENT PER MANUFACTURES SPECIFICATIONS (CONTRACTOR SHALL INSTALL PER A.D.A MOUNTING HEIGHTS. REFER TO MANUFACTURE SPECIFICATION SHEETS.). 4. ALL TOILET ACCESSORIES ARE TO BE AS SPECIFIED OR APPROVED EQUAL. VERIFY ALL ACCESSORIES WITH HIBBETT CONSTRUCTION DEPARTMENT PRIOR TO PURCHASE AND INSTALLATION. REMARKS APPLY CLEAR SILICONE CAULK AROUND PERIMETER NOTE: GEORGE PACIFIC PAPER TOWEL HOLDER 1ECN4 MIRROR - FRAMELESS - 24" X 60" X 1/4" INSTALL PER SHEET A2.2 DETAILS N/A*CUSTOM CUT* INSTALL PER SHEET A2.1 & A2.2 DETAILS INSTALL PER SHEET A2.2 DETAILS 52720 INSTALL PER CODE REQUIREMENT INSTALL PER CODE REQUIREMENT FTM-2436 SURFACE MOUNTED SURFACE MOUNTED WALL DOOR STOP - STAINLESSROCKWOOD 406.32D INSTALL PER SHEET A2.0 & A2.1 DETAILS QTY MRK 2 2 1 1 2 2 2 2 5 ACCESSORIES SPECIFICATIONS 1. TOILET ROOM ACCESSORIES (SEE ACCESSORIES SCHEDULE ON SHEET A2.2): TOILET PAPER HOLDER SUITABLE FOR SINGLE ROLL, 24X36 MIRROR - CLEAR SILICONE AROUND PERIMETER, GRAB BAR'S (AS REQUIRED PER CODE), PAPER TOWEL HOLDER SUITABLE FOR SINGLE ROLLS, ADA HANDICAP REST ROOM SIGNAGE. 2. FITTING ROOM ACCESSORIES (SEE ACCESSORIES SCHEDULE ON SHEET A2.2): FITTING ROOM HOOKS, 24 x 60 X 1/4" MIRROR SHALL BE LOCATED ON INSIDE WALL OF THE FITTING ROOM (SEE ELEVATIONS ON SHEET A2.2), CONTRACTOR TO SEAL AROUND PERIMETER OF FITTING ROOM MIRROR WITH CLEAR SILICONE, 24 X 60 X 1/4" PI GLASS MIRROR SHALL BE LOCATED ON OUTSIDE OF FITTING ROOM DOOR. ALL MIRRORS WITH BOTTOM CHANNEL AND MASTIC. MOUNT WALL MIRROR AT 12" A.F.F. MOUNT FITTING ROOM DOOR MIRROR CENTERED ON DOOR LEFT TO RIGHT AT 10" A.F.F. MIRROR - FRAMELESS - CUSTOM N/A*CUSTOM CUT* 2 INSTALL PER SHEET A2.0 & A2.1 DETAILS WINGITS VERTICAL GRAB BAR (18")2 INSTALL PER CODE REQUIREMENT SCALE: 7 A2.2 FITTING ROOM WALL ELEVATIONS 1/4" = 1'-0"SCALE: 8 A2.2 FITTING ROOM HOOK DETAIL 1/4" = 1'-0"SCALE: 9 A2.2 FITTING ROOM BENCH DETAIL 1-1/2" = 1'-0" SCALE: 4 A2.2 TOILET ROOM INTERIOR ELEVATION 1/4" = 1'-0" TP MR1 MR2 MR3 MR4 GB1 GB2 GB3 PTH FRH WDS SCALE: 5 A2.2 GRAB BAR DETAIL 3" = 1'-0" FLOOR DOOR STOP - SATIN CHROME 443.26D INSTALL PER SHEET A2.0 DETAILS--FDS SCALE: 6 A2.2 TRIM SCHEDULE 3" = 1'-0" WALL MOUNTED FOAM SOAP DISPENSER PROLINE CURVEDEB SBS HIBBETT PROVIDED--FSD 1. ITEMS LISTED ON THIS PAGE ARE TO BE INSTALLED WITH DOORS, FRAMES, AND HARDWARE AS NOTED. SEE T1.0 FOR RESPONSIBILITY SCHEDULE. 2. SEE SHEET T1.1 FOR SPECIFICATIONS, GENERAL NOTES, AND ORDERING INSTRUCTIONS. ACCESSORIES NOTES GRAINGER NO. 3P895 N/A 19UC68 6RGG7 6RGG8 6RGG5 12V373 1ECN4 3HHX1 3EHF1 N/A N/A N/A WGB6SS42 WGB6SS18 ROCKWOOD MANUFACTURER PLY PLYWD SHEATHING 4'-0" x 8'-0" x 3/4" FRT PLYWOOD"LOCAL" FRP FRP PANELING TO 48" AFF ON ALL TOILET ROOM WALLS, COLOR "WHITE"SCALE: 2 A2.2 TYPICAL COLUMN ELEVATION 3/4" = 1'-0" P2 FINISH LEGEND GB1 P1 T2 NO. PAINT FINISHED GYP BD. MDF TRIM MATERIAL "LOCAL" MANUFACTURER 8'-0" x 4'-0" x 5/8" (1/2" AS SPECIFIED) 1 x 4 PRIMED MDF SEE SHEET T1.0 & FINISH SPECIFICATIONS SPECIFICATIONS T4 MDF CORNER TRIM 1 x 1 ONE PIECE MDF CORNER TRIM"LOCAL" "LOCAL" P3 PAINT T5 MDF TRIM "LOCAL" XX T3 MDF CORNER TRIM 1 x 2 + 1 x 2 PRIMED MDF CORNER TRIM"LOCAL" "COVENTRY GRAY" HC-169BENJAMIN MOORE T6 LATTICE TRIM "LOCAL"1 1/2" LATTICE TRIM B1 F1 COVE BASE BLACKJOHNSONITE "HIBBETT - ALPINE GRAY"BENJAMIN MOOREPAINT "CASCADE MOUNTAINS" 862BENJAMIN MOORE P4 PAINT "GRAY" 2121-10BENJAMIN MOORE PNL1 SOLID PANELING PNL2 SOLID PANELING F2 LVT FLOORING CHARCOAL GREY MELAMINE - 2'-0" (120” x 22-15/16” x 1/2")PANEL PROCESSING CHARCOAL GREY MELAMINE - 4'-0" (120” x 46-15/16” x 1/2")PANEL PROCESSING INTERFACE STYLE: 138570250H COLOR: 101832 BLACKCARPET TILES SCALE: 3 A2.2 TOILET ROOM ELEVATION 1/4" = 1'-0" "LOCAL" STYLE: LEVEL SET COLOR: A00101 JET MISTINTERFACE 1 x 2 1/2 PRIMED MDF A2.2 IN T E R I O R D E T A I L S & S P E C I F I C A T I O N S SCALE: 1 A2.2 ENLARGED TOILET ROOM PLAN 1/2" = 1'-0" BABY CHANGING TABLE KB200-01 HORIZONTAL SURFACE MOUNTED. ADA COMPLIANT2BCS-KOALA KARE 1 1 1 MR2 A B C D 2'-0" 12 " FRHFRH 2'-6" 2'-0" GB1 P1 GB1 P1 GB1 P1 GB1 P1 48 " M A X . H T . HOOKS 48 " M A X . H T . 40 " M I N . H T . 12 ' - 0 " B1 B1B1 WDS DOOR STOP TO MATCH HEIGHT OF DOOR HANDLE CLEAR SILICONE CAULKING AROUND MIRROR 24" x 60" MIRROR CLEAR SILICONE CAULKING AROUND COVE BASE BENCH SEE DTL 9/A2.2 B1 2'-1" FIN. 4'-0" FINISHED MOTION SENSOR FASTEN PAPER TOWEL & TOILET TISSUE HOLDERS TO FR. WOOD BLOCKING W/ (2) 1-1/2" SCREWS AT ENDS AND CENTER SUPPORT TO SUPPORT 50lbs. LOAD. NOTE: ALL WALLS IN TOILET ROOM TO BE PAINTED SEMI-GLOSS: "P3-CASCADE MOUNTAINS". FASTEN WALL-MOUNTED SOAP DISPENSER TO GYP BD W/ 2 TOGGLER BRAND SELF-DRILLING DRYWALL ANCHORS AND 2 #8 x 1 1/2" SHEET METAL SCREWS MR1 17" 18" FSDGB1GB3 GB2 TP 8' - 0 " P3 FRP B1 HIBBETT G.C. TO INSTALL CLEAR CAULK AROUND MIRROR, AT THE TOPS AND CORNERS OF FRP, AND THE TOP OF RUBBER BASE 8'-0" 4' - 0 " AL L W A L L S 40 " - 4 8 " A . F . F . M A X H E I G H T 3 1/8" 3" FRH FASTEN HOOKS TO FITTING ROOM WALL W/ (2) 1-1/2" SCREWS AT ENDS & CENTER SUPPORT TO SUPPORT 50LB LOAD FASTEN HOOKS, 2 TYP. SEE ACCESSORY SCEDULE 1' - 2 1 2" 112" 312" BASE B1 FINISH FLOOR F2 POWDER COATED BENCH CUSHION BLACK VINYL, GLOSS BLACK 1' - 6 " 4'-0" 1-1/2"1-1/2" 36 " A . F . F . NOTE: GRAB BAR MUST NOT ROTATE IN SLEEVE SATIN FINISH ALUMN. GRAB BAR FASTEN BAR TO FR. WOOD BLOCKING W/(2) 1-1/2" SCREWS AT ENDS AND CENTER SUPPORT TO SUPPORT 250lbs. LOAD T2 T4 1x4 PRIMED MDF 1x1 PRIMED MDF OUTSIDE CORNER TRIM T3 SALES AREA 1x2 PRIMED MDF FACE W/ 1x2 PRIMED MDF TRIM . 11 2" 112" 31 2"1" 1" T6 1 1/2" LATTICE TRIM 11 2" PAINT TRIM COLOR AS INDICATED ON SHEET A2.1 & A2.2 T5 1x2 1/2" PRIMED MDF 2" 6' - 8 " 8' - 0 " CEILING NEW TOILET ROOM SIGNAGE. SEE DOOR SIGNAGE DETAILS & ELEVATIONS ON LS1.0 PUSH PUSH PUSH PUSH NEW ACCESSIBLE DRINKING FOUNTAIN. SEE P1.0 FOR SCHEDULES & DETAILS. CANE DETECTION BARRIERS. 60 " M A X 58 " M I M GEOMETRIC SYMBOLS MOUNTED TO DOORS T2 T4 1" MDF CORNER TRIM 1x4 MDF TRIM P2 P2 P2 COLUMN WRAPPED W/ MTL STUDS & GYP BD, PAINTED VARIES 1x4 MDF TRIM T2 P2 FINISHED FLOOR FINISHED CEILING 10 ' - 4 " A . F . F . 4" 4" VA R I E S - S E E A 4 . 0 F O R C E I L I N G H E I G H T REMAINING GYPSUM BOARD, PAINTED UP TO CEILING P1 EX I T S I G N TOILET ROOM SIGN TOILET ROOM SIGN 2 2 2 2 4 EX I T S I G N 22 SA L E S AR E A S I G N TA C T I L E EX I T S I G N TA C T I L E EX I T S I G N 4A2.2 4 A2.2 CL 3 A2.2 1' - 5 " 8' - 0 " 7'-0" 7'-0"8" CL 1' - 6 " 4 7 / 8 " 1' - 5 " CL FDFD CL 1' - 6 " OPP. HAND GB1 GB3 GB2 GB1 GB2 GB3 BCSBCS PTH PTH FSD FSD MR1 MR1 NEW HI-LO DRINKING FOUNTAIN 1' - 6 " 3'-8" 18" ±(ALIGN W/FACE OF HI-LO DRINKING FOUNTAIN CANE DETECTION BARRIER @ DRINKING FOUNTAIN 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - SCALE: 1 A2.3 FURRING ELEVATION 1/4" = 1'-0" @ REAR SALES AREA SCALE: 2 A2.3 FURRING ELEVATION 1/4" = 1'-0" @ STOREFRONT · REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 FOR FURRING STRIP RESPONSIBILITY. · G.C. TO PROVIDE AND INSTALL 1 X 10 AND 1 x 6 SPRUCE FURRING STRIPS INSTALLED HORIZONTALLY AND VERTICALLY THROUGHOUT THE SPACE PER ELEVATIONS ON THIS SHEET. FOLLOW DIRECTION EXACTLY. NO SPLICING ALLOWED. · STOCK ROOM WALLS ARE NOT TO BE PAINTED. NOTES: SCALE: A A2.3 PLYWOOD SHEATHING (TYP) 1/4" = 1'-0" SCALE: B A2.3 PANEL INSTALLATION DETAIL NTS (TYP) SEE SHEET A2.1 FOR LOCATIONS OF VERTICAL STANDARDS NOTES: A2.3 FU R R I N G I N S T A L L A T I O N E L E V A T I O N S SCALE: 3 A2.3 FURRING ELEVATION 1/4" = 1'-0" @ RIGHT DEMISING WALL SCALE: 7 A2.3 FURRING ELEVATION 1/4" = 1'-0"SCALE: 6 A2.3 FURRING ELEVATION 1/4" = 1'-0" SCALE: 5 A2.3 FURRING ELEVATION 1/4" = 1'-0" SCALE: 4 A2.3 FURRING ELEVATION 1/4" = 1'-0" @ LEFT DEMISING WALL 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 ' - 0 " 4' - 0 " 7' - 0 " 1 0 ' - 4 " G.C. TO PAINT FURRING STRIPS P2 1 x 1 0 F U R R I N G S T R I P G.C. TO INSTALL 1 X 2 FURRING STRIPS ON BOTTOM OF WALL & PAINT P2 1 X 3 FURRING STRIP TO BE INSTALLED 3/8" ABOVE DOOR FRAME ASSEMBLY MIRROR FITTING ROOM 3R 6R CORRIDOR 1 ' - 0 " 4' - 0 " 7' - 0 " 1 0 ' - 4 " 1 x 1 0 F U R R I N G S T R I P 1 x 1 0 F U R R I N G S T R I P 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP G.C. TO PAINT FURRING STRIPS P2 4'x8' PLYWD PHONE BD SEE SHEET E4.0 7' - 1 0 " 1 2 ' - 0 " 1 x 10 FURRING STRIP 4'-61 4" 1 x 10 FURRING STRIP 4'-10" 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 ' - 0 " 4' - 0 " 7' - 0 " 1 0 ' - 4 " 1 x 1 0 F U R R I N G S T R I P 1 x 1 0 F U R R I N G S T R I P G.C. TO PAINT FURRING STRIPS P2 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP G.C. TO INSTALL 1 X 2 FURRING STRIPS ON BOTTOM OF WALL & PAINT P2 G.C. TO INSTALL 1 X 2 FURRING STRIPS ON BOTTOM OF WALL & PAINT P2 1 ' - 0 " 7' - 6 " 9' - 8 " 3' - 1 1 " 1 2 ' - 0 " 8' - 0 " OPEN CEILING OPEN CEILING OPEN CEILING 1 x 1 0 F U R R I N G S T R I P 1 x 1 0 F U R R I N G S T R I P 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP G.C. TO PAINT FURRING STRIPS P2 G.C. TO INSTALL 1 X 2 FURRING STRIPS ON BOTTOM OF WALL & PAINT P2 INSTALL 1 X 10 VERTICAL FURRING STRIPS IN CORNERS AS SHOWN. PAINT P2 INSTALL 1 X 10 VERTICAL FURRING STRIPS IN CORNERS AS SHOWN. PAINT P2 INSTALL 1 X 10 VERTICAL FURRING STRIPS IN CORNERS AS SHOWN. PAINT P2 EXISTING STOREFRONT ENTRY DOOR INSTALL 1 X 10 VERTICAL FURRING STRIPS IN CORNERS AS SHOWN. PAINT P2 1 X 3 FURRING STRIP TO BE INSTALLED 3/8" ABOVE DOOR FRAME ASSEMBLY INSTALL 1 X 10 VERTICAL FURRING STRIPS 3/8" FROM DOOR FRAME ASSEMBLY INSTALL 1 X 10 VERTICAL FURRING STRIPS 3/8" FROM DOOR FRAME ASSEMBLY 4R ROOM STOCK 4R ROOM STOCK PLYWOOD PLY PLYWOOD PLY 1 0 " 4' - 0 " 7' - 0 " 1 0 ' - 0 " 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP PI V O T P O I N T PI V O T P O I N T FINISHED CEILING FINISHED FLOOR 8' - 0 " VARIES *INSTALL 3/4" FRT PLYWOOD WITH LIQUID NAIL & HEXHEAD TAPCON SCREWS @ 24" O.C. DIRECTLY TO WALL. 1/4" HEXHEAD TAPCON SCREWS W/ SS WASHER @ 24" O.C. EACH WAY, MINIMUM 8 SCREWS PER 8'-0" SHEET PLY PLY PLY 4'-0"4'-0" 4'-0" 1 0 ' - 0 " PNL1 METAL SHELF STANDARD COUNTERSINK SCREWS SO SCREW HEAD IS EVEN WITH PANEL SURFACE & TO AVOID CRACKING ℄ 9" WALL WITH STANDARDS ℄ 6" 4" 6" COUNTERSINK SCREWS SO SCREW HEAD IS EVEN WITH PANEL SURFACE & TO AVOID CRACKING 3' - 8 " 6' - 8 " 18 GAGE 2" NAILS (SHOOT 130LB MIN PSI) FILL IN WITH PUTTY TO MATCH PANEL COLOR PNL1 ℄℄6"6" METAL SHELF STANDARD 5/8" GYPSUM BOARD GB1 METAL STUDS PNL1 PNL1PNL1METAL SHELF STANDARD FURRING STRIP(S) PANEL TO BE CENTERED WITHIN STANDARDS 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . DA T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 SCALE: 1 A2.3 FURRING ELEVATION 1/4" = 1'-0" @ REAR SALES AREA SCALE: 2 A2.3 FURRING ELEVATION 1/4" = 1'-0" @ STOREFRONT · REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 FOR FURRING STRIP RESPONSIBILITY. · G.C. TO PROVIDE AND INSTALL 1 X 10 AND 1 x 6 SPRUCE FURRING STRIPS INSTALLED HORIZONTALLY AND VERTICALLY THROUGHOUT THE SPACE PER ELEVATIONS ON THIS SHEET. FOLLOW DIRECTION EXACTLY. NO SPLICING ALLOWED. · STOCK ROOM WALLS ARE NOT TO BE PAINTED. NOTES: SCALE: A A2.3 PLYWOOD SHEATHING (TYP) 1/4" = 1'-0" SCALE: B A2.3 PANEL INSTALLATION DETAIL NTS (TYP) SEE SHEET A2.1 FOR LOCATIONS OF VERTICAL STANDARDS NOTES: A2.3 FU R R I N G I N S T A L L A T I O N E L E V A T I O N S SCALE: 3 A2.3 FURRING ELEVATION 1/4" = 1'-0" @ RIGHT DEMISING WALL SCALE: 7 A2.3 FURRING ELEVATION 1/4" = 1'-0"SCALE: 6 A2.3 FURRING ELEVATION 1/4" = 1'-0" SCALE: 5 A2.3 FURRING ELEVATION 1/4" = 1'-0" SCALE: 4 A2.3 FURRING ELEVATION 1/4" = 1'-0" @ LEFT DEMISING WALL 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 ' - 0 " 4' - 0 " 7' - 0 " 1 0 ' - 4 " G.C. TO PAINT FURRING STRIPS P2 1 x 1 0 F U R R I N G S T R I P G.C. TO INSTALL 1 X 2 FURRING STRIPS ON BOTTOM OF WALL & PAINT P2 1 X 3 FURRING STRIP TO BE INSTALLED 3/8" ABOVE DOOR FRAME ASSEMBLY MIRROR FITTING ROOM 3R 6R CORRIDOR 1 ' - 0 " 4' - 0 " 7' - 0 " 1 0 ' - 4 " 1 x 1 0 F U R R I N G S T R I P 1 x 1 0 F U R R I N G S T R I P 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP G.C. TO PAINT FURRING STRIPS P2 4'x8' PLYWD PHONE BD SEE SHEET E4.0 7' - 1 0 " 1 2 ' - 0 " 1 x 10 FURRING STRIP 4'-61 4" 1 x 10 FURRING STRIP 4'-10" 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 ' - 0 " 4' - 0 " 7' - 0 " 1 0 ' - 4 " 1 x 1 0 F U R R I N G S T R I P 1 x 1 0 F U R R I N G S T R I P G.C. TO PAINT FURRING STRIPS P2 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP G.C. TO INSTALL 1 X 2 FURRING STRIPS ON BOTTOM OF WALL & PAINT P2 G.C. TO INSTALL 1 X 2 FURRING STRIPS ON BOTTOM OF WALL & PAINT P2 1 ' - 0 " 7' - 6 " 9' - 8 " 3'- 1 1 " 1 2 ' - 0 " 8' - 0 " OPEN CEILING OPEN CEILING OPEN CEILING 1 x 1 0 F U R R I N G S T R I P 1 x 1 0 F U R R I N G S T R I P 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP G.C. TO PAINT FURRING STRIPS P2 G.C. TO INSTALL 1 X 2 FURRING STRIPS ON BOTTOM OF WALL & PAINT P2 INSTALL 1 X 10 VERTICAL FURRING STRIPS IN CORNERS AS SHOWN. PAINT P2 INSTALL 1 X 10 VERTICAL FURRING STRIPS IN CORNERS AS SHOWN. PAINT P2 INSTALL 1 X 10 VERTICAL FURRING STRIPS IN CORNERS AS SHOWN. PAINT P2 EXISTING STOREFRONT ENTRY DOOR INSTALL 1 X 10 VERTICAL FURRING STRIPS IN CORNERS AS SHOWN. PAINT P2 1 X 3 FURRING STRIP TO BE INSTALLED 3/8" ABOVE DOOR FRAME ASSEMBLY INSTALL 1 X 10 VERTICAL FURRING STRIPS 3/8" FROM DOOR FRAME ASSEMBLY INSTALL 1 X 10 VERTICAL FURRING STRIPS 3/8" FROM DOOR FRAME ASSEMBLY 4R ROOM STOCK 4R ROOM STOCK PLYWOOD PLY PLYWOOD PLY 1 0 " 4' - 0 " 7' - 0 " 1 0 ' - 0 " 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP PI V O T P O I N T PI V O T P O I N T FINISHED CEILING FINISHED FLOOR 8' - 0 " VARIES *INSTALL 3/4" FRT PLYWOOD WITH LIQUID NAIL & HEXHEAD TAPCON SCREWS @ 24" O.C. DIRECTLY TO WALL. 1/4" HEXHEAD TAPCON SCREWS W/ SS WASHER @ 24" O.C. EACH WAY, MINIMUM 8 SCREWS PER 8'-0" SHEET PLY PLY PLY 4'-0"4'-0" 4'-0" 1 0 ' - 0 " PNL1 METAL SHELF STANDARD COUNTERSINK SCREWS SO SCREW HEAD IS EVEN WITH PANEL SURFACE & TO AVOID CRACKING ℄ 9" WALL WITH STANDARDS ℄ 6" 4" 6" COUNTERSINK SCREWS SO SCREW HEAD IS EVEN WITH PANEL SURFACE & TO AVOID CRACKING 3'- 8 " 6' - 8 " 18 GAGE 2" NAILS (SHOOT 130LB MIN PSI) FILL IN WITH PUTTY TO MATCH PANEL COLOR PNL1 ℄℄6"6" METAL SHELF STANDARD 5/8" GYPSUM BOARD GB1 METAL STUDS PNL1 PNL1PNL1METAL SHELF STANDARD FURRING STRIP(S) PANEL TO BE CENTERED WITHIN STANDARDS 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . D A T E DE S C R I P T I O N - - - - - - - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 SCALE: 1 A2.3 FURRING ELEVATION 1/4" = 1'-0" @ REAR SALES AREA SCALE: 2 A2.3 FURRING ELEVATION 1/4" = 1'-0" @ STOREFRONT · REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 FOR FURRING STRIP RESPONSIBILITY. · G.C. TO PROVIDE AND INSTALL 1 X 10 AND 1 x 6 SPRUCE FURRING STRIPS INSTALLED HORIZONTALLY AND VERTICALLY THROUGHOUT THE SPACE PER ELEVATIONS ON THIS SHEET. FOLLOW DIRECTION EXACTLY. NO SPLICING ALLOWED. · STOCK ROOM WALLS ARE NOT TO BE PAINTED. NOTES: SCALE: A A2.3 PLYWOOD SHEATHING (TYP) 1/4" = 1'-0" SCALE: B A2.3 PANEL INSTALLATION DETAIL NTS (TYP) SEE SHEET A2.1 FOR LOCATIONS OF VERTICAL STANDARDS NOTES: A2.3 FU R R I N G I N S T A L L A T I O N E L E V A T I O N S SCALE: 3 A2.3 FURRING ELEVATION 1/4" = 1'-0" @ RIGHT DEMISING WALL SCALE: 7 A2.3 FURRING ELEVATION 1/4" = 1'-0"SCALE: 6 A2.3 FURRING ELEVATION 1/4" = 1'-0" SCALE: 5 A2.3 FURRING ELEVATION 1/4" = 1'-0" SCALE: 4 A2.3 FURRING ELEVATION 1/4" = 1'-0" @ LEFT DEMISING WALL 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 ' - 0 " 4' - 0 " 7' - 0 " 1 0 ' - 4 " G.C. TO PAINT FURRING STRIPS P2 1 x 1 0 F U R R I N G S T R I P G.C. TO INSTALL 1 X 2 FURRING STRIPS ON BOTTOM OF WALL & PAINT P2 1 X 3 FURRING STRIP TO BE INSTALLED 3/8" ABOVE DOOR FRAME ASSEMBLY MIRROR FITTING ROOM 3R 6R CORRIDOR 1 ' - 0 " 4' - 0 " 7' - 0 " 1 0 ' - 4 " 1 x 1 0 F U R R I N G S T R I P 1 x 1 0 F U R R I N G S T R I P 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP G.C. TO PAINT FURRING STRIPS P2 4'x8' PLYWD PHONE BD SEE SHEET E4.0 7' - 1 0 " 1 2 ' - 0 " 1 x 10 FURRING STRIP 4'-61 4" 1 x 10 FURRING STRIP 4'-10" 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 ' - 0 " 4' - 0 " 7' - 0 " 1 0 ' - 4 " 1 x 1 0 F U R R I N G S T R I P 1 x 1 0 F U R R I N G S T R I P G.C. TO PAINT FURRING STRIPS P2 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP G.C. TO INSTALL 1 X 2 FURRING STRIPS ON BOTTOM OF WALL & PAINT P2 G.C. TO INSTALL 1 X 2 FURRING STRIPS ON BOTTOM OF WALL & PAINT P2 1 ' - 0 " 7' - 6 " 9' - 8 " 3' - 1 1 " 1 2 ' - 0 " 8' - 0 " OPEN CEILING OPEN CEILING OPEN CEILING 1 x 1 0 F U R R I N G S T R I P 1 x 1 0 F U R R I N G S T R I P 1 x 10 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP 1 x 6 FURRING STRIP G.C. TO PAINT FURRING STRIPS P2 G.C. TO INSTALL 1 X 2 FURRING STRIPS ON BOTTOM OF WALL & PAINT P2 INSTALL 1 X 10 VERTICAL FURRING STRIPS IN CORNERS AS SHOWN. PAINT P2 INSTALL 1 X 10 VERTICAL FURRING STRIPS IN CORNERS AS SHOWN. PAINT P2 INSTALL 1 X 10 VERTICAL FURRING STRIPS IN CORNERS AS SHOWN. PAINT P2 EXISTING STOREFRONT ENTRY DOOR INSTALL 1 X 10 VERTICAL FURRING STRIPS IN CORNERS AS SHOWN. PAINT P2 1 X 3 FURRING STRIP TO BE INSTALLED 3/8" ABOVE DOOR FRAME ASSEMBLY INSTALL 1 X 10 VERTICAL FURRING STRIPS 3/8" FROM DOOR FRAME ASSEMBLY INSTALL 1 X 10 VERTICAL FURRING STRIPS 3/8" FROM DOOR FRAME ASSEMBLY 4R ROOM STOCK 4R ROOM STOCK PLYWOOD PLY PLYWOOD PLY 1 0 " 4' - 0 " 7' - 0 " 1 0 ' - 0 " 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP 1 x 10 FURRING STRIP PI V O T P O I N T PI V O T P O I N T FINISHED CEILING FINISHED FLOOR 8' - 0 " VARIES *INSTALL 3/4" FRT PLYWOOD WITH LIQUID NAIL & HEXHEAD TAPCON SCREWS @ 24" O.C. DIRECTLY TO WALL. 1/4" HEXHEAD TAPCON SCREWS W/ SS WASHER @ 24" O.C. EACH WAY, MINIMUM 8 SCREWS PER 8'-0" SHEET PLY PLY PLY 4'-0"4'-0" 4'-0" 1 0 ' - 0 " PNL1 METAL SHELF STANDARD COUNTERSINK SCREWS SO SCREW HEAD IS EVEN WITH PANEL SURFACE & TO AVOID CRACKING ℄ 9" WALL WITH STANDARDS ℄ 6" 4" 6" COUNTERSINK SCREWS SO SCREW HEAD IS EVEN WITH PANEL SURFACE & TO AVOID CRACKING 3' - 8 " 6' - 8 " 18 GAGE 2" NAILS (SHOOT 130LB MIN PSI) FILL IN WITH PUTTY TO MATCH PANEL COLOR PNL1 ℄℄6"6" METAL SHELF STANDARD 5/8" GYPSUM BOARD GB1 METAL STUDS PNL1 PNL1PNL1METAL SHELF STANDARD FURRING STRIP(S) PANEL TO BE CENTERED WITHIN STANDARDS 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - SCALE: 1 A3.0 FLOOR FINISH PLAN 3/16" = 1'-0" 1. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0. 2. ALL PERIMETER MEASUREMENTS ARE SHOWN FROM GYPSUM BOARD FINISH. 3. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR HIBBETT SPORTING GOODS, INC. APPROVAL WILL BE CORRECTED BY THE GENERAL CONTRACTOR AT THEIR COST. CONTRACTOR'S NOTES: ROOM FINISH SPECIFICATIONS F2 FINISH LEGEND B1 F1 NO. CARPET TILE COVE BASE MATERIAL MANUFACTURER BLACK SEE SHEET T1.0 & FINISH SPECIFICATIONS SPECIFICATIONS JOHNSONITE XX PAINT TRIM PER ELEVATIONS ON SHEET A2.1. INSTALL PROVIDED PANELING AND SHELF STANDARDS. ROOM FINISH SCHEDULE SPACE BASEFLOOR WALLS REMARKS INSTALL CLEAR SILICONE CAULK AROUND COVE BASE & MIRROR. SALES AREA 100 STOCK AREA 101 TOILET ROOMS 102 BASE TRIM 1x4 MDF, PAINTED TOP TRIM 1x4 MDF, PAINTED BASE - LOCAL 4" COVE BASE BLACK GYP. BD. TAPED, FLOATED, SANDED SMOOTH. PAINT WALLS W/ BENJAMIN MOORE LATEX SATIN "P1-COVENTRY GRAY"FITTING ROOM 104 CORRIDOR 105 WALLS TO BE UNFINISHED. INSTALL STOCKROOM SHELVING PER A2.0 DIRECTION. GYP. BD. TAPED, FLOATED, SANDED SMOOTH. INSTALL FURRING WHERE SHELVING IS TO BE INSTALLED. SEE SHEETS A1.0 & A2.2 FOR DETAILS N/A FINISHED CONCRETE SEALED 1 WEEK PRIOR TO TURNOVER FINISHED CONCRETE SEALED 1 WEEK PRIOR TO TURNOVER F3 SEALED CONCRETE "LOCAL" CLEANED & SEALED 1 WEEK PRIOR TO TURN OVER F5 WALK-OFF MAT 103 BASE - LOCAL FRP TO 48" AFF 4" COVE BASE BLACK WALL FINISH: PAINTED W/ BENJAMIN MOORE SEMI-GLOSS LATEX PAINT AS SPECIFIED. INSTALL CLEAR SILICONE CAULK AROUND MIRROR, FRP, AND COVE BASE. GYP. BD. TAPED, FLOATED, SANDED SMOOTH. PAINT WALLS W/ BENJAMIN MOORE LATEX SEMI-GLOSS "P3-CASCADE MOUNTAINS" GYP BD TAPED, FLOATED, SANDED SMOOTH, W/ FURRING STRIPS INSTALLED PER DETAIL 6/A2.2. PANELS AND SHELF STANDARDS INSTALLED OVER FURRING. PANELING - PANEL PROCESSING COLOR: CHARCOAL GREY MELAMINE CONTACT: KAREN MATTHEWS PHONE: (276) 251-5300 METAL STANDARDS - CUSTOM RETAIL STORE FIXTURES, LLC. POWDER COATED GREY (10' STANDARD) CONTACT: JOHN SMITH PHONE: (318) 861-0108 FINISHED CONCRETE SEALED 1 WEEK PRIOR TO TURNOVER INTERFACE STYLE: 138570250H COLOR: 101832 BLACK LVT PLANK STYLE: SR899 #1388602500 COLOR: 104940 IRON STYLE: LEVEL SET COLOR: A00101 JET MIST LVT PLANK - INTERFACE MODULAR RESILIENT FLOORING STYLE: LEVEL SET DF2135-16-214 / DE017 COLOR: A00101 JET MIST *INSTALL IN A FRONT TO BACK OF SPACE DIRECTION WITH 50% OFFSET (RANDOM PATTERN) WALK-OFF MAT - INTERFACE STYLE: SR899 1388602500 COLOR: 104940 IRON *INSTALL IN A MONOLITHIC PATTERN LVT PLANK - INTERFACE MODULAR RESILIENT FLOORING STYLE: LEVEL SET DF2135-16-214 / DE017 COLOR: A00101 JET MIST ADDRESS: INTERFACE SERVICES 106 NORTHPOINT PKWY BLDG 2, SUITE 300 ACWORTH, GA 30102 CONTACT: JONATHAN CLINGER PHONE: 770-975-4853 EMAIL: JONATHAN.CLINGER@INTERFACE.COM A. GENERAL 1. GENERAL CONTRACTOR WILL PROVIDE ALL LABOR NECESSARY FOR THE APPLICATION OF THE SPECIFIED FLOORING 2. ALL SURFACE PREPARATION, APPLICATION, AND FINISHING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 3. INSTALL SEALER (2-3 COATS) AS REQUIRED FOR ADEQUATE PROTECTION & FINISH IN STOCKROOM ONLY B. CARPET - INTERFACE 1. SPECIFICATIONS InterfaceFLOR CUSTOM "MONOCHROME" 50cm x 50cm CARPET TILE STYLE: 138570250H COLOR: 101832 BLACK 2. COORDINATING PRODUCTS: InterfaceFLOR TacTiles: CARPET TILE INSTALLATION SYSTEM 125 sq YARDS PER BOX C. LVT PLANK - INTERFACE 1. SPECIFICATIONS InterfaceFLOR CUSTOM "MODULAR RESILIENT FLOORING" NATURAL STONES COLLECTION: LEVEL SET DF2135-16-214 / DE017 COLOR: A00101 JET MIST D. WALK-OFF MAT - CONTACT ADAM FOSTER @ (770) 975-4853 FOR ORDERING InterfaceFLOR ENTRY LEVEL: (WALK-OFF) 50cm x 50cm CARPET TILE STYLE: SR899 #1388602500 COLOR: 104940 IRON E. VINYL COVE BASE - FITTING ROOM (SEE FITTING RM. ELEV. ON A2.2) JOHNSONITE - TIGHTLOCK CARPET WALL BASE, "LOCAL BLACK" F. REDUCER STRIP JOHNSONITE - COLOR MATCH CTA-40-A CARPET TO TILE ADAPTER 2650-471 INTERFACE INTERFACE A3.0 FL O O R F I N I S H P L A N BASE - LOCAL 4" COVE BASE BLACK WALL FINISH: PAINTED W/ BENJAMIN MOORE SEMI-GLOSS LATEX PAINT AS SPECIFIED. GYP. BD. TAPED, FLOATED, SANDED SMOOTH. PAINT WALLS W/ BENJAMIN MOORE LATEX SEMI-GLOSS "P3-CASCADE MOUNTAINS" DA T A RA C K SALES AREA 100 STOCK AREA 101 TLT ROOM 102 FITTING ROOM 104 7 A3.0 5 A3.0 4 A3.0 F2 B1 F3 3'-0" ELECTRICAL CLEARANCE STRIPING AS DIRECTED BY LOCAL FIRE MARSHAL, MINIMUM 3" STRIPING, BENJAMIN MOORE #P22-15 "SAFETY YELLOW" CORRIDOR 105 6 A3.0 F5 CARPET INSTALLER TO ENSURE WALK-OFF MAT IS INSET & FLUSH WITH LVT FLOORING. SEE DTL 6/A3.0. 7'-0"7'-01 4"38'-23 4" 8' - 0 " 4'-0" 6' - 0 " 3'-0" 3' - 0 " 2' - 0 " 6' - 0 " 3'-11" 3'-9" TLT ROOM 103 3' - 0 " 3'-0" F5 F5 6 A3.0 6 A3.0 3 A3.0 3 A3.0 FRP B1 F3 FRP B1 F3 5 A3.0F3 2 A3.0 7'-8" 8' - 0 " 6 A3.0 3 A3.0 3' - 0 " 3'-0" F5 5 A3.0 F2 F2 F2 F2 EXISTING ADJACENT RETAIL TENANT (NO WORK) 31 ' - 4 " 5' - 3 1 2 " 6' - 2 1 8" 6' - 0 " 6' - 2 1 8" 1 9 ' - 0 1 2" 20 ' - 9 5 8" 94 ' - 9 7 8" B1 16'-93 4" LVT / WALK-OFF MAT CORRIDOR TO EXIT WALK-OFF MAT / ENTRANCE SCALE: 2 A3.0 FLOOR TRANSITION N.T.S.SCALE: 3 A3.0 FLOOR TRANSITION N.T.S. SCALE: 4 A3.0 FLOOR TRANSITION N.T.S.SCALE: 5 A3.0 FLOOR TRANSITION N.T.S. SCALE: 6 A3.0 FLOOR TRANSITION N.T.S.SCALE: 7 A3.0 FLOOR TRANSITION N.T.S. MTL THRESHOLD CONC. SLAB, SEALED F3 MTL THRESHOLD ENTRANCE MAT F5 CONC. SLAB WALK-OFF MAT F5 LVT FLOORING F2 CONC. SLAB SALES TO STOCK ROOM NOTE: CARPET TO EXTEND 3'-0" INTO STOCK AREA VINYL EDGE GUARD 1 / 4 " CONC. SLAB, SEALED F3 WALK-OFF MAT F5 CONC. SLAB CORRIDOR TO TOILET ROOM SALES AREA TO FITTING ROOM LVT FLOORINGF2 CONC. SLAB 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . DA T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 SCALE: 1 A3.0 FLOOR FINISH PLAN 3/16" = 1'-0" 1. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0. 2. ALL PERIMETER MEASUREMENTS ARE SHOWN FROM GYPSUM BOARD FINISH. 3. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR HIBBETT SPORTING GOODS, INC. APPROVAL WILL BE CORRECTED BY THE GENERAL CONTRACTOR AT THEIR COST. CONTRACTOR'S NOTES: ROOM FINISH SPECIFICATIONS F2 FINISH LEGEND B1 F1 NO. CARPET TILE COVE BASE MATERIAL MANUFACTURER BLACK SEE SHEET T1.0 & FINISH SPECIFICATIONS SPECIFICATIONS JOHNSONITE XX PAINT TRIM PER ELEVATIONS ON SHEET A2.1. INSTALL PROVIDED PANELING AND SHELF STANDARDS. ROOM FINISH SCHEDULE SPACE BASEFLOOR WALLS REMARKS INSTALL CLEAR SILICONE CAULK AROUND COVE BASE & MIRROR. SALES AREA 100 STOCK AREA 101 TOILET ROOMS 102 BASE TRIM 1x4 MDF, PAINTED TOP TRIM 1x4 MDF, PAINTED BASE - LOCAL 4" COVE BASE BLACK GYP. BD. TAPED, FLOATED, SANDED SMOOTH. PAINT WALLS W/ BENJAMIN MOORE LATEX SATIN "P1-COVENTRY GRAY"FITTING ROOM 104 CORRIDOR 105 WALLS TO BE UNFINISHED. INSTALL STOCKROOM SHELVING PER A2.0 DIRECTION. GYP. BD. TAPED, FLOATED, SANDED SMOOTH. INSTALL FURRING WHERE SHELVING IS TO BE INSTALLED. SEE SHEETS A1.0 & A2.2 FOR DETAILS N/A FINISHED CONCRETE SEALED 1 WEEK PRIOR TO TURNOVER FINISHED CONCRETE SEALED 1 WEEK PRIOR TO TURNOVER F3 SEALED CONCRETE "LOCAL" CLEANED & SEALED 1 WEEK PRIOR TO TURN OVER F5 WALK-OFF MAT 103 BASE - LOCAL FRP TO 48" AFF 4" COVE BASE BLACK WALL FINISH: PAINTED W/ BENJAMIN MOORE SEMI-GLOSS LATEX PAINT AS SPECIFIED. INSTALL CLEAR SILICONE CAULK AROUND MIRROR, FRP, AND COVE BASE. GYP. BD. TAPED, FLOATED, SANDED SMOOTH. PAINT WALLS W/ BENJAMIN MOORE LATEX SEMI-GLOSS "P3-CASCADE MOUNTAINS" GYP BD TAPED, FLOATED, SANDED SMOOTH, W/ FURRING STRIPS INSTALLED PER DETAIL 6/A2.2. PANELS AND SHELF STANDARDS INSTALLED OVER FURRING. PANELING - PANEL PROCESSING COLOR: CHARCOAL GREY MELAMINE CONTACT: KAREN MATTHEWS PHONE: (276) 251-5300 METAL STANDARDS - CUSTOM RETAIL STORE FIXTURES, LLC. POWDER COATED GREY (10' STANDARD) CONTACT: JOHN SMITH PHONE: (318) 861-0108 FINISHED CONCRETE SEALED 1 WEEK PRIOR TO TURNOVER INTERFACE STYLE: 138570250H COLOR: 101832 BLACK LVT PLANK STYLE: SR899 #1388602500 COLOR: 104940 IRON STYLE: LEVEL SET COLOR: A00101 JET MIST LVT PLANK - INTERFACE MODULAR RESILIENT FLOORING STYLE: LEVEL SET DF2135-16-214 / DE017 COLOR: A00101 JET MIST *INSTALL IN A FRONT TO BACK OF SPACE DIRECTION WITH 50% OFFSET (RANDOM PATTERN) WALK-OFF MAT - INTERFACE STYLE: SR899 1388602500 COLOR: 104940 IRON *INSTALL IN A MONOLITHIC PATTERN LVT PLANK - INTERFACE MODULAR RESILIENT FLOORING STYLE: LEVEL SET DF2135-16-214 / DE017 COLOR: A00101 JET MIST ADDRESS: INTERFACE SERVICES 106 NORTHPOINT PKWY BLDG 2, SUITE 300 ACWORTH, GA 30102 CONTACT: JONATHAN CLINGER PHONE: 770-975-4853 EMAIL: JONATHAN.CLINGER@INTERFACE.COM A. GENERAL 1. GENERAL CONTRACTOR WILL PROVIDE ALL LABOR NECESSARY FOR THE APPLICATION OF THE SPECIFIED FLOORING 2. ALL SURFACE PREPARATION, APPLICATION, AND FINISHING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 3. INSTALL SEALER (2-3 COATS) AS REQUIRED FOR ADEQUATE PROTECTION & FINISH IN STOCKROOM ONLY B. CARPET - INTERFACE 1. SPECIFICATIONS InterfaceFLOR CUSTOM "MONOCHROME" 50cm x 50cm CARPET TILE STYLE: 138570250H COLOR: 101832 BLACK 2. COORDINATING PRODUCTS: InterfaceFLOR TacTiles: CARPET TILE INSTALLATION SYSTEM 125 sq YARDS PER BOX C. LVT PLANK - INTERFACE 1. SPECIFICATIONS InterfaceFLOR CUSTOM "MODULAR RESILIENT FLOORING" NATURAL STONES COLLECTION: LEVEL SET DF2135-16-214 / DE017 COLOR: A00101 JET MIST D. WALK-OFF MAT - CONTACT ADAM FOSTER @ (770) 975-4853 FOR ORDERING InterfaceFLOR ENTRY LEVEL: (WALK-OFF) 50cm x 50cm CARPET TILE STYLE: SR899 #1388602500 COLOR: 104940 IRON E. VINYL COVE BASE - FITTING ROOM (SEE FITTING RM. ELEV. ON A2.2) JOHNSONITE - TIGHTLOCK CARPET WALL BASE, "LOCAL BLACK" F. REDUCER STRIP JOHNSONITE - COLOR MATCH CTA-40-A CARPET TO TILE ADAPTER 2650-471 INTERFACE INTERFACE A3.0 FL O O R F I N I S H P L A N BASE - LOCAL 4" COVE BASE BLACK WALL FINISH: PAINTED W/ BENJAMIN MOORE SEMI-GLOSS LATEX PAINT AS SPECIFIED. GYP. BD. TAPED, FLOATED, SANDED SMOOTH. PAINT WALLS W/ BENJAMIN MOORE LATEX SEMI-GLOSS "P3-CASCADE MOUNTAINS" DA T A RA C K SALES AREA 100 STOCK AREA 101 TLT ROOM 102 FITTING ROOM 104 7 A3.0 5 A3.0 4 A3.0 F2 B1 F3 3'-0" ELECTRICAL CLEARANCE STRIPING AS DIRECTED BY LOCAL FIRE MARSHAL, MINIMUM 3" STRIPING, BENJAMIN MOORE #P22-15 "SAFETY YELLOW" CORRIDOR 105 6 A3.0 F5 CARPET INSTALLER TO ENSURE WALK-OFF MAT IS INSET & FLUSH WITH LVT FLOORING. SEE DTL 6/A3.0. 7'-0"7'-01 4"38'-23 4" 8' - 0 " 4'-0" 6' - 0 " 3'-0" 3'- 0 " 2' - 0 " 6' - 0 " 3'-11" 3'-9" TLT ROOM 103 3'- 0 " 3'-0" F5 F5 6 A3.0 6 A3.0 3 A3.0 3 A3.0 FRP B1 F3 FRP B1 F3 5 A3.0F3 2 A3.0 7'-8" 8' - 0 " 6 A3.0 3 A3.0 3'- 0 " 3'-0" F5 5 A3.0 F2 F2 F2 F2 EXISTING ADJACENT RETAIL TENANT (NO WORK) 31 ' - 4 " 5' - 3 1 2" 6' - 2 1 8" 6' - 0 " 6' - 2 1 8" 1 9 ' - 0 1 2" 20 ' - 9 5 8" 94 ' - 9 7 8" B1 16'-93 4" LVT / WALK-OFF MAT CORRIDOR TO EXIT WALK-OFF MAT / ENTRANCE SCALE: 2 A3.0 FLOOR TRANSITION N.T.S.SCALE: 3 A3.0 FLOOR TRANSITION N.T.S. SCALE: 4 A3.0 FLOOR TRANSITION N.T.S.SCALE: 5 A3.0 FLOOR TRANSITION N.T.S. SCALE: 6 A3.0 FLOOR TRANSITION N.T.S.SCALE: 7 A3.0 FLOOR TRANSITION N.T.S. MTL THRESHOLD CONC. SLAB, SEALED F3 MTL THRESHOLD ENTRANCE MAT F5 CONC. SLAB WALK-OFF MAT F5 LVT FLOORING F2 CONC. SLAB SALES TO STOCK ROOM NOTE: CARPET TO EXTEND 3'-0" INTO STOCK AREA VINYL EDGE GUARD 1 / 4 " CONC. SLAB, SEALED F3 WALK-OFF MAT F5 CONC. SLAB CORRIDOR TO TOILET ROOM SALES AREA TO FITTING ROOM LVT FLOORINGF2 CONC. SLAB 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . D A T E DE S C R I P T I O N - - - - - - - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 SCALE: 1 A3.0 FLOOR FINISH PLAN 3/16" = 1'-0" 1. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0. 2. ALL PERIMETER MEASUREMENTS ARE SHOWN FROM GYPSUM BOARD FINISH. 3. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR HIBBETT SPORTING GOODS, INC. APPROVAL WILL BE CORRECTED BY THE GENERAL CONTRACTOR AT THEIR COST. CONTRACTOR'S NOTES: ROOM FINISH SPECIFICATIONS F2 FINISH LEGEND B1 F1 NO. CARPET TILE COVE BASE MATERIAL MANUFACTURER BLACK SEE SHEET T1.0 & FINISH SPECIFICATIONS SPECIFICATIONS JOHNSONITE XX PAINT TRIM PER ELEVATIONS ON SHEET A2.1. INSTALL PROVIDED PANELING AND SHELF STANDARDS. ROOM FINISH SCHEDULE SPACE BASEFLOOR WALLS REMARKS INSTALL CLEAR SILICONE CAULK AROUND COVE BASE & MIRROR. SALES AREA 100 STOCK AREA 101 TOILET ROOMS 102 BASE TRIM 1x4 MDF, PAINTED TOP TRIM 1x4 MDF, PAINTED BASE - LOCAL 4" COVE BASE BLACK GYP. BD. TAPED, FLOATED, SANDED SMOOTH. PAINT WALLS W/ BENJAMIN MOORE LATEX SATIN "P1-COVENTRY GRAY"FITTING ROOM 104 CORRIDOR 105 WALLS TO BE UNFINISHED. INSTALL STOCKROOM SHELVING PER A2.0 DIRECTION. GYP. BD. TAPED, FLOATED, SANDED SMOOTH. INSTALL FURRING WHERE SHELVING IS TO BE INSTALLED. SEE SHEETS A1.0 & A2.2 FOR DETAILS N/A FINISHED CONCRETE SEALED 1 WEEK PRIOR TO TURNOVER FINISHED CONCRETE SEALED 1 WEEK PRIOR TO TURNOVER F3 SEALED CONCRETE "LOCAL" CLEANED & SEALED 1 WEEK PRIOR TO TURN OVER F5 WALK-OFF MAT 103 BASE - LOCAL FRP TO 48" AFF 4" COVE BASE BLACK WALL FINISH: PAINTED W/ BENJAMIN MOORE SEMI-GLOSS LATEX PAINT AS SPECIFIED. INSTALL CLEAR SILICONE CAULK AROUND MIRROR, FRP, AND COVE BASE. GYP. BD. TAPED, FLOATED, SANDED SMOOTH. PAINT WALLS W/ BENJAMIN MOORE LATEX SEMI-GLOSS "P3-CASCADE MOUNTAINS" GYP BD TAPED, FLOATED, SANDED SMOOTH, W/ FURRING STRIPS INSTALLED PER DETAIL 6/A2.2. PANELS AND SHELF STANDARDS INSTALLED OVER FURRING. PANELING - PANEL PROCESSING COLOR: CHARCOAL GREY MELAMINE CONTACT: KAREN MATTHEWS PHONE: (276) 251-5300 METAL STANDARDS - CUSTOM RETAIL STORE FIXTURES, LLC. POWDER COATED GREY (10' STANDARD) CONTACT: JOHN SMITH PHONE: (318) 861-0108 FINISHED CONCRETE SEALED 1 WEEK PRIOR TO TURNOVER INTERFACE STYLE: 138570250H COLOR: 101832 BLACK LVT PLANK STYLE: SR899 #1388602500 COLOR: 104940 IRON STYLE: LEVEL SET COLOR: A00101 JET MIST LVT PLANK - INTERFACE MODULAR RESILIENT FLOORING STYLE: LEVEL SET DF2135-16-214 / DE017 COLOR: A00101 JET MIST *INSTALL IN A FRONT TO BACK OF SPACE DIRECTION WITH 50% OFFSET (RANDOM PATTERN) WALK-OFF MAT - INTERFACE STYLE: SR899 1388602500 COLOR: 104940 IRON *INSTALL IN A MONOLITHIC PATTERN LVT PLANK - INTERFACE MODULAR RESILIENT FLOORING STYLE: LEVEL SET DF2135-16-214 / DE017 COLOR: A00101 JET MIST ADDRESS: INTERFACE SERVICES 106 NORTHPOINT PKWY BLDG 2, SUITE 300 ACWORTH, GA 30102 CONTACT: JONATHAN CLINGER PHONE: 770-975-4853 EMAIL: JONATHAN.CLINGER@INTERFACE.COM A. GENERAL 1. GENERAL CONTRACTOR WILL PROVIDE ALL LABOR NECESSARY FOR THE APPLICATION OF THE SPECIFIED FLOORING 2. ALL SURFACE PREPARATION, APPLICATION, AND FINISHING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 3. INSTALL SEALER (2-3 COATS) AS REQUIRED FOR ADEQUATE PROTECTION & FINISH IN STOCKROOM ONLY B. CARPET - INTERFACE 1. SPECIFICATIONS InterfaceFLOR CUSTOM "MONOCHROME" 50cm x 50cm CARPET TILE STYLE: 138570250H COLOR: 101832 BLACK 2. COORDINATING PRODUCTS: InterfaceFLOR TacTiles: CARPET TILE INSTALLATION SYSTEM 125 sq YARDS PER BOX C. LVT PLANK - INTERFACE 1. SPECIFICATIONS InterfaceFLOR CUSTOM "MODULAR RESILIENT FLOORING" NATURAL STONES COLLECTION: LEVEL SET DF2135-16-214 / DE017 COLOR: A00101 JET MIST D. WALK-OFF MAT - CONTACT ADAM FOSTER @ (770) 975-4853 FOR ORDERING InterfaceFLOR ENTRY LEVEL: (WALK-OFF) 50cm x 50cm CARPET TILE STYLE: SR899 #1388602500 COLOR: 104940 IRON E. VINYL COVE BASE - FITTING ROOM (SEE FITTING RM. ELEV. ON A2.2) JOHNSONITE - TIGHTLOCK CARPET WALL BASE, "LOCAL BLACK" F. REDUCER STRIP JOHNSONITE - COLOR MATCH CTA-40-A CARPET TO TILE ADAPTER 2650-471 INTERFACE INTERFACE A3.0 FL O O R F I N I S H P L A N BASE - LOCAL 4" COVE BASE BLACK WALL FINISH: PAINTED W/ BENJAMIN MOORE SEMI-GLOSS LATEX PAINT AS SPECIFIED. GYP. BD. TAPED, FLOATED, SANDED SMOOTH. PAINT WALLS W/ BENJAMIN MOORE LATEX SEMI-GLOSS "P3-CASCADE MOUNTAINS" DA T A RA C K SALES AREA 100 STOCK AREA 101 TLT ROOM 102 FITTING ROOM 104 7 A3.0 5 A3.0 4 A3.0 F2 B1 F3 3'-0" ELECTRICAL CLEARANCE STRIPING AS DIRECTED BY LOCAL FIRE MARSHAL, MINIMUM 3" STRIPING, BENJAMIN MOORE #P22-15 "SAFETY YELLOW" CORRIDOR 105 6 A3.0 F5 CARPET INSTALLER TO ENSURE WALK-OFF MAT IS INSET & FLUSH WITH LVT FLOORING. SEE DTL 6/A3.0. 7'-0"7'-01 4"38'-23 4" 8' - 0 " 4'-0" 6' - 0 " 3'-0" 3' - 0 " 2' - 0 " 6' - 0 " 3'-11" 3'-9" TLT ROOM 103 3' - 0 " 3'-0" F5 F5 6 A3.0 6 A3.0 3 A3.0 3 A3.0 FRP B1 F3 FRP B1 F3 5 A3.0F3 2 A3.0 7'-8" 8' - 0 " 6 A3.0 3 A3.0 3' - 0 " 3'-0" F5 5 A3.0 F2 F2 F2 F2 EXISTING ADJACENT RETAIL TENANT (NO WORK) 31 ' - 4 " 5' - 3 1 2" 6' - 2 1 8" 6' - 0 " 6' - 2 1 8" 1 9 ' - 0 1 2" 20 ' - 9 5 8" 94 ' - 9 7 8" B1 16'-93 4" LVT / WALK-OFF MAT CORRIDOR TO EXIT WALK-OFF MAT / ENTRANCE SCALE: 2 A3.0 FLOOR TRANSITION N.T.S.SCALE: 3 A3.0 FLOOR TRANSITION N.T.S. SCALE: 4 A3.0 FLOOR TRANSITION N.T.S.SCALE: 5 A3.0 FLOOR TRANSITION N.T.S. SCALE: 6 A3.0 FLOOR TRANSITION N.T.S.SCALE: 7 A3.0 FLOOR TRANSITION N.T.S. MTL THRESHOLD CONC. SLAB, SEALED F3 MTL THRESHOLD ENTRANCE MAT F5 CONC. SLAB WALK-OFF MAT F5 LVT FLOORING F2 CONC. SLAB SALES TO STOCK ROOM NOTE: CARPET TO EXTEND 3'-0" INTO STOCK AREA VINYL EDGE GUARD 1 / 4 " CONC. SLAB, SEALED F3 WALK-OFF MAT F5 CONC. SLAB CORRIDOR TO TOILET ROOM SALES AREA TO FITTING ROOM LVT FLOORINGF2 CONC. SLAB 2130 E 17th St - 10111279406/07/23 - REFER TO RESPONSIBILITY SCHEDULE, SHEET T1.0. - INSTALL NEW CEILING GRID & TILE THROUGHOUT SPACE AS INDICATED. - STOCKROOM STRIP LIGHTS MUST BE INSTALLED PER MEASUREMENTS SHOWN ON THIS SHEET. FAILURE BY RESPONSIBLE PARTY TO FOLLOW THIS DIRECTION SHALL RESULT IN RE-INSTALLING THE FIXTURES AT THE EXPENSE OF THAT PARTY. - UNLESS OTHERWISE SPECIFIED, EXIT LIGHTS ARE TO BE STRUCTURE MOUNTED. FAILURE BY RESPONSIBLE PARTY TO FOLLOW THIS DIRECTION SHALL RESULT IN RE-INSTALLING THE FIXTURES AT THE EXPENSE OF THAT PARTY. - ALL NEW LIGHT FIXTURES THROUGHOUT SPACE MUST HAVE NEW LAMPS INSTALLED. - 2 X 2 MIRRORED BUBBLES INSTALLED ACCORDING TO TENANT'S PLANS. SEE SHEET A4.0 AND T1.0-RESPONSIBILITY SCHEDULE. - 2 X 4 MIRRORED PANELS INSTALLED ACCORDING TO TENANT'S PLANS. SEE SHEET A4.0 AND T1.0-RESPONSIBILITY SCHEDULE. SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 15 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1/ 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - REFLECTED CEILING LEGEND REFLECTED CEILING NOTES: TRACK LIGHTING 2'x2' PLEXI BUBBLE FOR SECURITY SYSTEM 2'x4' MIRRORED PANEL FOR SECURITY SYSTEM RETURN AIR GRILLE SUPPLY AIR DIFFUSER EXHAUST FAN SCALE: 1 A4.0 REFLECTED CEILING PLAN 3/16" = 1'-0" - ALL LAY-IN LIGHT FIXTURES ARE NEW. - ALL STRIP LIGHT FIXTURES ARE NEW. - ALL TRACK LIGHT FIXTURES ARE NEW. - ELECTRICAL CONTRACTOR TO INSTALL NEW LIGHTING & CONNECT TO POWER PER THIS LAYOUT. - CONTACT STEVE BENTRUP OF CITY LIGHTING TO PURCHASE SENSOR SWITCHES AS NOTED ON PLAN @ OFFICE: (800) 888-2572 OR EMAIL: sbentrup@citylighting.com ELECTRICAL NOTES:CEILING FINISH SCHEDULE SPACE CEILING REMARKS 103 SALES AREA 100 STOCK AREA 101 TOILET ROOMS 102 FITTING ROOM 104 CORRIDOR 105 11'-0" 8'-0" 12'-0" N/A CLG HT 8'-0" LAMP SCHEDULELIGHT FIXTURE SCHEDULE QTY SYMBOL TYPE MANUFACTURER CATALOG NO. DESCRIPTION REF NOTES VOLTS REC SUR SUS WAL LAMP/ FIXT WATTS/ LAMP FIXTURE WATTS MANUFACTURER/ CATALOG NO. 41 1 C UNIV X UNIV UNIV X X 2 14 F G NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE X X X X X 120 120 120 120 120 4' ONE CIRCUIT TRACK (WHITE) MTD W/ LZR207 T-BAR CLIPS 8' ONE CIRCUIT TRACK (WHITE) MTD W/ LZR207 T-BAR CLIPS MB CIRCUIT BREAKER 5A @ 120V = 600 WATT (WHITE LIVE END) MB CIRCUIT BREAKER 2.5A @ 120V = 300 WATT (WHITE LIVE END) MINIATURE STRAIGHT CONNECTOR FOR SURFACE TRACK (WHITE) LZR104P LZR108P CB600P CB300P LZR212P HALO HALO HALO HALO HALO K M N NN P HALOS -EM SURE-LITES SEL-50 UNIVERSAL MOUNT LED EMERGENCY LIGHT UNIV X -- -- --INCLUDED 5 UNIV X 2 Z EXISTING EXISTING TOILET ROOM EXHAUST FAN/LIGHT UNIV X 23.91 9 LED BULB A19 TCPL9A19D25IK NOT APPLICABLEX3UNIV 7 20 6 4 13 94 LED EMERGENCY LIGHT -NOT APPLICABLEUNIVX 1 V LUMARK XTOR2B-PC1 NOT APPLICABLEXLED WALL PACK LIGHT (EXTERIOR) UNIV -- --METALUX METALUX X -- -- 25 73 -- -- SURE-LITES INCLUDED LEDUNIVERSAL MOUNT LED EXIT/EMERGENCY LIGHT COMBO 8' LED STRIPLIGHT; SURFACE MOUNT LN-UNV-L840-CD-2-U INCLUDED LED8T-SNLED-LD4-83SL LN-UNV-L840-CD-1-U 4-SNLED-LD4-46SL 4' LED STRIPLIGHT; SURFACE MOUNT INCLUDED LED 4' WRAPAROUND WITH ACRYLIC LENS; SURFACE MOUNT 36 4WNLED-LD4-40SL- F-UNV-L840-CD1-U -- --INCLUDED LEDMETALUX COMBINED BATTERY-PWRD EMERGENCY LIGHT AND ILLUMINATED EXIT SIGN SB LEVITON DDS15-BDZ PROGRAMMABLE LIGHT SWITCH FOR SIGN NOT APPLICABLEXUNIV4 OS 5 GG UNIV X --METALUX 73 --LN-UNV-L840-CD-2-U INCLUDED LED8T-SNLED-LD4-83SL 5 8' LED STRIPLIGHT; SURFACE MOUNT, NIGHT LIGHT REFERENCE NOTES: 1. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0. 2. FIXTURES SHOWN ON PLAN AS NIGHT LIGHT TO BE WIRED TO SAME CIRCUIT. 3. FIXTURES USED FOR NIGHT LIGHTING OR EMERGENCY TO BE ON LOCKOUT CIRCUIT. 4. CONNECTOR HAS ANGLED FEATURE. TURN FEATURE 90° TO CONNECT TRACK AT ANGLED PORTION. SEE PLAN FOR TRACK TO CONNECT @ 90° 5. CONTACT STEVE BENTRUP @ CITY LIGHTING PRODUCTS (800-888-2572) FOR INFO OF ALL LIGHTING SPECIFIED ON THIS SCHEDULE. 6. ELECTRICAL CONTRACTOR MUST INSTALL/CONNECT ONE (1) DEDICATED CIRCUIT TO EACH FEED CONNECTOR @ TRACK LIGHTING. 7. G.C. TO PROPERLY RECYCLE FLUORESCENT LAMPS FROM EXISTING FIXTURES IN WHICH ONLY LAMPS ARE REPLACED WITH LED LAMPS. 1,5 1,5 1,5 1,2,3,5 1,5,6 1,5,6 1,5,6 1,5,6 1,5,6 1,3,5 1,3,5 1,5 1,5 1,5 1,3,5 1,5 DIMMING NOTES DIMMABLE TO 10% 0-10V DIMMABLE TO 10% 0-10V DIMMABLE TO 10% 0-10V NOT APPLICABLEX120MB CIRCUIT BREAKER 1A @ 120V = 120 WATT (WHITE LIVE END)CB120PHALON14 1,5,6 LPXC-25SD 2.2 WALL MOUNTED OCCUPANCY MOTION SENSORPW-301WATTSTOPPER CEILING MOUNTED OCCUPANCY SENSORCI-300WATTSTOPPER 1201,5,6 UNIVERSAL LAMPHOLDER (WHITE) 1 15 15 SATCO 15PAR38/LED/40'/4K/90CRIX OPEN TO DECK EXISTING GYP BD CEILING GYP BD CEILING - "LOCAL" GYP BD CEILING TAPED, FLOATED & SANDED SMOOTH. PAINT CEILING W/ BENJAMIN MOORE SEMI GLOSS P3 "CASCADE MOUNTAINS" ACT CEILING - NEW GRID 2' x 4' COLOR WHITE TILE REPLACE ANY BROKEN OR DAMAGED CEILING TILES AS NEEDED TO MATCH EXISTING "SECOND - LOOK" HTL-603P A4.0 RE F L E C T E D C E I L I N G P L A N A B LAY-IN LED LIGHT FIXTURE 8'-0" STRIP LIGHT FIXTURE 4'-0" STRIP LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE UNIV XMETALUX UNIV XMETALUX 1,5 1,2,3,5 DIMMABLE TO 10% 0-10V DIMMABLE TO 10% 0-10V 2X4 LED FLAT PANEL MET24FP4740C 40 -- --INCLUDED LED 40 -- --INCLUDED LED 2X4 LED FLAT PANEL WITH EMERGENCY BALLAST, NIGHT LIGHT MET24FP4740C/ EBPLED7W T11 X2X2 LED FLAT PANELMETALUXMET22FP4240C UNIV 1,5 39.3 -- --INCLUDED LED GYP BD CEILING - "LOCAL" GYP BD CEILING TAPED, FLOATED & SANDED SMOOTH. PAINT CEILING W/ BENJAMIN MOORE SEMI GLOSS P3 "CASCADE MOUNTAINS" BOUNDARY OF NEW CEILING AREA 1 SCALE: 2 A4.0 NOT USED NTS 1 2 2 2 2 2 2 2 2 2 SEISMIC CEILING COMPRESSION STRUT - TYP. 2 A T A T T T DA T A RA C K 2 2 2 2 2 2 2 2 2 2 2 OS OS OS OS SP SP SP SP SP SP B B B A SALES AREA 100STOCK AREA 101 CORRIDOR 105 TLT ROOM 103 FITTING ROOM 104 2X4 LED FLAT PANEL NIGHT LIGHT FIXTURE WITH EMERGENCY BACKUP (TYPICAL FOR "B" FIXTURES) ALL TRACK HEADS ARE TYPE "S" FIXTURES (TYPICAL), SPACED 24" O.C. STRUCTURE MOUNTED OCCUPANCY SENSORS. INSTALL @12'-0" A.F.F. USING UNISTRUT & THREADED RODS 8' STRUCTURE MOUNTED STRIP NIGHT LIGHT FIXTURE W/ EMERGENCY BATTERY BACKUP (2-4' FIXTURES IN TANDEM PER DIMENSION (TYPICAL FOR "GG" FIXTURES). INSTALL @ 12'-0" A.F.F. USING UNISTRUT & THREADED RODS 8' STRUCTURE MOUNTED STRIP LIGHT FIXTURE (2-4' FIXTURES IN TANDEM PER DIMENSION (TYPICAL FOR "GG" FIXTURES). INSTALL @ 12'-0" A.F.F. USING UNISTRUT & THREADED RODS NEW 4' SURFACE MOUNTED LIGHT FIXTURE (TYPICAL FOR "C") TLT ROOM 102 24"x24" ACCESS PANEL FOR WATER HEATER ACCESS EXISTING ADJACENT RETAIL TENANT (NO WORK) A A A B A A A A A A A A A A B A A A A A B A A A A A A A A A B A A A A A A A A B A A A A A T GGG G G G G GF G F G GG G C GG GG GG G G G G G 5' - 9 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 3'-0"6'-10" 6'-1" X X X WALL MOUNTED EXIT/ EMERGENCY COMBO LIGHT N M M M P P N1 31'-71 2" TRACK LIGHTING 78 ' - 7 1 4" T R A C K L I G H T I N G NN M M M M M M M M M M N N N P P P P P P 7'-25 8" 3' - 6 3 8" 2' - 6 " 2'-11 4" 2'-01 2" 3'-8" 2'-10"4'-9" 5' - 1 0 5 8" STRUCTURE MOUNTED EXIT/ EMERGENCY COMBO LIGHT STRUCTURE MOUNTED OCCUPANCY SENSORS. INSTALL @12'-0" A.F.F. USING UNISTRUT & THREADED RODS CEILING MOUNTED OCCUPANCY SENSORS. MOTION SENSOR N M M K K K M P 19 ' - 5 7 8" T R A C K L I G H T I N G 4' - 1 5 8" TR A C K LI G H T I N G 4' - 1 5 8" TR A C K LI G H T I N G 15 ' - 9 3 4" T R A C K L I G H T I N G 3' - 2 " 31'-71 2" TRACK LIGHTING 5' - 1 0 5 8" M M M MP P 2X2 LED FLAT PANEL LIGHT FIXTURE (TYPICAL FOR "T" FIXTURES) T T T T T T T T T T CEILING MOUNTED EXIT/ EMERGENCY COMBO LIGHT 2X4 LED FLAT PANEL LIGHT FIXTURE (TYPICAL FOR "A" FIXTURES) 8' OF SIGN HOLDER TRACK 16' OF SIGN HOLDER TRACK X X CEILING MOUNTED EXIT/ EMERGENCY COMBO LIGHT NEW GYP. BD. (GB1) CEILING @ 12'-0" A.F.F. (TYPICAL FITTING ROOM) DIM. FROM FACE OF SLAT WALL TO FACE OF TRACK P P EXISTING EXHAUST FAN/LIGHT COMBO MOTION SENSOR 13'-2" 16'-0" 16 ' - 0 3 8" 40 ' - 0 3 8" 14 ' - 0 " 24 ' - 0 " G.C. TO INSTALL NEW SPEAKERS PROVIDED BY TENANT. INSTALL PER DIMENSIONS SHOWN ON PLAN. "MIRRORED" SECURITY PANEL "MIRRORED" SECURITY BUBBLE (3 TYPICAL) 4' - 0 " 4' - 0 " 4' - 0 " 8' - 0 " 4' - 0 " 1' - 4 3 4" 1' - 3 " 3'-0" PATCH EXIST. GYP. BD. CLG. @ DEMOLISHED PARTITION CEILING MOUNTED EXIT/ EMERGENCY COMBO LIGHT NEW GYP. BD. (GB1) CEILING. PATCH INTO EXIST. CORRIDOR CEILING PROVIDE NEW CEILING AND GRID TO MATCH EXIST. EXTEND EXISTING GRID PATTERN INTO NEW CEILING AREAS N NN N1 N1 NN PROVIDE NEW CEILING AND GRID TO MATCH EXIST. EXTEND EXISTING GRID PATTERN INTO NEW CEILING AREAS PROVIDE NEW CEILING AND GRID TO MATCH EXIST. EXTEND EXISTING GRID PATTERN INTO NEW CEILING AREAS K K K K NN N1 8' OF SIGN HOLDER TRACK PROVIDE NEW CEILING AND GRID TO MATCH EXIST. EXTEND EXISTING GRID PATTERN INTO NEW CEILING AREAS SUSPENDED CEILING ATTACHMENT WALL(S) SUSPENDED CEILING ATTACHMENT WALL(S) SEISMIC JOINT SEE SHEET A4.1 ATTACHED CEILING WALL UNATTACHED CEILING WALL ATTACHED CEILING WALL UNATTACHED CEILING WALL CROSS TEES MAIN TEES NOTE: GC TO MODIFY EXISTING CEILING SYSTEM AS REQUIRED TO INSTALL SEISMIC JOINT AND WALL ATTACHMENT DETAILS TYPICAL COMPRESSION STRUT (8'-0" O .C. EACH WAY. SEE DETAIL 1/A4.1 PROVIDE SEPARATE BRACE WIRES FOR LIGHT FIXTURES AND MECHANICAL DEVICES. 2130 E 17th St - 10111279406/07/23 - REFER TO RESPONSIBILITY SCHEDULE, SHEET T1.0. - INSTALL NEW CEILING GRID & TILE THROUGHOUT SPACE AS INDICATED. - STOCKROOM STRIP LIGHTS MUST BE INSTALLED PER MEASUREMENTS SHOWN ON THIS SHEET. FAILURE BY RESPONSIBLE PARTY TO FOLLOW THIS DIRECTION SHALL RESULT IN RE-INSTALLING THE FIXTURES AT THE EXPENSE OF THAT PARTY. - UNLESS OTHERWISE SPECIFIED, EXIT LIGHTS ARE TO BE STRUCTURE MOUNTED. FAILURE BY RESPONSIBLE PARTY TO FOLLOW THIS DIRECTION SHALL RESULT IN RE-INSTALLING THE FIXTURES AT THE EXPENSE OF THAT PARTY. - ALL NEW LIGHT FIXTURES THROUGHOUT SPACE MUST HAVE NEW LAMPS INSTALLED. - 2 X 2 MIRRORED BUBBLES INSTALLED ACCORDING TO TENANT'S PLANS. SEE SHEET A4.0 AND T1.0-RESPONSIBILITY SCHEDULE. - 2 X 4 MIRRORED PANELS INSTALLED ACCORDING TO TENANT'S PLANS. SEE SHEET A4.0 AND T1.0-RESPONSIBILITY SCHEDULE. SHEET NUMBER RE V I S I O N S NO . D A T E DE S C R I P T I O N - - - 1 1/ 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 15 4 0 08 / 0 5 / 2 2 RN / F S / M M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 REFLECTED CEILING LEGEND REFLECTED CEILING NOTES: TRACK LIGHTING 2'x2' PLEXI BUBBLE FOR SECURITY SYSTEM 2'x4' MIRRORED PANEL FOR SECURITY SYSTEM RETURN AIR GRILLE SUPPLY AIR DIFFUSER EXHAUST FAN SCALE: 1 A4.0 REFLECTED CEILING PLAN 3/16" = 1'-0" - ALL LAY-IN LIGHT FIXTURES ARE NEW. - ALL STRIP LIGHT FIXTURES ARE NEW. - ALL TRACK LIGHT FIXTURES ARE NEW. - ELECTRICAL CONTRACTOR TO INSTALL NEW LIGHTING & CONNECT TO POWER PER THIS LAYOUT. - CONTACT STEVE BENTRUP OF CITY LIGHTING TO PURCHASE SENSOR SWITCHES AS NOTED ON PLAN @ OFFICE: (800) 888-2572 OR EMAIL: sbentrup@citylighting.com ELECTRICAL NOTES:CEILING FINISH SCHEDULE SPACE CEILING REMARKS 103 SALES AREA 100 STOCK AREA 101 TOILET ROOMS 102 FITTING ROOM 104 CORRIDOR 105 11'-0" 8'-0" 12'-0" N/A CLG HT 8'-0" LAMP SCHEDULELIGHT FIXTURE SCHEDULE QTY SYMBOL TYPE MANUFACTURER CATALOG NO. DESCRIPTION REF NOTES VOLTS REC SUR SUS WAL LAMP/ FIXT WATTS/ LAMP FIXTURE WATTS MANUFACTURER/ CATALOG NO. 41 1 C UNIV X UNIV UNIV X X 2 14 F G NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE X X X X X 120 120 120 120 120 4' ONE CIRCUIT TRACK (WHITE) MTD W/ LZR207 T-BAR CLIPS 8' ONE CIRCUIT TRACK (WHITE) MTD W/ LZR207 T-BAR CLIPS MB CIRCUIT BREAKER 5A @ 120V = 600 WATT (WHITE LIVE END) MB CIRCUIT BREAKER 2.5A @ 120V = 300 WATT (WHITE LIVE END) MINIATURE STRAIGHT CONNECTOR FOR SURFACE TRACK (WHITE) LZR104P LZR108P CB600P CB300P LZR212P HALO HALO HALO HALO HALO K M N NN P HALOS -EM SURE-LITES SEL-50 UNIVERSAL MOUNT LED EMERGENCY LIGHT UNIV X -- -- --INCLUDED 5 UNIV X 2 Z EXISTING EXISTING TOILET ROOM EXHAUST FAN/LIGHT UNIV X 23.91 9 LED BULB A19 TCPL9A19D25IK NOT APPLICABLEX3UNIV 7 20 6 4 13 94 LED EMERGENCY LIGHT -NOT APPLICABLEUNIVX 1 V LUMARK XTOR2B-PC1 NOT APPLICABLEXLED WALL PACK LIGHT (EXTERIOR) UNIV -- --METALUX METALUX X -- -- 25 73 -- -- SURE-LITES INCLUDED LEDUNIVERSAL MOUNT LED EXIT/EMERGENCY LIGHT COMBO 8' LED STRIPLIGHT; SURFACE MOUNT LN-UNV-L840-CD-2-U INCLUDED LED8T-SNLED-LD4-83SL LN-UNV-L840-CD-1-U 4-SNLED-LD4-46SL 4' LED STRIPLIGHT; SURFACE MOUNT INCLUDED LED 4' WRAPAROUND WITH ACRYLIC LENS; SURFACE MOUNT 36 4WNLED-LD4-40SL- F-UNV-L840-CD1-U -- --INCLUDED LEDMETALUX COMBINED BATTERY-PWRD EMERGENCY LIGHT AND ILLUMINATED EXIT SIGN SB LEVITON DDS15-BDZ PROGRAMMABLE LIGHT SWITCH FOR SIGN NOT APPLICABLEXUNIV4 OS 5 GG UNIV X --METALUX 73 --LN-UNV-L840-CD-2-U INCLUDED LED8T-SNLED-LD4-83SL 5 8' LED STRIPLIGHT; SURFACE MOUNT, NIGHT LIGHT REFERENCE NOTES: 1. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0. 2. FIXTURES SHOWN ON PLAN AS NIGHT LIGHT TO BE WIRED TO SAME CIRCUIT. 3. FIXTURES USED FOR NIGHT LIGHTING OR EMERGENCY TO BE ON LOCKOUT CIRCUIT. 4. CONNECTOR HAS ANGLED FEATURE. TURN FEATURE 90° TO CONNECT TRACK AT ANGLED PORTION. SEE PLAN FOR TRACK TO CONNECT @ 90° 5. CONTACT STEVE BENTRUP @ CITY LIGHTING PRODUCTS (800-888-2572) FOR INFO OF ALL LIGHTING SPECIFIED ON THIS SCHEDULE. 6. ELECTRICAL CONTRACTOR MUST INSTALL/CONNECT ONE (1) DEDICATED CIRCUIT TO EACH FEED CONNECTOR @ TRACK LIGHTING. 7. G.C. TO PROPERLY RECYCLE FLUORESCENT LAMPS FROM EXISTING FIXTURES IN WHICH ONLY LAMPS ARE REPLACED WITH LED LAMPS. 1,5 1,5 1,5 1,2,3,5 1,5,6 1,5,6 1,5,6 1,5,6 1,5,6 1,3,5 1,3,5 1,5 1,5 1,5 1,3,5 1,5 DIMMING NOTES DIMMABLE TO 10% 0-10V DIMMABLE TO 10% 0-10V DIMMABLE TO 10% 0-10V NOT APPLICABLEX120MB CIRCUIT BREAKER 1A @ 120V = 120 WATT (WHITE LIVE END)CB120PHALON14 1,5,6 LPXC-25SD 2.2 WALL MOUNTED OCCUPANCY MOTION SENSORPW-301WATTSTOPPER CEILING MOUNTED OCCUPANCY SENSORCI-300WATTSTOPPER 1201,5,6 UNIVERSAL LAMPHOLDER (WHITE) 1 15 15 SATCO 15PAR38/LED/40'/4K/90CRIX OPEN TO DECK EXISTING GYP BD CEILING GYP BD CEILING - "LOCAL" GYP BD CEILING TAPED, FLOATED & SANDED SMOOTH. PAINT CEILING W/ BENJAMIN MOORE SEMI GLOSS P3 "CASCADE MOUNTAINS" ACT CEILING - NEW GRID 2' x 4' COLOR WHITE TILE REPLACE ANY BROKEN OR DAMAGED CEILING TILES AS NEEDED TO MATCH EXISTING "SECOND - LOOK" HTL-603P A4.0 RE F L E C T E D C E I L I N G P L A N A B LAY-IN LED LIGHT FIXTURE 8'-0" STRIP LIGHT FIXTURE 4'-0" STRIP LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE UNIV XMETALUX UNIV XMETALUX 1,5 1,2,3,5 DIMMABLE TO 10% 0-10V DIMMABLE TO 10% 0-10V 2X4 LED FLAT PANELMET24FP4740C 40 -- --INCLUDED LED 40 -- --INCLUDED LED 2X4 LED FLAT PANEL WITH EMERGENCY BALLAST, NIGHT LIGHT MET24FP4740C/ EBPLED7W T11 X2X2 LED FLAT PANEL METALUX MET22FP4240C UNIV 1,5 39.3 -- --INCLUDED LED GYP BD CEILING - "LOCAL" GYP BD CEILING TAPED, FLOATED & SANDED SMOOTH. PAINT CEILING W/ BENJAMIN MOORE SEMI GLOSS P3 "CASCADE MOUNTAINS" BOUNDARY OF NEW CEILING AREA 1 SCALE: 2 A4.0 TYPICAL SUSPENDED CEILING DETAIL NTS 1 ICC-ES EVALUATION REPORT ESR 1308 OS OS OS OS SP SP SP SP SP SP B B B A SALES AREA 100STOCK AREA 101 CORRIDOR 105 TLT ROOM 103 FITTING ROOM 104 2X4 LED FLAT PANEL NIGHT LIGHT FIXTURE WITH EMERGENCY BACKUP (TYPICAL FOR "B" FIXTURES) ALL TRACK HEADS ARE TYPE "S" FIXTURES (TYPICAL), SPACED 24" O.C. STRUCTURE MOUNTED OCCUPANCY SENSORS. INSTALL @12'-0" A.F.F. USING UNISTRUT & THREADED RODS 8' STRUCTURE MOUNTED STRIP NIGHT LIGHT FIXTURE W/ EMERGENCY BATTERY BACKUP (2-4' FIXTURES IN TANDEM PER DIMENSION (TYPICAL FOR "GG" FIXTURES). INSTALL @ 12'-0" A.F.F. USING UNISTRUT & THREADED RODS 8' STRUCTURE MOUNTED STRIP LIGHT FIXTURE (2-4' FIXTURES IN TANDEM PER DIMENSION (TYPICAL FOR "GG" FIXTURES). INSTALL @ 12'-0" A.F.F. USING UNISTRUT & THREADED RODS NEW 4' SURFACE MOUNTED LIGHT FIXTURE (TYPICAL FOR "C") TLT ROOM 102 24"x24" ACCESS PANEL FOR WATER HEATER ACCESS EXISTING ADJACENT RETAIL TENANT (NO WORK) A A A B A A A A A A A A A A B A A A A A B A A A A A A A A A B A A A A A A A A B A A A A A T GGG G G G G G F G F G GG G C GG GG GG G G G G G 5' - 9 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 3'-0"6'-10" 6'-1" X X X WALL MOUNTED EXIT/ EMERGENCY COMBO LIGHT N M M M P P N1 31'-71 2" TRACK LIGHTING 78 ' - 7 1 4" T R A C K L I G H T I N G NN M M M M M M M M M M N N N P P P P P P 7'-25 8" 3'- 6 3 8" 2' - 6 " 2'-11 4" 2'-01 2" 3'-8" 2'-10" 4'-9" 5' - 1 0 5 8" STRUCTURE MOUNTED EXIT/ EMERGENCY COMBO LIGHT STRUCTURE MOUNTED OCCUPANCY SENSORS. INSTALL @12'-0" A.F.F. USING UNISTRUT & THREADED RODS CEILING MOUNTED OCCUPANCY SENSORS. MOTION SENSOR N M M K K K M P 19 ' - 5 7 8" T R A C K L I G H T I N G 4' - 1 5 8" TR A C K LI G H T I N G 4' - 1 5 8" TR A C K LI G H T I N G 15 ' - 9 3 4" T R A C K L I G H T I N G 3'- 2 " 31'-71 2" TRACK LIGHTING 5' - 1 0 5 8" M M M MP P 2X2 LED FLAT PANEL LIGHT FIXTURE (TYPICAL FOR "T" FIXTURES) T T T T T T T T T T CEILING MOUNTED EXIT/ EMERGENCY COMBO LIGHT 2X4 LED FLAT PANEL LIGHT FIXTURE (TYPICAL FOR "A" FIXTURES) 8' OF SIGN HOLDER TRACK 16' OF SIGN HOLDER TRACK X X CEILING MOUNTED EXIT/ EMERGENCY COMBO LIGHT NEW GYP. BD. (GB1) CEILING @ 12'-0" A.F.F. (TYPICAL FITTING ROOM) DIM. FROM FACE OF SLAT WALL TO FACE OF TRACK P P EXISTING EXHAUST FAN/LIGHT COMBO MOTION SENSOR 13'-2" 16'-0" 16 ' - 0 3 8" 40 ' - 0 3 8" 14 ' - 0 " 24 ' - 0 " G.C. TO INSTALL NEW SPEAKERS PROVIDED BY TENANT. INSTALL PER DIMENSIONS SHOWN ON PLAN. "MIRRORED" SECURITY PANEL "MIRRORED" SECURITY BUBBLE (3 TYPICAL) 4' - 0 " 4' - 0 " 4' - 0 " 8' - 0 " 4' - 0 " 1' - 4 3 4" 1' - 3 " 3'-0" PATCH EXIST. GYP. BD. CLG. @ DEMOLISHED PARTITION CEILING MOUNTED EXIT/ EMERGENCY COMBO LIGHT NEW GYP. BD. (GB1) CEILING. PATCH INTO EXIST. CORRIDOR CEILING PROVIDE NEW CEILING AND GRID TO MATCH EXIST. EXTEND EXISTING GRID PATTERN INTO NEW CEILING AREAS N NN N1 N1 NN PROVIDE NEW CEILING AND GRID TO MATCH EXIST. EXTEND EXISTING GRID PATTERN INTO NEW CEILING AREAS PROVIDE NEW CEILING AND GRID TO MATCH EXIST. EXTEND EXISTING GRID PATTERN INTO NEW CEILING AREAS K K K K NN N1 8' OF SIGN HOLDER TRACK PROVIDE NEW CEILING AND GRID TO MATCH EXIST. EXTEND EXISTING GRID PATTERN INTO NEW CEILING AREAS SPLAY WIRE SECURED TO STRUCTURE STRUCTURE SPRING CLIP VERTICAL HANGER WIRE MAIN TEE SEISMIC DESIGN CATEGORY D. DESIGN AND CONSTRUCT NEW CEILING TO RESIST THE EFFECTS OF EARTHQUAKE MOTIONS, IN ACCORDANCE WITH ASCE 7-16, EXCLUDING CHAPTER 14 AND APPENDIX 11A. HIGH SEISMIC: POST IS MADE UP OF 3/4" STEEL TUBING WITH .049" WALL THICKNESS. MAXIMUM UNSUPPORTED LENGTH IS 5'-2". IF MORE THAN 5'-2" IS REQUIRED, NOTIFY ARCHITECT. POST TO HAVE SPRING AND CONNECTION FITTINGS AT TOP AND BOTTOM. (APPROXIMATE ALLOWABLE VERTICAL MOVEMENT IS 1/2" UNDER SEISMIC ACTION). INSTALL ACCORDING TO MANUFACTURER'S DIRECTIONS. POST ASSEMBLIES ARE AVAILABLE FROM DONN CORPORATION. COMPRESSION POST (SEE BELOW) 1/4" 13/32" 1-3/4" 15/16" • • ARMSTRONG PRELUDE XL 15/16" EXPOSED TEE SYSTEM SEISMIC CATEGORY D,E,F HEAVY DUTY RATED 2130 E 17th St - 10111279406/07/23 - REFER TO RESPONSIBILITY SCHEDULE, SHEET T1.0. - INSTALL NEW CEILING GRID & TILE THROUGHOUT SPACE AS INDICATED. - STOCKROOM STRIP LIGHTS MUST BE INSTALLED PER MEASUREMENTS SHOWN ON THIS SHEET. FAILURE BY RESPONSIBLE PARTY TO FOLLOW THIS DIRECTION SHALL RESULT IN RE-INSTALLING THE FIXTURES AT THE EXPENSE OF THAT PARTY. - UNLESS OTHERWISE SPECIFIED, EXIT LIGHTS ARE TO BE STRUCTURE MOUNTED. FAILURE BY RESPONSIBLE PARTY TO FOLLOW THIS DIRECTION SHALL RESULT IN RE-INSTALLING THE FIXTURES AT THE EXPENSE OF THAT PARTY. - ALL NEW LIGHT FIXTURES THROUGHOUT SPACE MUST HAVE NEW LAMPS INSTALLED. - 2 X 2 MIRRORED BUBBLES INSTALLED ACCORDING TO TENANT'S PLANS. SEE SHEET A4.0 AND T1.0-RESPONSIBILITY SCHEDULE. - 2 X 4 MIRRORED PANELS INSTALLED ACCORDING TO TENANT'S PLANS. SEE SHEET A4.0 AND T1.0-RESPONSIBILITY SCHEDULE. SHEET NUMBER RE V I S I O N S NO . D A T E DE S C R I P T I O N - - - - - - - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 15 4 0 08 / 0 5 / 2 2 RN / F S JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 REFLECTED CEILING LEGEND REFLECTED CEILING NOTES: TRACK LIGHTING 2'x2' PLEXI BUBBLE FOR SECURITY SYSTEM 2'x4' MIRRORED PANEL FOR SECURITY SYSTEM RETURN AIR GRILLE SUPPLY AIR DIFFUSER EXHAUST FAN SCALE: 1 A4.0 REFLECTED CEILING PLAN 3/16" = 1'-0" - ALL LAY-IN LIGHT FIXTURES ARE NEW. - ALL STRIP LIGHT FIXTURES ARE NEW. - ALL TRACK LIGHT FIXTURES ARE NEW. - ELECTRICAL CONTRACTOR TO INSTALL NEW LIGHTING & CONNECT TO POWER PER THIS LAYOUT. - CONTACT STEVE BENTRUP OF CITY LIGHTING TO PURCHASE SENSOR SWITCHES AS NOTED ON PLAN @ OFFICE: (800) 888-2572 OR EMAIL: sbentrup@citylighting.com ELECTRICAL NOTES: CEILING FINISH SCHEDULE SPACE CEILING REMARKS 103 SALES AREA 100 STOCK AREA 101 TOILET ROOMS 102 FITTING ROOM 104 CORRIDOR 105 11'-0" 8'-0" 12'-0" N/A CLG HT 8'-0" LAMP SCHEDULELIGHT FIXTURE SCHEDULE QTY SYMBOL TYPE MANUFACTURER CATALOG NO. DESCRIPTION REF NOTES VOLTS REC SUR SUS WAL LAMP/ FIXT WATTS/ LAMP FIXTURE WATTS MANUFACTURER/ CATALOG NO. 41 1 C UNIV X UNIV UNIV X X 2 14 F G NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE X X X X X 120 120 120 120 120 4' ONE CIRCUIT TRACK (WHITE) MTD W/ LZR207 T-BAR CLIPS 8' ONE CIRCUIT TRACK (WHITE) MTD W/ LZR207 T-BAR CLIPS MB CIRCUIT BREAKER 5A @ 120V = 600 WATT (WHITE LIVE END) MB CIRCUIT BREAKER 2.5A @ 120V = 300 WATT (WHITE LIVE END) MINIATURE STRAIGHT CONNECTOR FOR SURFACE TRACK (WHITE) LZR104P LZR108P CB600P CB300P LZR212P HALO HALO HALO HALO HALO K M N NN P HALOS -EM SURE-LITES SEL-50 UNIVERSAL MOUNT LED EMERGENCY LIGHT UNIV X -- -- --INCLUDED 5 UNIV X 2 Z EXISTING EXISTING TOILET ROOM EXHAUST FAN/LIGHT UNIV X 23.91 9 LED BULB A19 TCPL9A19D25IK NOT APPLICABLEX3UNIV 7 20 6 4 13 94 LED EMERGENCY LIGHT -NOT APPLICABLEUNIVX 1 V LUMARK XTOR2B-PC1 NOT APPLICABLEXLED WALL PACK LIGHT (EXTERIOR) UNIV -- --METALUX METALUX X -- -- 25 73 -- -- SURE-LITES INCLUDED LEDUNIVERSAL MOUNT LED EXIT/EMERGENCY LIGHT COMBO 8' LED STRIPLIGHT; SURFACE MOUNT LN-UNV-L840-CD-2-U INCLUDED LED8T-SNLED-LD4-83SL LN-UNV-L840-CD-1-U 4-SNLED-LD4-46SL 4' LED STRIPLIGHT; SURFACE MOUNT INCLUDED LED 4' WRAPAROUND WITH ACRYLIC LENS; SURFACE MOUNT 36 4WNLED-LD4-40SL- F-UNV-L840-CD1-U -- --INCLUDED LEDMETALUX COMBINED BATTERY-PWRD EMERGENCY LIGHT AND ILLUMINATED EXIT SIGN SB LEVITON DDS15-BDZ PROGRAMMABLE LIGHT SWITCH FOR SIGN NOT APPLICABLEXUNIV4 OS 5 GG UNIV X --METALUX 73 --LN-UNV-L840-CD-2-U INCLUDED LED8T-SNLED-LD4-83SL 5 8' LED STRIPLIGHT; SURFACE MOUNT, NIGHT LIGHT REFERENCE NOTES: 1. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0. 2. FIXTURES SHOWN ON PLAN AS NIGHT LIGHT TO BE WIRED TO SAME CIRCUIT. 3. FIXTURES USED FOR NIGHT LIGHTING OR EMERGENCY TO BE ON LOCKOUT CIRCUIT. 4. CONNECTOR HAS ANGLED FEATURE. TURN FEATURE 90° TO CONNECT TRACK AT ANGLED PORTION. SEE PLAN FOR TRACK TO CONNECT @ 90° 5. CONTACT STEVE BENTRUP @ CITY LIGHTING PRODUCTS (800-888-2572) FOR INFO OF ALL LIGHTING SPECIFIED ON THIS SCHEDULE. 6. ELECTRICAL CONTRACTOR MUST INSTALL/CONNECT ONE (1) DEDICATED CIRCUIT TO EACH FEED CONNECTOR @ TRACK LIGHTING. 7. G.C. TO PROPERLY RECYCLE FLUORESCENT LAMPS FROM EXISTING FIXTURES IN WHICH ONLY LAMPS ARE REPLACED WITH LED LAMPS. 1,5 1,5 1,5 1,2,3,5 1,5,6 1,5,6 1,5,6 1,5,6 1,5,6 1,3,5 1,3,5 1,5 1,5 1,5 1,3,5 1,5 DIMMING NOTES DIMMABLE TO 10% 0-10V DIMMABLE TO 10% 0-10V DIMMABLE TO 10% 0-10V NOT APPLICABLEX120MB CIRCUIT BREAKER 1A @ 120V = 120 WATT (WHITE LIVE END)CB120PHALON14 1,5,6 LPXC-25SD 2.2 WALL MOUNTED OCCUPANCY MOTION SENSORPW-301WATTSTOPPER CEILING MOUNTED OCCUPANCY SENSORCI-300WATTSTOPPER 1201,5,6 UNIVERSAL LAMPHOLDER (WHITE) 1 15 15 SATCO 15PAR38/LED/40'/4K/90CRIX OPEN TO DECK EXISTING GYP BD CEILING GYP BD CEILING - "LOCAL" GYP BD CEILING TAPED, FLOATED & SANDED SMOOTH. PAINT CEILING W/ BENJAMIN MOORE SEMI GLOSS P3 "CASCADE MOUNTAINS" ACT CEILING - NEW GRID 2' x 4' COLOR WHITE TILE REPLACE ANY BROKEN OR DAMAGED CEILING TILES AS NEEDED TO MATCH EXISTING "SECOND - LOOK" HTL-603P A4.0 RE F L E C T E D C E I L I N G P L A N A B LAY-IN LED LIGHT FIXTURE 8'-0" STRIP LIGHT FIXTURE 4'-0" STRIP LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE UNIV XMETALUX UNIV XMETALUX 1,5 1,2,3,5 DIMMABLE TO 10% 0-10V DIMMABLE TO 10% 0-10V 2X4 LED FLAT PANELMET24FP4740C 40 -- --INCLUDED LED 40 -- --INCLUDED LED 2X4 LED FLAT PANEL WITH EMERGENCY BALLAST, NIGHT LIGHT MET24FP4740C/ EBPLED7W T11 X2X2 LED FLAT PANEL METALUX MET22FP4240C UNIV 1,5 39.3 -- --INCLUDED LED GYP BD CEILING - "LOCAL" GYP BD CEILING TAPED, FLOATED & SANDED SMOOTH. PAINT CEILING W/ BENJAMIN MOORE SEMI GLOSS P3 "CASCADE MOUNTAINS" BOUNDARY OF NEW CEILING AREA OS OS OS OS SP SP SP SP SP SP B B B A SALES AREA 100STOCK AREA 101 CORRIDOR 105 TLT ROOM 103 FITTING ROOM 104 2X4 LED FLAT PANEL NIGHT LIGHT FIXTURE WITH EMERGENCY BACKUP (TYPICAL FOR "B" FIXTURES) ALL TRACK HEADS ARE TYPE "S" FIXTURES (TYPICAL), SPACED 24" O.C. STRUCTURE MOUNTED OCCUPANCY SENSORS. INSTALL @12'-0" A.F.F. USING UNISTRUT & THREADED RODS 8' STRUCTURE MOUNTED STRIP NIGHT LIGHT FIXTURE W/ EMERGENCY BATTERY BACKUP (2-4' FIXTURES IN TANDEM PER DIMENSION (TYPICAL FOR "GG" FIXTURES). INSTALL @ 12'-0" A.F.F. USING UNISTRUT & THREADED RODS 8' STRUCTURE MOUNTED STRIP LIGHT FIXTURE (2-4' FIXTURES IN TANDEM PER DIMENSION (TYPICAL FOR "GG" FIXTURES). INSTALL @ 12'-0" A.F.F. USING UNISTRUT & THREADED RODS NEW 4' SURFACE MOUNTED LIGHT FIXTURE (TYPICAL FOR "C") TLT ROOM 102 24"x24" ACCESS PANEL FOR WATER HEATER ACCESS EXISTING ADJACENT RETAIL TENANT (NO WORK) A A A B A A A A A A A A A A B A A A A A B A A A A A A A A A B A A A A A A A A B A A A A A T GGG G G G G GF G F G GG G C GG GG GG G G G G G 5' - 9 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 3'-0"6'-10" 6'-1" X X X WALL MOUNTED EXIT/ EMERGENCY COMBO LIGHT N M M M P P N1 31'-71 2" TRACK LIGHTING 78 ' - 7 1 4" T R A C K L I G H T I N G NN M M M M M M M M M M N N N P P P P P P 7'-25 8" 3' - 6 3 8" 2' - 6 " 2'-11 4" 2'-01 2" 3'-8" 2'-10"4'-9" 5' - 1 0 5 8" STRUCTURE MOUNTED EXIT/ EMERGENCY COMBO LIGHT STRUCTURE MOUNTED OCCUPANCY SENSORS. INSTALL @12'-0" A.F.F. USING UNISTRUT & THREADED RODS CEILING MOUNTED OCCUPANCY SENSORS. MOTION SENSOR N M M K K K M P 19 ' - 5 7 8" T R A C K L I G H T I N G 4' - 1 5 8" TR A C K LI G H T I N G 4' - 1 5 8" TR A C K LI G H T I N G 15 ' - 9 3 4" T R A C K L I G H T I N G 3' - 2 " 31'-71 2" TRACK LIGHTING 5' - 1 0 5 8" M M M MP P 2X2 LED FLAT PANEL LIGHT FIXTURE (TYPICAL FOR "T" FIXTURES) T T T T T T T T T T CEILING MOUNTED EXIT/ EMERGENCY COMBO LIGHT 2X4 LED FLAT PANEL LIGHT FIXTURE (TYPICAL FOR "A" FIXTURES) 8' OF SIGN HOLDER TRACK 16' OF SIGN HOLDER TRACK X X CEILING MOUNTED EXIT/ EMERGENCY COMBO LIGHT NEW GYP. BD. (GB1) CEILING @ 12'-0" A.F.F. (TYPICAL FITTING ROOM) DIM. FROM FACE OF SLAT WALL TO FACE OF TRACK P P EXISTING EXHAUST FAN/LIGHT COMBO MOTION SENSOR 13'-2" 16'-0" 16 ' - 0 3 8" 40 ' - 0 3 8" 14 ' - 0 " 24 ' - 0 " G.C. TO INSTALL NEW SPEAKERS PROVIDED BY TENANT. INSTALL PER DIMENSIONS SHOWN ON PLAN. "MIRRORED" SECURITY PANEL "MIRRORED" SECURITY BUBBLE (3 TYPICAL) 4' - 0 " 4' - 0 " 4' - 0 " 8' - 0 " 4' - 0 " 1' - 4 3 4" 1' - 3 " 3'-0" PATCH EXIST. GYP. BD. CLG. @ DEMOLISHED PARTITION CEILING MOUNTED EXIT/ EMERGENCY COMBO LIGHT NEW GYP. BD. (GB1) CEILING. PATCH INTO EXIST. CORRIDOR CEILING PROVIDE NEW CEILING AND GRID TO MATCH EXIST. EXTEND EXISTING GRID PATTERN INTO NEW CEILING AREAS N NN N1 N1 NN PROVIDE NEW CEILING AND GRID TO MATCH EXIST. EXTEND EXISTING GRID PATTERN INTO NEW CEILING AREAS PROVIDE NEW CEILING AND GRID TO MATCH EXIST. EXTEND EXISTING GRID PATTERN INTO NEW CEILING AREAS K K K K NN N1 8' OF SIGN HOLDER TRACK PROVIDE NEW CEILING AND GRID TO MATCH EXIST. EXTEND EXISTING GRID PATTERN INTO NEW CEILING AREAS 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - A4.1 CE I L I N G D E T A I L S SCALE: 1 A4.1 TYPICAL SUSPENDED CEILING DETAIL NTS ICC-ES EVALUATION REPORT ESR 1308 SCALE: 2 A4.1 SUSPENDED CEILING - INSTALLATION DETAILS NTS SCALE: 3 A4.1 SUSPENDED CEILING DETAIL - SEISMIC JOINT LAYOUT NTS SCALE: 4 A4.1 SUSPENDED CEILING DETAIL - SEISMIC JOINT AT MAIN BEAM NTS 2 ICC-ES EVALUATION REPORT ESR 1308 2 SEISMIC DESIGN CATEGORY D. DESIGN AND CONSTRUCT NEW CEILING TO RESIST THE EFFECTS OF EARTHQUAKE MOTIONS, IN ACCORDANCE WITH ASCE 7-16, EXCLUDING CHAPTER 14 AND APPENDIX 11A. HIGH SEISMIC: POST IS MADE UP OF 3/4" STEEL TUBING WITH .049" WALL THICKNESS. MAXIMUM UNSUPPORTED LENGTH IS 5'-2". IF MORE THAN 5'-2" IS REQUIRED, NOTIFY ARCHITECT. POST TO HAVE SPRING AND CONNECTION FITTINGS AT TOP AND BOTTOM. (APPROXIMATE ALLOWABLE VERTICAL MOVEMENT IS 1/2" UNDER SEISMIC ACTION). INSTALL ACCORDING TO MANUFACTURER'S DIRECTIONS. POST ASSEMBLIES ARE AVAILABLE FROM DONN CORPORATION. SEISMIC BRACING 45° OR LESS NOTE: PROVIDE SEPARATE BRACE WIRES FOR LIGHT FIXTURES AND MECHANICAL DEVICES. CROSS RUNNERS ATTACH FIXTURE HOUSING TO CEILING SYSTEM W/ SELF TAPPING SHEET METAL SCREWS - ONE AT EACH CORNER. RUNNERS MAIN FIXTURE LAY-IN LIGHT NO. 12 GAUGE WIRE (TYP.) 3 5/8" 20GA. STEEL STUD COMPRESSION POST ATTACHED TO 2X4 W/ SIMPSON SSC 4.25 CLIP. SPACE AT 8'-0" O.C. EACH WAY. (TRIBUTARY AREA: 64 SF) 45° OR LESS 45° OR LESS 45° OR LESS MAIN BEAM CROSS TEE 12 GA. BRACE WIRES 12 GA. HANGER WIRE TYP. 4'-0" O.C. (3 TIGHT WRAPS) 2X4 ATTACHED TO TOP CHORD(S) OF EXISTING TRUSSES. ATTACH W/ 2 #10 SCREWS INTO TOP CHORDS. 1/4" 13/32" 1-3/4" 15/16" ARMSTRONG PRELUDE XL 15/16" EXPOSED TEE SYSTEM SEISMIC CATEGORY D,E,F HEAVY DUTY RATED ATTACHED WALL 7/8" ANGLE MOLDING UNATTACHED WALL ARMSTRONG BERC2 7/8" BERC2 7/8" ANGLE MOLDING OPTIONAL (LOOSE SCREW) 7/8" UNATTACHED WALL 3/4" 3/4" 8" MAX. 8" MAX.B 4' O.C. B X X BERC2 7/8" SCREW TIGHTENED THROUGH WEB OF GRID, RESTRICTING SEPARATION FROM BERC2 CLIPS 8" MAX. 7/8" POP RIVET B B X X B B POP RIVETS 8" MAX.B B or P ATTACHED WALL B or P UN A T T A C H E D W A L L X X X XB B B X HANGER WIRE B BERC or BERC2 CLIP P POP RIVETS WALL MOLDING CEILING SUSPENSION SYSTEM FOR CATEGORY D, E, F INSTALLATION DETAILS PERIMETER VERTICAL12GA. HANGER WIRES INSTALLED NOT MORE THAN 8" FROM WALL 12GA. HANGER WIRES @4'-0" O.C. - TYP. 2' O . C . 4' MAIN BEAM SJMR 4' CROSS TEE SJMR SJMR 4' CROSS TEE 2'MAIN BEAM SJMR IN 2' X 4' LAYOUT SEPARATION JOINT LAYOUT DETAILS NOTE: SCREWS #1 AND #2 ARE TIGHT SCREWS #3 AND #4 ARE LOOSE #3 #4 INDEXING Nib #1 #2 SEISMIC JOINT CLIP - MAIN BEAM (SJMR) 2130 E 17th St - 10111279406/07/23 2130 E 17th St - 10111279406/07/23 1 1 1 1 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 3 NEW C EXIST DD 4 EXIST DD 4 EXIST DD 4 EXIST DD 48 EF 8 EF 7 A RELO 5 EXIST B B EXIST 5 DD EXIST 4 6 6 4 RELO A 7 EM S S SENSOR UNIT 1 UNIT 1 UNIT 2 UNIT 3 UNIT 4 S SENSOR UNIT 2 S SENSOR UNIT 4 S SENSOR UNIT 3 SS SENSOR UNIT 4 SUPPLY SS SUPPLY UNIT 2 SENSOR SS SUPPLY UNIT 1 SENSOR UNIT 3 SENSOR SUPPLY SS 9 10 10 10 10 11 11 11 11 08/04/22 NEW WORK EXISTING NEW TO EXISTING CONNECTIONN E LEGEND SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - ME C H A N I C A L P L A N M1.0 PM P AN D S C H E D U L E S HIBBETT ENERGY MANAGEMENT SYSTEM (EMS) INFO: MECHANICAL SPECIFICATIONS CONTRACTOR'S NOTES: HVAC SYMBOLS LEGENDAIR DEVICE SCHEDULE FIRE SUPPRESSION, DETECTION, & NOTIFICATION NOTE: DUCTWORK GUIDELINES: HIBBETT EMS CONTROL DRAWINGS AND COMMISSIONING: 4 2 3 5 6 1 EXISTING HVAC UNITS TO REMAIN. CLEAN AND REPAIR EXISTING SUPPLY & RETURN EQUIPMENT TO LIKE NEW CONDITION. CONTACT HIBBETT SPORTS CONSTRUCTION DEPARTMENT WITH QUESTIONS REGARDING HVAC SYSTEM. M.C. IS TO COORDINATE ALL INSTALLATIONS AND CONNECTIONS WITH THE ELECTRICAL CONTRACTOR. IF HVAC UNITS ARE TO BE NEW, SEE SHEET M2.0 FOR NEW EQUIPMENT SPECIFICATIONS AND CONTACT INFORMATION. IF UNITS ARE EXISTING, LANDLORD IS TO PROVIDE SPECIFICATIONS OF EXISTING UNITS TO HIBBETT SPORTS CONSTRUCTION DEPARTMENT. EXISTING 24" X 24" SUPPLY AIR DIFFUSER TO REMAIN. CLEAN AND REPAIR TO LIKE NEW CONDITION. NEW METALAIRE 12X12 DIFFUSER 5800-A-1 FOR GYPSUM BOARD CEILING. INSTALL PER PLAN LOCATIONS & CONNECT TO NEW DUCTWORK. EXISTING RETURN AIR GRILLE TO BE RELOCATED. CLEAN AND REPAIR TO LIKE NEW CONDITION. EXISTING EXPOSED SPRIAL DUCTWORK AND DUCT MOUNTED DIFFUSERS TO REMAIN. CLEAN AND REPAIR TO LIKE NEW CONDITION. SS S EMS S 11 -- 1, 2, 3DIF VERIFY VERIFY 24" x 24" EXISTING AA 4 WHITE 2RAG --VERIFY24" x 24" EXISTING DD INSTRUCTIONS PROVIDED IN THE CONTROLS INSTALLATION PACKAGE SUPERSEDE THESE DOCUMENTS. THEY CONTAIN THE LATEST INFORMATION CONCERNING THE CORRECT INSTALLATION AND COMMISSIONING OF THIS SYSTEM. G.C. SHALL CONTACT JAKE MARSHALL SERVICE AND SETUP TIME TO COMMISSION SYSTEM (AS NOTED IN EMS INFO SECTION ON THIS SHEET) PRIOR TO TURNOVER. ANY SERVICE CALLS OR ADDITIONAL COST INCURRED DUE TO NOT FOLLOWING THESE CONTROL DRAWINGS AND COMMISSIONING PROCEDURE WILL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR GENERAL CONTRACTOR. HIBBETT GENERAL CONTRACTOR SHALL NOT BE PAID FINAL 10 % OF CONTRACT AMOUNT UNTIL COMMISSIONING PROCEDURE AND CHECK-OFF BY JAKE MARSHALL SERVICE HAS BEEN COMPLETED. HEATER ROOM SENSOR · ALL DUCTWORK, BOTH NEW AND EXISTING, SHALL BE REQUIRED TO FOLLOW SMACNA HVAC DUCT CONSTRUCTION STANDARDS AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES. · IF FIBROUS GLASS HVAC DUCTWORK (“DUCT BOARD”) IS EXISTING WITHIN THE TENANT'S SPACE, THE SYSTEM SHALL BE REQUIRED TO FOLLOW SMACNA HVAC FIBROUS GLASS DUCT CONSTRUCTION STANDARDS AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES. EMS ON PHONE BOARD · EXISTING SPRINKLER SYSTEM MUST BE INSTALLED AS INDICATED TO NEW CEILING LEVEL AND ALTERED TO PROVIDE CONVERGES AS REQUIRED BY NFPA 13. · IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS, SHOP DRAWINGS, OR OTHER SUBMITTAL INFORMATION REQUIRED BY ANY AUTHORITIES HAVING JURISDICTION FOR ANY FIRE SUPPRESSION, DETECTION & NOTIFICATION WORK. THE CONTRACTOR MAY BE REQUIRED TO OBTAIN LICENSED SUBCONTRACTORS AS REQUIRED TO PERFORM THE WORK. 0 1 2 2 WHITE 2RAG --VERIFY24" x 24" RP-6D WHITE 1, 2, 3DIF VERIFY VERIFY 12" x 12" 5800A-1 C DIF VERIFY 12" x 12" B WHITE COLOR 1, 2, 3DIF VERIFY VERIFY 24" x 24" RELOCATED A REMARKSTYPE FLEX SIZE NECK SIZE FACE SIZE *METALAIRE MODEL NO.QTY MARK NOTES: 1. PROVIDE SQUARE NECK TO ROUND ADAPTER AS REQUIRED 2. FRAME SHALL FIT LAY-IN CEILING MODULE 3. PROVIDE & INSTALL MANUAL VOLUME DAMPER * OR APPROVED EQUAL CEILING MOUNTED ROOM SENSOR HVAC HARDWIRING SUPPLY SENSOR TOILET ROOM EXHAUST FAN (EF) NEW / EXISTING / RELOCATED -- - AIR DEVICE TYPE CEILING MOUNTED HEATER ROOF TOP UNIT (RTU) RETURN AIR GRILLE (RAG) SUPPLY AIR DIFFUSER (DIF) · ALL OF THE MECHANICAL WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED, BUT ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY THE OWNER OR HIS REPRESENTATIVE, SHALL BE PART OF THIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED AS EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED, DUE TO EXTRA WORK MADE NECESSARY BY THE CONTRACTOR'S FAILURE TO VISIT THE JOB SITE. · MECHANICAL CONTRACTOR IS TO COORDINATE ALL WORK WITH OTHER TRADES INVOLVED. · NOTIFY HIBBETT SPORTS CONSTRUCTION DEPARTMENT (1-205-942-4292) PRIOR TO THE INSTALLATION OF THE ENERGY MANAGEMENT SYSTEM SENSOR(S). FAILURE TO CALL HIBBETT CONST. DEPT. PRIOR TO PLACEMENT, CAUSING RELOCATION, SHALL BE AT THE MECHANICAL CONTRACTORS EXPENSE. · DO NOT ATTACH ANYTHING TO UPPER LEVEL SLAB OR ROOF DECK. · MECHANICAL CONTRACTOR IS TO INSTALL 18/2 PLENUM SHIELDED STRANDED WIRE WHERE REQUIRED BY CODE AND/OR LOCAL BUILDING AUTHORITIES HAVING JURISDICTION. IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO VERIFY WITH ONSITE CONDITIONS AND/OR THE LOCAL BUILDING AUTHORITIES HAVING JURISDICTION TO DETERMINE WHETHER PLENUM SHIELDED WIRING IS REQUIRED. · PROVIDE SEISMIC BRACING AND RESTRAINTS FOR MECHANICAL EQUIPMENT AND DUCT WORK PIPING AS REQUIRED FOR STRUCTURES BUILT IN SEISMIC HAZARD GROUP B. MECHANICAL SYSTEM SUPPORTS SHALL BE DESIGNED AND INSTALLED FOR THE SEISMIC FORCES IN ACCORDANCE WITH THE BUILDING CODE. · HVAC CONTRACTOR TO ENSURE THERE IS ADEQUATE DISTRIBUTION OF AIR-CFM'S THROUGHOUT THE ENTIRE LEASED PREMISES. · LANDLORD IS RESPONSIBLE FOR HVAC ARCHITECTURAL SHOP DRAWINGS FOR THE ROOFTOP UNITS. · LANDLORD TO ENSURE ALL HVAC AND SPRINKLER SYSTEMS TO BE INSTALLED AROUND HIBBETT'S LIGHTING LAYOUT. SEE SHEET A4.0 PRIOR TO INSTALLATION. MECHANICAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR CONNECTION OF EQUIPMENT, THERMOSTAT(S), AND SENSOR(S) TO ENERGY MANAGEMENT SYSTEM. CONTACT JAKE MARSHALL SERVICE, INC. WITH ANY QUESTIONS. A. IF BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM. REQUIRED ALTERATIONS TO THE SYSTEM ARE TO BE DESIGNED AND INSTALLED BY A LICENSED SPRINKLER INSTALLER ACCORDING TO CODE. PROVIDE APPROVED SPRINKLER DWGS. TO PROPERTY/OPERATIONS MGR. B. HVAC REQUIREMENTS DURING CONSTRUCTION THE FOLLOWING IS REQUIRED BY HIBBETT SPORTING GOODS ON ALL HVAC PREVENTATIVE MAINTENANCE INSPECTIONS. THESE ITEMS MUST BE PERFORMED AND CHECKED OFF, NOTING ANY PERTINENT INFORMATION. (i.e., OPERATING PRESSURES, ETC.) 1. REPLACE DISPOSABLE FILTERS OR CLEAN PERMANENT TYPE FILTERS. 2. LUBRICATE ALL BEARINGS, PUMPS, FANS AND MOTORS AS NEEDED. 3. INSPECT FOR LEAKS ON EQUIPMENT AND PIPING. 4. CLEAN AND CHECK CONTROLS ON THERMOSTAT. 5. ADJUST FOR PROPER TENSION ON ALL BELTS AND PULLEYS. 6. INSPECT ALL ELECTRICAL COMPONENTS AND TIGHTEN AS NECESSARY. 7. CHECK OPERATION PRESSURES OF COMPRESSORS AND OIL LEVEL IN CRANK CASE. 8. CLEAN OUT CONDENSATION DRAIN PANS AND LINES. 9. ANY NORMAL INSPECTION SERVICE REQUIRED FOR THE UNIT. 10. LIST EQUIPMENT INFORMATION BELOW: ENERGY MANAGEMENT SYSTEM PROVIDED BY JAKE MARSHALL SERVICE, INC. COMMUNICATE HVAC EQUIPMENT INFORMATION TO JAKE MARSHALL SERVICE, INC. DURING INSTALL OF SYSTEM. THERMOSTATS USED WITHIN SYSTEM FOR HIBBETT SPORTS HAVE SPECIFIC SETTINGS (74 ° A/C & 68 ° HEAT). VERIFY THAT HIBBETT'S SETTINGS ARE PRESET ON STATS INSTALLED. FAILURE TO DO SO WILL RESULT IN RE-INSTALLATION AT RESPONSIBLE PARTY'S EXPENSE. VERIFY THERMOSTATS ARE COMPATIBLE WITH EXISTING HVAC UNITS; OTHERWISE, INSTALL INTERFACE EQUIPMENT AS NECESSARY. SUPPORT CONTACT: DREW DANIEL WITH JAKE MARSHALL SERVICE, INC. @ OFFICE (423) 266-7200 EMAIL: DDANIEL@JMSERVICE.COM TECHNICAL SUPPORT CONTACT: NICK WORKMAN WITH JAKE MARSHALL SERVICE, INC. @ OFFICE: (423) 266-7200 EMAIL: NWORKMAN@JMSERVICE.COM * AFTER INSTALLATION IS COMPLETE, G.C. MUST CONTACT THE TECHNICAL SUPPORT NUMBER ABOVE TO CONFIRM CONTROLS OPERATION. PLEASE SCHEDULE AT LEAST 24 HOURS IN ADVANCE. ASSISTANCE WILL BE AVAILABLE MONDAY - FRIDAY, 8AM TO 4PM, EASTERN TIME UNLESS OTHERWISE SCHEDULED. HVAC KEYED NOTES MECHANICAL PLAN M1.0 3/16" = 1'-0"SCALE: 1 EXISTING 24" X 24" SUPPLY AIR DIFFUSER TO BE RELOCATED. CLEAN AND REPAIR TO LIKE NEW CONDITION. RELOCATE TO NEW LOCATION SHOWN ON PLANS.7 EXISTING RESTROOM EXHAUST FAN TO REMAIN.8 ENERGY MANAGEMENT SYSTEM PROVIDED BY JAKE MARSHALL SERVICE, INC. COMMUNICATE HVAC EQUIPMENT INFORMATION TO JAKE MARSHALL SERVICE, INC. DURING INSTALL OF SYSTEM. THERMOSTATS USED WITHIN SYSTEM FOR HIBBETT SPORTS HAVE SPECIFIC SETTINGS (74° A/C & 68° HEAT). VERIFY THAT HIBBETT'S SETTINGS ARE PRESET ON STATS INSTALLED. FAILURE TO DO SO WILL RESULT IN RE-INSTALLATION AT RESPONSIBLE PARTY'S EXPENSE. VERIFY THERMOSTATS ARE COMPATIBLE WITH EXISTING HVAC UNITS; OTHERWISE, INSTALL INTERFACE EQUIPMENT AS NECESSARY. SUPPORT CONTACT: DREW DANIEL WITH JAKE MARSHALL SERVICE, INC. @ OFFICE (423) 266-7200 EMAIL: DDANIEL@JMSERVICE.COM TECHNICAL SUPPORT CONTACT: NICK WORKMAN WITH JAKE MARSHALL SERVICE, INC. @ OFFICE: (423) 266-7200 EMAIL: NWORKMAN@JMSERVICE.COM * AFTER INSTALLATION IS COMPLETE, G.C. MUST CONTACT THE TECHNICAL SUPPORT NUMBER ABOVE TO CONFIRM CONTROLS OPERATION. PLEASE SCHEDULE AT LEAST 24 HOURS IN ADVANCE. ASSISTANCE WILL BE AVAILABLE MONDAY - FRIDAY, 8AM TO 4PM, EASTERN TIME UNLESS OTHERWISE SCHEDULED. HIBBETT ENERGY MANAGEMENT SYSTEM (EMS) INFO: · · · · EXISTING -- VERIFY 1, 2, 3 EXISTING 12" X 12" SUPPLY AIR DIFFUSER TO REMAIN. CLEAN AND REPAIR TO LIKE NEW CONDITION. TELEPHONE BACKBOARD ELEVATION 4/E4.0. CONNECTIONS AND DETAILS ON SHEET M2.0. EMS IS TO BE INSTALLED NEAR ELECTRICAL PANEL IN THE STOCK AREA ON PHONE BOARD. SEE DETAIL 1/M2.0 AND SEE MECHANICAL CONTRACOR IS TO PROVIDE AND INSTALL ALL NEW HVAC WIRING CONNECTIONS WITHIN ENERGY MANAGEMENT SYSTEM (EMS) TO UNIT(S) AND SENSORS. SEE9 10 MECHANICAL CONTRACTOR IS TO INSTALL NEW EMS ROOM TEMPERATURE SENSOR(S) AND CONNECT TO JOHNSON CONTROLS (JCI) TEC3630-00-000 THERMOSTAT(S). MOUNT IN CEILING TILE, SEE MECHANICAL PLAN FOR GENERAL LOCATION. VERIFY FINAL LOCATION OF SENSORS WITH HIBBETT SPORTS CONSTRUCTION DEPARTMENT PRIOR TO INSTALLATION. SENSORS ARE TO BE CONNECTED VIA NEW 18/2 SHIELDED STRANDED WIRE. SEE SHEET M2.0 FOR WIRING DETAILS. MECHANICAL CONTRACTOR IS TO INSTALL NEW EMS DUCT SENSOR(S) WITHIN SUPPLY DUCT PER MANUFACTURER'S RECOMMENDATIONS. CONNECT SENSOR TO JOHNSON CONTROLS (JCI) TEC3630-00-000 THERMOSTAT(S). DUCT SENSORS ARE TO BE CONNECTED VIA NEW 18/2 SHIELDED STRANDED WIRE. SEE SHEET M2.0 FOR WIRING DETAILS.11 2130 E 17th St - 10111279406/07/23 1 1 1 1 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 EXIST AA 2 3 NEW C EXIST DD 4 EXIST DD 4 EXIST DD 4 EXIST DD 48 EF 8 EF 7 A RELO 5 EXIST B B EXIST 5 6 6 4 RELO A 7 EM S S SENSOR UNIT 1 UNIT 1 UNIT 2 UNIT 3 UNIT 4 S SENSOR UNIT 2 S SENSOR UNIT 4 S SENSOR UNIT 3 SS SENSOR UNIT 4 SUPPLY SS SUPPLY UNIT 2 SENSOR SS SUPPLY UNIT 1 SENSOR UNIT 3 SENSOR SUPPLY SS 9 10 10 10 10 11 11 11 11 CO2 12 12 CO2 12 CO2 12 CO2 06/01/23 EXP. 12/31/23 NEW WORK EXISTING NEW TO EXISTING CONNECTIONN E LEGEND 1 4 4 4 4 4 4 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . 4 ME C H A N I C A L / P L U M B I N G R E V I E W R E V I S I O N S 1 1 / 1 8 / 2 3 FI R S T P E R M I T R E V I S I O N 6/ 0 2 / 2 3 ME C H A N I C A L P L A N M1.0 PM P AN D S C H E D U L E S HIBBETT ENERGY MANAGEMENT SYSTEM (EMS) INFO: MECHANICAL SPECIFICATIONS CONTRACTOR'S NOTES: HVAC SYMBOLS LEGENDAIR DEVICE SCHEDULE FIRE SUPPRESSION, DETECTION, & NOTIFICATION NOTE: DUCTWORK GUIDELINES: HIBBETT EMS CONTROL DRAWINGS AND COMMISSIONING: 4 2 3 5 6 1 EXISTING HVAC UNITS TO REMAIN. CLEAN AND REPAIR EXISTING SUPPLY & RETURN EQUIPMENT TO LIKE NEW CONDITION. CONTACT HIBBETT SPORTS CONSTRUCTION DEPARTMENT WITH QUESTIONS REGARDING HVAC SYSTEM. M.C. IS TO COORDINATE ALL INSTALLATIONS AND CONNECTIONS WITH THE ELECTRICAL CONTRACTOR. IF HVAC UNITS ARE TO BE NEW, SEE SHEET M2.0 FOR NEW EQUIPMENT SPECIFICATIONS AND CONTACT INFORMATION. IF UNITS ARE EXISTING, LANDLORD IS TO PROVIDE SPECIFICATIONS OF EXISTING UNITS TO HIBBETT SPORTS CONSTRUCTION DEPARTMENT. EXISTING 24" X 24" SUPPLY AIR DIFFUSER TO REMAIN. CLEAN AND REPAIR TO LIKE NEW CONDITION. NEW METALAIRE 12X12 DIFFUSER 5800-A-1 FOR GYPSUM BOARD CEILING. INSTALL PER PLAN LOCATIONS & CONNECT TO NEW DUCTWORK. EXISTING RETURN AIR GRILLE TO BE RELOCATED. CLEAN AND REPAIR TO LIKE NEW CONDITION. EXISTING EXPOSED SPRIAL DUCTWORK AND DUCT MOUNTED DIFFUSERS TO REMAIN. CLEAN AND REPAIR TO LIKE NEW CONDITION. SS S EMS S 11 -- 1, 2, 3DIF VERIFY VERIFY 24" x 24" EXISTING AA 4 WHITE 2RAG --VERIFY24" x 24" EXISTING DD INSTRUCTIONS PROVIDED IN THE CONTROLS INSTALLATION PACKAGE SUPERSEDE THESE DOCUMENTS. THEY CONTAIN THE LATEST INFORMATION CONCERNING THE CORRECT INSTALLATION AND COMMISSIONING OF THIS SYSTEM. G.C. SHALL CONTACT JAKE MARSHALL SERVICE AND SETUP TIME TO COMMISSION SYSTEM (AS NOTED IN EMS INFO SECTION ON THIS SHEET) PRIOR TO TURNOVER. ANY SERVICE CALLS OR ADDITIONAL COST INCURRED DUE TO NOT FOLLOWING THESE CONTROL DRAWINGS AND COMMISSIONING PROCEDURE WILL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR GENERAL CONTRACTOR. HIBBETT GENERAL CONTRACTOR SHALL NOT BE PAID FINAL 10 % OF CONTRACT AMOUNT UNTIL COMMISSIONING PROCEDURE AND CHECK-OFF BY JAKE MARSHALL SERVICE HAS BEEN COMPLETED. HEATER ROOM SENSOR · ALL DUCTWORK, BOTH NEW AND EXISTING, SHALL BE REQUIRED TO FOLLOW SMACNA HVAC DUCT CONSTRUCTION STANDARDS AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES. · IF FIBROUS GLASS HVAC DUCTWORK (“DUCT BOARD”) IS EXISTING WITHIN THE TENANT'S SPACE, THE SYSTEM SHALL BE REQUIRED TO FOLLOW SMACNA HVAC FIBROUS GLASS DUCT CONSTRUCTION STANDARDS AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES. EMS ON PHONE BOARD · EXISTING SPRINKLER SYSTEM MUST BE INSTALLED AS INDICATED TO NEW CEILING LEVEL AND ALTERED TO PROVIDE CONVERGES AS REQUIRED BY NFPA 13. · IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS, SHOP DRAWINGS, OR OTHER SUBMITTAL INFORMATION REQUIRED BY ANY AUTHORITIES HAVING JURISDICTION FOR ANY FIRE SUPPRESSION, DETECTION & NOTIFICATION WORK. THE CONTRACTOR MAY BE REQUIRED TO OBTAIN LICENSED SUBCONTRACTORS AS REQUIRED TO PERFORM THE WORK. 0 1 2 2 WHITE 2RAG --VERIFY24" x 24" RP-6 D WHITE 1, 2, 3DIF VERIFY VERIFY 12" x 12" 5800A-1 C DIF VERIFY 12" x 12" B WHITE COLOR 1, 2, 3DIF VERIFY VERIFY 24" x 24" RELOCATED A REMARKSTYPE FLEX SIZE NECK SIZE FACE SIZE *METALAIRE MODEL NO.QTY MARK NOTES: 1. PROVIDE SQUARE NECK TO ROUND ADAPTER AS REQUIRED 2. FRAME SHALL FIT LAY-IN CEILING MODULE 3. PROVIDE & INSTALL MANUAL VOLUME DAMPER * OR APPROVED EQUAL CEILING MOUNTED ROOM SENSOR HVAC HARDWIRING SUPPLY SENSOR TOILET ROOM EXHAUST FAN (EF) NEW / EXISTING / RELOCATED -- - AIR DEVICE TYPE CEILING MOUNTED HEATER ROOF TOP UNIT (RTU) RETURN AIR GRILLE (RAG) SUPPLY AIR DIFFUSER (DIF) · ALL OF THE MECHANICAL WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED, BUT ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY THE OWNER OR HIS REPRESENTATIVE, SHALL BE PART OF THIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED AS EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED, DUE TO EXTRA WORK MADE NECESSARY BY THE CONTRACTOR'S FAILURE TO VISIT THE JOB SITE. · MECHANICAL CONTRACTOR IS TO COORDINATE ALL WORK WITH OTHER TRADES INVOLVED. · NOTIFY HIBBETT SPORTS CONSTRUCTION DEPARTMENT (1-205-942-4292) PRIOR TO THE INSTALLATION OF THE ENERGY MANAGEMENT SYSTEM SENSOR(S). FAILURE TO CALL HIBBETT CONST. DEPT. PRIOR TO PLACEMENT, CAUSING RELOCATION, SHALL BE AT THE MECHANICAL CONTRACTORS EXPENSE. · DO NOT ATTACH ANYTHING TO UPPER LEVEL SLAB OR ROOF DECK. · MECHANICAL CONTRACTOR IS TO INSTALL 18/2 PLENUM SHIELDED STRANDED WIRE WHERE REQUIRED BY CODE AND/OR LOCAL BUILDING AUTHORITIES HAVING JURISDICTION. IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO VERIFY WITH ONSITE CONDITIONS AND/OR THE LOCAL BUILDING AUTHORITIES HAVING JURISDICTION TO DETERMINE WHETHER PLENUM SHIELDED WIRING IS REQUIRED. · PROVIDE SEISMIC BRACING AND RESTRAINTS FOR MECHANICAL EQUIPMENT AND DUCT WORK PIPING AS REQUIRED FOR STRUCTURES BUILT IN SEISMIC HAZARD GROUP B. MECHANICAL SYSTEM SUPPORTS SHALL BE DESIGNED AND INSTALLED FOR THE SEISMIC FORCES IN ACCORDANCE WITH THE BUILDING CODE. · HVAC CONTRACTOR TO ENSURE THERE IS ADEQUATE DISTRIBUTION OF AIR-CFM'S THROUGHOUT THE ENTIRE LEASED PREMISES. · LANDLORD IS RESPONSIBLE FOR HVAC ARCHITECTURAL SHOP DRAWINGS FOR THE ROOFTOP UNITS. · LANDLORD TO ENSURE ALL HVAC AND SPRINKLER SYSTEMS TO BE INSTALLED AROUND HIBBETT'S LIGHTING LAYOUT. SEE SHEET A4.0 PRIOR TO INSTALLATION. MECHANICAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR CONNECTION OF EQUIPMENT, THERMOSTAT(S), AND SENSOR(S) TO ENERGY MANAGEMENT SYSTEM. CONTACT JAKE MARSHALL SERVICE, INC. WITH ANY QUESTIONS. A. IF BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM. REQUIRED ALTERATIONS TO THE SYSTEM ARE TO BE DESIGNED AND INSTALLED BY A LICENSED SPRINKLER INSTALLER ACCORDING TO CODE. PROVIDE APPROVED SPRINKLER DWGS. TO PROPERTY/OPERATIONS MGR. B. HVAC REQUIREMENTS DURING CONSTRUCTION THE FOLLOWING IS REQUIRED BY HIBBETT SPORTING GOODS ON ALL HVAC PREVENTATIVE MAINTENANCE INSPECTIONS. THESE ITEMS MUST BE PERFORMED AND CHECKED OFF, NOTING ANY PERTINENT INFORMATION. (i.e., OPERATING PRESSURES, ETC.) 1. REPLACE DISPOSABLE FILTERS OR CLEAN PERMANENT TYPE FILTERS. 2. LUBRICATE ALL BEARINGS, PUMPS, FANS AND MOTORS AS NEEDED. 3. INSPECT FOR LEAKS ON EQUIPMENT AND PIPING. 4. CLEAN AND CHECK CONTROLS ON THERMOSTAT. 5. ADJUST FOR PROPER TENSION ON ALL BELTS AND PULLEYS. 6. INSPECT ALL ELECTRICAL COMPONENTS AND TIGHTEN AS NECESSARY. 7. CHECK OPERATION PRESSURES OF COMPRESSORS AND OIL LEVEL IN CRANK CASE. 8. CLEAN OUT CONDENSATION DRAIN PANS AND LINES. 9. ANY NORMAL INSPECTION SERVICE REQUIRED FOR THE UNIT. 10. LIST EQUIPMENT INFORMATION BELOW: ENERGY MANAGEMENT SYSTEM PROVIDED BY JAKE MARSHALL SERVICE, INC. COMMUNICATE HVAC EQUIPMENT INFORMATION TO JAKE MARSHALL SERVICE, INC. DURING INSTALL OF SYSTEM. THERMOSTATS USED WITHIN SYSTEM FOR HIBBETT SPORTS HAVE SPECIFIC SETTINGS (74 ° A/C & 68 ° HEAT). VERIFY THAT HIBBETT'S SETTINGS ARE PRESET ON STATS INSTALLED. FAILURE TO DO SO WILL RESULT IN RE-INSTALLATION AT RESPONSIBLE PARTY'S EXPENSE. VERIFY THERMOSTATS ARE COMPATIBLE WITH EXISTING HVAC UNITS; OTHERWISE, INSTALL INTERFACE EQUIPMENT AS NECESSARY. SUPPORT CONTACT: DREW DANIEL WITH JAKE MARSHALL SERVICE, INC. @ OFFICE (423) 266-7200 EMAIL: DDANIEL@JMSERVICE.COM TECHNICAL SUPPORT CONTACT: NICK WORKMAN WITH JAKE MARSHALL SERVICE, INC. @ OFFICE: (423) 266-7200 EMAIL: NWORKMAN@JMSERVICE.COM * AFTER INSTALLATION IS COMPLETE, G.C. MUST CONTACT THE TECHNICAL SUPPORT NUMBER ABOVE TO CONFIRM CONTROLS OPERATION. PLEASE SCHEDULE AT LEAST 24 HOURS IN ADVANCE. ASSISTANCE WILL BE AVAILABLE MONDAY - FRIDAY, 8AM TO 4PM, EASTERN TIME UNLESS OTHERWISE SCHEDULED. HVAC KEYED NOTES MECHANICAL PLAN M1.0 3/16" = 1'-0"SCALE: 1 EXISTING 24" X 24" SUPPLY AIR DIFFUSER TO BE RELOCATED. CLEAN AND REPAIR TO LIKE NEW CONDITION. RELOCATE TO NEW LOCATION SHOWN ON PLANS.7 EXISTING RESTROOM EXHAUST FAN TO REMAIN.8 ENERGY MANAGEMENT SYSTEM PROVIDED BY JAKE MARSHALL SERVICE, INC. COMMUNICATE HVAC EQUIPMENT INFORMATION TO JAKE MARSHALL SERVICE, INC. DURING INSTALL OF SYSTEM. THERMOSTATS USED WITHIN SYSTEM FOR HIBBETT SPORTS HAVE SPECIFIC SETTINGS (74° A/C & 68° HEAT). VERIFY THAT HIBBETT'S SETTINGS ARE PRESET ON STATS INSTALLED. FAILURE TO DO SO WILL RESULT IN RE-INSTALLATION AT RESPONSIBLE PARTY'S EXPENSE. VERIFY THERMOSTATS ARE COMPATIBLE WITH EXISTING HVAC UNITS; OTHERWISE, INSTALL INTERFACE EQUIPMENT AS NECESSARY. SUPPORT CONTACT: DREW DANIEL WITH JAKE MARSHALL SERVICE, INC. @ OFFICE (423) 266-7200 EMAIL: DDANIEL@JMSERVICE.COM TECHNICAL SUPPORT CONTACT: NICK WORKMAN WITH JAKE MARSHALL SERVICE, INC. @ OFFICE: (423) 266-7200 EMAIL: NWORKMAN@JMSERVICE.COM * AFTER INSTALLATION IS COMPLETE, G.C. MUST CONTACT THE TECHNICAL SUPPORT NUMBER ABOVE TO CONFIRM CONTROLS OPERATION. PLEASE SCHEDULE AT LEAST 24 HOURS IN ADVANCE. ASSISTANCE WILL BE AVAILABLE MONDAY - FRIDAY, 8AM TO 4PM, EASTERN TIME UNLESS OTHERWISE SCHEDULED. HIBBETT ENERGY MANAGEMENT SYSTEM (EMS) INFO: · · · · EXISTING -- VERIFY 1, 2, 3 EXISTING 12" X 12" SUPPLY AIR DIFFUSER TO REMAIN. CLEAN AND REPAIR TO LIKE NEW CONDITION. TELEPHONE BACKBOARD ELEVATION 4/E4.0. CONNECTIONS AND DETAILS ON SHEET M2.0. EMS IS TO BE INSTALLED NEAR ELECTRICAL PANEL IN THE STOCK AREA ON PHONE BOARD. SEE DETAIL 1/M2.0 AND SEE MECHANICAL CONTRACOR IS TO PROVIDE AND INSTALL ALL NEW HVAC WIRING CONNECTIONS WITHIN ENERGY MANAGEMENT SYSTEM (EMS) TO UNIT(S) AND SENSORS. SEE9 10 MECHANICAL CONTRACTOR IS TO INSTALL NEW EMS ROOM TEMPERATURE SENSOR(S) AND CONNECT TO JOHNSON CONTROLS (JCI) TEC3630-00-000 THERMOSTAT(S). MOUNT IN CEILING TILE, SEE MECHANICAL PLAN FOR GENERAL LOCATION. VERIFY FINAL LOCATION OF SENSORS WITH HIBBETT SPORTS CONSTRUCTION DEPARTMENT PRIOR TO INSTALLATION. SENSORS ARE TO BE CONNECTED VIA NEW 18/2 SHIELDED STRANDED WIRE. SEE SHEET M2.0 FOR WIRING DETAILS. MECHANICAL CONTRACTOR IS TO INSTALL NEW EMS DUCT SENSOR(S) WITHIN SUPPLY DUCT PER MANUFACTURER'S RECOMMENDATIONS. CONNECT SENSOR TO JOHNSON CONTROLS (JCI) TEC3630-00-000 THERMOSTAT(S). DUCT SENSORS ARE TO BE CONNECTED VIA NEW 18/2 SHIELDED STRANDED WIRE. SEE SHEET M2.0 FOR WIRING DETAILS.11 PROVIDE CO2 SENSOR AND CONTROLS FOR DEMAND CONTROL VENTILAITON.12 2130 E 17th St - 10111279406/07/23 OA OAD OAT RAD RA RIB SA SASD SF VFD RAT TYPICAL ABBREVIATIONS CHWR CHWRT CHWS CHWST C02 EF CS DAT HWR HWRT CHWV = CARBON DIOXIDE = CURRENT SENSOR = EXHAUST FAN = CHILLED WATER RETURN = CHILLED WATER RETURN TEMP. = CHILLED WATER SUPPLY = CHILLED WATER SUPPLY TEMP. = CHILLED WATER VALVE = DISCHARGE AIR TEMP. = HOT WATER RETURN = HOT WATER RETURN TEMP. XFR HWST HWV = HOT WATER VALVE = HOT WATER SUPPLY TEMP. WMS HWS = HOT WATER SUPPLY = OUTSIDE AIR = OUTSIDE AIR DAMPER = OUTSIDE AIR TEMP. = RETURN AIR = RETURN AIR DAMPER = RETURN AIR TEMP. = RELAY IN A BOX = SUPPLY AIR = SUPPLY AIR SMOKE DETECTOR = SUPPLY FAN = VARIABLE FREQUENCY DRIVE = WALL MODULE SENSOR = TRANSFORMER 3 ZN-T 3 SA 3 3 SAC COM 1 - + TO HEAT PUMP BACNET MS/TP BUS REMOTE SENSOR SUPPLY AIR SENSOR COM - W2W1 SAT 3 + 1 G C Y1 Y2 E H BACNET MS/TP BUS FROM SBH POWER SF D X FILTER TEC363X R POWER COMPRESSOR 2 POWER COMPRESSOR 1 RA OA ROOF DECK CO M WH T BL K ACI ACI JOHNSON CONTROLS MANUFACTURER 1 1 1 QTY T-STAT ZNT SAT TAG TEC3630-00-000 A/CP-R2 A/CP-D-4"-PB PART NUMBER COM 24V OAD SAT R SEN B12 B11 NET COM NET - NET + AUX AUX G Y2 Y1 WA OB RH W2 SUP COM OAT R C G Y2 Y1 OB SUP 3 24VAC FAN 3 24VAC COM COOLING STAGE 2 COOLING STAGE 1 REVERSING VALVE SUPPLEMENTAL HEAT 4 3 2 1 THE BLACK WIRE MUST BE HOOKED TO THE "+" ON EACH UNIT AND WHITE WIRE TO THE "-" TERMINAL ON EACH UNIT. CONNECT COMMON AT NOTED PORT FROM 22AWG/3 BACNET COMMUNICATION CABLE. A COMMON WIRE MUST BE HOOKED UP BETWEEN THE THERMOSTAT AND THE HVAC UNIT FOR THERMOSTAT TO FUNCTION PROPERLY. ALL SENSOR WIRES TO BE 18/2 SHIELDED PLENUM RATED CABLE. TOGGLE EOL "END OF LINE" SWITCH ON LAST STAT WITHIN NETWORK. CONTRACTOR NOTES RTU TERMINATIONS 18/8 THERMOSTAT CABLE COM BACNET ROOM THERMOSTAT 10K TYPE II ROOM TEMP SENSOR 10K TYPE II 4" DUCT TEMP SENSOR DESCRIPTION Control Components WHT BLK 10 11 3 ZN-T SA 3 SAT FROM SBH - + 1 W2G Y1 W1 COM BACNET MS/TP BUS 3 G F C Y2 R SF 11 D X POWER FILTER RA POWER COMPRESSOR 2 10 TEC363X SAC 1 TO RTU BACNET MS/TP BUS REMOTE SENSOR SUPPLY AIR SENSOR COM CO M WHT BLK - + WH T BL K DESCRIPTION ACI ACI JOHNSON CONTROLS Control Components COM BACNET ROOM THERMOSTAT 10K TYPE II ROOM TEMP SENSOR 10K TYPE II 4" DUCT TEMP SENSOR COM 24V OAD SAT R SEN B12 B11 NET COM NET - NET + TEC3630-00-000 A/CP-R2 A/CP-D-4"-PB 1 T-STAT 1 ZNT 1 SAT QTY TAG PART NUMBER AUX AUX G Y2 Y1 WA OB RH W2 SUP COM OAT MANUFACTURER 3 3 OA ROOF DECK FAN R C G Y2 Y1 W1 W2 3 3 24VAC 24VAC COM 4 3 2 1 THE BLACK WIRE MUST BE HOOKED TO THE "+" ON EACH UNIT AND WHITE WIRE TO THE "-" TERMINAL ON EACH UNIT. CONNECT COMMON AT NOTED PORT FROM 22AWG/3 BACNET COMMUNICATION CABLE. A COMMON WIRE MUST BE HOOKED UP BETWEEN THE THERMOSTAT AND THE HVAC UNIT FOR THERMOSTAT TO FUNCTION PROPERLY. ALL SENSOR WIRES TO BE 18/2 SHIELDED PLENUM RATED CABLE. TOGGLE EOL "END OF LINE" SWITCH ON LAST STAT WITHIN NETWORK. CONTRACTOR NOTES RTU TERMINATIONS 18/8 THERMOSTAT CABLE COOLING STAGE 2 COOLING STAGE 1 HEATING STAGE 1 HEATING STAGE 2 POWER COMPRESSOR 1 08/04/22 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - SCALE: 1 M2.0 EMS CONVENTIONAL UNIT THERMOSTAT CONTROL CONNECTION DETAIL NONESCALE: 2 M2.0 EMS HEAT PUMP THERMOSTAT CONTROL CONNECTION DETAIL NONE 4 SURFACE-MOUNT AND INSTALL JOHNSON CONTROL VERASYS SMART BUILDING HUB (SBH) MODEL LC-SBH200-0 HVAC COMMUNICATION DEVICE ON TELEPHONE BACKBOARD PER DETAIL SHOWN. CONNECT POWER FOR SBH TO RECEPTACLE VIA ACC-PWRKIT-1A24 POWER ADAPTER. SEE DETAIL 3/M2.0. UNIT IS TO BE SUPPLIED BY JAKE MARSHALL SERVICE, INC. JOHNSON CONTROLS (JCI) TEC3630-00-000 THERMOSTAT ON A PANDUIT JB1DAW-A SINGLE GANG BOX. THERMOSTAT TO BE PROVIDED BY JAKE MARSHALL SERVICE, INC. THERMOSTAT SET POINTS SHALL BE 74 COOL/68 HEAT AND LOCKED OUT. SEE CONNECTION DETAILS ON THIS SHEET AND PROGRAMMING DETAILS ON PROVIDED CONTROL DRAWINGS. CONNECT EACH THERMOSTAT, STARTING WITH THE ONE FURTHEST FROM THE SBH, WITH BACNET COMMUNICATION WIRE THAT IS PROVIDED WITH THE BILL OF MATERIALS FROM JAKE MARSHALL SERVICE, INC. DAISY-CHAIN EACH THERMOSTAT TO THE NEXT AND CONNECT TO THE TOP OF THE SBH UNIT AS SHOWN ON DETAIL 5/M2.0. SURFACE MOUNT 2" PANDUIT WIRE DUCT MODEL TE-6311M-1 AND COVER MODEL C2LG6 AS NOTED IN DETAIL 5/M2.0. 1" CONDUIT IS TO BE SURFACE MOUNTED FROM FINISHED CEILING TO 6'-6" A.F.F. AND CONNECTED TO THE WIRE DUCT PER DETAIL 5/M2.0. SOURCE WIRE DUCT LOCALLY. MECHANICAL CONTRACTOR IS TO INSTALL NEW EMS CEILING-MOUNTED TEMPERATURE SENSOR(S) MODEL TSD0 AND CONNECT TO THERMOSTAT(S) VIA WIRE DUCT. SENSOR IS TO BE CEILING-MOUNTED NEAR RETURN AIR GRILLE. SEE MECHANICAL PLAN 1/M1.0 FOR GENERAL LOCATION. VERIFY FINAL LOCATION OF SENSORS WITH HIBBETT SPORTS CONSTRUCTION DEPARTMENT PRIOR TO INSTALLATION. SENSORS ARE TO BE CONNECTED VIA NEW 18/2 SHIELDED STRANDED WIRE. SEE BELOW FOR CONNECTION DETAILS. SENSORS TO BE FROM JAKE MARSHALL SERVICES, INC. RUN NEW 8 CONDUCTOR PLENUM RATED WIRE THERMOSTAT WIRE FROM HVAC UNIT THROUGH CONDUIT AND WIRING DUCT TO CONNECT TO THERMOSTAT FOR SPECIFIED UNIT. SEE BELOW FOR CONNECTION DETAILS. CONTACT JAKE MARHSALL SERVICE, INC. TO TROUBLESHOOT CONNECTIONS AS NEEDED. MECHANICAL CONTRACTOR IS TO INSTALL NEW EMS DUCT SENSOR(S) MODEL TE-6311M-1 WITHIN SUPPLY DUCT PER MANUFACTURER'S RECOMMENDATIONS. CONNECT SENSOR TO HVAC TERMINAL(S) WITHIN EMS PANEL. DUCT SENSORS ARE TO BE CONNECTED VIA NEW 18/2 SHIELDED STRANDED WIRE. SENSORS TO BE FROM JAKE MARSHALL SERVICE, INC. RECEPTACLE LOCATED AT THE TELEPHONE BACKBOARD IS TO BE UTILIZED TO POWER JOHNSON CONTROL VERASYS SMART BUILDING HUB (SBH) MODEL C-SBH200-0. SEE SHEET E1.0, POWER KEYED NOTE 13 FOR ELECTRICAL RECEPTACLE DETAILS AND DETAIL 3/M2.0 FOR SBH DETAILS. END OF LINE "EOL" SWITCH. THIS SWITCH IS TO BE TOGGLED/SWITCHED AT LAST THERMOSTAT/CONTROLLER IN NETWORK. UTILIZE PROVIDED THUMB DRIVE FILES TO CONFIGURE STATS ONCE THE NETWORK AND STATS ARE INSTALLED. CONNECT TO USB PORTS. BACNET ADDRESSING AND COMMISSIONING IS TO TAKE PLACE ONCE SYSTEM IS INSTALLED AND FILES ARE UPLOADED. COMMISSIONING MENU WILL ALLOW TECH TO TEST ALL SYSTEM FUNCTIONS. THE SMART BUILDING HUB IS THE BASE CONTROLLER FOR THE VERASYS BUILDING AUTOMATION SYSTEM AND PROVIDES WIRED AND WIRELESS CONNECTIONS AND PLUG AND PLAY CONFIGURATION TO THERMOSTATS. THE SMART BUILDING HUB CONNECTS TO AN ETHERNET NETWORK AND BE ACCESSED ON OR OFF SITE. THE SMART BUILDING HUB IS TO BE PERMANENTLY ATTACHED WITH SCREWS TO THE TELEPHONE BACKBOARD PER DETAILS ON THIS SHEET AND PLUGGED INTO THE SYSTEM BUS TO ALLOW ACCESS TO THE FACILITY. JCI VERASYS BUILDING CONTROL SYSTEM SCALE: 3 M2.0 DETAIL LEGEND NONE9 11 10 6 8 7 5 INSTRUCTIONS PROVIDED IN THE CONTROLS INSTALLATION PACKAGE SUPERSEDE THESE DOCUMENTS. THEY CONTAIN THE LATEST INFORMATION CONCERNING THE CORRECT INSTALLATION AND COMMISSIONING OF THIS SYSTEM. G.C. SHALL CONTACT JAKE MARSHALL SERVICE AND SETUP TIME TO COMMISSION SYSTEM (AS NOTED IN EMS INFO SECTION ON THIS SHEET) PRIOR TO TURNOVER. ANY SERVICE CALLS OR ADDITIONAL COST INCURRED DUE TO NOT FOLLOWING THESE CONTROL DRAWINGS AND COMMISSIONING PROCEDURE WILL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND/OR GENERAL CONTRACTOR. HIBBETT GENERAL CONTRACTOR SHALL NOT BE PAID FINAL 10% OF CONTRACT AMOUNT UNTIL COMMISSIONING PROCEDURE AND CHECK-OFF BY JAKE MARSHALL SERVICE HAS BEEN COMPLETED. ENERGY MANAGEMENT SYSTEM PROVIDED BY JAKE MARSHALL SERVICE, INC. COMMUNICATE HVAC EQUIPMENT INFORMATION TO JAKE MARSHALL SERVICE, INC. DURING INSTALL OF SYSTEM. THERMOSTATS USED WITHIN SYSTEM FOR HIBBETT SPORTS HAVE SPECIFIC SETTINGS (74° A/C & 68° HEAT). VERIFY THAT HIBBETT'S SETTINGS ARE PRESET ON STATS INSTALLED. FAILURE TO DO SO WILL RESULT IN RE-INSTALLATION AT RESPONSIBLE PARTY'S EXPENSE. VERIFY THERMOSTATS ARE COMPATIBLE WITH EXISTING HVAC UNITS; OTHERWISE, INSTALL INTERFACE EQUIPMENT AS NECESSARY. SUPPORT CONTACT: DREW DANIEL WITH JAKE MARSHALL SERVICE, INC. @ OFFICE (423) 266-7200 EMAIL: DDANIEL@JMSERVICE.COM TECHNICAL SUPPORT CONTACT: NICK WORKMAN WITH JAKE MARSHALL SERVICE, INC. @ OFFICE: (423) 266-7200 EMAIL: NWORKMAN@JMSERVICE.COM * AFTER INSTALLATION IS COMPLETE, G.C. MUST CONTACT THE TECHNICAL SUPPORT NUMBER ABOVE TO CONFIRM CONTROLS OPERATION. PLEASE SCHEDULE AT LEAST 24 HOURS IN ADVANCE. ASSISTANCE WILL BE AVAILABLE MONDAY - FRIDAY, 8AM TO 4PM, EASTERN TIME UNLESS OTHERWISE SCHEDULED. CONTACT JAKE MARSHALL SERVICE, INC. FOR QUESTIONS ON ALL CONTROL DEVICES AND EQUIPMENT. NO EXCEPTIONS ALLOWED. SUPPORT CONTACT: DREW DANIEL WITH JAKE MARSHALL SERVICE, INC. @ OFFICE (423) 266-7200 EMAIL: DDANIEL@JMSERVICE.COM TECHNICAL SUPPORT CONTACT: NICK WORKMAN WITH JAKE MARSHALL SERVICE, INC. @ OFFICE: (423) 266-7200 EMAIL: NWORKMAN@JMSERVICE.COM * AFTER INSTALLATION IS COMPLETE, G.C. MUST CONTACT THE TECHNICAL SUPPORT NUMBER ABOVE TO CONFIRM CONTROLS OPERATION. PLEASE SCHEDULE AT LEAST 24 HOURS IN ADVANCE. ASSISTANCE WILL BE AVAILABLE MONDAY - FRIDAY, 8AM TO 4PM, EASTERN TIME UNLESS OTHERWISE SCHEDULED. JAKE MARSHALL SERVICE, INC. HVAC CONTROL NOTES 3 2 1 HIBBETT EMS CONTROL DRAWINGS AND COMMISSIONING: HIBBETT ENERGY MANAGEMENT SYSTEM (EMS) INFO: HV A C CO N T R O L D E T A I L S M2.0 PM P 2130 E 17th St - 10111279406/07/23 OA OAD OAT RAD RA RIB SA SASD SF VFD RAT TYPICAL ABBREVIATIONS CHWR CHWRT CHWS CHWST C02 EF CS DAT HWR HWRT CHWV = CARBON DIOXIDE = CURRENT SENSOR = EXHAUST FAN = CHILLED WATER RETURN = CHILLED WATER RETURN TEMP. = CHILLED WATER SUPPLY = CHILLED WATER SUPPLY TEMP. = CHILLED WATER VALVE = DISCHARGE AIR TEMP. = HOT WATER RETURN = HOT WATER RETURN TEMP. XFR HWST HWV = HOT WATER VALVE = HOT WATER SUPPLY TEMP. WMS HWS = HOT WATER SUPPLY = OUTSIDE AIR = OUTSIDE AIR DAMPER = OUTSIDE AIR TEMP. = RETURN AIR = RETURN AIR DAMPER = RETURN AIR TEMP. = RELAY IN A BOX = SUPPLY AIR = SUPPLY AIR SMOKE DETECTOR = SUPPLY FAN = VARIABLE FREQUENCY DRIVE = WALL MODULE SENSOR = TRANSFORMER 75 6 3' - 0 " RTU-3 RTU-2 RTU-1 2 3 REBOOTRESET POWERFAULT ETHERNETLINK RUNUPGRADE USB AUSB B SYSTEM BUSWIFI AP EOLWIFI CLIENT SMART BUILDING HUB VERASYS 1" GAL.CONDUIT CONTAINING THERMOSTAT AND SENSOR WIRE TO EXTEND FROM FINISHED CEILING TO WIRING DUCT. 4 VA R I E S 3' - 6 " VA R I E S 1 8 FINISHED FLOOR FINISHED CEILING 48 " T O ℄ O F T H E R M O S T A T S 2" WIRING DUCT RTU-4 ↓ 109 CO M WH T BL K WIFI DONGLE CONNECTION TO HIBBETT SPORTS CISCO NETWORK HUB VIA PORT #6 (PROVIDED BY TENANT) RUN USB A EOL USB B USB A RESET FAULT LINK UPGRADE USB B WIFI AP WIFI CLIENT 4 1 1 SHA+A- EOL NOTE: REBOOT POWER ETHERNET SYSTEM BUS POWERED ON FOR AT LEAST 10 MINUTES. JCI SMART BUILDING HUB MUST BE ETHERNET 8 1 PWR SMART BUILDING HUB BACNET MS/TP BUS TO THERMOSTATS SYSTEM BUS 24VAC/DC VERASYS 08/04/22 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 15 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - SCALE: 1 M2.1 SMART BUILDING HUB CONTROL SYSTEM DETAIL NONE SCALE: 2 M2.1 EMS THERMOSTAT ELEVATION NONE THE SMART BUILDING HUB IS THE BASE CONTROLLER FOR THE VERASYS BUILDING AUTOMATION SYSTEM AND PROVIDES WIRED AND WIRELESS CONNECTIONS AND PLUG AND PLAY CONFIGURATION TO THERMOSTATS. THE SMART BUILDING HUB CONNECTS TO AN ETHERNET NETWORK AND BE ACCESSED ON OR OFF SITE. THE SMART BUILDING HUB IS TO BE PERMANENTLY ATTACHED WITH SCREWS TO THE TELEPHONE BACKBOARD PER DETAILS ON THIS SHEET AND PLUGGED INTO THE SYSTEM BUS TO ALLOW ACCESS TO THE FACILITY. JCI VERASYS BUILDING CONTROL SYSTEM SCALE: 4 M2.1 DETAIL LEGEND NONE M2.1 PM P CO N T R O L D E T A I L S HV A C 2130 E 17th St - 10111279406/07/23 08/04/22 STRAP OR ANGLE DUCT SIZE BOLT(S) TRAPEZE HANGER FOR LOAD NOTE: HANGERS MUST NOT DEFORM DUCT SHAPE 10"∅ MAX. "∅ MAX. 24"∅ MAX. SCREW HANGER SECURE WIRE STRAP HANGER SCREWS MAY BE OMMITED IF HANGER LOOPS LOAD RATED FASTENER HANGER STRAPS UNLESS FOOT OF STRAP BOTTOM REINFORCEMENT IS PLACED UNDER A DUCT BAND HANGER RODS, WIRES OR STRAPS ROD 1 DUCT HANGER DETAIL NOT TO SCALE 24", 20", 18" OR 12" 1-1/2" NOTE: 1-1/8" DRYWALL CEILING 5 MOUNTING FRAME DETAIL TYPICAL DRYWALL NOT TO SCALE 1. DUCT SMOKE DETECTOR ON RETURN AND/OR SUPPLY SIDE DUCT AND SHUTDOWN RELAY MECHANICAL CONTRACTOR. ALL WIRING SHALL BE BY THE ELECTRICAL CONTRACTOR. SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE SAMPLING TUBE DETECTOR DUCT SMOKE NOTE: RETURN TUBE AIR DUCT 61-84"TWO 3/8" TWO 1" x 16 GA. 85-96"- - TWO 1/2" TWO 1 1/2" x 16 GA. DIA. 10" DN 11-18" 19-24" 25-36" 37-50" 51-60" TWO 8 GA. TWO 10 GA. TWO 12 GA. OR ONE 8 GA. ONE 12 GA. - -TWO 3/8" TWO 3/8" 1/4" 3/8" 1/4" 1/4" ROD 1" x 22 GA. 1" x 20 GA. TWO 1" x 20 GA. TWO 1" x 18 GA. STRAP 1" x 22 GA. 1" x 22 GA. 3 HANGER TABLE ROUND DUCT NOT TO SCALE 7 TYPICAL DIFFUSER CONNECTION NOT TO SCALE 6 DETECTOR DETAIL DUCT SMOKE NOT TO SCALE 193" UP- P 2 STRAP SPECIAL ANALYSIS RE UIRED SINGLE HANGER MAXIMUM ALLOWABLE LOAD WIRE OR ROD (DIA.) STRAP 1" x 18 GA. 1" x 22 GA. 1 1/2" x 16 GA. 1 1/2" x 16 GA. 1" x 16 GA. 120" 192" 168" P- - 2 P 2 - P 2 --- 72" 30" 96" - - P 2 2 - P 2 P 1" x 22 GA. 1" x 22 GA. 1" x 18 GA. 1" x 16 GA. 1" x 16 GA. 1" x 20 GA. 1" x 20 GA. 1" x 22 GA. 1" x 16 GA. 1 1/2" x 16 GA. 1 1/2" x 16 GA. 1" x 18 GA. 1/2" 1/2" 1/2" 3/8" 3/8" 3/8" 1/2" 1/2" 1/4" 3/8" 1" x 22 GA. 1" x 22 GA. 1" x 18 GA. 1" x 22 GA. 1" x 20 GA. 1" x 16 GA. 3/8" 3/8" 3/8" 1/4" 3/8" 3/8" 3/8" 1/4" 1/4" 1/4" STRAP STRAP STRAP 0.106" 0.135" 0.162" 1/4" 3/8" 1/2" 5/8" 3/4" - - - - - - - - 3000 LBS. 2000 LBS. 1250 LBS. 680 LBS. 270 LBS. 160 LBS. 120 LBS. 80 LBS.1" x 22 GA. 1" x 20 GA. 1" x 18 GA. 1" x 16 GA. 1 1/2" x 16 GA. - - - - - 260 LBS. 320 LBS. 420 LBS. 700 LBS. 1100 LBS. NOTES: 1. DIMENSIONS OTHER THAN GAUGE ARE IN INCHES. 2. TABLES ALLOW FOR DUCT WEIGHT, 1 LB./SF INSULATION WEIGHT AND NORMAL REINFORCEMENT AND TRAPEZE WEIGHT, BUT NO EXTERNAL LOADS. 3. STRAPS ARE GAL ANIZED STEEL OTHER MATERIALS ARE UNCOATED STEEL. 4. ALLOWABLE LOADS FOR P/2 ASSUME THAT DUCTS ARE 16 GA. MAXIMUM, EXCEPT THAT WHEN MAXIMUM DUCT DIMENSION (W) IS O ER 60" THEN P/2 MAXIMUM IS 1.25 W. 5. 12, 10 OR 8 GA. WIRE IS STEEL OF BLACK ANNEALED, BRIGHT BASIC OR GAL ANIZED TYPE. 6. DUCTS SHALL BE SUPPORTED AT INTER ALS NOT EXCEEDING 10 FEET. 8 RECTANGULAR DUCT HANGER TABLE NOT TO SCALE 2 DUCTWORK DETAILS NOT TO SCALE SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - M3.0 PM P HV A C D E T A I L S 2130 E 17th St - 10111279406/07/23 08/04/22 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - M4.0 PM P HV A C S P E C I F I C A T I O N S 2130 E 17th St - 10111279406/07/23 08/04/22 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - M4.1 PM P HV A C S P E C I F I C A T I O N S 2130 E 17th St - 10111279406/07/23 NETWORK AND TELE- COMMUNICATION BACKBOARD RE: 5/E4.0 2F 2C 16 15 2A 2D 2C 2B 2B 2E 17 20 19 17 18 EX. HWH-1 18 10 11 12 J 10 7' - 7 3 4 6' - 0 4' - 0 3'-11 1 2 FINISHED FLOOR PI V O T P O I N T J FINISHED CEILING INSTALL ADDITIONAL 90° ELBOW CONNECTOR AND 3/4" PVC CONDUIT FROM FIRST PEDESTAL LOCATION TO SECOND PEDESTAL LOCATION. INSTALL PULL STRING INSIDE CONDUIT FOR INTER-CONNECT CABLE. INSTALL 90° CONNECTOR FROM CONDUIT TO SECOND PEDESTAL LOCATION. INSTALL 90° CONNECTORS TO FIRST PEDESTAL LOCATION. INSTALL 3/4" PVC CONDUIT BELOW SLAB, WITHIN TRENCH AREA AS SHOWN. CONDUIT TO CONTAIN CIRCUIT FOR SENSORMATIC PEDESTALS. BRING CIRCUIT WIRING FROM PANEL TO J-BOX. LOOP CONNECTION THROUGH J-BOX AND CONNECT THROUGH 3/4" PVC CONDUIT DOWN THROUGH FLOOR SLAB AS SHOWN HERE. DATA NETWORK JACK FOR SENSORMATIC OPERATION NOTE: CONNECT POWER TO SENSORMATIC PEDESTALS AND INTER-CONNECT CABLE AFTER INSTALLATION BY OTHERS. CONTACT HIBBETT CONSTRUCTION DEPARTMENT FOR SCHEDULING. INSTALL ADDITIONAL 3/4" PVC CONDUIT FROM FIRST PEDESTAL TO SECOND PEDESTAL LOCATION. INSTALL PULL STRING INSIDE CONDUIT FOR INTER-CONNECT CABLE. SECOND PEDESTAL INSTALL 90° CONNECTOR FROM CONDUIT TO SECOND PEDESTAL LOCATION. DATA NETWORK JACK FOR SENSORMATIC OPERATION DIMENSIONS FOR SLAB TRENCH CUT2' - 1 3 / 8 " INSTALL 90° CONNECTOR TO FIRST PEDESTAL LOCATION FROM FIRST CONDUIT CONTAINING CIRCUIT WIRING. PRIMARY (FIRST) PEDESTAL 6'-0"6'-2 1/8" J-BOX W/ WIRING MOUNTED ABOVE CEILING. RUN 3/4" PVC CONDUIT THROUGH DISPLAY WALL AND CONNECT TO 3/4" PVC CONDUIT UNDER SLAB VIA 90° ELBOW CONNECTION. 08/04/22 NEW WORK EXISTING NEW TO EXISTING CONNECTIONN E LEGEND SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - PO W E R A N D S Y S T E M S P L A N E1.0 POWER KEYED NOTES ELECTRICAL SPECIFICATIONS GENERAL CONTRACTOR'S NOTES: HIBBETT LIGHTING CONTROL SYSTEM CONTACT INFO: SECURITY & MUSIC SYSTEMS INSTALL NOTE: · CONTACT: THERESA HAIL, CITY LIGHTING; OFFICE: 314-534-1090; EMAIL: THAIL@CITYLIGHTING.COM · 1 E1.0 POWER AND SYSTEMS PLAN 3/16" = 1'-0"SCALE: 3 E1.0 SENSORMATIC ELEVATION DETAIL 1/4" = 1'-0"SCALE: 2 E1.0 SENSORMATIC TRENCH-CUT & CONDUIT DETAIL 1/4" = 1'-0"SCALE: GENERAL ELECTRICAL EXISTING CONDITIONS NOTES GENERAL ELECTRICAL NOTES POWER KEYED NOTES JM S 2130 E 17th St - 10111279406/07/23 PROVIDE SITE LOCATION MAP FROM GOOGLE MAPS OR REAL ESTATE PRESENTATION (REMOVE ANY INFORMATION TO OTHER TENANTS AND PROJECTED SALES FIGURES) SHEET NUMBER RE V I S I O N S NO . D A T E DE S C R I P T I O N - - - - - - - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 OFFICE 100 2 2 2 2 2 4 A100 3 A100 1 #1540 HIBBETT SPORTING GOODS, INC 2700 MILAN COURT BIRMINGHAM, AL 35211 CONTACT HIBBETT CONSTRUCTION DEPT. @ (205) 942-4292; FAX: (205) 912-7310 LANDLORD NAME ATTN: PHONE: OWNERMALL MANAGERPLAN REVIEW LANDLORD PROJECT INFORMATION STORE#: 1540 - FS2 - NSD C DRAWN BY: LCP ISSUE DATE: JULY 26, 2022 HIBBETT CONSTRUCTION DEPARTMENT LANDLORD HIBBETT HIBBETT GC ITEM:REMARK FU R N I S H FU R N I S H FU R N I S H IN S T A L L IN S T A L L IN S T A L L 1 2 3 4 5 6 7 8 01 GENERAL REQUIREMENTS DEMOLITION 02 EXISTING CONDITIONS REMOVAL OF PREVIOUS TENANT'S SIGNAGE REPAIR AND REPAINT STOREFRONT TRASH REMOVAL (LANDLORD'S WORK) 1 2 3 4 5 6 7 8 9 10 FINAL CLEANUP (LANDLORD'S WORK) STOREFRONT CLEANING INSIDE STOREFRONT CLEANING OUTSIDE CONDUIT & CONNECTION FROM UTILITY METER TO TENANT SPACE TELEPHONE CONDUIT FROM DEMARK INTO DEMISED SPACE BRING PHONE SERVICE FROM DEMARK INTO DEMISED SPACE CONCRETE SLAB 03 CONCRETE DAMAGE FROM REMOVAL OF SIGN REPAIR EXISTING DAMAGED SLAB CONCRETE SEALER CUT SLAB FOR CASH & WRAP/FLOOR RECEPT 1 2 3 4 5 CUT SLAB FOR ELECTRICAL AT SENSORMATIC STOCK AREA & CORRIDOR DEMISING WALL STUDS 05 METALS STOCK ROOM WALL STUDS FITTING ROOM WALL STUDS TOILET ROOM WALL STUDS 1 2 3 4 5 COLUMN WRAP STUDS 6 7 8 FURRING/DISPLAY WALL STUDS METAL ACCESS PANEL FOR EXTERIOR SIGN(S) CORRIDOR WALL STUDS (ALL STUDS TO BE METAL) FURRING STRIPS 06 WOOD, PLASTICS, & COMPOSITES VERTICAL FURRING STRIPS INTERIOR TRIM PLYWOOD BACKING FOR EXTERIOR SIGN(S) 1 2 3 4 5 7 SECURITY PLYWOOD WALL COVERING FITTING ROOM BENCH 6 SCREWS FOR UPRIGHTS INSIDE OF EXTERIOR STOCK ROOM WALLS STOCK AREA SHELVES & SALES AREA UPRIGHTS 6.25" R19 BATT INSULATION ABOVE CEILING 07 THERMAL & MOISTURE PROTECTION FIREPROOFING OF ALL RATED PARTITIONS 1 2 PER LOCAL CODE REQUIREMENT 1 STOREFRONT GLASS 2 STOREFRONT ENTRANCE DOOR(S) 3 REAR EXIT DOOR 4 TOILET ROOM DOOR 5 TOILET ROOM DOOR JAMB 6 STOCK ROOM DOOR 7 STOCK ROOM DOOR JAMB 8 FITTING ROOM DOOR 9 FITTING ROOM DOOR JAMB 10 CORRIDOR DOOR(S) 11 CORRIDOR DOOR JAMB(S) 12 SECURITY GATE 13 DOOR HARDWARE 14 CYLINDERS & REMOVABLE CORES 08 OPENINGS 15 ENTRANCE DOOR SECURITY BARS 16 REMOVABLE MULLION 17 TRIDENT EXIT ALARM 18 BURGLAR BAR 19 HURRICANE PROTECTION FILM (REFER TO DOOR SCHEDULE) N/A SEE SHEET A1.1 09 FINISHES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 CEILING GRID CEILING TILE (2) FULL BUNDLES OF CEILING TILES GYPSUM BOARD CEILING DEMISING WALL GYPSUM BOARD STOCK ROOM WALL GYPSUM BOARD FITTING ROOM WALL GYPSUM BOARD TOILET ROOM WALL GYPSUM BOARD CORRIDOR WALL GYPSUM BOARD COLUMN GYPSUM BOARD FURRING/DISPLAY WALL GYPSUM BOARD SOLID WALL PANELING CARPET TILES CARPET TILE TACTILES REDUCER STRIP FOR CARPET TO SLAB VINYL PLANK FLOORING VINYL PLANK FLOORING ADHESIVE WALK-OFF MAT WALK-OFF MAT ADHESIVE TOILET ROOM VINYL COMPOSITION TILE (VCT) TOILET ROOM VCT ADHESIVE COVE BASE IN FITTING ROOM COVE BASE ADHESIVE IN FITTING ROOM FRP & COVE BASE IN TOILET ROOM FRP & COVE BASE ADHESIVE IN TOILET RM COVE BASE IN CORRIDOR LANDLORD HIBBETT HIBBETT GC ITEM: REMARK FU R N I S H FU R N I S H FU R N I S H IN S T A L L IN S T A L L IN S T A L L 29 COVE BASE ADHESIVE IN CORRIDOR 30 PAINTING (GENERAL)31 PAINTING (TOILET ROOM)32 PAINTING (CORRIDOR) 09 FINISHES (CONTINUED) TOILET ROOM & FITTING ROOM 10 SPECIALTIES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 TOILET ROOM GRAB BARS TOILET ROOM MIRRORS SINGLE ROLL PAPER TOWEL HOLDER SINGLE ROLL TISSUE HOLDER TOILET ROOM AND EXIT SIGNAGE FITTING ROOM MIRRORS FITTING ROOM HOOKS WALL/FLOOR DOOR STOP(S) CLEAR SILICONE CAULK TOILET ROOM MIRROR SEAL/CLOSE OFF STOREFRONT DOOR(S) FIRE EXTINGUISHERS (3 MINIMUM OR PER CODE) SERVICE/TAG FIRE EXTINGUISHERS SHELF STANDARDS STOCKROOM SHELVING SIGNS (ILLUMINATED) VINYL LETTERS ON BACK DOOR VINYL ADDRESS NUMBERS AT FRONT ENTRY VINYL WINDOW GRAPHICS CLEAR SILICONE CAULK FITTING ROOM MIRROR CLEAR SILICONE CAULK FITTING ROOM BENCH CLEAR SILICONE CAULK TOILET ROOM COVE BASE CLEAR SILICONE CAULK FITTING ROOM COVE BASE SEAL/CLOSE OFF REAR EXIT DOOR(S) 26 SIGN HOLDER TRACK SEE ACC. SCHED. ON SHEET A2.2 SEE ACC. SCHED. ON SHEET A2.2 SEE SHEET LS1.0 SEE ACC. SCHED. ON SHEET A2.2 EXTERIOR GLASS AT FURRING WALL N/A N/A 11 EQUIPMENT 1 2 3 4 5 6 7 CASH & WRAP COUNTER (PREFAB) 2X4 PLEXI CEILING PANELS 2X2 PLEXI CEILING BUBBLES TELEPHONE BACKBOARD TELEPHONE JUNCTION BLOCKS TELEPHONE JACKS ENERGY MANAGEMENT SYSTEM (EMS) 15 MECHANICAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 HVAC ROOF CUTS HVAC UNIT SERVICE DUCT WORK, DIFFUSERS, & GRILLES CEILING MOUNTED UNIT HEATER TOILET(S) LAVATORIE(S) INSTANTANEOUS WATER HEATER(S) MOP/UTILITY SINK FLOOR DRAIN(S) ELECTRIC ACCESSIBLE WATER COOLER TOILET ROOM EXHAUST FAN(S) VENT PIPING BACKFLOW PREVENTION DEVICE SPRINKLER SYSTEM TEST SPRINKLER SYSTEM 16 ELECTRICAL RESPONSIBILITY SCHEDULE ELECTRICAL SERVICE DISTRIBUTION 1 2 3 4 5 ELECTRICAL PANELS & TRANSFORMERS ELECTRICAL SERVICE, METERS, ETC... ELECTRICAL BREAKERS LOCKOUTS ON BREAKERS TYPED DIRECTORY FOR SERVICE PANELS COMMUNICATIONS 6 DATA WIRING & JACK INSTALLATION7 MAKE DATA JACKS LIVE AND TESTED CONTRACTOR TO HAVE DATA JACKS WORKING PROPERLY 2 WEEKS PRIOR TO TURNOVER RECEPTACLES, SECURITY CONNECTIONS & SPECIAL SYSTEMS 8 RECEPTACLES & COVERS9 CASH & WRAP RECEPTACLES10 3RD CONDUIT W/ PULL STRINGS11 RECPT. FOR SECURITY ON PHONE BOARD12 SECURITY RECEPTACLES 13'-0" AFF (2)13 SENSORMATIC JUNCTION BOX 14 LINE CONDITIONER FOR SENSORMATIC SYSTEM 15 DOOR BUZZER 16 RECEPTACLES AT CEILING 17 SIGN(S) CONNECTION(S) 18 20 SIGNAGE HOOKUP SIGN CIRCUITS AT PANEL LIGHTING 22 23 24 25 26 27 28 LIGHT BULBS SALES AREA LIGHT FIXTURES STOCK ROOM LIGHT FIXTURES FITTING ROOM LIGHT FIXTURES TOILET ROOM LIGHT FIXTURES CORRIDOR LIGHT FIXTURES TRACK LIGHTING29 EXIT LIGHTING30 EMERGENCY LIGHTING31 MOTION SENSORS PROGRAMMABLE LIGHT SWITCHES NEW ITEM TO BE PROVIDED AND INSTALLED EXISTING ITEM, VERIFY PLACEMENT AND CONDITION. IF ITEM IS MISSING OR DAMAGED, PROVIDE AND INSTALL NEW ITEMRESPONSIBILITY KEY: CODE REVIEW DETAIL NUMBER SHEET NUMBER CALLOUT SECTION CUT ELEVATION ROOM TAG KEY NOTE WINDOW TAG PARTITION TAG DOOR TAG FINISH ITEMS ELEVATION BENCHMARK REVISION TAG LEASE LINE EXISTING DEMISING PARTITION NEW DEMISING PARTITION EXISTING PARTITION NEW PARTITION PARTITION OR MATERIAL TO BE DEMOLISHED NEW FURRING PARTITION (SALES AREA) GRAPHICS SYMBOLS SITE LOCATION PLAN DRAWING INDEX REV DATE T1.0 LS1.0 D1.0 A1.0 A1.1 A2.0 A2.1 A2.2 A2.3 A3.0 A4.0 M1.0 E1.0 E3.0 E4.0 E5.0 P3.0 TITLE SHEET LIFE SAFETY PLAN DEMOLITION PLANS DIMENSIONED FLOOR PLAN DOOR SCHEDULE AND DETAILS FIXTURE PLAN AND DETAILS INTERIOR ELEVATIONS INTERIOR DETAILS FLOOR FINISH PLAN REFLECTED CEILING PLAN MECHANICAL PLAN & DETAILS POWER AND SYSTEM PLAN ELECT. PANEL SCHEDULES & ONE-LINE DIAGRAM ELECTRICAL SPECIFICATIONS 3 A100 3 A100 T1.0 CONSTRUCTION TYPE: TYPE II-B UNPROTECTED UNSPRINKLED USE GROUP CLASSIFICATION: MERCANTILE GROUP M OCCUPANCY CLASSIFICATION: BUILDING MERCANTILE GROUP M TENANT GROUP C2 MERCANTILE FIRE SUPPRESSION SYSTEM: YES NO OCCUPANCY LOADS: SALES FLOOR W/ 3786 SQ FT DIVIDED FITTING ROOM BY 60 = 63 STOCK RM/TOILETS 1953 SQ FT DIVIDED BY 300 = 7 TOTAL: 70 OCCUPANTS SQUARE FOOTAGE: SALES FLOOR 3725 SQ FT STOCK ROOM 1841 SQ FT TOILET ROOM(S) 112 SQ FT FITTING ROOM 61 SQ FT CORRIDOR 184 SQ FT TOTAL LEASED AREA: 5739 SQ FT CENTRE ON SEVENTEENTH 2130 E 17TH ST. (SPACE A) SANTA ANA, CA 92705 M2.0 HVAC CONTROL DETAILS CONTRACTOR NOTE · CONTRACTOR TO PROVIDE AND INSTALL ALL ITEMS ACCORDING TO THESE CONSTRUCTION DOCUMENTS. · ANY CHANGES OR DEVIATIONS FROM THESE DOCUMENTS MUST BE APPROVED BY HIBBETT PROJECT MANAGER (SEE BELOW FOR NAMES OF PROJECT MANAGERS). · CHANGES CANNOT BE DIRECTED BY ANYONE OTHER THAN PROJECT MANAGER AND ANY NON-APPROVED CHANGES OR DEVIATIONS FROM THESE CONSTRUCTION DOCUMENTS WILL BE CORRECTED AT THE CONTRACTOR'S COST. 33 ELECTRICAL/FIRE STRIPE FLOOR PAINTING TO 48" AFF ON ALL WALLS 27 FOAM SOAP DISPENSER SEE ACC. SCHED. ON SHEET A2.2 SEE SHEET A1.1"NOT AN EXIT" VINYL SIGN N/AINTERIOR WINDOW SHADES 17 SEE SHEETS M1.0 & M2.0 FOR DETAILSEMS COMPONENT(S) EMS MECHANICAL WIRING SEE SHEETS M2.0 & E4.0 FOR DETAILS SEE SHEETS E1.0 & E4.0 FOR DETAILS DESIGN MANAGER:LAURA PHILLIPS SENIOR DESIGN ANALYST:SIMJUAN BONNER FIXTURE DESIGN ANALYST:ERIKA PATTERSON CAD SPECIALIST:TAMEKA MATHEWS CAD SPECIALIST:BART JONES DIRECTOR OF CONSTRUCTION: JEREMY BROWN PROJECT MANAGER: JAY LUMLEY PROJECT MANAGER: RON HALEY PROJECT MANAGER: CHRIS CASTLEBERRY SENSORMATIC PEDESTAL(S)SENSORMATIC PEDESTAL(S) M3.0 HVAC DETAILS #1540 HIBBETT SPORTS FINAL CONNECTION FOR SENSORMATIC SYSTEM 19 21 PHOTOCELL FOR SIGN 32 BOLLARDS LANDLORD PERMITS LANDLORD PERMIT FEES LANDLORD CERTIFICATE OF OCCUPANCY LANDLORD WARRANTY TENANT PERMITS TENANT PERMIT FEES TENANT CERTIFICATE OF OCCUPANCY TENANT GC CLOSEOUT DOCUMENTS TENANT WARRANTY MECHANICAL AIR BALANCE ASBESTOS REMOVAL LANDLORD TO VERIFY EXISTING CONDITIONS TENANT TO VERIFY EXISTING CONDITIONS MALL BARRICADE 9 10 11 12 13 14 TRASH REMOVAL (TENANT'S WORK) FINAL CLEANUP (TENANT'S WORK) 11 12 SEE SHEETS M1.0 & M2.0 FOR DETAILS SEE SHEETS E1.0 & E4.0 FOR DETAILS SEE SHEETS E1.0 & E4.0 FOR DETAILS ELECTRICAL DETAILS STOREFRONT FINISH MATERIAL EXISTING EXISTING EXISTING/NEW N/A EXISTING EXISTING EXISTING EXISTING/EXTEND N/A EXISTING EXISTING/NEW SEE ACC. SCHED. ON SHEET A2.2 SEE ACC. SCHED. ON SHEET A2.2 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING N/A EXISTING EXISTING FURRING INSTALLATION ELEVATIONS PLUMBING SPECIFICATIONS N/A N/A N/A N/A N/A N/A N/A N/A 18 HVAC UNIT(S), CURBS, & CURB ADAPTORS EXISTING 8 SERVICE POWER POLE(S)SEE SHEET E1.0 FOR DETAILS PRIOR TO TURNOVER CORRIDOR WALL OSB BOARD 6 SEE SHEET A4.0 FOR DETAILS9 SPEAKERS N/A N/A E2.0 LIGHTING PLAN N/A 33 DATA RACK,PATCH PANEL, UPS, & POWER · TENANT BUILT OUT OF AN EXISTING VACANT RETAIL SPACE. · CONSTRUCT NEW ACCESSIBLE RESTROOMS. · CONSTRUCT NEW SALES AREA, STOCK ROOM & FITTING ROOM. · NEW LIGHTING & POWER PER PLAN-CONNECT TO EXISTING ELECTRICAL PANEL. · NEW SUPPLY WASTE & VENT LINES CONNECTED TO EXISTING. · NO STRUCTURAL WORK. · NO NEW ELECTRICAL SERVICE. SCOPE OF WORK: KEY PLAN NTS. TI T L E S H E E T CODES BUILDING: 2019 CALIFORNIA BUILDING CODE PLUMBING: 2019 CALIFORNIA PLUMBING CODE MECHANICAL: 2019 CALIFORNIA MECHANICAL CODE ELECTRICAL: 2019 CALIFORNIA ELECTRICAL CODE FIRE/LIFE: 2019 CALIFORNIA FIRE CODE ENERGY: 2019 CALIFORNIA ENERGY CODE ACCESSIBILITY: 2019 CALIFORNIA BUILDING CODE CHAPTER 11B LS2.0 ACCESSIBILITY GUIDELINES N/A N/A N/A N/A N/A N/A N/A N/A N/A EXISTING N/A EXISTING M2.1 HVAC CONTROL DETAILS M4.0 HVAC SPECIFICATIONS M4.1 HVAC SPECIFICATIONS E5.1 ELECTRICAL SPECIFICATIONS P2.0 PLUMBING SCHEDULES & DETAILS P1.0 PLUMBING PLAN P4.0 PLUMBING SPECIFICATIONS EN1.0 T24 ENERGY COMPLIANCE 2130 E 17th St - 10111279406/07/23 08/04/22 NEW WORK EXISTING NEW TO EXISTING CONNECTIONN E LEGEND THE OWNER HAS A NATIONAL ACCOUNT WITH CITY LIGHTING FOR ALL LUMINAIRES. CONTACT THERESA HAIL AT 314-534-1090 OR THAIL@CITYLIGHTING.COM FOR QUOTE. C. PROPOSED SUBSTITUTIONS FOR LUMINAIRES THAT ARE SELECTED BY OTHERS REQUIRE THE APPROVAL OF THE INDIVIDUAL THAT SELECTED THE LUMINAIRE. B. EMERGENCY BATTERY PERFORMANCE REQUIREMENTS. AT AN EMERGENCY PANELBOARD OR CENTRAL LIGHTING INVERTER, EMERGENCY LIGHTING LUMINAIRES SHALL BE PROVIDED WITH AN EMERGENCY BATTERY. SEE THE SPECIFICATIONS FOR MINIMUM LUMINAIRE SYMBOLS THAT ARE SHOWN HALF-SHADED, OR LABELED "EM", ON THE PLAN(S) INDICATE LUMINAIRES THAT SERVE AS EMERGENCY LIGHTING. UNLESS SERVED BY A CIRCUIT ORIGINATING A. LUMINAIRE SCHEDULE GENERAL NOTES: DALI = DIGITAL ADDRESSABLE LIGHTING INTERFACEHPS = HIGH PRESSURE SODIUM ELV = ELECTRONIC LOW VOLTAGE / REVERSE PHASE / TRAILING EDGEMH = METAL HALIDE MLV = MAGNETIC LOW VOLTAGE / TRIAC / FORWARD PHASE / LEADING EDGEIND = INCANDESCENT DMX = DMX512IND = INCANDESCENT CFL = COMPACT FLUORESCENT ECO = LUTRON ECOSYSTEM0-10V = 0-10V FL = LINEAR FLUORESCENT 3-WIRE = FLUORESCENT 3-WIRENON = NOT DIMMABLE LED = LIGHT EMITTING DIODE SUPPORTED DIMMING CODESLIGHT SOURCE CODES OTHERS-LEDWALL, SURFACE120V OTHERS-LEDWALL/CEILING120X OTHERS-LEDCEILING, RECESSED120T OTHERS1LEDTRACK120S OTHERS--TRACK120P OTHERS--TRACK120N1 OTHERS--TRACK120N OTHERS--TRACK120NN OTHERS--CEILING, SUSPENDED120M OTHERS--CEILING, SUSPENDED120K OTHERS2LEDCEILING, SUSPENDED120GG OTHERS2LEDCEILING, SUSPENDED120G OTHERS1LEDCEILING, SUSPENDED120F OTHERS2LEDCEILING, SURFACE120C OTHERS-LEDCEILING, RECESSED120B OTHERS-LEDCEILING, RECESSED120A LUMINAIRE SCHEDULE SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - LI G H T I N G P L A N E2.0 LIGHTING KEYED NOTES GENERAL ELECTRICAL EXISTING CONDITIONS NOTES HIBBETT LIGHTING CONTROL SYSTEM CONTACT INFO: CONTACT: THERESA HAIL, CITY LIGHTING; OFFICE: 314-534-1090; EMAIL: THAIL@CITYLIGHTING.COM 1 E2.0 LIGHTING PLAN 3/16" = 1'-0"SCALE: GENERAL ELECTRICAL NOTES LEVITON BLUETOOTH SWITCH PROGRAMMING DETAILS SW-A SALES AREA LIGHTING SALES AREA LIGHTING SW-B SW-C TRACK LIGHTING SW-D SW-E SW-F SW-G SW-H SW-J SW-K SWITCHBANK DETAIL E2.0 2 NOT TO SCALE SW-I TRACK LIGHTING TRACK LIGHTING TRACK LIGHTING TRACK LIGHTING TRACK LIGHTING JM S SALES AREA LIGHTING SW-L SW-N SW-M TRACK LIGHTING TRACK LIGHTING TRACK LIGHTING TRACK LIGHTING SW-O BOH LIGHTING SW-Q CORRIDOR LIGHTING SW-P TRACK LIGHTING TRACK LIGHTING TRACK LIGHTING SW-R 2130 E 17th St - 10111279406/08/23 08/04/22 FLOOR MOUNTED TELEVISION OUTLET CEILING MOUNTED TELEVISION OUTLETPUSHBUTTON STATION, THREE BUTTON PUSHBUTTON STATION, TWO BUTTON PUSHBUTTON STATION, ONE BUTTON ELECTRICAL SYMBOL LEGEND (SOME MAY NOT BE USED) DESCRIPTION S SPEAKER, GROUND-MOUNTED VOLUME CONTROL SOUND SYSTEM AMPLIFIER LOW VOLTAGE CONTROL TRANSFORMER G AMPAMP VC TR RELAYR CIRCUITRY, CONCEALED IN OR UNDER FLOOR CIRCUITRY, EXPOSED CIRCUITRY, CONCEALED IN WALL OR CEILING SPEAKER, CEILING MULTI-OUTLET ASSEMBLY CORD AND PLUG PANELBOARD, LIGHTING AND APPLIANCE METER AND SOCKET B S B S S B M BUZZER BELL CHIME SPEAKER, WALL MOTOR SYMBOL WALL MOUNTED TELEVISION OUTLETTV TV TV C C XX/X XXA FUSES C C XXA FUSES XX/X MOD PS DESCRIPTION SYMBOL VERTICAL CONDUIT/CIRCUIT ///7 CONDUIT STUB JUNCTION BOX MOUNTED ABOVE CEILING FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE, SPLIT-WIRED FLUSH FLOOR MOUNTED DEDICATED QUADRUPLEX RECEPTACLE C/DC WALL MOUNTED DEDICATED QUADRUPLEX RECEPTACLE WALL MOUNTED QUADRUPLEX RECEPTACLE, SPLIT-WIRED FLUSH FLOOR MOUNTED SINGLE RECEPTACLE, NEMA 5-2OR C J J J J OS OS XX RPSXXX AFF AFG NIC UNO N.F. GFPE SPST DPST 3PST 4PST SPDT 3PDT 4PDT DPDT GND EGC GEC AHJ NEC +XX" ST EM NL WP PT H HG IG SP GFCI SR CR SHOW WINDOW RECEPTACLE MOUNTED WITHIN AUTHORITY HAVING JURISDICTION MOUNTING HEIGHT MODIFIER SHUNT TRIP MODIFIER EMERGENCY LIGHT MODIFIER WEATHERPROOF MODIFIER POKE-THROUGH MODIFIER HORIZONTAL MOUNT MODIFIER HOSPITAL GRADE MODIFIER ISOLATED GROUND MODIFIER SURGE PROTECTION MODIFIER CONTROLLED RECEPTACLE MODIFIER NATIONAL ELECTRICAL CODE (NFPA 70) NIGHTLIGHT LUMINAIRE MODIFIER GROUND-FAULT CIRCUIT INTERRUPTER NON-FUSED ABOVE FINISHED FLOOR ABOVE FINISHED GRADE NOT IN CONTRACT UNLESS NOTED OTHERWISE SINGLE POLE, SINGLE THROW DOUBLE POLE, SINGLE THROW THREE POLE, SINGLE THROW FOUR POLE, SINGLE THROW SINGLE POLE, DOUBLE THROW THREE POLE, DOUBLE THROW FOUR POLE, DOUBLE THROW DOUBLE POLE, DOUBLE THROW EQUIPMENT GROUNDING CONDUCTOR GROUNDING ELECTRODE CONDUCTOR GROUND-FAULT PROTECTION OF EQUIPMENT GROUND 18 INCHES OF TOP OF SHOW WINDOW MODIFIER ABBREVIATIONS AND MODIFIERS (SOME MAY NOT BE USED) CH CLOCK HANGER RECEPTACLE TR TAMPER-RESISTANT MODIFIER C/DC C/DC C/DC C/DC C/DC C/DC C/DC S ERMS ARC ENERGY REDUCING MAINTENANCE SWITCH PHOTOCELL AUTOMATIC TIMECLOCK PC TC MS DEVICE WITH USB PORT(S) MODIFIERUSB ALCR GTD ACH ABOVE COUNTERTOP/BACKSPLASH NEW WORK EXISTING NEW TO EXISTING CONNECTIONN E LEGEND 400/3 400A FUSES SAFETY SWITCH EXISTING PANEL ''L'' PANEL ''P'' 208Y/120V, 3 PHASE, 4 WIRE EXISTING 0 AMPS 300 AMPS MAIN LUG ONLY SURFACE MOUNTED NEMA 1 EXISTING MATCH EXISTING BONDED EQUIPMENT GROUND BAR FED FROM: BUS RATING: BUS LOAD: VOLTAGE: BUS MATERIAL: NOTES CKT. MAIN: LOAD DESCRIPTION B LOAD (VA) A C BREAKER BREAKER LOAD (VA) A B C LOAD DESCRIPTION NOTESCKT. ENCLOSURE: FAULT CURRENT: AIC/SCCR RATING: OPTIONS*: MOUNTING: 1 SPARE 20/1 20/1 SPARE 2 3 SPARE 20/1 20/1 SPARE 4 5 SPARE 20/1 20/1 SPARE 6 7 SPARE 20/1 20/1 SPARE 8 9 SPARE 20/1 20/1 SPARE 10 11 SPARE 20/1 20/1 SPARE 12 13 SPARE 20/1 20/1 SPARE 14 15 SPARE 20/1 20/1 SPARE 16 17 SPARE 20/1 20/1 SPARE 18 19 SPARE 20/1 20/1 SPARE 20 21 SPARE 20/1 20/1 SPARE 22 23 SPARE 20/1 20/1 SPARE 24 25 SPARE 20/1 20/1 SPARE 26 27 SPARE 20/1 20/1 SPARE 28 29 SPARE 20/1 20/1 SPARE 30 NOTES: SEE SPECIFICATIONS FOR OTHER OPTIONS REQUIRED BUT NOT NECESSARILY NOTED HERE* LOAD DESCRIPTION CONNECT. PHASE A (VA) LOAD ANALYSIS FOR PANEL ''L'' (INCLUDING SUBFEEDS) DEMAND FACTOR DEMAND CONNECT. CONNECT. PHASE B (VA) DEMAND TOTAL (VA)PHASE C (VA) DEMAND CONNECT. DEMAND 0 0 0 0 0 0 0 0 EQUIVALENT AMPS: 0 0 0 0 0 0 0 0 0.00% 0.00% 0.00%PHASE BALANCE: TOTAL: LOAD DESCRIPTION CONNECT. PHASE A (VA) LOAD ANALYSIS FOR PANEL ''P'' (INCLUDING SUBFEEDS) DEMAND FACTOR DEMAND CONNECT. CONNECT. PHASE B (VA) DEMAND TOTAL (VA)PHASE C (VA) DEMAND CONNECT. DEMAND LIGHTING: 125% 5167 6459 2847 3559 2700 3375 10714 13393 RECEPTACLE: 100% 2480 2480 1500 1500 540 540 4520 4520 OTHER CONTINUOUS: 125% 500 625 2400 3000 1200 1500 4100 5125 OTHER NONCONTINUOUS: 100% 2000 2000 200 200 3440 3440 5640 5640 MOTOR: 100% 13920 13920 13920 13920 13920 13920 41760 41760 ADD 25% OF LARGEST MOTOR: 100% 540 540 540 540 540 540 1620 1620 24607 26024 21407 22719 22340 23315 68354 72058 EQUIVALENT AMPS: 206 217 179 190 187 195 190 201 8.35% -5.41% -2.93%PHASE BALANCE: TOTAL: SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - E3.0 1 E3.0 ONE-LINE DIAGRAM NOT TO SCALE EL E C T R I C A L P A N E L S C H E D U L E S AN D O N E - L I N E D I A G R A M JM S 2130 E 17th St - 10111279406/07/23 BUILDING ENERGY ANALYSIS REPORT PROJECT: Project Designer: Report Prepared by: Job Number: Date: The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program h as approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2019 Building Energy Efficiency Standards. This program developed by EnergySoft Software – www.energysoft.com. , Hibbett Sports - 1540 Santa Ana Santa Ana, CA 3035 South 72nd Street Schnackel Engineers, Inc. Gregory R. Schnackel P.E. Omaha, NE 68124 402.391.7680 220580 7/29/2022 2130 E 17th St - 10111279406/07/23 TABLE OF CONTENTS Cover Page Table of Contents Form NRCC-LTI-E Indoor Lighting Form NRCC-PLB-E Domestic Water Heating System 1 2 3 11 2130 E 17th St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th St - 10111279406/07/23 -./0.-0 /0/0.-0*1 -2200- 3$ ",4! *+%9, + # ! !"# $ $ % !"#&"&!!' ( % ! !!)!" $ * ! !+ #!+','" $($ ))*$3):% ),-2/0 - 5 )*$3);% ), <$ 2! ! "! =$ 3 $ 4 $5#"6 !:!<( $:( " "" ""!! & $ !"! !'!4 !,!)!+!:!#"! 0 $/ $ 2 6?7 .I $J ( " <$ 3 @< / I$ C"4!&)67'D < .0 $ . /3( "!!2&$ ! 8!!! /3( "!!2&$4 4!! /<$ +2&$' :" ./$. '"2&$) ":) */$* )"2&$"" )+" **/$<2 ** )"2&$, '!, '!!< / 8 ? 1 '!!2&$"! '8!!! )& $$)8)4' 7((+()8 ' "9! "" !$ :; <=>! " 7 $ 3 ; ! " = 4 $5#"6 $3 ! / ! " ! 9" 1 ! 2130 E 17th St - 10111279406/07/23 -./0.-0 /0/0.-0*1 -2200- 3$ ",4! *@ %9, + # ! !"# $ $ % !"#&"&!!' ( % ! !!)!" $ * ! !+ #!+','" ! ( !:!$>$$ "! ""$ ? 3 ""!1 7 ! " 7 !"! !'!4 0 $?$ 2( $C"'!&!67)D ? < '!!< / 8 ? 0 / '!< / - @$$ 8 $ @$$ " % '!!'!! 7((+()8 7 2# 2) ""$ # 2"" # $ ! "! 2# 2) $ : !:! $*)5, "" ! 9 #"@ ! # # "" !, * $ ! "&'()*+(,(-./0&! ! 3 "5)?) ) !"! !' 2 $ C""!&" 67D ( C"'!&"67D .0 $ . KLB "!8!!!.$/ 2130 E 17th St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th St - 10111279406/07/23 -./0.-0 /0/0.-0*1 -2200- 3$ ",4! *6 %9, + # ! !"# $ $ % !"#&"&!!' ( % ! !!)!" $ * ! !+ #!+','" !:!& &"(! ! >:$ -..0L ,!.- ,!K !&+"!#+)&' --2 !&),":'""# $"8+:4 # )&'G8 # & ! >:;(>!!:!$>$ $ ; = :! !:!& & " - %! - & & /""! ! ! !$! $ * /( @ @ H6 @7 M; M @ 6<7 " <$ /( . $J ?/( - J $ %% 2( @< 2( /2 - )!" '!" '!!!&!!!! * /( @ @ ! !'!4 !,!)!+!:!# $ 6$ 7 . $ "4!&) 0 % 6/;N7 @ 6< 7 6 7 I @ 6<7 @ 5 67 . "!!O/O2( ,!!I !&#''4+'!" . $$ 67 3( 67" 67 !:! )!)-))-$$'!" 2130 E 17th St - 10111279406/07/23 -./0.-0 /0/0.-0*1 -2200- 3$ ",4! *2 %9, + # ! !"# $ $ % !"#&"&!!' ( % ! !!)!" $ * ! !+ #!+','" !:!& &$> $ !"! !'!4 !,!)!+!:!#"!"" $ (&*& ,$!&$ @ 6<7 <$ / (67 <$ 6<7 I @ 6<7 / 0 2 3(67 2 3( . <$ / = / < "!!O/O ,#""&:'!,)& /"!.+0 "'!!"!'!!! < ('!!!&!'!!!&! ) )))-*& ,$$@111 1 !:!& $=!:! $ ; !:!& A$$ $ ; !:!& B >B(" :$ $ ; & #($!:! *& #($ *,, $ ; ; & ( $ $ ; 91C!:!& $ $<$ $ ; 2130 E 17th St - 10111279406/07/23 -./0.-0 /0/0.-0*1 -2200- 3$ ",4! *F %9, + # ! !"# $ $ % !"#&"&!!' ( % ! !!)!" $ * ! !+ #!+','" $ >!:$!& #($ *, $ ; ;( $$ * # ! # %!$ # " $ 1 ) 4C 3 # " " ! 8?? "$"#? ? ?D D ?+ D' ?+C,%? . .0 $ . 0/0!"2 ( ;( $ * # ! # %!$ # " $ 1 ) 4C 3 # " " $&24&! "4 , !. # 4,.7 ! #8 8?? "$"#? ?? # . $ . % .0 $ . /0! 2 $ @( & /0!'2 ( & 2130 E 17th St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th St - 10111279406/07/23 !"# $ $ % !"#&"&!!' ( % ! !!)!" $ * ! !+ #!+','" -./0.-0 //0.-0*1 -2200- ! " #$% ! 3$ ",4! # ! 8 1 7 9: ""! # "! + # ! $% !" 5/ 67 ! 8 9 !'-$ $:( 56($$7 3( 3 2 3(.-(6:0 7 $& & ' #$%#$ #&$( ) ' (*++!)*, + & ' ' (*++!-+. !"! !' 2$ 5 6(;($$7 $"< $ = 63: ( = 7 0 6 $7 >$ 6>$ < 7 >$ //(/0)1 2 ! ' ' 3 " ! ' 2130 E 17th St - 10111279406/07/23 -./0.-0 //0.-0*1 -2200- ! 3$ ",4! # ! 8 2 7 9: ""! # "! + # ! !"# $ $ % !"#&"&!!' ( % ! !!)!" $ * ! !+ #!+','" $' &+ 4 5&'63/0)(/+/-2786 6+/-2750) 09 +6 &3 & !"! !'!4 3 :>$ #( )(.*3 111-2/0 $* &! & & & $+ & : &' , '.; 2130 E 17th St - 10111279406/07/23 -./0.-0 //0.-0*1 -2200- ! 3$ ",4! # ! 8 4 7 9: ""! # "! + # ! !"# $ $ % !"#&"&!!' ( % ! !!)!" $ * ! !+ #!+','" $ ,' & ' ! " #$% & -)# .")(! "/") ( !"! !'!4 !,!) 0 >$ $% 67 2?*2. 3 6.37 @ . 6@.7 2 >@ . 6@.7" 32 @@ *"! AB'!!AB .3A"9 !&#+!&9+ //(/01 + '&- < ,0 '3&)' #-,03=)$0 '+ & 1 1"" '"2 ") ", ) 9 -)# (()# 1 $$> "9 @ ; ((0 C ? DB")-? DB" &/> $E""!&'67'F "#= )!G =( $E""!&'67,F !0 =(=( $ D)&9 ;@3 ;:($ $E""!&'67)F 2130 E 17th St - 10111279406/07/23 -./0.-0 //0.-0*1 -2200- ! 3$ ",4! # ! 8 ;7 9: ""! # "! + # ! !"# $ $ % !"#&"&!!' ( % ! !!)!" $ * ! !+ #!+','" %$ '0 & & ! " #$ " # )( (()# " . $<$$ ( = $$ $ $=(" !&'6 =7 $E" !&'F H $$ < $$ $$ (=( H (9 ( $$ < = ; ($< H $(? ( "'0 ($ < ( (< <>$ < = &0 ?$ =(( =( $E" !&'67F E",!&!657'F 123$4'+ . $ 6 I.7 6$( $ $I.7 0 2 $6 I.7 $ 6 7 A "" A "&,"&, A 4 2 0 > "!,"4!!& !& 9 "!!"&! +&+"&, " &,"&, "" 2130 E 17th St - 10111279406/07/23 -./0.-0 //0.-0*1 -2200- ! 3$ ",4! # ! 8 <7 9: ""! # "! + # ! !"# $ $ % !"#&"&!!' ( % ! !!)!" $ * ! !+ #!+','" $ & ! " #$% 1 $$> !" > (=( >$$=( $ $ 5 $ $E""!&'67& ! =($D ")+<!!!@3 >$$=( $ $E""!&'67"F )"'&!& !' $ $ ( $ ( $ E""!&'67 F ((& !4 . $= < $ $ $E",!&"679< E",!& F & !,. = < $ $$ ?4&4&#$E",!&"679& !). $ ($ $=( = J "",< ( $ > E""!&" 67F $E",!& 67"3& $,' ) & & 5' & &' 9& &0 ,* : & & & 1"" '" "> ">? ? "( ?3 "(*+5" . .0 $ . 0/!"2 &$,' + , & +$,'5 (*+@ 4 2130 E 17th St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th St - 10111279406/07/23 THREE (3) RIGID CONDUITS INSIDE COLUMN FOR POWER & DATA LINES. SEE DETAIL 2/A1.0 FOR PLACEMENT. VAR I E S - S E E SHE E T E1.0 COLUMN THREE (3) RIGID CONDUITS IN FLOOR FOR POWER AND DATA LINES PER DIMENSION NOTED ON E1.0 POWER PLAN TO CENTER OF STUB UP FINISHED WALL INSTALL NEW IG DUPLEX RECEPTACLE 3/4" RIGID CONDUIT 6" AFF WITH TWO (2) PULL STRINGS ONLY INSTALL NEW NETWORK DATA JACK INSTALL NEW IG QUAD RECEPTACLE 3/4" RIGID CONDUIT TO DUPLEX RECEPTACLE VIA TRENCH STO R E ENT R A N C E INSTALL NEW IG QUAD RECEPTACLE NOTE: FACE OF RECEPTACLE AND DATA OUTLETS ARE TO FACE STOCK ROOM WALL. FAILURE TO MEET THE REQUIREMENT WILL RESULT IN RE-INSTALLATION AT CONTRACTOR'S EXPENSE INSTALL NEW NETWORK DATA JACK INSTALL NEW IG QUAD RECEPTACLE 4'-0" O.C.6'-0" O.C. FINISHED FLOOR 15 " A F F M A X 15 " A F F 12" MAX 15 " A F F M A X FAILURE TO MEET THESE REQ'D DIMENSIONS WILL RESULT IN RE-INSTALLATION AT CONTRACTOR'S EXPENSE 3/4" RIGID CONDUIT 6" AFF WITH TWO (2) PULL STRINGS ONLY (REFER TO POWERED KEY NOTE "2D") 1.5" RIGID CONDUIT W/ DATA LINES (REFER TO POWERED KEY NOTE "2C") 3/4" RIGID CONDUIT W/ DEDICATED POS CIRCUIT (REFER TO POWERED KEY NOTES "2A", "2B", & "2F") 3/4" RIGID CONDUIT W/ DEDICATED CIRCUIT (REFER TO POWERED KEY NOTES "2A" & "2B") 3/4" RIGID CONDUIT W/ DEDICATED CIRCUIT (REFER TO POWERED KEY NOTES "2A" & "2E") RECEPTACLE & DATA PORT NETWORK JACKS RECEPTACLE & DATA PORT NETWORK JACKS 1.5" RIGID CONDUIT W/ DATA LINES (REFER TO POWERED KEY NOTE "2C") CASH & WRAP NETWORK JACK 1 R2 RJ45 3 RJ45 P2 4 MANAGER & TRAINING NETWORK JACK R1 RJ45 RJ45 P1 RJ45 SS RJ45 UC RJ45 NP RJ45 MT1 RJ45 MT2 CASH & WRAP NETWORK JACK 2 DATA PORT 4: P2 VIA CAT-6 WIRE DATA PORT 3: R2 VIA CAT-6 WIRE TO DATA RACK PATCH PANEL 1 2 8 7 25 26 DATA PORT 31: SS VIA CAT-6 WIRE DATA PORT 2: P1 VIA CAT-6 WIRE DATA PORT 1: R1 VIA CAT-6 WIRE OPEN DATA PORT 8 UC VIA CAT-6 WIRE DATA PORT 7: NP VIA CAT-6 WIRE DATA PORT 26: MT2 VIA CAT-6 WIRE DATA PORT 25: MT1 VIA CAT-6 WIRE 31 TO DATA RACK PATCH PANEL OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN OPEN DATA PORT 32: CCTV VIA CAT-6 WIRE RJ45 CCTV 32 OPEN OPEN PATCH PANEL DETAIL 1 R1 2 P2 3 R2 4 P2 5 6 7 NP 8 UC 9 10 11 12 13 14 15 16 AP1 17 AP2 18 19 20 21 22 23 24 MT1 MT2 SM1 37 38 39 40 41 42 43 44 45 46 47 4831 32 33 34 35 36 25 26 27 28 29 30 SS CCTV HVAC AV1 AV2 AV3 AV4 AV5 LTE AP3 WHITE/BROWN 2 1 6 3 8 7 4 5 BROWN CAT6 CONNECTOR CAT6 CABLE DATA WHITE/BLUE BLUE WHITE/GREEN GREEN B B ORANGE GUARDIAN SECURITY PANEL 48 PORT PATCH PANEL C111 VERIZON CISCO ROUTER POWER DISTRIBUTION UNIT MUSIC AMPLIFIER SYSTEM TRIPP LITE - SMART UPS VERASYS SMART BUILDING HUB WIFI CLIENT EOL WIFI AP SYSTEM BUS USB B USB A UPGRADE RUN LINK ETHERNET FAULT POWER RESET REBOOT RTU-1 RTU-2 RTU-3 RTU-4 8' - 0 " 4'-0" 4' - 0 " PROGRAMMABLE SWITCH BANK(#14) TWO (2) SECURITY QUAD OUTLETS (#13) H1 CAT 6 CABLE FOR CONNECTION TO H1 ON PATCH PANEL. TELEPHONE BACKBOARD (4' x 8' x 3/4" PLYWOOD) CONDUIT WITH CIRCUIT FOR POWER CONNECTION EMS SYSTEM MOUNTED ON BACKBOARD SYSTEM. DATA RACK QUAD OUTLET (#13) EMS QUAD OUTLET (#13) RACK-MOUNTED UPS SYSTEM TO CONNECT TO POWER DISTRIBUTION UNIT. DATA RACK PER KEYED NOTE. SEE RESPONSIBILITY SCHEDULE. MUSIC AMPLIFIER - PROVIDED AND INSTALLED BY MUSIC SERVICE PROVIDER. POWER DISTRIBUTION UNIT TO BE MOUNTED IN RACK. 48 PORT PATCH PANEL. PUNCH DOWN ALL DROPS PER LABELED PORTS AND PATCH OVER TO ROUTER. SEE PATCH PANEL DETAIL FOR PORTS AND LABELS TO BE USED. C1111 VERIZON NETWORK ROUTER (PROVIDED BY IT) 2" PVC CONDUIT TO RUN 12" ABOVE CEILING FOR LOW-VOLTAGE CAT 6 CABLES. AREA FOR ADDITIONAL NETWORK EQUIPMENT. POWER CONNECTION TO EMS SYSTEM CONDUIT WITH CIRCUIT FOR POWER CONNECTION POWER CONNECTION TO UPS SYSTEM IN DATA RACK CISCO 24 PORT SWITCH CISCO 24-PORT SWITCH TO BE PATCHED FROM PATCH PANEL PER DETAIL. SPACER(S) GROUNDING PLATE/BAR SHELF - USED FOR MUSIC & A/V EQUIPMENT SPACER(S) SHELF - USED FOR CABLE MODEM(S) AND EQUIPMENT VENTED SHELF VENTED SHELF 3'-0" 3'-0" 3'-0" STANDARD 3' - 1 " TRAINING AREA QUADPLEX MTD HORIZONTAL 3' - 1 " FINISHED FLOOR 3' - 0 " 3'-0" 3'-0" MANAGER'S DESK QUADPLEX MTD HORIZONTAL FINISHED FLOOR SECURITY EQUIP QUADPLEX MTD HORIZONTAL MANAGER AND TRAINING NETWORK JACK 3' - 0 " SEE DETAIL 6/E4.0 FOR DATA WIRING DETAILS. STANDARD 3'-0" 08/04/22 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 15 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - EL E C T R I C A L D E T A I L S E4.0 1 E4.0 CASH WRAP DETAIL 1/2" = 1'-0"SCALE: GENERAL ELECTRICAL NOTES 5 E4.0 BACKBOARD AND DATA RACK ELEVATION NOT TO SCALE 3 E4.0 NOT USED 1/2" = 1'-0"SCALE: 2 E4.0 CASH WRAP ELEVATION 1" = 1'-0"SCALE: 6 E4.0 DATA WIRING DETAIL 6" = 1'-0"SCALE: 4 E4.0 PATCH PANEL DETAIL 3" = 1'-0"SCALE: 7 E4.0 CAT6 PLUG WIRING DETAIL NOT TO SCALE JM S 2130 E 17th St - 10111279406/07/23 08/04/22 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - EL E C T R I C A L S P E C I F I C A T I O N S E5.0 JM S 2130 E 17th St - 10111279406/07/23 08/04/22 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - EL E C T R I C A L S P E C I F I C A T I O N S E5.1 JM S 2130 E 17th St - 10111279406/07/23 08/04/22 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - T2 4 E N E R G Y C O M P L I A N C E EN1.0 SE I 2130 E 17th St - 10111279406/07/23 STOCK AREA 101 T T ROO 10 T T ROO 10 CORR OR 10 TLT R O O M 103 TLT ROO M102 COR R I D O R 105 STOCK AREA 101 TLT ROOM 102 TLT ROOM 103 CORRIDOR 105 105 COR R I DOR 103 TLT R O O M 102 TLT R O O M SALES AREA 100 STOCK AREA 101 CORRIDOR 105 TLT ROOM 103 ITTI ROOM 10 TLT ROOM 102 2,4 P1.0 06/01/23 EXP. 12/31/23 AUTOMATIC BALANCING VALVEHOT WATER 14O°140° TEMPERED WATER COLD SOFT WATER HOT WATER CIRCULATING 14O° TEMPERED WATER CIRCULATING GAS LINE FIRE LINE HOT SOFT WATER OXYGEN LINE VACUUM LINE COMPRESSED AIR LINE CONDENSATE DRAIN HOT SOFT WATER CIRCULATING CS T T 140° F G A V D HS HS OX HOSE BIBB FIRE HYDRANT WALL HYDRANT RUNNING TRAP HB WH FH CAST IRON INVERT ELEVATION VITRIFIED CLAY PIPE BELOW FINISHED FLOOR DOWNSPOUT NOZZLE PLUMBING RISER NUMBER V.C.P. C.I. I.E. B.F.F. RD ROOF DRAIN/OVERFLOW ROOF DRAIN SANITARY DRAIN ABOVEGROUND SANITARY DRAIN BELOWGROUND ACID VENT VENT LINE COLD WATER (CW) HOT WATER (HW) GREASE WASTE BELOWGROUND GREASE WASTE ABOVEGROUND STORM DRAIN ABOVEGROUND STORM DRAIN BELOWGROUND HOT WATER CIRCULATING (HWC) WASTE ANESTHESIA GAS DISPOSAL OVERFLOW STORM DRAIN ACID WASTE ABOVEGROUND ACID WASTE BELOWGROUND SYMBOL S S AV AW AW GW WAGD GW OS CLEAN OUT DESCRIPTION GRADE CLEAN OUT CO GCO SYMBOL PLUMBING SYMBOL LEGEND DESCRIPTION BALL VALVE VENT THROUGH ROOF NOT IN CONTRACT WALL CLEAN OUT GAS COCK CHECK VALVE WCO N.I.C. VTR SOLENOID VALVE MIXING VALVE VALVE IN RISE AND GAS COCK PRESSURE REGULATING VALVE (PRV) PRESSURE REGULATING VALVE (PRV) NEW WORK EXISTING NEW TO EXISTING CONNECTIONN E LEGEND 4 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . 4 ME C H A N I C A L / P L U M B I N G R E V I E W R E V I S I O N S 1 1 / 1 8 / 2 3 FI R S T P E R M I T R E V I S I O N 6/ 0 2 / 2 3 2 P1.0 ENLARGED PLUMBING PLAN - SANITARY 1/4" = 1'-0"SCALE: 4 P1.0 ENLARGED PLUMBING PLAN - WATER 1/4" = 1'-0"SCALE: WATER RISER DIAGRAM NOT TO SCALEP1.0 5 SANTIARY RISER DIAGRAM P1.0 3 NOT TO SCALE SCALE: ENLARGED PLUMBING PLAN1 P1.0 1/8" = 1'-0" PL U M B I N G P L A N P1.0 2130 E 17th St - 10111279406/07/23 STOCK AREA 101 T T ROO 10 T T ROO 10 CORR OR 10 TLT R O O M 103 TLT ROO M102 COR R I D O R 105 STOCK AREA 101 TLT ROOM 102 TLT ROOM 103 CORRIDOR 105 105 COR R I DOR 103 TLT R O O M 102 TLT R O O M SALES AREA 100 STOCK AREA 101 CORRIDOR 105 TLT ROOM 103 ITTI ROOM 10 TLT ROOM 102 2,4 P1.0 08/04/22 AUTOMATIC BALANCING VALVEHOT WATER 14O°140° TEMPERED WATER COLD SOFT WATER HOT WATER CIRCULATING 14O° TEMPERED WATER CIRCULATING GAS LINE FIRE LINE HOT SOFT WATER OXYGEN LINE VACUUM LINE COMPRESSED AIR LINE CONDENSATE DRAIN HOT SOFT WATER CIRCULATING CS T T 140° F G A V D HS HS OX HOSE BIBB FIRE HYDRANT WALL HYDRANT RUNNING TRAP HB WH FH CAST IRON INVERT ELEVATION VITRIFIED CLAY PIPE BELOW FINISHED FLOOR DOWNSPOUT NOZZLE PLUMBING RISER NUMBER V.C.P. C.I. I.E. B.F.F. RD ROOF DRAIN/OVERFLOW ROOF DRAIN SANITARY DRAIN ABOVEGROUND SANITARY DRAIN BELOWGROUND ACID VENT VENT LINE COLD WATER (CW) HOT WATER (HW) GREASE WASTE BELOWGROUND GREASE WASTE ABOVEGROUND STORM DRAIN ABOVEGROUND STORM DRAIN BELOWGROUND HOT WATER CIRCULATING (HWC) WASTE ANESTHESIA GAS DISPOSAL OVERFLOW STORM DRAIN ACID WASTE ABOVEGROUND ACID WASTE BELOWGROUND SYMBOL S S AV AW AW GW WAGD GW OS CLEAN OUT DESCRIPTION GRADE CLEAN OUT CO GCO SYMBOL PLUMBING SYMBOL LEGEND DESCRIPTION BALL VALVE VENT THROUGH ROOF NOT IN CONTRACT WALL CLEAN OUT GAS COCK CHECK VALVE WCO N.I.C. VTR SOLENOID VALVE MIXING VALVE VALVE IN RISE AND GAS COCK PRESSURE REGULATING VALVE (PRV) PRESSURE REGULATING VALVE (PRV) NEW WORK EXISTING NEW TO EXISTING CONNECTIONN E LEGEND SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - 2 P1.0 ENLARGED PLUMBING PLAN - SANITARY 1/4" = 1'-0"SCALE: 4 P1.0 ENLARGED PLUMBING PLAN - WATER 1/4" = 1'-0"SCALE: WATER RISER DIAGRAM NOT TO SCALEP1.0 5 SANTIARY RISER DIAGRAM P1.0 3 NOT TO SCALE SCALE: ENLARGED PLUMBING PLAN1 P1.0 1/8" = 1'-0" PL U M B I N G P L A N P1.0 2130 E 17th St - 10111279406/07/23 06/01/23 EXP. 12/31/23 3 PIPE SLEEVE AT INTERIOR WALLS NOT TO SCALE 2 PIPE INSULATION DETAIL NOT TO SCALE NOTE: 4 WATER HAMMER ARRESTERS NOT TO SCALE SINGLE FIXTURE B 3/4" 12-32 F 2" 155-330 1-1/2" 1-1/4" D E C 1" 61-113 114-154 33-60 A 1/2" 1-11 MULTIPLE FIXTURES FIXTURE UNIT TABULATION FIXTURE PDI "A" SIZE LAVATORY/SINK SHOWER/BATHTUB JANITOR'S SINK VALVE WATER CLOSET TANK WATER CLOSET URINAL INSTRUCTIONS INSTALL PER PDI STANDARDS AND MANUFACTURER'S HOTCOLD 33 2 2 1.5 1.5 5 5 -- -- 10 -- WATER REDUCTION FIXTURE FLOW RATES MAXIMUM ALLOWABLE FLOW RATE 0.20 GALLONS/CYCLE 0.2 GPM FOR EVERY 20" RIM SPACE @ 60 PSI 1.28 GALLONS/FLUSH 2.0 GPM @ 80 PSI 1.8 GPM FOR EVERY 20" RIM SPACE @ 60 PSI 0.5 GPM @ 60 PSI PLUMBING FIXTURES LAVATORY FAUCETS, NONRESIDENTIAL WASH FOUNTAINS SHOWERHEADS METERING FAUCETS METERING FAUCETS FOR WASH FOUNTAIN FLUSHOMETER TANK WATER CLOSETS FLUSHOMETER VALVE WATER CLOSETS NONRESIDENTIAL MANDATORY MEASURES LAVATORY FAUCETS, RESIDENTIAL 1.2 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI 1.28 GALLONS/FLUSHGRAVITY TANK TYPE WATER CLOSETS 1.28 GALLONS/FLUSH URINALS 0.125 GALLONS/FLUSH CLOTHES WASHERS DISHWASHERS ENERGY-STAR CERTIFIED ENERGY-STAR CERTIFIED 4 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . 4 ME C H A N I C A L / P L U M B I N G R E V I E W R E V I S I O N S 1 1 / 1 8 / 2 3 FI R S T P E R M I T R E V I S I O N 6/ 0 2 / 2 3 PL U M B I N G S C H E D U L E S & D E T A I L S P2.0 2130 E 17th St - 10111279406/07/23 08/04/22 3 PIPE SLEEVE AT INTERIOR WALLS NOT TO SCALE 2 PIPE INSULATION DETAIL NOT TO SCALE NOTE: 4 WATER HAMMER ARRESTERS NOT TO SCALE SINGLE FIXTURE B 3/4" 12-32 F 2" 155-330 1-1/2" 1-1/4" D E C 1" 61-113 114-154 33-60 A 1/2" 1-11 MULTIPLE FIXTURES FIXTURE UNIT TABULATION FIXTURE PDI "A" SIZE LAVATORY/SINK SHOWER/BATHTUB JANITOR'S SINK VALVE WATER CLOSET TANK WATER CLOSET URINAL INSTRUCTIONS INSTALL PER PDI STANDARDS AND MANUFACTURER'S HOTCOLD 33 2 2 1.5 1.5 5 5 -- -- 10 -- WATER REDUCTION FIXTURE FLOW RATES MAXIMUM ALLOWABLE FLOW RATE 0.20 GALLONS/CYCLE 0.2 GPM FOR EVERY 20" RIM SPACE @ 60 PSI 1.28 GALLONS/FLUSH 2.0 GPM @ 80 PSI 1.8 GPM FOR EVERY 20" RIM SPACE @ 60 PSI 0.5 GPM @ 60 PSI PLUMBING FIXTURES LAVATORY FAUCETS, NONRESIDENTIAL WASH FOUNTAINS SHOWERHEADS METERING FAUCETS METERING FAUCETS FOR WASH FOUNTAIN FLUSHOMETER TANK WATER CLOSETS FLUSHOMETER VALVE WATER CLOSETS NONRESIDENTIAL MANDATORY MEASURES LAVATORY FAUCETS, RESIDENTIAL 1.2 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI 1.28 GALLONS/FLUSHGRAVITY TANK TYPE WATER CLOSETS 1.28 GALLONS/FLUSH URINALS 0.125 GALLONS/FLUSH CLOTHES WASHERS DISHWASHERS ENERGY-STAR CERTIFIED ENERGY-STAR CERTIFIED SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - PL U M B I N G S C H E D U L E S & D E T A I L S P2.0 2130 E 17th St - 10111279406/07/23 08/04/22 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - PL U M B I N G S P E C I F I C A T I O N S P3.0 2130 E 17th St - 10111279406/07/23 08/04/22 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 07 / 0 1 / 2 2 GR S NO . DA T E DE S C R I P T I O N - - - - - - - - - 22 0 5 8 0 SE J O B # : New York Omaha HonoluluMiami Los Angeles Seattle SA N T A A N A , C A 9 2 7 0 5 21 3 0 E 1 7 T H S T . - - - - - - P4.0 PL U M B I N G S P E C I F I C A T I O N S 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . D A T E DE S C R I P T I O N - - - - - - - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 SCALE: 1 LS1.0 LIFE SAFETY PLAN 3/16" = 1'-0"SCALE: 2 LS1.0 HANDICAPPED TOILET ROOM ELEVATIONS AND DETAILS 3/8" = 1'-0" (TYPICAL) CONSTRUCTION TYPE: TYPE II-B UNPROTECTED UNSPRINKLED USE GROUP CLASSIFICATION: SALES AREA MERCANTILE GROUP M STOCK ROOM STORAGE GROUP S-1 REQ'D SEPARATION NONE OCCUPANCY CLASSIFICATION: BUILDING MERCANTILE GROUP M TENANT GROUP C2 MERCANTILE FIRE SUPPRESSION SYSTEM: YES NO OCCUPANCY LOADS: SALES FLOOR/ FITTING ROOM 3786 SQ FT DIVIDED BY 60 = 63 STOCK RM/TOILETS 1953 SQ FT DIVIDED BY 300 = 7 TOTAL: 70 OCCUPANTS SQUARE FOOTAGE: SALES FLOOR 3725 SQ FT STOCK ROOM 1841 SQ FT TOILET ROOM 112 SQ FT FITTING ROOM 61 SQ FT TOTAL LEASE: 5739 SQ FT EGRESS CAPACITY: TOTAL OCCUPANT LOAD: 70 OCCUPANTS EGRESS THRU FRONT ENTRANCE: 70 / 2 = 35 OCCUPANTS EGRESS CAPACITY: FRONT ENTRANCE:72" / .20 = 360 OCCUPANTS REAR EXIT DOOR:36" / .20 = 180 OCCUPANTS NOTE: REAR EXITS EQUIPPED WITH PANIC HARDWARE LS1.0 LI F E S A F E T Y P L A N EX I T S I G N TOILET ROOM SIGN TOILET ROOM SIGN 2 x 4 2 x 4 2 x 4 2 x 4 2 x 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 4 FI T T I N G RO O M S I G N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 ST O C K RO O M S I G N DA T A RA C K SA L E S AR E A S I G N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 EX I T S I G N ST O C K RO O M S I G N 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SA L E S AR E A S I G N 4 4 44 2 2 2 2 2 2 SA L E S AR E A S I G N EXIT SIGN 2 1 X 4 1 X 4 3' - 0 7 / 8 " 6' - 2 1 / 8 " 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 22 2 2 2 2 2 2 FE SALES AREA 100 STOCK AREA 101 CORRIDOR 105 TLT ROOM 102 FITTING ROOM 104 FIRE EXTINGUISHER IS TO BE INSTALLED ON INSIDE FACE OF CASH & WRAP COUNTER (AFTER FIXTURE DELIVERY TLT ROOM 103 FITTING ROOM SIGN EXIT SIGN TOTAL TRAVEL DISTANCE ENTRANCE TO EXIT= 95'-8" EXIT/ EMERGENCY LIGHT COMBO (TYP) UNISEX TOILET ROOM SIGN FE FIRE EXTINGUISHER (TYP) EXISTING ADJACENT RETAIL TENANT (NO WORK) 89'-0" TO FRONT EXIT 78'-7" TO FRONT EXIT 79 ' - 7 " TO R E A R E X I T EXIT/ EMERGENCY LIGHT COMBO (TYP) 63 ' - 1 " TO R E A R E X I T 50 ' - 4 " 48 ' - 5 " 4'-1 1 2"4'-0" 4'-0" 5'-1 1 2" 3' - 6 " 3' - 0 7 8" 7'-0"7'-01 4"4'-1 3 4" 38'-1 1 4" EXIT/ EMERGENCY LIGHT COMBO (TYP) 8' - 0 " 1 0 ' - 6 1 8" 74 ' - 6 1 8" 43 ' - 0 " TO F R O N T E X I T 93 ' - 7 " 11'-05 8"7'-8" 38'-53 4" EXIT/ EMERGENCY LIGHT COMBO (TYP) 6' - 7 1 8" 1-HR RATED PARTITION 1-HR DOOR ASSEMBLY 1-HR DOOR ASSEMBLY 1-HR RATED PARTITION 4'-0" 4'-0"8'-105 8" 62 ' - 2 " 5' - 9 3 8" 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 5' - 3 1 8" 7' - 8 7 8" 4' - 0 " 4' - 0 " 4' - 0 " 5' - 9 3 8" 101'-0"59'-0" DISTANCE TO EXIT PATH OF EGRESS DIRECTION OF TRAVEL FE FIRE EXTINGUISHER CEILING MOUNTED EXIT/EMERGENCY LIGHT LIFE SAFETY PLAN KEY 1-HR RATED FIRE PARTITION 8" MIN 17"-25" 6" MAX 11" MIN 27 " M I N 34 " M A X 40 " M A X T O R E F L E C T . S R F C 9" M I N 4" MAX 5"36" 3'-6" MIN12" 4'-6" MIN 1 9 " M I N 30"CLEAR 60"CLEAR 36 " M A X 17"-18"15" 42 " INSULATE ALL EXPOSED PIPE 42 " 1 8 "GB3 GB2GB1 TP 8" 60" CLEAR 40" GB1 TP GB2 MR1 PTH 48" CLEAR MR1 PTH 1 8 " 36 " M A X 6" MAX 11" MIN 27 " M I N 34 " M A X 9" M I N 48" CLEAR 8" MIN 30" CLEAR 1 5 " M I N 48 " M A X NOTE: GRAB BAR IS TO MEET ALL FEDERAL, STATE, & LOCAL CODE REQUIREMENTS. TOILET SIDE ELEVATION TOILET & LAV FRONT ELEVATION LAV SIDE ELEVATION DRINKING FOUNTAIN ELEVATIONS FIRE EXTINGUISHER DETAILS WHEN INSTALLED ON WALL SURFACE 40 " M A X FSD FIRE EXTINGUISHERS: REFER TO SCHEDULE OF RESPONSIBILITIES (SHEET T1) TO VERIFY THE PARTY RESPONSIBLE FOR INSTALLING FIRE EXTINGUISHERS. THE SAME RESPONSIBLE PARTY WILL BE REQUIRED TO HAVE THE FIRE EXTINGUISHERS LABELED WITH THE PROPER STATES INSPECTION TAG FIRE EXTINGUISHER TO BE AMREX 5LB. FIRE EXTINGUISHER, DRY CHEMICAL, 3A:40B:C OR APPROVED EQUAL. GB3 2'-0" FLOOR CLEARANCES CAN OVERLAP HIBBETT G.C. TO INSTALL CLEAR CAULK AROUND MIRROR 38 " - 4 3 " 18"x18" CLEAR FLOOR 60 " M A X A . F . F . 9" 34 " M I N - 4 6 " M A X 9" LC LC ACCESSIBILITY SIGN ANSI APPROVED E.S. PLASTIC NEMA RATED SELF EXTINGUISHING, WHITE RAISED GRAPHICS ON BLUE BACKGROUND, ADHESIVE MOUNTED NOTE: ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR CONTRAST, AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS. DOOR SIGNAGE ELEVATIONS DOOR SIGNAGE DETAILS 8" 2" GRADE 2 BRAILLED CHARACTERS RAISED TEXT 48 " M I N A . F . F . 58 " - 6 0 " T O C . L . O F S Y M B O L 12" 1/4" TH. CIRCLE (BLUE IN COLOR) 1/4" TH. TRIANGLE (WHITE IN COLOR) SIGN SHALL COMPLY WITH CBC 11B-703.7.2.6.3 DOOR PULLS, HANDLES, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRING TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 8" 8" GRADE 2 BRAILLED CHARACTERS RAISED TEXT RAISED ACCESSIBILITY SYMBOL RAISED FEMALE AND MALE SYMBOLS GENDER NEUTRAL GENDER NEUTRAL 18" MIN TO T A B L E L I P CL E A R 34 " M A X 48 " M A X T O C O N T R O L 27 " M I N CHANGING STATION FRONT & SIDE ELEVATION BCS INSULATE ALL SUPPLY AND WASTE LINES 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . D A T E DE S C R I P T I O N - - - - - - - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 CANE TECHNIQUE CANE TECHNIQUE TWO HINGED DOORS IN SERIES LATCH SIDE APPROACH - SLIDING OR FOLDING DOORS SLIDE SIDE APPROACH - SLIDING OR FOLDING DOORS FRONT APPROACH - SLIDING OR FOLDING DOORS LATCH SIDE APPROACH SWINGING DOOR SIDE APPROACH - SWINGING DOOR LATCH SIDE APPROACH SWINGING DOOR FRONT APPROACH - SWINGING DOOR FRONT APPROACH - SWINGING DOOR HINGE SIDE APPROACH - SWINGING DOOR T-SHAPED SPACE FOR 180° TURNS SPACE NEEDED FOR U-TURN WHEELCHAIR TURNING SPACE MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR CLEARANCE FOR ALCOVE ADDITIONAL MANEUVERING ADDITIONAL MANEUVERING CLEARANCE FOR ALCOVE CLEAR FLOOR SPACE CLEAR FLOOR SPACE IN ALCOVE CLEAR FLOOR SPACE IN ALCOVE DIMENSIONS OF ADULT-SIZED WHEELCHAIR DIMENSIONS OF ADULT-SIZED WHEELCHAIR PARALLEL APPROACH FORWARD APPROACH DIMENSIONS OF ADULT-SIZED WHEELCHAIR DIMENSIONS OF ADULT-SIZED WHEELCHAIR MINIMUM CLEAR WIDTH FOR ONE WHEELCHAIRS CHANGES IN LEVEL CLEAR FLOOR SPACE BACK WALL OF SIDE WALL OFGRAB BARS AT WATER CLOSETS GRAB BARS AT WATER CLOSETS · · URINAL CLEARANCES SPOUT HEIGHT AND KNEE CLEARANCE 1 SECTION 402 ACCESSIBLE ROUTE SCALE: NTS 3 SECTION 602 DRINKING FOUNTAINS SCALE: NTS 7 SECTION 1118B.4 URINALS SCALE: NTS 8 SEC. 603.3 & 606 MIRROR & LAVATORIES SCALE: NTS 8 SECTIONS 304 & 305 CLEAR FLOOR & GROUND SPACE REQUIREMENTS SCALE: NTS10SECTION 404 DOORS SCALE: NTS 11 SEC. 904 CHECK OUT/ SALES/ SERVICE SCALE: NTS LAVATORY & MIRROR CLEARANCES FORWARD REACH 9 SEC. 308 REACH RANGE SCALE: NTS AUTOMATIC PAPER TOWEL MOUNTING HEIGHT NOTES: STANDARD STALL STANDARD STALL 2 SECTION 303 CHANGES IN LEVEL SCALE: NTS SECTION PLAN 4 SECTION 703 TACTILE SIGNS SCALE: NTS LOCATION INSTALLATION HEIGHT XXX XXX UNOBSTRUCTED OBSTRUCTED FORWARD REACH OBSTRUCTED SIDE REACH LS2.0 AC C E S S I B I L I T Y G U I D E L I N E S 6 ACCESSIBLE DOOR SIGNAGE SCALE: 3/8"=1'-0"5 ACCESSIBLE SIGNAGE LOCATION SCALE: 3/8"=1'-0" GENDER NEUTRAL GENDER NEUTRAL 12 CBC SECTION 115B SCALE: NTS B A 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 DEMO KEY NOTES IN THE EVENT THE CONTRACTOR ENCOUNTERS MATERIAL ON THE SITE REASONABLY BELIEVED TO BE ASBESTOS, POLYCHLORINATED BIPHENYL (PCB), OR OTHER TOXIC MATERIAL WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION TO HIBBETT SPORTS, INC. THE CONTRACTOR SHALL VERIFY THE CONSTRUCTION OF EXISTING FIRE ASSEMBLIES (PARTITIONS, FLOORS, ROOFS, DOORS, AND FRAMES) MEET THE RATINGS DESIGNATED ON THE DRAWINGS. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR SHALL MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO ATTAIN THE PROPER RATINGS AND TO MEET LOCAL GOVERNING CODES. THE INTEGRITY OF FIRE PROTECTIVE CONSTRUCTION SHALL BE MAINTAINED ON EXISTING COLUMNS, BEAMS AND FLOOR-CEILING ASSEMBLIES. PATCH ALL FIREPROOFING REQUIRED AND SEAL PENETRATIONS TO MAINTAIN RATINGS. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL CONSTRUCTION DOCUMENTS OF THE FACILITY. THE CONTRACTOR SHALL REMOVE ALL ABANDONED SYSTEMS AND CAP OR REMOVE EXISTING BRANCH LINES AS INDICATED IN THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. IF AN EXISTING SYSTEM IS TO REMAIN, RELOCATE AND/OR REROUTE AS REQUIRED. NEW LOCATION TO BE APPROVED BY HIBBETT SPORTS, INC PRIOR TO WORK BEING PERFORMED. THE CONTRACTOR SHALL SURVEY AND DETERMINE THE REMOVAL OF EXISTING CONSTRUCTION, EITHER WHOLE OR IN PART, AS REQUIRED FOR THE INSTALLATION OF NEW MECHANICAL, PLUMBING, AND ELECTRICAL WORK. THE CONTRACTOR SHALL NOTIFY THE HIBBETT SPORTS, INC OF ANY CONSTRUCTION DEFECTS FOUND IN UNCOVERING WORK IN THE EXISTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING DEFECTIVE WORK IN EXISTING CONSTRUCTION WITHIN THE LIMITS OF THE CONSTRUCTION AREA. THIS INCLUDES, BUT IS NOT LIMITED TO, UNEVEN SURFACES AND FINISHES AT PLASTER OR GYPSUM BOARD. THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH NEW ADJACENT SURFACES. PARTITION WALLS NOTED TO BE DEMOLISHED SHALL BE REMOVED TO THE FULL HEIGHT OF THE PARTITION UNLESS OTHERWISE NOTED. GENERAL NOTES: SCALE: 1 D1.0 DEMO FLOOR PLAN 3/16" = 1'-0"SCALE: 2 D1.0 DEMO CEILING PLAN 3/16" = 1'-0" 1. REMOVE ALL PARTITIONS IN THEIR ENTIRETY AS INDICATED UNLESS NOTED OTHERWISE (U.N.O.). PROTECT ADJACENT CONSTRUCTION TO REMAIN. 2. REMOVE EXISTING FURRING AROUND COLUMN. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 3. REMOVE EXISTING FIXTURES & EQUIPMENT AS INDICATED. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 4. REMOVE EXISTING PLUMBING FIXTURES AS INDICATED. PROTECT ADJACENT CONSTRUCTION TO REMAIN. CAP OFF ALL PLUMBING CONNECTIONS AS NEEDED. SEE P1.0 FOR NEW PLUMBING LAYOUT. 5. REMOVE EXISTING DOOR, FRAME, & HARDWARE AS INDICATED. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 6. REMOVE EXISTING FLOOR FINISHES TO CONCRETE SLAB. PREPARE FLOOR TO RECEIVE NEW FINISHES. SEE SHEET A3.0 FOR FLOOR FINISH PLAN. 7. EXISTING DOOR AND FRAME TO REMAIN. 8. EXISTING STOREFRONT GLAZING, DOORS, ETC. TO REMAIN. 9. REMOVE EXISTING DRYWALL CEILING AS INDICATED. 10. REMOVE EXISTING CEILING GRID & TILE AS INDICATED. SEE SHEET A4.0 FOR REFLECTED CEILING PLAN. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 11. REMOVE EXISTING BULKHEAD ABOVE. PROTECT ADJACENT CONSTRUCTION TO REMAIN. 12. REMOVE EXISTING LIGHT FIXTURES AS INDICATED. SEE SHEET A4.0 FOR NEW LIGHTING LAYOUT. 13. REMOVE EXISTING ELECTRICAL DEVICES, OUTLETS, CONDUITS, THERMOSTATS, SPEAKERS, EQUIPMENT, & CONNECTIONS AS INDICATED. SEE E1.0 FOR ELECTRICAL LAYOUT. 14. REMOVE EXISTING HVAC DIFFUSERS & RETURN AIR GRILLES. SEE SHEET M1.0 FOR MECHANICAL LAYOUT. 15. EXISTING ROOF TRUSSES TO REMAIN. 16. EXISTING DUCTWORK, HVAC DIFFUSERS, & RETURN AIR GRILLES TO REMAIN. 17. EXISTING MOP SINK TO REMAIN. 18. REMOVE EXISTING BATTERY PACK FIXTURE. NOTES: G.C. TO PROVIDE REFUSE CONTAINERS FOR ALL TRASH REMOVAL AND REMOVE ALL DEMOLITION MATERIALS FROM THE SPACE PRIOR TO THE START OF NEW CONSTRUCTION. KEY NOTE EXISTING WALLS TO REMAIN LEGEND: X EXISTING PERIMETER/DEMISING WALLS EXISTING WALLS/DOORS TO BE REMOVED SP SURFACE MOUNTED LIGHT FIXTURE TO BE REMOVED EXISTING LIGHT FIXTURE TO BE REMOVED EMERGENCY EXIT SIGN TO BE REMOVED EMERGENCY LIGHT FIXTURE TO BE REMOVED RECESSED LIGHT FIXTURE TO BE REMOVED STRIP LIGHT FIXTURE TO BE REMOVED SUPPLY AIR VENT TO BE REMOVED RESTROOM EXHAUST FAN TO REMAIN TRACK LIGHT FIXTURE TO BE REMOVED SPEAKER TO BE REMOVED SECURITY BUBBLE TO BE REMOVED EXISTING SUPPLY AIR VENT TO REMAIN EXISTING DIFFUSER TO REMAIN D1.0 DE M O L I T I O N P L A N S 1 6 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 22 1 33 4 4 5 5 1 5 5 5 5 5 1 1 1 1 1 1 1 1 1 6 6 7 .8 . .8 .8 8 B 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 1212 12 12 12 12 1212 12 12 12 12 12 12 12 12 12 1212 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 TYP. 12 TYP. 12 TYP. 12 TYP. 12 12 12 9 9 9 9 9 12 12 11 11 11 11 11 11 11 11 11 11 11 12 12 12 12 13 13 14 14 14 14 1212 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 14 12 12 13 12 12 12 13 13 13 13 13 13 13 1313 13 14 14 14 14 18 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 18 12 13 16 16 16 16 16 1616 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 TYP. 10 10 6 6 4 66 3 3 3 3 3 10 10 10 10 17 9 SP A T A T T B B T SP SP SP SP SP SP SP 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . DA T E DE S C R I P T I O N - - - - - - - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 CONTRACTOR NOTES: SCALE: 1 A1.0 FLOOR PLAN 3/16" = 1'-0" ENSURE THERE IS GYP. BD. INSTALLED TO THE DECK ON HIBBETT'S SIDE OF DEMISING WALLS, SEE T1.0 FOR RESPONSIBILITY. HIBBETT SPORTING GOODS, INC. IS RESPONSIBLE FOR THE DESIGN INTERPRETATION OF THE CONSTRUCTION DOCUMENTS. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR APPROVAL WILL BE CORRECTED BY THE CONTTRACTOR AT THE CONTRACTOR'S COST. FIRE EXTINGUISHER, ELECTRICAL PANELS, TELEPHONE EQUIPMENT BOARDS, ETC., SHALL BE LOCATED IN ACCORDANCE WITH REQUIREMENTS SET BY THE GOVERNING AGENCIES. ANY LOCATIONS NOT SHOWN SHALL BE VERIFIED WITH HIBBETT SPORTING GOODS, INC. PRIOR TO ROUGH-IN AND INSTALLATION. MAINTAIN INTEGRITY OF FIRE WALL RATING REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY THEIR SUBCONTRACTOR'S WORK. IN THE CONTRACTOR ENCOUNTERS MATERIAL ON THE SITE BELIEVED TO BE ASBESTOS, POLYCHLORINATED BIPHENYL (PCB), OR OTHER TOXIC MATERIAL WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION IN WRITING TO THE OWNER AND HIBBETT SPORTING GOODS, INC. THE CONTRACTOR SHALL VERIFY THE CONSTRUCTION OF EXISTING FIRE RATED ASSEMBLIES (PARTITIONS, FLOORS, ROOFS, DOORS, AND FRAMES) MEET THE RATINGS DESIGNATED ON THE DRAWINGS. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR SHALL MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO ATTAIN THE PROPER RATINGS AND TO MEET LOCAL GOVERNING CODES. CONTRACTOR IS TO MAINTAIN ALL EXISTING AND NEW FIRE RATED CONSTRUCTION. PATCH AND SEAL ALL PENETRATIONS AS REQUIRED TO MAINTAIN FIRE RATINGS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF AS-BUILT CONSTRUCTION, AND NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE AS-BUILT CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL REMOVE ALL ABANDONED SYSTEMS AND CAP OR REMOVE EXISTING BRANCH LINES AS INDICATED IN THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. IF AN EXISTING SYSTEM IS TO REMAIN, RELOCATE AND/OR REROUTE AS REQUIRED. THE CONTRACTOR SHALL SURVEY AND DETERMINE THE REMOVAL OF EXISTING CONSTRUCTION, EITHER WHOLE OR IN PART, AS REQUIRED FOR THE INSTALLATION OF NEW MECHANICAL, PLUMBING, AND ELECTRICAL WORK. THE CONTRACTOR SHALL NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY CONSTRUCTION DEFECTS FOUND WHEN UNCOVERING WORK AT THE CONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING DEFECTIVE WORK IN EXISTING CONSTRUCTION WITHIN THE LIMITS OF THE CONSTRUCTION AREA. THIS INCLUDES, BUT IS NOT LIMITED TO, UNEVEN SURFACES AND FINISHES AT PLASTER OR GYPSUM BOARD. THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH NEW ADJACENT SURFACES. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR HIBBETT SPORTING GOODS, INC. APPROVAL WILL BE CORRECTED BY THE CONTRACTOR AT CONTRACTOR'S COST. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF AS-BUILT CONSTRUCTION, AND NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE AS-BUILT CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS ARE NOT ADJUSTABLE UNLESS NOTED WITH PLUS/MINUS TOLERANCE. DIMENSIONS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCRETE - FROM FACE OF CONCRETE TO FACE OF CONCRETE MASONRY - FROM FACE OF MASONRY TO FACE OF MASONRY OR FINISHED FACE OF INTERIOR WALL INTERIOR WALLS - FROM FINISHED FACE OF GYP BD TO FINISHED FACE OF GYP BD UNLESS NOTED OTHERWISE INTERIOR ELEVATION - FROM FINISHED FLOOR TO FINISHED CEILING OR FINISHED WALL TO FINISHED WALL DOOR SHALL BE LOCATED WITH 18" MIN. CLEAR ON LATCH PULL SIDE AND 12" MIN. CLEAR ON LATCH PUSH SIDE, UNLESS OTHERWISE NOTED. DIMENSION NOTES: SCALE: 2 A1.0 COLUMN DETAIL 3/4" = 1'-0" PARTITION KEY NOTE EXISTING WALLS TO REMAIN LEGEND: EXISTING PERIMETER/DEMISING WALLS NEW FULL HEIGHT PARTITION X NEW 4'-0" PARTITION A1.0 DI M E N S I O N E D F L O O R P L A N DA T A RA C K STOCK AREA 101 TLT ROOM 102 TLT ROOM 103 FITTING ROOM 104 PLY ALONG ALL EXTERIOR WALLS, TYP. SEE DETAIL A/A2.3 FITTING ROOM BENCH. SEE DETAIL 9/A2.2 SAW CUT AND REMOVE EXISTING CONCRETE SLAB AS REQUIRED TO INSTALL NEW CONDUITS FOR POWER AND DATA. PATCH SLAB AS REQUIRED TO MATCH EXISTING ADJACENT FLOOR CONSTRUCTION. SEE SHEETS E1.0 & E4.0 FOR DETAILS. 5 1'-0" SENSORMATIC PEDESTALS (2 TYP) P5 EXISTING ADJACENT RETAIL TENANT (NO WORK) 6' - 0 " 4' - 0 " 8' - 0 " 478" 5' - 1 0 5 8" 5' - 6 1 4" 68 ' - 1 1 7 8" ± 9 5 ' - 5 7 8" E X T E N T O F D E M I S E D A R E A 7'-0"7'-01 4" 4'-1 3 4" 47 8"38'-23 4" ± 60'-05 8" EXTENT OF DEMISED AREA 1 9 ' - 9 1 4" 4'-83 8"1'-61 2"1'-61 2" 1 ' - 1 3 4" 1'-61 2" 11'-1 3 8" 47 8" 7'-8" 47 8" 21'-5"17'-21 4" 4' - 8 5 8" 21 ' - 1 0 " 4' - 8 " 5' - 3 1 2" 6' - 2 1 8" 6' - 0 " 6' - 2 1 8" 1 9 ' - 0 1 2" 1 9 ' - 9 5 8" 1 ' - 0 " 8" 918" 3' - 0 " 6' - 0 " 3' - 0 " 63 ' - 0 " 3' - 0 " 734" 3' - 0 " 1 1 ' - 0 7 8" 19'-1 1 2" 71 8" 37'-51 4" 8' - 0 " 478" G.C. TO BUILD OUT COLUMN AROUND EXISTING BEAM. SEE DETAIL 2/A1.0 & ELEVATION 2/A2.2 FOR FURTHER INFORMATION. G.C. TO BUILD OUT COLUMN AROUND EXISTING BEAM. SEE DETAIL 2/A1.0 & ELEVATION 2/A2.2 FOR FURTHER INFORMATION. 6" 6'-6"3'-0" 5 6R 3R 4R 4R P7 P7 P6 P8 P2 SALES AREA 100 93 ' - 8 1 2" I N S I D E T O I N S I D E P4 8'-03 4" 6"8" 3'-61 4 " 1 ' - 1 3 4" 1 ' - 1 3 4" 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) 2 7 5" 8" 5" 8' - 3 7 8" 6' - 0 1 2" 478" 30 ' - 9 1 8" 13'-1 1 2" SIM. SIM. P9 P3 1 P11 P1 3'-41 4" P9 P9 P10 CORRIDOR 105 PLY 9" 3'-0" PLY 1 ' - 7 1 2" 3' - 0 " EXISTING F.H. DEMISING WALL LINE OF EXISTING OVERHANG ABOVE LINE OF EXISTING OVERHANG ABOVE 2' - 4 1 2" 478" 3' - 6 " 1 1 ' - 4 5 8" 3'-6" 47 8" 10'-71 4" 10'-23 8" 1 0 ' - 1 1 3 4" 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) SYM. 418" 1 4 ' - 8 5 8" 1 - H O U R F I R E R A T E D W A L L 8'-55 8" 1-HOUR FIRE RATED WALL WALL PARTITION 1 HOUR RATED ANSI/UL 263 - DESIGN NO. U419 PARTITION LEGEND TOILET ROOM TOILET ROOM NOTE: DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD, U.N.O. TLT ROOM CORRIDOR SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES FITTING ROOM PARTITION P2 P4 P3 P1 P6 FITTING ROOM/STOCK ROOMP7 EXISTING PLUMBING WALLP11 EXISTING EXTERIOR WALLP9 EXISTING DEMISING WALLP10 DISPLAY WALL PARTITIONP5 CEILING TRACK ATTACHED TO CEILING GRID P8 3 5/8"-20 GA. STEEL STUDS @ 16" O.C. W/ TYPE "X" 5/8" GYP. BD. ON EACH SIDE CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES TLT ROOM TLT ROOM SEE FINISH NOTES FOR FLOOR FINISH 5 1/2" 20 GA. METAL STUD CROSS BRACE @ 32" O.C.. CONNECTED TO CEILING JOISTS WITH #10 SCREW AT 32" O.C. CONTINUOUS METAL STUD TOP TRACK 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. CORRIDOR SALES AREA SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. EXISTING ROOF JOIST HOLD STUD MIN. 1" BELOWW TRACK CONTINUOUS TOP TRACK W/ 3" SLOTTED LEG - ATTACHED TO UNDERSIDE OF B.J. TOP CHORP 1 " SCRIBE DOWN TO DECK ABOVE CEILING TILE & GRID 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM FIRE CAULK AS REQ'D SALES AREA NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS TOP TRACK CLIP EACH CROSS BRACE TO FORM A FLANGE TO FASTEN INTO TOP TACK 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ALTERNATE 4 #4 10-16 FASTENERS, TYP. 3 5/8" 20 GA. METAL STUD CROSS BRACE. LOCATE @ B.J. PANEL POINTS ACROSS 2 TRUSSES MIN. EXISTING ROOF DECK EXISTING ROOF JOIST CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. CEILING TILE & GRID STOCK ROOM/SALES AREA CORRIDOR STOCK ROOM SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. EXISTING ROOF JOIST 1 " HOLD STUD MIN. 1" BELOWW TRACK CONTINUOUS TOP TRACK W/ 3" SLOTTED LEG - ATTACHED TO UNDERSIDE OF B.J. TOP CHORP FIRE CAULK AS REQ'D 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS SCRIBE DOWN TO DECK ABOVE SALES AREA STOREFRONT FITTING ROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS TOP TRACK CLIP EACH CROSS BRACE TO FORM A FLANGE TO FASTEN INTO TOP TACK 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ALTERNATE 4 #4 10-16 FASTENERS, TYP. EXISTING ROOF DECK EXISTING ROOF JOIST CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. STOCK ROOM 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM FITTING ROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS TOP TRACK CLIP EACH CROSS BRACE TO FORM A FLANGE TO FASTEN INTO TOP TACK 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ALTERNATE 4 #4 10-16 FASTENERS, TYP. CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. SALES AREA 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM CEILING TILE & GRID CONT. CROSS BRACE TO NEXT TRUSS STOCK ROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS TOP TRACK CLIP EACH CROSS BRACE TO FORM A FLANGE TO FASTEN INTO TOP TACK 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ALTERNATE 4 #4 10-16 FASTENERS, TYP. CONTINUOUS METAL FLOOR TRACK W/ POWER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. SALES AREA CEILING TILE & GRID WALL PARTITION 1 HOUR RATED ANSI/UL 263 - DESIGN NO. U419 3 5/8" 20 GA. METAL STUD CROSS BRACE. LOCATE @ B.J. PANEL POINTS ACROSS 2 TRUSSES MIN. EXISTING ROOF DECK EXISTING ROOF JOIST CONT. CROSS BRACE TO NEXT TRUSS 3 5/8" 20 GA. METAL STUD CROSS BRACE. LOCATE @ B.J. PANEL POINTS ACROSS 2 TRUSSES MIN. EXISTING ROOF DECK EXISTING ROOF JOIST CONT. CROSS BRACE TO NEXT TRUSS CONT. CROSS BRACE TO NEXT TRUSS 3 5/8" 20 GA. METAL STUD CROSS BRACE. LOCATE @ B.J. PANEL POINTS ACROSS 2 TRUSSES MIN. 3 5/8"-20 GA. STEEL STUDS @ 16" O.C. W/ TYPE "X" 5/8" GYP. BD. ON EACH SIDE GB1 P4 1x4 BASE TRIM AROUND FULL BOTTOM PERIMETER OF COLUMN, PAINT EXISTING I-BEAM 1'-6 1/2" 1 ' - 1 3 / 4 " T2 GYPSUM BOARD WRAPPED COLUMN STUDS, PAINT P2 1-5/8" 20 GA. MTL STUDS CORNER TRIM ALL CORNERS UP TO 10'-0" A.F.F., PAINT P2 T4 P4 1x4 TRIM AROUND FULL PERIMETER OF COLUMN AT 10'-4" A.F.F., PAINT T2 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . D A T E DE S C R I P T I O N - - - - - - - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 SCALE: 1 A1.1 JAMB & HEAD DETAIL 3" = 1'-0" @ FITTING ROOM DOOR SCALE: 2 A1.1 JAMB & HEAD DETAIL 3" = 1'-0" @ STOCK ROOM DOOR SCALE: 3 A1.1 DOOR CLOSER ARM DETAIL NTS SCALE: 4 A1.1 ADA FLOOR CLEARANCE 1/2" = 1'-0" ITEMS LISTED ON THIS PAGE ARE TO BE PROVIDED BY GC IN INSTALLATION OF DOORS, FRAMES, AND HARDWARE AS NOTED. SEE SHEET T1.1 FOR SPECIFICATIONS, GENERAL NOTES AND ORDERING INSTRUCTIONS. DOOR FRAMES: ALL INTERIOR METAL DOORS OTHER THAN STOCKROOM DOOR 4 (NON-RATED): CECO FOO1749X-CU (LH) FOO1750X-CU (RH) GRAINGER # 1PHV6(LH) GRAINGER # 1PHW1(RH) STOCKROOM DOOR 4 (NON-RATED): CECO - CASED OPENING FRAME, "KD" CORNER ASSEMBLY. DOORS: CONTRACTOR'S OPTION TO INSTALL SOLID CORE WOOD DOORS OR METAL DOORS UNLESS IN RATED WALL CONSTRUCTION. ALL INTERIOR DOORS OTHER THAN STOCKROOM DOOR - METAL DOOR: CECO CEVD183068CYL - F - CU GRAINGER # 35YV86 METAL DOOR WITH GLASS: CECO CHMD x NL30 68 x CYL-CU-18ga-WG GRAINGER # 5EHR9 NOTES: FINISH NOTED ON SHEET A1.1 DOOR SCHEDULE & SHEET A2.1 INTERIOR ELEVATIONS OCCURS ON BOTH SIDES OF DOOR AND FRAME UNLESS OTHERWISE NOTED. UNLESS OBVIOUSLY SHOWN OTHERWISE, DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED 4" FROM FINISHED WALL TO FRAME. ALL INTERIOR DOORS & FRAMES WITH FIRE RATING SHALL BE SOLID CORE, WITH LABEL ATTACHED TO DOOR EDGE. EXIT OR EXTERIOR SURFACE DOORS, WHERE REQUIRED TO BE PROVIDED BY GENERAL CONTRACTOR SHALL BE 1 3/4" THICK FLUSH METAL DOOR IN METAL FRAME, THREE BUTT HINGES HAVING FIXED PINS, STRIKE PINS, STRIKE PLATE AND LOCKSET. DOOR, TRIM, AND FRAME NOTES A1.1 DO O R S C H E D U L E & D E T A I L S HOLLOW METAL ADJ. FRAME DOOR. RE: SCHEDULE DOUBLE STUDS @ JAMB LOCATION. 20 GA. STL STUD PANELING OVER 1x STRIPPING. 61 8" 5 8" GYPBD OVER 20 GA. STL STUDS @ 16" O.C. (TYP) 2" HOLLOW METAL ADJ. FRAME DOOR. RE: SCHEDULE STUD CHANNEL & MTL STUD HEADER PANELING OVER 1x STRIPPING. 61 8" 5 8" GYPBD OVER 20 GA. STL STUDS @ 16" O.C. (TYP) 2" 47 8" 1 1 4" 47 8" 1 1 4" 1" CORNER TRIM (T4) PAINTED (P4) LATTICE TRIM PAINTED (P4) 1" CORNER TRIM (T4) PAINTED (P4) LATTICE TRIM PAINTED (P4) PAINT FRAME P4 PAINT FRAME P4 JAMB HEAD 2X BLOCKING 2X BLOCKING HOLLOW METAL CASED OPENING NO STOP DOOR. RE: SCHEDULE DOUBLE STUDS @ JAMB LOCATION. 20 GA. STL STUD PANELING OVER 1x STRIPPING. 61 8" 5 8" GYPBD OVER 20 GA. STL STUDS @ 16" O.C. (TYP) 2" HOLLOW METAL CASED OPENING, NO STOP STOCK ROOM DOOR STUD CHANNEL & MTL STUD HEADER PANELING OVER 1x STRIPPING. 61 8" 5 8" GYPBD OVER 20 GA. STL STUDS @ 16" O.C. (TYP) 2" 47 8" 1 1 4" 47 8" 1 1 4" PAINT FRAME P4 PAINT FRAME P4 1" CORNER TRIM (T4) PAINTED (P4) LATTICE TRIM PAINTED (P4) 1" CORNER TRIM (T4) PAINTED (P4) LATTICE TRIM PAINTED (P4) JAMB HEAD 2X BLOCKING 2X BLOCKING INSTALL CLOSER ARM PARALLEL TO STOREFRONT STOREFRONT FRAME STOREFRONT DOOR ASSEMBLY RATING: 1 HOUR DOOR RATING: 20 MIN 2DOOR CLOSER 8 6R1 7 REFER TO THE RESPONSIBILITY OF WORK ON SHEET T1.0 AND SHEET A1.0 FOR DOOR SWING.DOOR SCHEDULE ALUM.ALUMINUMSALESFIELD VERIFY SECURITY GATE HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL RETAIL SECURITY#69B26D1 SECURITY GATE FIN.QTY. MODELDESCRIPTION MANUF. STEELSTEEL (LOCAL)SALES AREA/ CORRIDOR 3'-0" x 6'-8" SALES TO CORRIDOR DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL MORTISE CYLINDER ALUM.ALUMINUM / GLAZINGSALES6'-0" x 7'-0" FIN.QTY. MODELDESCRIPTION MANUF. ENTRY DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR & HARDWARE INSTALL WEATHER STRIPPING AROUND PERIMETER OF DOOR OPENING INSTALL DOOR CLOSER ARM PARALLEL TO STOREFRONT ALL DOOR HARDWARE TO MATCH FINISH OF DOOR AND FRAME EXIST. H.M.STOCK ROOM/ CORRIDOR 3'-0" x 6'-8" STOCK TO CORRIDOR DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL **ALL LOCKS FOR GATE ARE TO UTILIZE KENSTAN'S 7-PIN REMOVABLE CORE SYSTEM CORES TO BE PROVIDED BY HIBBETT -- 3R H.M.H.M.FITTING ROOM 3'-0" x 6'-8" FITTING ROOM DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL 1 1DEADBOLT 1EXIT INDICATOR 1DOOR THRESHOLD 2BRUSH DOOR SWEEP FIN.QTY.MODELDESCRIPTION MANUF. 2DOOR SILENCER ROCKWOOD 1WINDOW PROVIDED WITH DOOR LOCAL-- 1CLOSER ALUM 3BUTT HINGES McKINNEY-- FOLDING SECURITY GATE @ ENTIRE STOREFRONT GLASS AREA AND ALL ENTRY DOOR(S) SECURITY GATE 8 8' - 0 " FIELD VERIFY STOCKROOM TO CORRIDOR7 SALES AREA SIDE CORRIDOR SIDE 6' - 8 " CORRIDOR SIDE STOCK ROOM SIDE 6' - 8 " DOOR CLOSER 7' - 0 " THIS DOOR IS TO REMAIN UNLOCKED WHILE OCCUPIED ENTRANCE1 1111B 6' - 8 " FITTING ROOM3R MR4 1 0 " 5' - 0 " 1 0 " 6" 2'-0" 6" 4R H.M.H.M.3'-0" x 6'-8" NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL FIN.QTY. MODELDESCRIPTION MANUF. 2 DOOR SILENCER ROCKWOOD 1 WINDOW PROVIDED WITH DOOR LOCAL-- 1 CLOSER SC71 AD SAL FALCONALUM 3 BUTT HINGES McKINNEY-- STOCK / SALES STOCK ROOM DOOR HARDWARE INSTALL "NOT AN EXIT" SIGNAGE 2" VINYL LETTERED ADDRESS ABOVE DOOR, OR MIN. REQUIRED BY CODE. GRAINGER GRAINGER GRAINGER N/A GRAINGER ASSEMBLY RATING: 1 HOUR DOOR RATING: 20 MIN 6' - 8 " SALES AREA SIDE STOCK ROOM SIDE 6' - 8 " DOOR CLOSER5" 4R STOCK ROOM 1 YALEAU4601LNx626PASSAGE LOCKSET SATIN ASSEMBLY RATING: 1 HOUR DOOR RATING: 20 MIN 1 6' - 8 " 6' - 8 " DOOR CLOSER SALES FLOOR TO CORRIDOR6R YALEPASSAGE LOCKSET SATIN 5VRT3 22RC48 -- 608.GRAY GRAY4JG85 -- AU4601LNx6265VRT3 608.GRAY GRAY4JG85 3' - 6 " FIRE-RATED GLAZING 2' - 2 " 5" 3' - 6 " FIRE-RATED GLAZING2' - 2 " 1CLOSER ALUM FIN. QTY. MODELDESCRIPTION MANUF. 2BUTT HINGES McKINNEY-- 2DOOR SILENCER BATTALION 1AUTO-LOCK LOCKSET YALESATIN GRAINGER WHITE1"NOT AN EXIT" SIGN 608.GRAY GRAY4JG85 B-AU4605LN x 6265VTG1 CYLINDER SUPPLIED BY HIBBETT1 ---- -- 351-P10-351L-TB-EN (Alum) 351-P10-351L-TB-EB (Bronze)SARGENTMATCH SUPPLIED BY HIBBETT MS1850S-310- (628 Alum or 313 Bronze)ADAMS RITEMATCH 4089-00- (130 Alum or 121 Bronze)ADAMS RITEMATCH 171A X 36" (Verify Width)PEMKOALUM 18061- (C Alum or D Bronze) -NB-36 (Verify Width)PEMKOMATCH 21T021 or 21T022 2EUX7 or 2EUX8 2EUX3 or 2EUX4 36RP81 3EGR6 or 3EGT7 ------ 1AUTO-LOCK LOCKSET YALE FIN.QTY. MODELDESCRIPTION MANUF. 3SPRING BUTT HINGES McKINNEY 2 DOOR SILENCER BATTALION GRAINGER B-AU4605LN x 626 SATIN 1502 4-1/2” x 4-1/2” 26D -- 608.GRAY GRAY 5VTG1 25HE14 4JG85 REMOVABLE CORE 1 ------SUPPLIED BY HIBBETT BRUSH DOOR SWEEP 5 TOILET ROOM 3'-0" x 6'-8" TOILET ROOM DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL H.M.PAINT READY SOLID CORE WOOD (LOCAL) 6' - 8 " TOILET ROOM5 INSTALL TOILET ROOM SIGNAGE AS INDICATED ON SHEET LS1.0 1PRIVACY LOCKSET AU4602LN x 626 YALESATIN FIN.QTY.MODELDESCRIPTION MANUF. 2SPRING BUTT HINGES McKINNEY-- 2DOOR SILENCER BATTALION GRAINGER 1502 4-1/2” x 4-1/2” 26D 608.GRAY 25HE14 4JG85 GRAY 5VRT5 5' - 0 " INSTALL GENDER NEUTRAL SIGNAGE 1GENDER NEUTRAL SIGN PAD720BU ACCUFORMBLUE/WHITESPECIAL ORDER* EQ EQ ALUM1DOOR PROTECTION PLATE K1050 34X36.282RFZ5 ROCKWOOD DOOR PROTECTION PLATE ALUM1 DOOR PROTECTION PLATE K1050 34X36.282RFZ5 ROCKWOODDOOR PROTECTION PLATE SC71 AD SAL FALCON22RC48 SC71 AD SAL FALCON22RC48 4 ½”x4 ½” MPB68 26D52AU19 4 ½”x4 ½” MPB68 26D52AU19 4 ½”x4 ½” MPB68 26D52AU19 GENDER NEUTRAL EXIST. H.M. 480H93 480H93 CONDOR NOT AN EXIT 2 H.M.H.M.REAR EXIT 3'-0" x 7'-0" REAR EXIT DOOR HARDWARE NO.ROOM DOOR SIZE DOOR MATERIAL FRAME MATERIAL REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO INSTALL NEW HARDWARE RATED DOOR, FRAME, & HARDWARE WITH UL RATING TAGS INSTALL WEATHER STRIPPING AROUND PERIMETER OF DOOR OPENING 1DOOR CLOSER 351-P10-351L-TB-EN SARGENTALUM CYLINDER FIN. QTY.MODELDESCRIPTION MANUF. SUPPLIED BY HIBBETT1 3BUTT HINGES 4 ½”x4 ½” MPB68 26D McKINNEY-- 1PULL HANDLE ROCKWOODALUM 1DOOR THRESHOLD PEMKOALUM 1DOOR SWEEP 18061CNB36 (Verify Width)PEMKOALUM TRIDENT POWER UNIT 1 1DOOR DRIP EDGE 346C40 (Verify Width + 4”)PEMKO-- ROCKWOOD ROCKWOOD BATALLION SS SATIN CR 1LATCH PROTECTOR 1LEVER DOOR HOLDER 1PEEP HOLE 320.32D 461.26D IHEW7 9V BATTERY TRIDENT-- -- GRAINGER -- -- -- 21T021 52AU19 2RGW1 3HJA5 3HHU2 1HEW7 3EGR6 3EGU7 102 x 70C.28 2 MULTI-POINT EXIT LOCK TRIDENT MULTI-POINT LOCK SYSTEM TRIDENT -- -- 1 171A X 36" (Verify Width)36RP81 * GC TO REMOVE ANY EXISTING HARDWARE THAT DOES NOT MATCH WITH ABOVE SPECIFICATIONS. REAR EXIT ASSEMBLY RATING: 1 HOUR DOOR RATING: 1 HOUR 7' - 0 " 7' - 0 " DOOR W/ ALARMLOCK HARDWARE CLOSER PEEP HOLE PULL HANDLE LEVER DOOR HOLDER INSIDE VIEW OF EXIT DOOR OUTSIDE VIEW OF EXIT DOOR PEEP HOLE VINYL STORE SIGN LATCH GUARD EXIT DEVICE, TRIDENT 3' - 0 " DOOR DRIP EDGE BRUSH DOOR SWEEP EXIT DOOR ALARM REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE PROVIDED BY HIBBETT UNDERCUT DOOR 1" FOR RETURN AIR SPACE REFER TO RESPONSIBILITY OF WORK ON SHEET T1.0 CONTACT RETAIL SECURITY AT NUMBER BELOW AND CONTRACT INSTALLATION. CONTACT: BRUCE LONGO PHONE: 901-270-9174 EMAIL: BLONGO@RETAILGATES.COM GATE MUST BE INSTALLED AFTER FLOORING INSTALLATION. GATE IS TO COVER ENTIRE STOREFRONT GLASS AREA AND ALL ENTRY DOOR(S). REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE PROVIDED BY HIBBETT AUTO LOCK TO BE ON CORRIDOR SIDE NOTE THAT LOCKSET UTILIZES 7-PIN INTERCHANGEABLE CORE (PROVIDED BY TENANT). INCLUDED WITH THE LOCKSET IS A TAILPIECE THAT IS REQUIRED FOR CORE OPERATION. DO NOT DISCARD TAILPIECE. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE PROVIDED BY HIBBETT RATED DOOR, FRAME, & HARDWARE WITH UL RATING TAGS PAINT DOOR & FRAME P4 REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE & INSTALL MIRROR ON OUTSIDE OF DOOR RATED DOOR, FRAME, & HARDWARE WITH UL RATING TAGS PAINT DOOR AND FRAME P4 UNDERCUT DOOR 3/4" FOR RETURN AIR SPACE . NOTE THAT LOCKSET UTILIZES 7-PIN INTERCHANGEABLE/REMOVABLE CORE (PROVIDED BY TENANT). INCLUDED WITH THE LOCKSET IS A TAILPIECE THAT IS REQUIRED FOR CORE OPERATION. DO NOT DISCARD TAILPIECE. REFER TO RESPONSIBILITY SCHEDULE ON SHEET T1.0 GC TO PROVIDE AND INSTALL NEW DOOR GC TO INSTALL NEW HARDWARE PROVIDED BY HIBBETT RATED DOOR, FRAME, & HARDWARE WITH UL RATING TAGS PAINT DOOR & FRAME P4 EXISTING DOORS EXISTING DOOR EXISTING DOOR INSTALL "NOT AN EXIT" SIGNAGE NOT AN EXIT PUSH SIDE 12" MIN 48 " M I N PULL SIDE 18" MIN 60 " M I N CLEAR FLOOR SPACE CLEAR FLOOR SPACE TYPICAL DOOR 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . D A T E DE S C R I P T I O N - - - - - - - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 SCALE: 1 A2.0 FIXTURE PLAN 3/16" = 1'-0" SALES AREA 1. USE 2'-0" AND 4'-0" SHELVES TO GAUGE DISTANCE OF STANDARDS IN SALES AREA, ENSURE BOTH CAN FIT PROPERLY. STOCK ROOM 1. ALL SINGLE ROW SHELVES AGAINST WALLS IN STOCK AREA MUST BE SECURED AT TOP TO 1x10 BLOCKING OR PLYWOOD FIXED ON WALL. 2. BOTTOM SHELF MUST START AT FIRST SLOT FROM FLOOR. SEE DETAIL 2/A2.0. 3. WARNING: SHELVES MUST NOT BE USED AS A LADDER, WALKWAY, OR STANDING PLATFORM. **GENERAL CONTRACTOR TO INSTALL FURRING STRIPS IN SALES AREA. SEE DETAIL 5/A2.2.** SEE SHEET A2.1 FOR VERTICAL STANDARD ELEVATIONS & A2.3 FOR HORIZONTAL FURRING ELEVATIONS. NOTES: A2.0 FI X T U R E P L A N A N D D E T A I L S SCALE: 7 A2.0 UPRIGHT SHELVING DETAIL N.T.S. SCALE: 6 A2.0 UPRIGHT HEIGHT N.T.S. SCALE: 2 A2.0 CASH WRAP DETAIL 3/8" = 1'-0" SCALE: 4 A2.0 SHELF INSTALLATION DETAIL N.T.S. SCALE: 5 A2.0 TYPICAL SHELVING ELEVATION N.T.S. SCALE: 8 A2.0 UPRIGHT CONNECTION DETAIL N.T.S. SCALE: 9 A2.0 STOCKROOM SHELVING DETAIL N.T.S. SCALE: 3 A2.0 MANAGER & TRAINING AREA (TYP) 1/4" = 1'-0" NOTES: SALES AREA 100 USE 2'-0" AND 4'-0" SHELVES TO GAUGE DISTANCE OF STANDARDS, ENSURE BOTH CAN FIT PROPERLY. MR4 MR2 FRH FITTING ROOM 104 CASH WRAP COUNTER RE: DETAIL 2/A2.0 CREDENZA FIXTURE CORRIDOR 105 WDS STOCK AREA 101 TLT ROOM 103 BENCH REFER TO DETAIL 9/A2.2 REFER TO DETAIL B/A2.3 FOR PANEL INSTALLATION ON THIS WALL 7B 7C 7D 7A A2.2 FURRING STRIP ELEVATIONS INTERIOR ELEVATIONS 3 2 & 5 4 & 6 1 A2.1 2'-0" 5'-0" 2'-6" 2' - 0 " 4' - 0 " 2' - 0 " 4' - 0 " REFER TO DETAIL B/A2.3 FOR PANEL INSTALLATION ON THIS WALL REFER TO DETAIL B/A2.3 FOR PANEL INSTALLATION ON THIS WALL ALL STOCKROOM SHELVING AGAINST WALL TO BE SECURED TO 1X10 STRIPPING 3 A2.0 DASHED STOCKROOM SHELVING STANDARDS ABOVE DOOR TO BE INSTALLED @ 7'-0" A.F.F. TO THE CEILING FURRING STRIP ELEVATIONS ALL STOCKROOM SHELVING AGAINST THIS WALL TO BE SECURED TO PLYWOOD INSTALL UPRIGHT CROSS BRACING AS INDICATED PER MANUFACTURER'S RECOMMENDATIONS 4 SIM A2.24 A2.2 1 A2.2 TLT ROOM 102 EXISTING ADJACENT RETAIL TENANT (NO WORK) EX I T S I G N TOILET ROOM SIGN TOILET ROOM SIGN 2 x 4 2 x 4 2 x 4 2 x 4 2 x 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 1 X 4 4 FI T T I N G RO O M S I G N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 ST O C K RO O M S I G N DA T A RA C K SA L E S AR E A S I G N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 EX I T S I G N ST O C K RO O M S I G N 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SA L E S AR E A S I G N 4 4 4 4 2 2 2 2 2 2 SA L E S AR E A S I G N EXIT SIGN 2 1 X 4 1 X 4 3' - 0 7 / 8 " 6' - 2 1 / 8 " 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 4 A2.0 9 A2.0 8 A2.0 2 A2.2 2 A2.2 2 A2.2 1'-1 1 4" 36'-0"1'-0" 16'-0"4'-0" 60 ' - 0 " 1 ' - 0 " 8' - 0 " 1 ' - 0 " 4' - 0 " 158" 1 ' - 0 " 8' - 0 " 1 ' - 0 " 8' - 0 " 1 ' - 5 3 8" 6 7 5 A2.3 1 4 ' - 0 " 5' - 0 3 4" 3' - 6 " 3' - 0 7 8" 6' - 7 1 8" 8' - 1 1 5 8" 1 ' - 8 3 8" 5'-1 1 2"4'-0" 4'-0" 4'-1 1 2" 3 A2.2 DASHED STOCKROOM SHELVING STANDARDS ABOVE DOOR TO BE INSTALLED @ 7'-0" A.F.F. TO THE CEILING 3 2 4 1 A2.3 614" 1 8 ' - 0 " 614" 2' - 2 3 4" 5' - 9 1 4" WDS WDS WDS MR3 G.C. IS TO INSTALL FRAMELESS MIRROR ON COLUMN, TRIM TO TRIM. MR3 G.C. IS TO INSTALL FRAMELESS MIRROR ON COLUMN, TRIM TO TRIM. 17'-11 7 8"5'-0"9'-117 8" 37 ' - 6 1 4" 42 ' - 0 1 2" 4'-0" 6'-65 8"4'-0"8'-105 8" 3'-6" 3' - 6 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 5' - 9 3 8" 30"x48" ACCESSIBLE SPACE 1'-31 2" 17'-21 4" 1'-61 2"8'-0" 63 8" 1 ' - 1 1 1 8" 8' - 0 " 1 1 1 8" 7 A2.1 8 A2.2 1x10 FURRING STRIPS CONT. DOWN STANDARDS (TYP.) 3' - 0 " SE E S H E E T A 2 . 3 F O R EL E V A T I O N O F F U R R I N G ST R I P I N S T A L L A T I O N INSTALL CONTRACTOR SUPPLIED #8 X 3/4" HHSMS TOP & BOTTOM UPRIGHT(S) UPRIGHT(S) STOCK ROOM SHELF WHEN INSTALLING STOCK ROOM SHELVES, 10 SPACES MUST BE BETWEEN EACH SHELF AS SHOWN HERE. UPRIGHT FLOOR START AT SLOT CLOSEST TO THE FLOOR. * TABS FACE UP FOR PROPER INSTALLATION OF WOOD SHELVES. * DO NOT BUMP ENDS OF SHELVES. TABS WILL BEND. BENT TABS CAN BE PRYED OUT TO CORRECT. SHELF WITH TAB UPRIGHTS 4'-0"CL CL 4'-0" CL 4'-0"C L 8' - 0 " NOTE: REGULAR DUTY BRACE XB-48 (1) XB-48 8' X-BRACE UPRIGHT SCREW (#8 X 3/4" HHSMS) 1 2 1 2 BOTTOM SHELF GOES IN SLOT JUST ABOVE KICKPLATE UPRIGHT SHELF SHELF UPRIGHT SHELF WARNING: SHELVES MUST NOT BE USED AS A LADDER, WALKWAY, 10 EMPTY SLOTS IN BETWEEN SHELVES2. NOTE: 1.BOTTOM SHELF MUST START AT FIRST SLAT FROM FLOOR 8' - 0 " 2'-0" 8' - 0 " 4'-0"1'-0" 2'-0"4'-0" 8' - 0 " SOLID SIDE PANELS OPEN UPRIGHT ASSEMBLY INSTALL SHELVES PER DETAILS 6,7,8/A2.0 CROSS BRACE (TYP.) SEE THIS SHEET SOLID SIDE PANELS CROSS BRACE (TYP.) SEE THIS SHEET OPEN UPRIGHT ASSEMBLY 5 SHELVES EVENLY INSTALL SHELVES PER DETAIL 6/A2.0 OR STANDING PLATFORM 34 " 34 " 24" 30" CRENDEZA CASH & WRAP 48" 24" 48" 24" 48" 24" 48" 24" 34 " ACCESSIBLE COUNTER SECTION 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S NO . D A T E DE S C R I P T I O N - - - - - - - - - - - - - - - SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 CONTRACTOR IS RESPONSIBLE FOR OBTAINING PAINT SAMPLE BOARD FROM HIBBETTS CONST. DEPARTMENT. FAILURE TO DO SO MAY RESULT IN REPAINTING THAT WILL BE AT THE EXPENSE OF THE CONTRACTOR. SEE T1.0 FOR RESPONSIBILITY SCHEDULE. INTERIOR FINISH SPECIFICATIONS SCALE: 1 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ REAR SALES WALL SCALE: 6 A2.1 SHELF STANDARD INSTALLATION DETAIL 1 1/2" = 1'-0" @ METAL SHELF STANDARD GENERAL NOTE: PAINTING & WALL COVERING A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND OPERATIONS NECESSARY TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: A.1.PRIME ANY UNPRIMED SURFACES TO BE PAINTED UNDER THIS SECTION. A.2.PAINT GYPSUM BOARD THAT WILL BE EXPOSED TO VIEW, EXCEPT WHERE OTHER FINISHES ARE REQUIRED. A.3.PAINT ANY WOOD TRIM THAT WILL BE EXPOSED TO VIEW. A.4.FINISH PAINTING OF SHOP PRIMED FERROUS METALS, SUCH AS HOLLOW METAL DOORS AND FRAMES, DOOR BUTTS AND MISCELLANEOUS FERROUS METALS. A.5.PROVIDE INCIDENTAL PAINTING AND TOUCHING UP AS REQUIRED TO PRODUCE PROPER FINISH FOR ALL PAINTED SURFACES, INCLUDING FACTOR PAINTED ITEMS. B. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, REGARDING APPLICATION OF MATERIAL AND PREPARATION OF SURFACES. C. PUT SUBSTRATE SURFACES IN PROPER CONDITION BY CLEANING, SANDING, AND PUTTYING. PAINTING CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF UNSUITABLE SUBSTRATE, OR ASSUME THE RESPONSIBILITY OF CORRECTING ANY UNSATISFACTORY FINISH RESULTING. DO NOT LEAVE RUNS, DRIPS, ETC. SAND BETWEEN ALL COATS OF PAINT ON WOODWORK. D. PAINTS: COMMERCIAL GRADE, ULTRA SPEC SCUFF-X AS INDICATED ON THE ROOM FINISH SCHEDULE & FINISH SPECS ON THIS SHEET. E. AFTER COMPLETION OF WORK, CONTRACTOR AND TENANT SHALL MAKE A DETAILED INSPECTION OF THE WORK. REFINISH ALL DISFIGURED PORTIONS TO PRODUCE AN ACCEPTABLE FINISH. REMOVE ALL SPATTERING OF PAINT FROM ADJOINING WORK. F. NOTED AS (P1) LIGHT GRAY FINISH COLOR. PRODUCT #HC-169 DESCRIPTION: BENJAMIN MOORE "COVENTRY GRAY" LATEX EGGSHELL FINISH SIZE: 1 GALLON G. NOTED AS (P2) CUSTOM GRAY FINISH COLOR DESCRIPTION: BENJAMIN MOORE "HIBBETT-ALPINE GRAY" BASE 486-3X FORMULA: S1 4x 0.2500 W1 4x 15.0000 Y2 0x 10.50000 R3 0x 6.0000 LATEX SATIN FINISH SIZE: 1 GALLON H. NOTED AS (P3) WHITE FINISH COLOR. PRODUCT #862 DESCRIPTION: BENJAMIN MOORE "CASCADE MOUNTAINS" LATEX SATIN FINISH SIZE: 1 GALLON I. NOTED AS (P4) DARK GRAY FINISH COLOR. PRODUCT #2121-10 DESCRIPTION: BENJAMIN MOORE "GRAY" LATEX SATIN FINISH SIZE: 1 GALLON VERIFY WITH HIBBETT SPORTS PRIOR TO PURCHASE. J. TOUCH UP PAINT REQUIRED TO BE LEFT ON SITE: ONE (1) GALLON OF EACH COLOR USED. JASON STATHERS BENJAMIN MOORE & CO. CELL 205-369-3053 FAX 862-432-4368 INTERIOR AND EXTERIOR TRIM MILLING A. INDUSTRIAL GRADE MEDIUM DENSITY FIBERBOARD (MDF) WITH FORMALDEHYDE FREE BINDER. EXCEED ANSI A208.2-1994. PRODUCT CLASS MD. B. INSTALL INTERIOR TRIM IN ACCORDANCE WITH A.W.I. STANDARDS. G.C. TO ENSURE EACH STANDARD SLOT WILL ALLOW FOR TWO SHELVES TO BE INSERTED SIDE BY SIDE. IMPORTANT NOTE: USE 2'-0" AND 4'-0" SHELVES TO GAUGE DISTANCE OF STANDARDS. ENSURE BOTH CAN FIT PROPERLY. DO NOT USE MEASURING TAPE TO GAUGE DISTANCE BETWEEN STANDARDS. SHELVES MUST FIT & BE LEVEL FROM TOP TO BOTTOM OF STANDARD. PRIOR TO UPRIGHT AND FURRING INSTALLATION SEE SHEET A2.0. ANY DISCREPANCIES CONTACT HIBBETTS CONSTRUCTION DEPARTMENT FAILURE TO DO SO WILL RESULT IN CHANGE ORDER NOT BEING AUTHORIZED. CONTACT PANEL PROCESSING (KAREN MATTHEWS AT 276-251-5300 OR JERRY DENENBERG AT 561-336-3777) FOR WALL PANEL INFORMATION. SEE A3.0 FOR ADDITIONAL INFORMATION. CONTACT CUSTOM RETAIL STORE FIXTURES, LLC (JOHN SMITH) AT 318-861-0108 FOR STANDARDS INFORMATION. SEE A3.0 FOR ADDITIONAL INFORMATION. NOTE:FINISH LEGEND GB1 P1 T2 NO. PAINT FINISHED GYP BD. MDF TRIM MATERIAL "LOCAL" MANUFACTURER 8'-0" x 4'-0" x 5/8" (1/2" AS SPECIFIED) 1 x 4 PRIMED MDF SEE SHEET T1.0 & FINISH SPECIFICATIONS SPECIFICATIONS T4 MDF CORNER TRIM 1 x 1 ONE PIECE MDF CORNER TRIM"LOCAL" "LOCAL" P3 PAINT - RESTROOM(S) T5 MDF CORNER TRIM "LOCAL" XX T3 MDF CORNER TRIM 1 x 2 + 1 x 2 PRIMED MDF CORNER TRIM"LOCAL" "HIBBETT - ALPINE GRAY"BENJAMIN MOOREP2 PAINT P4 PAINT "COVENTRY GRAY" HC-169BENJAMIN MOORE "CASCADE MOUNTAINS" 862BENJAMIN MOORE "GRAY" 2121-10BENJAMIN MOORE PNL1 SOLID PANELING PNL2 SOLID PANELING T6 LATTICE TRIM 1 1/2" X 1/8" LATTICE TRIM"LOCAL" CHARCOAL GREY MELAMINE - 2'-0" (120” x 22-15/16” x 1/2")PANEL PROCESSING CHARCOAL GREY MELAMINE - 4'-0" (120” x 46-15/16” x 1/2")PANEL PROCESSING SCALE: 5 A2.1 CHANNELED TRIM DETAIL 3" = 1'-0" @ METAL SHELF STANDARD 1 x 2 1/2 PRIMED MDF SEE DETAIL B/SHEET A2.3 FOR PANEL INSTALLATION DETAIL A2.1 IN T E R I O R E L E V A T I O N S SCALE: 2 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ STOREFRONT SCALE: 3 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ RIGHT DEMISING WALL SCALE: 4 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ LEFT DEMISING WALL SCALE: 6 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ DISPLAY WALL SCALE: 7 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ DISPLAY WALL SCALE: 5 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ DISPLAY WALL SCALE: 8 A2.1 INTERIOR ELEVATION 1/4" = 1'-0" @ DISPLAY WALL 1 0 ' - 0 " 4" 8" 1 1 ' - 0 " 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 1'-0" 4" 4R 4R 1 1 ' - 0 " EXISTING STOREFRONT ENTRY DOOR 9' - 1 1 " G A T E 1x4 MDF TRIM BOARD, PAINTED P4T2 1x4 MDF TRIM BOARD, PAINTED P4T2 MR4 3R MIRROR 1 0 ' - 0 " 4" 8" 1 1 ' - 0 " 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 1x4 MDF TRIM BOARD, PAINTED P4T2 1x4 MDF TRIM BOARD, PAINTED P4T2 1 0 ' - 0 " 4" 8" 1 1 ' - 0 " 1'-3 1/2" 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 2'-0" 2'-0" PNL1 PNL1 1x4 MDF TRIM BOARD, PAINTED P4T2 1x4 MDF TRIM BOARD, PAINTED P4T2 93'-7" 93'-7" 38'-1 1/4"38'-5 3/4" UPRIGHT SLOTS TO LINE UP MUST BE LEVEL MUST BE LEVEL AREA ABOVE 10'-4" A.F.F. TO BE PAINTED P1 AREA ABOVE 10'-4" A.F.F. TO BE PAINTED P1 AREA ABOVE 10'-4" A.F.F. TO BE PAINTED P1 6R CORRIDOR DOOR STOCK ROOM DOOR STOCK ROOM DOOR FITTING ROOM DOOR 1x4 MDF TRIM BOARD, PAINTED P4T2 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 1'-1 1/4"1'-0"4 1/2"4'-0" 1'-5 3/8" PNL2 PNL2 PNL2 PNL2 PNL2 PNL2 PNL2 PNL2 1'-0" 1'-0" 4" PNL2 PNL2 PNL2 PNL2 1'-0" 4" 4" 4" 4" 4" 4" STANDARDS, SEE DETAIL 6/A2.1 STANDARDS, SEE DETAIL 6/A2.1 STANDARDS, SEE DETAIL 6/A2.1 PAINT STOREFRONT SOFFIT BULKHEAD ABOVE GLASS P1 PAINT STOREFRONT SOFFIT BULKHEAD ABOVE GLASS P1 PAINT STOREFRONT SOFFIT BULKHEAD ABOVE GLASS P1 AREA ABOVE 10'-4" A.F.F. TO BE PAINTED P1 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 2'-0" PNL1 STANDARDS, SEE DETAIL 6/A2.1 PNL2PNL2 STOREFRONT SECURITY GATE 8 1x4 MDF TRIM BOARD, PAINTED P4 T2 STOREFRONT SECURITY GATE 8 STOREFRONT SECURITY GATE 8 STOREFRONT SECURITY GATE (INSIDE STOREFRONT AND COVERS ENTIRE STOREFRONT GLASS AREA AND ALL ENTRY DOOR(S).) STOREFRONT SECURITY GATE (INSIDE STOREFRONT AND COVERS ENTIRE STOREFRONT GLASS AREA AND ALL ENTRY DOOR(S).) 1'-6 1/4" 1'-6 1/4" 1x4 MDF TRIM BOARD, PAINTED P4 T2 1x4 MDF TRIM BOARD, PAINTED P4T2 STANDARDS, SEE DETAIL 6/A2.1 PI V O T P O I N T CORNER TRIM, PAINTED P2T3 CORNER TRIM, PAINTED P2 T3 PI V O T P O I N T PI V O T P O I N T CORNER TRIM, PAINTED P2T3 PAINT STOREFRONT SOFFIT BULKHEAD ABOVE GLASS P1 PNL2 PI V O T P O I N T PNL1 PNL1 PNL1 PNL1 PNL2 PNL21 0 ' - 0 " 4" 8" AREA BETWEEN TRIM TO BE PAINTED P1 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1 1/2" LATTICE TRIM, PAINTED P1T6 10'-10 3/8" 1x4 MDF TRIM BOARD, PAINTED P4T2 P2 T3 MDF CORNER TRIM UP TO 10'-0" A.F.F., PAINTED P2T3 MDF CORNER TRIM UP TO 10'-0" A.F.F., PAINTED 1 1 ' - 0 " 11'-4 5/8" P1 GYPSUM BOARD WALL, PAINTED 2'-0" 2'-0" 2'-0" 2'-0"1'-11 1/4" 11 1/8" P1T4 NEW MDF CORNER TRIM ABOVE 10'-4" A.F.F., PAINTED P1T4 NEW MDF CORNER TRIM ABOVE 10'-4" A.F.F., PAINTED CONTINUOUS 1 1/2" LATTICE TRIM, PAINTED P1T6 1x4 MDF TRIM BOARD, PAINTED P4T2 P1T4 NEW MDF CORNER TRIM TO CEILING, PAINTED 1x4 MDF TRIM BOARD, PAINTED P4 T2 PNL1 PNL1 PNL1 PNL1 PNL2 1 0 ' - 0 " 4" 8" AREA BETWEEN TRIM TO BE PAINTED P1 CONTINUOUS 1x4 MDF TRIM BOARD, PAINTED P4T2 CONTINUOUS 1 1/2" LATTICE TRIM, PAINTED P1T6 10'-1" 1x4 MDF TRIM BOARD, PAINTED P4T2 P2T3 MDF CORNER TRIM UP TO 10'-0" A.F.F., PAINTED P2T3 MDF CORNER TRIM UP TO 10'-0" A.F.F., PAINTED 2'-0" 2'-0" 2'-0" 2'-0"6 3/8" 1'-6 1/2" P1T4 NEW MDF CORNER TRIM ABOVE 10'-4" A.F.F., PAINTED P1T4 NEW MDF CORNER TRIM ABOVE 10'-4" A.F.F., PAINTED PNL2 P1T4 NEW MDF CORNER TRIM TO CEILING, PAINTED 1 1 ' - 0 " 10'-7 1/4" P1 GYPSUM BOARD WALL, PAINTED CONTINUOUS 1 1/2" LATTICE TRIM, PAINTED P1T6 1x4 MDF TRIM BOARD, PAINTED P4T2 T4 NEW MDF CORNER TRIM TO CEILING, PAINTED P1 PANELING PANELING SINGLE LAYER FURRING STRIP(S) SHELF STANDARD 5/8" GYP BD ON MTL STUD WALL FURRING STRIPS G.C. TO CHANNEL OUT TRIM AROUND STANDARD TO FIT FLUSH AGAINST PANELS. METAL SHELF STANDARD 5/8" GYPSUM BOARD GB1 METAL STUDS WALL PANELS 1x4 MDF TRIM BOARD 1x4 MDF TRIM BOARD 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 ROBE HOOK (FITTING ROOM HOOK) TOILET TISSUE HOLDER ACCESSORIES SCHEDULE MIRROR - FIXED TILT FRAME - 24" X 36" DESCRIPTION 3P895 MODEL NO. TOUGH GUY KETCHAM MIRROR - FRAMELESS - 24" X 60" X 1/4"N/A*CUSTOM CUT* GRAB BAR (36")WGB6SS36WINGITS WINGITS GRAINGER APPROVED GRAB BAR (42") 1. ITEMS LISTED WITH GRAINGER NO. OR MODEL NO. MUST BE ORDERED PER INSTRUCTIONS ON SHEET T1.1. SEE T1.0 FOR RESPONSIBILITY. ITEMS LISTED WITH N/A UNDER GRAINGER NO. OR MODEL NO. TO BE PURCHASED LOCALLY. 2. CONTRACTOR SHALL INSTALL BLOCKING IN WALLS AT INDICATED LOCATIONS OF TOILET ACCESSORIES. 3. CONTRACTOR SHALL INSTALL EQUIPMENT PER MANUFACTURES SPECIFICATIONS (CONTRACTOR SHALL INSTALL PER A.D.A MOUNTING HEIGHTS. REFER TO MANUFACTURE SPECIFICATION SHEETS.). 4. ALL TOILET ACCESSORIES ARE TO BE AS SPECIFIED OR APPROVED EQUAL. VERIFY ALL ACCESSORIES WITH HIBBETT CONSTRUCTION DEPARTMENT PRIOR TO PURCHASE AND INSTALLATION. REMARKS APPLY CLEAR SILICONE CAULK AROUND PERIMETER NOTE: GEORGE PACIFIC PAPER TOWEL HOLDER 1ECN4 MIRROR - FRAMELESS - 24" X 60" X 1/4" INSTALL PER SHEET A2.2 DETAILS N/A*CUSTOM CUT* INSTALL PER SHEET A2.1 & A2.2 DETAILS INSTALL PER SHEET A2.2 DETAILS 52720 INSTALL PER CODE REQUIREMENT INSTALL PER CODE REQUIREMENT FTM-2436 SURFACE MOUNTED SURFACE MOUNTED WALL DOOR STOP - STAINLESSROCKWOOD 406.32D INSTALL PER SHEET A2.0 & A2.1 DETAILS QTY MRK 2 2 1 1 2 2 2 2 5 ACCESSORIES SPECIFICATIONS 1. TOILET ROOM ACCESSORIES (SEE ACCESSORIES SCHEDULE ON SHEET A2.2): TOILET PAPER HOLDER SUITABLE FOR SINGLE ROLL, 24X36 MIRROR - CLEAR SILICONE AROUND PERIMETER, GRAB BAR'S (AS REQUIRED PER CODE), PAPER TOWEL HOLDER SUITABLE FOR SINGLE ROLLS, ADA HANDICAP REST ROOM SIGNAGE. 2. FITTING ROOM ACCESSORIES (SEE ACCESSORIES SCHEDULE ON SHEET A2.2): FITTING ROOM HOOKS, 24 x 60 X 1/4" MIRROR SHALL BE LOCATED ON INSIDE WALL OF THE FITTING ROOM (SEE ELEVATIONS ON SHEET A2.2), CONTRACTOR TO SEAL AROUND PERIMETER OF FITTING ROOM MIRROR WITH CLEAR SILICONE, 24 X 60 X 1/4" PI GLASS MIRROR SHALL BE LOCATED ON OUTSIDE OF FITTING ROOM DOOR. ALL MIRRORS WITH BOTTOM CHANNEL AND MASTIC. MOUNT WALL MIRROR AT 12" A.F.F. MOUNT FITTING ROOM DOOR MIRROR CENTERED ON DOOR LEFT TO RIGHT AT 10" A.F.F. MIRROR - FRAMELESS - CUSTOM N/A*CUSTOM CUT* 2 INSTALL PER SHEET A2.0 & A2.1 DETAILS WINGITS VERTICAL GRAB BAR (18")2 INSTALL PER CODE REQUIREMENT SCALE: 7 A2.2 FITTING ROOM WALL ELEVATIONS 1/4" = 1'-0"SCALE: 8 A2.2 FITTING ROOM HOOK DETAIL 1/4" = 1'-0"SCALE: 9 A2.2 FITTING ROOM BENCH DETAIL 1-1/2" = 1'-0" SCALE: 4 A2.2 TOILET ROOM INTERIOR ELEVATION 1/4" = 1'-0" TP MR1 MR2 MR3 MR4 GB1 GB2 GB3 PTH FRH WDS SCALE: 5 A2.2 GRAB BAR DETAIL 3" = 1'-0" FLOOR DOOR STOP - SATIN CHROME 443.26D INSTALL PER SHEET A2.0 DETAILS--FDS SCALE: 6 A2.2 TRIM SCHEDULE 3" = 1'-0" WALL MOUNTED FOAM SOAP DISPENSER PROLINE CURVEDEB SBS HIBBETT PROVIDED--FSD 1. ITEMS LISTED ON THIS PAGE ARE TO BE INSTALLED WITH DOORS, FRAMES, AND HARDWARE AS NOTED. SEE T1.0 FOR RESPONSIBILITY SCHEDULE. 2. SEE SHEET T1.1 FOR SPECIFICATIONS, GENERAL NOTES, AND ORDERING INSTRUCTIONS. ACCESSORIES NOTES GRAINGER NO. 3P895 N/A 19UC68 6RGG7 6RGG8 6RGG5 12V373 1ECN4 3HHX1 3EHF1 N/A N/A N/A WGB6SS42 WGB6SS18 ROCKWOOD MANUFACTURER PLY PLYWD SHEATHING 4'-0" x 8'-0" x 3/4" FRT PLYWOOD"LOCAL" FRP FRP PANELING TO 48" AFF ON ALL TOILET ROOM WALLS, COLOR "WHITE"SCALE: 2 A2.2 TYPICAL COLUMN ELEVATION 3/4" = 1'-0" P2 FINISH LEGEND GB1 P1 T2 NO. PAINT FINISHED GYP BD. MDF TRIM MATERIAL "LOCAL" MANUFACTURER 8'-0" x 4'-0" x 5/8" (1/2" AS SPECIFIED) 1 x 4 PRIMED MDF SEE SHEET T1.0 & FINISH SPECIFICATIONS SPECIFICATIONS T4 MDF CORNER TRIM 1 x 1 ONE PIECE MDF CORNER TRIM"LOCAL" "LOCAL" P3 PAINT T5 MDF TRIM "LOCAL" XX T3 MDF CORNER TRIM 1 x 2 + 1 x 2 PRIMED MDF CORNER TRIM"LOCAL" "COVENTRY GRAY" HC-169BENJAMIN MOORE T6 LATTICE TRIM "LOCAL"1 1/2" LATTICE TRIM B1 F1 COVE BASE BLACKJOHNSONITE "HIBBETT - ALPINE GRAY"BENJAMIN MOOREPAINT "CASCADE MOUNTAINS" 862BENJAMIN MOORE P4 PAINT "GRAY" 2121-10BENJAMIN MOORE PNL1 SOLID PANELING PNL2 SOLID PANELING F2 LVT FLOORING CHARCOAL GREY MELAMINE - 2'-0" (120” x 22-15/16” x 1/2")PANEL PROCESSING CHARCOAL GREY MELAMINE - 4'-0" (120” x 46-15/16” x 1/2")PANEL PROCESSING INTERFACE STYLE: 138570250H COLOR: 101832 BLACKCARPET TILES SCALE: 3 A2.2 TOILET ROOM ELEVATION 1/4" = 1'-0" "LOCAL" STYLE: LEVEL SET COLOR: A00101 JET MISTINTERFACE 1 x 2 1/2 PRIMED MDF A2.2 IN T E R I O R D E T A I L S & S P E C I F I C A T I O N S SCALE: 1 A2.2 ENLARGED TOILET ROOM PLAN 1/2" = 1'-0" BABY CHANGING TABLE KB200-01 HORIZONTAL SURFACE MOUNTED. ADA COMPLIANT2BCS-KOALA KARE MR2 A B C D 2'-0" 12 " FRH FRH 2'-6" 2'-0" GB1 P1 GB1 P1 GB1 P1 GB1 P1 48 " M A X . H T . HOOKS 54 " M A X . H T . 12 ' - 0 " B1 B1B1 WDS DOOR STOP TO MATCH HEIGHT OF DOOR HANDLE CLEAR SILICONE CAULKING AROUND MIRROR 24" x 60" MIRROR CLEAR SILICONE CAULKING AROUND COVE BASE BENCH SEE DTL 9/A2.2 B1 2'-1" FIN. 4'-0" FINISHED MOTION SENSOR FASTEN PAPER TOWEL & TOILET TISSUE HOLDERS TO FR. WOOD BLOCKING W/ (2) 1-1/2" SCREWS AT ENDS AND CENTER SUPPORT TO SUPPORT 50lbs. LOAD. NOTE: ALL WALLS IN TOILET ROOM TO BE PAINTED SEMI-GLOSS: "P3-CASCADE MOUNTAINS". FASTEN WALL-MOUNTED SOAP DISPENSER TO GYP BD W/ 2 TOGGLER BRAND SELF-DRILLING DRYWALL ANCHORS AND 2 #8 x 1 1/2" SHEET METAL SCREWS MR1 17" 18" FSDGB1GB3 GB2 TP 8' - 0 " P3 FRP B1 HIBBETT G.C. TO INSTALL CLEAR CAULK AROUND MIRROR, AT THE TOPS AND CORNERS OF FRP, AND THE TOP OF RUBBER BASE 8'-0" 4' - 0 " AL L W A L L S 54 " A . F . F . M A X H E I G H T 3 1/8" 3" FRH FASTEN HOOKS TO FITTING ROOM WALL W/ (2) 1-1/2" SCREWS AT ENDS & CENTER SUPPORT TO SUPPORT 50LB LOAD FASTEN HOOKS, 2 TYP. SEE ACCESSORY SCEDULE 1' - 2 1 2" 112" 312" BASE B1 FINISH FLOOR F2 POWDER COATED BENCH CUSHION BLACK VINYL, GLOSS BLACK 1' - 6 " 4'-0" 1-1/2"1-1/2" 36 " A . F . F . NOTE: GRAB BAR MUST NOT ROTATE IN SLEEVE SATIN FINISH ALUMN. GRAB BAR FASTEN BAR TO FR. WOOD BLOCKING W/(2) 1-1/2" SCREWS AT ENDS AND CENTER SUPPORT TO SUPPORT 250lbs. LOAD T2 T4 1x4 PRIMED MDF 1x1 PRIMED MDF OUTSIDE CORNER TRIM T3 SALES AREA 1x2 PRIMED MDF FACE W/ 1x2 PRIMED MDF TRIM . 11 2" 112" 31 2"1" 1" T6 1 1/2" LATTICE TRIM 11 2" PAINT TRIM COLOR AS INDICATED ON SHEET A2.1 & A2.2 T5 1x2 1/2" PRIMED MDF 2" 6' - 8 " 8' - 0 " CEILING NEW TOILET ROOM SIGNAGE. SEE DOOR SIGNAGE DETAILS & ELEVATIONS ON LS1.0 PUSH PUSH PUSH PUSH NEW ACCESSIBLE DRINKING FOUNTAIN. SEE P1.0 FOR SCHEDULES & DETAILS. GRAB BAR GRAB BAR T2 T4 1" MDF CORNER TRIM 1x4 MDF TRIM P2 P2 P2 COLUMN WRAPPED W/ MTL STUDS & GYP BD, PAINTED VARIES 1x4 MDF TRIM T2 P2 FINISHED FLOOR FINISHED CEILING 10 ' - 4 " A . F . F . 4" 4" VA R I E S - S E E A 4 . 0 F O R C E I L I N G H E I G H T REMAINING GYPSUM BOARD, PAINTED UP TO CEILING P1 TOILET ROOM SIGN TOILET ROOM SIGN 4A2.2 4 A2.2 CL 3 A2.2 1' - 5 " 8' - 0 " 7'-0" 7'-0"8" CL 1' - 6 " 4 7 / 8 " 1' - 5 " CL FDFD CL 1' - 6 " OPP. HAND GB1 GB3 GB2 GB1 GB2 GB3 BCSBCS PTH PTH FSD FSD MR1 MR1 NEW HI-LO DRINKING FOUNTAIN 2130 E 17th St - 10111279406/07/23 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2022 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 21 www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® ICC-ES Evaluation Report Reissued December 2022 ESR-1308 This report is subject to renewal December 2023. DIVISION: 09 00 00—FINISHES Section: 09 22 26—Suspension Systems Section: 09 53 00—Acoustical Ceiling Suspension Assemblies REPORT HOLDER: WORTHINGTON ARMSTRONG VENTURE (WAVE) EVALUATION SUBJECT: FIRE- AND NONFIRE-RESISTANCE-RATED SUSPENDED CEILING FRAMING SYSTEMS ADDITIONAL LISTEE: ARMSTRONG WORLD INDUSTRIES, INC. 1.0 EVALUATION SCOPE Compliance with the following codes:  2021, 2018, 2015, 2012, and 2009 International Building Code ® (IBC)  2013 Abu Dhabi International Building Code (ADIBC)† †The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. For evaluation for compliance with codes adopted by Los Angeles Department of Building and Safety (LADBS), see ESR-1308 LABC Supplement. For evaluation for compliance with codes adopted by California Office of Statewide Health Planning and Development (OSHPD) and Division of the State Architect (DSA), see ESR-1308 CBC Supplement. Properties evaluated:  Interior finish  Fire resistance  Structural 2.0 USES The Worthington Armstrong Venture (WAVE) ceiling framing systems described in this report are suspended, exposed framing systems of ceiling assemblies used in fire-resistance-rated and nonfire-resistance-rated construction for interior applications. 3.0 DESCRIPTION 3.1 Grid Components: 3.1.1 Main Runners, Nonfire-resistance-rated: Main runners for use in nonfire-resistance-rated ceiling assemblies include the 6100, AL7200, SS7200, 7300, 7302, 7305, 7500, 7502, 6500B, EA7900, 7600, and 76008 7602, 76028, 7603, 76038, 76068, 7607, series. All members are classified as intermediate-duty in accordance with ASTM C635, except the following, which are classified as heavy- duty: 6501, ES7901, EA7903, 6101, 6121A, 6127A, 6132, 6195A, 7301, 7306, 7307, 7501, 7504, 7507, 7508, 7509, 7601, 7604, 7605, 7612, 76128, 76018, 76048 and 76058. Profiles of runners are shown in Figure 1. The 7300 and 7500 runners are cold-formed from ASTM A568 steel. The runners have a hot-dipped galvanized coating and a factory-installed polyester-painted steel cap or aluminum cap along the entire length of the bottom flange. The 6100, 6101, 6500B, 6501, ES7901,7600, and 7601 series have a painted coating in addition to the hot- dipped galvanized coating, and have no cap. The AL 7200, EA7900 and EA7903 runners are cold-formed from 3003- H14 aluminum and have a baked polyester paint coating. The 6500B, 6501 and ES7901, EA7900 and EA7903 runners have a polyurethane-filled upper bulb in addition to a polyurethane-coated lower flange. The ES7901C runners are cold-formed from ASTM A568 steel; have a painted coating in addition to the hot-dipped galvanized coating; a factory-installed polyester-painted steel cap ; and include an integral extruded PVC gasket. The ES7901C main runners are classified as heavy-duty in accordance with ASTM C635 and shall be used in conjunction with ES7920C and ES7940C cross runners listed in Table 3 of this report. The EA7900C runners are cold-formed from 3105-H24 aluminum and have a baked polyester paint coating and include an integral extruded PVC gasket. The EA7900C main runners are classified as intermediate-duty in accordance with ASTM C635 and shall be used in conjunction with EA7920C and EA7940C cross runners listed in Table 3 of this report. The SS 7200 runners are cold-formed from 300 series stainless steel complying with ASTM A480. Table 2 specifies dimensions, lengths, and allowable transverse loads. 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 2 of 21 3.1.2 EAC Main Runners, Low Voltage, Nonfire- resistance-rated: Main runners for use with low voltage powered lighting systems include the following: EAC Prelude Main Runners: DC730112, DC730110, DC730108, and DC730106; non-powered 730106; EAC Suprafine Main Runners: DC750112, DC750110, DC750108, and DC750106; the non-powered 750106; EAC Silhouette Main Runners: DC760112, DC760110, DC760108, and DC760106; and the non-powered 760106. The EAC Prelude, EAC Silhouette, and EAC Suprafine are classified as heavy-duty in accordance with ASTM C635. See Table 2 for the listed runners, and Figure 1 for a profile of these runners. The EAC main runners are cold-formed from ASTM A568 steel. The runners have a hot-dipped galvanized coating and a factory-installed, polyester-painted steel cap along the entire length of the bottom flange. The EAC Silhouette series has a painted coating in addition to the hot-dipped galvanized coating and have no cap on the bottom flange. The EAC Prelude, EAC Silhouette, and EAC Suprafine main runners have a snap-on upper polymerprofile that supports two tin-plated copper conducted strips that serve to carry the low voltage current. The EAC Silhouette main runners also have a lower conductive snap-on polymer conductive strip in the lower box profile in addition to the upper conductive snap-on polymer profile. The snap-on polymer has a flame-spread index of 25 or less and a smoke-developed index of 50 or less, when tested in accordance with ASTM E84. The EAC main runners are used in conjunction with the XL 7300 (Prelude), XL 7500 (Suprafine) and XL 7600 (Silhouette) cross runners listed in Table 3 of this report. 3.1.3 Main Runners, Gravity Loaded, and Nonfire- resistance-rated: Main runners for use to support gravity loads only in non-fire-resistance-rated ceiling assemblies include 730145 series. The suspended ceiling framing system must be installed in accordance with the IBC Section 808 for ceiling systems up to 4 psf (19.5 kg/m2) of uniform gravity load. The 730145 main runners are cold-formed from ASTM A568 steel. The runners have a hot-dipped galvanized coating and a factory-installed, polyester- painted steel cap along the entire length of the bottom flange. The 730145 main runners are used in conjunction with XL7325 and XL 7345 cross runners listed in Table 3 of this report. Profiles of the runners are shown in Figure 1. 3.1.4 Cross Runners, Nonfire-resistance-rated: Cross runners for use in nonfire-resistance-rated ceiling assemblies are the XL6100 series (Interlude), XL6500 series (Sonata), XL7100 series (Prelude), XLAL7200 series (Aluminum Prelude), XLSS7200 series (Stainless Prelude), XL7300 series (Prelude), XL7500 series (Suprafine), XL7600 series (Silhouette), XL76008 series (Silhouette), EA7900 series (Aluminum 15/16 inch Clean Room), EA7903 series (Aluminum 11/2 inch Clean Room), and ES7900 series (Steel 15/16 inch Clean Room). The XL 6100 series, XL6500 series, XL7100 series, XL7300 series, XL7500 series, XL7600 series and XL76008 series ES7900 series cross runners are cold-formed from ASTM A568 steel. The cross runners have a hot-dipped galvanized coating and a factory-installed polyester-painted steel cap or aluminum cap along the entire length of the bottom flange. The XL 6100 XL6500, ES7900 and XL7600 and XL 76008 series have a baked polyester painted coating in addition to the hot-dipped galvanized coating, and have no capping on the lower flange. The XLAL 7200, EA7900 and EA7903 series runners are cold-formed from 3003-H14 aluminum and have a baked polyester painted coating. The XL6500 series, ES7900 series, EA7900 series and EA7903 series runners have a polyurethane-filled upper bulb in addition to a polyurethane-coated lower flange. The XLSS 7200 runners are cold-formed from 300 series stainless steel complying with ASTM A480. Table 3 specifies dimensions, lengths, and allowable transverse loads. 3.1.5 Main Runners, Fire-resistance-rated: Main runners for use in fire-resistance-rated ceiling assemblies are the HD 8201, 8300, 8301, 8500 and 8501 runners listed in Table 2. The 8300 and 8500 runners are classified structurally as intermediate-duty in accordance with ASTM C635; Models 8301, 8501, and HD 8201 main runners are classified as heavy-duty. Profiles of runners are shown in Figure 1. All members have an inverted T-shape. Members are cold-formed from ASTM A568 steel with a hot-dipped galvanized coating. Models 8300, HD 8201 and 8301 have a factory-installed steel cap along the entire length of the bottom flange. The HD 8201 member has a hot-dipped galvanized coating and a bottom flange cap made from either 3003-H16 or 3105- H16 aluminum. Table 2 specifies dimensions, lengths and allowable transverse loads. 3.1.6 Cross Runners, Fire-resistance-rated: Cross runners for use in fire-resistance-rated ceiling assemblies are the XL 8200 series (Prelude Plus Fire Guard), XL8300 series (Prelude Fire Guard), and XL 8500 (Prelude Suprafine Fire Guard) series runners listed in Table 3. Profiles of runners are shown in Figure 1. Members are cold-formed from ASTM A568 steel with a hot-dipped galvanized coating. The XL 8300 and XL 8500 series have a factory-installed steel cap along the entire length of the bottom flange. The XL 8200 series members have a hot-dipped galvanized coating and a bottom flange cap made from either 3003-H16 or 3105-H-16 aluminum. Table 3 specifies dimensions, lengths and allowable transverse loads. 3.1.7 Cross Runners, Gravity Loaded, and Nonfire- resistance-rated: Cross runners for use to support gravity loads only and in non-fire-resistance rated ceiling assemblies are the XL 7325 and XL 7345 series runners listed in Table 3. The suspended ceiling framing system must be installed in accordance with the 2015, 2012, and 2009 IBC Section 808 for ceiling systems up to 4 psf (19.5 kg/m2) of uniform gravity load. Profiles of the runners are shown in Figure 1. Members are cold-formed from ASTM A568 steel with a hot-dipped galvanized coating and a factory-installed, polyester-painted steel cap along the entire length of the bottom flange. Table 3 specifies dimensions, lengths, and allowable transverse loads. 3.1.8 Materials: Steel runners are cold formed from ASTM A653 CS Type B steel and have a hot-dipped galvanized minimum protective zinc coating of G30, G60, or G90. The steel runners have a carbon steel composition that conforms to ASTM A568 and a zinc protective coating that conforms to ASTM A653. Aluminum runners are cold-formed from 3003-H14 and 3105-H24 aluminum, and the stainless steel runners are cold formed from 300 series stainless steel. 3.2 Hanger Wire: Hanger wire for suspended ceilings, framing members, and any fixtures must comply with Section 13.5.6 of ASCE 7 and IBC Section 2506.2.1. 3.3 BERC Clip: The BERC (Beam End Retaining Clip) System is illustrated in Figure 3. The BERC clip is used to connect main and 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 3 of 21 cross runners to wall molding at the ceiling perimeter. The clip is similar to the BERC-2 clip, described below, except the horizontal leg of the BERC clip is shorter than that of the BERC-2. 3.4 BERC-2 and AL BERC-2 Clips: The BERC-2 and AL BERC-2 clips are illustrated in Figure 2. The clips are used to connect main and cross runners to wall molding at the ceiling perimeter. The BERC-2 clip is manufactured from 0.034-inch-thick (0.864 mm), hot-dipped galvanized, cold-rolled steel complying with ASTM A568. The AL BERC-2 clip is fabricated from 0.034-inch-thick (0.864 mm) 3003-H16 or 3105 H16 Aluminum. 3.5 STAC and XTAC Clip: The Single Tee Adapter Clip (STAC) is illustrated in Figure 4. The STAC clip is used to connect cross runners to main runners in off-module and staggered grid installations. The cross runners must have a minimum steel substrate thickness of 0.015-inch. The connection capacity between main runner and cross runner exceed 180 lbf (81.5 kg). The STAC clip is manufacturered from 0.046-inch thick (1.17 mm), hot-dipped galvanized, cold-rolled steel compling with ASTM A568. The Cross Tee Adapter Clip (XTAC) is illustrated in Figure 2. The XTAC clip is used to connect cross runners to main runners in off-module and staggered grid installations. The cross runners must have a minimum steel substrate thickness of 0.015-inch. The connection capacity between main runner and cross runner exceeds 180 lbf (81.5 kg). The XTAC clip is manufacturered from 0.050-inch thick(1.27 mm), hot-dipped galvanized, cold-rolled steel complying with ASTM A568. 3.6 Accessories: Each framing system has accessory items that include support angles and corner caps. Steel for accessory items is manufactured from hot-dipped galvanized, cold-rolled steel complying with ASTM A568 and ASTM A653. 3.6.1 TechZone Yoke (TZYK): The TechZone Yoke (TZYK) is illustrated in Figure 5. The TZYK is used in ceiling framing systems with continuous lighting and diffuser configurations; each yoke assembly requires 2 single yokes and when assembled create either 4-inch (101.6 mm), 6-inch (152.4 mm), or 8-inch (203.2 mm) widths. The TZYK is manufactured from 0.050-inch thick (1.27 mm) hot-dipped galvanized, extruded steel complying with ASTM A653. 4.0 DESIGN AND INSTALLATION 4.1 General: The suspended ceiling framing system must be installed in accordance with this report and the manufacturer’s published installation instructions. The suspended ceiling framing system must be installed in accordance with IBC Sections 808, 1613 and 2506.2.1 for ceiling systems up to 4 psf (19.5 kg/m2). 4.2 Main Runners: Main runners must be installed and leveled to within 1/4 inch in 10 feet (6.4 mm in 3048 mm), with the supporting wire taut. Vertical support hanger wire must be installed within 3 inches (51 mm) of the main runner fire expansion relief. The design loads for main runners must be less than or equal to the capacities allowed in Table 2 of this report. Supports for the main runners that consist of vertical hangers, perimeter hangers, and lateral force bracing must be installed in accordance with the applicable code. 4.3 Cross Runners: Main runners, or other cross runners, must support cross runners to within 1/32 inch (0.80 mm) of the required center- to-center spacing. This tolerance must be noncumulative beyond 12 feet (3658 mm). Intersecting runners must be installed to form a right angle to the supporting members. The maximum design load capacities for cross runners must be less than or equal to the capacities allowed in Table 3 of this report. 4.4 Seismic Design: 4.4.1 Seismic Design Requirements: Seismic design and installation details of the ceiling systems, excluding 730145 main runner, and XL7325 and XL7345 cross runners, must be in accordance with Section 13.5.6 of ASCE 7-16 for the 2021 and 2018 IBC [ASCE 7-10 for the 2015 and 2012 IBC and ASCE 7-05 for the 2009 IBC]; as referenced in IBC Section 1613, except as noted in Section 4.4.2 of this report. Systems classified as intermediate-duty are limited to use in Seismic Design Categories A, B and C. 4.4.2 Ceiling Framing Systems with BERC, BERC- 2,and AL BERC-2 Clips: 4.4.2.1 Alternate Installation with BERC-2 and AL BERC-2 Clips, for Seismic Design Categories D, E and F: Under this installation, the main runner must be rated heavy-duty and have a minimum simple span allowable uniform load of 16.35 pounds per lineal foot (238 N/m); with a maximum ceiling weight permitted for systems with BERC-2 or XTAC clips at 4 pounds per square foot (19.5 kg/m2); with a maximum celling weight permitted for systems with AL BERC-2 clip at 2 pounds per square foot (9.75 kg/m2). With this installation under Section 4.4.2.1, the main and cross runners must be as described in Table 2 and 3 of this report. The BERC-2, XTAC, and AL BERC-2 clips are used to secure the main runners and cross runners to the wall molding, as detailed below and shown in Figure 2. A nominally 7/8-inch (22 mm) wall molding is used in lieu of the 2-inch (51 mm) perimeter supporting closure angle required by Section 5.2.2 of ASTM E580 and Section 13.5.6.2.2 of ASCE 7-16 for the 2021 and 2018 IBC [ASCE 7-10 for the 2015 and 2012 IBC and Section 13.5.6.2.2 (b) of ASCE 7-05 for the 2009 IBC] for Seismic Design Categories D, E and F. The ceiling system must be as prescribed by the applicable code except for the use of the BERC-2, XTAC, and AL BERC-2 clips and the 7/8-inch (22 mm) wall molding and elimination of spreader bars. The BERC-2 and AL BERC-2 clips are attached to the wall molding by sliding the locking lances over the hem of the vertical leg of the wall molding(see Figure 2). Under the 2021 and 2018 IBC, as required by Section 13.5.6.2.2 of ASCE 7-16, either BERC-2 or AL BERC-2 clips must be screwed to the wall molding with a total of two (2) screws (see Figure 2), and the wall molding must be positively attached to the wall studs or other supporting structure. BERC-2,and AL BERC-2 clips installed on the two adjacent walls where the runners must be fixed (attached wall), are attached to the runner by a No. 7 by 7/16-inch long (minimum) self-piercing sheet metal screw through the fixed hole in the clip and the top flange bulb of the runner. XTAC clips installed on the two adjacent walls where the runners must be fixed (attached wall), are attached to wall molding by two No. 7 x 7/16-inch long (minimum) self-piercing sheet metal screws through the vertical leg of the wall molding and to runners by two No. 7 x 7/16-inch long (minimum) self- piercing sheet metal screws through the web of the runner. BERC-2, or AL BERC-2 clips installed on opposite walls where the runners must not be fixed to the clips (unattached 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 4 of 21 walls), the clips must not be mechanically connected to the runner by any fastener and must allow the terminal runner end to move3/4 inch (19.1 mm) towards and away from the wall, and installation of a No. 7 by 7/16-inch long (minimum) self-piercing sheet metal screw through the horizontal slotted hole is optional, as shown in Figure 2. BERC-2,AL BERC-2, or XTAC clips installed in this manner are an acceptable means of preventing runners from spreading in lieu of spacer bars (stabilizer bars) required in Section 5 of ASTM E580 for the 2021, 2018, 2015 and 2012 IBC (CISCA 3-4 for the 2009 IBC). ASTM E580 is referenced in ASCE 7, which is referenced in the 2021, 2018, 2015 and 2012 IBC Section 1613 (CISCA 3-4 is referenced in ASCE 7-05, Section 13.5.6.2.2, which is referenced in 2009 IBC Section 1613). The assemblies described in in this Section 4.4.2.1 are equivalent to that required by CISCA 3-4 and Section 5 of ASTM E580. See Figure 2. A single 1/8-inch-diameter (3.175 mm) steel pop rivet complying with Industrial Fastener Institute Standard IFI-114 may be used in lieu of BERC-2, XTAC, and AL BERC-2 perimeter clips to secure the main runners and cross runners to the wall molding on two adjacent walls (attached walls). The center of the rivet must be 0.25 inch (6.35 mm) from the edge of the wall angle. See Figure 2. 4.4.2.2 Alternate Installation with BERC-2 and TechZone Yoke (TZYK) for Seismic Design Categories D, E and F: Under this installation, the 7501 main runner must be used, with a maximum ceiling weight permitted for systems with BERC-2 clips at 3.35 pounds per square foot (16.4 kg/m2), The BERC-2 clips are used to secure the main runners and cross runners to the wall molding, as detailed below and shown in Figure 2. A nominally 7/8-inch (22 mm) wall molding is used in lieu of the 2-inch (51 mm) perimeter supporting closure angle required by Section 5.2.2 of ASTM E580 and Section 13.5.6.2.2 of ASCE 7-16 for the 2021 and 2018 IBC [ASCE 7-10 for the 2015 and 2012 IBC and Section 13.5.6.2.2 (b) of ASCE 7-05 for the 2009 IBC] for Seismic Design Categories D, E and F. The ceiling system must be as prescribed by the applicable code except for the use of the BERC-2 clips and the 7/8-inch (22 mm) wall molding and elimination of spreader bars. The BERC-2 clips are attached to the wall molding as specified in section 4.4.2.1 of this report. Each TZTK yoke assembly must be suspended from structure with a vertical 12 gauge steel wire through the center hole of the top of the yoke assembly. Alternatively, the yoke assembly can be suspended from two hanger wires secured through the holes at the corners of the yoke assembly. The yoke assembly must be attached to the main runners and to the cross tees using a single 1/8-inch- diameter (3.175 mm) steel pop rivet complying with Industrial Fastener Institute Standard IFI-114 at 24 inches (609.6 mm) from the perpendicular end of the main runner and spaced at every 48 inches (1219.2 mm) on center. All lighting fixtures must be installed in accordance with Section 5.3 of ASTM E580. In lieu of splay wire bracing in accordance with Section 5.2.8 of ASTM E580, rigid bracing members composed of 2½-inch (63.5 mm) wide by 25 gage steel studs must be attached to the web of the main runner using self-tapping screws. The two rigid bracing members splayed 90 degrees from each other at an angle of 45 degrees from the plan of the ceiling. The location and spacing of the rigid bracing members must comply with Section 5.2.8 of ASTM E580. In addition to the rigid bracing members, a compression post composed of a 2 ½-inch (63.5 mm) wide 25 gage steel stud connected to the main runner. The length of the bracing members must be designed by a registered design professional. 4.4.2.3 Alternate Installation with BERC, BERC-2and AL BERC-2 Clips, for Seismic Design Category C: Terminal ends of the runners are secured by attaching either the BERC, BERC-2, XTAC or AL BERC-2 clip to the wall molding and attaching the runners to the clip. The runners have zero clearance at the perimeter on two adjacent walls (attached walls) and 3/8-inch (9.5 mm) clearance on the opposite walls (unattached walls), as detailed in this section and shown in Figures 2 & 3. The BERC or BERC-2 clip is attached to the wall molding by sliding the locking lances over the hem of the vertical leg of the wall molding; the AL BERC-2 clip also requires an additional No. 7 by 7/16-inch long (minimum) self-piercing sheet metal screw through the clip and into the wall molding. When the runners must be fixed (attached walls) at two adjacent walls, attach a No.7 by 7/16-inch long self-piercing screw through the fixed hole of a BERC-2 or AL BERC-2 clip and the top flange bulb of the runner, or through the fixed hole of a BERC clip and into the web of the runner. XTAC clips may be used in lieu of BERC, BERC-2 or AL BERC-2 perimeter clips to secure the main runners and cross runners to the wall molding on two adjacent walls (attached walls). XTAC clips are attached by two No. 7 x 7/16-inch long (minimum) self-piercing sheet metal screws through the vertical leg of the wall molding and to runners by two No. 7 x 7/16-inch long (minimum) self- piercing sheet metal screws through the web of the runner. BERC-2, AL BERC-2, or BERC clips installed on opposite walls where the runners must not be fixed to the clips (unattached walls), the clips must not be mechanically connected to the runner by any fastener and must allow the terminal runner end to move 3/8-inch (9.5 mm) towards and away from the wall, and installation of a No. 7 by 7/16-inch long (minimum) self-piercing sheet metal screw through the horizontal slotted hole is optional, as shown in Figure 2. BERC or BERC-2 or XTAC or AL BERC-2 clips installed in this manner are an acceptable means of preventing runners from spreading, in lieu of spacer bars (stabilizer bars) required in Section 4 of ASTM E580, which is referenced in Section 13.5.6.2.1 of ASCE 7-16 under the 2021 and 2018 IBC Section 1613 [ASCE 7-10 under the 2015 and 2012 IBC Section 1613; and Section 13.5.6.2.1 and CISCA 0-2 as referenced in ASCE 7-05 under the 2009 IBC Section 1613]. Except for the use of the BERC or BERC-2 or XTAC or AL BERC-2 clip as noted above, installation of the ceiling system must be as prescribed by the applicable code. The maximum ceiling weight permitted is 2.5 pounds per square foot (12.2 kg/m2) for ceiling systems using BERC or BERC-2 or XTAC clips and 2 psf (9.75 kg/m2) for ceiling systems using the AL BERC-2 clip. With this installation, the main and cross runners must be as described in Tables 2 and 3 of this report, except for CleanRoom AL series (EA7900C, EA7920C, and EA7940C) and CleanRoom Steel series (ES7901C, ES7920C and ES7940C). The assemblies described in this Section 4.4.2.3 are equivalent to that required by Section 4 of ASTM E580, which is referenced in Section 13.5.6.2.1 of ASCE 7-16 under 2021 and 2018 IBC Section 1613 [ASCE 7-10 under the 2015 and 2012 IBC Section 1613; and Section 13.5.6.2.1 and CISCA 0-2, as referenced in ASCE 7-05 under the 2009 IBC Section 1613] A single 1/8-inch-diameter (3.175 mm) steel pop rivet complying with Industrial Fastener Institute Standard IFI-114 may be used in lieu of BERC-2, XTAC, AL BERC-2, and BERC perimeter clips to secure the main runners and cross runners to the wall 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 5 of 21 molding on two adjacent walls (attached walls). The center of the rivet must be 0.25 inch (6.35 mm) from the edge of the wall angle. See Figures 2 and 3. 4.5 Lighting Fixtures: Lighting fixtures must be installed in accordance with Section 13.5.6 of ASCE 7-16 and ASCE 7-10. Lighting fixtures may also be attached to the grid with clips complying with the ICC-ES Acceptance Criteria for Attachment Devices for Recessed Lighting Fixtures (Luminaires) in Suspended Ceiling Systems (AC184). The lighting fixtures may also be attached to the framing members with sheet metal screws having a minimum allowable shear strength of 314 lbf (1395 N) and minimum allowable tension strength of 137 lbf (609.6 N) for a No. 20/20 gage metal-to-metal connection. 4.6 Partitions: Partitions must be laterally supported as required by Section 13.5.8 of ASCE 7, as referenced by the applicable IBC Section 1613. 4.7 Two-hour Fire-resistance-rated Floor-ceiling Assembly: The floor-ceiling assembly described in Section 4.7 has a two-hour fire-resistance rating (refer to Figure 7 for details): 4.7.1 Structural Beams: The structural floor beams supporting the floor-ceiling assembly are minimum W8×15, or an equivalent-sized steel beam having a minimum weight-to-heated-perimeter ratio, W/D, of 0.54. In accordance with Section 704.3 of the 2015, 2012, and 2009 IBC, structural steel floor beams need not be individually fire-protected when the suspended ceiling forms the protective membrane for the fire-resistance-rated assembly. However, structural floor beams must be individually protected on all sides for the full length with materials having the required fire-resistance rating, when they support directly applied loads from a floor and roof or more than one floor, or where the required fire-resistance rating of such members is greater than two hours. 4.7.2 Floor Joists: Floor joists are minimum 10K1 steel bar joists, spaced a maximum of 24 inches (610 mm) on center. Each joist must be welded to end supports, and must have 1/2-inch-diameter (12.7 mm) steel bar bridging members welded to top and bottom chords of each joist at midspan. 4.7.3 Steel-floor Decking: The concrete deck is either supported by minimum No. 22 gage [0.0299 inch (0.759 mm)] galvanized steel deck panels with 119/32-inch- deep (32.5 mm) flutes spaced 6 inches (152 mm) on center, or is supported by minimum No. 20 gage [0.0359 inch (0.91 mm)] galvanized steel cellular panels having 3-inch-deep (76 mm) flutes. When a blend of fluted and cellular steel deck panels is used, the concrete topping thickness is measured from the top plane of the cellular deck panels. The steel deck panels must be welded to supports at 12 inches (305 mm) on center. Adjacent deck panels must be button-punched or welded together at 36 inches (914 mm) on center at side joints. Where fluted and cellular floor deck panels are installed end-to-end, galvanized steel angles must be tack-welded to the cellular floor deck panels in such a manner as to cover the cells. 4.7.4 Concrete Floor: The concrete floor must be a minimum of 21/2 inches (63.5 mm) thick, measured from the top of the metal deck panels, and normal-weight concrete with carbonate or siliceous aggregates. The concrete must have a minimum density of 150 ± 3 pcf (2400 ± 48 kg/m3), and a minimum compressive strength of 3,000 psi (20.7 MPa). The middle of the slab must be reinforced with 6×6–W1.4×W1.4 welded wire fabric. 4.7.5 Suspended Ceiling Members: 4.7.5.1 Main Runners: Main runners are either the 8300, 8301 or HD 8201. The main runners are 12 feet (3657.6 mm) long and spaced a maximum of 4 feet (1219.2 mm) on center. The design loads for main runners must be less than or equal to the capacities shown in Table 2. Vertical hangers, perimeter hangers, and lateral-force bracing for the main runners are installed in accordance with the code. The distance from the bottom side of the floor decking to the bottom side of the main runners is a minimum of 193/4 inches (502 mm). 4.7.5.2 Cross Runners: Cross runners are either the XL 8200 series (Prelude Plus Fire Guard) or XL 8300 series (Prelude Fire Guard). Main runners must be located within 1/32 inch (0.79 mm) of the required center distances, and this tolerance must be noncumulative beyond 12 feet (3657.6 mm). Intersecting runners must be installed to form a right angle to the supporting members. The design loads for cross runners must be less than or equal to the capacities shown in Table 3. A cross runner that supports another cross member must have a minimum uniformly distributed load capacity of 12 pounds per linear foot (175 N/m). 4.7.5.3 Hanger Wire: The suspended ceiling is supported by No. 12 SWG [0.105 inch (2.7 mm) in diameter] galvanized steel wire that is attached to the concrete slab through the steel floor units, before concrete placement, or attached to hanger clips. The hanger clips are minimum 0.045-inch-thick (1.14 mm), 2-inch-wide (51 mm), 31/2-inch- long (90 mm), galvanized steel clips that are hooked at one end, for attachment over the male leg of steel floor units, and spaced as required for hanger wire attachment. Hanger wires are spaced a maximum of 48 inches (1219 mm) on center or must be located at every other main runner/cross-tee intersection, whichever dimension is less along main runners. Hanger wire must be located at all four corners of light fixtures, at mid-span of cross tees next to 4- and 5-foot-long (1219 and 1524 mm) light fixtures and air duct outlets, and next to each main runner splice. Additional hanger wires are required at the mid-span of those cross tees running parallel and nearest to the walls and those near the end of cut cross tees longer than 2 feet (610 mm) that abut walls. 4.7.6 Acoustical Material: Acoustical lay-in ceiling panels used with the suspended ceiling system are the nominal panel sizes and types shown in Table 1. Panels are nominally 5/ 8 inch (15.9 mm) or 3/4 inch (19.1 mm) thick. Border panels are supported at walls by 24 MSG painted steel channels, 1 inch (25 mm) deep, with a 2-inch (23.8 mm) bottom flange. Optional support method consists of BERC-2 clip at wall attached to 15/16 inch × 15/16 inch No. 24 MSG painted steel channels. 4.7.7 Hold-down Clips: Hold-down clips, produced from No. 24 gage spring steel, must be used for ceiling panels weighing less than one pound per square foot. When the ceiling is composed of nominally 24-by-24-inch (610 by 610 mm), 24-by-36-inch (610 by 914 mm), or 30-by-30-inch (762 by 762 mm) lay-in panels, one clip is placed over bulbs of cross tees near cross tee midpoints. When the ceiling is composed of 20-by-60 inch (508 by 1524mm), 36-by- 36-inch (914 by 914 mm), 24-by-48-inch (610 by 1219 mm), 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 6 of 21 30-by-60-inch (762 by 1524 mm), 36-by-60-inch (914 by 1524 mm) or 48-by- 48-inch (1219 mm) lay-in panels, two clips are placed over bulbs of each cross tee near cross tee quarter-points. One leg of each clip is cut off when placement is over bulbs of cross tees adjacent to the long side of light fixtures. 4.7.8 Recessed Light Fixtures: Fluorescent-lamp-type, steel housing fixtures can be used in the fire-resistance- rated assembly, provided the fixtures measure 1 by 4 feet (305 by 1219 mm), 2 by 2 feet (610 by 610 mm), 2 by 4 feet (610 by 1219 mm), 20 by 48 inches (508 by 1219 mm) or 20 by 60 inches (508 by 1524 mm). The nominally 1-by-4-foot (305 by 1219 mm), 2-by-2-foot (610 by 610 mm) and 2-by-4-foot (610 by 1219 mm) fixtures may include vented sides for air boots and vented tops for air-return purposes. Linear air diffusers and linear air returns must be used with nominally 20-by-48-inch (508 by 1219 mm) fixtures. When nominally 20-by-60-inch (508 by 1524 mm) fixtures are used, fixture stabilizers are used to supplement the hanger wires occurring at the mid-span of the 5-foot-long (1524 mm) cross tees. When nominally 1-by-4-foot (305 by 1219 mm) fixtures are used, the aggregate number of fixtures must not exceed four per 100 square feet (9.3 m2) of ceiling area. When nominally 2-by-2-foot (610 by 610 mm) fixtures are used, the aggregate number of fixtures must not exceed five per 100 square feet (9.3 m2) of ceiling area. When nominally 2-by-4-foot (610 by 1219 mm), 20-by-48-inch (508 by 1219 mm), or 20-by-60-inch (508 by 1524 mm) fixtures are used, the aggregate number of fixtures must not exceed three per 100 square feet (9.3 m2) of ceiling area. The fixtures must be wired in conformance with an approved electrical code. The recessed light fixture must be protected on the topside with acoustical ceiling tile panel material having a minimum thickness of 5/8 inch (15.9 mm). The panels are cut into pieces to form a five-sided enclosure which is rectangular or trapezoidal in cross section, depending upon fixture type, and which is approximately 1/2 inch (12.7 mm) longer and wider than the fixture, with sufficient depth to provide at least 1 inch (12.7 mm) of clearance between the fixture and the enclosure. The pieces are held together with 8d nails. Spacers provide the 11/4-inch (31.7 mm) clearances when placed on top of fixtures located away from the ballasts. When no air-handling or air-return fixtures are used, a maximum 11/4-inch (31.7 mm) separation must be maintained between the long fixture protection sidepieces and the top piece. When air supply light fixtures with air boots are used, fixtures and air boots must be fully enclosed except for the nominally 28-square-inch (18 064 mm2) opening needed for the connection to air-supply ducts. 4.7.9 Air Duct: Air ducts are permitted in the assembly provided the ducts are constructed of minimum No.22 MSG galvanized steel and aggregate duct opening area is less than or equal to 113 square inches (72 903 mm2) per 100 square feet (9.2 m2) of ceiling area. The maximum air duct-opening dimension is 12 inches (305 mm). 4.8 8500 (Prelude SupraFine Fire Guard) Series One- hour Fire-resistance-rated Roof-ceiling System: This exposed grid system consists of the 8500 series main runners and the XL 8520 or XL 8540 cross runners, and is part of a one-hour fire-resistance-rated floor-ceiling system. The rating applies to restrained and unrestrained assemblies as described in ASTM E119. See Figure 6 for assembly details. General requirements in 2021, 2018, 2015 and 2012 IBC Section 711 and 2009 IBC Section 712 must be observed. 4.9 Special Inspection: Where special inspections are required by the building official, the suspended ceilings in Seismic Design Categories C, D, E and F shall be subject to periodic special inspections during the installation of the suspended ceiling systems and their anchorage in accordance with the following requirements: • For installations in accordance with Section 4.4.2 of this report, special inspection must be conducted as required by the building official during enforcement of the 2021, 2018 and 2015 IBC Sections 1704.5, 1705.1.1 and 1705.13.2, 2012 IBC Sections 1705.1.1, 1705.11.4 and Item 3 of Section 1705.12; and 2009 IBC Section 1704.15, Item 3 of Section 1708.1, and 1708.4, as applicable. • For installation in accordance with Section 4.4.1 of this report, special inspection must be in compliance with the following: Section 13.5.6.2.2 (h) of ASCE 7-05, and 2009 IBC Section 1705.3.4, Item 3 for the 2009 IBC; Section 13.5.6.2.2 (h) of ASCE 7-05, as applicable. • The special inspector must verify that the ceiling framing systems are as described in this report, and comply with this report and the approved construction documents. Where special inspections are required by the building official, a statement of special inspection must be provided as required by 2021, 2018, 2015 and 2012 IBC Section 1704.3 (Sections 1705.2 and 1705.3 for the 2009 IBC). 5.0 CONDITIONS OF USE The suspended ceiling systems described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The ceiling suspension main runners, cross runners, BERC, BERC-2,AL BERC-2, STAC and XTAC clips, and accessories must be fabricated and installed in accordance with this report and the manufacturer’s published installation instructions. In the event of a conflict between the manufacturer’s installation instructions and this report, this report governs. 5.2 Design loads and spans of main and cross runners must comply with Tables 2 and 3 of this report. 5.3 Suspended ceiling systems must be designed and installed in accordance with ASCE 7 Section 13.5.6 as referenced by the applicable IBC Section 1613. The documents must be prepared by a registered design professional where required by statutes of the jurisdiction in which the project is to be constructed. 5.4 Special inspections must be provided in accordance with Section 4.9 of this report. 5.5 For Seismic Design Category C, D, E or F, a quality assurance plan complying with IBC Chapter 17, including 2021, 2018, 2015 and 2012 IBC Section 1704.3 (2009 IBC Sections 1705.2 and 1705.3) must be submitted to the code official. 5.6 The ceiling framing systems must not be used to provide lateral support for walls or partitions, except as provided for in ASCE 7, Section 13.5.8.1 as referenced in the applicable IBC Section 1613. 5.7 The ceiling systems must be braced to resist seismic forces as determined from Section 1613 of the IBC. 5.8 The systems are limited to ceilings not considered accessible in accordance with Item 29 of 2021 IBC Table 1607.1, Item 28 of 2018, 2015 and 2012 IBC 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 7 of 21 Table 1607.1 and Item 31 of 2009 IBC Table 1607.1, as applicable. 5.9 The supporting construction for the ceiling system has not been evaluated and is outside the scope of this report. The code official must approve the floor or roof construction supporting the suspended ceiling system. 5.10 The ceiling systems recognized in this report have been evaluated for use in interior applications. For exterior ceiling systems must be designed for wind loads and with due consideration of atmospheric conditions. 5.11 Lay-in ceiling panels must be justified to the satisfaction of the code official as complying with the interior finish requirements of Chapter 8 of the applicable code. 5.12 The electrical safety of the EAC main runners is outside the scope of this report. EAC main runners must be installed in accordance with the applicable provisions of the National Electrical Code. 5.13 Suspended ceiling system with 730145 main runner, and XL7325 and XL7345 cross runners have only been evaluated for gravity loads only. Seismic design is outside the scope of this report. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Suspended Ceiling Framing Systems (AC368), dated November 2019 (editorially revised March 2021). 6.2 Reports of fire-resistance tests in accordance with ASTM E119. 6.3 Reports of comparative seismic qualification tests in accordance with the ICC-ES Acceptance Criteria for Seismic Certification by Shake-table Testing of Nonstructural Components (AC156), dated October 2010 (editorially revised December 2020). 7.0 IDENTIFICATION 7.1 Cartons of framing members, clips and accessories are identified with the name and address of Armstrong World Industries, Inc.; the catalog number; the word “WAVE”; and the ICC-ES evaluation report number (ESR-1308). 7.2 The report holder’s contact information is the following: WORTHINGTON ARMSTRONG VENTURE (WAVE) 101 LINDENWOOD DRIVE, SUITE 350 MALVERN, PENNSYLVANIA 19355 (610) 722-1218 www.armstrongceilings.com jrameen@armstrongceilings.com 7.3 The Additional Listee’s contact information is the following: ARMSTRONG WORLD INDUSTRIES, INC. POST OFFICE BOX 3001 LANCASTER, PENNSYLVANIA 17604 TABLE 1—ACOUSTICAL MATERIALS ACOUSTICAL PANEL SIZE (inches)ACOUSTICAL MATERIAL TYPE1 STEEL FLOOR DECK PANEL TYPE2 0 by 60 20 by 60 24 by 24 24 by 24 24 by 24 or 36 24 by 24 or 36 24 by 24 or 36 24 by 48 or 60 24 by 48 or 60 30 by 30 30 by 30 30 by 30 30 by 60 36 by 36 36 by 36 36 by 60 48 by 48 P(S OR P) OR PC(S) P(S OR P) OR PC(S) BF(S) BF(S) P(S) PC(S) P(S) P(S OR P) OR PC(S) P(S OR P) OR PC(S) P(S) PC(S) P(S) P(S) OR PC(S) PC(S) PC(S) PC(S) PC(S) F, C or B F or B1 F, C or B F F, C or B C or B F F, C or B F or B1 F, C or B C or B F F, C or B F, C or B F or B1 F, C or B F, C or B For SI: 1 inch = 25.4 mm. 1(S) = surface perforations, (P) = through perforations. 2(F) = all fluted steel deck panels, (C) = all cellular steel floor deck panels, (B) = any blend of fluted and cellular floor deck panels, (B1) = blend of one cellular floor deck panels and one or more fluted deck panels. 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 8 of 21 TABLE 2—DIMENSIONS AND ALLOWABLE LOADS FOR MAIN RUNNERS (SIMPLE SPAN) CATALOG NUMBER NOTE TYPE (SEE FIGURE 1) LENGTH (inches) METAL THICKNESS (inch) MAXIMUM SPAN (feet) ALLOWABLE LOAD (lb./lin. ft.) 6100 6101 6121A 6127A 6132 6195A 6500B 6501 Al 7200 SS 7200 7300 7301 730106 730145 7302 7305 7306 7307 7500 7501 7502 7504 7507 DC730112 DC730110 DC730108 DC730106 7508 7509 DC750112 DC750110 DC750108 DC750106 750106 7600 76008 7601 76018 7602 76028 7603 76038 7604 76048 7605 76058 7606 76068 7607 7612 76128 DC760112 DC760110 DC760108 DC760106 760106 EA7900 EA7900C EA7903 ES7901 ES7901C HD 8201 8300 8301 8500 8501 1 1 1 1 1 1 5 1, 5 1 3 1 1 1, 8 1, 7 1 1 1 1 1 1 1 1 1 1, 8 1, 8 1, 8 1, 8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 6, 8 5 5 6,8 1, HD 1 1 1 1 M M M M M M P P B B A A S U A A A A H H H H H S S S S H H N N N N N K L K L K L K K K L K L K L K K K O O O O O Q T R Q V A A A H H 144 144 144 120 132 126 144 144 144 144 144 144 72 144 120 140 132 126 144 144 120 120 144 144 120 96 72 132 126 144 120 96 72 72 144 144 144 144 120 120 144 144 120 120 120 120 120 120 120 144 144 144 120 96 72 72 144 144 144 144 144 144 144 144 144 144 0.013 0.019 0.019 0.019 0.019 0.019 0.015 0.018 0.021 0.015 0.010 0.015 0.017 0.0195 0.010 0.010 0.015 0.015 0.013 0.018 0.013 0.018 0.018 0.017 0.017 0.017 0.017 0.018 0.018 0.019 0.019 0.019 0.019 0.019 0.013 0.013 0.017 0.017 0.017 0.013 0.013 0.013 0.017 0.017 0.017 0.017 0.013 0.013 0.013 0.018 0.018 0.015 0.015 0.015 0.015 0.015 0.026 0.021 0.022 0.015 0.017 0.015 0.010 0.015 0.013 0.018 4 4 4 4 4 4 4 4 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 12.6 16.79 16.79 16.79 16.79 16.79 15.92 19.42 13.47 12.23 13.5 16.73 17.35 40.16 13.5 13.5 17.25 17.25 12.75 16.86 12.38 16.28 16.28 17.35 17.35 17.35 17.35 16.28 16.28 16.83 16.83 16.83 16.83 16.83 13.10 13.10 16.35 16.35 13.10 13.10 12.28 12.28 16.35 16.35 16.35 16.35 13.07 13.07 12.8 16.48 16.48 16.44 16.44 16.44 16.44 16.44 12.26 14.09 16.74 18.33 20.39 16.73 13.5 16.73 13.31 16.86 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 lb./lin. ft. = 14.6 N/m, 1 lb. = 4.44 N. NOTES: 1 = Single stitched web 2 = Double stitched web 3 = Available stitched or unstitched 4 = Hanger wire support at mid-span 5 = Polyurethane filled upper bulb / polyurethane coated lower flange 6 = Integral PVC gasket. 7 = Limited to gravity usage. Seismic design is outside the scope of evaluation. 8 = Lateral support/bracing is required at 24 inches on center. HD = Hot-dipped galvanized finish 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 9 of 21 TABLE 3—DIMENSIONS AND ALLOWABLE LOADS FOR CROSS RUNNERS (SIMPLE SPAN) CATALOG NUMBER NOTE TYPE LENGTH (inches) METAL THICKNESS (inch) MAXIMUM SPAN (feet) UNIFORM LOAD (lb./lin. ft.) 6100 Series XL 6104 XL 6106 XL 6110 XL 6161 XL 6120 XL 6167 XL 6170 XL 6162 XL 6140 XL 6164 XL 6150 XL 6190 XL 6180 2 2 2 2 2 2 2 2 2 2 2 2, 4 2, 4 M M M M M M M M M M M M M 4 6 12 21 24 27 30 42 48 54 60 72 96 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.3 0.5 1 1.75 2 2.25 2.5 3.5 4 4.5 5 4 4 66.89 66.89 66.89 66.89 66.89 49.32 38.8 20 12.6 9.2 5.8 12.6 12.6 6500 Series XL6521 5 P 24 0.014 2 42.00 XL6541 5 P 48 0.014 4 15.88 7100 Series XL 7128 XL 7148 1 1 E E 24 48 0.010 0.010 2 4 33 6 AL 7200 Series XLAL7220 XLAL7240 2 2 B B 24 48 0.021 0.021 2 4 44.45 6.33 SS 7200 Series XLSS7220 XLSS7240 3 3 B B 24 48 0.015 0.015 2 4 61.66 10.4 7300 Series XL 7304 XL 7306 XL 7318 XL 7398 XL 7368 XL 7328 XL 7320 XL 7325 XL 7378 XL 7330 XL 7348 XL 7345 XL 7342 XL 7340 XL 7341 XL 7357 XL 7358 XL 7390 XL 7390 XL 7380 XL 7380 2 2 2 2 2 2 2 2, 7 2 2 2 2, 7 2 2 2 2 2 2 2, 4 2 2, 4 D D D D D D A U D D D U C A A A A A A A A 4 6 12 18 20 24 24 24 30 36 48 48 48 48 48 60 60 72 48 96 96 0.009 0.009 0.009 0.009 0.009 0.009 0.011 0.0195 0.009 0.010 0.009 0.0195 0.009 0.010 0.015 0.015 0.015 0.010 0.010 0.010 0.010 0.3 0.5 1 1.5 1.67 2 2 2 2.5 3 4 2 4 4 4 5 5 6 4 8 4 36.00 36.00 36.00 36.00 36.00 36.00 61.33 46.72 16.54 20.83 6.78 46.72 7.80 12.25 16.89 7.61 7.61 3.3 12.24 1.57 12.12 7500 Series XL 7504 XL 7506 XL 7510 XL 7561 XL 7560 XL 7520 XL 7567 XL 7570 XL 7530 XL 7562 XL 7540 XL 7541 XL 7549 XL 7564 XL 7558 XL 7590 XL 7580 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1, 4 1, 4 H H H H H H H H H H H H H H H H H 4 6 12 21 20 24 27 30 36 42 48 48 48 54 60 72 96 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.013 0.018 0.010 0.013 0.013 0.013 0.3 0.5 1 1.75 1.67 2 2.25 2.5 3 3.5 4 4 4 4.5 5 4 4 51.83 51.83 51.83 51.83 51.83 51.83 28.67 28.67 21.03 12.67 10.34 12.73 16.42 6.72 5.8 12.73 12.73 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 lb./lin. ft. = 14.6 N/m, 1 lb. = 4.44 N. 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 10 of 21 TABLE 3—DIMENSIONS AND ALLOWABLE LOADS FOR CROSS RUNNERS (SIMPLE SPAN) (Continued) CATALOG NUMBER NOTE TYPE LENGTH (inches) METAL THICKNESS (inch) MAXIMUM SPAN (feet) UNIFORM LOAD (lb./lin. ft.) 7600 Series XL 7604 XL 7606 XL 7610 XL 7660 XL 7620 XL 7670 XL 7640 XL 7646 XL 7645 XL 7650 XL 7655 XL 7657 XL 7690 XL 7680 1 1 1 1 1 1 1 1 1 1 1 1 1, 4 1, 4 I I I I I I I I I I I I K K 4 6 12 20 24 30 48 48 48 60 60 60 72 96 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.013 0.013 0.3 0.5 1 1.67 2 2.5 4 4 4 5 5 5 4 4 71.66 71.66 71.66 71.66 71.66 39.86 13.53 13.21 12.85 6.09 5.71 5.90 12.59 12.59 76008 Series XL76108 XL 76608 XL 76208 XL 76708 XL 76408 XL 76468 XL 76458 XL 76508 XL 76558 XL 76578 XL 76908 XL 76808 1 1 1 1 1 1 1 1 1 1 1, 4 1, 4 J J J J J J J J J J L L 12 20 24 30 48 48 48 60 60 60 72 96 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.013 0.013 1 1.67 2 2.5 4 4 4 5 5 5 4 4 69.69 69.69 69.69 47.76 14.11 13.01 12.6 9 7 7 12.6 12.6 EA7900 Series EA 7920 EA 7920C 5 6 Q T 24 24 0.026 0.021 2 2 66.62 41.92 EA 7940 EA 7940C 5 6, 8 Q T 48 48 0.026 0.021 4 4 15.32 12.67 EA7903 Series EA 7927 5 R 24 0.022 2 60.55 EA 7947 5 R 48 0.022 4 17.66 ES7901 Series ES 7920 ES 7920C ES 7940 ES 7940C 5 6 5 6.8 Q V Q V 24 24 48 48 0.015 0.017 0.015 0.017 2 2 4 4 60.83 89.53 16.83 17.26 XL8200 Series XL 8223 XL 8240 2, HD 2, HD B B 24 48 0.013 0.013 2 4 38.63 12.75 8300 Series XL 8313 XL 8323 XL 8320 XL 8378 XL 8330 XL 8340 XL 8341 XL 8357 XL 8358 2 2 2 2 2 2 2 2 2 D D A A A A A A A 12 24 24 30 36 48 48 60 60 0.009 0.009 0.011 0.011 0.011 0.011 0.015 0.015 0.015 1 2 2 2.5 3 4 4 5 5 45.4 40.45 61.33 20.84 23.11 12.25 16.89 7.47 7.53 8500 Series XL 8520 XL 8540 1 1 H H 24 48 0.013 0.013 2 4 58.5 12.73 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 lb./lin. ft. = 14.6 N/m, 1 lb. = 4.44 N. NOTES: 1 = Single stitched web 2 = Double stitched web 3 = Available stitched or unstitched 4 = Hanger wire support at midspan 5 = Polyurethane filled upper bulb / polyurethane coated lower flange 6 = Integral PVC Gasket 7 = Limited to gravity usage. Seismic design is outside the scope of evaluation. 8 = Lateral support/bracing is required at 24 inches on center. HD = Hot-dipped galvanized finish 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 11 of 21 FIGURE 1—RUNNER PROFILES 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 12 of 21 FIGURE 1—RUNNER PROFILES (Continued) 3 4 1 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 13 of 21 FIGURE 1—RUNNER PROFILES (Continued) 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 14 of 21 FIGURE 2—BERC-2, AL BERC-2, and XTAC CLIPS 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 15 of 21 FIGURE 3—BERC CLIP 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 16 of 21 FIGURE 4—SINGLE TEE ADAPTER CLIP (STAC) FIGURE 5—TECHZONE YOKE (TZYK) 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 17 of 21 For SI: 1 inch = 25.4 mm, 1 foot =304.8 mm, 1 psf = 4.88 kg/m2, 1 gallon = 3.81 L, 1 sq. ft. = 0.0929 m2, 1 psi = 6.89 kPa, 1 lbm = 0.45 kg, 1 sq. in. = 645.16 mm2. 1. Roof Covering: Roof covering consisting of hot-mopped or cold application materials compatible with insulation(s) described in Item 2 that provide Class A, B or C coverings. 2. Roof Insulation—Mineral and Fiber Boards: The boards must comply with ASTM C612, Type 1A or 1B; 24-by-48-inch minimum size, maximum size 48 by 96 inches, to be applied in six layers. Boards to be installed perpendicular to gypsum wallboard direction, with end joints staggered 2 feet in adjacent rows. Each layer of board must be offset, in both directions, from layer below a minimum of 12 inches in order to lap all joints. Minimum board thickness is 1 inch (No limit on maximum overall thickness.) 3. Sheathing Material (Optional): Vinyl film vapor barrier, applied with adhesive to the gypsum wallboard. Adjacent sheets overlapped 2 inches. 4. Gypsum Sheathing: Water-resistant core gypsum sheathing complying with ASTM C79. Supplied in sheets nominally 2 by 4 feet to 4 by 12 feet, by nominal 5/8 inch thick. Minimum weight is 2.0 psf. Applied perpendicular to the steel roof deck direction with adhesive, or laid loosely. End joints to occur over crests of steel roof deck, with end joints staggered 2 feet in adjacent rows. 5. Steel Roof Deck: Minimum 0.019-inch-thick (26 gage), minimum 1-inch-deep, minimum 25-inch-wide, painted or galvanized, fluted steel deck. Flutes must be approximately 4 inches on center, crests approximately 2 3/4 inches wide. As an alternate, 11/2-inch-deep, minimum 18-inch-wide fluted galvanized steel deck is permitted. Minimum 0.029-inch-thick (22 gage) flutes must be 6 inches on center, crest width ranging from 31/2 to 5 inches. Deck must be welded to supports with welding washers spaced 12 inches on center. Side lap joints of adjacent units welded or secured together with No. 12 by 1/2-inch self-drilling, self-tapping steel screws midway between steel joists. 6. Fasteners: A. Adhesive (Optional): BMCA Insulation Products Inc.: May be applied between crests of steel roof deck and gypsum sheathing in 1/2-inch-wide ribbons, 8 inches on center, at 0.4 gallon per 100 square feet. May also be applied in 1/2-inch-wide ribbons, 6 inches on center, at 0.4 gallon per 100 square feet, between gypsum sheathing and vapor barrier, and between gypsum boards and roof insulation when vapor barrier is omitted. May also be applied at the same rate between layers of roof insulation. B. Mechanical Fastener: (Not shown) Any steel nail or steel clip designed for the purpose may be used to attach one or more layers of insulation to steel roof deck (through gypsum sheathing). The gypsum sheathing may also be attached directly to the steel roof deck with the mechanical fasteners. C. Hot Asphalt or Coal Tar Pitch: (Not shown) May be used as an alternate to adhesive between layers of roof insulation, at a rate not to exceed 35 pounds per 100 square feet. 7. Steel Joists: Type 10J4 or 12K1 minimum size. 10K1 size may be used when limited to a span of 12 feet 0 inches, maximum. As an alternate, any LH Series steel joists spanning no greater than 60 feet may be used. For spans greater than 60 feet, LH Series joists may be used, provided their vertical deflection under total load must not be greater than 1/244 of the joist span. 8. Bridging: Steel bars, 1/2 inch in diameter, welded to top and bottom chords of each joist. 9. Cold-rolled Channels: Number 16 MSG cold-rolled steel channels, 11/2 inches deep with 9/16-inch flanges must be placed on lower chord of joists and secured with 18 SWG galvanized steel wire. Installed perpendicular to joists, the channels must be located as required to provide hanger wire attachment points. When steel joists are spaced more than 5 feet on center, two cold-rolled channels must be placed back to back and tied together with a double strand of 18 SWG galvanized steel wire at 24 inches on center. The double channels installed perpendicular to the joists and spaced a maximum of 48 inches on center may be placed on top of the joists' bottom chord and tied to each joist with a double strand of 18 SWG galvanized steel wire, or suspended below the joists with 12 SWG galvanized steel wire wrapped around the cold-rolled channels and with the other end wrapped around the bottom chord of the joists. FIGURE 6—8500 SERIES ONE-HOUR FIRE-RESISTANCE-RATED ASSEMBLY 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 18 of 21 10. Hanger Wire: Number 12 SWG galvanized wire must be twist-tied to steel joists or cold-rolled steel channels. When the ceiling consists of nominal 24-by-24-inch panels or 24-by-48-inch panels, hanger wires must be spaced a maximum of 48 inches on center on main runners adjacent to cross tee intersections. Hanger wires must occur at all four corners of light fixtures, at midspan of cross tees adjacent to 4-foot light fixtures and air duct outlets, and adjacent to each main runner splice. When the ceiling consists of nominal 20-by-60-inch panels, hanger wires must be spaced 40 inches on center along main runners, and one wire must occur at each corner of light fixtures, at midspan of all cross tees, and adjacent to each main runner splice. 11. Air Duct: Minimum 0.019-inch-thick (26 gage) galvanized steel. Total area of duct openings must not exceed 576 square inches per each 100 square feet of ceiling area. Area of individual duct openings must not exceed 576 square inches. Maximum opening dimension is 18 inches. Inside and outside faces of duct throat must be protected with 1/16-inch-thick ceramic fiber paper, laminated to the metal. Maximum dimension of opening is 30 inches. Duct supported by 11/2-inch-deep, minimum 0.053-inch-thick (16 gage) cold-rolled steel channels spaced not over 48 inches on center, suspended by No. 12 SWG galvanized steel wire. 12. Damper: Minimum 0.056-inch-thick (16 gage) galvanized steel, sized to overlap duct opening a minimum of 2 inches. Protected on both sides with 1/16-inch-thick ceramic fiber paper, laminated to the metal, and held open with a fusible link. 13. Fixtures, Recessed Light: Fluorescent-lamp-type steel housing, nominally 2 by 4 feet or 20 by 60 inches in size. Fixtures must be spaced so their total area does not exceed 24 square feet per each 100 square feet of ceiling area. When 20-by-60 inch fixtures must be used, fixture stabilizers formed from No. 16 gage steel channels, must be used in addition to the hanger wires at midspan of the cross tees. Fixture must be wired in conformance with the National Electrical Code. Fixture and ballasts must be considered for ambient temperature conditions before installation. 14. Fixture Protection—Acoustical Material—Armstrong World Industries, Inc.: Type 5/8-inch P (S) or 5/8-inch PC (S) is cut to form a five-sided enclosure, trapezoidal in cross section, approximately 1/2 inch longer and wider, and 5/8 inch higher, than the light fixture housing. For 2-by-4-foot fixtures, the protection consists of a 233/ 4-by-473/4-inch top piece, two 5 7/8-by-473/4-inch side pieces, and two 41/2-by-233/4-inch end pieces. For 20-by-60-inch fixtures, the protection consists of a nominal 20-by-60-inch top piece, two nominal 6-by- 60-inch side pieces, and two nominal 41/2-by-20-inch end pieces. The top edge of each fixture protection side piece may be provided with a 1-inch-deep-by-maximum-20-inch-long notch near its midpoint. The side and top pieces must be laid in place and the end pieces must be held in place with three 8d nails spaced 8 inches on center. (S) - Surface perforations. 15. Steel Framing Members—Armstrong World Industries, Inc.: Type 8500 systems with a 15/16-inch-wide flange grid must be used. Main runners, nominally 12 feet long, must be spaced 4 feet on center. Cross tees, nominally 4 feet long, must be installed perpendicular to main runners and spaced 2 feet on center. Cross tees, nominally 2 feet long, must be installed perpendicular to 4-foot cross tees and spaced 4 feet on center. Grid modules containing light fixtures must employ a fixture-centering clip at each corner. The No. 24 gage electrogalvanized steel clip is nested on the flange of the intersecting grid tees, has two 1 7/16-inch-long legs with their sides perpendicular to each other, and has a U-shaped return at the top of each leg for engaging over the bulb of the intersecting grid tees. 16. Acoustical Material: Nominal 24-by-24-inch or -48-inch lay-in panels. Border panels must be supported at walls by minimum 0.016-inch- thick (26 gage) painted steel angles with 7/ 8-inch legs; or, minimum 0.016-inch-thick (26 gage) painted steel channels, 1 1/8 inches deep with 7/8-inch flanges. 17. Hold-down Clips: (Not shown) Number 24 MSG spring steel, placed over cross tees at 2 feet on center. FIGURE 6—8500 SERIES ONE-HOUR FIRE-RESISTANCE-RATED ASSEMBLY (Continued) 1. Beam: 2. Normal-weight Concrete 3. Welded Wire Fabric 4. Steel Form Units 5. Steel Joists 6. Bridging 7. Hanger Wire 8. Air Duct 9. Damper: No. 16 MSG minimum galvanized steel, sized to overlap duct opening 2 inches, minimum. Protected on both sides with 1/16-inch-thick ceramic fiber paper laminated to the metal with adhesive and held open with a listed fusible link. 10. Fixtures, Recessed Light 11. Fixture Protection—Batts and Blankets 12. Steel Framing Members—Worthington Armstrong Venture 13. Acoustical Material 14. Hold-down Clips (Not illustrated) For SI: 1 inch = 25.4 mm. FIGURE 7—TWO-HOUR FIRE-RESISTANCE-RATED FLOOR-CEILING ASSEMBLY (REFER TO SECTION 4.6 OF THIS REPORT) 2130 E 17th St - 10111279406/07/23 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2022 ICC Evaluation Service, LLC. All rights reserved. Page 19 of 21 ICC-ES Evaluation Report ESR-1308 LABC Supplement Reissued December 2022 This report is subject to renewal December 2023. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 09 00 00—FINISHES Section: 09 22 26—Suspension Systems Section: 09 53 00—Acoustical Ceiling Suspension Assemblies REPORT HOLDER: WORTHINGTON ARMSTRONG VENTURE (WAVE) EVALUATION SUBJECT: FIRE- AND NONFIRE-RESISTANCE-RATED SUSPENDED CEILING FRAMING SYSTEMS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Fire- and Nonfire-Resistance-Rated Suspended Ceiling Framing Systems, described in ICC-ES evaluation report ESR-1308, have also been evaluated for compliance with the code noted below as adopted by the Los Angeles Department of Building and Safety (LADBS). Applicable code edition:  2020 City of Los Angeles Building Code (LABC) 2.0 CONCLUSIONS The Fire- and Nonfire-Resistance-Rated Suspended Ceiling Framing Systems described in Sections 2.0 through 7.0 of the evaluation report ESR-1308, comply with the LABC Chapters 8, 16 and 25, and the LARC, and are subject to the conditions of use described in this supplement. 3.0 CONDITIONS OF USE The Fire- and Nonfire-Resistance-Rated Suspended Ceiling Framing Systems described in this evaluation report supplement must comply with all of the following conditions: • All applicable sections in the evaluation report ESR-1308. • The design, installation, conditions of use and identification of the Fire- and Nonfire-Resistance-Rated Suspended Ceiling Framing Systems are in accordance with the 2018 International Building Code ® (IBC) provisions noted in the evaluation report ESR-1308. • The design, installation and inspection are in accordance with additional requirements of LABC Chapters 16 and 17, as applicable. • Main runners shall be identified by indentation or by nontransferable decal with letter not less than 1/4–inch high and shall include manufacturer’s name and runner designation. This supplement expires concurrently with the evaluation report, reissued December 2022. 2130 E 17th St - 10111279406/07/23 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2022 ICC Evaluation Service, LLC. All rights reserved. Page 20 of 21 ICC-ES Evaluation Report ESR-1308 CBC Supplement Reissued December 2022 This report is subject to renewal December 2023. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 09 00 00—FINISHES Section: 09 22 26—Suspension Systems Section: 09 53 00—Acoustical Ceiling Suspension Assemblies REPORT HOLDER: WORTHINGTON ARMSTRONG VENTURE (WAVE) EVALUATION SUBJECT: FIRE- AND NONFIRE-RESISTANCE-RATED SUSPENDED CEILING FRAMING SYSTEMS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Fire- and Nonfire-Resistance-Rated Suspended Ceiling Systems, described in ICC-ES evaluation report ESR-1308, have also been evaluated for compliance with the code noted below. Applicable code edition:  2019 California Building Code (CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD) AKA: California Department of Health Care Access and Information (HCAI) and the Division of State Architect (DSA), see Sections 2.1.1 and 2.1.2 below. 2.0 CONCLUSIONS The Fire- and Nonfire-Resistance-Rated Suspended Ceiling Systems, described in Sections 2.0 through 7.0 of the evaluation report ESR-1308, comply with CBC Chapters 8, 16, 17 and 25, provided the design and installation are in accordance with the 2018 International Building Code (IBC) provisions, as applicable, noted in the evaluation report, and the additional requirements of CBC Chapters 8, 16, 17 and 25, as applicable. 2.1. OSHPD: The Fire- and Nonfire-Resistance-Rated Suspended Ceiling Systems, described in Section 2.0 through 7.0 of the evaluation report ESR-1308, comply with CBC Chapters 8, 16, 17 and 25, with applicable amendments, and Chapters 16A and 17A, provided the design and installation are in accordance with the 2018 International Building Code (IBC) provisions noted in the evaluation report, and the additional requirements in Sections 2.1.1 through 2.1.2 of this supplement: 2.1.1. Conditions of Use: 1. All loads applied shall be determined by a registered structural engineer and shall comply with applicable loads from CBC Chapter 16 and its amendments, and Chapter 16A. 2. Section 13.5.6.2 of ASCE 7 shall be revised in accordance with CBC Section 1617A.1.21 [OSHPD 1 & 4]. 3. Design and installation shall comply with the requirements of OSHPD Preapproved Details (OPD) OPD-0002-13 and OPD-0003-13, as applicable. 2.1.2. Special Inspection Requirements: 1. Periodic special inspection is required, in accordance with Section 1705A.12.5 of the CBC [OSHPD 1 & 4]. 2. Where gypsum wallboard is used in suspended ceiling installations, additional inspection shall be in accordance with CBC Section 2503.2 [OSHPD 1, 1R, 2, 4 & 5]. 2.2. DSA: The Fire- and Nonfire-Resistance-Rated Suspended Ceiling Systems, described in Section 2.0 through 7.0 of the evaluation report ESR-1308, comply with CBC Chapters 8, 16, 17 and 25, with applicable amendments, and Chapters 16A and 17A, 2130 E 17th St - 10111279406/07/23 ESR-1308 | Most Widely Accepted and Trusted Page 21 of 21 provided the design and installation are in accordance with the 2018 International Building Code (IBC) provisions noted in the evaluation report, and the additional requirements in Sections 2.2.1 through 2.2.2 of this supplement: 2.2.1. Conditions of Use: 1. All loads applied shall be determined by a registered structural engineer and shall comply with applicable loads from CBC Chapter 16 and its amendments, and Chapter 16A. 2. Section 13.5.6.2 of ASCE 7 shall be revised in accordance with CBC Section 1617.11.16 [DSA-SS/CC] and Section 1617A.1.21 [DSA-SS]. 3. Design and installation shall comply with the requirements of DSA Interpretation of Regulations (IR) DSA IR 25-2.13 and DSA IR 25-3.13 as applicable. 2.2.2. Special Inspection Requirements: 1. Periodic special inspection is required, in accordance with Section 1705A.12.5 of the CBC [DSA-SS & DSA-SS/CC]. 2. Where gypsum wallboard is used in suspended ceiling installations, additional inspection shall be in accordance with CBC Section 2503.2 [DSA-SS, DSA-SS/CC]. This supplement expires concurrently with the evaluation report, reissued December 2022. 2130 E 17th St - 10111279406/07/23 Larson Engineering, Inc. 1488 Bond Street, Suite 100 Naperville, IL 60563-6503 630.357.0540 www.larsonengr.com Hibbett Sports 1540 Santa Ana, California Structural Calculations Book 1 of 1 Calculation Release #1 Prepared for Sevan Multi-Site Solutions LLC Downers Grove, Illinois Larson Engineering, Inc. Naperville, Illinois Project Number 21230169.000 © 2023 Larson Engineering, Inc. All rights reserved. Digitally signed by Joseph B. Tinder Date: 2023.04.04 14:07:55-05'00' 2130 E 17th St - 10111279406/07/23 SHEET NUMBER RE V I S I O N S SH E E T M A N A G M E N T PR O J E C T I N F O R M A T I O N PR O J E C T N O . : DA T E I S S U E D : DR A W N B Y : RE V I E W E D B Y : SEAL Corporate Office: 3025 Highland Parkway | Suite 850 Downers Grove, IL 60515 info@sevansolutions.com www.sevansolutions.com INTEGRITY | RESPECT | TEAMWORK EXCELLENCE | CHARITY DESIGN SOLUTIONS, P.C. 27 0 0 M I L A N C O U R T , B I R M I N G H A M , A L 3 5 2 1 1 CO N T A C T H I B B E T T C O N S T R U C T I O N D E P A R T M E N T @ ( 2 0 5 ) 9 4 2 - 4 2 9 2 1 5 4 0 08 / 0 5 / 2 2 RN / F S / M M / R M JD 21 3 0 E 1 7 T H S T . SA N T A A N A , C A 9 2 7 0 5 NO . D A T E DE S C R I P T I O N - - - 1 1 / 1 2 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S 2 3/ 2 0 / 2 0 2 3 PL A N R E V I E W R E V I S I O N S - - - - - - CONTRACTOR NOTES: SCALE: 1 A1.0 FLOOR PLAN 3/16" = 1'-0" ENSURE THERE IS GYP. BD. INSTALLED TO THE DECK ON HIBBETT'S SIDE OF DEMISING WALLS, SEE T1.0 FOR RESPONSIBILITY. HIBBETT SPORTING GOODS, INC. IS RESPONSIBLE FOR THE DESIGN INTERPRETATION OF THE CONSTRUCTION DOCUMENTS. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR APPROVAL WILL BE CORRECTED BY THE CONTTRACTOR AT THE CONTRACTOR'S COST. FIRE EXTINGUISHER, ELECTRICAL PANELS, TELEPHONE EQUIPMENT BOARDS, ETC., SHALL BE LOCATED IN ACCORDANCE WITH REQUIREMENTS SET BY THE GOVERNING AGENCIES. ANY LOCATIONS NOT SHOWN SHALL BE VERIFIED WITH HIBBETT SPORTING GOODS, INC. PRIOR TO ROUGH-IN AND INSTALLATION. MAINTAIN INTEGRITY OF FIRE WALL RATING REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY THEIR SUBCONTRACTOR'S WORK. IN THE CONTRACTOR ENCOUNTERS MATERIAL ON THE SITE BELIEVED TO BE ASBESTOS, POLYCHLORINATED BIPHENYL (PCB), OR OTHER TOXIC MATERIAL WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION IN WRITING TO THE OWNER AND HIBBETT SPORTING GOODS, INC. THE CONTRACTOR SHALL VERIFY THE CONSTRUCTION OF EXISTING FIRE RATED ASSEMBLIES (PARTITIONS, FLOORS, ROOFS, DOORS, AND FRAMES) MEET THE RATINGS DESIGNATED ON THE DRAWINGS. IF DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR SHALL MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO ATTAIN THE PROPER RATINGS AND TO MEET LOCAL GOVERNING CODES. CONTRACTOR IS TO MAINTAIN ALL EXISTING AND NEW FIRE RATED CONSTRUCTION. PATCH AND SEAL ALL PENETRATIONS AS REQUIRED TO MAINTAIN FIRE RATINGS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF AS-BUILT CONSTRUCTION, AND NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE AS-BUILT CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL REMOVE ALL ABANDONED SYSTEMS AND CAP OR REMOVE EXISTING BRANCH LINES AS INDICATED IN THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. IF AN EXISTING SYSTEM IS TO REMAIN, RELOCATE AND/OR REROUTE AS REQUIRED. THE CONTRACTOR SHALL SURVEY AND DETERMINE THE REMOVAL OF EXISTING CONSTRUCTION, EITHER WHOLE OR IN PART, AS REQUIRED FOR THE INSTALLATION OF NEW MECHANICAL, PLUMBING, AND ELECTRICAL WORK. THE CONTRACTOR SHALL NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY CONSTRUCTION DEFECTS FOUND WHEN UNCOVERING WORK AT THE CONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING DEFECTIVE WORK IN EXISTING CONSTRUCTION WITHIN THE LIMITS OF THE CONSTRUCTION AREA. THIS INCLUDES, BUT IS NOT LIMITED TO, UNEVEN SURFACES AND FINISHES AT PLASTER OR GYPSUM BOARD. THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH NEW ADJACENT SURFACES. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR HIBBETT SPORTING GOODS, INC. APPROVAL WILL BE CORRECTED BY THE CONTRACTOR AT CONTRACTOR'S COST. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF AS-BUILT CONSTRUCTION, AND NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE AS-BUILT CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS ARE NOT ADJUSTABLE UNLESS NOTED WITH PLUS/MINUS TOLERANCE. DIMENSIONS ARE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCRETE - FROM FACE OF CONCRETE TO FACE OF CONCRETE MASONRY - FROM FACE OF MASONRY TO FACE OF MASONRY OR FINISHED FACE OF INTERIOR WALL INTERIOR WALLS - FROM FINISHED FACE OF GYP BD TO FINISHED FACE OF GYP BD UNLESS NOTED OTHERWISE INTERIOR ELEVATION - FROM FINISHED FLOOR TO FINISHED CEILING OR FINISHED WALL TO FINISHED WALL DOOR SHALL BE LOCATED WITH 18" MIN. CLEAR ON LATCH PULL SIDE AND 12" MIN. CLEAR ON LATCH PUSH SIDE, UNLESS OTHERWISE NOTED. DIMENSION NOTES: 1 SCALE: 2 A1.0 COLUMN DETAIL 3/4" = 1'-0" PARTITION KEY NOTE EXISTING WALLS TO REMAIN LEGEND: EXISTING PERIMETER/DEMISING WALLS NEW FULL HEIGHT PARTITION X NEW 4'-0" PARTITION A1.0 DI M E N S I O N E D F L O O R P L A N 1 1 1 2 2 2 2 2 DA T A RA C K STOCK AREA 101 TLT ROOM 102 TLT ROOM 103 FITTING ROOM 104 PLY ALONG ALL EXTERIOR WALLS, TYP. SEE DETAIL A/A2.3 FITTING ROOM BENCH. SEE DETAIL 9/A2.2 SAW CUT AND REMOVE EXISTING CONCRETE SLAB AS REQUIRED TO INSTALL NEW CONDUITS FOR POWER AND DATA. PATCH SLAB AS REQUIRED TO MATCH EXISTING ADJACENT FLOOR CONSTRUCTION. SEE SHEETS E1.0 & E4.0 FOR DETAILS. 5 1'-0" SENSORMATIC PEDESTALS (2 TYP) P5 EXISTING ADJACENT RETAIL TENANT (NO WORK) 6' - 0 " 4' - 0 " 8' - 0 " 478" 5' - 1 0 5 8" 5' - 6 1 4" 68 ' - 1 1 7 8" ± 9 5 ' - 5 7 8" E X T E N T O F D E M I S E D A R E A 7'-0"7'-01 4"4'-1 3 4"4 7 8 "38'-23 4" ± 60'-05 8" EXTENT OF DEMISED AREA 1 9 ' - 9 1 4" 4'-83 8"1'-61 2"1'-61 2" 1 ' - 1 3 4" 1'-4" 11'-1 3 8" 47 8" 7'-8" 47 8" 21'-5"17'-21 4" 4' - 8 5 8" 21 ' - 1 0 " 4' - 8 " 5' - 3 1 2 " 6' - 2 1 8" 6' - 0 " 6' - 2 1 8 " 1 9 ' - 0 1 2" 1 9 ' - 9 5 8" 1 ' - 0 " 8" 918" 3' - 0 " 6' - 0 " 3' - 0 " 63 ' - 0 " 3' - 0 " 734" 3' - 0 " 1 1 ' - 0 7 8" 19'-1 1 2 " 71 8" 37'-51 4" 8' - 0 " 478" G.C. TO BUILD OUT COLUMN AROUND EXISTING BEAM. SEE DETAIL 2/A1.0 & ELEVATION 2/A2.2 FOR FURTHER INFORMATION. G.C. TO BUILD OUT COLUMN AROUND EXISTING BEAM. SEE DETAIL 2/A1.0 & ELEVATION 2/A2.2 FOR FURTHER INFORMATION. 6" 6'-6"3'-0" 5 6R 3 4 4 P7 P7 P6 P8 P2 SALES AREA 100 93 ' - 8 1 2" I N S I D E T O I N S I D E P4 8'-03 4" 6"8" 3'-61 4" 1 ' - 1 3 4" 1 ' - 4 " 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) 2 7 5" 8" 5" 8' - 3 7 8" 6' - 0 1 2" 478" 30 ' - 9 1 8" 13'-1 1 2" SIM. SIM. P9 P3 1 P11 P1 3'-41 4" P9 P9 P10 CORRIDOR 105 PLY 9" 3'-0" PLY 1 ' - 7 1 2" 3' - 0 " EXISTING F.H. DEMISING WALL LINE OF EXISTING OVERHANG ABOVE LINE OF EXISTING OVERHANG ABOVE 2' - 4 1 2" 478" 3' - 6 " 1 1 ' - 4 5 8" 3'-6" 47 8" 10'-71 4" 10'-23 8" 1 0 ' - 1 1 3 4" 8 NEW SECURITY GATE (INTERIOR @ ENTIRE STOREFRONT AND ENTRY DOOR(S).) SIM. 418" 1 4 ' - 8 5 8" NE W 1 - H O U R F I R E R A T E D W A L L 8'-55 8" 1-HOUR FIRE RATED WALL SIM. P5 SIM. EXTEND EXISTING PARTITION UP TO UNDERSIDE OF ROOF DECK ABOVE & PROVIDE 1 LAYER 5/8" FIRE CODE DRYWALL UP TO UNDERSIDE OF DECK ABOVE EXISTING WALL NEW WALL P2 SIM. P12 P12 EXISTING TRUSSES RUN FRONT TO BACK - - WALL PARTITION 1 HOUR RATED ANSI/UL 263 - DESIGN NO. U419 PARTITION LEGEND TOILET ROOM NOTE: DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD, U.N.O. FITTING ROOM PARTITION P2 P4 P3 P1 P6 FITTING ROOM/STOCK ROOMP7 EXISTING PLUMBING WALLP11 EXISTING EXTERIOR WALLP9 EXISTING DEMISING WALLP10 DISPLAY WALL PARTITION P5 3 5/8"-20 GA. STEEL STUDS @ 16" O.C. W/ TYPE "X" 5/8" GYP. BD. ON EACH SIDE NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES TLT ROOM TLT ROOM SEE FINISH NOTES FOR FLOOR FINISH 5 1/2" 20 GA. METAL STUD CROSS BRACE @ 32" O.C.. CONNECTED TO CEILING JOISTS WITH #10 SCREW AT 32" O.C. CONTINUOUS METAL STUD TOP TRACK 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. SALES AREA NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH EXISTING ROOF DECK EXISTING LVL ROOF FRAMING CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. CEILING TILE & GRID CORRIDOR STOCK ROOM SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL STUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS SALES AREA STOREFRONT FITTING ROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS TOP TRACK 4 #4 10-16 FASTENERS, TYP. CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @16" O.C. STOCK ROOM 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM FITTING ROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. SALES AREA 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM CEILING TILE & GRID WALL PARTITION 1 HOUR RATED ANSI/UL 263 - DESIGN NO. U419 P8 STOCK ROOM/SALES AREA STOCK ROOM NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES SEE FINISH NOTES FOR FLOOR FINISH CONTINUOUS TOP TRACK 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ALTERNATE, EA. DIRECTION. CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL ON EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. SALES AREA CEILING TILE & GRID EXISTING ROOF DECK EXISTING ROOF TRUSS SCW 3.25 CLIP NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES NEW WALL: 5/8" FIRECODE DRYWALL EACH SIDE OF 3 5/8" MTL STUDS @ 16" O.C. EXIST. PARTITION: (± 12'-0" HIGH) REMOVE EXIST. DW & PROVIDE NEW 5 8" FIRECODE DRYWALL EACH SIDE OF STUDS TYP. FLOOR TO DECK. 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ATT. TOP & BOTTOM CONT. TRACK ATT TO VERTICAL WALL STUDS (TOILET SIDE) EXISTING FLOOR SECTION THRU MODIFIED PARTITION UL - DESIGN NO U419 P12 SCRIBE DRYWALL TIGHT TO DECK ABOVE. PROVIDE CONTINUOUS FIRE CAULK BOTH SIDES OF THE WALL. 3 5/8" MTL STUD ATTACHED TO CROSS STUD - TYP. @ DIAGONAL BRACE LOCATIONS. TOILET ROOM WALL PARTITION 1 HR RATED ANSI/UL 263 - DESIGN NO U419 TLT ROOM CORRIDOR SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL STUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS W/2 #10 SCREWS PER STUD EXISTING ROOF DECK CONTINUOUS 16" GA TOP TRACK W/3" SLOTTED LEG - ATTACHED TO STUDS W/ #12 TEK SCREWS @ 16" O.C. EACH SIDE SIMPSON SCW 3.25 W/2 #14 SHOULDERED SCREWS IN THE VERTICALLY SLOTTED HOLES. SCREWS TO BE CENTERED IN THE SLOTS. ATTACH CLIP TO CONT. TOP TRACK ABOVE W/2 #4 SCREWS. SCRIBE DW TIGHT TO DECK ABOVE &PROVIDE CONTINUOUS FIRE CAULK BOTH SIDES OF THE WALL. 3 5/8"-20 GA. STEEL STUDS @ 16" O.C. W/ TYPE "X" 5/8" GYP. BD. ON EACH SIDE 1 1 4" 550S162-33 BETWEEN TRUSSES AT 48" OC. CONN TO TRACK W/ SIMPSON SSC4.25 W/ (2) #10 EA LEG EA END 550T150-33 @48" O.C. FLAT AGAINST STUD. SCREW TO EXIST TRUSS W/ (3) #12 T & B (2)#8 SCREW TO CONNECT TRACK INTO STUD CORRIDOR SALES AREA SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES CONTINUOUS METAL FLOOR TRACK W/ SIMPSON PDPA-150 POWDER ACTIVATED FASTENERS @ 32" O.C. EXISTING TRUSS HOLD STUD MIN. 1 1/4" CLEAR SPACE BELOW TRACK 1 1 / 4 " SCRIBE DOWN TO DECK ABOVE CEILING TILE & GRID 5 1/2" CONTINUOUS METAL STUD TRACK ATTACHED TO VERTICAL STUDS 5/8" DRYWALL OVER 5 1/2" 20 GA. METAL SUDS @ 16" O.C. SPAN IN SHORT DIRECTION OF ROOM FIRE CAULK AS REQ'D 3 5/8"-20 GA. STEEL STUDS @ 16" O.C. W/ TYPE "X" 5/8" GYP. BD. ON EACH SIDE 550S162-33 SET BETWEEN TRUSSES, ATTACH TO VERTICAL TRACKS @ EA. TRUSS W/ 2 #10 - 1 EA. SIDE - TYP ALONG LENGTH OF WALL (2) #8 SCREW AT EA STUD #8 SCREW T&B JOIST TO TRACK 550T150-33 SCREW TO EXIST TRUSS W/ (3) #12 T&B (2) #14 SHOULDERED SCREWS SIMPSON SCW3.25 CLIP @ EA STUD - TIE TO CROSS STUD (2) #12 AT EA CLIP #8 SCREWS NS & FS TRACK TO STUD (2) #10 SCREWS TO CONNECT TRACK TO BLOCKING -TYP @ 16" O.C. (2) #8 TO CONNECT TRACK TO VERT. STUD SIMPSON S24.25 CLIP AT EACH END OF BRACE - TOP & BOTTOM 550S162-33 BETWEEN TRUSSES AT 48" OC. CONN. TO VERT. TRACK W/ SIMPSON SSC4.25 W/ (2) #10 EA LEG EA END SIMPSON SSC4.25 CLIP TOP AND BOTTOM AT EA DIAG. BRACE; SCREW FASTEN TO STOP TRACK AND DIAGONALS SIMPSON SSC4.25 CLIP W/ 2 #10 EA. LEG, EA END TO CONNECT CROSS TIE TO VERT. STUDS 550S162-33 T&B BETWEEN TRUSSES AT 48" OC. CONN TO VERT. TRACK W/ SIMPSON SSC4.25 W/ (2) #10 EA LEG EA END (2) #8 SCREWS FROM TRACK INTO VERTICAL STUDS #8 SCREW T&B JOIST TO TRACK SIMPSON SSC4.25 CLIP AT EA DIAG. BRACE 550S162-33 T&B BETWEEN TRUSSES AT 48" OC. CONN TO TRACK W/ SIMPSON SSC4.25 W/ (2) #10 EA LEG EA END SIMPSON LS30 W/(6) #10 TYP AT BUTTED STUDS 550T150-33 @48" O.C. FLAT SIDE AGAINST STUD SCREW TO EXIST TRUSS W/ (3) #12 T & B 362S125.33 DIAG. BRACING STUDS ATTACHED TO CROSS STUDS W/ (4) #10, TYP AT BACK TO BACK STUDS 550T150-33 @48" O.C. FLAT AGAINST STUD. SCREW TO EXIST TRUSS W/ (3) #12 T & B SSC4.25 CLIP SSC4.25 CLIP SIMPSON S24.25 CLIP AT DIAGONAL TO CROSS STUD 550T150-33 VERT. STUD, SCREW FASTEN TO EXIST. TRUSS W/ (3) #12 SCREWS - T & B, TYP @48" O.C. CONT. 362T100-33 TOP TRACK 3" W/ SLOTTED LEGS 550T150-33 VERT. STUD, SCREW FASTEN TO EXIST. TRUSS W/ (3) #12 SCREWS - T & B, TYP @48" O.C. VERT. STUD TRACK @ ALT. DIAGONAL, BEYOND. 550T150.33 VERT. STUD @48" O.C. SCREW FASTEN FLAT SIDE OF STUD TO EXISTING TRUSS W/ 3 #12 T+B550T150-33 @48" O.C. FLAT SIDE AGAINST STUD SCREW TO EXIST TRUSS W/ (3) #12 T & B SIMPSON SSC4.25 CLIP. CONNECT CROSS TIE STUDS TO VERT. STUD ATT. TO TRUSS W/ 4 #10 SCREWS, 2 IN EA. LEG 362S125.33 DIAG. BRACING STUDS, BUTT STUDS INTO CROSS STUDS, TIE W/ SIMPSON PLATES 1 1 2" 1 1/2" FROM TOP CHORD 6" SCW 3.25 CLIP ATTACHED TO TOP TRACK W/ 2 #4 SCREWS TYP, EA. STUD. 2 #14 SHOULDERED SCREWS CENTERED IN THE VERT. SLOTS 1 1/4" CLEAR TO T/STUD CONT. 362S100-33 TOP TRACK W/ 3" SLOTTED LEGS CONNECTION PERPENDICULAR TO EXIST. STRUCTURE CONNECTION PARALLEL TO EXIST. STRUCTURE SCW 3.25 CLIP ATTACHED TO TOP TRACK W/ 2 #4 SCREWS TYP, EA. STUD. 2 #14 SHOULDERED SCREWS CENTERED IN THE VERT. SLOTS 1 1/4" CLEAR TO T/STUD CONT. 362S100-33 TOP TRACK W/ 3" SLOTTED LEGS EXISTING ROOF DECK EXISTING LVL @24" O.C. 362S100.33 WALL STUDS @16" O.C. ATT. TO TOP OF TRACK W/ 1 #10 SCREW EA. SIDE 550T162-33 @48" O.C. ATT. TO LVLS W/ SSC4.25 CLIPS @ EA. END. PROVIDE 2 #14 SCREWS PER CONNECTION. B.O. CLG SEE RCP CONTINUOUS TOP TRACK 3 5/8" 20. GA DIAG. BRACES @ 48" O.C. ALTERNATE, EA. DIRECTION. EXISTING ROOF DECK SIMPSON SSC4.25 CLIP TOP AND BOTTOM AT EA DIAG. BRACE; SCREW FASTEN TO STOP TRACK AND DIAGONALS SIMPSON SSC4.25 CLIP W/ 2 #10 EA. LEG, EA END TO CONNECT CROSS TIE TO VERT. STUDS 550S162-33 T&B BETWEEN TRUSSES AT 48" OC. CONN TO VERT. TRACK W/ SIMPSON SSC4.25 W/ (2) #10 EA LEG EA END VERT. STUD TRACK @ ALT. DIAGONAL, BEYOND. 550T150.33 VERT. STUD @48" O.C. SCREW FASTEN FLAT SIDE OF STUD TO EXISTING TRUSS W/ 3 #12 T+B EXISTING ROOF DECK CONTINUOUS 16" GA TOP TRACK W/3" SLOTTED LEG - ATTACHED TO STUDS W/ #12 TEK SCREWS @ 16" O.C. EACH SIDE SIMPSON SCW 3.25 W/2 #14 SHOULDERED SCREWS IN THE VERTICALLY SLOTTED HOLES. SCREWS TO BE CENTERED IN THE SLOTS. ATTACH CLIP TO CONT. TOP TRACK ABOVE W/2 #4 SCREWS. SCRIBE DW TIGHT TO DECK ABOVE &PROVIDE CONTINUOUS FIRE CAULK BOTH SIDES OF THE WALL. 1 1 4" 550S162-33 BETWEEN TRUSSES AT 48" OC. CONN TO TRACK W/ SIMPSON SSC4.25 W/ (2) #10 EA LEG EA END 550T150-33 @48" O.C. FLAT AGAINST STUD. SCREW TO EXIST TRUSS W/ (3) #12 T & B 550T150-33 @48" O.C. FLAT AGAINST STUD. SCREW TO EXIST TRUSS W/ (3) #12 T & B SSC4.25 CLIP SSC4.25 CLIP GB1 P4 1x4 BASE TRIM AROUND FULL BOTTOM PERIMETER OF COLUMN, PAINT EXISTING STEEL TUBE COLUMN +-1'-4" +- 1 ' - 4 " T2 GYPSUM BOARD WRAPPED COLUMN STUDS, PAINT P2 1-5/8" 20 GA. MTL STUDS CORNER TRIM ALL CORNERS UP TO 10'-0" A.F.F., PAINT P2 T4 P4 1x4 TRIM AROUND FULL PERIMETER OF COLUMN AT 10'-4" A.F.F., PAINT T2 GB1 P4 1x4 BASE TRIM AROUND FULL BOTTOM PERIMETER OF COLUMN, PAINT EXISTING I-BEAM 1'-6 1/2" 1 ' - 1 3 / 4 " T2 GYPSUM BOARD WRAPPED COLUMN STUDS, PAINT P2 1-5/8" 20 GA. MTL STUDS CORNER TRIM ALL CORNERS UP TO 10'-0" A.F.F., PAINT P2 T4 P4 1x4 TRIM AROUND FULL PERIMETER OF COLUMN AT 10'-4" A.F.F., PAINT T2 1 of 23 2130 E 17th St - 10111279406/07/23 Larson Engineering, Inc. 1488 Bond Street, Suite 100 Naperville, IL 60563 630.357.0540 Hibbett Sports ___ _ __ Santa Ana, CA __ Loads Sheet No. __ Project No. _ 21230169.000 By MK _ Date 03/08/2023 Larson Load Determination Dead Load Wwall 5psf:= Wall = Drop Ceiling = DLDrp 4psf:= Gyp Ceiling = DLgyp 5psf:= Ceiling = Wceil max DLDrp DLgyp, ()5 psf=:= Conservatively use max ceiling weight *include self weight of CFS member Live Load = at gyp celingLL20psf:= Wind Load = for internal wind pressureWL5psf:= Seismic Load (see following calculation) 2 of 23 2130 E 17th St - 10111279406/07/23 Larson Engineering, Inc. 1488 Bond Street, Suite 100 Naperville, IL 60563 630.357.0540 Hibbett Sports ___ _ __ Santa Ana, CA __ Loads Sheet No. __ Project No. _ 21230169.000 By AL _ Date 03/08/2023 Fp.vert1 0.2 SDS Wceil()0.87 psf=:= Larson Seismic Load Calculation Seismic Parameters SDS 0.872:= ATC report attached Ip 1:= ASCE 7-16: Table 13.5-1 ap 1:= Coefficients for wall and ceiling analysisRp2.5:= Project Inputs h 20.0 ft:=Roof Height zc 12ft:= Height of Ceiling attachment, conservativel use max zw 0ft:= Height of wall attachment Seismic Force Calculation Wall Loading Fpa.wall 0.4 ap SDS Wwall Rp Ip 1 2 zw h + 0.7 psf =:=Equation 13.3-1 Fp.max.wall 1.6SDS Ip Wwall 6.98 psf=:= Equation 13.3-2 Fp.min.wall 0.3 SDS Ip Wwall 1.31 psf=:= Equation 13.3-3 Fp.wall if Fpa.wall Fp.max.wall>()Fp.max.wall, if Fpa.wall Fp.min.wall>Fpa.wall, F p.min.wall, (), 1.31 psf =:= Ceiling Load Fpa.c1 0.4 ap SDS Wceil Rp Ip 1 2 zc h +1.53 psf =:=Equation 13.3-1 Fp.max.c1 1.6SDS Ip Wceil 6.98 psf=:= Equation 13.3-2 Fp.min.c1 0.3 SDS Ip Wceil 1.31 psf=:= Equation 13.3-3 Fp.c1 if Fpa.c1 Fp.max.c1>()Fp.max.c1, if Fpa.c1 Fp.min.c1>Fpa.c1, F p.min.c1, (), 1.53 psf =:= 3 of 23 2130 E 17th St - 10111279406/07/23 3/6/2023 ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=33.759583&lng=-117.836113&address=2130 17th St%2C Santa Ana%2C CA 92705%2C USA 1/2 This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Hazards by Location Search Information Address: 2130 17th St, Santa Ana, CA 92705, USA Coordinates: 33.759583, -117.836113 Elevation: 173 ft Timestamp: 2023-03-06T22:17:17.063Z Hazard Type: Seismic Reference Document: ASCE7-16 Risk Category: II Site Class: D Basic Parameters Name Value Description SS 1.308 MCER ground motion (period=0.2s) S1 0.466 MCER ground motion (period=1.0s) SMS 1.308 Site-modified spectral acceleration value SM1 * null Site-modified spectral acceleration value SDS 0.872 Numeric seismic design value at 0.2s SA SD1 * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 Additional Information Name Value Description SDC * null Seismic design category Fa 1 Site amplification factor at 0.2s Fv * null Site amplification factor at 1.0s CRS 0.934 Coefficient of risk (0.2s) CR1 0.927 Coefficient of risk (1.0s) PGA 0.547 MCEG peak ground acceleration 173 ft Map data ©2023 Google, INEGI Report a map error 4 of 23 2130 E 17th St - 10111279406/07/23 3/6/2023 ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=33.759583&lng=-117.836113&address=2130 17th St%2C Santa Ana%2C CA 92705%2C USA 2/2 FPGA 1.1 Site amplification factor at PGA PGAM 0.602 Site modified peak ground acceleration TL 8 Long-period transition period (s) SsRT 1.308 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.401 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1RT 0.466 Probabilistic risk-targeted ground motion (1.0s) S1UH 0.503 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.558 Factored deterministic acceleration value (PGA) * See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. 5 of 23 2130 E 17th St - 10111279406/07/23 Larson Engineering, Inc. Loading Dead Loads Wall 5 psf Ceiling 5 psf Conservatively use gyp ceiling Live Load Ceiling 20 psf at gyp ceiling only Interior Pressure 5 psf Seismic Wall 1.31 psf Ceiling 1.53 psf Lateral 0.87psf Vertical Partition Label Stud Spacing Ceiling Span Wall DL Wall IP Wall Seismic Ceiling DL Ceiling LL P1, P2, P4, P6 (Controls) 16.00 in 21.20 ft 6.67 plf 6.67 plf 1.75 plf 13.87 lbf 55.47 lbf 43.24 lbf 24.59 lbf P3 (Controls), P5, P7, P8 16.00 in 22.58 ft 6.67 plf 6.67 plf 1.75 plf 25.53 lbf 102.13 lbf 46.06 lbf 26.19 lbf P12 16.00 in 5.29 ft 6.67 plf 6.67 plf 1.75 plf 35.27 lbf 141.07 lbf 10.79 lbf 6.14 lbf Ceiling Joist Joist Spacing Ceiling Span Ceiling DL Ceiling LL Ceiling EL Corridor 16.00 in 10.58 ft 6.67 plf 26.67 plf 1.16 plf Ceiling Seismic Lateral Ceiling Seismic Vertical SUBJECT: Hibbett Sports SHEET NO. 1488 Bond Street, Suite 100 Naperville, IL 60563-6503 630.357.0540 Fax: 630.357.0164 www.larsonengr.com Santa Ana, CA PROJECT NO. 21230169.000 Loads BY MK DATE 03/10/2023 Tributary 03/31/2023 (4.15'+38.23')/2 (7.67'+37.5')/2 10.58'/2 at gyp ceilings only 03/30/2023 6 of 23 2130 E 17th St - 10111279406/07/23 LEI MK 21230169.000 Hibbett Sports SK - 1 Mar 30, 2023 at 10:58 AM CFS Check MK.r2d P6 N2 P3 N8 P12 N12 N13 N9 N10 N11 N11A N12A M1 M4 M6 M7M6A M7A M7B Y XZ 7 of 23 2130 E 17th St - 10111279406/07/23 LEI MK 21230169.000 Hibbett Sports SK - 2 Mar 30, 2023 at 10:58 AM CFS Check MK.r2d P6 N2 P3 N8 P12 N12 N13 N9 N10 N11 N11A N12A 36 2 S 1 6 2 - 3 3 36 2 S 1 6 2 - 3 3 36 2 S 1 6 2 - 3 3 36 2 S 1 6 2 - 3 3 362 S162-33 362S162-33 550S162-33 Y XZ 8 of 23 2130 E 17th St - 10111279406/07/23 LEI MK 21230169.000 Hibbett Sports SK - 3 Mar 30, 2023 at 10:59 AM CFS Check MK.r2d P6 N2 P3 N8 P12 N12 N13 N9 N10 N11 N11A N12A -26.7lb/ft-55.5lb -102.2lb -141.1lb Y XZ Loads: BLC 2, Live Load 9 of 23 2130 E 17th St - 10111279406/07/23 LEI MK 21230169.000 Hibbett Sports SK - 4 Mar 30, 2023 at 10:59 AM CFS Check MK.r2d P6 N2 P3 N8 P12 N12 N13 N9 N10 N11 N11A N12A 6.7lb/ft 6.7lb/ft 6.7lb/ft 6.7lb/ft 87.2lb 40.2lb Y XZ Loads: BLC 3, Wind Load 10 of 23 2130 E 17th St - 10111279406/07/23 LEI MK 21230169.000 Hibbett Sports SK - Apr 3, 2023 at 6:33 PM CFS Check MK_NHF.r2d P6 N2 P3 N8 P12 N12 N13 N9 N10 N11 N11A N12A M1 M4 M6 M7M7M6A M7A M7B 1.8lb/ft 1.8lb/ft 1.8lb/ft 1.8lb/ft -1.2lb/ft 108.6lb 18lb 43.3lb -24.6lb 46.1lb -26.2lb -6.2lb 10.8lb Y XZ Loads: BLC 4, Seismic Load 11 of 23 2130 E 17th St - 10111279406/07/23 LEI MK 21230169.000 Hibbett Sports SK - Apr 3, 2023 at 6:35 PM CFS Check MK_NHF.r2d P6 N2 P3 N8 P12 N12 N13 N9 N10 N11 N11A N12A .9 6 .7 3 .8 6 .9 5 .9 5 .18 .18 .70 Y XZ Code Check ( Env ) No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0.-.50 Member Code Checks Displayed (Enveloped) Envelope Only Solution 12 of 23 2130 E 17th St - 10111279406/07/23 Company : LEI Apr 3, 2023 6:39 PMDesigner : MK Job Number : 21230169.000 Checked By:_____ Model Name : Hibbett Sports Cold Formed Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E5 F)Density[k/ft^3] Yield[ksi] Fu[ksi] 1 A653 SS Gr33 29500 11346 0.3 0.65 0.49 33 45 2 A653 SS Gr50/1 29500 11346 0.3 0.65 0.49 50 65 Joint Coordinates and Temperatures Label X [ft]Y [ft]Temp [F] 1 P6 0 0 0 2 N2 0 20 0 3 P3 15 0 0 4 N8 15 13 0 5 P12 30 0 0 6 N12 30 20 0 7 N13 30 12 0 8 N9 9.5 18.5 0 9 N10 30 15.5 0 10 N11 25.5 20 0 11 N11A 45 8 0 12 N12A 55.83 8 0 Joint Boundary Conditions Joint Label X [k/in]Y [k/in]Rotation[k-ft/rad] 1 P6 Reaction Reaction 2 N2 Reaction 3 P3 Reaction Reaction 4 N8 5 P12 Reaction Reaction 6 N12 Reaction 7 N9 Reaction Reaction 8 N10 9 N11 Reaction Reaction 10 N11A Reaction Reaction 11 N12A Reaction Reaction Member Primary Data Label I Joint J Joint Rotate...Section/Shape Type Design List Material Design R... 1 M1 P6 N2 362S162-33 Column CU A653 SS Gr33 Typical 2 M4 P3 N8 362S162-33 Column CU A653 SS Gr33 Typical 3 M6 P12 N13 Stud_2 Column CU A653 SS Gr33 Typical 4 M7 N13 N12 362S162-33 Column CU A653 SS Gr33 Typical 5 M6A N9 N8 362S162-33 Column CU A653 SS Gr33 Typical 6 M7A N11 N10 362S162-33 Column CU A653 SS Gr33 Typical 7 M7B N11A N12A 550S162-33 Beam None A653 SS Gr33 Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Ratio Options TOM Inactive 1 M1 Yes ** NA ** 2 M4 Yes ** NA ** 3 M6 Yes ** NA ** 4 M7 PIN Yes ** NA ** 5 M6A PIN Yes ** NA ** 6 M7A PIN Yes ** NA ** RISA-2D Version 19.0.0 Page 1 [\...\...\...\...\...\Project Docs\Calcs\CFS Check MK_NHF.r2d] Company : LEI Apr 3, 2023 6:39 PMDesigner : MK Job Number : 21230169.000 Checked By:_____ Model Name : Hibbett Sports Member Advanced Data (Continued) Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Ratio Options TOM Inactive 7 M7B Yes Member Point Loads (BLC 1 : Dead Load) Member Label Direction Magnitude[lb,k-ft]Location[ft,%]Inactive 1 M1 Y -13.9 8 Active 2 M4 Y -25.6 12 Active 3 M6 Y -35.3 8 Active Member Point Loads (BLC 2 : Live Load) Member Label Direction Magnitude[lb,k-ft]Location[ft,%]Inactive 1 M1 Y -55.5 8 Active 2 M4 Y -102.2 12 Active 3 M6 Y -141.1 8 Active Member Point Loads (BLC 4 : Seismic Load) Member Label Direction Magnitude[lb,k-ft]Location[ft,%]Inactive 1 M1 X 43.3 8 Active 2 M1 Y -24.6 8 Active 3 M4 X 46.1 12 Active 4 M4 Y -26.2 12 Active 5 M6 Y -6.2 8 Active 6 M6 X 10.8 8 Active Member Distributed Loads (BLC 1 : Dead Load) Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[lb...Start Locat... End Location[ft,%] Inactive 1 M1 Y -6.7 -6.7 0 0 Active 2 M4 Y -6.7 -6.7 0 0 Active 3 M6 Y -6.7 -6.7 0 0 Active 4 M7 Y -6.7 -6.7 0 0 Active 5 M7B Y -6.7 -6.7 0 0 Active Member Distributed Loads (BLC 2 : Live Load) Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[lb...Start Locat... End Location[ft,%] Inactive 1 M7B Y -26.7 -26.7 0 0 Active Member Distributed Loads (BLC 3 : Wind Load) Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[lb...Start Locat... End Location[ft,%] Inactive 1 M1 X 6.7 6.7 0 0 Active 2 M4 X 6.7 6.7 0 0 Active 3 M6 X 6.7 6.7 0 0 Active 4 M7 X 6.7 6.7 0 0 Active Member Distributed Loads (BLC 4 : Seismic Load) Member Label Direction Start Magnitude[lb/ft,F,ksf] End Magnitude[lb...Start Locat... End Location[ft,%] Inactive 1 M1 X 1.8 1.8 0 0 Active 2 M4 X 1.8 1.8 0 0 Active 3 M6 X 1.8 1.8 0 0 Active 4 M7 X 1.8 1.8 0 0 Active 5 M7B Y -1.2 -1.2 0 0 Active RISA-2D Version 19.0.0 Page 2 [\...\...\...\...\...\Project Docs\Calcs\CFS Check MK_NHF.r2d] 13 of 23 2130 E 17th St - 10111279406/07/23 Company : LEI Apr 3, 2023 6:39 PMDesigner : MK Job Number : 21230169.000 Checked By:_____ Model Name : Hibbett Sports Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 Dead Load None -1 3 5 2 Live Load None 3 1 3 Wind Load None 2 4 4 Seismic Load None 2 6 5 Load Combinations Description S... P... S... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... 1 DL+LL Yes Y 1 1 2 1 2 DL+WL Yes Y 1 1 3 -1 3 DL+0.7EL Yes Y 1 1.13 4 -0.7 4 DL Y 1 1 5 LL Y 2 1 6 WL Y 3 1 7 EL Y 4 1 Envelope Node Reactions Node Label X [lb] LC Y [lb] LC Moment [k-ft]LC 1 P6 max 67 2 221.231 1 0 3 2 min 0 1 165.731 2 0 1 3 N2 max 67 2 0 3 0 3 4 min 0 1 0 1 0 1 5 P3 max 43.54 2 258.543 2 0 3 6 min -0.003 1 229.96 1 0 1 7 P12 max 39.356 2 383.783 2 0 3 8 min -0.012 1 264.607 3 0 1 9 N12 max -0.015 1 0 3 0 3 10 min -58.896 2 0 1 0 1 11 N9 max 130.76 2 3.464 1 0 3 12 min 0.003 1 -127.318 2 0 1 13 N11 max 193.741 2 2.81 1 0 3 14 min 0.027 1 -190.978 2 0 1 15 N11A max 0 3 186.886 1 0 3 16 min 0 1 42.306 2 0 1 17 N12A max 0 3 186.886 1 0 3 18 min 0 1 42.306 2 0 1 19 Totals: max 482.5 2 1162.332 1 20 min 0 1 574.371 2 Envelope AISI S100-16: ASD Cold Formed Steel Code Checks Member Shape Code C... Loc[ft] LC Shear C... Loc[ft] LC Pn/Om[lb] Tn/Om[lb] Mn/Om[k-ft] Vn...Cb Eqn 1 M1 362S162-33 0.963 9.583 2 0.065 20 2 1112.619 5177.246 0.375 10... 1 H1.2-1 2 M4 362S162-33 0.733 5.552 2 0.043 13 2 510.651 5177.246 0.448 10... 1 H1.2-1 3 M6 362S162-33 0.861 5.125 2 0.039 12 2 578.727 5177.246 0.445 10... 1 H1.2-1 4 M7 362S162-33 0.952 3.5 2 0.104 3.5 2 1086.682 5177.246 0.45 10... 1 H1.2-1 5 M6A 362S162-33 0.177 4.213 2 0.003 7.778 3 1135.125 5177.246 0.332 10...1.... H1.2-1 6 M7A 362S162-33 0.184 3.447 2 0.002 6.364 3 1557.909 5177.246 0.401 10...1.... H1.2-1 7 M7B 550S162-33 0.703 5.415 1 0.268 10.83 1 2482.055 6461.677 0.72 69... 1 H1.2-1 RISA-2D Version 19.0.0 Page 3 [\...\...\...\...\...\Project Docs\Calcs\CFS Check MK_NHF.r2d] 14 of 23 2130 E 17th St - 10111279406/07/23 Larson Engineering, Inc. 1488 Bond Street, Suite 100 Naperville, IL 60563 630.357.0540 Hibbett Sports ___ _ __ Santa Ana, CA __ Connections Sheet No. __ Project No. _ 21230169.000 By MK _ Date 03/10/2023 Larson Ceiling Joist to Stud Connection Loading Vmax 186.9lbf := See RISA N11A Screw Capacity VA 2 164lbf 328 lbf=:= Vmax VA 0.57 =< 1.0 Provide (2) #8 screws connecting the track to each stud (at 16" OC) Track Capacity: AISI S240 Section B3.2.5.1 Fy 33ksi:= Fut 45ksi := Ω 1.7:= Coefficients Properties C 3.7:= R 0.076in:= stud inside bend radius CR 0.19:= N 1.25in:= stud bearing length (flange length) h 5.5in 2 R- 5.348 in =:= depth of flat portion of stud webCN0.74:= ts 0.035in:= stud thickness Ch 0.019:= S 16in:=stud spacing tt 0.035in:= track thickness Pns C ts 2 Fy 1 CR R ts -1 CN N ts + 1 Ch h ts -0.447 kip =:= Pns.A Pns Ω 263 lbf=:= wst 20 tt 0.56in+1.26 in=:= Pnt 0.6 tt wst Fut 1191 lbf =:= Pnt.A Pnt Ω 700 lbf=:= Vmax min Pns.A Pnt.A, ()0.711 =< 1.0 Track is sufficient 15 of 23 2130 E 17th St - 10111279406/07/23 Larson Engineering, Inc. 1488 Bond Street, Suite 100 Naperville, IL 60563 630.357.0540 Hibbett Sports ___ _ __ Santa Ana, CA __ Connections Sheet No. __ Project No. _ 21230169.000 By MK _ Date 03/10/2023 Larson Stud Base Connection Loading Vmax 67lbf:= see RISA P6 Tmax 3lbf:= Uplift see RISA P3 Anchors: 0.157" PDPA @ 32" oc VA 360lbf:= see Simpson-Tie Report & ESR Report TA 375lbf:= Unity 2Vmax VA 2Tmax TA +0.388 =:=< 1.0 Ok Provide Simpson-Tie 0.157" PDPA @ 32" OC with 1.5" min embed Track Capacity: AISI S240 Section B3.2.5.1 Fy 33ksi:= Fut 45ksi := Ω 1.7= Coefficients Properties C 3.7:= R 0.076in:= stud inside bend radius CR 0.19:= N 1.5in:= stud bearing length (flange length) h 3.625in 2 R-3.473 in =:= depth of flat portion of stud webCN0.74:= ts 0.035in:= stud thickness Ch 0.019:= S 16in:=stud spacing tt 0.035in:= track thickness Pns C ts 2 Fy 1 CR R ts -1 CN N ts +1 Ch h ts -0.51 kip =:= Pns.A Pns Ω 300 lbf=:= wst 20 tt 0.56in+1.26 in=:= Pnt 0.6 tt wst Fut 1191 lbf =:= Pnt.A Pnt Ω 700 lbf=:= Vmax min Pns.A Pnt.A, ()0.223 =< 1.0 Track is sufficient 16 of 23 2130 E 17th St - 10111279406/07/23 Hibbett Sports ___ _ __ Santa Ana, CA __ Connections Sheet No. __ Project No. _ 21230169.000 By MK _ Date 03/08/2023 Larson Engineering, Inc. 1488 Bond Street, Suite 100 Naperville, IL 60563 630.357.0540 Larson Partition P6 Connections Connection of Stud to Slip Track Slip required Gapreq 23ft 240 1.15 in=:= Provide min 1.25" slip Loading V 67lbf := see RISA N2 Track Capacity: AISI S240 Section B3.2.5.2.2 Fy 33ksi:= Fut 45ksi := Ω 2.8:= Properties S 16in:=stud spacing tt 0.035in:= track thickness e 1.25in:= design slip gap wdt 0.11 e0.5 tt 1.5 5.5+24.282 =:= < S 16 in= wdt S 16 in=:= Pndt wdt tt 2 Fy 4 e 129.36 lbf =:= Pndt.A Pndt Ω 46 lbf=:= Track is not sufficient provide slip clip Vmax Pndt.A 1.45 => 1.0 Slip Clip: Simpson SCW3.25 Provide Simpson SCW3.25 slip clip wtih (2) #14 shoulder screwsVall455lbf := > V.max OK Screw Capacity (2) #12 to track/blocking VA 2 164lbf 328 lbf =:= V.max OK Clip Blocking to Truss: SSC4.25 Vblock 5ft S Vmax 251.25 lbf =:= < VA 355lbf:= 17 of 23 2130 E 17th St - 10111279406/07/23 Larson Engineering, Inc. 1488 Bond Street, Suite 100 Naperville, IL 60563 630.357.0540 Hibbett Sports ___ _ __ Santa Ana, CA __ Connections Sheet No. __ Project No. _ 21230169.000 By MK _ Date 03/08/2023 Larson Stud To Bracing Connection Loading Vmax 131lbf:= Clip Brace to Wall: SSC4.25 Vmax 131lbf := < VA 355lbf:= Screws from brace to blocking (4) #10 VA 4 164lbf 656 lbf =:= V.max OK Clip Blocking to Truss: SSC4.25 Vblock Vmax 131 lbf =:= < VA 355lbf:= 18 of 23 2130 E 17th St - 10111279406/07/23 Larson Engineering, Inc. 1488 Bond Street, Suite 100 Naperville, IL 60563 630.357.0540 Hibbett Sports ___ _ __ Santa Ana, CA __ Connections Sheet No. __ Project No. _ 21230169.000 By MK _ Date 03/08/2023 Larson Stud To Bracing Connection Loading Vmax 269.9lbf := RISA M7A Clip Brace to Stud: SSC4.25 Vblock Vmax 269.9 lbf=:= < VA 355lbf:= Stud To Exist Stud Connection Loading Vmax 102.6lbf := RISA M7 Track Capacity Coefficients Properties C 3.7:= R 0.076in:= stud inside bend radius CR 0.19:= N 1.5in:= stud bearing length (flange length) h 3.625in 2 R-3.473 in =:= depth of flat portion of stud webCN0.74:= ts 0.035in:= stud thickness Ch 0.019:= S 16in:=stud spacing tt 0.035in:= track thickness Pns C ts 2 Fy 1 CR R ts -1 CN N ts +1 Ch h ts -0.51 kip =:= P ns.A Pns 1.70 300 lbf=:= wst 20 tt 0.56in+1.26 in=:= Pnt 0.6 tt wst Fut 1191 lbf=:= Pnt.A Pnt 1.70 700 lbf=:= V min Pns.A Pnt.A, ()0.333 =< 1.0 Track is sufficient Screws from track to track (2) #10 VA 2 164lbf 328 lbf =:= V.max OK 19 of 23 2130 E 17th St - 10111279406/07/23 www.SSMA.com 70 Copyright © 2015 by the SSMA Table Notes Allowable Screw Connection Capacity (lbs) Thickness (Mils) Design Thickness Fy Yield (ksi) Fu Tensile (ksi) #6 Screw #8 Screw #10 Screw #12 Screw ¼" Screw (Pss = 643 lbs, Pts = 419 lbs) (Pss= 1278 lbs, Pts = 586 lbs) (Pss= 1644 lbs, Pts = 1158 lbs) (Pss= 2330 lbs, Pts = 2325 lbs) (Pss= 3048 lbs, Pts = 3201 lbs) 0.138" dia, 0.272" Head 0.164" dia, 0.272" Head 0.190" dia, 0.340" Head 0.216" dia, 0.340" Head 0.250" dia, 0.409" Head Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 33 0.0346 33 45 151 61 140 164 72 195 177 84 265 188 95 265 203 110 318 43 0.0451 33 45 214 79 140 244 94 195 263 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1,016 396 1,067 54 0.0566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 752 68 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 97 0.1017 50 65 214 140 140 426 195 195 548 356 386 777 405 775 1,016 468 1,067 118 0.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1,016 572 1,067 Allowable Weld Capacity (lbs / in) Thickness (Mils) Design Thickness Fy Yield (ksi) Fu Tensile (ksi) Fillet Welds Flare Groove Welds Longitudinal Transverse Longitudinal Transverse 43 0.0451 33 45 499 864 544 663 54 0.0566 33 45 626 1084 682 832 68 0.0713 33 45 789 1365 859 1048 97 0.1017 33 45 1125 1269 - 1 - 1 54 0.0566 50 65 905 1566 985 1202 68 0.0713 50 65 1140 1972 1241 1514 97 0.1017 50 65 1269 1269 - 1 - 1 Screw and Weld Capacities Weld Capacities Screw Capacities Table Notes 1. Capacities based on AISI S100 Section E4. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center-to-center spacing of at least 3 times the nominal diameter (d). 5. Screws are assumed to have a center-of-screw to edge-of-steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. 7. Pull-over capacity is based on the lesser of pull-over capacity for sheet closest to screw header or tension strength of screw. 8. Values are for pure shear or tension loads. See AISI Section E4.5 for combined shear and pull-over. 9. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). 10. Screw shear strength is the average value, and tension strength is the lowest value listed in CFSEI Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. 1. Capacities based on the AISI S100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Capacities are based on Allowable Strength Design (ASD). 4. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. 6. Transverse capacity is loading in perpendicular direction of the length of the weld. 7. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2.4-2, and E2.4-4 was used. 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 10. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. 1Weld capacity for material thickness greater than 0.10” requires engineering judgment to determine leg of welds, W1 and W2. 20 of 23 2130 E 17th St - 10111279406/07/23 C- A - 2 0 2 1 © 2 0 2 1 S I M P S O N S T R O N G - T I E C O M P A N Y I N C . 189 Di r e c t F a s t e n i n g S o l u t i o n s Simpson Strong-Tie® Anchoring, Fastening, Restoration and Strengthening Systems for Concrete and Masonry * See p. 12 for an explanation of the load table icons. Gas- and Powder-Actuated Fasteners Design Information – Concrete Powder-Actuated and Gas-Actuated Fasteners — Allowable Tension Loads in Normal-Weight Concrete Direct Fastening Type Model No. Shank Diameter in. (mm) Minimum Penetration in. (mm) Minimum Edge Distance in. (mm) Minimum Spacing in. (mm) Allowable Tension Load — lb. (kN) f'c = 2,500 psi (17.2 MPa) f'c = 3,000 psi (20.7 MPa) f'c = 4,000 psi (27.6 MPa) f'c = 5,000 psi (34.5 MPa) f'c = 6,000 psi (41.3 MPa) Powder Actuated PDPA PDPAT PDPAWL 0.157 (4.0) 3/4 (19) 3.5 (89) 5 (127) 110 (0.49) 110 (0.49) 110 (0.49)—110 (0.49) 1 (25) 3.5 (89) 5 (127) 210 (0.93) 240 (1.07) 310 (1.38)—160 (0.71) 1 1/4 (32) 3.5 (89) 5 (127) 320 (1.42) 340 (1.51) 380 (1.69)—365 (1.62) 1 1/2 (38) 3.5 (89) 5 (127) 375 (1.67) 400 (1.78) 450 (2.00)—465 (2.07) PINW PINWP 0.145 (3.7) 1 (25) 3 (76) 4 (102) 70 (0.31) 100 (0.44) 150 (0.67)—150 (0.67) 1 1/4 (32) 3 (76) 4 (102) 195 (0.87) 255 (1.13) 370 (1.65)—370 (1.65) PSLV3 0.205 (5.2) 1 1/4 (32) 4 (102) 6 (152) 260 (1.16)———— Gas Actuated GDP 0.106 (2.7) 5/8 (16) 3 (76) 4 (102) 25 (0.11) 30 (0.13) 45 (0.20) 45 (0.20)— 3/4 (19) 3 (76) 4 (102) 30 (0.13) 30 (0.13) 30 (0.13) 30 (0.13)— GW-75 GW-100 GTH 0.125 (3.2) 5/8 (16) 3 (76) 4 (102) 65 (0.29) 70 (0.31) 95 (0.42)—— 3/4 (19) 3 (76) 4 (102) 95 (0.42) 105 (0.47) 190 (0.85)—— 1. The fasteners must not be driven until the concrete has reached the designated minimum compressive strength. 2. Minimum concrete thickness must be three times the fastener embedment into the concrete. 3. The allowable tension values are only for the fastener in the concrete. Members connected to the concrete must be investigated in accordance with accepted design criteria. 4. The allowable load values listed are for static load conditions. Refer to ICC-ES ESR-2138 and ESR-2811 code reports for seismic load conditions. 5. For fastener installation in concrete with compressive strength outside of the listed range, published allowable loads shall not be extrapolated. Powder-Actuated and Gas-Actuated Fasteners — Allowable Shear Loads in Normal-Weight Concrete Direct Fastening Type Model No. Shank Diameter in. (mm) Minimum Penetration in. (mm) Minimum Edge Distance in. (mm) Minimum Spacing in. (mm) Allowable Shear Load — lb. (kN) f'c = 2,500 psi (17.2 MPa) f'c = 3,000 psi (20.7 MPa) f'c = 4,000 psi (27.6 MPa) f'c = 5,000 psi (34.5 MPa) f'c = 6,000 psi (41.3 MPa) Powder Actuated PDPA PDPAT PDPAWL 0.157 (4.0) 3/4 (19) 3.5 (89) 5 (127) 120 (0.53) 125 (0.56) 135 (0.60)—130 (0.58) 1 (25) 3.5 (89) 5 (127) 285 (1.27) 290 (1.29) 310 (1.38)—350 (1.56) 1 1/4 (32) 3.5 (89) 5 (127) 360 (1.60) 380 (1.69) 420 (1.87)—390 (1.73) 1 1/2 (38) 3.5 (89) 5 (127) 405 (1.80) 430 (1.91) 485 (2.16)—495 (2.20) PINW PINWP 0.145 (3.7) 1 (25) 3 (76) 4 (102) 140 (0.62) 165 (0.73) 205 (0.91)—205 (0.91) 1 1/4 (32) 3 (76) 4 (102) 265 (1.18) 265 (1.18) 265 (1.18)—265 (1.18) Gas Actuated GDP 0.106 (2.7) 5/8 (16) 3 (76) 4 (102) 25 (0.11) 25 (0.11) 25 (0.11) 25 (0.11)— 3/4 (19) 3 (76) 4 (102) 50 (0.22) 55 (0.24) 75 (0.33) 75 (0.33)— GW-75 GW-100 GTH 0.125 (3.2) 5/8 (16) 3 (76) 4 (102) 60 (0.27) 65 (0.29) 95 (0.42)—— 3/4 (19) 3 (76) 4 (102) 135 (0.60) 145 (0.64) 215 (0.96)—— 1. The fasteners must not be driven until the concrete has reached the designated minimum compressive strength. 2. Minimum concrete thickness must be three times the fastener embedment into the concrete. 3. The allowable shear values are only for the fastener in the concrete. Members connected to the concrete must be investigated in accordance with accepted design criteria. 4. The allowable load values listed are for static load conditions. Refer to ICC-ES ESR-2138 and ESR-2811 code reports for seismic load conditions. 5. For fastener installation in concrete with compressive strength outside of the listed range, published allowable loads shall not be extrapolated. *IBC *IBC 21 of 23 2130 E 17th St - 10111279406/07/23 C- C F - 2 0 2 3 © 2 0 2 3 S I M P S O N S T R O N G - T I E C O M P A N Y I N C . Connectors for Cold-Formed Steel Construction 48 SCW Head-of-Wall Slide-Clip Connector Typical SCW Installation at Stud F4 Do not attach studs to track ½" ¾" SCW5.5 The SCW connectors offer 1" of upward and 1" of downward movement. They are primarily used in head-of-wall applications that require vertical movement relative to the structure. SCW connectors are often used to strengthen window and door jambs for projects that utilize slip or slotted track. Material: 54 mil (16 ga.) Finish: Galvanized (G90) Installation: •Use the speciﬁed type and number of anchors. •Use the speciﬁed number of #14 shouldered screws (included). Install shouldered screws in the slots adjacent to the No-Equal® stamp. •Use a maximum of one screw per slot. •For installations to wood framing, see Simpson Strong-Tie® engineering letter L-CF-DEFCLIPW at strongtie.com. Codes: See p. 13 for Code Reference Key Chart Ordering Information: SCW3.25-KT contains: •Box of 25 connectors •55 XLSH34B1414 #14 shouldered screws SCW5.5-KT contains: •Box of 25 connectors •83 XLSH34B1414 #14 shouldered screws Note: Replacement #14 shouldered screws for SCW connectors are XLSH34B1414-RP83. SCW3.25 4" 2¼" W 1⅛" ½" 1½" SCW Allowable Connector Loads (lb.) Model No. Connector Material Thickness mil (ga.) W (in.) No. of #14 Shouldered Screws Stud Thickness Code Ref. 33 mil (20 ga.) 43 mil (18 ga.) 54 mil (16 ga.) F4 F4 F4 SCW3.25 54 (16) 3 ¼ 2 455 630 755 IBC, FL, LASCW5.5 54 (16) 5 ½ 21 455 630 995 3 455 630 1,2203 1. When the SCW5.5 connector is used with two shouldered screws, install screws in the outermost slots. 2. Allowable loads are based on clips installed with all holes in the anchor leg ﬁlled with #12–14 screws. For other anchorage installations, the capacity of the connection system will be the minimum of the tabulated value and the allowable load from the SCW Allowable Anchorage Loads table on p. 49. 3. Tabulated loads are applicable for the following framing widths: SCW3.25 — 3 1/2", 3 5/8", 4" and 5 1/2 " SCW5.5 — 6", 8" (18 ga. min.), 10" and 12" (16 ga. min.) 1" clear to structure F4 Install shouldered screws adjacent to No-Equal ® stamp (typ.) SCW5.5 Installation with Two Shouldered Screws (three shouldered screws and SCW3.25 similar) F4 Typical SCW Installation with Stud Strut XLSH34B1414 #14 Shouldered Screw for Attachment to Stud Framing (included) ¾" 0.24" De ﬂ e c t i o n C o n n e c t o r s 22 of 23 2130 E 17th St - 10111279406/07/23 C- C F - 2 0 2 3 © 2 0 2 3 S I M P S O N S T R O N G - T I E C O M P A N Y I N C . Connectors for Cold-Formed Steel Construction 87 SSC Steel-Stud Connector SSC Connectors — CFS to CFS Allowable Loads (lb.) Model No. Connector Material Thickness mil (ga.) Clip Length (in.) Framing Member Depth (in.) Fasteners Allowable F4 Load (lb.) Code Ref.Pattern1 Carried Member Carrying Member Minimum Member Thickness Maximum Connector Load333 mil (20 ga.) 43 mil (18 ga.) 54 mil (16 ga.) SSC2.25 68 (14) 2¼ 3 5/8 Min. (3) #10 (2) #10 165 225 345 690 IBC MSSC2.25 97 (12) 2¼ 3 5/8 Min. (3) #10 (2) #10 165 225 345 690 LSSC4.25 54 (16) 4¼ 6 Min. (2) #10 (2) #10 215 440 675 1,615Max. (5) #10 (4) #10 215 440 725 Outer (4) #10 (4) #10 200 310 520 SSC4.25 68 (14) 4¼ 6 Min. (2) #10 (2) #10 355 525 890 1,615Max. (5) #10 (4) #10 365 600 1,005 Outer (4) #10 (4) #10 235 330 625 MSSC4.25 97 (12) 4¼ 6 Min. (2) #10 (2) #10 355 525 890 1,615Max. (5) #10 (4) #10 365 600 1,005 Outer (4) #10 (4) #10 235 330 625 LSSC6.25 54 (16) 6¼ 8 Min. (4) #10 (4) #10 265 660 1,190 2,590Max. (7) #10 (6) #10 265 660 1,190 Outer (6) #10 (4) #10 270 375 695 SSC6.25 68 (14) 6¼ 8 Min. (4) #10 (4) #10 385 720 1,190 2,590Max. (7) #10 (6) #10 385 720 1,190 Outer (6) #10 (4) #10 270 460 725 MSSC6.25 97 (12) 6¼ 8 Min. (4) #10 (4) #10 385 720 1,190 2,590Max. (7) #10 (6) #10 385 720 1,365 Outer (6) #10 (4) #10 270 460 725 1. Min. fastener quantity and load values — ﬁll all round holes; Max. fastener quantity and load values — ﬁll all round and triangular holes; Outer fastener quantity and load values — see illustrations for fastener placement. 2. Allowable loads are based on bracing of the members located within 12" of the connection. 3. Maximum allowable load for connector that may not be exceeded when designing custom installations. designer is responsible for member and fastener design. 4. See the current Fastening Systems catalog at strongtie.com for more information on Simpson Strong-Tie fasteners. 5. Reference pp. 92–94 for supplemental information and alternate screw patterns. 6. For 50 ksi studs, 68 mil (14 ga.) and thicker, use tabulated values for 54 mil (16 ga.) — 50 ksi studs. SS C 4 . 2 5 CL Clip install within 1/2" above or below of mid- depth of framing member, typ. ⅜" min . F4 Typical SSC4.25 Installation with Min. Quantity CL Clip install within 1/2" above or below of mid- depth of framing member, typ. 3 "max. ⅜ " m i n . F4 SSC Installation with Carried Member Fasteners in Outer Row 2 " max. ⅜ " min. CL Clip install within 1/2" above or below of mid- depth of framing member, typ. F4 SSC6.25 Installation with Min. Quantity SIM PS O N Str o n g - Tie ® SS C 6 . 2 5 U.S. P A T E N T 9 , 0 9 1 , 0 56 U se & W a r n i n g s str o n g t i e . c o m /in f o Fill all round screw holes in anchor leg Fill 6 holes as shown 6¼ " SSC6.25 — Outer Fastener Pattern (LSSC6.25 and MSSC6.25 similar) SSC4.25 — Outer Fastener Pattern (LSSC4.25 and MSSC4.25 similar) SIM P S O N S t r o ng - T i e ® SS C 4.2 5 U.S . P A T E N T 9 , 0 9 1 , 0 5 6 Us e & W a r n i n g s : str o n g t i e.c o m / i n f o Fill all holes outer rowFill all screw holes in anchor leg 4¼ " Ri g i d C o n n e c t o r s 23 of 23 2130 E 17th St - 10111279406/07/23