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725 ATLANTIC BLVD PPI24-0004 Atlantic Coast Appliance - Architectural DWGSCONSTRUCTION: FBC SECTION 602.2 - TYPE VB, UNPROTECTED, NON SPRINKLEREDOCCUPANCY CLASSIFICATION: MERCANTILE (M) FBC 309.1; NFPA 3.3.182, 3.3.196.9 AND CHAPTER 36TRUSSES AND CONCRETE SLAB ON GRADE. THE PREVIOUS TENANT WAS A RESTAURANT (A-2), WHISKEY JAX WHICH IS BEING SPLIT INTO TWO DIFFERENT UNITS. THE OTHER REMAINING UNIT IS NOT A PART OF OUR PROJECT SCOPE.MINIMUM OCCUPANT LOAD - FBC TABLE 1004.5 (NFPA TABLE 7.3.1.2, 36.1.7 & 38.1.7):OCCUPANT LOAD:MERCANTILE: 60 GROSS SF PER PERSON (FBC TABLE 1004.5)TYPE VB - TABLE FBC 601STRUCTURAL FRAMEINCLUDING COLUMNS, GIRDERS, TRUSSESBEARING WALLSEXTERIORINTERIORNONBEARING WALLS AND PARTITIONSEXTERIORNONBEARING WALLS AND PARTITIONSINTERIORFLOOR CONSTRUCTIONINCLUDING SUPPORTING BEAMS AND JOISTSROOF CONSTRUCTIONINCLUDING SUPPORTING BEAMS AND JOISTSBUILDING ELEMENT0TYPE VB00000TYPE VB - TABLE FBC 705.5< 5FIRE SEPARATION DISTANCE GROUP M> 5< 10> 10< 30> 30(FT)TYPE OF CONSTRUCTIONOTHERSOTHERSVBALL2100(NEW MERCANTILE OCCUPANCIES). TENANT AREA:2,381 SF ALLOWABLE AREA (NS) - 9,000 SFMAX. HEIGHT (NS) - 40'-0"ALLOWABLE HEIGHTS AND BUILDING AREAS: TABLE 504 - TYPE VBMAX. STORIES (NS) - 1MEANS OF EGRESS:PERSONS (P) DISCHARGING AT EXIT OR EXIT ACCESS,AND EGRESS CLEAR WIDTH (AT DOORS).INDICATES EXIT OR EXIT ACCESS, NUMBER OFSAMPLE EGRESS TRAVEL PATH AND DISTANCEMAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER = 75 FTMAXIMUM FLOOR AREA PER UNIT OF A = 1,500 SFMAXIMUM FLOOR AREA PER 2A UNIT = 3,000 SFCLASS A FIRES (ORDINARY COMBUSTIBLE MATERIALSSUCH AS WOOD, CLOTH, PAPER RUBBER AND MANY PLASTICS)CLASS B FIRES (LIQUIDS, TARS, OILS, GASES)CLASS C FIRES (ELECTRICAL EQUIPMENT)FIRE EXTINGUISHER (UL RATING 2A-40B:C) 5 LB MULTIPURPOSE DRY CHEMICALEQUAL TO BADGER MODEL #5MB-6H (A KIDDE COMPANY)FIRE EXTINGUISHERS SHALL BE CERTIFIED BY A LICENSE FIRE PROTECTION COMPANYMAXIMUM FLOOR AREA PER EXTINGUISHER = 11,250 SF60 GROSS SF PER PERSON (FBC)MERCANTILEEXISTING TWO HOUR FIRE RATED WALL (UL DESIGN U419 UON)OCCUPANCYMINIMUM AS REQUIRED BY FBC TABLE 803.11 (NON-SPRINKLERED):VERTICAL EXITSEXIT ACCESS CORRIDORSROOMS & ENCLOSED SPACESINTERIOR FINISHES:AS REQUIRED BY FFPC TABLE A.10.2.2:OCCUPANCYEXIT ACCESSOTHER SPACESCLASS A INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450CLASS B INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450CLASS C INTERIOR WALL AND CEILING FINISH - FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450MERCANTILEABCMERCANTILEA OR BA OR BA OR BVERTICAL EXITSEGRESS WIDTH PER PERSON SERVED:OTHER EGRESS COMPONENTS (CORRIDORS, RAMPS, ETC.) = 0.20" (FBC 10005.3.2)MINIMUM CLEAR WIDTH OPENING OF EXIT DOORS: 32" (32"/.O2" PER PERSON = 160 PERSONS)DOORS SHALL SWING IN THE DIRECTION OF EGRESS EXCEPT WHEN SERVING AN MINIMUM CORRIDOR AISLE WIDTH: 44" OCCUPANT LOAD OF LESS THAN 50 (FBC 1010.1.2.1)MAXIMUM TRAVEL DISTANCE TO EXIT (NON-SPRINKLERED): MERCANTILE - 200 FT FBC TABLES 1017.2 & 1020.4, & TABLE 1020.2:MAXIMUM DEAD END CORRIDOR LENGTH (NON-SPRINKLERED): 20 FT (FBC 1020.4)MEANS OF EGRESS:NFPA 101 - 150 FT (MERCANTILE FFPC A.7.6)NFPA 101 - 20 FT (MERCANTILE FFPC A.7.6)MAXIMUM TRAVEL DISTANCE, DEAD END LENGTH, EXIT AND MEANS OF EGRESS WIDTH: COMMON PATH OF TRAVEL (NON-SPRINKLERED): 75 FT (FBC 1006.2.1);NFPA 101 - 75 FT (MERCANTILE) FFPC A.7.6CORRIDOR FIRE-RESISTANCE RATING (FBC TABLE 1020.1): GREATER THAN 30 OCCUPANTS w/o SPRINKLER SYSTEM - 10 (MERCANTILE - FFPC 36.3.6.1 EXCEPTION 1)(0.20" x 73 OCCUPANTS = 14.6" STAIR WIDTH REQUIRED)FLORIDA BUILDING CODE 8th EDITION (2023)FLORIDA FIRE PREVENTION CODE 8TH EDITION (ENCOMPASSING 2021 ON NFPA 1 & NFPA 101)THE BUILDING WILL NOT BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. I OR IINAMERCANTILE(M): OR 30 GROSS SF PER PERSON (NFPA TABLE 7.3.1.2 & 36.1.7)NEW TWO HOUR FIRE RATED WALL (UL DESIGN U419 UON)300 SF PER PERSON STORAGETOTAL= 36 OCCUPANTS (FBC)= 01 OCCUPANT= 37 OCCUPANTS (FBC)30 GROSS SF PER PERSON (FFPC)= 72 OCCUPANTS (FFPC)= 73 OCCUPANTS (FFPC)2,142 SF60 SFIN AN EXISTING RETAIL/RESTAURANT CENTER. THE BUILDING IS CONSTRUCTED OUT OF CMU WALLS, WOODEN THE PROJECT SCOPE IS TENANT BUILD-OUT FOR A RETAIL SPACE THAT IS A PART OF AN EXISTING UNITWATER CLOSETS MERCANTILE (M)19 MALES19 FEMALESTOTAL OCCUPANT LOAD MERCANTILE - 37PLUMBING FIXTURE COUNT PER TABLE 403.1 FLORIDA PLUMBING CODELAVATORIES1 LAV PER 1000DRINKINGFOUNTAINS1 REQUIRED WATERCLOSET1 REQUIRED LAVATORIES1 WC PER 500 MALE/FEMALE 1 SERVICE SINKSERVICE SINK1 LAV PER 750 MALE/FEMALE1 REQUIRED DRINKING FOUNTAINFPC SECTION 403.2 SEPARATE FACILITIES EXCEPTION 03: SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT LOAD IS 100 OR FEWER.G-1CODE DATASHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISIONDATE 05-14-24370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. 904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUTEXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIA FL ARCHITECT - AR0016480 CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ATLANTIC COAST APPLIANCE TENANT BUILDOUT 725 ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32223CAS ARCHITECTURALG-1 CODE DATAG-2 LIFE SAFETY PLANG-3 OVERALL LIFE SAFETY PLANA-1 EXISTING FLOOR PLANA-1.1 DEMOLITION FLOOR PLANA-2 OVERALL FLOOR PLANA-2.1 FLOOR PLANA-2.2 WALL TYPES & NOTESA-3 EXISTING REFLECTED CEILING PLANA-3.1 REFLECTED CEILING PLANA-3.2 ETR PLAN & DOOR SCHEDULEA-4 ACCESSIBILITY GUIDELINESA-5 UL ASSEMBLIESA-5.1 UL ASSEMBLIESSCALE: N.T.S.STREET MAPPROJECT SITEPLUMBINGP-1 PLUMBING LEGEND AND PROJECT NOTESP-2 PLUMBING SCHEDULESP-3 PLUMBING PLANS AND SANITARY RISER DIAGRAMP-4 PLUMBING DETAILSMECHANICALM-1 MECHANICAL NOTES, LEGEND AND ABBREVIATIONSM-2 MECHANICAL SCHEDULESM-3 MECHANICAL PLANM-4 MECHANICAL DETAILSELECTRICALE-1 ELECTRICAL LEGEND & PROJECT GENERAL NOTESE-2 EXISTING LIGHTING PLANE-2.1 PROPOSED LIGHTING PLANE-3 POWER PLANE-4 POWER RISER DIAGRAME-5 ELECTRICAL SCHEDULES & DETAILSE-6 FIRE ALARM SYSTEM DIAGRAMS HI-LO DFTOILET102WHJAN CLOSET103MERCANTILE2,381 SFKITCHENOFFICEPATIOK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA TOILET103RETAIL101SCOPE OF WORK 160P32"NOTE A160P32"NOTE AFEFE63'67'33'EGRESS CORRIDORNEW 2-HOUR FIRE RATED TENANT SEPARATION WALL (UL DESIGN U419)EXISTING 2-HOUR FIRE RATED TENANT SEPARATION WALL (UL DESIGN U419)FEFIREALARMPULLSTATIONEXIT SIGNw/DIRECTIONALARROWEXIT LIGHT& SIGNG-2LIFE SAFETY PLANSHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISIONDATE 05-14-24370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. 904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUTEXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIA FL ARCHITECT - AR0016480 CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ATLANTIC COAST APPLIANCE TENANT BUILDOUT 725 ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32223CASSCALE:1/4" = 1'-0"LIFE SAFETY PLAN HI-LO DFTOILET102WHJAN CLOSET103MERCANTILE2,381 SFKITCHENOFFICEEMPLOYEEROOMOFFICEWALK INCOOLERPATIOK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA TOILET103TOILET102HALL1006'-638"???RETAIL101SCOPE OF WORK 160P32"NOTE A160P32"NOTE AFEFE63'67'33'EGRESSCORRIDORPANICHARDWAREEGRESS CORRIDORNEW 2-HOUR FIRE RATED TENANT SEPARATION WALL (UL DESIGN U419)EXISTING 2-HOUR FIRE RATED TENANT SEPARATION WALL (UL DESIGN U419)134'-0"143'-914"55'-71 2"FIREALARMPULLSTATIONFEEXIT LIGHT& SIGNPANICHARDWARENEW EXTERIOR EXIT LIGHT FEFIREALARMPULLSTATIONEXIT SIGNw/DIRECTIONALARROWEXIT LIGHT& SIGNNEW EXITLIGHTNOTE A:EXIT DOOR TACTILESIGNAGE READING:EXITSIGNAGE SHALLCOMPLY w/ANSI/CABOA117.1; MOUNT 60" AFFTO CENTERLINE OF SIGNDOORS NOT REQUIRING SPECIAL TOOLSLOCKS ON EXIT DOORS SHALL NOT REQUIRETHE USE OF A KEY, A TOOLOR SPECIAL KNOWLEDGE OR EFFORTFOR OPERATION FOR OPERATION FROMEGRESS SIDE UNLESS THEY MEET THEREQUIREMENTS OF NFPA 101 7.1.2.5.ON THE TENANT'S SUITE. LETTERS PROVIDE MIN 6" HIGH LETTERSTHE STREET THEREFORE THE ADDRESS NUMBER MUST BE VISIBLE & LEGIBLE FROM MAY NEED TO BE LARGER THAN THE MINIMUMOF 6" - COORD w/ FIRE MARSHALNOTE: SITE VISIT REQUIRED BY ALL BIDDERSBIDDERS ARE REQUIRED TO VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS AND SATISFYTHEMSELVES AS TO THE NATURE AND SCOPE OF WORK PRIOR TO SUBMISSION OF BID. THE SUBMISSION OF A BID WILLBE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALSREQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEENMADE, WILL NOT BE ACCEPTED. COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICHWOULD REQUIRED ADDITIONAL WORK AND ARE NOT INDICATED ON THESE PLANS.ANY DISCREPANCY BETWEEN THESE DRAWINGS AND EXISTING CONDITIONS TO BE BROUGHT TO ARCHITECT'S &ENGINEERS' ATTENTION.MERCANTILE2,381 SFKITCHEN OFFICEEMPLOYEEROOMOFFICEWALK INCOOLER WALK INCOOLERFREEZERDRY STORAGEDRY STORAGEDRY STORAGEPATIOK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA PRI-19-24-10 ICE WELL PRI-19-24-10 ICE WELL &SPEED RAILHOST #11#12#1#2#3#4#5#7#8#8#10#14#6#9#9#13#10DINING100DISHWASHING104 BAR101TOILET103TOILET102HALL100KITCHEN 105UTILITIES107DRY STORAGE109 WALK-INCOOLER108 TOILET1066'-638"????????????HI-LO DFWH TOILET102JAN CLOSET103 RETAIL101250'250'MECHANICALROOMFIRSTCOASTCENTERFOR THEARTS (A-3)THEFISH COMPANY(A-2)CANTINALOUIE(A-2)FIRST COASTCENTER FOR THEARTS (A-3)ATLANTICPOTTERYSUPPLY (M)CREATIVE DESIGNS(M)RETAIL(M)FUTURERESTAURANT(A-2)SMOKE & VAPE(M)REAL ESTATE OFFICE (B)BRIDAL STORE(M)NAIL SALON (B)ANIMAL CLINIC(B)G-3OVERALL LIFE SAFETY PLAN SHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISIONDATE 05-14-24370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. 904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUTEXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIA FL ARCHITECT - AR0016480 CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ATLANTIC COAST APPLIANCE TENANT BUILDOUT 725 ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32223CASSCALE:1/8" = 1'-0"OVERALL LIFE SAFETY PLANSCALE:NTSKEY PLAN WOMENHOSTESSLOBBYSEATING DBARBAR SEATING ASEATING AMENKITCHENOFFICESEATING BPATIODISHWASHAREA6 PERSONBOOTHK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA TOILET10320'-7"2'-9"4'-8"15'-2"8"26'-4"BANQUETTE 2'-112"8'-4"6 PERSONBOOTH6 PERSONBOOTH16'-0"A-1EXISTING FLOOR PLAN SHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISIONDATE 05-14-24370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. 904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUTEXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIA FL ARCHITECT - AR0016480 CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ATLANTIC COAST APPLIANCE TENANT BUILDOUT 725 ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32223CASSCALE:1/4" = 1'-0"EXISTING FLOOR PLAN WOMENHOSTESSLOBBYSEATING DBARBAR SEATINGASEATING AMENKITCHENOFFICESEATING BPATIODISHWASHAREAK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA TOILET103TOILET1028"REMOVE EXISTING FURNITURE, BAR,EQUIPMENT, PLUMBING FIXTURES &ACCESSORIES, INTERIOR PARTITIONWALLS & DOORSREMOVE EXISTING FURNITURE, BAR,EQUIPMENT, PLUMBING FIXTURES &ACCESSORIES, INTERIOR PARTITIONWALLS & DOORS1. FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING GENERAL NOTES:WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT OR ENGINEER.DEMOLITION NOTES:1. INDICATES WALLS, DOORS, FIXTURES AND COUNTERS TO BE REMOVED.DEMOLITION OPERATIONS SHALL BE INFILLED WITH MATERIAL TO MATCH ALL OPENINGS IN FLOORS, WALLS AND CEILINGS RESULTING FROM AND FINISHES SHALL MATCH EXISTING CONSTRUCTION AND FINISHES. CONSTRUCTION OR REMOVAL OF EXISTING CONSTRUCTION. MATERIALS FLOORS AND CEILINGS WHERE AFFECTED OR DAMAGED BY NEW 2. PATCH AND REPAIR ALL EXISTING MATERIALS AND FINISHES AT WALLS, EXISTING CONSTRUCTION AND FINISHES. 4. REMOVE EXISTING DUCTWORK THROUGHOUT THE BUILDING.5. REMOVE EXISTING PLUMBING FIXTURES & PIPING THROUGHOUT THE BUILDING. CAP UNUSED WATER & SEWER LINES. PATCH & REPAIR CONCRETEFLOOR SLAB. CONTRACTOR TO LOCATE CW SERVICE TO THE BUILDING & ROOFING CONTRACTOR SO AS TO NOT VOID ANY WARRANTIES.PRIOR TO THE COMMENCEMENT OF THE CONTRACTOR'S WORK.SEWER LINES EXITING THE BUILDING.8. LESSOR TO PROVIDE ASBESTOS SURVEY FOR THE BUILDING.1. FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING GENERAL NOTES:WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT OR ENGINEER.DEMOLITION OPERATIONS SHALL BE INFILLED WITH MATERIAL TO MATCH ALL OPENINGS IN FLOORS, WALLS AND CEILINGS RESULTING FROM AND FINISHES SHALL MATCH EXISTING CONSTRUCTION AND FINISHES. CONSTRUCTION OR REMOVAL OF EXISTING CONSTRUCTION. MATERIALS FLOORS AND CEILINGS WHERE AFFECTED OR DAMAGED BY NEW 2. PATCH AND REPAIR ALL EXISTING MATERIALS AND FINISHES AT WALLS, EXISTING CONSTRUCTION AND FINISHES. 3. REMOVE EXISTING AHU'S FROM INSIDE THE BUILDING AND CONDENSING UNITS FROM THE ROOF.4. REMOVE EXISTING DUCTWORK THROUGHOUT THE BUILDING.BUILDING. CAP UNUSED WATER & SEWER LINES. PATCH & REPAIR CONCRETEFLOOR SLAB. CONTRACTOR TO LOCATE CW SERVICE TO THE BUILDING & 6. COORDINATE ALL ROOF REPAIR & PATCHING WORK WITH LANDLORD'S ROOFING CONTRACTOR SO AS TO NOT VOID ANY WARRANTIES.7. COORDINATE DEMOLITION WORK THAT WILL BE DONE WITH THE LANDLORDPRIOR TO THE COMMENCEMENT OF THE CONTRACTOR'S WORK.SEWER LINES EXITING THE BUILDING.A-1.1DEMOLITION PLANSHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISIONDATE 05-14-24370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. 904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUTEXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIA FL ARCHITECT - AR0016480 CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ATLANTIC COAST APPLIANCE TENANT BUILDOUT 725 ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32223CASSCALE:1/4" = 1'-0"DEMOLITION PLAN MERCANTILE2,381 SFKITCHENOFFICEEMPLOYEEROOMOFFICEWALK INCOOLERWALK INCOOLERFREEZERDRY STORAGEDRY STORAGEDRY STORAGEPATIOK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA PRI-19-24-10ICE WELL PRI-19-24-10ICE WELL &SPEED RAILHOST#11#12#1#2#3#4#5#7#8#8#10#14#6#9#9#13#10DINING100DISHWASHING104BAR101TOILET103TOILET102HALL100KITCHEN 105UTILITIES107DRY STORAGE109WALK-INCOOLER108TOILET1066'-638"????????????59'-2"HI-LO DF7'-1112"7'-0"7'-0"60'-638"29'-33 8"82'-11"29'-7"29'-7"101RETAIL101SCOPE OF WORK 8'-0"102TOILET102WH103JAN CLOSET10348" FRPA-2OVERALL FLOOR PLAN SHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISIONDATE 05-14-24370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. 904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUTEXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIA FL ARCHITECT - AR0016480 CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ATLANTIC COAST APPLIANCE TENANT BUILDOUT 725 ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32223CASSCALE:1/8" = 1'-0"OVERALL FLOOR PLAN MERCANTILE2,381 SFKITCHENOFFICEPATIOK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA TOILET10359'-2"HI-LO DF7'-111 2"7'-0"7'-0"60'-638"29'-33 8"82'-11"29'-7"29'-7"101RETAIL101SCOPE OF WORK 8'-0"102TOILET102WH103JAN CLOSET10348" FRPA-2.1FLOOR PLAN SHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISIONDATE 05-14-24370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. 904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUTEXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIA FL ARCHITECT - AR0016480 CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ATLANTIC COAST APPLIANCE TENANT BUILDOUT 725 ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32223CASSCALE:1/4" = 1'-0"FLOOR PLAN 1. THE CONTRACTOR SHALL VISIT, BEFORE SUBMITTING PRICES. GENERAL NOTES - FINISHES2. ALL INTERIOR DOOR FRAMES SHALL BE PAINTED.3. ALL INTERIOR PARTITIONS SHALL RECEIVE TWO COATS OF SHERWIN WILLIAMSEVERCLEAN SEMI-GLOSS PAINT OVER ONE COAT OF PRIMER UNLESS OTHERWISENOTED. 4. ALL HORIZONTAL GYPSUM BOARD SURFACES SHALL BE PRIMED WITHFLAT WHITE FINISH, UNLESS OTHERWISE INDICATED.5. FLOOR TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS. SUBMIT SAMPLES FOR OWNER'S SELECTION PRIOR TO INSTALLATION.6. CENTER FLOOR TILES IN ROOM, UNLESS OTHERWISE NOTED.7. ALL LEFT OVER PAINT SHALL BE CLEARLY LABELED AND APPROPRIATELYPACKAGED. CONTRACTOR SHALL DELIVER ALL LEFTOVER PAINT AND FINISHMATERIALS TO TENANT FOR STORAGE.8. ALL INTERIOR FINISHES TO BE THE MINIMUM CLASSIFICATION AS LISTED ON THECODE DATA SHEET.FINISHES:GYPSUM BOARD:PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD (ASTM C630/630M) IN WASH DOWN AND WET AREAS; COORDw/OWNER'S REPPROVIDE TILE BACKER BOARD (DEN-SHIELD OR APPROVED EQUAL) ON WALLS TO RECEIVE CERAMIC TILE (ASTM C1178)PROVIDE FIRE RATED GYPSUM BOARD TYPE "X" 5/8" THICK ON FIRE RATED PARTITION (ASTM C36) INSTALLED PER ULASSEMBLY REQUIREMENTSGYPSUM BOARD INSTALLATION: INSTALLPER GA-216 & GA-600. ERECT EXTERIOR GYPSUM SHEATHING INACCORDANCE WITH ASTM C1280.PROVIDE A GYPSUM BOARD ACCESSORIES AS REQUIRED : ACOUSTIC SEALANT, CORNER BEADS, EDGE TRIM (GA-216),JOINT MATERIALS (ASTM C475 & GA-216) - REINFORCING TAPE, JOINT COMPOUND, ADHESIVE & WATER.GYPSUM BOARD FINISHES:LEVEL 1 - ABOVE FINISHED CEILINGS CONCEALED FROM VIEWLEVEL 2 - WALLS BEHIND CABINETRYLEVEL 3 - WALLS EXPOSED TO VIEWLEVEL 4 - CEILING EXPOSED TO VIEWLEVEL 5 - SPECIAL WALLS TO RECEIVE WRITING SURFACES (COORD ANY LOCATIONS OF LEVEL 5 FINISH WALLSw/OWNER)INSULATION:PROVIDE ACOUSTIC INSULATION (ASTM C665) AROUND ALL TOILET AND BATHROOMS AND AS NOTED ON THE WALLTYPE SCHEDULE. INSULATION SHALL BE PREFORMED GLASS FIBER, FRICTION FIT UNFACED R-11 MIN.PROVIDE BATT INSULATION (ASTM C665) IN EXTERIOR WALLS AND SOFFIT AREAS WITH R-VALUES AS NOTED ON PLANSAND SECTIONS. BATT INSULATION SHALL BE PREFORMED GLASS FIBER, FRICTION FIT UNFACED.INSULATION SHALL HAVE FLAME/SMOKE PROPERTIES 75/450 IN ACCORDANCE WITH ASTM E84FRAMING MATERIALS:STUDS AND TRACKS (ASTM C645, GA-216, GA-600) SHALL BE GALVANIZED SHEET STEEL, 0.0188" THICK (25 GA), 0.284(22 GA), 0.0359 (20 GA); C-SHAPE, WITH KNURLED FACES.ANCHOR TO SUBSTRATE WITH TIE WIRES, NAILS, SCREWS, AND OTHER METAL SUPPORTS, OF TYPE AND SIZE TO SUITAPPLICATION TO RIGIDLY SECURE MATERIALS IN PLACE.METAL STUD INSTALLATION: INSTALLED IN ACCORDANCE WITH ASTM C754, GA-216 & GA-600DEFLECTION: MAXIMUM DEFLECTION OF INTERIOR NON-LOAD BEARING PARTITIONS SHALL BE L/240 AT 5 PSF.PROVIDE LATERAL REINFORCING AS REQUIREDCEILING FRAMING INSTALLATION: INSTALLED IN ACCORDANCE WITH ASTM C754, GA-216 & GA-600DEFLECTION: LEVEL CEILING TO A TOLERANCE OF L/600. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM.ACOUSTICAL CEILING TILES:ACOUSTICAL CEILINGS SHALL COMPLY w/ THE FOLLOWING: ASTM C635, ASTM C636, ASTM C665, ASTM E580, ASTMC1284 AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION.INSTALLATION: INSTALL LAY-IN CEILING IN ACCORDANCE WITH ASTM C636 AND ASTM E580. INSTALL SYSTEM CAPABLEOF SUPPORTING IMPOSED LOADS TO DEFLECTION OF L/360 MAXIMUMACCESSORIES: PROVIDE ALL NECESSARY ACCESSORIES; GALVANIZED SUPPORT HANGERS AND CHANNELS, PERIMETERMOLDINGS (SAME MATERIAL AND FINISH AS THE GRID - L-SHAPED MOLDING FOR MOUNTING AT THE SAME ELEVATIONAS FACE OF GRID) TOUCH UP PAINT AS REQUIRED TO MATCH GRID.VINYL COMPOSITION TILE (VCT):VCT EQUAL TO ARMSTRONG STANDARD EXCELON SERIES; 12" x 12" x 1/8"1.1PERFORMANCE REQUIREMENTSA.Conform to applicable code for fire performance ratings as follows:1.Flooring, critical radiant flux (CRF): Minimum 0.45 watt per square centimeter, per ASTM E 648.2.Flooring, smoke developed: Maximum 450, per ASTM E662.3.Class 2 finish per ASTM F1066CERAMIC AND QUARRY TILE:INSTALL TILE PER THE TCA (TILE COUNCIL OF AMERICA) HANDBOOK FOR TILE INSTALLATION.NOTE: ALL FINISHES AND COLORS SHALL BE APPROVED BY OWNER PRIOR TO ORDERINGGENERAL NOTES:1. SWING & FORCED OPEN DOORS SHALL MEET THE REQUIREMENTS OF NFPA LIFE SAFETY CODE AS FOUND IN THEFLORIDA FIRE PREVENTION CODE 8th EDITION CHAPTER 7.2.1.4 AND THE FLORIDA BUILDING CODE 8th EDITION (2023)1008.1.2.2.SELF CLOSING DEVICES SHALL BE PROVIDED ON DOORS IN A MEANS OF EGRESS AND SHALL MEET THEREQUIREMENTS OF THE NFPA LIFE SAFETY CODE 101 (2021) CHAPTER 7.2.1.8 AND THE FLORIDA FIRE PREVENTIONCODE 8th EDITION.3.THIS BUILDING WILL BE A NONSMOKING FACILITY.4.ALL WORK SHALL BE IN COMPLIANCE WITH THE BUILDING CODES, RECOGNIZED INDUSTRY STANDARDS,CRAFTSMANSHIP STANDARDS IN THE AREA, AND ALL MANUFACTURER'S RECOMMENDATIONS.5. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. SUCH FLOOR OR LANDING SHALL BE AT THESAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS WHICHARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 0.25 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE). FBC1010.1.56.FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY AND ALLDISCREPANCIES TO THE ARCHITECT/ENGINEER.7. THE GENERAL CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVAL NOTICES ON ALL REQUIREDCOMPONENTS AND CLADDING.8.CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE-RESISTANT-RATED WALLS (AND CORRESPONDINGFIRE-RESISTANT RATINGS) INCLUDING FIRE BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS,AND SHAFT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING: ( )HOUR FIRE AND SMOKE RATED BARRIER - PROTECT ALL OPENINGS. IDENTIFICATION SHALL BE SPACED NO MORE THANTWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTINGBACKGROUND.9.DO NOT SCALE DRAFTING, REPORT ERRORS IN DIMENSIONING TO ARCHITECT BEFORE PROCEEDING WITH WORK.10.DIMENSIONS NOTED AS "CLEAR" ARE FROM FACE OF GYPSUM WALLBOARD TO GYPSUM WALLBOARD.ROOM FINISH SCHEDULEFLOORBASEWALLSCEILINGCEILINGHEIGHTREMARKSRSRESILIENT WALL BASEVCTVINYL COMPOSITION TILEACTACOUSTICAL CEILING TILESSSTAINLESS STEEL PANELS====PTPAINT=FRPFIBERGLASS REINFORCED PANEL=CTCERAMIC TILE=SCSEALED CONCRETE=EPEPOXY PAINT=WALLS WITHIN 2'-0" OF SERVICE SINK, URINALS & WATERCLOSETS SHALL HAVE A SMOOTH NONABSORBENT SURFACE TO A HEIGHT OF 4'-0" ABOVE THE FLOORQTQUARRY TILE=ROOM NAMERETAIL101±12'-0"EXISTING ACTEXISTINGVB----JAN CLOSETVB48" HIGH FRP BEHIND MOP SINKEXISTING ACT103EXISTING102VBEXISTINGEXISTING ACTTOILET±12'-0"±12'-0"EPPTPTLVTLUXURY VINYL TILE=-COORDINATE ALL FINISHES & HEIGHTS WITH TENANT-FIELD VERIFY ALL EXISTING HEIGHTS & FINISHESA-2.2WALL TYPES & NOTESSHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISIONDATE 05-14-24370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. 904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUTEXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIA FL ARCHITECT - AR0016480 CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ATLANTIC COAST APPLIANCE TENANT BUILDOUT 725 ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32223CAS NOTESINSULATIONTYPEWALL TYPE SCHEDULEDESCRIPTION32BRACE WALL TO LIMIT DEFLECTION TO L/2403 5/8", 20 GA. METAL STUDS @ 24" O.C. WITHONE LAYER OF 1/2" GYPSUM WALLBOARDR-11SOUND ATTENUATION BATT (OPTIONAL)ON EACH SIDE; EXTEND TO UNDERSIDE OF EXISTING ACTR-19FIRE-RATED TENANT SEPARATION WALL: WITH TWO LAYERS OF 5/8", TYPE "x" GYPSUM WALLBOARD ON EACH SIDE;TWO-HOUR FIRE-RATED WALL UL DESIGN U 419FIRE-SEAL TO BOTTOM OF ROOF DECKFIBERGLASS BATT INSULATIONBRACE WALL TO DEFLECTION TO L/240EXTEND WALL TO ROOF DECK & FIRE SAFE.6", 20 GA METAL STUDS @ 24" O.C. 12. EXPOSED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 ANDA SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84.3. CONCEALED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 75 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E 84.4. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AROUND PLUMBING FIXTURES AND WALLS TO RECEIVE CERAMIC TILE.NOTES:5. PROVIDE FIRE-RERADANT WOOD BLOCKING IN WALL AS REQUIRED TO SUPPORT TOILET ROOM FIXTURES, ACCESSORIES, SHELVES & CABINETS, WALL MOUNTED TELEVISIONS AND FIRE EXTINGUISHERS. COORDINATE LOCATIONS OF CEILING & WALL MOUNTED 6. PROVIDE R-11 SOUND ATTENUATION BATT AROUND THE TOILET ROOM.1. PROVIDE FIREBLOCKING AND DRAFTSTOPPING IN PARTITIONS PER FBC 717. PROVIDE FIREBLOCKING IN CONCEALED WALL SPACESINCLUDING VERTICALLY AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' (IBC 717.2.2). SEE IBC 717.2.1 FOR FIREBLOCKING MATERIAL OPTIONS.TELEVISIONS WITH TENANT IN FIELD.BRACE WALL TO LIMIT DEFLECTION TO L/2406", 20 GA. METAL STUDS @ 24" O.C. WITHONE LAYER OF 1/2" GYPSUM WALLBOARDR-11SOUND ATTENUATION BATT (OPTIONAL)ON EACH SIDE; EXTEND TO UNDERSIDE OF EXISTING ACT SEATING DKITCHENSEATING BPATIODISHWASHAREAMENBAR SEATING ASEATING AWOMENLOBBYREMOVE/CUT ALL EXISTING INTERIORWALLS & BULKHEADS UP TO 2"BELOW EXISTING CEILING; EXISTINGCEILING TILE TO REMAIN; TYP.REMOVE/CUT ALL EXISTING INTERIORWALLS & BULKHEADS UP TO 2"BELOW EXISTING CEILING; EXISTINGCEILING TILE TO REMAIN; TYP.CEILING PLAN LEGENDRECESSED CEILING FIXTUREEMERGENCY LIGHT/EXIT SIGNEXIT SIGN2 X 2 SUPPLY DIFFUSER2 X 4 LIGHTFIXTURE1 X 4 LIGHTFIXTUREEMERGENCY LIGHT2 X 2 RETURN AIR REGISTEREXHAUST AIR REGISTERNOTES:DUCT MOUNTEDSUPPLY GRILLLED TRACK LIGHTJUNCTION BOX1.FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT & ENGINEER OR ANYDISCREPANCIES.2 X 2 LIGHT FIXTUREGYPSUM WALLBOARDSOFFIT CEILINGACOUSTICAL CEILING TILERECESSED LED CAN LIGHT FIXTUREPENDANT LIGHTLIGHT FIXTURECEILING FANLIGHT FIXTUREA-3EXISTING REFLECTED CEILING PLANSHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISIONDATE 05-14-24370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. 904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUTEXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIA FL ARCHITECT - AR0016480 CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ATLANTIC COAST APPLIANCE TENANT BUILDOUT 725 ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32223CASSCALE:1/4" = 1'-0"EXISTING REFLECTED CEILING PLAN SCOPE OF WORK REMOVE/CUT ALL EXISTING INTERIORWALLS & BULKHEADS UP TO 2"BELOW EXISTING CEILING; EXISTINGCEILING TILE TO REMAIN; TYP.REMOVE/CUT ALL EXISTING INTERIORWALLS & BULKHEADS UP TO 2"BELOW EXISTING CEILING; EXISTINGCEILING TILE TO REMAIN; TYP.TOILET102JAN CLOSET103KITCHENK-1728CHESAPEAKEC_LAVATORYVITREOUS CHINA TOILET103RETAIL101CEILING PLAN LEGENDRECESSED CEILING FIXTUREEMERGENCY LIGHT/EXIT SIGNEXIT SIGN2 X 2 SUPPLY DIFFUSER2 X 4 LIGHTFIXTURE1 X 4 LIGHTFIXTUREEMERGENCY LIGHT2 X 2 RETURN AIR REGISTEREXHAUST AIR REGISTERNOTES:DUCT MOUNTEDSUPPLY GRILLLED TRACK LIGHTJUNCTION BOX1.FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT & ENGINEER OR ANYDISCREPANCIES.2 X 2 LIGHT FIXTUREGYPSUM WALLBOARDSOFFIT CEILINGACOUSTICAL CEILING TILERECESSED LED CAN LIGHT FIXTUREPENDANT LIGHTLIGHT FIXTURECEILING FANLIGHT FIXTUREA-3.1REFLECTED CEILING PLANSHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISIONDATE 05-14-24370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. 904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUTEXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIA FL ARCHITECT - AR0016480 CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ATLANTIC COAST APPLIANCE TENANT BUILDOUT 725 ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32223CASSCALE:1/4" = 1'-0"REFLECTED CEILING PLAN TOILET102WHDOOR / OPENING SCHEDULEMARKLOCATIONTYPESIZEMATLGLAZINGLOUVERDOORSMATLTYPEGRPHDWLBL/RTGFRAMESREMARKSRETAIL EXIT101C--HM1MTL103102--MTL2WDJAN CLOSETF--MTL3WD 3'0" x 7'0" x 1 3/4"WDWOOD=STLSTEEL=MTLMETAL=AL/GLALUMINUM/GLASS=HM=HOLLOW METALTOILET 3'0" x 7'0" x 1 3/4"(2) 3'0" x 7'0" x 1 3/4"FDOOR TYPESSCALE: 3" = 1'-0"SCALE: 3" = 1'-0"1STL. FRAMECAULK (BOTH SIDES -G.W.B. PARTITIONSEE SCHED. DOOR HGT./WIDTH STUD PARTITIONHEAD/JAMB @ WOOD DR & STL. FR.2"G.W.B. & MTL.ALL AROUND)BACKBEND RETURNBARRIER-FREE CYLINDRICALLEVER SET DESIGNSTAINLESS STEEL FINISHBARRIER-FREE CYLINDRICALLEVER SET DESIGNTO OPERATE. LEVER-OPERATED MECHANISMS ARE ACCEPTABLE DESIGNS.HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRISTOPERATING LEVER ON DOOR SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE2. PROVIDE LEVER TYPE COMMERCIAL (ANSI A156.2, 1996, SERIES 4000, GRADE 1 )1. ALL INTERIOR DOORS TO BE FLUSH SOLID CORE WOOD DOORS (BIRCH), GRADE DOOR HARDWARE (ANSI A117.1 COMPLIANT).DOORS AND HARDWAREPAINT FINISH. FRAMES SHALL BE PAINTED3. COORDINATE ALL KEYING & LOCKSETS WITH TENANT.STEEL (WELDED OR KNOCK-DOWN) - COORDINATE w/TENANT.1 1/2 PR BUTT HINGES3 DOOR SILENCERSPRIVACY LOCKSETANSI F76 BED/BATH PRIVACY LOCK; PUSH-BUTTON LOCKING. TURNING INSIDE LEVER RELEASES PUSH-BUTTON. CAN OPEN FROM OUTSIDE VIA EMERGENCY RELEASE1 WALL STOPHARDWARE GROUP 21 DOOR CLOSERHARDWARE GROUP 13 PR NRP BB HINGES2 CLOSER2 OFFICE LOCKSET W/ DOOR LEVERS6 DOOR SILENCERS2 DOOR SWEEP OR DOOR BOTTOM (COORD w/OWNER)2 ADA/FBC COMPLIANT THRESHOLD2 SET WEATHERSTRIPPING2 VANDAL-PROOF STRIKE2 KEYED CYLINDER LOCK (DEADBOLT) W/ THUMB TURNHARDWARE GROUP 31 KICKPLATE3 DOOR SILENCERS1 1/2 PR BUTT HINGES1 STOREROOM LOCKSET1 WALL STOPANSI F86 OUTSIDE LEVER FIXED. KEY ONLYINSIDE ALWAYS UNLOCKED1 MOP PLATEA-3.2ETR PLAN & DOOR SCHEDULESHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:REVISIONDATE 05-14-24370 15th Ave S; Units A & B Jacksonville Beach, FL 32250 904.249.0698 p DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. 904.241.0691 f www.dsae.net Florida Certificate of Auth No: 00009393 Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUTEXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC.THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIA FL ARCHITECT - AR0016480 CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ATLANTIC COAST APPLIANCE TENANT BUILDOUT 725 ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA 32223CASSCALE:1/2"=1'-0"ENLARGED TOILET ROOM PLANTOILET ACCESSORY LEGENDTOWEL DISPENSERSURFACE MTD. PAPERSURFACE MTD. SOAP DISPENSERDOUBLE TOILET PAPER HOLDERSANITARY NAPKIN DISPOSAL18 x 42 MIRRORHANDICAPPEDGRAB BARWHERE THE TOILET IS FOR INDIVIDUAL USE AND CLEAR FLOOR SPACE COMPLYING WITHFBC-ACCESS 305.3 (A 30"x48" SPACE) IS PROVIDED WITHIN THE ROOM BEYOND THEARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEARFLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE (FBC-ACCESS 603.2.3 EXCEPTION 2)WHERE THE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF THE CLEARFLOOR OR GROUND SPACE, THE SPACE SHALL COMPLY WITH FBC-ACCESSIBILITY306 FOR KNEE & TOE CLEARANCETHE SPACE BENEATH THE SINK COMPLIES WITH THIS REQUIREMENTMOP HOLDER(PROVIDE PEENED FINISHON SHOWER GRAB BAR) FACE OF FINISH. FINISH THICKNESS 2. ALL DIMENSIONS SHOWN ARE FROM MUST BE ADDED TO ANY ROUGH IN DIMENSIONS. DIMENSIONS ARE VERY CRITICAL 1. HANDICAPPED ACCESS MOUNTING ACCESSORIES TO BE IN ACCORDANCE MOUNTING LOCATION OF TOILET AND HAVE NO MINUS TOLERANCES. WITH A.D.A. TITLE III & FLORIDANOTES BUILDING CODE 2023 - ACCESSIBILITY.SCALE: N.T.S.DRINKING FOUNTAINCANE DETECTABLE SKIRTNotes: (Typical for All Signs)1.6" MIN HIGH BORDER DIMENSION ~ TACTILE MALE/FEMALE FIGURES.2.THE USE OF THE MALE/FEMALE TACTILE CARICATURES AREREQUIRED.3.LETTERS, NUMERALS, BRAILLE LETTERS AND PICTORIAL SYMBOLSSHALL BE RAISED 132" FROM THE BACKGROUND AND SHALL BE 58"MINIMUM TO 2" MAXIMUM IN HEIGHT.4.BRAILLE LETTERS SHALL BE RAISED IN GRADE 2 BRAILLE.5.CHARACTER PROPORTION AND HEIGHT TO w/ ANSI A117.1 SECTION703.6.COLOR CONTRAST SHALL COMPLY W/ ANSI A117.1 SECTION 703.3.12.7.THE SIGN HORIZONTAL CENTERLINE SHALL BE @ 60" AFF.8.THE SIGN LOCATION SHALL BE LOCATED ON THE WALL ORPARTITION TO THE STRIKE JAMB/LATCH SIDE OF THE DOOR.9.ALL SPECIFICATIONS FOR SIGNAGE MUST COMPLY W/ ICCA117.1-2009 CHAPTER 7, COMMUNICATION ELEMENTS ANDFEATURES.UNISEX RESTROOM SIGNEQUAL TO ADA SIGNDEPOT - ADA COMPLIANTUNISEX RESTROOM SIGNSWITH TACTILE TEXT ANDGRADE 2 BRAILLEUnisex Restroom BrailleADA Signs - 6" x 8"ADA-1020; Color - White onBlueUNISEX FOR REFERENCE ONLY; REFER TO FLORIDA ACCESSIBILITY CODE 8th EDITION (2023) FOR BUILDINGCONSTRUCTION ACCESSIBILITY GUIDELINESA-4 CASSHEET TITLE:SHEET DATE:NO.DRAWN BY: CHECKED BY:REVISIONDATE05-14-24370 15th Ave S; Units A & BJacksonville Beach, FL 32250904.249.0698 pDOHERTY SOMMERSARCHITECTS ENGINEERS, INC.904.241.0691 fwww.dsae.netFlorida Certificate of Auth No: 00009393Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIAFL ARCHITECT - AR0016480CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HASBEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITALSIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.ATLANTIC COASTAPPLIANCETENANT BUILDOUT725 ATLANTIC BOULEVARDATLANTIC BEACH, FLORIDA 32223 1. Floor and Ceiling Runners — (Not Shown) — For use with Item 2 — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 1A. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ Track CRACO MFG INC — SmartTrack25™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ Track FUSION BUILDING PRODUCTS — Viper25™ Track IMPERIAL MANUFACTURING GROUP INC — Viper25™ Track 1B. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track FUSION BUILDING PRODUCTS — Viper20™ Track IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track 1C. Framing Members* — Floor and Ceiling Runners — (Not Shown) — In lieu of Item 1 — Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 1D. Floor and Ceiling Runners — (Not Shown) — For use with Item 2A — Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1E. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2E, 5F or 5G or 5I only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA METAL FRAMING — ProTRAK RAM SALES L L C — Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProTRAK 1F. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2F, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 1G. Framing Members* — Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1H. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.018 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track VT100 FUSION BUILDING PRODUCTS — Viper20™ Track VT100 IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track VT100 1I. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2H, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C — TRUE-TRACK™ 1J. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2I, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. TELLING INDUSTRIES L L C — Viper25™ Track 1K. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2J, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. TELLING INDUSTRIES L L C — Viper20™ Track 1L. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use UL Online Certifications Directory BXUV.U419 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer ·Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. ·Authorities Having Jurisdiction should be consulted before construction. ·Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. ·When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. ·Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/UL 263 Design No. U419 March 6, 2018 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5) 1L. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2N, proprietary channel shaped runners, 1-1/4 in. wide by min. 3-1/2 in. deep fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. STEEL INVESTMENT GROUP L L C — AlphaTRAK 1M. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 2O, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Wall Track 1N. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 2P, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. OEG BUILDING MATERIALS — OEG Track 1O. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2Q, proprietary channel shaped runners, min width to accommodate stud size, fabricated from min. 25 MSG (0.018 in. min. bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X Track 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, 5H, 5J and 5K) — Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2B. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C, 5I or 5K) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ CRACO MFG INC — SmartStud25™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ FUSION BUILDING PRODUCTS — Viper25™ IMPERIAL MANUFACTURING GROUP INC — Viper25™ 2C. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ FUSION BUILDING PRODUCTS — Viper20™ IMPERIAL MANUFACTURING GROUP INC — Viper20™ 2D. Framing Members* — Steel Studs — In lieu of Item 2 — Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2E. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — For use with Items 5F or 5G or 5I or 5K only, channel shaped studs, min depth as indicated under Item 5F, 5G or 5I, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA METAL FRAMING — ProSTUD RAM SALES L L C — Ram ProSTUD STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD 2F. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2G. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — Fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE-STUD™ 2I. Framing Members* — Steel Studs — (As an alternate to Item 2, For use with Items 5C or 5L or 5K) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. TELLING INDUSTRIES L L C — Viper25™ 2J. Framing Members* — Metal Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights TELLING INDUSTRIES L L C — Viper20™ 2K. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. EB METAL INC — NITROSTUD 2L. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. OLMAR SUPPLY INC — PRIMESTUD 2M. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. MARINO/WARE, DIV OF WARE INDUSTRIES INC — StudRite™ 2N. Framing Members*— Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min depth 3-1/2 in. and as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in length than assembly height. STEEL INVESTMENT GROUP L L C — AlphaSTUD 2O. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height. Spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Lipped Wall Stud 2P. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, min 25 MSG galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height. Spaced 24 in. OC max. OEG BUILDING MATERIALS — OEG Stud 2Q. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1O, 2Q. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1O, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper X 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only) — (Not Shown) — 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat-head self-drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, gypsum panels attached over OSB or plywood panels and fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4B. Batts and Blankets* — For use with Item 5K. Placed in stud cavities, any min. 3-1/2 in. thick glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4C. Fiber, Sprayed* — (Optional) and as an alternate to Batts and Blankets (Item 4B) where insulation is required - Spray applied granulated mineral fiber material. The fiber is applied with adhesive at a minimum density of 4.0 pcf to completely fill the wall cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC — Type Rockwool Premium Plus 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows:Gypsum Board Protection on Each Side of Wall Min No. of Min Stud Layers Thkns of Depth, in.& Thkns Insulation Rating, Hr Items 2, 2C, 2D, 2F and 2G of PanelMin (Item 4) 1 3-1/2 1 layer, 5/8 in. thick Optional 1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in. thick 3 in. 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional 4 2-1/2 2 layers, 3/4 in. thick 2 in. CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CGC INC — Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (Not Shown) - As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or ¾ in. thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 in. or ¾ in. may be used as alternate to all 5/8 in. or ¾ in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or ¾ in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12). RAY-BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* — (For Use With Item 2B) Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC — Type SCX. UNITED STATES GYPSUM CO — Type SCX, SGX. USG MEXICO S A DE C V — Type SCX. 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. UNITED STATES GYPSUM CO — Type USGX. 5E. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX. 5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Min Stud No. of Layers Min Thkns of Rating,Depth, in.& Thickness Insulation Hr Item 2E of Panel (Item 4) 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SGX, SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE 5H. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 11A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum 5I. Gypsum Board* — (As an alternate to Item 5) - Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated in Item 5. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 5J. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 5K. Gypsum Board* — (Not Shown) — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) need not be staggered. The number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Min No. of Min Stud Layers Thkns of Depth, in. & Thkns Insulation Rating, Hr Items 2 through 2O of Panel (Item 4B) 1 3-5/8 1 layer, 5/8 in. thick 3-1/2 in. 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional UNITED STATES GYPSUM CO — 5/8 in. thick Type ULIX 6. Fasteners — (Not Shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 7. Furring Channels — (Optional, Not Shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A. 7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. minimum self-drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Ca) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 7D. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Da) to studs. Clips spaced 48 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237 or A237R 7E. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item 7Eb. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Ea) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. REGUPOL AMERICA — Type SonusClip 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, Not Shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* — (Optional, Not Shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Item 5B) — Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. 11A. Lead Batten Strips — (Not Shown, For Use With Item 5H) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) — Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 12A. Lead Discs — (Not Shown, for use with Item 5H) — Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) — Lead batten strips, 2 in. wide, max 10 ft the Federal Specification QQ-L-201f, Grades "B, C or D". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use With Item 5E) — 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction-fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.UL ASSEMBLIESA-5 CASSHEET TITLE:SHEET DATE:NO.DRAWN BY: CHECKED BY:REVISIONDATE05-14-24370 15th Ave S; Units A & BJacksonville Beach, FL 32250904.249.0698 pDOHERTY SOMMERSARCHITECTS ENGINEERS, INC.904.241.0691 fwww.dsae.netFlorida Certificate of Auth No: 00009393Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIAFL ARCHITECT - AR0016480CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HASBEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITALSIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.ATLANTIC COASTAPPLIANCETENANT BUILDOUT725 ATLANTIC BOULEVARDATLANTIC BEACH, FLORIDA 32223 (NQQT«#UUGODN[«§§ 2TGECUV«%QPETGVG«7PKVU 2TGECUV«%QPETGVG«7PKVU 9CNN«#UUGODN[«§§ 5VGGN«(NQQT«4WPPGT«§§ 5VWFU«§§ )[RUWO«$QCTF «§§ 6JG«JQWTN[ HKTG«TCVKPI«QH«VJG«LQKPV«U[UVGO«KU«GSWCN«VQ«VJG«JQWTN[«HKTG«TCVKPI«QH«VJG«YCNN (KNN«8QKF«QT«%CXKV[«/CVGTKCN «5GCNCPV«§§/CZ«UGRCTCVKQP«DGVYGGP«VQR«QH«HNQQT«CPF«DQVVQO«QH ««I[RUWO«DQCTF«KU««KP ««*+.6+«%105647%6+10«%*'/+%#.5«&+8«1( ««*+.6+«+0%HWD01901. Floor Assembly - The fire-rated fluted steel floor unit/concrete floor assembly shall be constructed of the materials and in the manner described in the individual D700 Floor-Ceiling Design in the Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Form Units* - Max 3 in. deep galv steel fluted floor units. B. Concrete - Min 2-1/2 in. thick reinforced concrete, as measured from the top plane of the floor units. C. Spray-Applied Fire Resistive Material* - After the installation of the ceiling runner (Item 2A), steel floor units to be sprayed with a 1-1/2 in. thickness of Type MK-6/HY Spray-Applied Fire Resistive Material following the contour and completely filling the flutes and extending 5/8 or 1-1/4 in. either side of the ceiling channel, within the flute, for 1 and 2 Hr rated assemblies, respectively. Material is to be excluded from the valleys of the steel floor units, directly above the gypsum board, 5/8 or 1-1/4 in. from the flanges of the ceiling runners. W R GRACE & CO - CONN CONSTRUCTION PRODUCTS DIV - Type MK-6/HY 2. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of min No. 25 gauge galv steel channels sized to accommodate steel studs (Item 2B). Ceiling runner to be provided with 3 in. flanges. Ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors or by welds spaced max 12 in. OC. A1. Light Gauge Framing*-Slotted Ceiling Runner (For use in applications where joint width does not exceed 1 in.) - As an alternate to the ceiling runners in Item 2A and 2A1, vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips, provided with step bushings, for permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2B). Vertical deflection ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 24 in. OC. SLIPTRACK SYSTEMS INC - SLP-TRK A2. Light Gauge Framing*-Vertical Deflection Ceiling Runner (For use in applications where joint width does not exceed 1 in.) - As an alternate to the ceiling runners in Item 2A and 2A1, vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips, provided with step bushings, for permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2B). Vertical deflection ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 24 in. OC. THE STEEL NETWORK INC - VertiTrack VTD250, -VTD358, -VTD400, -VTD600, -VTD800 Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. December 06, 2004MAX. 2"A3. Light Gauge Framing*- Notched Ceiling Runner - As an alternate to the ceiling runners in Items 2A through 2A2, notched ceiling runners to consist of C-shaped galv steel channel with notched return flanges sized to accommodate steel studs (Item 2B). Notched ceiling runner installed perpendicular to direction of fluted steel deck and secured to valleys with steel masonry anchors spaced max 24 in. OC. DENMAR STEEL INC - Type SCR B. Studs - Steel studs to be min 2-1/2 in. wide. Studs cut 1/2 in. to 3/4 in. less in length than assembly height with bottom nesting in and resting on the floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No. 8 by 1/2 in. long wafer head steel screws at midheight of slot on each side of wall. When vertical deflection ceiling runner (Item 2A) is used, steel studs secured to slotted vertical deflection clips, through bushings, with steel screws at midheight of each slot. Stud spacing not to exceed 24 in. OC. C. Gypsum Board* - One or two layers of 5/8 in. thick gypsum board on each side of wall. Wall to be constructed as specified in the individual Wall and Partition Design, except that a max 2 in. gap shall be maintained between top of gypsum board and bottom plane of steel floor or roof units and the top row of screws shall be installed into the studs 4 in. below the bottom plane of the steel floor units. 3. Joint System - Max separation between bottom of floor or roof units and top of gypsum board at time of installation is 2 in. The joint system is designed to accommodate a max of 12.5 percent compression or extension from its installed width. The joint system consists of a forming material and a fill material between the top of the gypsum board and the bottom of the floor, as follows: A. Forming Material* - Min 4 pcf mineral wool batt insulation shall be cut into strips to fill the gap between the top of the gypsum board and bottom of the floor units. The width of the strips shall be equal to the total thickness of the gypsum board. The strips of mineral wool are compressed 50 percent in thickness and firmly packed into the gap between the top of the gypsum board and bottom of the floor units. FIBREX INSULATIONS INC - FBX Safing Insulation B. Fill, Void or Cavity Material*- Sealant - A 1/8 in. wet thickness of fill material sprayed of troweled on each side of wall to completely cover mineral wool forming material and to overlap 1/2 in. onto gypsum and 2 in. onto spray-applied fire resistive material. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP672 Firestop Spray *Bearing the UL Classification Mark HWD0190Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. December 06, 2004 Sheet Drawing No. FIRESTOP SYSTEMS HILTI, Inc. Tulsa, Oklahoma USA (918) 252-6000 Date Scale Saving Lives through Innovation and Education ENGINEERING JUDGMENT FIRESTOP DETAIL Designed by MAR. 28, 2005 1 of 2 51639a ST FRONT VIEW A A SECTION A-A MAXIMUM 1"MAXIMUM 3"1 2 3 4 5 6 7 CONTRACTOR : DOHERTY SOMMERS F-RATING = 1-HR. OR 2-HR. (SEE NOTE NO. 6) Sheet Drawing No. FIRESTOP SYSTEMS HILTI, Inc. Tulsa, Oklahoma USA (918) 252-6000 Date Scale THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RATINGS IF TESTED. Saving Lives through Innovation and Education ENGINEERING JUDGMENT FIRESTOP DETAIL Designed by 1. BUILT UP METAL ROOF DECK ASSEMBLY (NON FIRE-RATED). 2. GYPSUM WALL ASSEMBLY. (UL/ULC CLASSIFIED U400 SERIES) (1-HR. OR 2-HR. FIRE-RATING). 3. CEILING RUNNER (MIN. 25 GA., WITH 2" FLANGES) FASTENED TO UNDERSIDE OF DECK (SEE NOTE NO. 3 BELOW). 4. STEEL STUDS (MIN. 2-1/2" WIDE), CUT 1/2" TO 3/4" LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. 5. HILTI CP 777 SPEED PLUGS FRICTION FITTED TO COMPLETELY FILL FLUTE FLUSH WITH BOTH SIDES OF WALL (SEE NOTE NO. 4 BELOW). 6. HILTI CP 767 SPEED STRIPS COMPRESSED 50% AND INSERTED INTO JOINT, FLUSH WITH BOTH SIDES OF WALL. 7. MINIMUM 1/8" (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP A MINIMUM 1/2" ONTO GYPSUM AND METAL DECKING ON BOTH SIDES OF GYPSUM WALL ASSEMBLY. NOTES : 1. STEEL FLOOR UNITS MAY BE SPRAYED WITH A MIN. 5/16" THICKNESS TO MAX. 1-3/4" THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING MANUFACTURED BY W.R. GRACE PRIOR TO INSTALLATION OF CEILING RUNNERS. 2. WHEN THE STEEL DECK IS COATED WITH FIREPROOFING, HILTI CP 672 SHALL OVERLAP THE WALL A MINIMUM 1/2" AND OVERLAP THE FIREPROOFING A MINIMUM 2" ON BOTH SIDES OF GYPSUM WALL ASSEMBLY. 3. AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, CEILING RUNNERS, MANUFACTURED BY SLIPTRACK SYSTEMS, METAL-LITE, TOTAL STEEL SOLUTIONS, OR THE STEEL NETWORK MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS. 4. AS AN ALTERNATE TO HILTI CP 767 SPEED STRIPS AND/OR CP 777 SPEED PLUGS, MINERAL WOOL (MIN. 4 PCF DENSITY) COMPRESSED 50% MAY BE USED. 5. T-RATING MAY NOT EQUAL F-RATING IN ACCORDANCE WITH UL 2079. 6. FIRE-RATING OF ASSEMBLY IS ONLY AS GOOD AS PERFORMANCE OF ROOF DECK UNDER FIRE CONDITIONS. MAR. 28, 2005 N/A 2 of 2 51639a CONTRACTOR : DOHERTY SOMMERS F-RATING = 1-HR. OR 2-HR. (SEE NOTE NO. 6 BELOW) ST (REFERENCE : UL SYSTEM NO. HW-D-0042) Sheet Drawing No. FIRESTOP SYSTEMS HILTI, Inc. Tulsa, Oklahoma USA (918) 252-6000 Date Scale FRONT VIEW THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RATINGS IF TESTED. Saving Lives through Innovation and Education A A SECTION A-A ENGINEERING JUDGMENT FIRESTOP DETAIL Designed by NOTES : 1. STEEL FLOOR UNITS MAY BE SPRAYED WITH A MIN. 5/16" THICKNESS TO MAX. 1-3/4" THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING MANUFACTURED BY W.R. GRACE & CO. PRIOR TO INSTALLATION OF CEILING RUNNERS. 2. WHEN THE STEEL DECK IS COATED WITH FIREPROOFING, HILTI CP 672 SHALL OVERLAP THE WALL A MIN. 1/2" AND OVERLAP THE FIREPROOFING A MIN. 2" ON BOTH SIDES OF GYPSUM WALL ASSEMBLY. 3. AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, CEILING RUNNERS, MANUFACTURED BY SLIP- TRACK SYSTEMS, INC., METAL-LITE, TOTAL STEEL SOLUTIONS, OR THE STEEL NETWORK MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS. 4. AS AN ALTERNATE TO HILTI CP 767 SPEED STRIPS, MINERAL WOOL (MIN. 4 PCF DENSITY) COMPRESSED 50% MAY BE USED. 5. T-RATING MAY NOT EQUAL F-RATING IN ACCORDANCE WITH UL 2079. 6. FIRE-RATING OF ASSEMBLY IS ONLY AS GOOD AS PERFORMANCE OF ROOF DECK UNDER FIRE CONDITIONS. 1. BUILT UP METAL ROOF DECK ASSEMBLY (NON FIRE-RATED). 2. GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U400 SERIES) (1-HR. OR 2-HR. FIRE-RATING). 3. CEILING RUNNER (MIN. 25 GA., WITH 2" FLANGES) FASTENED TO UNDERSIDE OF DECK (SEE NOTE NO. 3 BELOW). 4. STEEL STUDS (MIN. 2-1/2" WIDE), CUT 1/2" TO 3/4" LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. 5. HILTI CP 767 SPEED STRIPS COMPRESSED 50% AND INSERTED INTO JOINT, FLUSH WITH BOTH SIDES OF WALL SURFACES. 6. MINIMUM 1/8" (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP MINIMUM 1/2" ONTO GYPSUM WALL AND METAL DECKING, ON BOTH SIDES OF WALL ASSEMBLY.MAX. 3"MAX. 1"1 2 3 4 56 MAR. 28, 2005 1 of 1 51640a CONTRACTOR : DOHERTY SOMMERS F-RATING = 1-HR. OR 2-HR. (SEE NOTE NO. 6 BELOW) ST (REFERENCE : UL SYSTEM NO. HW-D-0049)UL ASSEMBLIESA-5.1 CASSHEET TITLE:SHEET DATE:NO.DRAWN BY: CHECKED BY:REVISIONDATE05-14-24370 15th Ave S; Units A & BJacksonville Beach, FL 32250904.249.0698 pDOHERTY SOMMERSARCHITECTS ENGINEERS, INC.904.241.0691 fwww.dsae.netFlorida Certificate of Auth No: 00009393Florida License No.: AA26000952DESIGNER EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS, PLANS & DESIGNS ARE NOT TO BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT EXPRESSED WRITTEN PERMISSION AND CONSENT OF DOHERTY SOMMERS ARCHITECTS ENGINEERS, INC. THESE PLANS SHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.CRAIG A. SOMMERS, AIAFL ARCHITECT - AR0016480CASCRAIG A. SOMMERS, STATE OF FLORIDA, REGISTERED ARCHITECT, LICENSE NO. AR0016480. THIS ITEM HASBEEN ELECTRONICALLY SIGNED AND SEALED BY CRAIG A. SOMMERS, AIA ON 05/14/24 USING A DIGITALSIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.ATLANTIC COASTAPPLIANCETENANT BUILDOUT725 ATLANTIC BOULEVARDATLANTIC BEACH, FLORIDA 32223SCALE: 1"= 1'-0" JUNCTION OF NON-RATED PARTITION WITH RATED PARTITION COORDINATE SITE SPECIFIC FIRE PROOFING DETAILS (TOP OF WALL FIRE SAFING & FIRE SEALING; WALL PENETRATIONS) w/HILTI REPRESENTATIVE