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Zoning approved Architectural Plans - Ahearn Mixed Use 2 of 2 REVISION 11-10-22A311PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233SECTIONSAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 90892 A314 3 A314 4 A311 ±0" 1ST FLOOR ±0" 1ST FLOOR +11'-8" 2ND FLOOR +11'-8" 2ND FLOOR +21'-11" 3RD FLOOR +21'-11" 3RD FLOOR +34'-11 1/2" LIMIT +34'-11 1/2" LIMIT 1'-2 1/2"10'-7" MODIFIED BITUMEN ROOFING OVER 3/4" TONGUE AND GROOVE PLYWOOD DECKING OVER SLOPED TJI (SEE STRUCT) @ 24" O.C. CMU PARAPET COMPACTED FILL 4", 3,000 PSI CONCRETE SLAB W/ 6" W.W.F. (OR FIBERMESH) & VAPOR BARRIER 1HOUR FLOOR/CEILING ASSEMLBY TYP 8" CMU WALL. EXT-EIFS, INT-GYP ON FURRING 8" CMU WALL. EXT-EIFS, INT-GYP ON FURRING C.I.P CONCRETE BEAM ALUM. SHADE DEVICE (TYP) COMPACTED FILLCONT. CONC. FOOTER (SEE STRUCT) ALUMINUM STOREFRONT SYSTEM ALUMINUM STOREFRONT SYSTEM CONCRTE COLUMN FOOTER SEE STRUCT C.I.P. CONCRTE COLUMN (TYP) SEE STRUCT 2 HOUR FLOOR/CEILING ASSEMBLY IN PARKING AREA 1HOUR FLOOR/CEILING ASSEMLBY TYP CMU PLANTER W/EVERGREEN SHRUB 1 A314 4 A314 ±0" 1ST FLOOR ±0" 1ST FLOOR +11'-8" 2ND FLOOR +11'-8" 2ND FLOOR +21'-11" 3RD FLOOR +21'-11" 3RD FLOOR +34'-11 1/2" LIMIT +34'-11 1/2" LIMIT CMU PARAPET 4", 3,000 PSI CONCRETE TURN-DOWN SLAB W/ 6" W.W.F. (OR FIBERMESH) & VAPOR BARRIER 8" CMU WALL. EXT-EIFS, INT-GYP ON FURRING COMPACTED FILLCOMPACTED FILLCONT. CONC. FOOTER (SEE STRUCT) C.I.P. CONCRTE COLUMN (TYP) SEE STRUCT C.I.P. CONCRTE COLUMN (TYP) SEE STRUCT CONCRTE PLANTER CONT. CONC. FOOTER (SEE STRUCT) C.I.P. CONCRTE COLUMN (TYP) SEE STRUCT PREFAB SHADE DEVICE ALUMINUM STOREFRONT SYSTEM ALUMINUM STOREFRONT SYSTEM 1HOUR FLOOR/CEILING ASSEMLBY TYP 1HOUR FLOOR/CEILING ASSEMLBY TYP MODIFIED BITUMEN ROOFING OVER 3/4" TONGUE AND GROOVE PLYWOOD DECKING OVER SLOPED TJI (SEE STRUCT) @ 24" O.C. 5'-0" ELEVATOR PIT PER MANUFUCTURER REQUIREMENTS ELEVATOR OVERHEAD CLEARANCE PER OTIS HYDROLIFT 3500. BEAM TO BE REMOVED AFTER CAR INSTALLATION 4" CONCRETE SLAB 11'-8"10'-3"12'-6"6 1/2"1/4"SLOPE 1/4"SLOPE ±0" 1ST FLOOR +11'-8" 2ND FLOOR +21'-11" 3RD FLOOR +34'-11 1/2" LIMIT 6'-1 1/2"10'-3"5'-1 1/2"CANTILEVERED HVAC SHELF A/C COMPRESSOR SCREEN THREADED ROD SUPPORT FROM ABOVE TJI SINGLY PLY ROOFING MEMBRANE OVER 3/4" DECK SINGLY PLY ROOFING MEMBRANE OVER 3/4" DECK 5 1/2"1'-0 1/2"5 1/2" 2'-0" CMU WALL EFIS FINISH DRAIN WATERPROOF MEMBRANE CONCRETE CAP EVERGREEEN SHRUB SCALE: 3/16" = 1'-0"1 SECTION A SCALE: 3/16" = 1'-0"2 SECTION B SCALE: 3/16" = 1'-0"3 SECTION F SCALE: 1" = 1'-0"4 TERRACE PLANTER WALL DETAIL Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc." Digitally signed by John Zona Date: 2022.11.0 7 11:24:51 -05'00' By Toni Gindlesperger at 3:55 pm, Nov 10, 2022 A312PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233SECTIONSAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 90891 A315 2 A315 5 A314 9 A317 5 A307 ±0" 1ST FLOOR ±0" 1ST FLOOR +11'-8" 2ND FLOOR +11'-8" 2ND FLOOR +21'-11" 3RD FLOOR +21'-11" 3RD FLOOR +34'-11 1/2" LIMIT +34'-11 1/2" LIMIT 3'-6"10'-7"9'-0"5'-0"10'-6 1/2"12'-6"10'-5"4", 3,000 PSI CONCRETE TURN-DOWN SLAB W/ 6" W.W.F. (OR FIBERMESH) & VAPOR BARRIER 8" CAST IN PLACE REINFORCED CONCRETE PRE-FAB ALUMINUM AWNING METAL RAILING W/ WOOD HANDRAIL 5" METAL STUD WALL W/ 1/2" DENSGLASS SHEATHING, VAPOR BARRIER, & EIFS FINISH CONCRETE COLUMN (SEE STRUCT) ALUMINUM GUTTER DOUBLE STUD WALL 24" O.C. TJI SLOPED TO DRAIN(SEE STRUCT) @ 24" O.C. W/ 3/4" PLYWOOD DECKING & SINGLE PLY ROOFING 1HOUR FLOOR/CEILING ASSEMLBY TYP 2 HOUR FLOOR/CEILING ASSEMBLY IN PARKING AREA 1HOUR FLOOR/CEILING ASSEMLBY TYP MODIFIED BITUMEN ROOFING OVER 3/4" TONGUE AND GROOVE PLYWOOD DECKING OVER SLOPED TJI (SEE STRUCT) @ 24" O.C. CONCRETE COLUMN (SEE STRUCT) PROPERTY LINE C.I.P. CONCRETE SLAB SLOPED TO DRAIN WATERPROOFED WITH BASF. Master Seal Traffic 1500 system 3 A315 2 A304 2 A307 ±0" 1ST FLOOR ±0" 1ST FLOOR +11'-8" 2ND FLOOR +11'-8" 2ND FLOOR +21'-11" 3RD FLOOR +21'-11" 3RD FLOOR +34'-11 1/2" LIMIT +34'-11 1/2" LIMIT 3'-6"3'-6"8'-2"2'-1" COMPOSITE MEMBER TRELLIS PRE-FAB ALUMINUM AWNING METAL RAILING W/ WOOD HANDRAIL 8" CMU WALL. EXT-EIFS, INT- GYP ON FURRING8" CMU WALL. EXT-EIFS, INT- GYP ON FURRING CAST IN PLACE CONCRETE WALL. EXT- EIFS, INT- GYP ON FURRING 4", 3,000 PSI CONCRETE TURN-DOWN SLAB W/ 6" W.W.F. (OR FIBERMESH) & VAPOR BARRIER COMPACTED FILLCOMPACTED FILLCONT. CONC. FOOTER (SEE STRUCT) FOOTING FOR C.I.P. (SEE STRUCT) PRE-FAB SCREEN SUNSHADE 1HOUR FLOOR/CEILING ASSEMLBY TYP 1HOUR FLOOR/CEILING ASSEMLBY TYP MODIFIED BITUMEN ROOFING OVER 3/4" TONGUE AND GROOVE PLYWOOD DECKING OVER SLOPED TJI (SEE STRUCT) @ 24" O.C. CONCRETE COLUMN (SEE STRUCT) PROPERTY LINE C.I.P. CONCRETE SLAB SLOPED TO DRAIN WATERPROOFED WITH BASF. Master Seal Traffic 1500 system SCALE: 3/16" = 1'-0"1 SECTION E SCALE: 3/16" = 1'-0"2 SECTION D Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc." By Toni Gindlesperger at 3:55 pm, Nov 10, 2022 A313PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233SECTIONSAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 9089±0" 1ST FLOOR +11'-8" 2ND FLOOR +21'-11" 3RD FLOOR +34'-11 1/2" LIMIT CMU PARAPET 4", 3,000 PSI CONCRETE TURN-DOWN SLAB W/ 6" W.W.F. (OR FIBERMESH) & VAPOR BARRIER 8" CMU WALL. EXT-EIFS, INT-GYP ON FURRING COMPACTED FILLCOMPACTED FILLCONT. CONC. FOOTER (SEE STRUCT) GREEN WALL, SEE CIVIL 2 HOUR FLOOR/CEILING ASSEMBLY IN PARKING AREA 1HOUR FLOOR/CEILING ASSEMLBY TYP MODIFIED BITUMEN ROOFING OVER SLOPED LIGHTWIEGHT CONCRETE ON ON 4" CONCRETE SLAB MODIFIED BITUMEN ROOFING OVER 3/4" TONGUE AND GROOVE PLYWOOD DECKING OVER SLOPED TJI (SEE STRUCT) @ 24" O.C. ±0" 1ST FLOOR +11'-8" 2ND FLOOR +21'-11" 3RD FLOOR +34'-11 1/2" LIMIT 4", 3,000 PSI CONCRETE TURN-DOWN SLAB W/ 6" W.W.F. (OR FIBERMESH) & VAPOR BARRIER CONT. CONC. FOOTER (SEE STRUCT) C.I.P. CONCRETE SLAB SLOPED TO DRAIN 8" CAST IN PLACE REINFORCED CONCRETE PRE-FAB ALUMINUM AWNING 8" CMU WALL. EXT-EIFS, INT- GYP ON FURRING CAST IN PLACE CONCRETE WALL. EXT- EIFS, INT- GYP ON FURRING 8" CAST IN PLACE REINFORCED CONCRETE C.I.P. CONCRETE SLAB SLOPED TO DRAIN WATERPROOFED WITH BASF. Master Seal Traffic 1500 system DOUBLE STUD WALL 24" O.C. FOOTING FOR C.I.P. (SEE STRUCT) COMPACTED FILLCOMPACTED FILL 1HOUR FLOOR/CEILING ASSEMLBY TYP 1HOUR FLOOR/CEILING ASSEMLBY TYP MODIFIED BITUMEN ROOFING OVER 3/4" TONGUE AND GROOVE PLYWOOD DECKING OVER SLOPED TJI (SEE STRUCT) @ 24" O.C. GUTTER PROPERTY LINE SCALE: 3/16" = 1'-0"1 SECTION C SCALE: 3/16" = 1'-0"2 SECTION C Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc." By Toni Gindlesperger at 3:55 pm, Nov 10, 2022 A314PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233WALL SECTIONSAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 90895 A306 6" CANT STRIP MEMBRANE ROOFING WRAPPED UP PARAPET CONTINUOUS METAL CAP FLASHING 12" TJI FLOOR/CEILING ASSEMBLY CMU WALL , EIFS EXT. GYP ON FURRING INT. STOREFRONT WINDOW SYSTEMS 12" TJI FLOOR/CEILING ASSEMBLY 12" TJI ROOF/CEILING ASSEMBLY ALUMINUM FRAME SHADE DEVICE STOREFRONT WINDOW SYSTEMS ALUMINUM FRAME SHADE DEVICE C.I.P. CONCRTE COLUMN (TYP) SEE STRUCT C.I.P. CONCRTE BEAM (TYP) SEE STRUCT 6" CANT STRIP MEMBRANE ROOFING WRAPPED UP PARAPET CONTINUOUS METAL CAP FLASHING CONRETE BEAM (SEE STRUCT) CONCRETE COLUMN (SEE STRUCT) 12" TJI FLOOR/CEILING ASSEMBLY CMU WALL STOREFRONT WINDOW SYSTEMS 12" TJI FLOOR/CEILING ASSEMBLY 12" TJI ROOF/CEILING ASSEMBLY ALUMINUM FRAME SHADE DEVICE ALUMINUM FRAME SHADE DEVICE STOREFRONT WINDOW SYSTEMS CMU WALL STOREFRONT SYSTEM 6" CANT STRIP MEMBRANE ROOFING WRAPPED UP PARAPET CONTINUOUS METAL CAP FLASHING 12" TJI FLOOR/CEILING ASSEMBLY CMU WALL , EIFS EXT. GYP ON FURRING INT. 12" TJI FLOOR/CEILING ASSEMBLY 12" TJI ROOF/CEILING ASSEMBLY ALUMINUM FRAME SHADE DEVICE ALUMINUM FRAME SHADE DEVICE CONTINUOUS METAL CAP FLASHING 6" CANT STRIP MEMBRANE ROOFING WRAPPED UP PARAPET 12" TJI ROOF/CEILING ASSEMBLY CMU WALL STOREFRONT WINDOW SYSTEMS ALUMINUM FRAME SHADE DEVICE 12" TJI FLOOR/CEILING ASSEMBLY 12" TJI FLOOR/CEILING ASSEMBLY ALUMINUM FRAME SHADE DEVICE STOREFRONT WINDOW SYSTEMS CONRETE BEAM (SEE STRUCT) CONCRETE COLUMN (SEE STRUCT) CMU WALL 6" CANT STRIP MEMBRANE ROOFING WRAPPED UP PARAPET 12" TJI FLOOR/CEILING ASSEMBLY CONTINUOUS METAL CAP FLASHING CMU WALL STOREFRONT WINDOW SYSTEMS ALUMINUM FRAME SCREEN AWNINIG 12" TJI FLOOR/CEILING ASSEMBLY ALUMINUM FRAME SCREEN AWNINIG STOREFRONT WINDOW SYSTEMS CONRETE BEAM (SEE STRUCT) CONCRETE COLUMN (SEE STRUCT) SCALE: 1/2" = 1'-0"1 WALL SECTION 1 SCALE: 1/2" = 1'-0"2 WALL SECTION 2 SCALE: 1/2" = 1'-0"3 WALL SECTION 3 SCALE: 1/2" = 1'-0"4 WALL SECTION 4 SCALE: 1/2" = 1'-0"5 WALL SECTION 6 Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc." By Toni Gindlesperger at 3:56 pm, Nov 10, 2022 A315PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233WALL SECTIONSAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 9089METAL STUD WALL STOREFRONT WINDOW SYSTEMS 12" TJI ROOF/CEILING ASSEMBLY T&G CEILING STOREFRONT WINDOW SYSTEMS CONRETE BEAM (SEE STRUCT) CONRETE BEAM (SEE STRUCT) POURED IN PLACE CONCRETE SLAB 12" TJI FLOOR/CEILING ASSEMBLY CONRETE BEAM (SEE STRUCT) CONRETE BEAM (SEE STRUCT) CONCRETE STAIRS FROM 2ND TO 3RD FLOOR 12" TJI FLOOR/CEILING ASSEMBLY POURED IN PLACE CONCRETE SLAB POURED IN PLACE CONCRETE SLAB STOREFRONT WINDOW SYSTEMS TEMPERED GLASS WATERWALL WATER FEATURE 6 A306 5 A307 PRE-FAB ALUMINUM AWNING CONCRETE COLUMN CONTINUOUS METAL CAP FLASHING 12" TJI ROOF/CEILING ASSEMBLY 8" CAST IN PLACE REINFORCED CONCRETE SLAB (SLOPED TO EXTERIOR) ALUMINUM GUTTER DOUBLE STUD WALL 24" O.C. 8" CAST IN PLACE REINFORCED CONCRETE BEAM STOREFRONT WINDOW METAL RAILING W/ WOOD HANDRAIL 8" CAST IN PLACE REINFORCED CONCRETE BEAM 8" CAST IN PLACE REINFORCED CONCRETE SLAB (SLOPED TO EXTERIOR) CONCRETE STAIRS CONCRETE COLUMN 1/8" PER 12" 1/8" PER 12" 2 A304 2 A307 3'-6"3'-6"6" CANT STRIP MEMBRANE ROOFING WRAPPED UP PARAPET CONTINUOUS METAL CAP FLASHING 8" CAST IN PLACE REINFORCED CONCRETE COMPOSITE MEMBER TRELLIS 8" CMU WALL. EXT-EIFS, INT- GYP ON FURRING 8" CAST IN PLACE REINFORCED CONCRETE PRE-FAB ALUMINUM AWNING METAL RAILING W/ WOOD HANDRAIL CAST IN PLACE CONCRETE WALL. EXT- EIFS, INT- GYP ON FURRING FOOTING FOR C.I.P. (SEE STRUCT) SCALE: 1/2" = 1'-0"1 WALL SECTION 7 SCALE: 1/2" = 1'-0"2 WALL SECTION 8 SCALE: 1/2" = 1'-0"3 WALL SECTION 9 Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc." By Toni Gindlesperger at 3:56 pm, Nov 10, 2022 A316PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233STAIR A PLANS & SECTIONSAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 908915R @ 6-15/16" = 8'-8"6R @ 6"" = 3'-0"14T @ 11"=6'-9 13/64"7'-0"HEAD CLEARANCEUP UP 14T @ 11" = 12'-10"1'-0"5'-0"5T@ 11" = 4'-7"11"8'-0"11"5T@ 11" = 4'-7"10'-4"R 15'-11"20T @11"=18'-4"2'-1"1'-1"5T@ 11" = 4'-7"1'-7 1/2"6'-7"1'-7 1/2"5T@ 11" = 4'-7"1'-1"3'-8 1/2"4'-4"3'-6" GUARD RAIL3'-0" HAND RAIL3'-6"4"4"3'-0"1 1/2"MIN1 1/2"MIN2"MAX3" SPHERE MAX 6" SPHERE MAX 4x4 COMPOSITE TOP RAIL 3/4" ALUMINUM ROD BALUSTERS 4x4 ALUMINUM POST 1/4" ALUMINUM BASE PLATE ANCHORED TO SLAB HANDRAIL ±0" 1ST FLOOR +11'-8" 2ND FLOOR 16R @ 6-1/2" = 8'-8"6R @ 6" = 3'-0"11" 5T @ 11"4'-7"3'-6"GUARDRAIL3'-0"HANDRAIL+11'-8" 2ND FLOOR +21'-11" 3RD FLOOR 20 R @ 6 5/32"= 10'-3"42"36"2'-1 1/2" 20 T @ 11"=18'-3 1/2" SCALE: 1/2" = 1'-0"3 STAIR SECTION A-1 SCALE: 1/2" = 1'-0"1 STAIR A PLAN - 1ST TO 2ND SCALE: 1/2" = 1'-0"2 STAIR A PLAN - 2ND TO 3RD SCALE: 1" = 1'-0"6 RAILING DETAIL SCALE: 1/2" = 1'-0"4 STAIR SECTION A-2 SCALE: 1/2" = 1'-0"5 STAIR SECTION A-3 Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc." By Toni Gindlesperger at 3:56 pm, Nov 10, 2022 A317PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233STAIR B PLANS & ELEVATORAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 9089UP DWN UP 04 8'-0 1/2"4'-11 1/2"4'-0"4'-0"4'-11 1/2"8 T@ 11"=7'-4"11" 1'-0"11" 1'-0" 4'-11 1/2" CONT. 42" GUARDRAIL W/HANDRAIL WALL MOUNTED HANDRAIL INTERMEDIATE LANDING 2ND FLOOR UP UP 04 8'-0"4'-1"10 T@ 11"=8'-3"4'-11"4'-0"4'-0"4'-0 1/2"9 T@ 11"=8'-3"1'-0" 1'-0"11" 1'-0"9'-3"CONT. 42" GUARDRAIL W/HANDRAIL WALL MOUNTED HANDRAIL INTERMEDIATE LANDING GROUND FLOOR 5'-0"PIT DEPTH11'-8"10'-3"12'-4"CLEAR OVERHEAD7'-0" CLEAR OPENING7'-10" R.O.21'-11" TOTAL RISE7'-0" CLEAR OPENING7'-10" R.O.7'-0" CLEAR OPENING7'-10" R.O.6" CANT STRIP 8" CMU ELEVATOR SHAFT MEMBRANE ROOFING OVER SLOPED CONCRETE. CONTINUE TO ROOF 1 1/2" METAL FURRING W/ 1/2" GYPSUM TEMPORARY HOISTWAY BEAM, TO BE REMOVED AFTER ELEVATOR CAR INSTALLATION R/O7'-10" 5'-2" 07 ope8'-6"2"5'-2"R.O.3'-2"7'-0 1/2" 3'-0"2'-9"1'-0"3'-6"4'-0"SUMP PUMPCOORDINATE LOCATION W/ELEVATOR MANUFACTURER 0" 5'-10" 11'-8" 16'-9 1/2" 21'-11" 27'-0 1/2" 34'-3 1/4" 34'-11 1/2"MAX HEIGHT ROOF ACCESS HATCH ROOF ACCESS LADDER RUN 1 RUN 2 RUN 3 RUN 4 RUN 5 10R @ 7"= 5'-10" 10 R @ 7" = 5'-10" 9 R @ 6 53/64"=5'-1 1/2" 9 R @ 6 53/64"=5'-1 1/2" 9 R @ 6 53/64"=5'-1 1/2" 4'-11 3/8"4'-11 3/8"7'-4"8T@11" 8'-3"9T@11"4'-11 3/8" 18'-6" 4'-11 3/8"7'-4"8T@11" 4'-8"8'-3"9T@11"4'-11 3/8" 4'-11 3/8"7'-4"8T@11"5'-9" UP DWN 04 8'-0"4'-11 1/2"8 T@ 11"=7'-4"4'-11 1/2"4'-0"4'-11 1/2"8 T@ 11"=7'-4"11" 1'-0"11" 1'-0" 3RD FLOOR ROOF ACCESS LANDING SCALE: 3/8" = 1'-0"3 STAIR B PLAN - 2ND SCALE: 3/8" = 1'-0"2 STAIR B PLAN - 1ST SCALE: 3/8" = 1'-0"9 ELEVATOR SECTION SCALE: 1/2" = 1'-0"10 ELEVATOR PLAN SCALE: 3/8" = 1'-0"1 STAIR B SECTION SCALE: 3/8" = 1'-0"4 STAIR B PLAN - 3RD SCALE: 1" = 1'-0"6 PAN STAIR DETAILS SCALE: 1" = 1'-0"7 PAN STAIR DETAILS SCALE: 1" = 1'-0"8 RAIL DETAIL NOT TO SCALE 5 TYPICAL LANDING Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc." By Toni Gindlesperger at 3:56 pm, Nov 10, 2022 A318PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233ENLARGED BATHROOMSAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 908912 14 12 06 06 06 05 06 05 06 09 5'-2"1'-8 1/2"2'-9 1/2"1'-8"6'-3"5'-0"1'-4 1/2"1'-7"3'-0"1'-8"7'-7"2'-0 1/2"1'-6"3'-6"10"3'-6" 2'-6"5'-0"4'-0"4'-8"5'-0"4'-0"1'-6"5'-0"4'-6"5'-0"3'-11" 1'-6"5'-0"4'-6"3'-6"4'-10" 1'-10" 5'-0"4'-8"5'-0"1'-0"3'-6"5'-1"1'-6 1/2"1'-6 1/2" 2'-6"4'-0"2'-6"1'-2"3'-0"5'-5 1/2"4'-2"4'-0"2'-6"60"(REF. FIG. 43 ADA/43 ANSI) ELEVATION-SIGNAGE MOUNT ON LATCHSIDE OF DOOR DISPLAY CONDITIONS(HIGH CONTRAST) INSULATED WHERE 27" MIN9" MIN.25"33"(MIN)19"19"18" ELEVATION-TOILET/LAV.ELEVATION-TOILET 7"-9" ELEVATION-LAV. 6" MAX15"42" MIN. 12" DISPOSALFEMININE NAPKIN 36" (MIN) (DASHED)29" MIN.40" MAXMIN.34" MAX.8" MIN. EXPOSED KNEE CLEARANCE RIM HOLDER GRAB BAR TOILET PAPER MIRROR DRAIN LINES TO BE HOT WATER &MIRROR (39.5"TO BOT.OF FRAME)17" MIN.17" MIN.FEMININE NAPKIN PLAN-PAPER TOWEL DISP. ELEVATION-MIRROR & WASTE RECEPTACLEELEVATION-PAPER TOWEL DISP. COIN INSERTS (REF.FIG.31 ADA/31 ANSI/55 FL) MIRROR74"40"39.5" w/ FRAME48"FORWARD REACH48" MAX.FORWARD REACHFORWARD REACH48" MAX.FORWARD REACH48" NAPKIN VENDER ELEVATION-FEMININE SIDE REACH48" MAX.54" MAX.SIDE REACH15"9"PLAN-FEMININE NAPKIN VENDER PROFILE-FEMININE NAPKIN VENDER 30"MAX.30" 48" VENDERFEMININE NAPKIN 36"30"30"48"18"MIN.VENDERVENDER FEMININENAPKIN ELEVATION-SOAP DISPENSER48" MAX.FORWARD REACHSOAPDISPENSERSOAPDISPENSER NOTE: ALL ACCESSORIES TO BE BOBRICKBRUSHED STAINLESS OR EQUAL ADA NOTES: 1. HANDICAP ACCESS MOUNTING DIMENSIONS ARE VERY CRITICAL AND HAVE NO MINUS TOLERANCES. 2. ALL DIMENSIONS SHOWN ARE FROM FACE OF FINISH. FINISH THICKNESS MUST BE ADDED TO ANY ROUGH IN DIMENSIONS. 3. PROVIDE CONTINUOUS HORIZONTAL STEEL OR P.C. WOOD BRACING IN WALLS FOR GRAB BARS, TOILET PARTITION BRACKETS, URINAL SCREENS AND TOILET ACCESSORIES CAPABLE OF SUPPORTING A MINIMUM LOAD OF 250 POUNDS. (REF. FBC) 4. DOORS TO BE ACCESSIBLE TO COMPLY WITH ALL THE REQUIREMENTS OF 11-4.13. 5. 60" MANEUVERING SPACE (11-9.2.2) 6. VISUAL ALARMS, NOTIFICATION DEVICES AND TELEPHONES TO COMPLY WITH 11-9.3. C/L 24"(MIN)12"(MIN)33"(MIN)30" ELONGATED WALL HUNG ELEVATION-URINAL PLAN-URINAL 14" MIN.17"20"URINALMIN.14"SCREENWALL HUNG H.C.48"MAX.WALL HUNG 10" 8"27"36"9"MIN.MIN. MAX.MIN.ELEVATION-E.W.C./ 6" (REF. FIG. 27 ADA/27 ANSI/49 FL) 17"-19" DASHED KNEE SPACE DRINKING FOUNTAIN DRINKING FOUNTAIN 30"48"MAX.54"ELEVATION-FIRE EXTINGUISHER CABINET HANDLE MAX.*note: drinking fountain for standing persons shall be 38"min-43" max a.f.f. PLAN VIEW HI/LO DRINKING FOUNTAIN 15"min 5"max SCALE: 1/2" = 1'-0"1 ENLARGED TYP RESTROOM NOT TO SCALE 2 ADA GUIDELINES Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc." By Toni Gindlesperger at 3:56 pm, Nov 10, 2022 A319PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233DOOR & WINDOW ELEVATIONSAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 9089Element ID 01 02 03 04 05 06 07 08 09 R/O ELEVATION 7'-0"1'-0"3'-0"7'-2"3'-0"7'-0"2'-0"3'-0" 3'-0"6'-8"3'-0"6'-8"2'-6"6'-8"5'-2"7'-10"COUNT 12 2 3 4 4 10 4 2 2 3 NOTES EXTERIOR - GLASS ENTRY W/ TRANSOM EXTERIOR - GLASS ENTRY EXTERIOR - GLASS ENTRY W/ TRANSOM HOLLOW METAL DOOR INTERIOR - RESTROOM PARTITION ADA - CONFIRM DIMS W/ MANUFACTURER INTERIOR - RESTROOM PARTITION- CONFIRM DIMS W/MANUFACTURER INTERIOR - SOLID SWINGING-ELECTRICAL ROOM HOLLOW METAL DOOR INTERIOR - SOLID SWINGING---- Fire Resistance Rating Unrated Unrated Unrated 1.5 hours Unrated Unrated 20 minutes 1.5 hours Unrated Unrated DOOR ELEVATIONS METAL STUD WALL W/ BATT INSULATION 1/2" DRYWALL 1/2" DENSGLASS SHEATHING EFIS FINISH DOOR FRAME, SHIM TO FIT CONTINUOUS METAL DRIP EDGE METAL JOIST HEADER (PER DELEGATED LT GAUGE FRAMING ENGINEERING) METAL STUD WALL W/ BATT INSULATION 1/2" DRYWALL 1/2" DENSGLASS SHEATHING EFIS FINISH WINDOW FRAME, SHIM TO FIT CONTINUOUS METAL DRIP EDGE METAL JOIST HEADER (PER DELEGATED LT GAUGE FRAMING ENGINEERING) EFIS FINISH WINDOW FRAME, SHIM TO FIT J-CLIP METAL STUD WALL W/ BATT INSULATION 1/2" DRYWALL 1/2" DENSGLASS SHEATHING WINDOW ID 03 04 05 ELEVATION 4'-0"8'-0"10'-0"8'-0"19'-0"8'-0"COUNT 18 4 1 NOTES STOREFRONT SYSTEM W/ BUTT-GLAZING AT MULLIONS STOREFRONT SYSTEM W/ BUTT- GLAZING AT MULLIONS STOREFRONT SYSTEM W/ BUTT-GLAZING AT MULLIONS WINDOW ID 06 07 08 09 10 ELEVATION 18'-0"9'-0"9'-0"8'-0"4'-0"8'-0"5'-6"9'-0"12'-0"9'-0"COUNT 2 2 2 1 1 NOTES STOREFRONT SYSTEM W/ BUTT-GLAZING AT MULLIONS STOREFRONT SYSTEM W/ BUTT- GLAZING AT MULLIONS STOREFRONT SYSTEM W/ BUTT-GLAZING AT MULLIONS STOREFRONT SYSTEM W/ BUTT-GLAZING AT MULLIONS STOREFRONT SYSTEM W/ BUTT-GLAZING AT MULLIONS WINDOW ID 11 12 13 14 15 16 17 ELEVATION 3'-8"9'-0"6'-0"5'-0"4'-0"5'-0"2'-0"5'-0"11'-0"7'-0"4'-0"5'-0"6'-0"2'-6"COUNT 2 31 2 28 1 16 6 NOTES FIXED STOREFRONT FIXED STOREFRONT FIXED STOREFRONT FIXED STOREFRONT STOREFRONT SYSTEM W/ BUTT-GLAZING AT MULLIONS FIXED STOREFRONT FIXED STOREFRONT WINDOW ID 18 ELEVATION 2'-0"2'-6"COUNT 4 NOTES FIXED STOREFRONT CMU WALL TYP DOOR FRAME, SHIM TO FIT STUCCO OR SIDING CONTINUOUS METAL DRIP EDGE 2x4 VINYL TRIM CONCRETE LINTEL BEAM (SEE STRUCTURAL) P.T. 2x10 BUCK CMU WALL W/ 1 1/2" FURRING & RIGID INSULATION (SEE STRUCTURAL) WINDOW FRAME, SHIM TO FIT STUCCO OR SIDING CONTINUOUS METAL DRIP EDGE 2x4 VINYL TRIM CONCRETE LINTEL BEAM (SEE STRUCTURAL) P.T. 2x10 BUCK 2x4 VINYL TRIM CMU WALL W/ 1 1/2" FURRING & RIGID INSULATION (SEE STRUCTURAL) STUCCO J-CLIP WINDOW FRAME, SHIM TO FIT STUCCO OR SIDING P.T. 2x10 BUCK SCALE: 1 1/2"= 1'-0"1 DOOR HEAD DETAIL SCALE: 1 1/2"= 1'-0"2 WINDOW HEAD DETAIL SCALE: 1 1/2"= 1'-0"3 WINDOW SILL DETAIL SCALE: 1 1/2"= 1'-0"4 DOOR HEAD DETAIL SCALE: 1 1/2"= 1'-0"5 WINDOW HEAD DETAIL SCALE: 1 1/2"= 1'-0"6 WINDOW SILL DETAIL Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc." By Toni Gindlesperger at 3:56 pm, Nov 10, 2022 A320PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 32233NET SQUARE FOOTAGE FOR PARKING CALCSAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 9089COAB Sec. 24-161. - Off-street parking and loading. NET USABLE AREAS CONTRIBUTING TO PARKING CALCULATIONS -1ST FLOOR 4,173 S.F. -2ND FLOOR 7,218 S.F. -3RD FLOOR 7,277 S.F. TOTAL PROJECT AREA 18,688 S.F. 18,688 /400 (PER ZONING)= 46.67 PARKING REQUIRED -25 VALET SPACES -8 ON-STREEET -2 ACCESSIBLE SPACES -4 MOTORCYLE (=2 SPACES) -7 REQUIRED BICYCLE ( NO CREDIT TOWARDS PARKING REQ.) -37 ADDITIONAL BICYCLE (=9 SPACES) -PRESERVED TREE REDUCTION=2 SPACES TOTAL VALUE APPLIED TOWARD PARKING REQUIREMENT=48 UP UP UP UP 2,838 sq ft 1,335 sq ft DN DN DN DN UP UP 2,739 sq ft 4,479 sq ft DN DN UP 2,737 sq ft 4,540 sq ft SCALE: 3/32" = 1'-0"1 1ST FLOOR NSF SCALE: 3/32" = 1'-0"2 2ND FLOOR NSF SCALE: 3/32" = 1'-0"3 3RD FLOOR NSF Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc." By Toni Gindlesperger at 3:56 pm, Nov 10, 2022 A321PERMIT ISSUE4-22-2021PERMIT ISSUE- COMMENT REPSONSE9-23-2021PERMIT ISSUE- REV 2 COMMENT REPSONSE12-13-2021PERMIT ISSUE- REV 3 COMMENT REPSONSE04-06-2022PERMIT ISSUE- REV 4 COMMENT REPSONSE05-25-2022PERMIT ISSUE- REV 5 COMMENT REPSONSE06-01-2022PERMIT ISSUE- REV 67-08-22PERMIT ISSUE- REV 710-27-2242 EAST COAST DR - ATLANTIC BEACH, FLORIDA 322333D PROPERTY LINE CLEARANCEAHEARN MIXED USE BUILDING2600 BELFORT ROAD JACKSONVILLE, FL 32216Tel.: (904)371-2790 · Email: john@zona-associates.com · AR: 9089 Distinctive Architecture, Planning & DesignDATEISSUE / REVISIONJOHN ZONA IIIARCHITECT - FL 9089SCALE: 1:1.6113d BUILDING PROPERTY LINE SCALE: 1:1.6123d BUILDING PROPERTY LINE Jurisdiction: City Of Atlantic BeachReviewed for Code Compliance Frederick “Art” BarthlowBU1701/PX115511/03/2022 "Codes-ABC, Inc. hereby certifies that these plans arein compliance with applicable codes, and have not beenchanged, altered, or modified by Codes-ABC, Inc." By Toni Gindlesperger at 3:56 pm, Nov 10, 2022