645 ATLANTIC BLVD COMM24-0049 Completed Equipment Plan A-1.124'-0"50'-0"6'-778"412"1'-012"14'-418"2'-1138"
6'-0"22'-8"16'-714"2'-1138"1'-312"4'-038"4'-618"12'-578"3'-1134"6'-11"7'-134"4'-114"11'-414"2'-112"10'-858"
10'-2"3'-6"3'-21
4"1'-31
2"4'-21
4"3'-6"9'-43
8"11'-15
8"
10"3'-0"23'-2"WHHAND SINKPATCH WALL OPENINGAND MATCH WHITETILE ON INSIDE; SEENOTE #2EXISTING COVERED PORCH27'-0"5'-11"4'-45
8"3068W/ HALFGLASS2'-11"ELECTRICALPANEL6"3 DOOR COOLER 2 DOOR FREEZER8' MEAT DISPLAY8' MEAT DISPLAY6' MEAT DISPLAY3'-312"3'-0"5'-10"10'-0"3'-1"(3'-0"CLEARMIN.)EXISTINGRAMPNEW 36"GRAB BARLAUNDRY TUBDNMEATSAWS/S TABLEVACUUMSEALERS/S TABLEVACUUMTUMBLERS/S TABLENEW 18"x48"MIRRORHAND SINKHAND SINKHAND SINK34"HIGHCOUNTERw/POSSCALESCALENOTES:1. PATCH & REPAIR ALL TILE & GROUT (SUBWAY WALL TILE, MOSAICFLOOR TILE, HERRINGBONE PATTERN BRICK FLOORING, ETC.). SEAL ALLGROUT WITH EPOXY GROUT SEALER.2. REMOVE EXISTING VERTICAL P-TAC UNIT; INFILL WALL OPENING WITH6" METAL STUDS (600S162-43-33ksi @ 12" O.C.) FASTENED TO EXISTINGCMU WALL @ 6" O.C. AND EXTERIOR SIDE PLYWOOD SHEATHING(FASTENED TO STUDS @ 6" O.C.), AIR & WATER BARRIER UNDERLAYMENT,HARDIBOARD SIDING WITH R-19 BATT INSULATION AND INTERIOR 12" GYPBOARD AND SUBWAY TILE TO MATCH EXISTING.3. REMOVE EXISTING VERTICALWALL UNIT; INFILL WALL OPENING WITH 6"METAL STUDS (600S162-43-33KSI @ 12" O.C.) FASTENED TO EXISTING CMUWALL @ 6" O.C. AND EXTERIOR SIDE PLYWOOD SHEATHING (FASTENED TOSTUDS @ 6" O.C.), AIR & WATER BARRIER UNDERLAYMENT, HARDIBOARDSIDING WITH R-19 BATT INSULATION AND INTERIOR 12" GYP BOARD AND FRPTO MATCH EXISTING.4. PATCH AND REPAIR EXISTING FRP THROUGHOUT THE BUILDING.5. DISHWASHING/PREP AREA: PATCH & REPAIR FLOORING TO A "LIKENEW" CONDITION. REMOVE & REPLACE & DAMAGED MATERIALS6. EXTERIOR DOORS: REPLACE EXISTING THRESHOLDS WITH ADACOMPLIANT ALUMINUM THRESHOLDS. PROVIDE DOOR SWEEPS &WEATHERSTRIPPING AS REQUIRED.PATCH WALL OPENINGAND PROVIDE FRPFINISH ON INTERIORWALL; SEE NOTE #3GRINDERS/S TABLEMIXEREXISTINGRESTROOM102EXISTING ADARESTROOM103PREPDISHWASHINGAREA105WALK-INCOOLER108EXISTINGSTORAGE 1106EXISTINGSTORAGE 2107COUNTER101RETAIL100HALL104NEW OPENING:INSTALLELIASON DOOREQUAL TOLPW-3WRAP OPENINGIN FRPPATCH & REPAIR EXISTINGDAMAGED & MISSING PORCHPAVERS TO MATCH EXISTINGINSULATEDCOOLER FLOOR4"LOCATE W.I.C. ONEXISTINGCONCRETE.PROVIDE ADDITIONCONCRETE ASREQUIRED FORCOOLER FOOTPRINT& TIE-DOWNSAHU-2CLOSER PANEL &SEALANT BETWEENWALL &WALK-IN-COOLER, TYP.GENERAL 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.DOWELEXISTINGBOND BEAMTRIM HORIZONTAL FLANGEOF ANGLE (COPE) TO MIN 2"BEARING ON EXISTINGCMU.(BOTH ENDS)FASTEN STEEL ANGEL TOEXISTING WALL W/1/2"Ø X 5"EPOXY ANCHORS,SPACE @8" O.C. STAGGEREDPROVIDE SCREEN TUBES INUNGROUTED CELLSEXISTING CMU WALLFILL CELLS ADJACENTTO OPENING W/GROUTFASTEN (2)2X8 P.T SYP #2 FITTIGHT BELOW ANGLE. FASTENW/1/4"Ø X 5-1/2" lg STAILNESSSTEEL TAPCONS @ 12" O.C.(TYP) IF REQ'DBUILT UP PT (2)2X8 SYP #2POST W/10D AT 6" STAGGEREDBEFORE FASTENING POST TOWALL IF REQ'D.SEE WINDOWMANUF SPECSSLAB EDGECUT 2" HORIZ SLOT ON EA SIDE OFOPENING TO RECEIVE 2" OF BEARINGFROM HORIZ LEG OF ANGLE(1)#5 IN CTR'D IN THE 1ST CELLADJACENT TO THE NEW OPENING IFNOT ALREADY INPLACE,CONTRACTOR VERIFY (TYP)3'-2" (NTS) MAXOPENINGIF OPENING IS NOT FULL
HEIGHT GROUT ENTIRE KNEE
WALL SOLID BELOW NEW
OPENING,SEE 1/S2.00
SECTION A-A
GROUT 16"
ABOVE OPENING
30" LAP (TYP).7"6" TYP.6" TYP.7"
EMBEDMENT
(TYP)3"3"2"8"8"2"BBFASTEN 1X8 P.T. SYP#2WINDOW / DOOR BUCK TO 8"CMU W/ 14" Ø X 2 34" PAN HEADTAPCONS @ 16" O.C. INSTALL3 MIN. EACH SIDE. OR MANUF.INSTALLATION INSTRUCTIONPATCH & REPAIRSTUCCO OPENING ATNEW DOOR TO MATCHEXISTINGCONSTRUCTION TO A"LIKE NEW" CONDITIONPROVIDE NEWALUMINUMSTOREFRONT FRAME &GLASS TO MATCHEXISTINGCONSTRUCTIONL7x7x14" STEELANGLE1. CUT 12" HORIZ GROOVE IN EXISTING CMU WALLTO RECEIVE HORIZ LEG OF ANGLE2. SLIDE IN STEEL ANGLE3. INSTALL BOLTS4.REMOVE WALL BELOW ANGLE FOR NEW OPENING5. GROUT 16" ABOVE OPENING WHEN EPOXY HAS SETSTEEL ANGLE INSTALLATION SEQUENCEANY EXISTING LINTELSTO REMAINSTEEL ANGLE PLAN12" THREADED ROD EPOXIED 5" MIN.PROVIDE SCREEN TUBES ATUNGROUTED CELLS.A-1.1FLOOR PLAN CASSCALE:1/4"=1'0"FLOOR PLANSHEET TITLE:SHEETDATE:DRAWN BY:CHECKED BY:11-07-24370 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 01/24/25 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.01-24-25NO.REVISIONDATE
SOUTHERN STEER
TENANT BUILD-OUT
645 ATLANTIC BOULEVARD
ATLANTIC BEACH, FLORIDA 32233SCALE: 1/2"= 1'-0"ELEVATIONSCALE: 3/4"= 1'-0"SECTION B-BGrinder