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1845 MAYPORT RD PPRI21-0006 Sea Salt Pavilion_Architectural ARCHITECTURALCODE DATAG-1LIFE SAFETY PLANG-2A-1FLOOR PLANREFLECTED CEILING PLANA-1.1PLUMBINGPLUMBING LEGEND AND NOTESP-1PLUMBING SCHEDULESP-2MECHANICALMECHANICAL NOTES, SCHEDULES, AND DETAILSM-1MECHANICAL PLANM-2ELECTRICALELECTRICAL LEGEND & PROJECT GENERAL NOTESE-1ELECTRICAL SITE PLANE-2E-3LIGHTING PLANPOWER PLANE-4GENERAL NOTES & FINISHESA-2POWER RISER DIAGRAME-5BUILDING SECTION AND WALL SECTIONA-5ACCESSIBILITY GUIDELINESA-7E-6ELECTRICAL SCHEDULESELECTRICAL DETAILSE-7EXTERIOR ELEVATIONSA-3370 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: 00009393/AR0016480Florida License No.: AR0016480SEA SALT PAVILION1845 MAYPORT ROADATLANTIC BEACH, FLORIDA 32233EXTERIOR ELEVATIONSA-4STRUCTURALGENERAL NOTES & DESIGN CRITERIAS-1FOUNDATION PLANS, SECTIONS & DETAILSS-2ENLARGED TOILET ROOM PLANA-6ARCHITECTURAL SITE PLANC-1PARTIAL SANITARY WASTE PLANS AND RISERP-3PARTIAL DOMESTIC WATER PLANSP-4PLUMBING DETAILSP-5 CA R O L I N E MT PLEASANT RDMcCORMICK RDKERNAN BLVD ATLANTIC BLVDA1AMAYPORT RD OC E A N S T H E C K S C H E R D R A1AGI R V I N R D ATLANTIC BLVDSAN PABLO RDA1A RDMAYPORT R DPARKWAYCOBBLESTONEHIDDENHILLS WATER CLOSETS MERCANTILE (M)PLUMBING FIXTURE COUNT PER TABLE 403.1 FLORIDA PLUMBING CODE1 WC PER 500 TOTAL OCCUPANT LOAD - 67 (PER FBC OCCUPANT LAVATORIES1 PER 750 DRINKING FOUNTAINS1 DRINKING FOUNTAIN PER 1,000 REQUIREDLOAD TABLE 1004.1.1)SERVICE SINKS1 SERVICE SINK REQUIRED1 SERVICE SINK PROVIDED1 HI-LO DRINKING FOUNTAIN PROVIDED1 WATER CLOSET CAN ACCOMMODATE 500 PATRONS1 LAVATORY CAN ACCOMMODATE 750 PATRONSSEPARATE FACILITIES SHALL NOT BE REQUIREDIN MERCANTILE OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT LOAD IS 100 OR FEWER.FPC 403.2 EXCEPTION 3FLORIDA BUILDING CODE 6th EDITION (2017)CONSTRUCTION: FBC SECTION 602.2 - TYPE VB, UNPROTECTED, UNSPRINKLED OCCUPANCY CLASSIFICATION OF TENANT SPACE: MERCANTILE (M) FBC 304.1; NFPA 3.3.34, 3.3.188.3.FLORIDA FIRE PREVENTION CODE 6TH EDITION (ENCOMPASSING 2015 ON NFPA 1 & NFPA 101)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 602< 5FIRE SEPARATION DISTANCE GROUP M> 5< 10> 10< 30> 30(FT)TYPE OF CONSTRUCTIONALLOTHERSVBALL2100OCCUPANT LOAD:OCCUPANCYMINIMUM AS REQUIRED BY FBC TABLE 803.9 (UNSPRINKLED):VERTICAL EXITSEXIT ACCESS CORRIDORSROOMS & ENCLOSED SPACESINTERIOR FINISHES:AS REQUIRED BY NFPA 101 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, B OR CVERTICAL EXITSMEANS OF EGRESS:PERSONS (P) DISCHARGING AT EXIT OR EXIT ACCESS,AND EGRESS CLEAR WIDTH (AT DOORS).INDICATES EXIT OR EXIT ACCESS, NUMBER OF32"160PSAMPLE EGRESS TRAVEL PATH AND DISTANCEMAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER = 75 FTMAXIMUM 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 3-A:40-B:C) 5 LB MULTIPURPOSE DRY CHEMICALEQUAL TO BADGER MODEL B5M-B (A KIDDE COMPANY)FIRE EXTINGUISHERS SHALL BE CERTIFIED BY A LICENSE FIRE PROTECTION COMPANYMAXIMUM FLOOR AREA PER EXTINGUISHER = 11,250 SF1 HR FIRE-RATED TENANT SEPARATION WALL0OTHER EGRESS COMPONENTS (WIDTH PER PERSON SERVED) :LEVEL = .02" (0.2" x 67 OCCUPANTS = 13.4" REQUIRED)MINIMUM CLEAR WIDTH OPENING OF EXIT DOORS: 32" (32"/0.2" PER PERSON = 160 PERSONS)MAXIMUM TRAVEL DISTANCE TO EXIT (UNSPRINKLED): 200 FT;NFPA 101 - 50 FT (MERCANTILE)NFPA 101 - 150 FT (MERCANTILE - NFPA 38.2.6.1)MAXIMUM DEAD END CORRIDOR LENGTH (UNSPRINKLED): 20 FT; (FBC 1020.4 EXCEPTION 2)MAXIMUM TRAVEL DISTANCE, DEAD END LENGTH, EXIT AND MEANS OF EGRESS WIDTH: FBC 1005.3.1 & 1005.3.2& TABLE 1017.2; NFPA TABLE A.7.6.1:A SPRINKLER SYSTEM (FBC 1020.1) - 0 HOURSCORRIDOR FIRE-RESISTANCE RATING: CORRIDOR FIRE RATING WITH GREATER THAN 30 PEOPLE & WITHOF LESS THAN 50 (FBC 1010.1.2.1)DOORS SHALL SWING IN THE DIRECTION OF EGRESS EXCEPT WHEN SERVING AN OCCUPANT LOADCOMMON PATH OF TRAVEL: 75 FT; OCCUPANT LOAD GREATER THAN 30 & WITH A SPRINKLER NFPA 101 - 75 FT (MERCANTILE)SYSTEM (FBC TABLE 1006.2.1);MINIMUM CORRIDOR AISLE WIDTH: 44" (FBC TABLE 1020.2)MINIMUM CORRIDOR AISLE WIDTH: 36" (FBC 1020.2; LESS THAN 30 PEOPLE)CLASS I INTERIOR FLOOR FINISH - CRITICAL RADIANT FLUX, NOT LESS THAN 0.45 W/cm2CLASS II INTERIOR FLOOR FINISH - CRITICAL RADIANT FLUX, NOT MORE THAN 0.22 W/cm2 BUTLESS THAN 0.45 W/cm2TENANT AREA: TOTAL: 4,895 SF ALLOWABLE AREA - 9,000 SFMAX. HEIGHT - 40'-0"MAX. STORIES - 1NS: TABLE 506.2NS: TABLE 504.3NS: TABLE 504.4FLORIDA BUILDING CODE - ACCESSIBILITY 6th EDITION (2017) MINIMUM OCCUPANT LOAD - FBC TABLE 1004.1.2 (NFPA TABLE 7.3.1.2 & 42.1.7):MERCANTILE: 60 GROSS SF PER PERSON (FLORIDA BUILDING CODE)TOTAL (FLORIDA BUILDING CODE)= 67 OCCUPANTS (FBC)RETAIL AREA (MERCANTILE)= 107 OCCUPANTS 3,197 SF/30 SF PER PERSON (FFPC)MERCANTILE: 30 GROSS SF PER PERSON (FLORIDA FIRE PREVENTION CODE)RETAIL AREA (MERCANTILE)= 54 OCCUPANTS 3,197 SF/60 SF PER PERSON (FBC)= 120 OCCUPANTS (FFPC)- OR -TOTAL (FLORIDA FIRE PREVENTION CODE)MERCANTILE OCCUPANCY - SINGLE EXIT SPACE; MAXIMUM 1 STORY ABOVE GROUND PLANE, MAXIMUM49 OCCUPANTS AND MAXIMUM TRAVEL DISTANCE 75 FT (FBC TABLE 1006.2.1)OFFICE: 100 GROSS SF PER PERSON (FLORIDA FIRE PREVENTION CODE)OFFICE= 13 OCCUPANTS 1,284 SF/100 SF PER PERSON (FBC)OFFICE= 13 OCCUPANTS 1,284 SF/100 SF PER PERSON (FFPC)THE PROJECT IS A NEW WAREHOUSE BUILDING. THE ONE OF THE TENANT SPACES IS US FLAGS.THE BUILDING IS A PRE - ENGINEERED METAL BUILDING W/ METAL PBR SIDING. BUILDING AREA: TOTAL: 6,000 SF OFFICE (FUTURE TENANT)= 11 OCCUPANTS 1,029 SF/100 SF PER PERSON (FBC)LOCKS ON EXIT DOORS SHALL NOTREQUIRE THE USE OF A KEY, A TOOL OR SPECIAL KNOWLEDGE OR EFFORTFOR OPERATION FROM EGRESS SIDEUNLESS THEY MEET THE REQUIREMENTS OF NFPA 101 7.1.2.5.SIGNAGE READING:EXIT DOOR TACTILEEXITSIGNAGE SHALLCOMPLY w/ANSI/CABOA117.1; MOUNT60" AFF TO CENTERLINE OF SIGNNOTE A: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 MARSHALDOORS TO BE LOCKED, HARDWARE REMOVED.CARO L I N E MT PLEASANT RDMcCORMICK RD UNIVERSITY BLVD ROGERO RD KERNAN BLVD ATLANTIC BLVDA1AMAYPORT RD OCEA N S T A1AA1AHEC K S C H E R D R HECKSCHER DRI-95 DUNN AVE I-295AIRPORT RDDUVAL RD MAIN ST I-95PEC A N P A R K R D PECAN PARK RDDUVAL STATION RDSTARRATT RDBONEY RDNEW BERLIN RDCEDAR POINT RDCEDAR POINT RD9AA1AA1ABLVD BOWDEN RDPARE N T A L H O M E R D BELFOR T R D HOGAN RDCENTURY STI-95EMERSON STPHILLIPS HWYHENDRICKS BLVDPOWERS AVEOLDKINGS RDPHILLIPS HWYI-95SOUTHSIDE BLVD HOOD R D MANDAR IN RDMANDARIN RD SAN LORETTO RDORA N G E RDBRADYPICKERS RDI-295GREENLAND RDOLD ST. AUGUSTINE RDHOOD LANDING RDJULINGTON CREEK RD JUL INGTON CREEK RD GIRVI N R DBridgeBridgeWarrenAcostaBridgeBridgeHartMathews I-95 MONCRIEF RDTALLEYRAND AVE BROAD ST LIBERTY ST KINGS RD45th ST5th AVE PAR K S TRD I-10CRYSTAL SPR INGS RD BLAIR RD CHAFFEE RD OLD PLANK RDI-10 OTIS RDBEAVER ST I-10 BALDWI N - B R Y C E V I L L E R D I-10 BALDWIN- M A X V I L L E R D NO R M A N D Y B LVD YELLOW WATER RD103rd ST SHINDLER DR RICKER RDCOLLINS RDFORESTBLVDRAMPART RD I-295COLLINS RD ROOSEV E L T B L V D ROOSEVELT BLVDTIMUQUANA RDORTEGAFARMS BLVDBLANDING B L V D 118th STI-295HERLONG RDAVELAKE SHORE BLVDNORMAN D Y BLVDPOST STCASSAT AVE I-295 JONES RD BULLS BAY HWY PRITCHARD RD PICKETTVILLE RD COMMONWEALTH AVECOMMONWEALTH LANE AVE JONES RD IMESON RD PLUMMER RDGARDEN STDUNN AVESOUTEL DR GARDEN STNEW KINGS RDOLD KINGS RDLEM TURNER RDPULASKI RDYELLOW BLUFF RDEDGEWOOD AVE KING ST RIVERS I D E BAY STHAINES ST EXPY BLVDTOWNSEND RDALTAMA RDATLANTIC B LVDJ. TURNER BUTLER BLVDTOUCHTON RD ST JOHNS BLUFF RD SOUTHSIDE BLVD ARLINGTON YELLOW BLUFF RD STA R R A T T R D MAIN ST SAN JO S E B L V D ST AUGUSTINE RDHARTLEY RDED G E W O O D A V E MONCRIEF RDBEAVER STPARK STSAN JUAN LANE AVE JAMMES RD FOURAKER RD SEABOARD AVEMORSE AVEOLD MIDDL E B U R G R D SAN PABLO RDHODGES B L V D SCOT T M I L L R D BEAUCL E R C RDBAYMEADOWS RDSUNBEAM RDBEACH BLVDGLYNLEA RDLO N E CESERY RDEASTPORT RDEASTPORT RD20th ST EXPY8th STSTATE STBEAVER STMcDUFF AVE SANPARK CITY RD WESTPORT RD WILSON BLVDLAKE BLV D EDGEWOOD AV E NEW BERLIN RD BEACH BLVDJ. TURNER BUTLER BLVDJ. TURNER BUTLER BLVD BUS C H D RTROUT RIVER BLVDMERRILL RDMAIN STBRIDGEBUCKMAN BRIDGEnapoleon NAPOLEONBONAPARTEBRIDGE BROWARDI - 95I - 95MANDARIN RD I - 10 I - 95 9AMAIN ST RI V E R S I D E A V E A1AATLANTIC BLVDARLINGTON EXWYHART EXWYBEACH BLVDPHILLIPS HWYPHILLIPS HWYSAN JOSE BLVDSAN JOSE BLVD HECKSCHER DRBLVDAVEMARCO JOS E B L V D SHOREMIDDLEBURG OLD POST ST AV E AVEARLINGTON RDRDATLANTIC UNIVERSITY BLVDSAN JOSE UNIVERSITY RDFORT MAYPORT RDWILEY RD I-295BAYMEADOWS RD GATE PKWY JACKSONV ILLE INTERNATIONALAIRPORT ROADLANNIE HILLMAN DR PARKWAYCOBBLESTONEHIDDENHILLSRACETRACK RDI - 95PHILLIPS HWY (US 1)210IN T E RNAT I ONAL P A RKW A Y INT E R N A T I O N A L PA R KW A Y SR 16SR 16208STRATON RDEUNICE RDRACE TRACK RD FORTNER RDI - 95INTERNAT IONA L PARKWA Y IN T E R N A T I O N A L P A R KW A Y SR 16SR 16208STRATON RDEUNICE RDRACE TRACK RD FORTNER RD OUTLET DRFACTORYTO M S R D I - 95US 1RAY ROAD QUAIL RIDGE DRSR 16PHILLIPS HWY/US1PHILLIPS HWY/US1RAY ROAD QUAIL RIDGE DRPHILIPS HIGHWAY/US 1I - 95I - 95210210 SAN J O S E B L V D / S R 1 3ROBERTS RDGREENBRIAR RDSR 13SR 1316A210 GREENBRIAR RDBEACH BLVD 9th ST 23rd AVE SHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:CASREVISIONDATE ARCHITECT - AR0016480 CRAIG A. SOMMERS, AIA 370 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.: AA26000952 DESIGNER 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.12-24-20CASSEA SALT PAVILION ATLANTIC BEACH, FL 32233 1845 MAYPORT ROAD NEW BUILDINGSCALE: N.T.S.SITE VICINITY PLANSCALE: N.T.S.STREET MAPPROJECT LOCATIONFLORIDA STATE MAPN.T.S.PROJECT SITEG-1PROJECT LOCATIONCODE DATA HI-LODRINKING FOUNTAINw/CANE DETECTABLE SKIRTNOTE A160P32"NOTE A160P32"NOTE A160P32"NOTE A160P32"NOTE A160P32"NOTE A160P32"40'37'31'64'FEFEFEFE37'21'47'SHELVINGSHELVINGSHELVINGSHELVING SHELVINGSHELVINGPOS COUNTERSHIPPING STATION8' SHELVINGOPEN OFFICE& SHIPPING103PHOTOAREA102SHIPPING/RECEVING107DISPLAY101HI-LO DFEXPOSEDCEILINGCU-1CU-2CABINET ON TOP DESK CABINET ON TOP DESK CABINET ON TOP DESK FUTURE TENANTOPEN OFFICEAREA106CABINET ON TOP DESK 8' SHELVINGHCTOILET104LIFE SAFETY PLAN G-2SCALE: 3/16"= 1'-0"LIFE SAFETY PLANSHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:CASCASREVISIONDATE ARCHITECT - AR0016480 CRAIG A. SOMMERS, AIA 12-24-20DESIGNER 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 PLANSSHALL NOT BE DISTRIBUTED TO ANY PARTY WITHOUT SAID WRITTEN PERMISSION & CONSENT.370 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.: AA26000952 SEA SALT PAVILION ATLANTIC BEACH, FL 32233 1845 MAYPORT ROAD NEW BUILDING 1 A-5 SHELVING SHELVING SHELVINGSHELVING SHELVING SHELVING POS COUNTER CANOPY ABOVE (2) 5010 STACKED BARN DOORS CANOPY ABOVE 101 107 107A 107B 103 106A 106 SHIPPING STATION 8' SHELVING OPEN OFFICE& SHIPPING 103 PHOTOAREA 102 SHIPPING/RECEVING 107 DISPLAY 101 HI-LO DF NO A/C - EXHAUST FAN & LOUVERS ONLY NO A/C - EXHAUST FAN & LOUVERS ONLY 4X4 DOWNSPOUT PROVIDE WORKING CLEARANCES AT CONDENSING UNITS AS REQUIRED BY EQUIPMENT MFGR.; FIELD VERIFY LOCATION WITH TENANT AND LANDLORD, (TYP.). PROVIDE CONCRETE PADS FOR CONDENSING UNITS - PROVIDE MANUFACTURER'S TYPICAL "L" BRACKET TO FASTEN UNITS TO CONCRETE (TYP.). PROVIDE CONCRETE PADS FOR CONDENSING UNITS EQUAL TO HURRICANE PAD, H-CLASS BY MASTER CONSULTING ENGINEERS, INC. 150 MPH - PROVIDE MANUFACTURER'S TYPICAL "L" BRACKET TO FASTEN UNITS TO CONCRETE PAD EQUAL TO HURRICANE CLIP HC-1 BY MASTER CONSULTING ENGINEERS, INC. 4X4 DOWNSPOUT 4X4 DOWNSPOUT 4X4 DOWNSPOUT4X4 DOWNSPOUT4X4 DOWNSPOUT 4X4 DOWNSPOUT 4X4 DOWNSPOUT CABINET ON TOP DESKCABINET ON TOP DESKFUTURE TENANT OPEN OFFICE AREA 106 4X4 DOWNSPOUT 4X4 DOWNSPOUT CABINET ON TOP DESK8'-0" HIGH FRP x 48" WIDE SEE DETAIL ON SHEET A-6 1 A-6 104 8' SHELVING HC TOILET 104 FRAME TOILET ROOM WITH WOOD STUDS SLAT WALL (NO GYP BOARD) SLAT WALL (NO GYP BOARD) SLAT WALL (NO GYP BOARD) PROVIDE (10) CORE SLOTS IN CONCRETE SLAB IN THE DISPLAY AREA FOR FLAGPOLES; COORD LOCATIONS w/OWNER FIBERGLASS LAUNDRY TUB HVAC CLOSET 106 106 107C CENTER OVER DOOR SCALE: 3/16"= 1'-0" FLOOR PLAN SHEET TITLE:SHEET DATE:NO.DRAWN BY: CHECKED BY: CAS CASREVISIONDATEARCHITECT - AR0016480CRAIG A. SOMMERS, AIA12-24-20SEA SALTPAVILIONDESIGNER 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.ATLANTIC BEACH, FL 32233370 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.: AA260009521845 MAYPORT ROADNEW BUILDINGFLOOR PLANA-1 SCALE: 3/16"= 1'-0" PLAN @ HIGH WINDOWS "E" & "F" SCALE: 3/16"= 1'-0" PLAN @ HIGH WINDOW "D" CANOPY ABOVE (2) 5010 STACKED BARN DOORS CANOPY ABOVE OPEN OFFICE& SHIPPING 103 PHOTOAREA 102 SHIPPING/RECEVING 107 DISPLAY 101 EXPOSED CEILING EXPOSED CEILING EXPOSED CEILINGEXPOSED CEILING 4X4 DOWNSPOUT PROVIDE WORKING CLEARANCES AT CONDENSING UNITS AS REQUIRED BY EQUIPMENT MFGR.; FIELD VERIFY LOCATION WITH TENANT AND LANDLORD, (TYP.). PROVIDE CONCRETE PADS FOR CONDENSING UNITS - PROVIDE MANUFACTURER'S TYPICAL "L" BRACKET TO FASTEN UNITS TO CONCRETE (TYP.). PROVIDE CONCRETE PADS FOR CONDENSING UNITS EQUAL TO HURRICANE PAD, H-CLASS BY MASTER CONSULTING ENGINEERS, INC. 150 MPH - PROVIDE MANUFACTURER'S TYPICAL "L" BRACKET TO FASTEN UNITS TO CONCRETE PAD EQUAL TO HURRICANE CLIP HC-1 BY MASTER CONSULTING ENGINEERS, INC. 4X4 DOWNSPOUT 4X4 DOWNSPOUT 4X4 DOWNSPOUT4X4 DOWNSPOUT4X4 DOWNSPOUT 4X4 DOWNSPOUT 4X4 DOWNSPOUT FUTURE TENANT OPEN OFFICE AREA 106 4X4 DOWNSPOUT 4X4 DOWNSPOUT HC TOILET 104 9'-0" CLG ALIGN EXHAUST FAN DUCT w/AHU DUCT PROVIDE (10) CORE SLOTS IN CONCRETE SLAB IN THE DISPLAY AREA FOR FLAGPOLES; COORD LOCATIONS w/OWNEREXPOSED CEILING HVAC CLOSET 106 EF-1 CU-1 CU-2 CENTER OVER DOOR SCALE: 3/16"= 1'-0" REFLECTED CEILING PLAN SHEET TITLE:SHEET DATE:NO.DRAWN BY: CHECKED BY: CAS CASREVISIONDATEARCHITECT - AR0016480CRAIG A. SOMMERS, AIA12-24-20SEA SALTPAVILIONDESIGNER 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.ATLANTIC BEACH, FL 32233370 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.: AA260009521845 MAYPORT ROADNEW BUILDINGREFLECTED CEILING PLANA-1.1 SHEET TITLE:SHEET DATE:NO.DRAWN BY: CHECKED BY: CAS CASREVISIONDATEARCHITECT - AR0016480CRAIG A. SOMMERS, AIA12-24-20SEA SALTPAVILIONDESIGNER 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.ATLANTIC BEACH, FL 32233370 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.: AA260009521845 MAYPORT ROADNEW BUILDINGA-2GENERAL NOTES & FINISHESNOTESINSULATIONTYPE 1 7 WALL TYPE SCHEDULE DESCRIPTION 3 4 2. EXPOSED INSULATION MATERIALS INSTALLED SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A 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. NOTES: 5. PROVIDE WOOD BLOCKING AS REQUIRED TO SUPPORT TOILET ROOM FIXTURES, ACCESSORIES, SHELVES & CABINETS, FIRE EXTINGUISHERS, ETC. WOOD BLOCKING IN FIRE-RATED WALLS SHALL BE FIRE-RATED. 6. PROVIDE R-11 SOUND ATTENUATION BATT AROUND THE TOILET ROOMS. 1. PROVIDE FIREBLOCKING AND DRAFTSTOPPING IN PARTITIONS PER FBC 718. PROVIDE FIREBLOCKING IN CONCEALED WALL SPACES INCLUDING VERTICALLY AT THE CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' (FBC 718.2.2). SEE FBC 718.2.1 FOR FIREBLOCKING MATERIAL OPTIONS. COMBUSTIBLE WOOD BLOCKING IN NON FIRE-RATED WALLS IS PERMITTED 4. PROVIDE WATER RESISTANT GYPSUM BOARD AROUND PLUMBING FIXTURES AND WALLS TO RECEIVE CERAMIC TILE EQUAL TO USG'S FIBEROCK'S BRAND AQUA-TOUGH INTERIOR PANELS. GYPSUM WALLBOARD PRODUCTS MUST BE RATED FOR WET LOCATIONS IN ACCORDANCE WITH THE TILE COUNCIL OF NORTH AMERICA (TCNA) HANDBOOK. GREEN BOARD IS NOT APPROVED FOR TOILET ROOM LOCATIONS. 7. PLANS FOR FIRE-PROTECTION SPRINKLER SYSTEM (NOT PROVIDES BY DSAE, INCLUDING SUPPORT DETAILS, SHALL BE REVIEWED AND APPROVED BY THE LOCAL AUTHORITY PRIOR TO INSTALLATION FOR COMPLIANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017) AND NFPA 13 (LATEST EDITION). R-19 INSULATION BY PEMB SUPPLIER (SAG-N-BAG) 2x6 WOOD STUDS @ 16" O.C. WITH ONE LAYER OF 1/2" GYPSUM WALLBOARD ON EACH SIDE; EXTEND WALL TO 12'-0" AFF R-11 SOUND ATTENUATION BATT FURRING WALL 3-5/8", 20 GA METAL STUDS @ 24" O.C. W/ ONE LAYER OF 1/2" GYPSUM WALLBOARD ON ONE SIDE; EXTEND WALL TO ROOF DECK PEMB STRUCTURAL SYSTEM W/ 5 3 5/8", 20 GA. METAL STUDS @ 24" O.C. WITH ONE LAYER OF 1/2" GYPSUM WALLBOARD ON EACH SIDE; EXTEND TO 12'-0". 6 2x4 WOOD STUDS @ 16" O.C. WITH ONE LAYER OF 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE OF WALL; EXTEND TO 12'-0".R-11 SOUND ATTENUATION BATT AT TOILET ROOM ONLY PROVIDE SLAT WALL AROUND EXTERIOR OF TOILET ROOM R-19 6", 20 GA METAL STUDS @ 24" O.C. WITH ONE LAYER OF 5/8", TYPE "x" GYPSUM WALLBOARD ON EACH SIDE;FIBERGLASS BATT INSULATION EXTEND WALL TO ROOF DECK 2 R-19 6", 20 GA METAL STUDS @ 24" O.C. WITH ONE LAYER OF 5/8", TYPE "x" GYPSUM WALLBOARD ON EACH SIDE; ONE-HOUR FIRE-RATED WALL UL DESIGN U 419 FIRE-SEAL TO BOTTOM OF ROOF DECK FIBERGLASS BATT INSULATION BRACE WALL TO DEFLECTION TO L/240EXTEND WALL TO ROOF DECK & FIRE SAFE. R-19 INSULATION BY PEMB SUPPLIER (SAG-N-BAG) PEMB STRUCTURAL SYSTEM w/GIRTS DISPLAY HC TOILET 101 103 VB VINYL WALL BASE VCT VINYL COMPOSITION TILE ACT ACOUSTICAL CEILING TILE S/S STAINLESS STEEL PANELS = = = = JR JET ROCK= FRP FIBERGLASS REINFORCED PANEL= CT CERAMIC TILE=SC SEALED CONCRETE= EP EPOXY PAINT=WALLS WITHIN 2'-0" OF SERVICE SINK, URINALS & WATERCLOSETS SHALL HAVE A SMOOTH NONABSORBENT SURFACE TO A HEIGHT OF 4'-0" ABOVE THE FLOOR PAINT PHOTO AREA 102 QT QUARRY TILE= OPEN OFFICE EXPOSED 104 107 CONCRETE GENERAL NOTES SHIPPING/RECEIVING 106 SHIPPING 1.SWING & FORCED OPEN DOORS SHALL MEET THE REQUIREMENTS OF NFPA LIFE SAFETY CODE AS FOUND IN THE FLORIDA FIRE PREVENTION CODE 6th EDITION CHAPTER 7.2.1.4 AND THE FLORIDA BUILDING CODE 6th EDITION (2017) 1008.1.2. 2.SELF CLOSING DEVICES SHALL BE PROVIDED ON DOORS IN A MEANS OF EGRESS AND SHALL MEET THE REQUIREMENTS OF THE NFPA LIFE SAFETY CODE 101 (2015) CHAPTER 7.2.1.8 AND THE FLORIDA FIRE PREVENTION CODE 6th 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 THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 0.25 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE). FBC 1010.1.5 6.FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT/ENGINEER. 7.THE GENERAL CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVAL NOTICES ON ALL REQUIRED COMPONENTS AND CLADDING. 8.CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE-RESISTANT-RATED WALLS (AND CORRESPONDING FIRE-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 THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND 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. CEILING HEIGHT REMARKSCEILINGWALLSBASEFLOORROOM NAME PT PAINT= 9'-0" VB -- -- -- PAINTED GYP BOARD ROOM FINISH SCHEDULE VB VB VB VB VB PAINT PAINT EPOXY PAINT PAINT -- POLISHED CONCRETE POLISHED CONCRETE POLISHED CONCRETE POLISHED CONCRETE POLISHED CONCRETE POLISHED EXPOSED EXPOSED EXPOSED PAINT FUTURE TENANT --EXPOSED OPEN OFFICE & HVAC CLOSET 105 --VB PAINT CONCRETE POLISHED EXPOSED 10. DIMENSIONS NOTED AS "CLEAR" ARE FROM FACE OF GYPSUM WALLBOARD TO GYPSUM WALLBOARD. GENERAL NOTES 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 THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 0.25 UNIT 6. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT/ENGINEER. 8. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE-RESISTANT-RATED WALLS (AND CORRESPONDING FIRE-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 THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND 9. DO NOT SCALE DRAFTING, REPORT ERRORS IN DIMENSIONING TO ARCHITECT BEFORE PROCEEDING WITH WORK. 2. SELF CLOSING DEVICES SHALL BE PROVIDED ON DOORS IN A MEANS OF EGRESS AND SHALL MEET THE REQUIREMENTS OF THE NFPA LIFE SAFETY CODE 101 (2015) CHAPTER 7.2.1.8 AND THE FLORIDA FIRE PREVENTION CODE 6th EDITION. 1. SWING & FORCED OPEN DOORS SHALL MEET THE REQUIREMENTS OF NFPA LIFE SAFETY CODE AS FOUND IN THE FLORIDA FIRE PREVENTION CODE 6th EDITION CHAPTER 7.2.1.4 AND THE FLORIDA BUILDING CODE 6th EDITION (2017) 1008.1.2. VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE). FBC 1010.1.5 7. THE GENERAL CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVAL NOTICES ON ALL REQUIRED COMPONENTS AND CLADDING. PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD (ASTM C630/630M) IN WASH DOWN AND WET AREAS; COORD w/OWNER'S REP ACOUSTICAL CEILINGS SHALL COMPLY w/ THE FOLLOWING: ASTM C635, ASTM C636, ASTM C665, ASTM E580, ASTM C1284 AND CEILINGS AND GYPSUM BOARD: PROVIDE TILE BACKER BOARD (AQUA-TOUGH 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 UL ASSEMBLY REQUIREMENTS PROVIDE ACOUSTIC INSULATION (ASTM C665) AROUND ALL TOILET AND BATHROOMS AND AS NOTED ON THE WALL TYPE SCHEDULE. INSULATION 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 PLANS AND SECTIONS. BATT INSULATION SHALL BE PREFORMED GLASS FIBER, FRICTION FIT UNFACED. INSULATION SHALL HAVE FLAME/SMOKE PROPERTIES 75/450 IN ACCORDANCE WITH ASTM E84 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); FRAMING MATERIALS: ANCHOR TO SUBSTRATE WITH TIE WIRES, NAILS, SCREWS, AND OTHER METAL SUPPORTS, OF TYPE AND SIZE TO SUIT APPLICATION TO RIGIDLY METAL STUD INSTALLATION: INSTALLED IN ACCORDANCE WITH ASTM C754, GA-216 & GA-600 DEFLECTION: MAXIMUM DEFLECTION OF INTERIOR NON-LOAD BEARING PARTITIONS SHALL BE L/240 AT 5 PSF. PROVIDE LATERAL REINFORCING CEILING FRAMING INSTALLATION: INSTALLED IN ACCORDANCE WITH ASTM C754, GA-216 & GA-600 DEFLECTION: LEVEL CEILING TO A TOLERANCE OF L/600. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. GYPSUM BOARD INSTALLATION: INSTALLPER GA-216 & GA-600. ERECT EXTERIOR GYPSUM SHEATHING IN ACCORDANCE 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 VIEW LEVEL 2 - WALLS BEHIND CABINETRY LEVEL 3 - WALLS EXPOSED TO VIEW LEVEL 4 - CEILING EXPOSED TO VIEW LEVEL 5 - SPECIAL WALLS TO RECEIVE WRITING SURFACES (COORD ANY LOCATIONS OF LEVEL 5 FINISH WALLS w/OWNER) INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION. INSTALLATION: INSTALL LAY-IN CEILING IN ACCORDANCE WITH ASTM C636 AND ASTM E580. INSTALL SYSTEM CAPABLE OF SUPPORTING IMPOSED LOADS TO DEFLECTION OF L/360 MAXIMUM ACCESSORIES: PROVIDE ALL NECESSARY ACCESSORIES; GALVANIZED SUPPORT HANGERS AND CHANNELS, PERIMETER MOLDINGS (SAME MATERIAL AND FINISH AS THE GRID - L-SHAPED MOLDING FOR MOUNTING AT THE SAME ELEVATION AS FACE OF GRID) TOUCH UP PAINT AS REQUIRED TO MATCH GRID. INSTALL TILE PER THE TCA (TILE COUNCIL OF AMERICA) HANDBOOK FOR TILE INSTALLATION. CERAMIC AND QUARRY TILE SECURE MATERIALS IN PLACE. AS REQUIRED NOTE: ALL FINISHES AND COLORS SHALL BE APPROVED BY OWNER PRIOR TO ORDERING FINISHES: C-SHAPE, WITH KNURLED FACES. GROUND FLOOR WINDOW HEAD =118'-0" BOTTOM OF CANOPY PEMB SSR METAL ROOF BRICK ROWLOCK BRICK INSULATED EXTERIOR GLASS STOREFRONT 6'-0" X 10'-0" BARN DOORS STACKED INTERIOR EXTERIOR GLASS STOREFRONT WOOD SIDING 7 12 EXT. WOOD SIDING WOOD SIDING P.T. 1X6 TRIM BAHAMIAN SHUTTER CANOPY PEMB METAL GUTTER P.T. 1X6 TRIM BAHAMIAN SHUTTER CANOPY TOP OF EAVE =120'-0" P.T. 1X6 TRIM =109'-8" =100'-0" 5 12 = 100'-0" 1ST FLOOR ELEV = 109'-8" BOTTOM OF CANOPY PEMB SSR METAL ROOF BRICK BAHAMIAN SHUTTER CANOPY BRICK ROWLOCK PEMB METAL GUTTER PEMB METAL PBR SIDING WOOD SIDING EXT. P.T. 1X6 WOOD TRIM TOP OF EAVE =120'-0" PEMB METAL DOWNSPOUT EXT.EXT. 7 12 SCALE: 3/16"= 1'-0" RIGHT SIDE ELEVATION SHEET TITLE:SHEET DATE:NO.DRAWN BY: CHECKED BY: CAS CASREVISIONDATEARCHITECT - AR0016480CRAIG A. SOMMERS, AIA12-24-20SEA SALTPAVILIONDESIGNER 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.ATLANTIC BEACH, FL 32233370 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.: AA260009521845 MAYPORT ROADNEW BUILDINGEXTERIOR ELEVATIONSA-3 SCALE: 3/16"= 1'-0" FRONT ELEVATION SCALE: 3/8"= 1'-0" FRONT ENTRY ELEVATION SCALE: 3/16"= 1'-0" LEFT SIDE ELEVATION SHEET TITLE:SHEET DATE:NO.DRAWN BY: CHECKED BY: CAS CASREVISIONDATEARCHITECT - AR0016480CRAIG A. SOMMERS, AIA12-24-20SEA SALTPAVILIONDESIGNER 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.ATLANTIC BEACH, FL 32233370 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.: AA260009521845 MAYPORT ROADNEW BUILDINGEXTERIOR ELEVATIONSA-4 SCALE: 3/16"= 1'-0" REAR ELEVATION PEMB METAL PBR SIDING PEMB METAL GUTTER PEMB METAL DOWNSPOUT PEMB METAL DOWNSPOUT EXTERIOR GLASS STOREFRONT PEMB SSR METAL ROOF GROUND FLOOR TOP OF EAVE =120'-0" =100'-0" 5 12 = 100'-0" 1ST FLOOR ELEV = 109'-8" BOTTOM OF CANOPY PEMB SSR METAL ROOF BRICK BAHAMIAN SHUTTER CANOPY BRICK ROWLOCK PEMB METAL DOWNSPOUT PEMB METAL GUTTER PEMB METAL PBR SIDING WOOD SIDING EXT. P.T. 1X6 WOOD TRIM TOP OF EAVE =120'-0" EXT.EXT. SCALE: 1/4"= 1'-0" BUILDING SECTION 1 SHEET TITLE:SHEET DATE:NO.DRAWN BY: CHECKED BY: CAS CASREVISIONDATEARCHITECT - AR0016480CRAIG A. SOMMERS, AIA12-24-20SEA SALTPAVILIONDESIGNER 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.ATLANTIC BEACH, FL 32233370 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.: AA260009521845 MAYPORT ROADNEW BUILDINGBUILDING SECTION AND WALL SECTIONA-5SCALE: 3/4"= 1'-0" WALL SECTION 2 SCALE: 1/4"= 1'-0" WINDOW ELEVATIONS PHOTO AREA 102 DISPLAY 101 2 A-5 OPP HAND T T T T T T T T T T T T T T T TTT T = TEMPERED STOREFRONT SYSTEM: THERMALLY BROKEN ALUMINUM FRAME (VERIFY FRAME COLOR WITH OWNER) 0.01 CFM/FT 2 WATER INFILTRATION:20 PSF GLAZING: TEMPERED AS NOTED (EXTERIOR GLASS EQUAL TO PPG R100: SOLARBAN R100 (2) LIGHT BLUE TINT + CLEAR GLASS UNIT) - ASTM E773/E774 WHEN TESTED IN ACCORDANCE WITH ASTM E 283-91 AT A DIFFERENTIAL STATIC PRESSURE OF 6.24 PSF. WHEN TESTED IN ACCORDANCE WITH ASTM E 331-93 AT A STATIC PRESSURE OF 20 PSF. FRAME FINISH: ANODIZED ALUMINUM (COLOR TO BE SELECTED BY THE ARCHITECT) FROM 6063-T5 ALLOY, 0.062" WALL THICKNESS. PROVIDE ALUMINUM SILL PAN WITH END DAMS, FINISH TO MATCH FRAMES. PROVIDE WEATHERSTRIPPING AND SEALANT AND BACKER ROD ON BOTH SIDES OF THE WINDOW, ALL AROUND. L/175 OR 3/4" MAXIMUM WHEN TESTED IN ACCORDANCE WITH ASTM E 330-90 WITH ALLOWABLE STRESS IN ACCORDANCE WITH AA SPECIFICATIONS FOR ALUMINUM STRUCTURES HARDWARE: CYLINDER LOCK WITH THUMBTURN, MANUFACTURER'S STANDARD PUSH/ADA ACCESSIBLE PULL BARS AND HINGES, CLOSERS, SILL IN A BED OF SEALANT UNDER DOORS. "U" VALUE = .45 (MAX) VISIBLE LIGHT TRANSMITTANCE = .47 (MAX) SHADING COEFFICIENT = .58 (MAX) SOLAR HEAT GAIN COEFFICIENT = .25 (MAX) COMPLY WITH WIND PRESSURE LOADS LISTED ON STRUCTURAL DRAWINGS FOR POSITIVE AND NEGATIVE PRESSURE. FIELD VERIFY ALL WINDOW OPENINGS PRIOR TO FABRICATION HCTOILET10442" MIN.GRAB BAR36" MIN.GRAB BARMIRRORADA TOILETROOM SIGN"UNISEX"BARRIER-FREE CYLINDRICALLEVER SET DESIGNBARRIER-FREE CYLINDRICALLEVER SET DESIGN FACE OF FINISH. FINISH THICKNESS 2. ALL DIMENSIONS SHOWN ARE FROM SURFACE MTD. SOAP DISPENSERDOUBLE TOILET PAPER HOLDERTOWEL DISPENSERSURFACE MTD. PAPER MUST BE ADDED TO ANY ROUGH INHANDICAPPED18 x 42 MIRRORSANITARY NAPKIN DISPOSALTOILET ACCESSORY LEGEND DIMENSIONS.GRAB BARWHERE THE TOILET IS FOR INDIVIDUAL USE AND CLEAR FLOOR SPACE COMPLYING WITH FBC-ACCESS 305.3 (A 30"x48" SPACE) IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR 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 CLEAR FLOOR OR GROUND SPACE, THE SPACE SHALL COMPLY WITH FBC-ACCESSIBILITY 306 FOR KNEE & TOE CLEARANCETHE SPACE BENEATH THE SINK COMPLIES WITH THIS REQUIREMENT 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 5th EDITION (2014) - ACCESSIBILITY.WDWOOD=STLSTEEL=MTLMETAL=AL/GLALUMINUM/GLASS=101DOOR / OPENING SCHEDULEMARKLOCATIONTYPESIZEMATLGLAZINGLOUVERDOORSMATLTYPEGRPHDWLBL/RTGFRAMESREMARKS104HC TOILET--MTLC2MTL 3'0" x 7'0" x 1 3/4"DISPLAY--AL/GLFG5AL (2) 3'0" x 7'0" x 1 3/4"107BSHIPPING / RECEIVING--AL/GLFGAL6 3'0" x 7'0" x 1 3/4"--WDFMTL7 (2) 3'0" x 7'0" x 1 3/4"--MTLCMTL2105106107--WDF3MTL 3'0" x 7'0" x 1 3/4"--WDF1MTL 3'0" x 7'0" x 1 3/4"SHIPPING / RECEIVINGFUTURE OPEN OFFICE AREA--AL/GLFG6AL 3'0" x 7'0" x 1 3/4"107ASHIPPING / RECEIVING 3'0" x 7'0" x 1 3/4"--MTL2CMTL103OPEN OFFICE / SHIPPING 3'0" x 7'0" x 1 3/4"HVAC CLOSET106AFUTURE OPEN OFFICE AREA--MTLCD4MTL 8'0" x 8'0"107CSHIPPING / RECEIVINGDOOR TYPESG43" MAXFGFCT TT= TEMPERED10" MIN METALMIN OF ONE VISION LITE IN EACH DOOR @ 43" MAX AFFFBC-ACCESSIBILITY 404.2.11 WHEN PROVIDEDCDTO 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).3'-0" x 7'-0" x 1 3/4" - STAIN. FRAMES SHALL BE PAINTED3. COORDINATE ALL KEYING & LOCKSETS WITH TENANT.STEEL (KNOCK-DOWN).HARDWARE GROUP 1HARDWARE GROUP 21 STOREROOM LOCKSETANSI F86 OUTSIDE LEVER FIXED. KEY ONLYINSIDE ALWAYS UNLOCKED1 1/2 PR BUTT HINGES3 DOOR SILENCERSPRIVACY LOCKSET1 DOOR CLOSER (OPTIONAL)ANSI F76 BED/BATH PRIVACY LOCK; PUSH-BUTTON LOCKING. TURNING INSIDE LEVER RELEASES PUSH-BUTTON. CAN OPEN FROM OUTSIDE VIA EMERGENCY RELEASE1 WALL STOPDOORS AND HARDWAREHARDWARE GROUP 31 1/2 PR BUTT HINGES3 DOOR SILENCERS1 WALL STOPHARDWARE GROUP 4(COILING DOOR)MANUAL CHAIN HOISTINTERIOR SLIDE BOLT FOR LOCKHOOD ENCLOSURE (24 GA GALV)NOMINAL 2" SLATS INSULATED R-5 MIN.WEATHERSTRIPPING (MOISTURE AND ROT PROOF)AT JAMBS, HOOD AND BOTTOMGUIDES: GALVANIZED STEEL ANGLESSLATS: MIN 20 GAGE GALV STEEL SLATSALUMINUM DOOR & HARDWARE BY STOREFRONT SUPPLIER1 THRESHOLD (ADA/FBC COMPLIANT)2 DOOR PULLS w/CYLINDER LOCKSET - EXTERIOR2 DOOR PUSH BARS - INTERIOR2 CLOSERS4 DOOR SILENCERSWEATHERSTRIPPING3 PR NRP BB HINGES10" MIN BOTTOM RAILHARDWARE GROUP 5ALUMINUM DOOR & HARDWARE BY STOREFRONT SUPPLIER1 CLOSER3 DOOR SILENCERS1 1/2 PR NRP BB HINGESHARDWARE GROUP 6AUTOMATIC TOP & BOTTOM BOLTS (INACTIVE LEAF)DUSTPROOF STRIKE1 THRESHOLD (ADA/FBC COMPLIANT)1 DOOR PULLS w/CYLINDER LOCKSET - EXTERIOR1 DOOR PUSH BARS - INTERIORWEATHERSTRIPPING10" MIN BOTTOM RAILHARDWARE GROUP 71 OFFICE LOCKSET (ACTIVE LEAF)3 PR BUTT HINGES4 DOOR SILENCERS2 DOOR CLOSERSANSI F82 KEY OPENS LOCK FROM OUTSIDE,PUSH-BUTTON LOCKING FROM INSIDE,LATCH TURNING INSIDE RETRACTS LOCKDOOR COORDINATORDUMMY TRIM (INACTIVE LEAF)AUTOMATIC TOP & BOTTOM FLUSHBOLTDUSTPROOF STRIKE1 OFFICE LOCKSET1 1/2 PR NRP BUTT HINGES3 DOOR SILENCERS1 DOOR CLOSERANSI F82 KEY OPENS LOCK FROM OUTSIDE,PUSH-BUTTON LOCKING FROM INSIDE,LATCH TURNING INSIDE RETRACTS LOCKWEATHERSTRIPPINGADA/FBC ACCESSIBLE THRESHOLDOVERHEAD RAIN DRIPDOOR SWEEP OR DOOR BOTTOMSCALE: 3" = 1'-0"STL. FRAMECAULK (BOTH SIDES -G.W.B. PARTITIONSEE SCHED. DOOR HGT./WIDTH STUD PARTITIONHEAD/JAMB @ DR & STL. FR.2"G.W.B. & MTL.ALL AROUND)BACKBEND RETURNWOOD DOORSHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:CASCASENLARGED TOILET ROOM PLAN REVISIONDATE A-6ARCHITECT - AR0016480 CRAIG A. SOMMERS, AIA 370 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.: AA2600095212-24-20SCALE: 1/2"= 1'-0"ENLARGED TOILET ROOM PLANSCALE: N.T.S.DRINKING FOUNTAINSEA SALT PAVILION ATLANTIC BEACH, FL 32233 1845 MAYPORT ROAD NEW BUILDING FOR REFERENCEONLY; REFER TOFLORIDAACCESSIBILITYCODE 6th EDITION(2017) FOR BUILDINGCONSTRUCTIONSHEET TITLE:SHEETDATE:NO.DRAWN BY:CHECKED BY:CASCASACCESSIBILITY GUIDELINES REVISIONDATE A-7ARCHITECT - AR0016480 CRAIG A. SOMMERS, AIA 370 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.: AA2600095212-24-20SEA SALT PAVILION ATLANTIC BEACH, FL 32233 1845 MAYPORT ROAD NEW BUILDING