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Attachment B - Sunny Isles Bldg Dept Annex, Bid Set
CITY OF SUNNY ISLES BEACH BUILDING DEPARTMENT RELOCATION TO ANNEX 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 33160 PROJECT NO. 2021-1011 JANUARY 2025 BID SET ConsultingEngineersPMM N.T.S.P.L.A-001PROJECT LOCATION & INDEXW. PalmBeachFortLauderdaleKey WestTallahasseePensacolaOrlandoRockledgeTampaSt. PetersburgMiamiDaytona BeachGainesvilleSt. AugustineJacksonvilleSUNNY ISLES BEACH LOCATION MAPPROJECT LOCATIONNhttp://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATIONTO ANNEXDRAWING SHEET INDEXSHEET # SHEET TILEREVISION #A-000 COVER SHEETA-001 LOCATION MAP AND INDEXA-002 GENERAL NOTESA-003 ACCESSIBILITY NOTESA-004 UL LISTINGSURVEYCSSITE SURVEY COVERS-01 SITE SURVEYCIVILC-100 DEMOLITION PLANC-101 PAVING AND GRADING PLANC-102 DETAILSC-103 DETAILSGENERALA-005 EXISTING EXTERIOR CONDITIONSA-006 EXISTING INTERIOR CONDITIONSA-007ZONING PLANLIFE SAFETYLS-101 LIFE SAFETYARCHITECTUREAD-100DEMOLITION SITE PLANAD-101DEMOLITION FLOOR PLANAD-102DEMOLITION REFLECTIVE CEILING PLANAD-103DEMOLITION ROOF PLANAD-201DEMOLITION ELEVATIONSAD-202DEMOLITION ELEVATIONSA-100 SITE PLANA-100.1 STRIPING PLAN & DETAILSA-100.2 PAVER PLANA-100.3 PAVER DETAILSA-100.4 PAVER & HALF WALL DETAILSA-101 FLOOR PLANA-101.1 ENLARGED FLOOR PLANA-101.2 FURNITURE LAYOUT PLANA-102 FINISH FLOOR PLANA-103 REFLECTIVE CEILING PLANA-104 ROOF PLANA-201 ELEVATIONSA-202 ELEVATIONSA-203 PERSPECTIVE VIEWSA-301 SECTIONSA-302 SECTIONSA-400 SHELVING MILLWORKA-401 BREAK ROOM ELEVATIONSA-402 KITCHEN AND MILLWORKA-403 LOBBY INTERIOR ELEVATIONSA-404 RESTROOM SCHEDULE AND DETAILSA-405 ENLARGED TENANT RESTROOM DETAILSA-406 ENLARGED OFFICE RESTROOM DETAILSA-406.1 ENLARGED UNISEX RESTROOM DETAILSA-407 LADDER DETAILSA-500 EXTERIOR WALL ASSEMBLIESA-500.1 EXTERIOR WALL ASSEMBLIES CONT.A-500.2 INTERIOR WALL ASSEMBLIESA-500.3 INTERIOR WALL ASSEMBLIES CONT.A-501 WALL SECTIONSA-502 WALL SECTIONS CONT.A-503FRAMING DETAILSA-504RAMP DETAILSA-505WOOD FENCE PLAN AND DETAILSA-506CANOPY DETAILSA-507CONFERENCE/MEETING ROOM & LOW WALL DETAILSA-508ROOF DETAILSA-600FINISH SCHEDULEA-601FURNITURE FINISH SCHEDULEA-700DOOR SCHEDULEA-701DOOR DETAILSA-702WINDOW SCHEDULEA-703GLAZING ELEVATIONSA-704GLAZING DETAILSA-800SIGNAGE PLANA-801SIGNAGE DETAILS & SUNNY ISLES LOGO DETAILSA-802DRAINAGE MAT DETAILSSTRUCTURALS-1.0 GENERAL NOTESS-1.1TYPICAL DETAILS & SCHEDULESS-1.2 TYPICAL DETAILSS-2.0 FOUNDATION PLANS-3.0 ROOF FRAMING PLANS-4.0 DETAILSS-5.0 DETAILSS-6.0 GENERATOR SLAB PLANMECHANICALM-001 MECHANICAL GENERAL NOTESM-100 MECHANICAL FLOOR PLANM-201 MECHANICAL ROOF PLANM-301 MECHANICAL SECTIONSM-401 MECHANICAL SCHEDULESM-402 MECHANICAL SCHEDULES AND DETAILSM-403 MECHANICAL SCHEDULES AND DETAILSM-501 MECHANICAL DETAILSM-502 MECHANICAL DETAILSPLUMBINGP-001 PLUMBING GENERAL NOTESPD-100 PLUMBING DEMOLITION SITE PLANPD-101 PLUMBING DEMOLITION PLANP-100 PLUMBING SITE PLANP-101 PLUMBING FLOOR PLAN - SANITARYP-102 PLUMBING ROOF PLANP-201 PLUMBING FLOOR PLAN - DOMESTIC WATERP-500SANITARY PLUMBING FLOOR PLANP-700PLUMBING ISOMETRIC - SANITARYP-701PLUMBING ISOMETRIC - DCW & GASP-800PLUMBING DETAILSELECTRICALE-001ELECTRICAL GENERAL NOTESES-100 ELECTRICAL SITE PLANE-100ELECTRICAL FLOOR PLANE-100.1ELECTRICAL SECURITY PLANE-101ELECTRICAL LIGHTING POWER PLANE-102PHOTOMETRICS PLAN (NORMAL)E-103PHOTOMETRICS PLAN (EMERGENCY)E-104LIGHTING CONTROLS PLAN & DETAILSE-201ELECTRICAL ROOF PLANE-600ELECTRICAL RISER DIAGRAMSE-601FIRE ALARM RISER DIAGRAME-602LOW VOLTAGE RISER DIAGRAME-700ELECTRICAL PANEL SCHEDULESE-701ELECTRICAL PANEL SCHEDULESFIRE PROTECTIONFP-001FIRE PROTECTION GENERAL NOTESFPD-100FIRE PROTECTION DEMOLITION PLANFP-101FIRE PROTECTION REFLECTIVE CEILING PLANA.P.N.T.S.STATE LEVEL LOCATION MAPNN.T.S. POLYVINYL CHLORIDE REFLECT (ED) (ING) (OR) POST-TENSIONED CONCRETE PORTLAND CEMENT CONCRETE REVISION (S) REVISED REINFORCED CONCRETE PIPE PANELS FIRE-RESISTANT COATING FIRE PROOF FIRE HYDRANT FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER FINISHED SURFACE FINISHED GRADE FINISHED FLOOR LINE FINISHED FLOOR ELEVATION FASTEN, (FASTENER) FACTORY FINISH FACE OF STUDS FACE OF MASONRY FACE OF CONCRETE FACE OF FINISH FIRE ALARM FINISH FIBERGLASS FENCE FACE BRICK EXTERIOR EXPOSED EXPANSION BOLT EXISTING EXHAUST EXCAVATE ESTIMATE EQUIPMENT EQUAL ENCLOSURE EMERGENCY ELEVATION ELECTRICAL PANELBOARD ELECTRIC (AL) EDGE OF PAVEMENT EASEMENT DRIVEWAY DRAWING DRAWER DRAIN DOWNSPOUT DOOR DIVISION DISPENSER DIMENSION DIAMETER DIAGONAL DETAIL DEPRESSED DEMOLISH (DEMOLITION) DEAD LOAD DAMPROOFING DAMPER CURB & GUTTER DIRECT DIGITAL CONTROL EACH FIBERGLASS REINFORCE FLATHEAD WOOD SCREW FIRE-RETARDANT FLEXIBLE FLASHING ELEC FN COMBINATIONCOMB COUNTERSINK CONTROL JOINT COUNTERSUNK SCREW COUNTERFLASHING CORRUGATED METAL PIPE CORNER GUARD CONTRACT (OR) CONTINUOUS OR CONTINUE CONSTRUCTION CONCRETE MASONRY UNIT COMPOSITION (COMPOSITE) COMPARTMENT CONCRETE BLOCK STRUCTURE COLD WATER SUPPLY COLD WATER RETURN CBS CWS CWR CTR CS CTSX CFL CRS COUNTER COURSE (S) COMPT COMPO CONST CONTR CONT CJT CPR CMP CG CONC CMU COPPER CONCRETE FLG FHWS FLX FP FH FEC FRC FRT FS FRP FE FA FIN FFE FGL FG FFL CATCH BASIN CAULK (CAULKING) CAST-IN-PLACE CONCRETE CAST IRON PIPE BUILT UP ROOFING BOTTOM OF UNIT CLEAN OUT (SEWER) CIRCUMFERENCE CERAMIC TILECT CIR CO CLA CIRC CLS CK CLG CL CEM CER CLEARANCE CIRCLE CLOSURE CERAMIC CENTERLINE CEMENT CEILING BLDG CAB CSMT CIP CIPC CI CB BOT BRK BUR BOU CAST IRON CASEMENT CABINET BUILDING BRICK BOTTOM FOC FB FF FOM FOS FAS EA EXP EXT FOF EQP EST EXCA EXH EXG EB EP EL EQ EMER ENC ABBREVIATIONS ASPHALTIC CONCRETE ARCHITECT (URAL) AIR CONDITIONING ACOUSTICAL TILE ACCESS PANEL ACCESS FLOOR ABOVE FINISHED FLOOR BENCH MARKBM BVL BIT BLKG BD BLK ARCH AD AC ASPH ANOD BOARD BLOCKING BLOCK BITUMINOUS BEVELED ASPHALT AREA DRAIN ANODIZED ACT ADD ADH ALT ALUM A/C ACC ACFL AP AC AFF ALUMINUM ALTERNATE ADHESIVE ADDENDUM ACOUSTICAL ACCESS DWG EP D/W ESMT DDC DR DS D DWR DIV DEP DTL DIAG DIAM DIM DPR DP DL DPR DEM C&G RESILIENT GD GRADE, GRADING RES MTHR MIR MIN MWK MTFR NIC MT MULL NL NOM NAT MOV MLD MOD MLWD MISC OD OPG OC OH OS OA PNL PNT NTS PTN PLAM PLAS PVMT PG PL PED PV PB PBD PAR PWD PC JT JF J KPL KIT INS INSC INT INTM INSF HCP HP INCL INV ID JOINT FILLER KICKPLATE JOIST JOINT KITCHEN INVERT ELEVATION INCLUDE (D) (ING) HANDICAPPED INSULATING FILL INSULATE (D) (ION) INTERMEDIATE INSIDE DIAMETER INSULATING CONCRETE INTERIOR HIGH POINT HJT HC HM HOR HB HWM HT HDR HD HTG HVAC GPL GPT GPPL HWD GRN GVL GT GF GPDW HEAD JOINT HEAVY DUTY HOT WATER HEATER HOLLOW METAL HOLLOW CORE HEATING/VENTILATING/AIR COND. HOSE BIBB HORIZONTAL HEIGHT HEATING HEADER GYPSUM DRY WALL GROUND FACE GYPSUM PLASTER GYPSUM TILE GYPSUM LATH HARDWARE GROUT GRAVEL GRANITE OVERALL FLOAT GLASS PLATE GLASS / PLASTIC LAMINATE PLASTER PEDESTAL PLYWOOD PHOTOCELL PLATE PAVEMENT PAVE (D) (ING) PARTITION PARTICLE BOARD PARALLEL PANIC BAR PAINT (ED) OVERHEAD OVERFLOW SCUPPER PANEL SPEAKERSPK SQUARE SPECIFICATION (S) SPECIAL STATION STEEL STANDARD STAINLESS STEEL ST STA SPL SPEC SQ S.S., S/S, SST STD SHEET SHEET GLASS SHEATHING SERVICE SINK SIMILAR SLEEVE SPACER SOUNDPROOF SOLID CORE SKYLIGHT SHELF, SHELVING SIM SP SPC SL SC SKL SSK SHTH SH SG SHT MEAN LOW WATER DATUM OF 1929 NOT IN CONTRACT NOMINAL NATURAL NAILABLE OUTSIDE DIAMETER OPENING ON CENTER (S) NOT TO SCALE MULLION MOVABLE MOUNT (ED) MOLDING, MOULDING MODULAR MISCELLANEOUS MIRROR MINIMUM MILLWORK METAL THRESHOLD METAL FURRING RUBBER TILE RUBBER BASE RAIN LEADER RAIN WATER LEADER SEATING SECTION SEALANT SCHEDULE SANITARY SEWER SAFETY GLASSSFGL SNT SEC STG SCH SS RBT RB RWL RL RETURN RIGHT OF WAY REVERSE (SIDE) RETURN AIR RISER ROOM ROUGH OPENING ROOFING ROOF HATCH ROOF DRAIN R RM RO RD RFG RFH RVR ROW REV RA RET LBL LAB LAD LB LAM LAV MH LT LC LTL LL LVR MO MAS MFA MECH MET MMB MBR MAX MTL FR GSS GKT GC GL GB FUR GA GI GP GV FL FLUR FND FTG FLCO FD FPL FLR FRAME (D) (ING) GALVANIZED PIPE GALVANIZED IRON GAGE, GAUGE FURRED (ING) GLASS, GLAZING GASKET (ED) GENERAL CONTRACT (OR) GALVANIZED STEEL SHEET GRAB BAR GALVANIZE FLOOR CLEANOUT FLOOR PLATE FLUORESCENT FLOOR DRAIN OR FIRE DAMPER FOUNDATION FOOTING FLOOR LINE FLOOR (ING) MASONRY OPENING MASONRY MANUFACTURE (ER) MANHOLE MEMBRANE MEMBER MECHANIC (AL) MAXIMUM MATERIAL (S) METAL LIGHT CONTROL LOUVER LIVE LOAD LAVATORY LAMINATE LAG BOLT LADDER LABORATORY LIGHT LINTEL LABEL RAILING RADIUS REFERENCE RETURN AIR GRILLE REMOVE REQUIRED REINFORCE (D) (ING) REGISTER REFRIGERATORREFR REQD RE REM RCP REG RFL REF RLG RAD RAG PREFINISHED PREFABRICATE (D) POWER POLE QUARRY TILE PROPERTY LINE PRESSURE TREATED PFN QT PL PT PTC PFB PP PCC PVC WELDED WIRE FABRIC WATER REPELLENT WATERPROOFING WATER CLOSET WALL TO WALL WIRED GLASS WALL COVERING WATER HAMMER ARRESTOR WM WO WD W/ WB WHA WOOD WITHOUT WIRE MESH WOOD BASE WITH WP WR WS WWF WG WIN WSCT WH WC WTW WCL WATERSTOP WINDOW WALL HUNG WAINSCOT VITRIFIED CLAY PIPE VINYL ASBESTOS TILE VERTICAL GRAIN VAPOR BARRIER UNDERGROUND VINYL FABRIC VENT THROUGH ROOF VINYL COMPOSITION TILE UNDERWRITERS' LABORATORIES, INC. UNLESS OTHERWISE NOTED VB VF V VCP VT VCT VB VERT VG VIN VAT VINYL BASE VINYL TILE VENT VINYL VERTICAL UNF UG UON UR VTR T TYP UL TOU UC UNDERCUT URINAL UNFINISHED TYPICAL TREAD TOP OF UNIT TOILET PAPER DISPENSER TOILET PARTITION TO BE REMOVED STRUCTURAL CLAY TILE TOP OF CURB TERRA COTTA STORM DRAIN SURFACE AIR REGISTER TOP OF WALL TOP OF STEEL TOP OF PAVEMENT THK THICK (NESS) TP TSL TST TB TR TW THR TBR TPD TC TPTN TRANSOM TOWEL BAR THRESHOLD SYS TEL SAR TC TZ SD STR SCT SUS STO SYSTEM TERRAZZO TELEPHONE SUSPENDED STORAGE STRUCTURAL PEMB PRE-ENGINEEREDMETAL BUILDING CUSTOMS BORDER PATROL CBP CHILLER ENERGY PLAN CEP GYP GYPSUM MOT MAINTENANCE OF TRAFFIC SYMBOLS BUILDING SECTION NUMBER SHEET NUMBER BUILDING SECTION SECTION NUMBER SHEET NUMBER SECTION NUMBER SHEET DOOR NUMBER / LOUVER NUMBER ROOM NUMBER WINDOW TYPE DETAILS NUMBER DETAIL NUMBER SHEET SHEET NUMBER INTERIOR ELEVATION SHEET NUMBER ELEVATION NUMBERS WALL TYPE XXX X XX.XXX DETAIL NUMBER SHEET NUMBER XXX X'-X" A.F.F X XX.XXX EXTERIOR ELEVATION SHEET NUMBER ELEVATION NUMBER X XXX XX.XXX WALL TYPE NUMBER CALL OUT WINDOW AND TAG MASONRY WALL PARTITION WALL GROUND PLAN SCALE: 3/32"= 1'-0" DRAWING NUMBER DRAWING NAME DRAWING SCALE NORTH ARROW KEYNOTE X X ELEVATION DESCRIPTION SCOPE OF WORK ·THIS PROJECT INCLUDES THE INTERIOR DEMOLITION FOR FUTURE RENOVATION OF THE NEW LOCATION OF SUNNY ISLES BUILDING DEPARTMENT, LOCATED ON 18070 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 33160. ·THE RENOVATION WORK INCLUDES ARCHITECTURAL, STRUCTURAL, FIRE PROTECTION, MECHANICAL, PLUMBING AND ELECTRICAL SYSTEM. ·PROVIDE NEW FLOOR FINISHES AND NEW INTERIOR PARTITIONS. ·PROVIDE NEW FRAMING AND GLAZING AT SELECT LOCATIONS. ·PROVIDE NEW HAND SINKS AND COUNTERS. ·PROVIDE NEW CEILING TILES AND HARD CEILINGS. ·PROVIDE NEW HVAC DUCTWORK, ACCESSORIES, AND EQUIPMENT. ·NEW ROOF TOP UNITS (RTUS) TO BE INSTALLED. ·REMOVE AND REPLACE ALL ELECTRICAL DEVICES, LIGHTING, AND EQUIPMENT. ·COLD WATER, SINKS, FLOOR DRAINS, GAS AND SANITARY PIPES, RUSTED CONDENSATE PIPES TO BE REMOVED, CUT, AND CAPPED AS NECESSARY. ·ALL BATHROOM PLUMBING FIXTURES TO BE REMOVED AND REPLACED. ·REFER TO MEP SHEETS FOR ADDITIONAL SCOPE OF WORK ·NEW INTERIOR LAYOUT WITH INTERIOR PARTITIONS, NEW RAISED FLOOR, NEW CEILING FINISHES, NEW FIXTURE, FURNITURE, AND EQUIPMENT (FF&E). ·NEW BUILDING ADDITION. ·RENOVATION EXISTING BUILDING RESTROOMS AND TWO NEW SINGLE STALL RESTROOMS. ·BUILDING CODE: 2023 FLORIDA BUILDING CODE, 8TH EDITION ·FIRE / LIFE SAFETY CODE: 2023 FLORIDA FIRE PREVENTION CODE, 8TH EDITION ·ELECTRICAL CODE: 2023 N.E.C. ·ACCESSIBILITY CODE: 2023 FLORIDA BUILDING CODE , 8TH EDITION - ACCESSIBILITY N X X-XXX APPLICABLE CODES BUILDING DATA ·RENOVATION TO AN EXISTING BUILDING PER FBC 2023 EXISTING BUILDINGS 801 ·WORK AREA COMPLIANCE METHOD: TOTAL LOT AREA = 23,519 SF TOTAL BUILDING AREA = 9,312.2 SF TOTAL AREA BEING RENOVATED = 11,200 SF TOTAL RENOVATED AREA IS EQUAL TO 47.6% OF THE TOTAL LOT AREA, THUS THIS BUILDING SHALL BE DONE UNDER A "LEVEL 2 ADDITION"PER THE FLORIDA BUILDING CODE 2023 EXISTING BUILDINGS SECTIONS 803 AND CHAPTER 6 SECTION 602, 603 AND 604. XXX XXX XX GENERAL NOTES 1. ALL WORK TO BE PERFORMED SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (F.B.C.) 2023 8TH EDITION AND ALL APPLICABLE SUPPLEMENTS AND ZONING ORDINANCES APPLICABLE AND ANY AGENCY HAVING JURISDICTION ON THIS PROJECT. 2. MATERIALS AND/OR CONSTRUCTION SYSTEMS USED AS PART OF OR FOR THE PROTECTION OF THE ENVELOPE OF THE STRUCTURE, INCLUDING BUT NOT LIMITED TO WINDOWS, EXTERIOR, GLAZING, WALL CLADDING, ROOFING, EXTERIOR DOORS, AND SIDING MUST HAVE PRODUCT CONTROL ACCEPTANCE NUMBERS IN COMPLIANCE WITH THE REQUIREMENTS OF THE CITY OF SUNNY ISLES BEACH BUILDING CODE COMPLIANCE DEPARTMENT (N.O.A., AS DEFINED IN CHAPTER 4, OF (F.B.C.)OR FLORIDA PRODUCT APPROVAL. 3. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS. 4. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK OF ANY DISCREPANCIES IN THE CONTRACT DOCUMENTS AND CONDITIONS ON THESE DRAWINGS AND/OR ALL OBVIOUS ERRORS AND OMISSIONS. 5. CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT/ENGINEER OF THE EXISTENCE OF ANY OBSERVED VARIATIONS BETWEEN THE CONTRACT DOCUMENTS AND ANY APPLICABLE CODES OR ORDINANCES. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS/HER OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 6. FACILITIES SHALL COMPLY WITH THE FLORIDA BUILDING CODE ACCESSIBILITY 2023 8TH EDITION AND THE AMERICAN WITH DISABILITIES ACT, PUBLIC LAW 101-336 (ADA), WHICHEVER IS MOST STRINGENT. 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND TOPOGRAPHIC SPOT ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY EXISTING DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL CAREFULLY EXECUTE ALL WORK TO AVOID UNNECESSARY DAMAGE TO EXISTING ITEMS SCHEDULED TO REMAIN IN PLACE INCLUDING BUT NOT LIMITED TO EXISTING MECHANICAL, ELECTRICAL & LIGHTING EQUIPMENT. 9. THE CONTRACTOR IS TO PROVIDE SECURITY BARRIERS AND OTHER APPLICABLE DEVICES AS REQUIRED BY THE CONTRACT DOCUMENTS AND/OR LOCAL AND STATE CODES AND REGULATIONS. PLACEMENT OF SAFETY DEVICES IS TO TAKE PLACE IN A MANNER SO AS NOT TO DISRUPT THE FACILITY OPERATIONS. THE CONTRACTORS SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PATCHING ANY DAMAGED SURFACES TO MATCH EXISTING AND PAINTING ALL SURFACES AFFECTED BY THE NEW CONSTRUCTION. THOSE AFFECTED ITEMS SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 10. THE WORK SHALL INCLUDE THE FURNISHING OF ALL LABORS, MATERIALS, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY TO DO A COMPLETE AND THOROUGH JOB. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE DRAWING AND SPECIFICATIONS AS PREPARED BY THE OFFICE OF BEA ARCHITECTS AND CONSULTANTS. 11. WORK NOT INCLUDED IN CONTRACT: WORK NOTED "N.I.C." OR BY OTHERS ON THE DRAWINGS OR SPECIFICATIONS. IF ANY MATERIALS, EQUIPMENT OR BOTH, INDICATED "N.I.C." ARE TO BE INSTALLED BY THE OWNER, THEY WILL BE SO NOTED ON THE DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS. 12. CONTRACTOR ACKNOWLEDGES THAT HE HAS INFORMED HIMSELF FULLY REGARDING REQUIREMENTS OF DRAWINGS, SPECIFICATIONS, & REGULATIONS PERTAINING TO THE PROJECT. SPECIFICATIONS AND DRAWINGS ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ONE IS AS BINDING AS IF CALLED FOR BY ALL. VISIT SITE OF WORK. COMPARE REQUIREMENTS OF DRAWINGS AND SPECIFICATIONS AND BECOME FAMILIAR WITH EXISTING CONDITIONS UNDER WHICH WORK OF CONTRACT IS TO BE PERFORMED, INCLUDING TOPOGRAPHY, APPROACHES AND IMPROVEMENTS ON OR ABOUT SITE. 13. PROTECTION OF ADJACENT BUILDINGS AND PROPERTY: EXERCISE ALL PRECAUTIONS NECESSARY TO PROTECT ALL BUILDINGS AND OTHER CONSTRUCTIONS ON PROPERTY ADJACENT TO THAT OF THE WORK OF THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR, AND PAY FOR, ALL DAMAGES TO SUCH ADJACENT BUILDINGS AND CONSTRUCTION ON ACCOUNT OF OPERATIONS UNDER THE CONTRACT. 14. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION, FABRICATION, PROCUREMENT SHIPMENT, DELIVERY, OR INSTALLATION, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK OR TO MEET THEIR SCHEDULES FOR DELIVERY OF COMPLETION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 15. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. IF ANY DISCREPANCIES ARISE THE ARCHITECT IS TO BE NOTIFIED PRIOR TO THE COMMENCEMENT OF WORK FOR CLARIFICATION. 16. ALL DIMENSIONS INDICATED ON ARCHITECTURAL PLANS ARE TO FACE-OF-FINISH OR FACE-OF-CONCRETE UNLESS NOTED OTHERWISE. 17. SUBCONTRACTORS ARE TO HOLD HARMLESS THE ARCHITECT, OF ALL LAWSUITS AND CLAIMS WHICH ARISE FROM WORK PERFORMED BY OR MATERIALS SUPPLIED BY THE CONTRACTOR AND THE SUBCONTRACTORS. 18. CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING, AND PLUMBING (TO INCLUDE ALL PIPING, DUCTWORK AND CONDUIT) AND THAT REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE MENTIONED EQUIPMENT ARE PROVIDED. 19. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 20. ALL LABOR INSTALLATION SHALL BE PERFORMED IN THE BEST POSSIBLE MANNER BY SKILLED AND EXPERIENCED WORKMEN TRAINED IN THEIR RESPECTIVE TRADES. 21. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS OR OTHER SUPPORT, FOR ALL BUILDING EQUIPMENT AND ACCESSORIES SHOWN ON PLANS, REGARDLESS OF WHOM SUPPLIES SAID EQUIPMENT OR ACCESSORY UNLESS NOTED OTHERWISE. 22. VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION, INCLUDING EMERGENCY VEHICLES. 23. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. 24. AS PER FBC, "CERTIFICATE OF PROTECTIVE TREATMENT FOR PREVENTION OF TERMITES". A WEATHER RESISTANT JOBSITE POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS ISSUED TO AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED, IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT, SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. AS APPLICABLE. 25. AS PER FBC, "NOTICE OF TERMITE PROTECTION". A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. 26. REFER TO PERMIT DRAWINGS INCLUDING ALL ADDENDUMS AND WRITTEN SPECIFICATION MANUALS FOR COMPLETE CONSTRUCTION DOCUMENTS FOR EXECUTION OF PROJECT AND SCOPE OF WORK. 27. UPON PROJECT'S FINAL COMPLETION, CONTRACTOR SHALL SUBMIT AS-BUILT SURVEY. AS-BUILT SURVEY SHALL BE PERFORMED BY LICENSED REGISTERED LAND SURVEYOR. AS-BUILT SURVEY DOCUMENTS SHALL BE SUBMITTED VIA 3 HARD COPIES SIGNED & SEALED AND IN A DIGITAL AUTOCAD FORMAT. 28. UPON PROJECT'S FINAL COMPLETION, CONTRACTOR SHALL SUBMIT PDF OF AS-BUILT DRAWINGS OF INTERIOR AND EXTERIOR CONDITIONS AS WELL AS A SCANNED PDF OF THE MARKED-UP FIELD COPY. 29. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR AOR/EOR AND CLIENT TO REVIEW AND APPROVE BEFORE ORDERING THE PRODUCT. GENERAL DEMOLITION & RESTORATION NOTES: 1. THE DEMOLITION AND RESTORATION OF THE BUILDING PLANS FOR THIS PROJECT ARE GENERAL IN NATURE AND INDICATE APPROXIMATE EXISTING CONDITIONS AT THE PROJECT SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISUAL FIELD VERIFICATION OF CONDITIONS AND QUANTITIES AND NOTIFY IN WRITING THE A/E AND THE CITY OF SUNNY ISLES BEACH OF DISCREPANCIES FOUND DURING THE BIDDING FOR THEIR POSSIBLE INCORPORATION VIA ADDENDUM. FAILURE ON THE PART OF PROSPECTIVE CONTRACTORS TO COMPLY WITH THE ABOVE MENTIONED MANDATE SHALL NOT ENTITLE THE AWARDED CONTRACTOR TO ADDITIONAL COSTS AFTER BID AWARD. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY EXISTING DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 3. THE CONTRACTOR IS TO EXERCISE DUE CARE DURING THE DEMOLITION AND REMOVAL PHASE, TO ASSURE THAT ITEMS SCHEDULED FOR DEMOLITION AND REMOVAL ARE PROPERLY REMOVED WITHOUT DAMAGE TO THE SURROUNDING AREA(S). 4. ITEMS SCHEDULED TO BE RELOCATED OR TO REMAIN ARE TO BE COORDINATED WITH THE CITY OF SUNNY ISLES BEACH AND ARE TO BE SUBSEQUENTLY PROTECTED FROM DAMAGE. 5. ALL SCHEDULED ITEMS THAT ARE CALLED FOR IN THE CONTRACT DOCUMENTS TO BE REMOVED ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND DISPOSED OF AS REQUIRED BY LOCAL AND STATE CODES AND AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. 6. THE CONTRACTOR SHALL CAREFULLY EXECUTE ALL WORK TO AVOID UNNECESSARY DAMAGE TO EXISTING ITEMS SCHEDULED TO REMAIN IN PLACE INCLUDING BUT NOT LIMITED TO CEILING TILES, EXISTING LIGHT FIXTURES, HVAC DUCTS, WALL AND FLOOR FINISHES, EXISTING BUILT-IN CABINETS OTHER FURNITURE, FIXTURES AND EQUIPMENT. 7. DURING THE DEMOLITION PROCESS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TEMPORARY ADEQUATE MOISTURE PROTECTION AS NECESSARY SO AS TO PROTECT EXPOSED DECKS AND INTERIOR BUILDING SPACES FINISHES AND EXISTING FURNITURE AGAINST WATER INTRUSION AND SUBSEQUENT DAMAGE. THESE MEASURES ARE TO REMAIN IN PLACE UNTIL SUCH TIME AS THE AFFECTED AREAS HAVE BEEN MADE WATER TIGHT BY COMPLETION OF THE RESTORATION WORK. 8. UNDER NO CIRCUMSTANCES IS THE DEMOLITION OF EXISTING WALLS TO COMMENCE WITHOUT ADEQUATE MEASURES BEING TAKEN BY THE CONTRACTOR FOR PROVIDING AND MAINTAINING TEMPORARY MOISTURE PROTECTION THROUGHOUT. CONTRACT TO VERIFY SELECT DEMOLITION DOES NOT COMPROMISE STRUCTURAL INTEGRITY. 9. THE CONTRACTOR IS TO PROVIDE SECURITY BARRIERS AND OTHER APPLICABLE DEVICES AS REQUIRED BY THE CONTRACT DOCUMENTS AND/OR LOCAL AND STATE CODES AND REGULATIONS GOVERNING DEMOLITION AND RESTORATION WORK. 10. FINAL PLACEMENT OF ALL SAFETY DEVICES IS TO BE COORDINATED WITH THE FACILITY USER AND THE CITY OF SUNNY ISLES BEACH'S RELATED PERSONAL AS APPLICABLE FOR THIS PARTICULAR PROJECT. 11. THE CONTRACTORS SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE PATCHING AND RE-FINISHING ANY DAMAGED SURFACES AS A DIRECT OR INDIRECT RESULT OF THIS WORK. MATCH EXISTING FINISHES AND PAINT ALL SURFACES AFFECTED BY THE NEW CONSTRUCTION AND DEMOLITION. 12. THE CONTRACTOR SHALL PROTECT THE EXISTING INTERIOR FINISHES NOT SCHEDULED TO BE REMOVED OR DEMOLISHED. 13. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION (PHOTOGRAPHS AND/OR DRAWINGS) OF EACH ITEM TO BE REMOVED, STORED AND REINSTALLED. THESE ITEMS INCLUDE BUT ARE NOT LIMITED TO: SATELLITE DISH, LIGHT FIXTURES, OUTDOOR SPEAKERS, AND INTERIOR FINISHES (FINISH PANELING AND SHELVING SYSTEMS). 14. PROVIDE PROPER STORAGE TO INSURE PROTECTION FROM THE WEATHER WHEN REQUIRED. 15. THE CONTRACTOR SHALL PROTECT ALL EXPOSED ROOFING INSULATION FROM THE ELEMENTS BY TAKING ALL NECESSARY PRECAUTIONS TO PREVENT MOISTURE PENETRATION OF ROOF INSULATION AND AREAS OF EXPOSED BUILDING INTERIOR. CONTRACTOR TO MAINTAIN CITY OF SUNNY ISLES BEACH OPERATIONS AND SAFETY TO PATRONS AND ALL CITY OF SUNNY ISLES BEACH PERSONNEL DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR TO PROVIDE MOT PLANS FOR COORDINATION/APPROVAL FOR OWNER. 16. DEMOLITION/ RENOVATION SHALL NOT INTERFERE WITH PUBLIC USE OF EXISTING FACILITY. CONTROL/ MINIMIZE DUST AND RUN OFF. MAINTAIN PUBLIC SAFETY. 17. CONTRACTOR SHALL DISCONNECT/ CAP OFF UTILITIES AS NECESSARY FOR DIMENSION WORK. 18. ALL SURFACES TO BE PATCHED/ REFINISHED WHERE IMPACTED BY DEMOLITION. 19. CONTRACTOR TO COORDINATE WITH CITY FOR STAGING/ PLACEMENT OF DEBRIS CONTAINER/ REMOVAL OF DEBRIS. AVOID/ MINIMIZE IMPACT TO FACILITY OPERATIONS. MAINTAIN A CLEAN WORK SITE. DISPOSE OF ALL MATERIAL IN A LEGAL MANNER. GENERAL NOTES A-002 P.L. N.T.S.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXA.P. MOP< N.T.S.P.L.A-003ACCESSIBILITY NOTESACCESSIBILITY NOTES:1. PARKING:2. WALKS:3. RAMPS:5. ADDITIONAL REQUIREMENTS:4. ENTRANCES AND EXITS:10. LAVATORIES:9. GRAB BARS:8. WATER CLOSET:7. SANITARY FACILITIES:6. DRINKING FOUNTAINS AND WATER COOLERS:13. SIGNAGE AND IDENTIFICATION:11. URINALS:12. TOILET ROOM ACCESSORIES:ACCESSIBILITY NOTES:1. PARKING:2. WALKS:http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATIONTO ANNEXA.P. SYSTEM NO. W-J-1067SYSTEM NO. W-J-2053SYSTEM NO. W-L-1054NOTICE:SUBMIT ACTUAL PHYSICAL AND STRUCTURAL PROPERTY DATA FROMSTEEL FRAMING MANUFACTURER.SYSTEM NO. W-L-2079DESIGN NO. U415DESIGN NO. U419DESIGN NO. U408UL LISTINGA-004N.T.S.P.L.http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXA.P.UL LISTINGS FOR FIRE PROTECTION OFRATED CEILING FLOORUL LISTINGS FOR FIRE RATED PARTITIONSUL LISTINGS FOR FIRE PROTECTION OF OFRATED WALLS AT PENETRATIONSTYPICAL LIMITING HEIGHTSINTERIOR PARTITIONSWALL TYPES GENERAL NOTES1. ALL RATED WALL PENETRATIONS SHALL MAINTAIN INTEGRITY OF WALLASSEMBLY.2. PROVIDE CONTROL JOINTS IN GYPSUM WALL BOARD PER MANUFACTURER'SRECOMMENDATIONS, INDUSTRY PRACTICE AND/OR AS APPLICABLE.COORDINATE WITH ARCHITECT.3. PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN ALL WET WALLS.4. CEILING WALL BOARD SHALL HAVE A LEVEL 5 FINISH.5. ALL GYPSUM BOARD TO BE PRIMED AND PAINTED.6. ALL METAL FRAMING TO BE MINIMUM 20 GA GALVANIZED METAL.7. ALL WALL FRAMING SHALL BE FLOOR TO STRUCTURE ABOVE UNLESSOTHERWISE NOTED.8. THE STEEL STUDS OF ALL PARTITIONS SUPPORTING PLUMBING FIXTURES ORCABINETS, SHALL EXTEND FROM FLOOR TO STRUCTURE ABOVE AND SHALL BERIGIDLY CONNECTED TOP AND BOTTOM.9. ALL WALLS ARE TO BE BRACED ABOVE THE FINISHED CEILING ASRECOMMENDED BY THE METAL STUD MANUFACTURER TO PREVENT LATERALWALL MOVEMENT.10. ALL INTERIOR STEEL STUDS SHALL BE BRACED FOR MAXIMUM DEFLECTION OFL/360 AT (5) FIVE LB/FT. HORIZONTAL LOAD. CONTRACTOR SHALL SIZE STUDGAGE BASED ON MANUFACTURER'S STANDARD STUD PROPERTIES TABLES.11. ALL WALLS WHICH SEPARATE A SPACE FROM AN UNCONDITIONED AREA SHALLHAVE R4.1 FOIL KRAFT PAPER INSULATION FOR MASONRY WALLS.12. ALL STUDS 20 GAUGE AT 16" O.C. UNLESS OTHERWISE NOTED.13. ALL RATED WALL PENETRATIONS SHALL MAINTAIN INTEGRITY OF WALLASSEMBLY. SURVEYING FOR SUNNY ISLES CITY HALL 178TH ST. BETWEEN ATLANTIC BLVD. & COLLINS AVE. CITY OF SUNNY ISLES BEACH, MIAMI DADE COUNTY, FLORIDA PREMIERE DESIGN SOLUTIONS INC.11606 PROMENADE CITY HALLSUITE 200,MIRAMAR, FL, 33025.954.237.7850PDS@PDS-ENG.COMFLORIDA COA No. 27940LB 8017SHEET DESCRIPTIONSHEET NO.PALMBEACHBROWARDCOLLIERMIAMI-DADEMONROEWATERBACK FLOWWATERELECCSCOVER SHEETS-01PLAN VIEW SITE 1INDEX OF SHEETSLEGAL DESCRIPTION:SURVEYOR'S NOTES:SURVEYOR'S CERTIFICATE:TOPOGRAPHIC SURVEYSURVEYING FOR SUNNY ISLES CITY HALL178TH ST. BETWEEN ATLANTIC BLVD. & COLLINS AVE.CITY OF SUNNY ISLES BEACH, MIAMI DADE COUNTY, FLORIDA 33014CSSHEET 01 OF 02COVER SHEETSURVEYOR'S NOTES:LEGEND AND ABBREVIATIONS:-BOXES:-VALVES:-MANHOLES & DRAIN STRUCTURES:-POLES:-OTHER UTILITIES:-TYPES OF LINE:LOCATION MAPSUNNY ISLESCITY HALLVICINITY MAPN.T.S.ATLANTIC BLVD. COLLINS AVE.178TH ST.N BAY R D .SURVEY SITE181 DR.SAN180TH DR.179TH DR.182ND DR.ATLANTIC BLVD. COLLINS AVE. 1 7 8 T H D R .PLAYA SONYDUMFOUNDING BAY GPSVGGWVGIVMEMMMMWVIVIVWVIVNNNNWNNSFCWVWWVIVHYD WVTBOHOHTBMMOHOHSFCMGPGPSTSTSVGGGWVIVGPCOLLINS AVENUEGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECTELECT S86° 52' 22.53"W 140.00'S56° 50' 44.53"W57.300S03° 07' 37.47"E14.43'N86° 52' 22.53"E 65.00'N02° 58' 42.53"E 60.00'S86° 52' 22.53"W 250.00'EGPGPS02° 58' 42.53"W 108.50' CL SURVEYING FOR SUNNY ISLES CITY HALL 178TH ST. BETWEEN ATLANTIC BLVD. & COLLINS AVE. CITY OF SUNNY ISLES BEACH, MIAMI DADE COUNTY, FLORIDA PREMIERE DESIGN SOLUTIONS INC.11606 PROMENADE CITY HALLSUITE 200,MIRAMAR, FL, 33025.954.237.7850PDS@PDS-ENG.COMFLORIDA COA No. 27940LB 80170105SCALE 1" = 10'S-01SHEET 02 OF 02PLAN VIEW SITE 1DRAINAGE STRUCTURES TABLE S-01STRUCTURERIMELEVATIONINVERT DIAMETER MATERIAL BOTTOM COMMENTSCB-015.92' N 2.22'15"-0.08'CB-02 5.71'NO ACCESSCB-03 6.13'SE 2.53' 15"1.13'N 2.53' 12"NE 2.53'12"STMH-01 6.17'NO PIPE13.97'STMH-02 6.29'BAFFLE CENTER2.29'CB-04 5.60'FULL OF SEDIMENTS1.55'CB-05 6.03'NE 2.73' 15" PVC0.88'FULL OFWATERW 2.78'15"PVCCB-06 6.06'FULL OF WATER-0.08'CB-07 7.15'NO ACCESSCB-08 5.78'FULL OF WATER0.43'FULL OFSEDIMENTSTrees and PalmsPALM ID COMMON NAMETRUNK (INCHES) CANOPY(FT) HEIGHT(FT)PALM ID COMMON NAMETRUNK (INCHES) CANOPY(FT) HEIGHT(FT)PALM ID COMMON NAMETRUNK (INCHES) CANOPY(FT) HEIGHT(FT)PALM ID COMMON NAMETRUNK (INCHES) CANOPY(FT) HEIGHT(FT)1Canary IslandDate Palm12102114Royal Palm12123827Coconut palm911440Oak55162Canary IslandDate Palm1210915Royal Palm12122828Coconut palm911441Oak610183Canary IslandDate Palm12104016Coconut palm10123229Coconut palm911442Oak920224Canary IslandDate Palm12104017Coconut palm10123330Coconut palm911443Coconut palm98135Canary IslandDate Palm12104018Coconut palm10122931Coconut palm91146Canary IslandDate Palm12103819Coconut palm10123032Gumbo limbo1840237Canary IslandDate Palm12102220Coconut palm10122933Oak1228228Canary IslandDate Palm12102321Coconut palm10122934Oak1830239Royal Palm12123222Coconut palm10122835Oak18302710Royal Palm12122823Coconut palm10123536Oak15302211Royal Palm12122624Coconut palm10122737Oak15252512Royal Palm12123225Coconut palm10122638Oak8172213Royal Palm12123226Coconut palm10122639Oak71522 GP SV GGWVG IV M E M M M M WV IV IV WV IV NN NN W NN WV W WV IV HY DWV OH OH TB M M OH OH M GP GP ST ST SV GGGWV IV GP E GP GP EXIST. 47 L.F. OF CURB TYPE "D" TO BE REMOVED EXIST. 25 L.F. OF CURB TYPE "D" TO BE REMOVED EXIST. 219.77 S.F. OF SOD TO BE REMOVED EXIST. 558 S.F. OF CONCRETE PAVEMENT TO BE REMOVED EXIST. 56.73 L.F. OF CURB TYPE "D" TO BE REMOVED EXIST. STMH TO REMAIN EXIST. WALL TO BE REMOVED EXIST. WALL TO BE REMOVED EXIST. 407 S.F. OF CONCRETE SIDEWALK TO BE REMOVED EXIST. 245 S.F. OF CONCRETE PAVEMENT TO BE REMOVED EXIST. SIGN TO BE RELOCATED EXIST. IRRIGATION VALVE TO BE RELOCATED EXIST. METAL LIGHT POLE TO BE RELOCATED EXIST. TREE TO BE REMOVED EXIST. TREE TO BE PROTECTED EXIST. CB TO BE PROTECTED EXIST. WALL TO REMAIN EXIST. 206 S.F. OF CONCRETE SIDEWALK TO BE REMOVED EXIST. CLEANOUT TO REMAIN EXIST. WATER VALVE TO REMAIN EXIST. 545 S.F. OF SOD TO BE REMOVED EXIST. IRRIGATION VALVES TO BE RELOCATED EXIST. TREE TO BE REMOVED EXIST. PALM TO BE REMOVED EXIST. PALM TO BE PROTECTED EXIST. IRRIGATION VALVE TO BE RELOCATED EXIST. CLEANOUT TO REMAIN. EXTEND AND INSTALL NEW COVER MATCHING THE PROPOSED SIDEWALK. EXIST. CLEANOUT TO REMAIN. EXTEND AND INSTALL NEW COVER MATCHING THE PROPOSED SIDEWALK. EXIST. 70 S.F. OF BRICK SIDEWALK TO BE REMOVED EXIST. 205 S.F. OF BRICK SIDEWALK TO BE REMOVED EXIST. GREASE TRAP TO BE REMOVED AND REPLACED EXIST. SANITARY VALVE TO BE REMOVED EXIST. GREASE TRAP TO BE REMOVED EXIST. SANITARY VALVES TO BE REMOVEDEXIST. SANITARY VALVE TO REMAIN EXIST. 4490 S.F. OF ASPHALT PAVEMENT TO BE REMOVED AND RESTORED EXIST. 4490 S.F. OF ASPHALT PAVEMENT TO BE REMOVED AND RESTORED EXIST. CB TO BE PROTECTED EXIST. TREE TO BE PROTECTED EXIST. 156 S.F. OF BRICK SIDEWALK TO BE REMOVED EXIST. CANVAS TO BE REMOVED EXIST. CANVAS TO BE REMOVED EXIST. PARKING STRIPING TO BE REMOVED AND RESTORED http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 25, 2024 GUSTAVO ECKARDT, P.E.License No.67553CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXDEMOLITION PLAN N LEGEND GREASE TRAP TO BE REMOVED & REPLACED 1 1"=8'-0" G BRICK SIDEWALK TO BE REMOVED G.P.C.A. 1"=8'-0" C-100 CONCRETE SIDEWALK & PAVEMENT TO BE REMOVED ASPHALT PAVEMENT TO BE REMOVED SOD AREA TO BE REMOVED EXISTING TREE TO BE PROTECTED DEMOLITION PLAN .. 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STANDARD DETAILS *3C$ 1T6 C 'ET$,/6 PRECAST CONCRETE WHEEL STOP DETAIL N.T.S.14 AT EACH END 1'-6" LONG 1 - #5 BAR, PRECAST CONCRETE WHEEL STOP PAINTED AND MARKED AS REQUIRED BY OWNER. ACCESSIBLE PARKING SPACE CONCRETE SIDEWALK 7'12" DISABLED PERMIT ONLY PARKING BY18"FTP 20-06 PER FDOT INDEX No. 17355 HANDICAP AND STALL PARKING DETAIL N.T.S.13 TYPICAL HANDICAP SIGN STYLE FTP-20-06 N.T.S.15 ACCESSIBLE PARKING SPACE WHITE GRAPHICS ON A BLUE BACKGROUND BLUE LETTERS ON A WHITE BACKGROUND. NOTE: IN ADITTION TEXT MAY ALSO INCLUDE TOWING AND MONETARY PENALTY INFORMATION. SIGN POST (METAL OR APPROVED EQUAL) WEIGHT (3.00LBS/FT) MOUNTING BOLTS BASE POST COMPACT SUBGRADE TO MAX 95 % MODIFIED PROCTOR (ASTM D-1557) IN ACCORDANCE WITH GEOTECHNICAL ENGINEER'S RECOMENDATIONS C.I.P. CONCRETE AGGREGATE STONE BASE (57 ROCK). REFER TO CIVIL DRAWINGS 1/2" PRE-MOLDED EXPANSION - JOINT FILLER MATERIAL ASPHALT LAYER. REFER TO CIVIL DRAWINGS CONCRETE - ASPHALT TRANSITION DETAIL11N.T.S. NOTE: ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC IN COMPLIANCE WITH FDOT STANDARDS 1/2"R #4 TOP & BOTTOM 3" CLR. ALL AROUND LAP 18" MIN. APPLY CONCRETE BONDING AGENT ALONG TOP OF EXISTING RETAINING WALL EXISTING CONCRETE RETAINING WALL TO REMAIN VARIES WIDTH AS REQUIRED (MIN. 5' TYPICAL 3000 PSI CONCRETE 1/2"R EXISTING BUILDING WALL 1/2" EXPANSION JOINTSUBGRADE COMPACTED TO 98% AASHTO T-180 4" NOTES: 1. SIDEWALK JOINTS SHALL BE AT EVERY 5' ON CENTER. 2. CONCRETE STRENGTH SHALL BE 3000 PSI MINIMUM AND SHALL HAVE A MINIMUM 470 LB/CY OF PORTLAND CEMENT AND A MAXIMUM WATER TO CEMENT RATIO OF 0.55 LBS/LB. 3. ALL COMPACTION PROCTOR TESTING TO BE DONE AS PER AASHTO T-180 4. MINIMUM SIDEWALK THICKNESS SHALL BE 4 INCHES THICKENED EDGE SIDEWALK DETAIL N.T.S.16 http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 25, 2024 GUSTAVO ECKARDT, P.E.License No.67553CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEX3 N.T.S. STANDARD DETAILS G.P.C.A. N.T.S. C-103 DETAILS A-005EXISTING EXTERIORCONDITIONSI.B.EXISTING DECORATIVE WALLEXISTING EXTERIOR GATEEXISTING FRONT DOOR - NORTH ELEVATIONEXISTING PARKING AND SIDE DOOR - WEST ELEVATIONN.T.S.NOTE: IMAGES PROVIDED FOR REFERENCE ONLY OF SOME SELECT CONDITIONS . GC SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK.1234567891011121314EXISTING DOOR OPENINGS COVERED WITH METAL SHEETEXISTING BACK DOOR - SOUTH ELEVATIONEXISTING ROOFTOP UNIT TO BE REMOVEDEXISTING ROOF VENT AND PENETRATIONhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 3316811575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXEXISTING ROOFTOP UNIT TO BE REMOVEDNORTH WEST ELEVATIONEXISTING DUMPSTER AREAEXISTING DUMPSTER AREAEXISTING BACK DOORS - SOUTH ELEVATIONEAST ELEVATION1516EXISTING ENTRANCES - NORTH EAST ELEVATIONSNORTH ELEVATIONA.P. A-006P.L. / I.B.EXISTING EXPOSED CEILINGEXISTING LOBBYEXISTING FRONT DOOR - NORTH ELEVATIONEXISTING AREA EXPOSED POST FINISHESEXISTING DINING AREA POST FINISHES AND FURNITURE REMOVALEXISTING DINING AREA POST FINISHES AND FURNITURE REMOVALEXISTING EXPOSED BLOCK WALLEXISTING DINING AREA POST FINISHES AND FURNITURE REMOVALEXISTING KITCHEN POST FINISHES AND EQUIPMENT REMOVALN.T.S.EXISTING BAR AREA POST FINISHES AND EQUIPMENT REMOVALNOTE: IMAGES PROVIDED FOR REFERENCE ONLY OF SOME SELECT CONDITIONS . GC SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK.EXISTING KITCHEN AREA POST FINISHES AND FURNITURE REMOVALEXISTING SMALL PRIVATE DINING AREA POST FINISHES AND FURNITURE REMOVALEXISTING BAR AREA POST FINISHES AND DINING FURNITURE REMOVALhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 3316811575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATION TO ANNEX 2024281721252930262218192327EXISTING BATHROOM WALLS TO BE REMOVED AND REPLACEDEXISTING BATHROOMS - FINISHES TO BE REMOVED AND REPLACEDEXISTING KITCHEN AREA POST FINISHES AND FURNITURE REMOVAL3132A.P.EXISTING INTERIORCONDITIONS FPL GASGASELEC T ELECTELECTELECTELECTCOLLINS AVENUERADIATOR END BUILDING SETBACK BUILDING SETBACKBUILDING SETBACK BUILDING SETBACK BUILDING SETBACK PROPERTY BOUNDARYPROPERTY BOUNDARYPROPERTY BOUNDARY PROPERTY BOUNDARY PROP E R T Y B O U N D A R Y SIGN ON CONCRETE X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGAS GAS GAS GAS E L E C T E L E C T E L E C T E L E C T E L E C T GENERATOR MTU GS200 ON CONCRETE SLAB SEE ELECTRICAL http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXZONING PLAN G.S.A.P. 3/32" = 1'-0" ZONING PLAN A-007 3/32"=1'-0"1 N LOADING AREA LOCATION FOR NEW LIGHT POLE TO BE LOCATED PROPERTY ADDRESS: PARKING REQUIREMENTS, PER SUNNY ISLES CODE OF ORDINANCES, CHAPTER 265, SECTION 46, B BUSINESS & PROFESSIONAL OFFICES: 1 SPACE FOR 300 GFA RESTAURANTS: 1 SPACE PER 150 SQUARE FEET GFA OPEN-AIR SEATING: NO ADDITIONAL OFF-STREET PARKING FOR THE FIRST 200 SF. 1/2 SPACE FOR EACH ADDITIONAL 200 SFOR FRACTION THEREOF. CITY OF SUNNY ISLES BEACH, C/O FINANCE DIRECTOR PROPERTY INFORMATION LEGAL DESCRIPTION: OWNER: PA PRIMARY ZONE: LOT SIZE: MINIMUM LOT SIZE 8000 COMMUNITY FACILITIES SITE DEVELOPMENT STANDARDS MINIMUM LOT WIDTH MAXIMUM HEIGHT FLOOR AREA RATIO (FAR) 23,519 SF S.I.B. GOVERNMENT CENTER. PLAT BOOK 168 PAGE 75, TRACT C, MIAMI DADE PUBLIC RECORDS, FLORIDA 18050 COLLINS AVE, SUNNY ISLES BEACH, FLORIDA 33160 120 FEET 2.0 10,000 SF 75 FEET FRONT: SETBACKS SIDE: SIDE STREET: REAR: 15 FEET PLUS ONE (1) FOOT FOR EACH TWO FEET OF BUILDING HEIGHT OVER 35 FEET UP TO A MAXIMUM OF 50 FEET 15 FEET PLUS ONE FOOT FOR EACH THREE FEET OF BUILDING HEIGHT OVER 35 FEET UP TO A MAXIMUM OF 50 TEN (10) FEET PLUS ONE (1) FOOT FOR EACH TWO FEET OF BUILDING HEIGHT OVER 35 FEET UP TO A MAXIMUM OF 50 FEET 20 FEET FOR EACH THREE (3) FEET OF BUILDING HEIGHT OVER 35 FEET UP TO A MAXIMUM 50. ALONG SUNNY ISLES BOULEVARD, THE FRONT SETBACK IS TEN (10) FEET EXISTING ENCLOSED BUILDING AREA BUILDING INFORMATION 7,952.1 SF PROPOSED ENCLOSED ADDITION AREA 1,360.2 SF TOTAL PROPOSED ENCLOSED BUILDING AREA 9,312.2 SF PROPOSED ENCLOSED OFFICE AREA PROPOSED ENCLOSED RESTAURANT AREA 8,117.2 SF 1,195.0 SF FEMA FLOOD ZONE AE FEMA FLOOD ZONE ELEVATION 7 OCCUPANCY MINIMUM REQUIRED PROVIDED PARKING ANALYSIS FUTURE / LEASABLE AREA OFFICE RESTAURANT, DEDICATED OPEN-AIR SEATING 28 SPACES 8 SPACES 2 SPACES 4 SPACES 2 SPACES 1 SPACE TOTAL 38 SPACES 7 SPACES (2 ADA SPACES) SQUARE FOOTAGE 8,117.2 SF 1,044.0 SF 1,308.1 SF 10,469.3 SF 4'-0"4'-3"4'-0"4'-2"13'-11" 2 0 ' - 2 "2'-3"4'-0"11'-3"91'-11" 6' HIGH HORIZONTAL WOOD PANEL FENCE EXISTING TO REMAIN NEW ADDITION GENERAL NOTES: 1. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. SHADING LEGEND 1 2 3 4 5 6 7 8 9 A B C D E F G H J K L M N8'-0"8'-9"7'-9"9'-10"7'-5"14'-8"2'-10"9'-6"12'-11"5'-0"9'-7"96'-3"7'-2"15'-10"3'-7"3'-11"15'-7"29'-3"28'-2" 109'-2" 5'-8" COLUMN EXISTING TO REMAIN P2 P4 P3 P5 P1 COLUMNEXISTINGTO REMAIN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXLIFE SAFETY PLAN P.L.A.P. AS SHOWN LIFE SAFETY PLAN LS-101 N 1/8"=1'-0"1 LIFE SAFETY NOTES: 1. THE BUILDING SHALL NOT BE OCCUPIED AND SHALL REMAIN CLOSED TO THE PUBLIC UNTIL SUBSTANTIAL COMPLETION IS ACHIEVED. 2. (NFPA1:13.6.1.2) PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED IN SEATING OR OUTDOOR PERFORMANCE AREAS. 3. (NFPA1:13.6.3.2.1) ALL FIRE EXTINGUISHERS PROVIDED WILL BE A MIN 2-A, ONE FIRE EXTINGUISHER SHALL BE PROVIDED FOR EVERY 3,000 SF, WITH A MAXIMUM DISTANCE OF TRAVEL DISTANCE NOT EXCEEDING 75'-0". 4. (NFPA1:13.6.3.1.3.8) TOP OF EXTINGUISHER NOT TO EXCEED 5'-0" ABOVE FLOOR FINISH. 5. FOR FIRE EXTINGUISHER DETAILS, FINAL LOCATION & REQUIRED NUMBER SUBJECT TO AHJ. 6. PORTABLE FIRE EXTINGUISHERS SHALL MEET THE REQUIREMENTS OF MDFD AND NFPA 101. EMERGENCY LIGHTING NOTES: 1. EMERGENCY LIGHTING IN BUSINESS OCCUPANCIES SHALL BE IN ACCORDANCE WITH FBC 2023 1008.3 (EMERGENCY POWER FOR ILLUMINATION). EMERGENCY LIGHTING IS REQUIRED FOR ALL MEANS OF EGRESS: THE FLOORS AND OTHER WALKING SURFACES WITHIN AN EXIT AND WITHIN THE PORTIONS OF THE EXIT ACCESS AND EXIT DISCHARGE DESIGNATED IN SECTION SHALL BE ILLUMINATED TO VALUES OF AT LEAST 1 FOOTCANDLE MEASURED AT THE FLOOR. DURING CONDITIONS OF STAIR USE, THE MINIMUM ILLUMINATION FOR NEW STAIRS SHALL BE AT LEAST 10 FOOT-CANDLE, MEASURED AT THE WALKING SURFACE. IN BUSINESS OCCUPANCIES, THE ILLUMINATION OF THE FLOORS OF EXIT ACCESS SHALL BE AT LEAST 0.2 FOOTCANDLE DURING PERIODS OF PERFORMANCES OR PROJECTIONS INVOLVING DIRECTED LIGHT. 2. EXIT SIGNS: (FBC 2023 SECTION 1013) EXIT SIGNS. EXITS SHALL BE MARKED BY AN APPROVED SIGN READILY VISIBLE FROM ANY DIRECTION OF EXIT ACCESS. EVERY EXIT SIGN SHALL BE SUITABLY ILLUMINATED BY A RELIABLE LIGHT SOURCE. EXTERNALLY AND INTERNALLY ILLUMINATED SIGNS SHALL BE VISIBLE IN BOTH NORMAL AND EMERGENCY LIGHTING. EXCEPTION: MAIN EXTERIOR EXIT DOORS THAT OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS. 3. COORDINATE WITH ELECTRICAL DRAWINGS AS REQUIRED. EGRESS NOTES: 1. ALL EXIT DOORS TO OPERATE WITH PANIC HARDWARE. SEE DOOR SCHEDULE 2.12" MAX. THRESHOLD DIFFERENTIAL AT ALL EXTERIOR DOORS. SHADING LEGEND FLAME SPREAD CLASS REQUIREMENT LOCATION CLASS EXIT CORRIDORS ROOMS B C NOTES: 1. ALL INTERIOR PARTITIONS SHALL HAVE A MINIMUM OF CLASS B FLAME SPREAD AS PER SECTION 803.1.2. OF THE FLORIDA BUILDING CODE 2023. 2. STORAGE CONSTRUCTED ENTIRELY OF WOOD AND OF NONCOMBUSTIBLE MATERIALS SHALL HAVE A MINIMUM OF CLASS B FLAME SPREAD. 3. ALL CARPET SHALL HAVE NOT LESS THAN CLASS B FLAME SPREAD. 4. ALL FINISHES IN BUSINESS AREAS SHALL FOLLOW CHAPTER 38, FFPC 2023 CIRCULATION AREAS / FIXED FURNITURE / RESTROOMS NON-HATCHED = OCCUPANCY CALCULATION PER NFPA 101 TABLE 7.3.1.2 & FBC 2023 TABLE 1004.5 MARK AREA ASSEMBLY/USE AREA PER OCCUPANT OCCUPANCY 001 6,696 SF BUSINESS USE 150 SF BUILDING DATA CONSTRUCTION TYPE: OCCUPANCY GROUP: VB (SPRINKLERED) MAXIMUM EXIT TRAVEL DISTANCE: ALLOWABLE BUILDING HEIGHT AND AREA APPLICABLE CODES: B - BUSINESS F.B.C. 2023 60 FT ALLOWABLE HEIGHT, 3 STORIES, WITH 36,000 SF ALLOWABLE AREA TOTAL BUILDING AREA 9,312.2 SF FIRE RESISTENCE RATING REQUIREMENT FOR BUILDING ELEMENTS 0 hr - STRUCTURAL FRAME 0 hr - BEARING WALLS (EXT) 0 hr - BEARING WALLS (INT) 0 hr - NONBEARING WALLS AND PARITITIONS (INT) 0 hr - FLOOR CONSTRUCTION OCCUPANCY CLASSIFICATION SINGLE LEVEL SPRINKLER OCCUPANCIES TOTAL BUILDING HEIGHT +27'-0" NATIONAL FIRE PROTECTION ASSOCIATION CODES AND STANDARDS 2021 EDITION 300 FT (F.B.C. 2023 TABLE 1017.2) TOTAL EXIT CAPACITY FLOOR LEVEL TOTAL EXITING OCCUPANCY LOAD TOTAL EXIT CAPACITY BUSINESS AREA 1,200 OCCUPANTS45 OCCUPANTS 2,400 OCCUPANTS TABLE 504.3, 504.4 & 506.2 FLORIDA BUILDING CODE 2023 EDITION (8TH EDITION BUSINESS USE SYMBOLS LEGEND P# FURTHEST POINT FROM EXIT EXIT # POINT OF EXIT FROM BLDG. EGRESS FROM AREA AND DIRECTION OF TRAVEL CLEAR WIDTH OF EGRESS COMPONENT TOTAL NUMBER OF OCCUPANTS EXITING MAX. EXIT CAPACITY ALLOWABLE # #FT. CAPACITY EXITINGSIZE EGRESS COMPONENT WALL MOUNTED EXIT SIGN. SHADE DENOTES FACE READ ARROW INDICATES EXIT DIRECT EXTINGUISHER INSTALL TOP OF CABINET AT 42" A.F.F. SUBMIT SHOP DWGS CEILING MOUNTED EXIT SIGN. SHADE DENOTES FACE READ ARROW INDICATES EXIT DIRECT NOTES: TEMPORARY STRUCTURES SHALL BE LOCATED IN ACCORDANCE WITH THE REQUIREMENTS OF TABLE 602 BASED ON THE FIRE-RESISTANCE RATING OF THE EXTERIOR WALLS FOR THE PROPOSED TYPE OF CONSTRUCTION. GENERAL NOTES: 1. A PERMIT APPLICATION AND CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED FOR EACH INSTALLATION OF A TEMPORARY STRUCTURE. THE CONSTRUCTION DOCUMENTS SHALL INCLUDE A SITE PLAN INDICATING THE LOCATION OF THE TEMPORARY STRUCTURE AND INFORMATION DELINEATING THE MEANS OF EGRESS AND THE OCCUPANT LOAD. 2. ALL PENETRATIONS THROUGH ANY FIRE RATED WALL OR CEILING ASSEMBLY SHALL BE PROTECTED BY A UL APPROVED THROUGH PENETRATION FIRE STOP SYSTEM TO ACHIEVE THE SAME FIRE RATING OF THE BUILDING ELEMENT BEING PENETRATED. 3. EXISTING FIRE RATINGS NOT SHOWN 4. INTERIOR FINISH DIMENSIONS OF TRAILER MAY VARY DEPENDING ON MANUFACTURER SPECIFICATIONS. 5. G.C.TO COORDINATE REQUIRED DISTANCES AND DIMENSIONS FOR NEW FLOORING. 6. G.G. TO SUBMIT PRODUCT SPECIFICATIONS, DATA AND SAMPLES FOR APPROVAL PRIOR TO ORDER AND INSTALLATION. 7. ALL CARPET SHALL HAVE NOT LESS THAN CLASS B FLAME SPREAD. 8. INTERIOR FINISHES FOR WALLS, CEILINGS, AND FLOORS SHALL COMPLY WITH REQUIREMENT FOR FBC 2023 CHAPTER 8 INTERIOR FINISHES. ROOM NAME WORK AREA CIRCULATION AND RESTROOM PLUMBING FIXTURE MINIMUM REQUIREMENTS OCCUPANCY CLASSIFICATION WATER CLOSET LAVATORIES BATHTUBS/ SHOWERS DRINKING FOUNTAIN (SEE SECTION 410)OTHER MALE FEMALE UNISEX MALE FEMALE UNISEX BUSINESS 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 1 PER 40 FOR THE FIRST 80 AND 1 PER SO FOR THE REMAINDER EXCEEDING 80 -1 PER 100 1 SERVICE SINK REQUIRED TOTAL: 45 OCCUPANTS / 2 = 22.5 MALE AND 22.5 FEMALE 1 1 0 1 1 0 -SEE NOTE #3 1 SERVICE SINK PROVIDED 1 1 1 1 1 1 -2 1 SERVICE SINK ASSEMBLY 1 per 75 1 per 200 -1 per 500 1 SERVICE SINK REQUIRED 1 1 0 1 1 0 -1 1 PROVIDED 1 1 0 1 1 0 -0 1 NOTES: 1. FBC 2023 PLUMBING - SECTION 403 2. FBC 2023 PLUMBING - SECTION 403.1 3. DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR AN OCCUPANT LOAD OF 15 OR FEWER. - FBC 2023 PLUMBING (SECTION 410.2) 4. SEPARATE FACILITIES SHALL NOT BE REQUIRED IN STRUCTURES OR TENANT SPACES WITH A TOTAL OCCUPANT LOAD, INCLUDING BOTH EMPLOYEES AND CUSTOMERS, OF 15 OR FEWER. - FBC 2023 PLUMBING (SECTION 403.2) 5. SEPARATE FACILITIES SHALL NOT BE REQUIRED IN BUSINESS OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT LOAD IS 25 OR FEWER. - FBC 2023 PLUMBING (SECTION 403.2) FIRE RESISTENCE RATING REQUIREMENT FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE PER F.B.C. 2023 TABLE 705.5 X ≥ 30 OCCUPANCY GROUP B = 0 HOUR CAPACITY EXITINGSIZE 480 186'-0" (2) 36" DOOR 3 CAPACITY EXITINGSIZE 240 93'-0" (1) 36" DOOR 1 002 CAFE TOTAL 8,323 SF -- 003 STORAGE 004 RESTROOM/ CIRCULATION STORAGE USE 150 SF -- 45 - 1 45 STORAGE USE ASSEMBLY (UNCONCENTRATED) FE FE FE FE 978 SF 126 SF 523 SF KEY PLAN N 1/32"=1'-0"2 15 NET 66ASSEMBLY UNCONCENTRATED USE CAPACITY EXITINGSIZE 240 93'-0" (1) 36" DOOR 2 WATER HEATER ROOM ELECTRICAL ROOM 113 SQFT 030 PLAN EXAMINERSTRUCTURE 116 SQFT 031 COORDINATORPLAN 128 SQFT 022 ROOMMEETING 122 SQFT 033 SUPERVISORBUSINESS CENTER 378 SQFT 034 ADMINISTRATORBUSINESS CENTER 78 SQFT 035 STORAGE 48 SQFT 029 IT ROOM 044 / LOBBYENTRANCE 646 SQFT 043 WAITING AREA 156 SQFT 001 OR DIRECTORBUILDING OFFICIAL 184 SQFT 017 ROOMCONFERENCE EGRESS LIBRARY / FILES (FLOOR TO CEILING HEIGHT) 133 SQFT 004 BUILDING OFFICIALASSISTANT 1,024 SQFT 42 SQFT 041 CLOSETJANITOR FUTURE/ LEASEABLE AREA 121 SQFT 010 INSPECTORCHIEF ELECTRICAL 159 SQFT 002 MANAGERBUILDING DEPT. 121 SQFT 009 INSPECTORCHIEF MECHANICAL 33 SQFT 036 CLOSETJANITOR 120 SQFT 007 INSPECTORCHIEF BUILDING 121 SQFT 008 INSPECTORCHIEF PLUMBING EGRESS 401 SQFT 003 BREAKROOM 69 SQFT 037 RESTROOMWOMEN'SCALL CENTER 011 181 SQFT 101 SQFT 032 SUPERVISORPERMIT EGRESS BUILT-IN SHELF 62 SQFT 042 RESTROOMUNISEX 49 SQFT 040 RESTROOMMEN'S 65 SQFT 005 ADMIN 65 SQFT 006 ADMIN 116 SQFT 012 INSPECTORSR. BUILDING 81 SQFT 015 INSPECTORSR. PLUMBING 81 SQFT 019 INSPECTORMECHANICAL 81 SQFT 020 INSPECTORSR. ELECTRICAL 81 SQFT 023 INSPECTOR 81 SQFT 016 INSPECTORPLUMBING 81 SQFT 021 INSPECTORELECTRICAL 81 SQFT 018 INSPECTORSR. MECHANICAL 116 SQFT 014 ADMINISTRATORFLOOD PLAIN 116 SQFT 013 INSPECTORBUILDING 81 SQFT 026 INSPECTOR 81 SQFT 027 INSPECTOR 81 SQFT 028 PLAN EXAMINERSR. BUILDING 81 SQFT 024 INSPECTOR 81 SQFT 025 PLAN EXAMINERSR.BUILDING (INCLUDING LEASABLE SPACE) 108'-8" FROM P1 TO EXIT 1 64'-0" FROM P2 TO EXIT 3 62'-7" FROM P4 TO EXIT 3 71'-2" FROM P5 TO EXIT 2 FE FE FE FE 69 SQFT 039 RESTROOMWOMEN'S 69 SQFT 038 RESTROOMMEN'S CAPACITY EXITINGSIZE 480 226'-0" (2) 36" DOOR 4 CAPACITY EXITINGSIZE 480 226'-0" (2) 36" DOOR 5 CAPACITY EXITINGSIZE 240 93'-0" (1) 36" DOOR 7 91'-3" FROM P3 TO EXIT 3 F.B.C. 2023 TABLE 601 FBC TABLE 508.4 REQUIRED SEPARATION OF OCCUPANTS ASSEMBLY BUSINESS FUTURE LEASEABLE AREA (NOT IN SCOPE) BUILDING DEPARTMENT SPRINKLED BUILDING 1 HOUR TOTAL ASSEMBLY 1,200 OCCUPANTS66 OCCUPANTS 111 OCCUPANTS CAPACITY EXITINGSIZE 240 223'-0" (1) 36" DOOR 6 1-HR. FIRE RATED STRUCTURE 002 003 004 CEILING MOUNTED EXIT SIGN. SHADE DENOTES FACE READ WALL MOUNTED EXIT SIGN SHADE DENOTES FACE READ 0011 HR1 HR1 HR 1 HR1 HR1 HR045 046047 COLLINS AVENUE 1-STORY CBS #18050FFE = 7.80'CONCRETEDRIVEWAYCONCRETEDRIVEWAYGROUND0.5' CURB(TYPICAL)BRICKDRIVEWAYBRICKBRICKSIDEWALKBRICKSIDEWALKGROUNDGROUNDASPHALTPAVEMENT2'C&G(TYPICAL)BRICKSIDEWALKBRICKCONCRETESLABGROUNDGROUNDS86° 52' 22.53"W 140.00'S03° 07' 37.47"E14.43'S86° 52' 22.53"W 250.00'P-02P-03P-04P-05P-06P-07P-08P-09P-10P-11P-12P-14P-15P-13P-16P-17P-18P-19P-20P-21P-22P-23P-24P-25P-26T-32T-33T-34T-35T-38CB-03CB-06CB-05CB-04CB-07CB-0850.62'10.00'3.56'12.25'22.68'1.00'1.00'69.50'ASPHALTPAVEMENTCANVASAWNING8.50'44.45'7.25'24.36'4.21'1.00'79.70'S02° 58' 42.53"W 108.50 'CONCRETESLAB100' TOTAL RIGHT OF W A Y S.I.B. GOVERNMENT CENTERPLAT BOOK 165 PAGE 75TRACT CMIAMI DADE PUBLIC RECORDSSUNNY ISLES SHORESPLAT BOOK 64 PAGE 74PARCEL 1S.I.B. GOVERNMENT CENTERPLAT BOOK 165 PAGE 75TRACT DGROUNDGROUNDGROUNDGROUNDCONCRETESLABCANVASAWNING14'-10" 18'-1"25'-1"2'C&GEOP33'-8"4'-10"18'-1"46'-7"73'-10"12'-9"23'-11"1.75'8'-1"6'-2"4'-9"79'-11"CANVASAWNINGDEMOLITION SITE PLANAD-100P.L.1/8" = 1'-0"DEMOLITION FLOOR PLAN11/8"=1'-0"N48 HOURS BEFORE YOU DIGCALL SUNSHINE1-800-432-4770IT'S THE LAW IN FLORIDADEMOLITION LEGENDEXISTING CONDITIONS TO REMAINPARTITION TO BE DEMOLISHEDEXISTING TO BE DEMOLISHEDEXISTING TO REMAINGENERAL DEMOLITION NOTES1. BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTORSHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS ANDSPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK.2. THE CONTRACTOR SHALL ENGINEER, CONSTRUCT ANDMAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED.3. UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALLBE CLEANED OF ALL DEBRIS AND PREPARED FOR NEWCONSTRUCTION.4. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORTTO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLICAND WORKERS, ALSO THE PROTECTION OF PROPERTYTHROUGHOUT CONSTRUCTION. ALL WORK SHALL BEPERFORMED IN ACCORDANCE WITH OSHA STANDARDS, ASAPPLICABLE.5. AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, THECONTRACTOR SHALL MAINTAIN ENTRANCE AND EXIT ACCESSTO ALL FACILITIES AFFECTED BY THE CONSTRUCTION.6. COORDINATE WITH OWNER ALL BARRIERS FOR SECURITY,SAFETY AND PROTECTION, ALL WORK HOURS AND LOCATION OFDUMPSTER.7. ALL DISPOSAL OF EXCESS DEMOLITION, RUBBISH AND DEBRISSHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT ALEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR.MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITEDON ADJACENT AND/OR NEARBY PROPERTY.8. COORDINATE WITH ARCHITECTURE & ENGINEERINGCONSTRUCTION DRAWINGS AS REQUIRED FOR DEMOLITIONPURPOSES.9. COORDINATE WITH OWNER AND/OR UTILITY COMPANY FOREQUIPMENT RELOCATION/REMOVAL IMPACTING AREAS OUTSIDETHE LIMITS OF CONSTRUCTION.10. ALL MATERIALS TO BE REMOVED DURING DEMOLITION ANDREUSED LATER IN CONSTRUCTION; IS TO BE PROTECTED ANDRESTORED TO STANDARD ACCEPTABLE TO OWNER PRIORRE-INSTALLATION.11. ALL EXISTING CERAMIC FLOOR, WALL TILE, CARPET AND BASETO BE REMOVED THROUGHOUT THE SPACE.12. COORDINATE AREAS OF DEMOLITION BETWEEN ALL DEMOLITIONDRAWINGS.13. THE CONTRACTOR SHALL FIELD VERIFY ALL BUILDING SYSTEMS,STRUCTURE AND EXISTING CONDITIONS.14. GC TO COORDINATE REMOVAL AND /OR DISCONNECTION OF ALLCOMMUNICATION AND SECURITY DEVICES WITH SERVICEPROVIDER PRIOR TO COMMENCEMENT OF WORK.STRUCTURAL DEMOLITION NOTES15. ALL STRUCTURAL STEEL, FRAMING, ETC. WITHIN THEDESIGNATED DEMOLITION AREA SHALL BE DEMOLISHEDACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHINFOOTPRINT TO BE COORDINATED WITH THESE DRAWINGS ANDANY DISCREPANCIES SHALL BE REPORTED TO THEARCHITECT/ENGINEER.16. THE CONTRACTOR SHALL LIMIT THE ACCUMULATION OF DEBRISTO A MAXIMUM LOADING OF 100 P.S.F.17. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TODAMAGE OR ALTER ANY EXISTING ELEMENTS TO REMAIN. THEARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVEREDDURING DEMOLITION.ELECTRICAL DEMOLITION NOTES18. COORDINATE W/ CITY PUBLIC WORKS DEPARTMENTS ASREQUIRED FOR DEMOLITION PURPOSES.19. THE ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREMECAUTION TO DISCONNECT ALL ELECTRICAL SERVICE PRIOR TOANY DEMOLITION WORK.20. CONTACT FLORIDA POWER & LIGHT PRIOR TO DISCONNECT OFELECTRICAL SERVICE.21. CONTACT TELECOMMUNICATIONS PROVIDER PRIOR TODISCONNECT OF TELEPHONE SERVICE.22. ALL WORK SHALL BE COORDINATED WITH DEMOLITIONCONTRACTOR.23. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TODEMOLITION WORK TO DETERMINE THE SCOPE OF WORK.24. ARCHITECT'S DEMOLITION DRAWINGS ARE TO BE CAREFULLYSTUDIED AND ANY CONFLICTS WITH THE EXISTING ELECTRICALSYSTEM THAT MAY BE ANTICIPATED MUST BE BROUGHT TO THEARCHITECT'S ATTENTION.25. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT, LIGHTING ANDOTHER DEVICES THAT ARE SCHEDULED TO BE REMOVED SHALLBE DISCONNECTED AT THE ELECTRICAL PANEL.NOTES26. INTERIOR WALL TO BE DEMOLISHED27. DOOR TO BE DEMOLISHED28. BOLLARD TO BE DEMOLISHED29. EXISTING WALL TO REMAIN30. COLUMN TO REMAIN31. COLUMN TO BE REMOVED AND REPLACED32. EXISTING WALL TO BE DEMOLISHED33. DRAIN PIPE TO REMAIN34. FENCE AND GATE TO REMOVED AND REPLACED35. PERIMETER WALL TO REMAIN36. WINDOW TO REMAIN37. WINDOW TO BE DEMOLISHED38. FLOOR DRAIN TO REMAIN39. ALL INTERIOR WALL CLADDING AND FINISH COVERING TO BEDEMOLISHED DOWN TO STRUCTURE AND GC TO VERIFY THATTHE ENCLOSURE IS NOT A STRUCTURE.40. CEILING FRAMING STRUCTURE TO BE DEMOLISHED41. EXISTING CEILING TO BE DEMOLISHED42. LIGHTING FIXTURES TO BE DEMOLISHED43. GC SHALL FIELD VERIFY THAT ALL DEMOLITION WASCOMPLETED IN ACCORDANCE TO THE CONSTRUCTIONDOCUMENTS.TREE TO BEREMOVEDhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXA.P.TREE TO BEREMOVEDTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINTREE TOREMAINSEE SHEET AD-101FOR INFORMATIONEXISTING BRICKSIDEWALK TO REMAINPARKING STRIPINGTO BE REPAINTEDSTREET STRIPINGTO BEREMOVED/GRINDED ASPHALT PAVEMENT TOBE DEMOLISHED SEECIVILEXISTING CONCRETETO BE DEMOLISHEDNOT IN SCOPENOT IN SCOPEEXISTING BRICKTO REMAINLIGHTING POLE TOBE REMOVEDTREE TOREMAINSEE CIVIL DWGSFOR ADDITIONALWORKCOORDINATE GASLINE RELOCATIONWITH GASCOMPANYEXISTING CONCRETETO BE DEMOLISHEDCURB TO BEDEMOLISHEDEXISTING CONCRETETO BE DEMOLISHEDEXISTING CANOPYTO BE DEMOLISHEDEXISTING CANOPYTO BE DEMOLISHEDEXISTING SIGN ONCONCRETE TO RENOVATEDNEW WOOD CLADDING ANDNUMBERSSEE NOTE #32 1'-6"3'-6"8'-4"123456789ABCDEFHIJKLMN8'-0"8'-9"7'-9"8'-1"7'-5"14'-8"2'-10"9'-6"13'-3"4'-8"9'-7" 96'-3"7'-2"14'-6"4'-10"3'-11"15'-7"29'-3"28'-2"101'-11"5'-8"1'-9" 3'-11"18'-7"6'-2"51'-0"30'-8"4'-0"8'-0"8'-4"4'-5"22'-2"DEMOLITION FLOOR PLANAD-101P.L.3/16" = 1'-0"DEMOLITION FLOOR PLAN13/16"=1'-0"NTOILET FIXTURES, SINKS, MIRRORS,HANDRAILS, PARTITION WALLS,DOORS AND ACCESSORIES TO BEDEMOLISHED EXCEPT WATER LINE,SEWER LINE AND PLUMBING LINETO REMAINSEE NOTE #2648 HOURS BEFORE YOU DIGCALL SUNSHINE1-800-432-4770IT'S THE LAW IN FLORIDADEMOLITION LEGENDEXISTING CONDITIONS TO REMAINPARTITION TO BE DEMOLISHEDEXISTING TO BE DEMOLISHEDEXISTING TO REMAINGENERAL DEMOLITION NOTES1. BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTORSHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS ANDSPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK.2. THE CONTRACTOR SHALL ENGINEER, CONSTRUCT ANDMAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED.3. UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALLBE CLEANED OF ALL DEBRIS AND PREPARED FOR NEWCONSTRUCTION.4. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORTTO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLICAND WORKERS, ALSO THE PROTECTION OF PROPERTYTHROUGHOUT CONSTRUCTION. ALL WORK SHALL BEPERFORMED IN ACCORDANCE WITH OSHA STANDARDS, ASAPPLICABLE.5. AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, THECONTRACTOR SHALL MAINTAIN ENTRANCE AND EXIT ACCESSTO ALL FACILITIES AFFECTED BY THE CONSTRUCTION.6. COORDINATE WITH OWNER ALL BARRIERS FOR SECURITY,SAFETY AND PROTECTION, ALL WORK HOURS AND LOCATION OFDUMPSTER.7. ALL DISPOSAL OF EXCESS DEMOLITION, RUBBISH AND DEBRISSHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT ALEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR.MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITEDON ADJACENT AND/OR NEARBY PROPERTY.8. COORDINATE WITH ARCHITECTURE & ENGINEERINGCONSTRUCTION DRAWINGS AS REQUIRED FOR DEMOLITIONPURPOSES.9. COORDINATE WITH OWNER AND/OR UTILITY COMPANY FOREQUIPMENT RELOCATION/REMOVAL IMPACTING AREAS OUTSIDETHE LIMITS OF CONSTRUCTION.10. ALL MATERIALS TO BE REMOVED DURING DEMOLITION ANDREUSED LATER IN CONSTRUCTION; IS TO BE PROTECTED ANDRESTORED TO STANDARD ACCEPTABLE TO OWNER PRIORRE-INSTALLATION.11. ALL EXISTING CERAMIC FLOOR, WALL TILE, CARPET AND BASETO BE REMOVED THROUGHOUT THE SPACE.12. COORDINATE AREAS OF DEMOLITION BETWEEN ALL DEMOLITIONDRAWINGS.13. THE CONTRACTOR SHALL FIELD VERIFY ALL BUILDING SYSTEMS,STRUCTURE AND EXISTING CONDITIONS.14. GC TO COORDINATE REMOVAL AND /OR DISCONNECTION OF ALLCOMMUNICATION AND SECURITY DEVICES WITH SERVICEPROVIDER PRIOR TO COMMENCEMENT OF WORK.STRUCTURAL DEMOLITION NOTES15. ALL STRUCTURAL STEEL, FRAMING, ETC. WITHIN THEDESIGNATED DEMOLITION AREA SHALL BE DEMOLISHEDACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHINFOOTPRINT TO BE COORDINATED WITH THESE DRAWINGS ANDANY DISCREPANCIES SHALL BE REPORTED TO THEARCHITECT/ENGINEER.16. THE CONTRACTOR SHALL LIMIT THE ACCUMULATION OF DEBRISTO A MAXIMUM LOADING OF 100 P.S.F.17. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TODAMAGE OR ALTER ANY EXISTING ELEMENTS TO REMAIN. THEARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVEREDDURING DEMOLITION.ELECTRICAL DEMOLITION NOTES18. COORDINATE W/ CITY PUBLIC WORKS DEPARTMENTS ASREQUIRED FOR DEMOLITION PURPOSES.19. THE ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREMECAUTION TO DISCONNECT ALL ELECTRICAL SERVICE PRIOR TOANY DEMOLITION WORK.20. CONTACT FLORIDA POWER & LIGHT PRIOR TO DISCONNECT OFELECTRICAL SERVICE.21. CONTACT TELECOMMUNICATIONS PROVIDER PRIOR TODISCONNECT OF TELEPHONE SERVICE.22. ALL WORK SHALL BE COORDINATED WITH DEMOLITIONCONTRACTOR.23. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TODEMOLITION WORK TO DETERMINE THE SCOPE OF WORK.24. ARCHITECT'S DEMOLITION DRAWINGS ARE TO BE CAREFULLYSTUDIED AND ANY CONFLICTS WITH THE EXISTING ELECTRICALSYSTEM THAT MAY BE ANTICIPATED MUST BE BROUGHT TO THEARCHITECT'S ATTENTION.25. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT, LIGHTING ANDOTHER DEVICES THAT ARE SCHEDULED TO BE REMOVED SHALLBE DISCONNECTED AT THE ELECTRICAL PANEL.NOTES26. INTERIOR WALL TO BE DEMOLISHED27. DOOR TO BE DEMOLISHED28. BOLLARD TO BE DEMOLISHED29. EXISTING WALL TO REMAIN30. COLUMN TO REMAIN31. COLUMN TO BE REMOVED AND REPLACED32. EXISTING WALL TO BE DEMOLISHED33. DRAIN PIPE TO REMAIN34. FENCE AND GATE TO REMOVED AND REPLACED35. PERIMETER WALL TO REMAIN36. WINDOW TO REMAIN37. WINDOW TO BE DEMOLISHED38. FLOOR DRAIN TO REMAIN39. ALL INTERIOR WALL CLADDING AND FINISH COVERING TO BEDEMOLISHED DOWN TO STRUCTURE AND GC TO VERIFY THATTHE ENCLOSURE IS NOT A STRUCTURE.40. CEILING FRAMING STRUCTURE TO BE DEMOLISHED41. EXISTING CEILING TO BE DEMOLISHED42. LIGHTING FIXTURES TO BE DEMOLISHED43. GC SHALL FIELD VERIFY THAT ALL DEMOLITION WASCOMPLETED IN ACCORDANCE TO THE CONSTRUCTIONDOCUMENTS.SEE NOTE #26SEE NOTE #26SEE NOTE #26SEE NOTE #26SEE NOTE #26SEENOTE #26SEE NOTE #27SEE NOTE #27SEE NOTE #27SEE NOTE #27SEE NOTE #27SEE NOTE #27SEE NOTE #27SEE NOTE #27SEE NOTE #27SEE NOTE #27SEE NOTE #27SEE NOTE #27SEE NOTE #27SEE NOTE #27SEE NOTE #26SEE NOTE #26SEE NOTE #28SEE NOTE #28SEE NOTE #28SEE NOTE #28SEE NOTE #28SEE NOTE #28SEE NOTE #28SEE NOTE #29AND NOTE #39SEE NOTE #29SEE NOTE #29SEE NOTE #29SEE NOTE #29AND NOTE #39SEE NOTE #29AND NOTE #39SEE NOTE #29AND NOTE #39SEE NOTE #29SEE NOTE #29AND NOTE #39SEE NOTE #29AND NOTE #39SEE NOTE #29AND NOTE #39SEE NOTE #29AND NOTE #39EXISTINGSTRUCTUREWALL TO REMAINSEE NOTE #29SEE NOTE #29SEE NOTE #29SEE NOTE #30SEE NOTE #30SEE NOTE #30SEE NOTE #30SEE NOTE #30SEENOTE #30SEE NOTE #30AND NOTE #39SEE NOTE #30AND NOTE #39SEE NOTE #30SEE NOTE #31SEE NOTE #31SEE NOTE #32SEE NOTE #32SEE NOTE #32SEE NOTE #32SEE NOTE #32SEE NOTE #32SEE NOTE #32SEE NOTE #32SEE NOTE #32PARTIAL WALL TO BE DEMOLISHEDAND NEW OPENING FOR WINDOW(SEE SCHEDULE)SEE NOTE #33SEE NOTE #33SEE NOTE#33SEE NOTE #33SEE NOTE #33SEE NOTE #33SEE NOTE #33SEE NOTE #34SEE NOTE #34SEE NOTE #35SEE NOTE #35SEE NOTE #36SEE NOTE #36SEE NOTE #36SEE NOTE #36SEE NOTE #36SEE NOTE #36SEE NOTE #36SEE NOTE #37SEE NOTE #37SEE NOTE #37SEE NOTE #37SEENOTE #38SEENOTE #38SEENOTE #38SEENOTE #28SEE NOTE #29AND NOTE #39SEE NOTE #29AND NOTE #39SEE NOTE #29AND NOTE #39SEE NOTE #29AND NOTE #39SEE NOTE #29AND NOTE #39SEE NOTE #29AND NOTE #39http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 3316811575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXA.P.SEE NOTE #30AND NOTE #39SEE NOTE #30AND NOTE #39SEE NOTE #30AND NOTE #39SEE NOTE #30AND NOTE #39SEE NOTE #30SEE NOTE #30SEE NOTE #30 51'-0"30'-8"18'-7"1 2 3 4 5 6 7 8 9 A B C D E F H I J K L M N8'-0"8'-9"7'-9"8'-1"7'-5"14'-8"2'-10"9'-6"13'-3"4'-8"9'-7"96'-3"7'-2"14'-6"4'-10"3'-11"15'-7"29'-3"28'-2" 101'-11" 5'-8"1'-9"DEMOLITION REFLECTIVE CEILING PLAN AD-102 P.L. 3/16" = 1'-0" DEMOLITION REFLECTIVE CEILING PLAN13/16"=1'-0" N ACOUSTIC CEILING AND LIGHTING FIXTURES TO BE DEMOLISHED EXCEPT WATER LINE, SEWER LINE AND PLUMBING LINE TO REMAIN (SEE MEP DRAWINGS) SEE NOTE #26 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 IT'S THE LAW IN FLORIDA DEMOLITION LEGEND EXISTING CONDITIONS TO REMAIN PARTITION TO BE DEMOLISHED EXISTING TO BE DEMOLISHED EXISTING TO REMAIN GENERAL DEMOLITION NOTES 1. BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. 2. THE CONTRACTOR SHALL ENGINEER, CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. 3. UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALL BE CLEANED OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. 4. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLIC AND WORKERS, ALSO THE PROTECTION OF PROPERTY THROUGHOUT CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA STANDARDS, AS APPLICABLE. 5. AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN ENTRANCE AND EXIT ACCESS TO ALL FACILITIES AFFECTED BY THE CONSTRUCTION. 6. COORDINATE WITH OWNER ALL BARRIERS FOR SECURITY, SAFETY AND PROTECTION, ALL WORK HOURS AND LOCATION OF DUMPSTER. 7. ALL DISPOSAL OF EXCESS DEMOLITION, RUBBISH AND DEBRIS SHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT A LEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR. MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITED ON ADJACENT AND/OR NEARBY PROPERTY. 8. COORDINATE WITH ARCHITECTURE & ENGINEERING CONSTRUCTION DRAWINGS AS REQUIRED FOR DEMOLITION PURPOSES. 9. COORDINATE WITH OWNER AND/OR UTILITY COMPANY FOR EQUIPMENT RELOCATION/REMOVAL IMPACTING AREAS OUTSIDE THE LIMITS OF CONSTRUCTION. 10. ALL MATERIALS TO BE REMOVED DURING DEMOLITION AND REUSED LATER IN CONSTRUCTION; IS TO BE PROTECTED AND RESTORED TO STANDARD ACCEPTABLE TO OWNER PRIOR RE-INSTALLATION. 11. ALL EXISTING CERAMIC FLOOR, WALL TILE, CARPET AND BASE TO BE REMOVED THROUGHOUT THE SPACE. 12. COORDINATE AREAS OF DEMOLITION BETWEEN ALL DEMOLITION DRAWINGS. 13. THE CONTRACTOR SHALL FIELD VERIFY ALL BUILDING SYSTEMS, STRUCTURE AND EXISTING CONDITIONS. 14. GC TO COORDINATE REMOVAL AND /OR DISCONNECTION OF ALL COMMUNICATION AND SECURITY DEVICES WITH SERVICE PROVIDER PRIOR TO COMMENCEMENT OF WORK. STRUCTURAL DEMOLITION NOTES 15. ALL STRUCTURAL STEEL, FRAMING, ETC. WITHIN THE DESIGNATED DEMOLITION AREA SHALL BE DEMOLISHED ACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHIN FOOTPRINT TO BE COORDINATED WITH THESE DRAWINGS AND ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT/ENGINEER. 16. THE CONTRACTOR SHALL LIMIT THE ACCUMULATION OF DEBRIS TO A MAXIMUM LOADING OF 100 P.S.F. 17. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR ALTER ANY EXISTING ELEMENTS TO REMAIN. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVERED DURING DEMOLITION. ELECTRICAL DEMOLITION NOTES 18. COORDINATE W/ CITY PUBLIC WORKS DEPARTMENTS AS REQUIRED FOR DEMOLITION PURPOSES. 19. THE ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO DISCONNECT ALL ELECTRICAL SERVICE PRIOR TO ANY DEMOLITION WORK. 20. CONTACT FLORIDA POWER & LIGHT PRIOR TO DISCONNECT OF ELECTRICAL SERVICE. 21. CONTACT TELECOMMUNICATIONS PROVIDER PRIOR TO DISCONNECT OF TELEPHONE SERVICE. 22. ALL WORK SHALL BE COORDINATED WITH DEMOLITION CONTRACTOR. 23. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO DEMOLITION WORK TO DETERMINE THE SCOPE OF WORK. 24. ARCHITECT'S DEMOLITION DRAWINGS ARE TO BE CAREFULLY STUDIED AND ANY CONFLICTS WITH THE EXISTING ELECTRICAL SYSTEM THAT MAY BE ANTICIPATED MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION. 25. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT, LIGHTING AND OTHER DEVICES THAT ARE SCHEDULED TO BE REMOVED SHALL BE DISCONNECTED AT THE ELECTRICAL PANEL. NOTES 26. INTERIOR WALL TO BE DEMOLISHED 27. DOOR TO BE DEMOLISHED 28. BOLLARD TO BE DEMOLISHED 29. EXISTING WALL TO REMAIN 30. COLUMN TO REMAIN 31. COLUMN TO BE REMOVED AND REPLACED 32. EXISTING WALL TO BE DEMOLISHED 33. DRAIN PIPE TO REMAIN 34. FENCE AND GATE TO REMOVED AND REPLACED 35. PERIMETER WALL TO REMAIN 36. WINDOW TO REMAIN 37. WINDOW TO BE DEMOLISHED 38. FLOOR DRAIN TO REMAIN 39. ALL INTERIOR WALL CLADDING AND FINISH COVERING TO BE DEMOLISHED DOWN TO STRUCTURE AND GC TO VERIFY THAT THE ENCLOSURE IS NOT A STRUCTURE. 40. CEILING FRAMING STRUCTURE TO BE DEMOLISHED 41. EXISTING CEILING TO BE DEMOLISHED 42. LIGHTING FIXTURES TO BE DEMOLISHED 43. GC SHALL FIELD VERIFY THAT ALL DEMOLITION WAS COMPLETED IN ACCORDANCE TO THE CONSTRUCTION DOCUMENTS. SEE NOTE #26 SEE NOTE #26 SEE NOTE #26 SEE NOTE #26 SEE NOTE #26SEE NOTE #26 SEE NOTE #26 SEE NOTE #26 SEE NOTE #28 SEE NOTE #28 SEE NOTE #28 SEE NOTE #28 SEE NOTE #28 SEE NOTE #28 SEE NOTE #28 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 SEE NOTE #29 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39SEE NOTE #29 AND NOTE #39 SEE NOTE #29 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #39EXISTING STRUCTURE WALL TO REMAIN SEE NOTE #29 SEE NOTE #30 SEE NOTE #30 SEE NOTE #30 SEE NOTE #30 SEE NOTE #30SEE NOTE #30 AND NOTE #39 SEE NOTE #30 SEE NOTE #30 AND NOTE #39 SEE NOTE #30 AND NOTE #39 SEE NOTE #30 AND NOTE #39 SEE NOTE #30 AND NOTE #39 SEE NOTE #30 AND NOTE #39 SEE NOTE #30 SEE NOTE #31 SEE NOTE #31 SEE NOTE #32 SEE NOTE #32 SEE NOTE #32 SEE NOTE #32 SEE NOTE #32 SEE NOTE #32 SEE NOTE #32 SEE NOTE #26 SEE NOTE #33 SEE NOTE #33 SEE NOTE #33 SEE NOTE #33 SEE NOTE #33 SEE NOTE #33 SEE NOTE #33 SEE NOTE #34 SEE NOTE #34 SEE NOTE #10 SEE NOTE #35 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXA.P. SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #29 AND NOTE #39 SEE NOTE #40 SEE NOTE #40 SEE NOTE #40 EXISTING STRUCTURE WALL TO REMAIN SEE NOTE #41 AND NOTE #42 MECHANICAL DUCT WORK TO BE DEMOLISH SEE MECHANICAL FOR DETAILS MECHANICAL DUCT WORK TO BE DEMOLISH SEE MECHANICAL FOR DETAILS MECHANICAL DUCT WORK TO BE DEMOLISH SEE MECHANICAL FOR DETAILS MECHANICAL DUCT WORK TO BE DEMOLISH SEE MECHANICAL FOR DETAILS MECHANICAL DUCT WORK TO BE DEMOLISH SEE MECHANICAL FOR DETAILS MECHANICAL DUCT WORK TO BE DEMOLISH SEE MECHANICAL FOR DETAILS EXTERIOR CANOPY TO REMAIN (NOT IN SCOPE) SEE NOTE #30 SEE NOTE #30 SEE NOTE #29 SEE NOTE #32 123456789ABCDEFHIJKLMN8'-0"8'-9"7'-9"8'-1"7'-5"14'-8"2'-10"9'-6"13'-3"4'-8"9'-7" 96'-3"7'-2"14'-6"4'-10"3'-11"15'-7"29'-3"28'-2"101'-11"5'-8"1'-9"DEMOLITION ROOF PLANAD-103P.L.3/16" = 1'-0"DEMOLITION ROOF PLAN13/16"=1'-0"Nhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 3316811575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © APRIL 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011DEMOLITION SETA.P.BUILDING DEPARTMENT RELOCATION TO ANNEX - DEMOLITION PACKAGEEXISTING CONDENSER TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILSSEE NOTE #30SEE NOTE #30SEE NOTE #30SEE NOTE #30SEE NOTE #5EXISTING ROOFINGSTRUCTURE TO REMAINEXISTING ROOFING MEMBRANE TOBE REMOVED ONLY EXISTINGROOFING STRUCTURE TO REMAINEXISTING ROOFINGSTRUCTURE TO REMAINEXISTING ROOFINGSTRUCTURE TO REMAINEXISTING ROOFINGSTRUCTURE TO REMAINEXISTING ROOFINGSTRUCTURE TO REMAINEXISTING CONDENSER TOBE DEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING CONDENSER TOBE DEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING CONDENSER TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING CONDENSER TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING ROOF CANOPYTO REMAIN (NOT IN SCOPE)EXISTING ROOFINGSTRUCTURE TO REMAIN48 HOURS BEFORE YOU DIGCALL SUNSHINE1-800-432-4770IT'S THE LAW IN FLORIDADEMOLITION LEGENDEXISTING CONDITIONS TO REMAINPARTITION TO BE DEMOLISHEDEXISTING TO BE DEMOLISHEDEXISTING TO REMAINGENERAL DEMOLITION NOTES1. BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTORSHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS ANDSPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK.2. THE CONTRACTOR SHALL ENGINEER, CONSTRUCT ANDMAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED.3. UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALLBE CLEANED OF ALL DEBRIS AND PREPARED FOR NEWCONSTRUCTION.4. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORTTO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLICAND WORKERS, ALSO THE PROTECTION OF PROPERTYTHROUGHOUT CONSTRUCTION. ALL WORK SHALL BEPERFORMED IN ACCORDANCE WITH OSHA STANDARDS, ASAPPLICABLE.5. AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, THECONTRACTOR SHALL MAINTAIN ENTRANCE AND EXIT ACCESSTO ALL FACILITIES AFFECTED BY THE CONSTRUCTION.6. COORDINATE WITH OWNER ALL BARRIERS FOR SECURITY,SAFETY AND PROTECTION, ALL WORK HOURS AND LOCATION OFDUMPSTER.7. ALL DISPOSAL OF EXCESS DEMOLITION, RUBBISH AND DEBRISSHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT ALEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR.MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITEDON ADJACENT AND/OR NEARBY PROPERTY.8. COORDINATE WITH ARCHITECTURE & ENGINEERINGCONSTRUCTION DRAWINGS AS REQUIRED FOR DEMOLITIONPURPOSES.9. COORDINATE WITH OWNER AND/OR UTILITY COMPANY FOREQUIPMENT RELOCATION/REMOVAL IMPACTING AREAS OUTSIDETHE LIMITS OF CONSTRUCTION.10. ALL MATERIALS TO BE REMOVED DURING DEMOLITION ANDREUSED LATER IN CONSTRUCTION; IS TO BE PROTECTED ANDRESTORED TO STANDARD ACCEPTABLE TO OWNER PRIORRE-INSTALLATION.11. ALL EXISTING CERAMIC FLOOR, WALL TILE, CARPET AND BASETO BE REMOVED THROUGHOUT THE SPACE.12. COORDINATE AREAS OF DEMOLITION BETWEEN ALL DEMOLITIONDRAWINGS.13. THE CONTRACTOR SHALL FIELD VERIFY ALL BUILDING SYSTEMS,STRUCTURE AND EXISTING CONDITIONS.14. GC TO COORDINATE REMOVAL AND /OR DISCONNECTION OF ALLCOMMUNICATION AND SECURITY DEVICES WITH SERVICEPROVIDER PRIOR TO COMMENCEMENT OF WORK.STRUCTURAL DEMOLITION NOTES15. ALL STRUCTURAL STEEL, FRAMING, ETC. WITHIN THEDESIGNATED DEMOLITION AREA SHALL BE DEMOLISHEDACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHINFOOTPRINT TO BE COORDINATED WITH THESE DRAWINGS ANDANY DISCREPANCIES SHALL BE REPORTED TO THEARCHITECT/ENGINEER.16. THE CONTRACTOR SHALL LIMIT THE ACCUMULATION OF DEBRISTO A MAXIMUM LOADING OF 100 P.S.F.17. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TODAMAGE OR ALTER ANY EXISTING ELEMENTS TO REMAIN. THEARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVEREDDURING DEMOLITION.ELECTRICAL DEMOLITION NOTES18. COORDINATE W/ CITY PUBLIC WORKS DEPARTMENTS ASREQUIRED FOR DEMOLITION PURPOSES.19. THE ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREMECAUTION TO DISCONNECT ALL ELECTRICAL SERVICE PRIOR TOANY DEMOLITION WORK.20. CONTACT FLORIDA POWER & LIGHT PRIOR TO DISCONNECT OFELECTRICAL SERVICE.21. CONTACT TELECOMMUNICATIONS PROVIDER PRIOR TODISCONNECT OF TELEPHONE SERVICE.22. ALL WORK SHALL BE COORDINATED WITH DEMOLITIONCONTRACTOR.23. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TODEMOLITION WORK TO DETERMINE THE SCOPE OF WORK.24. ARCHITECT'S DEMOLITION DRAWINGS ARE TO BE CAREFULLYSTUDIED AND ANY CONFLICTS WITH THE EXISTING ELECTRICALSYSTEM THAT MAY BE ANTICIPATED MUST BE BROUGHT TO THEARCHITECT'S ATTENTION.25. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT, LIGHTING ANDOTHER DEVICES THAT ARE SCHEDULED TO BE REMOVED SHALLBE DISCONNECTED AT THE ELECTRICAL PANEL.NOTES26. INTERIOR WALL TO BE DEMOLISHED27. DOOR TO BE DEMOLISHED28. BOLLARD TO BE DEMOLISHED29. EXISTING WALL TO REMAIN30. COLUMN TO REMAIN31. COLUMN TO BE REMOVED AND REPLACED32. EXISTING WALL TO BE DEMOLISHED33. DRAIN PIPE TO REMAIN34. FENCE AND GATE TO REMOVED AND REPLACED35. PERIMETER WALL TO REMAIN36. WINDOW TO REMAIN37. WINDOW TO BE DEMOLISHED38. FLOOR DRAIN TO REMAIN39. ALL INTERIOR WALL CLADDING AND FINISH COVERING TO BEDEMOLISHED DOWN TO STRUCTURE AND GC TO VERIFY THATTHE ENCLOSURE IS NOT A STRUCTURE.40. CEILING FRAMING STRUCTURE TO BE DEMOLISHED41. EXISTING CEILING TO BE DEMOLISHED42. LIGHTING FIXTURES TO BE DEMOLISHED43. GC SHALL FIELD VERIFY THAT ALL DEMOLITION WASCOMPLETED IN ACCORDANCE TO THE CONSTRUCTIONDOCUMENTS.SEE NOTE #30SEE NOTE#30SEE NOTE #30SEE NOTE #32SEE NOTE #32SEE NOTE #28SEE NOTE #28SEE NOTE #28SEE NOTE #28SEE NOTE #28LADDER TO BEDEMOLISHEDEXISTING R.W.DOWNPIPES TO REMAINEXISTING R.WDOWNPIPES TO REMAINPARTIAL ROOF EDGEFLASHING & ROOFINGMEMBRANE DEMOLITION(SEE A-302, SECTION D FORNEW VERTICAL EXTENSION)EXISTING EXHAUST FAN TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING EXHAUST FAN TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING EXHAUST FAN TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILSEXISTING EXHAUST FAN TO BEDEMOLISHED SEE SHEETMECHANICAL FOR DETAILS 22'-2"6'-9" F.V.9'-8"9 8 7 6 5 4 3 2 1 50'-6" F.V.9'-8"9'-8"6'-9" F.V.6'-9" F.V.50'-6" F.V.50'-6" F.V. 22'-2"9'-8"13'-10"33'-4" 987654321 LADDER TO BE DEMOLISHED DEMOLITION SOUTH ELEVATION23/16"=1'-0" EXISTING EXTERIOR WALL AND STRUCTURE TO BE DEMOLISHED EXISTING EXTERIOR STRUCTURE AND FINISH TO REMAIN EXISTING EXTERIOR WALL AND STRUCTURE TO BE DEMOLISHED LADDER TO REMAIN SEE NOTE #27SEE NOTE #28 EXISTING EXTERIOR STRUCTURE AND TILE TO REMAIN EXISTING EXTERIOR STRUCTURE AND TILE TO REMAIN T.O.STRUCTURE EL. +23'-3" T.O.PARAPET EL. +27'-0" T.O.PARAPET EL. +16'-0" ROOF CANOPY NOT IN SCOPE ROOF CANOPY NOT IN SCOPE CANOPY TO BE DEMOLISHED CANOPY TO BE DEMOLISHED SEE NOTE #34 B.O. METAL DECK EL. +13'-10 1/2" DEMOLITION NORTH ELEVATION13/16"=1'-0" DEMOLITION ELEVATIONS AD-201 P.L. 3/16" = 1'-0" 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 IT'S THE LAW IN FLORIDA DEMOLITION LEGEND EXISTING CONDITIONS TO REMAIN PARTITION TO BE DEMOLISHED EXISTING TO BE DEMOLISHED EXISTING TO REMAIN GENERAL DEMOLITION NOTES 1. BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. 2. THE CONTRACTOR SHALL ENGINEER, CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. 3. UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALL BE CLEANED OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. 4. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLIC AND WORKERS, ALSO THE PROTECTION OF PROPERTY THROUGHOUT CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA STANDARDS, AS APPLICABLE. 5. AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN ENTRANCE AND EXIT ACCESS TO ALL FACILITIES AFFECTED BY THE CONSTRUCTION. 6. COORDINATE WITH OWNER ALL BARRIERS FOR SECURITY, SAFETY AND PROTECTION, ALL WORK HOURS AND LOCATION OF DUMPSTER. 7. ALL DISPOSAL OF EXCESS DEMOLITION, RUBBISH AND DEBRIS SHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT A LEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR. MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITED ON ADJACENT AND/OR NEARBY PROPERTY. 8. COORDINATE WITH ARCHITECTURE & ENGINEERING CONSTRUCTION DRAWINGS AS REQUIRED FOR DEMOLITION PURPOSES. 9. COORDINATE WITH OWNER AND/OR UTILITY COMPANY FOR EQUIPMENT RELOCATION/REMOVAL IMPACTING AREAS OUTSIDE THE LIMITS OF CONSTRUCTION. 10. ALL MATERIALS TO BE REMOVED DURING DEMOLITION AND REUSED LATER IN CONSTRUCTION; IS TO BE PROTECTED AND RESTORED TO STANDARD ACCEPTABLE TO OWNER PRIOR RE-INSTALLATION. 11. ALL EXISTING CERAMIC FLOOR, WALL TILE, CARPET AND BASE TO BE REMOVED THROUGHOUT THE SPACE. 12. COORDINATE AREAS OF DEMOLITION BETWEEN ALL DEMOLITION DRAWINGS. 13. THE CONTRACTOR SHALL FIELD VERIFY ALL BUILDING SYSTEMS, STRUCTURE AND EXISTING CONDITIONS. 14. GC TO COORDINATE REMOVAL AND /OR DISCONNECTION OF ALL COMMUNICATION AND SECURITY DEVICES WITH SERVICE PROVIDER PRIOR TO COMMENCEMENT OF WORK. STRUCTURAL DEMOLITION NOTES 15. ALL STRUCTURAL STEEL, FRAMING, ETC. WITHIN THE DESIGNATED DEMOLITION AREA SHALL BE DEMOLISHED ACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHIN FOOTPRINT TO BE COORDINATED WITH THESE DRAWINGS AND ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT/ENGINEER. 16. THE CONTRACTOR SHALL LIMIT THE ACCUMULATION OF DEBRIS TO A MAXIMUM LOADING OF 100 P.S.F. 17. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR ALTER ANY EXISTING ELEMENTS TO REMAIN. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVERED DURING DEMOLITION. ELECTRICAL DEMOLITION NOTES 18. COORDINATE W/ CITY PUBLIC WORKS DEPARTMENTS AS REQUIRED FOR DEMOLITION PURPOSES. 19. THE ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO DISCONNECT ALL ELECTRICAL SERVICE PRIOR TO ANY DEMOLITION WORK. 20. CONTACT FLORIDA POWER & LIGHT PRIOR TO DISCONNECT OF ELECTRICAL SERVICE. 21. CONTACT TELECOMMUNICATIONS PROVIDER PRIOR TO DISCONNECT OF TELEPHONE SERVICE. 22. ALL WORK SHALL BE COORDINATED WITH DEMOLITION CONTRACTOR. 23. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO DEMOLITION WORK TO DETERMINE THE SCOPE OF WORK. 24. ARCHITECT'S DEMOLITION DRAWINGS ARE TO BE CAREFULLY STUDIED AND ANY CONFLICTS WITH THE EXISTING ELECTRICAL SYSTEM THAT MAY BE ANTICIPATED MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION. 25. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT, LIGHTING AND OTHER DEVICES THAT ARE SCHEDULED TO BE REMOVED SHALL BE DISCONNECTED AT THE ELECTRICAL PANEL. NOTES 26. INTERIOR WALL TO BE DEMOLISHED 27. DOOR TO BE DEMOLISHED 28. BOLLARD TO BE DEMOLISHED 29. EXISTING WALL TO REMAIN 30. COLUMN TO REMAIN 31. COLUMN TO BE REMOVED AND REPLACED 32. EXISTING WALL TO BE DEMOLISHED 33. DRAIN PIPE TO REMAIN 34. FENCE AND GATE TO REMOVED AND REPLACED 35. PERIMETER WALL TO REMAIN 36. WINDOW TO REMAIN 37. WINDOW TO BE DEMOLISHED 38. FLOOR DRAIN TO REMAIN 39. ALL INTERIOR WALL CLADDING AND FINISH COVERING TO BE DEMOLISHED DOWN TO STRUCTURE AND GC TO VERIFY THAT THE ENCLOSURE IS NOT A STRUCTURE. 40. CEILING FRAMING STRUCTURE TO BE DEMOLISHED 41. EXISTING CEILING TO BE DEMOLISHED 42. LIGHTING FIXTURES TO BE DEMOLISHED 43. GC SHALL FIELD VERIFY THAT ALL DEMOLITION WAS COMPLETED IN ACCORDANCE TO THE CONSTRUCTION DOCUMENTS. T.O.STRUCTURE EL. +23'-3" T.O.PARAPET EL. +27'-0" T.O.PARAPET EL. +16'-0" EXISTING EXTERIOR STRUCTURE AND STUCCO TO REMAIN SEE NOTE #27 SEE NOTE #40 SEE NOTE #40 EXISTING EXTERIOR STRUCTURE TO REMAIN SEE NOTE #37 SEE NOTE #27 SEE NOTE #27 SEE NOTE #37 SEE NOTE #37 PERIMETER WALL TO REMAIN LADDER TO BE DEMOLISHED EXISTING EXTERIOR WALL AND STRUCTURE TO BE DEMOLISHED (COORDINATE WITH NEW PROPOSED STRUCTURE) SEE NOTE #35EXISTING EXTERIOR WALL AND STRUCTURE TO BE DEMOLISHED DOOR TO BE REMOVED AND REPLACED DOOR TO BE REMOVED AND REPLACED http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXEXISTING EXTERIOR STRUCTURE TO REMAIN A.P. SEE NOTE #32 SEE NOTE #32 T.O.ROOF EL. +12'-8" ABCDEFHIJKLMN 52'-6"13'-11"A B C D E F H I J K L M N DEMOLITION ELEVATIONS AD-202 P.L. 3/16" = 1'-0" DEMOLITION EAST ELEVATION13/16"=1'-0" DEMOLITION WEST ELEVATION23/16"=1'-0" EXISTING EXTERIOR STRUCTURE AND FINISH TO REMAIN LADDER TO REMAIN SEE NOTE #32 EXISTING EXTERIOR STRUCTURE AND FINISH TO REMAIN EXISTING EXTERIOR STRUCTURE AND CLADDING TO REMAIN LADDER TO REMAIN LADDER TO BE DEMOLISHED T.O.STRUCTURE EL. +23'-3" T.O.PARAPET EL. +27'-0" T.O.PARAPET EL. +16'-0" T.O.STRUCTURE EL. +23'-3" T.O.PARAPET EL. +27'-0" T.O.PARAPET EL. +16'-0" ROOF CANOPY NOT IN SCOPE ROOF CANOPY NOT IN SCOPE SEE NOTE #34 SEE NOTE #28 TYP. OF 10 http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXA.P. 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 IT'S THE LAW IN FLORIDA DEMOLITION LEGEND EXISTING CONDITIONS TO REMAIN PARTITION TO BE DEMOLISHED EXISTING TO BE DEMOLISHED EXISTING TO REMAIN GENERAL DEMOLITION NOTES 1. BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. 2. THE CONTRACTOR SHALL ENGINEER, CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. 3. UPON COMPLETION OF DEMOLITION, THE ENTIRE AREA SHALL BE CLEANED OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. 4. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO PERFORM THE WORK AND MAINTAIN SAFETY TO THE PUBLIC AND WORKERS, ALSO THE PROTECTION OF PROPERTY THROUGHOUT CONSTRUCTION. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA STANDARDS, AS APPLICABLE. 5. AT ALL TIMES DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN ENTRANCE AND EXIT ACCESS TO ALL FACILITIES AFFECTED BY THE CONSTRUCTION. 6. COORDINATE WITH OWNER ALL BARRIERS FOR SECURITY, SAFETY AND PROTECTION, ALL WORK HOURS AND LOCATION OF DUMPSTER. 7. ALL DISPOSAL OF EXCESS DEMOLITION, RUBBISH AND DEBRIS SHALL BE MADE OUTSIDE THE LIMITS OF CONSTRUCTION AT A LEGAL DISPOSAL SITE PROVIDED BY THE CONTRACTOR. MATERIAL CLEARED FROM THE SITE SHALL NOT BE DEPOSITED ON ADJACENT AND/OR NEARBY PROPERTY. 8. COORDINATE WITH ARCHITECTURE & ENGINEERING CONSTRUCTION DRAWINGS AS REQUIRED FOR DEMOLITION PURPOSES. 9. COORDINATE WITH OWNER AND/OR UTILITY COMPANY FOR EQUIPMENT RELOCATION/REMOVAL IMPACTING AREAS OUTSIDE THE LIMITS OF CONSTRUCTION. 10. ALL MATERIALS TO BE REMOVED DURING DEMOLITION AND REUSED LATER IN CONSTRUCTION; IS TO BE PROTECTED AND RESTORED TO STANDARD ACCEPTABLE TO OWNER PRIOR RE-INSTALLATION. 11. ALL EXISTING CERAMIC FLOOR, WALL TILE, CARPET AND BASE TO BE REMOVED THROUGHOUT THE SPACE. 12. COORDINATE AREAS OF DEMOLITION BETWEEN ALL DEMOLITION DRAWINGS. 13. THE CONTRACTOR SHALL FIELD VERIFY ALL BUILDING SYSTEMS, STRUCTURE AND EXISTING CONDITIONS. 14. GC TO COORDINATE REMOVAL AND /OR DISCONNECTION OF ALL COMMUNICATION AND SECURITY DEVICES WITH SERVICE PROVIDER PRIOR TO COMMENCEMENT OF WORK. STRUCTURAL DEMOLITION NOTES 15. ALL STRUCTURAL STEEL, FRAMING, ETC. WITHIN THE DESIGNATED DEMOLITION AREA SHALL BE DEMOLISHED ACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHIN FOOTPRINT TO BE COORDINATED WITH THESE DRAWINGS AND ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT/ENGINEER. 16. THE CONTRACTOR SHALL LIMIT THE ACCUMULATION OF DEBRIS TO A MAXIMUM LOADING OF 100 P.S.F. 17. CARE SHALL BE TAKEN DURING DEMOLITION SO AS NOT TO DAMAGE OR ALTER ANY EXISTING ELEMENTS TO REMAIN. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVERED DURING DEMOLITION. ELECTRICAL DEMOLITION NOTES 18. COORDINATE W/ CITY PUBLIC WORKS DEPARTMENTS AS REQUIRED FOR DEMOLITION PURPOSES. 19. THE ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO DISCONNECT ALL ELECTRICAL SERVICE PRIOR TO ANY DEMOLITION WORK. 20. CONTACT FLORIDA POWER & LIGHT PRIOR TO DISCONNECT OF ELECTRICAL SERVICE. 21. CONTACT TELECOMMUNICATIONS PROVIDER PRIOR TO DISCONNECT OF TELEPHONE SERVICE. 22. ALL WORK SHALL BE COORDINATED WITH DEMOLITION CONTRACTOR. 23. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO DEMOLITION WORK TO DETERMINE THE SCOPE OF WORK. 24. ARCHITECT'S DEMOLITION DRAWINGS ARE TO BE CAREFULLY STUDIED AND ANY CONFLICTS WITH THE EXISTING ELECTRICAL SYSTEM THAT MAY BE ANTICIPATED MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION. 25. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT, LIGHTING AND OTHER DEVICES THAT ARE SCHEDULED TO BE REMOVED SHALL BE DISCONNECTED AT THE ELECTRICAL PANEL. NOTES 26. INTERIOR WALL TO BE DEMOLISHED 27. DOOR TO BE DEMOLISHED 28. BOLLARD TO BE DEMOLISHED 29. EXISTING WALL TO REMAIN 30. COLUMN TO REMAIN 31. COLUMN TO BE REMOVED AND REPLACED 32. EXISTING WALL TO BE DEMOLISHED 33. DRAIN PIPE TO REMAIN 34. FENCE AND GATE TO REMOVED AND REPLACED 35. PERIMETER WALL TO REMAIN 36. WINDOW TO REMAIN 37. WINDOW TO BE DEMOLISHED 38. FLOOR DRAIN TO REMAIN 39. ALL INTERIOR WALL CLADDING AND FINISH COVERING TO BE DEMOLISHED DOWN TO STRUCTURE AND GC TO VERIFY THAT THE ENCLOSURE IS NOT A STRUCTURE. 40. CEILING FRAMING STRUCTURE TO BE DEMOLISHED 41. EXISTING CEILING TO BE DEMOLISHED 42. LIGHTING FIXTURES TO BE DEMOLISHED 43. GC SHALL FIELD VERIFY THAT ALL DEMOLITION WAS COMPLETED IN ACCORDANCE TO THE CONSTRUCTION DOCUMENTS. B.O.METAL DECK EL. +13'-10 1/2" SEE NOTE #36 SEE NOTE #36 SEE NOTE #35 CONCRETE FRAME TO BE DEMOLISHEDSEE NOTE #27SEE NOTE #27 EXISTING EXTERIOR STRUCTURE TO REMAIN EXISTING EXTERIOR STRUCTURE TO REMAIN EXISTING EXTERIOR STRUCTURE TO REMAIN EXISTING EXTERIOR STRUCTURE AND FINISH TO REMAIN RWL TO BE DEMOLISHED DRAIN PIPE TO BE DEMOLISHED RWL TO BE DEMOLISHED SEE NOTE #32 CONCRETE FRAME TO BE DEMOLISHED SEE NOTE #35 EXISTING EXTERIOR WALL AND STRUCTURE TO BE DEMOLISHED (COORDINATE WITH NEW PROPOSED STRUCTURE) SEE NOTE #27 SEE NOTE #37 CANOPY TO BE DEMOLISHED CANOPY TO BE DEMOLISHED LADDER TO BE DEMOLISHED SEE NOTE #27 GASGASELEC T ELECTELECTELECTELECTX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGAS GAS GAS GAS E L E C T E L E C T E L E C T E L E C T E L E C T 1 2 3 4 5 6 7 8 9 A B C D E F H I J K L M 8'-0"8'-9"7'-9"9'-10"7'-5"9'-2"2'-10"9'-6"13'-3"4'-8"9'-7"96'-3"7'-3"14'-6"4'-10"3'-10"15'-8"29'-3"28'-3" 125'-2" 5'-7" 0.90.8 12'-3"11'-0" G 5'-6"N http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSITE PLAN P.L.A.P. 3/32" = 1'-0" SITE PLAN A-1003/32"=1'-0"1 N LOADING AREA 4'-0"4'-3"4'-0"4'-2"13'-11" 2 0 ' - 2 "4'-0"11'-3"93'-2" EXISTING BUILDING NEW BUILDING ADDITIONBUILDING SETBACKCITY OF SUNNY ISLES BEACH GOVERNMENT CENTER (NOT IN SCOPE) PARKING GARAGE (NOT IN SCOPE)PROPERTY BOUNDARYBUILDING SETBACK PROPERTY BOUNDARY BUILDING SETBACK BUILDING SETBACK PROPERTY BOUNDARY FPL SIGN ON CONCRETE COLLINS AVENUEBUILDING SETBACK PROPERTY BOUNDARY PROP E R T Y B O U N D A R Y LOCATION FOR NEW LIGHT POLE TO BE LOCATED 6' HIGH HORIZONTAL WOOD PANEL FENCE GENERATOR MTU GS200 ON CONCRETE SLAB SEE ELECTRICAL RADIATOR END R R NEW GAS METER & REGULATOR (SEE PLUMBING) BY GAS COMPANY NEW GAS METER & REGULATOR LOCATED MIN 4'-6" EAST OF DOOR OPENING BY GAS COMPANY (SEE PLUMBING) GENERAL NOTES: 1. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. SHADING LEGEND GASGASGASGASGASELEC T ELEC T ELECT ELECTELECTELECTELECTELECTELECTELECTELECTELECTXXXXXXXXXXXXXXGAS GAS GAS GAS GAS GAS GAS GAS GAS E L E C T E L E C T E L E C T E L E C T E L E C T E L E C T E L E C T E L E C T E L E C T E L E C T 6'-0" 4'-0" 4" 0'-6" 3'-0" 7'-0" 1'-0"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSTRIPING PLAN G.S.A.P. AS SHOWN A-100.1 3/16"=1'-0"1 N EXISTING PARKING TO REMAIN NEW 4" THICK STRIPING NEW PARKING STRIPING NEW STOP SIGN BOLLARD DETAIL, TYP. 1/2"=1'-0"3 STOP SIGN DETAIL, TYP. 1/2"=1'-0"2 NEW ADA PARKING SIGN, TYP. NEW ADA PARKING SIGN, TYP. NEW DUMPSTER ENCLOSURE, SEE DETAIL 5/A-100.1 NEW TYPE D CURB, TYP. NEW PAVERS TO MATCH EXISTING NEW BOLLARDS, TYP. OF 3 SLOPE CONCRETE AWAY FROM PIPE PAVERS 12" DIA. CONCRETE FOOTING WELL COMPACTED FILL MIN. 90% DENSITY 4'-0" FROM FOUNDATION PERIMETER PAINTED 6" DIA. GAL. STEEL PIPE FILED W/ CONCRETE (LEAVE CROWN AT TOP) R1-1 STOP SIGN (30"x30") CONCRETE FOOTING BREAK AWAY GALVANIZED SIGN POST LOCATION FOR NEW LIGHT POLE - SEE ELECTRICAL DRAWINGS R2'-6" FPL 5'-6" 5'-4" 6'-2" 5'-6"4'-3"RADIATOR END GENERATOR MTU GS200 ON CONCRETE SLAB SEE ELECTRICAL 5'-0" 4'-0" 4'-0"12'-0" 33'-10" 20'-2" BUILDING SETBACKPROPERTY BOUNDARYPROPERTY BOUNDARY CL 17'-5" 5'-6" CL 5'-6" NEW ROYAL PALM TREE STRIPING PLAN & DETAILS R85'-3" GENERAL NOTES: 1. ALL SIGNING AND STRIPING SHALL CONFORM TO FDOT REQUIREMENTS 2. G.C. TO COORDINATE REQUIRED OPENING, DISTANCE, & DIMENSION FOR SPEED HUMP PRIOR INSTALLATION. 3. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. 6'-0" GASGASELEC T ELECTELECTELECTELECTX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGAS GAS GAS GAS E L E C T E L E C T E L E C T E L E C T E L E C T 1 2 3 4 5 6 7 8 9 A B C D E F H I J K L M 8'-0"8'-9"7'-9"9'-10"7'-5"9'-2"2'-10"9'-6"13'-3"4'-8"9'-7"96'-3"7'-3"14'-6"4'-10"3'-10"15'-8"29'-3"28'-3" 125'-2" 5'-7" 0.90.8 12'-3"11'-0" G 5'-6"N http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXPAVERS PLAN P.L.A.P. 3/32" = 1'-0" PAVER PLAN A-100.23/32"=1'-0"1 N CONC. SIDE WALK TO BE DEMOLISHED NEW PAVERS TO MATCH EXISTING EXISTING PAVERS TO REMAIN NEW BRICK PAVERS TO MATCH EXISTING NEW BRICK PAVERS TO MATCH EXISTING NEW CONCRETE A-100.3 1 A-100.3 2 A-100.3 3 NEW PAVER SYSTEM LIGHT GREY TO MATCH EXIST NON-SHADED AREA DENOTES EXISTING TO REMAIN NEW CONC TO MATCH EXIST NEW PAVER SYSTEM DARK GREY TO MATCH EXIST A-504 1 A-504 2 A-504 3 SHADING LEGEND SIGN ON CONCRETE BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK PROPERTY BOUNDARY PROPERTY BOUNDARY PROPERTY BOUNDARY PROP E R T Y B O U N D A R Y 133'-11" CITY OF SUNNY ISLES BEACH GOVERNMENT CENTER (NOT IN SCOPE) CITY OF SUNNY ISLES BEACH BUILDING DEPARTMENT (SEE SHEET A-101)SLOPEEXTERIOR HALF WALL GENERAL NOTES: 1. ALL SIGNING AND STRIPING SHALL CONFORM TO FDOT REQUIREMENTS 2. G.C. TO COORDINATE REQUIRED OPENING, DISTANCE, & DIMENSION FOR SPEED HUMP PRIOR INSTALLATION. 3. G.C SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. (2) NEW LANDSCAPE LIGHTS, SEE ELECTRICAL GASGASGASGASGASELEC T ELEC T ELECT XXXXXXXXXXXXXXXXXXXXGAS GAS GAS GAS GAS GAS GAS GAS GAS E L E C T E L E C T E L E C T E L E C T E L E C T E L E C T E L E C T E L E C T E L E C T E L E C T X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXE F H I J K L M G N XXXXXXXXXXXXXXXXXXhttp://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXNEW PAVERS - WEST P.L.A.P. AS SHOWN PAVER DETAILS A-100.33/16"=1'-0"1 N PARKING STRIPING TO BE REPAINTED NEW BRICK PAVERS TO MATCH EXISTING NEW PAVERS - EAST2 NEW CONCRETE WALKWAY - SOUTH3 3/16"=1'-0" 3/16"=1'-0" NEW BRICK PAVERS TO MATCH EXISTING PAVERS TO BE PAINTED TO MATCH EXISTING NEW CONCRETE (SEE CIVIL DRAWINGS) ADA RAMP 1/8 V-CUT CONTROL JOINT @ 10'-0" O.C. A-100.4 7 A-100.4 6 AREA A AREA B NOTE: AREA SHOWN IN THE TABLE DOES NOT INCLUDE WASTE MATERIAL. GC SHOULD INCLUDE WASTE QTY. NEEDED. UP CONCRETE CURB NEW LIGHT POLE NEW CONCRETE SLAB SIDEWALK SEE CIVIL EXISTING PAVERS TO REMAIN NAVD29 +6.13' T.O. SLAB +NGVD 8.00' 133'-11" 4'-11" SHADING LEGEND RADIATOR END GENERATOR MTU GS200 SEE ELECTRICAL EXISTING ASPHALT PAVEMENT EXISTING ASPHALT AREA TOTAL AREAS SQFT A B 1079 SF 300 SF NAVD29 +7.54' NAVD29 +7.26' NAVD29 +7.13' T.O. PAVER 7'-11"42'-3"N N NEW PAVER SYSTEM LIGHT GREY TO MATCH EXIST NON-SHADED AREA DENOTES EXISTING TO REMAIN NEW CONC TO MATCH EXIST NEW PAVER SYSTEM DARK GREY TO MATCH EXIST 4'-2"22'-10"8'-0" 7'- 1 0 "8'-4"7'- 9 " 6'-11" 4'-7" 1'-9" 2 0 ' - 3 " 21'- 1 " 19 ' - 8 " 20' - 1 " 23'-1"R2'-7"22'-6"3'-2"R 9 " 8'-9" 4'-6" R1'-4"R2'-6"19'-0" 15'-3"601'-10"NEW ROYAL PALM TREE SLOPENEW 36" HIGH FENCE ON CONCRETE CURB. BUILDING FOOTPRINT NEW BRICK PAVERS TO MATCH EXISTING BUILDING FOOTPRINT 18'-6"22'-8"PAVEMENT NAVD29 +7.50' PAVEMENT NAVD29 +7.24'2'-0"10'-8"NEW EXTERIOR LOW WALL (SEE STRUCTURAL DWGS.) GENERAL NOTES: 1. ALL SIGNING AND STRIPING SHALL CONFORM TO FDOT REQUIREMENTS 2. G.C. TO COORDINATE REQUIRED OPENING, DISTANCE, & DIMENSION FOR SPEED HUMP PRIOR INSTALLATION. 3. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. 6"18"JOINT SEAL 1/2" EXP. JOINT2" Rhttp://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXP.L.A.P. AS SHOWN PAVER & HALF WALL DETAILS A-100.4 CURB DETAIL TYP.5 1-1/2"=1'-0" PAVERS & CONC. SLAB DETAIL TYP.1 1-1/2"=1'-0" ASPHALT SURFACE PAVEMENT & LANDSCAPE DETAIL TYP.3 1-1/2"=1'-0" TREE PLANTING PAVER DETAIL TYP.7 1"=1'-0" BRICK PAVERS NEW ROYAL PALM TREE PAVERS & ROAD DETAIL TYP.2 1-1/2"=1'-0" PAVERS & HALF WALL DETAIL 4 1/2"=1'-0" ASPHALT BINDER AGGREGATE BASE COURSE INTERLOCKING PERMEABLE CONCRETE PAVERS 1/4" #89 CRUSHED STONE POLLUTION CONTROL FABRIC NON-WOOVEN GEOTEXTILE FABRIC SUB-BASE 3/4" #57 STONE INTERLOCKING PERMEABLE CONCRETE PAVERS 1/4" #89 CRUSHED STONE POLLUTION CONTROL FABRIC NON-WOOVEN GEOTEXTILE FABRIC SUB-BASE 3/4" #57 STONE 4" CONCRETE PAVEMENT W/. BROOM FINISH 6" CRUSHED STONE TO 95% PROCTOR CONCRETE CURB INTERLOCKING PERMEABLE CONCRETE PAVERS 1/4" #89 CRUSHED STONE POLLUTION CONTROL FABRIC NON-WOOVEN GEOTEXTILE FABRIC SUB-BASE 3/4" #57 STONE ADA SIDEWALK CURB & RAMP DETAILS UP 2% MAX. SLOPE LANDING 1/4"=1'-0"6 1'-6"8"8" BRICK PERMEABLE PAVER SIDEWALK 2'-0" LANDSCAPE RETAINING CONC. CURB 1/4 #89 CRUSH STONE INTERLOCKING PERMEABLE CONCRETE PAVERS SUB-BASE 3/4" #57 STONE POLLUTION CONTROL FABRIC NON-WOVEN GEOTEXTILE FABRIC 10'-8" DETECTABLE WARNING PANEL CURB TRANSITION EXISTING WALL AND STRUCTURE TO REMAIN EL +4'-4" T.O.WALL NEW MASONRY WALL (SEE STRUCTURAL DRAWINGS) CONCRETE GRADE BEAM SEE STRUCTURE PLAN AND SCHEDULE 3" HELICAL PILE (BEYOND) PURA NFC SIDING OR SIMILAR APPROVED. EL +0'-3 3/8" T.O.CONC. G.B.4'-7"GENERAL NOTES: 1. ALL SIGNING AND STRIPING SHALL CONFORM TO FDOT REQUIREMENTS. 2. G.C. TO COORDINATE REQUIRED OPENING, DISTANCE, & DIMENSION FOR SPEED HUMP PRIOR INSTALLATION. 3. FOR PURA NFC BY TRESPA, INSTALLED AS PER MANUFACTURER RECCOMENDATION. G.C. TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 4. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. GASGASGASELEC T ELECT ELECTELECTELECTELECTELECTELECTX X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGAS GAS GAS GAS GAS GAS E L E C T E L E C T E L E C T E L E C T E L E C T E L E C T COLUMN EXISTING TO REMAIN 6'-9"8'- 4 "8'-4"6'-4"11'-4"5'-0"11'-4"5'-10"5'-0" 18'-0" 17'-7" 33'-10"12'-4"3'-9"4'-0"4'-0" 18'-6"5'-2"3'-0" 4'-7" 4'-6" 4'-0"4'-0"10'-0"1'-11"4'-2"35'-10"5'-2"3'-7"5'-1"12'-4" 1'-1"3'-5"2'-10"6'-1"1'-7"6'-1"1'-7"6'-1"2'-2"6'-1" 1'-6"6'-3"1'-5"6'-3"1'-1"3'-2"4'-1"8"43'-1"8"8'-6"8'-8"43'-0"1'-4"4'-4"13'-2"8'-0"15'-8"12'-0"2'-10"1'-7"21'-11"8'-1"2'-0"12'-0"4'-1"11'-8"9'-9"1'-1"4"6'-8"2'-1"8'-9"1'-2"6'-2"8'-9"8'-9"1'-2"8'-9"3'-11"7'-3"7'-11" 1 2 3 4 5 6 7 8 9 A B C D E F H I J K L M 8'-0"8'-9"7'-9"9'-10"7'-5"9'-2"2'-10"9'-6"13'-3"4'-8"9'-7"96'-3"7'-3"14'-6"4'-10"3'-10"15'-8"29'-3"28'-3" 125'-2" 5'-7" 0.90.8 12'-3"11'-0" G 5'-6"N http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXFLOOR PLAN 1/8"=1'-0"1 P.L.A.P. 1/8" = 1'-0" FLOOR PLAN A-101N CANOPY ABOVE CANOPY ABOVE GENERATOR MTU GS200 SEE ELECTRICAL FOR DETAILS DUMPSTER CURB WOOD FENCE BOLLARDS (TYP. OF 3) LOADING AREA CANOPY ABOVE CANOPY ABOVE PROPERTY BOUNDARY PROPERTY LINE CURB EXISTING LIGHT POLE TO BE RELOCATED EXISTING LIGHT POLE NEW LOCATION GAS METER & REGULATOR SEE CIVIC PROPERTY BOUNDARYBUILDING SETBACKSIGN ON CONCRETE PROP E R T Y B O U N D A R Y PROPERTY BOUNDARY FPL BUILDING SETBACK 1 A-101.1 ELECTRICALROOM MECHANICALROOM3'-3"9"1'-6"35'-2"2'-8"36" POST AND WOODEN SLAT FENCE ON CONCRETE CURB EXISTING TO REMAIN LEGEND NEW EXTERIOR WALL NEW INTERIOR WALL 6 A-801 GENERAL NOTES: 1. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCOLUMN EXISTING TO REMAIN 4'-0"10'-1"12'-0"10'-1"12'-0"10'-1"12'-0"10'-4"12'-0"13'-7"10'-1"10'-4"16'-4"10'-4"16'-0"10'-8"13'-10"1'-3"18'-8"15'-0"19'-10"9'-6"7'-4"6'-11"9'-11"7'-8"16'-11" 9'-11"7'-3"27'-11"3'-4" 4'-6" 11'-3"9'-0"7'-8"13'-2"9'-0"13'-2"9'-0"13'-2"8'-10"9'-2"9'-0"9'-2"9'-0"17'-11"10'-4"12'-6"10'-4"4'-6"4'-10"9'-2"9'-0"9'-2"9'-0"4'-5"7'-5" 8'-9"3'-6"4'-10"7'-4"9'-3"9'-3" 12'-7" 7'-8"7'-5"16'-10" 8'-2"7'-3"5'-10"4'-0"3'-11"3'-3"2'-8"14'-11" 23'-4"55'-11"18'-4"2'-8"8'-2"6'-1"8'-2" 9'-1"9'-1"7'-8"7'-8"4'-0" 19'-11" 8'-6" 3'-6"14'-2"5'-8"7'-4"8'-0"9'-9"7'-4"11'-7" 15'-7"8'-0"1'-8"6'-1"1'-6"7'-7 1/2"2'-2"1 7'-3"14'-6"4'-10"3'-10"15'-8"29'-3" 132'-5" 5'-7"28'-3"9'-7"4'-8"13'-3"9'-6"2'-10"9'-2"7'-5"1'-9"8'-1"7'-9"8'-9"8'-0"96'-3"2 3 4 5 6 7 8 9 A B C D E F H I J K L N 0.90.8 12'-3"11'-0" G 5'-6"M 5'-6"7'-11"7'-11"11'-1"6'-6"10'-4"7'-7 1/2"5'-11"13'-7"7'-1"3'-2"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSOFFIT ABOVE NEW COLUMN P.L.A.P. 3/16" = 1'-0" ENLARGED FLOOR PLAN A-101.1ENLARGED FLOOR PLAN 3/16"=1'-0"1 A-302 C A-302 D A-301 B A-303 F A-202 2 A-202 1 A-201 1 A-501 1 A-301 A A-201 2 A-401 1 N NEW COLUMN NEW COLUMN CANOPY ABOVE CANOPY ABOVECANOPY ABOVE CANOPY ABOVE (INTERIOR NOT IN SCOPE) 1 A-403 SOFFIT ABOVE SOFFIT ABOVE A-503 3 A-503 1 A-507 1 A-406.1 1 01 02 10 13 03 04 05 06 07 08 09 11 12 14 22 23 25 15 16 17 1819 20 21 A-802 1 BUILDING OFFICIALOR DIRECTOR 001 156 SQFT BUILDING DEPT. MANAGER 002 159 SQFT BREAKROOM 003 401 SQFT ASSISTANT BUILDING OFFICIAL 004 133 SQFT ADMIN 005 69 SQFT ADMIN 006 69 SQFT CHIEF BUILDINGINSPECTOR 007 120 SQFT CHIEF PLUMBINGINSPECTOR 008 121 SQFT CHIEF MECHANICALINSPECTOR 009 121 SQFT CHIEF ELECTRICAL INSPECTOR 010 121 SFQT CALL CENTER 011 181 SQFT FLOOD PLAIN ADMINISTRATOR 014 116 SQFT SR. PLUMBINGINSPECTOR 015 81 SQFT PLUMBINGINSPECTOR 016 81 SQFT CONFERENCE ROOM 017 184 SQFT SR. BUILDING INSPECTOR 012 116 SQFT BUILDING INSPECTOR 013 116 SQFT SR. MECHANICALINSPECTOR 018 81 SQFT MECHANICAL INSPECTOR 019 81 SQFT SR. ELECTRICALINSPECTOR 020 81 SQFT ELECTRICAL INSPECTOR 021 81 SQFT INSPECTOR 023 81 SQFT INSPECTOR 024 81 SQFT SR. BUILDING PLAN EXAMINER 025 81 SQFT INSPECTOR 026 81 SQFT INSPECTOR 027 81 SQFT MEETINGROOM 022 128 SQFT SR. BUILDINGPLAN EXAMINER 028 81 SQFT IT ROOM 029 48 SQFT STRUCTUREPLAN EXAMINER 030 140 SQFT PLANCOORDINATOR 031 105 SQFT BUSINESS CENTERSUPERVISOR 033 BUSINESS CENTERADMINISTRATOR 034 375 SQFT STORAGE 035 78 SQFT PERMITSUPERVISOR 032 110 SQFT JANITOR'SCLOSET 036 33 SQFT WOMEN'S RESTROOM 037 69 SQFT MEN'S RESTROOM 038 69 SQFT WOMEN'S RESTROOM 039 69 SQFT MEN'S RESTROOM 040 49 SQFT JANITOR'S CLOSET 041 42 SQFT UNISEX RESTROOM 042 62 SQFT WAITING AREA 043 633 SQFT MAIN ENTRANCE &LOBBY 044 FUTURE LEASABLEAREA 045 1,044 SQFT ELECTRICALROOM 046 59 SQFT MECHANICALROOM 047 69 SQFT 001 002 003 004 005 006 007 008 009 010 011 012 013 014 016 017 018 019 020 021 022 023 024025 026 027 028 029 030 031 032 033 034 035 036 01 02 03 04 09 10 11 12 13 14 05 06 07 T.O. PAVER +NGVD 7.30' T.O. PAVER +NGVD 7.37' T.O. PAVER +NGVD 7.41' T.O. PAVER +NGVD 8.00' T.O. PAVER +NGVD 8.00' T.O. SLAB +NGVD 8.00' T.O. F.F. +NGVD 8.00' A-503 2 T.O. PAVER +NGVD 7.43' T.O. PAVER +NGVD 8.00' T.O. SLAB +NGVD 8.00' T.O. PAVER +NGVD 7.43' T.O. SLAB +NGVD 8.00' T.O. SLAB +NGVD 8.00' T.O. PAVER +NGVD 7.45' T.O. PAVER +NGVD 7.54' T.O. F.F. +NGVD 8.00' T.O. F.F. +NGVD 8.00' T.O. F.F. +NGVD 8.00' T.O. F.F. +NGVD 8.00' T.O. F.F. +NGVD 8.00' T.O. F.F. +NGVD 8.00' T.O. F.F. +NGVD 8.00' P-05 M-02 M-01 M-12 M-12 M-05 M-12 M-02 M-02 M-07 M-12 M-06 M-07 M-07M-07M-04M-04M-11M-11M-13M-13M-13M-13 M-13 M-13 M-13 M-13 M-13 M-13 M-07 M-01 M-01 M-17 P-08P-10 P-06 P-08 P-08 P-08 P-08 P-08 P-08P-06 P-03 P-01 P-05 P-05 M-14 M-15 P-02 P-04 P-05 P-02 P-01 M-16 P-02 P-02 P-02 P-02 P-02P-05 P-05 M-18 M-19 P-05 P-05 P-06 M-15 P-06 P-05 P-06 M-19 M-14 P-06 P-09P-09 P-06 P-06 P-06P-06 P-06 P-06 P-07 P-07 P-06 P-06 P-06 P-06 P-10 P-06 P-06 P-06 M-13 P-06 P-06 P-06P-06 P-06 P-06 P-06 P-11 E A-302 CANOPY ABOVE36" POST AND WOODEN SLAT FENCE ON CONCRETE CURB A-503 5 A-100.4 4 EXISTING TO REMAIN LEGEND NEW EXTERIOR WALL NEW INTERIOR WALL A-501 2 A-403 2 A-400 1 NEW RAINWATER LEADER NEW RAINWATER LEADER NEW RAINWATER LEADER A-501 3 ROOF OVERHANG ABOVE A-507 10 A-503 4 A-405 1 A-406 1 1. G.C. TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF CANOPY 2. G.C. TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF FENCE. 3. G.C. TO SUBMIT SHOP DRAWINGS FOR INTERIOR AND EXTERIOR SIGNAGE. 4. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. GENERAL NOTES: 24 P-06 A-801 7 A-801 5 CLERK COUNTER 1 CLERK COUNTER 2 X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXCOLUMN EXISTING TO REMAIN 1 7'-3"14'-6"4'-10"3'-10"15'-8"29'-3" 132'-5" 5'-7"28'-3"9'-7"4'-8"13'-3"9'-6"2'-10"9'-2"7'-5"1'-9"8'-1"7'-9"8'-9"8'-0"96'-3"2 3 4 5 6 7 8 9 A B C D E F H I J K L N 0.90.8 12'-3"11'-0" G 5'-6"M http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXFURNITURE PLAN 3/16"=1'-0"1 P.L.A.P. 3/16" = 1'-0" FURNITURE LAYOUT PLAN A-101.2NEXISTING TO REMAIN LEGEND NEW EXTERIOR WALL NEW INTERIOR WALL 01 01 02 02 02 02 09 10 06 03 03 04 04 56 56 BUILDING OFFICIALOR DIRECTOR 001 BUILDING DEPT. MANAGER 002 BREAKROOM 003 ASSISTANT BUILDING OFFICIAL 004 ADMIN 005 ADMIN 006 CHIEF BUILDINGINSPECTOR 007 CHIEF PLUMBINGINSPECTOR 008 CHIEF MECHANICALINSPECTOR 009 CHIEF ELECTRICAL INSPECTOR 010 CALL CENTER 011 FLOOD PLAIN ADMINISTRATOR 014 SR. PLUMBINGINSPECTOR 015 PLUMBINGINSPECTOR 016 CONFERENCE ROOM 017 SR. BUILDING INSPECTOR 012 BUILDING INSPECTOR 013 SR. MECHANICALINSPECTOR 018 MECHANICAL INSPECTOR 019 SR. ELECTRICALINSPECTOR 020 ELECTRICAL INSPECTOR 021 INSPECTOR 023 INSPECTOR 024 SR. BUILDING PLAN EXAMINER 025 INSPECTOR 026 INSPECTOR 027 MEETINGROOM 022 SR. BUILDINGPLAN EXAMINER 028 IT ROOM 029 STRUCTUREPLAN EXAMINER 030 140 SQFT STORAGE 035 JANITOR'SCLOSET 036 WOMEN'S RESTROOM 037 MEN'S RESTROOM 038 WOMEN'S RESTROOM 039 MEN'S RESTROOM 040 JANITOR'S CLOSET 041 UNISEX RESTROOM 042 WAITING AREA 043 MAIN ENTRANCE &LOBBY 044 FUTURE LEASABLEAREA 045 ELECTRICALROOM 046 MECHANICALROOM 047 01 01 08 05 11 15 1314 16 12 17 12 11 2019 18 56 56 10 21 25 25 23 2321 10 10 10 24 24 24 26 27 28 28 28 28 28 28 28 28 28 28 28 28 28 2828 10 10 29 29 32 32 31 31 33 33 30 34 34 04 30 11 28 28 28 28 28 28 35 28 28 28 35 11 11 11 11 11 35 35 35 35 35 11 28 28 36 37 37 36 37 36 37 36 37 36 37 36 37 36 10 12 15 14 13 38 12 10 10 10 4444 39 39 43 43 33 33 40 40 41 41 41 43 33 44 39 12 10 37 49 05 46 46 05 46 05 42 12 10 3749 05 42 12 10 37 49 42 12 10 3749 42 30 42 42 12 10 37 49 05 46 05 12 10 3749 05 4646 12 10 3749 12 10 37 49 05 12 10 37 49 12 10 3749 4646 42 42 42 42 05 46 05 46 48 47 46 05 48 47 12 12 05 0542 05 42 51 52 51 52 51 52 52 51 52 51 50 50 50 51 5251525152 515152 52 54 5355 55 55 55 55 55 5555 55 55 55 55 55 55 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 57 GENERAL NOTES: 1. REFER TO FURNITURE VENDOR'S PLANS AND PRELIMINARY BUDGET LIST FOR ALL OF FURNITURE EQUIPMENT QUOTED FOR THIS PROJECT. 2. REFER TO FURNITURE SCHEDULE SHEET A-601. 3. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. 57 40 58 59 PLANCOORDINATOR 031 105 SQFT BUSINESS CENTERSUPERVISOR 033 BUSINESS CENTERADMINISTRATOR 034 375 SQFT PERMITSUPERVISOR 032 110 SQFT 09 10 11 1010 15 15 15 2121 CLERK COUNTER 1 CLERK COUNTER 2 COLUMN EXISTING TO REMAIN 1 2 3 4 5 6 7 8 9 A B C D E F H I J K L M 8'-0"8'-9"7'-9"9'-10"7'-5"9'-2"2'-10"9'-6"13'-3"4'-8"9'-7"96'-3"7'-3"14'-6"4'-10"3'-10"15'-8"29'-3"28'-3" 125'-2" 5'-7" 0.90.8 12'-3"11'-0" G 5'-6"N 1. G.C.TO COORDINATE REQUIRED DISTANCES AND DIMENSIONS FOR NEW FLOORING. 2. G.G. TO SUBMIT PRODUCT SPECIFICATIONS, DATA AND SAMPLES FOR APPROVAL PRIOR TO ORDER AND INSTALLATION. 3. ALL CARPET SHALL HAVE NOT LESS THAN CLASS B FLAME SPREAD. 4. INTERIOR FINISHES FOR WALLS, CEILINGS, AND FLOORS SHALL COMPLY WITH REQUIREMENT FOR FBC 2023 CHAPTER 8 INTERIOR FINISHES. 5. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXCANOPY ABOVE P.L.A.P. 1/8" = 1'-0" FINISH FLOOR PLAN A-102 FINISH FLOOR PLAN 1/8"=1'-0"1 N EGRESS (INTERIOR NOT IN SCOPE)EGRESS EGRESS FLOOR FINISH LEGEND 1 CARPET 1 2 CARPET 2 3 HONED CONCRETE 4 ESD STATIC CONTROL FLOORING 5 VCT 6 EXISTING TO REMAIN CANOPY ABOVE CANOPY ABOVE CANOPY ABOVE CANOPY ABOVE CANOPY ABOVE BUSINESS CENTERSUPERVISOR 033 122 SQFT STORAGE 035 78 SQFT JANITOR'SCLOSET 036 33 SQFT WOMEN'S RESTROOM 037 69 SQFT MEN'S RESTROOM 038 69 SQFT WOMEN'S RESTROOM 039 69 SQFT MEN'S RESTROOM 040 49 SQFT JANITOR'S CLOSET 041 42 SQFT INSPECTOR 023 81 SQFT INSPECTOR 024 81 SQFT SR. BUILDING PLAN EXAMINER 025 81 SQFT INSPECTOR 026 81 SQFT INSPECTOR 027 81 SQFT SR. BUILDINGPLAN EXAMINER 028 81 SQFT IT ROOM 029 48 SQFT STRUCTUREPLAN EXAMINER 030 140 SQFT BUILDING INSPECTOR 013 116 SQFT FLOOD PLAIN ADMINISTRATOR 014 116 SQFT SR. PLUMBINGINSPECTOR 015 81 SQFT PLUMBINGINSPECTOR 016 81 SQFT CONFERENCE ROOM 017 184 SQFTSR. MECHANICALINSPECTOR 018 81 SQFT MECHANICAL INSPECTOR 019 81 SQFT ELECTRICAL INSPECTOR 021 81 SQFT BREAKROOM 003 401 SQFT ASSISTANT BUILDING OFFICIAL 004 133 SQFT ADMIN 005 65 SQFT ADMIN 006 65 SQFT CHIEF BUILDINGINSPECTOR 007 120 SQFT CHIEF PLUMBINGINSPECTOR 008 121 SQFT CHIEF MECHANICALINSPECTOR 009 121 SQFT CHIEF ELECTRICAL INSPECTOR 010 121 SFQT CALL CENTER 011 181 SQFT PERMITSUPERVISOR 032 110 SQFT MEETINGROOM 022 128 SQFT SR. BUILDING INSPECTOR 012 116 SQFT BUILDING DEPT. MANAGER 002 159 SQFT UNISEX RESTROOM 042 62 SQFT WAITING AREA 043 633 SQFT MAIN ENTRANCE &LOBBY 044 FUTURE LEASABLEAREA 045 1,044 SQFT ELECTRICALROOM 046 59 SQFT MECHANICALROOM 047 69 SQFT BUILDING OFFICIALOR DIRECTOR 001 156 SQFT SR. ELECTRICALINSPECTOR 020 81 SQFT GENERAL NOTES: BUSINESS CENTERADMINISTRATOR 034 375 SQFT PLANCOORDINATOR 031 105 SQFT CLERK COUNTER 1 CLERK COUNTER 2 12 K1W10x12W10x12W10x12W10x12W10x1210 K118 K3W18x35 W14x30 W14x26 20 K420 K420 K420 K420 K420 K420 K420 K420 K418 K318 K312 K110 K112 K110 K1A A A A A A A A A A A A A A A A A A A A A A AA 12 K1 12 K1 12 K1 12 K1 12 K1 A A A A A A FE F4 G4F4 F4 F4 F4 F4 FE F4 F4 F4 F4 F4 F4 FE G4 F4 F4 FE F4 F4 FE F4 FEF4 FEFEF4F4 GE GE G4 GE G4 GE G4 G4 GE G4 G4 G4 G4 CE C CE C CE C HEH H HE H H HE H H H H HHE A A A A A A A A A A S S S A A AAS S S S S S S S S A A S SS S S S S S S S S S S S S S AAS S S S S S S S S S S GE H H D D D 13D 14D I 17D 16D 15D DDDDDDDD I D GE GE GE G4 GE GE GE J J J J J J J GE GEG4G4 D D D D D D D D D D D D D D D D K K K D G4G4 G4 C EM C C C C EM D G4 G4 G4 G4 D G4 G4 L L L L L L L L L L L L L D DDDDDDDDDDDDDDD EL 10'-2 1/2" A.F.F. EXTERIOR CANOPY EXPOSED CEILING EXPOSED CEILING EXPOSED CEILING EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EXTERIOR CANOPY, TRESPA PURA NFC, TROPICAL IPE COLOR, PU30, TYP. CLE.Q. E.Q.E.Q. 8'-0"8'-0"7'-2"5'-0"3'-0"E.Q.5'-0"3'-0"5'-0"3'-0"5'-0"3'-0"3'-11"5'-0"6'-0"3'-7"CLE.Q.E.Q. 2'-4"8'-0"8'-0"4'-10"5'-6"4'-1"4'-1"4'-1"3'-7"3'-7"4'-1"3'-7"3'-7"4'-1"3'-7"CL 4'-0"4'-0"2'-6" CL CL8'-7"5'-9"11'-9"11'-9"11'-9"12'-7"11'-9"7'-4"4'-0"4'-0"5'-9"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"3'-11" CL 3'-7"4'-0"4'-0"4'-0"5'-7" CL CL CL CL CL CL CL CL CL CL CL 3'-7"3'-2"CL 4'-2"2'-0"4'-2"5'-0"4'-0"4'-0"5'-0"4'-3"4'-0"4'-3"CLE.Q.6'-0"2'-3"2'-3"2'-0"2'-3"4'-6"4'-6"4'-6"4'-6"4'-6"3'-10"1'-11"1'-7"5'-0"1'-7"6'-7"3'-3"E.Q.E.Q.1'-11"6'-0"1'-11"8'-0" 5'-5"3'-9"4'-10"4'-10"4'-3"5'-0"4'-3" CLE.Q.E.Q.2'-10"6'-0"3'-0"2'-10"6'-0"3'-2"2'-10"6'-0"3'-2"2'-10"6'-0"3'-2"CL CL5'-11"8'-0"5'-11"2'-7"4'-0"2'-7"CL CL CLE.Q.E.Q.E.Q.E.Q.E.Q.E.Q.2'-3"E.Q.E.Q.4'-11"2'-6"2'-6" 2'-11" CL CL 4'-11"4'-0"4'-0" 4'-11"4'-0"4'-0" CLCLCL5'-8"4'-1"4'-1"4'-1"4'-3"5'-3"4'-1"4'-0" 2'-3"2'-3"2'-3"3'-10"3'-10"3'-10"EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 11'-0 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 8'-10 1/2" A.F.F. EL 8'-8" B.O.CANOPY 4'-7"E.Q.E.Q.4'-0"5'-2" 4'-7"2'-4"3'-10"3'-0"3'-0"1'-10"4'-7"1'-10"2'-7"2'-7"1'-10"4'-7"1'-10"3'-10"3'-10"1'-10"3'-7"1'-10"CL 1'-10"3'-10"6'-0"3'-4"5'-11"5'-11" 8'-0"10'-0"3'-7"7'-3"3'-7"E.Q.E.Q. CL 4'-6"5'-8"3'-8"3'-8"2'-10"2'-10"2'-0"CL 4'-5"5'-10" EXTERIOR CANOPY EXTERIOR CANOPY EXTERIOR CANOPY EXISTING LIGHTING UNDER EXISTING CANOPY TO REMAIN EL 8'-8" B.O.CANOPY EL 8'-8" B.O.CANOPY EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 8'-8" B.O.CANOPY EL 8'-8" B.O.CANOPY EL 8'-8" B.O.CANOPY CL A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. A.F.F. A.F.F. CL CL EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. EL 10'-2 1/2" A.F.F. A.F.F. A.F.F. EL 10'-2 1/2" A.F.F. EL 13'-8" B.O.METAL DECK A.F.F. A.F.F. EL 8'-2 1/2" A.F.F. EL 13'-8" B.O.METAL DECK CL CL CL CL CL 4'-10"4'-1"4'-1"4'-0" CL CL 1'-10"1'-10"4'-7"1'-10" CL CL EL 13'-8" B.O. METAL DECK EL 10'-2 1/2" EL 10'-2 1/2" EL 10'-2 1/2"2'-6"2'-7"EL 8'-2 1/2" EL 8'-2 1/2" EXISTING BEAM TO REMAIN EXPOSED, CLEANED WITH STEEL BRUSH, PATCHED, AND SEALED TO ENHANCE NATURAL LOOK EL 9'- 6" A.F.F. 1 7'-3"14'-6"4'-10"3'-10"15'-8"29'-3" 132'-5" 5'-7"28'-3"9'-7"4'-8"13'-3"9'-6"2'-10"9'-2"7'-5"1'-9"8'-1"7'-9"8'-9"8'-0"96'-3"2 3 4 5 6 7 8 9 A B C D E F H I J K L N 0.90.8 12'-3"11'-0" G 5'-6"M EL 10'-2 1/2" EL 10'-2 1/2"5'-2"2'-4"2'-6" CL 3'-3"6'-7" E.Q. 10"2'-10"4'-3"CL CL 3'-10"1'-11"2'-6"3'-5"4'-0"52'-0"4'-8"ROOF LADDER ACCESS PANEL EXTERIOR CANOPY, TRESPA PURA NFC, TROPICAL IPE COLOR, PU30, TYP. EXTERIOR CANOPY, TRESPA PURA NFC, TROPICAL IPE COLOR, PU30, TYP.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXP.L.A.P. 3/16" = 1'-0" REFLECTIVE CEILING PLAN A-103 2 A-202 2 A-201 1 A-201 1 A-202 REFLECTIVE CEILING PLAN 3/16"=1'-0"1 N 1. SEE ELECTRICAL DRAWING FOR LIGHTING FIXTURE SCHEDULE AND DETAILS. 2. GC TO COORDINATE LOCATION OF ALL REQUIRED CEILING ACCESS PANELS WITH MEP DWGS. WITH ACCORDANCE WITH APPLICABLE BUILDING CODES. 3. FUTURE LEASABLE AREA LIGHTING UNDER SEPRATE CONTRACT, ONLY TEMPORARY LIGHTING IS PROVIDED FOR THE SHELL. 4. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION CEILING LEGEND WOOD PLANK CEILING GYPSUM BOARD (SMOOTH WHITE FINISH - SEE FINISH SCHEDULE A-701) GYPSUM BOARD (SMOOTH BLACK FINISH - SEE FINISH SCHEDULE A-701) 9/16" 12"x48" ARMSTRONG ULTIMA HIGH NRC BEVELED REGULAR FINE TEXTURE EXISTING TO REMAIN EXPOSED CEILING (BLACK FINISH - SEE FINISH SCHEDULE A-701) LIGHTING SENSORS M-08 M-08 M-08 M-09 M-08 M-11 M-08 M-10M-10M-10 M-10 M-10 M-10 P-06 P-06 P-06 P-06 P-06 GENERAL NOTES: LED LIGHT CONTINUOUS LINEAR LED WALL WASH LIGHT FIXTURE 1 7'-3"14'-6"4'-10"3'-10"15'-8"29'-3" 132'-5" 5'-7"28'-3"9'-7"4'-8"13'-3"9'-6"2'-10"9'-2"7'-5"1'-9"8'-1"7'-9"8'-9"8'-0"96'-3"2 3 4 5 6 7 8 9 A B C D E F H I J K L N 0.90.8 12'-3"11'-0" G 5'-6"M http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXROOF PLAN P.L.A.P. 3/16" = 1'-0" ROOF PLAN A-104N 3/16"=1'-0"1 EL +15'-0" T.O. ROOF EL +18'-4" T.O. ROOF AREA A AREA D EL +16'-0" T.O. PARAPET EL +16'-0" T.O. PARAPET EL +13'-0" T.O. PARAPET EXISTING TO REMAIN NEW CANOPY NEW ROOFING SYSTEM EL +8'-8" B.O. CANOPY NEW HVAC RTU SEE MECHANICAL FOR DETAILS NEW HVAC RTU SEE MECHANICAL FOR DETAILS NEW HVAC RTU SEE MECHANICAL FOR DETAILS 3 A-407 CONTINUOUS LINEAR LED WALL WASH LIGHT FIXTURE SHADING LEGEND A-508 1 A-508 2 A-508 6 EL +8'-8" B.O. CANOPY EL +8'-8" B.O. CANOPY EL +8'-8" B.O. CANOPY EL +8'-8" B.O. CANOPY A-508 6 A-508 5 A-508 3 A-508 4 EL +8'-8" B.O. CANOPY EL +23'-3" T.O. STRUCTURE EL +13'-0" T.O. ROOF AREA B EL +15'-0" T.O. ROOF AREA C EL +19'-4" T.O. PARAPET EL +27'-0" T.O. PARAPET A-407 4 A-508 8 SHADING LEGEND NEW TPO ROOF NOA: 19-1023.05 NEW TPO ROOF NOA: 19-1023.05 NEW TPO ROOF NOA: 19-1023.05 NEW TPO ROOF NOA: 19-1023.05 A-508 7 A-508 7 A-508 7 GENERAL NOTES: EL +16'-0" T.O. PARAPET A-502 3 EXISTING ROOF DRAINS TO REMAIN EXISTING ROOF DRAINS TO REMAIN NEW RWL NEW RWL NEW RWL NEW RWL 1. SEE SHEET A-509 FOR ROOFING PATCHING DETAILS. 2. G.C. TO SUBMIT ROOFING CORE SAMPLES FOR EXISTING ROOFING ASSEMBLY. 3. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION 4. G.C. SHALL IDENTIFY AND FIELD VERIFY EXISTING ROOF DOWN PIPE ROUTES FROM ROOF TO EXISTING FLOOR SLAB AND REPORT ANY DEVIATIONS FROM PLANS. 5. PROVIDE SPLASH BLOCK AT DISCHARGE END OF RAIN WATER LEADER. COLOR TO MATCH RAIN WATER LEADER. 6. FIELD VERIFY ALL DIMENSIONS AND ELEVATION OF ROOF STRUCTURE PRIOR TO PREPARATION OF ROOF SHOP DRAWINGS. 1 1 1 1 1 1 2 2 2 2 3 3 33 3 3 1' 3 333 ROOF UPLIFTING PLAN N.T.S.2 ROOFING UPLIFTS THE ROOFING UPLIFTS LOADS PROVIDED ARE BASED ON ASCE 7-16. THE LOADS ARE SERVICE/ASD PRESSURES. ZONE 2 ZONE 3 ZONE 1' ZONE 1 141 PSF 103.0 PSF 78.3 PSF 45.0 PSF ROOF AREA 4.5(IN/HR) ROOF GUTTER CALCULATIONS 322.70 SF RAINFALL INTENSITY PER HOUR 37.22 GPM TOTAL FLOW RATE (DETERMINED IN ACCORDANCE WITH TABLE 1106.6 OF THE INTERNATIONAL PLUMBING CODE) 2 -1/2" x 2 -1/2" VERTICAL LEADER SIZING (INCHES) 1 619.14 SF 71.41 GPM2 310.40 SF 35.80 GPM3 131.77 SF 15.20 GPM4 2" x 4"4.5(IN/HR) 4.5(IN/HR) 4.5(IN/HR) 2 -1/2" x 2 -1/2" 2" x 4" AREA 1 AREA AREA 2 AREA 3 AREA 4 9 16'-0"23'-1" 8 7 6 5 4 3 2 1 5'-0" 0.9 0.8 A B C D E F G H I J K L M 4'-11"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEX ELEVATIONS A-201 P.L. 3/16" = 1'-0" NORTH ELEVATION 3/16"=1'-0"1 WEST ELEVATION 3/16"=1'-0"2 RADIATOR END A-801 3 A-801 4 A-407 1 027032033 009 1314 001 2104 20 TYP. OF 3 BOLLARDS A.P. DUMPSTER DUMPSTER GENERATOR MTU GS200 SEE MECHANICAL FOR DETAILS. T.O.PARAPET EL. +27'-0" NAVD29, + 34.8' T.O.STRUCTURE EL. +23'-3" NAVD29, + 31.05' T.O.PARAPET EL. +16'-0" NAVD29, + 23.8' T.O.WINDOW R.O. EL. +8'-8" NAVD29, + 16.5' T.O EXIST. FLOOR SLAB EL. +0'-0" NAVD29, + 7.8' T.O.PARAPET EL. +27'-0" NAVD29, + 34.8' T.O.STRUCTURE EL. +23'-3" NAVD29, + 31.05' T.O.PARAPET EL. +16'-0" NAVD29, + 23.8' T.O.WINDOW R.O. EL. +8'-8" NAVD29, + 16.5' T.O EXIST. FLOOR SLAB EL. +0'-0" NAVD29, + 7.8' + 45 PSF - 48.7 PSF + 45 PSF - 48.7 PSF + 45 PSF - 48.7 PSF + 45 PSF - 59.9 PSF + 45 PSF - 59.9 PSF + 45 PSF - 59.9 PSF F.F.E. EL. +0'-2 1/2" NAVD29, + 8' F.F.E. EL. +0'-2 1/2" NAVD29, + 8' 0506070809 12 11 10 01 NEW WOOD CLADDING EXISTING TILE TO REMAIN & PRESSURE WASHED NEW ALUMINUM CANOPY, GC SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS, PAINTED MAT BLACK FINISH, TYP. EXISTING STUCCO WALL TO BE REPAINTED NEW RAINWATER LEADER NEW RAINWATER LEADER NEW RAINWATER LEADER FENCE ON CURB + 45 PSF - 59.9 PSF + 45 PSF - 48.7 PSF + 45 PSF - 59.9 PSF + 45 PSF - 59.9 PSF + 45 PSF - 59.9 PSF GENERAL NOTES: EXTERIOR CLADDING TRESPA PURA NFC FLUSH COMPOSITE SIDING SYSTEM NOA NO.24.0228.04 OR SIMILAR APPROVED, COLOR SHALL BE METROLPOLIS BLACK PUL 9000 EXTERIOR CLADDING TRESPA PURA NFC FLUSH COMPOSITE SIDING SYSTEM NOA NO.24.0228.04 OR SIMILAR APPROVED, COLOR METROPOLIS BLACK PUL9000 NEW RAINWATER LEADER, PAINTED TO MATCH COLOR WALL SURFACE, TYP. A-407 2 1. THE WIND PRESSURE PROVIDED CONFORMTO ASCE 7-22, SERVICE / ASD LOADS. 2. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. EXISTING TO REMAIN NEW ADDITION SHADING LEGEND + 45 PSF - 48.7 PSF PARAPET CAP BY CLADDING VENDOR, COLOR SHALL MATCH WALL PANEL EXTERIOR CLADDING TRESPA PURA NFC FLUSH COMPOSITE SIDING SYSTEM NOA NO.24.0228.04 OR SIMILAR APPROVED, COLOR TROPICAL IPE, PU30 ALUMINUM LADDER SHALL BE PAINTED MAT BLACK FINISH EXTERIOR CLADDING TRESPA PURA NFC FLUSH COMPOSITE SIDING SYSTEM NOA NO.24.0228.04 OR SIMILAR APPROVED, COLOR TROPICAL IPE, PU30 4'-4"41'-2" NEW PERIMETER WALL M ABCDEFGHIJKL 56'-7"16'-0"1 2 3 4 5 6 7 8 90.90.8 http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEX ELEVATIONS A-202 P.L. 3/16" = 1'-0" EAST ELEVATION 3/16"=1'-0"1 SOUTH ELEVATION 3/16"=1'-0"2 151617 006 034 035 19 036 A.P. DUMPSTER T.O.PARAPET EL. +27'-0" NAVD29, + 34.8' T.O.STRUCTURE EL. +23'-3" NAVD29, + 31.05' T.O.PARAPET EL. +16'-0" NAVD29, + 23.8' T.O.WINDOW R.O. EL. +8'-8" NAVD29, + 16.5' T.O EXIST. FLOOR SLAB EL. +0'-0" NAVD29, + 7.8' DUMPSTER T.O.PARAPET EL. +27'-0" NAVD29, + 34.8' T.O.STRUCTURE EL. +23'-3" NAVD29, + 31.05' T.O.PARAPET EL. +16'-0" NAVD29, + 23.8' T.O.WINDOW R.O. EL. +8'-8" NAVD29, + 16.5' T.O EXIST. FLOOR SLAB EL. +0'-0" NAVD29, + 7.8' + 45 PSF - 48.7 PSF + 45 PSF - 48.7PSF + 45 PSF - 59.9 PSF F.F.E. EL. +0'-2 1/2" NAVD29, + 8' F.F.E. EL. +0'-2 1/2" NAVD29, + 8' 18 FENCE ON CURB NEW RWL NEW RWL + 45 PSF - 48.7 PSF + 45 PSF - 48.7 PSF + 45 PSF - 48.7PSF + 45 PSF - 48.7PSF + 45 PSF - 48.7PSF EXTERIOR CLADDING TRESPA PURA NFC FLUSH COMPOSITE SIDING SYSTEM NOA NO.24.0228.04 OR SIMILAR APPROVED GENERAL NOTES: 1. THE WIND PRESSURE PROVIDED CONFORMTO ASCE 7-22, SERVICE / ASD LOADS. 2. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. EXISTING TO REMAIN NEW ADDITION SHADING LEGEND + 45 PSF - 48.7PSF http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXNORTHEAST PERSPECTIVE VIEW P.L.A.P. N.I.C. PERSPECTIVE VIEWS A-203 N.T.S.1 NORTHWEST PERSPECTIVE VIEW N.T.S.3 SOUTHEAST PERSPECTIVE VIEW N.T.S.2 SOUTHWEST PERSPECTIVE VIEW N.T.S.4 NORTH PERSPECTIVE VIEW N.T.S.5 PERSPECTIVE VIEW N.T.S.6 9 8 7 6 5 4 3 2 1 0.9 0.8 HJKLMN G BCDEF http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSECTIONS A-301 P.L. / I.B. 3/16" = 1'-0" SECTION A T.O.STRUCTURE EL. +23'-3 1/2" T.O.PARAPET EL. +19'-4" B.O.CEILING EL. +10'-2 1/2" 3/16"=1'-0"A B.O METAL DECK EL. +13'-8" B.O.CEILING EL. +9'-2 1/2" T.O.FINISH FLOOR EL. +0'-2 1/2" CONCRETE SLAB EL. +0'-0" SECTION B 3/16"=1'-0"B T.O.PARAPET STR. EL. +16'-0" B.O.CEILING EL. +10'-2 1/2" B.O METAL DECK EL. +13'-8" T.O.FINISH FLOOR EL. +0'-2 1/2" CONCRETE SLAB EL. +0'-0" A.P. A-502 1 (INTERIOR NOT IN SCOPE) FUTURE LEASABLEAREA 045 1,044 SQFT 26 031 028 026 11 MEETINGROOM 022 128 SQFT SR. ELECTRICALINSPECTOR 020 81 SQFT ELECTRICAL INSPECTOR 021 81 SQFT CHIEF ELECTRICAL INSPECTOR 010 121 SFQT 03 01 001 BUILDING OFFICIALOR DIRECTOR 001 156 SQFT 18 CALL CENTER 011 181 SQFT 005 007 003 01303 012 04 05 011 010 06 009 CHIEF ELECTRICAL INSPECTOR 010 121 SFQT CHIEF BUILDINGINSPECTOR 007 120 SQFT CHIEF PLUMBINGINSPECTOR 008 121 SQFT CHIEF MECHANICALINSPECTOR 009 121 SQFT EXISTING STRUCTURE NEW ADDITIONEXISTING STRUCTURE PAINTED DRYWALL FINISH EXISTING STUCCO ON EXISTING BLOCK NEW WALL PARTITION NEW INTERIOR STOREFRONT EXPOSED CEILING ACOUSTIC CEILING TILE SEE RCP PAINTED DRYWALL FINISH PAINTED DRYWALL FINISH EXPOSED STRUCTURE NEW T.P.O. ROOF EXISTING ROOF WOOD CLADDING NEW ALUMINUM CANOPY EXISTING PILE CAP EXISTING STUCCO ON EXISTING BLOCK NEW ALUMINUM CANOPY EXISTING PILE CAP EXISTING PILE CAP NEW T.P.O. ROOF EXISTING ROOF NEW T.P.O. ROOF EXISTING ROOF WOOD CLADDING NEW ALUMINUM CANOPY NEW PILE CAP SEE STRUCTURAL T & G CEILING SEE RCP WOOD SIDING ACT CEILING SEE RCP T.O.PARAPET STR. EL. +16'- 0" PROPERTY BOUNDARY PROPERTY BOUNDARY PEDESTRIAN WALKWAY STREET 3 21 GENERAL NOTES: 1. EXISTING STUCCO TO REMAIN. REPAIR AS NEEDED 2. G.C. TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF CANOPY. 3. G.C. TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF FENCE 4. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. EXISTING TO REMAIN NEW ADDITION SHADING LEGEND 10.90.8 HJKLMN G 43 5 M N http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSECTIONS A-302 P.L. / I.B. 3/16" = 1'-0" SECTION C T.O.PARAPET STR. EL. +16'-0" B.O.CEILING EL. +10'-2 1/2" 3/16"=1'-0"C SECTION D 3/16"=1'-0"D B.O.METAL DECK EL. +13'-8" T.O.FINISH FLOOR EL. +0'-2 1/2" CONCRETE SLAB EL. +0'-0" T.O.FINISH FLOOR EL. +0'-2 1/2" CONCRETE SLAB EL. +0'-0" SECTION E B.O.CEILING EL. +10'-2 1/2" 3/16"=1'-0"E B.O.METAL DECK EL. +13'-8" T.O.FINISH FLOOR EL. +0'-2 1/2" CONCRETE SLAB EL. +0'-0" SECTION F 3/16"=1'-0"F T.O.FINISH FLOOR EL. +0'-2 1/2" CONCRETE SLAB EL. +0'-0" B.O.CEILING EL. +9'-2 1/2" A.P. T.O.PARAPET STR. EL. +16'-0" B.O.CEILING EL. +10'-2 1/2" B.O.METAL DECK EL. +13'-8" B.O.CEILING EL. +9'-2 1/2" T.O.PARAPET STR. EL. +16'-0" B.O.CEILING EL. +10'-2 1/2" B.O.METAL DECK EL. +13'-8" 23 17027 T.O.PARAPET EL. +19'-4" B.O.SOFFIT EL. +8'-10 1/2" 0101 19 BREAKROOM 003 401 SQFT ASSISTANT BUILDING OFFICIAL 004 133 SQFT ADMIN 005 65 SQFT ASSISTANT BUILDING OFFICIAL 004 133 SQFT 004001 20 BUILDING DEPT. MANAGER 002 159 SQFT IT ROOM 029 48 SQFTWAITING AREA 043 633 SQFT EXISTING STRUCTURENEW ADDITION NEW STRUCTUREEXISTING STRUCTURE NEW STRUCTURE EXISTING STRUCTURE NEW PILE CAP SEE STRUCTURAL EXISTING PILE CAP SEE STRUCTURAL EXPOSED CEILING WOOD CLADDING NEW ALUMINUM CANOPY ACT CEILING SEE RCP GYPSUM BOARD CEILING SEE RCP T & G CEILING SEE RCP NEW STRUCTURAL WD. TRUSS SEE STRUCTURAL 003 WOOD CLADDING NEW ALUMINUM CANOPY ACT CEILING SEE RCP NEW PILE CAP SEE STRUCTURAL EXISTING ROOF GYPSUM BOARD CEILING SEE RCP EXISTING PILE CAP SEE STRUCTURAL NEW T.P.O. ROOF WOOD CLADDING WOOD CLADDING EXISTING PILE CAP SEE STRUCTURAL NEW ALUMINUM CANOPY NEW T.P.O. ROOF NEW T.P.O. ROOF WOOD CLADDING NEW ALUMINUM CANOPY NEW PILE CAP SEE STRUCTURAL NEW PILE CAP SEE STRUCTURAL NEW ROOF T.P.O. GYPSUM BOARD CEILING SEE RCP GYPSUM BOARD CEILING SEE RCP EXISTING ROOF A-502 2 GYPSUM BOARD CEILING NEW T.P.O. ROOF PROPERTY BOUNDARY PROPERTY BOUNDARY A-506 1 02 GENERAL NOTES: 1. EXISTING STUCCO TO REMAIN. REPAIR AS NEEDED 2. G.C. TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF CANOPY. 3. G.C. TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF FENCE 4. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. EXISTING TO REMAIN NEW ADDITION SHADING LEGEND 3'-10"10'-0"1'-0"3'-9"19'-8" 2'-11"5'-9"8'-9"3"1'-0"2" 3"5'-6"5'-9"5'-6"3"3"8'-6"3"2'-6"9"1'-0"1'-0"1'-0"1'-10"3'-1"OPENOPEN 3 A-400 4 A-400 1'-0"2'-7"1'-4"2'-8" 19'-4" 2'-0"9'-0"1'-7"5"1'-0"1'-0" 2'-0"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSHELVING MILLWORK A-400 I.B. AS SHOWN STORAGE ELEVATION TO F.F. EL. +0'-2 1/2" TO F.F. EL. +0'-2 1/2" 3/8"=1'-0"1 STORAGE SECTION 3/8"=1'-0"2 STORAGE CROSS SECTION 3/8"=1'-0"3 PAINTED WOODEN SHELF PAINTED WOODEN SHELF DRAWER CUT-OUT FOR HAND PULL DRAWER CUT-OUT FOR HAND PULL PAINTED WOODEN SHELF PAINTED WOODEN SHELFSTEEL SUPPORT BRACKET DRAWERS WITH CUT-OUT FOR HAND PULL PAINTED WOODEN PANEL STEEL SUPPORT BRACKET NEW WOOD FINISH PANEL SEE FINISH SCHEDULE ALUMINUM TRIM FROSTED GLASS DOOR STORAGE CROSS SECTION 3/8"=1'-0"4 EXISTING BLOCK WALL EXISTING BLOCK WALL TO F.F. EL. +0'-2 1/2" NEW WOOD FINISH PANEL SEE FINISH SCHEDULE A.P. EXISTING ELECTRICAL ROOM SOFFITSOFFIT B.O. SOFFIT EL. +10'-2 1/2" B.O. SOFFIT EL. +10'-2 1/2" TO F.F. EL. +0'-2 1/2" B.O. SOFFIT EL. +10'-2 1/2" EXISTING ELECTRICAL ROOM B.O. SOFFIT EL. +10'-2 1/2" EXISTING TO REMAIN NEW ADDITION GENERAL NOTES: 1. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. 2. G.C. SHALL SUBMIT MILLWORK SHOP DRAWINGS AND MATERIAL FINISHES FOR A.O.R. APPROVAL SHADING LEGEND EXISTING JOIST EXISTING JOIST EXISTING JOISTS EXISTING JOISTS N 2'-2"3'-4"8'-6"10"4'-0"4'-0"4'-0"2'-10" 0.80.9 6'-10"10'-8" 70" TV SCREEN 2'-10"3'-6"1'-8"2'-0"CL 0.8 10.9 6'-0"2'-3" 6'-2"4"8"3'-0"19'-7" 3'-0"2'-9"2'-10"3'-6"8'-6"1'-8"1'-6"3'-4"6"N http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXBREAKROOM ELEVATIONS A-401 I.B. AS SHOWN BREAKROOM ELEVATION 3/8"=1'-0"3 BREAKROOM ELEVATION 3/8"=1'-0"4 BREAKROOM ELEVATION 3/8"=1'-0"5 BREAKROOM ELEVATION 3/8"=1'-0"2 TO F.F. EL. +0'-2 1/2" B.O. WINDOW EL. +6'-4" TO F.F. EL. +0'-2 1/2" B.O. METAL DECK EL. +13'-10" B.O. METAL DECK EL. +13'-10" BREAKROOM BLOW-UP 3/8"=1'-0"1 2 5 3 4 A-401 TV PROVIDED BY OWNER TO F.F. EL. +0'-2 1/2" B.O. METAL DECK EL. +13'-10" TO F.F. EL. +0'-2 1/2" B.O. METAL DECK EL. +13'-10" A-402 1 A-402 2 B.O. WINDOW EL. +6'-4" TV PROVIDED BY OWNER TV PROVIDED BY OWNER A.P. B.O. CEILING EL. +11'-0 1/2" B.O. CEILING EL. +11'-0 1/2" 70" TV SCREEN 25"X18" SINK 29"X16" MICROWAVE 36"X32" REFRIGERATOR FILLER PANEL TO MATCH CABINETS SOFFIT B.O. WINDOW EL. +6'-4" CL 1 DIFFUSER SEE MECHANICAL B.O. SOFFIT EL. +9'-6" B.O. CEILING EL. +11'-0 1/2" B.O. SOFFIT EL. +9'-6" B.O. CEILING EL. +11'-0 1/2" B.O. SOFFIT EL. +9'-6" NEW ADDITION EXISTING EXISTING NEW ADDITION 1 N 19 19 19 19 005 006 006005 ACOUSTICAL WOODEN PANELS 1. G.C. SHALL SUBMIT SHOP DRAWINGS TO AOR/EOR FOR APPROVAL PRIOR TO ORDERING OF KITCHEN AND MILLWORK SYSTEM. 2. GC SHALL COORDINATE PLYWOOD BACKING DETAIL HEIGHT WITH KITCHEN AND MILLWORK SYSTEMS THAT WILL BE MOUNTED ON THE WALL. 3. INSTA HOT WATER TO BE CHRONOMITE MODEL #CM-20L/208V. 4.1KM=W 20AMPS. 4. KITCHEN MILLWORK AND CABINETS INTERIOR WILL BE FORMICA - 932 ANTIQUE WHITE FINISH. 5. KRNS DEX 25" UNDERMOUNT SINGLE BOWL KITCHEN SINK (KA1A25B) OR SIMILAR APPROVED. 6. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. GENERAL NOTES: 29"BOTTOM OF APRONPER ADA 4.19.22'-10"42"20"15 1/2"15"2'-10"42"20"15 1/2"15"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXKITCHEN AND MILLWORK A-402 I.B. AS SHOWN TYP. SINK SECTION / ELEVATION MILLWORK SECTION / ELEVATION23/4"=1'-0" 1 3/4"=1'-0" HANGER CLEAT 3/4" PLYWOOD SEE NOTE #3 1/4" PLYWOOD BACK STONE COUNTER TOP (DESIGN #1016L) OR SIMILAR APPROVED 3/4" PLYWOOD. SEE NOTE #3 3/4" PLYWOOD. SEE NOTE #3 PULL HANDLES ADJUSTABLE SHELF PULL HANDLE HOLES IN SIDES OF CABINET FOR SHELF SUPPORT PINS RECESSED LINEAR LIGHTING FIXTURE TO F.F. EL. +0'-2 1/2" B.O. SOFFIT EL. +9'-6"FILLER PANEL TO MATCH CABINETS TO F.F. EL. +0'-2 1/2" B.O. SOFFIT EL. +9'-6" TO F.F. EL. +0'-2 1/2" B.O. SOFFIT EL. +9'-6" TO F.F. EL. +0'-2 1/2" B.O. SOFFIT EL. +9'-6" 3/4" PLYWOOD SEE NOTE #3 ADA COMPLIANT SINK AS SCHEDULED SEE NOTE #4 ADA COMPLIANT FAUCET AS SCHEDULED 3/4" PLYWOOD SEE NOTE #3 ADJUSTABLE SHELF PULL HANDLE HOLES IN SIDES OF CABINET FOR SHELF SUPPORT PINS FILLER PANEL TO MATCH CABINETS RECESSED LINEAR LIGHTING FIXTURE HANGER CLEAT HANGER CLEAT HANGER CLEAT A.P. 1. G.C. SHALL SUBMIT SHOP DRAWINGS TO AOR/EOR FOR APPROVAL PRIOR TO ORDERING OF KITCHEN AND MILLWORK SYSTEM. 2. GC SHALL COORDINATE PLYWOOD BACKING DETAIL HEIGHT WITH KITCHEN AND MILLWORK SYSTEMS THAT WILL BE MOUNTED ON THE WALL. 3. INSTA HOT WATER TO BE CHRONOMITE MODEL #CM-20L/208V. 4.1KM=W 20AMPS. 4. KITCHEN MILLWORK AND CABINETS INTERIOR WILL BE FORMICA - 932 ANTIQUE WHITE FINISH. 5. KRNS DEX 25" UNDERMOUNT SINGLE BOWL KITCHEN SINK (KA1A25B) OR SIMILAR APPROVED. 6. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. GENERAL NOTES: R13 FIBER GLASS INSULATION S.T.C. 521/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 3/4" PLYWOOD BACKING TYP. PLYWOOD BACKING DETAIL31-1/2"=1'-0"SEE GENERAL NOTE #2 50" SCREEN50" SCREEN 50" SCREEN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXLOBBY INTERIOR ELEVATIONS A-403 P.L. AS SHOWN LOBBY INTERIOR ELEVATION 3/8"=1'-0"1 B.O METAL DECK EL. +13'-10" T.O.FINISH FLOOR EL. +0'-2 1/2" CONCRETE SLAB EL. +0'-0" LOBBY INTERIOR ELEVATION 3/8"=1'-0"2 026 028 A.P. B.O.CEILING EL. +9'-0" B.O.CEILING EL. +10'-2 1/2" 22 T.O.FINISH FLOOR EL. +0'-2 1/2" CONCRETE SLAB EL. +0'-0" B.O.CEILING EL. +10'-2 1/2" 25 SEE SHEET 7 / A-801 PAINTED DRYWALL SEE FINISH SCHEDULE PAINTED DRYWALL SEE FINISH SCHEDULE BULLETPROOF TRANSACTION WINDOW WITH SPEAKER AND DEAL TRAY SEE WINDOW SCHEDULE UNISEX BATHROOM DOOR SEE DOOR SCHEDULE TV / MONITOR PROVIDED BY OWNER (TYP. OF 3) WOODEN PLANK CLADDING SEE FINISH SCHEDULE 4'-6"4'-0"4'-0"10" EXPOSED CONCRETE BEAM TO REMAIN WALL MOUNTED LIGHT FIXTUREEXPOSED BRICK TO REMAIN 2324 3'-5"BULLETPROOF TRANSACTION WINDOW WITH SPEAKER AND DEAL TRAY SEE WINDOW SCHEDULE FABRIC PARTITION WALL 1 2 4 CL 1'-0" OF OUTLET 69.5"MOUNTING HEIGHTOFF FLOOR34" MAX ADAINSTALLATION36" MAX.MOUNTINGOFF FLOOR23 1/8"STANDARDINSTALLATION50"FROM THE TOP OF THEBACKPLATE TO THE FLOORUTILITY FAUCET WITH TOP BRACKET AND BUCKET HOOK 1'-6" MAX.36" MIN14"3 5 7 8 9 106 CL CL CL CL CL CL CL CL 2'-0"1'-11"1'-2"1'-4" 2'-11" CL 36"48" 1'-11"1'-6"3'-0"1'-5" FINISH FLOOR12 5/6"STANDARDINSTALLATION27"ADA REQUIREMENT12 A-404 RESTROOM SCHEDULE AND DETAILS P.L. AS SHOWN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXRESTROOMS MOUNTING HEIGHTS 3/8"=1'-0"1 TILE TRIM DETAIL 1/2"=1'-0"4BOTTLE FILLING STATION TOP VIEW 1/2"=1'-0"2 BOTTLE FILLING STATION FRONT AND SIDE VIEW 1/2"=1'-0"3 FINISH FLOOR ADA GENERAL RESTROOM NOTES TOILET ROOMS SHALL CONFORM TO ALL ACCESSIBILITY REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT (ADA)" INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: A. WATER CLOSETS SEAT HEIGHT - 19" A.F.F. B. CENTER LINE OF WATER CLOSET - 18" FROM SIDE WALL C. TOILET PAPER DISPENSER - 36" MAX. FROM REAR WALL, 19" MIN. A.F.F. D. KNEE CLEARANCE AT LAVATORY - APRON 29" MIN. HT., 8" MIN. DEPTH E. LAVATORY DEPTH - 17" MIN. F. LAVATORY HOT WATER AND DRAIN PIPES INSULATED WHEREVER EXPOSED & THERE SHALL BE NO SHARP OR ABRASIVE SURFACES G. LAVATORY RIM SURFACE - 34" MAX. A.F.F. H. INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE MOUNTED IN THE VICINITY OF MAIN ENTRY I. ALL DIMENSIONS ARE TO FINISHES ALUMINUM TRIM TILE SUBSTRATE TILE RESTROOM FIXTURES AND ACCESSORIES NO.DESCRIPTION MODEL NO. (OR SIMILAR APPROVED)MOUNTING HEIGHT 19" x 24" WALL-MOUNT BATHROOM SINK 39656000 34" T.O.U. 24"X36" FIXED POSITION TILTED MIRROR B-293-2493 69.5" B.O.U. AUTOMATIC WALL-MOUNTED FOAM SOAP DISPENSER B-2013 57 6/16" F.F DYSON AIRBLADE V (S.S)AB12 50" T.O.U. 48" STRAIGHT GRAB BAR B-9806X48 36" CL. 36" STRAIGHT GRAB BAR B-9806X36 36" CL. TOILET WITH MACH® TRIPOINT® TOUCHLESS K-PR96057-T3D-NA BABY STATION HORIZONTAL SURFACE-MOUNTED KB310-SSWM 23 1/8" B.O.U. FLOOR-MOUNT CORNER SERVICE SINK K-6710-0 SURFACE MOUNTED TOILET TISSUE, SEAT COVER DISPENSER AND WASTE DISPOSAL B-30919 14" A.F.F TOUCHLESS FAUCET WITH KINESIS® SENSOR K-103S36-SANA-CP ELKAY EZH2O® BOTTLE FILLING STATION VRCGRNTL8WSK 12 5/6" B.O.U. ABBREVIATIONS: T.O.U. = TOP OF UNIT B.O.U. = BOTTOM OF UNIT HCP = HANDICAP CL = CENTER LINE A.F.F = ABOVE FINISH FLOOR NOTE: HOT WATER & ALL OTHER DRAIN PIPES UNDER ALL LAVATORIES SHALL BE INSULATED AND THERE SHALL BE NO SHARP OR ABRASIVE SURFACES. 1 2 3 4 5 6 7 8 9 10 11 12 FINISH FLOOR NOTES: ·GRAB BARS TO RESIST MINIMUM 250 LBS FORCE. ·PROVIDE BLOCKING/ BRACING/ REINFORCEMENTS OF WALL TO SUPPORT GRAB BARS AND REQUIRED LOADING. ·SEE FINISH SCHEDULE FOR FINAL FINISHES F-1 PAINTED F-2 PROC. TILE 1 F-3 PROC. TILE 2 F-4 CONCRETE REFER TO FINISH SCHEDULE A-600 FINISH LEGEND: A.P. FINISH FLOOR 1. ALL GLASS / GLAZING SHALL COMPLY WITH FBC 2023 8TH EDITION SECTION 2406 SAFETY GLAZING. 2. ALL FIXTURES, ACCESSORIES AND FINISHES ARE NEW UNLESS OTHERWISE SPECIFIED. 3. ALL REQUIRED CLEARANCES AND DIMENSIONS ARE FINISH-TO-FINISH, AND ABOVE FINISH FLOOR. 4. G.C. TO COORDINATE ALL REQUIRED BACKING FOR INSTALLATION OF FIXTURES EQUIPMENT WITH VENDORS & INSTALLERS. 5. G.C. TO PROVIDE BLOCKING OF WALL FOR LATER INSTALLATION OF GRAB BARS AND THE PROVISION OF REMOVABLE BASE CABINETRY BELOW THE LAVATORY. 6. G.C. TO REFER TO INDEX II ACCESSIBILITY NOTES FOR ADA REQUIREMENTS & STANDARDS RELATED TO CLEARANCES. 7. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. GENERAL NOTES: A-405 ENLARGED TENANT RESTROOM DETAILS AS SHOWN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXTENANT RESTROOMS BLOW-UP13/8"=1'-0" 2 4 5 3 A-405 7 4 6 11 WOMEN'S RESTROOM ELEVATION 3 6 7 10 4 8 3/8"=1'-0"2 6 8 9 7 A-405 10 12 13 11 A-405 3/8"=1'-0"93/8"=1'-0"3/8"=1'-0"876MEN'S RESTROOM ELEVATION MEN'S RESTROOM ELEVATION MEN'S RESTROOM ELEVATION JANITOR'S CLOSET ELEVATION 3/8"=1'-0"3/8"=1'-0"3/8"=1'-0"113/8"=1'-0"10 JANITOR'S CLOSET ELEVATION JANITOR'S CLOSET ELEVATION JANITOR'S CLOSET ELEVATION1213 029 030 031 031 030 029 8'-9" 1'-11" CL 7'-4"6'-1"CL 8'-2" CL 2'-6"5'-1" 3'-1" 2 17510 RESTROOM FIXTURES AND ACCESSORIES NO.DESCRIPTION MOUNTING HEIGHT 19" x 24" WALL-MOUNT BATHROOM SINK 34" T.O.U. 24"X36" FIXED POSITION TILTED MIRROR 69.5" B.O.U. AUTOMATIC WALL-MOUNTED FOAM SOAP DISPENSER 57 6/16" F.F DYSON AIRBLADE V (S.S)50" T.O.U. 48" STRAIGHT GRAB BAR 36" CL. 36" STRAIGHT GRAB BAR 36" CL. TOILET WITH MACH® TRIPOINT® TOUCHLESS BABY STATION HORIZONTAL SURFACE-MOUNTED 23 1/8" B.O.U. FLOOR-MOUNT CORNER SERVICE SINK SURFACE MOUNTED TOILET TISSUE, SEAT COVER DISPENSER AND WASTE DISPOSAL 14" A.F.F TOUCHLESS FAUCET WITH KINESIS® SENSOR ELKAY EZH2O® BOTTLE FILLING STATION 12 5/6" B.O.U. ABBREVIATIONS: T.O.U. = TOP OF UNIT B.O.U. = BOTTOM OF UNIT HCP = HANDICAP CL = CENTER LINE A.F.F = ABOVE FINISH FLOOR NOTE: HOT WATER & ALL OTHER DRAIN PIPES UNDER ALL LAVATORIES SHALL BE INSULATED AND THERE SHALL BE NO SHARP OR ABRASIVE SURFACES. 1 2 3 4 5 6 7 8 9 10 11 12 3 8 6 5 10 11 2 1 3 9 2 9 3 11 1 5 4 11 1 5 10 6 8 2 3 11 1 23 6 11 1 1'-5" CL1'-3"1'-11"WOMEN'S RESTROOM 039 69 SQFT MEN'S RESTROOM 040 49 SQFT JANITOR'S CLOSET 041 42 SQFT 42'-8"T.O. CELING EL. +10'-2 1/2" T.O. CELING EL. +10'-2 1/2" T.O. CELING EL. +10'-2 1/2" T.O. CELING EL. +10'-2 1/2" F-4 MEN'S RESTROOM ELEVATION 3/8"=1'-0" 4 67 2 7 510 6 7 10 5 T.O. CELING EL. +10'-2 1/2" T.O. CELING EL. +10'-2 1/2" T.O. CELING EL. +10'-2 1/2" T.O. CELING EL. +10'-2 1/2" T.O. CELING EL. +10'-2 1/2" T.O. CELING EL. +10'-2 1/2" T.O. CELING EL. +10'-2 1/2" T.O. CELING EL. +10'-2 1/2" F-1 F-4 3/8"=1'-0"3 3/8"=1'-0"4 3/8"=1'-0"5 MOP SINK SPLASH GUARD 2'-6"3'-0"P.L.A.P.F-1 PAINTED F-2 PROC. TILE 1 F-3 PROC. TILE 2 F-4 CONCRETE REFER TO FINISH SCHEDULE A-600 FINISH LEGEND: F-1 F-4 F-1 F-4 F-1 F-4 9 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 WOMEN'S RESTROOM ELEVATION WOMEN'S RESTROOM ELEVATION WOMEN'S RESTROOM ELEVATION 1. ALL GLASS / GLAZING SHALL COMPLY WITH FBC 2023 8TH EDITION SECTION 2406 SAFETY GLAZING. 2. ALL FIXTURES, ACCESSORIES AND FINISHES ARE NEW UNLESS OTHERWISE SPECIFIED. 3. ALL REQUIRED CLEARANCES AND DIMENSIONS ARE FINISH-TO-FINISH, AND ABOVE FINISH FLOOR. 4. G.C. TO COORDINATE ALL REQUIRED BACKING FOR INSTALLATION OF FIXTURES EQUIPMENT WITH VENDORS & INSTALLERS. 5. G.C. TO PROVIDE BLOCKING OF WALL FOR LATER INSTALLATION OF GRAB BARS AND THE PROVISION OF REMOVABLE BASE CABINETRY BELOW THE LAVATORY. 6. G.C. TO REFER TO INDEX II ACCESSIBILITY NOTES FOR ADA REQUIREMENTS & STANDARDS RELATED TO CLEARANCES. 7. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. GENERAL NOTES: ·GRAB BARS TO RESIST MINIMUM 250 LBS FORCE. ·PROVIDE BLOCKING/ BRACING/ REINFORCEMENTS OF WALL TO SUPPORT GRAB BARS AND REQUIRED LOADING. ·SEE FINISH SCHEDULE FOR FINAL FINISHES NOTES: A-406 ENLARGED OFFICE RESTROOM DETAILS P.L. AS SHOWN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXOFFICE RESTROOMS BLOW-UP13/8"=1'-0" 6 8 9 7 A-406 2 4 5 3 A-406 WOMEN'S RESTROOM ELEVATION23/8"=1'-0" 9 A.P. 10 12 13 11 A-406 2 SEE SHEET A-405 STORAGE CLOSET 1'-5" CL 9'-3" CL 7'-4"1'-11"1'-5" CL 8'-9" CL 7'-4"1'-11" 3'-8" 2'-6"3'-0"11 1 3 5 7 6 10 2 11 1 3 5 7 6 1044 8 8 STORAGE 035 78 SQFT JANITOR'SCLOSET 036 33 SQFT WOMEN'S RESTROOM 037 69 SQFT MEN'S RESTROOM 038 69 SQFT T.O. CELING EL. +10'-2 1/2" WOMEN'S RESTROOM ELEVATION33/8"=1'-0" T.O. CELING EL. +10'-2 1/2" WOMEN'S RESTROOM ELEVATION43/8"=1'-0" T.O. CELING EL. +10'-2 1/2" WOMEN'S RESTROOM ELEVATION53/8"=1'-0" T.O. CELING EL. +10'-2 1/2" MEN'S RESTROOM ELEVATION63/8"=1'-0" T.O. CELING EL. +10'-2 1/2" MEN'S RESTROOM ELEVATION73/8"=1'-0" T.O. CELING EL. +10'-2 1/2" MEN'S RESTROOM ELEVATION83/8"=1'-0" T.O. CELING EL. +10'-2 1/2" MEN'S RESTROOM ELEVATION93/8"=1'-0" T.O. CELING EL. +10'-2 1/2" JANITOR'S CLOSET ELEVATION103/8"=1'-0" T.O. CELING EL. +10'-2 1/2" JANITOR'S CLOSET ELEVATION113/8"=1'-0" JANITOR'S CLOSET ELEVATION123/8"=1'-0" JANITOR'S CLOSET ELEVATION133/8"=1'-0" 2 3 11 1 4 3 67 10 5 4 11 1 2 8 025 024 023 F-4 F-1 9 STORAGE CABINETS F-4 F-1 F-4 F-1 STORAGE CABINETS MOP SINK SPLASH GUARD 9 510 6 7 8 T.O. CELING EL. +10'-2 1/2" T.O. CELING EL. +10'-2 1/2" T.O. CELING EL. +10'-2 1/2" 8 510 6 7 8 3 67 10 5 4 11 1 2 2 3 11 1 4 MOP SINK SPLASH GUARD RESTROOM FIXTURES AND ACCESSORIES NO.DESCRIPTION MOUNTING HEIGHT 19" x 24" WALL-MOUNT BATHROOM SINK 34" T.O.U. 24"X36" FIXED POSITION TILTED MIRROR 69.5" B.O.U. AUTOMATIC WALL-MOUNTED FOAM SOAP DISPENSER 57 6/16" F.F DYSON AIRBLADE V (S.S)50" T.O.U. 48" STRAIGHT GRAB BAR 36" CL. 36" STRAIGHT GRAB BAR 36" CL. TOILET WITH MACH® TRIPOINT® TOUCHLESS BABY STATION HORIZONTAL SURFACE-MOUNTED 23 1/8" B.O.U. FLOOR-MOUNT CORNER SERVICE SINK SURFACE MOUNTED TOILET TISSUE, SEAT COVER DISPENSER AND WASTE DISPOSAL 14" A.F.F TOUCHLESS FAUCET WITH KINESIS® SENSOR ELKAY EZH2O® BOTTLE FILLING STATION 12 5/6" B.O.U. ABBREVIATIONS: T.O.U. = TOP OF UNIT B.O.U. = BOTTOM OF UNIT HCP = HANDICAP CL = CENTER LINE A.F.F = ABOVE FINISH FLOOR NOTE: HOT WATER & ALL OTHER DRAIN PIPES UNDER ALL LAVATORIES SHALL BE INSULATED AND THERE SHALL BE NO SHARP OR ABRASIVE SURFACES. 1 2 3 4 5 6 7 8 9 10 11 12 ·GRAB BARS TO RESIST MINIMUM 250 LBS FORCE. ·PROVIDE BLOCKING/ BRACING/ REINFORCEMENTS OF WALL TO SUPPORT GRAB BARS AND REQUIRED LOADING. ·SEE FINISH SCHEDULE FOR FINAL FINISHES NOTES: STORAGE CABINETS 025 024 022 023 F-1 PAINTED F-2 PROC. TILE 1 F-3 PROC. TILE 2 F-4 CONCRETE REFER TO FINISH SCHEDULE A-600 FINISH LEGEND: F-1 F-4 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 1. ALL GLASS / GLAZING SHALL COMPLY WITH FBC 2023 8TH EDITION SECTION 2406 SAFETY GLAZING. 2. ALL FIXTURES, ACCESSORIES AND FINISHES ARE NEW UNLESS OTHERWISE SPECIFIED. 3. ALL REQUIRED CLEARANCES AND DIMENSIONS ARE FINISH-TO-FINISH, AND ABOVE FINISH FLOOR. 4. G.C. TO COORDINATE ALL REQUIRED BACKING FOR INSTALLATION OF FIXTURES EQUIPMENT WITH VENDORS & INSTALLERS. 5. G.C. TO PROVIDE BLOCKING OF WALL FOR LATER INSTALLATION OF GRAB BARS AND THE PROVISION OF REMOVABLE BASE CABINETRY BELOW THE LAVATORY. 6. G.C. TO REFER TO INDEX II ACCESSIBILITY NOTES FOR ADA REQUIREMENTS & STANDARDS RELATED TO CLEARANCES. 7. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. GENERAL NOTES: A-406.1 ENLARGED UNISEX RESTROOM DETAILS P.L. AS SHOWN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEX1 3/8"=1'-0" A.P. 8 5 7 6 3 4 11 4 2 4 5 3 A-405 8'-2" CL CL7'-8"1'-11"1'-6" 1 10 LOBBY RESTROOM BLOW-UP UNISEX RESTROOM 042 62 SQFT UNISEX RESTROOM ELEVATION 8 028 T.O. CELING EL. +10'-2 1/2" 2 3/8"=1'-0" T.O. CELING EL. +10'-2 1/2" 3 T.O. CELING EL. +10'-2 1/2" 4 T.O. CELING EL. +10'-2 1/2" 5 2 3 11 1 4 4 5 10 32 11 1 76 8 7 6 105 RESTROOM FIXTURES AND ACCESSORIES NO.DESCRIPTION MOUNTING HEIGHT 19" x 24" WALL-MOUNT BATHROOM SINK 34" T.O.U. 24"X36" FIXED POSITION TILTED MIRROR 69.5" B.O.U. AUTOMATIC WALL-MOUNTED FOAM SOAP DISPENSER 57 6/16" F.F DYSON AIRBLADE V (S.S)50" T.O.U. 48" STRAIGHT GRAB BAR 36" CL. 36" STRAIGHT GRAB BAR 36" CL. TOILET WITH MACH® TRIPOINT® TOUCHLESS BABY STATION HORIZONTAL SURFACE-MOUNTED 23 1/8" B.O.U. FLOOR-MOUNT CORNER SERVICE SINK SURFACE MOUNTED TOILET TISSUE, SEAT COVER DISPENSER AND WASTE DISPOSAL 14" A.F.F TOUCHLESS FAUCET WITH KINESIS® SENSOR ELKAY EZH2O® BOTTLE FILLING STATION 12 5/6" B.O.U. ABBREVIATIONS: T.O.U. = TOP OF UNIT B.O.U. = BOTTOM OF UNIT HCP = HANDICAP CL = CENTER LINE A.F.F = ABOVE FINISH FLOOR NOTE: HOT WATER & ALL OTHER DRAIN PIPES UNDER ALL LAVATORIES SHALL BE INSULATED AND THERE SHALL BE NO SHARP OR ABRASIVE SURFACES. 1 2 3 4 5 6 7 8 9 10 11 12 1. ALL GLASS / GLAZING SHALL COMPLY WITH FBC 2023 8TH EDITION SECTION 2406 SAFETY GLAZING. 2. ALL FIXTURES, ACCESSORIES AND FINISHES ARE NEW UNLESS OTHERWISE SPECIFIED. 3. ALL REQUIRED CLEARANCES AND DIMENSIONS ARE FINISH-TO-FINISH, AND ABOVE FINISH FLOOR. 4. G.C. TO COORDINATE ALL REQUIRED BACKING FOR INSTALLATION OF FIXTURES EQUIPMENT WITH VENDORS & INSTALLERS. 5. G.C. TO PROVIDE BLOCKING OF WALL FOR LATER INSTALLATION OF GRAB BARS AND THE PROVISION OF REMOVABLE BASE CABINETRY BELOW THE LAVATORY. 6. G.C. TO REFER TO INDEX II ACCESSIBILITY NOTES FOR ADA REQUIREMENTS & STANDARDS RELATED TO CLEARANCES. 7. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. 028 ·GRAB BARS TO RESIST MINIMUM 250 LBS FORCE. ·PROVIDE BLOCKING/ BRACING/ REINFORCEMENTS OF WALL TO SUPPORT GRAB BARS AND REQUIRED LOADING. ·SEE FINISH SCHEDULE FOR FINAL FINISHES NOTES: F-1 PAINTED F-2 PROC. TILE 1 F-3 PROC. TILE 2 F-4 CONCRETE REFER TO FINISH SCHEDULE A-600 FINISH LEGEND: UNISEX RESTROOM ELEVATION 3/8"=1'-0" UNISEX RESTROOM ELEVATION 3/8"=1'-0" UNISEX RESTROOM ELEVATION 3/8"=1'-0" F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 F-4 F-2 F-3 F-2 GENERAL NOTES: 7"2'-0"V.I.F3'-7"2'-0" TYP.7"7'-3"7" 7" 7"6" MIN. F.V.1'-10"1'-4" CLEAR 7"1'-1"2'-3"2'-7"40°7"2'-0"7"7"2'-0" TYP.1'-4" CLEAR 7"7"2'-0"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXLADDER DETAILS A-407 I.B. AS SHOWN TYPE:1 TYP. CAGED LADDER ELEVATION 1"=0'-3/4"1'-0" TYP.1 TOE PLATE TYPE:1 TYP. CAGED LADDER PLAN 1"=1'-0"3 1. LADDERS SHALL COMPLY WITH OSHA STANDARDS #1926.1053 LADDERS. 2. G.C. SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 3. LADDERS WITH A VERTICAL DISTANCE GREATER THAN 20'-0" SHALL BE EQUIPPED WITH CAGES. 4. ALL LADDER COMPONENTS SHALL BE G90 GALVANIZED AND PAINTED. 5. G.C. SHALL FIELD VERIFY ROOF AREA AND QUANTITY PRIOR TO PROCUREMENT OF ROOFING MATERIALS. 6. G.C. SHALL VERIFY FINISH ROOF ELEVATIONS ACCOMPLISHMENT TO THE NEW ROOF PRIOR TO APPLICATION OF STAIRS AND LADDERS. 7. SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 8. LADDER & SYSTEM TO BE NON-CORROSIVE. 9. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. LADDER DETAILS TYPE ELEVATION HEIGHT NOTES START END 1 0'-7"16'-0"15'-5"SEE #1 AND #3 FOR TYP. DETAILS 2 16'-0"19'-4"4'-4"SEE #1 AND #3 FOR TYP. DETAILS STEEL PLATFORM STEEL LADDER CAGE GALV. AND PAINTED 3/8" 3" STEEL FLAT BAR SIDE RAILS 3/4" DIAMETER STEEL RINGS PROVIDE HINGED, LOCKABLE EXPANDED MESH SECURITY PANEL @ LADDER TO PREVENT UNAUTHORIZED ACCESS (AT GROUND LEVEL ONLY) 3/8" THICK STAND OFF BRACKETS, 4'-0" O.C. MAX GALVANIZED STEEL NON-SKID PLATFORM GALVANIZED STEEL SIDE RAILS EXISTING PARAPET WALL FACE OF WALL BELOW STEEL LADDER CAGE GALV. AND PAINTED A.P. T.O.STRUCTURE EL. +20'-7" T.O. CONCRETE SLAB EL. +0'-0" TYPE:2 TYP. EXISTING LADDER ELEVATION 1"=0'-3/4"2 TYPE:2 TYP. EXISTING LADDER PLAN 1"=1'-0"4 GALVANIZED STEEL NON-SKID PLATFORM GALVANIZED STEEL SIDE RAILS EXISTING PARAPET WALL FACE OF WALL BELOW T.O.STRUCTURE EL. +23'-0" T.O. ROOF EL. +16'-0" T.O.PARAPET EL. +16'-0" T.O.PARAPET EL. +19'-4" 3/8" 3" STEEL FLAT BAR SIDE RAILS 3/4" DIA. STEEL RINGS PROVIDE 8'-0" H. HINGED, LOCKABLE EXPANDED MESH SECURITY PANEL @ LADDER TO PREVENT UNAUTHORIZED ACCESS 3/8" THICK STAND OFF BRACKETS, 4'-0" O.C. MAX EXISTING TO REMAIN NEW ADDITION GENERAL NOTES: SHADING LEGEND EXTERIORINTERIOR EXISTING 12" BLOCK WALL 3 COAT STUCCO SYSTEM WITH PAINTED FINISH SEALANT AT BASE AND CEILING OF FINISH, BOTH SIDES TYP. 3" Metal Furring Strip, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH STARTER STRIP AT BASE OF WALL CONCRETE SLAB 1'-3" R-FOIL INSULATION R-4.1 OR SIMILAR APPROVED. 1X2 WOOD FURRING STRIP STARTER RAIL (PLACE BOTTOM OF RAIL 1/2" BELOW BOTTOM OF WALL CLIP EPDM (ETHYLENE PROPYLENE DIENE MONOMER) SUBFRAME PURA NFC SIDING OR SIMILAR APPROVED CONCRETE SLAB EXTERIORINTERIOR 1'-3" EXISTING 12" BLOCK WALL 3" METAL FURING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH R-FOIL INSULATION R-4.1 OR SIMILAR APPROVED. 1X2 WOOD FURRING STRIP 3 COAT STUCCO SYSTEM WITH PAINTED FINISH SEALANT AT BASE AND CEILING OF FINISH, BOTH SIDES TYP. STARTER STRIP AT BASE OF WALL CONCRETE SLAB EXTERIORINTERIOR 11" EXISTING 12" BLOCK WALL 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH R-FOIL INSULATION R-4.1 OR SIMILAR APPROVED. 1X2 WOOD FURRING STRIP EXTERIOR 3 COAT STUCCO SYSTEM WITH PAINTED FINISH SEALANT AT BASE AND CEILING OF FINISH, BOTH SIDES TYP. STARTER STRIP AT BASE OF WALL CONCRETE SLAB INTERIOR (RESTROOM) 1'-2" PORCELAIN WALL TILE EXTERIOR CONCRETE SLAB INTERIOR 2'-3" EXISTING 12" BLOCK WALL 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH R-FOIL INSULATION R-4.1 OR SIMILAR APPROVED. 1X2 WOOD FURRING STRIP END RAIL (PLACE TOP OF RAIL 1/2" BELOW BOTTOM OF WALL CLIP EPDM (ETHYLENE PROPYLENE DIENE MONOMER) SUBFRAME PURA NFC SIDING OR SIMILAR APPROVED CONCRETE SLAB EXISTING STUCCO SEALANT AT BASE AND CEILING OF FINISH, BOTH SIDES TYP. STARTER STRIP AT BASE OF WALL INTERIOR EXTERIOR 2'-3" EXISTING 12" BLOCK WALL 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH R-FOIL INSULATION R-4.1 OR SIMILAR APPROVED. 1X2 WOOD FURRING STRIP EXTERIORINTERIOR 3 COAT STUCCO SYSTEM WITH PAINTED FINISH SEALANT AT BASE AND CEILING OF FINISH, BOTH SIDES TYP. STARTER STRIP AT BASE OF WALL CONCRETE SLAB 1'-3" EXISTING 12" BLOCK WALL 3" Metal Furring Strip, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH R-FOIL INSULATION R-4.1 OR SIMILAR APPROVED. 1X2 WOOD FURRING STRIP A-500 EXTERIOR WALL ASSEMBLIES GENERAL NOTES: 1. THE STEEL STUDS OF ALL PARTITIONS SUPPORTING PLUMBING FIXTURES OR CABINETS, SHALL EXTEND FROM FLOOR TO STRUCTURE ABOVE AND SHALL BE RIGIDLY CONNECTED TOP AND BOTTOM. 2. ALL WALLS ARE TO BE BRACED ABOVE THE FINISHED CEILING AS RECOMMENDED BY THE METAL STUD MANUFACTURER TO PREVENT LATERAL WALL MOVEMENT. 3. ALL INTERIOR STEEL STUDS SHALL BE BRACED FOR MAXIMUM DEFLECTION OF L/360 AT (5) FIVE LB/FT. HORIZONTAL LOAD. CONTRACTOR SHALL SIZE STUD GAGE BASED ON MANUFACTURER'S STANDARD STUD PROPERTIES TABLES. 4. ALL WALLS WHICH SEPARATE A SPACE FROM AN UNCONDITIONED AREA SHALL HAVE R-5 MIN. KRAFT FACED FIBERGLASS BATT INSULATION FOR DRYWALL PARTITIONS AND R-5 MIN. FOIL KRAFT PAPER INSULATION FOR MASONRY WALLS. 5. G.C. TO SUBMIT SIGNED AND SEALED DRAWINGS AND CALCULATIONS OF LIGHT GAUGE METAL FRAMING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 6. ALL RATED WALL PENETRATIONS SHALL MAINTAIN INTEGRITY OF WALL ASSEMBLY. 7. PROVIDE CONTROL JOINTS IN GYPSUM WALL BOARD PER MANUFACTURER'S RECOMMENDATIONS, INDUSTRY PRACTICE AND/OR AS INDICATED. COORDINATE WITH ARCHITECT. 8. PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN ALL RESTROOM WALLS AND OTHER WET WALLS. 9. TRESPA INSTALL AS PER MANUFACTURE RECOMMENDATION. G.C. TO SUBMIT SHOP DRAWING FOR APPROVAL. 10. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. DESIGN NO. U419 NONBEARING WALL RATINGS — 1, 2, 3 OR 4 HR (SEE ITEMS 4 & 5) 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. 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. 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, 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. 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: UNITED STATES GYPSUM CO — 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRC; 5/8 IN. THICK TYPE SCX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE 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 AND 5E. 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*—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. 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". 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. *BEARING THE UL CLASSIFICATION MARK P.L. 1-1/2"=1'-0"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXM-01 M-02 M-03 M-04 M-05 M-06 M-07 A.P.EXISTING TO REMAIN NEW ADDITION SHADING LEGEND ROOF STRUCTURE 3 COAT STUCCO SYSTEM WITH PAINTED FINISH SEALANT AT BASE AND CEILING OF FINISH, BOTH SIDES TYP. STARTER STRIP AT BASE OF WALL EXTERIORINTERIOR 1'-3" EXISTING 12" BLOCK WALL 3" Metal Furring Strip, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH R-FOIL INSULATION R-4.1 OR SIMILAR APPROVED. ROOF STRUCTURE INTERIOR EXTERIORINTERIOR 2'-3" END RAIL (PLACE TOP OF RAIL 1/2" BELOW BOTTOM OF WALL CLIP EPDM (ETHYLENE PROPYLENE DIENE MONOMER) SUBFRAME PURA NFC SIDING OR SIMILAR APPROVED EXISTING 12" BLOCK WALL 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH R-FOIL INSULATION R-4.1 OR SIMILAR APPROVED. ROOF STRUCTURE INTERIOR 3 COAT STUCCO SYSTEM WITH PAINTED FINISH SEALANT AT BASE AND CEILING OF FINISH, BOTH SIDES TYP. STARTER STRIP AT BASE OF WALL EXTERIOR 2'-3" EXISTING 12" BLOCK WALL 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH R-FOIL INSULATION R-4.1 OR SIMILAR APPROVED. ROOF STRUCTURE EXISTING STUCCO EXISTING 8" BLOCK WALL EXTERIORINTERIOR EXISTING GYPSUM BOARD 11" EXTERIORINTERIOR CONCRETE SLAB PERLITE BLOCK INSULATION ( R-11 ) 1'-3" STARTER RAIL (PLACE BOTTOM OF RAIL 1/2" BELOW BOTTOM OF WALL CLIP EPDM (ETHYLENE PROPYLENE DIENE MONOMER) SUBFRAME PURA NFC SIDING OR SIMILAR APPROVED 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 1X2 WOOD FURRING STRIP WATER MEMBRANE EXTERIORINTERIOR 11" STARTER RAIL (PLACE BOTTOM OF RAIL 1/2" BELOW BOTTOM OF WALL CLIP EPDM (ETHYLENE PROPYLENE DIENE MONOMER) SUBFRAME PURA NFC SIDING OR SIMILAR APPROVED PERLITE BLOCK INSULATION ( R-11 ) 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 1X2 WOOD FURRING STRIP WATER MEMBRANE A-500.1 EXTERIOR WALL ASSEMBLIES CONT. P.L.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXM-08 M-09 M-10 M-11 M-12 M-13 A.P. (REF ONLY) EXISTING TO REMAIN NEW ADDITION GENERAL NOTES: 1. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. SHADING LEGEND 1-1/2"=1'-0" INTERIOR CONCRETE SLAB 5/8 " GYPSUM BOARD W/ PAINTED FINISH INTERIOR 1'-3" 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8"GYP. BOARD W/ PAINTED FINISH 1X2 WOOD FURRING STRIP 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 1X2 WOOD FURRING STRIP CONCRETE SLAB INTERIORINTERIOR (RESTROOM) 1'-2" PORCELAIN WALL TILE EXISTING 12" BLOCK WALL 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8"GYP. BOARD W/ PAINTED FINISH 1X2 WOOD FURRING STRIP CONCRETE SLAB INTERIOR (RESTROOM) INTERIOR (RESTROOM) 1'-1" PORCELAIN WALL TILE PORCELAIN WALL TILE INTERIOR EXISTING 12" BLOCK WALL 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH CONCRETE SLAB INTERIOR (LOBBY) TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS OR SIMILAR APPROVED TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS HOLD BOARD AND SIDING FRAME 4' WIDTH x 10' LENGTH x 1.625" THICK BALLISTIC FIBERGLASS PANEL (LEVEL 8) BY TOTAL SECURITY SOLUTIONS OR SIMILAR APPROVED 11" FURRING CHANNEL FURRING CHANNEL CONCRETE SLAB INTERIORINTERIOR (RESTROOM) 10" PORCELAIN WALL TILE EXISTING 12" BLOCK WALL 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8"GYP. BOARD W/ PAINTED FINISH 1X2 WOOD FURRING STRIP CONCRETE SLAB INTERIORINTERIOR 11" 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8"GYP. BOARD W/ PAINTED FINISH 1X2 WOOD FURRING STRIP 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8"GYP. BOARD W/ PAINTED FINISH 1X2 WOOD FURRING STRIP INTERIOR 4" WALL BASE TRIM 2 LAYERS OF 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH R13 FIBER GLASS INSULATION S.T.C. 52 SEALANT AT BASE AND CEILING OF FINISH, BOTH SIDES TYP. INTERIOR (RESTROOM) 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" PORCELAIN WALL TILES 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C. 6" 2 LAYERS OF 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL R13 FIBER GLASS INSULATION S.T.C. 52 SEALANT AT BASE AND CEILING OF FINISH, BOTH SIDES TYP. INTERIOR (RESTROOM) 1/2" PORCELAIN WALL TILES 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL INTERIOR (RESTROOM) 7" 4" WALL BASE TRIM 2 LAYERS OF 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH R13 FIBER GLASS INSULATION S.T.C. 52 SEALANT AT BASE AND CEILING OF FINISH, BOTH SIDES TYP. INTERIOR (FUTURE TENANT SPACE) 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C. INTERIOR 6" R13 FIBER GLASS INSULATION S.T.C. 52 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" PORCELAIN WALL TILES 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" PORCELAIN WALL TILES INTERIOR (RESTROOM) INTERIOR (RESTROOM) 5" INTERIOR R13 FIBER GLASS INSULATION S.T.C. 52 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" PORCELAIN WALL TILES 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C.5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL INTERIOR (RESTROOM) 4" WALL BASE TRIM 5" INTERIOR R13 FIBER GLASS INSULATION S.T.C. 52 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C.5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 4" WALL BASE TRIM 4" INTERIOR A-500.2 INTERIOR WALL ASSEMBLIES P.L.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXM-14 M-15 M-16 M-17 M-18 M-19 A.P. P-01 P-02 P-03 P-04 P-05 P-06 EXISTING TO REMAIN NEW ADDITION GENERAL NOTES: 1. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. SHADING LEGEND 1-1/2"=1'-0" INTERIOR R13 FIBER GLASS INSULATION S.T.C. 52 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL INTERIOR (MEETING/ CONFERENCE) TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS HOLD BOARD AND SIDING FRAME TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS OR SIMILAR APPROVED TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS HOLD BOARD AND SIDING FRAME TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS OR SIMILAR APPROVED 5" R13 FIBER GLASS INSULATION S.T.C. 52 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C.5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 4" WALL BASE TRIM INTERIOR (LOBBY) 4' WIDTH x 10' LENGTH x 1.625" THICK BALLISTIC FIBERGLASS PANEL (LEVEL 8) BY TOTAL SECURITY SOLUTIONS OR SIMILAR APPROVED INTERIOR 6" INTERIOR ROOF STRUCTURE TWO LAYER 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL TWO LAYER 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C. 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C. R13 FIBER GLASS INSULATION S.T.C. 52 R13 FIBER GLASS INSULATION S.T.C. 52 INTERIOR 10-1/2" INTERIOR R13 FIBER GLASS INSULATION S.T.C. 52 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C.5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 4" WALL BASE TRIM 6" INTERIOR 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL 1/2" RESILIENT CHANNEL, 25GA, 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL INTERIORINTERIOR 4" TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS OR SIMILAR APPROVED TRESPA TOPLAB SCIENTFIC SURFACE SOLUTIONS OR SIMILAR APPROVED A-500.3 INTERIOR WALL ASSEMBLIES CONT. P.L.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXA.P. P-07 P-08 P-09 P-10 P-11 EXISTING TO REMAIN NEW ADDITION GENERAL NOTES: 1. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. SHADING LEGEND 1-1/2"=1'-0" A-501 WALL SECTIONS P.L. AS SHOWN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXWALL SECTION13/4"=1'-0" WALL SECTION23/4"=1'-0" WALL SECTION33/4"=1'-0" EXISTING CONCRETE BEAM A.P. T.O. BEAM EL. +3'-4" T.O. SLAB EL. +0'-0" B.O. BEAM EL. +8'-8" T.O.PARAPET EL. +16'-0" CC PARAPET CAP EXISTING CMU BLOCK WALL LED LINEAR CANOPY LIGHTING 24"x8" BEAM METAL FRAME CANOPY T&G WOOD CEILING. EXISTING CONCRETE BEAM WOOD CLADDING TRESPA OR SIMILAR APPROVED G.C. TO PROVIDE SIGNED AND SEALED SHOP DRAWINGS. STUCCO R-FOIL INSULATION R-4.1 OR SIMILAR APPROVED 5/8" GYPSUM BOARD ON FURRING STRIPS AT 16" O.C. SEE WINDOW SCHEDULE SHEET A-702 EXISTING CMU BLOCKT.O. FINISH FLOOR EL. +0'-2 1/2" T.O. SLAB EL. +0'-0" T.O. FINISH FLOOR EL. +0'-2 1/2" T.O. DOOR HEAD EL. +8'-2 1/2" T.O. BEAM EL. +10'-2 1/8" T.O. PARAPET EL. +19'-4" EXISTING CMU PARAPET EXISTING GLAZED BLOCK VENEER B.O. METAL DECK EL. +13'-10 1/2" EXISTING CONCRETE BEAM EXISTING CONCRETE BEAM 5/8" GYPSUM BOARD ON 2X4 WOOD BLOCKS EXISTING CONCRETE BEAM SEE DOOR SCHEDULE SHEET A-700 PARAPET CAP T.O. SLAB EL. +0'-0" T.O. FINISH FLOOR EL. +0'-2 1/2" T.O. BEAM EL. +10'-2 1/8" B.O. METAL DECK EL. +13'-10 1/2" T.O. PARAPET EL. +19'-4" SR. BUILDING INSPECTOR 012 116 SQFT 06 10 032 17 T&G WOOD CEILING. 5/8" GYPSUM BOARD ON FURRING STRIPS AT 16" O.C. NEW BREAK METAL TO MATCH WOOD CLADDING. EXTERIOR EXTERIOR 5/8" GYPSUM BOARD ON FURRING STRIPS AT 16" O.C. EXISTING CONCRETE BEAM EXISTING CONCRETE BEAM 5/8" GYPSUM BOARD ON FURRING STRIPS AT 16" O.C. EXTERIOR MAIN ENTRANCE& LOBBY 44 FUTRE LEASINGAREA 045 1,044 SQFT 027 15 RECESSED LED STRIP LIGHT EXISTING CMU PARAPET PARAPET CAP EXISTING GLAZED BLOCK VENEER EXISTING STEEL STRUCTURE 5/8" GYPSUM BOARD ON FURRING STRIPS AT 16" O.C. NEW NOA TPO ROOF EXISTING TO REMAIN NEW ADDITION GENERAL NOTES: 1. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. SHADING LEGEND SOLID SURFACE (CORIAN) COUNTER TOP WITH BACK SPLASH FINISHED ALL AROUND. G.C. TO PROVIDE BUILT-IN MILLWORK SHOW DRAWINGS FOR APPROVAL. TRESPA FINISH 28"2"4"4"40"8" A-502 WALL SECTIONS CONT. P.L. AS SHOWN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXFIRE WALL SECTION13/4"=1'-0" WALL SECTION23/4"=1'-0" A.P. T.O. SLAB EL. +0'-0" T.O. FINISH FLOOR EL. +0'-2 1/2" T.O. SLAB EL. +0'-0" T.O. FINISH FLOOR EL. +0'-2 1/2" T.O. DOOR HEAD EL. +8'-2 1/2" T.O. BEAM EL. +10'-2 1/8" T.O. PARAPET EL. +19'-4" B.O. METAL DECK EL. +13'-10 1/2" T.O. PARAPET EL. +19'-4" WALL SECTION33/4"=1'-0" T.O. SLAB EL. +0'-0" T.O. FINISH FLOOR EL. +0'-2 1/2" T.O. DOOR HEAD EL. +8'-2 1/2" T.O. BEAM EL. +10'-2 1/8" T.O. PARAPET EL. +16'-0" B.O. METAL DECK EL. +13'-10 1/2" NEW ROOF T.P.O. EXISTING STRUCTURE EXISTING ROOF 031 028 FINISH FLOOR 2 1/2" EXISTING CONCRETE SLAB (INTERIOR NOT IN SCOPE) FUTURE LEASABLEAREA 045 1,044 SQFT EXISTING STRUCTURE GYPSUM BOARD CEILING SEE RCP EXISTING ROOF EXISTING STRUCTURE EXPOSED CEILING SEE RCP FIRE RATED CAULKING AT INTERSECTION POINTS ON WALL FIRE RATED GYPSUM BOARD TYPE X FIRE RATED GYPSUM BOARD TYPE X 3" STUD AT 16" O.C. FINISH FLOOR 2 1/2" EXISTING CONCRETE SLAB 23 WAITING AREA 043 633 SQFT GYPSUM BOARD CEILING SEE RCP 4' WIDTH x 10' LENGTH x 1.625" THICK BALLISTIC FIBERGLASS PANEL (LEVEL 8) BY TOTAL SECURITY SOLUTIONS OR SIMILAR APPROVED R13 FIBER GLASS INSULATION S.T.C. 52 1/2" RESILIENT CHANNEL, 25GA, 24" O.C. 2-1/2" STEEL STUDS, EQ25, 24" O.C. GYPSUM BOARD CEILING SEE RCP NEW STUCCO NEW CONCRETE BEAM SEE STRUCTURAL NEW T.P.O. ROOF NEW MIN.6" RIGID INSULATION NEW WOOD JOIST SEE STRUCTURAL NEW WOOD DECK SEE STRUCTURAL IT ROOM 029 48 SQFT ELECTRICALROOM 046 59 SQFT EXISTING ROOF NEW METAL FLASHING NEW STUCCO NEW METAL PARAPET CAP ON WOOD NAILER GYPSUM BOARD CEILING SEE RCP GYPSUM BOARD FURRING STRIP WITH ALFOIL R-4.1 EXISTING 8" CMU BLOCK NEW CONCRETE SLAB SEE STRUCTURAL EXISTING STRUCTURE NEW MASONRY BLOCK EXISTING TO REMAIN NEW ADDITION GENERAL NOTES: 1. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. SHADING LEGEND EXPOSED BLOCK 1'-2" V.I.F.1'-8" V.I.F.10 1/4" V.I.F.10 1/4" V.I.F.3'-4" V.I.F.2'-6" V.I.F.E.Q.E.Q.E.Q.E.Q.11 1/4" V.I.F.1'-7" V.I.F.1'-5" V.I.F.11" V.I.F.E.Q.E.Q.2'-4" V.I.F. 2'-0" V.I.F.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXP.L.A.P. AS SHOWN FRAMING DETAILS A-503 ROOF DRAINING PIPE FRAMING (TYP.)1 3"=1'-0" 1 5/8" STEEL STUD, 20 GA (V.I.F.) 1/2" SHEETROCK MOLD TOUGH FIRECODE C PANEL W/ PAINTED FINISH EXISTING ROOF DRAIN PIPE TO REMAIN (TOTAL OF 2) COLUMN FRAMING23"=1'-0" 1 5/8" STEEL STUD, 20 GA (V.I.F.) 1/2" SHEETROCK MOLD TOUGH FIRECODE C PANEL W/ PAINTED FINISH STEEL COLUMN SEE STRUCTURE FOR DETAILS ROOF DRAINING PIPE AND COLUMN FRAMING (TYP.)3 3"=1'-0" EXISTING ROOF DRAIN PIPE TO REMAIN (TOTAL OF 2) 1 5/8" STEEL STUD, 20 GA (V.I.F.) 1/2" SHEETROCK MOLD TOUGH FIRECODE C PANEL W/ PAINTED FINISH EXISTING COLUMN TO REMAIN 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 2-1/2" STEEL STUDS, EQ25, 24" O.C. GC TO INSTALL ACCESS PANEL @CLEANOUT (V.I.F.) GC TO INSTALL ACCESS PANEL @CLEANOUT (V.I.F.) ROOF DRAINING PIPE FRAMING ATTACHED TO THE INTERIOR WALL (TYP.)5 3"=1'-0" 1 5/8" STEEL STUD, 20 GA (V.I.F.) 1/2" SHEETROCK MOLD TOUGH FIRECODE C PANEL W/ PAINTED FINISH GC TO INSTALL ACCESS PANEL @CLEANOUT (V.I.F.) 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH EXISTING ROOF DRAIN PIPE TO REMAIN (TOTAL OF 2) 2-1/2" STEEL STUDS, EQ25, 24" O.C. 1/2" SHEETROCK MOLD TOUGH FIRECODE C PANEL W/ PAINTED FINISH 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 1/2" SHEETROCK MOLD TOUGH FIRECODE C PANEL W/ PAINTED FINISH 1/2" PLYWOOD 1/2" PLYWOOD ROOF DRAINING PIPE FRAMING ATTACHED TO THE INTERIOR WALL (TYP.)4 3"=1'-0" 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 2-1/2" STEEL STUDS, EQ25, 24" O.C. GC TO INSTALL ACCESS PANEL @CLEANOUT (V.I.F.) EXISTING COLUMN EXISTING WALL 1/2" SHEETROCK MOLD TOUGH FIRECODE C PANEL W/ PAINTED FINISH 1/2" SHEETROCK MOLD TOUGH FIRECODE C PANEL W/ PAINTED FINISH 1 5/8" STEEL STUD, 20 GA (V.I.F.) EXISTING ROOF DRAIN PIPE TO REMAIN TOTAL 2 EXISTING TO REMAIN NEW BUILDING ADDITION GENERAL NOTES: 1. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. SHADING LEGEND EXISTING PIPE TO REMAIN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXG.S.A.P. 1-1/2" = 1'-0" RAMP DETAILS A-504 SIDEWALK CURB & RAMP DETAILS SUB-BASE 3/4" #57 STONE POLLUTION CONTROL FABRIC 1/4" #89 CRUSHED STONE INTERLOCKING PERMEABLE CONCRETE PAVERS EXTERIOR DOOR SEE DOOR SCHEDULE INTERIOR FLOOR SEE FINISH SCHEDULE 1 1-1/2"=1'-0" SUB-NON-WOOVEN GEOTEXTILE FABRIC 3/4" #57 STONE 3'-11" SIDEWALK CURB & RAMP DETAILS SUB-BASE 3/4" #57 STONE POLLUTION CONTROL FABRIC 1/4" #89 CRUSHED STONE INTERLOCKING PERMEABLE CONCRETE PAVERS EXTERIOR DOOR SEE DOOR SCHEDULE INTERIOR FLOOR SEE FINISH SCHEDULE 2 1-1/2"=1'-0" SUB-NON-WOOVEN GEOTEXTILE FABRIC 3/4" #57 STONE MAIN ENTRANCE RAMP DETAILS31-1/2"=1'-0" 2" 3'-1"6'-1" 2" SUB-BASE 3/4" #57 STONE POLLUTION CONTROL FABRIC 1/4" #89 CRUSHED STONE INTERLOCKING PERMEABLE CONCRETE PAVERS EXTERIOR DOOR SEE DOOR SCHEDULE INTERIOR FLOOR SEE FINISH SCHEDULE SUB-NON-WOOVEN GEOTEXTILE FABRIC 3/4" #57 STONE 5'-3"3'-5" 2" 2° SLOPE 2° SLOPE 2° SLOPE FPL GASGASELEC T RADIATOR END BUILDING SETBACK BUILDING SETBACKBUILDING SETBACK PROPERTY BOUNDARY PROP E R T Y B O U N D A R Y X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGAS GAS GAS GAS E L E C T E L E C T E L E C T E L E C T E L E C T GENERATOR MTU GS200 ON CONCRETE SLAB SEE ELECTRICAL 2'-6"1'-0" 4" 2" x 2" ALUMINUM VERTICAL POST ALUMINUM FENCE POST CONCRETE BASE 4" 8'-1/2" (V.I.F)4"2" x 2" ALUMINUM VERTICAL POST ALUMINUM FENCE POST CONCRETE BASE 3'-3" (V.I.F)2"3'-3" (V.I.F)2"4'-4"7' 10" (V.I.F)2"8'-1/2" (V.I.F)4"3'- 4 1/2"2"4'-4"2"2"4' 0"8'-0"3'- 7 1/2" (V.I.F)4"3'- 7 1/2" (V.I.F)4"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSITE PLAN G.S.A.P. AS SHOWN WOOD FENCE PLAN AND DETAILS A-505 3/32"=1'-0"1 N ENTRANCE SINGLE GATE PLAN 1/2"=1'-0"3 ENTRANCE DOUBLE GATE ELEVATION 1/2"=1'-0"2 1/2"=1'-0"7 ENTRANCE DOUBLE GATE 1/2"=1'-0"1 DUMPSTER GATE ELEVATION 1/2"=1'-0"8ENTRANCE GATE ELEVATION A-505 3 A-505 5 A-505 1 ENTRANCE SINGLE GATE ELEVATION 1/2"=1'-0"4 DUMPSTER GATE 1/2"=1'-0"5 DUMPSTER GATE ELEVATION 1/2"=1'-0"6 2" x 2" ALUMINUM POST 2" x 2" ALUMINUM POST 2" x 2" ALUMINUM POST WOOD PANEL 2" x 2" ALUMINUM POST WOOD PANEL 2" x 2" ALUMINUM POST SEE SHEET A-101 FOR DETAILS WOOD PANEL 1/2"=1'-0"9 NEW FENCE ELEVATION BLACK VERTICAL POST ANCHORED TO CONCRETE CURB WOOD TOP RAIL 1"X6" HORIZONTAL WOOD SLATS A-505 9 GENERAL NOTES: 1. G.C. TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS OF ALL FENCE AND GATE ASSEMBLIES. 2. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. 4'-2" 4'-2"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXCANOPY DETAILS A-506 P.L. / I.B. AS SHOWN CANOPY SECTION 3/4"=1'-0"1 A.P. 2 A-506 CANOPY DETAIL 1-1/2"=1'-0"2 C CHANNEL ALUMINUM FRAME 40" STEEL ROD ALUMINUM CLIP ANGLE ANCHOR CARRIAGE BOLT ASSEMBLY T.O.PARAPET EL. +16'-0" B.O.CANOPY 8'-8 B.O.METAL DECK EL. +13'-10" T.O.FINISH FLOOR EL. +0'-2 1/2" CONCRETE SLAB EL. +0'-0" LIGHT FIXTURE CONCRETE ANCHORS C-CHANNELEXTERIOR WOODEN PANELS PURA NFC SIDING OR SIMILAR APPROVED FINISH FLOOR SEE FINISH SCHEDULE CONCRETE SLAB VAPOR BARRIER COMPACTED FILL (90%) REINFORCED CONCRETE PILE CAP AUGERCAST PILE SEE STRUCTURAL EXISTING NEW ADDITION SHADING LEGEND 19 BREAKROOM 003 401 SQFT GENERAL NOTES: 1. G.C. TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR CANOPY. 2. G.C SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. LIGHT BROOM FINISH 3 2 1 1 2 3 12'-6"17'-11" 30'-9" 5'-11"6'-6"5'-3"2'-9"6"2'-11"6'-6" 4"4'-5"11"13'-2" CL http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXCONFERENCE/MEETING ROOM & LOW WALL DETAILS A-507 C.V. AS SHOWN PANEL LAYOUT PLAN 3/4"=1'-0"1 A.P.2'-1"2'-1"MIN. CLEAR4'-2"1'-2" INSTALLAIONWIDTH 7'-9" 40.5" STK. 37.5" RET. 40.5"40.5" 1.25" JAMB LEAD 1.25" JAMB SIDE "R" SIDE "L" 1 2 3 PANEL RIGHT ELEVATION 3/4"=1'-0"3 0.38" DIAMETER HANGER RODS BY DISTRIBUTOR HANGER BRACKET BY MODERNFOLD RECOMMENDED SOUND BAFFLE NOT BY MODERNFOLD OR DISTRIBUTOR DROPPED SOFFIT TRIM #17 TRACK STEEL PRE-PAINTED OFF WHITE VINYL TOP SEAL STEEL, 4-WHEEL, BALL BEARING TROLLEY SURESET TM MANUAL DROP SEAL PROVIDES 2" OPERATING CLEARANCE (+50" / -1.50) 4.50" GAGE 5.50" BRACKET PANEL LEFT ELEVATION 3/4"=1'-0"4 7"MINIMUMFABRICATION HEIGHTFINISHED OPENING HEIGHTFINISHED FLOOR FINISHED CEILING 4.25" TRACK.75"CAULKING BETWEEN JAMB AND WALL EXPANDABLE PANEL NOSE FINISH SAME AS PANELS BLOCKING AND REQUIREMENTS BY OTHERS JAMB FINISH SAME AS PANELS 0"-5.75" TRAVEL CAULKING BETWEEN WALL AND JAMB JAMB FINISH SAME AS PANELS BLOCKING AND REQUIREMENTS BY OTHERS PANEL SECTION 1"=1'-0"5 EXPANDABLE PANEL WITH JAMB 3/8"=1'-0"6 EXPANDABLE PANEL JAMB DETAIL 3/8"=1'-0"7 HINGED PANEL JOINT 3/8"=1'-0"8 3 A-507 4 A-507 2 A-507 MIN. CLEARMIN. CLEARCONFERENCE & MEETING WALL ELEVATION 1/2"=1'-0"2 4'-4"LOW WALL ELEVATION 1/2"=1'-0"1110'-0"11 A-507 LOW WALL PLAN 3/8"=1'-0"10 A-507 8 A-507 7 A-507 6 A-507 12 1/2" PLYWOOD BACKING 1/2" RESILIENT CHANNEL, 25GA, 16" O.C. 1/2" PLYWOOD BACKING INTERIOR 4" ACOUSTICAL WOODEN PANELS ACOUSTICAL WOODEN PANELS INTERIOR LOW WALL SECTION 1"=1'-0"12 3" WOOD BLOCK 2 PANE LAMINATED CLEAR GLAZING GLAZING SILL STRUCTURAL FRAME 10'-0"ALUMINUM DOOR JAMB P.T. BUCK ALUMINUM / GLASS DOOR A-507 9 CONFERENCE ROOM DOOR JAMB DETAIL 3/8"=1'-0"9 1/2" RESILIENT CHANNEL, 25GA, 16" O.C. 1/2" PLYWOOD BACKING 016 018 ACOUSTICAL WOODEN PANELS ACOUSTICAL WOODEN PANELS ACOUSTICAL WOODEN PANELS 2 PANE LAMINATED CLEAR GLAZING TV PROVIDED BY OWNER EXPANDABLE DIVIDER PANELS. GC SHALL PROVIDE SHOP DRAWINGS. 10 11 12 13 1310 009 LOW PARTITION WALL (GC TO PROVIDE FRAMING PLAN FOR APPROVAL) CUBICLE FURNITURE PARTITION CONFERENCE ROOM 017 184 SQFT MEETINGROOM 022 128 SQFT SR. BUILDING INSPECTOR 012 116 SQFT 4'-5"11"ACOUSTICAL WOODEN PANELS ACOUSTICAL WOODEN PANELS ACOUSTICAL WOODEN PANELS ACOUSTICAL WOODEN PANELS TV PROVIDED BY OWNER TV PROVIDED BY OWNER F.F.E F.F.E F.F.E METAL COLUMN ACOUSTICAL WOODEN PANELS ALL THROUGHOUT METAL COLUMN METAL COLUMN A-507 5 http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXP.L.A.P. AS SHOWN ROOF DETAILS A-508 OVERFLOW SCUPPER11-1/2"=1'-0" EMERGENCY OVERFLOW SCUPPER21-1/2"=1'-0" OVERFLOW DRAIN31-1/2"=1'-0" TYP. PARAPET FLASING DETAIL63"=1'-0" OVERFLOW SCUPPER81-1/2"=1'-0" SEE SHEET A-500.1 FOR WALL ASSEMBLIES METAL COUNTER FLASHING INSTALLED UNDER SHEATHING 4" H. X 8" W. METAL SCUPPER W/ FLANGE ALL AROUND SET ON ROOFING CEMENT METAL CONDUCTOR HEAD SECURED TO WALL AS REQUIRED METAL DOWN SPOUT SEE PLUMBING DWGS. FOR SIZE 2" - 16 GA METAL STRAPS @48" O.C. MAX, SECURED TO WALL W/ 1/4" DIA. CONC. FASTENERS BASKET STRAINER METAL COUNTER FLASHING SEE: A-509/6 METAL FLASHING 4" MIN. INTO SCUPPER AMD EXTENDED 3" MIN. PAST SCUPPER FLANGE. NEW TPO ROOF.SEE SHEET A-104 FOR NOA. LIGHT WEIGHT INSULATING CONC. DECK OVER RIGID INSULATION BOARD. OVER METAL DECK. NEW CMU BLOCK SEE STRUCTURAL DRAWINGS. SEE SHEET A-500.1 FOR WALL ASSEMBLIES METAL COUNTER FLASHING INSTALLED UNDER SHEATHING 4" H. X 8" W. EMERGENCY OVERFLOW METAL SCUPPER W/ FLANGE ALL AROUND SET ON ROOFING CEMENT METAL PARAPET CAP SECURED TO NAILER W/ S.S. SCREWS AND NEOPRENE WASHERS AT 12" O.C. STAGGERED W/ 1-1/4" MIN PENETRATION INTO CONC. METAL COUNTER FLASHING INSTALLED UNDER SHEATHING P.T. WD. NAILERS SECURED TO CONC. SLAB CORDINATE NO. OF PIECES WITH DEPTH OF ROOF INSULATION.METAL COUNTER FLASHING SEE: A-509/6 METAL FLASHING 4" MIN. INTO SCUPPER AMD EXTENDED 3" MIN. PAST SCUPPER FLANGE. P.T. WD. NAILERS SECURED TO CONC. SLAB CORDINATE NO. OF PIECES WITH DEPTH OF ROOF INSULATION. NEW TPO ROOF.SEE SHEET A-104 FOR NOA. LIGHT WEIGHT INSULATING CONC. DECK OVER RIGID INSULATION BOARD. OVER METAL DECK. NEW CMU BLOCK SEE STRUCTURAL DRAWINGS. EXISTING ROOF DRAIN COVER. EXISTING METAL DECK. EXISTING INSULATION BOARD. NEW TPO ROOF.SEE SHEET A-104 FOR NOA. SLOPE 1/2" SLOPE SLOPE NEW TPO ROOF NOA: 19-1023.05 CONT. METAL STUCCO SHOULDER TYPE COUNTER FLASHING SECURED TO WALL W/ S.S. SCREWS AND WASHERS IN LEAD SHEILDS @ 12" O.C. MAX. STUCCO OVER 8" CMU PARAPET. CONT. FLASHING MEMBRANE SECURED TO BACK OF PARAPET W/ FASTENERS. CONT. P.T. WD. CANT. NEW TPO ROOF.SEE SHEET A-104 FOR NOA. P.T. WD NAILER. NAILED BASE SHEET LIGHTWEIGHT INSULATING CONC. DECK OVER C.I.P. CONC. SLAB. NAILED BASE SHEET NEW TPO ROOF.SEE SHEET A-104 FOR NOA. CONT. METAL STUCCO SHOULDER TYPE COUNTER FLASHING SECURED TO WALL W/ S.S. SCREWS AND WASHERS IN LEAD SHEILDS @ 12" O.C. MAX. CONT. FLASHING MEMBRANE SECURED TO BACK OF PARAPET W/ FASTENERS. STUCCO OVER 8" EXISTING CMU PARAPET. EXIST. METAL PARAPET CAP SECURED TO NAILER W/ S.S. SCREWS AND NEOPRENE WASHERS AT 12" O.C. STAGGERED W/ 1-1/4" MIN PENETRATION INTO CONC. 1/2" SLOPE EXISTING MODIFIED BITUMEN ROOF EXISTING CONT. METAL STUCCO SHOULDER TYPE COUNTER FLASHING SECURED TO WALL W/ S.S. SCREWS AND WASHERS IN LEAD SHEILDS @ 12" O.C. MAX. EXISTING CONT. FLASHING MEMBRANE SECURED TO BACK OF PARAPET W/ FASTENERS. EXISTING TILE OVER PARAPET PARAPET51-1/2"=1'-0" SEE SHEET A-500.1 FOR WALL ASSEMBLIES METAL PARAPET CAP SECURED TO NAILER W/ S.S SCREWS AND NEOPRENE WASHERS AT 12" O.C. STAGGERED W/ 1-1/4" MIN PENETRATION INTO CONC. METAL COUNTER FLASHING SEE: A-509/6 METAL FLASHING 4" MIN. INTO SCUPPER AMD EXTENDED 3" MIN. PAST SCUPPER FLANGE. P.T. WD. NAILERS SECURED TO CONC. SLAB CORDINATE NO. OF PIECES WITH DEPTH OF ROOF INSULATION. NEW TPO ROOF.SEE SHEET A-104 FOR NOA. LIGHT WEIGHT INSULATING CONC. DECK OVER RIGID INSULATION BOARD. OVER METAL DECK. 1/2" SLOPE PARAPET41-1/2"=1'-0" SEE SHEET A-500.1 FOR WALL ASSEMBLIES METAL PARAPET CAP SECURED TO NAILER W/ S.S SCREWS AND NEOPRENE WASHERS AT 12" O.C. STAGGERED W/ 1-1/4" MIN PENETRATION INTO CONC. METAL COUNTER FLASHING SEE: A-509/6 METAL FLASHING 4" MIN. INTO SCUPPER AMD EXTENDED 3" MIN. PAST SCUPPER FLANGE. P.T. WD. NAILERS SECURED TO CONC. SLAB CORDINATE NO. OF PIECES WITH DEPTH OF ROOF INSULATION. EXISTING BITUMEN ROOF LIGHT WEIGHT INSULATING CONC. DECK OVER RIGID INSULATION BOARD. OVER METAL DECK. 1/2" SLOPE TYP. FLASING AT RTU DETAIL73"=1'-0" CONT. METAL COUNTER FLASHING SECURED TO WALL W/ S.S. SCREWS AND WASHERS IN LEAD SHEILDS @ 12" O.C. MAX. CONT. FLASHING MEMBRANE SECURED TO BACK OF EXISTING CURB. CONT. P.T. WD. CANT. NEW TPO ROOF.SEE SHEET A-104 FOR NOA. P.T. WD NAILER. NAILED BASE SHEET NEW RTU SEE MECHANICAL DRAWINGS FOR DETAILS. ROOF PATCHING DETAIL91-1/2"=1'-0" EXISTING ROOFASSEMBLY LIGHT WEIGHT CONC. OVER RIGID INSULATION BOARD OVER METAL DECK. NEW TPO ROOF.SEE SHEET A-104 FOR NOA. NEW LIGHT WEIGHT CONC. W/ BONDING AGENT. NEW RIGID INSULATION DEPTH TO COORDINATE WITH EXISTING INSULATION. NEW METAL DECK LAPPED OVER EXISTING METALDECK 1'-0" LAP BEYOND EXISTING STRUCTURAL TRUSS. G.C. TO PROVIDE SHOP DRAWINGS. NEW METAL DECK LAPPED OVER EXISTING METALDECK 1'-0" LAP BEYOND EXISTING STRUCTURAL TRUSS. G.C. TO PROVIDE SHOP DRAWINGS. 4' - 8" EXISTING TO REMAIN NEW ADDITION GENERAL NOTES: 1. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. SHADING LEGEND 012016015ROOM No.006005004007008011010009CHIEF ELECTRICAL INSPECTORCALL CENTERCARPET No. 1CARPET No. 2LUXURY VINYL TILEHONED CONCRETE2ESD14365PORCELAIN TILE No. 1ACOUSTICAL WOODEN PANELSPAINT No. 1NORTHROOM NAMEFLOORING BASEFINISH SCHEDULEWALLS002003001BUILDING DEPARTMENT MANAGERADMINASSISTANT BUILDING OFFICIALADMINCHIEF BUILDING INSPECTORCHIEF MECHANICAL INSPECTORBUILDING OFFICIAL OR DIRECTORBREAKROOMCONFERENCE ROOMBUILDING INSPECTORSENIOR BUILDING INSPECTORPLUMBING INSPECTOR017SENIOR MECHANICAL INSPECTOR 013FLOOD PLAIN ADMINISTRATOR014SENIOR PLUMBING INSPECTOR018MECHANICAL INSPECTOR019SENIOR ELECTRICAL INSPECTOR020ELECTRICAL INSPECTOR 021MEETING ROOM022INSPECTOR023CHIEF PLUMBING INSPECTOR---TENANT'S JANITOR'S CLOSET041UNISEX RESTROOM042WAITING AREA043LOBBY/ENTRANCE044JANITOR CLOSET036WOMEN'S RESTOOM037MEN'S RESTROOM038TENANT'S WOMEN'S RESTROOM039PLAN COORDINATOR031PERMIT SUPERVISOR032BUSINESS CENTER SUPERVISOR033BUSINESS CENTER ADMIN.034INSPECTOR026INSPECTOR027SENIOR BUILDING PLAN EXAMINER028IT ROOM029024025035030040SENIOR BUILDING PLAN EXAMINERINSPECTORSTRUCTURE PLAN EXAMINERSTORAGETENANT'S MEN'S RESTROOMHALLWAYRUBBER---------------9711GLASS PAINT No. 28 1012CUBICLE PARTITIONACOUSTICAL WOODEN PANELSPAINT No. 1SOUTHGLASS PAINT No. 2CUBICLE PARTITIONACOUSTICAL WOODEN PANELSPAINT No. 1EASTGLASS PAINT No. 2CUBICLE PARTITIONACOUSTICAL WOOD PANELPAINT No. 1WESTGLASS PAINT No. 2CUBICLE PARTITION31WOOD PLANKGYPSUM BOARD (SMOOTH WHITE FINISH)32CEILINGGYPSUM BOARD (SMOOTH BLACK FINISH)EXPOSED STRUCTUREACOUSTICAL TILEREMARKS3433 351413 15 1716 18 2019 21 2322 24 2625 27 2928 30FUTURE LEASABLE AREA045ELECTRICAL ROOM046MECHANICAL ROOM047------ --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- ---EXISTING TO REMAIN36---PORCELAIN TILE No. 2PORCELAIN TILE No. 1PORCELAIN TILE No. 2PORCELAIN TILE No. 1PORCELAIN TILE No. 2PORCELAIN TILE No. 1PORCELAIN TILE No. 237 38 39 40N.T.S.C.V.A-600FINISH SCHEDULEhttp://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATIONTO ANNEXA.P.1. G.C. TO PROVIDE WALL BASE IN ALL AREAS DESIGNATED ON FINISH SCHEDULE.WALL BASE NOTES :1. G.C. TO PROVIDE THE SPECIFIED LEVEL OF DRYWALL FINISH IN ALL INTERIORPARTITIONS.WALL FINISH NOTES :1. NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH WILLJEOPARDIZED THE QUALITY OR APPEARANCE OF SUCH WORK.2. ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SPECIFIED FINISH. ALL GYPSUM BOARDPARTITIONS SHALL BE TAPE, SPACKLED AND PREPARED TO RECEIVE THE SPECIFIED FINISH. ALLHOLES, PITCH POCKETS OR SAPPY PORTIONS SHALL BE SCRAPPED AND SHELLACKED, ORSEALED WITH KNOT SEALER. NAIL HOLES, CRACKS OR DEFECTS SHALL BE PUTTIED AFTER FIRSTCOAT, WITH PUTTY MATCHING COLOR OF PAINT FINISH.3. ALL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTITIONS OR GYP BOARD SHALL BEFILLED WITH PATCHING PLASTER AND SMOOTHED OFF TO MATCH ADJOINING SURFACES.4. INTERIOR GYPSUM BOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TOAPPLICATION OF THE FIRST COAT.5. G.C. TO PROVIDE THE SPECIFIED LEVEL OF DRYWALL FINISH SPECIFIED6. UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED ORSPLATTERED ON EXPOSED SURFACES.7. INSTALL TILE IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN "HANDBOOK FORCERAMIC TILE INSTALLATION " AS PUBLISHED BY THE TILE COUNCIL OF AMERICA & PER AWSISTANDARD SPECIFICATIONS.8. NO TILE JOINT TO BE GREATER THAN 1/4". PROVIDE BULLNOSE TILE AT OUTSIDE CORNERS &WHERE TILE ADJOINS ANOTHER FINISH MATERIAL (ALL EXPOSED EDGES)9. PROVIDE ALL REQUIRED FLOORING TRANSITION STRIPS.10. G.C. SHALL PROVIDE CAULK JOINTS WHERE GYPSUM BOARD MEETS THE FLOOR OR ROOF.11. FLOOR SURFACES AT ENTRY SHALL BE LEVELED TO ASSURE SMOOTH SURFACE FOR FINISHFLOOR INSTALLATION.12. GC SHALL SUBMIT PRODUCT DATA SPECIFICATIONS AND SAMPLES FOR APPROVAL PRIOR TOORDER AND INSTALLATION.GENERAL FINISH NOTES :A. AMERICAN NATIONAL STANDRADS INSTITUTE (ANSI)1. ANSI A 108.112. ANSI A 118.9GYPSUM APPLICATION NOTES :GC TO FOLLOW THE FOLLOWING STANDARDS, WHEN APPLICABLE.B. ASTM INTERNATIONAL1. ASTM C 4732. ASTM C 8403. ASTM C 9194. ASTM C 9205. ASTM C 10026. ASTM C 11777. ASTM C 11788. ASTM C 12809. ASTM C 132510. ASTM C 139611. ASTM C 162912. ASTM C 165813. ASTM D 327314. ASTM E 7215. ASTM E 8416. ASTM E 9017. ASTM E 9618. ASTM E 11919. ASTM E 13620. ASTM G 21C. GYPSUM ASSOCIATION1. GA-2142. GA-2163. GA-253EXTERIOR WALLS- EXTERIOR LATEX PRIMER + FINISH COATINTERIOR WALLS- INTERIOR LATEX PRIMER + FINISH COAT(EGGSHELL FINISH)INTERIOR CEILING- INTERIOR LATEX PRIMER + FINISH COAT(EGGSHELL FINISH)PAINTING NOTES :EXTERIOR TRIM- EXTERIOR GRADE PAINTINTERIOR TRIM- SEMI GLOSS FINISHGC SHALL PROVIDE COLOR SAMPLES AND ON-SITE MOCKUP FOR AOR &OWNER APPROVAL PRIOR TO APPLICATION TO ANY SURFACE. NOTE : N.T.S.C.V.A-601FURNITURE SCHEDULEhttp://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATIONTO ANNEXA.P.#PRODUCTPRODUCT NAME/DESCRIPTIONPRODUCT NUMBER1Arwyn Single SeatLoungeArwyn Single Seat Lounge, Small Scale-Cushion Back - 29 1/2d x 30w x 29 1/2hAW60102Arwyn Single SeatLoungeArwyn Single Seat Lounge - Cushion Back -29 1/2d x 34w x 29 1/4hAW60113Freestanding WoodPedestalWood Freestd Pedestal,bar pull,30" d,BBF,21/4"-high base,highpressurelamcase/front,3/8" high-pressure lam top,lockFF10K.30BBF2H05L4 Cubicle PartitionFrame Top Screen,Ptd Stndrd Top Cap,ClearGlass 1/4 thick 11H 30WG11/30TR FT114.1130PTR5Cubicle PartitionFrame Top Screen,Ptd Stndrd Top Cap,ClearGlass 1/4 thick 11H 36WG11/36TR FT114.1136PTR6Rectangular WorkSurfaceRect Surf,sq-edge,24" d,48" w,high-pressurelam top/thermoplasticedge,no brackets, for freestd or use w/ lowcrdnz24/48 FTS10.2448LS7Open Support LegOpen Support Leg,Archtrl Foot,Fxd Hght,Lft24DOS24FV2A2.24FL8Open Support LegOpen Support Leg,Archtrl Foot,Fxd Hght,Rt24DOS24FV2A2.24FR9Lateral FileLat File,W-Pull Freestd 3 Dwr 30WLF/30/3H LW200.30310Verus Work ChairVerus Wk Chair, Assembled,Interweave 2suspensionback,standardheightrange,synchronous w/ tiltlimiter & seat angle,fully adj arms,adjVERUSPIA1B327AA11 Aeron Work ChairWork Chair,New Aeron,B Size,Std-Hgt RangeAdj,Std Tlt,Fully AdjArms,Non-UphstArmpadsAERONAER1B21DW12Rectangular WorkTableRectangle Table w/ C-Foot,sq-edge,30" d(29" surf size),84" w (82" surfsize),thermally-fused lam top/thermoplasticedge,electric std Hidden Power Access rangeDU6AC84X30X1.165DU6ACS.3084ME13Freestanding WoodPedestalWood Freestd Pedestal,bar pull,30" d,BBF,21/4"-high base,highpressure lamcase/front,no top,lockFF10K.30BBF2HNTL14Freestanding WoodLateral FileWood Freestd Lateral File,bar pull,30" w,20"d,FF,2 1/4"-high base,high-pressure lamcase/front,no top,lockFF20K.3020FF2HNTL15Rectangular WorkSurfaceRect Surf,sq-edge,30" d,48" w,high-pressurelam top/thermoplastic edge,no brackets, forfreestd or use w/low crdnz30/48FTS10.3048LS16Low Credenza - WoodWood Low Credenza, Open w/ Drawers, HtAdj Leg Integ,bar pull,54"w,20" d,4H ft,userinbd,open left, 30" BF rt,cut for use w/ C-Leg& 24" D surf,full-height,full height, remvback,thermally - fused lam case/front,1 1/4"high-pressure lam top,woodFFH73K.524SABC2FFL6W17Freestanding WoodPedestalWood Freestd Pedestal,bar pull,30" d,BBF,21/4"-high base,highpressurelam case/front,3/8" high-pressure lamtop,lockFF10K.30BBF2H05L18Freestanding WoodLateral FileWood Freestd Lateral File,bar pull,42" w,20"d,FF,2 1/4"-high base,high-pressure lamcase/front,no top,lockFF20K.4220FF2HNTL19High Credenza - WoodWood High Credenza, Open,42" w,20" d,21/4"-high base,highpressure lam,no topFF800.42202HNT20Rectangular WorkSurfaceThick Top, Stg Attch, Two Unit Placed UnderThe Stg Top, Lam Top/Thermo Edge 20D84W20/84 FF888.200284L21Rectangular WorkTableRenew Rect Tbl, C-Foot,Sq-Edge,LamTop/Thermo Edge,Elec Std Range, 30D 72W30/72EDU6ACS.3072LE22 Low Credenza - WoodWood Low Credenza, Open w/ Drawers, HtAdj Leg Integ,bar pull,60"w,20" d,4H ft,userinbd,open left, 30" BF rt,cut for use w/ C-Leg& 30" D surf,full-height,full height, remvback,thermally - fused lam case/front,1-1/4"high-pressure lam top,woodFFH73K.624SABC3FFL6W23Rectangular WorkTableRectangle Table w/ C-Foot,sq-edge,30" d(29" surf size),72" w (70" surfsize),thermally-fused lam top/thermoplasticedge,electric std rangeDU6AC72X30X1.165DU6ACS.3072ME24Freestanding WoodPedestalWood Freestd Pedestal,bar pull,30" d,BF,21/4"-high base,highpressure lamcase/front,3/8" high-pressure lam top,lockFF10K.30BF2H05L25Rectangular WorkSurfaceRect Surf,sq-edge,30" d,78" w,high-pressurelam top/thermoplasticedge,no brackets, forfreestd or use w/ low crdnz30/78 FTS10.3078LS26Eames ConferenceTable - RectangularEames ConferenceTable,Rectangular,SegmentedBase,LaminateTop/Vinyl Edge,NoGrommet,28-1/2H 48D 96WEAMES/CTET147RSLNG27Eames ConferenceTable - RoundEames Conference Table,Round,ContractBase,Laminate Top/VinylEdge,NoGrommet,28-1/2H 42DiaEAMES/CTET122CLNG28VIV ChairViv Chair, Wood BaseVIVNOVWN10029 Cubicle PartitionFrame Top Screen,Ptd Stndrd Top Cap,ClearGlass 1/4 thick 11H 48WG11/48TRFT114.1148PTR30Cubicle PartitionFrame Top Screen,Ptd Std Top Cap 2Frm,Clear Glass 1/4 thick, 11H 60WG11/60TRFT114.1160GTR31Rectangular WorkSurfaceRect Surf,sq-edge,24" d,72" w,high-pressurelam top/thermoplastic edge,Canvas frame attsurf24/72FTS10.2472LF32Rectangular WorkSurfaceRect Surf,sq-edge,30" d,90" w,high-pressurelam top/thermoplastic edge,Canvas frame attsurf30/90FTS10.3090LF33 Pedestal with PullPed W-Pull,Surface Att 24D,B/B/FBBFLW140.24BBF34Lateral FileLat File,W-Pull Freestd 2 Dwr Raised Hgt36WLFR/36/2HLW200.36135Rectangular WorkingTableRectangle Table w/ C-Foot,sq-edge,24"d (23"surf size),84" w (82"surf size),thermally-fusedlam top/thermoplastic edge,electric std rangeDU6AC84X24X1.165DU6ACS.2484ME36Low Credenza - WoodWood Low Cred Open, 4H Foot, LamCase/Base, 3/8" Lam Top 30W20D30/20 FFC700.30204L0337 Mobile PedestalMobile Pedestal, Box/File, Lam Case/Front,3/4 Lam Top, Bar Pull 20DBF L2PM.20BFL02K38Closed Support LegClosed Support Leg,for Sq-Edge Surface,30"D,Fxd Hght, LamCL30FV2E2.S30FL39Rectangular TableRenew Rect Tbl, C-Foot,Sq-Edge,LamTop/Thermo Edge,Elec Std Range, 30D 84W30/84EDU6ACS.3084LE40Freestanding WoodLateral FileWood Freestd Lateral File,bar pull,42" w,20"d,FF,2 1/4"-highbase,high-pressure lamcase/front,no top,lockFF20K.4220FF2HNTL41 Cubicle PartitionFrame Top Screen,Ptd Stndrd Top Cap,ClearGlass 1/4 thick 11H 48WG11/48TRFT114.1148PTR42 Cubicle PartitionFrame Top Screen,Ptd Std Top Cap 2Frm,Clear Glass 1/4 thick, 11H 66WG11/66TRFT114.1166GTR43Rectangular WorkSurfaceRect Surf,sq-edge,24" d,66" w,high-pressurelam top/thermoplasticedge,Canvas frame attsurf24/66FTS10.2466LF44Rectangular WorkSurfaceRect Surf,sq-edge,30" d,42" w,high-pressurelam top/thermoplasticedge,Canvas frame attsurf30/42FTS10.3042LF45High Credenza - WoodWood High Credenza, Open,30" w,20"d,21/4"-high base,highpressurelam,no topFF800.30202HNT46Cubicle PartitionFrame Top Screen,Ptd Std Top Cap 3 Frm orMore,Clear Glass 1/4thick, 11H 72WG11/72TRFT114.1172JTR47CredenzaCrdnz - Open,48" w,16.5"d,base,high-pressure lam w/ thermo edge,11/4" high-pressure lam w/ thermo edgeOPL2CD.OP48161H0648CredenzaCrdnz - Open w/ Box/ File,54" w,16.5"d,base,30" file left, open rt,high-pressure lamw/ thermo edge,1 1/4"b high-pressure lam w/thermo edge,bar pullBFL2CD.BF54161BCH06K49CredenzaCred - Open, Base, Lam Case/Front, 1-1/4Lam Top 48W 16-1/2DOPL2CD.OP48161L0650BookcaseBookcase 30W 38HBC/30/3HLG500.303851Lateral FileLat File,W-Pull Freestd 3 Dwr 42WLF/42/3HLW200.42352Add-On OverfileAdd-On Overfile,W-Pull,42WOF/42 LW410.4253Vary Easy Eames®Conference TableVary Easy Eames® Conference Table,Rectangular, 28 1/2" high, 42" deep x 66"wide, segmented base, laminate top, squaredvinyl edge, 2 round cutouts and center ovalcutoutET1V50RSLSQCA54Vary Easy Eames®Conference TableVary Easy Eames® Conference Table,Rectangular, 28 1/2" high, 48" deep x 96"wide, segmented base, laminate top, squaredvinyl edge, 2 round cutouts and center ovalcutoutET1V47RSLSQCA55Setu MultipurposeChairChr,Setu Multipurpose,5-star base,std-htrange,lyris suspension seat/bck,ribbon armsSETU CQ51MA56Always ChairAlways Chair 5 Star Base w635 d595 h780seat 470 (mm) w25 d23.5 h30.5 seat 18 (in)ALWAYSALCHB5S57iPlan Tables -Freestanding (Providedby Owner)--58Wall AnchoredCountertop26" Deep by 73" Wide, 40" to the top of thecountertop-59Wall AnchoredCountertop26" Deep by 48" Wide, 34" to the top of thecountertop-ADA Compliance-NOTES:1. REFER TO FURNITURE VENDOR'S PLANS AND PRELIMINARY BUDGET LISTFOR ALL OF FURNITURE AND FURNITURE EQUIPMENT QUOTED FOR THISPROJECT.2. iPLAN TABLES TO BE PROVIDED BY OWNER AND TO BE INSTALLED BY GC.3. GC SHALL LEAVE A 36"X60" CLEARANCE FOR THE INSTALLATION OF THEiPLAN TABLES.4. GC SHALL SUBMIT MILLWORK AND COUNTERTOP SHOP DRAWINGS TO AORFOR REVIEW APPROVAL. VARIES 2"VARIES2" 1 SLIDING GLASS GLASS DOOR VARIES 2"2"VARIES2" 2 ALUMINUM DOUBLE GLASS DOOR 6'-0"2"2"VARIES2"2"2"2'-10"2'-10"2"3 ALUMINUM DOUBLE GLASS DOOR WITH SIDELITES 3'-0"2"2"VARIES2" 4 BULLETPROOF GLASS DOOR WITH DOUBLE SIDELITES2"2"2"2"2"1'-5"1'-5"VARIES 2"2"VARIES2" 5 ALUMINUM HOLLOW METAL DOOR VARIES VARIES6 PRIME FLUSH HOLLOW METAL DOOR PANEL CONCEALED OUTSWING INTERIOR DOOR 42" A.F.F.2"VARIESALUMINUM HOLLOW METAL DOOR WITH PUSH BARS 7 42" A.F.F.2"VARIESALUMINUM / GLASS DOOR WITH PUSH BARS 8 VARIES 2"2"VARIES 2"2"VARIES 2"2"VARIES2" 9 ALUMINUM DOOR WITH SIDELITE 2"2"VARIES 42" A.F.F.42" A.F.F.2" VARIES 2"2"VARIES2" 10 ALUMINUM HOLLOW METAL DOOR W/. PUSHBAR & EXT. WOOD CLADDING TO MATCH ELEVATION42" A.F.F.1. MIAMI-DADE NOTICE OF ACCEPTANCE OR FLORIDA APPROVAL REQUIRED. CONTRACTOR TO PROVIDE N.O.A'S AND FL APPROVAL DOCUMENTS FOR A/E APPROVAL, WHERE NOT ALREADY PROVIDED ON EXISTING DOOR. 2. DOORS IN FIRE BARRIERS (IF APPLICABLE IN THIS PROJECT) SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA FIRE PREVENTION LATEST EDITION AND SHALL BE SELF-CLOSING. 3. ALL METAL DOORS & FRAMES TO BE PRIMED & PAINTED COLOR TO MATCH WALLS, OR COORDINATE WITH OWNER. PAINT TO BE SCUFFED RESISTANT. 4. SUBMIT DOOR SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR FABRICATION. 5. ALL DOOR HARDWARE TO BE VANDAL RESISTANT. 6. G.C. TO FIELD VERIFY ALL EXISTING THRESHOLD CONDITIONS PRIOR PROCUREMENT OF DOOR THRESHOLDS. 7. KEYING REQUIREMENTS SHALL BE COORDINATED WITH OWNER PRIOR TO PROCUREMENT OF ANY LOCKING SYSTEM. 8. G.C. SHALL FIELD VERIFY ALL ROUGH OPENINGS PRIOR TO ORDERING OF DOORS & FRAMES. 9. G.C. SHALL COORDINATE DOOR THRESHOLDS WITH NOA SPECIFICATIONS. 10. ALL GLAZING SHALL MEET CATEGORY 2 SAFETY GLASS REQUIREMENTS. A-700 AL ALUMINUM HGT HEIGHT HM HOLLOW METAL MATL MATERIAL IG IMPACT GLASS MTL METAL WD WOOD TEMP TEMPERED STL STEEL FG FROSTED GLASS GLZ GLAZING CLR CLEAR DOOR HARDWARE MANUFACTURERS (MFR) VON DUPRIN IVES SCHLAGE LCN SARGENT ZERO INTERNATIONAL STEEL CRAFT OR SIMILAR APPROVED DOOR SCHEDULE C.V. N.T.S.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXDOOR AND FRAME SCHEDULE MARK ROOM NAME DOOR FRAME DETAIL FIRE RATING NOTES SECURITY NOTESROUGH OPENING TYPE MATERIAL GLAZED MATERIAL HEAD JAMB THRESHOLDWIDTH ROUGH HEIGHT 001 EMPLOYEE ENTRANCE/EGRESS 3'-4" 8'-5 1/2"8 GLZ CATEGORY II IMPACT AL H1/A-701 J1/A-701 T1/A-701 / DOOR - NOA No. 23-0714.09 PANIC HARDWARE - FL#27001-R3 OR SIMILAR APPROVED SECURITY ACCESS CONTROL LOCK 002 BUILDING OFFICIAL / DIRECTOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 003 BUILDING DEPARTMENT MANAGER 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 004 ASSISTANT BUILDING OFFICIAL 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 005 BREAKROOM 3'-4"8'-5 1/2"5 HM /AL H3/A-701 J3/A-701 T3/A-701 / DOOR - NOA No. 21-0504.07 OR SIMILAR APPROVED / 006 BREAKROOM EGRESS 3'-4"8'-5 1/2"7 HM CATEGORY II IMPACT AL H3/A-701 J3/A-701 T3/A-701 / DOOR - NOA No. 21-0504.07 OR SIMILAR APPROVED / 007 CALL CENTER 3'-4"8'-5 1/2"9 GLZ /AL H4/A-701 J4/A-701 T4/A-701 /// 008 IT ROOM 3'-4"8'-5 1/2"6 HM /WD H3/A-701 J3/A-701 T3/A-701 /// 009 EGRESS 3'-4"8'-5 1/2"10 HM CATEGORY II IMPACT AL ---/ DOOR - NOA No. 21-0504.07 TRESPA NFC PURA SIDING - NOA No. 24.0228.04 TO MATCH EXISTING EXTERIOR CLADDING OR SIMILAR APPROVED SECURITY ACCESS CONTROL LOCK 010 CHIEF BUILDING INSPECTOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 011 CHIEF PLUMBING INSPECTOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 012 CHIEF MECHANICAL INSPECTOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 013 CHIEF ELECTRICAL INSPECTOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 014 STRUCTURE PLAN EXAMINER 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 015 NOT USED ----/----/// 016 CONFERENCE ROOM 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 017 PLAN COORDINATOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 018 MEETING ROOM 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 019 PERMIT SUPERVISOR 3'-4"8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 020 BUSINESS CENTER SUPERVISOR 3'-4"8'-5 1/2"5 HM /AL H3/A-701 J3/A-701 T3/A-701 / DOOR - NOA No. 21-0504.07 OR SIMILAR APPROVED / 021 BUSINESS CENTER ADMINISTRATOR 3'-4" 8'-5 1/2"1 GLZ /AL H2/A-701 J2/A-701 T2/A-701 /// 022 STORAGE 3'-4" 8'-5 1/2"5 HM /AL H3/A-701 J3/A-701 T3/A-701 / DOOR - NOA No. 21-0504.07 OR SIMILAR APPROVED / 023 JANITOR CLOSET (OFFICE)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 024 MEN'S BATHROOM (OFFICE)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 025 WOMEN'S BATHROOM (OFFICE)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 026 BLDG. DPT. OFFICES 6'-6" 8'-5 1/2"4 GLZ /AL H3/A-701 J3/A-701 T3/A-701 //SECURITY ACCESS CONTROL LOCK / BULLETPROOF DOOR AND SITELITES 027 BLDG. DEPT. MAIN ENTRANCE 12'-4"8'-5 1/2"3 AL CATEGORY II IMPACT AL H1/A-701 J1/A-701 T1/A-701 / DOOR - NOA No. 23-0714.09 OR SIMILAR APPROVED / 028 UNISEX RESTROOM (LOBBY)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 029 JANITOR CLOSET (CAFE)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 030 MEN'S BATHROOM (CAFE)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 031 WOMEN'S BATHROOM (CAFE)2'-8"8'-5 1/2"6 HM /AL H3/A-701 J3/A-701 T3/A-701 /// 032/033 CAFE'S MAIN ENTRANCE 6'-3" 8'-5 1/2"2 AL CATEGORY II IMPACT AL H2/A-701 J2/A-701 T2/A-701 / DOOR - NOA No. 23-0714.09 PANIC HARDWARE - FL#27001-R3 OR SIMILAR APPROVED / 034 ELECTRICAL ROOM 4'-0" 7'-0"5 AL CATEGORY II IMPACT AL H3/A-701 J3/A-701 T3/A-701 / DOOR - NOA No. 21-0504.07 PANIC HARDWARE - FL#27001-R3 OR SIMILAR APPROVED / 035 WATER HEATER ROOM 4'-0" 7'-0"5 AL CATEGORY II IMPACT AL H3/A-701 J3/A-701 T3/A-701 / DOOR - NOA No. 21-0504.07 PANIC HARDWARE - FL#27001-R3 OR SIMILAR APPROVED / 036 CAFE EGRESS DOOR 4'-0" 8'-5 1/2"7 AL CATEGORY II IMPACT AL H3/A-701 J3/A-701 T3/A-701 / DOOR - NOA No. 21-0504.07 PANIC HARDWARE - FL#27001-R3 OR SIMILAR APPROVED / GENERAL DOORS AND FRAMES NOTES: INTERIOR 134" 3 7 8" 3 18 '' MIN. EDGE DISTANCE 2'' MIN. EMBED INTO CONCRETE. 1/4'' NOM. SHIM SPACE. CON. PERIMETER SILICONE SEALANT W/ BACKER ROD TIG WELDING TYPE: C 5/6 " DIA. ULTRACON BY "ELCO" DIRECTLY INTO CONCRETE 2" MIN. EMBED 318" MIN. EDGE DISTANCE CL DOUBLE GLASS DOOR FL# 27001 EXISTING 12" BLOCK WALL 3 COAT STUCCO SYSTEM WITH PAINTED FINISH 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH STARTER STRIP AT BASE OF WALL EXTERIOR INTERIOR EXTERIOR 5" PANIC DEVICE 3/8 " MAX. SHIM SPACE 5/16 " DIA. ULTRACON BY "ELCO" DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED GLASS DOOR FL# 27001 EXISTING 12" BLOCK WALL 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH STARTER STRIP AT BASE OF WALL 3 COAT STUCCO SYSTEM WITH PAINTED FINISH 1516" 612" 516" 12" HEIGHT THRESHOLD TIG WELDING SETTING BLOCK ES-9000 G02-27-433 1/4 " x 1-3/4" ULTRACON BY ELCO 1-1/2" MIN. EMBED INTO CONC. SEE FIN. SCHEDULE FOR APPLICABLE FINISHES GLASS DOOR FL# 27001 EXISTING CON. SLAB (SEE STRUCT. DRAWINGS) EXTERIOR INTERIOR 2.4" CONCRETE TOPPING 1"58"2"1 316"1316" GUIDE ROLLER GASKET GLASS 1" MULLION INTERIOR INTERIOR 1/4 " x 1-3/4" ULTRACON BY ELCO 1-1/2" MIN. EMBED INTO CONC. EXISTING CON. SLAB (SEE STRUCT. DRAWINGS) 2.4" CONCRETE TOPPING 38" 1 316"1"238"1" 1 316"238"FRAME PROFILE GASKET GLASS MULLIONINTERIOR INTERIOR 58"516"238"238"316"158"1"1"58" 516"238" TRACK FRAME PROFILE MULLION TOP PROFILE TUBE GASKET 238"11516" GLASS INTERIOR INTERIOR DOOR (SEE DOOR SCHEDULE SEE FIN. SCHEDULE FOR APPLICABLE FINISHES SEE FIN. SCHEDULE FOR APPLICABLE FINISHES DOOR JAMB BEYOND EXISTING CON. SLAB (SEE STRUCT. DRAWINGS) VARIES SCHLUTER-SCHIENE OR SIMILAR APPROVED 2.4" CONCRETE TOPPING INTERIOR INTERIOR SEE WALL TYPES 2" DOO R S E E S C H E D U L E SEE WALL TYPES SEALANT FLUSH FRAME (SEE DOOR SCHEDULE FOR GAUGES) PREPARED FOR A 1-3/4" DOOR FLUSH FRAME (SEE DOOR SCHEDULE FOR GAUGES) PREPARED FOR A 1-3/4" DOOR LOCK-IN (18 GA. STEEL) JAMB ANCHORS FOR STEEL STUD WALLS OR EXIST. MASONRY WALLS ANCHOR. R-9 FIBERGLASS INSULATION INTERIOR INTERIOR DOOR (SEE DOOR SCHEDULE) SEALANT & BACKER ROD (TYP.) HOLLOW METAL FRAME SEALANT & BACKER ROD (TYP.) FOR APPLICABLE FINISHES, REFER TO FINISH SCHEDULE EXISTING WALL INTERIOREXTERIOR FOR APPLICABLE FINISHES, REFER TO FINISH SCHEDULE A-701 DOOR DETAILS C.V. N.T.S. H-1 A-701 DOOR HEADER DETAIL (TYP.) J-1 A-701DOOR JAMB DETAIL (TYP.) T-1 A-701 DOOR THRESHOLD DETAIL (TYP.)http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXH-2 A-701 DOOR HEADER DETAIL (TYP.) J-2 A-701DOOR JAMB DETAIL (TYP.) T-2 A-701 DOOR THRESHOLD DETAIL (TYP.) H-3 A-701 DOOR HEADER DETAIL (TYP.) J-3 A-701DOOR JAMB DETAIL (TYP.) T-3 A-701 DOOR THRESHOLD DETAIL (TYP.)A.P. 2"2'-0"2"2"10"2"10"3'-8"2"2"3'-4"BULLETPROOF TRANSACTION WINDOW WITH SPEAKER AND DEAL TRAY WITH DOUBLE SIDLITE1'-10"2"3'-5"2" 2"2"2"2"2"5'-4"2"2"2"2"2"5'-4"2"2"2" VARIES VARIES CLCL5'-4"2"2"2"3'-7"2"7'-10"2"2"2"2"2" ALUMINUM FIXED WINDOW 2"1'-0"2"1/2 1/2 1/31/31/3 1/2 1/2 VARIES (V.I.F)(V.I.F)(V.I.F)(V.I.F)(V.I.F)(V.I.F)(V.I.F) (V.I.F)(V.I.F) (V.I.F) 2"3'-5"2"3'-5"1'-10"2"3'-5"2"2"2"(V.I.F)(V.I.F) 2"3'-5" 1 ALUMINUM FIXED WINDOW 2 ALUMINUM FIXED WINDOW 3 ALUMINUM FIXED WINDOW 4 ALUMINUM FIXED WINDOW 5 ALUMINUM FIXED WINDOW 6 7 4'-4"1'-4"5'-0"EXISTING 12" BLOCK WALL 3 COAT STUCCO SYSTEM WITH PAINTED FINISH3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH STARTER STRIP AT BASE OF WALL ALUMINUM BUCK SHIM SERIES "EL-150" ALUMINUM FIXED WINDOW - L.M.I. NOA NO. 23-0714.17 OR SIMILARLY APPROVED EXTERIOR INTERIORSHIM ALUMINUM BUCK INTERIOR EXTERIOR SERIES "EL-150" ALUMINUM FIXED WINDOW - L.M.I. NOA NO. 23-0714.17 OR SIMILARLY APPROVED EXISTING 12" BLOCK WALL 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH STARTER STRIP AT BASE OF WALL3 COAT STUCCO SYSTEM WITH PAINTED FINISH 12 1/4"2 1/4"5/8" GYPSUM BOARD WITH PAINTED FINISH 4" STUD R-9 FIBERGLASS INSULATION INTERIOR INTERIOR TOTAL SECURITY SOLUTIONS STAINLESS STEEL RECESSED CURRENCY DEAL TRAY OR SIMILAR APPROVED TOTAL SECURITY SOLUTIONS STAINLESS STEEL COUNTERTOP OR SIMILAR APPROVED TOTAL SECURITY SOLUTIONS INTERIOR TRANSACTION WINDOW OR SIMILAR APPROVED SEALANT ALUMINUM BUCK SHIM SERIES "EL-150" ALUMINUM FIXED WINDOW - L.M.I. NOA NO. 23-0714.17 OR SIMILARLY APPROVED EXISTING 12" BLOCK WALL 3 COAT STUCCO SYSTEM WITH PAINTED FINISH 3" METAL FURRING STRIP, 25 GA. @ 16" O.C. 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH STARTER STRIP AT BASE OF WALL EXTERIOR INTERIOR 5/8" GYPSUM BOARD WITH PAINTED FINISH R-9 FIBERGLASS INSULATION SEALANT 4" STUD INTERIOR INTERIOR TOTAL SECURITY SOLUTIONS INTERIOR TRANSACTION WINDOW OR SIMILAR APPROVED 5/8" GYPSUM BOARD WITH PAINTED FINISH 4" STUD R-9 FIBERGLASS INSULATION INTERIOR INTERIOR SEALANT TOTAL SECURITY SOLUTIONS INTERIOR TRANSACTION WINDOW OR SIMILAR APPROVED A-702 WINDOW SCHEDULE P.L. N.T.S.http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXWINDOW SCHEDULE MARK TYPE WINDOW FRAME DETAIL FIRE RATE MOUNTING NOTESROUGH OPENING SIZE MATERIAL MATERIAL HEAD JAMB SILLWIDTH ROUGH HEIGHT 01 4 6'-8"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F. NOA # 23-0714.17 OR SIMILAR APPROVED 02, 05, 06, 09 2 3'-11"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F. NOA # 23-0714.17 OR SIMILAR APPROVED 03, 04, 07, 08 2 4'-4"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F. NOA # 23-0714.17 OR SIMILAR APPROVED 10 4 5'-11"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F. NOA # 23-0714.17 OR SIMILAR APPROVED 11,12 3 8'-10"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 13 4 5'-4"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F. NOA # 23-0714.17 OR SIMILAR APPROVED 14 4 5'-6"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F. NOA # 23-0714.17 OR SIMILAR APPROVED 15,16,17 1 6'-2"8'-5 1/2"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 18 6 8'-0"2'-2"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /75.5" A.F.F. NOA # 23-0714.17 OR SIMILAR APPROVED 19 5 12'-0"2'-2"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /75.5" A.F.F. NOA # 23-0714.17 OR SIMILAR APPROVED 20 4 8'-0"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F.NOA # 23-0714.17 OR SIMILAR APPROVED 21 3 12'-0"5'-4"IG AL H1 / A-700 J1 / A-700 S1 / A-700 /37.5" A.F.F. NOA # 23-0714.17 OR SIMILAR APPROVED 22,23,24,25 7 4'-4"5'-0"IG AL H2 / A-700 J2 / A-700 S2 / A-700 /37.5" A.F.F.- 1. MIAMI-DADE NOTICE OF ACCEPTANCE REQUIRED. CONTRACTOR TO PROVIDE N.O.A'S FOR A/E APPROVAL, WHERE NOT ALREADY PROVIDED. (SERIES EL-150 ALUMINUM FIXED WINDOW-L.M.I. NOA# 23-0714.17 OR SIMILAR APPROVED.) 2. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/ METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2020 FBC AND ADOPTED STANDARDS. 3. G.C. SHALL VERIFY ALL WINDOWS IN FIELD PRIOR TO ORDERING AND FABRICATION. 4. ALL OPENINGS SHALL BE FIELD VERIFIED AND MEASURED BY SELECTED GLAZING CONTRACTOR AND ACCEPTED BY CONTRACTOR PRIOR START OF SHOP FABRICATION OF GLAZING SYSTEM. 5. G.C. SHALL COORDINATE DOOR SILLS WITH NOA SPECIFICATIONS. 6. G.C. SHALL FIELD VERIFY ALL ROUGH OPENING OF WINDOW SYSTEMS. 7. GC SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO AOR/EOR FOR APPROVAL PRIOR TO ORDERING OF WINDOW SYSTEMS. 8. G.C. SHALL SUBMIT PRODUCT SAMPLE FOR APPROVAL BY ARCHITECT AND OWNER PRIOR TO PLACING ORDER. 9. ALL WINDOWS AND STOREFRONT SHALL BE PLACED WITHIN STRUCTURAL OPENING. 10. ALL EXTERIOR WINDOWS, GLASS CURTAIN WALLS, GLASS DOORS, AND GLAZING SHALL HAVE A HEAT GAIN COEFFICIENT OF 0.5 AND A U-VALUE OF 1.25. 11. FOR WALL ASSEMBLY INFORMATION REFER TO WALL ASSEMBLY SHEETS A-500 AND 500.1 AS WELL AS WALL SECTION SHEETS A-501 AND A-502. H-1 A-702 WINDOW HEADER DETAIL (TYP.) SCALE: 3" = 1'-0" J-1 A-702 WINDOW JAMB DETAIL SCALE: 3" = 1'-0" S-1 A-702 WINDOW SILL DETAIL SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" S-2 A-702 WINDOW SILL DETAILH-2 A-702 WINDOW HEADER DETAIL SCALE: 3" = 1'-0" J-2 A-702 WINDOW JAMB DETAIL SCALE: 3" = 1'-0" AL ALUMINUM HGT HEIGHT HM HOLLOW METAL MATL MATERIAL IG IMPACT GLASS MTL METAL WD WOOD TEMP TEMPERED STL STEEL FG FROSTED GLASS GLZ GLAZING CLR CLEAR A.P. GENERAL WINDOW NOTES: 00401 02 01303 012 04 011 0140506 07010 01909 10 01811 12 01613 4"2'-3"2"2'-4"2"2'-4"2"2'-4"2" 10'-5" 4"5"2"3'-0"2"2"2"2"2"2'-4"2'-3"2'-3"2'-4"3'-0"2"2"1'-11"2"1'-11"2"1'-11"2"1'-11"2"2"1'-0"3'-0"2"1'-11"2"1'-11"2"1'-11"2"1'-11"2" 13'-11"24'-2"8'-4"2"2"8'-4"2"2"8'-4"2"2"8'-4"2"2"3'-0"2"2"1'-11"2"1'-11"2"1'-11"2"1'-11"2"2"1'-0"3'-0"2"1'-11"2"1'-11"2"1'-11"2"1'-11" 24'-2" 2"2"3'-0"2"2'-2"2"2'-2"2" 8'-1" 2"3'-0"2" 10'-6" 2"3'-6"2"3'-4"2"2'-5"2"2'-5"2"2'-5" 10'-8" 2"2'-5"4" 4"2'-1"2"2'-0" 12'-3" 2"3'-0"2"2"2'-1"2"2'-0"2'-1" 18'-3" 2"2'-1"4"2'-1"2"2'-1"2"2'-1"2"2'-1"2"2'-1"2"2'-1"2"2"4"2'-1" 10'-4" 2"2'-1"2"2'-2"2"3'-0"2"8'-4"2"2"8'-4"2"2"8'-4"2"2"148'-4"2"2"8'-4"2"2"021 2"3'-0" 12'-10" 2"2'-3"2"2'-2"2"2'-2"2"2'-3"2"8'-4"2"2"A-703 GLAZING ELEVATIONS P.L. AS SHOWN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXA.P. GLAZING ELEVATIONS13/8"=1'-0" A-704 7 A-704 1 A-704 3 A-704 6 A-704 2 A-704 4 A-704 5 A-704 GLAZING DETAILS P.L. AS SHOWN http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sNOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXSCALE: 6" = 1'-0" 1 A-704GLAZING DETAIL SCALE: 6" = 1'-0" 4 A-704GLAZING DETAIL SCALE: 6" = 1'-0" 6 A-704GLAZING DETAIL A.P. SCALE: 6" = 1'-0" 2 A-704GLAZING DETAIL SCALE: 6" = 1'-0" 5 A-704GLAZING DETAIL SCALE: 6" = 1'-0" 7 A-704GLAZING DETAIL SCALE: 6" = 1'-0" 3 A-704GLAZING DETAIL 1"x3" WOOD BLOCK ALUMINUM MULLION PAINTED BLACK DOOR HINGE ALUMINUM DOOR JAMB PAINTED BLACK BRUSHED STAINLESS STEEL HANDLE BOTH SIDES THUMBTURN KEY LOCKSEALED DOUBLE GLAZED (44 STC) SEALED DOUBLE GLAZED (44 STC) SEALED DOUBLE GLAZED (44 STC) SEALED DOUBLE GLAZED (44 STC)ALUMINUM MULLION BETWEEN DOOR AND WINDOW PAINTED BLACK SEALED DOUBLE GLAZED (44 STC) ALUMINUM WINDOW JAMB PAINTED BLACK 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 1"x3" WOOD BLOCK 1"x3" WOOD BLOCK 1"x3" WOOD BLOCK SEALED DOUBLE GLAZED (44 STC) SEALED DOUBLE GLAZED (44 STC) ALUMINUM WINDOW HEADER PAINTED BLACK ALUMINUM WINDOW SILL PAINTED BLACK SEALED DOUBLE GLAZED (44 STC) ALUMINUM DOOR HEADER PAINTED BLACK 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH 5/8" SHEETROCK MOLD TOUGH AR FIRECODE X PANEL W/ PAINTED FINISH COLUMN EXISTING TO REMAIN DC-1 116 SQFT 012 INSPECTORSR. BUILDING 113 SQFT 030 PLAN EXAMINERSTRUCTURE 116 SQFT 031 COORDINATORPLAN 128 SQFT 022 ROOMMEETING 122 SQFT 033 SUPERVISORBUSINESS CENTER 48 SQFT 029 IT ROOM 044 LOBBY / ENTRANCE 633 SQFT 043 WAITING AREA 156 SQFT 001 OR DIRECTORBUILDING OFFICIAL 81 SQFT 015 INSPECTORSR. PLUMBING 81 SQFT 019 INSPECTORMECHANICAL 184 SQFT 017 ROOMCONFERENCE 133 SQFT 004 BUILDING OFFICIALASSISTANT 81 SQFT 024 INSPECTOR 81 SQFT 025 PLAN EXAMINERSR. BUILDING 121 SQFT 010 INSPECTORCHIEF ELECTRICAL 159 SQFT 002 MANAGERBUILDING DEPT. 81 SQFT 020 INSPECTORSR. ELECTRICAL 81 SQFT 023 INSPECTOR 81 SQFT 016 INSPECTORPLUMBING 81 SQFT 021 INSPECTORELECTRICAL 121 SQFT 009 INSPECTORCHIEF MECHANICAL 81 SQFT 018 INSPECTORSR. MECHANICAL 120 SQFT 007 INSPECTORCHIEF BUILDING 116 SQFT 014 ADMINISTRATORFLOOD PLAIN 121 SQFT 008 INSPECTORCHIEF PLUMBING 401 SQFT 003 BREAKROOM CALL CENTER 011 181 SQFT 101 SQFT 032 SUPERVISORPERMIT 65 SQFT 005 ADMIN 65 SQFT 006 ADMIN 116 SQFT 013 INSPECTORBUILDING 81 SQFT 026 INSPECTOR 81 SQFT 027 INSPECTOR 81 SQFT 028 PLAN EXAMINERSR. BUILDING 378 SQFT 034 ADMINISTRATORBUSINESS CENTER 78 SQ FT 035 STORAGE 33 SQ FT 036 CLOSETJANITOR 42 SQ FT 041 CLOSETTENANT JANITOR 49 SQ FT 040 RESTROOMTENANT MEN'S 62 SQ FT 042 UNISEXRESTROOM 69 SQ FT 039 RESTROOMTENANT WOMENS 69 SQ FT 038 RESTROOMMEN'S 69 SQ FT 037 RESTROOMWOMENS 1,044 SQFT (INTERIOR NOT IN SCOPE) FUTURE/ LEASABLE AREA DC-2 DC-3DC-7 DC-6 DC-4 DC-5 DC-11DC-15DC-8DC-9 SG-1DC-10 DC-12 DC-13 DC-14 SG-2SG-3SG-4SG-5SG-7 SG-8 SG-6SG-9http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXC.B.A.P. 3/16" = 1'-0" SIGNAGE PLAN A-800 SIGNAGE PLAN 3/16"=1'-0"1 A-801.1 1 A-801.1 2 EXISTING BUILDING NEW BUILDING ADDITION GENERAL NOTES: SHADING LEGEND 1. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 2. VENDOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. SUNNY ISLES BEACH BUILDING DEPARTMENT SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK OF ANY DISCREPANCIES IN THE CONTRACT DOCUMENTS AND CONDITIONS ON THESE DRAWINGS AND/OR ALL OBVIOUS ERRORS AND OMISSIONS. 3. VENDOR SHALL PROMPTLY NOTIFY SUNNY ISLES BUIDLING DEPARTMENT OF THE EXISTENCE OF ANY OBSERVED VARIATIONS OR CONFLICTS BETWEEN THE CONTRACT DOCUMENTS AND ANY APPLICABLE CODES OR ORDINANCES. 4. VENDOR SHALL PATCH AND REPAINT ALL AREAS AFFECTED BY INSTALLATION OF THE NEW SIGNS AS NEEDED TO MATCH ORIGINAL CONDITIONS. 5. VENDOR SHALL NOTIFY SUNNY ISLES BUILDING DEPARTMENT WITHIN 24 HOURS OF ANY CONDITION WHICH IS CAUSING OR MAY CAUSE DELAY IN THE PROJECT COMPLETION. 6. VENDOR SHOULD SUBMIT SIGN SAMPLE FOR APPROVAL BY SUNNY ISLES BEACH BUILDING DEPARTMENT PRIOR TO FABRICATION. 7. VENDOR SHOULD SUBMIT SIGN FRAME MOUNTED SYSTEM FOR APPROVAL BY SUNNY ISLES BEACH BUILDING DEPARTMENT PRIOR TO FABRICATION. 8. ALL SIGNAGE FONT TO MATCH EXISTING. 9. ALL SIGNAGE SHALL HAVE BRAILLE TRANSLATION IN ACCORDANCE TO ADA STANDARDS AND CHAPTER 7 FBC ACCESSIBILITY 2023, 8TH EDITION. 10. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. NAME, BUILDING DEPARTMENT 4'-7"3"NAME, BUILDING DEPARTMENT 4'-7"3"9'-4"1'-8"5'-11"1'-9"5'-5"7"3"1'-4"1'-9"11'-1"7'-7"1'-7"5'-9"7"5"7"3"4'-0"4'-0"2'-5"TO SERVE THE RESIDENTS, STAFF, AND VISITORS OF THE CITY IN AN EFFICIENT, COURTEOUS, AND PROFESSIONAL MANNER, WHILE PERFORMING THE FUNCTIONS AND DUTIES OF THE OFFICE IN ACCORDING WITH STATE, COUNTY, AND MUNICIPAL LAWS 2"3"5'-6" MAXIMUM3"3"3"3"3"3"3'-6"3'-3"10'-8"2'-0"1'-7"7'-6"3'-5" MAXIMUM4'-0"4'-0"10"10"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXC.B.A.P. AS SHOWN SIGNAGE DETAILS & SUNNY ISLES LOGO DETAILS A-8015"8"1"SIGNAGE SCHEDULE MARK SIGN DETAIL SIZE LETTERING TEXT MOUNTING REMARKS HEIGHT LENGTH HEIGHT COLOR NAME, BUILDING DEPARTMENT DETAIL HEIGHT - DC-1 DECAL 0'-5"0'-8"0'-1" 0'-0 3/4" BLACK NAME, BUILDING OFFICIAL OR DIRECTOR GLASS 4'-7"- DC-2 DECAL 0'-5"0'-8"0'-1" 0'-0 3/4" BLACK NAME, BUILDING DEPARTMENT MANAGER GLASS 4'-7"- DC-3 DECAL 0'-5"0'-8"0'-1" 0'-0 3/4" BLACK NAME, ASSISTANT BUILDING OFFICIAL GLASS 4'-7"- DC-4 DECAL 0'-5"0'-8"0'-1" 0'-0 3/4" BLACK NAME, CHIEF BUILDING INSPECTOR GLASS 4'-7"- DC-5 DECAL 0'-5"0'-8"0'-1" 0'-0 3/4" BLACK NAME, CHIEF PLUMBING INSPECTOR GLASS 4'-7"- DC-6 DECAL 0'-5"0'-8"0'-1" 0'-0 3/4" BLACK NAME, CHIEF MECHANICAL INSPECTOR GLASS 4'-7"- DC-7 DECAL 0'-5"0'-8"0'-1" 0'-0 3/4" BLACK NAME, CHIEF ELECTRICAL INSPECTOR GLASS 4'-7"- DC-8 DECAL 0'-5"0'-8"0'-1"0'-0 3/4" BLACK CALL CENTER GLASS 4'-7"- DC-9 DECAL 0'-5"0'-8"0'-1" 0'-0 3/4" BLACK NAME, BUSINESS CENTER ADMINISTRATOR GLASS 4'-7"- DC-10 DECAL 0'-5"0'-8"0'-1" 0'-0 3/4" BLACK NAME, BUSINESS CENTER SUPERVISOR GLASS 4'-7"- DC-11 DECAL 0'-5"0'-8"0'-1"0'-0 3/4" BLACK MEETING ROOM GLASS 4'-7"- DC-12 DECAL 0'-5"0'-8"0'-1"0'-0 3/4" BLACK NAME, PERMIT SUPERVISOR GLASS 4'-7"- DC-13 DECAL 0'-5"0'-8"0'-1" 0'-0 3/4"BLACK NAME, PLAN COORDINATOR GLASS 4'-7"- DC-14 DECAL 0'-5"0'-8"0'-1" 0'-0 3/4" BLACK NAME, STRUCTURE PLAN EXAMINER GLASS 4'-7"- DC-15 DECAL 0'-5"0'-8"0'-1" 0'-0 3/4" BLACK CONFERENCE ROOM GLASS 4'-7"- SG-1 SIGN 0'-9"0'-6" 0'-0 5/8" 0'-0 7/32" WHITE IT ROOM WALL 4'-7"BRAILLE TRANSLATION SG-2 SIGN 0'-9"0'-6" 0'-0 5/8" 0'-0 7/32" WHITE WOMEN'S RESTROOM WALL 4'-7"BRAILLE TRANSLATION SG-3 SIGN 0'-9"0'-6" 0'-0 5/8" 0'-0 7/32" WHITE MEN'S RESTROOM WALL 4'-7"BRAILLE TRANSLATION SG-4 SIGN 0'-9"0'-6" 0'-0 5/8" 0'-0 7/32" WHITE STROAGE WALL 4'-7"BRAILLE TRANSLATION SG-5 SIGN 0'-9"0'-6" 0'-0 5/8" 0'-0 7/32" WHITE JANITOR CLOSET WALL 4'-7"BRAILLE TRANSLATION SG-6 SIGN 0'-9"0'-6" 0'-0 5/8" 0'-0 7/32" WHITE WOMEN WALL 4'-7"BRAILLE TRANSLATION SG-7 SIGN 0'-9"0'-6" 0'-0 5/8" 0'-0 7/32" WHITE MEN WALL 4'-7"BRAILLE TRANSLATION SG-8 SIGN 0'-9"0'-6" 0'-0 5/8" 0'-0 7/32" WHITE JANITOR CLOSET WALL 4'-7"BRAILLE TRANSLATION SG-9 SIGN 0'-9"0'-6" 0'-0 5/8" 0'-0 7/32" WHITE UNISEX RESTROOM WALL 4'-7"BRAILLE TRANSLATION DECAL SIGNAGE DETAIL 3/8"=1'-0"1 SIGNAGE DETAIL 3/8"=1'-0"2 6"9"ADDRESS SIGNAGE - NORTH ELEVATION BUILDING DEPARTMENT SIGNAGE - NORTH ELEVATION EXTERIOR WOOD CLADDING 1/2"=1'-0" 1/2"=1'-0" 4 1/2"=1'-0" 3 1/2"=1'-0" 009 WHITE ALUMINUM 7" TALL LETTERS WHITE ALUMINUM 1 12" WIDE NUMBERS GENERAL NOTES: 1. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 2. VENDOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. SUNNY ISLES BEACH BUILDING DEPARTMENT SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK OF ANY DISCREPANCIES IN THE CONTRACT DOCUMENTS AND CONDITIONS ON THESE DRAWINGS AND/OR ALL OBVIOUS ERRORS AND OMISSIONS. 3. VENDOR SHALL PROMPTLY NOTIFY SUNNY ISLES BUIDLING DEPARTMENT OF THE EXISTENCE OF ANY OBSERVED VARIATIONS OR CONFLICTS BETWEEN THE CONTRACT DOCUMENTS AND ANY APPLICABLE CODES OR ORDINANCES. 4. VENDOR SHALL PATCH AND REPAINT ALL AREAS AFFECTED BY INSTALLATION OF THE NEW SIGNS AS NEEDED TO MATCH ORIGINAL CONDITIONS. 5. VENDOR SHALL NOTIFY SUNNY ISLES BUILDING DEPARTMENT WITHIN 24 HOURS OF ANY CONDITION WHICH IS CAUSING OR MAY CAUSE DELAY IN THE PROJECT COMPLETION. 6. VENDOR SHOULD SUBMIT SIGN SAMPLE FOR APPROVAL BY SUNNY ISLES BEACH BUILDING DEPARTMENT PRIOR TO FABRICATION. 7. VENDOR SHOULD SUBMIT SIGN FRAME MOUNTED SYSTEM FOR APPROVAL BY SUNNY ISLES BEACH BUILDING DEPARTMENT PRIOR TO FABRICATION. 8. ALL SIGNAGE FONT TO MATCH EXISTING. 9. ALL SIGNAGE SHALL HAVE BRAILLE TRANSLATION IN ACCORDANCE TO ADA STANDARDS AND CHAPTER 7 FBC ACCESSIBILITY 2023, 8TH EDITION. 10. G.C SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING DIMENSIONS, LOCATION, & MATERIAL COMPOSITION. TEXT ON WOOD PANEL WALL 1"=1'-0"5 ENTRANCE SIGN ON CONCRETE 2' HIGH X 3" WIDE BLACK ALUMINUM WOOD TILE CLADDING FINISH ON CONCRETE 3" CONCRETE BASE 1/2"=1'-0"6 NEW LANDSCAPE LIGHTINGFINISH FLOOR WOODEN PLANK CLADDING SEE FINISH SCHEDULE 3" HIGH X 2" WIDE WHITE WOOD ENTRANCE SIGN ON CONCRETE 1/2"=1'-0"7 WOODEN PLANK CLADDING SEE FINISH SCHEDULE 4" Ø , 1/2" THICK WHITE WOOD BACKGROUND 1/2" THICK CITY OF SUNNY ISLES BEACH LOGO (WOOD MATERIAL) OVER 1/2" THICK WHITE WOOD BACKGROUND. FINISH FLOOR WHITE ALUMINUM 7" TALL LETTERS CITY OF SUNNY ISLES BEACH LOGO http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXC.B.A.P. AS SHOWN DRAINAGE MAT DETAILS A-8022"1" WALK-OFF MAT CROSS-SECTION DETAIL WALK-OFF MAT SECTION DETAIL ENTRANCE WALK-OFF MAT NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS PER REVIEW AND APPROVAL PRIOR TO FABRICATION & INSTALLATION 1 3/8"=1'-0" 3 1-1/2"=1'-0" 2 1-1/2"=1'-0" 7'-0"4'-0"DIRECTION OFTRAVELSERRATED ALUM RAIL ALUM KEY BAR SUPPORT VINYL RAIL CUSHION ALUM BASE FRAME, TYP. ALUMINUM DOOR SEE DOOR SCHEDULEINTERLOCKING PERMEABLE CONCRETE PAVERS 1/4" #89 CRUSHED STONE POLLUTION CONTROL FABRIC SUB-BASE 3/4" #57 STONE SUB-NON-WOOVEN GEOTEXTILE FABRIC 3/4" #57 STONE RIGID ALUMINUM DUTY MAT IN RECESSED CONCRETE PIT 4'-0" ALUMINUM ANGLE COUNTER SUNK SCREW ALUMINUM ANGLE SERRATED ALUM RAIL ALUM KEY BAR SUPPORT VINYL RAIL CUSHION ALUM BASE FRAME, TYP.2"7'-0" 044 LOBBY / ENTRANCE 027 027 3 A-303 A-303 2 2" CONCRETE TOPPING 2" CONCRETE TOPPING EXISTING CONCRETE SLAB EXISTING CONCRETE SLAB http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316024024BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXSTRUCTURAL ENGINEERING6262 BIRD RD, SUITE 2D,MIAMI, FL 33155PH: (305) 661-9918 CA 9135FX: (305) 675-2350PMMCONSULTINGENGINEERSPAUL A. MARTINEZFLORIDA REG. No. 42650PMMCE JOB # 24024S-1.0THIS PLAN HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL MARTINEZ, PE ON DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.Y.SOSAPMM >=>=d bA OR G12 d bd bJD90° HOOK180° HOOKSIZEBAR#3#4#5#6#7#8#9#10#11#14#18RECOMMENDED HOOKS, ALL GRADESD. (IN.)FINISHEDDIAMETERBEND2 1/433 3/44 1/25 1/469 1/210 3/41218 1/424180° HOOKSA OR G.(IN.)567810111517192736J.(IN.)34567811 3/428 1/221 3/414 3/413 1/4A OR G.(IN.)68101214161922243141OR 2 1/2" MIN4 d bDIMENSIONDETAILINGDETAILINGDIMENSIONA OR GHOOK90° HOOKSDhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316024024BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXSTRUCTURAL ENGINEERING6262 BIRD RD, SUITE 2D,MIAMI, FL 33155PH: (305) 661-9918 CA 9135FX: (305) 675-2350PMMCONSULTINGENGINEERSPAUL A. MARTINEZFLORIDA REG. No. 42650PMMCE JOB # 24024S-1.1THIS PLAN HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL MARTINEZ, PE ON DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.Y.SOSAPMM http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316024024BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXSTRUCTURAL ENGINEERING6262 BIRD RD, SUITE 2D,MIAMI, FL 33155PH: (305) 661-9918 CA 9135FX: (305) 675-2350PMMCONSULTINGENGINEERSPAUL A. MARTINEZFLORIDA REG. No. 42650PMMCE JOB # 24024S-1.2THIS PLAN HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL MARTINEZ, PE ON DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.Y.SOSAPMM 213EHDBMhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316024024BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXSTRUCTURAL ENGINEERING6262 BIRD RD, SUITE 2D,MIAMI, FL 33155PH: (305) 661-9918 CA 9135FX: (305) 675-2350PMMCONSULTINGENGINEERSPAUL A. MARTINEZFLORIDA REG. No. 42650PMMCE JOB # 24024S-2.0THIS PLAN HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL MARTINEZ, PE ON DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.Y.SOSAPMM 213EHDBMhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316024024BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXSTRUCTURAL ENGINEERING6262 BIRD RD, SUITE 2D,MIAMI, FL 33155PH: (305) 661-9918 CA 9135FX: (305) 675-2350PMMCONSULTINGENGINEERSPAUL A. MARTINEZFLORIDA REG. No. 42650PMMCE JOB # 24024S-3.0THIS PLAN HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL MARTINEZ, PE ON DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.Y.SOSAPMM http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316024024BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXSTRUCTURAL ENGINEERING6262 BIRD RD, SUITE 2D,MIAMI, FL 33155PH: (305) 661-9918 CA 9135FX: (305) 675-2350PMMCONSULTINGENGINEERSPAUL A. MARTINEZFLORIDA REG. No. 42650PMMCE JOB # 24024S-4.0THIS PLAN HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL MARTINEZ, PE ON DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.Y.SOSAPMM http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316024024BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXSTRUCTURAL ENGINEERING6262 BIRD RD, SUITE 2D,MIAMI, FL 33155PH: (305) 661-9918 CA 9135FX: (305) 675-2350PMMCONSULTINGENGINEERSPAUL A. MARTINEZFLORIDA REG. No. 42650PMMCE JOB # 24024S-5.0THIS PLAN HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL MARTINEZ, PE ON DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.Y.SOSAPMM http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024ADRIAN PRICE FL. LICENSE #AR97961 CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316024024BID SETBUILDING DEPARTMENT RELOCATION TO ANNEXSTRUCTURAL ENGINEERING6262 BIRD RD, SUITE 2D,MIAMI, FL 33155PH: (305) 661-9918 CA 9135FX: (305) 675-2350PMMCONSULTINGENGINEERSPAUL A. MARTINEZFLORIDA REG. No. 42650PMMCE JOB # 24024S-6.0THIS PLAN HAS BEEN DIGITALLY SIGNED AND SEALED BY PAUL MARTINEZ, PE ON DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.Y.SOSAPMM REFRIGERANT PIPING NOTES1. REFRIGERANT PIPING SHALL BE COPPER, REFRIGERATION GRADE, SOFT TEMPER,SEALED AT THE MILL. CIRCULATE DRY NITROGEN THROUGH PIPING WHENSOLDERING. TEST FOR LEAKS PRIOR TO CHARGING SYSTEM WITH R-410AREFRIGERANT.2. THE CONTRACTOR SHALL CONFIRM THE DIAMETER OF THE REFRIGERANT PIPING RUNSIN EXCESS OF 50 EQUIVALENT FEET WITH MANUFACTURER FOR ALL SPLIT SYSTEMS.3. "ARMAFLEX" OR EQUAL INSULATION SHALL BE USED FOR SUCTION AND HOT GAS REHEATREFRIGERANT LINES (3/4" THICKNESS OR PER MANUFACTURERS SPECIFICATIONS). ALLDUCTLESS AND VARIABLE REFRIGERANT FLOW UNITS SHALL HAVE LIQUID AND SUCTIONLINES INSULATED. FILTER/DRYER AND SIGHT GLASS SHALL BE PROVIDED AT LIQUIDLINES. ALL OUTDOOR PIPING INSULATION EXPOSED TO SUNLIGHT AND WEATHER SHALLBE PAINTED WITH TWO COATS OF PROTECTIVE (K-FLEX 374 OR APPROVED EQUAL).4. REFRIGERANT CIRCUIT ACCESS PORTS LOCATED OUTDOORS SHALL BE FITTED WITHLOCKING-TYPE TAMPER-RESISTANT CAPS OR SHALL BE OTHERWISE SECURED TOPREVENT UNAUTHORIZED ACCESS AS PER FMC-2023, SEC. 1101.10.5. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL FULLY PRESSURE CHECKAND CHARGE ALL REFRIGERANT SYSTEMS (IF REQUIRED).6. CONTRACTOR SHALL SUBMIT A REFRIGERANT PIPE LAYOUT WITH SIZES FOR ALLVARIABLE REFRIGERANT FLOW SYSTEMS TO ENGINEER FOR APPROVAL PRIOR TOORDERING AND INSTALLATION.GENERAL HVAC NOTES19.CONTRACTOR SHALL INSTALL SMOKE DETECTORS WITH SERVICE ACCESS DOORS ON THE SUPPLYSIDE OF AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2,000 CFM, THE DETECTOR SHALLBE LOCATED DOWNSTREAM OF THE AIR FILTERS AND AHEAD OF ANY BRANCH CONNECTIONS ASPER FMC-2023, SEC. 606.2.1. CONTRACTOR SHALL INSTALL SMOKE DETECTORS WHERE MULTIPLEAIR-HANDLING SYSTEMS SHARE A COMMON SUPPLY WITH A COMBINED DESIGN CAPACITYGREATER THAN 2,000 CFM AS PER FMC-2023, SEC. 606.2.2 . FOR SMOKE DETECTORS NOT VISIBLE,IN CONCEALED SPACES, PROVIDE REMOTE ANNUNCIATION/TEST STATION AS REQUIRED BYAUTHORITY HAVING JURISDICTION, COORDINATE PRIOR TO INSTALLATION. DETECTORS SHALL BEBY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH ELECTRICAL CONTRACTOR AND FIREALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWNASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMONPLENUM.20.ALL INSTALLED ELECTRICAL DEVICES, ACTUATORS, APPURTENANCES, AUXILIARY EQUIPMENT, ETC.REQUIRING ENVIRONMENTAL PROTECTION SHALL BE PROVIDED WITH ADEQUATE NEMAENCLOSURES FOR THE CONDITIONS WHERE INSTALLED, WEATHER INDOORS OR OUTDOORS, EVENIF NOT SPECIFICALLY INDICATED ON PLANS.21.A LISTED SMOKE-DAMPER DESIGNED TO RESIST THE PASSAGE OF SMOKE SHALL BE PROVIDED ATEACH PENETRATION OF A SMOKE BARRIER IN COMPLIANCE WITH FMC-2023, SEC. 607.5.4 ANDCONTROLLED AS REQUIRED BY SEC. 607.5.4.1 . PROVIDE SERVICE ACCESS AS REQUIRED.22.MECHANICAL EQUIPMENT ON ROOF OR ELEVATED STRUCTURES SHALL COMPLY WITH FMC-2023SEC. 306.5 IF INSTALLED HIGHER THAN 16 FEET A.F.F. ALL ROOF CURBS SHALL BE A MIN. OF 8"ABOVE FINISHED ROOFING SURFACE UNLESS OTHERWISE SPECIFIED ON DRAWINGS. MECHANICALEQUIPMENT INSTALLED IN ATTICS SHALL MEET THE REQUIREMENTS OF FMC-2023 SEC. 306.3 IF THEEQUIPMENT CAN NOT BE SERVICED/REMOVED THROUGH REQUIRED OPENING. MECHANICALEQUIPMENT SHALL BE PROTECTED WITH MECHANICAL BARRIERS IF EXPOSED TO MECHANICALDAMAGE. ALL EXTERIOR GRADE MOUNTED EQUIPMENT SHALL BE INSTALLED ON 6" CONCRETE PAD.23.ALL WIND LOAD AND OTHER COMPLIANCE CALCULATIONS AND/OR INSTALLATION DETAILS FORROOF MOUNTED EQUIPMENT AS REQUIRED BY FBC-2023, SEC. 1510, 1522 AND CHAPTER 16, SHALLBE PROVIDED BY STRUCTURAL ENGINEER/ARCHITECT. CONTRACTOR TO PROVIDE WIND LOADCALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER FOR NONPRE-APPROVED CONFIGURATIONS DEVIATING FROM THE ORIGINAL CONSTRUCTION DOCUMENTS.24.CLEARANCE FOR MAINTENANCE, SERVICE, REPAIRS, AND REPLACEMENT FOR ALL MECHANICALEQUIPMENT SHALL BE PROVIDED TO COMPLY WITH FMC-2023, SEC. 306. SERVICE ACCESS PANELSFOR MECHANICAL EQUIPMENT IN CONCEALED SPACES SHALL BE PROVIDED TO COMPLY WITH THEREQUIREMENTS OF SEC. 306.25.CONTRACTOR SHALL PROVIDE A CERTIFIED TEST & BALANCE REPORT AT COMPLETION OFPROJECT PRIOR TO FINAL INSPECTION. IT SHALL BE DONE BY AN INDEPENDENT COMPANY FOR ALLMECHANICAL EQUIPMENT, AIR AND WATER DEVICES, DAMPERS, AND ANY AIR MOVING SYSTEMS.THE TEST AND BALANCE REPORT SHALL BE IN ACCORDANCE WITH THE AABC OR NEBB STANDARDSAND PROCEDURES AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURNGRILLES AND EXHAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMPERATURE (°F) FROMSUPPLY GRILLES, EVAPORATORS, ENERGY RECOVERY UNITS AND ANY TYPE OF HEATEXCHANGERS. FOR (EXISTING) SMOKE EVACUATION SYSTEMS HVAC CONTRACTOR SHALL PROVIDEA T & B REPORT PRIOR TO ANY NEW WORK, PROVING THAT THE SMOKE EVACUATION SYSTEMPERFORMS PER ORIGINAL DESIGN DOCUMENTS AND IS COMPLIANT WITH LOCAL CODEREQUIREMENTS. CONTRACTOR SHALL INCLUDE COSTS NECESSARY (PART OF BID) TO MAKE ONECHANGE IN EACH UNITS SHEAVE, BUSHINGS AND BELTS, BALANCING DAMPERS REQUIRED AND ANYOTHER DEVICES REQUIRED FORTHE CORRECT BALANCE OF THE SYSTEM AS REQUIRED BY THETAB FIRM.26.O/A INTAKES SHALL NOT BE TAKEN FROM A LOCATION CLOSER THAN 10 FT FROM ANY CHIMNEY,VENT OUTLET OR SANITARY SEWER VENT OUTLET PER FMC-2023, SEC. 401.4. OUTSIDE AIR INTAKEVENTS LOCATED ON ROOFS WILL BE PROPERLY MARKED WITH A UNIVERSAL MARKING "INTAKE",PERMANENTLY ATTACHED.27.MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BEDESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITHTHE FLORIDA BUILDING CODE, BUILDING.28.GENERAL CONTRACTOR SHALL VERIFY THAT THE AIR CONDITIONED SPACE IS SEALED WITH ANAPPROVED AIR BARRIER IN ACCORDANCE WITH FECC-2023, SEC 402.5.1. MECHANICALCONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR, ARCHITECT AND ENGINEER IN WRITING OFANY DISCREPANCIES PRIOR TO INSTALLATION OF ANY EQUIPMENT.29.FURNISH AND INSTALL PIPE IDENTIFICATION MARKERS ON ALL PIPES AND EQUIPMENT INSTALLEDUNDER THIS CONTRACT. MARKERS SHALL BE A MINIMUM OF 1-1/2" X 8" AND IDENTIFIED INACCORDANCE WITH THE BACKGROUND AND LETTER COLOR PIPING SHALL BE IDENTIFIED ASFOLLOWS: CHILLED WATER RETURN, CHILLED RS ISSUED BY THE AMERICAN NATIONALSTANDARDS INSTITUTE (ANSI). WATER SUPPLY, CONDENSATE, HOT WATER RETURN, HOT WATERSUPPLY, CONDENSER WATER RETURN, CONDENSER WATER SUPPLY, REFRIGERANT LIQUID,REFRIGERANT SUCTION, AND DIRECTIONAL ARROWS. ALL IDENTIFICATIONS MUST BE VISIBLE ATEQUIPMENT.1.ALL WORK SHALL COMPLY WITH THE 2023 EDITION OF THE FLORIDA MECHANICAL, ENERGYCONSERVATION, ACCESSIBILITY CODES, AND AND ALL LOCAL CODE AMENDMENTS.2.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATIONOR INSTALLATION OF MATERIALS OR EQUIPMENT, IN ORDER TO PROVIDE A FULLY INTEGRATEDMECHANICAL AND CONTROLS SYSTEMS WITH THE EXISTING ONES. ANY DISCREPANCY BETWEENEXISTING CONDITIONS AND PLANS, OR ADDITIONAL CLARIFICATION REQUIRED SHALL BE BROUGHTTO THE ATTENTION OF ENGINEER PRIOR TO FINAL BIDDING AND WORK. SUBMISSION OF THECONTRACTORS PROPOSAL SHALL BE CONSTRUED AS INDICATING SUCH KNOWLEDGE. ANYCHANGES RESULTING FROM CONFLICTS IN THE FIELD, WHICH WERE NOT BROUGHT TO THEENGINEERS ATTENTION, ARE TO BE MADE BY THIS CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER.3.DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK.MECHANICAL PLANS ARE GENERAL, DIAGRAMMATIC IN NATURE, AND ARE TO BE READ INCONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER, STRUCTURAL ANDINTERIOR DESIGNER PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. PROVIDEOFFSETS AND DEVIATIONS FROM WORK SHOWN ON THE DRAWINGS AS MAY BE NECESSARY TO FITACTUAL SPACE CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. DUCTWORK CHANGES MAYBE MADE BY CONTRACTOR USING EQUIVALENT SIZED DUCT. CONTACT ENGINEER IF DUCT AREAWILL NOT FIT.4.CONTRACTOR SHALL PROVIDE A COMPLETE MECHANICAL SYSTEM(S) AS DETAILED ON THEDRAWINGS AND SPECIFICATIONS. WORK CONSISTS OF PROVIDING ALL MATERIALS, EQUIPMENT,APPURTENANCES, ETC. REQUIRED FOR A COMPLETE SYSTEM(S). INCLUDE ANY INCIDENTALAPPARATUS, APPLIANCES, MATERIALS, LABOR, PERMITS, SERVICES, ETC. NECESSARY TO MAKEWORK COMPLETE AND READY FOR OPERATION. IT IS THE INTENT OF THE DRAWINGS ANDSPECIFICATIONS TO CALL FOR COMPLETE, FINISHED WORK, TESTED, AND READY FOR OPERATION.5.CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING CONFLICTS IN THE DRAWINGS ANDSPECIFICATIONS PRIOR TO BIDDING AND REPORTING CONFLICTS TO THE ENGINEER BEFOREBIDDING. ANY CHANGES RESULTING FROM CONFLICTS IN THE FIELD, WHICH WERE NOT BROUGHTTO THE ENGINEERS ATTENTION, ARE TO BE MADE BY THE CONTRACTOR AT NO ADDITIONAL COSTTO THE OWNER.6.CONTRACTOR SHALL GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS ANDWORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE YEAR AFTEROWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER.7.CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS.CONTRACTOR SHALL OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO COMMENCEMENT OFWORK OR ORDERING EQUIPMENT. CONTRACTOR SHALL BE PRESENT FOR ALL INSPECTIONS OF HISWORK BY REGULATORY AUTHORITIES.8.CONTRACTOR SHALL PROVIDE RECORD DRAWINGS TO THE BUILDING OWNER AND ARCHITECT.DRAWINGS SHALL INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, REROUTING,ETC.9.CONTRACTOR SHALL PROVIDE INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY ANDPROPERTY DAMAGE FOR THE DURATION OF THE WORK.10.ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BEPERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALLEQUIPMENT SHALL BE UL OR ETL LISTED. ALL INSTALLATIONS SHALL COMPLY WITH FMC 2023, CH. 3,GENERAL REGULATIONS . BUILDINGS LOCATED WITHIN 3,000 FT FROM THE OCEAN SHALL UTILIZENON-FERROUS MATERIALS FOR ALL OUTDOOR EXPOSED SUPPORTS, STANDS, FASTENERS, ETC.11.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL MECHANICAL EQUIPMENT, CONTROLS ANDACCESSORIES COORDINATED WITH ALL TRADES AT ONE TIME, INDEXED IN A NEAT AND ORDERLYMANNER. PARTIAL SUBMITTALS WILL NOT BE ACCEPTED. CONTRACTOR SHALL NOT ORDER ANYEQUIPMENT WITHOUT APPROVAL FROM ENGINEER, ARCHITECT, OWNER, AND INTERIOR DESIGNER(IF APPLICABLE).12.COORDINATE EXACT LOCATION OF ALL DIFFUSERS AND RETURNS WITH ARCHITECTURALREFLECTED CEILING PLAN.13.CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR ALL CONCEALED MECHANICAL EQUIPMENT.PANELS IN RATED WALLS OR CEILINGS MUST MAINTAIN THE SAME RATING AND MUST MATCH THEFINISH OF THE WALL OR CEILING IN WHICH IS INSTALLED.14.MATERIALS ALLOWED IN RETURN AIR PLENUMS OR ABOVE CEILINGS USED AS RETURN AIR PLENUMSHALL COMPLY WITH FMC-2023, SECTION 602.2.1. IF SPACE WITH RETURN AIR PLENUM HAS ANYDECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED. WHEN CPVC PIPING ISUSED FOR FIRE SPRINKLER SYSTEMS, THE R/A GRILLES LAYOUT SHALL BE (FIELD) COORDINATEDWITH SUCH PIPING SO THAT NO PORTION OF THE GRILLES WILL BE DIRECTLY BELOW THE CPVCPIPING. STUD CAVITIES AND JOIST SPACE PLENUMS SHALL COMPLY WITH FMC-2023, SEC. 602.3.15.CONDENSATE DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING PLANS. IF NOT SPECIFIED THEYSHALL BE TYPE "L" COPPER, CPVC OR SCHEDULE 40 PVC WHERE ALLOWED BY CODE. PROVIDE 3/4"THICK AP/ARMAFLEX SS (SELF-SEAL) INSULATION FOR ALL HORIZONTAL ABOVE-GRADE PIPING.PROVIDE APPROVED WATER LEVEL DETECTOR OR FLOAT SWITCH TO AUTOMATICALLY SHUT DOWNTHE AIR COND. UNIT, AS A SECONDARY DRAIN SYSTEM TO COMPLY WITH FMC-2023, SEC. 307.SUPPLY CONDENSATE PUMP WHERE NECESSARY AS IMPOSED BY FIELD CONDITIONS ORINSTALLATION CHANGES AND PIPE TO CONDENSATE DRAIN PER PLUMBING PLANS. PVC PIPINGEXPOSED TO SUNLIGHT SHALL BE COATED WITH AN ULTRA VIOLET INHIBITING MATERIAL.16.RUN INSULATED FIRE RATED CONDENSATE DRAINS AS REQUIRED. AUXILIARY DRAIN PANS SHALL BEINSTALLED UNDER ALL COILS ON WHICH CONDENSATION CAN OCCUR AND UNDER ALL UNITS INCONCEALED SPACES OR ANY AREA WHERE BLDG. DAMAGE CAN OCCUR AS A RESULT OF ANOVERFLOW, TO COMPLY WITH FMC-2023, SEC. 307.2 . AN ALTERNATE WATER-DETECTION LEVELDEVICE TO SHUT DOWN THE EQUIPMENT IS ACCEPTABLE.17.LOCATE THERMOSTATS, TEMPERATURE SENSORS, CONTROLLERS, C02 SENSORS, AND HUMIDITYSENSORS ABOVE FINISHED FLOOR AS PER 2023 FLORIDA ACCESSIBILITY CODE SECTION 5REQUIREMENT 5 . COORDINATE LOCATIONS WITH OTHER EQUIPMENT, FURNITURE, AND DOORSWINGS. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR ALLREQUIREMENTS FOR JUNCTION BOXES, CONDUITS, CONTROL WIRING, POWER, ETC. AND DEFINERESPONSIBILITIES AND SCOPE OF WORK FOR EACH TRADE PRIOR TO PURCHASING/INSTALLATION.18.PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START-UP, REPLACE PRIORTO FINAL ACCEPTANCE BY OWNER.••••••••••••••••FLORIDA BUILDING CODE 8TH EDITION (2023)FLORIDA BUILDING CODE MECHANICAL 8TH EDITION (2023)FLORIDA ENERGY CONSERVATION CODE 8TH EDITION (2023)FLORIDA FIRE PREVENTION CODE 8TH EDITION (2023)ASHRAE 2020 FUNDAMENTALS HANDBOOKNFPA 90A - STANDARD FOR AIR CONDITIONING AND VENTILATION SYSTEMSNFPA 101 - LIFE SAFETY CODESMACNA 2020 HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLEUL181 2005 FACTORY MADE AIR DUCTS AND AIR CONNECTORSINSIDE DESIGN CONDITIONS - 75/63°F COOLING, 72°F HEATINGOUTSIDE DESIGN CONDITIONS - 92/78°FEXTERIOR CBS WALL INSULATION - FI-FOIL R5.0ROOF INSULATION - R22.0 AVERAGESLAB ON GRADE INSULATION - NONEELEVATED FLOOR OVER UNCONDITIONED SPACE - NONEEXTERIOR GLAZED FENESTRATION SUMMER DAYTIME U VALUE = 1.07, SHGC=0.651.THESE ENGINEERING DOCUMENTS AND THE RESULTING INSTALLATION OF THE DEPICTED HVACSYSTEMS FOR THIS PROJECT ARE INTENDED TO CONFORM TO THE FOLLOWING CODES ANDSTANDARDS:IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH THELISTED CODES AND STANDARDS, THE CONTRACTOR SHALL REPORT IN WRITING TO THEARCHITECT/ENGINEER BEFORE SUBMITTING A BID. THE ARCHITECT/ENGINEER WILL THENISSUE INSTRUCTIONS AS HOW TO PROCEED.2.ALL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS,SPECIFICATIONS, AND RECOMMENDATIONS FOR SAFE AND EFFICIENT OPERATIONS.ALL MANUFACTURER OPERATION AND MAINTENANCE GUIDES SHALL BE ISSUED TO THEBUILDING OPERATOR AFTER SUCCESSFUL COMPLETION OF MAINTENANCE AND/ORPREVENTATIVE MAINTENANCE PROCEDURES TRAINING OF THE BUILDING OPERATORS.4.DESIGN CRITERIA INCLUDES BUT NOT LIMITED TO:TO THE BEST OF HAMMOND & ASSOCIATES, INC. KNOWLEDGE, THE PLANS AND SPECIFICATIONSPROVIDED FOR THIS PROJECT COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES ANDTHE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY INACCORDANCE WITH SECTION FBC 110.4.4 OF FLORIDA BUILDING CODE 2023 8TH EDITION ANDCHAPTER 633, FLORIDA STATUS.3.MECHANICAL CONTRACTOR SHALL COMPLY WITH ALL M.D.C.P.S. SPECIFICATIONS AND CRITERIABOOK SPECIFICATION NOTES1. THESE DOCUMENTS HAVE BEEN CREATED IN CONJUNCTION WITH BOOKSPECIFICATIONS. CONTRACTOR SHALL CONSIDER THE PLANS AND BOOKSPECIFICATIONS AS ONE COMPLETE SET.2. CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIESBETWEEN THE PLANS AND THE BOOK SPECIFICATIONS AND ALLOW TIME FOR ARESPONSE. FOR ANY DISCREPANCY THE MORE STRINGENT SHALL BE FOLLOWED.3. A COMPLETE COPY OF THE BOOK SPECIFICATIONS SHALL BE ON THE SITE WITHTHE PLANS AT ALL TIMES AND AVAILABLE FOROWNER/ARCHITECT/ENGINEER.INSPECTOR REFERRAL.4. THE BOOK SPECIFICATIONS THAT ARE PROVIDED WITH THESE PLANS CONTAINDESIGN INFORMATION AND REQUIREMENTS TO COMPLETE THE PROJECT. THESPECIFICATIONS SHALL BE READ AND FOLLOWED BEFORE AND DURINGCONSTRUCTION.5. IF THE CONTRACTOR FAILS TO FAMILIARIZE HIMSELF WITH THE BOOKSPECIFICATIONS AND/OR FOLLOW THE INFORMATION IN THEM THEN THE SUBCONTRACTOR AND GENERAL CONTRACTOR AND THEIR RELATED SUBCONTRACTORSSHALL BE HELD SOLELY RESPONSIBLE FOR ALL ITEMS MISSING INCONSTRUCTION, ETC.6. PRIOR TO SENDING COMMUNICATIONS TO THE ARCHITECT/ENGINEER OF RECORDTHROUGH THE PROPER COMMUNICATION CHANNELS THE SUBCONTRACTOR ANDGENERAL CONTRACTOR SHALL REVIEW THE BOOK SPECIFICATIONS FOR ANYQUESTIONS REGARDING DESIGN OR MATERIALS.BUILDING ENVELOPEGENERAL DUCTWORK NOTESADDITIONAL NOTES AND COMPLIANCESSTATEMENT OF COMPLIANCERETURN AIR PLENUM NOTESDRAWING INDEXDESCRIPTIONSYMBOLSIDE-WALL DIFFUSER - RETURN AIRSIDE-WALL DIFFUSER - SUPPLY AIRMETAL LINED FIBERGLASS DUCT CUBIC FEET PER MINUTEC.F.M.(PCV)PRESSURE CONTROL VALVESMOKE DETECTORTURNING VANESSDTWIST-IN COLLAR WITH DAMPEROUTSIDE AIRO.A.R.A.O.A.L.RETURN AIROUTSIDE AIR LOUVERCONDENSATE WATER PIPINGREFRIGERANT LIQUID LINETHERMOSTATTA = DIFFUSER TYPE, CFM = DIFFUSER AIR FLOWCEILING MOUNTED EXHAUST FANMANUAL VOLUME DAMPER(MVD)UNDERCUT DOORU.D.EXHAUST GRILLEE.G.MASTER ADVL LINEAR DIFFUSERDRONE ADVL LINEAR DIFFUSERDRSTATIC PRESSURE PROBE LOCATION MARKSTATIC PRESSURE PROBESPPLINEAR SLOT SELF-MODULATING VAVDIFFUSER - SUPPLY AIRCEILING DIFFUSER - EXHAUST AIRMECHANICAL LEGENDVDVOLUME DAMPERUL LISTED FIRE SMOKE DAMPERFSDMechanical General NotesM001http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024PERMIT SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. K-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON PCV PCVPCVPCVPCV FSDFSDPCVRTU #1 ON ROOF28x14UP TO RTU#3 ON ROOFRTU #2 ON ROOF3/4" U.D.3/4" U.D.3/4" U.D.3/4" U.D.3/4" U.D.3/4" U.D.3/4" U.D.3/4" U.D.3/4" U.D.3/4" U.D.3/4" U.D.3/4" U.D.3/4" U.D.WATER HEATERROOMELECTRICALROOMLIBRARY / FILES(FLOOR TO CEILING HEIGHT)LIBRARY / FILES (FLOOR TO PARTITION HEIGHT)CLERK #21,044 SQFT(INTERIOR NOT IN SCOPE)CAFEPLANPREPDESKCLERK #1037RESTROOMWOMENS038RESTROOMMALE039RESTROOMWOMENS042UNISEXRESTROOM040RESTROOMMALE041CLOSETJANITOR036CLOSETJANITOR035STORAGE034ADMINISTRATORBUSINESS CENTER028PLAN EXAMINERSR. BUILDING027INSPECTOR026INSPECTOR013INSPECTORBUILDING006ADMIN005ADMIN032SUPERVISORPERMITCALL CENTER011003BREAKROOM008INSPECTORCHIEF PLUMBING014ADMINISTRATORFLOOD PLAIN007INSPECTORCHIEF BUILDING018INSPECTORSR. MECHANICAL009INSPECTORCHIEF MECHANICAL021INSPECTORELECTRICAL016INSPECTORPLUMBING023INSPECTOR020INSPECTORSR. ELECTRICAL002MANAGERBUILDING DEPT.010INSPECTORCHIEF ELECTRICAL025PLAN EXAMINERSR. BUILDING024INSPECTOR004BUILDING OFFICIALASSISTANT017ROOMCONFERENCE019INSPECTORMECHANICAL015INSPECTORSR. PLUMBING001OR DIRECTORBUILDING OFFICIAL043WAITING AREA044LOBBY / ENTRANCE029IT ROOM033SUPERVISORBUSINESS CENTER022ROOMMEETING031COORDINATORPLAN030PLAN EXAMINERSTRUCTURE012INSPECTORSR. BUILDING(TYP. OF 2)(TYP. OF 6)(TYP. OF 3)10x8 (TYP. OF 5)3/4" U.D.(TYP. OF 2)22x1414x8 PCV PCV 14x14PCV10x8PCV(TYP. OF 6)6x66"Ø6"Ø10"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø10"Ø24"x16" WALL PENETRATIONSLEEVE W / MOTORIZED FSD,CAPPED FOR FUTURE S/A DUCTFROM RTU-3.12x106x812x106"Ø6"Ø6"ØPCV(TYP. OF 3)3/4" U.D.FSD24"x16" S/A DUCT FOR FUTUREUSE.26"x16" WALL PENETRATION SLEEVE W /MOTORIZED FSD, CAPPED FOR FUTURER/A DUCT TO RTU-3.FSD6"Ø10"Ø10"Ø10"ØWALL MOUNTEDCONDENSING UNITWALL MOUNTEDCONDENSING UNITSDSDTOILET EXHAUST XVENT CAPW/BDD & B.S. MODEL: 4SEBTOILET EXHAUST XVENT CAP W/BDD& B.S. MODEL: MDEB-44-S4"Ø4"Ø4"Ø4"Ø4"ØTOILET EXHAUST XVENT CAPW/BDD & B.S. MODEL: 4SEBTOILET EXHAUST XVENTCAP W/BDD & B.S. MODEL:4SEB1HR FIRE RATED WALL. SEELIFE-SAFETY PLANS FOR MOREINFO.TOILET EXHAUST XVENTCAP W/BDD & B.S. MODEL:4SEBCONDENSATE DRAIN LINE. SEEPLUMB FOR TERMINATION.TOILET EXHAUST XVENT CAP W/BDD& B.S. MODEL: MDEB-44-SM/DDRDRDRDRDRDRDRDRM/DM/DSPP LOCATIONSPP LOCATIONSPP LOCATIONSDSDSDSD(TYP. OF 3)4"Ø4"Ø(TYP. OF 2)28"x14" R/A DUCT FOR FUTUREUSE.SPP LOCATION6"Ø6"Ø6x66x66x66x6 6"Ø6"ØPCV10x820x10 8x86"Ø6"Ø6"Ø6"Ø6"Ø6x610x8 SPP LOCATION3/4" U.D.10x1012x106"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø(TYP. OF 2)10x10 M/DDRDRDRDR(TYP. OF 5)(TYP. OF 5)(TYP. OF 9)12x1022x106x86"Ø6"Ø6"Ø6x66x8(TYP. OF 3)8x8 24x1010x86"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø6"Ø8x6 6x68x66"Ø6"Ø6x66"Ø6"Ø6"Ø18x626x12 6"ØT-STAT FOR FUTURE RTU-3RETURN AIR PLENUMBOUNDARY LINE(TYP. OF 3)(TYP. OF 3)(TYP. OF 4)(TYP. OF 4)(TYP. OF 4)36X12(TYP. OF 3)Mechanical Floor PlanM100http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024PERMIT SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.MECHANICAL FLOOR PLANSCALE: 3/16" = 1'-0"N CONDENSATE DRAIN LINE. SEE PLUMBFOR ROUTING AND TERMINATION.(TYP. FOR ALL)RTU-3 FOR FUTURE USEACCESS LADDER TO UPPER ROOFACCESS LADDER TO LOWER ROOFMechanical Roof PlanM201http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024PERMIT SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.MECHANICAL ROOF PLANSCALE: 3/16" = 1'-0"N FUTURE/LEASABLE AREAN.I.CBUILDING OFFICIAL OR DIRECTOR001CHIEF ELECTRICALINSPECTOR010SR. ELECTRICAL INSPECTOR020ELECTRICALINSPECTOR021MEETING ROOM022RTU-2RTU-3SUPPLY / RETURN AIR DUCTCAPPED FOR FUTURE USEUPPER ROOF PARAPET WALLFINISHED CEILING. SEEARCHITECTURAL PLANS FORMORE INFO.STRUCTURAL MEMBERS.REFER TO STRUCTURAL PLANSFOR MORE INFO.EXPOSED S/A AIR DUCT.FINISHED FLOORSTEEL BEAM. SEE STRUCTURAL FORMORE INFORMATION.EXTERIOR WALLEXTERIOR WALLCANOPY. REFER TOARCHITECTURAL PLANSS/A DUCT. DUCT BETWEEN JOIST.REFER TO STRUCTURAL PLANS.S/A DUCT. DUCT BETWEEN JOIST.REFER TO STRUCTURAL PLANS.Mechanical SectionsM301http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024PERMIT SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.1/8" = 1'-0"MECHANICAL - RTU-2 AND RTU-3 & SECTION VIEWM3011 Mechanical Schedules & Notes - 1M401http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024PERMIT SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ” • • • ’’’ ” ’’– ’’’’’’Mechanical Schedules & Notes - 2M402http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024PERMIT SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ” ” ” ’” ’Mechanical Schedules & Notes - 3M403http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024PERMIT SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Mechanical Details-1M501http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024PERMIT SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Mechanical Details-2M502http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024PERMIT SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Mechanical Details-3M503http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024PERMIT SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. HOT WATER PIPE HWCOLD WATER PIPE CWWATER HAMMER ARRESTOR WHACHECK VALVE CVHOSE BIBB W/ VACUUM BREAKER & 3/4"HB SHUT-OFF VALVEBALL VALVE (SHUT-OFF VALVE)ABOVE FINISH FLOORFLOOR CLEANOUTWALL CLEANOUTA.F.F.FCOWCOSANITARY PIPE SANCONDENSATE PIPE CDVENT PIPE VRAIN WATER LEADERFIXTURE UNITSFURWLDRAIN PANBELOW FINISH FLOORB.F.F.EMERGENCY OVERFLOW STORM DRAIN EODCFHCUBIC FEET OF GAS PER HOURPUMP PRESSUREPPVIFVERIFY IN THE FIELDWFUWATER FIXTURE UNITS (WATER SUPPLY)DRAIN FIXTURE UNITS (SANITARY)DFUSQUARE FEETSQ.FT.WHAWATER HAMMER ARRESTORELECTRIC WATER HEATEREWH-11.6 GPF3"3/8"WATER CLOSET (TANK TYPE)0.5 GPM1 1/4"1/2"LAVATORY1.5 GPM1 1/2"1/2"KITCHEN SINKSFIXTURES UNITS1-1112-3233-6061-113114-154155-330NOTE: PROVIDE WATER HAMMER ARRESTER SIZE BASED ON THE FIXTURE UNIT TOTAL LOAD OF THAT BRANCH LINE. SHEET #PLUMBING GENERAL NOTESDRAWING LISTP001PLUMBING DEMOLITION FLOOR PLANPD101P102GREASE WASTE GWHOT WATER RETURN HWRP201PLUMBING ROOF PLAN P700PLUMBING ISOMETRIC - SANITARYP800PLUMBING DETAILSP701PLUMBING ISOMETRIC - DOMESTIC COLD WATER & GASP101PLUMBING FLOOR PLAN - SANITARY6 KW SINGLE PHASE43.25" HEIGHT 22" x 29L-1SK-1EWC-1FD-1A.O.SMITH #DEN-40LAVATORY - WALL HUNGKOHLER #K-12638-R-0KITCHEN SINK - SINGLEBOWL UNDERMOUNTEDDRINKING FOUNTAIN W/BOTTLE FILLING STATIONELKAY #VRCGRNTL8WSKPLUMBING FLOOR PLAN - DOMESTIC WATER EXEXISTING- PROVIDE WITH SENSOR FAUCET, KOHLER #K-103S36-SANA-CP- PROVIDE WITH SENSOR SOAP DISPENSER, KOHLER #K-25196-CPWC-1WATER CLOSET - FLOORMOUNTEDKOHLER #K-PR96057-T3D-NA- PROVIDED WITH SENSOR FLUSHVALVE, SLOAN #ROYAL 113 ESS-1.28-TMO1.28 GPF AC POWEREDMSMOP SINK - FLOORMOUNTEDKOHLER #K-6710-0- PROVIDE WITH WALL MOUNT FAUCET, DELTA #28C2384FLOOR DRAINWATTS #FD-100-MAMERICAN STANDARD#18SB000432C2.075- PROVIDED WITH STAINLESS STEEL SWIVEL FAUCETEXPANSION VALVES.ALL WATER HEATERS SHALL HAVE ASME RATED EXPANSION TANKS AND APPROVED39.INSTALLATION.IS INSTALLED. COORDINATE LOCATION OF ALL ACCESS PANELS WITH ARCHITECT PRIOR TONO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOREQUIPMENT ROOMS.; WATER STUBBED THRU FOR ELECTRICAL GROUND & SPRINKLER HEAD AND PIPE WITH CONTROL VALVE AS APPROVED BY LOCAL BUILDING AND FIREDEPARTMENTS.25.MUST MAINTAIN THE SAME RATING & MUST MATCH THE FINISH OF THE WALL IN WHICH ITPROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS PANELS IN RATED WALLSPROVIDE ISOLATOR PADS ON ALL WATER PIPING HANGERS.18B.ALL HANGERS FOR COPPER PIPES TO BE COPPER PLATED.18A.HANGERS & RODS:DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS.18.16.ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS & APPROPRIATELY28.30.31.32.33.34.35.36.37.38.OPENING. SUBJECT ALL PARTS OF THE SYSTEM TO NOT LESS THAN 10' OF FILL THE SYSTEM WITH WATER UP TO THE OVERFLOW POINTS OF THIS HIGHEST OR LOWERING OF THE WATER LEVEL AT THE OVERFLOW SHALL BE VISIBLE.FOR NOT LESS THAN 30 MINUTES. AFTER WHICH TIME NO LEAKS AT NAY POINT ALL PLUMBING FIXTURES SHALL MEET STATE AND LOCAL CODES.THE PIPING DIRECTLY BELOW THE OPENING. LEAVE THE WATER IN THE SYSTEM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR.ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCEABLE DIAGRAM ALL FIRE MAINS, HOT & COLD WATER PIPES, HOT WATER RETURN PIPING, AND CONDENSATE PIPING SHALL HAVE IDENTIFICATION AND FLOW DIRECTIONS BANDSTHESE DRAWINGS CONTAIN BOOK TYPE SPECIFICATIONS. THE PLUMBING SECTIONS OF THESE DRAWINGS AND THE SPECIFICATIONS MUST BE READ IN CONJUCTION WITH EACH OTHER PRIOR TO BID AND CONTRUCTION OF THIS PROJECT. ALL CONTRACTOR SHALL KEEP A SET OF AS BUILTS DWG. ON THE JOB SITE AT ALL TIMES AND DELIVER A SET OF UP TO DATE AS-BUILTS TO THE ENGINEER &OWNER AT THE COMPLETION OF THE PROJECT.ARE CONSIDERED ONE DOCUMENT.AS SOON AS THE WATER PIPING HAS BEEN THOROUGHLY FLUSHED OUT, STERILIZE THE NEW WATER PIPING LINES BY INTRODUCING IN THEM A SOLUTION OF CALCIUM HYPOCHOLORITE OR CHLORIDE OF LIME. OPEN AND CLOSE ALL NEW VALVES WHILE SYSTEM IS BEING CHLORINATED. AFTER THE STERILIZING AGENT HAS BEEN APPLIED FOR 24 HOURS, TEST FOR RESIDUAL CHLORINE AT THE ENDS OF LINES. IF LESS SHOW AT LEAST 10 PARTS PER MILLION OF RESIDUAL CHLORINE, FLUSH OUT THE THAN 10 PARTS PER MILLION IS INDICATED, REPEAT THE PROCESS. WHEN TESTS SYSTEM UNTIL ALL TRACES OF THE CHEMICAL USED ARE REMOVED. MAKE AFTER STERILIZATION HAS BEEN ACCOMPLISHED INITIATE A BACTERIOLOGICAL TEST PERFORMED BY AN APPROVED TESTING LABORATORY. WATER SHALL BE TO THE BUILDING. A CERTIFIED TEST REPORT OF THESE TESTS RESULTS INDICATING SATISFACTORY COLIFORM COUNT, COLOR AND CHLORINE RESIDUAL SHALL BE PRESENTED TO THE ARCHITECT AND OWNER WHEN THE WATER SUPPLY PIPING SYSTEM IS SUBSTANTIALLY COMPLETED DURING CONSTRUCTION. DRAWN FROM THE SYSTEM AT A POINT FURTHEST FROM THE WATER ENTRANCE NECESSARY CONNECTIONS TO STERILIZE PIPING.ANOTHER SIMILAR TEST SHALL BE PERFORMED AT THE TIME OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY WITH ANOTHER CERTIFIED TEST REPORT PRESENTED TO THE ARCHITECT AND OWNER AT THAT TIME.APPLY A WATER PRESSURE TEST TO ALL PARTS OF THE WATER PIPING SYSTEM (WHICHEVER IS GREATER), FOR A PERIOD OF 4 HOURS. REPAIR ANY LEAKS.APPLY A WATER TEST TO ALL PARTS OF THE SANITARY AND STORM DRAINAGE SYSTEMS, BEFORE THE PIPES ARE CONCEALED OR FIXTURES SET IN PLACE. NOT LESS THAN 150 PSIG OR 1.25 TIMES THE SYSTEM WORKING PRESSURE SYSTEM TO BE TESTED EXCEPT THE HIGHEST OPENING ABOVE THE ROOF AND THESE TESTS MAY BE APPLIED IN SECTIONS. CLOSE ALL OPENINGS TO EACH 14F.INSULATION IN ANY FIRE RATED WALL ASSEMBLY SHALL BE PREFORMED FIBERGLASS PIPEINSULATION.13.14.14A.14D.15.19.20.22.THE FIRST 8 FEET OF THE COLD WATER PIPE FROM THE WATER HEATER USE 3/4"ARMAFLEX OR IMCOA IMCOLOCK.CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP FREE FROMWALL/FLOOR SLEEVES WITH U.L. APPROVED FIRE/SMOKE/WATER SEALANT.FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE &ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED.WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETEDDEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF INSULATION OF THE DOMESTIC WATER PIPING SHALL COMPLY WITH SECTION 607.5 OF THE HOT WATER PIPING:INSULATION:GRADE. SOIL, WASTE, VENT PIPING SHALL BE CAST IRON NO HUB 301-72 ABOVE GRADE AND 1.2.4.3.6.7.8.9.10.11.12ALL UNDERGROUND WATER PIPING SHALL SHALL BE TYPE "K" COPPER.WATER PIPING ABOVE GRADE SHALL BE TYPE "L" COPPER.CONSTRUCTION. ADVICE ENGINEER OF ANY DISCREPANCIES OR POSSIBLE CHANGES.VERIFY LOCATION, SIZE, INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OFARCHITECT PRIOR TO BEGINNING CONSTRUCTION. WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE FIXTURES, PIPING, EQUIPMENT, ETC.DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION & TESTS.AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF WORK.REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE.ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRSTALL MATERIAL SHALL BE NEW AND OF AN AMERICAN MANUFACTURER. ALL EXISTING CONDITIONS.CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITHLOCAL CODES, RULES AND ORDINANCES. (FBC-PLUMBING 2023)ALL WORKMANSHIP AND MATERIAL SHALL BE IN STRICT ACCORDANCE WITH APPLICABLEINSTALLATION OF ALL DWV PIPING SHALL COMPLY WITH ASTM F 2536.MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIORTO INSTALLATION.SCHEDULE 40 PVC BELOW GRADE. MECHANICAL JOINTS W/ S.S. CLAMPS BELOWABOVE GRADE EXCEPT UNDERGROUND. ABOVE GRADE AND SCHEDULE 40 PVC BELOW GRADE. INSULATE ALL CONDENSATE PIPING AIR CONDITIONING CONDENSATE DRAIN PIPING SHALL BE COPPER TYPE L ASTM 8B8814B.14C.HORIZONTAL STORM DRAIN WITH IN CONDITION SPACES USE 2" PERFORMED FIBERGLASSCONDENSATE PIPING ABOVE GARAGE USE 3/4" IMCOA IMCOLOCK.PIPE INSULATION WITH FACTORY JACKET.14E.THE FIRST 8 FEET OF THE COLD WATER PIPE FROM THE WATER HEATER USE 3/4"IMCOA IMCOLOCK.SIOUX CHIEF HYDRA-RESTER AT EACH GROUP OF FIXTURES IN COMMERCIAL BUILDING.17.PLUMBING DEMOLITION SITE PLANPD100P100PLUMBING SITE PLAN #696-1010MFREFRIGERATORSIOUX CHIEF OX - BOXOUTLET BOX1/4" COMPRESSION CONNECTIONOUTLET BOX WITH WATER HAMMER ARRESTOROB-1- PROVIDED WITH ELKAY UNIVERSAL FILTRATION KIT #EWF3000- PROVIDED WITH ELKAY CANE APRON #98324C2023 FLORIDA BUILDING CODE - PLUMBING EIGHTH EDITION.Plumbing General NotesP001http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. CLERK #2WATER HEATERROOMELECTRICALROOMLIBRARY / FILES(FLOOR TO CEILING HEIGHT)1,044 SQFT(INTERIOR NOT IN SCOPE)CAFEEGRESSPLANPREPDESKLIBRARY / FILES (FLOOR TO PARTITION HEIGHT) LIBRARY / FILES (FLOOR TO PARTITION HEIGHT)EGRESSCLERK #1EGRESS69 SQ FT037RESTROOMWOMENS69 SQ FT038RESTROOMMALE69 SQ FT039RESTROOMWOMENS62 SQ FT042UNISEXRESTROOM49 SQ FT040RESTROOMMALE42 SQ FT041CLOSETJANITOR33 SQ FT036CLOSETJANITOR78 SQ FT035STORAGE378 SQFT034ADMINISTRATORBUSINESS CENTER81 SQFT028PLAN EXAMINERSR. BUILDING81 SQFT027INSPECTOR81 SQFT026INSPECTOR116 SQFT013INSPECTORBUILDING65 SQFT006ADMIN65 SQFT005ADMIN101 SQFT032SUPERVISORPERMITCALL CENTER011181 SQFT401 SQFT003BREAKROOM121 SQFT008INSPECTORCHIEF PLUMBING116 SQFT014ADMINISTRATORFLOOD PLAIN120 SQFT007INSPECTORCHIEF BUILDING81 SQFT018INSPECTORSR. MECHANICAL121 SQFT009INSPECTORCHIEF MECHANICAL81 SQFT021INSPECTORELECTRICAL81 SQFT016INSPECTORPLUMBING81 SQFT023INSPECTOR81 SQFT020INSPECTORSR. ELECTRICAL159 SQFT002MANAGERBUILDING DEPT.121 SQFT010INSPECTORCHIEF ELECTRICAL81 SQFT025PLAN EXAMINERSR. BUILDING81 SQFT024INSPECTOR133 SQFT004BUILDING OFFICIALASSISTANT184 SQFT017ROOMCONFERENCE81 SQFT019INSPECTORMECHANICAL81 SQFT015INSPECTORSR. PLUMBING156 SQFT001OR DIRECTORBUILDING OFFICIAL633 SQFT043WAITING AREA044LOBBY / ENTRANCE48 SQFT029IT ROOM122 SQFT033SUPERVISORBUSINESS CENTER128 SQFT022ROOMMEETING116 SQFT031COORDINATORPLAN113 SQFT030PLAN EXAMINERSTRUCTURE116 SQFT012INSPECTORSR. BUILDINGK-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON11122 KEY NOTES: EXISTING PLUMBING FIXTURE, COLD WATER, SANITARY, GAS, GREASE WASTE, FLOOR DRAINS ANDCONDENSATE PIPING TO BE REMOVED.1.DEMOLISH THE (3) EXISTING GREASE INTERCEPTORS AND REMOVE THE (3) STRUCTURES FROM THEGROUND AS REQUIRED TO COMPLETE DEMOLITION (VIF). PREPARE THE EXISTING GREASE WASTE LINE FORCONNECTION TO NEW.2.CONTRACTOR SHALL PROTECT THE EXISTING GREASE WASTE LINE FROM THE BUILDING AND THE EXISTINGSANITARY LINE CONNECTION DURING DEMO PHASE OF PROJECT. PREPARE THE EXISTING LINES FOR NEWCONNECTION. DEMOLITION LEGEND: ·CONTRACTOR SHALL FIELD LOCATE THE EXISTING GREASE WASTE LINE EXITING THE BUILDING.·CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH EXISTING UTILITIES IN FIELD PRIOR TO CONSTRUCTION. NOTIFYE.O.R. OF ANY DISCREPANCIES.·CONTRACTOR SHALL DEMOLISH AND DISCARD ALL THE EXISTING EXTERIOR GAS PIPING AND SUPPORTS AS REQUIRED TOCOMPLETE THE DEMOLITION PHASE OF THE PROJECT.GENERAL NOTESPlumbing Demo Site PlanPD100PLUMBING DEMO SITE PLANSCALE: 3/16" = 1'-0"Nhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 1EX. GWTO REMAINEX.EX.EX.2-1/2"DCWEX. GWTO REMAINEX. GWTO REMAINFCOFCO222433333333233333633336273335555328EX.GWH8EX.4" SANEX.4"FD7EX.4" SAN109911 KEY NOTES: EXISTING PLUMBING FIXTURE, COLD WATER, SANITARY, GAS, FLOOR DRAINS AND CONDENSATE PIPINGTO BE REMOVED.DEMOLITION LEGEND:1.THE EXISTING DOMESTIC COLD WATER SERVICE IS EXISTING TO REMAIN (VIF).2.THE EXISTING FIXTURE SHALL BE REMOVED. CUT AND CAP ALL ASSOCIATED PIPING WITHIN THE WALL ANDOR THE CEILING SPACE (VIF).3.THE EXISTING FLOOR DRAIN SHALL BE REMOVED, THE LINE SHALL BE CAPPED AND THE HOLE SHALL BEFILLED WITH CONCRETE (VIF). MAKE THE CONCRETE PATCH SMOOTH.4.THE EXISTING GAS PIPES SHALL BE CAPPED AND ABANDONED BELOW THE SIDEWALK AND CAP AT THEUTILITY GAS METER (VIF). PATCH THE SIDEWALK AS REQUIRED TO FILL OLD GAS PIPE PENETRATION. MAKETHE CONCRETE PATCH SMOOTH.5.THE CONTRACTOR SHALL DEMOLISH ALL THE EXISTING INTERIOR GAS PIPES AND DISCARD AS REQUIRED(VIF).6.THE GREASE WASTE PIPING IS EXISTING TO REMAIN FOR FUTURE CONNECTIONS (VIF).7.EXISTING FIXTURE TO BE REMOVED. REMOVE ALL THE UNDER-GROUND PLUMBING PIPES IN THE DEMOHATCH. THE EXISTING OVERHEAD WATER PIPING TO BE CAPPED ABOVE CEILING. VERIFY EX.ACT LOCATIONOF EXISTING PLUMBING LINES IN FIELD PRIOR TO CONSTRUCTION.8.DEMOLISH THE EXISTING GAS WATER HEATER & WATER SOFTNER. CUT AND CAP ALL ASSOCIATED WATERPIPING WITHIN THE WALL AND OR THE CEILING SPACE (VIF). REMOVE THE HEATER FLUE AND PATCH THEROOF PENETRATION AS REQUIRED WITH A WEATHERPROOF U/L LISTED MATERIAL.9.DEMOLISH EXISTING CONDENSATE PIPING AND SUPPORTS FROM THE ROOF (VIF).10.DEMOLISH ALL THE EXISTING GAS PIPING, GAS VENTS AND SUPPORTS FROM THE ROOF (VIF). PATCH THEGAS ROOF PENETRATION AS REQUIRED WITH A WEATHERPROOF U/L LISTED MATERIAL.11.THE CONTRACTOR SHALL FIELD VERIFY EACH VENT THAT SHALL REMAIN AND PROVIDE PERMANENT CAP ONEXISTING UN-USED VTR'S, PRIOR TO COMMENCING WORK.·THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE EXISTING CONDITIONS PRIOR TO COMMENCING WORK ANDSHALL NOTIFY THE ARCHITECT AND/OR ENGINEER IF A CONDITION EXISTS WHICH PREVENTS THEM FROMACCOMPLISHING THE WORK INDICATED AND INTENDED BY THESE DRAWINGS.·CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING DEMOLITION WORK. EXISTING STORM AND WATER RISERARE SHOWN SCHEMATIC FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL VERIFY IN FIELD THE LOCATION OFALL EXISTING TO REMAIN RISERS PRIOR TO DEMOLITION.GENERAL NOTEShttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.ANNEX. BUILDING PLUMBING DEMOLITION FLOOR PLANSCALE: 3/32" = 1'-0"NANNEX. BUILDING PLUMBING DEMOLITION ROOF PLANSCALE: 3/32" = 1'-0"NPLUMBING DEMO PLANPD101 K-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON13 2WATER HEATERROOMELECTRICALROOMLIBRARY / FILES(FLOOR TO CEILING HEIGHT)LIBRARY / FILES (FLOOR TO PARTITION HEIGHT)CLERK #2(INTERIOR NOT IN SCOPE)CAFEPLANPREPDESKCLERK #1037RESTROOMWOMENS038RESTROOMMALE039RESTROOMWOMENS042UNISEXRESTROOM040RESTROOMMALE041CLOSETJANITOR036CLOSETJANITOR035STORAGE034ADMINISTRATORBUSINESS CENTER028PLAN EXAMINERSR. BUILDING027INSPECTOR026INSPECTOR013INSPECTORBUILDING006ADMIN005ADMIN032SUPERVISORPERMITCALL CENTER011003BREAKROOM008INSPECTORCHIEF PLUMBING014ADMINISTRATORFLOOD PLAIN007INSPECTORCHIEF BUILDING018INSPECTORSR. MECHANICAL009INSPECTORCHIEF MECHANICAL021INSPECTORELECTRICAL016INSPECTORPLUMBING023INSPECTOR020INSPECTORSR. ELECTRICAL002MANAGERBUILDING DEPT.010INSPECTORCHIEF ELECTRICAL025PLAN EXAMINERSR. BUILDING024INSPECTOR004BUILDING OFFICIALASSISTANT017ROOMCONFERENCE019INSPECTORMECHANICAL015INSPECTORSR. PLUMBING001OR DIRECTORBUILDING OFFICIAL043WAITING AREA044LOBBY / ENTRANCE029IT ROOM033SUPERVISORBUSINESS CENTER022ROOMMEETING031COORDINATORPLAN030PLAN EXAMINERSTRUCTURE012INSPECTORSR. BUILDINGHYDROMECHANICAL GREASE INTERCEPTOR SIZING KEY NOTES: 1.COORDINATE AND LOCATE THE NEW SOLID INTERCEPTOR (SCHIER #SI-500 OR EQUAL) UPSTREAM OF THENEW GREASE INTERCEPTOR (SCHIER #GB-1000 OR EQUAL), PRIOR TO COMMENCING WORK TO COMPLYWITH D.E.R.M. REQUIREMENTS. THE BUILDINGS EXISTING GREASE WASTE LINE SHALL BE EXTENDED ANDCONNECT TO THE NEW INTERCEPTORS (VIF). INSTALL PER MANUFACTURE INSTALLATION INSTRUCTIONSAND DETAIL #1 ON SHEET.2.EXTEND AND CONNECT THE EXISTING 6" GREASE WASTE PIPING TO THE NEW 6" GREASE WASTE LINE ASREQUIRED TO COMPLETE THE RENOVATION PHASE OF THE PROJECT.3.CONTRACTOR SHALL PROVIDE AND LOCATE THE SAMPLING PORT BETWEEN THE NEW GREASEINTERCEPTOR AND LAST TWO-WAY CLEAN-OUT. REFER TO THE DETAIL #1 & 2 ON SHEET. DRAWING LEGEND: ·ALL PIPING THAT IS SHOWN IS BELOW SLAB UNLESS NOTED OTHERWISE.·CONTRACTOR SHALL LOCATE THE NEW SOLID AND GREASE INTERCEPTOR IN THE LOCATION OF THE LAST DEMOLISHEDCONCRETE GREASE TRAP. COORDINATE IN THE FIELD PRIOR TO COMMENCING WORK.·CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH EXISTING UTILITIES IN FIELD PRIOR TO CONSTRUCTION. NOTIFY E.O.R.OF ANY DISCREPANCIES.·INSTALLATION OF ALL GAS PIPING SHALL BE PER F.B.C. FUEL GAS 2023 (GAS PIPING (STANDARD)·REFER TO RISER FOR PIPE MATERIALS.·PRESSURE TEST GAS PIPING FOR LEAKS PRIOR TO CONNECTING GAS SUPPLY.·PLEASE VERIFY MANUFACTURES REQUIREMENTS FOR BTU DEMAND, MINIMUM AND MAXIMUM GAS PRESSURE LIMITS ATEQUIPMENT. PRESSURE REGULATOR IF REQUIRED MUST BE APPROVED BY EQUIPMENT MANUFACTURE.·VERIFY LOCATION OF EQUIPMENT PRIOR TO INSTALLATION.·ALL CONDUITS ENCASING GAS PIPE BELOW SLAB SHALL BE VENTED MINIMUM 6" ABOVE GRADE AND SHALL BE INSTALLED SOAS TO PREVENT THE ENTRY OF WATER & INSECTS.·GAS PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE (14 GAUGE COPPER AGAVE WIRE) CAPABLE OF DETECTIONBY A CABLE LOCATOR AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. USE FGG/BM COMPATIBLEDUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE TOP OF THE PIPE.·PE PIPE INSTALLED BELOW HARD SURFACE, "SLAB" MUST BE SLEEVED AND VENTED.·COORDINATE THE LOCATION OF THE NEW GAS LINE & METER WITH THE GENERAL CONTRACTOR AND SITE UTILITY PROVIDER.GENERAL NOTESPOINT OF NEW CONNECTIONSHUT-OFF VALVEGAS TO FIXTUREGAS PRESSURE REGULATORGAS SOLENOID VALVE2 PSI PIPE SIZING PER F.B.C. 2023 FUEL GAS - TABLE 402.4(5) & 402.4(18)2,115 CFH @ 30'-0" LENGTHGAS PIPE SIZINGDETAILNO. 1SOLIDS INTERCEPTOR & GREASE INTERCEPTOR INSTALLATION DETAILGREASE INTERCEPTORSAMPLING POINTDETAILNO. 2FOG NOTES:Plumbing Site PlanP100PLUMBING SITE PLANSCALE: 3/16" = 1'-0"Nhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. K-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON1 21113WATER HEATERROOMELECTRICALROOMLIBRARY / FILES(FLOOR TO CEILING HEIGHT)LIBRARY / FILES (FLOOR TO PARTITION HEIGHT)CLERK #2(INTERIOR NOT IN SCOPE)CAFEPLANPREPDESKCLERK #1037RESTROOMWOMENS038RESTROOMMALE039RESTROOMWOMENS042UNISEXRESTROOM040RESTROOMMALE041CLOSETJANITOR036CLOSETJANITOR035STORAGE034ADMINISTRATORBUSINESS CENTER028PLAN EXAMINERSR. BUILDING027INSPECTOR026INSPECTOR013INSPECTORBUILDING006ADMIN005ADMIN032SUPERVISORPERMITCALL CENTER011003BREAKROOM008INSPECTORCHIEF PLUMBING014ADMINISTRATORFLOOD PLAIN007INSPECTORCHIEF BUILDING018INSPECTORSR. MECHANICAL009INSPECTORCHIEF MECHANICAL021INSPECTORELECTRICAL016INSPECTORPLUMBING023INSPECTOR020INSPECTORSR. ELECTRICAL002MANAGERBUILDING DEPT.010INSPECTORCHIEF ELECTRICAL025PLAN EXAMINERSR. BUILDING024INSPECTOR004BUILDING OFFICIALASSISTANT017ROOMCONFERENCE019INSPECTORMECHANICAL015INSPECTORSR. PLUMBING001OR DIRECTORBUILDING OFFICIAL043WAITING AREA044LOBBY / ENTRANCE029IT ROOM033SUPERVISORBUSINESS CENTER022ROOMMEETING031COORDINATORPLAN030PLAN EXAMINERSTRUCTURE012INSPECTORSR. BUILDING·THE CONTRACTOR SHALL COORDINATE THE SAW CUTTING OF THE SLAB WITHTHE ARCHITECT & STRUCTURAL CONTRACTOR PRIOR TO COMMENCING WORKTO MINIMIZE THE CUTTING OF THE SLAB FOR THE INSTALLATION OF THEUNDERGROUND DRAINAGE SYSTEM.·THE CONTRACTOR SHALL EXTEND THE NEW VENT PIPING TO CONNECT TO THEEXISTING VENT THROUGH ROOF (VIF).·THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATIONS OF THEEXISTING STORM RISERS TO ENSURE THE CURRENT LOCATIONS WORK WITHTHE NEW WALL LAYOUT, INFORM THE ENGINEER OF RECORD AND ARCHITECTOF ANY ISSUES WITH THE EXISTING STORM RISER LOCATION AND NEW WALLLAYOUT PRIOR TO COMMENCING WORK.1EXTEND AND CONNECT THE NEW SANITARY LINE TO THE NEAREST EXISTINGSANITARY LINE VERIFY IN FIELD (VIF).EXISTING GREASE WASTE PIPING LINES ARE EXISTING TO REMAIN AND WILL BEUSED FOR FUTURE TENANTS. CONTRACTOR SHALL FIELD VERIFY THAT THEEXISTING INVERT ELEVATION WILL WORK WITH THE NEW CAFE EQUIPMENT LAYOUT.CONNECT THE 3/4" CONDENSATE LINE TO MINI-SPLIT IN I.T. ROOM, COORDINATEWITH THE MECHANICAL CONTRACTOR PRIOR TO COMMENCING WORK. EXTEND CDLINE THROUGH THE EXTERIOR TO FOR DISCHARGE.23Plumbing Floor Plan - Sanitary P101http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.PLUMBING FLOOR PLAN - SANITARYSCALE: 3/16" = 1'-0"N 111EXTEND THE NEW CONDENSATE LINE TO THE NEAREST EXISTING ROOF DRAINFOR INDIRECT DISCHARGE, VERIFY IN FIELD (VIF). PROVIDE ROOFTOPSUPPORT FOR THE CONDENSATE PIPING AS REQUIRED PER FLORIDAPLUMBING CODE - 8TH EDITION.·THE ROOF DRAINS ARE EXISTING TO REMAIN. INFORM ARCHITECT/OWNER ONANY DRAIN COVER THAT NEEDS TO BE REPLACED. (VIF).·THE CONTRACTOR SHALL PROVIDE APPROVED ROOF SUPPORT FOR THECONDENSATE PIPING.Plumbing Roof PlanP102http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.PLUMBING ROOF PLANSCALE: 3/16" = 1'-0"N K-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON 21M3111WATER HEATERROOMELECTRICALROOMLIBRARY / FILES(FLOOR TO CEILING HEIGHT)LIBRARY / FILES (FLOOR TO PARTITION HEIGHT)CLERK #2(INTERIOR NOT IN SCOPE)CAFEPLANPREPDESKCLERK #1037RESTROOMWOMENS038RESTROOMMALE039RESTROOMWOMENS042UNISEXRESTROOM040RESTROOMMALE041CLOSETJANITOR036CLOSETJANITOR035STORAGE034ADMINISTRATORBUSINESS CENTER028PLAN EXAMINERSR. BUILDING027INSPECTOR026INSPECTOR013INSPECTORBUILDING006ADMIN005ADMIN032SUPERVISORPERMITCALL CENTER011003BREAKROOM008INSPECTORCHIEF PLUMBING014ADMINISTRATORFLOOD PLAIN007INSPECTORCHIEF BUILDING018INSPECTORSR. MECHANICAL009INSPECTORCHIEF MECHANICAL021INSPECTORELECTRICAL016INSPECTORPLUMBING023INSPECTOR020INSPECTORSR. ELECTRICAL002MANAGERBUILDING DEPT.010INSPECTORCHIEF ELECTRICAL025PLAN EXAMINERSR. BUILDING024INSPECTOR004BUILDING OFFICIALASSISTANT017ROOMCONFERENCE019INSPECTORMECHANICAL015INSPECTORSR. PLUMBING001OR DIRECTORBUILDING OFFICIAL043WAITING AREA044LOBBY / ENTRANCE029IT ROOM033SUPERVISORBUSINESS CENTER022ROOMMEETING031COORDINATORPLAN030PLAN EXAMINERSTRUCTURE012INSPECTORSR. BUILDINGEXTEND AND CONNECT THE NEW COLD WATER LINES TO THE EXISTING COLDWATER MAIN, VERIFY IN FIELD (VIF).EXTEND AND CONNECT THE NEW 2" COLD WATER LINE TO THE EXISTING COLDLINE, PROVIDE THE LINE WITH SHUT-OFF VALVE AND A SEPARATE SUB-METER FORFUTURE TENANT. CONSULT WITH ARCH/OWNER PRIOR TO LOCATING SUB-METER.PROVIDE CAPPED 2" COLD WATER LINE IS JANITOR'S CLOSET OF FUTURE TENANT,THE WATER DISTRIBUTION FOR THE FUTURE TENANT AREA IS UNDER A SEPARATESCOPE OF WORK.123Plumbing Floor Plan - Dom. Water P201http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.PLUMBING FLOOR PLAN - DOMESTIC WATER SCALE: 3/16" = 1'-0"N Plumbing Isometric - SanitaryP700http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.PLUMBING ISOMETRIC - SANITARY SCALE: NTS MPlumbing Isometric - DCW & GasP701http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.PLUMBING ISOMETRIC - DOMESTIC WATER SCALE: NTSPLUMBING ISOMETRIC - GASSCALE: NTS SCALE: N.T.S.4WATER HEATER DETAILSCALE: N.T.S.5FLOOR DRAIN AND TRAP PRIMER SEAL DETAILFLUSH VALVE TRAP PRIMER1-1/2" x 12" 17GAUGE FLUSH VALVEPRIMER TUBE WITH ½"COMPRESSION FITTINGFINISHED FLOORFLOOR DRAINP-TRAP1/2" OD MAKE-UP WATER LINE2-1/4" MINFINISHED WALLSCALE: N.T.S.TYPICAL CLEAN-OUT DETAILS1SCALE: N.T.S.PIPE THRU WALL DETAIL2SCALE: N.T.S.VENT THRU ROOF DETAIL3SCALE: N.T.S.CONDENSATE DRAIN DETAIL6”” ” ” SCALE: N.T.S.7ROOFTOP CONDENSATE SUPPORTSCALE: N.T.S.8CONDENSATE DISCHARGE Plumbing detailsP800http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. THRU-BEAM PHOTOELECTRIC SENSOR. RECEIVER.THRU-BEAM PHOTOELECTRIC SENSOR. TRANSMITTER.EXISTING UNDERGROUND SECONDARYEXISTING UNDERGROUND COMMUNICATIONSOF DIMENSIONS IS DIRECTED.INTERFERENCES.NEMA, ANSI, U.L., ETC.A. GENERAL PROVISIONSPANELSB. C. D. 4. MINIMUM CONDUCTORS SIZE SHALL BE #12 AWG.NEMA REQUIREMENTS.LIGHTING1. ALL WIRING SHALL BE COPPER.CONDUCTORS1. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAYS.FROM AUTHORITIES HAVING JURISDICTION.2. MINIMUM CONDUIT SIZE SHALL BE 3/4" TRADE SIZE.4. EXPOSED CONDUITS SHALL BE RUN PARALLEL TO BUILDING LINES.AFTER A FIRE, AS REQUIRED BY ARTICLE 300-21 OF THE N.E.C.RACEWAYS7. PROVIDE CABLE SUPPORTS IN ACCORDANCE WITH ARTICLE 300 OF THE N.E.C.2. ALL PANELS SHALL HAVE TYPEWRITTEN CIRCUITS DIRECTORIES MOUNTED INSIDE OF DOOR.8. PROVIDE EXPANSION FITTINGS IN CONDUIT STRUCTURAL EXPANSION JOINTS.3. WIRES SIZE #10 AWG AND SMALLER SHALL BE STRANDED OR SOLID. WIRES SIZE #8 AND LARGER SHALL BE STRANDED.1. PROVIDE LIGHTING AND RECEPTACLES PANELS AS INDICATED ON THE PLANS AND AS SPECIFIED HEREIN. ALL PANELS SHALL BE DEAD FRONT, CIRCUIT BREAKER TYPE AND SHALL BEAR THE U.L. LABEL AS WELL AS MEET ALL APPLICABLE 2. CONDUCTORS SHALL BE RATED 600V. WITH TYPE THWN INSULATION.2. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE 2020 EDITION OF THE FLORIDA BUILDING CODE, 2017 EDITION OF 3. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF 4. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER TRADES SO AS TO AVOID 5. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. FIELD VERIFICATIONS 6. SECURE PERMITS AND INSPECTIONS REQUIRED BY STATE AND LOCAL LAWS AND ORDINANCES.7. UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER CERTIFICATES OF FINAL INSPECTIONS AND APPROVALS 3. USE FLEXIBLE CONDUIT FOR SHORT FINAL CONNECTIONS TO VIBRATING EQUIPMENT SUCH AS MOTORS AND TRANSFORMERS. LIQUID-TIGHT FLEXIBLE CONDUIT SHALL BE USED IN DAMP AND WET LOCATIONS.5. DO NOT INSTALL CONDUITS LARGER THAN 1/3 THE SLAB THICKNESS IN CONCRETE SLABS.1. THE WORK SHALL CONSIST OF FURNISHING LABOR, EQUIPMENT, AND MATERIALS TO PROVIDE THE COMPLETE THE NATIONAL ELECTRICAL CODE, ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS AND ORDINANCES.INTERGRATED AND PROPER FUNCTIONS SYSTEMS AS SHOWN ON THE DRAWINGS.6. PROVIDE APPROVED FIRE STOPPING MATERIALS AT ALL PENETRATIONS THROUGH FIRE RATED FLOORS AND WALLS TO PREVENT THE PASSAGE OF SMOKE, FIRE, TOXIC GAS OR WATER THROUGH THE PENETRATION EITHER BEFORE, DURING OR SWITCHESE. SAFETYFUSESF. G.2. FUSES RATED 0 TO 600 AMPS SHALL BE AS FOLLOW:SITE VISITBE NEMA 3R.PERMITTED.1. ALL FUSES SHALL HAVE A 200,000 AMP RMS SYMETRICAL RATING UNLESS OTHERWISE NOTED.a) CIRCUIT BREAKER PANEL PROTECTION-U.L. CLASS RK-1, DUAL ELEMENT(BUSSMANN "LOW PEAK" OR EQUAL).b) MOTOR CIRCUIT PROTECTION-U.L. CLASS RK-5, DUAL ELEMENT (BUSSMANN "FUSETRON" OR EQUAL).3. FUSES RATED 601 AMPS OR LARGER SHALL BE U.L. CLASS L TIME DELAY (BUSSMANN "HI-CAP" OR EQUAL).1. SAFETY SWITCHES SHALL BE HEAVY DUTY TYPE FUSIBLE OR NON-FUSIBLE WITH POLES, AMPERE AND SERVICES RATINGS AS INDICATED ON THE PLANS. LUGS SHALL BE U.L. LISTED FOR CU. -AL.1. BEFORE SUBMITTING A BID THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE CONDITIONS AT THE SITE AND ALLOWED FOR ADDITIONAL WORK REQUIRED BECAUSE OF CONTRACTOR'S FAILURE TO FULFILL THIS REQUIREMENT.2. ENCLOSURES FOR SAFETY SWITCHES SHALL BE NEMA 1, EXCEPT FOR SWITCHES MARKED "WP" (WEATHERPROOF) SHALL WRITING OF ANY DISCREPANCIES FOUND DURING SAID SITE VISIT. NO SUBSEQUENT INCREASE IN CONTRACT COST WILL BE WILL IN ANY WAY AFFECT THE WORK REQUIRED UNDER THE CONTRACT. THE CONTRACTOR SHALL INFORM THE ENGINEER INALL EXISTING STRUCTURES IN ORDER TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ELECTRICAL SYSTEMS WHICH 4. ALL BREAKERS SHALL BE FULL SPACE, INDIVIDUAL FRAME TYPE. NO "PIGGY BACK" OR TANDEM BREAKERS WILL BE 3. PANELS SHALL BE SUITABLE FOR THE SERVICE RATING INDICATED ON THE PANEL SCHEDULES.WATERTIGHTWTLLF.LIGHT LOSS FACTORSECURITY CAMERAAND SECONDARY.COMBINED UNDERGROUND COMMUNICATIONSCLOCK (84" A.F.F. TO CENTER)ELECTRONIC SECURITY SYSTEM (48" A.F.F.)A.F.F E.W.H G.F.I. W.P.NL.U.O.N.MTD.MT.A.F.G. NIGHT LIGHTGROUND FAULT INTERRUPTERUNLESS OTHERWISE NOTEDWEATHERPROOFELECTRIC WATER HEATERABOVE FINISH GRADEABOVE FINISH FLOORMOUNTMOUNTEDLTG.TYP.PNL.TEL.FLUOR.GRD.CU.FIN.INC.TELEPHONEFLUORESCENTINCANDESCENTCOPPERGROUNDTYPICALFINISHLIGHTINGPANELDISTRIBUTION PANELDRY TYPE TRANSFORMERPANELBOARD (6'-0" AFF TO TOP)HEAT DETECTOR DUCT SMOKE DETECTORFIRE ALARM SPEAKERFIRE ALARM STROBE LIGHT (80" A.F.F.)SMOKE DETECTOR PUBLIC TELEPHONE (48" A.F.F.)UNDERGROUND COMMUNICATIONSUNDERGROUND SECONDARYELECTRIC HANDHOLETAMPER SWITCHFLOW SWITCHSHUT DOWN RELAYFIRE ALARM HORN FIRE ALARM CONTROL PANELREMOTE ANNUNCIATOR PANELP INDICATES PILOT LIGHTPMOTOR (3 PHASE) NUMBER INDICATES HORSEPOWEREXIT SIGN / EMERGENCY LIGHT COMBINATION UNIT.EXIT LIGHT - DIRECTIONAL ARROWS AS INDICATEDDUPLEX RECEPT. - NEMA 5-20R (18" A.F.F.TO CENTER)FLUORESCENT STRIP (BARE LAMP) - NIGHT LIGHTPOLE MOUNTED FIXTURE-NO. OF LUMINAIRES AS INDICATEDMAGNETIC STARTER (5'-6" A.F.F. TO TOP)DUPLEX RECEPT. MOUNTED ABOVE COUNTER - NEMA 5-20RSPECIAL PURPOSE RECEPT (18" A.F.F. TO CENTER) RATING AS NOTEDSINGLE POLE SWITCH - 20 AMP (48" A.F.F.TO CENTER)THREE WAY SWITCH - 20 AMP (48" A.F.F. TO CENTER)FUSIBLE DISCONNECT SWITCH POLES, AMPS AND FUSES AS SHOWNDUPLEX RECEPT. - NEMA 5-20R (FLOOR MTD.)FOUR WAY SWITCH - 20 AMP (48" A.F.F. TO CENTER)MANUAL STARTER-MT. 5'-6" A.F.F. TO TOP U.O.N.DIMMER SWITCH (48" A.F.F. TO CENTER)NF INDICATES NON-FUSEDJUNCTION BOXOR EMERGENCY LIGHT CIRCUIT.LIGHTING FIXTURE TYPEFLUORESCENT LIGHT FIXTURELIGHT FIXTURE CEILING MOUNTEDFLUORESCENT STRIP (BARE LAMP)EMERGENCY LIGHTING UNITWALL MOUNTED LIGHT FIXTURECEILING MOUNTED SPEAKERPUSHBUTTON STATION. OPEN-STOP-CLOSE.TIMER CONTROLLER-MT. 5'-6" A.F.F. TO TOPPHOTOELECTRIC CONTROLLERCONTACTOR-MT. 5'-6" TO TOPMT 48" A.F.F. TO CENTERLINEMOTOR (1 PHASE)WALL MOUNTED SPEAKERFIRE ALARM PULL STATION (48" A.F.F. TO CENTER)REMOTE TEST STATION FOR DUCT SMOKE DETECTORCOMPUTER OUTLET (18" A.F.F. TO CENTER)COMPUTER OUTLET FLUSH FLOOR MOUNTEDTELEVISION CABLE OUTLET (18" A.F.F. TO CENTER)TELEPHONE OUTLET (18" A.F.F. TO CENTER)TELEPHONE OUTLET - FLUSH FLOOR MOUNTEDCABLE TRAYOCCUPANCY SENSOR/WALL MTD. (PASSIVE INFRARED)OCCUPANCY SENSOR/WALL MTD. (ULTRA SONIC)OCCUPANCY SENSOR/WALL MTD.CFFLOOR MOUNTEDCEILING MOUNTEDQUAD RECEPT. - NEMA 5-20R (18" A.F.F.TO CENTER)JUNCTION BOX - FUTURE VIDEO CABLINGJUNCTION BOX - FUTURE AUDIO CABLING1000 SQ. FT. CEILING SENSORRELAY SWITCH PACKDRAWING INDEXLIGHTING CONTROL DETAIL (SEE SHEET E104)LIGHT SWITCH AS PER CORRESPONDING LIGHTINGCONTROL DETAIL REFERENCEElectrical General NotesE001http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011PERMIT SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317 CLERK #2WATER HEATERROOMELECTRICALROOMLIBRARY / FILES(FLOOR TO CEILING HEIGHT)1,044 SQFT(INTERIOR NOT IN SCOPE)CAFEEGRESSPLANPREPDESKLIBRARY / FILES (FLOOR TO PARTITION HEIGHT) LIBRARY / FILES (FLOOR TO PARTITION HEIGHT)EGRESSCLERK #1EGRESS69 SQ FT037RESTROOMWOMENS69 SQ FT038RESTROOMMALE69 SQ FT039RESTROOMWOMENS62 SQ FT042UNISEXRESTROOM49 SQ FT040RESTROOMMALE42 SQ FT041CLOSETJANITOR33 SQ FT036CLOSETJANITOR78 SQ FT035STORAGE378 SQFT034ADMINISTRATORBUSINESS CENTER81 SQFT028PLAN EXAMINERSR. BUILDING81 SQFT027INSPECTOR81 SQFT026INSPECTOR116 SQFT013INSPECTORBUILDING65 SQFT006ADMIN65 SQFT005ADMIN101 SQFT032SUPERVISORPERMITCALL CENTER011181 SQFT401 SQFT003BREAKROOM121 SQFT008INSPECTORCHIEF PLUMBING116 SQFT014ADMINISTRATORFLOOD PLAIN120 SQFT007INSPECTORCHIEF BUILDING81 SQFT018INSPECTORSR. MECHANICAL121 SQFT009INSPECTORCHIEF MECHANICAL81 SQFT021INSPECTORELECTRICAL81 SQFT016INSPECTORPLUMBING81 SQFT023INSPECTOR81 SQFT020INSPECTORSR. ELECTRICAL159 SQFT002MANAGERBUILDING DEPT.121 SQFT010INSPECTORCHIEF ELECTRICAL81 SQFT025PLAN EXAMINERSR. BUILDING81 SQFT024INSPECTOR133 SQFT004BUILDING OFFICIALASSISTANT184 SQFT017ROOMCONFERENCE81 SQFT019INSPECTORMECHANICAL81 SQFT015INSPECTORSR. PLUMBING156 SQFT001OR DIRECTORBUILDING OFFICIAL633 SQFT043WAITING AREA044LOBBY / ENTRANCE48 SQFT029IT ROOM122 SQFT033SUPERVISORBUSINESS CENTER128 SQFT022ROOMMEETING116 SQFT031COORDINATORPLAN113 SQFT030PLAN EXAMINERSTRUCTURE116 SQFT012INSPECTORSR. BUILDINGK-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON·······0'-6"PROVIDE PVC PREFORMED CONDUIT SPACERSAROUND ALL CONDUITS TO MAINTAIN SPACING.CARLON SNAP-N-STAC OR EQUAL. PROVIDE SUITABLEANCHORS DURING THE CONCRETE POUR TO PREVENTCONDUIT FROM FLOATING.MINIMUM 30" BELOW GRADE. REFER TO DUCTBANKINSTALLATION DETAIL, THIS SHEET.4" CONDUIT1'-4"1'-11"208V/600A FEEDERSEE RISERDUCTBANK6" WIDE WARNING TAPEBACKFILL AND COMPACT WITHSATISFACTORY SOILSBACK FILL AND COMPACT TRENCHWITH SUBBASE COURSE.EXISTING SUBBASEVARIES3" MIN. (TYP ALL AROUND PIPE)0'-6"PROVIDE PVC PREFORMED CONDUIT SPACERSAROUND ALL CONDUITS TO MAINTAIN SPACING.CARLON SNAP-N-STAC OR EQUAL. PROVIDE SUITABLEANCHORS DURING THE CONCRETE POUR TO PREVENTCONDUIT FROM FLOATING.MINIMUM 30" BELOW GRADE. REFER TO DUCTBANKINSTALLATION DETAIL, THIS SHEET.4" CONDUIT1'-4"4'-3 31/32"208V/600A FEEDER (FPL)SEE RISER208V/600A FEEDER (GEN)SEE RISER2" GENERATOR CONTROLS CONDUIT0'-6"PROVIDE PVC PREFORMED CONDUIT SPACERSAROUND ALL CONDUITS TO MAINTAIN SPACING.CARLON SNAP-N-STAC OR EQUAL. PROVIDE SUITABLEANCHORS DURING THE CONCRETE POUR TO PREVENTCONDUIT FROM FLOATING.MINIMUM 30" BELOW GRADE. REFER TO DUCTBANKINSTALLATION DETAIL, THIS SHEET.4" CONDUIT1'-4"3'-0 31/32"208V/600A FEEDER (GEN)SEE RISER2" GENERATOR CONTROLS CONDUITSECTION A-ASECTION B-BSECTION C-C2" GENERATOR ELECTRICAL CIRCUITS PANEL CONDUIT2" GENERATOR ELECTRICALCIRCUITS PANEL CONDUITElectrical Site PlanES100http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317ELECTRICAL SITE PLANSCALE: 3/16" = 1'-0"NGENERAL NOTES:1.MINIMUM 3" SEPARATION BETWEEN ALL CONDUITSROUTED BELOW GRADE. ENGINEERED BACKFILL TOBE PROVIDED MINIMUM 6" AROUND CONDUITS ANDTAMPERED TO PREVENT EARTH MOVEMENT.2.12" SEPARATION BETWEEN ALL LOW VOLTAGE,CONTROLS, POWER CONDUITS, OR FOREIGN SYSTEMROUTED ON SITE.3.CONTRACTOR SHALL IDENTIFY ALL BELOW GRADEUTILITIES PRIOR TO NEW WORK. COORDINATE EXACTROUTING IN FIELD.4.CONDUIT ROUTING SHOWN FOR REFERENCE ONLY.ELECTRICAL CONTRACTOR SHALL FIELDCOORDINATE EXACT ROUTING WITH OTHER EXISTINGAND NEW UTILITIES.DUCT BANK INSTALLATION DETAILSSCALE: 1/2" = 1'-0"WIND LOAD DESIGN SHALL BE 185MPH WIND.COLLAR BACKFILL AS REQUIRED BY POLEENGINEER. WIND LOAD DESIGN SHALL MEETCONTRACTOR SHALL PROVIDE CONCRETEMANUFACTURER REGISTERED STRUCTURALALL STATE, LOCAL AND SFBC CODES. MINIMUMCONCRETE POLE#6 GROUNDINGPIGTAIL (TYP)5/8"Ø X 10'COPPER CLADGROUND ROD CLERK #2WATER HEATERROOMELECTRICALROOMLIBRARY / FILES(FLOOR TO CEILING HEIGHT)CAFEEGRESSPLANPREPDESKLIBRARY / FILES (FLOOR TO PARTITION HEIGHT) LIBRARY / FILES (FLOOR TO PARTITION HEIGHT)EGRESSCLERK #1EGRESS037RESTROOMWOMENS038RESTROOMMALE039RESTROOMWOMENS042UNISEXRESTROOM040RESTROOMMALE041CLOSETJANITOR036CLOSETJANITOR035STORAGE034ADMINISTRATORBUSINESS CENTER028PLAN EXAMINERSR. BUILDING027INSPECTOR026INSPECTOR013INSPECTORBUILDING006ADMIN005ADMIN032SUPERVISORPERMITCALL CENTER011003BREAKROOM008INSPECTORCHIEF PLUMBING014ADMINISTRATORFLOOD PLAIN007INSPECTORCHIEF BUILDING018INSPECTORSR. MECHANICAL009INSPECTORCHIEF MECHANICAL021INSPECTORELECTRICAL016INSPECTORPLUMBING023INSPECTOR020INSPECTORSR. ELECTRICAL002MANAGERBUILDING DEPT.010INSPECTORCHIEF ELECTRICAL025PLAN EXAMINERSR. BUILDING024INSPECTOR004BUILDING OFFICIALASSISTANT017ROOMCONFERENCE019INSPECTORMECHANICAL015INSPECTORSR. PLUMBING001OR DIRECTORBUILDING OFFICIAL043WAITING AREA044LOBBY / ENTRANCE029IT ROOM033SUPERVISORBUSINESS CENTER022ROOMMEETING031COORDINATORPLAN030PLAN EXAMINERSTRUCTURE012INSPECTORSR. BUILDINGK-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRONA-37,39WAPWAPWAPWAPWAPWAPWAPB-1FAAPCMCMMDPATS-SB1E10075cd75cd15cd75cd15cdEWH-1B-27 15cd15cd15cd75cd75cd15cd75cd75cd75cdPNL APNL B15cd15cdGENANNUN.HWH-1 15cd15cd15cdWPWPWPWPFACP PNL C15cdTV,56"B-3B-3B-5B-5B-4B-4B-21B-748"15cd15cdB-31B-31C-1B-1B-1TV,56"CM15cdB-23,25 48"48"48"48"48"75cdA-41RECIRC PUMP 48"554TV,56"TV,56"TV,56"B-6B-6B-7B-348"15cdTV,56"TV,56"TV,56"TV,56"TV,56"TV,56"TV,56"B-2WPWPWPWPWPWPWPB-8B-9B-10B-11B-12B-13B-17B-15B-16B-19B-19B-19B-19B-19B-19B-33B-31B-3148"WP48"WP48"WPC-2C-2C-2TV,56"TV,56"B-26B-28TV,56"44A-2,4,6,8A-10,12,14,16A-18,20,22,24A-26,28,30,3248"B-33B-29B-35B-30B-1944444444444444111122228333A-34,363PCV PCVPCVPCVPCV FSDFSDPCV24"x16" WALL PENETRATIONW/FSD CAPPED FOR FUTURE S/ADUCT FROM RTU-3.26"x16" WALL PENETRATIONW/FSD CAPPED FOR FUTURE R/ADUCT TO RTU-3.DAHU-1A-19,21B-43B-45B-49B-51B-39B-41B-37B-38INV. PNLB-449S DD S DD B-46B-7ELECTRICALROOMNEW FIRE ALARM CONTROL PANELMDPATS-SBABDAHU-2NEW 720W MEDIUM-CAPACITY MINIINVERTER SERIES9Electrical Floor PlanE100ELECTRICAL FLOOR PLANSCALE: 3/16" = 1'-0"NKEYED NOTES:PROVIDE FLOOR BOX FURNITURE INFEED WITH 34" LFMC TOSYSTEM FURNITURE ELECTRICAL CONNECTION AND (2) 1" LFMCTO SYSTEM FURNITURE COMMUNICATIONS RACEWAY FOR DATACABLING. BASIS OF DESIGN: WIREMOLD MULTIPLEX MP8 DUALSERVICE PRODUCT FAMILY.INFLOOR FLUSH DUCT SYSTEM WITH (2) SEPARATE DUCTS FORPOWER AND COMMUNICATIONS CABLNG. BASIS OF DESIGN:WIREMOLD FLUSH DUCT222F-0. ELECTRICAL CONTRACTORSHALL COORDINATED WITH VENDOR TO PROVIDE ALL ADAPTORPLATES, FACEPLATES, FITTINGS, PLUGS AND/OR ANY OTHERCOMPONENTS NECESSARY FOR COMPLETE ISNTALLATION.PROVIDE 3-GANG SLAB-ON-GRADE CAST IRON FLOOR BOX WITH(1) 34" CONDUIT FOR POWER AND (2) 1" CONDUIT FOR DATA ANDA/V. CONDUIT TO BE ROUTED TO NEAREST WALL AND THENSTUBBED UP INTO ACCESSIBLE CEILING SPACE.SYSTEM FURNITURE MANUFACTURER IS RESPONSIBLE FORFURNISHING ALL DEVICES FOR POWER AND LOW VOLTAGEWITHIN EACH CUBICLE WORK STATION. ELECTRICALCONTRACTOR SHALL TERMINATE POWER AT THE DESIGNATEDSINGLE POINT ELECTRICAL CONNECTION. LOW VOLTAGECABLING AND TERMINATIONS BY OTHERS.PROVIDE (2) 3/4" CONDUIT FOR POWER AND CONTROL FROMOUTDOOR CONDENSING UNIT.EXHAUST FANS ARE TO BE CONNECTED TO LIGHTING CIRCUIT INTHE RESPECTIVE AREA.EXISTING BELOW GRADE TELECOM SERVICES TO BE REROUTEDTO ADJACENT NEW I.T. ROOM. COORDINATE WITH ACCESSPROVIDERS AS REQUIRED TO PULL BACK WIRING. ONCE WIRINGIS REMOVED, CUT BACK CONDUIT TO NEW LOCATION,INTERCONNECT WITH NEW CONDUIT, AND EXTEND TO NEWTELECOM DEMARC.FLUSH DUCT SYSTEM 90 DEGREE ELBOWS WITH CONDUITADAPTERS FOR IN WALL TRANSITION AND EXTENSION CABLINGSERVING PANEL AND I.T. CLOSET.NEW 250WATT MEDIUM-CAPACITY MINI INVERTER SERIES MODEL#: EMIU-250-4-LDC-120 OR EQUAL.123GENERAL NOTES:1.SYSTEM FURNITURE MANUFACTURER IS RESPONSIBLE FORFURNISHING ALL DEVICES FOR POWER AND LOW VOLTAGEWITHIN EACH CUBICLE WORK STATION. ELECTRICALCONTRACTOR SHALL TERMINATE POWER AT THEDESIGNATED SINGLE POINT ELECTRICAL CONNECTION. LOWVOLTAGE CABLING AND TERMINATIONS BY OTHERS.2.EACH EXHAUST FAN INDICATED ON THIS DRAWING SHALL BECIRCUITED TO THE ASSOCIATED SPACE LIGHTING CIRCUITAND CONTROL. PROVIDE TOGGLE SWITCH DISCONNECT ASNEEDED FOR NEC CODE COMPLIANCE.4ELECTRICAL DEMO PLANSCALE: 1/2" = 1'-0"N1E100NOTE: MAIN SWITCHGEARLOCATED IN THE ELECTRICALROOM IS TO BE COMPLETELYDEMOLISHED.56ELECTRICAL ROOM PLANSCALE: 1/2" = 1'-0"N1E100778B-#GENERAL NOTES:TAG REPRESENTS PANEL CIRCUIT NUMBER FOR ALLRECEPTACLES IN THE ASSOCIATED SPACE. THE LETTERDESIGNATES THE ELECTRICAL PANEL THE CIRCUITS AREFED FROM AND THE NUMBER, DESIGNATES THE CIRCUITSPACE IN THE ELECTRICAL PANEL.9http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011PERMIT SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317 K-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON CRDCDLDCDLCRCRDCDLCRDCDLDCDLDCElectrical Security PlanE100.1ELECTRICAL SECURITY FLOOR PLANSCALE: 3/16" = 1'-0"Nhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011PERMIT SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317 K-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.AAAAAAAAAAAAAAAAAAAAAAAAAAAAFEF4G4F4F4F4F4F4FEF4F4F4F4F4F4FEG4F4F4FEF4F4FEF4FEF4FEFEF4F4GEG4GEG4GEG4GEG4GEG4G4GEGEG4GEG4CECCECCECHEHHHEHHHEHHHHHHEAAEAAAEAAEAAAAAAAAAAAGEHHDDDDDDIDDDDDDDDDDDIDGEGEGEG4GEGEGEJJJJJJJGEGEG4G4DDDDDDDDDDDDDDDDDDDDDDKKKCCCCCEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMAAAAG4G4G4LC#1LC#1LC#1LC#1LC#1LC#1LC#1LC#1LC#3LC#3LC#3LC#3LC#3LC#3LC#3LC#3LC#3LC#3LC#3LC#3LC#3LC#3LC#3LC#3LC#3LC#3LC#4LC#4LC#4LC#4LC#4LC#4LC#4LC#4LC#4CLERK #2WATER HEATERROOMELECTRICALROOMLIBRARY / FILES(FLOOR TO CEILING HEIGHT)CAFEEGRESSPLANPREPDESKLIBRARY / FILES (FLOOR TO PARTITION HEIGHT)LIBRARY / FILES (FLOOR TO PARTITION HEIGHT)EGRESSCLERK #1037RESTROOMWOMENS038RESTROOMMALE039RESTROOMWOMENS042UNISEXRESTROOM040RESTROOMMALE041CLOSETJANITOR036CLOSETJANITOR035STORAGE034ADMINISTRATORBUSINESS CENTER028PLAN EXAMINERSR. BUILDING027INSPECTOR026INSPECTOR013INSPECTORBUILDING006ADMIN005ADMIN032SUPERVISORPERMITCALL CENTER011003BREAKROOM008INSPECTORCHIEF PLUMBING014ADMINISTRATORFLOOD PLAIN007INSPECTORCHIEF BUILDING018INSPECTORSR. MECHANICAL009INSPECTORCHIEF MECHANICAL021INSPECTORELECTRICAL016INSPECTORPLUMBING023INSPECTOR020INSPECTORSR. ELECTRICAL002MANAGERBUILDING DEPT.010INSPECTORCHIEF ELECTRICAL025PLAN EXAMINERSR. BUILDING024INSPECTOR004BUILDING OFFICIALASSISTANT017ROOMCONFERENCE019INSPECTORMECHANICAL015INSPECTORSR. PLUMBING001OR DIRECTORBUILDING OFFICIAL043WAITING AREA044LOBBY / ENTRANCE029IT ROOM033SUPERVISORBUSINESS CENTER022ROOMMEETING031COORDINATORPLAN030PLAN EXAMINERSTRUCTURE012INSPECTORSR. BUILDING33EMEMEMEMElectrical Lighting Power PlanE101ELECTRICAL LIGHTING POWER PLANSCALE: 3/16" = 1'-0"Nhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011PERMIT SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317 Photometrics Calculation Software Generated Luminaire ScheduleScenario: EM MODESymbolQtyLabelArrangementLum. LumensArr. Lum. LumensLLFLum. WattsArr. Watts47ASingle482748270.90031.331.35AESingle482748270.90031.331.33CSingle125312530.90011.611.63CESingle125312530.90011.611.640DSingle132113210.900141420F4Single501750170.90048.848.88FESingle501750170.90048.848.813G4Single340834080.90034.834.817GESingle340834080.90034.834.811H4Single293129310.90027.527.54HESingle293129310.90027.527.52ISingle9849841.8007.9387.9387JSingle129812980.90022.0122.013KSingle7907900.9009.99.9LIGHT OUTPUT SUMMARYScenario: EM MODEChannelSwitchedDimming# LumsAOff1.0047AEOn0.225COff1.003CEOn0.523DOff1.0040F4Off1.0020FEOn0.128G4Off1.0013GEOn0.1717H4Off1.0011HEOn0.224IOff1.002JOff1.007KOff1.003Calculation SummaryScenario: NORMAL MODELabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinASSIST BUILDING OFFICIAL_WorkplaneIlluminanceFc42.3063.625.11.692.53BREAKROOM_WorkplaneIlluminanceFc51.5774.318.32.824.06BUILDING DEPT MANAGER_WorkplaneIlluminanceFc52.1271.932.91.582.19BUILDING OFFICIAL DIRECTOR_WorkplaneIlluminanceFc52.3772.732.51.612.24BUSINESS CENTER ADMIN 040_WorkplaneIlluminanceFc53.4577.023.82.253.24BUSINESS CENTER SUPERVISOR_WorkplaneIlluminanceFc45.4963.728.61.592.23CALL CENTER_WorkplaneIlluminanceFc60.2783.632.01.882.61CANOPY 1IlluminanceFc13.6024.14.43.095.48CANOPY 2IlluminanceFc14.2119.56.22.293.15CANOPY 3IlluminanceFc16.5422.09.51.742.32CANOPY 4IlluminanceFc8.0311.14.61.752.41CHIEF BUILDING INSPECTOR_WorkplaneIlluminanceFc44.0058.126.91.642.16CHIEF ELECTRICAL INSPECTOR_WorkplaneIlluminanceFc44.8758.930.31.481.94CHIEF MECHANICAL INSPECTOR_WorkplaneIlluminanceFc44.7958.830.11.491.95CHIEF PLUMBING INSPECTOR_WorkplaneIlluminanceFc44.8358.829.51.521.99CONFERENCE_WorkplaneIlluminanceFc121.22163.576.01.602.15ELECTRICAL_FloorIlluminanceFc11.5115.67.01.642.23ELECTRICAL_WorkplaneIlluminanceFc15.7924.47.82.023.13ENTRANCE-LOBBY_FloorIlluminanceFc28.5442.17.63.765.54IT ROOM_FloorIlluminanceFc14.2617.211.11.281.55MECHANICAL_FloorIlluminanceFc12.5415.88.21.531.93MECHANICAL_WorkplaneIlluminanceFc17.5624.89.71.812.56MEETING_WorkplaneIlluminanceFc116.18143.983.51.391.72OUTDOOR 1IlluminanceFc3.957.71.23.296.42OUTDOOR 2IlluminanceFc1.887.51.01.887.50PERMIT SUPERVISOR_WorkplaneIlluminanceFc46.8674.225.21.862.94PLAN COORDINATOR_WorkplaneIlluminanceFc44.1666.325.71.722.58ROOM 1_WorkplaneIlluminanceFc40.7370.43.711.0119.03ROOM 2_WorkplaneIlluminanceFc22.5233.014.61.542.26ROOM 3_WorkplaneIlluminanceFc22.7233.115.01.512.21ROOM 4_WorkplaneIlluminanceFc28.9935.524.61.181.44ROOM 5_WorkplaneIlluminanceFc29.8836.525.41.181.44ROOM 6_WorkplaneIlluminanceFc25.0332.818.11.381.81ROOM 7_WorkplaneIlluminanceFc31.8240.517.51.822.31ROOM 8_WorkplaneIlluminanceFc55.6980.819.52.864.14ROOM 9_WorkplaneIlluminanceFc22.0231.214.71.502.12STRUCTURE PLAN EXAMINER_WorkplaneIlluminanceFc42.3164.822.51.882.88EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.AAAAAAAAAAAAAAAAAAAAAAAAAAAAFEF4G4F4F4F4F4F4FEF4F4F4F4F4F4FEG4F4F4FEF4F4FEF4FEF4FEFEF4F4GEG4GEG4GEG4GEG4GEG4G4GEGEG4GEG4CECCECCECHEHHHEHHHEHHHHHHEAAEAAAEAAEAAAAAAAAAAAGEHHDDDDDDIDDDDDDDDDDDIDGEGEGEG4GEGEGEJJJJJJJGEGEG4G4DDDDDDDDDDDDDDDDDDDDDDKKKCCCCCEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMAAAAG4G4G4K-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON 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97.08.69.28.97.39.211.712.712.09.611.414.515.614.811.911.314.014.714.011.713.214.215.816.817.618.818.720.319.721.821.323.624.026.316.720.524.627.228.428.131.829.419.724.429.432.834.436.335.831.720.726.332.236.239.240.138.333.219.925.832.437.140.241.038.632.817.021.830.635.738.739.437.230.916.826.832.735.336.034.026.714.922.329.932.032.329.621.328.229.829.730.430.129.032.435.034.034.032.631.429.825.119.115.136.840.439.837.535.133.631.427.421.715.336.842.042.139.537.135.633.429.724.010.730.537.240.739.538.237.034.931.327.537.638.338.237.535.531.826.920.230.236.237.236.935.031.526.821.228.432.435.135.133.530.325.816.926.329.931.832.330.928.023.67.623.526.628.228.527.424.821.313.720.222.724.424.523.521.718.914.816.618.820.020.319.517.816.011.112.111.314.315.614.615.917.216.28.29.79.88.410.812.913.111.213.315.715.813.713.215.515.713.7Photometrics Plan (Normal)E102PHOTOMETRICS PLAN (NORMAL)SCALE: 3/16" = 1'-0"Nhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011PERMIT SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317 EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.EL 9'-0"A.F.F.AAAAAAAAAAAAAAAAAAAAAAAAAAAAFEF4G4F4F4F4F4F4FEF4F4F4F4F4F4FEG4F4F4FEF4F4FEF4FEF4FEFEF4F4GEG4GEG4GEG4GEG4GEG4G4GEGEG4GEG4CECCECCECHEHHHEHHHEHHHHHHEAAEAAAEAAEAAAAAAAAAAAGEHHDDDDDDIDDDDDDDDDDDIDGEGEGEG4GEGEGEJJJJJJJGEGEG4G4DDDDDDDDDDDDDDDDDDDDDDKKKCCCCCEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMEMAAAAG4G4G4K-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON3.64.44.64.33.52.72.22.01.91.91.91.71.51.34.04.85.14.73.93.02.52.42.42.62.62.42.11.73.84.54.84.53.73.02.72.73.13.43.63.32.72.23.13.73.93.73.22.82.73.03.64.34.54.23.42.62.42.72.92.82.62.52.63.13.94.75.04.63.72.91.82.02.12.22.12.12.42.93.74.54.84.43.52.71.31.61.71.71.81.82.12.53.13.74.03.73.02.42.73.22.91.91.91.20.91.21.82.63.33.73.41.11.21.31.31.31.31.31.01.01.92.83.12.92.51.41.01.11.31.62.02.62.92.82.40.70.81.21.82.63.43.73.41.31.41.51.61.51.61.51.51.62.12.52.72.52.32.01.41.41.51.92.33.13.53.61.61.71.81.81.53.64.14.22.12.32.52.41.42.42.42.32.42.12.22.12.11.63.74.34.32.63.03.03.01.63.03.03.03.02.62.62.52.31.73.43.93.73.03.53.74.24.14.13.83.63.43.13.02.72.51.93.02.02.83.03.44.04.24.22.82.02.03.63.33.02.61.92.61.84.34.84.83.94.04.03.94.04.03.83.43.02.71.92.21.94.34.73.52.82.72.61.82.22.04.04.13.52.22.22.31.72.42.23.63.93.21.92.02.11.62.72.53.13.42.81.61.81.91.53.12.92.52.62.21.01.61.81.51.31.10.50.40.40.40.40.50.60.50.40.50.61.32.93.73.41.81.50.60.60.60.70.81.94.34.11.81.43.74.85.86.06.36.64.84.51.81.34.35.66.66.87.07.25.14.81.81.44.86.47.47.47.67.65.04.71.81.55.56.87.57.57.67.65.05.03.12.82.92.92.52.01.81.61.91.90.90.80.70.70.61.82.56.06.46.96.97.17.34.74.83.93.23.33.32.92.21.81.62.01.90.90.80.70.70.61.72.56.15.45.85.85.56.74.44.63.63.13.33.22.82.21.81.46.86.97.07.06.87.44.33.71.81.37.57.98.18.07.67.83.83.61.81.27.78.68.78.68.38.03.63.41.71.27.78.68.98.98.78.23.43.31.71.27.78.48.89.08.88.33.33.21.71.26.78.08.58.88.88.23.13.01.91.40.90.61.71.26.77.48.18.38.37.72.82.71.81.30.90.61.71.26.66.87.27.47.26.72.42.31.61.10.80.31.71.35.65.75.96.05.85.41.91.91.30.90.70.51.71.51.91.80.91.11.10.90.71.62.31.80.50.70.60.50.41.51.61.71.71.81.81.20.91.41.50.71.32.01.90.80.70.40.40.81.41.51.61.61.41.61.51.51.51.71.51.31.51.71.31.21.41.61.21.11.11.31.00.90.81.00.80.80.70.70.70.60.50.50.40.40.30.30.30.30.30.30.30.60.8AMH: 9AMH: 9GEMH: 10AMH: 9AMH: 9G4MH: 10G4MH: 10AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9GEMH: 10G4MH: 10GEMH: 10G4MH: 10GEMH: 10G4MH: 10GEMH: 10G4MH: 10AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AEMH: 9AMH: 9AEMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9GEMH: 10GEMH: 10G4MH: 10G4MH: 10GEMH: 10G4MH: 10GEMH: 10GEMH: 10GEMH: 10G4MH: 10GEMH: 10G4MH: 10GEMH: 10AMH: 10AMH: 10AMH: 10AMH: 10AMH: 10AMH: 10AMH: 10AEMH: 10AEMH: 10AEMH: 10GEMH: 10GEMH: 10G4MH: 9G4MH: 9GEMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9AMH: 9GEMH: 9F4MH: 13.9F4MH: 13.9F4MH: 13.9F4MH: 13.9F4MH: 13.9F4MH: 13.9FEMH: 13.9F4MH: 13.9F4MH: 13.9F4MH: 13.9F4MH: 13.9F4MH: 13.9F4MH: 13.9FEMH: 13.9FEMH: 13.9FEMH: 13.9FEMH: 13.9F4MH: 13.9F4MH: 13.9FEMH: 13.9F4MH: 13.9F4MH: 13.9FEMH: 13.9F4MH: 13.9F4MH: 13.9F4MH: 13.9F4MH: 13.9FEMH: 13.9H4MH: 10H4MH: 10H4MH: 10H4MH: 10HEMH: 10H4MH: 13.9H4MH: 13.9H4MH: 13.9HEMH: 13.9H4MH: 13.9H4MH: 13.9H4MH: 13.9HEMH: 13.9CMH: 10CMH: 10CMH: 10CEMH: 10CEMH: 10CEMH: 10DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9DMH: 9JMH: 8JMH: 8JMH: 8JMH: 8JMH: 8JMH: 8JMH: 8AMH: 9HEMH: 10H4MH: 10DMH: 9DMH: 9DMH: 9DMH: 9IMH: 9IMH: 9DMH: 9DMH: 9KMH: 9KMH: 9KMH: 91.62.02.12.01.72.12.72.92.72.22.73.53.83.62.93.14.04.24.03.30.10.10.10.10.10.10.20.20.20.40.30.70.81.11.41.72.12.42.52.31.81.51.62.02.52.93.12.82.41.91.72.22.83.33.53.22.72.11.72.32.93.53.63.42.92.21.52.02.93.43.63.32.82.12.02.63.03.23.02.61.91.62.22.62.72.62.31.62.32.42.32.02.12.10.70.81.01.61.92.02.01.91.21.00.60.91.11.61.81.92.01.81.41.10.61.01.21.61.81.91.91.81.50.90.50.71.31.61.81.91.91.71.51.41.61.81.81.81.61.40.81.51.71.81.81.71.51.31.01.51.71.81.71.61.41.20.71.51.71.81.71.51.31.10.51.51.61.71.61.41.21.00.61.31.51.51.41.31.10.90.61.11.21.21.21.10.90.82.52.72.53.33.63.44.14.54.21.92.22.21.92.52.93.02.53.23.83.83.33.64.24.33.8Photometrics Calculation Software Generated Luminaire ScheduleScenario: EM MODESymbolQtyLabelArrangementLum. LumensArr. Lum. LumensLLFLum. WattsArr. Watts47ASingle482748270.90031.331.35AESingle482748270.90031.331.33CSingle125312530.90011.611.63CESingle125312530.90011.611.640DSingle132113210.900141420F4Single501750170.90048.848.88FESingle501750170.90048.848.813G4Single340834080.90034.834.817GESingle340834080.90034.834.811H4Single293129310.90027.527.54HESingle293129310.90027.527.52ISingle9849841.8007.9387.9387JSingle129812980.90022.0122.013KSingle7907900.9009.99.9LIGHT OUTPUT SUMMARYScenario: EM MODEChannelSwitchedDimming# LumsAOff1.0047AEOn0.225COff1.003CEOn0.523DOff1.0040F4Off1.0020FEOn0.128G4Off1.0013GEOn0.1717H4Off1.0011HEOn0.224IOff1.002JOff1.007KOff1.003Calculation SummaryScenario: EM MODELabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinBREAKROOM_FloorIlluminanceFc3.075.11.32.363.92ELECTRICAL_FloorIlluminanceFc2.864.21.61.792.63ENTRANCE-LOBBY_FloorIlluminanceFc1.683.60.116.8036.00IT ROOM_FloorIlluminanceFc3.424.52.51.371.80MECHANICAL_FloorIlluminanceFc3.074.31.91.622.26ROOM 1_FloorIlluminanceFc3.009.00.310.0030.00Photometrics Plan (Emergency)E103PHOTOMETRICS PLAN (EMERGENCY)SCALE: 3/16" = 1'-0"Nhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011PERMIT SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317 Lighting Controls Plan & DetailsE104UNSWITCHED LIGHTING POWER CIRCUITROOMCTRLLIGHTOSOSTYPICAL CEILING MOUNTED LOW VOLTAGE OCCUPANCYSENSOR(S). WHERE MULTIPLE SENSORS ARE INDICATED IN ASINGLE CONTROL ZONE, ALL LIGHTS SHALL BE CONTROLLEDAS A SINGLE ZONE BASED ON DETECTION BY ANY SINGLESENSOR, UON.TO REMAINING LIGHTFIXTURES IN CONTROL ZONESWITCHED AND 0-10V CONTROLLIGHTING CIRCUITTYPICAL LIGHT FIXTURE WITH 0-10VDIMMING CONTROL, REFER TOLIGHTING FIXTURE SCHEDULE.LOW VOLTAGE LIGHTING CONTROL CIRCUITBASIS OF DESIGN: HUBBELL NXRC ROOM CONTROLLER. PROVIDE SINGLEOR DUAL RELAY AS REQUIRED PER FLOOR PLAN CONTROL DESIGINATIONS.PROVIDE ADDITIONAL ROOM CONTROLLERS AS REQUIRED AND NETWORKPER MFRS INSTALLATION INSTRUCTIONS.DIGITAL WALL SWITCHES. REFER TO FLOOR PLAN FORAND DIGITAL SWITCH SCHEDULE FOR FURTHER DETAILS.LOW VOLTAGE CONTROL CIRCUIT TOWALL SWITCHES1.2.3.NOTES:AUTO ON: 50% OUTPUTAUTO OFF: AFTER 30 MIN - NO OCCUPANCYDIGITAL SWITCH(ES): REFER TO SCHEDULEFOR OPERATIONLIGHTTO REMAINING LIGHT FIXTURES INCONTROL ZONETYPICAL LIGHT FIXTUREWALL MOUNTED DUAL-TECH OCCUPANCY SENSORSWITCHUNSWITCHED LIGHTING POWER CIRCUIT1.2.3.NOTES:AUTO ON: 50% OUTPUTAUTO OFF: AFTER 30 MIN - NO OCCUPANCYPUSH BUTTON: ON @ 100%, OFFSWITCHED LIGHTING CIRCUITLIGHTTO REMAINING LIGHT FIXTURES INCONTROL ZONETYPICAL LIGHT FIXTUREWALL MOUNTED DUAL-TECH OCCUPANCY SENSORSWITCH WITH 0-10V DIMMING CONTROL ANDMANUAL ON/OFF PUSH BUTTON.UNSWITCHED LIGHTING POWER CIRCUIT1.2.3.NOTES:AUTO ON: 50% OUTPUTAUTO OFF: AFTER 30 MIN - NO OCCUPANCYPUSH BUTTON: ON @ 100%, OFFSWITCHED AND 0-10V CONTROLLIGHTING CIRCUITS1.2.3.NOTES:THE ABOVE DETAIL IS SCALABLE FOR NUMBER OF CONTROL ZONESAS INDICATED ON THE FLOOR PLAN. CONTRACTOR SHALL APPLY THEDESIGN INTENT INDICATED ABOVE AS APPLICABLE. PROVIDE ALLCOMPONENTS AS REQUIRED TO MATCH THE DESIGN INTENT.CONTROL ZONES MAY INCLUDE 0-10V DIMMING VIA PROGRAMMING,DIGITAL SWITCH OR DAYLIGHT SENSOR CONTROL. WHEREAPPLICABLE, PROVIDE 'EM' FIXTURES WITH 0-10V DIMMING.CONTRACTOR TO PROVIDE CONTROL WIRING FROM LCP TO FIXTURESAS REQUIRED. REFER TO LCP/ELCP SCHEDULES FOR DIMMINGDETAILS BY ZONE.PROVIDE CAT 5E NETWORK TO ALL DIGITAL SWITCHES, OCCUPANCYSENSORS, AND DAYLIGHT SENSORS AND TERMINATE ATLCP-1/ELCP-1. NO SWITCHES OR DEVICE CAPABLE OF BREAKINGCIRCUIT SHALL BE INSTALLED ON THE LOAD SIDE OF LIGHTINGCONTROL PANELS.NORMAL POWERPANELLCP-1RXRYDAYLIGHTSENSOROCCUPANCYSENSOR INPUTDIGITAL SWITCHINPUTOSPREFER TO FLOOR PLANS FOR OCCUPANCY SENSOR DESIGNATION.ANY (1) OCCUPANCY SENSOR WITHIN THE ZONE SHALL TURN ON ALLFIXTURES WITHIN THE ZONE.PHOTOCELL TO BE MOUNTED ON ROOF. COORDINATE FINALLOCATION IN THE FIELD. PROVIDE CONDUIT STUB-UP / PIPE BOOTAND WIRING BACK TO LCP-1, AS INDICATED.LIGHTRXLIGHTRY0-10V CONTROLMANUAL OVERRIDE SWITCH AS APPLICABLELC#1LC#2LC#3LC#4http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011PERMIT SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317 SDDSDDSDDElectrical Roof PlanE201ELECTRICAL ROOF PLANSCALE: 3/16" = 1'-0"Nhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011PERMIT SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317 Electrical Riser DiagramsE600http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317ELECTRICAL ROOM2E-600NEW RISER DIAGRAMScale: NTSFIN. GRADENOTE: REFER TO PLANSFOR EXACT LOCATIONSAND QUANTITIES.120/208V3PH, 4WNEW MAINSWITCHBOARD'MDP'600 AMP (MCB)MNEW 200ADISC.NEWSUBMETERMNEWCTCABINETN3RNEWMETEREXISTINGGND.CW PIPE,FOUNDATIONSTRUCTURALSTEEL1-3/0 AWG(G)-1"C TO (3) 3/ 4" DIAX10FT LONG CU CLAD STEELGROUND RODS SPACED 6FT OCMAINGROUND BAR1-1/2" RGSEMPTYCONDUIT WITHPULL STRINGSNEW (4) 3/O AWG(CU) IN 2"CEXISTING TO REMAIN'FPL' PAD MOUNTEDUTILITYTRANSFORMERELECTRICAL ROOMEXTERIOR1E-600EXISTING/DEMO RISER DIAGRAMScale: NTSFIN. GRADENOTE: REFER TO PLANSFOR EXACT LOCATIONSAND QUANTITIES.120/208V3PH, 4WEXISTING MAINSWITCHBOARD'MDP'1200 AMPEXISTING MAINSWITCHBOARD'MDP'EXISTING MAINSWITCHBOARD'MDP'1200 AMP1200 AMP120/208V3PH, 4W120/208V3PH, 4WNEW CAFEEXISTINGGND.CW PIPE,FOUNDATIONSTRUCTURALSTEEL1-3/0 AWG(G)-1"C TO (3) 3/ 4" DIAX10FT LONG CU CLAD STEELGROUND RODS SPACED 6FT OCMAINGROUND BAREXTERIORNEW (2) SETS (4)500KCMIL (CU) IN 3"CONDUITNEW (2) SETS (4)350KCMIL (CU) & #3/0(CU) GND IN 3"CONDUIT120/208V3PH, 4W120/208V3PH, 4W120/208V3PH, 4WCAFE PANEL PANEL 'A'225APANEL 'B'225AATS-SBLNEM600 AMP3-POLENEW 600ADISC.200KW GENERATORNATURAL GASLEVEL 1TYPE 10CLASS X208Y/120V,3PH,4W600 AMPLSISHUNT-TRIPSYMBOL LEGENDDEMOEXISTING TO REMAINNEW EQUIPMENTNEW (4) #4/0 (CU)  (CU) GND IN 2 1/2"CONDUITNEW (2) SETS (4)350KCMIL (CU) /0 (CU) GND IN 3"CONDUITNEW 2" RGSEMPTY CONDUITWITH PULL STRINGSFOR FUTURE PANELNEW 2 SETS OF (4)350 KCMILS (CU) /0 (CU) GND INEACH IN 3"CONDUITNEW (2) SETS (4)500KCMIL (CU) IN 3"CONDUIT PANEL 'C'225A120/208V3PH, 4WGEN PANEL80A MCBNEW (4) #4 (CU) & #8(CU) GND IN 2" PVCSCHEDULE 40CONDUIT208Y/120VEXISTING TO REMAIN'FPL' PAD MOUNTEDUTILITYTRANSFORMER208Y/120V Fire Alarm Riser DiagramE601http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317NEW FACP120VTWO(2) DEDICATED PHONELINES TO CONTROL STATIONSSSSINITIATION DEVICESSEE PLANS FOR LOCATIONAND QUANTITIESNOTIFICATION DEVICESSEE PLANS FOR LOCATIONAND QUANTITIESDDFTSFSGROUND1E-601FIRE ALARM RISER DIAGRAMScale: NTSFIRE ALARM SYSTEM NOTES:FFACPADDRESSABLE HEAT DETECTORADDRESSABLE PHOTOELECTRIC SMOKE FIRE ALARM CONTROL PANELFIRE ALARM SYMBOLS& ABBREVIATIONSELEVATOR RECALLRCPOST INDICATOR VALVEPIVADDRESSABLE MANUAL PULL STATION DETECTORADDRESSABLE DUCT DETECTORRREMOTE ALARM/TEST SWITCHTSFSTAMPER SWITCH (F.B.O.)FLOW SWITCH (F.B.O.)SPEAKER/STROBE DEVICESTROBE LIGHTRRELAYTMMONITOR MODULEFAAPFIRE ALARM ANNUNCIATOR PANELPS1FIRE ALARM POWER SUPPLY 1PS2FIRE ALARM POWER SUPPLY 2GENREMOTE GENERATOR PANELSSSURGE SUPPRESSION1.GENERAL ALARM ACTIVATION OF ALL PROGRAMMED SIGNAL CIRCUITS.2.LIGHT THE ASSOCIATED INDICATORS CORRESPONDING TO ACTIVE SIGNAL CIRCUITS.3.A GENERAL ALARM SHALL BE ANNUNICATED UPON ACTIVATION OF ANY PULL STATION, FLOW SWITCH & DETECTIONDEVICE. A TROUBLE SIGNAL SHALL BE ANNUNICATED UPON FAILURE OR REMOVAL OF A DETECTION OR MANUAL DEVICE. ASUPERVISORY SIGNAL SHALL ANNUNCIATE ANY TAMPER, HVAC, OR DUCT DETECTOR ACTIVATION.4.WATERFLOW SWITCH SHALL ACTIVATE GENERAL ALARM. A VALVE TAMPER SWITCH SHALL CAUSE A SYSTEM SUPERVISORYALARM INDICATION.5.ANNUNCIATION OF THE ACTIVE DEVICE AT THE FIRE ALARM CONTROL PANEL AND ANY ANNUCIATORS, IN MONITOREDBUILDING, SEND A SIGNAL TO THE U.L. CENTRAL STATION FOR ALARM, TROUBLE, WATERFLOW AND SUPERVISORYCONDITIONS.6.ACTIVATION OF ANY DUCT SMOKE DETECTORS SHALL INITIATE A SUPERVISORY CONDITION AT THE FIRE ALARM CONTROLPANEL. AN AUDIBLE SUPERVISORY TONE SHALL SOUND AT THE FIRE ALARM CONTROL PANEL AND THE SUPERVISORYLOCATION SHALL BE DISPLAYED AT THE CONTROL PANEL AND ANY REMOTE ANNUNCIATORS. THE SUPERVISORY SIGNALSHALL SHUTDOWN ALL ASSOCIATED HVAC UNITS IN THAT ZONE. THE SUPERVISORY CONDITION SHALL BE REPORTED TO AREMOTE SUPERVISORY STATION BY WAY OF AN APPROVED COMMUNICATOR FOR THE PURPOSES OF NOTIFICATION ANDACTION. GENERAL NOTES:1.SYSTEM SHALL BE ADDRESSABLE AND POWER LIMITED DESIGN, 24VDC.2.INITIATION CKTS WIRING SHALL BE #18 UNSHIELDED. TWISTED PAIR NOTIFICATION CIRCUITS WIRING SHALL BE #16THWN MIN. ALL WIRING TO BE IN FINAL COMPLIANCE WITH SUBMITTED AND APPROVED FIRE ALARM SHOPDRAWINGS. CONTRACTOR TO ADJUST CABLE TYPES AND SIZES AS REQUIRED.3.ALL FIRE STOP PENETRATIONS SHALL BE MADE WITH APPROVED N.E.C. ELECTRICAL TUBING AND SHALL BESEALED WITH U.L. APPROVE FIRE STOP MATERIAL.4.CONDUIT SHALL BE A MINIMUM OF 1/2" AND 40% FILL MAXIMUM.5.SMOKE DETECTOR SHALL NOT E LOCATED WITHIN 3' OF SUPPLY AIR OUTLETS.6.NOTIFICATION HORNS SHALL HAVE SOUND AT LEAST 15 dB ABOVE AVERAGE SOUND LEVEL OR 5 dB ABOVE THEMAXIMUM SOUND LEVEL HAVING A DURATION OF AT LEAST 60 SECONDS MEASURED 5 FEET ABOVE FLOOR IN ALLOCCUPIED AREAS & STORAGE AREAS. THE CONTRACTOR SHALL CERTIFY THE dBA LEVEL WITH AN APPROVEDdBA METER PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.7.ALL FIRE ALARM DEVICES WHERE APPLICABLE SHALL HAVE A WHITE FINISH UNLESS OTHERWISE NOTED.8.FIRE ALARM PANEL SHALL HAVE 30% SPARE CAPACITY.9.A COMPLETE FIRE ALARM SYSTEM FOR THE FIRE STATION SHALL BE PROVIDED AS REQUIRED TO MEET LOCALCODES. THE FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED BY A LICENSED FIRE ALARM SYSTEMCOMPANY AND SHALL HAVE THE LOCAL FIRE MARSHALL APPROVAL.10.ALL FIRE ALARM SYSTEM WIRING SHALL BE INSTALLED IN CONDUIT.11.PROVIDE SURGE PROTECTION AT ALL FIRE ALARM CIRCUITS EXTENDING BEYOND THE BUILDING PER NFPA 70ARTICLE 760.32.A.THE SCOPE OF THE FIRE ALARM SYSTEM INCLUDES THE FURNISHING, INSTALLATION CONNECTION AND TESTING OF AMICROPROCESSOR CONTROLLED, INTELLIGENT REPORTING FIRE ALARM SYSTEM. IT SHALL INCLUDE, BUT NOT BE LIMITED TO,ALARM INITIATING DEVICES, ALARM NOTIFICATION APPLIANCES, FIRE ALARM CONTROL PANEL (FACP), AUXILIARY CONTROLDEVICES, AND WIRING FOR A COMPLETE, OPERATIVE, COORDINATED SYSTEM.B.THE FIRE ALARM SYSTEM SHALL COMPLY WITH REQUIREMENTS OF THE LATEST ADOPTED EDITION OF NFPA STANDARD 72 FORPROTECTED PREMISES SIGNALING SYSTEMS AND FLORIDA FIRE PREVENTION CODE. THE SYSTEM SHALL BE ELECTRICALLYSUPERVISED AND MONITOR THE INTEGRITY OF ALL CONDUCTORS.C.THE FACILITY SHALL HAVE A NOTIFIER FIRE ALARM SYSTEM OR APPROVED EQUAL.D.THE FIRE ALARM SYSTEM COMPONENTS SHALL BE MANUFACTURED BY AN ISO 9001 CERTIFIED COMPANY AND MEET THEREQUIREMENTS OF BS EN9001: ANSI/ASQC Q9001-1994. EQUIPMENT CONSTRUCTED AND INSTALLED IN CONFORMITY WITH THISCODE SHALL BE LISTED FOR THE PURPOSE FOR WHICH IT IS USED (NFPA 72 SECTION 10.3.1 EQUIPMENT). MANUFACTURE SHALLPROVIDE THREE YEARS WARRANTY ON ALL FIRE ALARM EQUIPMENTS. FIRE ALARM CONTRACTOR SHALL HAVE BEEN IN BUSINESSFOR AT LEAST 5 YEARS.E.PROVIDE REMOTE TEST SWITCH AT EACH DUCT SMOKE DETECTOR. COORDINATE FINAL LOCATION IN THE FIELD.F.FIRE ALARM SEQUENCE OF OPERATION: ACTUATION OF ANY MANUAL STATION, SMOKE DETECTOR, HEAT DETECTOR ORDETECTION OF FIRE SPRINKLER WATERFLOW SHALL CAUSE THE FOLLOWING OPERATIONS TO OCCUR:DDFIRE ALARM NOTES:FIRE ALARM GENERAL NOTESCAFE TENANT1.FOR QUANTITY AND LOCATION OF FIRE ALARM DEVICES REFER TOFLOOR PLANS.2.ALL STROBE LIGHT SHALL BE 75 CANDELA UNLESS OTHERWISE NOTEDIN FLOOR PLAN.3.PROTECTIVE COVERS: PROVIDE AND INSTALL NRTL LISTED CLEARPOLYCARBONATE PROTECTIVE COVERS FOR ALL SMOKE DETECTORSBELOW 8'-6" AFF, AND ALL PULL STATIONS, STROBES, HORNS ANDHORN/STROBES EXCEPT THOSE LOCATED WITHIN ADMINISTRATIVE /STUDENT SERVICES STAFF OFFICES, UTILITY ROOMS AND STAFFRESTROOMS.4.IF FIRE ALARM SYSTEM IS INTERRUPTED FOR MORE THAN FOUR HOURS.A FIRE WATCH MUST BE PROVIDED.DDINITIATION DEVICES ON RTU'SSEE PLANS FOR LOCATIONAND QUANTITIESNOTIFICATION DEVICESSEE PLANS FOR LOCATIONAND QUANTITIESDDDDINITIATION DEVICES ON RTU'SSEE PLANS FOR LOCATIONAND QUANTITIESINITIATION DEVICESSEE PLANS FOR LOCATIONAND QUANTITIESFFAAPFAAP1.ALL FIRE ALARM DEVICES SHALL BE NEW AS NOTED.2.THE BATTERY BACK UP FOR ALARM AND SUPERVISORY FUNCTIONS SHALL BEBE ADEQUATE TO PROVIDE POWER AS REQUIRED BY CODE.3.THE FIRE ALARM CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORDFOR REVIEW AND APPROVAL PRIOR TO SUBMITTAL TO BCC, SIGNED ANDSEALED SHOP DRAWINGS AND CALCULATIONS BY A LICENSED FLORIDAPROFESSIONAL ENGINEER FOR FIRE ALARM SYSTEM.4.CONTRACTOR SHALL NOTIFY TO THE OWNER OR OWNERS REPRESENTATIVEAND A/E OF ANY EXISTING ALARM, SUPERVISORY OR TROUBLE CONDITION INTHE ALARM PANEL PRIOR TO COMMENCING WORK ON THE FIRE ALARM SYSTEM.ALARM PANEL SHALL BE CLEARED OF ALL TROUBLES BEFORE COMMENCINGWORK.5.UPON COMPLETION OF THE FIRE ALARM SYSTEM THE CONTRACTOR SHALLHAVE THE COMPLETE FIRE ALARM SYSTEM CERTIFIED.6.CAFE TENANT DEVICES AS SHOWN ON FLOOR PLAN AND RISER WILL BE FEDFROM SEPARATE NOTIFICATION APPLIANCE CIRCUITS AND SLC CIRCUITS ASINDICATED ON THIS RISER.7.ALL FIRE ALARM CIRCUITS SHALL BE PROVIDED WITH 2HR CIRCUIT INTEGRITYCABLE FOR 2HR FIRE RATING MEETING LEVEL 2 PATHWAY SURVIVABILITY INACCORDANCE WITH NFPA 72 FOR PARTIAL EVACUATION.8.INITIATION DEVICES IN THE CAFE SHALL ONLY ACTIVATE NOTIFICATIONAPPLIANCES IN THE CAFE, AND VICE VERSA FOR THE BUILDING DEPARTMENT.BUILDINGDEPARTMENTTENANT Low Voltage Riser DiagramE602http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317NEW IT RACKSWITCHNEW IT ROOMOFFICEWAPCEILINGEXTERIOR SITETYPICAL DATA OUTLET( 1 ) 1" C WITH PULLLSTRING (TYP.)1E-602DATA/TELEPHONE SYSTEM RISER DIAGRAMScale: NTSDATABACKBOARDTELEPHONEBACKBOARDNOTE: REFER TO PLANSFOR EXACT LOCATIONSAND QUANTITIES.PBB#6 GND. TOELECTRICALSERVICEGROUND BUSBAR#6 BONDINGJUMPER TO I.T.RACKGENERAL NOTES:TYPICAL CONFIGURATION OFCONDUITS SERVING LOW VOLTAGEDEVICES AS SHOWN.THIS FACILITY IS PROVIDED WITH ARAISED FLOOR SYSTEM WHERE ALLPOWER AND DATA CABLING SHALLBE ROUTED IN A CONCEALEDMANNER TO FURTHEST EXTENTPOSSIBLE.ALL LOW VOLTAGE CABLINGROUTED THROUGH RAISED FLOORASSEMBLY SHALL BE KEPT MIN. 12"SEPARATED FROM ANY POWERBRANCH CIRCUIT WIRING.24" x 36" x 24" POLYMERCONCRETE HANDHOLE ATPROPERTY LINE. COORDINATEFINAL LOCATION WITH INTERNETSERVICE PROVIDER.(2) 3" CELEC. ROOM(2) 3" C ELECTRICAL PANEL SCHEDULESE700http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317 ELECTRICAL PANEL SCHEDULESE701http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t sNOVEMBER 25, 2024CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BID SETBUILDING DEPARTMENT RELOCATION TO ANNEX THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ALEX ROBINSON ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317GENERATOR SPECIFICATIONSOne (1) New MTU/Rolls-Royce engine-generator set Model GS200 by FDDA (954) 868-0642·Emergency Standby Rating: 200 ekW·System Voltage: 120/208 VAC, 3 Phase, 4 Wire, 60 Hz, 0.8 PF·Engine: 1800 RPM Natural Gas·UL Listing: UL2200 Certified·US EPA Certified: Stationary Emergency·ISO 8528 Load Factor: 85%·UL Listed Digital Engine-Generator ControlleroNFPA110 Level 1 CompliantoOvercurrent ProtectionoProgrammable Logic ControlsoProgrammable Load Shedding ControlsoModbus Communication·Class H insulation alternator with a max. 105°C temperature rise above 40°C ambientoPermanent Magnet Exciter and 0.25% Digital Voltage RegulationoAlternator Strip Heater, 120V·Breaker #1: 600A, 3 P, 100% rated, LSI Trip, Shunt Trip, Aux. Contacts·Flexible Fuel Line·Dry Fuel Strainer·Low Fuel Pressure Switch Wired To Genset Controller·Unit Mounted Radiator (min. 122°F Ambient) with Duct Flange and Low Level Switch·Heavy Duty Engine Lead-Acid Batteries Mounted on Racks Installed on Genset Rails·Battery Charger, 10A DC Output, with NFPA110 alarms, Installed on Genset·Engine Block Heater with Thermostat, 1Ph, 208V·NFPA110 Level 1 Engine-Generator Remote Annunciator·Remote Emergency Stop Break-glass Station·Integral Vibration Isolators·Lube Oil & Coolant in Engine·Standard 0.8 Power Factor Certified Factory Test·Two (2) Hard Copy O&M Manuals and One Digital Copy·Pre-Startup Field Visit and Safety Checklist by Factory Certified Technician·Field Startup per NFPA110 Installation Acceptance and by Factory Certified Technician·Sound Attenuated Level II Weather Protective Enclosureo.08 Aluminum ConstructionoSound Attenuation: 20-25dba Reduction At 23', Avg Of 8 Readings, Free FieldEnvironmentoHinged DooroStainless Steel Door Hardware (Pad-Lockable)oStainless Steel Door RestraintoExternal Intake HoodoExternal Discharge HoodoLine Enclosure W/2" Acoustical FoamoPaint Color Selection To Be DeterminedoExtend Fumes Disposal To Exterior Of EnclosureoExtend Oil & Coolant Drains To Exterior (Generator Set To Be Supplied W/Valves)oFlorida Building Code Ultimate Design Wind Speed 186 MPH, Florida P.E. CertifiedoMiami-Dade NOA Approved For Small & Large Missile ImpactoFlorida Building Code High Velocity Hurricane Zone (HVHZ) Missile Impact RatedoGenerator Set & Enclosure Mounting Frameo4" I-Beam Generator Set SupportoRubber Isolation Pads Between Genset And Lift BaseoDiamond Plate Top Covero3/4" Gusset Lift ProvisionoExtra Fitting W/Plug (1" NPT) Oil And Coolant DrainsoInternally Mounted Silencer (Critical Grade Or Better) With Rain Collar, Elbow And RainCapo100 Amp Main 3 Phase Load Center§All Generator Set Accessories With AC Voltage Shall Be Wired To Load Center§Interior Led Lights W/Adjustable Timer§(2) Convenience 120v GFCI Receptacle·Manufacturer's Warranty Performed by Factory Authorized Distributor: Parts & Labor2-Years .32cm [1/8"].95cm [3/8" ]2.54cm [1"]SIZE PER NFPA. HANGER ROD DIAMETER HANGER SPACING PENETRATING FLOOR.A HANGER.3. PROVIDE PIPE CLAMP AT EACH FLOOR FOR A RISERS 2. ALL PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH THAN ONE HANGER. ARMOVERS EXCEEDING 1 FT. SHALL HAVE NFPA-13. EACH SECTION OF PIPE SHALL HAVE NO LESS1. STEEL PIPE: MAXIMUM 12 FT. SPACING. SHALL BE THE DIAMETER APPROVED FORUSE WITH THE HANGER ASSEMBLY..63cm [1/4"].32cm [1/8"].32cm [1/8"].63cm [1/4"].63cm [1/4"].95cm [3/8" ].95cm [3/8" ].95cm [3/8" ].95cm [3/8" ].95cm [3/8" ]5.08cm [2"]6.35cm [2 1/2"]7.62cm [3"]3.81cm [1 1/2"]3.17cm [1 1/4"]NOTE:HANGER ROD DIAMETER IS THE MINIMUMMINIMUM DIA."A" DIMENSION, "B" (INCHES)CENTER I-BEAM CLAMPSWIVEL RING HANGERADJUSTIBLEOR"A" DIMENSION, MINIMUM DIA.HANGERSIDE BEAM ATTACHMENTSIDE BEAM ADJUSTABLEBAPIPE SIZE.95cm [3/8"].63cm [1/4"]10.16cm [4"]1.58cm [5/8"]1.27cm [1/2"]1.27cm [1/2"]1.58cm [5/8"].63cm [1/4"].63cm [1/4"].63cm [1/4"].63cm [1/4"]25.4cm [10"]30.48cm [12"]20.32cm [8"]15.24cm [6"]LENGTHSIZE, CUT TOTHREADED RODMINIMUN DIA.(INCHES)"A" DIMENSION, WEDGE ANCHORTOP BEAM CLAMP ABPIPE SIZESELF DRILLING CONCRETE SHEET #FIRE PROTECTION GENERAL NOTESDRAWING LISTFP001FIRE PROTECTION DEMOLITION FLOOR PLANFPD100FP101FIRE PROTECTION FLOOR PLAN ANNULAR SPACE.5/16" MAXIMUMOR CONDUIT.STEEL PIPEMAX. 12" DIA.WALLBOARD 2 HOUR GYPSUMWOOD OR CP 25 CAULK.3M FIRE BARRIERANNULAR SPACE.1-3/8" MAXIMUMMETAL PIPEOR CONDUIT.CP 25WB CAULK.1" DEPTH3M FIRE BARRIERMATERIAL1" MINERAL WOOL PACKINGUL CLASSIFEDSOLID CONCRETE ORBLOCK WALLFROM BACK FLOW PREVENTERWATER FLOW SWITCHCONNECTION 2'-0" ABOVE GRADE.TO FIRE DEPARTMENT SIAMESE3" FLANGE CONN.3" BUTTERFLY VALVE W/TAMPER SWITCH0-300 PSI, PRESSURE GUAGE, 1/4" MINPIPE3" TRANSITION GASKETTHRUST BLOCK3" SCH 40 BLACK STEEL2"" DRAIN LINE2" DRAIN VALVE3" 90° ELBOWCOVER MIN 2'-6"PIPING3" UNDERGROUNDPROVIDE SUPPORT FOR RISER AS PER NFPA 13TO BUILDING3" SUPPLYON OUTSIDE WALL.ELECTRIC BELL MOUNTEDADD WEATHER PROOFSTROBE NEXT TO BELLSEE FIRE ALARM PLANSFOR LOCATIONTO ELECTRICBELLSCALE: N.T.S.FIRE SPRINKER RISER DIAGRAM2SCALE: N.T.S.CONCRETE BLOCK WALL3DIA. METAL PIPE/CONDUIT THROUGH APENETRATION FIRESTOP FOR 6" MAX.SCALE: N.T.S.WALLBOARD ASSEMBLY4DIA. METAL PIPE THROUGH A GYPSUMPENETRATION FIRESTOP FOR 12" MAX. 1HANGER DETAILSSCALE: N.T.S.ASSEMBLY.STEEL STUD.HAZARD CATEGORYFIRE SPRINKLERAREA OF COVERAGETOTAL HOSEALLOWANCEDESIGN DEMAND(GPM/SQ. FT.) / SQ. FT.LH225 SQ. FT.100 GPM0.10 / 1,500LIGHT HAZARDOH1OH2ORDINARY HAZARD GROUP 1ORDINARY HAZARD GROUP 2130 SQ. FT.250 GPM0.15 / 1,500130 SQ. FT.250 GPM0.20 / 1,500RISER NIPPLEMANUFACTURERDOWNCALCULATIONSABBREVIATIONPOUNDS PER SQUARE INCHCALCULATEDSQUARE FEETSQUARE FEETFIRE DEPARTMENT CONNECTIONMINIMUMBACKFLOW PREVENTORDESCRIPTIONSQ. FT.SFFDCMINCALRNPSIMFGRDNBFPCALCSGALVNTSGALVANIZEDNOT TO SCALETAMPER SWITCHFLOW SWITCHFL.SW.TSHIGH TEMPERATURE UPRIGHT SPRINKLER HEAD212°NODE POINTS FOR HYDRAULIC CALCS.XFL.SW.F.S.FLOW SWITCHFIRE SIAMESE212°FFDCOS&YINTERMEDIATE TEMPERATURE SIDEWALL SPRINKLERHIGH TEMPERATURE PENDENT SPRINKLER HEADPENDENT SPRINKLER HEADFIRE MAINFIRE DEPARTMENT CONNECTION.OUTSIDE SCREW AND YOKE GATE VALVEUPRIGHT SPRINKLER HEADLOCATIONSWITHOUT CEILINGS & HEADSWHITE PAINTEDQUICK RESPONSEK=5.61/2"EXPOSED TO WEATHER212°F/100°C212°F/100°CEXPOSED TO WEATHERRECESSED PENDENT HEAD1/2"K=5.6WAX COATEDQUICK RESPONSEWHITE PAINTEDWITH CEILINGS & HEADSLOCATIONSEXPOSED CEILINGSWITH CEILINGSALL LOCATIONSNATURAL BRASSWHITE PAINTEDUPRIGHT HEAD135°F/57°C1/2"K=5.6QUICK RESPONSESTANDARD COVERAGEUPRIGHT (SIN: C3101-BV-QR UP) OR APPROVED EQUALCENTRAL MODEL BV-QRMODEL ID. NO. (TY3531) OR APPROVED EQUALCENTRAL-SERIES RFII-"ROYAL FLUSH II" QUICK RESPONSESTANDARD COVERAGEK=5.61/2"135°F/57°CCONCEALED PENDENT HEADUPRIGHT HEADWAX COATEDCENTRAL/TYCO OR APPROVED EQUAL CENTRAL/TYCO UPRIGHT (SIN: C3101-BV-QR UP) OR APPROVED EQUALSIDEWALL SPRINKLER HEAD212°F/100°CRECESSED PENDENT HEAD1/2"K=5.6QUICK RESPONSEWHITE PAINTEDWITH CEILINGS & HEADSLOCATIONSCENTRAL/TYCO OR APPROVED EQUAL IN NON-AIR-CONDITIONED SPACEWHITE PAINTEDCENTRAL/TYCO OR APPROVED EQUAL QUICK RESPONSESIDEWALL HEAD212°F/100°CK=5.61/2"PIPE RISE UPPIPE TURN DOWNCONNECT NEW PIPE TO EXISTING PIPE2.THE CONTRACTOR SHALL PROVIDE A COMPLETE FIRE SPRINKLER SYSTEM LAYOUT (INCLUDING PIPING, SPRINKLERS,HANGERS; LOCATION OF CONTROL VALVES, RISER, FDC, DDCV, PIPE SIZES, ETC.), HYDRAULIC CALCULATIONS IN ACCORDANCE WITH NFPA 13, PRODUCT DATA SHEETS OF ALL PRODUCT TO BE USED FOR THE INSTALLATION OF THEFIRE SPRINKLER SYSTEM. SIGNED AND SEALED FIRE SHOP DRAWINGS SHALL BE PREPARED BY AN ENGINEER LICENSEDIN THE STATE OF FLORIDA AND REGISTERED UNDER CHAPTER 471 OF THE FLORIDA STATUTES WHO SHALL BE THE ENGINEER OF RECORD. THE SHOP DRAWINGS PREPARED BY THE ENGINEER OF RECORD WILL SERVE AS A GUIDE FOR THE FABRICATION AND INSTALLATION OF THE FIRE SPRINKLER SYSTEM.3.THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND INSTALL A COMPLETE WORKING SYSTEM IN ACCORDANCEWITH NFPA 13, ALL APPLICABLE LOCAL CODES AND THE AUTHORITY HAVING JURISDICTION.4.IT IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO COORDINATE THE LOCATION OF ALL FIRE SPRINKLERSWITH REGARD TO BEAMS, MECHANICAL DUCTS & OTHER SIMILAR OBSTRUCTIONS TO THE FIRE SPRINKLERS DISCHARGE.ARCHITECTURAL, STRUCTURAL AND CIVIL ENGINEER PLANS SHALL BE OBTAINED TO PROPERLY SPACE THE FIRESPRINKLERS, PIPE ROUTING, LOCATION OF RISER AND ZONE CONTROL VALVE ASSEMBLIES.5.THE FIRE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A FIRE HYDRANT FLOW TEST NOT MORE THAN 6 MONTHSOLD TO PERFORM HYDRAULIC CALCULATIONS FOR APPROVALA. - SCH. 40 FOR 1" THRU 2" WITH SCREWED ENDSFITTING: STANDARDS. JOINTS: SCREWED, ROLL GROOVED. - THREADED: ANSI/ASME B1.20.1 FOR 2" AND SMALLER.TO PERFORM HYDRAULIC CALCULATIONS.11.13.2. 4. 5. 6.7. 9.10.12.3. 8.1. CODES AND ORDINANCES.DRAWINGS AND LISTED HEREIN.BE ARRANGED TO FACILITATE FLUSHING.FIRE PROTECTION PIPING:SHELVES OR CABINETS.FEET IN WIDTH.EQUIPMENT AND DEVICES INSTALLED.CODE SECTION 61G15-32.003 AND 61G15-32.004.17.STEEL PIPE (ABOVE GRADE): ASTM A53, ASTM A135 OR ASTM A795, UL LISTED, 300 PSIG WP, FM APPROVED FOR FIRE PROTECTION BLACK STEEL PIPE. EXTERIOR INSTALLED PIPING EXPOSED TO WEATHER SHALL BE SCH. 40 BLACK STEEL PAINTED - SCH. 10 FOR 2-1/2" AND LARGER WELDED OR GROOVED ENDS - THREADED: ANSI/ASME B16.4, CLASS 250 CAST IRON. - GROOVED: ASTM A536, DUCTILE IRON OR ASTM A47, MALLEABLE IRON APPROVED FOR USE BY THE COUPLING MANUFACTURER WITH LOW FLOW CHARACTERISTICS EQUAL TO OR BETTER THAN STANDARD FITTINGS, MIN. 300 PSIG WP. GROOVED FITTINGS TO BE VICTAULIC TYPE OR APPROVED EQUAL - MECHANICAL GROOVED COUPLING: UL LISTED, FM APPROVED FOR FIRE PROTECTION SERVICE, MIN. 300 PSIG WP, DUCTILE OR MALLEABLE IRON HOUSING, RUST INHIBITED NO-LEAD COATING, ZINC ELECTROPLATED HEAT TREATED BOLTS AND HEAVY HEX CARBON STEEL NUTS MEETING ASTM A183 - GROOVED: FOR 2-1/2" AND LARGER. GROOVE DIMENSIONS TO BE COMPATIBLE WITH LISTING OF COUPLING/FITTINGS USED AND OF THE SAME MANUFACTURER.THE FIRE PROTECTION SYSTEM INSTALLATION AND MATERIALS SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, NFPA 13, 25, 70, 72, 101 AND ALL LOCAL FIRE SPRINKLER SYSTEM TO BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION CONTRACTOR. THE WORK THAT IS TO BE DONE UNDER THIS CONTRACT INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS AND EQUIPMENT, PERMITS, FEES, INSPECTIONS, TESTS, INSURANCE, ETC. REQUIRED FOR THE COMPLETION OF THE FIRE PROTECTION SYSTEM SHOWN ON THE THE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY BEND, OFFSET OR OTHER FITTINGS WHICH MAY BE REQUIRED FOR THE INSTALLATION IN THE SPACE ALLOCATED, OR FOR COORDINATION WITH OTHER TRADES. CONTRACTOR SHALL COORDINATE WITH STRUCTURE, CEILING GRID AND ELEVATION, AND OTHER MECHANICAL, ELECTRICAL AND PLUMBING SERVICES BEFORE FABRICATING AND INSTALLING SPRINKLER PIPING. MAKE OFFSETS IN PIPING AS REQUIRED PER FIELD CONDITIONS. MAINTAIN 6" CLEARANCE BETWEEN PIPING AND 1 AND 2 HOUR RATED WALLS INCLUDING CORRIDOR WALLS.ALL FIRE PROTECTION EQUIPMENT AND DEVICES SHALL BE U.L. LISTED AND/OR FM APPROVED. ALL PIPING, HANGERS, SUPPORT METHOD AND SPRINKLER HEADS TO BE INSTALLED IN STRICT ACCORDANCE WITH NFPA 13 AND ALL LOCAL CODES AND ORDINANCES.SPRINKLER HEADS SHALL BE U.L. LISTED AND FM APPROVED AS INDICATED IN SCHEDULE RATED FOR 175 PSI WORKING PRESSURE, AND PROVIDED IN ACCORDANCE WITH SCHEDULE SHOWN ON THIS SHEET OR APPROVED EQUAL FROM ANOTHER MANUFACTURER. PROVIDE HEAD GUARDS ON SPRINKLERS LOCATED IN MECHANICAL AND ELECTRICAL ROOMS. CONTRACTOR SHALL PROVIDE A WALL-MOUNTED SPRINKLER HEAD CABINET CONTAINING SPARE SPRINKLER HEADS AND WRENCHES FOR REPLACING THE HEADS IN ACCORDANCE WITH NFPA 13. PROVIDE AUXILIARY DRAIN CONNECTION FOR ALL TRAPPED SECTION OF PIPING. PROVIDE CONCRETE SPLASHBLOCKS AT TEST/DRAINS EXTERIOR DISCHARGES AS REQUIRED. CONTRACTOR SHALL PROVIDE FLUSHING CONNECTIONS AS REQUIRED. READILY REMOVABLE FITTINGS SHALL BE PROVIDED AT THE END OF ALL CROSSMAINS. ALL CROSSMAINS SHALL TERMINATE IN 1-1/4" OR LARGER PIPE. ALL BRANCH LINES ON GRIDDED SYSTEMS SHALL SPRINKLER HEADS SHALL BE A MINIMUM OF 18" ABOVE ANY FLOOR OBSTRUCTION, CONTRACTOR SHALL INSTALL SPRINKLERS UNDER DUCTS & OTHER OBSTRUCTIONS OVER 4 ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY CORP.- CTC PR-855 0R 3M, CP-25 CAULKING OR 303 PUTTY, TO ACHIEVE SAME RATING AS WALLS OR FLOORS.PRESSURE TEST ABOVE GROUND PIPING HYDROSTATICALLY AT 200 PSIG FOR 2 HOURS IN ACCORDANCE WITH NFPA-13. FLUSH OUT ALL PIPING IN ACCORDANCE WITH NFPA-13. PROVIDE TYPED AND COMPLETED NFPA-13 TEST CERTIFICATE FOR ABOVEGROUND PIPING. ALL WATERFLOW AND SUPERVISORY SWITCHES SHALL BE TESTEDFOR PROPER OPERATION AND ANNUNCIATION. FURNISH TO OWNER'S REPRESENTATIVE ALLLITERATURE AND INSTRUCTIONS FOR THE PROPER OPERATION AND MAINTENANCE OF ANY CONTRACTOR SHALL PROVIDE FIRE SPRINKLER SHOP DRAWINGS, CUT SHEETS FOR ALL COMPONENTS AND HYDRAULIC CALCULATIONS TO BUILDING DEPARTMENT FOR APPROVAL PRIOR INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE TO REQUEST A FLOW TESTFIRE SPRINKLER SYSTEM SHOP DRAWINGS SHALL COMPLY WITH THE FLORIDA ADMINISTRATIVE 14.15.16.ALL VALVES CONTROLLING WATER SUPPLY SHALL BE PROVIDED WITH A SUPERVISORY (TAMPER) SWITCH. SUPERVISORY SWITCH SHALL BE 120 VOLT CLOSED CIRCUIT TAMPER SWITCH, U.L. LISTED AND FM APPROVED. FLOW SWITCHES SHALL BE PADDLE TYPE, SINGLE POLE, DOUBLE THROW WITH ADJUSTMENT FOR SENSITIVITY TO FLOW WITH TIME DELAY, U.L. LISTED AND FM APPROVED. COORDINATE LOCATION OF ALL FLOW AND TAMPER SWITCHES WITH ELECTRICAL CONTRACTOR.GATE VALVES 2" AND SMALLER SHALL BE O.S.&Y. THREADED BRONZE, RISING STEM, WEDGE DISC, 175 WWP. GATE VALVES 2-1/2" AND LARGER SHALL BE O.S.&Y. FLANGED IBBM RISING STEM, SOLID WEDGE DISC, 175 WWP. ALL GATE VALVES SHALL BE UL LISTED AND FM APPROVED. BUTTERFLY VALVES WITH INTEGRAL SUPERVISORY SWITCH MAY BE USED WHERE PERMITTED BY NFPA 13.ALL CONTROL, DRAIN, AND TEST CONNECTION VALVES SHALL BE PROVIDED WITH PERMANENTLY MARKED WEATHERPROOF METAL OR RIGID PLASTIC IDENTIFICATION SIGN IN ACCORDANCE WITH NFPA 13 AND NFPA 14. IDENTIFY THE HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND STANDPIPE WITH A PERMANENTLY MARKED WEATHERPROOF METAL OR RIGID PLASTIC IDENTIFICATION SIGN IN ACCORDANCE WITH NFPA 13 AND NFPA 14.RED WITH 2 COATS OF ANTICORROSIVE PAINT.1.NOTE TO CONTRACTOR: THESE FIRE PROTECTION PLANS ARE INCLUDED TO DEPICT GENERAL CONCEPTUAL FIREPROTECTION DESIGN CRITERIA FOR THIS PROJECT AND ARE INTENDED TO ASSIST IN THE BIDDING AND PERMITTING PROCESS. THE CONTRACTOR SHALL PROVIDE FIRE SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL (ENGINEER OF RECORD) TO BECOME RECORD DRAWINGS.MIXED OCCUPANCY BLDG.:- DENSITY: LH - 0.10 GPM/SF; OH1 - 0.15 GPM/SF- AREA OF APPLICATION: 1,500 SF (MOST REMOTE AREA)- SPRINKLER COVERAGE: LH - 225 SF; OH2 - 120 SF.- TOTAL COMBINED HOSE STREAM DEMAND: LH - 100 GPM; OH1 - 250 GPM.- OCCUPANCY CLASSIFICATION: LIGHT HAZARD (ALL AREAS EXCEPT ORDINARY HAZARD AREAS LISTED BELOW);ORDINARY HAZARD GROUP 1 & 2 (ELECTRICAL ROOM, MECHANICAL ROOMS, STORAGE ROOM, & JANITOR CLOSET). FAC 61G15 FIRE PROTECTION NOTEFIRE PROTECTION ON THIS PLAN SHOWN FOR DESIGN CRITERIA INTENTONLY. DRAWINGS DO NOT REPRESENT DEVICES OR A COMPLETESYSTEM OR FUNCTIONS THAT MAY BE REQUIRED BY THE AHJ / FIREMARSHAL. CONTRACTOR SHALL DESIGN / BUILD THE FIRE PROTECTIONSYSTEM AND ENGAGE HIS INDEPENDENT DELEGATED FLORIDALICENSED P.E. TO PREPARE SIGNED AND SEALED WORKING DRAWINGSIN ACCORDANCE WITH FAC 61G15. THE DESIGN / BUILDER TEAM SHALLISSUE FIRE PROTECTION PERMIT DRAWINGS WITH A COMPLETEDDESIGN, CALCULATIONS, WIRING DIAGRAMS, AND PRODUCT DATACONFORMING TO AGENCY REQUIREMENTS. THE DESIGN / BUILDER TEAMSHALL SUBMIT THE SIGNED AND SEALED DRAWINGS AND DATA TO THEPRIME CONTRACTOR, ARCHITECT, AND ENGINEER AS A SHOP DRAWINGSUBMISSION FOR REVIEW. THE DESIGN / BUILDER SHALL MEET WITHAGENCIES, SUBMIT THEIR COMPLETE DRAWINGS AND DATA TO THEAGENCIES REQUIRED TO ACHIEVE A PERMIT AND CERTIFICATE OFOCCUPANCY (C.O.O.).THE FIRE PROTECTION SYSTEM DESIGN FOR THIS PROJECT SHALL BE INFULL ACCORDANCE WITH THE PROVISIONS OF THE FLORIDAADMINISTRATIVE CODE. CHAPTER 61 G15-32 AS IT PERTAINS TO"DELEGATED ENGINEER". THE FIRE PROTECTION CONTRACTOR SHALLPROCURE THE SERVICES OF A FLORIDA REGISTERED ENGINEER WHOWILL ACT AS THE DELEGATED ENGINEER FOR THE FIRE PROTECTIONSYSTEM DESIGN BASED ON THE DESIGN INTENT OF THE CONTRACTDOCUMENTS. THE DELEGATED ENGINEER WILL BECOME THE "ENGINEEROF RECORD" FOR THIS PORTION (FIRE PROTECTION SYSTEM) OF THEENGINEERING PROJECT. THE DELEGATED ENGINEER SHALL CONFORMTO ALL REQUIREMENTS SET FORTH IN THE FLORIDA ADMINISTRATIVECODE, 61 G15-32 "DELEGATED ENGINEER'S RESPONSIBILITY". ALL FINALDELEGATED ENGINEERING DOCUMENTS REQUIRE THE IMPRESSED SEALAND SIGNATURE OF THE DELEGATED ENGINEER. DELEGATED ENGINEERSHALL BE THE FIRE PROTECTION SUCCESSOR ENGINEER OF RECORDFOR THE PROJECT.GENERAL NOTECONTRACTOR IS CAUTIONED THAT THE HAMMOND ENGINEERING GROUP FIREPROTECTION DRAWINGS ARE PERFORMANCE AND DIAGRAMMATIC ONLY.CONTRACTOR RECOGNIZES THAT THE FIRE SPRINKLER CONTRACTOR'SWORKING AND PERMIT DESIGN DRAWINGS WILL REQUIRE POSSIBLEADDITIONS AND ADJUSTMENTS TO HEAD LOCATIONS , PIPING CROSSINGS,AND PIPING ROUTINGS NECESSITATING ADDITIONS AND ADJUSTMENTS TOCEILINGS, SOFFITS AND CAREFUL COORDINATION WITH OTHER STRUCTURALELEMENTS AND UTILITIES. CONTRACTOR SHALL ADVISE ARCHITECT DURINGTHE BIDDING PROCESS.THE STOCK OF SPARE SPRINKLERS SHALL INCLUDE ALL TYPES AND RATING INSTALLED AND SHALLPERCENT OF THE TESTED WATER SUPPLY CURVE.18.- ALL SPRINKLER SYSTEMS SHALL BE DESIGNED AT A POINT NOT GREATER THAN NINETY(90%) INSTALLED DIRECTLY BEHIND THE FDC SO THAT IS EASILY FOUND BY RESPONDING FIRE CREWS. THE BUILDING'S FIRE DEPARTMENT CONNECTION "FDC" SHALL HAVE SIGNAGE PERMANENTLY THE SIGNAGE WITH EITHER A WHITE BACKGROUND WITH RED 6" LETTERING OR A RED BACKGROUNDWITH WHITE 6" LETTERING.BE AS FOLLOWS (PER SECTION 6.2.9.5 OF NFPA 13:(1) FOR PROTECTED FACILITIES HAVING UNDER 300 SPRINKLERS- NO FEWER THAN SIX SPRINKLERS(2) FOR PROTECTED FACILITIES HAVING UNDER 300 -1000 SPRINKLERS- NO FEWER THAN 12 SPRINKLERS(3) FOR PROTECTED FACILITIES HAVING UNDER 1000 SPRINKLERS- NO FEWER THAN 24 SPRINKLERS- NATIONAL FIRE ALARM CODE, NFPA 72, 2019 EDITION,APPLICABLE CODES:- FLORIDA FIRE PREVENTION CODE, 8TH EDITION (2023),- UNIFORM FIRE CODE, NFPA 1, 2021 EDITION,- LIFE SAFETY CODE, NFPA 101, 2021 EDITION,- AUTOMATIC SPRINKLER SYSTEMS, NFPA 13, 2019 EDITION,- INSPECTION, TESTING AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS, NFPA 25, 2014 EDITION,THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH THE FOLLOWING - NFPA 70 NATIONAL ELECTRICAL CODE (2020)- NFPA 170 STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS (2018)- FLORIDA BUILDING CODE, 8TH EDITION (2023) Fire Protection General NotesFP001http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024BID SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© a r c h i t e c t sCITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011 BUILDING DEPARTMENT RELOCATIONTO ANNEXNOVEMBER 25, 2024 BID SET www.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED ANDSEALED BY JOHN GRAY CUMPER ON THE DATEADJACENT TO THE SEAL. PRINTED COPIES OF THISDOCUMENT ARE NOT CONSIDERED SIGNED ANDSEALED AND THE SIGNATURE MUST BE VERIFIEDON ANY ELECTRONIC COPIES. 6"DEMOLITION GENERAL NOTESEXISTING FIRE PROTECTION PIPING SHALL BE REMOVED.EXISTING CONCEALED PENDANT SPRINKLER HEAD EXISTING CONCEALED PENDANT SPRINKLER HEAD DEMOLITION LEGENDDEMOLITION KEYED NOTES1EXISTING 6" FIRE PROTECTION RISER AT EXTERIOR WALLSHALL REMAIN.A. EXISTING FIRE SPRINKLER SYSTEM SHALL REMAIN FOR THE ENTIRE BUILDING AND BE FULLY FUNCTIONAL DURING THE DEMOLITION PHASE.B. THE EXISTING BUILDING IS FULLY SPRINKLED. SCOPE OF WORK INCLUDES CHANGES TO WALLS AND CEILING WHICH WILL RESULT MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM.SHALL BE RELOCATED TO NEW LOCATION. SHALL BE REMOVED AND REPLACED WITH NEW. EXISTING FIRE PROTECTION PIPING SHALL REMAIN.http://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024PERMIT SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.ANNEX BUILDING FIRE PROTECTION DEMOLITION FLOOR PLANSCALE: 3/16" = 1'-0"NFIRE PROTECTION DEMO PLANFPD100 CLERK #2WATER HEATERROOMELECTRICALROOMLIBRARY / FILES(FLOOR TO CEILING HEIGHT)CAFEEGRESSPLANPREPDESKLIBRARY / FILES (FLOOR TO PARTITION HEIGHT) LIBRARY / FILES (FLOOR TO PARTITION HEIGHT)EGRESSCLERK #1EGRESS037RESTROOMWOMENS038RESTROOMMALE039RESTROOMWOMENS042UNISEXRESTROOM040RESTROOMMALE041CLOSETJANITOR036CLOSETJANITOR035STORAGE034ADMINISTRATORBUSINESS CENTER028PLAN EXAMINERSR. BUILDING027INSPECTOR026INSPECTOR013INSPECTORBUILDING006ADMIN005ADMIN032SUPERVISORPERMITCALL CENTER011003BREAKROOM008INSPECTORCHIEF PLUMBING014ADMINISTRATORFLOOD PLAIN007INSPECTORCHIEF BUILDING018INSPECTORSR. MECHANICAL009INSPECTORCHIEF MECHANICAL021INSPECTORELECTRICAL016INSPECTORPLUMBING023INSPECTOR020INSPECTORSR. ELECTRICAL002MANAGERBUILDING DEPT.010INSPECTORCHIEF ELECTRICAL025PLAN EXAMINERSR. BUILDING024INSPECTOR004BUILDING OFFICIALASSISTANT017ROOMCONFERENCE019INSPECTORMECHANICAL015INSPECTORSR. PLUMBING001OR DIRECTORBUILDING OFFICIAL043WAITING AREA044LOBBY / ENTRANCE029IT ROOM033SUPERVISORBUSINESS CENTER022ROOMMEETING031COORDINATORPLAN030PLAN EXAMINERSTRUCTURE012INSPECTORSR. BUILDINGK-6710WHITBYC_SINKSCAST IRON K-6710WHITBYC_SINKSCAST IRON 3"6"1-1/2"3"1-1/2"2"1"1"2"3"3"3"1-1/2"1-1/2"1-1/2"1-1/2"1-1/2"2"2"2"1-1/2"1-1/2"1-1/2"1-1/2"1"2"1-1/2"1"1"1"1"1"1"1-1/2"1"1"1"1"1"1"1"1"EXISTING FIRE PROTECTION PIPING.NEW FIRE FIRE PROTECTION PIPING.NEW CONCEALED PENDANT SPRINKLER HEAD.FIRE SPRINKLER ARMOVER.AREA NOT IN SCOPE OF WORK. LOCATION OF THE EXISTING FIRE RISER ON EXTERIOR WALL. PROVIDE SHUT-OFF VALVE, FLOW, AND TAMPER SWITCH. COORDINATEWITH FIRE ALARM PLAN FOR MONITORING. NEW 3" FIRE SPRINKLER RISER UP THE BUILDING EXTERIOR.1NEW POINT OF CONNECTION. B. THIS DRAWING IS INTENDED AS A GUIDE TO BE USED IN THELAYOUT OF THE REMODEL OF THE 1ST FLOOR SPRINKLERDISTRIBUTION SYSTEM. THE CONTRACTOR MUST SUBMITDETAILED SHOP DRAWINGS IN CONFORMANCE WITH LOCAL CODEREQUIREMENTS AND MAY NOT PROCEED WITH THE WORK SHOWNTHEREON UNTIL APPROVED BY LOCAL AUTHORITIES HAVINGJURISDICTION.A. THE EXISTING BUILDING IS FULLY SPRINKLERED. SCOPE OF WORKINCLUDES CHANGES TO WALLS AND CEILING WHICH WILL RESULT INMINOR MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM.NEW UPRIGHT SPRINKLER HEAD.67C. EXISTING FIRE PROTECTION PIPING SHALL BE FIELD VERIFIED.FIRE PROTECTION RCPFP101ANNEX BUILDING FIRE PROTECTION RCP PLANSCALE: 3/16" = 1'-0"Nhttp://www.beai.com PHONE: (305) 461-2053 LICENSE No. AA26001612 Miami, Florida 33168 11575 Northwest 7 Avenue FAX: (305) 634-0599 E-mail: info@beai.com BEA architects Inc. © a r c h i t e c t s CITY OF SUNNY ISLES BEACH 18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011BUILDING DEPARTMENT RELOCATION TO ANNEXNOVEMBER 25, 2024PERMIT SETwww.hammondengineers.com499 N.W. 70thAvenue,Suite 215Plantation, Florida 33317THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHN GRAY CUMPER ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.