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763 Atlantic Blvd COMM20-0012 4 of 26 A003_abbreviationsGENERAL NOTES I. VERIFY THE FOLLOWING WITH THE RESPECTIVE TRADES: A. SIZES AND LOCATIONS OF MECH AND/OR ELEC PENETRATIONS. B. LOCATIONS FOR BACKING/BLOCKING REQUIRED FOR MOUNTING MECH AND/OR ELEC EQUIPMENT. C. CUTTING AND PATCHING FOR WORK REQUIRED BY MECH AND/OR ELEC. 2. FOR TYPICAL MOUNTING HEIGHTS OF TOILETS, BUILDING EQUIPMENT, AND ACCESSORIES, LOCATE PER ADA CODE AND MANUFACTURERS RECOMMENDATIONS. 3. VERIFY DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS. OMISSIONS, DISCREPANCIES AND/OR CONFLICTS SHALL BE REPORTED TO ARCHITECT PRIOR TO START OF CONSTRUCTION. 4. FOR CONSTRUCTION QUESTIONS AND APPROVALS, CONTACT: TO BE DETERMINED INDICATION OF MATERIALS =III-III-III=1 III -1111-1 I I-1111 GRADE G„ CONCRETE - CAST ® IN PLACE/PRECAST AC or A/C TERRAZZO ® BRICK ® STONE ADA CONCRETE ° MASONRY UNIT Q LLQ DISABILITIES ACT TILE (CERAMIC GENERAL CONTRACTOR °R° z A/E OR QUARRY) GL PLASTER, SAND, R GYPSUM BOARD, AFF PARTICLEBOARD GR GLASS BLOCK LIGHT GAUGE FRAMING WOOD WOOD (FINISH) WOOD BLOCKING A. LIGHT GAUGE SHALL BE SAME DIMENSION AS CALLED ON ARCHITECTURAL DRAWINGS. B. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE EQUAL TO A MINIMUM OF 6 -INCH 16GA. WITH 16GA. TRACK. C. MINIMUM YIELD STRENGTH FOR 16GA. STUDS SHALL BE 50 KSI, ALL TRACK SHALL BE 33 KSI. WIND STRAPS ARE BASED UPON THE USE OF 40,000 PSI FY MIN. D. ALL STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF A.S.T.M. A525. E. BOTH STUD FLANGES MUST BE WELDED TO TRACK AT TOP AND BOTTOM OR ATTACHED W/ #10 TEK SCREWS (MIN. I SCREW EACH FLANGE). ALL WELDS SHALL BE TOUCHED UP WITH ZINC RICH PAINT. F. STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB PRIOR TO ATTACHMENT AT BOTH ENDS. G. ALL STUD TO STUD CONNECTIONS TO BE (4) #10 TEK SCREWS (MIN.) UNLESS NOTED OTHERWISE. H. AT TRACK BUTT JOINTS, A BUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER. 1. A MINIMUM OF 10" OF UN -PUNCHED STEEL IS REQUIRED AT BOTH ENDS OF STUDS. J. BRIDGING SHALL BE 1.5" CRC PLACED THROUGH PUNCHOUTS AND WELDED ON BOTH SIDES. BRIDGING IS TO BE SPACED AT NO MORE THAN 4'-0" VERTICALLY AT APPROXIMATELY THE THIRD POINT. CRC BRIDGING IN 6" STUDS REQUIRES A CLIP ANGLE AT EACH CONNECTION LOCATION. AN ALTERNATE BRIDGING TECHNIQUE SHALL BE 15/8"-20GA. STRAPS, SCREW AT ATTACHED TO BOTH FLANGES OF EACH STUD WITH SOLID BLOCKING REQUIRED AT 8'-0" O.C. MAX AND 24" FROM BOTTOM OF PANEL. K. FASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OF SUFFICIENT SIZE, NUMBER AND SPACING TO DEVELOP CAPACITY OF CONNECTING MEMBERS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. GYPSUM PRODUCTS SPECIFICATION US GYPSUM BOARD SHALL BE USED FOR ALL INTERIOR WALL SHEATHING, WITH EXCEPTION OF FIRE RATED PARTITIONS. FOR FIRE RATED ASSEMBLIES: REFER TO SHEET UL FOR APPROVED PRODUCTS TO BE USED. IF ALTERNATE MANUFACTURE IS TO BE USED THEN IT MUST BE APPROVED, IN WRITING, BY THE OWNER AND ARCHITECT WITH THE FOLLOWING INFORMATION, PROVIDED: I. MANUFACTURE SPECIFICATIONS OF ALTERNATE SYSTEM. 2. MANUFACTURE INSTALLATION DETAILS OF ALTERNATE SYSTEM. 3. MANUFACTURE TEST DATA AND CRITERIA. 4. MANUFACTURE DATA ON SOURCE OF RAW MATERIALS OF PRODUCT. 5. RATED ASSEMBLIES. ** THE OWNER OR ARCHITECT IS NOT RESPONSIBLE FOR GYPSUM PRODUCTS THAT ARE NOT PROPERLY MILLED OR APPROVED. ABBREVIATIONS "A" OR FRAMING G„ WOOD SHIM ® PLYWOOD AC or A/C INSULATION ® METAL ® ACOUSTICAL MATERIAL ADA EXPANSION MATERIAL GALV CARPET A. LIGHT GAUGE SHALL BE SAME DIMENSION AS CALLED ON ARCHITECTURAL DRAWINGS. B. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE EQUAL TO A MINIMUM OF 6 -INCH 16GA. WITH 16GA. TRACK. C. MINIMUM YIELD STRENGTH FOR 16GA. STUDS SHALL BE 50 KSI, ALL TRACK SHALL BE 33 KSI. WIND STRAPS ARE BASED UPON THE USE OF 40,000 PSI FY MIN. D. ALL STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF A.S.T.M. A525. E. BOTH STUD FLANGES MUST BE WELDED TO TRACK AT TOP AND BOTTOM OR ATTACHED W/ #10 TEK SCREWS (MIN. I SCREW EACH FLANGE). ALL WELDS SHALL BE TOUCHED UP WITH ZINC RICH PAINT. F. STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB PRIOR TO ATTACHMENT AT BOTH ENDS. G. ALL STUD TO STUD CONNECTIONS TO BE (4) #10 TEK SCREWS (MIN.) UNLESS NOTED OTHERWISE. H. AT TRACK BUTT JOINTS, A BUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER. 1. A MINIMUM OF 10" OF UN -PUNCHED STEEL IS REQUIRED AT BOTH ENDS OF STUDS. J. BRIDGING SHALL BE 1.5" CRC PLACED THROUGH PUNCHOUTS AND WELDED ON BOTH SIDES. BRIDGING IS TO BE SPACED AT NO MORE THAN 4'-0" VERTICALLY AT APPROXIMATELY THE THIRD POINT. CRC BRIDGING IN 6" STUDS REQUIRES A CLIP ANGLE AT EACH CONNECTION LOCATION. AN ALTERNATE BRIDGING TECHNIQUE SHALL BE 15/8"-20GA. STRAPS, SCREW AT ATTACHED TO BOTH FLANGES OF EACH STUD WITH SOLID BLOCKING REQUIRED AT 8'-0" O.C. MAX AND 24" FROM BOTTOM OF PANEL. K. FASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OF SUFFICIENT SIZE, NUMBER AND SPACING TO DEVELOP CAPACITY OF CONNECTING MEMBERS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. GYPSUM PRODUCTS SPECIFICATION US GYPSUM BOARD SHALL BE USED FOR ALL INTERIOR WALL SHEATHING, WITH EXCEPTION OF FIRE RATED PARTITIONS. FOR FIRE RATED ASSEMBLIES: REFER TO SHEET UL FOR APPROVED PRODUCTS TO BE USED. IF ALTERNATE MANUFACTURE IS TO BE USED THEN IT MUST BE APPROVED, IN WRITING, BY THE OWNER AND ARCHITECT WITH THE FOLLOWING INFORMATION, PROVIDED: I. MANUFACTURE SPECIFICATIONS OF ALTERNATE SYSTEM. 2. MANUFACTURE INSTALLATION DETAILS OF ALTERNATE SYSTEM. 3. MANUFACTURE TEST DATA AND CRITERIA. 4. MANUFACTURE DATA ON SOURCE OF RAW MATERIALS OF PRODUCT. 5. RATED ASSEMBLIES. ** THE OWNER OR ARCHITECT IS NOT RESPONSIBLE FOR GYPSUM PRODUCTS THAT ARE NOT PROPERLY MILLED OR APPROVED. ABBREVIATIONS "A" G„ ..Q11 AC or A/C AIR CONDITIONING GA GAUGE or GAUGE QT QUARRY TILE ADA AMERICANS WITH GALV GALVANIZED Q LLQ DISABILITIES ACT GC GENERAL CONTRACTOR °R° z A/E ARCHITECT/ENGINEER GL GLASS R RISER/RADIUS AFF ABOVE FINISH FLOOR GR GRADE RCP REFLECTED CEILING PLAN AHU AIR HANDLING UNIT GYP GYPSUM RD ROOF DRAIN ALT ALTERNATE GYP BD GYPSUM BOARD REF REFERENCE ALUM ALUMINUM GYP PLAS GYPSUM PLASTER REFL REFLECTED APPROX APPROXIMATE REG REGISTERED ARCH ARCHITECT. "H" REINF REINFORCED, Q Q ARCHITECTURE, HC HANDICAP W REINFORCING, � ARCHITECTURAL HGT HEIGHT L7 REINFORCEMENT ACOUS PNL ACOUSTICAL PANEL HM HOLLOW METAL REQD REQUIRED HMD HOLLOW METAL DOOR REV REVISION "B" C` CC HMF HOLLOW METAL FRAME RM ROOM BITUM BITUMEN or BITUMINOUS HVAC HEATING, VENTILATION, RO ROUGH OPENING BLDG BUILDING AIR CONDITIONING BLK BLOCK CD J DO 'IS BLKG BLOCKING "I" v '-p O S SOUTH BOT BOTTOM ID INSIDE DIAMETER SC SOLID CORE BUR BUILT-UP ROOF INSUL INSULATION SCHED SCHEDULE W W � p z W INTR INTERIOR SECT SECTION "C', & DRAWING SERVICES # AA 26001108 BRIAN P, FREDLEY, ASSOC, SHT SHEET CC,C/C CENTER TO CENTER PH: (386) 257-0502 R (386) 257.1050 E-MAIL Bfredley@BPFDesign,com WEBSITE; bpfdesign,com SIM SIMILAR CJ CONSTRUCTION JOINT JAN JANITOR SPEC SPECIFICATION CIP CAST IN PLACE JST JOIST SQ SQUARE Date: OL JOINT JT JOINT SQ FT SQUARE FOOT CCJT LG CONN SST STAINLESS STEEL CLG HT CEILING HEIGHT L STC SOUND TRANSMISSION CMU CONCRETE MANSONRY CLASS UNIT LAV LAVATORY STD STANDARD COL COLUMN LT WT LIGHT WEIGHT STL STEEL CONC CONCRETE STRUCT STRUCTURAL CONT CONTINUOUS "M„ SUSP SUSPENDED CPT CARPET MAINT MAINTENANCE SYM SYMBOL MAS MASONRY SYMM SYMMETRICAL D MAX MAXIMUM DET DETAIL MECH MECHANICAL T DF DRINKING FOUNTAIN MEZZ MEZZANINE T TREAD DGN DESIGN MFG MANUFACTURING T&G TONGUE AND DIA DIAMETER MFR MANUFACTURER GROOVE DIAG DIAGONAL MIN MINIMUM TEL or PH TELEPHONE DIM DIMENSION MISC MISCELLANEOUS TF TOP OF FOOTING DN DOWN MO MANSONRY OPENING TFF TOP OF FINISH DR DOOR MTL METAL FLOOR DS DOWNSPOUT MULL MULLION THK THICKNESS DWG DRAWING 'N" TJ TOP OF JOINT TS TUBE STEEL "E" N NORTH TSL TOP OF SLAB E EAST NA NOT APPLICABLE TST TOP OF STEEL EACH EA NIC NOT IN CONTRACT TW TOP OF WALL ELEC ELECTRICAL NO NUMBER TYP TYPICAL EL ELEVATION NOM NOMINAL ELEV ELEVATOR NRC NOISE REDUCTION U EQ EQUAL COEFFICIENT UNFIN UNFINISHED EQUIP EQUIPMENT NTS NOT TO SCALE UON UNLESS OTHERWISE EWC ELECTRICAL WATER NOTED COOLER "O„ UPS UNINTERRUPTIBLE EXIST EXISTING OA OVERALL POWER SUPPLY EXP JT EXPANSION JOINT OC ON CENTER EXT EXTERIOR OD OUTSIDE DIAMETER/ OUTSIDE DIMENSION OFF OFFICE VCT VINYL COMPOSITION F.. OPNG OPENING TILE OR VITRIFIED FBC FLORIDA BUILDING CLAY TILE CODE OPH OPPOSITE HAND VERT VERTICAL FD FLOOR DRAIN OPP OPPOSITE VWC VINYL WALL COVERING FDC FIRE DEPARTMENT ORIG ORIGINAL CONNECTION GVHD OVERHEAD W 11 FDV FIRE DEPARTMENT or OH W W WEST VALVE "P W/ WITH FEC FIRE EXTINGUISHER W/O WITHOUT CABINET PL PLATE WC WATER CLOSET FHC FIRE HOSE CABINET PLAM PLASTIC LAMINATE WD WOOD, WIDTH FIN FINISH PLAS PLASTER WDW WINDOW FIN FL FINISH FLOOR PLYWD PLYWOOD WF WIDE FLANGE FIN GR FINISH GRADE PNL PANEL WI WROUGHT IRON FLR FLOOR PR PAIR WP WORKING POINT FLUOR FLUORESCENT PREFAB PREFABRICATED FOC FACE OF CONCRETE PREFIN PREFINISHED WWF WELDED WIRE FOM FACE OF MANSONRY PRELIM PRELIMINARY FABRIC FOS FACE OF STUD PREP PREPARATION FPRF FIREPROOFING PSF POUNDS (LBS.) PER FT FOOT, FEET SQUARE FOOT (FT.) FTG FOOTING PSI POUNDS (LBS.) PER FWC FABRIC WALL SQUARE INCH (IN.) COVERING PT PRESERVATIVE TREATED PTD PAINTED PVMT PAVEMENT SYMBOLS DETAIL NUMBER SHEET WHERE DETAIL IS DRAWN A AI WALL/BUILDING SECTION NUMBER AI SHEET WHERE SECTION IS DRAWN SECTION I ELEVATION NUMBER 4 '4 AI 3 INTERIOR ELEVATION KEY SHEET WHERE ELEVATION IS DRAWN INTERIOR ELEVATION CO�&WCE ROOM NUMBER DETAIL NUMBER SHEET WHERE DETAIL IS DRAWN A AI AREA TO BE DETAILED OR ENLARGED DETAIL - ENLARGED PLAN REVISION NUMBER REVISED AREA CLOUDED REVISION CLOUD 9- NUMBER DOOR DESIGNATION NUMBER FOR LOUVER Q A LETTER FOR WINDOW WINDOW/LOUVER DESIGNATION CLG. TYPE A 110'-0" CLG. HEIGHT CEILING TAG ELEVATION DETAIL A AI SHEET WHERE ELEVATION IS DRAWN ELEVATION TAG 4 N NORTH ARROW P01 NOTE TAG GENERAL A. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 6th EDITION (FBC 2017 AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. B. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETE DESIGN OF THE STRUCTURE. THEY DO NOT INDICATE THE METHODS OF CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORKMEN, OR OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING, SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES. D. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE STRUCTURE. E. CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCESS OF THE DESIGN LIVE LOAD WHICH ARE INDICATED IN THE GENERAL NOTES. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE SUBCONTRACTORS ARE INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL BE AVOIDED WHEN PLACING MATERIALS ON FLOORS AND ROOFS. F. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTHS, OR FIT OF MATERIALS. G. THE CONTRACTOR SHALL SUBMIT CONSTRUCTION JOINT LOCATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. CONSTRUCTION JOINTS EXPOSED TO EARTH OR WEATHER SHALL BE WATERPROOFED PER THE SPECIFICATIONS. H. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS STEEL ITEMS NOT SHOWN HEREON. I. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. J. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 12'-0", SEE CIVIL ENGINEERS DRAWINGS. K. SUBMIT WRITTEN REQUEST TO THE ARCHITECT FOR APPROVAL OF ANY PROPOSED CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING, NOTCHING OR OTHER ALTERNATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE STRUCTURAL ENGINEER. ANY UNAUTHORIZED DEVIATION FROM THE CONTRACT DOCUMENTS, AND CORRECTION THEREOF, IS THE RESPONSIBILITY OF THE CONTRACTOR. L. THE MOST STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT BETWEEN SPECIFICATIONS, STANDARDS, CODES AND DRAWINGS. M. DESIGN DATA I. ROOF LIVE LOADS 20 PSF 2. ROOF DEAD LOAD 2.5 PSF + FRAME 3. COLLATERAL LOAD 5 PSF 4. WIND VELOCITY 140 MPH 5. FRAME REACTIONS FOUNDATIONS A. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARING PRESSURE OF 2000 PSF AS RECOMMENDED IN THE FOUNDATION INVESTIGATION TO BE OBTAINED BY OWNERS TESTING & ENGINEERING FIRM FOR THE SPECIFIC SITE. B. ALL REQUIREMENTS FOR SITE PREP AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR. C. EARTHWORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A LICENSED SOIL TESTING COMPANY TO ASSURE COMPLIANCE WITH REQUIREMENTS OF THE SOILS REPORT AND SPECIFICATIONS. D. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. E. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLESS THE WALL IS FULLY BRACED BY THE CONTRACTOR FOR LATERAL PRESSURE. SUCH BRACING INCLUDING ITS DESIGN IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR & SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. CAST IN PLACE CONCRETE A. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE, FOOTINGS, STAIR LANDING 3000 PSI B. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. C. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH ACI 318-14. D. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. E. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8". F. CONCRETE REINFORCING FIBERS BY FIBERMESH OR GRACE ONLY NO SUBSTITUTION. G. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-14. H. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. I. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. J. CONTRACTOR SHALL VERIFY LOCATIONS OF OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. K. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND SLABS EDGES. L. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. M. CONTRACTOR SHALL PROVIDE f INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. N. THE FOLLOWING MINIMUM CONCRETE COVER TO BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2" CONCRETE EXPOSED TO EARTH OR WEATHER, #6 THROUGH #I8 BARS. 1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER, #5 BAR AND SMALLER. 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH FOR THE PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS IN BEAMS AND COLUMNS. 3/4" CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH EARTH FOR SLABS, WALLS, AND JOISTS, #11 BAR AND SMALLER. N. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH T-0" LAP SHALL BE PROVIDED. O. HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN BEAMS, SUPPORTED SLABS, AND WALL FOOTINGS WITH A DEPTH OF 1-1/2" AND HEIGHT EQUAL TO ONE-THIRD OF THE MEMBERS DEPTH. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON THE DRAWINGS OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT. P. CONTRACTOR SHALL KEEP A COPY OF "FIELD REFERENCE MANUAL" (ACI PUBLICATION SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE. Q. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 25 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS & ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT & TOP STEEL OVER THE MIDSPAN UNLESS OTHERWISE NOTED. R. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER. GENERAL NOTES: ALL GENERAL & SUB -CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS, ELECTRICAL, WATER, SEWER AND GAS SERVICE LOCATIONS. ALL WORK MUST COMPLY WITH THE 2017 EDITION (EXPOSURE "B") OF THE FLORIDA BUILDING CODE SECT. 1609/ 137 MPH WIND LOAD AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION ALL DOOR & WINDOW OPENINGS TO MEET OR EXCEED DESIGN PRESSURE RANGE AS SPECIFIED ON SHEET TBL THE BUILDING RISK CATEGORY IS 11" INTERNAL PRESSURE COEFFICIENT IS .18 IN ACCORDANCE WITH ASCE 7-10 ALL GLAZING IS TO BE NON -IMPACT RESISTANT REVISIONS O .a O Ln 00 1� Z J C` O z Q OO C 0 O Q LLQ J z � LLQ OO W O � W WLAA Q oc ~ W z � Q � C� W O_ V M CV = cV M W_ L Q Q Q � CD ~ V_ W � W z J L7 Q Q z757- Q W_ O ID C- C` CC LL_ Q O W CC J O W oc V � Q Z m Q V Q Q 0 CD J DO CC M CC v '-p O oC z V ..iCl—O o O � � � O V W D � J � V Lj_j W W � p z W Cxf O C3L- DESIGN INCORPORATED ARCHITECTURE, DESIGN, & DRAWING SERVICES # AA 26001108 BRIAN P, FREDLEY, ASSOC, AIA, PROJECT MANAGER DALLAS B. PEACOCK, AIA, ARCHITECT # AR 0009706 207 RRVIEW AVENUE, DAYTONA BEACH, PL 32114 PH: (386) 257-0502 R (386) 257.1050 E-MAIL Bfredley@BPFDesign,com WEBSITE; bpfdesign,com ABBREVIATIONS, NOTE AND SYMBOLS DATE: MARCH 11, 2020 SCALE; NOT TOSCALE ARCHITECT'S I ENGINEER'S SEAL S�OF Digitally signed .'F.O �P••S. aF.9,0 by Dallas B. • ° —*— ":• Peacock ?3. AR0009706 Date: ..........APG�x 2020.04.23 �� 10:07:54 -04'00'