3003 W CASINO RD 2024 BLDG 40-21 Plans 2025-09-09

Ldh,MI NOTE 1 SEE'TABLEA" Ldh,MIN,SEE'TABLE A" NOTE f c=3,000 PSI T c=4,000 PSI f c=5,000 PSI BAR Ld Lt Lsb Lsb BAR Ld Lt Lab Lsb BAR Ld Lt Lab Lsb CONSTRUCTION CONSTRUCTION SIZE SIZE SIZE JOINT OR FACE JOINT OR FACE OF SUPPORT OF SUPPORT #3 17 23 1 3 30 #3 15 20 20 26 #3 13 17 17 23 ABBREVIATIONS 44 22 29 29 38 #4 19 25 25 33 #4 17 23 23 30 #5 28 37 37 49 #5 24 32 32 42 #5 22 29 29 38 — #6 33 43 43 56 #6 29 38 38 50 #6 26 34 34 45 ARE ABOVE FINISHED FLOOR LG LONG #7 48 63 63 82 #7 42 55 65 72 #7 38 56 56 65 a a ACI AMERICAN CONCRETE INSTITUTE LLH LONG LEG HORIZONTAL #8 55 72 7T 94 #8 48 fi3 fi3 82 #6 43 56 56 73 #9 62 81 81 106 #9 54 71 71 93 #9 48 6 3 63 82 AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION LLV LONG LEG VERTICAL #10 70 91 91 119 #10 61 80 80 104 #10 54 71 71 93 #11 78 102 102 133 #11 67 88 88 115 #11 60 78 78 102 AISI AMERICAN IRON AND STEEL INSTITUTE LP LOW POINT #14 93 121 - - #14 81 106 - - #14 72 94 - - E,NOTE z #18 124 162 - - #18 108 141 - - #18 96 125 - - ¢ ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LT GA LIGHT GAGE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS 4db,OR21/T MIN7 MATL MATERIAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS MAX MAXIMUM AWS AMERICAN WELDING SOCIETY MECH MECHANICAL Pc=Q000 PSI fc=6,000 PSI Pc=10,000 PSI AB ANCHOR BOLT 180 DEGREE HOOK 90 DEGREE HOOK MFR MANUFACTURER SIZELd Lt Lab Lsbt SIZE Ld Lt Lab Lsbt SIZE Ld Lt Lb Lsb L ANGLE MID MIDDLE END HOOK APPROX APPROXIMATE MTL METAL #3 12 16 16 21 #3 12 16 16 21 #3 9 12 12 16 ARCH ARCHITECT;ARCHITECTURAL #4 i6 21 21 28 #4 14 19 19 25 #4 12 16 16 21 ALL GRADES MIN MINIMUM #5 20 26 26 34 #5 17 23 23 30 #5 15 20 20 26 (D)FINISHED BEND DIAMETER @ AT MISC MISCELLANEOUS #6 24 32 32 42 #6 21 28 28 37 #6 18 24 24 31 BAR 180°HOOKS 90°HOOKS #7 34 45 45 59 #7 30 39 39 51 #7 27 36 36 46 SIZE D MCJ MASONRY CONTROL JOINT #8 39 51 51 67 #8 34 45 45 59 #8 30 39 39 51 E J A #9 44 58 58 76 #9 38 50 50 65 #9 34 45 45 58 #3 21/4" 5' 3" 6' BM BEAM MW(XX) MASONRY WALL REINFORCING(TYPE) #10 50 65 fi5 85 #10 43 56 56 73 #10 39 51 51 fifi #4 3' 6' 4" 8" BLT BOLT MP(XX) MASONRY PIER(TYPE) #11 55 72 72 94 #11 48 63 63 82 #11 43 Sfi Sfi 73 #5 3314" T 5" 10" 414 fifi 86 - - #14 57 75 - - #14 51 67 - - #6 4112" 8" 6" 12" B/;GOTT BOTTOM MG(XX) MASONRY COLUMN(TYPE) #18 88 115 - - #18 76 99 - - #18 68 89 - - #7 51/4" 10" 7" 14" #8 6' 11" #9 912" 15" 113/4' 19" CIP CAST-IN-PLACE NA;N/A NOT APPLICABLE #10 10314" 17" 13111 22" #11 17 19• 143/4' 24" CL;C/L CENTERLINE NTS;N.T.S. NOT TO SCALE m #18 181/4" 36" 21 1/2' 31" CLR CLEARANCE;CLEAR NGVD NATIONAL GEODETIC VERTICAL e m r' NOTES, #18 24" 36" 2812' 41" COL COLUMN DATUM 1. NOTATIONS: TABLE CONC CONCRETE OQ O.C. ON CENTER db:NOMINAL BAR DIAMETER(INCHES) A7 C7 MINIMUM TENSION EMBEDMENT LENGTHS, CONN CONNECTION OPNG OPENING :5. Ld:TENSION DEVELOPMENT LENGTH(INCHES)FOR REINFORCEMENT SATISFYING THE FOLLOWING REQUIREMENTS: (Ldh)FOR STANDARD END HOOKS ON GRADE 60 BARS rp M CONT CONTINUOUS OPP OPPOSITE F BAR NORMAL WEIGHT CONCRETE,fe(PSI) o.m SLABS AND WALLS:CLEAR SPACING>2db,AND CONCRETE CLEAR COVER>db COORD COORDINATE OPP HIND OPPOSITE HAND o W BEAMS AND COLUMNS:CLEAR SPACING db,AND CONCRETE CLEAR COVER db SIZE 3,000 4,000 5,000 6,ODO 8,000 10,000 CMU CONCRETE MASONRY UNIT �# ILL DEVELOPMENT LENGTH OF BARS IN THICK CONCRETE=1.3 X Ld(INCHES) #3 6" 6" 6" 6" 6" 6" QTY QUANTITY m CJ CONTROL JOINT 3' #4 8" 7" 8" 7" 7" 6" 3 Lsb:TYPICAL LAP SPLICE LENGTH=1.3 X Ld(INCHES) #5 illy 9" 8" 7" 7" 6" CC-(XX) CONCRETE COLUMN PROJ PROJECTION #6 12" illy 9" 8" 8" 7" N y Lsbt LAP SPLICE LENGTH OF HORIZONTAL BARS IN THICK CONCRETE=1.69 X Ld(INCHES) #7 14 12" 1" illy 9" 8" w IS 16" 14" 12, 11" 10" 9" GET DETAIL LB;# POUND ^' 2. MULTIPLY VALUES IN THE TABLE BY 1.51F CLEAR SPACING OR CONCRETE COVER DO NOT MEET THE REQUIREMENTS FOR Ld IN NOTE 1. #9 18" 15" 1IV 13" 11" illy a #10 20" 1T 15' 14' 14" 11" DIAG DIAGONAL PLF POUNDS PER LINEAR FOOT 3. "HORIZONTAL BARS IN THICK CONCRETE"REFERS TO BARS WITH MORE THAN 12 INCHES OF FRESH CONCRETE CAST BELOW.THIS #11 22" 4319""' 139"T 16' 15" 12 DWG DRAWING PSI POUNDS PER SQUARE INCH " DIA DIAMETER INCLUDES BEAMS,SLABS,FOUNDATIONS,AND WALLS. #14 37" 32" 29' 35 2T 31"35" 21 PSF POUNDS PER SQUARE FOOT #18 50 4. THE DEVELOPMENT AND SPLICE LENGTHS ARE BASED ON REINFORCEMENT STRENGTH FY=60KS WHERE THE DRAWINGS INDICATE " OF DROPPED FOOTING REINFORCEMENT STRENGTHS OF Fy=75KSI OR 80KSI MULTIPLY VALUES BY 1.25 AND 1.33,RESPECTIVELY. TIVELY. NOTES: 5. MULTIPLY VALUES IN THE TABLE BY 1.3 FOR USE WITH LIGHTWEIGHT AGGREGATE CONCRETE. 1. ABOVE VALUES VALID FOR ALL CASE IF: RAD RADIUS SIDE COVER>_21/T EA EACH REF REFERENCE 6. #14 AND#18 BARS SHALL NOT BE LAP SPLICED AND SHALL INSTEAD USE MECHANICAL COUPLERS THAT DEVELOP 125%OF THE BAR END COVER z 2" EL;ELEV ELEVATION YIELD STRENGTH. REINF REINFORCED;REINFORCING 2. BAR DIMENSION REQUIRED TO MANUFACTURE HOOK. EQUIP;EQMT EQUIPMENT REQD REQUIRED 3, FOR EPDXY COATED HOOKS,INCREASE THE ABOVE EMBEDMENT LENGTHS BY 20%. EW EACH WAY EXIST EXISTING SCHED SCHEDULE REINF BAR DEVELOPMENT AND SPLICE EXP EXPANSION SHT SHEET EJ;EXP JT EXPANSION JOINT SIM SIMILAR LENGTH TABLES STANDARD HOOKS AND EMBEDMENT 2 EXT EXTERIOR SPEC SPECIFICATION NTS S2d NTS $2 SQ SQUARE FBA FLAT BAR ANCHOR SF SQUARE FEET SYMBOLSAND LEGEND FBC FLORIDA BUILDING CODE SQIN SQUAREINCHES FT FOOT;FEET SST;SS STAINLESS STEEL SYMBOL DESCRIPTION SYMBOL DESCRIPTION FIN FINISH STD STANDARD FLR;FL FLOOR;FLOORING STL STEEL DEVELOPMENT AND LAP SPLICE LENGTHS('Id')(TENSION AND COMPRESSION) FLD;FD FLOOR DRAIN SC(XX) STEEL COLUMN(TYPE) GRADE 60 UNCOATED BARS IN CONCRETE MASONRY UNITS(CMU) POINT OF REFERENCE FOB FACE OF BRICK X SECTION LETTER ELEVATION NOMINAL CMU ALLOWABLE STEEL STEEL REINFORCEMENT BAR SIZE(Id) FOR FACE OF FOOTING T&B TOP AND BOTTOM BLOCK COMPRESSIVE REINFORCEMENT 3-X70( FEW FACE OF WALL THK THICK SIZE STRENGTH(Ym) BAR LOCATION #3 #4 #5 #6 #7 #8 WHERE DRAWN BENCHMARK/WORK POINT FTG FOOTING THRU THROUGH EDGE' 1'4" 1'-10" 7-10" 6-2" T-1" 10'-8' — FDN FOUNDATION T/CONIC TOP OF CONCRETE 1500P51 CENTER ".. 1'-9" Z-2' 3'-7" 5'A' T-8" 1 EARTH F(XX) SPREAD FOOTING(TYPE) T/FTG TOP OF FOOTING EDGE" V-T 1'-7w 2'3T 16" 6'-T 9'-3" I DETAIL NUMBER 8" 2000P51 \ �� CONCRETE T/STL TOP OF STEEL CENTER 1'2" 116" 1'-10y 3'-2" 4'4' 6'-7" _ J EDGE" 1'-0" illy 2'-T 4'-0" 51-6' 8'-Y GA GAGE T&G TONGUE AND GROOVE 250OPSI CENTER 1%0.' 1'4" 1'-F 2'-10' 3'-10" 5'-11" WHERE DRAWN °��o o CRUSHED STONE GALV GALVANIZED TS THICKENED SLAB NOTES: EDGE' 1'4" 1'-10" 7-10" 5'-2" T-1" 10'-F NORTH GALV STL GALVANIZED STEEL TYP TYPICAL 1. REINFORCEMENT BARS USED IN MASONRY SHALL NOT BE LARGER THAN#11.MECHANICAL COUPLERS 1500PSI CENTER 1'4" 1'-9" 2'-T 3'4" 3'-illy 5'-11' NORTH ARROW 1 KEY NOTE GEN GENERAL TSE;TE THICKENED SLAB EDGE WITH RATED STRENGTH OF AT LEAST 125%OF REINFORCEMENT BAR STRENGTH ARE REQUIRED FOR EDGE' 1%2" 1'-7" 2'-5' 4'-6" 6'-T 9'-3" 4 9 AND LARGER BARS AND MAY BE USED AT CONTRACTOR'S OPTION FOR#8 AND SMALLER BARS. 10" 2000PSI CENTER 1'-2" illy 1'-101, 2'-10' 3'4' 5'-1" HP HIGH POINT UNO;U.N.O. UNLESS NOTED OTHERWISE 2. FOR STEEL REINFORCEMENT OTHER THAN GRADE 60,MULTIPLY TABULATED DEVELOPMENT AND LAP EDGE" 1'-0" illy 2'-T 4'-0" 51-6' 8'-Y CMU WALL GIRDER BEAM HORIZ HORIZONTAL SPLICE LENGTHS BY THE RATIO OF THE REINFORCEMENT YIELD STRENGTH DIVIDED BY 60 KSI. 250OPSI CENTER 1'-0" 114' 11-8' 17" 31-0' 4'-7" VERT VERTICAL 3. STEEL REINFORCEMENT NOTED ON DRAWINGS AS OCCURRING AT EACH FACE(EF)OR LESS THAN HALF EDGE' T4" 1'-10' 7-10" 5%2" T-1" 10'-F INFILL BEAM INT INTERIOR OF THE NOMINAL BLOCK WIDTH AWAY FROM THE OUTSIDE FACE OF BLOCK SHALL BE CONSIDERED TO 1500PSI CONCRETE WALL BE LOCATED AT"EDGE"IN ORDER TO DETERMINE DEVELOPMENT AND DEVELOPMENT LAP SPLICE CENTER 1'4" 1'-9" 2'-T 14" 3'-10" 5'-1" INFO INFORMATION W/ WITH LENGTHS IN TABLE ABOVE. 12" 2000PSI EDGE' V-2" 1'-7" Z-5" 4'-6" 6'-T 9'-3" WALL BELOW ————— JOIST W/0 WITHOUT _______ 4. BARS SPLICED BY NON-CONTACT LAP SPLICES(CL TO CL DISTANCE>21NCHES)SHALL BE SPACED CENTER 1'-2" illy 1'-illy 2'-10' 3'4' 4'-5" K KIPS WWF WELDED WIRE FABRIC TRANSVERSELY A DISTANCE NOT GREATER THAN 1/5 THE SCHEDULED LAP SPLICE LENGTH OR MORE EDGE' 1'-0" 1'-5" 2'-T 4'-0" KSI KIPS PER SQUARE INCH THAN 8INCHES. 250OPSI WF(XX) WALL FOOTING(TYPE) CENTER 1'-Y. 1'4" 1'-1 Z'-7" 3'-0' 3'-11' "STEEL REINFORCEMENT BARS AT"EDGE'LOCATION SHALL HAVE 3141NCH CLEAR COVER PROVIDED FROM INSIDE FACE OF BLOCK TO EDGE BAR(2318"FROM OUTSIDE FACE OF BLOCK TO EDGE OF BAR)UNLESS DIMENSIONED OTHERWISE IN ■ BRPH DRAWINGS. www.brph.com Copyright 02024 MASONRY LAP SPLICE TABLE 3 Architects Engineers,Inc. NTS $2 1902033rd AVe W,Suite 500 State of Washington 04 wood,Washington,98036 Certificate of Authodzalion W Lynn 425-921 Architedure No.603235512 Engineering No.3137 nj SYM REVISION BY APPROVED DATE SYM RE',VICN BY APPROVED DATE DRAWN SUBTITLE CURRENT REVISION SYMBOL DATE V �yLEES1 ACCEPTABILITY KKB 10.09.24 10.09.24 CD 4` F WASk y�� CDK40-021 Al-A3 FREEZE RECOVERY REBUILD-IFP C259244 KKB BLS 10.09.24 O THIS DESIGN AND/OR CHECKED ABBREVIATIONS&LEGENDS S ECFCATION S APPROVED CMA 10.09.24 sHEET p, BOE/NG® ENGINEER RE S 2 1 APPROVED BY DEPT. DATE BLS 10.09.24 40-21 Al-A3 FREEZE RECOVERY REBUILD J1Uy o roYar BUILDING 40-021 L �Q(��2 119011 O,�Rw� APPROVED JOB NO. C259244 COMP NO. Q RAL� r srDxA �o APPROVED STRUCTURAL MASTER COL..9-3/A-B EVERETT OVA DwcNo. 40-021S2d