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Home My WebLink AboutSLAB PILE GRADE BEAM PLANrevisions no. date "6" CONCRETE I - #5 CONT.BLOCK WALL FULL 453END #4 "Z" BAR a 12" O/C EXTEND INTO SLAB ND BEYOND TOP BAR 30" 6" GONG. 5LABMIN. 5H.W.R. REGE55 2 # 4'5 BOTTOM ° 45 DOWELS 6 12' O/C 1 #5 CONT. d d Z 0 Q 5LAB REINF., _ 5EE PLAN. �t Ad BEAM REINF., SEE J, 5LAB REINF, SCHEDULE. BTM. OF GB-1, SEE PLAN. PILE DOWELS, 5EE BEYOND Sr 6" GONG. 5LAB 14" AUGERGA5T 1211 PILING I6" O BEAM @ 5HWR. RECE55 C 5HOWER DROP (2) #4 e" CONCRETE #5 TOP STEEL (F.L. PERIMETER) BLOCK WALL OVER INTERIOR GRADE BEAM (5EE PLAN) #4 ®I6" x 4'-0" q0° HOOK TYP, ENTIRE , I I ° BEAM REINF, 5EE 5GHED. - 5LAB REINF., 5EE PLAN. PERIMETER I ° 5LAB REINF., ° I 5EE PLAN. i 6" GONG. SLAB (EXCEPT GARAGE) 5TIRRUP5, 5EE 5GHED. PILE DOWELS, 5EE 7, 5GHEDULE. 14" AU&ERCA5T PILING O OB-1 6" GONG. SLAB GRADE BEAM, ° SEE PLAN. ° 1 °d 14" AUGER0A5T PILING PILE 190W0_51 5EE 5GHEDULE. �OB-51611 30" MIN. I. I. 30" MIN. 6" GONG. SLAB d ° d �t STIRRUPS, 5EE 5GHED. al BEAM REINF., 5EE 5GHED. PILE DOWELS, 5EE SCHEDULE. 14" AUGERGA5T PILING O OB-2 5LAB REINF., 5EE PLAN. EAM REINF., 5EE 5GHED. 6" GONG. 5LAB A^„ 1 1/2" BLOCK OR _ FRAME WALL RECE55 ONLY WHERE NEEDED. (5EE PLAN) a=24 -77 5LAB REINF., 5EE PLAN. -SCHEDULE "Z" AR5 TO ATGH PILE DOWELS, 5EE SLAB 5TL. L P 5GHEDULE. 3'-0" MIN. BEAM REINF., 14" AU&ERCA5T 5EE 5GHED, 1611 PILING O OB- I I I I I I (1) - #i VERTICAL I I I FULL DEPTH OF PILE I I I EXIST- GRADE 0 I O Bm ADD #5 q0° BEAM 5TL.- SEE SGHED. CORNER BARS a ALL BEAM 5TL. LOCATIONS RADE BEAM TO GRADE BEAM (�4ENDINO D I AORAM (TYP.) GONG. OR MASONRY m COL. X w I LL MATCHING DOWELS O 4e BAR VIA. MIN. GRADE I W/ 5TD. HOOK5 1 LU I `a _4_ j -, 3" COVER p d J 4" TO FTC. Y I° 5TL. LU o I PA REBAR 5EE FTNG 5GHE19. EDGE BAR5 ALWAY5 w REMAIN. SPACE OTHER5 z EQUALLY 5EE 5GHED. 0150LATffb 5PR AD RECE55 2" LARGER � 1 4 STEEL COLUMN THAN BASE PL. ALL I I AROUND,DEPTH A5 I ANCHOR BOLT5 READ. FILL W/GROUT I dBASE PLATE III 5EE 5GHEDULE I I 11 d° 5LAB REIN 5EE PLAN. ° ° ° ° ° ° 6" GONG. 5LAB, 5EE PLAN d 5GHED. FOR PAD OR GRADE BEAM INFO. BELOW COLUMN RECE55 O i=11 IIFII IIPII nn n n�i n �n� • � . 1 Ill 11 11 r - r VERTICAL W/ #4 612" O.G. _ I I I I I I I I I L-L1 I I I I I I I I I I I I ;rye' o r-ri C4 014- I I I L_L-1 I I I I I I I I I I I I I I I r-r_T I I I - ~ SEE SOILS REPORT 14" B.O. PILE 26'-1 1/2" 12'-8" A GB-1 AV- r- T - ----T--_- I B I I IC$ I I I I III I I i N PPROPERTY L I NE I ___1 I N 1 I m I I - Q @2 Cr- PPROPER7Y LINE i � I L� - L PILE & GRADE BEAM PLAN GRADE BEAM/SLAB NOTES: I. FLOOR SLAB THICKNE55 $ REINF. TO BE PER PILING PLAN ON 6 MIL V15QUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED FOR TERMITE5. 2. ALL REINFORCING STEEL TO BE GRADE 60. 3. GRADE BEAM AND PILING DE516N BASED ON GEOTEGHNICAL REPORT PROVIDED BY A FLORIDA RE015TERED GEOTEGHNICAL ENGINEER. ALL 51TE PREPARATIONS $ DRAINAGE RECOMMENDATIONS MADE IN THE 51TE SPECIFIC GEOTEGHNIGAL REPORT MUST BE 5TRIGTLY ADHERED TO. TYP I GAL AUGER PILE 4. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING GROUND. 5. 5LA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. 6. 5PLIGE5 SHALL BE 45 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION. CORNER BARS SHALL BE 4& BAR DIAMETERS EACH. WAY. 1. CONCRETE FOR GRADE BEAM AND 5LAB5 SHALL BE 5000 P51 MIN. MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 0.55. 5. 50HEOULED HOOP5 AND STIRRUPS SHALL BE PLACED AT EACH END (E.E.) OF BEAM OR THROUGHOUT PILING NOTES: (TO.) BEAM A5 INDICATED ON BEAM 50HEDULE. 5TIRRUP5 SHALL BE TYPE 5-6 AND HOOP5 SHALL BE TYPE T-2 TYPICAL OR51 BAR BEN05 UNLE55 OTHERWISE NOTED. I. PILIN65 TO BE 14" DIAMETER BY 25'-0" MIN. LENGTH OR REFUSAL q. ALL GRADE BEAM (MARK "65) BAR5 SHALL BE GONTINUOU5 UNLE55 OTHERWI5E NOTED.ALL 5PLIGE5 DE51ON CAPACITY - 45 kips. ALL SHALL BE IN ACCORDANCE WITH A.G.I. 543-00. TO BE A MINIMUM OF 45 BAR DIAMETERS. REINFORCING = (1) #1 x FULL DEPTH CENTER K/ (5) #5 VERT. GAGE 8 #4 TIES a 12" O/G AS NOTED IN DETAIL. EXTEND 15" ABOVE T.O.P. ELEVATION. T.O.P. ELEVATION5 ARE EXPRE55ED + OR - FROM FINISHED FLOOR 10. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER 5UPPORT5 WITH TOP BARS FROM DATUM 0'-0" ADJACENT BEAMS. (UNO). 2. AUGERGAST PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT AUGER INTO THE 11. ALL ADDED LOGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO SUPPORT UNLE55 GROUND TO A PREDETERMINED PILE DEPTH. HIGH 5TRENGTH GROUT SHALL BE PUMPED WITH 5UFFIGIENT OTHERWISE NOTED. PRESSURE AS THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE GROUT INTO SOFT OR POROUS ZONES OF THE 5URROUNDING SOIL. 12. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT BEAM SHALL A HEAD OF AT LEAST SEVERAL FEET OF GROUT ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND EXTEND THRU SUPPORT AND LAP WITH A CLA55 "A" TENSION LAP SPLICE ON EITHER SIDE OF SUPPORT. THE PERIMETER OF THE AUGER FLIGHTING AT ALL TIMES DURING THE RA151NG OF THE AUGER 50 THAT THE HIGH-5TRENGTH GROUT HAS A 015PLACINO ACTION REMOVING ANY L005E MATERIAL FROM THE HOLE. TH15 METHOD OF PLACEMENT SHALL BE U5ED AT ALL TIMES AND NOT BE DEPENDANT ON WHETHER THE HOLE 15 15. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 5UFFIGIENTLY STABLE TO RETAIN ITS 5HAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. SLABS ON VAPOR BARRIER - 3/4" BEAMS AND COLUMNS -1 1/2" 3. AUGER GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 P51 AT 2& DAYS. 5EE FORMED CONCRETE BELOW GRADE-2" CONCRETE NOTES FOR ALL OTHER CONCRETE. UNFORMED CONCRETE BELOW 6RADE-3" E 7- �� SLAB & COLUMN PLACEMENT PLAN ALL 5ETBAGK5 WERE PRE NOTE' APPROVED THROUGH THE 5T. LUGIE WEATHERING AREA PER TABLE 501.2.(1) COUNTY ZONING DEPARTMENT WEATHERING: NEGLIGIBLE TERMITE: VERY HEAVEY G.G. TO FIELD VERIFY ALL FINAL R15ER HEIGHTS WITH FINAL GRADE DOWN TO NOTE TO BUILDER: MA50N: EXACT MA50NRY OPENING 51ZE5 ARE TO BE OBTAINED FROM BUILDER BEFORE CONSTRUCTION DUE TO VARYING MANUFACTURER M.O.'s. SEE FLOOR PLAN FOR WINDOW PLACEMENT AND LABELING. PAVERS BEFORE CONSTRUCTION NOTE TO BUILDER: VERIFY ALL DIMEN51ON5 AND ANGLE5 SHOWN WITH 51TE SURVEY INFORMATION BEFORE CONSTRUCTION COLUMN SCHEDULE MARK 51ZE TYPE DESCRIPTION exe GONG. BLK. W/1 FULLY GROUTED CELL W/145 VERT. EA. CELL G-1 BLOCK 0 &-0" O/C MAX. OR A5 LOCATED ON PLANS 6x16 C-2 BLOCK GONG. BLOCK W/2 FULLY GROUTED GELL5 W/145 VERT. EA. CELL ex12 RINKER T32q OR EQUAL C-3 BLOCK GONG. "0" BLK. FULLY GROUTED W/245 VERT. 6x12 RINKER 732q OR EQUAL C-4 BLOCK GONG. "0" BLK. FULLY GROUTED W/246 VERT. ex16 GONG. BLOCK W/2 FULLY GROUTED GELL5 W/246 VERT. EA. CELL C-5 BLOCK (2)BAR5 EACH FACE 5x16 C-6 BLOCK GONG. BLOCK W/2 FULLY GROUTED GELL5 W/146 VERT. EA. CELL 3-1/2"x3-1/2"x1/4" PROVIDE STEEL GAP PLATE AND 5ADDLE A5 NOTED ON DETA15 G-7 TUBE 5TEEL BA5E PLATE 6" x 6" x 516" W/(4) 516" DIA. W.A. W/4" MIN. EMBED G.G. TO VERIFY ALL FOUNDATION DIMENSIONS AND FINISH FLOOR HEIGHT WITH SURVEY INFO BEFORE CONSTRUCTION SLAB: POURED CONCRETE 5LAB OVER (5EE SLAB 5PE05) OVER APPROVED VAPOR BARRIER AND WELL COMPACTED (TO q5 %) GLEAN AND TERMITE TREATED SAND FILL. NOTE TO BUILDER: ALL MA50NRY RETAINING WALL5 SHALL BE GROUTED SOLID BELOW SLAB LEVEL GRADE BEAM SCHEDULE MARK 51ZE REINFORCING #3 HOOP5 OR 5TIRRUP5 REMARKS / DETAIL TOP MID BTM GB-1 16"x24" 2#6 2#5 2#7 #3 DIA STIRRUPS ® 10" O.G. TYP• EXT WALL DETAIL A, D GB-2 16"x24" 2#6 2#5 2#7 #3 DIA STIRRUPS a 10,10.0. TYP. INT WALL DETAIL B GB-3 1611xl6" 2#6 - 2#6 #3 DIA STIRRUPS ® 6" D.G. PORCH DETAIL C 6B-4 I6"x16" 2#6 - 2#6 #3 DIA STIRRUPS 6 6110.0. 5TEP DETAIL P GB-5 I6'xlb" 3#5 - 3#5 #4 TRANSVERSE ® I8" O.G. DETAIL 5 designed PAR drawn PAR checked 55 date 11/25/21 scale 1/4" = 1'-0" U.N.O. job no. 21-0041 . Low Q11A QUANTUM ENGINEERING ASSOCIATES INC. • Structural Engineering & Cost Segregation 6415`LAKE WORTH ROAD � SUITE 105 1 GREENACRES, FLORIDA 33463 in `•"•' ^�1SSOCIATES.COM ttM.STgM��., :zP? r, E"sFe9G�: Digitally signed h.' No 618'0 '. Z by Shawn :Z••. ST E OF Stambaugh ,�•'SS�ONlow" Date: This'i hasbeenelectronically ignedano=eaeeda hown=,mg 2021.11.29 ba gh, , th d h wn sing s oigtral signature. o Priniedcopiesnfthisdocumentare 21:24:10-05'00' -^n,,dered �! signed and sealed and the signature most be verified on any electronic copies Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 N N W 1 U Q -2 Z W Z0 Q Q 0 J C� � N U) w J� � ZD s� I ' I 0 - w UJ oU o ZD 0 0� J J C/) project TEXT A: 6" CONCRETE SLAB W/#4 ® 12" O.G. E.W. BOTTOM AUGERGA5T PILE - 14" DIA. x 25' LONG TYP. NOTE: BUILDING SHALL HAVE PRE-GONSTRUGTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES PER FBG 1516.1.7 REINFORCEMENT LEGEND: A) #4 X 4'-0" LG. TOP BARS a 15" 0/0 Wl AGI 57D. HOOKS a ENTIRE PERIM. (TYP) B) (2) #4 F.L. TOP, TYP. a ALL GB-5. G) #4 X 5'-0" LG. TOP BARS a 12" OlC D) #5x8'-O" LO. TOP BARS a 12" O.G. J Z _ J W U � Z O W - z Z us Z L7 0 (A Q W v Z U_ l7 111 L11 drawing SLAB, PILE & GRADE BEAM PLAN sheet S-1