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05-1333-002FOOTING SCHEDULE a o a 0E- :E p 0 Z -j = o BOTTOM REINFORCEMENT REMARKS A B C TE8 B 8" CONT. 12" (1) #5 - — THICKENED EDGE F -1 A 36" 36" 12" (4) #5 (4) #5 — PAD FOOTING F -1A E 36" 36" 12" (4) #5 (4) #5 -- PAD FOOTING F -2 A 48" 48" 12" (5) #5 (5) #5 — PAD FOOTING F -3 A 36" 60" 12" (4) #5 (5) #5 — PAD FOOTING F -4 C 36" 72" 12" (4) #5 (6) #5 S. W. -- PAD FOOTING F -5 C 36" 69" 12" (4) #5 L.W. (6) #5 S.W. — PAD FOOTING WF -12 A 12" CONT. 12" (3) #5 #50148" o.c. — STEM WALL FTG. WF -16 A 16" CONT. 12" (3) #5 #50148" o.c. — STEM WALL FTG. WF -24 A 24" CONT. 12" (3) #5 #5®48" o.c. — STEM WALL FTG. WF -42 A 42" CONT. 12" (4) #5 #5024 o.c. — STEM WALL FTG TE -10 B 8" CONT. 10" (1) #5 - — THICKEND EDGE MF -16 D 16" CONT. 1 12" (2) #5 1 - — MONOLITHIC FTG FOOTING TYPES: LW= LONG WAY SW= SHORT WAY B .B B — T —E A A LN�-A q A TYPE-A TYPE -D NOTE: PROVIDE 2 #5 CORNER BARS FOR MF16. BENT 30" EA WAY 0 ALL CONT WALL FOOTING CORNERS. COLUMN SCHEDULE y `5 REINFORCEMENT STEEL COLUI SEE SCHEDU 3/4" THICK BASE PLA W/ 4- 3/ EXPANSION ANCHO MIN EMBEDMENT Q. PLAN q 116 VERT. IN EACH BLK. CELL FlLLEO W/ 3,000 PSI GROUT AS SHOWN ON PLAN 8 "x8 "x16" CMU MASONRY WALL w/ 9 GAUGE LADDER TYPE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE. ALL SPLICES SHALL BE A MIN. 48" BAR DIAMETERS 4" REINFORCED CONCRETE SLAB WITH 6x6- W1.4xW1.4 TE10. SEE FTG SCHEO WELDED WIRE MESH LOCATED 0 MID SLAB OVER FOR SIZE & REINF. VAPOR BARRIER ON CLEAN WELL COMPACTED TERMITE TREATED F d I I I I PROVIDE VAPOR BARRIER _r'. 9-1=311-1 014 TVA III �' • ..': • • '.• �' � . STEM WALL FOOTING r" �.• • :' �: = - (SEE FND PLAN & FTG SCHEDULE) I I 3 CLEAR COVER SECOND POUR 1" LEVELING GROUT p. 4" HREAD LENGTH & ELEV. = of-Opp . Ji-- Ii-- 1�i1- r- al-- -i{•+ii- �itF- ,- ib- •-- Ik• --iF— air- .•11 -.' J 1.-:•=i1�- M-= -1F+' 11•= 1f, =if L . if• r, li - • \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \. . VAPOR BARRIER .: • . ,. ' / \�/ 3" CL R OMPACTED FILL .SEE\ FOUNDATION PLAN FOR SIZE & REINFORCEMENTS. SECTION SCALE: NTS S -1 Q -jD- DIMENSIONS REMARKS o>- VERTICAL HORIZONTAL STEEL COLUMN - CONCRETE FILLED SCI A TS 3.5 "x3.5 "x1/4" — — NOTE: NO HOLES ALLOWED IN STEEL COLUMN AND PLATES OTHER THAN 1/4" PRESSURE SC2 A TS 4 "x4 "x1/2" — — RELIEF AND BOLT HOLES. Fy =46KSi Cl B 8" x 12" 4 - #5 #3 ® 8 "o.c. CONCRETE COLUMN MASONRY BLOCK COLUMN C2 C 16" x 16" 4-#6 - GRADE 60 IN 3000 PSI GROUT FILLED C3 B 8" x 13" 4 -#5 #3 0 8 "o.c. CONCRETE COLUMN C4 B 12" x 16" 4 -#6 #3 ® 8 "o.c. CONCRETE COLUMN C5 E 8" x 18" 6 - #5 #3 0 8 "o.c. CONCRETE COLUMN C6 E 12" x 20" 6 -#6 #3 0 8 "o.c. CONCRETE COLUMN C7 E 8" x 21" 6 -#6 #3 ® 8 "o.c. CONCRETE COLUMN C8 B 8" x 8" 4 - #5 #3 ® 8"o. c. CONCRETE COLUMN C9 D AS SHOWN 8 - #5 #3 0 8 "o.c. CONCRETE COLUMN C10 B 8" x 16" 4 - #7 #3 01 8 "o.c. CONCRETE COLUMN C11 E 12" x 21" 6 -#6 #3 0 8 "o. c. CONCRETE COLUMN Cl2 F AS SHOWN 8 - #5 #3 411 8 "o.c. CONCRETE COLUMN C13 G AS SHOWN 10 - #5 #3 01 8 "0.c. CONCRETE COLUMN C14 H 8" x 37" 10 - #5 #3 01 8 "o.c. CONCRETE COLUMN C15 E 8" x 16" 6 - #7 #3 ® 8 "o.c. CONCRETE COLUMN C16 B 8" x 16" 1 4 -#6 #3 01 80o.C. CONCRETE COLUMN COLUMN TYPES: lz- #3 HAIRPINS 16� 4.. ® O O 4„ N 04 ti 28„ � 18,. T - 16,. - -t�- TYPE -B TYPE -C TYPE -0 TYPE-E TYPE-E TYPE=Q TYPE-11 FOUNDATION NOTES SYMBOL []j 4" REINFORCED CONCRETE SLAB WITH 6X6 - 1.4x1.4 WELDED WIRE MESH LOCATED ® MID. TO UPPER THIRD OF SLAB OVER 6 MIL. VAPOR BARRIER ON CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER. MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOOR SLAB SHALL BE A MAXIMUM OF 3" DIAM. ® PROVIDE (2) #5 x 4' -0 "Ig CORNER CRACK BARS 0 ALL CORNERS OF SLAB (AS INDICATED ON PLAN). © 1#6 REINFORCEMENT BAR GRADE 60 IN CONC. FILLED CELL AT ALL CORNERS, NEXT TO ALL OPENINGS, AND 40 "o.c. OR UNLESS NOTED OTHERWISE. ® 8 "x8 "x16" CONCRETE MASONRY UNITS WITH NO. 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT EVERY OTHER COURSE (16" ON CENTER VERTICALLY) 5@. COMPRESSIVE STRENGTH OF CONCRETE FOR SLABS. FOOTINGS SHALL BE 2,500 PSI a 28 DAYS. Fra]VERIFY SIZE AND LOCATIONS OF ALL WINDOW /DOOR OPENINGS AND OPENINGS IN SLAB WITH ARCH. DWGS. Q ®= INDICATES COLUMN TYPE AND START OF COLUMN. REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. Q) = INDICATES COLUMN TYPE AND CONTINUATION OF COLUMN REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. ® = INDICATES COLUMN TYPE AND END OF COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. SOIL STATEMENT AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND & ROCK WITH A MIN BEARING CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON. SEE F.B.C. 2001 EDITION SECTION 1818.2. NOTES: THE FOUNDATION HAS BEEN DESIGNED BY RATIONAL ANALYSIS SO THAT THE PRESSURE DUE TO COMBINED DEAD LOAD, LIVE LOAD AND WIND LOADS (ECCENTRIC OR OTHERWISE) DOES NOT EXCEED THE ALLOWABLE SOIL. BEARING CAPACITY (2,000 PSF). THE USE OF TRANSFER BARS HAS BEEN ELIMINATED PER RATIONAL .ANALYSIS. 1 11111 lil VAPOR BARRIER COMPACTED FILL WALL FOOTING DETAIL i" PREMOLDED JOINT f STEEL COLUMN SC2 1" THICK CONC. 2ND POUR 4" CONC. SLAB- 1" EXP. JOINT FINISHED FLOOR \ 12 "x12" CONC. COLUMN PEDISTAL REINF. W/4#6 VERT. #3 TIES 08 "o.c. & 12" HOOK INTO FOOTING & 5" HOOK 0 TOP OF COLUMN. FILLER f r -x xr : :•. '- 0 - 8 "X10" CONCRETE CAP BEAM REINF. W/1#5 111 -1�1 ITT= CONT. ;05048"o.c. 100 •• •'• —6 �Ill�l =rj -f Y r�=_'ffl L j IIl- SECTION 4 SCALE: NTS S -1 �.'. :. 12 (SEE SCHEDULE FOR SIZE & REINF.) � W J - Y r J 1- #5 CON T. 6 X6 - W1.4XW1.4 ----� THICKEN (REFER TO F00 FOR SIZE AND REINF.) SECTION 2 SCALE: 1/4"=l'-O" S -1 /--1" THICK CONC. 2ND POUR ELEV. =O' -0" 12 "x12" CONC. COLUMN PEDISTAL /-REINF. W 4#6 VERT. #3 TIES 68 "o.c. & 12" HOOK INTO FO TING & 5" HOOK 0 TOP OF COLUMN. SECTION SCALE: NTS 0 2a FOOTING. SEE SCHEID. FOR SIZE & REINF. SEE SCHED. 1 /4" TYP. �TYP. 1 /4» 3/4" THICK BASE PLATE �- (4) 3/4" DIAM. x 12" LONG J BOLTS w/ 3' HOOK WELDED TO BASE PLATE STEEL COLUMN BASE DETAIL N.T.S. Alex Ikon dra t & Associates, Inc. STRUCTURAL ENGINEERS Alex Kondrat - P.E. #58086 12900 SW 128 Street, Suite 104 Miami, Florida 33188 �� Ph. (786) 293 -2888 Fax. (786) 293 -�8Y81�G �►�rtrr +r ;' REVISION BY 0 ARCH R EMSION LLP Id W z 0 0- Pe Q d.. r-- M D Qfz 0 L Q Q P- W LLJ U) N 00 U) CD In L M rn I d- x 0 n 0 �r 0 _ 0 0 I-- z Q ° o �° 0 CA 0 J LL- .0 Q ::D (n IZ_ N a� a o 0 U 0 �W ° J U z o O_ ° ot FA U) Ld Q U L U 0 E 0 Q rn N DATE 05 -06 -05 SCALE AS SHOWN DRAWN JC JOB 0504 SHEET S-1 A SHEET 2 OF 6 REG. No. 10, 154