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02-509-105STRUCTURAL NOTES SMALL ATTAIN A MINIMUM i STRENGTH OF 4j000 PSI OR AS SWOiIN ON PLAN. MAXnJM SIZE OF AfsC4RECsATE$e 3/4' MAXPiU"1 PEIV116GIBLE SLUMP: 5' it A MNru'1 OF 5 CONCRETE 5PECII`06 SHALL BE TAKEN FROM EACH 50 Cil YARD$ OR PORTION THEREOF. SPECS SMALL BE TESTED ACCORDING TO Ab.TU i. C-33 %L&L CQFORM TO ASTM A-65 GRADE 60. RENFORCWx STEEL SMALL BE DETAILED AND FABRICATED ACCORDING WW TME TUINIAL OF STANDARD PRACTICE FOR DETAILM REIFORMD CONCRETE STRJCTUREB'. LAP CONTNJ0IUS REiPEORCIN 30 BAR DNA N BEAM6, 36 BAR DIA. N %A06. LAP BOTTOM STEL OVER %12PORTS AND TOP STEEL AT MIDSPAK MOOK ALL DISCONTMM TOP REWOWba TURN ALL CORNERS WTM 2 .5 X 4'-0' BARS CLEAR COMER FOR IIEIFORCNG SMALL BE- BEAMS E:BEA S AM COLUMNS SLABS IN, EXT. TOP: I V1' FORMED FACES N CONTACT WITH EARTH 2' UNFORMED FACES 3' PROVIDE 2 •5 X 3'-0' DIAGONALLY AT CORNERS OF ALL OPBNNCsS 1'-3' OR LARGER FOR OPENINGS LARGER TNLW 1'-3' DISCONT. BARS AT OPENING AND ADD EXTRA BARB EaRVALENT TO CUT BARB PLUS 50'% DISTRIMED HALF EACH SIDE OF OPBNDOL HOOK CUT BARS. _, 0 ' 1.! . STRUCTURAL STEEL: SHALL COFOR'1 TO ASTM A-36. BOLTS TO BE A-301. WELDNGS TO BE E-10. PIPE COLUMNS TO BE FILLED WTW CONCRETE AND CONFORM TO ADSM A-53 (Fy - 46 1451). ALL MASONRY WITS SHALL CONFORM TO ASTM C-90; STANDARD SPECFICATION FOR WO.LOW LOAD BEARWCs CONCRETE MASON RT UN". MORTAR COFOia1MG TO ASTM 0-210. TYPE 1'4'. GfHERAL- L PROVIDE P+OLTETWTLBNE M IRIBRAE FOR ALL SLABS ON GRADE MOM K 'AMUEENN). 2. SI -A86 ON GRADE TO WAVE V2' EXPANSION JOINT MATERIAL AROUND COLIMV$. 3. ALL M6AWWT WALLS ARE DESIGNED AS NON-BEARINYs WALLS AND SMALL BE ERECTED AFTER $LABS A80VE WAVE ATTAJNED FINAL DER ECTIONN. 4. DESIGN LiVE LOADS ARE AS FOLLOWS- ROOFS OLLOgbROOFS 30 PSF ALL CONCRETE EXP06M APARTMENTS 40 PW TO UEAT1 ER TO WAVE PUBLIC AREAS 100 POF IWJEATMER-PROOFNG ADMIXTURE X1 5 APO gALCiONES 100 PSF N CONCRETE MX SUBMIT SPECS: W1100- AS PER SOUTW FLORIDA 81111 NG CODE - ASCE 1-33. EXPOSURE 'C', V-110 MPN APF'RP✓ALB: L SUMEW" SHOP DRAWINGsS FOR REIEORGNG STEEL- POST TENSIONING AND SiORIiG A RE -SNORING DRAWINGS' PREPARED BY A FLA PE 2. SUIR11T CONCRETE MIX DESI44 4 PIT ELONGATION SNITS. 3. S BM1T LABORATORY (REPORTS FOR CONCRETE TESTS. 4. CWECKJNYs SWOP DRAWL NGIS 16 REaMWED. LINTELS: INTERIOR (ZONE 4) -MORE THAN 6'-0' FROM COMER (80 psf LATERAL) FOR OPENINGS UP TO 5' -0' -USE 8U8 -PRECAST FOR OPENINGS UP TO 6' -0' -USE IFS -PRECAST FOR OPENINGS UP TO 8' -0' -USE 81F8 W/IS -PRECAST CORNER (ZONE 5) &'-0' FROM COMER (134 psf LATERAL) FOR OPENINGS IIT' TO 5'-0' -USE 8U8 -PRECAST FOR OPENMCsb UP TO 8'-0'■USE 8'X8' W/2S -POUR - ALL LINTELS TO BE 4,000 PSI MINIMUM AS MANUFACTURER BY CASTCRE I E OR APPROVED EQUAL - PROVIDE CUTOUTS AT ENDS TO ALLOW FOR CONTINUITY OF VERTICAL REINFORCING - COORDINATE ALL OPENINGS WiTH WINDOW/DOOR MANUFACTURER POST -TENSIONING NOTES: I. ALL TENDONS 54ALL COFORI TO ASTM A-416, GRADE 210 STEEL, WiTW AN ULTIMATE STFWM OF 210 KSI, SEVEN STRANDS OF 05 IN. DIAMETER WNRE, SEATED. 2. FORMS SWOWN ON PLAN ARE EFFECTIVE FORMS AFTER ALL LOSSES HAVE TAKEN PLACE. 3. PROFILES SWAW ON PLAN ARE DISTANCES FROM BOTTOM OF SLAB TO CENTER OF GRAVITY OF TENDONS. 4. TENDON SUPPLIER TO SUBMIT DETAILED SWOP DRAW WSS WITH FORMS AND PROFILES, INNCLWNG B40O 1ER 4S CALCULATIONS. ALL SWOP DRAIIANGS TO BEAR THE SEAL OF A FLORIDA PROFESSIONAL ENNGNEER 5. RNW6403 4 24' 0-C, LOG HAIRPINS AT ALL TENDON WORiZONTAL OFFSETS. 6. COORDINATE ALL SLAB SLEEVES WITH MEC14ANCAL AND ELECTRICAL TRADES. NO SLAB CORING ALLOWED. 1. WATERPROOF ALL EXPOSED CONCRETE, 8. ALL EXPOSED TENDON END CONVECTIONS TO BE AN ENCAPSULATED SYSTEM. FORMWORK SWORINCs: L CONTRACTOR TO PREPARE DETAILED $MOP DRAWINGS FOR ALL TEMPORARY SWO06 AND ALSO RE-SMORWs DRAWING INDICATING THE TiME AND SEa ENNCE OF REMOVAL Ts ESE PLANS TO BE PREPARED BT A PROFESSIONAL EWxNEER AND SUBMITTED TO THE CITY FOR APPROVAL (&C. TO NMUDE COST N BID PRICE) FOOTING SCI-IEDULE MARK SIZE ? DEPTH IREiNF CNG RIEMAPKS W-8 8' 8' 1 •5 COM. T141 D EDGE MIF -16 16' 12' 2 •5 BOTTOM CONT. STEM -WALL FOOTING WF -24 24' 12' 3 •5 BOTT. COM., 04048' TRANSV. STEM -WALL FOOTING WF -36 36' I8' 4 • i BOTT, 4 •5 TOP, 5.16' TRANBV. STEM -WALL FOOTINCs UP -46 48' 18' 6 ' 6 SOTT, 6 •5 TOP, X5614' TRAN6V. STEM -WALL FOOTING WF -60 60' lv' 8 •6 BOTT, 8 •5 TOP, SOW TRANOV, STEM -WALL FOOTING, UP -12 12' 24' 8 • I BOTT, 8.5 TOP, %*12' TRANSV. STEM -WALL FOOTING OF -96 96' 36' 8 •9 BOTT, 8 •6 TOP, 61*12' TRANSV, STEM -WALL FOOTING OF -120 120' 38' 10 •9 BOTT, 8 • & TOP, 5012' TRANSV. STEM -WALL FOOTING Wri-16 f6' 12' 2 • 5 BOTTOM CONT. MONOLITHIC FOOTING Wh-24 24' 12' 3 •5 BOTT. CONT, 04048' TRANSV. M C*MITWIC FOOTING WM-36 36' IS' 4 • & BOTT, 4 •5 TOP, 5416' TRANSV. PIONOLiTHIC FOOTING W"1-48 48' I8' 6 •6 BOTT, 6 • 5 TOP, 5.14' TRANSV, MONOLITHIC FOOTINCs W'Mi-480A' 48' 18' 6 •6 BOTT, 6 •6 TOP, "14' TRANSV. MONOLITHIC FOOTINCs UM -60 60' I8' 8.6 BOTT, 8 •5 TOP, 510' TRANSV, MONOLITHIC FOOTING WM-12 12' 24' 8 •1 BOTT, 8 . 5 TOP, 16.12' TRANSV, MONOLIT14 C FOOTING WM-12'A' 12' 24' 8 • 1 BOTT. 8.1 TOP, %*12' TRANOV. MONOLITHIC FOOTINCs WM-96 96' L � u° & BOTT, 8 •6 TOP, 41012' TRANSV. MONOLITHIC FOOTINCs O • t Lk« F-4 4'-0'X4'-0' 16' 5 105 BOTT. EACH WAY F-5 50-01X5'-0' 18' 6 •5 BOTT. EACH WAY F-1 1'-00X '-0' 24' 9 • 6 BOTT. EACH WAY F-8 8'-0'X8'-0' 30' 1 • 8 BOTT. EACH WAY FC -8 8'-0'X12'-0' 30' 108 BOTT. LONG WAY, 1288 BOTT. SHOrT WAY, 1.1 TOP LONG WAY, 8% TOP SWORT WAY F-9 9'-0'X9'-0' 30' 8 •6 BOTT. EACH WAY § jSM F-10 10'-0'X10'-0' 36' 9 • 9 BOTT. EACH WAY F -I1 11'-0'X11'-0' 36' 12 • 9 BOTT. EAC44 WAY FC -11 11'-0'X14'-0' 36' tM BOTT. LONG WAY, 16.9 BOTT. SHORT WAY, 1201 TOP LONG WAY, 10% TOP SHORT WAY FC -11.1 I1'-I'X13'-3' 28' 508' TOP 4 BOTT. EACH WAY ELEVATOR FOOTING FC -ILIA' Il'-I'Xt3'-6' 28' SOI' TOP t BOTT. EACH WAY ELEVATOR FOOTING FC-t3b1 11'-0'X13'-8' 28' SOI' TOP 4 BOTT, EACH WAY ELEVATOR FOOTINCs F-12 t2' -0'X12'-0' 48' 12f9 BOTT. EA, WAY/ 901 TOP EA. WAY F-14 141-0'X14'-0' 48' 14.10 BOTT. EA, WAY/ 12.1 TOP EA. WAY Ji SEE PLAN FOR DIM. SEE PLAN FOR 04 0 24' SUPPORT BARS S (SAME ' AS MONOLITHIC FOOTING) MONOLITHIC; FOOTING I�: �r o t, WALL �IS BOTT. TYPICAL SLAB OPENING DETAIL SLAB RE INF. NOT SHOIIN d . • 30' HOOKS 2 • TYP 7 �0 NOTE: COL. BASE tIUST BE 5EARiNCs AT CAP R BEFORE WELDIWs • • • to 1/4' SEE PLAN FOR FOOTINCs REINF. OJEGTION DETAIL. REINFORCED i"1ASONRY NOTES -(AC) 530) I - ALL STRUCTURAL CONCRETE BLOCK WiTS SNAIL C4NFOR"1 TO THE 'STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS, ASTM C-90'. 2 - ALL WITS SMALL ISE WLT TO PRESERVE THE VERTICAL. CCWMTT OF TWE CELLS TO BE FILLED, AND TO MAINTAIN A CLEAR UNODSTIRJCTED CONTNOS VERTICAL CELL MAW04G 2 HCFEB BY 3 INCHES. 3 - CLEANOUT OPENINGS SMALL iSE PROVIDED AT TME BOTTOM OF ALL CEI I TO DE FILLED N ORDER TO VISUALLY INSPECT TME CO TNUOS FLOW OF CONCRETE. 4 - VERTICAL REINFORCEMENT SMALL BE WELD N POSITION AT THE BOTTOM AND TOP OF THE CELL TO BE GROUTED. MNMI M LENGTH OF LAP SPLICE - 48 BAR DIAMETER MAX" 1EIGMT OF LFM TO BE LIMITED TO 8A RT, MIGM. 5 - ALL CONCRETE USED FOR GROUTING SMALL BE GROUT (ASTM C-416) WITH A COMPRESSIVE STRENIGTN OF: 30M Pb t. AT 28 OAY81VO SLUMP) 6 - MORTAR ATRENGTM TO BE TYPE T1' OW IwAJJ 1 - ULTIMATE COMPRESSIVE MASONRY STRESS (110 TO BE AS FOLLOW1154 2¢00 PSI (ALL LEVELS 4 PARAPET)- BLOCK STRENNGTW •3125 - 14W 6TW4TH 8 - GROUTED CELL REINFORCING TO BE AS FOLLOWS: %048' VERT FOR FIRST FLOOR "48' VERT. FOR TYPICAL FLOORS PROVIDE 9 GA. LADDER TYPE HORIZONTAL RENF. • lWoa SLAB REINF. NOT SNOW 1/4' 1/2' EXP. JT. AROUND COL. PLATE: 11/4' X 12'X 1'-0' 2' NON-SMRINC GROUT ENCASE COL. 4 PLATE IN CONC. e • y. (4) 3/41#X8' LG. _ J L _ NILTI KWIK BOLTS (OR APPROVED EQUAL) (414e'#X4' 14b. STUDS i2X12X3/4' PLATE PIECE OF OVERSIZE STEEL - NOTE: STEEL COL. OR BUILT-UP fE is COL. MAY BE l3/8' MINA FABRICATED IN ONE PIECE. OMiT TYI*ICAI-FLOOR SLEEVE AT SECOND 6.VP. LEVEL AND HELD . 0 a CO.- PLATE. 12'Xi29X3/4l PLATE CsROI,ND SLAB PROVIDE Ib'XI6'X4' DEEP POCKET M SLAB - FILL OTN 4jVW PSI NON -SHRINK GROUT AFTER COLUMN ERECTION TOP FTG. TYPICAL STEEL COLUMN DETAIL REVISIONS BY i�euE fta remoT 02/26/02 QI 0-4-16-M 6.VP. ®19LDD6. VEPARTI` i CON�9 11-1"2 6.VP. 02 �5 b� °o • NO Q C)w sa AA '' Ofi _� O_j O Q LL • c� � iL Q Q CCQ °3 C3 L � u° O • t Lk« r «u 'c PO �O O� gib; § jSM CL• N ©oo �s �s U0:1 N N n_ O g u�' n 0 cn _ �u ni N „' <NN �nu� °- tioc>c� m m in 3 \ r TT-- i l u1 0 C_ 49 � • DRAWN CHECKED �___- • ___-- DATE SCALE _ AO+nwr JOB NO. ` SHEET .{"fit ••( 1 OF S - 5. ll