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<br />BE frN FOR THE MAXIMUNI FORCES, LINCILIDING 11PLIFT), RECTIFIED FIFTHS 2010
<br />EOMBN OF THE FLORIDA BUILDING CODE DESIGN WIND LOAD ING IN ACCORDANCE
<br />WITH ARCE 7-1 0
<br />1 8 -EWINDSPEEI)m IWMINH
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<br />. STRUC-URE IS DESIGN ED AS (NON-5ELF SUPPORTING) STEEL FRAY,
<br />THE GENERAL CONTRACTOR ANDIOR SUBCONTRACTOR SMALL PROVIDE ALL
<br />BRACING AS REQUIRED TO MAINTAIN S-RUCTURAL STABILITY OF ALL
<br />; ELEMENT S ING-UDING, SUI NOT ILMLTED 70 STILE FFI WALLS, BEAMS
<br />C)UN%Si=-MEASAL1GTEF FR.NVETOWAL. C.OST&CTESISANDMEIAL
<br />LL DIAPHRAGM CONNECTIONSARE i-OMPLETED
<br />THECONT CTOR SMALL CAREFU ILLY STUDY AND COMPARE THE CONTRACT
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<br />AN CA ECIURAL STRUCTURAL CN�L,MECHAN�;ALANDEL�Cil�EA,TRAVES
<br />iNf.i_UFRN DFTAj ANDDIMENSIONS ANY DISCREPANCIES BETWEEN DRAWINGS,
<br />DETMI-S,L)IMENSIONS ETC, S)HALLOEBROUGHT TOTHEATIENTIONOF THE
<br />ARC ITECT IMMEDIATELY UPON DISCOVERY AND PRIOR TO COMMENCING
<br />EGNPI-PLICTCH OF THE AFFECTED AREA DO NOT SCALF ORAWNGS FOR DIU171ISTONS
<br />NOTFROVIDED REFER TO THE ARCHITECTURAL DRAWINGS FOR DRIENSIONS 'NOT
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<br />THEN ORMATION rONTATMEDiN 7Hr STRUCTURAL DIRAWINGSIS INFSELF
<br />:NCOMP: STE AND SHALL MUSED IN CON �UNCTON WITH ALL CONTRACT DOCUMENTS
<br />NCI.LIM 6 THE WRITTEN SPECIFICATION, ISSUED IN CONXNTI WB`H THE
<br />DRAWINGS ANU ALL REFERENUED CONST RUCTIUN MATERIALS INSTITUTE OR
<br />ASSOCTATJO4 SPECIFICATIONS, STANDARD PRACTICES. CODES ETC.
<br />SPIECffTCA7 WINTS INDICATED IN THE S� RUCTURAL CONTRACT DOCUMENTS ARE To BE
<br />CONS bEkM MINIMUM ACCEPTAHL F CAITERIA AND MAY BE PUPFRSEDED By MORE
<br />STRINGENT OR IERIA RECUREU ASA PART OF ', HE ARCHPFC [URAL CONTRACT
<br />DOCUMIENTS
<br />SE - TOMS AND DIFTAiLS ON THE DRAWINGS ARE IN'TENDED TO BE TYPICAL AMC) SMALL
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<br />SHA-1 L ' IMMEDIATELY AFTER THE DISCOVERY Ot8icr` SITUATIONS THE
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<br />CONTRACTOR SHALL CONTEACTIME ARCH RECT�EFIGINEER FOR GUIDANCE. THE
<br />MONTLE -Til,NGIFFEER SANG SMALL REMAIN THEfINALAUTHORITY FOR
<br />TNTERPRETATKFI OF -FIE DOCUMENTS IN SCrUAC'TONS OF CONFLICT
<br />REFERTO -HE ARCHITECTURAL DRAWINGS FOR FTWSHED F; BOB ELEVATIONS, SLOPES
<br />AND LOCAT OR OF DEMESSEDAREAS COMPARE Wall STRJ�TUAAI, PLANSAND
<br />�IAILSMD REPORT ANYDISCREPANCIEZ TO THEARCit PROR TO �ABRICAO ION
<br />OR �NSTALLATION OF STRUCTURAL WORK
<br />AL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCEWITH THE 2EICIEDMON
<br />or THE FLORIDA BU# END CODE AND Tor WRITTEN SPECIFICATION BOOKLET ISSurn
<br />WITH THE DRAWINGS
<br />THE SAFE Y OF THE WGR�RSANU THE CONSIRUCTION SHE IS !HE SOLE
<br />R SPONSZtLiTYOFTME CONTRACTOR NEITHER THEARCHITECTFLOR THE
<br />STRUCIU04LENGINEERZHALLMH UOUAIH I FOR ACCIDENTS DURING
<br />CO STRUCTION OF THE PROJECT THIESED CUMENTSDO NOT INCLUDE PROVISI N S
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<br />VISIT �
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<br />E SURING CONFORMANCE WITH ALL 05HASTANDARDS .OBSTE , By THE
<br />E I'UNEER 141ALI NOT CONSTITUTE APPRCVAL,AWAP1NFSS OR I MILITY F OR ANY
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<br />THE BUILDING AMU U'S COMPONENT PAR IS OUR ING ALL PHASES OF CONST RUM !ON
<br />THIS INCLUDES, BUTZ NOT LIVBTEDTO THE ADDITION Of MY NECESSARY
<br />I E ORARYBRAJ.'ING GUYING SHORING. TIE DOWNS ErI THAT MAYBEREGUIREV
<br />TO RESIST FORCES APPLIED DURING CONSTRUCTION INCLUDINGWND,
<br />C TH CONTRACTOR SHALL EXERC SE SUCH MEASURES AS ARE REQU RED TO PRO TErt
<br />ACTUOTNiNGPROPTATY STRTiCTurfs rACILTT1ESA1IDUT4; TIESPROM DAMAGE DURING
<br />CONSTRUCTION
<br />i IN GENERAL CONTRACTOR SHALL ��TLO VERIFY k DMENSIONSPRIOR-0
<br />BE HNNINGCONSTRUCTICIN THE CONTRACTOR 'H�LL COORDIFINFEA11 DIMENSIONS
<br />MDEL�ATIO�4SWTII�EAR�hffEr�R�,LDRAINN��,
<br />2 IKE CONTRACTOR SHA-L BE RESPONSIBLE FOR THE PROPER VI,StGN AND
<br />CONST UCTION OF Al, NECESSARY FORMINCIRK SHORING RF�HOR 0 AND
<br />ON ERPTNTNIN6 WHICH 15 REOUIREU TO SAFELY CORSI RUGI THE STRUCTURE ,HE
<br />CON MACTOR;5 RI-SPONSiBLE FOR ANY DAMAGE CAIISUO MY 7HETNS7ALLA7TON nF
<br />AN TEMPORARY SHURING ANUOR UNDERPINNING, THE DESIGN OF AN REQUIRED
<br />TORMWORK SHORING RFSHGRRJG,VN0FRPiHN;NG Err. P"kil REPROVOFTFTYA
<br />PROF SSIONAL ENGINEER CURRENT REGSTIERED IN THE STATE OF FLORIDA
<br />,WH,SE-RANit�GANE,PP,ACTtCEFKPrRprNcEtS$TRIICT ' ENGINEERNOT
<br />'U'A
<br />DESUCNCALUU ATIONSAFIVEREUMNDRAWING(WHICHSH L ' HIS SEAL
<br />A' BEAR
<br />SONATUR AND THE DATE, SHALL BE SUBMITTED TO THE ARCHITECT AND
<br />RESMONSIBLEMP: INGAUTHOPPY.
<br />3 TRECON RACTOR HAS THE FU: I RESPONSIBILITY FOR PROVI�NG MY AND AL:
<br />BR CiNGNECESSMY-�OVAN-�AiNSTAB;I.TYA14DSTRUCTURA� MTEGRITYOFIAIALLS
<br />DURINGCONSTRUCTIO4 RETAINING WALLS UP ANY) SHALL BE BRACED PRIOR TO AND
<br />DURING AT.- COMPACTING AND BACKMLING OPERATIONS
<br />� IlOtAODIFICATIO.OFAN'Y�RUMUR.LLIEPAMRSH�LSEPERt.19TEOINIIHOUTFIRST
<br />0 TAINNO NOTIFICATION IN WRITING FROM. THE STRUCTURAL ENGINEER THAT SUCH
<br />-
<br />MODIFICATION TS PF RMISSIBil TINS INCI.UDES ANY NIODIFECATPONW810f MAY
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<br />� DRAWINGS ARE AN AID FOR F IELD PLACEMENT AND ARE SO PERSEDED By TH E �
<br />IETURA: DRAW S IT SHALL BE THE RESPONSIBTLITY OF THE CONTRACTOR 70 MAKE
<br />AIR TM�_'ALL C' STRUTC ION IS 94 FULL AGREEMENT WITH THE LATE I STRUCTURAL
<br />ON
<br />NINGS REVIEW OF SHO FABRICATION ME ERECTION DRAVITNEIS HYTHE ARCHITECT AND
<br />"
<br />rCTURA; - SNOW EER' FCR COORDINAT ON OF REVISIONS INTERPRETATION REQUES75
<br />FOR VERIFICAT Or THE fA8R1CATOR-S UNDERSTANDIRG OF MAJOR DESIGN
<br />JTREMENT S ITTITHE RESPONSIBILITY Of THE CONTRAMD TOAPPROVEFORSAMEAS
<br />�E AND IN ADDITI N, TO REVIEW FOR DETAILDESPON REQUIREMENTS AND DIMENSIONS
<br />EVIE�iWTLL N GTO VER DiMENSONS OR DETAIL DESIGN REQUIREMENTS. SUCH AS
<br />0
<br />�THTS OUMTLTIE� ETC THIS REVIEW NEITHER GUARANTEES THAT THE SHOP DRAWINGS
<br />CORMEG_ NOR INFERS THAT THE SHOP DRAWINGS SUPERSEDE THE STRUCTURAL
<br />NINGS A`E REVIEW WLI NOT CGMMIENCE UNTIL ALL OF THE FOLLOWING REQUIREMENTS
<br />SATISFIED'
<br />PAPER SO SMELT AL S, SUBMIT-ALS SHALL INCLU DIE ONE SET OF REPRODUCIBLES 8
<br />TIN SETS OF PRINTS For REIIIEW AND FILE IN AF OFFICE THE REPRO DUCIGL FSVVII L
<br />SEVARKEDTO NOTCATE AMYNOTED DISCREPAN CUES MILFOR 5RRCRS THE
<br />FIFF'ROETUGMILESWI I THEN BE RETURNED TO THE CO NTRACTOR FOR PRINT ING or
<br />DSTRNUIION SE15FUR THE OWNER. CUNT RAGTOR, SUB-CONTRACI ORS ETC
<br />FIFCTqo CS118mrETALS ELECTRONTCSUMMITTAISSYLATI INCIMEOPIF
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<br />8 RED4lt4rDE;E�R�IN$CA"'eA�,R�,�NCC-MMEt4T,S AN D Wi � BE RE" `UIF D
<br />ELECTRON CALLY TO THECOMIRACTOR FOR ENSTRIBLITION ,TO 11FECIVAI
<br />CONTRACTOR. SUB-COM-PACTORS, ETC
<br />NOTE SUBM TALS MADE IN ANY FORM. OT ERTMAN THAT REQUESTED A BOV E WILL
<br />5 REJECTED AND WILL BE RETURNED TO CONTRACTOR WITHOUT ANY
<br />RE EW A COMPLIANT SUBMITTAL WILL BE REQUESTED M40 NO FURTHER
<br />.�(;I]Gtl�LLBEIAKEtiUM11LAPRC,PERSUBMiTTALISRECE�VED
<br />NOTE MY UELA S CAUSED bY IMPROFER 61)51URIT,AL�3 W�LL HE THE SOLE
<br />RESPONSIBLITY OF THE CONT-RAC70R
<br />SHOP DRAININ B ,1 SHALL NOT BE PREPARED UTILIZING REPRODUCTIONS OF THE
<br />CONTRACT DOCUPAEN75 SUCH SLITUMUTAI-S Wlit BE RETURNED WITHOUT MY
<br />N�VIEWANG WILL REQUIRE NtEbUBWTVA�.
<br />SO P 1 ELI DRAWINGS MUST BE COMPL H,,NQTPROGFE$SMlTI SUBMITTED
<br />DRAWINGS MUST HAVE BEEN CHECKED,APPROVED DATED Alit) INITIALED BY BOTH
<br />IHEOETAILERANUI�EPIE ,�,3N�NRL$PON�B�C�HOLOE"��REVIE'iVjkND
<br />APPROVAL OF THE SHOP DRAAI THE FA13RICATORS OFFICE
<br />'i THE CONTRACTOR SHALL HAVE REVIEWED AND APPROVED I HE SHUPORAWINGS
<br />PRIOR TO SUBMITTING FOR A,`EREVJEWI THE PROJECT MANAGER SHALL INDICATE
<br />Ir;THEROYC,OVERtUTTFRORDY�ITTER�ATEMEtiT,INF�liaJEFTOF
<br />Ftk�Pf4GSStJBW�TTEDIF�lLLOWINGNCITE
<br />'TRES SHOP DRAWINGS AND ALL WORK TO BE PERFORMED MEET OR EXCEED
<br />THE REOUREMEFITSOF THE CONTRACT DOCLI41ENTS IN ALL RESPECTS' THIS
<br />STATEMENT SMALL BE SIGNED AND DATED BY THE PROJECT MANAGER
<br />6 SUBLIFTIALS SHALL PROVIDE FOR AT LEAST FOURTEEN (14� WORKING DAYS 114 THE
<br />PH 'INEERSOFFTICE FOR REVIEW fOURTErNOAY CLOCKYVILL NOT START UNTIL
<br />"
<br />RECEIPT(HPIROPERSLAIMMAL PHASED SUBMITTALSAND SMALLER PACXAGESARL
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<br />'
<br />DRAWINGS IN A INIELYMANNER tPRUVIUNG FOR THE REQUIRED REVEWTIME IN THE
<br />ENCINEFFIS OFFICE tWILL HOT COUSTITUTE AN EMERGENCY AND M IMMEDIATE
<br />REVIEW BY THE ENG;NEFR[
<br />THE CONTRACTOR ANDSUB-CONTRACIORSSMALL ASSUME FULL RESPONSIBI flY
<br />ON ELIEVED BY REVIEW OF SHOP DRAWINGSAND DOCUMENTS OR 01MENS1ONS
<br />COORDINATION W�OTHER TRADES, FABRICATION PROCESSES CONSTRUCTION
<br />TECH OQUES SAFETY CONOETOKS, AND FIILF;t LING DETAI. II tIREMENTq OFTHFIR
<br />CONTRACT
<br />GENERAL $11HREAD F0071NOT FOUNDATION MOTO
<br />I MAX MUM DESIGN FOOTINGISOIL CONTACT P14ESSURE - 25W PSF PURSUANT TO
<br />GEOTCCHIFL(VIL TMVES- ' TIGATION AND REPORT NO ET11LOIS, DATED cia 13
<br />AS PREPARED BY AFEhMA ENGWEERVIG INC, OFTAMPA, FLORIDA
<br />THECEOTECHNICA! REPORT CONTAINS SOk eORNGLOGS FOUNDATIONDI'SIGN I
<br />RECOtAktENDATIQN$ANI)SPECtF�CREC)UIREVS�IEPREPARAI�IJNANC)�ilTEWORK
<br />INSTA UCTIONS THEGENERA, CONTRACTORS4XI REUERTOTIIEREPCRTFORS CT
<br />SiTEWORKiNSTRUCTIONS D PROCEDURES WHICH ARE REQUIRED ASA PART OF
<br />THE FOUNDATION CONSTRUCTION
<br />2 Al 1 FILL MATERIAL SHALL BE PLACEDAND COMPACTED IN STRICT C NFORMANCE WITH
<br />TWf GEQ1ECNXICAi REPORT PREPARED FOR THE PROJECT N NO INSTANCE SHAT L Fl� �
<br />MATERIAL BE PLACED AND COMPACTED *4 ININVIDUAL LTIFT DEPTHS EXCEEDING 12 THCHLS
<br />UNL ESS SPECIFICAl IY DIRECTED TO 00 SO IN WRITING ELYTHE PRO.UFCr GEOTECHNICAJ.
<br />ENGINEER IN NO INSTANCE SHALL FTLTL MATERIAL AND NATURAL SUBS RACE MATES AL
<br />RI M CH I'DIT" DATIONS ANEME. SLABS ON GRADE ARE To 9F,9LIPPOSTED� RE �
<br />COMPACTED TO A CRITERIA LES� THAI 9� OF MODIFIED PROCTOR MAXIMUM DRY
<br />DFNSFIYUN:E �SPFCIFICA�iYDRECTEOTODO&')INW�,]TiNGBYT�FPP,OJECT
<br />GEL_FE�Nj
<br />_ CAL ENGINEER
<br />3 A 1 - POURED IN PT ACE CONCRETE SMALL HAVE THE FOLLOWNIG MINIMUNI26 DAY UL7 IMAIE
<br />C PRESSIVE STRENGTH
<br />A FOUNDATIONS li:-�(,OTPSI I
<br />8 COLUMNS AND (OrG PEDESTALS - 1Y = 400), PP, I
<br />C BEAM' - I'D - 4000 PSI
<br />4 1 HE DINNER SHALL RETAIN AN, OIDEPENDEN I I E ST ING LABI I 0 PERFORTA I HE
<br />FOL OWING I ESTS
<br />A ONE DENSITY TEST FOR EACH, 1500 SQUARE FEET OF COMPACTED SUBGRADE OR
<br />C MPACTED FILL:
<br />8 UNIECENS17YTESIATEACHCOz MNFOOTIRG.
<br />C OREDSNSTY TEST FOR �GH,4FEET OF WALL F00194G
<br />0 SEE CAST W PLACE CONCRETE NOTES FOR CONCRETE TESTING REQUIREMENTS
<br />0 ME COPY Of ALL TEST REPORT RESULTS SHALL BE SENT DIRECTLY TO THE ARCHITEC7,
<br />STRUCTURAL ENGINEER GEOTECHNICAL ENGINEER AND GENERAL CONTRACTOR I
<br />,5 ALL REINFORCING BAR SHALL BE GRADE fy = TiTt KSt AND SHALL MEET ASTM SPECIFICATION
<br />AH1 5 St',
<br />0 III FOUNDATION REBAR LAPS SHALL BE AS SCHEDULED Ott THE DRAWINGS FOR THE
<br />SPECIFIC STRVCTURA:L ELEMENT AMID STRENGTH OF CONCRETE TO BE POURED
<br />7 PROVIDE CORNER CARS TO MATCH SUE AND COUNT OFFOUNDATTGN LONGITUDINAL BARS.
<br />8 BUILDING DESIGN PURSUANT TO THE 2010 EDITION OF THE FLORIDA BUILDING CODE �
<br />q THE CONTRACTOR SHALL FELD VER FIT A: � DWENTSIONS PRIOR TO BEGINNING
<br />FONFICATION CONSTRUTIT!1IN
<br />10 UNLESS SPECIFiCALI,y DETAtLEDOTHERINISE FOUNDATID S SHALL BE tOCATEDAT THE
<br />CENTER Of WALLS AND�OR COLUMNS WHICH THEY SUPPORT IOLEPANCEFORTHE
<br />ACCEPTAOtLffyOF�L�,EtAENTOFFOt�14DA7[R?4-, ANCHOR fio-TS,CCH UMN DOWELS
<br />WALLDOWtLS, ETC.SHALLSEGOVFANEDVY 1HEAPPROPRIATEAUSC AC[ANUCR �
<br />BUILDING CODES PROVISIONS
<br />I I WHEN LAYING Our UNtFDRAA.LY SPACED REINFORCING DOWELS, FIRST LO TEOOWE:S
<br />S CIFEO AT WINDOW QPENtNOS, DOOR OPEN INGS ENDS OF WALLS, COLUMNS,
<br />PILASTERS ETC THEN TECATE THE DOWFt S IN BETWEEN A -THE SPIFfIFFEDMAXIMUM
<br />UNIFORM SFACING
<br />12 1 HE FUUTI ION CONTRACTOR SFALLEXERCSI, SUCH MEASURES ASARE REUUIRED 10
<br />P ROTECTALL ADJOINING BUILDINGS, STRUCTURES, FOUNDATIONS, FACILMESAND
<br />U III TTTES FROM SUSTARiMS DAMAGE WHICH COULDRESUI TFRnM WORK nomE, UNDER
<br />THIS CONTRACT
<br />13 1 E CONTRACTOR SHA: L PROVIDE SUCH FOUNDAION STEPS AS ARE NECESSARY TO
<br />PERMIT ALL BELOW G"DE PIPING TO PASS THROUGH THE BOTTOM OF THE SLAB ON
<br />GPLADEANDTHETOPOF7HE�OUr4UATIOtj PilLFERAtr_Y,THEfIESHOLILLBEAMI'.44MUM
<br />OF FOUR INCHES OF SOTL BETWEEN THE PIPE AND BOTH THE BOTTOM OF THE SLAB ABOVE
<br />"F)7HETOIIGFTtiEFOIJNDAT',IINRFIO�V SFErYPICAIs7FPPEDrOOTTNGDE`AJ1
<br />INDIVIDUAL COLUMN FOUNDATIONS SHOUL D BE LOWERED TO ACCOMMODATE PLUMBING,
<br />THE CONTRACTOR SHA ' L REViEW SUCH SITUATIONS WITH III STRUCTURAI ENGINEER
<br />ARET COORDINATE WR H SO M AND
<br />MATEPUA-SUPPLIERS
<br />14 1) RING THE CORSTRUMON PHASES OF EXCAVATION. BACKFI,LiNr AND FOUNDATION
<br />CONS'RUCTICI TESTING LAS RATORYSHA�LBERETNNEE)BYTHEOOMERTO
<br />PROVIDE CONSTRUCTIONREVIEWTO INSURE COMPLIANCEWITH THE CONSTRUCTION
<br />DOCU M FRTS THE ARCHITECT SHALL BE IMMEDIATELY MOTIF IED OF My OBSERVED
<br />CONDITIONS 'WHICH ARE AT VARIANCE WITH THE FIELD CONDITIONS INDICATED "THIN THE
<br />PRO JECTGEorECHNICAL REPORT
<br />15 UNLESSIFE OWNER SPECFICA.LY PROHIBITS THE USE OF EARTH FORMS THE VERTICAL
<br />FACES OF FOUNDATr-NS MAY BE EARTH FORMED if THE EXCAVATION CAN BE KEPT
<br />VERTTCA� CLEAN AND STABLE ANDflF OVERAL: FOOTING WIDTH IS INCREASED BY 2 NCHIES
<br />ON EACH SIDE I1I1rHESTO11L', OTHERWISE VERTICAL SIDE FORU*ORKMHST BE
<br />MI.,to,:G
<br />16 THE CONTRACTOR 15 CAUTIONED THAT EXCAVATIONS ADJACITNT TO OR UNDER EXISTING
<br />- EVILYGONSTRUCTEDFOUNDAHICII NOTETSHERMITEDANDfl,ATTRECOS)
<br />OFREPAIRINIGANYnAMAG AN WORT NCTTLfNF.NT RESTILTIN G F R Ohl SUCH EXCAVAITONII
<br />WILL MHSIHER RESPONSIBILITY
<br />CAST IN PLACE CONC4I NOMS
<br />I �51 IN PLACE CONT�RETEVVCUI $NCLUDESREtNFORCI,�GSIEIzLMDRE!-MhL)W�RK
<br />SHO I CLILGING FORMWOAX, SIETING ANCHOR BOLTS, PLATES, FRAMES. DOWELS
<br />FOR M ONRI OR OTHER ITEMS EMBEDDED IN CONCRETE
<br />I ALLCONCRET WORK SHALLCONFORMTO THE REQUIREMENTS OF THE FOLLOWING
<br />CODES AND 6 'ANDARDS (LATEST EDITION$)
<br />A All 117'STAV,DARD TOLERANCES FOR CONCRETE CON67RUCTFON AND
<br />MATERIALS'
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<br />,' G
<br />B _I 212 IS 'USE OF RI OR IT PROCESSED NATURAL POZZOLANS, IN CONCRETE' �
<br />Act 232 2A 'USE OF F-* YASH IN CONCRETE'
<br />OR
<br />AC 233R GROUND GRAINULATED BLAST FURNACE SLAG'CEMEN7 IN
<br />CONCRETE AND MORTAR
<br />^
<br />I AC 301 �SPEC;FICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'
<br />0 AC: 3W 'GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION I
<br />E Act 3134 'RECOMMENDED PRACTICE FOR MEASURING, MIXING TRAr4SPOR ING I
<br />AND PLACING CONCRETE'
<br />F ACr r04 2R PLACING CONCRETE BY P tMPING METHODS
<br />G AC RZ-,
<br />3 �RE GUMENCIED PRACTICE FOR HOT WEATHER CONCRETING'
<br />H AC: .R'RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING'
<br />I ACI306 rANUARD PRACTICE FOR CURING CONCRETE'
<br />J Art 301R GUIDE FOR CONSOLOAMN OF GOTICRETE'
<br />X ACT 3r, .RECOMMENDED PRAM3CE FORC MCRETEINSPIECTION*
<br />L Act 315 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT'
<br />M. ALL 3 is 'B It. DIN G CODE RE Oil iR EMENT8 FOR STRU CTURAL CONCRETE�
<br />I`r AC1347*RECOMMEN ED PRACTICE FOR CONCRETE FORMYVORK'
<br />Ar
<br />0 ,I MANUAL OF CONCRETE PRACTICE -PARTS I THRU $IAS APPROPRIATE TO
<br />TYPE
<br />, OF CONSTRUCTION� I
<br />1
<br />3 CONCRETE S14ALL RENORMALWFEGHT I N 0 1ANDSMALLBE BATCHED, MIXECAND
<br />TRANSPORTED IN ACCORDANCE WITH ASTM C94 'HE SPECIFICATIONS FOR READY MIX
<br />CONCRETE
<br />,NOTE THE CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME
<br />CONCRETE MIX DESIGN SI ALL BE PROPORTIONED IN ACCORDANCE WrFR ACE
<br />301 TO PROVIDE CONCRETE CAPABLE OF BEING PLACED WITHOUT EXCESINE �
<br />BE,
<br />'REGATION AMD WITH ACCEPTABLE PITH HING PROPERTIES DWRABILITY. �
<br />SURFACEHARDEMERS APPEARANCE, AND STRENGTH REOUIREDOYTHESE
<br />SPECIFICATIONS
<br />LIATERPA�SUSFD 94 THEILONCRETEMIX
<br />A PORTLAMOCEMENT ASTMLISC TYPE I ORTYPET
<br />B AGGREGATES NORMAL Vj'CHTOONCRETE COARSE ANDFINE ASTM C11
<br />WAXIMUM AGGREGAOTE SIZE FOUNDATICINS - AS? ALL OTHER �QFJCREtff
<br />STRUCTURAL ELEMENTS -07
<br />C AR EST AINNG AGENT SHALL MEET AST C-260
<br />0 'WATER REDUCING ASTM C494r TYPE A �
<br />E WATER FRESH, CLEAN AND POTABLE.
<br />F NO ACCELERATORS, RETARDERS OR ADMIXTURES CONTAiII CHLORIDES
<br />WILL BE PERM ITT D
<br />G CALCUM CHLORIDE SMALL NOT BE USED IN THE WX
<br />NOTE ADDING OFWATER TO MTKIN FELD
<br />THE READYMfX DRIVER SHALL HAVE IN HIS POSSESSION ATTIME Of I
<br />DELJVFRY WRITTENASTRUCMONSI'ROM THE READYMIX SUPPLIER
<br />DETAILHIG THE MAXIMUM AMOUNT OF WATER WHICH SAN BEADDEUTO
<br />TH MIX BY THE DRIVER IN THE FIELD �G-LOMS PER YARD)
<br />OTHERWISE WATER.5HALL NOT BE ADDED 10 THE MIXAFTERI EAVING
<br />THE BATCH PLANT
<br />H FLYASH AS114 C619 CLASS F 204 MAXIMUM BY WMHTI 00 NOT USE FOR
<br />EXPOSED SLABS FOR ARCRIT ECTURAL CONCRETE
<br />I 5 PER PLASTICIZER A&TM C-94 TYPE F OR G, WHERE AUTHORIZED BY THE
<br />ENGINEER
<br />SLAG CEMENT IN COINCRETE ASIM CINS, 20% BY WEIGHT �
<br />'I CON ETE SHALL HAVE -HE MINIMUM ULTIMATE COMPRESSIVE STRENGTHt, AT 28 DAYS,
<br />IT N 0) FOR THE STRUCTURAL ELEMENT INDICATED BELOW
<br />FOUNDATION TOM PSI
<br />S4t AS GN GRADE 3003 PSI
<br />CO UMINS 41100 I -A
<br />7tr BEAMS . PSI
<br />MAMS �030 PSI
<br />CONCRETE MIX DESIGN SUBMITTAL DATA RFQHTRED
<br />A INTENDED USAGE AND LOCAI ION FOR EACH MiX TYPE :
<br />8 MIX DESIGN FOR EACH TYPE
<br />C. CEMENT CONTENT IN POUNDS -PER -CUING YARD
<br />D COURSE AND ENE AGGREGATE IN POUNDS,GGBIC YARD
<br />f WATER CEMENT RATIO BY WEIGHT (NOT TO EXCEED o HIT EVERYWHERE
<br />EXCEPT&AS ONGRADFII
<br />F CEMENT TYPE Of NIMUPACTURE I
<br />G s owr RANGE
<br />H A ,1XINTEN1
<br />t ADMIXTURE TYPE ANCI MANUFACTURER �
<br />3 'ERCENT ADMIXTURE WHOM I
<br />K H TORICAL PERFORMANCESTRENSTHI TEST D�ATAREQUIAEDTTTESTASLSH
<br />.1XIDIESIGN
<br />5 THE OWNER SHALL RETAIN rHESERVICESOF A OUALWIED ACCREDITED TESTING
<br />LABORATOR TO PERFORMTHE FOLLOWING TESTING SERVICES
<br />A SALIPL,NGPERASTM C�172.
<br />NOTE SAIII LING SHALL BE TAKEN FROM THE POINT OF DEATRY Of THE
<br />CONCRETE It, OTHER 'AID ROG IF A CONCRETE PUM� IS USE"' �
<br />SAMPLES SMALL BETAKEN FROM THE DISCHARGE END OF THE HOSE :
<br />S SLUMP PER ASTM. (_I�
<br />C COMPRESSIVE STRENGTH PER ASTTe C�31 & C 39 FOR EACH C_49S OF
<br />CONCRETE POURED. PRDV93E TWO SETS OF TWO CYLIN13ERS FOR EACH !(-
<br />CU Ir YARDS OF CONCRETE OR FRACTION THEREOF OREAXONECnINDEr 1:
<br />ATE') LAYS TWO AT BIBT DAYS AND HOLD THE REMAINING IN RESERVE IN CASE �
<br />A 5e DAY TEST IS REOU ED A TEST RESULT IS CONS DEkED TO BE THE
<br />AVrOAGE OF THE TWO CYLINDER BREAKS COMPRISING A SET DINEGOPYOF I
<br />ALL TEST RESULTS SHALL BE SENT DIRECTLY TO THE OWNER ARCHITECT
<br />STRUCTURALLENGN ERAND GENERAL CONTRACTOR IMMEDIA ELYUPON
<br />GET RMINATON OF RESULTS FREOUE�OYOF-ES:-�4GSH�LN07BE,�ESS
<br />THAN ONCE A DAY WHEN CONCRETE IS POURED OR LESS - ANONrEFOP
<br />EACH 5DW SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS
<br />8 REINFORCEMENT USED IN CONCRETE STRUCTURAL ELEMENTS
<br />A DEFOR MED BARS ALL WILD REINFORCING BAR USED IN CONCRETE SHALL BE
<br />GRADE 110 KS1 BE FOPMED BAR CONFORM 1.40 TO ASTM SPECIFICATION A 6 1 5
<br />(51) �
<br />I, SLID 0 TH 00 WEL-S ASTM AB 1 5. PLAIN BARS MIN WU M 'ME: - 0 STRENGTH OF 00
<br />C ZIL EDVARETABRIC CONFORM TO ASTKI A-185 AND SUPPLIED IN FLAT
<br />SHEE-SCRATH FITHAFT)UROILS1 FABRIC SHALL BE PLACED ON CON_,rFNLOUS
<br />(40 4 REBAR CHAIRS SPACED AT 3 FT 0 C, TO MANTAIN, THE PROPER
<br />LOCAT NWRHINTHECONCRETE
<br />D ACCESSOR ES 70 CONFORM TO ACT 315, :
<br />E MERE CONCRETE SURFACES ARE EXPOSED, TAME THOSE PORTIONS OF ALL I
<br />ACCESSORIES In CONTACTWEIm THE CONTLETI SURFACE OR MINIM % I
<br />:
<br />INCHES"THEREOF,01'PLASTIC
<br />F ALL REjNFORCiNG DETAILS SMALL CONFORM TO AC 315 LATEST EDITION
<br />1,MNUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
<br />STRUCTUR ES^ W N 0 i
<br />G GO MIT COMPLETE OETAV ANDPLACNG SHOPORAWINGS FOR Al_�
<br />REINFORCING
<br />NOTE THE GEN RAL CONTRACTOR SHALL BE IVER TO THE CONSTRUCT;O�
<br />SET,ASANOWHE DiRECTEDTODOSOBYTHEARCHrFECTOR
<br />STRUCTURAL ENGINEER AS MUCH ASAN ADOMONAL ONE HALF TON
<br />OFSTOCKLENG NO. 5 REBAR AND PROVIDE SUCH LABOR AND I
<br />GROUT AS IS NECESSARY TO INSTALL THE REBAR AS ORECTFIO BY -HE:
<br />MCH.fkC'rDR�-1ESIRUCTURA_ENG.EER -1 UNUSED MATERIAL
<br />A D LAB � RStII: BE CREDITEDTO THE OWNER A,TTME CON-,RACT
<br />N n
<br />UNIT PRICE
<br />7 00 'CRETE COVER OVER REINT-ORCING III CONCRETE STRUCTURX FLF41FNTS SHALI
<br />BE AS FLIT LOWS
<br />A FOUNDATIONS 3' �
<br />a COLUMNS ; lll'�Z'FORN 6ATIVLARIEN BARS, i
<br />C BEAMS ,,Z-FORNO HAND LARGER MFG, i
<br />D WI I 147'R - FORM) 8AN13LMSFA BARS) I
<br />E SLABS . L.N-ERER) I 1,2'(EXT�EWGRI
<br />H07E EXPOSED HORIZONTAL SURFACES OF STRUCTURAL SLABS SHALLBECOAfEV
<br />WITH A MGM QUALITY COMMERCIAL GRADE WATER PROOFING AND SEALING
<br />AGE N7
<br />6 [A SPLICE LENGTHS SHAti SE AS SCHFOULED FOR THE STRENGTH OF CONCRETE �
<br />A?,U$PECflGt�IkUCTU�LELFtMHTINtJUEST�Or4
<br />9 PROVIDEPP. PERLY TEDSPACERS, CHAIRS. HOLSTERS EIC,A.SAREREQUEREDAND
<br />NECESSARY TO ASSEMBLE. PLACE AND SUPPORT ALL REINFORCING �N THE PROPER
<br />RED IRED � OCATION WITHIN THE FGRMWYHRN (AND MA�TAIN REI FORCWGINIFF
<br />PROPER POSITION DURING CONCRETE PLACEMENTOPERATIONS AMD UNDER THE
<br />APP: CATION Of CONSTRUCTION LOADS AND, PERATIGNS� W�EREWTRETYPF
<br />SUPPORTSARE USED COMPLYING WITH CPSI RECOMM64DATIONS PLASM TP
<br />LEGSSHAIL RE USED WHEN CONCRETE IS TO BE EXPOSED TO EXTERIOR CONDITIONS
<br />10 IFTEGETERALC FITRACTURSHALL BERESPONStBLE FOR 'HE PRIFTR DESIGN ANN
<br />CO. STRUCTONOFAII NECESSARY FORMWORK SHORING AND FIFSHORING N
<br />ACCORDANCE WITH ACT 347 THE DESIGN SHALL BE MEPARED EY A DELEGA-LIJ
<br />SPEOIA: _ Y,,TROCTURAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF
<br />NTENDFPC NSTRUCT,DN OF Tfir PROJECT WHERE * IFE SATISFY ISSUES ARE
<br />CM IT ICAL AN D ER ECT ION UFLAWNG SHALL BE AN HIS if�N_ Ali 1) S I NATO RE AND THE
<br />DATE r FCTKIN DRAWINGSSHA1 I BE SUBMiTTEDTO THE RESPONSIBLE OUIMCO.
<br />AUIH ORITY I
<br />140�E �AIITHI,IAYBEU�OASVER]fCALF,URFAE;EFCR%18FOI?'CIOT't4GSPRO'lu�o �
<br />T14AT THE FOOTING OVERALL WIDTH IS INCREASED IN SIZE BY FOUR INCHES :
<br />11 POUR BREA N BEAMSANDSiLASTS SHALL OCCURAT MID SPAN BETWEEN SUFPCR7S
<br />TENTS OF MINIMUM SHEAFP BY USE OF VERTICAL BULKHEADS COLDjOTHITS
<br />.00ATORSMUSTSE LOCA-EDTO PROVIDE THE: EMT IMPACT ON THE STRENGTH OF
<br />THE STRUCTURAL MEMBER �
<br />I
<br />NOTE HORIZONTAL CON57RUCTION JOINTS WILL NOT BE PERMITTED. INANY
<br />HORIZON VAL SPAN CONCRETE MEMBER' �
<br />12 PROVIUEMN: UM 14 GAGE GALVANIZED CORRUGATED DOVETAIL ANCHORS AT 16 0 �'
<br />0 CONNECT ADJACENT MASONRY TO CONCRETE STRUCTURAL ELEMENTS .PROVIDE
<br />DOVE7AI, ANCHIRFIARDWAREWTH NOT DiPGALVANTZED FINISH (&ETFAA 1 5-1
<br />CLASS 62, el t OZ MEN SO FT I � I
<br />1 � PRD1JtDE NEOPRENE WATER STOPS AT ALL CONSTRUCTION JOIN FS IN CAST IN PLACE I
<br />CONCRETE WHERE ONE -SIDE 0 DIRECTLY EXPOSED TO EITHER THE WEATHER ORIN I
<br />DRFCTCONTAC.TW1TH SOiLM0 THE OTHER SIDE OCCURS WTHIN ENCLOSED SPACr �
<br />1
<br />14 P OVEDE commEpciAr fORM COATING COMPOUNDS III EASE AGENTSITHATINO I
<br />NU I E104D STAN OR ADVERSELY A"EM THE FINISHED CONCRETE SURFACE
<br />15 PLACE CORNIER BARS AT CORNERS AND ENDS OF ALL FLW� ING, WALLS AND BEAMS
<br />EAR SIZE ANE COU14T SHA�L UATCHT IS LON G,W OTNAiL REINFORCING IN THE MORE
<br />HEAVILY REINFORCED INTERSECTING ELDAE14T (U 14 O :
<br />MS
<br />le DovIELArrIERSECTINGWAt LS, BEA S ETC WITH DOWELS OF THE SAME SIZE. COUNT
<br />AND SPAMNGAS THE LOZITUDINAL REINFORCRiG IN THE MORE HEAVILY RETITFORCED
<br />MEMBER FRAMILIG INTO THE JOINT
<br />17 PLACEAWNIMLIM or TWO i2)NO !I8ARS(UNO)AROCNDAL! FOURSOESOF
<br />OPENINGS N CONCRETE STRUCTURAL ELEMENTS, aMSSHAL_EXTENDA7rLEASTs8
<br />IN BEYOND THE FACE OFTHE OPENING
<br />IS TYPICAL SPACING OF TIES AND STARUPS AS INDICATED OR THE PLANS SHALL EE
<br />REMjrfDSY5tVIiFORTH SPACE WTWFIN 11, F FACE OF THE SUPPOR7, AND -- HE
<br />FIRST STIRRUP OR TIE (U NO)
<br />14 VERTICAL AND HORIZONTAL REINFORCING IND,CATED ON THE DRAWINGS SHI L TIE �
<br />DOWELS 0 CUT OF THE ED" 14DA'DON (OR THE ELEMENT WHERE THE REINFORCING I
<br />OTUGIFIA' ES (5: AB BFAM TIE SEA WALL ETC JUTIL0NGM ACi 1TANDARDHnCK
<br />LMBEUDLU -10 DEVELOPTNEFU: L ULTIMATE TENSILE STRENGTH OF THEBAN ITT N 0 I
<br />2C. ,iERFICAL WALL RENFORCINGINDICATED 0 THEDRAWINGS S.ALLEXTEND FROM 11,E
<br />FOUNDPOI-ION jORPERNOTENO 19ABOVEI TOTMETTEBEAMATT1,ETOPOFTHE
<br />WALL PROV DE A STANDARD ALI 90 DFGRFr HOOK (EMSFOCIED TO DEVELOP THE PUT i i
<br />ULTIMATE STRENGTH OF THE BAR) OUT OF HE ELEMENT WHERE THE REMIFORCIM I
<br />OFCGTNAT I
<br />I FSANDINTOTHETOPOFTHFIFIESEAM HOCK SIZE ANDCOUNT SHALL
<br />MATCH THE VERTICAL REINFORCING M'SPLJGEL�NGTHS�ALLbEASSCHEOUILL)
<br />ON THE PI-AIIS
<br />NOTE WHENLAYNGOUTF LINEATION DOWELS FOR 'UNIFORMLY -SPACE[, VERTICAL
<br />V,W.,REIIF.�RC'.�tIG,F!ASTLO(',A-�r-,HEDO�STISSPECIFIFOATWINDO%N.M,IR
<br />&OTHERMASONRYOPEW GS,ENDSOFWALLS COWMNS,TIECIOLUMNS.
<br />PIIASTERS,rTC THEN LOCATE DOV�E; SIR BETWEEN AT THE SPECIFIED
<br />FTAXIMUM UNIFORM SPACING
<br />21 1 HE MINIMUM MARINTO OF CONCRETE BEAMS ON SUPPORT SHALL HE 8 (TINTLESS
<br />NGTED OR DETAILED OTHERVIRSE1 WHERE BEAM SEARS ON A MASONRY SUPPORTL
<br />EXTENT) BEAM A USLANC OVER I HE SUPPORT AT 1 EAST EQUA- I 0 THE LENG I H UP
<br />ALL REINFORCED AND GRO UTED CELLS ADJACENT TO THE MASONRY OPENING
<br />WHERE THE SCA&I SEARS ON 4REHIFORCITO CONC ET-ESUPFORT EXTENDTHE BEAM
<br />'
<br />'ROSS THE FULL LENGTH OF THE SUPPORT tWILL SEAWiIIG Of BEAM ON -Ur`Pufti�
<br />NOTE ALL CONTINUOUS LONGITUDINAL BEAM REINFORCING Sit L FX`FFMD Fit: L
<br />LENGTH AC OSS SUPPORT. LENGTH OF BEARING UP SEAM ON SUPPORT SHALL NOT
<br />RF LESS THAN DEPTH OF BEAM
<br />2? SEE ARCHITECTURAI MECHAUVCAL AND ELECTRICAL DRAWINGS FOR I OCATIONS OF
<br />EMBEDDIEDITEMS, CONDUITS, PIPES, SLEEVES, SLA13 LFPRESSIONS. ANCHORS
<br />N�ERTT S ETC. IN AND THRU CONCRETE ELEMENTS, REQUIR I) By OTHER TRADES NO
<br />CONDUITS, PReS SLEVIES. P NIFTRATKINS OR INSERTS OF MY TY E W-11 L HE
<br />PERMITTED IN SEWS, JOISTS SLABS. COLUMNS R INALLS UNLESSAPPROVED By -HE
<br />F.Nr�it4EER,SliOWNONTHCSHOPDRAWINCS ANDCONST UCTFE)TOCOMPiYWITM
<br />,HE RED IREMEUTSOFSECIIOH63GFAC!3LS AFTER APPROVAL BYTAF ENGINEER,
<br />THE CONTRACTOR SHALI FUR [SHAND COORDINATE THE INSTALLATION Or
<br />LMEIEDUEU ITEMS PRIOR TO PLACING THE CONCRETE
<br />23 GENERALLY, REINFORCING SHALL NOT BE CUT TOACCOMMODATE THE INSTALLATION
<br />OF EMBEDS ANCHORS SLEEVES AND OR OTHER ITEMS INHERE SUCH IS ABI OTELY
<br />FiErFSSARYNOItFITILLESTRUCTURALE GWF,'EROFTHEINTEt�TlOt4TODDSOA'4tI
<br />FOREArHBAROUT,MOV,DEONEALIDETION BAR EACH SIDE OPINE BAR WHICH
<br />WAISCIIT SIZE OFADDEIMSSHATi MATCH i?FOF,-,RlGit4AID�A�4DLENCTfS�i4,lt
<br />HE SCUM E TO AT LEAST PROVIDE A CLASS'6- TENSION LAP iOR EMBEGMENTILACH
<br />&BE OFTHERAR �NTHTCHWAS CUT
<br />24 REMOVETRASH AND DEBRIS FROM FORMWORK,M]DINOROUGHLYWET TERMS
<br />MNETTA"ErY PRIOR TO PUk0flNG CONCRETE
<br />25 THE CONC ,RFTIT SHAI I BE PLACED IN ONE CONTIN LIOU S OPERATIDN BETWEEN
<br />OULKHEADEDCONSTRUCTIONJOINTS
<br />26 THE CONCRETE SHALL BE POUREDDY PUMP Ott BUCKET AND S�,I. BE
<br />CONSCL*ATED IN PLACE USING NIERNAL VIBRATORS
<br />21 THE CONTRACTOR SHALL BEGIN CONCRP BE CURING IMMEDIATELY AFTER FINISHING
<br />OPERATIONS ARE COMPLETED CURINGAGENTSHALL BEA 30% SOL TOO i COLD
<br />MEMBRANE FORMING CHEMICAL COMPOLINDAND SHALL MLETASTIA C-j)9 THE
<br />GENERAL CONTRACTOR IS TO YFRIFYT�TAMY CURING COMPOUNDS 'THAT ARE USED
<br />ARE COMPAT�BLE WITH FINISH MATERIALS TO BELNSTALT ED ON THE SURFACE OFTHE
<br />CONCRETE
<br />NOTE NET 'URiNG 45 AN ACCEPTABLE AND PREFERRED METHOD OF CURING FOR
<br />SLABS THIS REQUIRES THAT THE SURFACE Of THE SLAB REMKIN SATURATED
<br />FOR AT LEAST 4 DAYS WVTH WET BURLAP OR POLYETHYLENE SHEETS THIS
<br />METHOD WILL GREATLY REDUCE VOLUME CHANGE AND SHRINKAGE CRACKS
<br />28 IMMED ELY AFTER REMOVAL OF FORMS, REPAIR ANY HONEYCOMB OR DEFECTIVE.
<br />AREAS WITH HIGH STRENGTH CEMFN f GROUT GROUT SHALL BE APPROVEO BY THE
<br />F GINEER WHER REINFORCING 15 VISIBLE IN DEFECTIVE AREA C014-ACT THE
<br />ENGINEER IMMEDIATELY
<br />29 T S RECOMMENDED THAT CONCRETE TIE BEAM POUR LENGTH NOT TO EXCEED 50 -O'
<br />BETWEEN COLD LORIS AND IN NO EVENT EXCEED SCOFT iN LENGTH
<br />I SLAB ON GRACE SMAILL BE 4 INCHESTHICK
<br />2 SLUMP w POIN' OF DEOVt,RY) = I 10 5 INCHES
<br />-1, MAXIMIUM AGGREGATE SIZE = 1 INCH
<br />4 ENTRAINED AIR CONTENT - 4 F 1%
<br />5 REINFORCEMENT SHAI I BE 8 I, 6 W2T),'A7 DWELOED WRITE MESH CHAIRED 1 112 INCH
<br />FROM TOP OF SLAB ON CONTI ULUS HORIZONTAL ROD15 AT A G,O . SPACING NOT M
<br />IFXCESSCTF�O' PUT I iRG UP MESH DCRRIGOA AFTER THE CONCRETE POUR IS NOT
<br />ANAUCEFTABLEPRACTIU PROVIDE W,W IN FLAT SHEET S ROLLSOHWNMWIr
<br />NOT BE ACCEPTABLE
<br />6, PROVIDE NINWOM, 14 MIL VAPOR BARRIER (INTEND R SLABS 0 NLY)
<br />1. PRO TOE 30 POUND FELT BOND SNEAKER WHERE SLABS "Or VERTICAL SURFACES
<br />SUCHASIAUULSANDCOLTLINS
<br />a SUPPORT1 G SOL SHALL BE COMPACTED TO 95% OF MOD(FED PROC70R MAXIMUM
<br />L44Y DENSITY. PROVIDE VAPOR BARRIER BETWEEN BOTTOM OF CONCRETE *to TOP
<br />OF COMPACTED SUBGRADE
<br />9, M0910E EITHER KEYED COLD MINTS OR SAW CUT CONTROLJONTS AT 12 LOTOC�
<br />(MAX iN EACH DIRECTION SAW CUT JOINTS SHALL BE V DEEP AND SAWN AS SOON AS
<br />THE SLAB WIT L SUPPORT THE WEIGHT OF TH SAMAND OPERATOR AND THE FLADE
<br />WILL PAODU�i CLEAN cuTswrrHOIUT DISLOEDOING AGGREGATE OFNJURSMAX�
<br />io FILL SAWCUTSWITH E; ' ASTOMERIC SEALANT AFTER REMOVAT OFDUGTWITH
<br />COMPRESSED AR.
<br />I ,I WE" CURING IS THE PREFERRED MET HOD OF CURING, T41S REQUIRES THAT THE
<br />SO FACE Of THE SLAB REMAIN SATURATED FOR AT: EAST 4 DAYS *TIM WET EVJRILAP
<br />OR PQ; , YETKYLE ESHEET$. THIS METHOD WILL GREikirl Y REDUCE VOLUME CHANGE
<br />ANDSHRINKAGE CRACKS ALTERNATIVELY, APPLY CURINGCOMPOUND To SLAB
<br />WITH IN TWO HOURS OF COMPLETTON OF F114 ISHIN G OPERATION $.USE LIQUID
<br />UEUGRANF FORMING COMPOUND COMPLYING WITH ASTM C309 TYPE 1, CLASS A
<br />FOUGINMANUFAC.TURER'SINSTRIJCTIDNS ACCEPTABLE PRODUCTS INCLUDE
<br />A MASTERat.iLDERSWASTERSEAL'
<br />8 OUR 'SPARTAN COTE'
<br />C SON SORN-CON-ECH'KURENI
<br />More C NFIR M THAT CURING COM POUND WILL NOT INTERFERE WITH THE BONDING
<br />OF ANY APPLIED FLOOR SURFACES
<br />12 IT IS RECOMMENDED THAT SLABS BE POURED IN CHECKERBOARD PATTERNS OR LONG
<br />STRIPS VOTH TRANSVERSE CUTS TO MINIMIZE HYDRATioNtSHINTICKAGE GRACKING�
<br />NO
<br />L"'. Mww POLYPROPYLENE FIRSR REINFOACED
<br />INTERIOR SLABS ONLY,
<br />-
<br />I SLAB ON GRADE SMALL BE 414CHES THICK
<br />2 SLUMPOT POINT OF DELIVERY) m: TO 5 INCHES
<br />3 MAXIMUM AGGREGATE SIZE = I INCH
<br />,I. ENTRAINED AIR CONTENT = 4 S %
<br />5 PROVIDE MINIMUM 1A MIL VAPOR BARRIER (ALL INTERKIR SLABS)
<br />6 FIBER REINFORCEMENT SHALL BE 100% VIRGIN POLYPROPYLENE FIBRILLATED FIBERS
<br />SPECIF�CAP.: MANUFACTURED FOR USE AS CONCRETE SECONDARY R iNFURCEMENT
<br />CO�iTAINiNi��4OREPRorESSMOLEF"tJATERkALS. MBTMr1Il6TYPEflI) MINIMUM
<br />VOL ME OF FIBER SHALL BE 1 5 POUNDS PER CUM YARD OF RATGHED CONCRETE
<br />TYPICAL F TOER LENGTH SMALL BE 34 IN PROVIDE FIBERS HAVING THE FOLLOWING
<br />MINIMUM PHYSICAL CHARACTERISTICS
<br />A, SPECIFY 3RAVrM "I
<br />a 'EU NG 6 ME BOLTS 0.505 KWUMZ11
<br />C TENSILE STRENGTH 45 TO SO KSr
<br />0 MULTI GRADATION BEST N
<br />7 M OVID E REINFORONG FIBERS SUPPLIED" ONE Of THE FI: LOWING APPROVIED
<br />MAN UFACTUREMS
<br />A F SERSTRAND 100' EUCLID CHEMICAL COMPANY
<br />8 TIBERMESH NFORCE ES OR STEALTH E3', S! CGMCRETE SYSTEMS
<br />c TORTA ECONO NEr, FoATTA CORPORATION
<br />D JjVGON SUPER FIBERS�NYCOFI INC.
<br />PROIRGE
<br />a _ Gir POUREFELTOONDO EAKER WHERE SLABSABUTT VERTICAL SURFACES
<br />SUCH AS WALLS AND COLLIMNS
<br />9 SU ORTING SOIL SHALL BE COMPACTED TO 951� Of MODIFIED PROCTOR MAXIMUM
<br />DRY DENSITY (UNLESS SPECIFIED OTHERWISE BY TFITEGEOTECHNICAL ENGINEER)
<br />PROVIDEVAPOR BARRIER BETWEEN BOTTOM OF CONCRETE AND TOP OF CONIFACTED
<br />SUBGRADE
<br />IC PROVIDE EITHER COLD JO; TS OR SAW COT CONTROL JOINTS AT IZ�" 0 C ,1FiAX � IN
<br />EACH DIRECTION SAWCUT JOINTS SMALL BE I'DIFIEPARDSAWN AS SOON ASTHE
<br />SLASWITILLSUPPER THE WEIGHT OF THE SAW AND OPERATOR AND THE BLADE WILL
<br />PROWCECUV4CU7SW-f.�OUTD;SLODGINGAGGRE�,TE (44OURSMAX�
<br />t-I FILL SAWCUTS WITH ELASTCY.ERIC SEALANT AFTER REMOVAL OF DUST WITH
<br />G
<br />_OMPRESSED AIR
<br />12 WET CURING fS THE PREFERRED METHOD OF CURING THIS REQUIRES THAT I E
<br />SO RFAC5 OF THE SLAB REMAIN SATURATED FOR AT LEAST 4 DAYS WITH WET BURLAP
<br />CAPD:YETHYLENESHEEIS. THISMETHODINLI-GREATILY EDUCEVOLUMFCHANGE
<br />A" DS�RJNKAGE CRACKS ALTERNATfl'ELY.APP',YCUR,NOCOMPOLME)ToSLAR
<br />WITHIN TWO HOURS OF COMPLETION OF FINISHING OPERATIONS. USE LIQUID
<br />MEMBRANE ED RMING COMP "D COMPLYING WITH ASTM C309 TYPE 1, CLASS A
<br />FOLLOWMANUFACTURIERS INSTRUCTIONS ACCEPTABLE PRODUCTS INC: UDE
<br />A MASTE�BUILDERS UASTERSEAL.-
<br />8 BURKE SPARTAN COTE'
<br />c SON FIBBER -CONTECH 'KURE-FMSEAL
<br />NOTE GO FIRM THAT CURING COMPOUND WILL NOT INTERFERE WITH THE BONDING
<br />OFANYAPP: ISO FLOOR SURFACE FINISH MATERIALS
<br />13 (TTSPLECOMMENDEDTH AT SLABS BE POURED IN CHECKERBOARD PATTERNSOR LONG
<br />STRIPS With TRANSVER S CUTSTO MNIPI HYDRAT1OFLSHR$NKA0E CRACKING
<br />"I CC CRETE TO BE MIXED IN ACCORDANCE WITH FIBER MANUFACTURER'S
<br />RECOMUENDA TONS FOR UNIFORM AND COMPLETE DISPERSION OF F16ER BUNDLES
<br />INTO SINGLE MONGFILAMENTSINITH CONCRETE
<br />PIFAIN & RZINEORCED MAGIONRY N01U
<br />I
<br />NOTE ALL MASONRY CONTRACTORS BiDDING ON WORK FOR THIS PROJECT SHALL HAVE
<br />CUR RENT CEPETtfCATION SVTMeFiORtOAC,O�'�FTEANf)F�RODiJCTSASSOCAT)ON,
<br />INC AS A'STRUC I URAL 41ASONRY CONLRACTUR* LISFURTHERSTRONGLY
<br />RECOMMENDEDIrlKTINDIVIDLITAI WASONS WORKING ON THE PRO jFCT BE GUAL IFIED
<br />AS �SIHIJCTURAL4*ASGNS* WINE SAME ASSOCIATION
<br />I ALL MASONRY WORK SHALL CONFORM TO ACT 550tBIASCE 1,0STIMS 4W-DIL'BUILDING
<br />CODE REQUIREMENTS FOR MASONRY STRUCTURES'ANDACt5301408ASCE 6 0aTMS �
<br />Z02 .08. -,PECIFICATIONS FOR MASONRY STRUCTURES'
<br />2 At L HO LLOW -CAD REARING CONCRETE MASONRY UNTSSHAk I CONFORM TO ASIM C-
<br />W, NORMAL WEIGHT TYPE IT UNITS
<br />STANDARD STRENGTH CMLI , ALL MASONRY WA�� SHALL HAVE CMU S MEETNG A
<br />MIRf LIM ULTIMATE COMPRESSIVE STRENGTH OF 2150 PSI JON IKE NET AREA OF THE
<br />CMUT IN ACCORDANCE WITH ASTM C 140 AMD f. = 1,". PStRY THE UNIT STRENGTH
<br />METHOD
<br />PRIORTODELIVIERY F ANY MAS014RY UNITS TO THE �00 ISITF, THECIOU SUPPLIER I
<br />SMALL PROVIDE VERIFICATION OF MASONRY UNIT S1 RENGTH, ON BOTH THE NET AND
<br />TH GROSS CROSS SECTIONAL AREA OF THE CMUS PER ASTM C-140 (FOR EACH SIZE
<br />MID TYPE OF UNIT TO BE USEOON THE PROJECTT SUCH VERIFICATION SHALL
<br />INCLUDETEST REPORTS FROM AN ACCRIEDiTED TESTING LABORATORY STATING THE
<br />k SULTS OF THE TESI ING PROGRAM A140 AFFIDAVITS FROM THE SUPPLIER
<br />CERTIFYING THAT A41 DNMS CONFORM I() THE RESPECTIVEASTM REQUIREMEXTSELM �
<br />3 MORTAR SHALL BE TYPE 8 (1800 PSI PROPERTY SPECIFICATION I AN D ,-,HALL CONFO
<br />TO ASTM SPEC C4'70 CEMENTIOLTS MATERIAL SHALL BE PORTLAND CEMENT
<br />COUBtNEDWTTEIHYDRA7EDLIUE. AGGREGATE SHALL BE NATURAL OR
<br />MANUFACTURED SAND PER ASTU C-V4
<br />4 PRO" READYMIX GROUT FOR USE IN FILL ING OF CELLS AND MASONRY 0 S
<br />HAVING AtION4MUM ULTIMATE COMPRESSIVE STRENGTH Of 3DDQ PSI (PROPERTY
<br />SPECIFICATION) AND MEETING THE REOUREME TSOFASTMC-�?a MAXIMUM
<br />AGG EGATE SIZE SHALL BE 3�r FOR COARSE GROUT SLUMPSHALLSEWMFLAINDIV�
<br />MAX
<br />NOTE ADD NO OF WATER TO MIX N THE FIELD
<br />THE READYMIX DRIVER SHALL, L HAVE IN HIS POSSES54ON AT THE TIME OF
<br />DELIVERY, ECTEN INSTRUCTIONS FROM THE READYMtX SUPPLIER DETAILING
<br />THE MAXIMUM AMOUNT OF WATER WHICH CAN BE ADDEDTO THE MIX BY
<br />THE DRIVER M THE FIELD TGALLONS PER YARD). OTHERWISE, NO WATER
<br />SFLALL BEADDIED TO THE MIX AFTER LEAVING THE BATCH PLANT.
<br />5 ALL REGAN SHALL BE GRADE 60 M � DEFORMED BAR CONFORM ING TO ASTU SPEC AL
<br />315(81)
<br />a PR OVIDE HORIZONTAL T USS TYPE MASONRY 'NALL JOINT RI (DUROINALL OR
<br />ED UAL i § le-O.-CIN ALL MASCIFTRYWALLS INTERIOR AND EXTERIOR, LONGI-UD94AL
<br />ARGO OSS WRES OF JOINT RENFORG94G SMALL BE � GAGE WIFE MIN (ASTII
<br />PROVIDE HOT DIP GALVA42ED FINISH ON ALL JOINT REINFORCING, (ASTMA 153 CLASS
<br />82(ISOLPERSIQ FT�) MOVIES PREFABRICATED CORNERSANELIOR TEES AT ALL
<br />INTERSECTING MASONRY WALLS JOINT REJNF SMALL BE CONTINUOUS SPUGE LAP
<br />LENGTHS SHI BE AMININT.I.Mi Of ITAND SHALL C014TAN AT LEAST ONE CROSSINFUE
<br />PROM EACH PrWi OF LAPPED REINFORCING
<br />7 SECURE MASONRYTO ADJACENT CONCRETE WITH 14 GAGE (MINIMUM) GALVANIZED �
<br />DOVETAIL T E CORRUGATED MASONRY WALL ANCHORS PLACEDAT To- O,G MAXIMUM
<br />SPACING or IN Or PROVIDE HOT DIP GALVANIZED FINISH ON ALL DOVETAIL ANCHORS.
<br />(ASTM A 153 CLASS 82 (I 5 OZ PER SO FT I).
<br />8 SECURE MASONRY TO ADJACENT STRUCTURA: STEEL WITH WELDON ADJUSTABLE I
<br />, CHOR RODI a 16 DIAMETER TRIAFIGULAR TIES AT TO INCHES 0 C MAXIMUM I
<br />SPACING(U.NOI. PROVIDE HOT DIP -GALVANIZED FINISH ON ALL ANCHOR HARDWARE I
<br />XTM A 153 CLASS 82 (IS OZ PER SO. FIT)),
<br />9 PROVIDE WIRES, TIES, SHEET METAL TIES STRAPS AND ANCHORS HAVING HOT DIP
<br />GALVM�ZEDFIN�,(AST�AA153�SS2(1!OZ PERSO F7I FORALLANCHORAGE
<br />DEVICES NOT COUPLET i -Y EMBEDDED 94 MORTAR OR GROUT WRIEREC MFILETE_Y
<br />EMBEDDED Ili MORTAR OR GROUT, GALVAATZFG FINISH SHALL BE ASTM A 13-1 CLASS 3
<br />IS OZ PER GO FT)
<br />'o. THE OWNER SHALL RETAIN AN INDEPENDENT QUALIFIED ACCREDITED TESTING
<br />LABORATORYTO PERFORM THE FOLLOWING TESTING SERVICES
<br />A GROUT STRENGTH TEST PER ASTM C-1019 (TEST 6 CUBES PER DAY) �
<br />a MORTAR STRENGTH TEST PER ASTM C-780 (TEST 3 CUBES PER BAY) I
<br />C CONCRETE MASON Ry Uarrs (FOR EACH TYPE &STRENGTH) (TEST 20 UNITS
<br />PER -0 Dwumffs PLAGSD)
<br />COPIESO TEST RESULTSS�LSEIMMEDI TELY FORWARDED TO T14E ARCHITECT,
<br />ST UCTURAL ENGIFTEER AND GENERAL CONTRACTOR
<br />I I SEE SECTION 2104 IN 201D EDITION OF THE FLORIDA BU ILDING CODE FOR
<br />CONSTRUCTOR REQUIREMENTS �
<br />12 SEE PLANS FORMASON Y CONTROL JOINT LOCATiGNSAND DETAIL. SPACING OF
<br />MASONRY WALL GGWTAOL JOINT$ SHALL NOT EXCEED 26 FT THEMASONRY
<br />CONTRACTOR SMALL NOTIFY THE ARC41TECT OF MY DISCREPANCIES BETWEEN THE
<br />ARCHITECTLIRAL AND THE STRUCTUR DRAWING LOrATIONSOF CONTROL �KNNTS
<br />LONG 11DII REINFORCING IN TIE BEAMS, LINTEIS AND BOND BEAMS SHALL HE
<br />CONTINUOUS THROUGH ALL MASONRY WALL CONTROL JOINT LOCAT ON &
<br />13 WETTING0 MASONRY LIN ITS PRIOR TO OR DURING CONSTRUCTION TO NOT
<br />PERMITTED.
<br />14 CONCRETE MASONRY WALLS SHALL BE BONDEDAT ALL EXTERIOR A1413 INTERIC,
<br />THATE SECTING WALLS AND CORNERS BY OVEFU�PPING COURSES (RUNNING BONDI
<br />TH IS M(I APPLIES TO BOTH BEARING ANDSON HEARING WALLS. WALLS
<br />-SUPPORTED By SLAB HAUNCHES SHALL BE BONDED TO WAILS SUPPORTED By
<br />FOOTINGS WITH GALVANIZED 'Z'STRAP (I 2 GAGE MIN )ANCHORS AT 24 INCHES O,C. IN
<br />MORTA 40NITS
<br />IS ALL MASONRY HEAD ARE) END JO Nil $SHALL BE FILLED SOLIDLY WITH LIORTAIT FOR A
<br />DISTANG FROM THE FACE Of THE iI NOT LE6STMAN THE THICKNESS Of THE
<br />TO NGU UDINAL FACE SHELLS
<br />IS TO REDUCE LEAKAGE OF GROUT INTO ADJACENT VERTICAL CELLS, CROSS WEBS MUST
<br />BE FULLY BEDDED III MORTAR AT ALL CELLS CONTAINING VERTICAL REMFORCIRG
<br />NOTE WHERE GRO UTING TECHN TOLIE WT 3 KOT REQJIRE THY CODI PLACEMENT
<br />OF CLEAMOUT HOLES MASONS ;;�LL EXERCISE BOOM —URESA ARE
<br />N ECESSARY TO KEEP CELLS CLEAN& FREE OF SGIL, SANG, MORTAR FINS
<br />DROPPINGSL ETC SO AS TO HOT INTERFERE WITH GROVTfOUNDATION BOND
<br />AT GROUT TED GEL' S , 50 AS TO HOT RESTRICT THE FLOW Of GROUT AND SO AS
<br />TO PROV BE A FULLY HOMOCENEOU SLY G ROUTED CELL
<br />117 P-ROViDE A 2- HIGH X 4'WFDE CLEMOUT HOLEXT THE BASE COURSE OF ALL
<br />PtE INFORCED CELLS TO VERIFY PROPER GROUT PLACEMENT WHEREVER GROUT POUR
<br />HECHT EXCEEDS 5'-O'EN HEIGHT REMOVE DEBRIS FROM CLEANOUT HOLE PRIOR TO
<br />CA ING GROUT POURS EXCEEDING 5-' 'IN HEIGHT SNAU BE PLACED IN INDIVIDUAL
<br />LIFT WHICH SHALL HOT EXCEED 5'-V IN HSIG T GROUT POUR FIE GETS SHALL NOT
<br />EXCEEDWAY.DUETOTHE DEFICULTYIN VIBRAI ING ANDLENIOTH OF AVAILABLE S'4'
<br />DIA. HE LOW VELOCITY VIBRATORS. EACH LET MUST BE CONSOLIDATEDARD
<br />FRECON SOL,OATEDAS INDICATED BELOW PR TOR TO PLACING THE NEXT : IFT
<br />TERMINATE TOP OF GROUT POUR 1,2'BELOW TO P OF MASONRY UNITS TO PROVIDE
<br />SE EAR KEYFOR CONTINUED GROUTILIG
<br />IS ALLGR IT PLACEMENT SHALL BE CONSOLIDATED IN PLACE TO INSUR SOLEKY
<br />GROUTED LEMENTS HAVING No POCKETS, VOIDE HONEYCOMB ETC. By USE OF A
<br />LOW VELOCITY MECHANICAL INSRATOR HAVING A 314 HEAD GROUTSMALLBE
<br />RECONSOLIDATEDWITHI" ISTO 30 FANUTES OF INITIAL POUR AND CONSOLIDATION TO
<br />ADJUST FOR WATER ABSORPTION INTO CATUIS
<br />Ip MER GROUT PLACEMENT IS INTERRUPTED FOR ONE HOUR OR MORE THE LAST
<br />POUR MUST BE TERMINATED I 1,2 INCHES BELOW THE TOP OF THE BLOCK TO PROVIDE
<br />A SHEAR KEY FOR CONTINUED GROUTING
<br />2C THE CONTRACTOR HAS THE FULL RESPONSIBILITY OF PROVIDING ANY AND ALL
<br />T
<br />NECESSARY GRACING DENVILLE DURING CONSTRUCTION TO MAINTAIN STABILITY AND
<br />STRUCTU RALLNUPIRITY, RETAINING WALLS, IF ANY SHALL BE BRACED PRIOR TO AND
<br />DURING ALL EACKFILLNG AND COMPACTING OPERATIONS
<br />21 MOVIDE HORIZONTAL AND WTTTICA� REINFORCING PER CONTRACT DOCUMEN75 AND
<br />SO ID GROUT FILI ED CELLS AT ALI VIERTIrCAL REINFORCING
<br />NOTE NORIZO TAL AND VERTICAL REINFORCING EREaAFGTO BE EMBEDDED IN
<br />GROUT SHALL BE PLACED AND HELD IN PROPER POSITION DUR4NG GROUTING
<br />(By MECHANICAL MEANS IF NECESSARY) SO AS TO ALLOW FOR A MINIMUM
<br />THfrAMFSSOFrAOUT�CLEARbIS_ S"WEENTHE REV ORCINGAND
<br />'ANCE
<br />THE INSIDE FACE OF THE MASONRY UNG )OFNOTLESSTHANV4INC"FOR
<br />FINEO NICHITME) NOT LESS THAN V2 INCH FOR COURSE GROUT
<br />NOTE VERTICAL OETAS SHALL BE GROUTED TO WITHIN',i INCH OF THE BOTTOMOF
<br />BEAMSPRIOR TO THE PLACEMENT OF LONGITUDINAL BEAM REINFORCING
<br />C.EILS�XLt4OT6F.GR.OLTTEL)ASSFAtAISSENGPOtJREDORGROO-EDf
<br />22 PROVIDE REINFORCING BAR LAIR SPLICE LEN43THS AS StfOWN ON DRAWING BOX, IN
<br />ACCURUANCEWTH THE 2010EDINONCIF THE PLORIDANIALOING '00t
<br />NOTE IN BEAM", TIE BEAMS ETC. PLACE LAPPING BARS IN VERTICAL ALIGNMENT.
<br />ONE ABOVE THE OTHER N ORDE 70 AVOID REINFORCING CONGESTION,
<br />PROVIDE Artrall ATE �E FOR PASSAGE OF VERTICAL REINFORCING
<br />PROVIDE FOR PROPER GROUT FLOW & CONISCr IETAT�N TOPR
<br />PROPER GROUT COVER AROUND RELINFORGIN6 AND PROVIDE FOOVAIMPRIFDOPRER
<br />DEVELOPMENT OF REINFORCING,
<br />23 VFRTIM REINFORCING III ON THE DRAWINCSSHALL BE DOWELEDOUT OF
<br />THE FOUNDATION ,,OR ELEMENT WHERE RENFORUNGOIMNATES (bEwsijia, I iE
<br />SCAM.WALL ETC)IJTIIIZtNGASrTANDARDACIOODEG HOOK(EMBEDDEDTOOEVELOP
<br />THE FULL ULTIMATE TEN$1LESVRENGTH Of THE BAR) ON 0.
<br />24 VERTICAL WALL REINFORCING INDICATED ON THE DRAWTHGS,WHEREVER POSSIBLE
<br />WALL EXTEND FROM FOUNDATION (OR PER NOTE NO 23 ABOVE) TO TIE BEAM AT THE
<br />TOPOF-HEWALL PRO IDEASTANDARDAC190DEG )400KOUTOF7HEFOUNDATtON
<br />AND INTO THE TIE BEAM LAP SPLICE: EFIGINTS SMAL- BE AS INDICATED BY NOTE NO,
<br />Z2.ABGVE WHEN A VERTICAL DOWEL DOES NOT ALON WrN A BELL IN THE WAL!
<br />ABOVE, 7 SMALL ROT BE SENTMUkE THAN 10 DEGREES FROM THE VERTICAL (RIiMOVE
<br />CE LL DIVIDER WES MEN REQ 0). FURTHER ' THE DOWEL SHALL NOT BE SENT MORE
<br />THAN ONCE AND SHALL NOT BE DENT INTO A CURVED SHAPE. DOWELS MUST BE
<br />GRO UTED INTO CELLSFIVERTI LAUGNMENT
<br />NOTE MEN LAYING OUT FCQ FOAL ION DOWEi S FOR'UN rORMLr srAcEo WALL
<br />RE14FORCING FIRST LOCATE DOWELS SPECIFIED AT WINDOW. DOOR 8 OTHER
<br />MASONRY OPFFIRVI ENDS OF WALLS, COI UMNS, PILASTERS, TIE COLUMNS
<br />ETC THEN LOCATE THE DOWELS It, BETWEEN AT THE SPECIFIED MAXtIJU M
<br />SPACING
<br />2S UNLESS ' ,PECiFICALLY RETAIL ED TO RE MORE HrAVftY REINFOA CF n, PROVIDE THE
<br />26 PROVIDE CORNER BARS AT E FOS AND 00 RNERS OF ALL WALLS, FOOT WES, BEAMS. �
<br />ETC BAR MIS AND CUNT SHALL MATCH TH E LONGITUDINAL REAMFORCIFOLN THE !
<br />MORE HEAVILY REINFORGED CONNECTING MEMBER or FIT 0 )
<br />:
<br />NOTE AT CORNERS Or BEAMS, TE BEAMS. FTC, PLACE AMID TIE CORNER BARS IN �
<br />VERTICAL ALIGNMENT EITHER ABOVE OR BELOW CONTINUOUS: ONGITUDINAL 1
<br />REINFORCING TO AVOID REINFORCING CONGESTION, ALLOW `6R ADEQUATE 1:
<br />SP _F FOR PASSAGE AND CON SO UDATKN OF GROUT TOALLOWSPACEFOR :
<br />A'
<br />PASSAGE OF VIERTICtil IRCIRFDRICING, PROVIDE FOR PROPER GROUT COVER I
<br />AROUND THE REINFORCING, AND TO PROVIDE FOR ADEQUATE DEVELOPMENT
<br />of THE REINFORCING I
<br />I
<br />29 DOWEL INTERSECTING WALLS BEAMS, ETC WITH DOWIEILS OF THE SAME SIZE, COUNT
<br />AND SPACING AI HORIZONTAL RE14FORCING IN THE MORE HEAVILY REINFORCED
<br />CONNECTING MEMBER (U N 0 r
<br />30 71F BEAMS, MERE CONSTRUCTED OF REINFORCED MASONRY RLAL_ NOTI=UPT
<br />SH
<br />CORI INU TY OF VERTICAL REINFORCING HORALOWALREINTO NOBARS HE
<br />PACED III CONTINUOUS MASONRY COURSES CONSISTING OF BONDS AV, OR LITITTEL
<br />BLOCK UNITS AND SHALL BE SOLIDLYGROUT11) fM �CE. UNLESt;GIHIIJRW*k �
<br />DETAILED HORIZONTAL REINFORCING SHALL CONSIST OF A MINIMUM OF 2 NO 5 BASS I
<br />.
<br />PLACED CONTINUOUSLY III EACH COURSE �
<br />31, PRGV:DE PRECAST PRESTRESSED CONCRETE I INTELS?WITH 2 NO � BARS 1
<br />COST Fluclus SOLIDLY GROUTED IN PLACE) ABOVE ALL MASONRY OPEFLN US WHERE
<br />L INTEL TS NOT OTHERWISE SPECIFICALLY DETAIL ED ON THE DRAWINGS
<br />NOTE PROVIDE ENGINEERING SUBMITTALS FOR AL L PRECAST PRESTRESSED
<br />CONC ELINIELSANDaILLS. THEMINNIPUREUMHUMENTSFURSUMMAL
<br />2 Of ALLOWABLE UNIFORM LOAD CAPACITIES FOR GRAVITY UPLIFT
<br />ANDI-ATERAILLOADS SU13mgTAIM,LISTBESiGt4ED,S�LErJAM DATEDBY
<br />THE PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE Of THE ENGINEERBIJ
<br />AND TE$TflG UPON WHICH THE ALLOWABLE LOADSARE BASED SUMBI
<br />M ST INCLUDE THE MANUFACTURERS CATALOG ENGINEERING UATA
<br />:
<br />1, UNITS SHALL BE FABRICATED BY A FIRM EMWED N THE :
<br />'AN FACTORING OF MECAST AND ME -STRESSED CONCRETE U i
<br />LINTELS AND SR.LS FOR A ITITIMMUM OF 5 YEARS, FABRICATOR SHALL �
<br />� AVE AQUALTYASSURANCE PROGRAM THAT COUP! IES WIN THE �
<br />PROC URESOFMANTUAL 118 BY T14E PRECAST PRE-STRESSEO
<br />C014CRE-E INSTITUTE,
<br />2 PLAIN RECORDS OF PRODUCTTONANDQUALETY CONTROL SHALL RE �
<br />I
<br />KEPTIN CCOINIANCEATIM THE PCI RECOMMENDATIONS AND MADE
<br />AVAILABLE UPON REQUEST FOR THE ARCHITECITENGINEER 1
<br />3, CO ESANDSIANDARDS
<br />A, AMERICAN SOCIETY FOR TESTING ANDMATERIALS (ASTM)
<br />, C13 - SPECIE ICATON FOR CONCAFTE AGO REBATES �
<br />2 660-SPECIFICATION FOR PORTLANDCEMENT .
<br />13 PRECAS �PRE-STINTSSED CONCRETE NSTITOTF(PCO .
<br />.
<br />STANDARDS MANUAL FOR QUALITY CONTROL FOR PRECAST
<br />ARC PRFmSTRESM0 CONCRETE UNI
<br />G A ERKAH GUNK:RELE INSTITUTE BUILDING CQUE
<br />REQUIREMENTS FOR STRUCTURAL CONCRETEACI 318)
<br />D AME CAR CONCRETE INSTITUTE. BUILDING COLE .
<br />REQUIREMENTS FOR PASONRYSTRUCTURES (AC15301
<br />4 GO HORSES MATTER LS
<br />A PCIETIAND CEMENT (ASTM MSR, TYPE I OR 111. GRAY CfN OR �
<br />8 AGGREGATES. (ASIM C33) I
<br />C WATER POTABLE :
<br />I
<br />1) ADMIXTURES , SHALL NOT CONTAIN CALCIUM CHLORIDE OR
<br />CHLORIDE ONTS I
<br />5 REINFORCING
<br />A E;ErENRNEG;UEUM,DRCrMENT ASTM A615 GRACE 40 Of N
<br />a PRE -STRESSING STRAND ASIM A418 270 KST LL
<br />6 ALL U LINTEL UNITS I 4 FEET IN OVIIJDULL LENGTH AND SH BITTER SMALL �
<br />Of MADE OF CONCRETE WITH A MINIMUM SIREN GIN OF 3500 PI 28 :
<br />DAYS
<br />7 ALL U- INTELS EXCEEDING 14 FEET IN OVERAI L LE14 GTH SHALL BE
<br />MADEOFCU CU,RETFWUHAMWIMU%4,�IRENGf�OFOOWMAT2Z
<br />DAYS AND SHALL BE PRE-STRIESSED CONCRETE :
<br />e, ALL SILL UNITS SHALL BE MADE OF CONCRETE Woof A MINIMUM
<br />STRENGTH OF 3000 PI DAYS.
<br />9 ALL UNITS SHALL BE SAND BLOCK FiNTSH EXCEPT PRE -STRESSED 6' �
<br />I
<br />WIDE, AND 12'WrDE AND V111I SHALT BE SK400TH FORM FINISHED 1
<br />1
<br />32, M AGE KNOCK OUT BLOCK SILL BEAM SELOWATNDOWS NVITH 2 NI BARS
<br />CONTINUOUSSOLIM Y GROUTED IN PLACF)MERF SILL BEAM IS NOT OTHERWISE i
<br />SPECIFICALLY DETAILED ON THE DRAWINGS
<br />33 THE MINIMUM BEARNGOF THE LINTELSONAUJACENT MASONRYSTIA: I HEV �
<br />I
<br />34, WHEREVERTICALREINFORCINGOLCURSAI LINTEL BEARING POINT PROVIDE
<br />CAST IN 8LOCKOUT IN BOTTOM OF LITATIEL TO ALLOW FOR PASSAGE OF CONIPRIOUS
<br />RE WrORCING AND GROUT
<br />NOTE NOR GONTAI REINFORC04G IN SILLS AND I INTIET 5 SHAL L (UNL E SS
<br />SINARF WALLY DETAILED TO EXTEND F UR IN ER;RUN CUNTNUGLI UG AT LEAST -
<br />SINCRESM ONO FACE OF JAMS Of M 0) INTO GROUTFt) AND VERTICALLY :
<br />RUI ' 0 CELLS BEYOND,
<br />35. MINIMUM BEAR ING OF MASONRY AND CONCRETE BEAMS ON SUPPCRI SHALL BE r
<br />�UNO j, HOWEVER WHERE MASONRY BEAMS BEAR ON MASONRY OR CONCRETE
<br />COLUMNS, EXTEND TH E BEAM AND CONINUOUS LONGITUDINAL BEAM REFIF ORCING) �
<br />OVER HE PUT - LENGTH OF THE CONCRETE OR MASONRY SUPPORTING SECTOR I
<br />WHEREMAMS BY OR CONCRETE BEAMS BEAR ON MASONRY WALLS, EXTEND THE
<br />BEAU BEYOND THE FACE OF THE SUPPORT OVER ALL SOLID GROUTED AND
<br />I
<br />REINFORCE BE LS. LENGTH Of BEARING OF BEAM SHI � Or BE � , E SS TRAIN THE
<br />DEPTH Of THE aiwiL
<br />3121 TH FIRST STIRRUP NALL BEAMS SHALL BE PLACED ATONE HALF THE SPECIFIED
<br />STIRRUP SPACING FROM THE FACE OFTHE SUPPORT. �
<br />1
<br />37 UNLESS OTHERWISE NOTED, DETAILED OR SCHEDULED. ALL MASONRY COLUMNS, TIE
<br />COLUMNS, ANDMASITALS SHALL HAVE NO 2 CLOSED LATERAL TIES PLACED IN :
<br />MORTAR JOTNTSAT If 0 C WHERE INTERIOR LONGITUDINAL BARSARE SPACED MORE
<br />THAN e INCTUES FROM A GORNER LONGITUDINAL BAN HAVING LATERAL SUPPORT I
<br />PROVIDED BY THE CORNEROF ATUATERAL TIE PROVIDE DOUBLE HOOK rRGSS TIE IN, �
<br />ADDITION TO LATERAL TIE
<br />38. WHERE ANCHOR BOLTS ARE SET IN MASONRYWALLS, FILL BLOCK CELLS WITH GROUT
<br />ATCCI RSIES WHERE BOLTS ARE TO BE PLACED AND AT LEAST TWO COURSES BELOW
<br />LOWIESTROLT(S) ADDITIONALLY, MERE EXPANSION ANCHORS ARE TO BE USED
<br />M OIADE SOLID GROUT AT; EAST 8'AROUND 13OLT IN ALL ERECTION: AND LIMIT
<br />SPACING BETWEEN BOLTS TO d-O.C,
<br />i
<br />39 OF RK ty. REINFORCING SHALL NOT BE CUT TO ACED MODATF7LIFINSTALLATION �
<br />OF EMBEDS, MICHORS, SLEEVES ARDOR OT14ER ITEMS WFIEFIESUGHS
<br />LDIAVOLETABLE, NOTIFY LIFE STRUCIURAL ENGinrrROrTHEINTF,NTtONTOC)OS0,AND
<br />PROVIDE ONE ADDITIONAL IBM EACH SIDE OF THE MANmI cur sizEoFALE,
<br />BARS SHALL MATCH SIZE OF ORIGINAL BAR AND LENGTH SHALL BE ADEQUATE TO AT .
<br />LEAST PROVIDE ' OR A 72X BAR DIAMETER LAP (OR EMBEDMENT) EACH SIDtOF THE
<br />SAN M TCH WAS CLIFT,
<br />Q THE CONTRACTORSHAL: DELIVER TO THE CONSTRUCTION SITE AS AND WHEN
<br />DIRECTED TO DO SO By THE ARCHITECT OR STRUCTURAI ENGINEER AS MUCH AS AN
<br />ADDITIONAL ONE HALF TON OF STOCK LENGTH NO 5 REHM AND PROVIDE SUCH, LABOR
<br />A11DCROUTASLSNFCFSSAQY I 0 INSTALL THE REHM AS DIRECTED UNUSED
<br />MArIEDA1. AND LABOR $14ALL BE CREDITED TOT FIV OWNER AT THE GUN I PACT UNIT i
<br />PRICE,
<br />11 THE CONTRACTOR 'HAL: BE RESPONSIBLE FOR THE PROPER DESIGN AMD
<br />CONSTRUCTION OF Alt �ECESSARY FORMWORK SHORING AND RESPIC, RING THE
<br />DESIGN SHALL 13E PREPARED By A PROFESSIONAL ENGINEER CURRENTLY REGISTERED
<br />IN THE ST E CF INTENDED CONSTRUCTION OF THE PROJECT AND ERECTION i
<br />DRAWING $HAL: BEAR HIS SEAL, S,GNATURE AND THE DATE ERECTION DRAWINGS
<br />SHALL BE SUSNiTTEO TO THE RIESPONSISLE BUILDING AUTHORITY
<br />42 THE CONTRACTORRiAl-LETERESPON IDLE TO PROViDEIFOR PROPER STORAGEOF
<br />MASONRYMATERIALS ON THE CONSTRUCTION SITE AND TO ASSURE THAT THE
<br />MATERIALS AND CII REMAIN CLEM AND DAY AT ALL TIMES PRIOR TO PLACEMENT
<br />.3 YNTLE MASONRY WALLS ARE BEING CONSTRUCTED, IT 16 THE RESPONSIBILITY OF THE
<br />MASON TO BE GORE THAT THE WALLS ARE rOVEREDAT ALL TIMES CwHEN NOT SENG
<br />WORKEDON). THE COVERING CAN BE PLASTIC. CANVAS ORCIT HER SUITABLE
<br />WATERPROOF MATERIAL THAT NOT ONLY COVERS THE TOP OF THE WALL BUT ALSO
<br />PROJECTS DO INK AT LEASTTWO FEET ON EACH SCEOFMEWALU THSISTO
<br />ENSURE THAT WATER DOES NOT ENTER THE OPEN CELLS AND THAT THE WALLS DO
<br />NOT BECOME SATU RATED, PARTIALLY COMPLETED MASONRY WALLS THAT ARE
<br />EXPOSED TO RAN MAY BECO"NE SO SATURATED WITH WATER THAT THEY TAKE
<br />MONTHS To DRY OUT INTO CAN ALSO CAUSE Efft -Gqr'%Ce INCE IN ADO" ION,
<br />SATURATION OF MASONRY WALLSWILL INCREASE THE AMOUNT OF SHRINKAGE
<br />CRACKING IN THE WALLS AND THE CONTRACTOR AND MASON WILL BE RESPONSIBLE
<br />, REMEDATE THE CRACKING SITUATION
<br />67 1 A ,
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