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<br />JLD'�Nf_4 CODE- 2010 EDITION OF FLORIDA SLI91-3L CODE-
<br />EGIA'L fNSPE(A_ION REQLUIREtA&,iTS: �NO-�NOT CLASSIFJEDAS, ATHRESHOLD BUILDff,�G
<br />SIGNIWIND LOADING CWTERtA.:
<br />DES IGIIi FOR THE f,4AXl?.lJTV-. FOLRCES7 (IN C_-UDi.z4G U PI_IIFT'�L� RECIUiRED BY THE 2ckl.�
<br />EDIT fOiN' OF THE FLO RJE)A BU ILDIING GCDDE. DE,51GN: WR,�D LOADIN Gif',l ACCORDAINC�E:
<br />kAITH ASCE 7-10,
<br />1. BASE-WIN,-D SPEED 137 I�PH
<br />2 OCCOPANCY PfSKCATEGOPY 11
<br />EXPOSURE(SUR_ CEk_OUr NESSCATEGORYi=
<br />SjjQ
<br />EGO 'Y
<br />I (GCp! 0 1 f',
<br />4. R ENcLOSEDl
<br />A V I TY D S 1: G 0 A D S
<br />DEAD LOADS-
<br />R o 0 1--:
<br />STPUCTURE: 25 PSF
<br />LIVE LO'ADS
<br />ROOF:
<br />z 215 PSF
<br />ROOFUPLIFT:
<br />BUILD I NG STRIJC�TURE IS DESIGN ED AS 'IN, 0-N-SELF SUPPORTING) STEEL FRANIE
<br />'CRARY bRACING AS PEQIjIPL--D To flAIN'TAtN STRUCTR�RAI_ STABILITY OF ALL
<br />C.TURAL ELEMENTS (0NCLUDP4Gl, BUT NOT L.IrOfTED TO, STEEL FRA�'.AING, WALLS, BEA�,,l--_S..
<br />',jS' FC tONS A
<br />ETC UNTIL SUCH TiM.FAS ALL STEEL FRMj8ETO WALL cx)z�o" T AI'4L
<br />T 0 %,N'A L L DIAP H RAG M, ICOL N N E CT 10 1*! S A R E I-* M P L ETE D.
<br />TH E CONT RACT,' 0 R SH ALL CAP EFU LLY STU D Y A�"-�'D C 0 N! PAP E TH E GO N-T PACT
<br />DOCUM L NT S_ T HEY SHALL BE RESPW%"LStqL E FOR THE FTEL_ D GO ORD f,,IAT 10, IN 0 F
<br />C:l%jjI . fe'LE ES,
<br />ARL' CH IT ECTU RAL, STRU5�TURAL ! �: t.;HAN iCAL Ai"I:D ELECTRICAL TRAD
<br />At-�YLC5[c-,:,f-<EPA�lC�ES.BETWEEz�4-DR�ki�,il,�,$GS
<br />DETAILS- lf��EN &t() NS. ETC __ SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />COIT��STRUCTI.,':',N OF T HE AFFECTED ARE.k DO NOT SCALE FOP
<br />NOT PROVIDED- REFER T 0 THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT
<br />PR OV',,DEJl__Y n N TH E STRU CTUR, AL DRAIAlfNCi S
<br />THE CO-NTAINED 1,N' THF STRUCTURAL CiRANV*,�GS I ITSEI F�
<br />INCOMPLETE AND SHALL BE USED IN CO,',;.JUNCTi0l4 '4VITH ALL CON TRACT DOCUMEIIiTS,
<br />IN CIL ' :DfNG THE WRITTE-N Sp_� CJ'FIGATfO�"�_ ISS_�J ED IN CONJUNCTI.W4 WITH THE
<br />DRAIAT,,'CR�', AN'D ALL REFER.ENCE D C,0�'QSTRUCT�.ON MATERIALS IN'ST:ITUT I- OR
<br />ASSOC fATIO III SPEE�--i-FlICATIONS., STANDARD PRACTiCES,CouES, ETC,
<br />SPEC IF ICATIO NS t�,flDICA.TED� IN' THE '53TRUCTURAL CONTRACT D'U(4UMENTS A -RE TO BE
<br />cbl.�-';IDERED smimu�,l ACCEPTABLE CRfTEPIA AND MAY BE Sul PER, SEDED BY
<br />STRIN'GENT CRITERIA REOlUiPED AS A PART OF THE ARCHRECTURAL CONTRACT
<br />DOCUMENTS-
<br />SECJ._fONSAN,D DETA�LS ON' THE DRAWfINGS ARE INTE!'+DED TO BETYPICAL AND SHALL
<br />APPLYATAlU 'Sjp%�'
<br />LOLCAT�O.,,S UNLESS OTHER SECTIDINS X.�D DE-TA:LS ARE
<br />SPEC It-- fCA;_:_y REVERENCEDL
<br />WHERE. INTHE OP�NHOIliOFTHE GONTPACTOR:
<br />A- JSL�!"I"JC��EAP
<br />B, WFORMATION IS NOT Pp'QLViD'ED
<br />C. THERE IS A CONFLICT SETWEE-NL THE DRAIWIN�GS A',',;D THE S,'PE-GIFICATION
<br />D - THE RE IS A CON F� iCT WITH IN Tl�E DRAWINGS
<br />E_ TH ER E I S A CO NF: ICT �Vff H IN TH. E SPE CIF tC AT 1ON S
<br />TH E H tG H FIR 01JALIT Y ANLD.,'i)R G P Ee,,T ER' 0 Lt AN' T IT Y OF TH E GO N FL ICTiN 0 OPTION S
<br />SHALL GQVERN. THE DISCOVERY OFSUCH SfT-',jATI0N8.L THE
<br />CONTRACTOR SHALL CONTACT THE AR0-fqECT,`E4GfNFER FOR GUIDANCE- THE
<br />ARCHITECT;E-NGINEEP IS AND SHALL REMAf�,l THE r- f��IALAUTHORITY F L 0��
<br />INTERPRETAT 10�'4 0 F THE DOCUMENTS IN SfTUATiON'S OF C13N t`LfCT_
<br />REFER To Tlc�.E ARCHITECTURAL DRIAININ GS FOR F fNiSHED FLOOR ELEVATIONS _. S L OP E
<br />A,!',; D *� - 0 CA T 10 N' 0 F D E P R E S S F D A R, E A S, C 0 f �l P A R E �,' ,, I T H S T R t I C T � J I-,, A L P L A,," S A N D
<br />DETAILS AND REPORT /5mNlY DISGREPAN'CIES T 0 THE ARCHITECT L:*kl'rjR TO FAURPICATIO,N
<br />�-'iR ATION OF SPPUGTURAI, Yi�ORK.
<br />ALL Iv_ATELR:Ai'_S AND VVOPKt�,�ANSHIP SHALL BE IN AC�_-ORDA�,ICEVV'tTH THE 2010 EDITION'
<br />OF -, �iE F:-O RIDA BIWILD-ING CODE AIND THE WRTTTE*Il SF-ECfFiCATllDN BOOKLET, ISS�)FD
<br />WITH THE
<br />THE SAFETY OF THE WORKERS AND THE CON-STRUCTIO.,N SITE ISIHE SOLE
<br />RESPONS:BiLITY OF THE CONTRACTOR NEITHER THE ARC'.-.'ITECT NOR THE
<br />STRUCTURAL E.�-4GINEER SHALL BE HELD LIABLE FOR ACC-c[DENTS DUWNG
<br />CON STRU CTIO q-4 OF THE PR. DJECT . THESE DO� C Ii'MENTS, DO NOT JNC;_U_nE PRCIV00N S
<br />TO SAT IS FY SAFETY P E0 U TH ' El- I Y R E S 0 �4 S.' E F .
<br />� E CONTRACTOR IS SOL P OR
<br />E,�'4 SU R f �',i G 'WITH ALL OSHA STAN E0,R DS. JOB SITE VIISfTS BY T.HE
<br />EN,,GI:NIEER SHALL NOT COe4ST !TOTE OR UABIUTY -FOR AN;Y
<br />HAZ A R D 0, �_'S C 0 N D IT 10 NS �
<br />IT 1.5 THE S-0,LE RESPON'_SfBLjifTY OF- TI-iE CONTRACTOR TO -DETERN,'�INE ERECTI�-�N
<br />N�ETHODS AND SE0ijE-NCE OF CO,'4STRUiCTICIN'� IT 6 THIE SOLE
<br />f 0 E F
<br />'UR "�TLA LI, if Y
<br />THE CONTRACT OR F THE STROCTU'RA,'_ 3 B!_ OF
<br />T,--;EBUtL_rRNGAI`,,',U ALLPHASE'SOF GON'ISTRUC�TlOt-,'
<br />THfSINCLUIDES, BUTfS NOT Ll�-,�.FTEDTOTHEADDITION�
<br />TEIMPORARY BPACIN;G ` GUYING. SLlQR*,,NG. TIE -DOWNS, ETC , THAT fv,A,Y BE RE�QUIRED
<br />TO -P ES I S T F 0 P CL E'S A P P L. I ED D U R I NI G COI, I S T R C T I ON. I N C L_ U D, i I,,- G �Al I ND
<br />THE GONITRACTCjR SHALI_ EXERC�:SE SUCH -M.EASURES ASARE RECIU'IRED TO PROTECT
<br />ADJOIN'tNG P_R�OPERTY, STRUCTLIRES
<br />FACfLITIE4,5AND UTf.'LtT IES FROT�,?., DA"Y'AGE DURING
<br />CONSTRUCTION -
<br />THE IGENERAL CONT RACTOR SHAL.- F�ELO VERIFY ALL DM!EI"4SlOiNS PRIOR TO
<br />CtDNS fRIITC�j THE CON'TRACTOP -SHALL ALL
<br />A�ND ELE'�,�ATIONS VVITHi THE ARCHITECCTI-jRAL DRN,;VTiGS_
<br />THE CONITRACT0R, SHA� IL SE RESPLO?�SJSLE FOR THE PROWER DESIGN AND
<br />CONSTRUCTIO.",', OF ALL N-ECESSARY FOR�,IWORK SHORRQG.. RESHOPt'-NG ANDI
<br />WHICH R� REOUIRED TO SAEE�_Y t;ONSTRUC'�T THE STRUCTUPE_ THE
<br />_jL -'�RA.�',!YE)A,vAGEGAt3SEDBYTHF:l�,fSTAt-L
<br />CONffRAGTOR IS RESPO'lfS:I3 E Ff- AT
<br />ANYTE�'�' JQ ESIG'NOfANYREC2UtRF
<br />..Pf. _AR RiNGANDI U�NDEf- NING- THED -0
<br />FOR, MWC.�RK. RIFSHOP�NG. ONDERPINN INIG. ETC-- SHALL BE PRO:ViDED BYA
<br />PROFESS�ONAL ENGINEER CURRENTLY REGI:STERED IN THE STATE OF FLORI'DA
<br />�NVHCISE TRAINING AND PRACTICE E_KPEWF-NCE IS STRUCTURAL ENGtNEER?:N'G'
<br />DESIG-N' CALCULATIONS AND ERE-CTION DRA'VANG �`WHICH SHALL BEAR HILS SEAL,
<br />SIG TO I GJ4.RECTL
<br />,NAT U RE A�-,; D THE DKIF E, Sil. ALL BE C-U fTTE L -HEAR AiND
<br />REC�PON'SIBLE 6Ui;_Di--'4G AUTHORfTY�
<br />THE CONTRACTOR HASTHE FIOLL RESPONSfBIILITY FDR PROVIDING ANY AN0 ALL
<br />BRACING -NEGE'S'SARYTO `Q�AINffAIN; ST_A.BI-,'_ITY.,kND STPUCTURAl. INTEGRITY OF ljl_v'ALLS
<br />RETAIIIWNG ',1VALLS, l-liFAN1Y.)SHAL_.lBE BRACED PRIOR TO ANW
<br />DIURING ALL CO�-.8PACTING AND SACKFILIANG OPERATIONS
<br />'�% HOUT FIRST
<br />NO W: 0 DIFICATION 0 F AIliY STR'j CT URAL �t.lEtv3. BER SH ALL BE PERN. IT TE D 'IT
<br />OBTAINING f�NVVRIT INU, F Ro') tVI THE STRUCTURA, ENGtN EER THAT SUCH'
<br />M,ODT IGAT ION 'S PEPM, ISSiSl_p - T" IS tN Cl ODES AN Y MODiF 1CATi3_-'-."l 'NH. ICH WAY
<br />APVERSE�Y AFFECT THE STP EN 1-.' 0- F TH F M�EMEER �
<br />0 P 1) RAWIN GS ARE A NI ^AID FOR F fEL D PLAC E�,IENT AND AP E SO P-E RSEDED BY TH; E
<br />�UCTUPAL DRA�,VINGS_ IT SHAz L BE THE RESPONSIBILITY OF: THE CONTRAGTO. T MAKE
<br />TR
<br />RTAIN' THAT AL� CONSTRUCTIO-�4 IS IN FULL THE LATEST S UCTURAL
<br />AWft-IGS. REViEv'%,' OF SHOP FABRIfCATIC�IN AND EREG�TK)N DRA%Ni�-�GS BYTHE ARCHITECT ANF
<br />�UC'TURAL ENGNEER IS FOR C.'OORDINATIEDN' OF REVISIONS, INTERPRETATio.�4 RECILtc
<br />ESTS-
<br />Ci� FOR VERIFICATION --IF THE OF DFSIGI4
<br />OUIRENAE.NTS- �T IS THE RESP,01'1,18181ITY OF THE C;O,,',,qRAr;FOR To APPRIOVE FOR SAME AS
<br />OV E A.N D, I.N ADDITION, TO REViEW FOR DETAtL FJESiGN REQUIREt,3,EiNTS- AND
<br />REVfE'%N',lVVLL NOT COVER OR DETAI' REQU�REMENTS. SUCH A.S
<br />DR,
<br />THAT THE St�,Op A '�S
<br />E C,0RRE'_'T NOR INFE-Ri THAT TH
<br />ESHOP DRAAqNGS SUPF--z,.SEDF- THE STRUcTURAL
<br />A.;E REVIEIN'� NILL .NOT COMM.-ENGE U-%�Tlt_ A, L OF THE FOL." OWY�,iG REQUIREMEtffs
<br />E SATISFIED!
<br />PAPER SUBMITTALS S Ol-P !� tTiALS SRAi IL IN GLU'. DE: 0 NE S ET OF R _EPR 0 D UCIBLES &
<br />TWO SETS -_ F P P I NTS FO R Rl E VIEW AND F !:- E IN AF OFF ICE TH E R c PRO D'j C IB:_ E$ WILL
<br />BE rOARKED TO IN [ACATE A.-'4Y NOT ED REPAN C �,ES AN R:0R E RRO R,5. T H. E
<br />R.EEPR.O0IJC,lB!_E'S IA-fIll- THE"�i OF RETUR.NED, TO THE CONTRACTOR FOR OF
<br />D!S_I RIBUTION SET'-, FOR, T HE OWNER. SUB-CONTRACTOPS, ETC.
<br />ElECTRON:C SUB�-,,','TTALS SHALL !NCLUDE ONIF
<br />COtv'.-PLETE SET OF PRINTS FOR PHYSICAL REVIEWA.-ND FILE in,� ENGI N�EER7S OFFICE. IT
<br />IS NOT THE OF THE EW-3f5NEER TO BARETHE COST OF PRINTING
<br />COPIES OF SHOP DPA�NIIIJ�GS, FOR PHYSICAL REv'IF_W. ELEGTREDJN'�C SUBt-MITALS 'AMLL
<br />BE RED-LIN�ED F; EQTRQIl'jICAL_Y'y%lT�l, RE'ViE�N BE RETURNED
<br />TO, THE GONiTPACTOR FOR DiSTRIBl.JTIOz-4 TO THE O�N`NFR_.
<br />C,,'_)NTRACTOR_, SUB-CO.NTRACTOP-S, ETC-
<br />NOTE� MADF 1�.Nl A.NY FO-RM: GTHER THAN T��.AT REQlLIESTE0- ABOVE �NILI_
<br />SEREJECTED AND'VVIUL BE RETURNED TO CO'NiTRACT011, WffilOUT ANY
<br /><EVIE1,111. F'_ IINER
<br />AGTIO,�-.3 ',AlILL BE TAKEN IUNT IL_ A PROPER SUSI,43TTAL 15 RECEIVED.
<br />NOTE: A.-,,Y DELAYS 'CAUSED BY ffiWPO PER SUBIV'ITTALS Wl' BETHESOLE
<br />',;L�CH Stffluf�sff TALS WILL BE PEP_: RUi:'FT3lAe'ITH0UT ANY
<br />REQUIRE RESUB;'v'�l_FTAL_
<br />DRA'AfliNGS MUST BECOM.PLETE�- NIOT PROGRESS PRINTS� SIfflMITTI=D
<br />DRAVVINIGS MUST H'116&'VE SEEN, CHECKED, APPROVED, DATED.. M,,D 1:1flTiALED BY BOT H
<br />THEDETAil-ER ANDTH.-E PERSON IN RESPONSIBLE CHARGE OF FINAL REVIEWA�14D
<br />APPROVAL OF T�,E S)HOP 1N THE FABRICATORS OFFICE-
<br />4- THE COINITRACTOR SHALL H AVE REVIE"AED AND APPROVED THE SHOP DRAWINGS
<br />P 'DR , SHAL
<br />lqik TO SUSMiTTING FORAfE REVJE:Vi,�t THE PROJECTMANAGER L IN'DICATE
<br />(:EITHER BYCOVER LETTER OR BYWRITTEf4 STATEN'.-ENIT ON' EACH SHEET OF
<br />DRAWINGS SOBY-ITTEDiFOLLOWING NOTE:
<br />'THESE SHOP DRAWINGSAND ALL WORK TO BE PERF-CURMiED MEET;,__�R, EXCEED
<br />THE REQUIREMI:Ett4TS OF THE CONTRACT DOCLN.MEKTS IN ALL RESPEC-"TS'. THIS
<br />STATEMENT SHAILL BE SIGNEDAND DATED SYTHE: PROJECT MARAGEP.
<br />5. SUBMITTALS SHALL PROVIDE FOR AT LEAST FOURTEEN (14) WORKING DAYS IN THE
<br />F -N GIN FERS Of FACE FOR R EVIEW. FO U. RTEE N DAY 0 CK WILL NOT START UNTIL
<br />RECEIPT �')F PROPER SUBMITTAL. PHA-3ED At-,'DSWAILLER PACt,;:AGES. ARE
<br />N!0RE EASILYAND QU'ICKLY RETUR.NED-
<br />6 NOTE THAT TH El'_�ONTRACTO R'S �-OzZ SU B-CONTRACT 0 R'Sl FAILURE TO SUBM IT SH OP
<br />DPAW'INGS ffi A TI.fl?-.ELY fv'ANNER,'"PROVIDfNG FOR THE REWAPED REVIEWTIME IN THE
<br />NOT CONSTITUTE AN EMERGENC�Y AND AN' ItWFolATE
<br />R EVkl 8 Y T; i E EN G I NE E R t
<br />THE CO NzTRA2CT0i_-Z AN U SU B-CONTRACTOR'S SHALL ASSU ME F ULL RESPO.,4S�641 ITY:.
<br />UN REL IEVED BY REViEW 0 1-- SHOP DRAV43N' G 5, AN-D D 0 CUIM. ENTS. FOP: 0 �MEN SION S-1
<br />C00- P3'JNAT ION VVI OTHER' TRADES: FABRICATION' PROCE&SES.. CONSTRUC_�TION
<br />TECHNIQUES. SAFETY CONDITIONS, AN'D FULFI-LITNG DETAIL REQUIREN','ENTS OFTH:FIR
<br />CONTPAC T-
<br />GENERAL SPRF-AD f001ING FOUNDATION NOTES,
<br />MA)XIMUM DESIGN FOOTfNGi-SOiL COINTACT PRESSURE 2500' PSF PURSjj;A�.ff TO
<br />�EOTECHNICAL !NVESTIGATIO.N AND REPORT NO. DATED Fjii20,113.
<br />AS PREPARED RYAREHiNA ENGINEERI-iNG - ING_ OF TAII,�:RA., FLORIDA.
<br />TH-_G,EOTFCHN'IGA:_ REPORT CONTAINS Sol"Ll BORIIIJIS I'LOGS. FOUNDATi;DN DES'GN
<br />PECO:&,if.lENDATfQ-NlS AND SPECIFIC REQUIRED -SITEPREPARAT�ON AND SIT EVVORK
<br />IN;STJRUCT�ONS. THE GENERA;_ 0C)NTRAGTOR SHALL REFER TO THE REPORT FOR, STRICT
<br />SITEINORKINSTRUCTtONS AND PROCEDURES WHICH ARE REQ�jIRED ASA PART OF:
<br />THE FOUNDATION CONSTR.UCTION.
<br />2, AL: FILL MATERP-,L:5 HALL BE PLACED AND COMPACTED IN STRICT COt'lFORM4ANCE WITH
<br />THTEGEC-ITECHNICA..' PEP ORT ?RE PARED POR THE PROJECT, I'N' NO INSTANCE SHALLF I:-,-
<br />fyIATERLAL BE PLACED AND C,0�-,IPACTEDI ',,Il lf�,'DWIDUA:L LIFT DEPTHS EXGEEDING. 1211'�NCHES
<br />UNLESS SPECtFfCALLYD!RFCTF_D, TO13Cj SkDIN WRITING BYTHE PROJECT GEOTEGi-;,NIiC
<br />ENGINEER, '.,N! NO WSTANCE sHAL-i- FILL MATERIAL AND -,,txTuRAL suBGRADE -M.ATERAL
<br />�UPON _*�H. ICH F OUNDATIO NS A-14WOR SLAIB S O-N GRADF ARE TO BF S UPPOR TED) BE
<br />C01IN'TACTED TO A CRITERIA LESS THAT Sl 5%:OF IINCIMFIED PROCTOR DRY
<br />DENS ay UNLESS spEcamAtLy D�RECTED TO 00 SO [I,,' W-RITING BY T"-'.E PROJECT
<br />F:OTEC_;HNK-,4L ENGINEER,
<br />3. AL:_ POURED IN PLACE CONCRETE SI--LALL HAVE THE MINIMWIm" 28DAY ULTROATE
<br />CUNWRESSIVESTRENGTH:
<br />A- FOUIlDATIONIS - ft =3000 PSI-
<br />C_ SEAMS-ft=4a!GPSL
<br />4- THE OWNER SHALL RETAIN AN iNDEPEN;DEN;TTESTING LABORATORY TO PERFQRF,,?.- THE
<br />FOLLOWING TESTS:
<br />A� 0,'4E 0 ENSITY T EST FO P EACH 15fkA SOU AR E F � ET OF CO.M PACTEV SU 66 RAE' E OR
<br />COMPA�_'TEDFIL:_
<br />B. O.'%IE UEI,� SIT Y TEST- AT EACH GO:UM11N FOOT I:.4G
<br />C� O-NE D EiNfSITY TEST FOR EAC;:l 25 FEET OI:m WALL FOOTVG_
<br />P. SEE CAST IN PLACE CI314CRETE NOTES FOR CONCRETE TESTING REQU�-REh"ENTS.
<br />ONE GOPYOF ALL TEST REPORT RESULTS SHALi- BE SENT DIREGTILYTo THE A cHITEcT,
<br />5- AL. PEPWORCINGBAR SHALL SPECIFICATI"Di"j.
<br />6. AL.'_FuUNDATIONI REBAR LA-F-S S HALL B E AS SCH EDUl-ED ON THE ERA W IN G S F Q R. TH E
<br />S - - - I
<br />SPECIFIC STRUCTU'RA�_ AND STRE,&IGTH 017CONCRETE TO, BE POURF-C,
<br />7- PROVIDE COR'NEP BAPS TO fv',ATCH SIZE AND COUNT BARS.
<br />8- BUILDING DESiGN PURSUANT TO THE 2010 EDITION OFTHE FLORIDABIjILDING CODE.
<br />9. THE GONTRACTOR SHALL FIELD VERIFY AJ-L DliOE�'IlSfON S PRIOR TO BEGINNIING
<br />FOUNDATION CONSTRUCTIC)N
<br />`_DL UN -IGALLY DETAILED OTHERWISE, FOUNakTION'S SHALL BE LOCATED AT T E
<br />LESS -SPECti H
<br />C ENT ER 0 F '04ALLS A�N D1,C) R, CC) S WHIGH TH EY &UP POP T T ULERANCE FQ R TH E
<br />ACCEPTABILITY OF PLACEMENT OF FCA;�NDATIONS, A.NCHOR BO:LTS, COLUMN DOWELS,
<br />WALLDO'V",�ELS. ETf----,S�IALLSEC-O%."E�R?,�ED,3YTHEAPPPIOP.[?,,,,,�TEAi-CC..ACfANL;,:;OR
<br />BUILDING GODES PROVIS-IONS-
<br />-0N LAYIN-3 CUT U-N S
<br />SPACED REINFUPCING DOVY'ELS'. FIRST LOCATE DOWEL
<br />OPFI`iff-,3-S, DOOR OPENfI,46S. E.NDS Of"WAL:-S, CDLUNINS,
<br />PfLASTERS ' ETC,_ THEN LOCATE THE DOWELS
<br />UNIFORM. SPACUING�
<br />,2- THE FOUNDAT�ON CONTRACTOR SHAIJ - EXERCISE SUCH, N,,EASURESA-4 ARE REOUIRED TO
<br />PROTECT ALL ADJOR.UNG BWLD�NGS. STRUCTURES. FOUNDATJON�S. FACf_:ffIESAND
<br />FROM SUSTAINfING DAMAGE''�;VJ';ICH COU�T) RESULT WORK DONE UNDER
<br />TH; S N T R - A C � T
<br />IS- THE CONTRAk-TOR SHALL PPO'V'IDE SiJ04, f:0-UNDATION, STEPSASARE NECESSA17".YTO
<br />PzRt-,IIll'TAl_L BELOW GRADE G TO, PASS THROUGH',THE SOTTWAf3FT�,F_S-LA.B ON
<br />GRADE AND THE TOP OF THE FOUNDATION. PREFEIRABI Y,, THERE SHOU'Ll.; BE A Ml:-NikIUM,,
<br />4) F FOIJR INCHES OF SimL BETWEE'.1TH"El PIPE AND BOT� THE BOTTOM OF THE SLAB ABO'VE
<br />AND THE TOP OF THIE FOUNDATION BELOW- SEE TYPICAL STEPPED FOOTING DETAIL
<br />RiDfVIDUAL CULIAMN F0UNr_V,,TfOT-iS SH OULD BE LOWERED TO P'LUN'sBiNG,
<br />THE SHA: : RE'VIEW StJOI-i '.31TUATIDI,�SVVITH, TH.F: STR�_:CTIPIR'AL F_I,,IGiNEER,
<br />AND COORDINATE IAI�T-H SUBSi AND
<br />fv'ATERIAL SUPPLIERS-
<br />_OU
<br />DURING THE CO!NSTRUCTION PHASES (,*IF EXCAVATIO�i, BACKFILI-IIN'G NID F W -.f JON
<br />CU`NSTR;J�_TION, A SOI` S TESTtNG LABORATORY SHALL BE -RETA1!',iED BY TH.E OVOIER< TO
<br />PROVIDE C;_-)NSfRHfTfQN REVIEW TO t4SIjRE COf,�PLIANCE WITH THE CONSTRuCTION
<br />DOCUMENTS- THEARCHITECT SHALL BE lMUy"DIATE;`__Y NOTIFIED OF AN;Y OBSERVED
<br />ARE AT, VARIANCE WFTH THE FIELD CONDITtb-:�; s i.,,mjc.A.TEu WITHIN THE
<br />PROJECi qE,-'ORT-,
<br />15� UNLESSTHE OWNER SPECFI.C.AILLY PROH�BITSTHE USE -3F EARTH FOP�'�IS. TH'.E VERTICAL
<br />FACES OFFDUN.JDATION'S fv"AY BE EARTH FORtVIED SEKEPT
<br />VERTICAL;. CLEAN AND STABLE AND IF OVERALL FOOTING WIDTH IS INCREASED BY 2 1!NCHES
<br />0-iN EACH. SIDE (-,' INCHESTOTAL), IC-ITHERWISE VERTICAL BE
<br />PROVIDED-
<br />lq5. THE CONTRACTOR IS CAUTIONED THAT EXCAVATIONS ADJACENT TO OR U'NDER EXISTING
<br />0 R NEW; Y CO �NST RU CTED FOU N DATIO' NS S HALL NOT BE -PERM ITTED AND THAT T HE C-OST
<br />0 F REPAIR NNG A�--,'-Y DAtiAzGE N4'D.�OR SETT:_EfV`_N'-T FEZ5-tJ- LTIN G FIR 0.-`0- SAR�-H
<br />I I S ' -I Y
<br />,Nfl-L BE H! "HER RESPIU.NSIBILIT -
<br />CAST IN PLACE CONCRETE NO-IFES.
<br />CAST PLACE CON`- RZ I- FE WORK IN DE S RE �NFO RcIIi G. sT EELA;l� D RELATE D Wucz K
<br />S:_llC)`WN IN GLUDfl!413 FO Rf�4 l0vORK, SETTING AiN�GHOR BOITS, P�_ATES� FRAMES, DOWELS
<br />FOR MASONRY OR OTHER fTEf;,lS E.'�'UEDDEL'f IN' CON� CR ETE_
<br />'L -0 T HE RE Q U IqE&A. FTN TS'. O� F Tj-;. E F! 1;
<br />12 COIQF7OP5M1
<br />CODES� AND STANDARDS (LATESI EDfTIW4,5)�
<br />A, /.vf;l 117 "STA.INDARD TOLERA!,iCES FOR CO,',,C:-,ETE CONSTRUCTION P,ND
<br />tV`AT`RIALS!:
<br />B_ ACI 2-732 A R �'USE OF PO'Vk,� OR PROCESSED NATURAL �--jZZLOLANS IN' Co.-N Cp.ETE�:
<br />0 R
<br />ACf 2a2�2R �'U SE 4-� F FLY ASH CONC'RETE"
<br />0 R
<br />AC-1 23aR 'G:R0'W'-4D GRA`,,�C, LATE D BLAST F'_"'R�NACE SLAG' CEI�,'iENIT 1;'-;'
<br />CO'NCRETE AIND M-ORTAR
<br />A 3 SPEC _-;i�;ATfOIqS FOR STRUCTURAL CONGPETE FOR BUILDINGS"
<br />GI 01
<br />11, AC.1 302 'GU 0E FOR C ON CRETE Fl-O OP. 'V� D SLAB C ON STR'.,j -TiO Q
<br />E_ AC-f 304 PRACTICE FOR N'EASURIN�G, MIXNG.' TR.AN'SPORTINGI
<br />DP: - AC CON S:;,q ETE'
<br />F_ Aclf Ji�44_2R PLAC�NG CORCRETE BY PUMPIN'G �,AETHODS
<br />ACl 34�5R "RECCW'MeEN�DED PRACTI.CE FOR HOT VV'EAT�4EP CONCRETING"
<br />H_ Asc�l aoGR PPACT-1-CE FOR CO-'D V,1EATHEP CQIlkPETI?,,,G"
<br />I- ACI '303 'ST.ANDARD Pi�AC-TkA_: FOR CURIN�G CONCRETE'
<br />j- �,,Gi 30L�R �*GUfDE FOR OF CO�NCRMETE`
<br />A_Ct 311 FOR CONCRETE
<br />ACI 315 DETAILLS AND nETAlt.ING OF CWICRETE REINFORGEME"47
<br />Af, I �' 'm 'Bu ILDII" G cor) E RT QI; R EMFNT S FlOq STR� i� CTt �PAL C 0.".lcq.RETE-
<br />NI AC-f '347 PPZTICE FOP. CO3NCRETE FOR1,3,.WOPW'
<br />0 AGI �.,`)AI'4:UAL OF CONCRETE PPAC,TICE - PARTS, I THRU 5 (AS APPROPRIATE To
<br />TYPE 0 F CON ST R.0 CT
<br />_H D AN 0
<br />3- C(J141-RET E S, ALL BE NORMW_ W�:Gi-�T (IJ,3N i di'D SHALL BE BATCHED, MIL)"'Eu -
<br />TRIA�'.ISPORTED IN ASTIV'. C-94, 7HE SPECIFICATIONS FOR READY �vliX
<br />CONCRE-TE,
<br />NOTE- THE C01'.1CRETE SHAL I BE PLACED W'ff HP�l 90 ToNNUT ES <if BATI-i''TIM-F
<br />CONiCR,F-TE N','I:x DES;6o,' SHALL BE PROPURTIO',NED It! ACCORDANCE WIT, H ACf
<br />.-01 TO PROVIDE CO, N CRETE C
<br />;APABLE OF SFINI(3 PLACED WITH OUT EXCESStVE
<br />SEGREGATf'O'N ACCEPTABLT: FiNISHING PROPERTIES.. DUPABILITY'..
<br />ST� TH P
<br />UR FACEH.ARD'ENERS., APPEARAN CEI, ANE R EN G EQUfRED BY THESE
<br />SPE-CfF ICATION S
<br />',;t.ATF iA-
<br />: S USEj_l IN THE CONCRETE N'IX:
<br />A- GEN"ENT- AS-TU G V>0. -TYPE I 0,�-< -TYPE It
<br />B AGGREGATE-S� "4OR�.,,IALV,,lEIGHT CONCRETE, COARSE AND FINE, ASTN� G'1�3
<br />I �' :_0THERCONCR
<br />AGGREGATESIZE FOUNDATIONS-�_-, A-- ETE
<br />�-'NTRAIN:NG AGEINIT SHALL N�,EET ASTV.'.. C-2W
<br />D_ WATER A.,ST-M. C494,TYPE A
<br />E. VVIATER.-_FRESi-� CLEAN ANADPOTABLE,
<br />F. INO ACCELERATORS-, -RETARDERS QR.ADMf>-'.TURES CONTAIINfNG CHLOR [DES
<br />W11 L BE PFRI,04TTED.
<br />G. UH:-ORIDE S�-A',_I_ ;NOT BE USED IN' THE 'Mfx
<br />NOTE: ADDING OF WATER TO I!,,UX IN'FIELD,
<br />THE FIEADY%� iX UP iVER SFAlol, HAVE IN H, IS PiOSS-ESSION ik-ll Tffv,E OF
<br />DELIVERY, Wp ITTE-%,j li-NI STRU GTI FRO M THE READY.-,;. IX -S! �PP-i_ IER
<br />DETAR-IN G -I HE NIAXiMU tvi AN'�OURT OF WATE-R, WHfCH CAN BE ADDED TO
<br />THE MIX -BY T�"E DRIVER It,' THE FIELD �GAL-Lo-.%is PER- YARD)_
<br />SHALL NOT BE ADDED T 0 TH E MIX AFTER LEA'VING
<br />THE BATCH PLM%fT
<br />DO NOT USE FOR
<br />FLY4,ISH-,AST�J� C61 et, C;_Al_�S F. 4�3�Y& BY WEIGH
<br />EXPOSED SLABS FOR ARCWTECTI_�PAL CCINCRETE-
<br />SO PIE R PLASTICIZ ER C- [7ED BY T E
<br />�44 TYPE F OR G. WHERE ALI THO P H
<br />ENGI"�EEP
<br />SLAG CEMENT IN CONCRETE ASTI,,i C9K_4_ 20% BY �NE;GHT
<br />4. CON CRE TE S HALL, HAVE T �4. EI-MN U LT�M�ATE C OM PRE SISE IV E STREN G T�-; AT 28 DAYS..
<br />I 'D I CAT 7 -
<br />,U -N 0 ).- F70 R TH F ST RUCTI: RAL ELFf�,. E NT ff� 0 B E LOVv
<br />FOUNalkTION: 30111-0 PSI
<br />SLAB ON' GRADE: ��sjm PSI
<br />C 0 L UIM WS! � 4U00 FISI
<br />TIE BEEAMS- 40,00 PSI
<br />BEAMS: 41 cl 1W Ip S I
<br />CONGRETE 1,,�[X DESIGN SUB�,,IJTTAL DATA REOHIRED,
<br />A, INTENDED USAGE AND LOCATION FOR EAC.H �'IIXTYPE
<br />B. ��MX DESIGN FOR EACH TYPE
<br />C, CEI',^EP-IT CONTENT YARD
<br />D. COURSE A,ID FINE AGGREGATE IN: POUNDS.:CUBIG YARD
<br />-AiATER CENIENTRATIO BY WEIGHT (,NOT TO EXCEED 0.,650 EVER)V,.fH:ERE
<br />CEMENT TYP-E OF MANUFACTURE
<br />G S L � � M. P RAN G F
<br />H AIR CONTENT
<br />ADI!-e'�, fKT,J RE TYPE AND MAN UFACTU RER
<br />J_ PERCEiNT ADMIXTURE BY WEIGHT
<br />K.
<br />H ISTO:RfGAL PERFORNAANCE STRENGTH TEST DATA REQURED TO ESTABLISH
<br />MIXI)ESIGN-
<br />NE - c -.',A THE SIERVICES OF A QUA."LIFfED A,2CR DiTED TESTI'
<br />5 THE OV0 ::R SHALL RETAI, E ,J,G
<br />LAB'0 RATOCRY TO PERFORM THE FOLLOWING TE-STING3 SERVICES -
<br />A, SA�,,IPLING PER ASTM. C-172:
<br />!,,;OTE, SAMPLIN'G Si-JALLBE TAKENI FRON1 THE P,�-JINT OF DELIVERYOF THE
<br />CON'CRETE,_ IN OTHER WORDS IF A.00,14GPETE PUNW IS USED,
<br />SAM-. PLES SH'Al-t- BE TAIKE�,a FRO M THE DISCH ARGE E.,IDI OF THE HOSE,
<br />C. COMPRESSIVE STRENGTH PER ASTT,�_ C-3,1 & C-SS,. FOR EACH CLAS',S OF
<br />CONCRETE POURED, 'PRUYIPE TVIfO SETS. OF TWO, CYLINDER,1�1 FOR EACH 5��
<br />c�jslf- YARDS oF CON(_�PFTE OR FRACTION THEREOF. BREAK Ol:E CYLINDER
<br />AT DAYS, TWOAT (2�8) DAY'S:AND HOLD THE REtl-AINING it'N RES-ERVElN CASE
<br />A 5613X!�TTSTIS REQUIRED. A TEST RESULT IS CONSI-IDERFDTO BE THE
<br />AVERAG:F_ OF THETWO CYL IN GE R BREAKS CONIPPISINGASET, DNE COPYOF
<br />ALL TEST RESULTS 8HAU_ BE SENT DIRECTLY TO THE O'VVNER. AR CHITECT,
<br />S "TRUr ':G -f ' L 1--i
<br />GIURAL ER l.'NEEP AND GENERAIL CDNTRACTOR M-9,8EDIXTE Y UVO-
<br />DETERUOINAT;O�-,'OF RESIA-TS. FRE:QUENCY OF TESTING -SHALL P40T BE LESS
<br />THAN ONCE A DAY VIiHEN Cg-NCRETE IS PCIURED OR LESS THAN W4'GE FOR
<br />EACH 50-00 SQUARE FEET 0,F S-URFACEA-REA FOR 'SLARS OR IWALLS
<br />6. REI_14FORCE-f ENT USEDA-fi CONCRETE
<br />A DEFORN�Ef) RARS &I-1- N.�Ii D R_Et,',iF0RCING ',BAR USED f!4 CONCRETE SHALL. BE
<br />GRADE&aKSI DEFORMED BAR CW,,FORM�ING
<br />�S I )
<br />Si,;l0OTll DO'WELSS-. ASTM A615, RLAIN BARS, YIELD ISTREN'G'TH OF 650
<br />KS 1.
<br />C_ CC NFORM TOAST NA - A- las, AN D SU PPLiEz) ff"� FIAT
<br />SHEETS (RATHER T AN e,,' ROLL-5-1- FABRiG SHA BE PLflCED QIj CCNTjN 10
<br />LOCA�-,_,'ONi W`l*.THi.N THE: CONCRETE,
<br />10.
<br />F _W-LERE CONCRETE SURFACES ARE EXPOSED. MAKE THOSE PORTK_lly'�ls OF An'
<br />ACCE',E'zSORIES. IN CONTACT WITH THE 0_01',IGRE�FE. SURFACE OR VIHINON
<br />tNCHES:T_-HEREQF, OF
<br />F_ LATESTEDITION,
<br />'F STANF
<br />MANU�AL_O JARD PRACTICE FC1 R DETAILING REt."4FORGED COINCRETE
<br />STRUCTUR ES' W, N' -0 �)
<br />G S- U B MIT -_ 0 hl P L L T E D e T MILAN D PL A C IN G S H o P 1:� PAvv I I � G S F cl R A L L
<br />REIINRIRCING
<br />N J7(UC 101�4
<br />NOTE- THEG' E.NERAL CONTRACTOR SHALL DELIVER. T() TH E GO ',ST T
<br />SITE, AS AND V44EN* DIRECTED TO DOSO BY THE ARCHITECT OR
<br />$TR"j CTURAL ENG f ',4EE R A S tel U CH ASAN ADDIT ION AL ONE HALF TON
<br />Of �;TOI CK LE N GTH N 0, 5 R EBAR A IN D P ROV IDE SO C-H LABOR AN al
<br />G R 0 UT AS IS, NE GE S SAR Y TO I N S TAL- L THE R E BAR AS D; R E CT ED BY T
<br />A-R c H ITE GT 0 R THE STRU CTU RAL E. N G 9, EE P - AN Y 0 N U S ED MATERIAL
<br />Al-NDL BOR SHA:: BE CREDITED TO THE OVIiNER. ATTHE CONTRACT
<br />U NIT PRICE.
<br />CONCIRTTE COVER OVER, RFINFORCIN-G IN CO�QCRETE STRUCTURA:_ F-I_Efvl-FNTS
<br />BE ASF 0:_ LOWS -
<br />A. FOUNDATIONS- 3"
<br />B. GOLUU'.N'S� I V2',","FOR NO- 6AND LARGER EARS)
<br />C BEm'lS_- -1 V2- (27� FOR NO- S AND LARGER BARS)
<br />S: I Vl'2`,'_2'FOR NO. 6AND LARGER BARS)
<br />E_ -1 E Rl to R's, '1 112' (EXT E R 10 R
<br />NOTE,: Ey P 0 S E D H 0 R � I Z 0 N TAL S U P F AC, I- S 0 F �� T-R U C T U R. AL S L A BS S HA L L E C 0 A E D
<br />WITH A HIGH OUN-ITY GRADE WATER PROOFI3'qG AN,D SEALING
<br />AG,ENT�
<br />9, LAPSPLI:CE!_E_*,xGTVS SHALLSEASSCHEDULED FOPT:4F STPEt,,GTH OF CONCRETE
<br />,AND SPECIFIC STRUC-PURAL ELEMENT tN QUESTI:OI4
<br />9. PP OVID, E PR DPERLY TIED SPA CER S, CHAiWS,BOLSTERS, ETC., ASARE PEQUfREDAND
<br />NECESSARY TO ASSEMBLE, PLACE AND SUPPOPTAIL REINFORCING IN'THE PROPER.
<br />REQ UIRED i OCAT ION �A�,ITH IN TH E FORN-W`0 RK TAI.',4 REMIFO P GIN G IN TH E
<br />PR OPE R P0 SfTli_�N DU RING CONCR ETE PLAC EMENT OP ERATIO N S- ANDUINDER T HE
<br />APPOCATION OF CONSTROOTIO."4 �OADS AND OPERATION"S'y WHERE WIRE -rlrpE
<br />SUPPOPTSARE USED. CO�,,IPLY'i-NG WITH GRSI REGOMI%-'!E)Nu)Alm��S, PLASTIC TIP
<br />LEGS SHALL BE USED VAEIN CO-'4C_RETE ISTO BE EXPOSED To EX7-ERIORCOND ITIONS.
<br />THE GENERAL)_'ONTRA)_T0R SHALL BE RESPOtlStEILE FOP THE PROPER DESIGN ANU
<br />CONSTR ING I, I
<br />UCT':ADR- OF ALLINEGESSARY FORI�TWORI<,' I ',,
<br />ACCORDAN,GE �NIITH A13f a-47- THE DESIGN SHAUL BE PREPARED BYADELEGATED
<br />;:SPECIALTY STR�JGT:JRIA: ENGINEER CURRENTLY REG21STERED �:'l THE STAT'! E OF
<br />11 t OF
<br />IN T EN 0 F D C., 0 N S -1 R U, C_ T I,:) THE PROJECT WHERE LIFE SAFETY ISSUES ARE
<br />CRITICAL AND Ell"'ECTION' DRAlhFING, SHALL BEAR HIIES SEAL AND SIGNATURE AND T�,iE
<br />L DATE
<br />ERECTION DRAIWIN'GS SHkLl BE SOB�-,�IITTFDTO TIlE RESPONSIBLE BWLDIN'
<br />AU T H OR IT Y.
<br />5'�OTE:
<br />EART H NAAY BE USE D AS VERTICAL SURF ACE FOR fM� S' FOR FOOTRNGS PR 0`140 ED
<br />T,H,ATTHE FOOTING OVERALL'YA,10Tt' IS 1!`4CREASED IN SIZE Ff'FOtIR INCHES,
<br />-POUR BREAKS ri BEAr,,-'�S AND SLABS 5HALLOCCUR AT MID SPAN BETWEEN SUPPORTS
<br />;�Pl -11 S A D -c)'LD c S
<br />0 INTS OF t-,A 1.�z -,�U I,?, Sill E-AzO BY IUSE 0 F VERTICAi BU L K EA S. G, JOINT
<br />LO�GATIO`4S MUST BE LOCATEDTO PROVIDE THE : EAST MIPAC ', T 'E S_ E' GT Q
<br />ON JF
<br />THE STRUCTURAL MENJ*!BEP_
<br />N()� T E HORIZONTAL CONSTRU CTION J�fNTS WtLk_ `40T BE PERh.-1qTFD IN ANY
<br />HOR IZON,`TAL SPAN CON'CRETE &?,.EN,�BERT
<br />12. PROVIDE MIN'IMUM 14 GAGE GALVANIZED CORRUGA.TED DO',,ETAIL ANGHORS AT 16*'O.C..
<br />TO CON;�4E;__,'T ADjACENT MASONRY TO CONCRETE STRUCTURAL IELEh�ENTS. PROVIDE
<br />D I
<br />I OVETAll ANC�4.OR HARD`N",6Q`ARFWI-'H.' HOT DIP GALVANIZED FNIiSH, (AST�,�� A 1S.-I,
<br />CLASS 62, 0 _5 OZ� PER SO - FT-")-
<br />13. PROVIDE IIIEC�PRENE WATER STOPS AT ALL CO'W'ST RUCTiON 100NTS IN4 CAST IN PLACE
<br />CONW-FkETE WHERE ON E -SIDE IS DIRECTLY E-XPOSED TO EITHER THE WEATHER OR, IN
<br />DIRECT CONTACT WITH SO-ILAND THE OTHER SIDE OCCURS WITHIN ENC,�OSED SRACE_
<br />14, PROVIDE
<br />'f-j- -)RNI ' NC .1 PC; U' LEASEAGEN:T'S) THAT WILL
<br />COATIN , GO& .. NDS �RE
<br />NOT
<br />15. PL A CE G 0 Rl R B A R S AT C Ol R N E R S A NED E t I- D S I D � A, L I F 0, 0 11 � -,,G S �' WALLS AiND BEAt4S'
<br />-' -�i '" - 'G IN T_HF �,40RE
<br />BAR SIZE AND COUNT SFIA.,_L NIATCH THE LON', TUDINA.- REI,,F0QC�',,
<br />HEAVILY REI!NIFORCED fNTER8EGTING ELEME�--LF W.Ill.-Dj
<br />1��. DOWEL BEM;�S. ETC- WITI!�'- DOWELS OF T E -.SANIESIZEl- couwT
<br />AN D S PAC LNG AS T H E W NG ITLl D;N' . AL REflNFORC-111G n�- THE fv�ORE HEAVEY REINFORCED
<br />MEMBER FRAtiM.NG INTO THE JOINT.
<br />)UNP -)F
<br />(2'-.NC_5 BARS (UJ4_0 �AR� , ALI F OU R SID ES C
<br />OPENIINGS fN CC)NCRETE STRUC_PjRe�L ELEfvlEI!'4TS, BARS SHALL EXTEND AT LEAST ��6
<br />BEYOND THE FACE OFTHE OPENING -
<br />I jS_ TYPICAL SPAGINK-g OFTiES AN0'_z;TfRRUPSA.S INDICATED ON THE PLAN&SHALL BE
<br />REDU �-DD BY --)03% FOR THE SPACE BETWEEN TH E FACE 0 F THE SUPPORT D T H E
<br />FIRST S
<br />TIRRUP OR TIE
<br />VIERTCAL AND HORIZONTAL RICINFORICING I�N'DICATED ON THE LIPA.AANGS SIHALL BE
<br />DOWELED OUT Of: TIHE FOUNDATION' (OR THE �LEt�,r',_EJNT WHEPE THE KIE;.N�FORCING
<br />OPfGJ..',IATES, "I'SLAB, TIE ETC ) UTILIZING AN ACI STX�DAPD HOOK
<br />EMBEDDED TO DEVELOP THE FUL-L ULTINIATE TEN'SILE STRENGTH OF THE BAR
<br />2�:) VERTICAL IVIVAL': - QFIIl:;FORCIt`.fG fl,NDICATED QiN THE -DRAWINGS SHALL EXTEND FROM TH',E
<br />F0,Ur-,'DATION,. �OR PEP, NOTE 19ABOVE TO THETIE BEA�,�! AT Tl-i.ETOPOF THE
<br />I - -TO DEVEi C)p Tj E F IL;
<br />WALL PRO VIDE A STAI-1 DAR D " C� W DE GREE HOO K "'EI-,�, BE DOE D - I -I L
<br />ULTIMATE'STRENGTH OF THE BA.R'� OUT OFTHE ELEMENT WHERE THE RE� NFORCING
<br />OR tGl-NATES A!:�iD INTO THE TOP OF THE TIE SEA�A', �iOOK _SJZfA1,,D CO, UNT SHALL
<br />fiv'ATCH THE VERTICAL REINFORCING- LAP SPLICE SHALL BE AS SCHEDULED
<br />ON THE PLANS,
<br />E: 'vWEN LAYING OUT FOU--NDATION DOWELS FOR. lJNIF'jR_M'! Y:'SPACED VERTIC'Al
<br />I : I q EINFQIRIC�ING. L: RSTLOICATE THE DOWELSSPECIFIED AT IPO-i"4DO'kAi, DOOR
<br />"VA, _;
<br />& OT HE R r-�A AS: O_ N R, Y 0 PE �,I IN G'S, E N DS '-) F 'vNP, L -'S, C 0 L U �,-1 N S, T f E c-OL U." M- -N S.
<br />PILASTER S, ETC., T H EN LP CATE [�'(6 WEi_ -S IN B ETWE E-N AT T HE S PF (-,'If: 1:E D
<br />hlll�lxlllll�'-Uhl"ll UNIFOR�,l SpAcl;'111G.
<br />21. THE �,IINI,.N'U.N� 33EARZING Or GONCRETE BEAMS ON' SUPPORT SHALL BJE T_'.l0j'lLES_R
<br />NOT ED OR DETAiLED OTHERW[SE.). 10HERE BEArv' SEARS ON A MASUNPY SUPPORT,
<br />XTEND BEAIA'� A.DfSTANCEOVER T14E SI-iPPORT AT LEAST EQUAILTO TFIELENGTH OF
<br />ALL PEfRFORCED AND GPO3jTE.D CELLS ADJAGE-i-IlT TO THE
<br />I WHEP E T�iE BFAN! SEARS ON A Rf_�'NFORCED CGIN CRETE SlUIPIPORT, _E)�:TDND TIT F SEAM.
<br />ACROSS THE F UL* LENGTH OF T :,I- SUPPORT fFUL_L BEARIN'Gi 0 F BEAi,� ON SUPPORT)
<br />t,,;-OTE- ALL CONTINUOUS SEAM REINFOPCi:',�G SHAIA ENTENF31 FULL
<br />G PORT S�
<br />-NGT,
<br />. il ACROSS SUPPORT- LEN,3114. OF BEARING OF BEAfO 0IN S"U'F) HAL; -�401
<br />B E L E S S T HAN DE PT H 0 F B, EAN,.,
<br />22. SEE ARCHJTECTURAL., ?,.8EGqANiCAl_,-A.ND ELECTRICAL DPAkNINGS FOR LOCATIC)Ns OF
<br />EMBEDDED ITEN�S -, GUNDUITS. PIPES- S-LEEVES, SLAS.
<br />'!iSEF ER TRADES- Ni'D
<br />I ZIT S_ ETi".'-- IN" AND T HRU CONCRETE ELEMENTS. REQUIRED BY OTH
<br />PIPES,. SLEEVES,. PENETRATIO�"-�':S OR WSERTS OF ANY TYPE.%P0'_I_ BE
<br />PE R1,11TTED PN' 7_'-EAt-,r'! S, J0 ISTS � SLABS, CODA,,. NS OR %,lVW LS U :N LESS APPRO'VED BY T HE
<br />Ff", GINEER, SH 0VtI,: U -.N THE SHOP DRAWINGS, AND CONSTRUCTED TO COMPLY WTq5
<br />THE R'Elau IR, El-,r. ENTS OF SECT IO'N 6.3 OF AC4. �l 8 - AFTER APPP O'VAL BY Tii-- E.-N G IN EER.-
<br />THE CONTRAC OR SHALL FUPNISdIA. AND COORDI�4ATE THE INSTALLAT1101,1 OF
<br />-EM: Q _�ED ITE.M. S PRIG 1;t T 0 PLACIN'G THE CO N GRETE
<br />- BEDL I,
<br />27- GE,*�E�xN�L-Y-REI�4�-ORCI"�GS�-iA;-L'�'�C�TC-Ec-',,:TT,�-)AOCkq,�,?-.�,,'*O�)ATETH.El�4STAI�-i-ATIO�4
<br />-EGESSARY. ',,'OTJFY TOE STRUCTURAL ENlG[.,`,,EER OF THE IN'TENTION To Do SO AND
<br />FOP, EACH EAR CUT- PRO' 'IDE ONE ADDITIO:NAL: BAR EACH SIDE OF THE BAR �AVHtGH,
<br />'AlAS CUT SIZE OF ADD BARS SHAL'i- MATCH SEE OF 0,RlGRLAl_ BAR AND LENGTIMISHALL
<br />-BE ADEQUATE TO AT LEAST PROVIDE A CLASS �'S- TENS[oNi LAP (OR ET,�-P-E-DUENT,, EACH
<br />S4 DE OF T �IE BAR WH iC H WAS CUT
<br />24. R E t,� 0 V -E -I R AS H AN D D E �JB R I S F R 0 M F R 0 R K A �4 D' T � 10 14 0 U G H j_.Y"yV E T F 0 R M S
<br />I-M..
<br />, M�F_DtATELY PRIOR TO PLACING CON;CRETE
<br />25. TH E CON GR ETE SHAL I BE P LACE 0 IN 0 NE UOU S 0 PER 11"Ti 0 Ili BIFT"INEEN44
<br />-BULKHEADED CONSTRUCTION' JOR4TS.
<br />26. THE CONCRETE 5HAILL BE POURED BY PUMP OR BUCKET mf) aw-L BE
<br />Cu.NSO�UDATED IN PLACE USING tNTERNAL VIBRATORS,
<br />27. THE &FiALL BEGIN CONCRETE CUR!NG ELYAFTER RNISHIN;,G
<br />CURING AGENT SHIAI-1 BEA �0% SOL iDS : QUID
<br />M,,EMBRANE FO P M. IIJG CH UMIC 11 L CICYVWOU ND AND SHALL M: EET AST'�,_ THE
<br />NOTE- IAET CU R ING IS AN AGCE FIT ^ABLE AN D PREF E:`RP F:: D Vi ETH. OD Of: CUR ING FOR
<br />SLABS. TFIIS REQUNES -- HAT THE. SURFACE OF THE SLAB RUMAIN SATURATED.
<br />FOR AT LEAST 4 DAYSIVNITTH WE-r BURLAP OR POLYETHYLENE S"A.EET& THIS
<br />N"ETHOD WI: L GRSATLY REDUGE'VOLUME -10,HANGE All-,'D SHRf!,.IKAGE CRACNS�
<br />!!V',�,1FIDIATELY AFTERRENAGVAL OF FORMS, REPAIqARY HONEYC0&e'.B OR -DEFECTIVE-
<br />AREAS�PvfffH HI'GH STPE!",IGTH CEIe�.ENTGR0UT_ GROUT S,4ALLBEAPPROVEDBYTf_lE
<br />I
<br />EENC,f�-4-EER_ WHEI,.' REfRFORCIN*,`G iSVIS:LR.-LEIN DEFECTIVE AREA.. C0�4TACT Ti-.,E
<br />EN'GINEERINIMEDO,TELY.
<br />2�;'. :T IS REGWO�AIENDED THAT CljNCRETE TIE BEAkl. POUR LENGTHNOTTO EXCEE0ci0'-0'
<br />BETIO�EEN (--,'OLD JOINTSAND IN NO EVE�4T EXCEED 100FT IN LENGTH.
<br />REQUIREMENTS FOR LIGHT DUTY SLABS ON GRADE,'
<br />1� SLAB O.,N GRADE S,"AlLa BE 4 I-NCHES THICK
<br />2_ SLUI',�P 'Al POINT OF DELIVERY) To 5 �NcHES
<br />MAXIMW-M. AGGREGATE SIZE = 1 INCH
<br />4 - ENTPAt'NED AIR CONTENT = 4_5
<br />I
<br />5- REf`,I,`OPGElllEtlT -SHAI I 8E:6 x 6 kN2�C) 1! W2_0f WEILDE-D W'IRE foES14:� GHAIR','ED I
<br />FRONI T OP OF SLA�5 QN: CQlNTIN;UCLIS HORIZONTAL RKIDS AT A SPr`ICING NOT IN
<br />EXCESS OF i'43'_ PULLI--'IiG UP L��ESIH DURfNG CRAiFTER THE CON CRETE POU:R IS IIIOT
<br />AN ACCEPTABLE PRACTICE. PRO-VlDE'Wk,J,4- IN FLAT SHEETS- ROLLS OF 'A'Wt-,� V5RLL_
<br />NOT BE ACCEPTABLE
<br />&_ PROV-11DE 14,MILVAPO-q BARPIER: f iNTERiORSLABS ONL()
<br />7- PROWDE:'R� POUND FELT 6,0!',10 BREAKER WHERE SLABS ABUT VERTICAL SURFACES
<br />S Lt C IT AS VliA'.- TS -AN D C 0 IL Us� N S_
<br />�9 SUPPQRTIN�G SOIL SHALL BE COf,�P_ACTED TO 9S'?!c, OF Tv'.OD!FtEED PRC)CTOR N'IAXIM-1-Its".
<br />ORYDENSRY� PROVIDE VAPOR BARRIER BETWEEN BOTTOM OF CONCRETE AN'D TOP
<br />OF COM PACTE D SU BGR AIDE -
<br />9� PPOVIDEETHER KEYEDCO'D JOINTSOPRSAW CLITCONTROL J09,iTS AT
<br />iN EACH DIRECTIO)II. 5,A`WC,;T JOI�,�TS SHALL BE I' DEEP ANE) SAWf,; AS S0011 AS
<br />T'-l'E SILAS WILLSUPPORT THE WEiG HT OF THE SAWAND OPr_-RATOR,. AND THE BLADE
<br />WILL PRODIJCE CLEAN CUTS WITHOUT DfSI_0DGR-4G AGGRFGATF_ '4 On)URS MAX-)
<br />10 F I L L JSIMNG�; TS WITH ELASTOf-e. ER IC SEALANT AFT ER R E MOVA -' 0 F DO ST VVIT'!
<br />0DNWRESSED AIR_
<br />SURFACE OF THE SLAB RE`�,IA�N SATO RATED FOR AT: FAST 4 DAYS, V%?Iir� WET BU RLAP
<br />0 R P OL . Y E TH Y LE _-N E SH EET S. T H IS �,l E T HO D �VVIL. L G R EATL Y P E DU CE V OL UM E CH AN G E
<br />AND SHRINKAGE CRACKS.- ALTEWNAT?��ELY._ AIPPLY 0,jRtNG COf�,!POUND TOSLAB
<br />WIT H IN TWO H. OU RS 0 F GO N�--P_,_ETf0 '11�i OF F IN ISH IN G 0 PEPATION S - U SE LIQ U iri
<br />N'; Elvl BRAt,,; E F 0 R f�li IN G _101 m PO �j III D GO -M. PLYIf �'G'WTFH ASTIM C-�0,1. -1 Y P E I.. C LA SS' A
<br />FOLLOW9,8ANUFACTURER'S IN�STRUCTIONS. ACCEPTABLE PRODUCTS INCLUDE-
<br />A.- M.ASTERBUILDEPS 1�.-!ASTERSEAL'
<br />B_ BUPKE'SPARTM� COTE'
<br />G. 'KURE-14-SEAL
<br />NOTE- - 'C,NFIRNI THAT CURING NOT INTERFERE WITH THE BONDING
<br />uF ANIYAPPLIED FLOOR SLIRFACES.
<br />12, IT IS RECOf%,'ItI*NDE0 THAT SLABS BE POURED IN, CHECKERSOARDPATTERNS OR
<br />STRIPS WITH TPANSVERISE GUTS TO, Mll-WAtZE CRACKiNG'
<br />NO
<br />REQUIPEMENTS FOR POLYPROPYLENE f IBER REINf ORCED
<br />LIGHT DUTY SLABS ON GRADE'
<br />Y�
<br />1� SLAB ON GRADE SHALL BE 411V__4iES THICK
<br />-,'AT POINT OF DELIVERY) TO 5 INCHES
<br />I Xti -. U I.M. AG G IRE UATIE LZ E I�,CH
<br />'A A, IN'
<br />'Z NT � 4
<br />4- ENTRAINED AIR CONTE. -5 3�
<br />5- PR OV11E W. INIM U V. 14 M IL VAP 0 R BARRIER (ALL INTERt-O R, SLABS)
<br />6 FIBER REiNiFORCE I �,;�ENT SHAL-1- BE I W% VIRGIN POLYPRO PY:_F_'NF f IBRILLATED. FIBERS
<br />SPECIFICALLY M&NUFAGTUREDFOR USE AS CfjNCPF_TE__ SEGOND&R-Y REfNFQRCEME1'lIT
<br />CONTAIN'iN' HO REPROCESSED M.ATERIALS. VNSTN�, C-11 16 TYPE III), t�NNSMJM,
<br />VOLUMEOF FIBER SHALLBE 1,5POUIID,SFlER CUSIGfARDOF BATCHED CONCRETE.
<br />TYPICAL FIBER LENGTH SHALL BE 34 JNC4. PROVIDE FtRER-S HAVIN;G THE FOLLOWING
<br />NIINIM'UM PHYS:CAL UHARACTERiST40S�
<br />A. SPEC-4FY GRAVITY: 0.!�l
<br />8- YOUNICY's ��0012-DUS ci-5
<br />C_ TEN SILE STRENGTH � 45 TO, 6f KSI
<br />D -MULTI GRADATION DESIGN.
<br />1� IDE R C NG FtSEPS'SUPPUED BY ONE OF THE PC,; LO-Wilil'G APPR-ilVED
<br />4 PP OVI . EWFORCI
<br />M*,� UFACT U RERS:
<br />A- LCOMPANY
<br />CA
<br />5- 'FiDERMESH INFORCE Fa OR STEALTH E3', Si CO.INCRETE SYSTEMS,
<br />G. TORTA ECONO NET'.. FO RTA GQ RPOPATIO
<br />D_ SUPER FIBERS�. N`YCO.N�
<br />8- PROV'tDE ai) POUN'D FELT BON'D BREAKER WHERE SLABS ABU-T-VERTICAL SURFACES
<br />SUCH
<br />DRYDENSITY� ',UNLESS SPECIFIED CITHERkNISE BY THE ;3EOTECFNICA: ENGINEER
<br />PR-',_,lVlDF VAPOR BARRIER RnTTO-',�OF CONfCRETE AND TOP OF C-01, PACTED
<br />SU BC
<br />(hA!AX.)IN
<br />EAGH'DIRE;,3TtO:N.
<br />SLAB WILL SLIPPORT THEWFIGHT OF TRF SAIOV AND OPERATOR AND THE BLADEVVILL
<br />PRODUCE CLEMI C�jTS*Fil.OUT TEASLODGING AGGREGATE. 1`4 HOURS N�AX_)
<br />11. �:lt_ WITH ELASTOf�A.ERUG SEALANT AFTFR REMOVA:_ OF DUSTVI'ffel
<br />QC� MPR ESS E D AIR. -
<br />12 WET CURff'.iG 11S, THE PREFERRED METHOU 0 F CU RIN G. -THIS REQU IRES THAT T�-! E
<br />S U R I- AC E 0 F T H E S LA 8 A f N SAT U RAT F D F 0 R AT L E AS T 4 D AYS k!,,,'IT 11 �NTT BURLAP
<br />OR POLYETHYLE"','E S�iEETS_ THIS �,IETHIDD WlILL GREATLY REDUGE VOLUME CHANGE
<br />AN D STI, PliNIKAGE 4tv-TERNAT �,'E;_Y_ AJDP� Y CUR�NG COMIPO',3ND TO S�A.P
<br />WITHIN TWO HOURS OF OF OPERATIONS, USE I-QU u
<br />ME�'OSRANE FOR&�.-I:NG OMPOUND CO.'v'P�YINGA'ITH ASTM C309, TYPE 4-C-1-ASS A.
<br />13 IN
<br />FOI_IL_Ok,V M'ANU FACTU REP" STRUCT�UNS. ACCEPTABLE PRODUCTS 1,14C-LUDE
<br />A_
<br />S. BURKE 'SPARTAN COTE'
<br />C. SON -GOIIITECH "KURE-N-SEAL
<br />NOTE-- CONFIR�,l THAT CURPIG COMPOUv0 WILL NOT INTERFERE WITH THE BONDING
<br />0
<br />OF ANY APPLIED FLOOR SURFACE F�NISH N.IAT FRfALS,
<br />13 IT IS RECONIN�E' DED Til.._.;kT SLABS BE POURED IN CHECKERBOAIRD PATTERNS OR LONG
<br />,STRIPS lvs,'ITI-t TRANSVERSE CUTS TO %41NIMIZE i�YDF-�A.Tl;,:�,�l's�Ri�"IKAGE C�RACK;-',�G_
<br />14 CONCRETE TO BEIMIXED IN' A�-,C_OPDANCE Vl,ITH FIBER MAIIIUFACTU-RER'S
<br />FOR IIJNIFOQI�"' ANID DISPERSt-ON OF FiSFRBUI-�DLES
<br />INTO SiNGLE 0 �40 FILAS,�. ENT SWITH. CON-GRETF-
<br />PLAIN & REINFORCED MASONRY NOTES,
<br />NOTE- ALL MASW-WY CONTRACTORS WORK FOR Trl IS Pq0,IEGT SHALL HAVE
<br />CURRENT CERTIFICATIO-N, BYTHE FLORIDACONJCRETE AND PRODUCTS ASSOCIATtO,-N,
<br />P,IC_ AS A `STR L,'C_ T URAL !�IASO NRY CON'TRACTOR'_ IT IS FURT'HER STRO-NGLY
<br />THAT INDIVIDUAL �,-IA.SONS WDRKINGON; THE PPO'JECT BE UUA3' IFIED
<br />AS "STRUCTURAL MASONS-, BY THE 5At-�"E ASSOGIAT10�N.
<br />i. ALL I,,P.ASO-f,,,RY'WORK S4AUL CONFORt TO ACt 530-018.--',fkSGE �_08-,Tf-,AS -BUjLDI-NG
<br />CODE REQU Il;',ETvI ENTS FOR I�IAIQS ONRY STRU CTURES' AND AC-1 530. 1 -088,�ASCE 15-095-.7. M-S
<br />02 -08, 'SPECIFfCATICINS FOR NAASONPY STRUCTURES"
<br />2, AL L 14-0 ILL OW I. -CAD BEARING CONCRETE M�ASO NRY U.fNTS SHALL CO NFORM TO AST�ll C-
<br />90. N'CIRMAL WEIGHT. TYPE if WiTTS-
<br />STAN;DARD STRENGT41 ChlIYs: ALL f-,t.AS_O'NPY �,M.k_LISSHALL HAVE G&!U:S I�,iIEETiNiG A
<br />"?, I '� W
<br />u-T -1 eATE CGAAPR ESSIVE STRENGTH OF 215fP'z_,I TLIE NETAREA OF THE
<br />CMUP' tNAr_C,'-_)RDANGE WITH ASTt,,! CA 40 AND fm = 1500 PSI -BY THE UNIT SITRENGTH
<br />�N-i FTH 0 D -
<br />PR I fa R TO D E L,'V ER Y 0 F A Y tv,. A S 0 N R Y IT S T 0 T Ff E j 0 B SI TE 1. T H E C; W: U S UP P LI E R,
<br />SHALL OF t%AASONRY u,.NlTSTREN-,GTH.; ON BOTH THE NET,04�-D
<br />THEGROSS CRUCJSS-SECTIONAL AREA OF THE C!"Ab'S PEP, ASTM C-140 iFOP EACH SIZE
<br />AND TYPE
<br />OF UNIT -10 BE USED ON THE PROJECT1 SUCH VERIFICATION S11AL:
<br />rACLUIDE TEST REPORTS FRON'! AN ACCREDITED -1 FSTING LABORATORY STATING Tl-:.E
<br />FIRIOM HE SUPPLIER
<br />Rk
<br />RESU L T S 0 F T H E TE ST IN G PROGRM,4 A,,N U A
<br />CERTIFYING THAT ALL UI4 ITS GO NF 0 RV. TO T H E RE SP ECTWE -ASTf,,I.,R E0 U,REME NTS_
<br />:N� 0 R TAR S HALL BE TYPE S (I BOO PS-1 PRO PEPTY SP ECIFICATION �IAN D SH ALL C 0II, F OR M
<br />TO ASTN�4. SPEC C-270. CEME-,NTIOUS M.ATERIA; SHAL-L BE PORTLA!ND f;Elwl
<br />NIANL-IFA.CTURED SAN'D PER AST W, C-144-
<br />4. PR§.-VIUE READYT-,�IfX GROUT FOR USE it,14 FILI-04G OF CIELLS AND MASONRY BEAMS
<br />'�G A
<br />TR-E-,.
<br />HAVI�� 1: -;IMAMUM U., Tl,'v.ATE COMPRES-SIVE 'GTH OF 3000 P.'34 (PROPERTY
<br />SPECIF1CATION)AND MEETING THE REOUIRE1,AENTS OF AS_TM,, C-4764 MIAXI�..IUM
<br />AGG RREGATE SiZE SHA�Lll BE 3,18" FOR COARSE G ROOT. SLUMP SHALL BE 8" MIN- A�ND I I"
<br />I
<br />N'.Ax�
<br />-%,f kW- E, AD DIN,G 0 F'0�,IATER TO &r'.- IX IN THE F IEL D'
<br />-THE READYMIX DRIVER 'SHALL HAVE :."� HIS POSSESSION 'AL -THE Tu"-�E OF
<br />DELIVERY.'s,6MUTTEN IRSTRUCTIONS FROM T HE READW,;ziX suPPLIER. DETAILING
<br />THE MAXt�iWIMMIOUNT OF WATER WHI.C-H CAN BE ADDED TO THE h.,IIX BY
<br />THE DRI'VER IN TFIE FIELD (GALLONS PER YARD). OTHE.R'OVISSE. NO'y&,�ATER
<br />SHA:Lt_BE:ADnjjFDTO THEf�,UXAFTER LEAVI',jG THEHATC-HPLANT-
<br />A EBAR SHALL BE GRADE 6-0 KSI - DEFORMED BAR CONFORIVIfNG TO AST�',� SPEC A-
<br />LL'R
<br />'011 5 (Sl
<br />6.. PROVIDE HDR.17CINTAL TRUSS TYPE MASONRYWAILLJOWT REINF (DUROWAL-LOR
<br />E;C�U.AL, gb: 116' Oli'Cl INALL tMASONRY INALLS INTERIOR AND EXTEWOR. LONGITUDINAL
<br />AWD CROSS'S:'ViRES OF JoI-NT REf-,!FORr_iNG 844ALL. BE 9 GAGEWIRE MI-N 0'%iSTM, A 821;1
<br />PROVIDE HOTDIP GALVA.,"IIZEU F�NIISq ONALL'i CING -4,2
<br />'CINTREiNF0R,_ TMAl53c_L_ASS
<br />PROVIDE PREFABPICATED CORNERSAND."U'R. TEES AT ALL
<br />fNFIERSEUTING zq`tA6O:',%lRY V�A: LS- JOINT REIJN'F_ SHALL PEE C01,14TINL[Ous SP--.'_fC_P LAP
<br />LENGTHS SHA; ; BE AMINIMUT,' OF 6,mD SHALL CONTAIHN AT LEAST WIE GROSS, WIRE
<br />F R FA C.
<br />, � PIECE OF I-APPED REIN FORCING.
<br />7 SSECURT MASOINRZY TO ADJACENT C'01,14CRETE VAT-� 11:4 GAGE GAi VAII'417ED
<br />DOVETAIL TYPE COPRUGAT ED �AiAll ANCHORS PLAC'ED AT 1�5- O�C_ MAKIN'UM
<br />PROVIDE HOT DIP GAJUVANIZED FINISH ON ALI-DOVET
<br />A 153 GLAS S B2 (I - 5 OZ - PER SU�. FT.))�
<br />S -SECURE MASONRYTO ADJACENT STRII;CTUPAL STEEL WITH WELD ONi ADJUSTABILE
<br />A.-N.'CHOR RODS DIAMETER TRIANGULAR -1 IES AIT lf� INCHES O.C. �-4AXlblklfo;
<br />SPACING PRDVIDE HOT DIPGALVANIZED FINISH ON AULIVNCHOR HAR.OvNiARE
<br />I -
<br />,AST�,il A 15.3 CLA�S 92 0/ - PER So_ IT�'�
<br />j" PROVIDEI,1VIRES, T IES, SilEET METAL TIES, STRAPS A�"40 AN'CHORS HAVING HOT DIP
<br />GALVANIZED FMiSH, (ASTM A 153 CLASS B22 �1�5 OZ. PER SQ. FT.'.�, FORAILL ANCHORAGE
<br />DEI�PICES NOT COM-PLETELY ESIBEDIDED Vi MOPTAR OR GROU`T� W.-HERE Cot,�PLETELY
<br />ENIBEDDED INI �,40RTPR (,IR GROUT, GALVANIIZED I- IN ISH. SHALL BE ASTN', A 641, CLASS 3
<br />Z' 0 7 p E R. s 0 F T:y
<br />THE OWNER S"HALL RETAIN A�l INDEPENDENT Q:lAU;:IE!_ACCR EDITED TESTING
<br />L L
<br />ABO RATCjRY TO PERFORM, THE TESTING SERVICES -
<br />A. GROUT ST-REN43TH TEST PER ASTM-_ C�101 4 (YEST 5 (-USES PER DAY)
<br />B MORTAR STRENGTH TEST PER ASTM�. C-700- (TEST S CUBES PER DAY�)
<br />OiN CRET E MASON RY U R. IT S (F GR EACH T YFIE & 5 TR E "Ii GTH) jEST -20 UN
<br />PER
<br />COPIES Of TEST RES�-.1TS&HALL BE IMMEDIATELY FORWARDED TO THE ARCHIT ECT,
<br />STRUCT)UPAL Etl,�Gf.NEER AND GENERAL CONTRACTOR,
<br />L_ SE. E 14 E GTI-10', 2 la-4 R,,i 2C, 10 E DITIO N 0 F T:i E F L 0 R f DA B'j I'l- D IN U', C 0 D E F 0 R
<br />CO,NSTR U CT IO'r4 RE QUIR E;%4 EN TS
<br />SP
<br />SEE Pt-A!IIS FOR f-,A.AS�MNRY CO.NTROL JWNT LOCATIONS.At-l'o DETAIL- A-- G OF
<br />rvl.- ASO ii R- S
<br />. Y WALL CONT ROL JO 1.'-ff S SHA-'_k I-Q OT EXCEED 26 FT. TH E �,,IA 0, 1 RY
<br />GO OINTR AG TOR SH ALL NO TI FY T)l E ARGi iff E�'T 0 F ANi'Y D IS C R EPANiCiES B ETW- E E!"i TH E
<br />AR CHJTECTORAL AN b TH E STRU CTU RAL D' R�A%N 1 NG LOCATION S OF CO NTR OL jO IN TS.
<br />L0 NGITI � D, INAL REIII-IFORICIN G IN T J)c_ BEAMS, �.I:%ITELS ArNO BO N D BEAk"S SHALL BE
<br />CO NTIINII I IOU S TH P 0 U G H AL _1 UIASO NP Y �,VAL L CO NTP Cj)_ 0 I.-N T LOCATION &
<br />ll:�. �i'ETTIN G OF �,iASONRY UNITS PRIO R TO 0 R E)L.' P [N'G CON ST PU CTION T
<br />PEPM,f.TTED_
<br />4. ICON GRET E NIASO t,,4RY WALLS SH ALL B E B0 f",�'DED AT ALL EX: TERIUR AN I,' INTER 10 R
<br />I N T E RS E C T I N G INA. L L S AN D GO P �� ER S B Y 0 V E R LA PP �,N G C 0 U R SE S (k U NN � N,1_1 BO N 1:�'
<br />"rVALLs
<br />S,UPPORTED BY SU�,,B HAWNCHE,,.:;, sHALL BE BONDED TO ViIALLS lizu-PPORTED BY
<br />FOOTtNGS'vVITH GA':_WV,,1ZE0 7" STRAIP,-12 �_iAGE M!N_)ANCHO�-"S AT-24 144C,",iEs O.C. IN
<br />I
<br />fj ALL;-e,.ASONRY9,E,AD AND END SHALL BE FILLED SCI;_ILk_YW!_T_H MORTAR �OR A
<br />DISTANCE FROMT'HE FACE OF THE VVALL OF flOT I_ESSTHA-,,-I THE THICKt-IESS OF THE
<br />0 ' FACE SHELLS_
<br />�NGITUDINA,
<br />TO REDUCE LEAKAGE OF GPOUT INTO AFJJACET�T VERTICAL k-Fi I-S CRr,_3SSV%fEBS�vIt.lST
<br />N
<br />BE FULLY BEDDED IN h-IORTAR' ATALL CELLS Q'ON�TAINING VERTIC,�,L RDNFCR 1�- G,
<br />NOTE� luNIHERE GROUTING TIECI+NJOUE. W.Li NOT REQUIRE �,RY CODIF")THE PLACE�,AENT
<br />OF CLEANOUT HOLES, NIASON�S SHALL EXERCISE SUCH AS ARE
<br />NECESSARY TO KEEP CELLS 3N & FREE OF S01�. SAN RT
<br />FA D M-O , AR FINS
<br />'DcRr
<br />PPfNGS)x ETC_ SO, AS TO NOT tNTE';:,ZFERE'vo,,ifTH GROUTIFOUNDATION BOND
<br />AT GROUTFD CELLS, SO SO As
<br />TO PROVIDE A FU LLY i�-OMOG ENEOUS."LY GROUTED CEL-L".
<br />17, PROVIDE A 3" HIGH X 4!'k,^4DE CLEANOUT HOLEAT THE BASE COURSE OF ALL
<br />REINFO-7RCED CELLS TO VERIFY PROPER GROUT PLACEMENT WHEREVER GROUT- FOUR
<br />'�E!G�.'IT EXCEEDS 5'-:D" 9,,' �-'.EIGHT - R.Et,,�.OVF DE:BWS FROMI CLEANOUIT FIOLE PRIOR TO
<br />CAPFF',,'.G, GROUIT POURS EX(_-F_EDrn.G 5'-D" R-1 HEIGHT SHAL: - BE PLACED IN i�'I,'DIA40UAL
<br />DFTS WHICH SHALL NOT EXCEED �,�-O'IN HEIGHT. GROUT HEIGHTS SHALL.1,1107
<br />EXCEED EJUE-1-0 THE DIFFICULTY I3%,VtbRAH!NG�Al,'QL0 LENGTH OF A VAILABLE
<br />DiA, '-4EAD LO�JV VELOCFFY VIBRATORS. EACH. LFT MUST BE GO :NSOL 0ATED ANZI_�
<br />.14SOUDATFD AS INDICATED BELOW PRfOR TO PLAIGIING TH'E NEXT :-IFT.
<br />TER.'VINATE TOP OF GROUT POUR
<br />S,HEAR KEY FOR CONTINUE D GROUTING
<br />ALL GRiDUT PLACEIME�N*T SHALL BE 1CWNSOLIDATED IN PLACE TO thiSURE SOLIDLY
<br />GROUTED ELEMENTS HAVING "40 POCKETS, VOIDS, HONEYC;DIv�.B_ ETC:, SY',USE OF A
<br />VIERATOR i=lAVlt-,G A'3' :4�'HEAD. GROUT SHALL BE
<br />RECONSOL0ATFDWITHW, 15T030 SIHNOTESOF iNfTM;_POt3R AND A�
<br />TjCj,.j- To
<br />ADJUST FOR 'WATERAOS07PTION INTO C'MU'S.
<br />WHERE GRIDLIT PLAC�EMENT IS INT EP RUPTED FOP ONE HOUR OF tv,'GRE' THE LAST
<br />RO U I,' N'U ST B E T E R kl R�AT E D 1 1 `2 � f*,l C F1 E S. D E L. OW T i I E T 0 P -0 F T H -E B L Q GK' T 0 PR QIV I D E
<br />A',SHEAR KEY FOR 'COf--ffINUEU
<br />2 0. THE CONTRACTOR. HAS THE FULL RESPO-NS_IBfl_ITY OF PROVE)ING ANY AND ALL
<br />DURING ALL 5ACKFIt_:_!NG Ai�,,D (_-Ot,,PACTfNG OPERATIONS-
<br />21 PROVIDE HORIZONTAL AND VERTICAL REINFORCING PER CIO;NITRACT DOCUM.-ENTS "k,"tD
<br />SOLID GROUT FILLED CELLS ATALL VER-TtCAL R-Ell.-N-FORCiNG.
<br />HCRJZO�,4TAL AND VERTICAL REitlFOP ilRES"R" 0 BE EMBEDDED IN'
<br />GRO UT SHA: : BE PLACE ED AN D HELD IN PR OPER PO SITIO N,' Ou mlccl G RO UT IN G
<br />'E
<br />,BY NIECHANICA; fvl�:ANSiF NE?_ -SSARY' So AS . op -: O�AfFOR A MlNlmum
<br />THIC',KNESS OF GROUT i,CtEAR DISTANCF8ETWEEN THE REINFORCING AND
<br />THE INSIDE FACE OF THE MASONRY UNIfT'il-IF NOT LESSTHAI,4 INCH' FOR
<br />GR
<br />OUT ANDNOTLESS THAN V2 IN C-H FOR COURSE GROUT
<br />NOTE: VERTICAL CEL LS SHALL- BE GRO U T ED TO %NITHR'li lX,:-NCH OF THE BOTTO OF
<br />BEAMS PRIOR TO T4E PLACEM:ENT OF SEA-M. REiNFORCIN.'__�.
<br />CELLS SHALL NOT BE GR OUTED AS BEAP,-! fS BEIN G POURED 0 R GROLI[TED f
<br />22 PROVIDE REIN FORCfNG SAR LAP SPLICE LENGTHS ASSH OWN ON DRAWilo SUX, f�',t
<br />ACCORDANCE WIT H THE 2010 EDI HO..N; OF TL!E FLORIDABUILDING CODE
<br />NO-TE: .IN BEAMS. TIE BEAMS. ETC_ PLACc: LAPPING BARS fN VERT ICAL AL.IGNFA�Et%T.
<br />ONE ABOVE THE OTHER, I -III ORDER T
<br />PROVIDE ADEQUATE7 SPAf-.E7 FOR PAS&A�GF 0fVERTtclA,-'_ REI-NFOPCING7
<br />PROVIDE FOR PROPER GROUT FLOW& Crit',1SOLIDATION.. TO PROVIDE FOR
<br />PROPER GROUT COVER AND PROVIDE FOR PROPER
<br />IDEVELOPNIENT OFF REINFORC�,iGl
<br />23. VERTICAL REINFORCING 9�DICATED ON THE DRAWINGS SHAI_�_ Bi__ DOWELED OUT OF
<br />THE FOUNDATION 'OR El EMENT'WHERE RE:NFORCIIING OR'lGf--',,ATES �BEAMF SLAD, TIE
<br />BEAMi. 10,?AILL ETC ) *UTILIZfNG A STANDARD AC� -40 DEG 1-:.OUK f-EMSEDDED Tu DEVEZ Op
<br />THE FULL ULTIMATE TENSILE STRENGTH �jF THE BA.rl.):j.NA')_
<br />24� VERTICAL WALL REIN F OR CING llI"iDICATED ON T HE DRAWIII.'G S_ WH EP E VER PO SS fSL_ -E
<br />SHALL EXTEND FROM FCUNDAT1Ot,,' (OR PER NOTE NO -23 ABOVE7) TO TIE BSAA4 AT THE i
<br />TOP OF THE WALL. PROVIDE A STANDARD A.Cl �NU DE". HOOK OUT OF THE FfJW,3DATION
<br />,V,ID INT 0 THE TfE: SEAM LAP SPi ICE LENGTHS SPA BE AS INDICATED BY NOTE �S'C.
<br />2'2. ABOVE. WHEN A VERTICAL DOVAJEL DOES NOT ALfG.NVATH A CELL i.-N THE
<br />POCIVE. 7 SHALL NOT BE BENIT M ORE THAN' 10 DEGREES FRO.'Il THE'vIER TICAL (REI-,�OVE:
<br />C-ELL Divi-DER INEB 'VVIFIEN REO'D."l- FURTHER-. THE DOWEL' SHALL NOT BE SENT WORE
<br />THAN ONCE AND SHALL NOT BE SENT INTO A GUR'VE:D SL�APE. DOWELS 'VUST BE
<br />G R 0 UT ED INTO CELLS 9i VE RT ICAl_ ALIGNIN' ENT -
<br />NOTE: 'v�Iki EN -AYIN G OUT FOU zNDAT ION DowELS FO R 'UN IF�J 'SPAC ED kA'ALL
<br />REI.NFOPCING� FIRST LOCATE DOOiE� S'S'PECIFIED AT WI-NDO'Af, DOOR & OTHER
<br />U.-ASONRY 0PENlI:-4GS_ EN;DS OF W;ALLS, COLUMNS� PILASTERS.- TJE,:�C� UMNS-
<br />ETC.. THEN LOCATE THE DObELS IN BET'vAiEENAT THE SPECIFIED MAXM4UM.
<br />28. PROVIDE CORI'liER BARS AT EKDS AND CORNERS OF ALL V0,'_LS, FOOTINGS, BEAMS�
<br />ETC, BAR SIZE AND CID UNT SHALL NIATCH TH E LONG ITUDINAL REI.NFORC1,14G 1N T,"E
<br />MORE HEAVILY REP-J;FORCED CON.NECTING MEMBER IU N 0
<br />f 0 T E � AT COR.',,ERS OF BEAIMS, TIE SEAMS, ETC_ PLACE AND TIE CORNER BARS RQ
<br />VERTICAL AUGN�.-UENT_ EITHER ABOtVE OR BELOW CONTNUOUS I ONGi-, UDINAL
<br />REI",IFORCING. TO AVOID RE114FORCIN'G
<br />'0'W SPAC EFIOR
<br />S P AC E F OR PA _q S AG E AN D C ON S 0 L I DAT I, ON 0 F G R OUT _' TO ALL
<br />PASSAGE OF VERTICAL REINFORCING:, PROVIDE FOR PROPER GROUT COVER
<br />AROUND THE REINFORCIt,,113, AND TO PROVIDE FOP ADEQUATE DEVELOPME-NIT
<br />CIE THE REil4'FORCf!ItG.
<br />2 9� IDU'w"iEL INTERSEGTIN'G WALLS: BEA��0'5. ETC. WITH 10OWELS OF THE SAME SIZE., COUNT
<br />AND SR8,CING AS THE HORIZONTAL REINFC)R.OING THE MORE HEAVILY REINFORCED
<br />CONN'EC.TING M.0%0ER
<br />3 0. TfF_ B-EAI`�;:S, WHERE COt,;ISTRUCTED OF REINFORCED MASONFY S�-,.'At L' I',iOT ItQTE RRUPT
<br />GOTIITI�IMUITY OF VERTICA; REINIFORCtNG, HORIZONTAl- REiNFORCVNG BARS SHALL BE
<br />PLACED IN CONT.'N'UOUS U',AS,W-,RY COURSES CO�NSiSTt.'4G OF BOND BPEAI�� OR LtNTEL
<br />-BLOCK I,'�N IT. S AND SHALL SE'SOL IDLY GROIUTED IN PLACE- UNLESS OTHE PWISE
<br />DETAiLED., HORIZO.NTAL REINFORCING SHALL C0v,,SibzT OF A h3T%-'Ib.Um OF 2 NO_ --� BARS
<br />PLACED CONTINUOUSLY �N EACH COURSE.
<br />31 PROVIDE PRECAST PRESTRESSED CON,"GRETE LINTELS N11,11TH 21, NO- 5 BARS
<br />CO"'ITINUOU-S SOL�DLY GROUTED It,,; PLACE)ABOVE ALL 1,,-.ASOIlPY OPE44i,,',GS WMEPE
<br />L�NTEL IS �'�OT OT-HERWISE SPECIFICALLY CIFTAtED 014 THE DPAIVYINGS-
<br />N'O T E PPOV:f:iE EN;GII'NEERING SUBMIITTALS F4z ALL PRECASE-T PRESTRES-1,ED
<br />I,N Cl_�:: DE ALLO�MA BLE ON IF ORI,,P OAD.CAPACIT fE S F ul R GRAVITY, U.�>LIFT
<br />AND LATERAL LOADS SURMITTAL MUST BE StGNED,SEALIED AND DATED -BY
<br />THE PROFESSIO!4AL ENGtN EER IN RESPONSIBLE CHARGE OF THIE ENG-44EERP-�
<br />AND TEST,,NG UP0!:,I'y'VHJCH THE ALL01,4VABLE:-OADS, APE BASED- SUBI-,,tfTTALS
<br />MU-ST INCLUDE THE MANU FACTO RER'S CATALOG ENIO fNE ERIN G UATA�
<br />T F
<br />1. U N S SHALL BE FABRICA. _D B Y A E 1R?,,, E!NGAGED IN E
<br />MANUFACTURI:NG OF PRECAST' A-,,:D- PRE -STRESSED CONCRETE U
<br />LINTELS AND StLLS FOR A MINif,,lUM!_OF5 YEARS. FABRICATOR
<br />HAVE AQUALITYASSURANCE. PROGRAM THATCO�,WLIES Wm4. THE
<br />PROCEDURES OF �,IANUAL 116 BYTHF-:�'PEC-ASTj,"PRE�STR,-tSSED
<br />GOI`4GRETE INSTITIjTE.
<br />.2- P LANT R EC -OR DSOF Q DU CT 10 N AND �Q UAL ITY C. ON TR .0 L SHALL PIE -
<br />KEPT IN AG r_O:RDA,"4CEV'Vff H. THE PCI RECOM',,vIENDATtON S AND MADE
<br />AVAILAFILF UPON R-ECILIEST FOR THE ARCHITECT.'FNGJNFER_
<br />3� CODES AND: STANDARDS:
<br />A_ AM4ERZICAN SOCIETY FOR TESTING AND MATERIALS (AST;N!"s
<br />I- C.33� - 'SPECIF ICATION FOR CONCRETE AGO REGATES_
<br />2, FOR PORTLANDIDEMENT.
<br />8, PPE-1�A�-�-,T.*�;PPF--ST�'%IESSEEIC'O�4��RETE NiSTITUT
<br />STAN'DARD& MANUALFCR OUALFYCONITROL -FOR PRECA-- I
<br />AND PRE-STRE S_,S ED CO N CR ET F ININL-1 I S,
<br />cl� A�,,',EqICAN CCIN:CRETE `,-,,STfTOTE: BWLDlRz,G CODE
<br />REQUIREMENTS FOR STRUCTURAL C_O--NC',RETE �ACI 3�1;�)
<br />D_ A&�ERICAtN CONCRETE IAST�TUTE_ BUILD11,,"G CODE
<br />REQUIREMENTS FOR !�ASONRYS_M.UCTURES (ACI 530'�
<br />11. C. OqNC-RETE MATERIALS, -
<br />A� PORTLAND CEME.'4T� (ASTN' TYPE I OR M. GRAY COLOR,
<br />B_ AGGREGATES: (ASTI�
<br />C_ WATER� POTAKE
<br />D, ADMIX-TURE:5' SHALL NOT CONTAIN CALCtUU1, CHL(DRIOE OR
<br />CHLORIDE IONS.
<br />5� REINFORCING
<br />A. DEFORNIED, A615 GRADE 40 OF e(Cf.
<br />8. PRIE-STRESSING STRAND: AST M AA if-, 2?Cl KSI Ll-
<br />ALL U-L 1�1 TEL Ur-,'iTS 14 FEET �N OVERAL L LENGT H AND SHORTER SHALL
<br />BE tN'tADE OF CO INCRETE WITH AM. STRENGTH OF -k5:00 FIS11 AT 28
<br />DAYS�
<br />7. ALL U-L�ix'TELS EXCEEDfRG 11 4 FEET Ili OVERALL LEN GTH SHALL BE
<br />M.ADE OF CO-i'lCERETE WITH A M.-,NIM U�-,4 STRENGTH OF t,000 PSI AT 28
<br />DAYS AN D SH ALL BE PRE-STRF SSED CON CRETE -
<br />a- AU 81, 1 UNITS SHAtLBE MADE OF CONCRETE Wff HA
<br />STRENI GTH OF W00 PSI AT 28 DAYS-
<br />AUL UN':FrS SHA-'-L BE SAND BLOCK FINkSH EXCE FT PRE-ST RESs;ED. rD*
<br />WfDE..AND 12"WIDEAND U-LINTELSSHALL BE SMOOTH FORM FINISHED-
<br />32. 'PROVIDE K.NOCK OUT BLOCK SILL BEAM. BELOW �O.MNDOANS,�WrTH 2 NO. 5 SARS
<br />CON
<br />:T�,NUOUS SOLIDLY GROUTED IN- PLACE)'WHERE SILL BEAM IS NOT OTHERWISE
<br />SPE(CIFICALLY FOETAI].LED 0.-N THEDRAAffNcS-_
<br />THE BE.,,W-\ING OF THE UNTE'_S ON ADJAC,',E�ff MASCINRY SHALL
<br />34. VVHERE VERTICAL REINFORCING Ol,CURS AT Llnfff: BEARING POINT Pk"JVfDE
<br />CAST IN B� OCKOUT IN BOTTO:M OF LINTEL TO ALLOI,�V FOR PASSAGE OF C�)NTtNJOUS
<br />R E P-1 F 0 R C I N G A�l D Io- R;DU T,
<br />NOTE- HORIZONTAI - REINFORCR41G ��l SILLS AI`,iT,,: IN'TELS SHALL
<br />SPEGIFfCALLYDETAfLED TO EXTLf-�D FORTHER�'RUN GON'-TINUOU6 TO AT 'LEAST
<br />8 INICHES, (FEYOND FACEF OF JAMB OF t0_0 -) INTO GR0'-,JTFDN.,JD VERTICALLY
<br />RE!:l,;FORf'rED CELLS EEYONU_
<br />U '-IN .UM: BEARiNG OF tMASON'RY AND CONCRETE 8EAAAS SUPP jRT IJ; A I-
<br />IfV 0 SH L I[3E
<br />N
<br />0 H 0 WEVE q, WH E R E MA &_JN R Y 8 E AM5. S S FA R DNz 1, 1 A SON, R Y 0 Rl C ON c R F.T E
<br />CO. U N! N S - EXT EN D TH E B E MM: %AN D GO NT �' N' LI 0 U S LO -"� G IT U 0 t NAL B EA fv' R. E IN FQ R C I N G)
<br />0 V ER T H E F 13: L L E: "I G TH 0 F T F! E C 0 N' C. R ET E 0 R I ��" A S 0 N; R Y Sy: j P P 0 R*_ T f N G S E C T I Q N
<br />Vk,'HERE MA6'ON'RY OR CONIC'RETE UEMOS BEAR ON MASUNRY WALLS. EXTEND THE
<br />BE,W, - BEYOND THE FACE 0 F THE SUPPORT OVER ALL SO 1,11D GROUTEDA140-
<br />RFiNFOPGED CE: TIS, LE�4GTili Of BEARZING, UF q AMS'HALL t'40T BE LESS
<br />L �EPT'
<br />ri. OF TI-f E BEA.',,
<br />36. THE FIRST STIRPUP IN ALI SEAM.S SHALL LIE PLACEDAT ONE F"A"LIF THE SPECIFIED
<br />STIRRUP SPACING FRO.-M. THE FACE ;-,IF THE SUPPORT,
<br />,7- NOTED, DETAE_E�_,' OR SCHEDULED.AiLtAASONRY T-1 I-:
<br />i_'O� U!,�NS. AND PILASTERS SHALL HAVE N�C. 2 "'LOSED LATERAL TIES PLACED 0�4
<br />f-,f'ORTAR jOlIlITSAT 8�" O.C. WHERE INTERIORLONGITUIDINIAL BARS, ARE SPACED, ti�'QIRE
<br />THAN F, INCHES FRONe. A CORNER 'ON�GITUDINAL BAR HAVING LATERP'Al SUPPORT
<br />-OVIDED BY THE CORNItER 0 F A LATER AL TIE, PR OVIDE 001iBLE H 00-K CROSS TIE IN;
<br />ADDITION TO LATERAL TIE.
<br />38. WHERE ANCHOR BOLTS ARE SET IN, M.ASONRY%NALLS�_ FILL BILOCK CEi - LS.WfTH GR3,-)UT
<br />AT COURSES WHERE BOLTS ARE TO BE PLACED ANDe%T LEPST TWO COURSES BELOW
<br />Lf,_)l,lVESTBOITy,Z-) ADDITIONALLY, '!,V-iERE EyPANSfON AN-CHORS ARE TO BE USED�
<br />PR014UE SOLID ��_"RC)UTATLEAS`T 8"AROUf,4D BOLT IN ALL DRECTIONS AND Lftvlff
<br />SPACIN G3 BETWEEN BO LT S TO C, " 0 C_
<br />G E NE R. AL L Y. R E I NIF 0 RC I N G S HA�_ L N 0 T BE C U T T Q A C G 0 M, NA 0 DAT F T H I- I NS _1W_ �_ AT 10 �'4
<br />OF Ef�,1.-L:IEEIS,.A,*,4'C..4C�F<S, SLEEVES ANDAaR C", HER tTEEM& WHERE SUCH is
<br />U!NAIVOfDABLE '_ NOTIFY T-HE STRUCTURAL F-'lGl-N,EER',0F THE INTENTION TO DO SO -AND
<br />PROVIDE Q.NE AD LRTIONA,' BAR EACH SfUE OF THE BAR 'WHICH WAS CUT - S;ZE GF ADD
<br />BARS S.H.ALL ff�!.ATCH SfZEOF ORIGINAL BAI,A�,�',D t_F-'l,;GTH SHAL; BE ADEQUATE TO AT
<br />LEAST PROVUE FOR A 72X BAR DIA,,0ETER LAP (OR EM. BEDME�,,iT`I. EACH S.6E 0 F THE
<br />BAR VlJH ICH V,,IAS, C UT-
<br />4101� THE CONTRACTOR SHAL: DE'LNER TO THE CONSTRUCTION SITE,AS AND "&IHEN
<br />DIRECTED TO DO SO 133,1� THE ARCHITECT OR. STRUCTURA3_ ENGINEEP, AS M-JCH AS ANI
<br />ACID',TIONAL ONE HALF TO�.N OF STOCK LENGTH 'm4O. 5 PE0AR A'�4DPROVIDE SUCH LABOR
<br />N." D GROUT AS 1S IN EICESSARY TO INISTAL:_ THE REBAR As DIRECTED U'NU;SED
<br />MATIERIALAND .3-ABOR SHALL HE CREDITED t'0THE OWN -ER. AT THE C-C-1;NTRACT Uf,,,'.IT
<br />PRICE -
<br />THE S�-.Al,: - BE R'ESPONS�BI� E FOR T.HE PROPER DESIGN AND
<br />CO.."i STRlU'CT iotlll 0 F ALL NE CE SSARY I7'C RN!, WOR K, 8HO RIN G AND R E8 HO: RING. TH E
<br />DESIGIN, SHA:: I BE PREPAPED BY A PPOFESSIO.NAL ENGINEER CURRE�-ITUYREG16TERED
<br />-.N, TH E STATE Q F iNTENDED C ON STR U CTIO N 0 F TH EP ROJIECT A�ND ERE CT 10 IN
<br />DRA'vVl',4G SH. A;L: B EAR' H fSSEAL, SIGNATU RE AND T H E OAT E. E: RECTION DRAW IN -,'� S
<br />SH AL L S E St -I' B k! IT TED TO T 1H E R ES, POt N SI 8 L E B U ILD�NG AU T H 0 R IT Y.
<br />a2. T H E CO N T RACT 0 R S'll B E R E 6F 0 � IS IS L E T 0 PR Q V 0 E F 0 R PR OP ER STO RAG E 0. F
<br />1-��AS 0 NRY 'rA4 ATER IALS ON TH F C 0 N S TR U CTiON' SITE AND T 0 AS SUI RE THAT T F'_-E
<br />TV:ATERI�ALS AN'D C,',�Ws REMAIN CLEAN,' AND DRYAT Ai L TIMES PRIOR. TO PILACEMENT
<br />E MASONRY 1,1VALLS ARE BEING CON'STP.U."'TED,. I T' IF, -THE RESPONSIBI"-ITY oi- THE
<br />&'ASON' TO BE SUPE THAT THE WALLS ARE COVERED AT ALL TINIES rv"Aiu'l NOT BEgjG
<br />WORKJE-D ON)- I HE COVERING CAN BE PLASTIC CA-NVAS. OR OTHER SUIT'ABLE
<br />T
<br />'A�ATE!RPRO,DF MATERIAL THAT NOT ONLYCOVERS THE TOP OF THEVVALL.- BUT ALSO
<br />PROJECTS DOWN'AT LEAST TWO FFET ON EAGH S�DE OF TI--'E WALL- THIS IS TO
<br />ENSUR E THAT WATER DOE S -Ni OT E�,4TER THE OPEN CE LLS A.'14D THAT THE W'ALLS DO
<br />�jR , PvA; I: �'
<br />�,;OT P-PrOM,,E SATURATED. PARTI:ALLY C-0,MFILETED NIASOt Y I THAT ARE
<br />C_XPOSED TO RAttl N%AY SECO-k'E SO SATURATEI W,-TH VVATr-R THAT THEYTAKE
<br />I-,?. TH S To DR Y 01UT, T Li IS G-AN ALSO CAUS E EFF LO. p ES GE :NCE - IN ADDIT ION.
<br />�SATURAT ION -0 F M.ASDNRY WAL LS 'Wli - IN CP EASE THE AMi?_�,Uiillff ul F S Hp.ft��KAG E
<br />CRACKING fl'--1 THE ;i"VALLS AND THE -L-'Of'.4'TRAC�'T�DR AND MASSON WILL BE RESPONSIBLE
<br />" C- RFI'tOEDIATE T,�-E CRACKT',3G 'Sff UtATI-DN.
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<br />............
<br />::Comm.No.- 12010.00
<br />Date:
<br />01/16/14
<br />..............................................
<br />Drawn:
<br />_ ...............
<br />SF/ RMT
<br />Revised.-
<br />SFACIN G
<br />2 5, ON LESS SPEE CIFICALLY D ETAILED T 0 BE MOR E HER,�i ILY R Elff OR GIEDZ PROV�DE TH E
<br />F0L:_OWR,!-G -MINIM.U.-M. VERTICAL REINFORCR�G IN ALL re!ASONR-,YV�M1,LL& . ......................
<br />:TO THE BEST OF
<br />:PLMS AND SPECIFICKnONS COMPLY "ji
<br />A AD-JACENT TO A10 NIASO.NIPY'A,�ALI_ OPENIN"3& 2 NO.5 VERT. :THE MINIMUM BUILDING CODES.
<br />E_X-1 ERIOP. .3 [-.NGH,r,,lAILS: 2 ?.10. S VERT AT 2'20' O-C
<br />ifitTERIOP 3 INCH 'AfALL& 1 NO- 5 VERT� AT G.c_
<br />VERTICAL REBAR S61'ALL BE HELD !:.,I PROPEP POSITIO.',4 AT TO P AND BOTTO M X-I D AT
<br />NOT MORETHM4 FT-CJ'O-C, IN BETVI,�EENVLA PPEFABRICATED GAL.V�ANfZEDVORE REBAIR
<br />PO THE MININIUM f-LEARA.IlCE FR%,l FACE OF fe.-ASONIR-Y , H i E
<br />9 AL - B 1 -2
<br />THE SPAC:�.'�G SETVNJEEN ADjACEt-4T BARS SHALL BE ONE BPAR PlAft.,�ETER. OR V-
<br />.PY'H ICH EVE P IS GR E.A. I ER
<br />27 WHER F ',,T RT:CA,-_. h-'IASON R Y IVVAL L R E iNF UR C IN IS CONTI�'l T H ROlU GG H A
<br />@ 2013 HARVARD JOLLY, INCA
<br />1CRETE S: AS, PROVIDE A 3 V�,Cij DIAMETER FORMED HOLE iNTHE SLAB To ALLOW ...................
<br />F 0 IR P A SS AG E i) G RO IJT.
<br />OMER$.
<br />(lr-")THE8E DRAWIN08 & THEIR CONTENT8 ARE THE $OLE PROPERTY OF WEBER & TINNEN, P.A. $TRUCTURAL EN SN-1
<br />U$E OR COPY OF ALL OR ANY PORTION$ 10 BY CONTRACT ONLY. UNAUTHORIZED UOE WILL BE PROOECUTED.
<br />------------- ........
<br />........................................ . . . . ................
<br />0
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