05-1487-016GEI`,,!: AI.:
1 . ALL MAT� . RIALS BE NE'W, OF GOO!) OUALITY
ANE, THE SHAI-11- BE WORKER': SKILLED
IN HEIR TRADE AND IN ACCORDANCE `,AVIIH RECOMMENDLE) PRACTIC�:,
2. NO 0II'VEN SION' SHALL BE 577,ALED FROIA DRAVvINGS
3. GENERAL COrjRACTOR SHAU - ',HE&`, REVIEW AND VEr:IFY ALL
C)11',r,ENSiIDNS AND SIT'i CONDITICN'S PRIOR To CONS_RUCT;Oh,4.
kl'i' OR OIAISSIONS NOTED 011 THE DRAANINOS OR IN THE
Sp�ECIFICAIiONS OFJ ANY VARIATIONS NEEl"XID IN 0FDEI:1 'TO CONFOF'M TO
EGU��,� 'HALL 0 NOTJFIF�( IN
cOlDrS, RULES ANC R ',,Ti0I%AS 'E:i WljRITING 10
THE. EN(31NER, ANY SUCII OMISsIONS, 10R,
VARIATION') NOT R 'FIORTr_C) D()RJNCI THE BIDDING PERIOD SHALL THE:
F�,)[::::PONSIDIL 1, OF THE 01'IJERAL ONTr',AC`lOR' Wl+�) SHALL PERFOI::M THE
7
CIORPECTEL' WORK' raS PER THE EN�31NrH-R, INSTRU,"TIONS,
4, T H E "; E. IICTES SHALL 3E USE1.1 IN C0I`,AJIJI,jI�TlC'N WITH TI-iE
SIDEC�IFIOA7:0.,,,4S ISSUED BY THE AROHITEC'l,
5, STRUCTURAL SHALL BE INOPKED TCY.)ETHER ' 1"7H
AR;._H!TECT:kJRAL., AIR CONDITIONING, VECHA:NICAL AfND ELE(.TFICAL
DRA\YNGS' TO LDCA,7E Dl..'PRESSEID SLABS, SLOPES, DRAINS, OUTLETS,
OPI'.I,flNGS, REGLETS"', BOLT SE-ITINGS, SLf'.I.'.v'ES, ETC.
DIS�,REPAN,'IES SHALL BROU�'_,H_ TO THIL ATTENTION Or THE
ARI-,HITECT --ENGINEI R D'170,RE WITH -I HE WORk,
6, GENIERAL CONTRAC-OR SHALL SUBMIT 3HOP DI°'AWINGS 70 THE
E:N()11',IFEP FOR APPROVAL BEFORE --AEFICATION OR ERECTIoN OF ANY
S7F','UCTUR/,L SYSTE'V,
-7, -RAL CONTRAOTOR SHALL RESTRIC1' AND PROPERLY ISOLATE
GE� IF-
ALL CONS']R-UC;TiO LOADS., FROV INDUCIN(l; OR
,N EQUIP�I�f-__NT ANT.)
TIR/01SMITTII'IC, \/IBFATIOl'IS 1-0 '71 . HE SlRUCTI,)RE DUFANG COI STRUC710N,
8, GENERAL CONTRACTOR' SHALL 13E RESPONSIBLE: FOR THE DISF, )SAl_
0, C A VATION AI'lD DEWATERING
ALL AC(,UIIU;_A1ED WATER FROI�, EX
7 0
NVENIEI�,JCr
N SU'lH A W�AY AS 'I() NOT (; AUSE INCOc
'7 ')P
IC THE \A'(,. � I< A 'ND DANIA'',L TO THE Sfi�'U(�:TURAL FLEIVENIS,
U. WHEN PERFORPAll`!G WORK BELOW GRADE, CARE SHALL BE 11AKEIN TO
1� `,,� Y E X I (-, 1. 'L T E
v 'OID DAMAGING �;TING UTILITIES, ALL UN��'NOWN J11 .1 1 S
Di�.,('OVEPED DuRiN("; CONS'TRUCTION, SHALL BE DFl,'..U(_'HT TO THE
ATENTIOI`J OF THE ARCHIT:CT-Eh,K ;!NEER, ANY Di,MAGE 11"7 EXISTING
LAM!LTIES SHALL BE: REPORTIFF) TO ALL AFFECTED PARTIES, INCLUDING
THE' A"sCH I-I' E CT-- EtING1 NEER,
L
10� GENEPAL CONTR'ACTO!:�� SHAL-L BE RESP-ONSIBLE FOR ,PDATIN(,,� it
COI1STR'_J'c'1ION DO('UMENTS WITH ANY REV ED DRr !'+WINGS ANL,I SPECS.,
FIELD CRDE713S, CHAINGF ORDERS A',,11D CLARIFICATQII SKETCHES ISSUED
DLWRINO) THIF;: COUR',- E OF COI'ISTRLI(.':TION,
11, "BY OTHERS" DENOTE:`:; LABOF AND MATERIAL`.' BY OTHERS.
HOWEVER 'HE GEI'i 17 PAL CDN7RACTC)P SHALL D
PROVI E- AND
FR.EE ACCESS FOR THE W'_'IRK-
i2 "NIC" E)ENOTE"."", NOT IN CONTp,A(I'T: IHE OWNER SHALL BE
RESSPOINSIBLE FOR G,'CORDINATiNG k TIME SrHEDULI' OF THE BASE
CONTRAC:1" WITH THE "NIC TRADES
la TYPI(,',,a,L, DETALS AND NIO]ES 01'A THE]�E DRAv,'INGS SI -ALL APPLY
U Nli "ESS SPFOIFicALLY NOTED OTHEIR',NISE, CONSTRUCTION DETAILS Al'.!D
SE TIONS I , Q7 COFAiPl SHO'W1,1 OR NOTED SH'LL BE SIMILAR 'I
FOR SIMILAR CONDITIIDN'��.
DE AILS ANC SECTIONS S� vvI,j OR NOT[
14. THLE (;ENERAI_ CON7RAC7OR SHALL Br' SOLE0 RFSPO`]SIBLE FOR
ALL EX(�AVA'110N FROCE:Dul:;7
5 INCIUDING LAGGING, SHORIt,.lr,,, AIAD
PD
F BI)II _FAR`TME�'NT,
ROTECTIO-N, IN AG( WIT]-d THE LOCAL _01IAG 017
TEMPC)RARY EIIRAC'11`�AG •SHALL [�E PROVD I E._.') AS PEOUiRED TO HOLD
AL''... C0I`/PC'NENTS IDF THc' :)7PUCTL.IRE IN E:lACF 1.11.1TIL FINAL Supl"OFJ-
IS SEIC'UPELY ANCHORED,
I ��, TH7 C ' ONTRAZrOR SHALL SUF`��)LY ALL LABOR, M?�`TERIALS,
EQ!JIPMEN1 AND SERVICES OF EVEF'Y KIND, INCLUDING WAIE-P AND
FRG, ;I' - 'R, NE(3ESSAF,"�' FO!"', 1HE PR , 3PER EXE�'IJTION OF THE WORK SHOWN OP
IND'�CATED ON THE'��7,E DPAV,,,�I,�3S, /�,Ll_ MAIF'RIAL SHALL '31E NEW.
�IAFERIALS AND WCQKMAW::�HiP SH,,',,LL or, (,OOD QUALITY, ALL
W-jRi,\VEN AND SL1000NlRACTORS SHALL 8E, SKILLED IN TI,IF_IR TRAD�._
1' 1 7 . THE ('ONTRA,-TOR SHr%LL. ADEOUATELY PPOTEI,T HIS ?><ORK,
AD,.IACENT PROPE,R'TY AND THE PU11LIC, Al,ID B' E R!'..SPOlNSIIklI_ FOF%'
DAMAGE 01- II`,I,jURY DUE To HIS A, 'T OR NE,',,L.ECT.
18. THE PREMISE' 211ALL BE KEo I' FROM ACCUMULATION OF WATER,
MA
AT' R I A L' ' IJ ' AND DI.BRiS, AND AT THE ENC, OF THEI JOB _FhE
CONTRACT( I 3R SHALi.- REM O�/E ALL F.'UBEISH, SURPLI,JS MATE"RIALS', AND
,)LS AI`'D LEAVE' 'HE DLJ!t_DING BROOV, CLEAN:
I E). JOB zaTE VISITS BY THE ENCJI''AEER 00 NOT (,`,,:)NSTITUIlE AN
OFFICIAL. INSPECTION, UNLESS SPE0FICALLY CONTFJA(,-7ED E:OR
"TI ,RE51-iOLD" INSP_ ::� C71&,S AS RE0,JIRED FAY THE LOCAL BUILDING
DL-
ARTMENT SHALL Br UNDER A SEPARA7E.' CC ,A71"I'ACT,
:10, SHOP DIRA'VINSS ARE AN AD FOR FIELD PLACIdEVENT AND ARI.
SUPERS,ED��'D BY THE STRU,,TLRAL DRAWIN(3S, IT SHALL BE THE
OF THE GE�AERAL (,;ONTRACTOR TO V'<: CERTAIN THAT
CONSIRUCTIOH IS IN FULL AGF'EEMENl WITH THE LATEST
.,TI,'UCTUR/-,L DRAWINGS,
21. THEI CONTRACTOR SHALL. SLJID�::ILY THE ENGINEI'R WITH ONE SEPIA
COPY OF, .:,IX BLUELINE COPIES 0 7 SHOP DRA*NG`�-T A VIN11,11JM OF 7*3
WZEKS PRIOR TO THI� REVIEV' 0[7 `iH(:)p
D RAI'jVINCS BY THE
FNI3INEEI` !7, ONLY FOR GEE-JERAIL COMPLIAI`'CE WITH THE - S I-RUCTUPAL
DR /,WIN:z Al,,D SPLCIFIOA71ON'S. THIS REVIE-W DOES NO1 GUARAINIEE
Y WA. THE SHOP DRAV,'INGS ARE CORFEC, NOR DOES IT
IN 'N THAT
INFER TH A' THEY SUPERSLDE THE STRUCTURAL DFAWINC,,S)
C01',ICRETE SLArB I FILI:
I, SLLEC'I[D FILL Tv1ATERIALS, SHALL BE C'-LEAN CPUSHED, LIINAL
S - I E F1.1-
JONE (3" MA>,'lVL!Y PARTIOLE) OP�: CLEAN FINE SitND. I
PLACEMENT SHOULD OCCUR IN TH,zm DRY AND COPu!:IACTED TO A IvINiN/lUM
p
OF 98 PERCENT OF 'THE IvIODIFiED PIROOTOF MAYIN,'UV DR`' DENSITY
(A�',TI,A D - -'I 557), �rOLLO'0/ SOIL LA:3 FC�R THE
METHOD',', AND PRC�CL ' C) U R E'S, ALL FILI_ WC�RK SHALL BE IDJPERVISF.D BY
A SOIL LASS F,EPRESSENTATIVE. ALL, TOP SC)IL SHA!l BE REMOVED
8E1 -ORE STARTING FILLING OPERA70NS,
2. SLABS ON GRp,F)E SHA..L BE PLACED C)VER 6 I,�IL ViSOLJEEN OR
EINSINEER APPROV��.:'D EQUI'VALEINT,
3, WE L 0 E i) WIRE FABRIC- $HALL CONFORM WITH AIS71,A A 165-79
"S'IANDARI', SPECIF ICA-1 ONS FOR V,ELDED ��,,,�RE FAERIC FOr��, CONC; F:77.
FFINFORCEV 1`7
4. Wl-LDED AIRE FAFFIC SHALL 0i. SUPT _�([` 7 ED ON SLAS BOLSTE��,S
OR CONC7:,1,7E BLOl."IKS SP,(OFD NC; FURTHI .'R THAN Y-C)" 0-(l
5, SAW C U T CON F'ROL J(7)1'JTS SHALL El- SAWED ,',S SOONl AS T[-:-"l
CONORETE. IS HARP ENOUCH NOT "0 BE TORN OR DAMAGED BY THE
BLADE.
6. COLUMNS, REAVS, AND WALLS, OR ANY OTHER ' IRUCTURAL M[P,1'31ER
PENFIRATING SLAF�sS ON FILL SHALL BE ISOLATED 3Y PREMOLDED JOINT
FIL: ER 11 TIll,,,>,) comr-LYING W11-:1 ASTI,! 0175.2, TYPE1.
7. JOINTS SHALL. BE SEAL-ED `J+/I7FRE I]DICIATED FlY 'HE"
APOHI7EC7: )PAL C)F'AWINGS, AND FILLER AND 'SEALANI MATERIAL -,.:;I,IALL
F 0 1.. L OW S I.:;
WOOD rdl�CK
(SFF PI i.4)
.......... .
EXIST: CONT,
(2) 2 X 8
PLAIL�
ZINU rL(.Jr'
(SEE `L,\I0 (4)-1 d TOP
NAILS PI ;I STUD
1'X4 DLOCK W/2-11",d---
TO; NAILS, n07H Et<,,S
I-OAD BEARING PAR7JI,,'?Il
6"
WOOD STUDS
J" DRYVIALL AT iF'CTF
SIDES (S�`Al_ ALL
OPENING`)
.,C)I'j, WCOD P.T. "LATE 2Xil W/
DIA. DOLT 11 BY Hli ,] r5
24"0,C. i,,T 2 41 Fy��q- D I
: N
CONCRE Til.,
i -16d 70E
2)
NAILS PEIF�' STj1_l___ --,,,N
FOOTING
(SEE FLAN)
EN EPRAL NOTES
CONCRETE;
1, ALL REINFORC'[D COlA(:RETE liPSIGN SHALL BE IN ACC()ROANOE.
R[_lNIF'C7.("I%�(; STEEL:
OH'H BUiLDING C�O�)E REQUIRIEMENTS I-OR I`EINFlI CONC'RETE
1, ALL REINFORCIIIC STEEL `::HALL BE DEF,,)Fl,,lED F,3x-RS, FREI_ FROM
2, ALL (:IDI'jCRE7l WORK SHALL F.;E DONE IN ACCORDANO". 'NITH
L.0051.:�' RUST AND S('li,L.E ,C Try .� TO ASIM A61��/A615M01, FY:%6C)
11 F � I -OR
;FlEC'lFIC/,TIONS FOR S RUCTURAL CONCRI'TE F
KSI,
z\a I - C
D FAL
kil REINI'CIRCO,IG ;SHALL 3E DETAILED AP DR�,,.1,A-ED
"
3, CONCRETE 51F�FNG37HI 1n7 28 C)AYS S+_LL BE AS FIC[l,OWS:
FOL.1-C)WIllG 711E REQUIREMENTS OF A( 1 241- -`14., PLACINI IS ol RLBARS
� t . .
F' I 'A-)ATIlAS ...... .... .. 3coo PC!
,
SHALL CONFC'RM TO "FECOMVEHDED PR�CIICF FOR PLACING
9L,,5 ON FILL,.. ..... .......... .,000 PSI
REINF'OP,ICINJC, BARS",
COLUMNS'. . ............ A(.:OC) PSI
5 Yll, Imum ",ONCR�CTE COVER ON REII,IFOF.,('iNG STEEL FOR,
ST)UCTURl',L SLARI ............. .. R100Q PSI (',J, 0, N
NON--PRES7RE.SSED CONICRET", SHALL BE AS, F'OLLOWS,, U.0,N.;
....... 4000 PSI
iO
4. P!X, D'�SIGNS 'HALL BF SUBMITTED 7CI TH7 I_.!`iGINEER FOR
> 0 N
APPROVAL PRIOR TO CON,111 "EN C17M[ [AT OPj ,aNY COJI�CRETI7 ','vORI,,,
1,4 1 N I LA U M T 0 L E R N C E
5 NO ADMIXTURE- SHALL BE FlERmIlTED WITHOUT 7HE WFITTEN
OR
A I "PROVAL OF THE ENGINE-R,
CAST AGAINST AND
65' FORN/�,,'ORI< SHALL COI`JPLY WITH "PEC;DMMENDED PRA(.'''TICE F01"',
PER'M �NEN TLY
C"NCRI-TE FORMWIDRI", (ACI 34711 -`
EXF'O'�ED 'To ``ART 31, 3 /8
.
7, THE GENERAL -0I'ITPAj,'Tt'_)R IS SOLEL�, PILSFIOI..is!BLE FOR SAFE
EV17101,�ED To I'AF?7H OR
I
RIN' RE-S�<)RING, 9RACT\K.; AND FO
A�)EQLJATE SHC 'RNl\,VOF�:,. GENERAL
".
WEATHER NO, 5 AND
CONTRACTOR SHAI.L. CONTRACT A STATE 0F FLOQ�[ �,A REGI-STERED
SMAL.I,F.R SAR'z' 1 1.12 3/8,
11"lGiNEER TO FRS E RE SHOFING /!ND RESHOPINIGI 'LAI`-,S /,I`AD THFY
NO: 6 AND Li-',R&'-R E., A R S 2" 3/8"
SHOULD DF SUEN11ITTED TO THE EN70ROEV;_'NT FON'
1`107 EXPOSED TO INEATIJER OR
RF:CORDI'Ef, ' PING
IN CONTACT V,;ITH CSROUND:
THE C%,VNE�.R SHALL CCIlTRACT AN I,DI...',PEN:)ENT TE'_3TiNC',
ROOF SLAP, /3
LADORATOIaY APPR'OVED SY THE E " NGINEER 10 PEI�!FORI,� CON11CRETE
STRUCTURAL 5LAB ANID
C)LINDER TESTS AS FOLLD CUR C'�LINDER T:-ST PER
J
Al`,Y DAY'C:, POUR LESS TH,,N 50 UBIC, Yi,PDS.
EEAI\4�:', AND C'OLUVNS
9 TRAINSPORTIN0, PLACII\VD, CUF�'II-AG AND DEPOSI'11NO oF CONcRll.'F,-_
(PRIM -CRY REINFORCEMENT,
SHALL Cr_)IyIPLY WIIHI A(,'! �501 - 99,
TIES, 'STIRRUPS AND
10 t�10 W/%TER SHALL BE. ADDED TO THE CONCIRE11-1- AT 7HE 'SITE,
SFIRALS) I 1,/2" /8.,
'11, VERTI(JAL (,0'I)TRUCTQN JOINTS USINC,
SLABI,,,' ON CRADE 1/4"
MAY BE M,`:DE AT i,,FNTER C)F BE'A'M OF SLAB SPANS VP!7FF STOP IN
CC,NCRF:7E WORK IS N1. 7 C', E S S ARY, FOR ADDITIONAL REINFOIRCING A!
4: t-40 DEVIA'ION THE SIRUCTI)RAL PLANS SAH/dl BE
00I��STRUC�'ION JOII,11S SEE DETAIL", AN�r OTHER CONSTRIJ!CTION 101INT
PERMITTED V,11THOUT THE E X P RES S WR17EN C()NSENT 01" THE
NIRACTOR SHALI
R I" BE SHC"NN ON "HE
OUESTEC' By THE GENE'RAL CO J
S7Rt)(..:'TURAL I'_NGINEER, ALL REINFOfi'CING DETAILS TO BE SIjR_VIT7Ef.i
S431" DRAIVINGS F1')R THE ENOIINEE 'S REvit'W.
TO TIE ENGINI_F_7� r0l�,' HFIS APPROVAL..
12, REMO`I/E ALL DE13RIS I-"RQIA FQ;RvIS 3E1•O �E PC I :URIN0,
5, ALL. REINFORC11"JG BARS SHALL Er" SEf'UPFLY HELL:) IN PL�,:,CE
13 CONCI�;_'Tf:l ",liAILL NOT BE DRC'.)PPED IIIROLJG-i REiNFORICING, 1SrEEL
DURINS 00 (.II`E'[E PClI1l,'lN(3, IF REO(,iRED, ADDITIONAL BARS SHAILL
(A": IN WALLS, COLUMNS, AND DS'OP CAPITALS) `;O AS -I'-) CAUSE'
67. PRIOViDECI BY THE (_'0NTR(,C1OR '11.) FURNIH SUPPORT FOR THE CARS,
OF AGGRECAILS. U'.,E HOPPERS, `-HUIES OP T, %U \1 I," S CF
6, OARS SLFP'ORTS SHALL Ei_ PLASI'iC FOR I-EXPOSF[I
VARYING LL:NGTHS SO THA- 711E FREE UNCONFINED FALL, (,IF (,'ONl'_RETE
COI4RETE. LEG;'-S OF FOUNDATIONS CHAIRS' SHALL K GALVANIZED.
SH�-LL NOT EXCEE[) 5 FEE!', ',Nr) A SUFFICIENT NUMBEi_ll SHALL LE USED
PLASTIC "DONJT" SPACEF-,' SP-I,kCER WILL BE 1PI-QUIRE0 FOR STEEL AGAdNST
TC.) ENSURE THE CI'.)NCREE IS FEIhiG KEPT LEVEL AT ALL 'IVES.
FORM`': IN COHCRETE ;SEAMS !I WAI LS 117 FIELD COI`%!DITIcN5 WARR_4NT.
7, ly'! " L.DED WIPE FAERIC SHALL CON! OPM '0117H ASTNI A 11,5 19 A t,j
LU
11 15H ,LL BE SLIPPOF-,"IFED ON ':;LAB B(DI-STERS,
8. ��I,L REINFORCING BARS IvIARI'ED ClONTiNIJQLJS SH,t,LL BE !�...APPED
�'�SCNRY LOAD BEAI`ING,
-0 DIA, AT SP'LICE'S AN 'S UNLESS OTHERWIS:_ NOTED, LAP
'D CORNEP
0
CON7IkIUOUS TOP BAR-S' AT C'I'.`,NTI_R EIETWEEN SUPPORTS AS FEQUIRED,
TERMi'.IATF CCINATINUDUS BARS AT NON-COTA7II�IJOUS) i::.IADS VII CH STANDARD
1, LAY UP P, L t" 1,1ASONRY AINATS PRIUR TO CONSTRUCTION OF TI-II"
SUjr.lPCRTE[.) I,0,1'3ERS IOR III[' ; AVI- STORY, USE TYPE M MORTAR IN 1r1EAFING
9, All WALLS AiND COLUMNe". SHALL DE DOLNELED INTO F007:INcS,
WALLS. LAY UP UNiT],, IN RUNNING BLIND:
WALL.S, BEAN,".:), OR `3LADS W'IH BARS OF THE. SAME S ZE ANIC) SPACING
AS; 7i'liT BARS ABOVE, USE A (,IS) E:AR DIAI%,"ETEF' LAP EXC'EPT WHEF�E
2, CON'�TI:;'IUCT REINFORCED MASONRY II-A ACCORIIANCE 4,10H ACI 531,
SPECIFIC'ALLY INDICATED,
"BUILDING CODE REQU!I`,ENl:_NlS FOR CONCRE-rF MAS9NRY STRUCTURES; AND CR
10, VEFTiC'A[ WALL I:.�ARS SHALL BE SPLIKl-P AT OR [lEAq_ Fl-OOR
';PECIFICATIONS FOR THE DESIGN AND COI`JSTRUCTI('fl OF LOA) BEAPINC,
LINES: SPLICI: BARS IN SPAP.IDFEILS, WALLS, OEAMS, GRADE E�Fll E T,--*,
1:� I- AV 3
N C.V,A.
(UIJLESS OTHE(lt 'ISE 1,10TED) AS FOLLOWS: TrDP BARS AT cEI',lTEp
AT 71-4E
3 USE CON(.RETE PlASONRY UNiTS CONIFORWiNG TO ASTI� ('90 GRkDE N
LINE C�F SIPAIN� BOTIOA BAR'S SUFF)ORT,
1
MA'.�ONRY UNITS SHAIIL DEVELOP A MMW,M COMPRESSIVE PF13M STRENGT.H
11. REINFORI'..'11`10 ALLOWANCE: TH7 CON7RACTIOR SHALL P7','."l)VIDE 1, 5
(r'rn) OF 1,:�.�00 AND THE AVERAGE OF 3 LINI'S 15010 P 5 1,
TON" OF STEEL REII,11-0,RCE�AFNT FCi�' THF FN�`.IiNEEP !"0 USE 'VT HIS
'170 UE TYPE IA CONFORMING TO ASFY ('270, VAS� Ul\�ITS 1.11HALl BE A I'11N� OF 50% SOLID:
DISC'�!E_TiON DUR�NG CONS7P.I_,�':�TIONOF THE PRD,)ECT, THE CC�NTIRACTr,)R,
,fr,
OONTRAC To RElN8i,JR'SE rHE 0'AMIJI-IR FOIF� THE Ut�IUSED PI,1��
To �TION,
4 TEST 011"Ill' SET C" VASCiNFY UNI_� i"A ADVANCE C�F' �'�Fl,';I�ANING
OPI.IRATIONS Al"D ONE 'iEl DURIIA�', CCNc,7�1 )j.-TiON FOR EACH ?lo()0 SOP"T OF
Vv'All AREA, SAMPLE FROM ACT' AL FIE I D UNITS
IIASC)NRY
1: HOLLOW CONCRETE MASONRY tjNJiTS SHALL BE Of A QUAL11Y AT
5. U S C 7'(f E "M" ki,'YRTAR IN ACCORD,�,[,ICE WITH ASII�l C270. USE 2' /E
I, E A ST. EQUAL 70 THAT REQUIRED BY I A. CIDID " - S_7/,dNDARD
FIJI OE"DE)EP ' JOIN'S F�)R Al-I. VV�SONRY U)IIS PE,9OVE MORIAR PROTRUDING
SPLCIFICATiO�- OF ASIM C,27(;, EXQ-,rPT THAT S I LAG CEMENT SHALL N(),T
INT() CELL CAV11ES THAT ARE T(, BI.- RDNfORCED AND GPOU11'D: ALI-0,• A
PIE I
BE U.:-ED, ORTAR I-OR E ) LLS SH 'kL L t - TYPE M, FOR
-XTFRIOR W,,
�0�' OF 24 �100S FOR; NIORTAI),
INTER OR LOAD EIEAI_,111'JG INAIA S 'THE fvIORTAR SHALL PE TYPE M OR
6� UsE 3coo Psi ruvp mix F )ItADY MIX GROUT MADE WITIF MAX, 3/5"
FOR ,jrRIQR WALLS ; ABOVE I�-,RADE AND NOT SUPPOP'TING Lf,'-AD5 THE
�JJCPEGATE AND 8" 10" S1.0,1F TEST E�AMPLES FOR CCVPI`�;ESSIVE. SIRENGTH
M 0 P R S H A L L U E 7 �� P I' M, ",;, 0 R N,
7.
T1`,,,,T EVERY 1-0 YARDS, OR E,I\c�d DAYS CRO(JIING,
2. V�'HENEVEF` ANOHI"l')R BOLTS ARE 1-0 BE C-)I:7 IN M,`,50NRY TWO (,1_I!_ Is
- FILLED iviTH CC.)NCRFTr,
AT THE SE. TT�G LG,-,,e�TION L.
7, USE HFAVY DUT'i" LADDER TYPE. 0,�'DNR,� RDWORCING N FVEc,Y �7�IER
COI.�R`E, USE PREFAE�I,'ICATED CQ,7I1ErS AI-AD TEES NALL o'ATLRSECTl.(.NS,
I N I EL S:
OliFFLAP DlS`ON-iINLIOIS ENDS A MIN. OF 12 ". HOF,'IZONTAL REINFORCING
t",
SH;ILL
1 1-INTELS MAY BE LIS-ED [.I AA5ONRY OPENIN3S UP 70 6' 6"
------
CL AR, THE�_-�'- VA'Y 3E FRE-CAST OR CASI IN PL,40E AND SHALL ME 8
�l
8, USE GFOU7ED CILLS VdTH #5 VERTICAL AT Y�hl_ IWERS'E'CTION�,
12" MINIvin )M WITH 2 #5 TOP AND BOTTOM AND SHALL BEAR AT EACH
rAt:ji SIDE OF OPCNINf IS IN THr " ' WALL ANO AT THE ENDS OF I�I;LLS. SE
SIDL OF OPENINOS,
1 �r, IPJ FILLED CELL,
9, USE B.il,Rl SPA^.I.FS IN EVE y CII) C(;Jpl[7 WIIERE CCLL' . APE To E?(-
GRI)UTED,
STRUCTURAL STEEL:
S-4
.I. ALL STFFL ROLLED SHAPES, BAFI;:J AND PLA4TES
10 PPOVio�. CLEAN ')UT OPENINGS FOR F -CH GRO�)TED CELL,
SHALL. COMPI Y WITH ASTV 200()), FY 36 U'OrN,
2, 13TRUCTURAL TIjBING TB SHALL COMPL'� WITH ASI%.� A500.
11, USE ASTM A 61t, GRADE 5() REINFOI�(IING STEEL
GAD E F-, FY = 46 1, S1. n
3, STEEL PIPE SHALL COMP�_Y WITH ASTM k"51 TY! E S, GRADE 3,
I 12� IN HC,11 LIFT OP(A)TING Uq,' A VAX. LIFT OF 410" YIN 112 [10UR'
FY = 35 KSI,
tND ',,IAX 1 HOUP 6CTi'4EEN LIFP� EACH AND F:'CONSCI_IPATr
� I.
4, '%LL BOL-tS SHALL BE 4" DIAMETER ION 13/16" ROUND HOLES,
PREVIOUS _IrT AFTER PLACING N:,XT LIFT,
I S
IN E
,,, - 3 OTI ERWISE N()T['D,
5. ANCHOR t3;,-,LTS ',,',HALI_ CONiPLY WI 'Id AS-IM A307,
13 RFINFCRCED MAi: ONRY VOALL CON5TR:)CTION ': MA BE I`17ECTED I.]), AN
6, WELDING EILE-C-IRCI)DES 51,�LL 5E E - 70 SERIES, LOW H"I'DRO'CEN,
EVINEER OR ARCHIT"CT IN ACCC)PDANICE 417H ACI '3'.
P7EFABFlI0�%TPD INOOD TRUSSES:
14, VIHERE ANCHOR 3,lr7S ARE, SET IN IOASONRY 'NALL, FILL DLO"K Crrlls
INI�-A GR�)LJ7 l� 0n Sr C00SF, ONE r0,jRSF AD(,,lE AND 1*0 COURS-
1 70 BE DE,'SIGNED AND NIi',NUFAClu!7,ED IN ACCOPI)AINCE WITH THE
E�E!.OW ANCHC1,1 ELEVATION,
FLORIDA BUILDING C"DDE, THE TRUSS PLATE I!,ISTITUTE AND
A P C,'I 11 7. ECTUr'AI_-STRI,ICTURAI DRAAllhGS, S1113MIT 9,1OF 05,AWINGS FOR
111, USE Pl ESSURE "CREATED WOOD lIA ",`,'INIACT MITE MASO IRY,
PRIOR TO FABRIC",ATIO"d LOADS Sil, ',,LL BE AS
FOLLOWS:
I I), PROVDE POURED IN PLACE LINTELS OR HEADERS OVER "LL MASI"'I'lRY
Ro O l " ICll CHORD: 15 P,S,F, BOTTOvl CHORD: 10 P.S,F.
01E"[JINGS NO FLUSH 114TH STRU'"TURAL. F;AME
oi N r U P L I FT SEE ROOT [ RAMING PLAN
17, REINFORCING, SFUCES TO RE 46 DAIR DIAMETi!.RS
LJ01ER:
TO BE SOUTHERN FIIE NO -1 OR BETTER,,
WCDOD LOAC `bALL PARTMON
'XIS STUDS (,5) le,"O,C. WITH BLOCKING II WALL
4'-0" 0,C, M FROM TOP AND E:30fTOM, (TYP�CAL
FOR ALL INTER OR (SEAR 1.1,1(a PARTMONS)
`FCVT)E,
A) (2) STUCIS LACH S101:1 OF STUE) 'A'ALL 0:1ENINO
UP T1)
D) Miki-MUM 4 `:,TUDS C) EACH
TRUSS
F> 0
SECTION -WOOD LOAD BEARING WALL
01.5,
13SE'TION 6
CONC'PETE BrAM
5 /B' SEAT PL,, TE W/
S': _
3/4" V,rELDED HEADER
STUDS EV13EIDLD
BSFC'Tl0'4 A
7 LDED TO Sl;-FL BE "\Ivl
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Q STEEL BEAM ON CONC. COLUMN/BEAM
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0017)f'7� Ii'4 ADDITION TO O'AES LISTED ON GENERAL NOTES M17ERIAL.!,�,� IN ADDITION TO ONES LI'YIED ON GENERAll. NOTE
.... . ....... ........
(I) FIRC - 2004 m,rH om Rc.v, STC.EL, f,.,- 60,0,10 PSI - ASTm A 61 GFw)F 60 (U 0,W)
(2) ASCI: 7-02 (21 STR I JC% Al,� K,1,TES. fy- `.1,,000 P51 - A13TM A 36, (U,0 M.)
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OTENNC)
11,03 N 6LCCI,-
CELL.
TIE BEAM DROP OVER ENING
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