HomeMy WebLinkAboutB14-0274_BF8_1411498740.pdf GENLRAL NOTECONC . CONTID FASTENER CONNECTORS E IGISI Ci,.IT KiA ANNCTATI0N 0 OF 16,
DETAILS. I . WOOD CONECTI NS SHALL ONTO .11 TO I CODESAND T+ NDA D USED Ifs C E C II - A I V I AT I ON
5 4 ,0404411f.
1 . THESE NOTES SUPPLEMENT ANY PROJECT 2000 FASTENING SChI EDL)LE 2304.S . I . NAILS
A. ALL EXPOSE CORNERS SHALL iL A'v rlo+ L Lr r,+k >+ r,,r n �vr ,L
Tri
SPECIFICATIONS.N5, WHIC I SHALL 1 REFERRED �4 1 TO Wit, { F�� SHALL i COMMON WIRE NAILS (KING 11 [ 1 E1 A. ip TER IATI NAL CODES (] If } 0 1 ALT ALTCF,NATE MIN MF MLM
CHAMFERED , U .N AI-IJM} ALUMINUM h41 C MF CI,FANCOI,=x
id
TO FCR ADDITIONAL i I L REC UJR F IEC lTS. FORROOF ANDLOOR). D. ASCE; 7_ I C APr'RO /'PROXIMATE rvINi=r rAANUr iLiRrR
lf5- ANCHOR.t'1C7R DOLTS .FOR. ALL EQUIPMENT J iVli:I 1T ma m
. LAG SCREWSSHALL BE STARTED BY WRENCH . NOT AKCI"F AKC,rlI ITC'• O+ M I L IvlC''A1.
C . ACI 1 - i I
SMALL DE SET DY TEI MPLATE. P..-CL711LC: LE AL
2 . LOBATE EXISTING 1{ UTILITIES AND NOTIFY Ti>=l BEFORE E PLA If I ANY' V ETE ALL
HAMMER. SOAPSCREWS F i f OF 1C 15TALEw. D. I i TH EDITI N NNORT
itii
ENGINEER 1rEC* OF EXIST/NIG TILlTlES ORCPROVIDE LEAD * CLEARANCE H Lt5 POR LAGS I L MAI Apicr• r OOP ft NUI irirw;
SUB f AD CONDITIONS. D `ti/ 5 SHALL [ E CHECKED i Y E. NDS O ! I L”v1 r � NM NON-tea AL t
C�Oi ITRAC TOR TO DETERMINE 1 THAT
(Dye R., DIA. CLEARANCE HOLES SHALL MATCH THE 2 . EiSM?C LOADS
BC> BOTTOM Or h03 Nr.A.R furor r)
ANCHOR 130LT5, EI Sf�DC E[
SHANK. 01A. DO NOT SPLIT WOOD MIv1DFRS- EE SEISMIC DESIGN PARAMETERS DELOW, Ls.0 -, 0.0r roM or , rr`i L N{7P.-�,r-rl.IN
DO3 . NOT PLACE HOLES OR, NOT I-IES Iii 3 . METAL ATTACHMENTS FOR 1=RACv1IN SHALL DE DKr-, 1:sCaKIrIC; r�I :s N{ FZTii �c3 ;c3 �r , '.° lao) se*
STRUCTURAL OCv1PO lENTS THAT ARE NOT STEEL,FIP#N CONDUITS, ELECTRICALWIND LOADS
5 157BETWEEN r,iT} 1,11DTTO ',e-AIe
AS MANUFACTURED DY SIMPSON STRONG STRUCTURE CATEGORY:
INDICATED ON THE FOLLOWING DRAWINGS GROUNDING WIRES. ANDVENTILATION c crNrv*.Qr Cr,NrL* (acJ ON L:tFOL 09/23/14
8L ? I OUTS ARE PROPERLY IC INSTALLED_ TIE. FILL ALL CONNECTOR. FASTENER HOLES IN WIND IMPORTANCE FACTOR: f . c:ir. c_ntil -Ihl-> .c:� c D OUT Tf-iIDE ' MAME-I EI
WITH OUT APPROVAL SUBMIT PROPOSED . i c.-crarr=l .. Fr.ri- OF OP)rw�Ir r rr�cr
I ANCHOR DOLTS FOR STEEL FRAMES SHALL BE
CONFORMANCE WITH THE MANLIF. SPECS. BASIC WIND SPEED CLIP rranrLrrr ,IOrdr rxI , CSI't MAC
HOLE LOCATIONS FOR REVIEW_ ASTM F I 554CR [ E C V` 1 HEAVY H NUT -4. POWDER ACTUATED FASTENERS SHALL BE DS/EDS (3 - S1fCONi GUST WIND SPEED): C MPH i'eNt�KA Il'iON OFF orrc : �1c
NE
FASTENERS AS MANUFACTURED DY HILT! R EXPOSURE CATEGORY: 1cCIEAR I'z Pb;r.;,.�IffNGINffERS LLC
-
4 . THE STRUCTURAL DRAWINGS REPRESENT FINAL l SrERS (ASTM A5G3) AND HARDENED COL COLUMN F'EN I'LN4.1NAT
IONAPPEE EQUAL. . NOW LOADS PERP PERPE CACIJL
AM
CONDITIONS C L . THE - UCTU l5WASHERS (GRADE A, ASTM F Or �
FLAT ROOF SNOWCOAD: C PSI~ CONN CONNECT ION PaAi-
C ESICC IED TO FUNCTION AS UNIT UPON I C ROUGHEN r1EN ALL CONTACT T URF E BETWEEN
1 . r r cor4.rr,i'c7rO I•Lr r'OLP M �s P'ra: Llr l< L o1'
DRILLED D IN ANCHORDOLTS iii! CONCRETE AND SNOW EXPOSURE FACTOR. C : I CONT CON1 a IµF'I`C`Aes r�RrrAl CATED
COMPLETION. ThIE E CONTRACTOR SHALL WALLS AND1"OOTI NGS TO " AMPLITUDE. c cx RD ({]C)rtLz'.NA-r.7._. r F T> >_
C EFOXY D /LS OR BOLTS a I LL BE FASTENED 11 MASONRY SHALL C IwADHESIVE RESIN JI3 lel r1C SLOPE P, , T F J ori rftl,r;rrorw ,1(:)pNT I sr r"ol_1uta23 ,�r.z cbtu.cww
ADD ALL ERECTION FRAMING_ TYPE r-FY- 1 50 AS MANUF. DY HILTI OR APPROVED - mon s.Ilclrn areas: J .0 crl. CrNrti. P-001
SIMPSON ON SET XP OR APPROVED EQUAL PEIF.-,5F rDL.Ima5 Pzlz, ;`a.QL.PA RE
EQUAL. THERMAL FACTOR, t: I .0 DBI. c'oiiBILE INCHAlii., 11/111.1 .
5 . THE STRUCTURE DEFINED IN THE STRUCTURAL MANJUF. SPECIFICATIONS- USE SII .r1PSO l AT G, FASTENERS ANDCONNECTOR iN CONTACT WiTH SNOW LOAD IMPORTANCE FACTOR : I .0 is OR DIANA 2-i fl' I'I I� IN'k
DWGS HAS SEENDESIGNED ONLY FOR, EPDXY FOR. COLD +IEATHEFAPPLICATIONS. PRPRESERVATIVE TREATED WOOD AND FIRE SNOW DENSITY;ITY; PCF r-,IM DMfN5ION r - QIJAN-:"rIr
I
MIX DESIGNS SHALL ISE OF i IiTTED TO THE IE :-)L t) AL> LOAD %N/A<7
LOADS ANTIC IPATEC ON THE STRUCTURE TURF RETARDANT i ANT W OD SHALL 1'3E OF HOT DIPPED ZINC SNOW 1 R[ETiNC PER ASCE - f SEC - E� 1. ,7WN Kt3,0oK. K Iti.AIr>Iut.
DURING ITS SERVICE E LIFE. THE CONTRACTOR ENGINEER N APPROVED PRIOR T USE,
COATED GALV. STEEL OR APPROVED EQUAL. THE SLIDING NO PER. ASCE 7- i 0 SECnr u- ) orrAakc ) RC, k RcRC F rn;CC-. Te
SHALL PROVIDE ALL REQUIRED ENGINEERING INDICATE SLUMP IN THE DESIGN . COATING WT. SHALL DE IN THE MINIMUM OF ASTM ca c.c ,, vK..a (Nc:c4+> r:rltar Kr ErI�0 CZ-(0)(1Nc,)cr,ir r)
AND OTHER MEASURES F E TO ACHIEVE THE ICONTRACTORSHALL CHECK SLUMP I~' iN THE5 . LIVE LOADS .c; DOWEL(S) reg k 1U N
A TYP I OR IN ACCORDANCE RD NC}E WITH Tf-iL - NON VEHICULAR PAVER AREAS: 40ISI acc 0 P_I'C)LJIR.D
MEANS, METHODS, ANDSEQUENCES IC IE or FIELD, SLUMP SHALL BE WITH iN -I- 1 '' AND -2" OFRFC r RF Ln iFN1
T
TREATEDTREATED WOOD OR. CONNf CT R MANLJF. - VEHICULAi PAVER AREAS- 50 FSF L z rug rAGwi M LNG) RwC L'G�I c I�rr IrVs
ORI . SL CH ENGINEERING MAYINCLUDE, BUT SPEC iFIEI MIXDESIGN SLUMP. RE M ISI DA.TiON - OR CORT ES+PONDING ,OCCP # POiNT LOATH. Eri'A(:Ilrac;e
c-i f NL31c}N JOIN )TT' I �'# RJC�1'IJRAL CONSULTANTS
NOT LIMITED TO: 15 . MAX WATER/CEMENT RATIO: 0.45 - ANCHORDOLTS IN WOOD PLATES SHALL BE ASTM
- LAYOUT. f , DO NOT ADD WATERIN THE FIELD UNLESS DEAD LOADS rLR rLty .�'rexv r▪ Lv C1i'k
of " EMBED rvnDCDDCD *sC1 ;';LIF' C II ICAL
DELIVER:-T- TICI E�! STATES 'WATER ITR V`ti/ITi-1-I--IELi `C` A TYP MIN EMBEDMENT) SPACED AT 4 O.C. - ST IE TE BLOCK! G5 # PER. UNIT, >*Ivr,Iz ENGINEERKcal Ilc kxr.C.c ) --
- DESIGN FOR. FORMWORK, SHORING, ANDU .N.O. B. 'FOUNDFOUNDATION Fra rt LJAL OR, rC UALLY .3i ;.,IIvi..,.7Ojri .,i)1V (AQ506 N . I-i` L IID PANIC DR.
RESHORI I IG. PLANT`. SUBMIT SUCH TICKETS T f If IE R. 1� to :�r LOU LLr r'ACCv arc {arc•IION
RiECORD. - ALS f RNATE C ON II C RS ND FASTENERSMAY SE - E I E H : NONE y HE IME DWG >=c L,uF a< LJIr'rviCu'r 1rv1 I ILK GL_ENWOOD SPRIN S
- DESIGN F M ETE MIXES. USED AFTER. PP V L DY OUR. OFFICE. CHANGE IN F,� tACr" :�Ir)F ��1 h ;�Hog N1 Lr f rinrl AL
RELEASE r r ivn WAY ��>v ▪rLexr:r Lr 6, rrtrlcAL COLORADO 5 i GO I
- ERECTION PROCEDURES WHICH ADDRESS SCOPE AND MODIFICATION FEES MAY APPLY. - W 1 >tPDl 5P- PAC;r( 3
- REPORT:: l 1IP, ..xr:,T FxI 5TIN[w :3#' A :,PA Al970-3 -890
STABILITY DURING CONSTRUCTION . � I� ATI Ill S . TH1 EADED RODS SHALL BE F i 5 54 GR. G, U . N U . N .O. - DATE: N/A exa, rx 'AN NON �31'rC .r}I't'Clf'rCArkoN
WELD PROCEDUR lr _ I 0_WHERF SPECIFIED, A307 RODS SHALL DE GRADE mrc1l Ic r r 5TAINxr5ti rnk Baca c .,.ah0.Q.corn
MAXMA ASSUMED ERG: J C P5P r,)P =TAIh1I F, .7�F{L
- DESIGN Or TEMP OF ARY DR ACING- B WITH A5G3 HEX NUTS AND 7844 WASHERS. FAA FAMRICA art, }rANL)AI k3
- SURVEYINGTOVERJ>�=`k' CONSTRUCTION - Ems- LST- FLUID PRESSURE: 5 I� WEBSITE:
f ALL S SHALL 1C E PLACED ON FIR1'r riNI I pc�I 51Y1` 5Tsrrtn,tr
I .BOLTEDCSR LAGGED CONNECTIONS 5 I NTO WOOD - 014P. OF FRICTION :l : } rr �L#�II riC rLCX-3.1‘. 5TH 5TFF_k TY1}7 nGarriCCrITIo_ I rrlerltfX. 0rin
TOLERANCES. NATURAL, UNDISTURBED RPEI SOIL COMPACTED MEMBERS SHALL INCLUDE DE SC HEAVY HEXNUTSrlry rL I �irl{cl7] ..:5 1g.L uc,ul4.,E
- MIN RECD. CONC. STRENGTH : 3.500 P. I
rue:, rL r,or :,,an LA, •AlvLI KICAL
- EVALUATION OF TEMPORARY LOADS ON TESTED BACK. FILL WITH PRIOR APPROVAL OF THE AND r4-se WASHERS ( i ,r- " 0, D. MIN). - FROST: 48 TND fOUNDaTICM1 fi TORI V TI BY
STRUCTURE DUE TO EQUIPMENT AND GEOTECHNICAL ENGINEER. I 2. WHERE SPECIFICATION CALLS FOR "DOLT" DO NOT - PASSIVE PRESSURE RESISTANCE: , 5 PCP r , rAa:311'i* rf L'+ rL7l' ANL? iiorroN+]
MATERIALS DURIP IG CONSTRUCTION . OC I`1 4 1 i SHALL PROTECT T>=tel EXCAVATION 11D1-.-1rc c r OK-rLLT 1F1 TI1]c�I car aryl acr c;a Fff ff F-1-1 J
SUPPORT FOR STI-'llW1 LADS NOT SIJE�STITUTE Voll TFfF�EADED ROD. rTc� rc3c�Tlr�c; Tkle� T,r��,r�
- DIRECT SITE DRAINAGE TO AVOID DETERIORATION ry FIF:1. vf:Ri ry. rI roorxl LOA;
IDENTIFIED ON DESIGN DRAWINGS. OF SUBSTRATES PRIOR TO FOUNDATION 'A CAuc:r TOC TL>PU{` c:rNrICT>'
PLACEMENT. FOOTINGS SHALL BE BELOW THE GALtit ciAL,vANIzEi rr3r1-01,0 rn r-c rtir REr Lcc EP.. DOC-UMF MAN 10 :nklrl�rkr).1".
G
G . NOTIFY STRUCTURAL RAL f NGI NEED OF FROST DEPTH SPECIFIED BY THE GEI TfECH . c.1 LsM Cr+:f,:}r L r TOwi TOF' Of. 2--01EEL Or;,CL[.7.,rr7 VK tA.Ircp. IN Lv-.0Lr- c-}; "N
.B.',-
CONDITIONS 15 NOT CONSTRUCTED PERrr TOP . Vdek3I
PAR'. Irrlc ur w I:r�N cons t r
. REPRESENTATIVE NTATi IE OF THE SOILS ENGINEER •ID IICAO. O?I}O1-Et DOWN ire r�:r r� ;:71)17I7A+1T'r1 :dNFFIC`i, its
CONTRACT DOCUMENTS PRIOR SHOULD OBSERVE ALL FOOTING EXCAVATIONS �r.mv3 rIOKrarE ANci-k m,!,.,run rr rIC. N�rrrk_`3C
'1;JkJL !-lf ltiJlC:}N'iAL TYP Tyr IC.AL
TO PROCEEDING WITH CORRECTIVE WORK.. PRIOR TO CONCRETE PLACEMENT TO EVALUATE •,tea ILi .LI " TF:CF7{.TI1 ALT
*IT i-Erir`,riT L1L r ut i'mA rp-- •
BLARIN CONDiTIONS. PROVIDE FOUNDATION ��� �� L]r cs L,I;Lt �, N[ ItE7
MM
- OISSIONS OR CONFLICTSBETWEEN THE DRAIN AND DEWATEKING ASRECOMMENDED BY5ffl5M IC DES 1 GN LL7 �h7 ;L7e Lrlann ,� cxrllZsyJI jc
Er iN IDE rAC:C
CONTRACT DRAWINGS AWII 1 S N1 R THE SOILS ENGINEER. t INCH Vi-LP211 vr#kriCAL Cle
SPECIFICATIONS SHALL BE BROUGHT TO THE ENcL 5 �'F1 +rc�L'JLL� Ikr�tlr, INrl�Lx
ATTENTION OF THE ENGINEER PRIOR TO Irar f.. IL}!Z
ECTAL I NS ECTI ON -1r lc7ii1" W wi 1711
PROCEEDING CEEDI NGWITH I INVOLVED. � Tri 3 � M TPf Nf T TIO �U .� } 1 � IC- � IF" WI T OK WO DLLI
0 -.1
r ti-� WC W1 .INC-4vlcat
5ITC. C1..A.5 D 1.5.C,"1-A.51-C.-C,'1-A$1-1< 16,0.4.:j. k [7 a C3 I ENC,1-1-1 WI' Woe ri..C3 F.01:1 T
_ OR SEF VATION VISITS TO THE SITE BY THE I . SPECIAL INSPECTIONS SHALL BE PROVIDED PER. R1f7-5K CA'T EGORY J TAr3t.M1 - i 4 I 1 ,5- I Liu LI yr LOAD OK WArr+k L'w,O( NNG
in
STRUCTURAL ENGINEER DOES NOT RELIEVE THE IBC 2005 SECTION 1704e THE LIST BELOW IS A IiviSI I TANicr `acro I _p T E LPS - I I i .5- 1 i.I. I.ON LLC. ly€3k'I2'UNT,4_ tin i~ IDTh IF°E `AUNJL
SU VIM 1 1' OF R>=0 U I RED TESTS. 4:>a P N i= A fOF R v r, fABL . I k.i.v LONG. I c krlCi Tic qI, I I WilpT�I x I scrt;I rr
12e:
CONTRACTORS RESPONSIBILITY FOR TrIE S1-10KT F'Er Ec r >f'c l >= ACC.eLEKATIO f-39. c -4.5 C.T1O 1 1 .4 r L Wr tI rr WrIGHr
MEANS, METHODS, TECy1 1110 UE5 SEQUENCES A. OII J: L1lL vcNC CJKLAXwiIrJ ltt}
15 SECOND 3PONSL ACCELERATION
S J .0081 51=Cfl0N 1 1 .�4. r CraCa=F~ �Iar I C+
.'5 11.1 0
FOR PROCEDURE 0 1;DLJR E OF CONSTRUCTION,CTlOR 1, - DGRADIE AND FILL E 11= ,Tib LI rvli E Ic3N c A1LC t r �r C TAe5LL 1 1 -ct- 1 tit2 MA MAr,R+ L
OR. THE SAFETY PRECAUTIONS AND THE LA DSCAPE BLOCK WALLS AND CAST iN 511E C}C FPFI :CENT F 1 .488 7AF3LP_ 1 1 A- MAX MAXIMUM
PROGRAMS INCIDENT THERETO. PLJ. E CONCRETE FLATWORK OR. FOOTINGS. ltrcorrrIC'~rer4T r-v 2.4 TALE J 1 -4 . iji 0
mAx CCN 31L L.-k H01ti'1 1- QEJAK .'rr1!5 = 1--0 : . 0_°5 t car ry I r --4_ r -
- DO NOT SCALE DRAWINGS. CONTACT ARCH . Nn. coN5IDURZI I 5, C- e. o1La a E 5r„ I = rV X 5 I 0- 1 8G ZQ ATION i I .4-
OR. ENGR REGARDING KEO'D DIMENSIONS- ::ii: l-I AL RE.5PON5L ACC LT<i , ,rroN ods. = 2/3 x 0.33-r EQUATION I J .4 3 �� ��� LS
)F-t R>"= O
TRAI- :FN`iAC
e CEI- C)
RATuN. I QFC,'. viol r = 2j:3 x ,Sr-i I 0- 1 24 EQUATION N I 1 -4-4 0 Ce
PJ-RIOD P RA At TrR i Ct varix T DLF J 2,8-2
G. DO NOT BACKFILL AGAINST WALT , THAT PERIOD PARA/vie1-ER 2 x 0. /15/.8 rAr LE 1 2.2 2
0
EXTEND TO FRAMING SYSTEMS UNTIL FLOOR AF'f'F&cD)<ETv1ATE FUNDAMENTAL f'EF IOU CnEC) -Fa = C': x F1 O. 1 GO TAEI_E 1 2-6-2 _1
OR R F SYSTEMS BRACING AC IN T1-1OSS WALLS S�ISFvI#C~ r FC h�S� FACTOR. 0. 1 I FC 11 TIO I .5-P. :>=cAr of flc>ox or rood 11 athln Se.
s1�hang al OG1 reinc1 note.. . U
CONCRffTff 201 2
ARE IN PLACE,
\\\Nhanr�e� in Ie�,ratlon E9te~ n Ie�,r�I5.
L1('i ``,1 : F'11 I Bra3c in Iiof
Cx � • . • . • :Barin tI lroz
.111 (...) (%-)
1 . ALL CONCRETE SHALL ATTAIN 4 .000 PSI , q- 3 ' Ill v) <
COMPRESSION STRENGTH WITHIN DAYS i : 15 arar+a� wall.
UNLESS NOTED- CONCRETE CRETE PUT UNDER LOAD • k :Non-1 arlrL Il.
PRIOR. TO TF-IL DAY CURE PERIODSHALL 15E iI r CO 0
BREAK TESTED AND VERiFiED DY AN INDEPENDENT II ' '� hi A1. -
t D PARTY TESTiN COMPANY PRIO1 TO THE '`vo. • el, olLsmnI rT, rlt, Z
APPLICATION or LOAD- CONTRACTOR SHALL CO
SUBMIT BREAK TESTS TO ENGINEER OF RECORD. F-1 El *
X
-11Cr _J.<
2 . USE TYPE II PORTLAND CEMENTASTM - C 15
CEMENT (ASTM ;Coiumri from bo e
WITH 5% AiR ENTRAINMENT. CONCRETE (bas'salli
AGGREGATE TO BE NORMAL WEIGHT STONE. :L7tali ailut.
3 . PERFORM ALL CAST - IN - PLACE CONCRETE :SectionaRicLlt, CN
WORK IN ACCORDANCE WITH THE LATEST EDITION :>YRCvatiOrl lnclkcator-
OP "SPECIFICATION FOR STRUCTURAL CONCi >RTE
FOR BUILDINGS," AC1 - 30 I , UNLESS NOTED
L '- xl ;Flvaivlorl of I1rrllevr
OTHERWISE. PROVIDE HOT OR COLD WEATHER_ 1 AFT D >3 f l,l l
PROTECTION PER. ACi - 3051 OK SO P. :,foist., rafter or truss.
DESIGNED 5Y Iv1JD
4.REINFOR.CED STEEL SHALL CONFORM M TO ASTM L I L =Harig.er For jot t, Is .arn, rafter or tru5 .
AG Imo:
DATES :
#3 AND SMALLER. . . .GRADE 40. :Sai~ri r 1.1 ci r- JULY 30, 2014
AND LARGER . . . .GRADE GO. 1m 12, 2014A
: pnc. t`ootlncj Ic cntifi.or'; 5 Scl-1 d.
5 . HORIZONTAL REINFORED STEEL SHALL DE MADE
CONTINUOUS BY LAPPING BARS A MINIMUM OF - -
Concrete ootlnig SCALE7
32 BARS DIAMETERS AT ALL SPL#CE AND
PROVIDED CORNEREARS U-N-O- - FABRICATION
orlc.r, #� 1 Tali REVISION :
AND INSTALLATION Or REINFORCED STEEL SHALL
CONFORM TO AOI - 3 / 5 . : Blopinr Urcc
►
G. PROVIDE ACCESSORIES NECESSARYTO `- : E tc-:nt5 of A &JnEu Ek rncnt. or Ass mbI.
�1EE7 1IT,_4c .
. -
PROPERLY SUPPORT REINF01 CI NG AT THE
POSITION SHOWN O ! THE DOCUMENT,CUMENT, . ; C, lumrl Id rltifi r; Beep Cool D h dul GENERAL NOTES f
7 . CALCIUM CHLORIDE OR, ADMIXTUl S hrl rn rz oeln ion BB E . AND
CONTAINING MORE THAN 0.05% CHLORIDE LEGEND
IONS ORTHIOCYANATES ARE NOT PERI ITTEC - : F`I,eic1 V1l ld 1~flll t 5,I -I
-io : act.ma} vary).
e. DO NOT PLACE PIPES, DUCTS OR CHASES IN --- : CoriGret Shal , on Gra, i STRUCTURAL CONCRETE WITHOUT PRIOR 010
APPROVAL OF THE STRUCTURAL TUf AL ENGI NEER. n : i l l.! ( or- r t rr'Ir s.orlr r unit).
F- ' - iK f re}nce. to Bhevevt Note No. 2 (e_t .)
-; ifiV : Lit-err-.r Wall ElermEnt. ( laterai plan),