|
v
<br />0
<br />Lkwl
<br />T }
<br />ACTION
<br />�- LRE44� LT,' RF:� EPENCEI
<br />PE I�IC AI13�$ AN IN S FEC'ION CONTL iTUS ODIL SIBN-LARD j
<br />4, t u: Saisinic Dzsifna Cstte' i34-` B, , Lt °.D. (T€?G.' i 7°}5.I±3 PI
<br />i. f l a Il>itlaa=_I steel Qi lig ,lit -frame oil,,ttlicti i —
<br />- - -
<br />I ail �ILEllI' of eleiiients ofin 3i11 ,5illdlfilrce of sei_n kforce � g
<br />P ,
<br />� tiltitl �'it�na. _x
<br />1 ScP`e�i' t E 1fi li t)1eP} . E l [,7 =lzaat3tl £tll<1 dJt her I i t D11tla
<br />.. of conEpoueiits viitll.ili tile inaa*i3 i11tlf,orce of 3elsmlds••1f1rce -
<br />le'SlstIng systeri, Ji.tcludliIl:shear val s, $ races, (Iiiapil. ,_ Ills --
<br />a.�tl[,',�aCala #�^;l4aa�:;tl3,tL�� +iaeal;ttl.? �ldia'e'E17.
<br />a. Special 1-, riot Let u1 ed to, ._Lrlk - o ms etl , . b co,^ t
<br />I. x 11E I1utLi�..-.._[es'1�*�IST11tsIn..��Sl�:�°�.`ii�..'s,._2-i�,..�,,Cklcti�Yt%1;:.;,��€.�,a.a�=.Eli'
<br />,drag Stl-Ltt) ,ri,1 hold-domis v.,here eitherolt"the tbllowit? appl,:
<br />1) Tile rheathill:Q as 'i ptsu1n, board oL iNbeYboar't ..
<br />Ill- s'It athitl i, „ood structur-al lltanelo st el sheets a«tfl 0111', olie skle o the shear walL siiea. paaiielot
<br />_.... diapll <-,tu a se-Mblire and the fastener p dill: 07 the i;.heatillf3 is alorethaa 4 inches oil cel":.=er
<br />TRI-T'TURAL S°T
<br />�k,.5�t 3i, 1` ectl_an� Y3fltl li:5t?'LEf.Sti,.itYt e t�"it1l� GI stllictL€1�i1._t��.l �lc.t I_I:CS �i %14iLlla3 a S I"I.Lc T'�'x ?aiPll `ti:i t" T''%� f �� tt �';�' is
<br />accoi i anewe xill the t ual,iy as s1 fanc'e 3 sspection requileitlents of AISC 360---
<br />RECALL SPEECFAT. r— SPTC`I'IONS AND TEST OF C(TNOR VE.CO N 1_,; TR T TC-na NN
<br />€ ONTINCOF.S
<br />P IODIC °
<br />TI CELa
<br />TYPE
<br />—
<br />i III C IZUER `NCE
<br />_, ,P
<br />E '�_ EI< ILO ...
<br />, S
<br />:. _=r,
<br />IN:� I O �_ I��C _ �
<br />T �'sD_=FPP)
<br />1. 111.3pv+_,. [,n Ix_leISI£t>rcL1g steel. Jctati..t�a,., t}se..t$s:,,o-fi$g f,:r2Eloil s,
<br />;.
<br />��,1.71_, i1?. a $,��,2,
<br />:
<br />a.n._
<br />rt-
<br />I4
<br />x
<br />€,
<br />3 1(),�,,I
<br />. .[L tet,3'( viehudabilitv 4 ifs ot14_1 th—wi STs i l ,'i 06.
<br />x
<br />', lvl7S D.I.4
<br />tJ. Ili spect sitigl -piss fillet weld:, f_Sa-x 1iltln /16", and
<br />'i
<br />` CI 318:26.6A
<br />e.it- pest allotile.
<br />, ItiIaectioI= oi aticlaoti cast i! cc117a1ete.
<br />x
<br />ACI 318o 17.8,2
<br />4° Ill spect iI1.hois po,t iii tialitd is hardened co.ucrete me fibers.
<br />--�
<br />i
<br />aiiell l:� >iist I ,I ill li�tl titlitall ,'ng,��al`€?1
<br />ACI 3'_�: 1 .� 2.4
<br />_
<br />u1eliled orlelitations to resit su tuitlec tell,il
<br />oll oad
<br />. ry
<br />s €
<br />tx €, !` t tiff �a
<br />a. �I�imlaaaiyt._;i1 �X_l sill.__ alma £a�,ll�s_, e r.Tlcl ��.� _ at tleizle � it , is
<br />x � , l 4.
<br />r�
<br />�. ..
<br />ACT t ,
<br />_1 _I ,_�. I.,.at.a
<br />_
<br />.}. eL tar lil.:w :tis _ Lii r`=e�Ii3ue_1. <"?.77ai nY . --
<br />ACI 318: ? hi i p, 26.4. 3, 1
<br />1904.1, 1 04.2,,
<br />-
<br />26.4.4
<br />� 190S 2, 1 tar�.3
<br />_
<br />}, lv6artaI concrete P he eill e 11 t, fait) ricate `1) e c 11i'le1Is 1,or _tre1_,_t11 test
<br />ASMNI CI 72 AS €� j
<br />tI
<br />i ssr { a" t ,�t -
<br />P test,f
<br />... .x.e ,�lX1r.l_ ai�s �_� _ i7
<br />. _t i_ia. 3b let_..}a_aatl.lk,
<br />_
<br />m
<br />C
<br />I
<br />� k
<br />i t
<br />rift-lleCollc ete.
<br />26.12
<br />7. 1-l: 11�st1t7il o£ couciete ud shoterete p � lacen_eat for prisF r1'rIt
<br />application tecllf iques , -
<br />j
<br />.6, _9088 t-
<br />- ,
<br />1908.8
<br />g Verify 111a1-itenaiicY ofspt:cifiel. cal 1T g €ei niperature Tlie_ �
<br />-
<br />"�
<br />�
<br />1908,9
<br />REQT_TMFD SPEC.LAL.INS PEC'TIONS r5`:�'SD TES IS OFSOR, S
<br />'TYPE 0NTEN OUS P�ODI�_'
<br />_ _�INSEC TIO` S INS PE _;TIO_ti=
<br />1 .
<br />achieve the design 1 eav� ig capacity.
<br />nv
<br />_
<br />2 Tver&y e-xc;--tvationts ate extelailedto prop,„rdeptli all 11;4v"e - - -
<br />�am
<br />3 peef fin Classification aad testii1'�?; -,- :cC`,Eta;pacted 1i1'11i.ateri<;1s. x_
<br />4. `.'crib use ofpiopeI iriatLr?als, deilsIies and Eft t1ik aesses
<br />ftr?f t p] 9' ?ul,_li alnd2 couipactiou ofconipaacteC lakl
<br />"a, Is}51;a1't� l}I,�'E�efl?e1`2$ vat t:t?l2'ipc'c%t�� liJ1, 111 :Lies t 11t1;kls`i;1e £it_.E '?'7`'
<br />Xy
<br />thast. gite lias beet1 €}lets a•e<d g: ro erly:
<br />'WOOD
<br />Fria' II`I cI F�Iiiasttt° Cat cir' €° B, C. or DD fartCis t3i3aiaic D•tsign Category C, D, I, or F: (IBC I705.I1..I, 1705.12.2 j
<br />1. FieIl G111:s1"- o f eleIaleIIt5 01111ait1 `,vitI(1fo fc,e x sistt£1 s r"iteIil0r y
<br />asn125,,. 2o>,.-«s ..'v-1 L'kt.ttli S} ?t4ili,
<br />2. _"vtai?tll l••_oIt,lli4iicho6yii:,' lid cl 1,Tl?a fast',eiiii-i rsf'coiiipoiieiits
<br />vathitl the 11 ail',hfildforceor,tierlllidorce F alst iT ,a j Ste1'i,
<br />it" cIII dill s,, w'`iCtt:;4llveal- wulh, d iaphingtti;:3.. {tla,.:si3`uts, &}t`ic es. a1i ,<<
<br />hold-d ,ku ,
<br />a, re X.i_,1 iSI:=>` asa Cin`J:kl is f1CRt i`eC'ii .4"�.I 1€3 s'�v;+.t L. €:I?�:tE'`kx 7.ti.. 'z }.f s. cgi' 'k211a,lS cli€g d'_P11.'3}z:,,� t if., t t, 9..
<br />p j .... I plat a,zai_u,, , iC_.i,llip,
<br />tiaaLll.,.,. rst lltim, <ifi_Ii:}11iiw <„'aC, nt{tel x«'St..4z111to fttl,,si Cfat.2l��ltetts.~~ d)i tf3 s_aCf,ai3 .�"7il�Iit?I`(_r` UI.
<br />j e- .. ;
<br />�. + - Y , z
<br />Y`e`31st?e a; ., , .t>ena, a.here i1�e x,tStet,e% `~p7+=13g c`)Z ttl � s,Exe2Tl31#1.,� L'< i?tt?te t,.ieit2 '-I sal.
<br />tail c :Miter,
<br />REQI�I3 SPEC.LAL F'SPECTIONS OF
<br />- AN'D EL-EC"IMICAL CO,,IPO FLATS
<br />1 or Seismic Design Category C, I13 E, or F: (IBC 1705J2.6)
<br />L. Ali choi-,me of electlica I equip"lleil't forei-I-Ierg� ellc"r ,tic`s stc`aS1`_aSI F
<br />h t_ -11a oil ud Pnchor Agee x.I'pipiiig tesYas cles7gued to c arly
<br />_-
<br />lla__Xs'c.eLis nlaatelaaIs and then a-3sociated r'1,mcha ,icfunits.
<br />?. Installation and anchoriao:e 1%L duc,'tvio-k designed to i'lat'd{f - ._ - .....
<br />lttazald ou,-, na£ater tls. s
<br />4 tf2=`s."t:allation alitlf?tichera'ge of t11s:rut_oll i3f_sl`itioll.'_; _tells `.dtral ere �` -_- .._. -..... _...- _. _......
<br />the coi13truclioii do _ -neni require a tiotu ti ai cle-malice tiff 1/4 -a,_ x
<br />iacli or less be vveen rlie eq.111rdiflefrt support ;ialne lld restrailit.
<br />For Seismic Dena-tt C ateg riv Eon F.
<br />1tl�lldi_z.ntllet et w*II"alr}t€ €al.fane, __
<br />sj t;xl ttlSpectli'7t�1 Le: tll3`=� PE:'f:}grar1tNote'
<br />I. 'Tile g7ec a"al lls:spc'ct `t :>1'ia111. t) ell alLtleri ,pet,;.f711'¢r"tack 4}la..11 �aelt:i�z±2statate c:€.t3i2I?:t�:i2�,a .%3 the sati-.tiactifltl of tliu BrlMtit)g Ofsi,.ki for the type -,..
<br />d., L 3i_>y>.. ,4£ags ?'ll... ,.q�7ttt¢c•,-1.'vrf .:?,.€L.Filt.itl.-e .�,a spre-col,,structioil ine.eta�..it 1_tl€.,.4O>tta3,=e}tlas Agexry to 4PLlew.-t...
<br />3
<br />sp��C n 411"p -trod prognull.
<br />. Duties ixltll ,I7 a1127 i Uc xE i#'#val t , but aft- iio 3tunite;:I to:
<br />r" O >enve the wi}11: fiar collf"o?illpace i;itli the ipp,t ,'e,l l?eI'fl? t plzn jai spQcitic l2,€}n , Di ere enci s, ,I a]I be l�lcsrflght to the aite:3 dot ofthe
<br />_ 1 _
<br />C olluiactor"or" wonectiollt ] ?incot recta,_t,then to tiie aattentioil O ,
<br />I, Issue n,Ue=tlfn Re}J'tts foreach St1spextion tothe _£ilt„q_c o3�chlEect, �s,efay,1, and Building ffa.3cx%,�tfli'31n TG. The tepe_iti shall
<br />t>fe
<br />°'. _li e ;i _>o�r�1 2_;x l�s�srag;s,t.,1l'it3.,22I1t=311f�,i, E,..L3ri �4c)it3 � ,:11�,Tll�f t13.. S;=(}lt� �t s � , �. � .. CSI: t.,:sc, .. t: o�Ct 3 .� e� •_i � :. r .,• -.
<br />I 1 i _ w_E=ti£Llx .>j7�+��1Ia31_IJ,_C�3_,t ,;_,_ >tl~5,_�z._�_., l.zetl_i t,lw 3b,)Is.5.1
<br />.coin le-terl _�i ytlufoiwauce -with the approved -Luis and1,s ecni :atitinl? and e `l' - ; in 3 ".'a �,.i`-s = r ,: 7 . -le
<br />i _ l P t- 1} _ f irW�ilAl n_pe .�s_ef�� �iar� lty �d�_It,_111ftarlcG .��1_ crti� �alip.�� )1,��
<br />{sglSia83i'33t1) rrcivi' otisc)ftheapplicablei,JdQ;'trrsalldarcl,
<br />-'I" p�< i a1 ti1sl}a atlt}iI� .41,! TeSIf.3 Y' a-iatll'�I19.`-.sita fil:vl}}� vaCai�,t�"ra tfJ <sll S)lsl �ml C1v �1t;13.`Ll a�d..,.all5ts3le_aa s.,,� . _._. _
<br />-....
<br />t l t11 ik 7t1c1F _Yit 11C_«te t _ t}flax_ 1 2 Ice to Clio Btiildi11g, O flcial ,t ath-i`g that A-oni was i®Cmpietetl m £1c°° cGreanc+ ,viol tile aipplloved
<br />coitstLa3rsnwi docunieslts.
<br />BEDLAM LVL WOOD MEMBERS:
<br />2.0E BEDLAM LVL MEMBERS AS MANUFACTURED BY REDBUILT AND FABRICATED IN
<br />ACCORDANCE WITH THE ICC REPORT ESR-2993. THE MICROLLAM MEMBERS SUPPLIED SHALL
<br />PROVIDE STRESSES THAT MEET OR EXCEED THE FOLLOWING:
<br />BENDING Fb = 2900 psi
<br />HORIZONTAL SHEAR, Fv = 285 psi
<br />COMPRESSION PERPENDICULAR TO GRAIN
<br />PARALLEL TO GLUE LINE, Fe = 750 psi
<br />COMPRESSION PARALLEL TO GRAIN, Fe = 2635 psi
<br />TENSION PARALLEL TO GRAIN, Ft = 1660 psi
<br />MODULUS OF ELASTICITY, E = 2000 ksi
<br />STATEMENT OF SPECIAL INSPECTIONS:
<br />SPECIAL INSPECTIONS SHALL BE PERFORMED AS OUTLINED IN THE STRUCTURAL NOTES.
<br />TESTING SHALL BE IN ACCORDANCE WITH THE SPECIAL INSPECTION SECTION OUTLINED ON
<br />THIS DRAWING SHEET. A SEPARATE STATEMENT OF SPECIAL INSPECTIONS AS REQUIRED PER
<br />IBC SECTION 1705 SHALL BE PROVIDED BY OTHERS FOR ALL MATERIALS, SYSTEMS,
<br />COMPONENTS AND WORD NOT INCLUDED IN THE STRUCTURAL DRAWINGS.
<br />SPECIAL INSPECTION FOR SEISMIC RESISTANCE:
<br />SPECIAL INSPECTION FOR SEISMIC RESISTANCE IS REQUIRED FOR THE FOLLOWING
<br />COMPONENTS AND SYSTEMS:
<br />1) FLOOR DIAPHRAGM
<br />2) SHEAR WALLS
<br />3) HOLD-DOWNS
<br />4) FOUNDATION REINFORCING
<br />CONTRACTORS RESPONSIBILITY (IBC SECTION I704.4)_
<br />THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN' WIND OR SEISMIC
<br />FORCE DESISTING SYSTEM DESIGNATED SEISMIC SYSTEM OR WIND/SEISMIC RESISTING
<br />COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A
<br />WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER
<br />PRIOR TO COMMENCEMENT OF WORD ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S
<br />STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING:
<br />I. ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN
<br />THE STATEMENT OF SPECIAL INSPECTIONS;
<br />2. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE
<br />WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL;
<br />3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION,
<br />THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS; AND
<br />4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL
<br />AND THEIR POSITION(S) IN THE ORGANIZATION,
<br />SPECIAL INSPECTION'S:
<br />SPECIAL INSPECTIONS PER IBC SECTION 1705. A COPY OF ALL INSPECTION REPORTS AND
<br />TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING
<br />DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE
<br />TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING
<br />AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL
<br />BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING
<br />DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT
<br />CONSTITUTE AN OFFICIAL INSPECTION.
<br />SEE SPECIAL INSPECTION FREQUENCY TABLE ON THIS SHEET FOR BOTH ON SITE
<br />CONSTRUCTION AND OFF SITE FABRICATION.
<br />SHOP DRAWINGS:
<br />SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND
<br />STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS CONSISTING
<br />OF REPRODUCTIONS OR COPIES OF ANY PORTIONS OF THE STRUCTURAL DRAWINGS WILL
<br />NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY THE STRUCTURAL ENGINEER AS
<br />SUCH.
<br />1) REINFORCING STEEL
<br />a)structural concrete elements i.e, beams, walls, col, rtgs, etc.
<br />2) STRUCTURAL STEEL ITEMS
<br />THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY
<br />VERIFICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE
<br />CONTRACTOR AND ARE NOT GUARANTEED BY THE ENGINEER OF RECORD.
<br />SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE
<br />STRUCTURAL DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR
<br />TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST
<br />STRUCTURAL DRAWINGS.
<br />SPECIAL. CONDITIONS:
<br />THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING
<br />CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND
<br />GUY
<br />ING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL
<br />CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD.
<br />OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL
<br />DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND
<br />WALL FINISHES, ETC.
<br />MECHANICAL, FIRE PROTECTION AND ELECTRICAL SYSTEMS:
<br />IT SHALL BE THE GENERAL CONTRACTOR AND/OR SUB -CONTRACTOR'S RESPONSIBILITY TO
<br />PROVIDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR
<br />SCOPE OF WORK. THIS SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW
<br />AND MODIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION
<br />DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED BY THEIR
<br />SYSTEM.
<br />GENERAL NOTES
<br />CODE. INTERNATIONAL BUILDING CODE, 2018 EDITION
<br />BUILDING RISK CATEGORY =11
<br />LIVE LOADS:
<br />UNIFORM LOADS:
<br />LOCATION LIVE LOAD REDUCIBLE
<br />MECHANICAL, PLATFORM 30 PSF NO
<br />WIND DESIGN INFORMATION:
<br />WIND LOADS ON THE MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) WAS DETERMINED
<br />USING THE ENVELOPE PROCEDURE,
<br />WIND SPEED V It — 100 MPH V sd — 78 MPH
<br />EXPOSURE "B" LOO I"Zt =1.00
<br />SEISMIC DESIGN INFORMATION:
<br />SS = 138.$% SDS = 0925
<br />SI = 49.3% SDI = 0.594
<br />SITE SOIL CLASS = D
<br />SEISMIC DESIGN CATEGORY = D
<br />MECHANICAL PLATFORM - R=6.5, Ic=3.0, Cs=0.142
<br />MECHANICAL EQUIPMENT ON PLATFORM - ap=2.5, Rp-6.0, Ip=LO
<br />MECHANICAL EQUIPMENT ON SLAB - ap=2.5, Rp-2.5, Ip=LO
<br />FOUNDATIONS:
<br />SOB., BEARING CAPACITY ASSUMED TO BE 3000 PSF PER ORIGINAL STRUCTURAL DRAWINGS
<br />DATED JULY 7, 2016.. SOILS ENGINEER TO VERIFY IN FIELD. ALL FOOTINGS SHALL BEAR ON
<br />UNDISTURBED EARTH OR SOIL COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D-1557.
<br />ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENTGRADE.
<br />CONCRETE,
<br />ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF
<br />APPROXIMATELY 145 POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL BE
<br />AS FOLLOWS:
<br />EXPOSURE MAX W/C AIR
<br />CONSTRU'C'TION F'c CLASS RATIO CONTENT
<br />ALL CONCRETE 3,500 PSI FO, SO, WO, CO N/A N/A
<br />CONCRETE SUBMITTALS SHALL CONFORM TO ACT 318 CHAPTER 26. MIXING AND PLACING OF
<br />ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318. PROPORTION
<br />OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX,
<br />WITH A MAXIMUM SLUMP OF 5 INCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR
<br />EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS
<br />INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS,
<br />ANCHORAGE TO CONCRETE:
<br />EXPANSION BOLTS INTO CONCRETE SHALL BE SIMPSON STRONG-BOLT2 AS MANUFACTURED
<br />BY SIMPSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND INSTALLATION PER
<br />ICC-ES REPORT ESR-3037.
<br />EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE TO BE
<br />SIMPSON SET-3G EPDXY ADHESIVE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY,
<br />INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-4057.
<br />ANCHOR RODS INTO CONCRETE SHALL BE GRADE 36 MANUFACTURED AND INSTALLED PER
<br />ASTM F1554,
<br />ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE
<br />SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES.
<br />REINFORCING STEEL:
<br />ALL REINFORCEMENT SHALL CONFORM TO ASTM A615. ALL REINFORCING SHALL BE GRADE
<br />60 (Fy = 60,000 psi; Fs = 32,000 psi). LAP CONTINUOUS REINFORCING BARS IN CONCRETE AS
<br />INDICATED BELOW. CORNER BARS (P-7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL
<br />REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD
<br />PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES.
<br />MINIMUM LAP SPLICE LENGTHS FOR CONCRETE
<br />BAR SIZE
<br />Pc=3500
<br />#4
<br />26"
<br />#5
<br />33"
<br />46
<br />.7 0"
<br />�59
<br />47
<br />88"
<br />THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT (UNLESS
<br />SS
<br />INDICATED OTHERWISE ON DRAWINGS):
<br />A) CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO
<br />EARTH............. ................. ................. ............................. __..... 3" EARTH FACE
<br />B) CONCRETE EXPOSED TO EARTH OR WEATHER (CAST IN FORMS)
<br />#6 THROUGH 918 BARS.........................................................2"
<br />#5 BARS & SMALLER..... .................... ......................... ........ k 1/2
<br />C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
<br />SLABS, WALLS & JOIST - #I 1 BAR & SMALLER ... _... ,....... 3/4"
<br />BEAMS & COLUMNS .... ___ ... ................... ___ .............. ,,...... 1-1/2„
<br />STRUCTURAL STEEL:
<br />STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy = 36,000 psi) OR ASTM A992 GRADE 50
<br />(Fy = 50,000 psi). APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS.
<br />WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE IN
<br />ACCORDANCE WITH AWS DLI AND D1.8, AND BY WABO CERTIFIED WELDERS. USE FRESH
<br />E70XX LOW HYDROGEN ELECTRODES.
<br />MISCELLANEOUS STEEL CONNECTORS TO BE SIMPSON, OR APPROVED EQUAL. ATTACH ALL
<br />HOLES AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTHERWISE ON DRAWINGS,
<br />MACHINE BOLTS TO BE A307.
<br />LIGHT GAGE STEEL FRAMING:
<br />ALL GALVANIZED 97,68 AND 54 MIL. STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE
<br />FORMED FROM STEEL THAT CONFORMS TO ASTM A446, GRADE D WITH A MINIMUM YIELD OF
<br />50,000 PSI
<br />ALL GALVANIZED 43 AND 33 MIL. STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE
<br />FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446 GRADE A
<br />WITH A MINIMUM YIELD OF 33,000 PSI.
<br />ALL GALVANIZED STUDS, TRACK, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM
<br />STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM 525.
<br />LUMBER:FRAMING
<br />LUMBER NOT NOTED SHALL
<br />ALL GRADES SHALL CONFORM TO WWPA WESTERN LUMBER GRADING RULES -- 2011
<br />EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH
<br />STANDARD CUT WASHERS EXCEPT AS NOTED FOR ANCHOR BOLTS UNDER STRUCTURAL
<br />STEEL SECTION. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
<br />PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL
<br />LUMBER.
<br />WOOD SHEATHING:
<br />FLOOR SHEATHING .... 23/32 APA RATED STURD-1-FLOOR, T &z G PLYWOOD W/ EXTERIOR
<br />GLUE...,.INDEX 48/24 OR APA APPROVED EQUAL
<br />ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-09. ALL O.S.B. SHALL
<br />CONFORM TO U.S. PRODUCT STANDARD PS 2-18. ATTACHMENT SHALL BE AS INDICATED ON
<br />PLAN
<br />(GENERAL NOTES CONTINUED ABOVE LEFT)
<br />
|