20170129 Approved Plan Set 02172017I�.
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ALL ENGINEERING CALLOUTS ON THESE PLANS MUST
BE STRICRY FOLLOWED! KM UT "FIONSI ANY
CII.A4NGESOR MODIFICATIONS LIVSTBEPRrt.APPBQVCD
BY THE ENGINEER OF RECORDI
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P01CHES HOLDOWN FOR SHEARWALL
ABOVE, WE AMR PLAN FOR CA1,11,01ITS.
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Anchor bolts to be located F
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ALL ENGINEERING CALLOUTS ON THESE PLANS MUST
BE STRICRY FOLLOWED! KM UT "FIONSI ANY
CII.A4NGESOR MODIFICATIONS LIVSTBEPRrt.APPBQVCD
BY THE ENGINEER OF RECORDI
In
Anchor bolts to be located F
middle 113 of mudsill �4ELQ� �L�
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ON STRUCf URAL SHEE T S1,
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4^ -aft min, from y I161 �1
�1 "c balhroom tloorR 314.3 4-�,1 I ALL ENGINEERING CALLOUTS ON THESE 1108 MUST
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L p CHANGE S OR MODIFICATIONS UST E 1' ^ PPR01I� "
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CA11OUTS, SEE SHEIsT S1 FOR NOTE$ AND SCHEDULES
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CA11OUTS, SEE SHEIsT S1 FOR NOTE$ AND SCHEDULES
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TYI°ICAL AT ALL 1 XTERIOR
WALLS UNLESS OTHERWISE NOTEW
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111' SPAN Olt LESS - W's C) 24" ox,
OVER IW SPAN TO 124" SPANS - (2) 2x6's m. 24" oxe
OVER 12411 SPAN TO 14' -6" SPANS = (3) W's Ca,124" o,ca
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ALL ENGINEERING CALLOUTS ON THESE PLANS MUST
BE STRICTLY FOLLOWEU! N C XCLPTIQ& ANY
CHANGES OR MODIFICATIONS MST IIE PgUprgMD
BY THE ENGINEER OF RECORD!
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CA SUGAR "S4ALLNOTO STI(uC[U ALNxg
1. Itrueturtll 4N framlAq shall be E2 Uovq•F €r.
Ali hall sAOathinq shall w 14IIV Cog piy+aad, 7/16" ape IWtth 2, CR calWnnAlbeaaolh #oldnrl Abell ba 11 Dwg•rit, CONTRACTOR, OWNER, AND SFAMER ARZ TO
"13 ai lb "n,c,l, pr 4s Palled out hatoA, with HI.er% ), 2ri laftorOldnlsts shall be It Gudglae -fir, lase, dried,
eapoleure glut and Open noted "OR 24 1p" Of hailer, (5/I" TS "ll lend awed in o dry area prior to lnstailation, TKDAOUQHLY PREVIEW THESE DOCUMENTS AND THPIA
,sting Is e4 ArdlpWo oubatltwEtcn Axoapt Nitro 5/8" or 11 Floor ialatslttIMP AhA11 he by Ttuu- joint, horse AELATIOon TO THE ARCRIncon PIANS, I?
thiclAr theAtbinq is spAOiCldAtly Palled out In the eohodoll Colorado, Louisiana I'epaflc, or other approved
hellewp, sheathing may b$ Installed r10"t hawontollly or mahulaeturer• THERE An ANY QUESTIONS, DA DI aSPANCISS
vrrcieally, S, Popf t :uaraA shall ha by a pfe- apprevad wfla wrhr and A90UT THE NOThrS, DETAILS, DA PLAGFS, CDNTACT
conettuotad rtCCOrdlnq to the epeolllcatloee Af the Tull
All, nulls shall be per table holow, hall sifa and $paclnq At Plate Inatltute, Conerectat and Truce Ihnofactoref are THE ENOIND'ER O6' RECOAD AT THOMPSON
ail ansathanq edges atoll be as regultsd to .hear "Wall 4cnedula rasponolble for all htadieq of tilt traeeve 1Ccloding 0Ad
[rata" va11 bxacanq end all other brAaigg between the building ENGINERiRINO (3601 918 -8075,
and the trusses Want Opedlfl0ally ebbw0 dthorviee on
the dtaulogs, Glider trus$#a shall have a m1110am of There tttuctuvdl nolt$ acpplament the drdwlnq$, Any olacreparty
qs! s D aWtrr Instal la th IAnchae hoprin
- , ---... �..nS,..�._....,..1. g etudo equal to QA hum5or of plies of gtrJer found among the drawinga, they. natal, DAI the aue ca nigions
Bd hod _,�•_ 1� 2•lla tfull. All IWee trowl shall hAas 14T tie$ oaolt end Ah411 an topttAd to u,$ Ehgincna, WIIQ 0140 owmt ouch
IUd lay, p,12I ) of titan alai Woluie the n,abor of piloo in troas unless dlacrepAnCy in vrl Linn, Any walk dune by the O*iattor after
1611 alnker i'lli y� 3 :114 othetplee noted In plans at truss packega, discovery of such discrepancy shall ha done at the 4Atrncr,nr"
td Boman 0; Ilk j Gjj' 0, NAnufndtufad bilo*01004 1Pa1/LVIJ shall have the risk, the Contfwtbr Shall vanity Ind aoordtmta the dtsfaelops
IOd ecmwn 9,118 _ _ fullowloq propettieat heal all draafnve grfoa to pr001e1119 With any verk or
�••� _ "T' f.hrlastion, Tea eontfietor is respooallile for all biAcdng and
ro + 1,0 -09 pnip nhoIOI during cmtruCtlon. Alt oaaatri.4163 ohAll cellfOrn to the
ALL ONEARNA1d, PPArNNd LUN86N am NE 0T b000 ^AIR dpsolst ITV " 288 pail Applicable portions of the latest edition of the 1015 n Atioeel
WIR%AX, 10 " UNION pall O lad, u 1nd.Cu1� except Ihore noted,
fret + 640 Pall
L Club Ian inatod balms shall he 21E•V4 for simple alms, Cof"eructlon_Stabllityi
5HG 1fW 0L5 ) and 24111 fy aAjQvwd gy etioperat Warns and have -
too following properties, to doslgn, Odaquasy and lately of btdction hrecteg, shoring
�fylF" asp alleAthlnv Celled with sd tea at 6" an center All Ilb • 2,406 pall 000 All temporary lupporto iG the sell raaponelblllty el the
edges
1110 elf, I1, " "I pall C'gntrdctor, and has not been considered by the 9t9woor of
IO" 1,000,000 psi. Record, The (lantraeter Iliall provide the braclnq necessary to
e7 /16" Ott shoaibing Balled with Od or ion on center all Iral + 839 pall provide stablllty to the stria fro prior to ills Completed
tdgea, Use IT t8111INUN (roamer thictnoeol pwlorlal far 0, Soatlnueus And rnnitlmvored beans Ghd11' not he c4mored, application of file lateral resisting dyMo:m PurlAg
flaelnq menbee Xacetvanq edge nalling from sop tin All other Giii4aninated teams ahull bo tsnaored for aonAtructl04, the Contractor 5htl1 keep lands vows, Cho
vertical panel edger • 110 elf, ^I I 6/400, Sea ftsolno Plana for o0y exceptions, design roof and floor lead limits WICAtod halow,
0. ShoathIng at cmla and floor $hall Of laid with face
Apt T aI NM N gtAlO pnrpoEdlalllnr to aoppnite and end blobs mtdggardd Oee1 n Cr CAC dl
a UI ,! 4. l no miler, Provlda t /0" $pm between panel odgeo
8 ookinq la rsqulid At All horlmootal edges Of An fq'Ited by ehhekhinq MnnuCpctuxAr�s, place Ahedthldg 1. Live dead 2$ pop (bawl
shwthlaq. ihakthibp #dqe WWI to roquir$d At ell 'hall ho ndilod with IOU bag Milo at 6 "04c, allot and 40 23F IFIDD161
holdvnm Poste, lo" in the 118111, Pool t1whing $hall ba, Celled With fa 1, Dead toad + 16 pep Ipaafs)
' Xar.xwdlAto froslnq is to M 0faldao 2s Mwuera with has nait8 at d' 04. mutt, olld 12" o,c, In the XXeld 12 Per (floors)
n1114nq at 12" on crntor. u41051 Otlmrwlao noted 0, the 4 wk0go. . le per (hood Nalle)
Ceuta# Ix etude Allied tagethir With 12) raw$ of tOdrs
At 1" a.o, MAY ba used An p11tA of a dolls 1x Ytdd, 1IM4,, conormutax Is f#epoaleihlk for Aligning 40114
"tall other viol;ogalted t0 holdopn eahhillo dolor. bledlAq /poroo ditsonly, 41Gw all lnposiq paint load lorutitao 11
.bova At floor fr"lnq. Nnwe iddittenal poets ate $tiled out
MUM M Bit At
brad lies an. Controetor is roopon.iblo lot loswlirg 460119
folld blogkiAq /pasta botvam the we of the fitter bem and a.
hni (]•dp "n 51411 it Clnpaon 'Vtroeg It," mo 4,411 he Installed uOdsreide of the floor Instilling At the leap, laektlm$ Above,
per the mwnuloctote'A m:wmanditlon. Y'quivalart W10Wn5 uy 4�
(bated Steel peaoucla L'owpany "Tent -Laq" that have lcm App'Poal $Lkct TAUABfo YIN MANAC70AEA'2 IECO IDAdlots. EpACI PER
NY h" Vlhstltuled In lieu or !;lrpano Imldowma, All fiour htrphNBhphTIONq.
ayatemA shall be clocked Ovlw rambvr that holds "a are 4tladlod
e, TAem bluru shall be egnel to 01 larger than tar! menbur the
1"4"' la atieched to and be pla -:op as a'aqusah block ", CONTAJI 10 0093113 rot RLL =MY 0WING AND 08010100
NEDUTAso CUEING PfACtIGHT OR TAUNim. 5'
Alt JwLly Oh triply etud.a (ALId1Ap PIA NpWONN BCNftlCt6 eGtlyal
snail he nailed tagethar With (11 row? 10413 itagj'IleJ at 4" ae Cal%kCICE X0 MCCIREP 70 PT o VEAL" ALL ColotTlas AAE ML Fauntlal'1dr
center each sold for 04ch layer, 112VATIONG, -
I ad1 nktactaa to roncretc lnundptm Wlth a tIB" dlannter bolt
I0" Irintmu. into 'w'-t" LTT20h act,tchos to danhle 2R
elude with 119) Nd 00mn Calla la Wall shave.
NT'fe a4iches t0 comelA Yourditwo win, a Sleipaan MAW hull.
.-». N' m4r't= Into concrete. Hill atadthoe to (]cubic 2N
:tune W :V, 1101 Ifd 50toP nslla In Wall abnva,
ISYAOB! STEO9 ctO I!15 4 mtniminm of 0 InrheT Into wncreto
POrndalton and to a V6 stud with R41 16d slnkor
Calls in wall above.
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�I frill, IrU1IbT 677
P1111A fd MAtN�yAgtil E -7nV >�
lb PAF (Partition r4adl
190 pCF ICOnuretel
wind ; aI � %Id
a•
All WIN speed " 110 mph
h, lopottanca fortor " 1,0
c. hutlding category • "1"
d, 4poaera ettagdry + 10"
Caathquake:90 %
a, tmpaetancC Acrot "A" + t,0
p. Site Classl6restfon • ID2"
c, Bulldlnq category "1"
d, hold farce resisting System + 4066hg wells-IN"
a, Design procedure a 61till llnd anelyais
.loll " 1500 PNF, Assdaned Geerinq Capacity
All fndtlnq$ (hall he founded on natfve undisturbed soil,
OptlonAl; A cantinocds t" dlametar perforate$ Notify
dram shall be plaeeJ arowl the entire perimeter of the
foundailon And installed as ahown on the drawings, The
foocing drain shall be eloped and terminated at in
appcovcd loaatlon down hill of rho etmclute,
peesawre• treated Nsd- CIII'; per, 1 /2" dimator 110" AM
ATOT Anchor bolts At T2" on center With FwAWrr troAted
4 =4611 Snlcknus Platte, MW pdaaetre noted sA
Lh-110NOttiono P114.
All anchor Coll$ nball nee 3" square k 114" thick steel
plate uaehcra,
if*30* May stay toendAtion loodfils, bet shall not
step Xmnditlan wills start of floor disphrkep "lm
otheshhu hotad /detailed on the foundebton plan,
ME:
AITB 708 ETCIPTXON OF APPA40TAT2 tWINO tishoAAEN, Do Nonf E6CI aL
AWSNn CONC85CE Ails NA A N RTO or Ie DA18 ANN ONLY arm to
MOAE1E 9W =n to IN PLACE, sw YPddi gym To 7w='
ewer, ANO CSNEI$TBLY MILO ol'6'1
BNORSNC, OsANINC, Alto OggA Mee DCAXNC TOE EACINXIL PECI IS To
BOLO NNINVIII11ITY op Vat CQWk7dIni
Cau�rOte y Ra1nf,Ftgln Stenll
1, foil concrete uork sAdll be per the 291... A 1AC Chapter 11,
Tolerances shall be per IBC CdptOf, 10,17, Section 07.
11 409, pladatcat, and Inspection shell no per Seeliens
07, 011, 05, and o4,
2. cemenk: AM C150, normat-T'vpn I mr L11,
3, Caacae 01 fine aggrogatrt ACg'H c13,
4, Alt rntnPorcing shalt be 954H A615 orado gO for t{ pars
or oeallet sad UladA 60 W 15 biro of largat,
§. use 24" elbow harC At hll footing and AtePWall cotneta
And tnlerwtiees at botlrnntal cmviCum relnf.tcment,
61 Airiat eS; wat4r ieducers -wn C111, Type A. Ali
enti taent•a51'M CPVO and ASTN Mir with nO chloradas,
1. CI-ILe $hail he In attol'liAoCe w11h ASTM ISO. Do not see
callous, chloride, Ply ash or related rratodal O.
Pc "'2809 pat 4 7B day -S -lli sack max•'Jre" " klnum sun
aggregate. Slurp " Y" nuximum, hl map Alt entrained.
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THOMPSON ENGINEERING, INC,
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