HomeMy WebLinkAboutPlansPATTILLO ASSOCIATES ENGINEERS
STRUCTURA L CONSULTANTS
1215 grand a.enue. peel urrloe Ixl. 731 01177714Hl coIr.radn e.I6('e
plmne 19781 !14&41;35 1 we 19i Vk14,i-a9[ I ls.net
e11. I1IIAWI!%, I>r_'R11,1,..,,IIALL NrJr 111 N.1.1 14 14:1. D (I,1I:<I.P. 1.11rlrHrIIN1,I, 1'i3:D
lUl Lel III,,1111-11_, coNse N E?oL[Ells,L'1
HILL -RESIDENCE
268 LARKSPUR DRIVE
CARBONDALE, COLORADO
SHEET TITLE
PARTIAL
UNDERPINNING
REPAIR PLAN
GARAGE
PROJECT INFO_
PROJECT u 12003
DRAWN BY.ECN/MJB
PROJECT ENGI NUB
CHECKED BYI RMP
REVISION
NweeRr
1 OF 2
$.15.2012
(E)T.0Y4.
I05'-10"
5 EQ. SPACES
O
nl
(E)T.O.F.
r.0.5LAB
SLOPES, VIF.
REVISION 2
(E) T.O.W.
1007-0"
EXIST G
OUMBINATIER
PROFILE
PROM ABV
(E) T.O.F.
PARTIAL FOUNDATION AND
UNDERPINNING REFAIR FLAN
3/1611 = 11.0"
FILE DESIGN LOAD SCHEDULE (SERVICE)
Q
TOTAL LOAD
DEAD LOAD LIVE LOAD
24
7
5
2
25
12
7
5
26
7
6
1
27
24
18
6
28
q
6
3
2q
25
1,1
6
30
10
6
5
31
25
20
5
32
b
5
3
33
21
15
6
34
7
4
3
35
16
12
4
Lu
N
T.O.E3M
PLAN
NORTH
PA` TILLO Assoc 1 \TES ENGINEERS
STRUCTURAL CONSULTANTS
1215 HranU a. cn"e. ptsl ”If we I. 751 Slcrn.nrd'+pring\ ndnra& 61562
"hone fYUOI:la5--1111151:fr M11i111545-4921 t—nealk frlc"xrpesnel
ALL MANN,. 0.1'Uf6IA 1 WS nf..Lt>�! 1' aC 11* PLIC wlE@. DP-.il ! SCD tilt a>T}f_k N -L {_ t: [ �I
"11110111111 WM., (0'.%* 01+tl N+1IYI=r1 �sry:CU-TS rSGL:'CF .L'f
HILLRESIDENCE
268, LARKSPUR DRIVE
CARBONDALE, COLORADO
SHEET TITLE
RETAINING
WALL SECTION
PROJECT INFO
PROJECT + 12003
PRAWN BYIEGNIMIJB
PROJECT ENGI PUB
CHECKED BY. RMP
RE V IyION
RIMBER,
2.A
1 OF 2
5.15.2012
NOTE: USE OF WORD "VERIFY" OR
"V.I,F" (VERIFY IN FIELD) IDENTIFIES
A SITUATION THAT MUST BE
CONFIRMED PRIOR TO PROCEEDING
WITH CONSTRUCTION. NOTIFY THE
ARCHITECT/ENGINEER OF ANY
DISCREPANCIES.
*WI);�\� &" THICK CONC.
1�` r'i�//�.f--- * WALL
11=111..=1 �-11
-7-111-111-a - EXIST'* #4 HORIZONTAL
-lI1=11 ia 15" O.G.
4"
741
REVISION 2
-(E) '11(P ABS 72" O.G., V.I.F.
�-(E) (3) 8.61 NAILS PER J5T END, V.I.F.
T.O.PL Y
110-0"
V.I.F.
EXISTIG //1 13"
I -JOISTS 1a.2" O.G.
EXIST -6 #5 VERTICAL
10 15" O.G.
EX1ST'G #5 VERTICAL
DOWELS al 15" O.G. X
2'-411
EXIST'* DRAIN
V.I.F. ti
EXIST'*
BARS
•
4"
411
' f
4 TRANSVERSE _.�..-.r,., I.
15" O.G. .�
PIER BEYOND
ry�
PIER IN FOREGROUND
EXIST* b" THICK
"GONG. SLAB
--•1
EXISr& FIVE #4
CONTINUOUS
HORIZONTAL BARS
NOTES:
r
1
1
T.0.SLAB
VARIES
_4• .4444 A
1-111-111-
111 -III -111
r,"c
1
I, y
-M=111 11
r.
\ /./V/ glen
it- " / II
31-O" /
SEC TION
3/4" = 1'-0"
(6s\
1. Assumed properties: f'c=3000 psi; fy= 40 ksi (#4 bars); Fy= 60 ksi (#5 bars)
2. All reinf. size and locations are interpreted from the original drawing Aci
Detail A3 by Paradigm const. Corp. dated 1.20.2006
3. Push pier graphics are general depictions only. -Refer to pier contractor For
specific details regarding piers
6832111. 5312735312. 20167
t pesu,+ b basso' on the 2029 Edison of the kdermticml
l5fldhg Code 61341
AY -El -05 CHAPTER 7 VON LOADS'
DE516N VALLF3
6771501_ VALVE R FE182CE
08
LO
Table 7-1
Ce
.7
Rg.7-2
0t
10
Table 7-3
I
L.
f0
rage 7-4
53S ps4
Page 041045
ss_P'
._C5
.pa..
gonna
21.15 per
Eq.7.3
Reef Dead Load 13 P6F
Rear flood Loaf 6 3737
Cock Loaf Load, k717F
2 The Controokor dad be raq'88188 for the temporary
shcod cnhahrog of df systems and protection of
al At st
3. The ter ,lad months & arshes and deratl0n
sheer. discovered
!600143, notify 60.9.4'
of
4. Hd3I systems R oto isechastaato be col h
a• aie heat dams.
5. a far the 20o53 U' $ab olerphnhg ad 3205
tate rot
65 this �P4g �a5eme 5s. sdswlaa not Weeded
FOLIVAT1075
343203 ra*Gatkn ncff cbserniae cod ren4dcemert
aro asxmed to be in conpllooce who the
design d antenls bV Iw'aoIgn Caretrect Am Corp.
died- amey m, 3096.53148g roll re 54-oc, ani 7'ae rod
.4
4Gfedon thew 92102 &401gs. A singlet* longluand
t>eroi;q bar nos owned 1t Y end bollard to be located 2'
clear fr 1M pap and beaten faces of the existing stem rad.
Vandal loris, k 509 mere comid rood roe con50q eetkal.
[ansate strength Inas moored to bet $000 pat
A-20212 cavYttonobled cls not ,mfonn tthmeta etartteysdAa
are not verited,orter to trdenAnekty
nark
egnsec>rQnxe bed resets. ReN vodka -In and hal
geometry soy be Fold emitted ate Inspected be de -ectad by
the Entyleer of Record.
COMPETE ALO R9WRC.5* 51E15 -
I. Ad concrete dad Wale 3,500 P51 aCeprosSive
strength ells' 28 dap. Ike Tyne If earned MFh 4*
wentralmneet. Concrete aggregate dud be Panna,
Might (Rawl.
2 Pee em 014 cost-nyyewe concrete nark n acccr tense
rfk "{xcfkatare For Sbvchr4l Cadrote For
63klga,' ACI 301 Mere noted otherwise. Ro-
ta* calf or hot Weaker protection per ACh 305 4 305.
3. RelVorcng steal stall cafcem to A5T14 A6Go
R4 ad shallot - erode 40
4 l -made 60
4. dre renForchg steel shall be maga tathxgn
Ly baro mtthunt 32 darneaers at ail spikes
Old tams,. dowels. F3Lrtcatkn and ratd-
Iathe of rachlgq steel shall conform to ALI 315
5. Goose,, top ant bottom bars n gado beans
sinal be 911ce4 oro !ache
Top Lars, At midepa 1.
Sakai bas. Over pier sippor2.
b. Proved, °c mete ies necessay to property Appal
reM4rctg rd pm:Atone Akan 04p20$.
5113Y.71RM. 575$.
I. P0459q4l fat 'k1445n rho nstaflaton of sirs teal
steel eeha1 cortorte to AMSC ad Ahs sp6UfkaNas.
7. Steel cline- Thar ppm ad tarts shall carfare+ he 3516
A36 (milk= gad 36oyihv36 0511.14 dvive5 stall be 35174
A991. Pre sabers sial be A504 A53-5 (mnnem yea
drergh 2125 0541. fellow Strobl -al 50ctions 3h551he.
l435
r ctal:Joke end scree Mee shah' conform with A51 1.500
Erode 8 Gahbon yield strongthe46 105115. Steal to stool ccaactandoll caters relh A5174
A925 -k *lass noted ottoman
4. hetallaticn old look OM be in Accedence
rah N5C eceitcabcn hr 5FrticheW Joists Wog
.A5114 .4325 or A440 Flatlet Meet edition,
5. eroo1e reek, daft b0 Pal penetration ad 06nth0as.
wines ethernet, 60564
6. filet melds dad be mode Mt E7Oiot rod ane 346'
ad aerobium* waves Worried noted
Above
30001
Anchor Sob
Ancie
Epprocate
hd5xhrd
88emeit
8ra0
Sebtan
ear. a _
bottom of hating
Bottom mat
at
C6He2¢
Cater tie
161/
ADPL
ALM
oLT
Ad
AP0Rat
ARCH
54257
Bre
BRE
SRN
ERN
130.
ROA
BOA214723
3.126
CNB
Q
Calan Env CO
Cls Or 61057* CAR
Cdr, cat
005700 Cao
Laurel* Cafe
aaart013.zary tM Oil
Conroebold COW
C6vk,etke Ca67
C.4.417.4 74 Calif
ratrottr Caf0R
Caned Jule 2.)
canae.Wk LTRJC
C470777.1507.47.4.1 7.4.1 C5P5
Rawl Shea/MI
jTATOARD ABEFR44A110 H 1152.
Dna
Dorm
Oisseter
Dseenno
amide
0 serdse
5a'-
Each Arse
Edge Wte109
erbedded
144
fin! -kick
Each Hai
Pas Of ea. -rate
Axe arksan
FaeasAd
354. Yana
Fa nide
fixe
Hear Ann
Polthi
Fandotion
00.
1x36
LA4
DEL
Dir
✓bf.l$0
A1L ('-d
EA.
EP.
TL: ELEV
ODER
MIR
63
ELf
503x,
41-24
fir
roc
PCM
195
36.6..
2515
STO
FA
37A5754375 Mn C.CTdFGTORri
1. All lander Why and cana6Nons shod conform to
the IBC ad AITG Reference 400 Fostering
5rheale Table 2304.41 AM halls shorn 89.,7y
Complain We none Wass noted otherwise.
1. Bolt, far rood mer ureectlw+s ad concrete
adv., lode shad be A5714 A307 wfh melon 1-1/2'
weer each end toles; toted atlmereese.
3, Ail metol connectors fa hood frahrg (o .-bet
Hangers, liold-doer Anchors, Frothily Angles, etc) dad
be as mirefac2Ydd by Stepson C4 del he Cert pot
Install dl ccrrlecd;re Ace Inti g a musfrxtrre-b
066011044022315. Catirtztor may a1Fdl 5oa40afnrs
3ethh tads shorter than Cara: as formats: Lk! x1-1/4'
for A kid, I-4'? for 104 16d 2-2.11' for 161
4SoN-dvlfrq fasteners for a2ac5ment of slow
roa5a^gle £o WW hat .Feel shall be 'Tees' fasteners
as naafactired by 51436x.
5. Alienate conieeters aid fgtene-s to Vohs listed
0635, ,4202 1100 104817. qtprveal, may be Laird Mb
cppraell ley the
b. 'dreaded l be /307 (SAE 42401.Ortil
edm mho.shalt be 35714 A65 &die 60. r'shyaUbe
dbad
1(10-1.1Y50 sfehl Corporation.4ntfallm ll be ipeded
Speck'! 20p.sct 444,4c47 as recited by 37 CJW7er !7
r 273 the NatIonm E.n►Wia, aee0arh f+eewt s.,ets.
7, 035*8ms, hangers , 4 inlets,', *MAN aere2n, ode, folly
lags, plies, etc) In coaled Mb presaw0404,604d Lead
shall comply hath 190 2004 seethe 2304.45.
IfMD975.11 WAS 575754
h, Lh3srph�irg dad be Walled by agI,afd'ed Ad
0sp0rbn 6826 contractor usng esh81Yhod methods d
GOITOSIDO lints tpler placement, kriscont, old
� �� 127
respas for lite desgn aT play confoon 5.
2. Piers shall be located at the locations ndcated an the
coda-ph/iv pias Os or dna s2e Reins, ores gaproned by the
Ggtee.. Mon pier dal be placed Ivdrcdeiy using the bulking
taudafan or otter nems of reactor! we TM hittleg shah
not be !nod obrig plat placement •
3. Pers shall casts! of Jointed sections of steel pre extending
vertical m foin..1 n brackets to rasp:neat Marley 6545!4
prof to 210[teck. the 3oo2daten 20056.ets Mon be
attached to line nristhg foto:Mica as close m
to the toiler of the ed bels. The plrs daft be
to re2saf drip plxemed sett+ a static d"M'+g face
copal to 23 these Ifo design 5e}oc11y of the per.
4. Pers, brackets cod nonnectlb s dad beto 43530289
appall o tacit frrklg load of 25,090 p, ref0sa s*herelse
noted on the a nderptoby plot M iterkE shvseen and
carriectlan forces stall not meed limo adamant n the nog
recent ffoxaf of Reel Ccnshuctice.
5. For pita 6974470n02, the p0s gall be reinforced pd
�W prevent lateral movement at phis aha Fo provide
i and adoltIon l comfress10 cgxraty. A corfna s r
I1ad (74-0' HIV re1t Frgar. shoti be
Moll be oneat comet (re a td 8 the plar cotter for the 1. k bagel o7 Tie hsra,t
b. 5truchre loveing straightening and re-pnrbsg may by
vde-Fokea d the owar2 recpeet after placement of at p5*.
Leonel dolt lad 54560 lshsd n3039'043754a ts5 a
wn+ 9arged tychartw pats h4trg at sevwa�pier Tacatbro
strultoreast
7. The piss shah be locked eV once the desired elevetkn e
Waited Loads on each pia- doll las minted to match te®
dosky dead bads as ben 06594
Outwitted Defrtln pratedbn of da uwedMerrpp 9 tem SI5H
be podded toy the cotaciar why malteds reproved by the
Liig2 hear.
6. At to arras regeost The &gni.. shall condo! m elevation
salty atter awn of dl laigrepairs fr�i
reneitortg the aromas of the undeeptimeg
saveyng may arur d t+o o2F.ert reepest and near the ed of
the marmite. parted f 0,rrrartee a provided by the
contractor.
4. S 20 ovolhg, stroig teem g and Myre-platet5 Mrewire
re
WON and Wior gpnavks dismay dem t clat e
�. .12Ifo lav 5o4 x51219. 1 t0 addressWASS the
tO. Re contractor shall pra.4de a .-hong l of all
Piddled cdig depth of p d -M'S preserve ad
lock off Wads at refusal. I.8 sea srk rR line hfonratlm l0 the
Engineer of Record at project contester+
6choted
Moe Laaroled
Med IL�ed
lhboded Anchor Shed
lleeder
000 Aram
+boy 5006
tweeted Om* Tee be
bark,
.ort
Jae
64'65111
Logan":
laa'OWV Linter
larbel0d 44
1.=8.1541
Lobar
tddraarer
Haserry
rtmoem
T lokd
Miran
hbalkarts
1.01
22016*.
4445500
521 To 5501e
Ohm
AA
edu.V honed Shad Eeae
c
FAA
rQ
OCR
fur
tv,a
417.
J! ei da�ay
Raderd fee Fold RAM Amino F7,14
J5T Roller
K Reererw
!A6 RSM ac hg
Recit
Lei ▪ m�
tut Res 5havn Gat eland
Lade
002e4
Rtra'bf Strad 154w
Parinster
Paymd tr
Pod*
Fkas
Rennith
Aroma canasta
Wefdvwded PFEFAg
40-51.
0143 5271217P
. milt? AI♦D 5TOP HATER 50LRa
2. ReinvE Poorno345 OF 13137175 -
gµLOIE5lit 510 ,5$50A5 OF 5654
2.5043 JACK 3X51176 FLAT YORK
COMPACTION /245 FOOD TO 8E 5
3 5FAI- CRACKS ARO 6AP5 i1111 PF
(52,151511 PROELICT LITERATURE F04
4. E51ABL157 Fi7414TORJN6 f RAF
YO vERIFY FLA5Y*ORK f2d4IEVtA75
1
L __�
35 YAf.
e47 2"
rrR
M45
141
3f1G
143
145
H-5
R1.S
CPS StaWne Eteel
Maud a 4 West
5dwaae
%caan
clef
6112145
.432..10
9e4svr 5TfF
sbeawrtnafd. Pond 51p.
5bvcana.SL++4b7171 5174.0" 07 5R
StEr
Spfeced Far Sebe Monett 545
5171
RPM
6158
17751,0
RS
545
WV,
56
574
51D
511.
5A
705e Removed
Avelbed
Teipe and Emma
rqa erd &dimh
rrpa_
kr, co Bean
Trp a cmeree
rep Of looting
rip a Ro-
h Rb
Top a Slab
Tap aEWE
rep al Har
7
rreat. lFroservaakel
Thinner
aPhal
014247 WWI *521 orae
varhl n field
v f
Fielded rhe R0Lnc
rig Flag'
153.5
1140
146
105
Tn,
7.0A
4,004
TAF.
7.0,43
70°1,.9
LOX
7.031
7RAIBy
'51112
rry
two
VOR.
VERT
FOUNDATION
1/4' = hc+
E
1 630 91 roc al7kmat'
2. Onwraons are a fa
3. conceals rails aro e'
4. At a dby devotee
5. The 141(.a3M d lM us
dependent r Wedgy
and stapp2g Hine,
cense of nater Ore
atQ33ehm feeder kw
Mea,mmrthnes pal
60WI, 57T4GTURAL 1401E9
6B8tAL
f. Oesign Ie Gazed an the 2004 Edlio, o7 the International
a4714 4y Cade 41.13.0.1
A5(E1-05 CHAPTER i WOW LOADS'
L'E5167 VALLES
5774301. VOILE REFERF.7Y.E
Ca
q._
11 . _.
Fg_.-.
gamma
1.0
....A --.--
4p__..._.
_36.5 pF _
Table 7-2
Table 7-9
Fcbfa 7-A
.En9fe canny _
Eagl a
Cnty
_95 ._
21)5 pa
Eq. 7-3
Roof Dem Ladd, 18 PS.
Floor mead Load, i5 ESE
Deck [Mad Load 10 75F
2. The CaTtralar shall be resporeble for Una teepany
shams ad trains of all systems ad protection of
all odlyrrr,,��7t{ stnc4res
3. ria =nella shall cant hm dimensmrt and elevations
shoal with existing sardlllany nary I jheer
of any dscovered disaepo dee.
4. MiryEngineer N h
sty openings ere Io f0 cit
shard tor- merhoneal or electrical terns.
5 Design Is for line lardatlon undgpkaing and does not
hcids 5oesUqatIon of the existing str75lure out al !acted
by the underpinning hyOWemente.
FOLWDATIdS
00(7708 Foundation cal dimensions old raidacement
are assumed to be In cerin- ace with Gla
Wept duumeMs 4 Paradigm C.onslnwtoal Corp.
datedWxrarynt 20, 2006. Edsli 7 wall reinforcement nos not
k5501715,5 oo [ha «)ghat &wive. A single 05 longitudinal
berg Ire was assumed flop and bottom to be boated 2'
clear from the top and talion faces of the oxlsing seem watt.
Verttca4 datals, R ay, were consideredrwn consequential.
Concrete strength was rioted Le be 3000 psi,
As-Y,di1 conditions, that do not cedar, to these trmrhgs and
caerinot verified prior to underpinning repair work ray pants®
xpecled remits. Rekta5ement verification ad wall
geometry shaft be field verified and Inspected as deeded ty
1M hhgheer of Record.
COFrd4YE AMdk RERFCRGIN9 8100.
1 At concrete shell attain 3500 1151 conap-ess70
strength .410 28 days. Ike 190 N cement wth 4%
ak 0drahnoo I. Concrete aggregate than be ramal
welyil /stow).
2. Pe -form on corgi-70pfaae oocreth oak h 0cco^dalce
Kith VeL4k.ollars For Stadion! Cnacrete Far
1717171300; AGI Sal tures noted otherwise. Pro-
vide coli or hot weather protection par AGI 305 4 306.
3. Reinforcing steel shall conform to AS1H A615.
e4 and smaller - Credo 40
t5 and logger - Cole 60
4. lielzanlal reinforcing steel shall bp mond# c001714 is
Ly ktephg tons ohknm 32 diameters at all splices
nand isnaviding caner dowels. Fatrkahen alt betel -
Wien of rein,amts Masi shall cantons ie ACf 315.
5. 71004170077 top and bottom bas In grade beams
sha4 bo spliced as follower
rep bars, Stam bpm,,, Over pI 5lupa{5.
6. Provide arzassa4es necessary to property war{
reiioccig d pos)kxn shave an prow.
57RECI1RAl, STEEL
assign, fatrlcalka and instance/on of etrucl,ral
elan/ shelf codas, to AI% and /2105 speciketkuns.
2. Steel other Rim ppes ad tikes chart cantons with A5171
556 !miss= glad strength=36 K511. MI Shapes aha) be A5m
M42, Foo eakwne ®hal! ha A5711 /259-57 endckam ylekf
sirangthi35 K511. Ii7tar4 Stricture! Sections piss) tickd0q
rectasgula and aquae h.bes shall anise wth ASTM.- ,
[.rode B 351710 n yield shsrgtin_46 K511.
5, Steel to Ethel connection bolts shall conform with A5174
A325-7.1,+Moss noted 0lhsrwl 0.
4. Inetollotke and boll Hghtelsy shall be in acccrdutce
path Al5G 'specification For 5hucll4al .bels Using
/251145325 or M757 Bolts, latest edition
5. 6roeve welds Moll be full penelrcdidn and continuous,
unless o1arcese rated,
6. Filei welds shall be made Huh 1=la0C rod size 3.46'
can catthtmus fele55 otf0salse rioted,
Above
Adosiva
Addhand
Ad
A ro4
M94 08
Fpprow»We
Archlettad
&ldyl"g
!los
ABs'
APH
5081.
ARI
AB,
.AFPROx
Anal
EM
Br1W
7140
73174
BA
8071,
ERO6
DUO
Latnever GAN!
Leder Lia
Om -nth 4
al
Lam L4
Colonca.
Coon Lo'.
Lalonde LOM
Concrete LOW
ConcretGarnfa0 Newry Hit 7141
710-07 (10, LPW
Gertrudeau 71051 -
TIT
CA�k La71
CR
ontra4r 401Irol Joht 71,1
ORS(
7104i106 a L5f5
Ernst Med717g
Dotal
pert
bn
70Dfr40.
Douglas Fir
Rewind
fkarkg4
ta:h
irrh Fac
rdye 0)00040
Elevation
ifidadSed
firming
�
ibpowion
Eastglest
17041, nd!
Face Or Uhhete FIX,
Fos OH0 0309 Fart
Fore Of Nod F011
Perth Wan
FG nth
Ib 5041 PA
Floor FM
Flexr anve, P.O.
Failing Fre
Paraabun 1,011
FASIl9bi5 Ahri correcr0RS
I. All 1004 m4579 ad ca-nectkr6 Mali conform to
He IBC and AIG. Reference IBC Fastentg
5che010 Table 2.304.91 Ail nails shown ef3lfg
cannon wire m11s 11765(1 noted other floe.
2, Bolla for wand mender 4050®0140,0 and cowed
odea' bolts shall be /514 A307 with ,o kr m 1-1/2'
masher each end odes noted 41,0 use.
3. All metal correctors fa 70004 7ranhg (e.g. .hist
forgers, tbfd-cbw1 Anchors, Franig Angles, etc) dad
1001,,04001100877550p0005tralg-'Ttllee Carryaay.
kwlalb all canhchr5 accardh9 to maidacL.rer1
.earona08atans. Contractor ny hsmlt connoctas
ell mils shorter Nidi nommen as tallows. Bat x I-1/4'
for 64 kAd x 142' for fold, 16o x 2-112' for 4655
4. Selffaster.,, for attachment of vor0s
materials lo slruclical eau/ shall to 'Talo' fasteners
as maafacL ted h'J 13sldex.
5. Alternate canecta 0 and f tenon to thee® Itsted
Wove, Mich have 1.11/2.0. Koval, may be toad with
approval by the 679750 r.
6. Wooled Rad than be 5301 {q4E 41401. Cribod-h '0400
.507400 A5111 A615 Rade 60. Epoxyshall be
3E7 Hid+ 5trergl11 Epo+y-718 t3 or 7AT�Ly
Hae
NW Corporation Inetai701las shall be bopected hi
Special Irellon Sprite m required by IBC Ctxpt& 17
or lug the Wliional Evaluation Reword/I Sheets.
7. Canada-,, hangers, f 7540086040109705005,777)0.1841,
tags, (Vas, etc) in contact wth pressor tlne-fr0cted rood
01011600717974101 IBC 2003 section 2304.9.5.
LfbiRP118)549 SYSTEM
I,ndoll be stalled qquu,0I7Hecod
d
experienced s/e0Wig cardreel05 using estanllsbod methods of
pier pslaxkra Ming, g, faindot on altocfm*d, aid
corrosion prate -dm The undapYnhg 00576 ctor shalt tae soieiy
raspons50 for the design o7 the 7036pmhg tier carpa1enls.
2. Dere that be faded aL the imatixrs Mknted an the
undorpinnixi pian pia or 0hn six inches, can 05 approved 4y the
Ensues. Each pier shot! be placed hdtvlobaly aohq Hre tinkling
foundation or alhar means of reaction no41. The 10711 Tg shall
not to Mad drhg p!er placement operdk,re.
3. Plus shall consist of Jotted sectera of otee1 pp,,, ex terd',g
vertical from farndolk:e b-ackels to competent beaky strata
prefertobod'ock. The fcadatran brackets shall ba
adequate attached to the existing landatkn as close m
p esbla to the center of the applied lands. the pias shall be
loaded In redusol Brig piacexi 11 with a static r11.4.9 force
equal 0 25 tines Ike desg9 c0yany of the pier.
4. Flocs, brackets ad coreectu shall los designed to adegntery
slppart to fatal ror'k1g load of 790 p ts, unless otherwise
noted on the uncisapknitj pLan. flalariat stresses and
connection forces shall 4am0ed Vase 011oxed lo Ila# most
recent *Meal of Steel C.atstvclbam.
5, For push pile 5ystosms, His piers shod !ore r0hfanced aid
to fon send pr vent kderaf mwemenk at Joints ad to provide
a8dllkari carpressran copacIN. A 701100in or
spited (2'0' 4411905780 ig rod, eke 45 can lager, son as
placed In the per center fa- the full length of the pier. Grout
shall be red cement (nor a7gregate).
b. *whoa levelbg, slrag4teing axe re-phudahg mag be
undertaken at Hwa omer1 mows) after placement of aft plan.
Levefig e1m11 be a4znpnshed in progressive stages by use d
pesmre gaged hyd-adic facts Ming a! several pkat• 7onof nus
505711aneousig.
7. The Mere snarl be 'looked off' axe the desired elevation b
attained. Load e an each pier soil los adjnted ea match (ha
design dead loads as best possble (see Fl!9 Desk), load
54ha0Ulei Corrosion protection of the 005091inkg system shall
beprovi ed by the COnfrockr 073 melhade approved Ly the
kla r.
S. At the arners request The 6gr7aer,ball 0ordscl m e1#vatlal
survey after coTrfetkon al all WON repair, for Ha prpose of
mon)arbg the performance d the underp mi) 0vppat, Periodic
surveying may occur at the 0ava15 request and res the and ad
the worral00 period, 7 a warmnt04 45 provided by the
contractor.
4. Structure leveling strofghlerlbg and re-phn,6trg mag requre
exterior 9-a0g to provide p09-10. &okra® oma) from the
bitidk49 ad 10 pros drIvenKy access into the
gg��ooggaa H dull be the orner10 respaslbn71u to cram the
q�aag
Woes arising from wide 71173 nark
fa the iuderptmhg contractor shall povde a O 14)09 log or all
Installed phers, id7olky depth al p5es, driving p'05sur03 Ptd
lock df Lads at refusal. lie shall snkm( this information to the
Ernyhaer d Record a older00y nomplella0.
eabarred
Nis Lcm(nated
G^rdb
Weeded Anchor Sind
ffealer
) 1411 /viler
Horizontal
[bay neer
handed Precast. Tee tin
Wrier
yet
Ktv 5k1
4114)
Icy 5400
70Wated Yerwer tenter
Lm6taled Strad Limbar
lay Le3Ikrkatel
Lc,gLdVindkal
h'd Applicable
Nca 5115511..
NaNrN'5001hTo a
Ciairkardny
Cr. Center
Opening
eA.
Ce
51. ithV
6R
1r>!t
li
NOR
1161,
HMV
Itr.
I.T.
747
.tsY
Un6
(771
LIN
11.
L
Lad
TPR
11/25
MAX
1411
mirz
WA
1419
7.15.
or.
04,
CP8
to
reed Sired 131a -d
P0-447
005041 Shawl I.4mts'
Packets:
ra�L ton
Male
Hleaad
EXISTIt lO 1401714 PATIO SLAB- AND FLA1
I. ILlENTIFY 0787 570P 1757E12 SOURCE('
2. REMOVE PORTi0145 OF EXi5TING 9LA
AIA1111E5 flu 110) AREAS OF 516NIFIr
2. 175)3 JACK EXI5TSN6 FLAT YORK B/
COMPAGT10N WA5 EOM, TO BE SAT
3. SEAL CRACKS Aid? 6,5551,7)15 PRE -
(54577477 PRODUCT LlTERATL42E FOR
4. ESTABLISH 140511,07146 PROGRAh( E
TO VCRIEY FLATYICRK Rl l4E0lAT1OV
/
/
/
/
/
(EJ T.O.F.
47'-2'
5.45.
4,P
0513
PLL CR 7
PERtd
PSL
lice+
PLP▪ R[
P PHHU
Precast Cmrale 771
FYlidricded FREW
FRA N
fV0:4bed Ibkb Dan &Aar ma.
Rater RPIR
Raterenca per
Rahfercnq REM,
!atop
REr
75
545
30ED
..5C45•15,
504
5u*
5715
51D
Inagerad
Retaining
RL) Sall (ltd Owed)
Areaad to 4 5rdes
71044
SOCBon
Wax
97(
57001 r 5r14
Wattled alum l row ala.
9.ppe ref.Atcluvl S,47! OR STR
t 04Rr
roe aced Par Sldoe OWN) 649
5ynm SYtf
thini
Slahbse 5FN1
97711'
CONC. BM
6
to da Removed
th
d
r,n040
rams,® readead Groves
rap and &Up,
rap Of_
Tap Of fiecm
fop Of Calves
.7.07P
Top a Fkdih
Top Of Rev
779075400)
Top bleu
Tlve4 Yed
pch
rated lfrrearvatAl7
thrwer
7p6Cd
lhless Ailed OH,mwhe
vertu M "'Val
4811101 ere Pdra
0 Fla js
l3 -o•
i
4 FA. 5PACE5 = 3C
E
32'-55'
165,
• -_rant_-
alt
Q. I
NCR
4797
hV
FOUNDATION R
I/4' • I' -C
YallanalEttighEEES
1. See 54 for a 4vnl
7. IMwOkxe aro to fact
9. Concrete wails as 6'
4. Allewbtied0kvdk0e
9. he success ed the 1001
depand01( on klenityh
ad 0100009 Mb,,. L
canes oT 5ater Ml1U
at61YIs'M feeder lana!
hes, nistera es, perm
cod
eystams
-- , ale
IIO/CATES VI
4. 7 101271511175
....,. 5ErriaskiI
(4) I/2' DIA
TITEi! ITO ANCHORS
(4' Eh®EO TO _
FX55TY PIER) ` -
EA &RADE 544
(8 TOTAL PER PIER)
PLAN DTI_
4E) 11'6 A55 a T2' 0.0,
(3) 8d NA45 PER ..,sr END, VIP.
TA_A�
V.IF.
COORDINATE
T.0 GRADE EMS
IV(E) cow.
ELEVATIONS AND
(E) GRADE, MAINTAIN
6' BPiOil (E) GRADE 141N
L
*3 STIRRLK`
a 24' O.G. -
PROVIDE
4' VOID FORM ----
BEYOH All GONG.
ET_EMENTS NOT EXISTK___.
5EL044 PROSY (36') OFR 4 PTO
1--b15T5 a 14.2' O.G.
EX45T'D *5 VERRCAL
15" AG.
H' THICK LOW.
WALL
EXI5T544 HOPJZONTAL
11J;-1 w-415' 0.G
EN15716 45 VERTICAL .__-_.-
IX* L5 a 15' O.G. X 4_I
2,-4"
E)55T'6 DRAIN
4'
Ex25T5 +4 TRANSVERSE
BARS 415' OA
-aTl-
EXIST'& F4VE R4_�
HORIZONTAL DARE
PIER BEYOND
PIER IN FOREGROUND
54451 S 6' 11.11CK
GONG SLAB
R V i 1Ste "Ii I for 5,0.54.513 },
25ES 4
17
7111--;;111-All
II
46'
349'
55-GT14N
3/4' • 1'-0'
4YJTE51
fc=3000
2. Ty'80 K51 (45 GARS)19'40 K51 (44 55145)
DETAIL
3/4'
GRADE 514 KEINE CLEARANCE -5,
TOP. 2" (4544,4<5)
sots, 7. 5/2' (43 5T11453'5)
6T14, 3' 05 BARS)
wC
fe1g5(3, 1/7kfi' GAP IP
RI/45t<0'-i1 -----
CENTER TEE PLATE 4 (2)
5/3' DIA. BOLTS 41EPTR5K
LV5 FOR ELATE 4
VOL T5)
4,553533
COL
EI6x376'-0" ORS PLATE
EV 2052' SEGMENT
514'14414E 'CGP' WA5FFR
(WOO maw Roo)
POTENTIAL L- _ -
GAP
4' 441
EX1E
NOTE
1.I
1.DC
3.O1
4.44
TR
FK