11-831-002TO STABILIZE, THE " SKYDECK SYSTEM" DURING THE INITIAL ERECTION PROCEDURE
METHODS SUCH AS 1) MRK BRACING OF INITIAL TOWER, 2) TIE DOWNS OF INITIAL
TOWER, 3) WALL STABILIZER'S WHEN WALL ARE AVAILABLE IN INITIAL STAGES, 4)
OTHER METHODS TO TIE INTO THE STRUCTURE SHALL BE APPLIED.
NOTE: DURING INITIAL STAGES OF ERECTION THE PROPS SHALL BE BRACED
ACCORDING TO THE SKYDECK STABILITY CHART SHOWN ON SKYDECK SAFETY
Itlaai• �� li/
SECTION D -D
INTERIOR FLAT SUPPORT
NAIL JOIST TO STRINGER AND
PLYWOOD TO JOIST. FOR
EXTREME SLOPES WOOD
CROSS LACING IS REQUIRED:
3
t C M' f •
SECTION E -E
INTERIOR SLOPED SUPPORT
FOR ALL CASES WHEN THE " SKYDECK SYSTEM' IS PLACED ON A SLOPE THE
MULTIPROPS WILL BE OUT OF PLUMB. BECAUSE THE PROPS ARE NOT VERTICAL
THERE WILL HORIZONTAL FORCES ON THE SYSTEM. THESE FORCES CAN NOT BE
RESISTED BY EACH UNBRACED PROP. THE HORIZONTAL LOAD SHALL BE RESISTED
ENTIRELY BY THE TIE DOWN AND THEIR CONNECTION TO BOTH THE MAIN BEAM
AND SLAB. THE SHORING CONTRACTOR SHALL CONTACT "PERT ENGINEERING' FOR
e,CC.lfral ALr n1MA \Ir'•C C/',� TIJC TIL t\A•AIaY TA PaCP1a.T •TY hf• t nl,t�h- fI,\mwn a A.t�
SECTION F -F
INTERIOR SLOPED SUPPORT
TENSION STRAP
TENSION STRAP '--CROSSHEAD I
PIN 0 14X107, GALV.
COTTER PIN FS 411, GALV.
SJT.F.I Ciewa+w
CkhMw b o- wdor%ardiab,.ngnwa, dwbha ak., bMpaprw d eta amlkve•d
awdw hod nseswy. wd W &a mom M Swfgkft Shang L Famkg koftft ho
pl.pwd his beer[ Garr Sale Practices ArEncOOn and M m '&V of Firne Sbfg.
Shga PostShw Sdey Rdm Flying Dwk Form Safety Riles. ad Fmdmdel Shoeing Re-
Srety RAs Pmpred by Me bear.
tmEbC T M
i. AtipsO eel Saver- d•rloe calposed of temaded mwaw an ad)." hendb
used b M weml dpeemd d e. rWli,g nil iwraEac
2. Bea Palo -a dmimused to Cabbub Me LOS be&
4 Caot7g Ph -am haw device arse b dept m «Sae vwtcry.
4.Oau-Emdi •syuem dnaa'kao m^ednt h■mta b arks a bPwehxaam.
S. E§denabn Dsrks -any dsvke IWd b ebteNt vwOw r}Wtr d ahwatg host
~a* nadyahwrd sows
BI. Fadaof=.M mb du4rote bed m M ab.*b bed.
7. So, - Mn•t•d TWdbgMMmmasdshWOWAOMPeddpwwd
mnaate. onadng penadyd
-Slaalling Wtldu r h era o-teaan MmrhaKS.
.bats -m•mem vhiN droODS support Nwdnq. '
„41AnpW alsdywt- mnfwewHdt dlacty support MJdAS.
d. Fmm• M pef4Cbd pn•iabiwlw Mxiuruhi h ■ Mvear.
IhLM ,TMs•- waroadkameaatedud oroabow each ofwb a vaUml docbm
10. iakitp Devrw -■ devb wed b wan M ePe blw b M tarns.
i1.Sr.Leg Load- aWLadrichcatsilly1ma1-ay', w- MkarobC
12 Shang L -Mal -n •nyasned doe ft ana-d pew b wecOm,bap
as angst nt tlembreentbPOpwNnatg
,L Sf,Mud N- ■ben} ovary hYOap,Ntk11 dilaWe M radi«I alESg boa b
0. wound Serb brtw
14. Tows -a mope•b sVmk mof km nre. berms and Mamemodes.
1L llinela Irad - Mwei,ven toad st" my b prow -a Oaudune earkq Iwo.
ya,ckekhg d Ldetn membw aalw daawoana- epawd.
gPEC ION OF-ORNG EOLlgiNT PRdt TO FAECIY1kt
Tla mlw,ran.sw orbym -n - sa Pat, waw"m or ne lwas saw vsMa lm appal
b r oc"noa -tla along ly. an
,. Rol -Retell tlroiip emlPronA Tors hew.eew.. m.pesL a wnoiah HOW, t
-Pa.. YoA1 nil beWd
2.Stalerdossbae -hat- ,i-ft oral abwg rtry erma daPrOSq
WINA " UWWLNm wtbmwpaadrsho3gowpmwwrhoutlbe atapi
and bee k ea
ambdt, Idea Pesos.
9. Wsbs - EaTinnha'i sl+atl b aPedTSd babes w bdenpad.aW aw sntYpleoed
aphbrmd whoPhg dwnsgd webs areemUkg beyorW M eybut moray web esAed
net b woo. lhe raaoryaeb e•fwnw petea b bwkn w RceRY de•etla
atAhw Pet stmhlar oral wda- tlprkroy aatweL ova aatpenade rEeM b awud
4. Loddg devices - lone HOW boor alud be h goo ww" order. and t not met be
repro as•pbew pilarb Ass.
S. QW&V pass ated ---Y Spn M Rama bgL
a. PkvtW aoss baowrnethew M molar pbotser myh pies.
SAFE BEARIND LOADS fOR 9011.5
CorobaYlp pea M aeo+neble ores Beetling) -vabu nR and rock ono• kanI -Into
1000 P•et (47.9 OM b mm gat 60D,000 pest P393.7 MNrng) tors shoal beassiaaW h
dawr04g M eepwb dM.d ter Iway alwrh pb, -at" Met sadw -hwwr den
MMschemes MAWMgw+wccaWOnhbahs der sirdpa. Aswalwtpi.dyaby
siT an eeoveble brdtp wPaiytla,000 p-.t Pe3.0 WeR)oab b•tpnn n'wYprseo Nit■
mMraW cop b kW "an 2,0- p.s.r. L9a.e bda•'gp
Coo coil aso b Wes not e. -takey dirsb M sci r R k rapiad h shaa0 w-A a
FOUNDATIONS
ptatiw enplxwdEW boorafd w b rwaki w oomyadon.
T . vapor dpood fouadsbn ansd aRi herbal M shakg boo ow'a tuwMa pasta
Ise. TddrsdM borga wbdeewhnwbyMmldabrkgbdeadedowa
pasnirgbud. HOWbyMnee.mcoal.up."mw.W
TM teal g.%gbed *ftW b wmPAw wd M.r dsdpnd aaadngy.
SuUbb sic WmM b dew - apna gd dm.L ba, mmyW w basyewm kwd"
vdda norm s row bg ontii OwEareden uW-" bad - It ads, mtaeb.edrn.
Who ahpekg aura •ooh pR M ores rEUd bls.N.d Ned orb.- spaded h. plWt
a-u:g aleaam aahRy for -4 an&" law
EFECTIOt10F FitANE3
lhewak der ectip M shag sI-Al b ~Me s cparvYon dd paean rah pdpa
ty.aww oral apaW brsecutg ■ wk hat0e"oc
Shang rya - Weak bye mead 00ife dwpvaew be a cly allwa brrtLwkg
hoot cgs- LaroTi: my b oMrtd Dam you sMM'g srtppiah trod Mlrhwa.
AdvwroepWigMMIpMa •d- dhwwsbpoga woaWy. Them•Iwd.bWb
u *K*d w ebe b M oral Who Maw WPM" and *AM be Wougd In M odrk k
bbowe. Ad}rtmwdace- ehorilbdelb Orr. I; - I .aaawpawwab.ba*.*V
up M Mang -w. AL hb for, spawn viscid d" %, w hu r hams Neh mqW
OmF" PIN haw horn, oral dal r name whin Pewr. wa --dw.s M lop do not hire
owpkg pew. Caul lefty new w mcamendall by M krw.
ToOp•dY ameaw d Me slam and lobe am Mba6gk disabused Mray MsbAngk
d.n-d. M bolbn dealt boo Mold b mdwd- M baby M sore dcak M a
s- e.hwshPtemt.d. rraStid,ea oddb pkodrM. After Me bwbn d/n
eharhg bwehw haw rtrmd, Be e¢atrod saws orb- pi[ms, sAialarwi m be owe,
sbg den M neas.r.y, lam ent, s oAd be embded b •Nth M of mrb bdbamg M
moon d M low.
e
AMeervadkg M bear Ise l shorts b iaysbd w K romwr hoahlhT M awl«ab b
b,IbO dMMMMw Mb rwaw Pkebw My- hskeed. Whlnhabaituttle
err ed a enc" raaM byuOI«dhawt. FePhoft ,a oak patbnieasy
fan•e bemahg M sNEng y uabp Paws - A lto ho4mn W IronerdM taw. Ile
twasd i•eg hates bgeew emh wacMi iadg m row • npq, seM art
FeALINe5MCI10MK OF nAHDR HPIMNT
Td bbeep b a bed shwa000n b b -wad vhn nehbg a cur bydbn d atErg
W.-. to rte Mpaag doornamie -Mbm Npobds MOWbueeAy rsaTed b
Inwe a -le We aod7attasmjob.
1. Cock to oft 001 fare IN a•aorta mdrg a.A ax smy kg of wayMro an Me
pb. CMQabo/apWt61P- MaAaebwit
2- Check In make odsh pal as base paW a a¢wbeM saws den am-,aa ear,
M rcorg arf. Nagtarmd aa4as rwW b ae.g peed M Tape tlM kaeex
3.00Woampyd MShofgkyotgPaeepmpamdbhk SpwU)ob. skhawm
hd tM epachge Deepen haws nil M dew bmLetpedq d M Ideas de-
-oad Mapsieg..Doan- MbyoTd. rwywaYonbrow- yb- ollieb
pwtdewl ION den M m,.rhw N,onkg dasHphr m o p eperad M ayad bHi
t-a of Matarw astp.
4. Norte IhauM b dwduw /apinbhr h beat dhtlorx 1M m:ren •bvwk
IaMaae bs abe+NChr oadgmbi(ue RO.hh Sbdp rMkanew -mil
* this lGY4tee M boo rEOd be adfsWd ast Me bane amWMA M Iviamm t.
5. r has k a gap beftewt M ka-ad d ow kmro and M wowed d anama.ans,
O kdwm freesa4wbrlanl atsvrasW beadpeW berghekaln eh coreact r
fi dw nil hep 1 hdwleaM Mro i dAdsmee ew shai b srrowd.
4 Wen No amoa g- tltanra w ue0. sect Shea b bond bat Is-t -• adpoN Met.
7. gads cl- ip Me aw bmow aib clad( M bd&V devices base - MI hay-am
I. May deed position ,"at May -r 1 ja.
a. Check ht upper wgsawd awe• «shoo head to mm "m It b In ke mead vMl
M 10-01. r k Is not In coded. RdoN ba*d der rimrd unM It I.
8. Chetk b w M MaD11DUS IrileFOea domtfg still, lehg M reaeg s¢e Leapera
INC.cosdY arMeg natbash -mbeem mdR ch dcrepftmemmu e
b.bwudk.WrlbtWpKed -ft W."b' ,C Check Mg."W. -k
ad- In mw a -that too- god sinwd Padka brmmwwc
10.rM ahabgklaul slime •Wear be.tlp mrktwlsbNky,checkb• OaM
. . rte Ph" hme b wbm yelled an Me dorg. Check to make atom the the
dedcem Ten adedh Oft IRIOg b M aaApero4- sectary Iaskwd b M Late; of
*a•A^fg eglpmaa Vhahp awrpa w UOK enk. see Ml they hhw been
pga•s"peaad, r? to,-
atbernama•nale. dmckbwtlat ad6csri
eai he -low wd b t1a11 the bbdhp aeowy b M forme 1pc SHORING DISMANTLING
Pmnrt.m sb.r Carl 11eg dahoatgtn bawuedkaae. Amald agwrmW
daaY•vAnand horatbpg kbpswd. VseieeW7dich anakio Bis peaty RLCJw•bd
tarWes w•etaroandaiiarw. vafMem h elemot pddsel M etuww ad M SNbg aTaflea
of MO...w
AMSWbAwdmsad •nyn.wkabbhµ iaLhs aPPPand tf Magpmwck -Sawa
)•dw ahodd b rr--d onik' aaooayh brwrwvbmM9 mrtbar. Thedimnftp dM
•vdieeldenhornb POk. hMawn- mendudhmeomwWmeadbMm-t
mo"wt bhaw. l i oflev lmm eesiwa b mrylakw M wPateg •aww b salt a
pant Mad the kma g- nlbMden be pored soy bobthe uaerrde or M conamtawel
aeawd b nest In wtah maws- by dM Nam rmng sWWgeent and M WW, we
ahowdbMcedbaeb -. F kwW wrhp dvahyeg a kes- G•paehDemw, ken
ane pwm- f-pats dloi daeronap urmmeq bmrW.
Lever.h."oortponemhasalermMr. Do sot dbpahEwcay- era -tb oaal
Its"hhpvybpeoaaaa dane9 b•mipnnwd.
TIE RESHQ,NG OPER,TION
FWtnitg b as d M nmd atrial apeoroa h Mnnhvoek owrwgtaNy, mMhahg pcowdtw
nna b d-pmd y ■ m+f W pa-n sal .pyrwd y M awiecVaghsrawma.
Esba a Less nor be trap toMWM M &*.,word wood to a PON WHO M sib takes Be
atAW PwtwwawaswM TM &*N*MU eanw HOW lm b• "hand M9 worse k
again "We -0 Me wMaWe Of M eab. M vie-,,M bole mahakg bebael note
bwrAV Mbw d M sbb tM b hd p w4myshomd.
Rera•np Y dews duce b arias m0hvansw d Mtn -mcaW my can M N•etA➢I•
of Me mnpteted mwbu"on baker wt- suds co datchn k Il* oar HOW cyeeted
apC. - - Me beds low ktpo..d by M additional caroh,rdn -bowl.
Who mhokg bbeep plead. rte aorotura- bwa.IhoW be pamated - M mW
Ea.a wm shaW be taw dukg a maheng y-tm Nam an upper slab beep pare Is
heavier M M sib bang Whew.
GENERAL ENGaEHIRG NOTES
7. AIy W-A daesg San sh d y PER lo OHbose sm pPwbd as a Sa Ace b ooncepamly
auekab Me •Osarbyd PER Pwaeb ady. Becaw PER data nil mmal)msMaa -n"or
pmbeaass, Omdm newly tlrroafer aemsPhWl appeal y0th-A b M mywubRyd
M asamrmkaegee PER drwagt bb oa+pars trwngs sTeeey tayim bcarutucbort
pupa - oortwta•Mh sal pwcI ads- sipmodabjsdws.
2. Tale t- 19 - bead - Fdx WIN t kwWad to PFAI by the baloaatThe gmdaahave
UmadOWWmaybuwh),b ck kwhg IOWeodaPik Ndch PERract FfinsK
Mdodbjy. few dgrnpa err Mbrhdad b Rsewe a Popwmmad ue d MpaGaead -d
yM .1b. uWrM dpae0 by"atellseyen- atamer,M tea-no eapalWRybM
awwaradorl awe M Oeoda y M asekemeranYwapeo -, oral M aOSMer apses b
idenranfy ad Mil PER he.rleta shin easpad barrycteena eta aAa:g h oamedn nAn M
n eglgawa d M rwcttn, nrYwranw a ue ci M tows y M sash a a y ohw porn
Oukg M rho MlMgooda- Wood b a wd yM wrnr.
B.TorosbcahesaMsorbssymeMybemabp fmo Pry esdbn adf dM9mt
skean m fnw dmvips aordonhu b r low, w0wr nil bceA codes and for 4, M
aoanosd kmb deteb 'do wbbe.
4. PER coral nor pEriw a Ida RebWd- Mw dwskga Those was not toppled by PER
afb00bwiled •otaap lodtmrnp Mike ylarmeadbuwawtpplet lM noel
S.Th O.bRynowe"altpwbwd dhw kPA04bd ,taw mwt
s. Tor PHa 6gbh•swg Oep.dmmi ma ee etnwaed adore emmmadM wiled h • nwnwe■w
Mn -Non -Uwe ta+bOO.Ods M EnyWkg Dspwbrodr wdrohmd b mks dAahga.-
0aw eery.
a, bTeMwaaidfkrsorb■TwntwwadJ. Cad,a,ai nyoeekabMhbelu"am.
pbamcend, oral abtcur tWSky dwct wm
7. t0 th Papwal NNW hdhavbf, PHa ewe net kwhiwmood b awlaMSnil hna•le -.
pddM bmg yep of PERT Thewtam -STEW y.
S. N drawtpa w pspwy d PER FORNNDRC SYSTEMS, Inc, M
They gonstewdbM Osch 1. TW of Moonada, pried „M kM back N6WYgs
saW nilbcached bwyallwpaty.ahotApeo entusEetrafandPERPOR AXOMM
SYSTEMS. NC
r. Anydegrbn In at ah pea, k -Mw deMph oral M Gred tbba sMe mow PER
FORT ORG4 SYSTEMS, Nc. rEOaryneyTaobiy, YMy orstereo b daroLOa wwd(rg b ay.uh
de ferJn.
10.7+m wsa.mrrw dPhlsa davkgs, 9awskd y PER PoRASaORI SYSTEMS, IO
SW My a-n Mhd by M wghwra d -not arty ft PRELIMINARY STAMP,
77. f app"csOFe, Eeommndee paalwa dM 9wwtlbg 8adrg nil f«mg ahmalle, the dtwtl
be biomed. (mew fen Pegs frpTtleer)
72.Alapupe"wpp- dy PERFOFWWOWSY37EW NCnoelbu dhww4-vinM
emepmd yadlwkanw w shoe In Me aeonpnybg berdus.
13. The do" of conoeke used in Me dept Is 150IW B
14. The M bad used In Adapt b 50 berm Tsar aheisra noted
DETAIL 1
OT 24 STRINGER
ASSEMBLY BOLT MPB 241N SLOT WITH CLIP
SECURED UNDER BOTTOM OF CROSSHEAD
AT EACH END OF EVERY BUTTED MPB
STRINGER. MAXIMUM ALLOWABLE LOAD
EQUALS 8522 L.00. ren-r, nom..•\•... --
DETAIL 2
SINGLE BUTTED MPB 24 ALUMINUM STINGER
ASSEMBLY BOLT MPB 24 IN SLOT WITH CUP
SECURED UNDER MULTIPROP TOP PLATE AT
EACH END OF EVERY BUTTED MPB
DETAIL 3
DOUBLE BUTTED MPB 24 ALUMINUM STRINGER
CONNECTION DETAILS
SIDLE pQeTSH 3WwfETYr LC
TOP POSITION NOT USED
n.rkd pesos
0. DO NOT ABUSE OR MISUSE TIE S!OAM ECU IP ENT.
A. R,mlmrrMed by SCAFFOLDING. SHORM AND FORM INSTITUTE
9. INSPECT ERECTED SHORIG, (a)nnaerey pate congest plwemnt p)
dunganodepleamedadsMevbetit - taste,ad(c)./ter -ceb
tltlrb MmapdubaydrwybyeR ad usu b.sdwnmpy wA MblePMhp
pb-.- ung -Minx
CAUTIONI IT IS DANGEROUS FOR PERSONNEL TO BE ON GUARDRAIL SEE
DON�U N
mrlannwt Baas pT10eb•ssdticT a0 de•V••d b pranob taley h M ewdn, drmnyig wd
2X6 LUMBER
END OF STRINGER. CONTRACTOR TO
O.
u -dahhe porroag. Thwgufeae- nalra4ra.ln.mrm feY wppae atykw
oMrd®orTr Wryad Peolfu- 7tmwoaea b cowrluW aunaulmnDOO,u. f Mw
p+de■W maen■arrywh wryam.Patwcw .tech «tm « atataaasagoK- se.lax
: NOTE: IN CALIFORNIA 42' MINIMUM TOP OF RAIL HEIGHT
c
O
Ui
I-
mp ikYt. aMdduw« mpAr- ahr.tp«a•wUawgawbwaWkslWbM
REQUIRES 2X10 LUMBER INSTEAD OF 2X6 LUMBER.
DOWNS, 4) TABLE- IZATION, 5) OTHER STABILIZING
OFZ
- W"Mydaa- ernpbyme ■w Dab coney alsleaslt ad sate lob blaMedjseMe ad
htlown R
AND LOADS BEING
a�
I.WwaWawteloot« Rasa. uu .aota... Saw nn.w�;ngbagrF«t.nahg
BECAUSE OF ITS HEIGHT THE 2X10 LUMBER MUST BE ar/s
L
E CHECK TO SEE THCTAM CLAMPS, SCREWS, PINS and A ahrpwponnr -h
WIRED BACK TO THE HANDRAIL POST SGP. at O
C
$;
F. WAKE CERTAIN THAT ALL BASE PLATES AND SHORE BEADS ARE IN IRA
7. POSTTHE3E 9HIOfaNG SAFETY GIADERlE$)n • torwpbuaTa pbce ekW b
1
0. IF MDIORQED CON ORM EOIAPMENT IS TO BE USED. be ue ha Podrhom C
sus ever pwwa NE wea,emrmaue rmeg- awmdtaw
t CD
m
2. FOLLOW ALL STATE, PROVNC M." LOCAL AND FEDERAL CODES.
ORDINANCES AND REGULATIONS prlik hp loalwhp.
3. SUTVEYTHEJ08STTE Aswr•yyamaaadpn.m NaebmdedH
job do bhedft such w Ia"wtpsd •■eh M, dkdeadebi, hj/I Lamm
rl
"M.P,g'Wed.pN'prWetlerherdota cca t to R- s°°Idlb"e
O O O O O O O O O O
Id
YWAd be mwded «•Wiled w noted leM tlor-dons.
4. PLAN SHORING ERECTION SEQUENCE In wha,a oral aMsh roewry
HANDRAIL HOLDER
amw eplignem In. - Frdh Marc Saiy.
S.MPECrAUEDt11PUeg BEFOFCUSM. NadrW aey •rpprodeWk
SGH BEYOND
emtcwwy. Wadweinalywy. Makkatptmddecto*,tansm -1
bra
0. A SHORM MAWROG ptywe by a saran msad b ah.ya Me b.*V
SECTION Al Al
In--
kanded HOW carwkHrd N7h M mepdatwrl aa0mrlaWd s -rMdg
NOTE:. CENTER STRINGER DIRECTLY ABOVE
MULTIPROP AND TIGHTEN BEAM STRAP UNTIL
FIXED CONNECTION IS OBTAINED. T
MULTIPROP STRAP
bed..•ter e. Tasa - M pert Inca
7. ERECT. DISMOIT E OR ALTER SeONNG Ira, udwth• sgaAdm of
n.rkd pesos
0. DO NOT ABUSE OR MISUSE TIE S!OAM ECU IP ENT.
9. INSPECT ERECTED SHORIG, (a)nnaerey pate congest plwemnt p)
dunganodepleamedadsMevbetit - taste,ad(c)./ter -ceb
pb-.- ung -Minx
CAUTIONI IT IS DANGEROUS FOR PERSONNEL TO BE ON GUARDRAIL SEE
DON�U N
SECTION At-A1 -
n.IEESHGRt[G EatoLlEn[- ybw.Papowa „,.pbr;wtrw C
END OF STRINGER. CONTRACTOR TO
Y1*nd" Use PmW took W`ainsh•ngsPkrwa C
CONSIDER METHODS SUCH AS 1) SPAN VERSUS
12. ERECTING AM DISMANTLING OF SHORING mma -good physic
c
`NOT 4ESHORI S
AND FIXINGSKYDECKPANELTOMAINBEAM,3 TIE
SHORING SlarbePeace+'vnd• A
DOWNS, 4) TABLE- IZATION, 5) OTHER STABILIZING
B. USE MANU h
METHODS PREVIOUS TO PERSONNEL A
htlown R
AND LOADS BEING
C PROVIDE AM MAINTAIN A SOLID FOOTING bdikod •Iw*m basePwwr• O
ON THE CANTILEVERED SIDE OF THE STRINGER
a�AM SNORES aS�ASTHEERECTIDNPROCEEDS .RodpnbaP -I P
POSITIONED AT THE SLABS EDGE.
E CHECK TO SEE THCTAM CLAMPS, SCREWS, PINS and A ahrpwponnr -h
S CLOSED OR ENGAGED POST ON,
F. WAKE CERTAIN THAT ALL BASE PLATES AND SHORE BEADS ARE IN IRA
CONTACT aRn THE FOOTING BILL AND FORM MATERIAL-
0. IF MDIORQED CON ORM EOIAPMENT IS TO BE USED. be ue ha Podrhom C
CUP SKYDECK PANELS TO MAIN BEAMS
IN LIM _.
K FOR STABILITY. SW
40W SGLE POST SHORES SHALL HAVE ADEQUATE BR CNG
Po Wed h MbpkuRUttenw -rWQepandeactlaR. Bexkg sMalbe hstrw
w Mshoos .brg wale.
1. DEVICES WIICH ATTAOi THE STABILITY BRACING that be wausy boated to
Me abgls pod wore. .
J. DO NOT USE SINGLE POST W40FES MORE THAN ONE TIER HIGH Where pasta
dew Mhelhwem a ,I-d comethesypin
K AIBTMEM OF SINGLE POST SHOWS 70 RAISE FORMWOW shad not beHroes
•tr -l"O' k h paw.
L AVOO EOCEMPoC LOADS d4 UttEADB. AND TOP PLATES y wnaiq sakhgws
-I wa mm.a TABLE CONNECTOR
LL USE SPECIAL PRECAURORS.nw Nang flan orb amp- a.[-
ILRESIORMG ._c rhemdallstopaabnshbnamak;oonvaq rty,a..1i
Pacetaw met be d-prod by a mead swan and appmwd by Me
adeem'enIII- of BOma-
O.DDNOTBAC OFF'ORSiRP POST SHORES -tpmbwauhodyiis0-
P.USE LUMBER SFRESSES aenikid vM •Pa type.- Onnhdion d adeele kerber b
be,-& U.-ybnba OUishgaodmals.,
SAFE 286=n FOR ERECTING A M M OF FRAM SHORING
R-dad by
SCAFFOLDING. SHORING AND FOMM INSTITUTE, NC. L SCAFFOLD INDUSTRY ASS00ATION
■.rte b M a.paatlryd r w,p�q and u.ae b Rd HOW conpls rslt M
rebwi'g norm- anetgWC.m.e„dHw&rp- wmPwtmi.dyhMwa -, 'lam•• DOWN
dkmampawwdfraumm,n Thav eeitwaamtaa tNGheke -wft•y
«apace ofw aadiwtsweryaw prwaa -rp rweunm b oavw uwi oruuw+i ('t
mMbna rM- pedahwswdklhsay e•y vLl ay alele,pmvRlGN, bd «fd-I REVIEW OF STRUC
ataa4e agownhetd apdd'dL S.b.ranra wpYwn dulstp -aw enw gWm1. *,TIE
leend" ndalA. rob pi EPAREDBYSPEC knoMedg.ebi neA.W- anharmtA raw «roadsaweagovewmralapabrre jR„�ir pwddng b a- Mwhg.
XCEPTION TAKEN
A. POST THESE SHORffiRG SAFELY GBDEi.INE3 h ■ wwpkvaa pace «a be NO E
sue eta r penebms who -14 asnads waas a1WRg -awed Mm.
S. FOLLOW ALL STATE. PROVINCIAL LOCH. MID FEDERAL CODES,
C. OOMMMCES AND REGULATIONS pwWg to .haMp. MAKE CO R
REC17ONS SUITVEYTHEJOBSTE Awveybyf N ATED ❑
pb. wbn�. d..., nAwaanpw .MRl+er,a�w,.daaa,T,g,[w.b, REJECTED RESUBMIT ❑
w asde
eed- LOedopaaw aw am -,h .Was GOndMCra. Th- ---Sd-
alETlf b opesaed «avoad- noted h M Mmkg aedw
or.
D. PLAN $IIORNG EtECT10.V SEOUflDE hwrsooa oral upset once -tags
E. almwrb t'Lt ice. co. pwMwaa aift yN. e.a W aey.Submed ha a
DATE:
NSPEC TALEOtMWBEPoR
eyaefewv.hanyey. REVIEWED BY
M" 0W SCOPE OF REVIEW
F. A SlRORaG ORAYYIlG pwpaw y a pea- maid bwayLe M m.dnp
h,a,,,,a„awwHew,,, 7th ,Mn.w�a.�.,.aamt»dd„ea,n,de,9 CONSISTS OF:
bew.Nrbtwd- M)melrwaa I-
THAT THE SPECIFIED STRUCTURAL SUBMITTAL,
G. ERECT, dSMAMtE as ALTER SHORING Oily -awM wpwvienda HAVE BEEN FURNISHED.
H. OD NOTl�letM OR NSSE THE SHORING. EO APMEW. 2- THAT THE
LBaPECrEREC,®3H (a)h�a.yPbbacta.n".omn`M) SEgI,EDBYAFLOR SUBMITTAL BEEN SIGNED AND
cargoonReapleawmdadwblerbabg-W. adlt)ra�w. REGISTERED PROFESSIONAL.
scorned - CHIks"rtal 3- THAT THE SPECIALTY ENGINEER
J. (EVER TARE d/AN[CESI F IR DFHMT REGARDING THE SAFEttiORIEE
OF TESHORNC%CONSULT YOM SHCRIGSUPPLaL OUR IN'I-,iEAjT I USED THE SPECIFIED UNDCRIT OOI
K 1ISE SHO RAKi EOUPM -W army f «M prP - -ah rya brth peas (NO DE
s
hWdd. laepraperkmb vtan hdeaep•pfpnwtL TAILED CHECK OF CALCULATIONS WAS"
G ERECTING AM DISWMUNG OF SHORING rapier. gew pnyrw PERFORMED . I
ewdtw. myVWbydaWa°tyala,SWW " awya"" "ores 4- THAT THE CONFIGURATION SET FORTH IN THE
khprd hnYwi'b7 dmgsa any rhwwbaawep. .y.�. k�r
Moo HOT LSESaaIaMSYS1BISIaYpMed- SN THE �T� CONSISTENT W�HI
II, GIlDEt1tE3 PoR ERECTION AM LEE OFSHaDRNG STRUCTURAL CONSTRUCTI0 GT24 JOIST
A. WiWDEMDMMRAINASOLID aft -0 /1fi Tea orb aaRbby Moe tlnorg O CHECK OF DIMENSIONS WAS HOOK
ale VIsaAND MAI TAWA O d«OyMg Mnekvl7em d -Ipllow witrod
8.A" ALWAYS USE PLATES. Whensborcrib"mweabwplimse xCEPTAT INN EFFACE AREA : STRAP OR EQUAL (TYPICAL)
n..t be oawmd an dew.
C. ADAJSTING SKEWS SHAD. BE USED to a4al to ammo pale mt>tina 4930 S. W. 74TH
M4rd.% tl aaewwpeloete war, Me T�emnendod he" terdesign bad
0. PLUMB AND LEVEL ALL 91ORM FRAMES - M mama procesdA lO
NDTh.ce hew - lanes -bwlM Ldp bows uUpPya R w.i
be GG
t trod, MYniah d sbokg low. pketbw01w1. r , M 3315S
E. MAINTAIN GRI Calm
THE SHORE FRAME SPACINGS OR TOWERHEGHTTS -doh
- MaAOdngdmrnp kMawjab der oorrabm wMUadsvl■Ibw"a la Os� O O
'hoop draeehg. pnsull a mafled peon. 259
F. IF MOTORIZED CONCRETE EQUIPMENT Is b be Ued.be s -tWM +•+.•- wn..���, '
"ng lryaAl- ben desped bwtell fill puprnwi HOW Bath adk
noted -Mbytes.
G. USE CAUTION WHEN EFECTING FREE-STANDING 70WEFM Pmwi
gppkg byW41g a hmtkg Nan heiWeaeeds 4 ore M rtrdeunb-
da.ndon
K GIVE SPECIAL OONSDERATIONTOMPORARY LOADING. AssmW-
mbar, naaa memjpnwd Is to be abbe Menpoay may need bb
s6whghwwd b trod fm -bade.
I. DO NOT DUMB BOSS BRACES w•Pawaxeta emiprrhrht
J. USE SPECUL who Mad, kanateaWpedwaacea.
K SHORING LOADS ARE INTENDEDTO BE CARRIED BY VERTICAL LEGS.
Hbamdaaose, 0- ylamA• sp•dawaiambn. Canway -elbag
apple bakamble mods - hoimuW owrfam,
M. AVOID ECCEHRIC LOADS- Ulitda, h plebs •d akdrmftm by
mash wWwr coeds - ew.e mne•m.
1I. GUIOELNEB FOR DEMANTL9R: SHOR«4fi
A. DO NOT REMOVE BRACES OR BACK OFF ON ADJUSTMENT SCREWS HOB TIE DOWN
Pyeraagofy le Lon.
B. DISMANTU W EQUIPMENT sNO-b abnkpwd In s psmw naHw■d
dekb•sed Id add cananbred bads- Me patay cued Amnekee.
G 115E PROPER ACCESS EQUIPMENT to to daronc ow-.
ng p
D. LOWER SNORING COMPONENTS In a ace mew. Do not dim or
Maw comp -ants as sa corm maA h hp.p b psm -ael adtmspp b
aptpnwd. .. I � i
13 1
N. W$40RMG
R•wng le aee d... opasew In Iornre•a stn -a-ly.
Wholes pmwm.e rest b dwVwd ya qu~ prate and epprmW byM
dsaadt-
The- erry gudekPw admdt w>ma oombt ases• Pmwuwbaafey
encig, dbnetbg and uig Arm tlsig sS.ymeL 3LHCa wd➢m -taM s okg
aY•am slea mfeerEe new eieys bmW b M hahnmats Mhd pbwewedM
appir ancilar- deckaad Memomant. SNC.a6041codtf- aa/wry.adw
beyond M tenant of Me Sadfckag. Swig S Faodigp batabs ed M Soadked
IMRyA. -I bon, ads and popraeof O*gp -d Is Me wa mp -WRydM
enpbrywrad
,6. Al.hod •Sdpmrd Is b be wed" In amadaaa wish r appwtle Wey stead■ds
aW Mgaarseam.WmI dMCSASadbd S2a9.7.Ad•OSAadM
SWIAAV. Shoma HOW FwPhg Wwla. be-
Details PAW be au•aglp nw btnYWerr beds In M paTSW -mad wmsdng M
.lovable bwlkg p0sa.e cihe sot.
17. Ad abating ayaeem hero been deswadvth n. matemom mr 1. 1.
Rbrwd POW Tad nosnwe rm such msbdnt •aN., R k M mdaf
mpwlebty, b PaW aReitnl WOW appal
, L Psrrokte SOPPtg of C n Me may rid eatwrAa dNaccon of coname stabs met
beam.NsIt and mahoagb Me mpobray of ;s- nk•eer.
19.Nan."and roh0g•m -oi- peat be pap•t•aahed and wd *Ulbad
brave coroab pkcwr*M
20. Ths contractor Is In bane Sorb NMM Hy brCOnpbnw ash Me sdalyapiwnam
far bb-.k dung •wcbn. &-di g, and flying dew.
TNRERAaPPLYWOOD NDTE3
21. Pyvood deign Is based - American Plywood Assaalbt technical data (Pyww!momma•
Famg Bbdnn rote -MIL LOOM d aaoa plea- pwp•mdtuir b Me appai. Pyaew
OMMn ohobwammapex VAmwibrFkwdom3f,r objWbwdt kommnma
and d f cbn Willed In FlM.
22.Taab.r w4aaWn ad rapt WWO -bead - mead slow e-k eni g to MAnarean
eeftnooa aw-a"14 0. k"wftY P,eaa. + da ded 20.70 Was 8 r Dyakve d 4
Camera69mmtaeeud5adsds errtlwaslDelp, apet%c The 196, dRd Raved
lbeanbw,1,70. Maoktrse oaresaswmd rolbwhatw 79 %.TM tidwfsbeawkt- leefErnw
wgPabm ad -bead - M keargakrltand"W vans. F70pwbta -b 13.0sa Fk.
Latdt Nb.1 ea•- hadad IMV eft dtaarod 2' bP tact y f aw v dW d**Adml ran • 25
k._ bona[ dead - bang ..
SHORING NOTES
7)Tk•Ow- nvaWb•.ory Wpennibhevehg aoEwiag.M.W pamPmag Mawnwow owhruca -n
acoadenw M AQ 316. AO 347 oral ay der bwkaleu a k+deti eades, adnarcea w aspiarw prabrg
OWN end rcmag. Tikdswaadhwn l0 347- Raw:H.i 22.3.1 Saga- brakaanbl madA
2) Sao -Typical Codes and Beatty GWftin a'. 1. SINGLE POST SOW SAFEW RILES. 'SAFE PRACTLIMS -..
ERECTING a DISMANTLING OF FRAME SHORING' end "RECO1/AENDED FRAME SORND ERECTION PADCEDU�at
moo -ado by,CIF WLD9Xi. SHMNO AM FORMING INSTITUTE, NC AM SCAFFOLD tDl1STRY ASSOCIATION.
Tor- mobs- IIL«Wad n • gTtldre MPM badaq Mdbm n rbag a- bier Wanam d r M
pideam snakedys•••.hfW M•eg teascup Isarbfoetasw mntidie d'sona"M
smMWeht'd PERS MRC Mdjpb o0.pP- raadonlea wtel9)Sd m•Mtrng haw dawscbm
Mawb•mwwpa MbapplwP -b Mp.tlaraa
1 • -3� [40.001
MAXIMUM
ll
r-61' [230.00)
6-[15.241
MIN
SECTION A -A
CAUTIONI IT IS DANGEROUS FOR PERSONNEL TO BE ON
CANTILEVERED END OF STRINGER, CONTRACTOR TO
CONSIDER METHODS SUCH AS 1) SPAN VERSUS
CANTILEVER RATIO, 2) FIXING MAIN BEAM TO MP PROP
AND FIXING SKYDECK PANEL TO MAIN BEAM, 3) TIE
DOWNS, 4) TABLE4ZATION, 5) OTHER STABILIZING
METHODS PREVIOUS TO PERSONNEL AND LOADS BEING
ON THE CANTILEVERED SIDE OF THE STRINGER
POSITIONED AT THE SLAB'S EDGE. c
C4
1
V-3t [40.00)
MAXIMUM
Xo $
MRK 296
J
SEE DETAIL 4 ABOVE FOR BEAM
STRAP CONNECTION TO STEEL
CHANNEL. ALSO SEE DETAILS 1, 2,
AND 3 FOR ALTERNATE STRINGERS
AND THEIR CONNECTIONS.
i
L ELCWANNEL
STRINGER
DETAIL
STEEL CHANNEL STRINGER
STRAP
THIS WEDGE MUST BE C
TOWARD BASE SLAB OP
MAT UNTIL TIGHT, DO N(
"BOTTOM' OUT WEDGE.
NOTE: BOTH STRINGERS MUST BE LAPPED ACROSS
ENTIRE CROSSHEAD. STRINGERS SHOULD RUN FROM
INSIDE OF CROSSHEAD AT ONE END TO OUTSIDE OF
CROSSHEAD AT OTHER END SO THE LOAD IS BALANCED.
IN WIDE POSITION
HEAD IN NARROW POSITION
DETAIL 5
MRK CONNECTION
TYPICAL SINGLE LAPPED MPB
PLAN VIEW
SECTION B -B PREFERED
,
f t
WHEN STACKING MULTIPROPS WHEN STACKING MULTIPROPS
HANDLE MUST BE ROTATED E X -X M12)(40 N 601 GALV. BOLTS Z-Z
DOWN UNTIL POSITIVE IF
CONNECTIONS BETWEEN CONNECTIONS BETWEEN
PROPS IS ACHIEVED.
STACKED MULTIPROPS MUST
BE CONFIGURED AS A TOWER
AND CANNOT BE USED AS A
SINGLE STACKED PROP.
CONTACT PERT ENGINEERNG
FOR ADDITIONAL
INFORMATIO11I.
SECTION X X
SECTION Z -Z
STACKED MULTIPROP CONNECTION DETAIL
W -8r [296.001
6'[15.241 DE ND. 310604
SAMUEL E
SECTION B-B FL P.E. 342 5 P.E.
EXTERIOR SUPPORT ❑ IRWIN J. BENSON, P.E.
FL P.E. #49758
❑ TFIUY H. HUYNH P.E.
6' -24- [190.00) 1}' [32.00) 1l• [32.001
N
Ate.
K
HEX BOLT HOLE LOCATIONS
PER EACH MULTIPROP
BEAM WALER MUST BE BOLTED TO
MULTIPROPS USING HEX BOLT M12X40 MU
DIN 601 HEX BOLTS ARE REQUIRED FOR
*- 4' -11' [150.00) -* EVERY MP EA WALER. (4 PER MP LOCATION
BEAM WALER DETAIL
FL P.E. #60122
DANSCO ENGINEERING, L.L.C.
P.O. BOX 3400
APOLLO BEACH, FL 33572
CA 25948
f
8:7 I
Lm
,6. Al.hod •Sdpmrd Is b be wed" In amadaaa wish r appwtle Wey stead■ds
aW Mgaarseam.WmI dMCSASadbd S2a9.7.Ad•OSAadM
SWIAAV. Shoma HOW FwPhg Wwla. be-
Details PAW be au•aglp nw btnYWerr beds In M paTSW -mad wmsdng M
.lovable bwlkg p0sa.e cihe sot.
17. Ad abating ayaeem hero been deswadvth n. matemom mr 1. 1.
Rbrwd POW Tad nosnwe rm such msbdnt •aN., R k M mdaf
mpwlebty, b PaW aReitnl WOW appal
, L Psrrokte SOPPtg of C n Me may rid eatwrAa dNaccon of coname stabs met
beam.NsIt and mahoagb Me mpobray of ;s- nk•eer.
19.Nan."and roh0g•m -oi- peat be pap•t•aahed and wd *Ulbad
brave coroab pkcwr*M
20. Ths contractor Is In bane Sorb NMM Hy brCOnpbnw ash Me sdalyapiwnam
far bb-.k dung •wcbn. &-di g, and flying dew.
TNRERAaPPLYWOOD NDTE3
21. Pyvood deign Is based - American Plywood Assaalbt technical data (Pyww!momma•
Famg Bbdnn rote -MIL LOOM d aaoa plea- pwp•mdtuir b Me appai. Pyaew
OMMn ohobwammapex VAmwibrFkwdom3f,r objWbwdt kommnma
and d f cbn Willed In FlM.
22.Taab.r w4aaWn ad rapt WWO -bead - mead slow e-k eni g to MAnarean
eeftnooa aw-a"14 0. k"wftY P,eaa. + da ded 20.70 Was 8 r Dyakve d 4
Camera69mmtaeeud5adsds errtlwaslDelp, apet%c The 196, dRd Raved
lbeanbw,1,70. Maoktrse oaresaswmd rolbwhatw 79 %.TM tidwfsbeawkt- leefErnw
wgPabm ad -bead - M keargakrltand"W vans. F70pwbta -b 13.0sa Fk.
Latdt Nb.1 ea•- hadad IMV eft dtaarod 2' bP tact y f aw v dW d**Adml ran • 25
k._ bona[ dead - bang ..
SHORING NOTES
7)Tk•Ow- nvaWb•.ory Wpennibhevehg aoEwiag.M.W pamPmag Mawnwow owhruca -n
acoadenw M AQ 316. AO 347 oral ay der bwkaleu a k+deti eades, adnarcea w aspiarw prabrg
OWN end rcmag. Tikdswaadhwn l0 347- Raw:H.i 22.3.1 Saga- brakaanbl madA
2) Sao -Typical Codes and Beatty GWftin a'. 1. SINGLE POST SOW SAFEW RILES. 'SAFE PRACTLIMS -..
ERECTING a DISMANTLING OF FRAME SHORING' end "RECO1/AENDED FRAME SORND ERECTION PADCEDU�at
moo -ado by,CIF WLD9Xi. SHMNO AM FORMING INSTITUTE, NC AM SCAFFOLD tDl1STRY ASSOCIATION.
Tor- mobs- IIL«Wad n • gTtldre MPM badaq Mdbm n rbag a- bier Wanam d r M
pideam snakedys•••.hfW M•eg teascup Isarbfoetasw mntidie d'sona"M
smMWeht'd PERS MRC Mdjpb o0.pP- raadonlea wtel9)Sd m•Mtrng haw dawscbm
Mawb•mwwpa MbapplwP -b Mp.tlaraa
1 • -3� [40.001
MAXIMUM
ll
r-61' [230.00)
6-[15.241
MIN
SECTION A -A
CAUTIONI IT IS DANGEROUS FOR PERSONNEL TO BE ON
CANTILEVERED END OF STRINGER, CONTRACTOR TO
CONSIDER METHODS SUCH AS 1) SPAN VERSUS
CANTILEVER RATIO, 2) FIXING MAIN BEAM TO MP PROP
AND FIXING SKYDECK PANEL TO MAIN BEAM, 3) TIE
DOWNS, 4) TABLE4ZATION, 5) OTHER STABILIZING
METHODS PREVIOUS TO PERSONNEL AND LOADS BEING
ON THE CANTILEVERED SIDE OF THE STRINGER
POSITIONED AT THE SLAB'S EDGE. c
C4
1
V-3t [40.00)
MAXIMUM
Xo $
MRK 296
J
SEE DETAIL 4 ABOVE FOR BEAM
STRAP CONNECTION TO STEEL
CHANNEL. ALSO SEE DETAILS 1, 2,
AND 3 FOR ALTERNATE STRINGERS
AND THEIR CONNECTIONS.
i
L ELCWANNEL
STRINGER
DETAIL
STEEL CHANNEL STRINGER
STRAP
THIS WEDGE MUST BE C
TOWARD BASE SLAB OP
MAT UNTIL TIGHT, DO N(
"BOTTOM' OUT WEDGE.
NOTE: BOTH STRINGERS MUST BE LAPPED ACROSS
ENTIRE CROSSHEAD. STRINGERS SHOULD RUN FROM
INSIDE OF CROSSHEAD AT ONE END TO OUTSIDE OF
CROSSHEAD AT OTHER END SO THE LOAD IS BALANCED.
IN WIDE POSITION
HEAD IN NARROW POSITION
DETAIL 5
MRK CONNECTION
TYPICAL SINGLE LAPPED MPB
PLAN VIEW
SECTION B -B PREFERED
,
f t
WHEN STACKING MULTIPROPS WHEN STACKING MULTIPROPS
HANDLE MUST BE ROTATED E X -X M12)(40 N 601 GALV. BOLTS Z-Z
DOWN UNTIL POSITIVE IF
CONNECTIONS BETWEEN CONNECTIONS BETWEEN
PROPS IS ACHIEVED.
STACKED MULTIPROPS MUST
BE CONFIGURED AS A TOWER
AND CANNOT BE USED AS A
SINGLE STACKED PROP.
CONTACT PERT ENGINEERNG
FOR ADDITIONAL
INFORMATIO11I.
SECTION X X
SECTION Z -Z
STACKED MULTIPROP CONNECTION DETAIL
W -8r [296.001
6'[15.241 DE ND. 310604
SAMUEL E
SECTION B-B FL P.E. 342 5 P.E.
EXTERIOR SUPPORT ❑ IRWIN J. BENSON, P.E.
FL P.E. #49758
❑ TFIUY H. HUYNH P.E.
6' -24- [190.00) 1}' [32.00) 1l• [32.001
N
Ate.
K
HEX BOLT HOLE LOCATIONS
PER EACH MULTIPROP
BEAM WALER MUST BE BOLTED TO
MULTIPROPS USING HEX BOLT M12X40 MU
DIN 601 HEX BOLTS ARE REQUIRED FOR
*- 4' -11' [150.00) -* EVERY MP EA WALER. (4 PER MP LOCATION
BEAM WALER DETAIL
FL P.E. #60122
DANSCO ENGINEERING, L.L.C.
P.O. BOX 3400
APOLLO BEACH, FL 33572
CA 25948
f
8:7 I
Lm
STACKED MULTIPROPS MUST
BE CONFIGURED AS A TOWER
AND CANNOT BE USED AS A
SINGLE STACKED PROP.
CONTACT PERT ENGINEERNG
FOR ADDITIONAL
INFORMATIO11I.
SECTION X X
SECTION Z -Z
STACKED MULTIPROP CONNECTION DETAIL
W -8r [296.001
6'[15.241 DE ND. 310604
SAMUEL E
SECTION B-B FL P.E. 342 5 P.E.
EXTERIOR SUPPORT ❑ IRWIN J. BENSON, P.E.
FL P.E. #49758
❑ TFIUY H. HUYNH P.E.
6' -24- [190.00) 1}' [32.00) 1l• [32.001
N
Ate.
K
HEX BOLT HOLE LOCATIONS
PER EACH MULTIPROP
BEAM WALER MUST BE BOLTED TO
MULTIPROPS USING HEX BOLT M12X40 MU
DIN 601 HEX BOLTS ARE REQUIRED FOR
*- 4' -11' [150.00) -* EVERY MP EA WALER. (4 PER MP LOCATION
BEAM WALER DETAIL
FL P.E. #60122
DANSCO ENGINEERING, L.L.C.
P.O. BOX 3400
APOLLO BEACH, FL 33572
CA 25948
f
8:7 I
Lm