HomeMy WebLinkAboutCONSTRUCTION PLANSCANN60
By
IRt 0 t Folios PA14*
III Fabrication "it be in accordance With U )CIA d act[ 6 In
Compliance with the appM�ablo sections, tagazo dex rul t
Sit requ rimen a
and allowable stresses oi the latest ecliti'6n OF ihe "AWS ftrucwra)
Weldirk
3 01,)". UZA!s manufacturfrq Oroaad�e6 have been
Corti I
Reforen Certification bers,
SASAC.I. OWIl
FA-321
MlArll-PADF COUNTY flee's
14owl on U.-A.
Ind(larta; (For goam anq Column). 2S"R
Indiana eFor IikI1914 Frame) 2SSPP
hiclialo (For j.�ratahi i;olwn) 2SWI0
A1.6r trivs
.,,, COmItifl4atton Pior Metal 5uild
Meml�er M"
12 MATERIAO AM 010IG"1110" MINI
wide Fla6ga Sbapps A512,or ASS2 Fy . t4.,
Other Fa4lied miji'Svioss A36 PY -
otructural Steel Plate (W
.9Ps/COrAfoticno)0 A101t,45M, Arv,�5 FY -
otrilowral Steel Plate eFlanges) A521S 9.R A512: FY -
Cold RprMed Lip Ill. aajjp�shapao FIT -
<�Abla "Clingi Extr4tH
IR,od wa�fng AS& Fy $4
ftor an4l Wall $0voking AIS2 FY
kad,ilr4i 001to AS01 FY 4
141& $tiI+n9th ekilto Cla"O to 10� A325-N FU
I . 41gh W th Mwqlto 0 l/aOO to I- WOO) AN5.14 FU 10,
T9yt ?if " A3S Fy �A
462;hor 6 P4144)
Asa. Gf!ADE 5 PY so,
�F;Iff TjE III AW0,.0RADE J5 FY -41
Shop pritner paint is A nist Trinibitlys primor which meets the end
perrormaince or F.Pdaral Sivocirication TTI-1--6040 And 16 O�$Wb Rad
Oxide 0 hio paint it, not int#.rlded Fpr long torm avp PsUre
to the V_s.A is �ot reap onsible for ang claterlor4ition
or the shop prloiir paintts a raWlt or ImpWPor.h�i.nClIinQ orldtrcrI
I
4toragq.; UZA sFipll wt*lps 4rig field applied
paint al�Cilcr coatings. (Soction A;SC Code O� Standard Practical
.4 g3ALVANIZEQ OR $PECn 5t TJWQS�
08a Con"Ct. Document rd ref.�noto On the top right hand of this paQ&
.5 ;AI-L gQ:Tr, Ater WOO x &.10 A?iol F�!(C.Ep_T,
a) Eave ptrut connection w in-0 01.1 L,4? ASO-i
�) Endu4111 rafter spite& -:S,/5rO V-1 514, A525-N
4) Endwall column to raftf ccnne�tlorl - WOO x 01-1;/4" AXE,-N
fu min r , rarne coiywctlort� - SE15 r-Ross SECTION
NOTE, wisinsrs arip not sup
piled unless noted othamloo on drawing
it, $�N5 QQLT TIG14;ENW, 39QUIREME
Ali high ttrongth bOU ar� A325-N urlao$ 6paciricallq noted otherwise.
Structural bolts shall be vshtertect " the turn-of�tho-nut method in
accordatilAot with the tth 0dition AJ_4r_ osioe4ifleatlon For Structural Joints 11
�*25 or'oA4W E�olts". A�25-14 b6its are supplied without washers
Woes otherwise iwted on the dr4wings.
All -bolted connections unless noted are designed as bearing t9pe corme
�ItA bol� threads: not exclu,:;ted from Ve sNar plaltooI
ri CLOWS� fime& ruwISPEo FOR APPLICATIM,
NsICE- Vnder roof paneis at eaoar
OUTGIC>E - Setwoen andutalt panel* And rake Vint
�Irdor c,:�ntlnuouv ridge vent 6k!rt.i
La 61REC TlCN NOTE,
,�Il braclog, strapping. 4 briciging shown aild provided bg USA for this lot
ie
quired And "I] be Inbtalle4 " the oractor as a permanent part of the
it additional bracing is reqvirod.TW stabilitg durfrie erection, It "It be 0
orectoeq rasponiliclllt� t�) daterlill" ths �ImOunt or Ouch bracing Ord to
orocure torld instill as neided.
M gRECTI�N AND 060ADIP2 NOT RX US
1,10 twomL.-AE
4N claims or shortages UISA within five (5)
"er must be made to
yorkina da96 after dalrvoq, or such claimp will to& considered to tiave
1peen wa(vool b,4 the oustoiuOr Ana d16011OW01:1.
1112
no to.loqation of piece marks On
prcerao�lvelv to Ensure overall W,
not wir4 rated.
J y4 fEo or roorsplomb oupiplied " USA is dependent CA I
4?octiorl �ancl root ousteon installation 69 qoallried roortrog installers, 1,
for dug to lmpivo?�w or derectivp Instafla(loA. USA
0*04toro Or roorlilo Installers.
26
514$IC
Strength
,I
,0
Kat
AM
E; S&.W losp
COEFFICI'gNT: QJS
x4o W-0
IQS61 lost
4 '0 �f
24
a
VOA
STRUCTURES.
DRAWING PACKAGE
]ALIMCATION OF
i, � 12 SECONDARY 5TEE6
The 4bilittl Of a VlvartizaO floating to Meet Its lorimAeil oo`o"'i
I o"'olla
Oita
ho
0 Co' co on p"C', 5 U'
p = 4 p7 ance Zino coalting p CO
V 194tf"ga 4 = ra a do'ce =IM
S a U`I
s � �l
0 ta� I p ?tv I IF in �p I
ng 4 41 t t r
vnntt lo�, Apt al�ilar = lo"9'sa'.
Difforencesin"ItisterAn color qf galvanized coatings 4rld
the Frooe"Ce or jbwncs V spanglo No no affect On the coating
offflaricdf.The w4ll.kroyn Found O�' salvanijins
to 6impi� a factor ot pripars orgotillioation. it is chlerw dependent
0�the zinc bath chemt6vs, the r4ito of cooling, the-mothod of
11rwlng. " steel c*16tir -and thq:thickness or thi coating,
.4ficiltionaliS, NmdliV techniques For galvanizing ma$ require ins
U40 of Chain slings, Ora ai qjth� holding devices to Immeroo
d4terial Int# the go 0�kattlO, �hsw NAdling 49vices rpa�
leave a mar.� *,I the galvanl4ed ItqmIThftOs marks ararnot
rl�darosar'W Oatrlmorl4l to cosiIng.
Tjw alvanIT.Ing p opass It, for corrqsion protection.
in IT lylah and: handifaq m4rkq are not cause for rejection or Ow produCt.
A FKA
MET N,
2.1 it Is thq responsiblittV of the 5U'rEP4END USE CAJ$T<XlER to ol:.tain appropriate
=ovalo and secure receseArg permits from Cltg, Cotjntli� state, or
I AAjentolse as required. and to advicalrelease USA to fabricate
upon receiving sv(;K
22 United Structures of America's (hardafter referred to 40 U.$A,)
standard specifications appiq unless stipulated Otharwiw It, the Contract
DOOW�nte, UZA,-$ cle6lon, falorlotlon, qualltS criteria, standards,
practice, methods And tqlcranco� "it govern the work with AN other
Intarprotations to the c4ntra it is understood DS both
Parties that the i3UYERJEl.V'd= 5T94M responsible For Clarification or
Inclusions Or exclusions from the orchiteto�wral piano andlor specifications.
2-S In case of discropancleg between UsA's structural steel plans Anil plarts
for othoir trades, UAA,6 plans slipli govern. �SltotiOr, $ AISC Codf OF
standard Practices, cith EdItIon)
2,4 ApprovAl or U�5A. drawings and c4lcul6tfivrls Indicates that U.SA- has
correettS Interpreted and Applied the Contract Documents. -this Ipproval
constiLute$ the . contractorlowneq Acceptance of the UIS*'s design
conceriop" asoumptions, and loading. (eesctlon 4 At$,-- Coclis ane(MOMA S-4-W
2.9 Once tl�p BUYER/END USE CU$TQMM has signed U.S.A.'s Approv4I Pad�4gs And the
project' Is ral000ed for Fabrication, chanses shall be Wiled to �thO IBUYSR/
END us� CUStC'Mep InclVdIng matoria I, oostroartris and oplar Costs, kl adidwora I
fee mo$t be charged it the project must be moved from the FOlirlidtion and
ship1ping schedule,
2.6 The BUyE"ND USE CUSTOMER is reop,4191ble for overall project Coordination, All
lAterfacq, comloaubtllt�t and design Considerations concerning Ong materials
not rvrrlohed bu UAA. and USA14 Atool s�stam� are to Los ponalclered and
coarclinAted InS the BUYEWEND USE CUSTOMER Specific design criteria Concerning
this Inteffeco, between materials must be furflishSci b0fe`rO r6WOC for
fabrication or USA's Assumptions will govern ($action 4 and
AISC Code of Standard Pr4ctico, Sth Edition)
2.1 It is thl rospon6lblllt� of the 5UYEPJEND USE CUSTOMER to insure that UhA�s
plans compl� with the of ari� QOvGrrIq9 building
authorities. The oupplyng of sealed engineering data and drawings For
the metal building "6tem does not lmpl� or Constitute an agreement
that U$14. or Its design engineers are Acting as " eAgInear of r000rd
or design professional For a Construction project. The" drawings Aro
scaled 9nIS to oartif� the cissfet of the structural Components furnished bg UAA,
2.8 The eii�.ERrEND USE C�UsToMER 16 responsible for sattirea or anchor bolts And
arooltlo� of steel in Accordance with U.Swo oFor construction" drawings
onl�. TqmporaN svpporto ouch as gu9s, loraces, raloawmk Cribbing Or
other elements required For the arection operation "]I loo determined
and Furnished and installed " the arector. No Items should 120 purchaead From
a prollmInarg set OF ctrawines, Includirg anchor bolts. Use orll� final
"FOR C41I16TRUCTION CRAWIPIGS" For into ow. ($action I AISC Code or
Standar� Practice, eth Eciltiom)
2,S United Structures or America is reoportolble For the ddsIgn of the anchor bolt to
permit ttle transfer of Forces between the base plate and theAnchor bolt in
"'JOB #
330BO (HANGAR 0 3)
sh-sar, bearing and tan6lon, but is not responsible For the transfer OF anchor 1201t
Forces to the concrete of the adequeog of thes anchor bolt in relation to *)a
BUYER :
6T. LUCIE'$ 5TRUCTURE6
Coricrato Unless Otherwise provided in the Order C>ocuffante, United Structures of
America CIO65 not design and to not responsible for the design, material
I . 1 11
and construction of the Foundation or foundation einbedm6nts, The
END USE CUSTOMER :
TAXILIJAY - DEVELOPMENT
END U-01f CUSTOMER should assure himself that dclo"tat pCoviolOno Are made
In the fqundation design for loads imposed " oolvaln reactions OF the building,
ther Im ad loads, and bearing Capacit9 of the 6611 And other conditions of the
9�1141117s"Ite.
BUYER ORDER.# :
It 16 that the anchorage and foundation or the building too
JO . BSITE...:
FT. PIERCE, FL COUNTY 6T. LUCIE
aebigingd bU a Registered Pror400lonal Eegirlear experienced In the clesign
of suchl6qnuctures. �Selctlon AIO MBMIA W6 Low Riw Building $UMems Manual)
BASIC BUILDING
MAIN 5Lr,>G., w '120'-o x 100'-o x 32'- 2 1/2:12
2.10 Normal qrscuon operations include the corrections of minor misfits
moderate amounts of roaming, Chipping, welding or cutting, and the
LEAN-TO 666C, - 30'-0 X 87-'-�Ar' x 12'-(5 (L5) 1 :12
drawing or elements into line through the use of drift lolno. Errors
which cannot be corrected bu the Foregoing means or which require
TH16 , 5TF;ZZTURFZ HAS E�EEN DESIGNED IN ACCORDANCE WITH THE FOLLOWIN6 AS INDICATEDi
I
major chaoees In member Conti ur4tion are to be reported Immadlateig
to U-S.A. b3 the BUYERIEND U �il CUSTOMER to enable whoever is rospon$11216
either to correct the error or tip approve the most efficient And economic
CO2E
LOAD6
method of correction to Iva used N others. (section I A160 Code Of
Standard F-ractice, th d t on
/Code or Latest Issue to Ive Used) 9 LL 20 P5F N Tributary Area Reclu4ption 2.11 rIE60 MODIPIQATIQUS . WAgNING Neither the I'SlorICAtornor the WYER/ENC>
kUnless Otherwise Noted.� 0 Cqllateral Load. 5 psf USE CUSTOMER will Cut, drill or otherwise alter his work, Or the work or other trades,
to, IM15P code Edition
re, 13 USA Standard 1A) 2004
X
IN
Snow Load: PS -0 PSf PF � PST tole 1-0 is
Wind Load 130 . mgh lw 1.0 Exposure 0 - �
to accommodate Othar tracts$, unless such work Is cleAriv specified In the contract
docvmsnt6. whenever such work 16 specified, the BUYERIENO USE CUSTOMER 16
location
sac 0 15c,
Intprnal Pressure oefFig5f-ent Design W(nd Pressure 3,&o per
responsible for furnishing Complete IntomatlOn as to Material$. size,
drawings, esection I
U5C 0 50CA Q ASCE
CI
Seismic Data: Use Cgroup . Sdo - SCII site Class
and number or alterations prior to preparation of shop
Alec Code 411, standard Practice, Sth Edition)
EXPOSURE 015 INC 0D
OTHER I FLORIDA 51,11ILDING COOE
V
Cat4iIeory _
The strength stablh(�, and set" or this building mag to* arfeated bs cutting, drilling
or removing ang components or the building. No such modwicattorts ma� be made
System: TrMsverse Load. R= - C$-
without the written approval or Ur)lted Structures of America, Inc-
Longitudfria I� Load: R= ce --
. n 5ase Shear v= _ kips' Eqvivalent LateraF-Force PFo-Ee-dure
Collateral load& or other Components provided k?!4 others ma�j too supported on this
Louild( A the designated locations it speCIFIC4119 included in the design loadc
have been designed detailed bv
c, 'A R USA,
0
CrIatle Load. Capalotty . tons Type class
Unloss,%1, connections for such Components and
U,$.A. the Customer is responsible to aroure, appropriate Connection details are utilized.
(sFe Cross sections andlor Calcyl4tions for loa.dirtV
2.12 WAFNIWa In no caso should Aluminized Zinc steel panels Los wed
0
Mpzzariine Load: DL� psr CL_ psf
in conjunction with lead Or copper, Sloth lead and copper have harmful
corrosive erfects on the Aluminized zinc ailcKi Coating when theii are
EI
Other Loads-
in contact with Aluminized Zina'steal panels. Even (urt-orr from Copper
and proper
�t responsible
n certlfg
mer To Frovias
ig) Om Returned
A 7EPPENCY TO
LEII IDT14S, 4MS
OLET CM moo
0240 . A USA - "GvArdlan I" SSR
0 Silicone, PoIg UnIcate 2000
ROOF
0 24GA USA oavardla� III, SSR
0 Kgrar Lw=te 3"o
0
Color
S"CT41 P�,Julromcnts
S 2&GA 13 USA 1 ISA' O�
OSITIC
WALL
0 24GA M USA -pW CCIO,
FLIMITS 0 LoN
special Requirements
0 %oll
K Standard WASULtIom 4 powrpout 0 Simple Eave Trim 0 Soulptur
TPJM
43#ttar 14B40E Downspout PS44ITF F4ve _ Rake - W-151
FASCIA
0 YIV�A UsA 0 -FlBA. (3 -PW
P�NEL
13 240A Special '01rOmAntO..
SOFFIT
0 244A U$A 0 oPPAO 0 'POR
PANEL
0 240A- !eeelOt t!MVOM!�.tO -
5.�O<
C3 1(pGA USA 0 'FPA- 0 -PBR.
PANEL
0 24&A Spa�lal tVulrams�ts
PAF;pTM
0. 2�0,4 Y$A 01 "PPA" E3 -PBR-
L...
LINER
0 =J "PaW
I
0 uLw.Cost- - Billaigarg,
0 Norawn Root
C '14 X V 5T5 rl�wer 4 lotitell
0 012 x IV $00 Member Calli Wr $T$
0 arlde Ma$ttd
0 -12 x W SDO Member with Laptek
.01il- 0 Fixed
0 Long Life Rst"W&
0 Stafnl�o Steel Paotewo
0 LOW 0 Floating
0 l4ig 0 Artl lating
Axm��- oesusi Elas".
3000 Fag�_o:
0 -14 X to $T$ Member 4 Stitch
FOI� UnTaote 2000
0 IV soet motbarIOnli; w/ Sys
re Fasteinsrs
b Steal Fastonvb
6 -12 9 It" With Laptek
Eave Trim a Saw Trim 0 pot
U 0 20ILOANAOVI :0 saw C
Corner PAWITE - Jamb 4 Head_!i �UIS480 Vm PONITE
- Trim C;olor
I
Color- TrIM C01cr
61110olloi
Trim C�Ior
silloom
C616e, Trim Color
Trim C;olor
0 6111corA
2000 0 �vr Unk;ot
20" 0 5= UAICOI
20" 13 "r UAIddi
200gl_0 equ"Al
20" 0 KMr UnIcol
FlashlrQ, wiring, or tubing onto Aluminized Zino should IDS aVOIC1041I
ALLOVARLP OFFLE01101,16I
2.1�16 SAFETY COMMITMENT UNITED STRUCTURES Of AMERICA has 8 Commitment
to manufacture qualitS building Components that can b6 safel� erected.
USAMeMA STANDARDS
FPAME SIOESWAY . WALO
kowever, the saratS C,,mnItment And job site practices or the arector
FRAME DEFLECTION - L/M
are bdSond the Control of UsA.
PUWN DEFLECTION - L/Ag
It is 6trongN recommended that safe working 40rclitloft and Accident
GIRT DEFLECTION - Lige
prevention practices too the top prioritg OF A69 jOb site. Local, State,
U14D OrFLICTION BA5EQ QN,
and Federal oaretV And health standards ohould 6WA�s be followed to help
i2 YEAR M W FeSCUIF44ZENCE
Insure worker satatq. Make certain all ornplogisee know the West and
WIND SIZE ED
Most PrOCILICtlVe WaV Of W04ting 4 building- EmetigercV procedures
should be known to all emploVees,
oo,� Dalit; meetings I highlighting saret� procedures are also recommended. The
use of hard hatoo rubber 5ole shoss, for rOOF work, proper equipment For
handlil material, And safetA note, wh�tre ap d d.
'41CAIDIS, Are 1`000mmem 0
Contrac, Crolgrectors shout be aware of 14A regulations For Steel Erectiom
The Following o6WA Regulations ($Wndarclo 2S CPR) are applicable to Steel Erection;
OSAA Stoat Erection Regulations, Part NumbIer IS2&. Subpart OR"
V4 Mdr,titacWtor is not re" onsible for bodilu irtiurles or material damages
during 4nioading, hand IF, S or stcrago
ANAN ALML4414RABt
LIC, NO. eb_5_4_%1fi0_
204 4
uictEF> emuctul;tEs'�� MERtcA
Jolo Numloer
WWST(� K Tx 11035 5HEET LI of I
FOR CONSTRUCTION
100'-0 010 SyEeL
2V_0 250-0 22V-10 "-2- t V.
-4
LL
4
A*�P PANZL ul
FUR -IN LAPS 11-5 11-8 2'-3 V-]
sm�j 1, 1 y .— +:zi:i s
Awms--_ 16�Kf S,�mct__ t
't HIGH R,
FzooF PAXVL' w A�
DGNY <2)si: + 134- Asa VS >
x 1 A*,aa 's
(TYP) _r7rp. 6�, o)WG&E , + _7 : �,::. I —441z4 ui
cm) YR 9;q 'Etk>- a
El E.3�
E4
0
C) q P.Z MCI esig. A/El
CL
C7. T �2
u-
�_j �t.j;
43
Ld 43 A
(.-Z FZ I 2s s mp,,, 12 R i ou Q) L 1 1. . .
zJ03
ul
(_44 ps
TIM -,-2a W
I Rz t.-IIRI
2tpl=
5E
- iF103
I
T
-.31ct
l'-2
_fyp,
waxia
MEW *-:5 Z.7' Z-) joi��,. i, zr,, mos 3 0 0 1
7
Z-8 5flq
ul ENr> FE 94" X.1560 FIFE STFRUT
4-1 0 4
Jlx, SDI V KN , IFE fp ul Y ENC) fe tq J:: 411FE FE EA ENr>
2-%" X 3" SLOTS
tj
r.2�-,P FOR 34111)(zAS-Z&
m
ClusSET 5TUN 5OLT$ fp
EWLS
T Z-28
I i �glao:2
0
22R 1-�
LiI I I L -L I _I, iiisya
@
:541
6ECTION A/El U.
zz z
12
9S 3aal x a
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M. I Lu
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C:3) PE 26�4!z 'rYP. CA'
A
LEAN-TO
(REF. E2)
96OF Ff
RAMI _NQ PLAN E I OF
F:
FE
—lu
117'
FOR CONSTRUCTION
1 01
N .011
ME
IN
DOOR LEAVES-
OC63,A
-"Z-:z �71
\� 30�
M
rip),
---------- =��
"'X
-ryf"
PVRUW LAe-
25'-0
cri
TO)
-.7-
ST W1, 12 a t4 kL
'N P'P- UA, 1, 4-
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-77
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:7
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ANAN ALMUGHRA51
LIC. NO� a4SIO
EXP, Feb, 200
OF AMERic
UNITED STFAICTUIRE, ZIA
IS12 15U$CH<Xrj
WOUSTCN, TX 1102oS
E
Mr,
OTY.1
DESCRIPTION
MK,
QTY.
DE5CRIPTIONI
�IWITS
A
-4
4�0 X 4-0 FRAMED OMr� (FOR MICOW q TRIM
COVER
D
--
WANIMAR DOOR 110'-0 >1 21'-& CLEAR q (W W-1 X 21�-&
ME
5
C�M
10.0 x 10-0 FPAMED Or�xc� ��R- Ruo�
LEAVES e2sGA/PS"9MlTW R WZLUE TMM,
LeLuk
C
Ir
3-6 X 1-2 FRAMED OP,\-,. (FOR DOOR)
I
VPAW41T,
E
�S
3070 M WALK DOOR (WJTE) PRE-ASSEHIBLED 1Y LVR LOCKOM
4
S' VENT X 10--0 -(M 4 DAMPER (AZDC)
ERECTOR NOTF
Erect steel with piece marks corresporldino to location oF piece marks on
erection drawlnes. rErect 4rsd plumb baSs proQre&sivaIU to insure overall
wic(th and length is maintai"d,
15WE REV. 0125CRIPTION DATE [>E61;RIPTIaN� ERECTION PLAN
f-I PEF;4MIT 6/21 CU$TOMER: 57, LUCIE'S STnCTURES
LOCATION: FT. PIERCE, FL
5UYER NO.: TAXIWAY DEVELOPMENT
UNITED STRUCTURES OF AMERICA, INC�, DRAWING Wr JDATrE ATP
rWECK 5y
J015
E2 OF ISSUE 6
FOR CONSTRUCTION
40
A* 1-7p, 6691
PANEL
V141) 6
eu.&
+
ELEVATION A-L-HE14�
F-1
ELEVATION '4 LINE "L)"
(MAIN 5LDG.)
I it .
4�AOO &Is'�
gi I' "WE fP,f!A END
-c (Typ�
smos
c T -rp. V. a.),
a) was
*
4. rl'-&
W-2
0 LINF `2:"'
$10E LUAL
- FULL I
n4
V�4 V-4� 'I V�l
to
T+7
1'�+ A S'2G's
EA, E5Nv
T T
X I
eA,
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sast,E� rye,
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4 . V-6 4
ELEVATION 0.��
5
1'34. AS-25,t
q'YP. 9A, ENo
19
v
V-2
2v.lg�
25'-0
00'-0 0/0 STEEL
ZGs
**CENTER IN BAY AND FIELD ATTACH W17H
(2) MEMBER SCREUro AT V-0 ON CENTER
WEAAER GAWIE
SECTION 'A"
(K22)z 2 12GA 6IRT$
(aZ23)z I 12GA GIRT 4 1 13GA GIRT
(aZ24)= I I2CsA GIRT 4 1 14GA GIRT
(aZ25,)= I 12GA GIRT 4 1 156A C.IRT
0
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w
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fl4lmal
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FOR CONSTRUCTION
a
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FOR CON6TRUCTION
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+ "l — ,
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LCR5 8,3-/ c:wr C?12 <N,S.)
2soa 3:38,
eL S./' 47C B352 33
. 2 pmB pocRe-f voos� P�_Ite-r
ui I 1 .....1-1-1- .. ... __ e
T T4
(FOR 14A "PE DOOR)
01 0
ev.1
4941
T
r
IV-4 4'-5
LINE 11(oil 150'-0 0/0 WAN�SAR DOOR
TION
ELEVA
(MAIN I- LDG.) C
a67
-x8G is?
z
12
- - - - - - - - - - - - - — - - - - - - - - - - - - - - - -
-0 LAP'. - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - -
ToZA
t
1' 5
I I _.T ---- T7T I I -1 11 '1�. 1:,Il I I I' 1 1 1 1 1 1 1
1: esos
r"ro 16 (4-7) 1�6 PANeE.% EL
6 /0 oy S *rF-
C)o /A
e 20.1;
5 ojo I
&
0, - G o � G .
4��> 7-S
07 c- S A
is' I I
'4 wW It < -Z)'2%L a 'PA'JELS
p4ci-v car AS Rtac�
SPEETI�LQ a LINE"!��J"� SPEETiNG Q LINE 11611
LEAN-TO RIGPT ENDWALL (MAIN 5LC Gd
JOSUE REV,DE5-_RIPTl0N DATE r)E6CRIPTIOIN; ERtECT(OR PLAN
ANAN ALMUGHRA51 - PI PERMIT CU5TOMER: 6T. LUCIES STRUCTURES
LIC. NO. 54SIO -
r4
EXF u kv 10 A. LOCATIONs F:T_ FIERCEFL
U 0 'n BUYER NO.- TAXIWAY DEVELOPMLN_T
NITED $TRUCTURES C', AMERICA
W wo IS12 eur"l-HONG, UNITED STRUCTuRE5 oF AMERICA, jNo� DRAWING BY DATE /11/0& JCWECK MY DATE
UqT,:t4 I DO ro
ousToN, TX 110313 m � I I .... .. .,p� -1��
�T�K � lw� JOB - 5CALE DRAWING I I ISSUE
2V-�2�241 1 33030 1 MTA I E E, or- 0
FOR CONSTRUCTION
f �
1� T
'I CAP It 'I I
JIZE&
DETAIL."5 —
.QETAIL "AME-6
E
DETAIL "A"JE
DETAIL 'W/E4P
----------
"04�4 -- — — — — — — — — — — — — — — -
— — — — — — — — ---
11 444- -2gs
M44 F� 7
00 "ryp,
v
14
w
d
OPEN
�F<�)R 14ANAR DOOR
El.-Ev
RIGHT ENDWALL
(MAIN BLDG-)
12 r
QkEETINQ 'a LINE "I'l
RIG�-IT ENE)WALL
(MAIN 51 DG,) f—
OPEN
(FOR WAII*AR Doop)
S561
OPEN
(FOR WAN*AR DOOR
IV-4 Is.-Il IW-4 15.-b Ir".0
150'.0 010 STEEL
psop
(s)p.-ro2 x 2o-G
(I ) FZTO-Z x IS-G
11,5$UE I ROV. DE51--RIPTION DATI
ANAN ALNIJClHFZA51 EIRMIT (2/21
LIC. NO. �!4cNQ . �j r
C7 54> cot49TALICTJON
4N EXP. rob, 200—
N
UNITED STRUCTURES OF AMERICA
IS12 MEC14ONG
Wm$TCN, Tx 1103S
7 1
r
DE5CRIPTION; ERECTION. Pl-AN
CIJ5TONER: ST, LUCIES $TFPUCTLlREE6
LOCATION: FT. PIERCEPL
BUYER NO,; TAX WAY vE OPMrz-NT
DRAWING IBY DATE jCwEcie BY OATF
Dr— 6/11/0&
JOB SCALE DRAWING *$UE
NT-5. Ero OF
FOR CONSTRUCTION
7�1 AT'll
� "' (6)-�4" + x Z'9
l4a 0110,0
4.
Ll
Ei-,
lea, 2 111+
W OAN
T!
I
A�.
1 12
I" X 24" A�*5, DOLTS
WCONNECTION fe)
TS
W CONNECTION IV
NOTE
d
rLANGE BRACES ARE LCOATIED ONE
qz
SIDE.OF FRAME CNILYfUNLE65 NOTED
* . FLANCle BRArF-.soTg E)DEs
FIN, FLOOR
ION a �LIN;= 2
�?l
12
02) PP X 21- Aa25 E30LTS
WOONNECTICN IR)
(W PO x 21' A325 15�04%
...
W CONNECTION FE)
16) It"' x S' A�Qe, BOLT6
WCCNN�CTION M)
ANAN ALt*lLJGHFZA51
�., vo LIC. NO. 54SIO
EXR
UNITED STRUCTURES OF AMERICA
11312 BUSCH64NO
HOUSTON, TX 110aS
IDWE
REV, DESCRIPTION
DAT
—
f-I
PERMIT
0
Cot4c'TRUGTIoti
i
't DE-6CRIPTION: EREITION III
CL15TOMER;'6T. LUCIE'S STRUCTURE6
LOCATION, FT- PIERCEPIL
E3UYERNO,: TAXIWAY-DEvELOMIENT
WRLICTUREE, or AMERICA, IN-- OPAWIW� By DATE
w � Dc I Will
�*TCK � 1�t J05 SCALE
M-"2.w4l N.T.%
FOR CONSTRUCTION
I�
ALI
GRO65 5ECTION a LINE6 4 4 E�
- 12 --1 �
\ IseVE REV. 0155CR)PTION DATE Y&I . DE6CRIPT,om ERECTION PLAN
ALMUGHRA5f -�—j PERMIT W21 AGO 9� CUSTOMER: ST. LUCIE'S.STRUCTURES
LIC. No. 54SI0 MR-�-
EXF, Fal:% 200 74—F 00145rRLicylow 1 0 %W�
LOCATION; FT. PIERCETL
eUYER NO,; TAXIWAY Q> vELOP, 1ENT
VNITEO STRUCTUF�E5 OF AMERICA
1W sus'-waNc. LWITEC> $TRlJCTURE$ OF AmEfRICA, li FWECK —5Y-- DATE
Roje,%,K rA llol� ml au$c*.o� pu
"*TCK�11M JOB DRAWIW� 0
— i 2V-W�41 3.3030 1'-" 1 E5 OF �a5
FOR CONSTRUCTION
� F 12 -- 12 --1 �
CLEAR 1 4'-
120'-0 0/0 -STEEL
CRO55 6ECTION 'a LINE (o
l$WE pZl/. D55CPJPTlCN
ANAN ALMUGHRA51
pi FeRMIT
LIC. NO. 54slo
EXP, Feb. 2001 (p C,?t4S--rRUGTl0,4
VNITEP $TMJCTURES Or AMERICA
IS12 MU$C-HCNG
WOUSTOK TX 110n
>ATr yVw DE6CRIPTION� ERECTION PLAN
&/21 CU6TOMER: 5T, LUCIE'5 STRUCTURE6
uw if) LOC,4TION: FT- PIERCEFL
5UYERNO-t TAXI�AY DEvELOPMENT
LWITED STRUCTUPE5 OF AMERICA, JK�C. PRAWJN�. BY DATE ECK DY DATE
W�� oc 1 6/11/0& 1-- , -itimel . P
�70K � 1�n OB SCALE DRAWING
E'� OF
FOR CONSTRUCTION
— — — — — — - — —
—
— — — — — — — —
— — — — — — —
1201-0
0/0 STEEL (MAIN 15LOG.)
0007 STOP
T YP)
41 IS2
CIA
DOOR STOP-41062
f*7—
4R04
4P,03
4FRQ2
4fRQ2
4P,04
r-3
4RD3
-3— --12—
-:=M ------- --------
-----
--------
-------- ---------
---------
---------
Zf r -----
III
1 11
A
ro:
UPS2
BrOBI
3652
14
3652
BrO153 m
I
36 54
3151 CIA
im
I
cq
7.
I
cc,
ml
M
(A
. . . . . . . . . . . . . . . . ..
A �RQ2 m
m
ZZA;
- - - - - - - - -
M
m
4roAl
- - - - - - -
461�—Al
4
'Al
4roAl
4roA2
J=59/�
46,43
SEE/Elll
SEE/E.11
4,11
WgW-45 (TYP)
4 5
4 5
I-----------------
T
f
I
(3) FNL5,
0 IV-2
(3) FNL6.
4 M'-5
(3) FNLS.
IJ
-a W-10
�3) FNL5. -eD 11
a
(13) FNLS 0 H
1-3
(3) PNLS,
IV-10
(3) PNLS
Q JV-2
(3) I=NLS,
]V-3
z
L
Ci -rol
w
3-
T ENDLAF)
4
B,
IV-3
W-4
la'-4
IV-3
llo'-O CLEAR Q. HANGAR DOOR OPENING
2
f
150'-0 0/0 OF HANGAR
HANr-iAR
1200S GUIDE 5EAM LAYOUT
- -----------
L----------
A5 (3451)
�Cul
_E
r>
PIPT, Sm.
`4
$AI M!24D ATTACW
L
ulaxts. GUIPE IBM.
CLOSUZE FNI. xl'-&
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-------------
V-2
1-4
�4) I-P x IY A-IW5 i
MP� \,_HAN"R DOOR LEAF
BOLT$
SECTION 11,411
,>ATr
ISSUE REV, r)E5CPJPTI0N DATE DE6CRIPTION: ERECTION PLAN
NAN ALMUGHRA51
A ANA
'
I PI PERMIT
LfC. NO� 54V0
L r
EXP. Feb. 2003 0 roWS,rRIJGTIow
:X f
CUeTOMER:
6T. LUCIE'$ $TRUCTUPE$
LOCATION:
FT, PIERCEE, FL
UNITED -ATRJr-TUn$ OF AMERICA
BUYER No,�
TAXILUAY r>EvELOFNENT
*12 smcwl:wla
4 TX -1-1031Z�
UNITED STRUCTURES OF AMERIC,41 INC. DPAWIN`- BY
DATIE 041ECK BY
V's
C.ATrz
i-100USTON,
�T�t �
2�41
FOR CONSTRUCTION
t ulaf(
Ft c�* —r- 5
SHEET ANGLE
SA -I
0
w
I RT02
I arg. CLO6U
111,22 PaRI,
PA�
CLIP_
41CLI
Vo XK Me
BOLTS IV I LUASiii
EACH
m
STEEL LINE
STIFFENER ft (N6 4 IFS)
/77��
"PaR" ROOF PANEL
(4) 061111 x 1% " A325 15OLT6,,4011
. _Z
W1 V CONN. PLATE
12"' ALL THREAD ROD, ui m
NUT 4 HT FW is EACH ENE)
TO E�E USED FOR ERECTION
PURPOSES ONLY, NOT BUFF4
(44" x 214 A32E,
VIDOU15LE WASHERS
,,A,
.0 PA D
5, "P x 112 A32e>
4,4ms -
0 1 nel
N
FLAT 14EAD
q 1) UJASHER
TION T
t2-24 T5K 4_5 SOHO
(Typ)
SOFFIT PANEL
11-2
�,V
14
9 11 1
x IN- AnS's
CA. EN�
(4) -34 "' x 25 5OLT5
tq %-- 5c; ON f5EAM
AN4LE
11 Fe I Ar '27 r, I
+ p 8�2: AY.2ie6f k-
+9 5S AY ZqG) 4 aq r2_
V STIFFENER ft
iol
<4
A!, MS
DOLTIS q 1)
WASHER
EACH
CLIP
41CLi
V" FLAT HE
BOLTS
E,;�
EAC44
STIFFENER
W-111 x M
I
L-01
MENmom
" STIFF. ft
U-
�S INSTALLED BEFORE
rop x '15ro OFFIT PANEE
I( DOOR GUIDE BEAMS ARE ERECTED
KICKER FIELD PUNCH HOLES INTO SOFFIT �ANELS,
,aap?. 4 20�s AT CONNECTIION LOCATIONS, FOR
SUPPORT BEAMS AND ANGI cc
OTE: ALIGN VIE8S & INSIDE
OF Si FLAN43C PRIOR
TO WELOINO.
�5TIEEL LINE
11-2
DOOR ls�lr
AFTER FINA _e
N T� >1
ADJUSTME 1_ 3 8
8— DETAIL "All/E8
FIELD WELD AFTER FINAL ADJUSTMENT.
MIN. INELD=j," FILLffT—x 4".
'AFTER FINAL
�AOJUSTMENT
SWFIT PANEI. N07
SHOM FOR CLkqiTy
V xl�A.52&
L"Aft
611
SHEET ANGLE
SA -I
RT02
0.6, CLOSURE
laeRil
WALL P.
0.$. CLOSURE —
I
Dwol/co�
CTV
=�w I I ns
101
41-a
V-2
V-2
Y-2 4
STEEL LINE
"PER" ROOF PANEL
P�F
-------------------
PURLIN
--------
'2"0 ALL THREAD ROD, tq n;I
-LIP
r
NUT I HT FIU Q EACH rzNr>,+
41AI
I,j
�j
TO IPE USED FOR ERECTION
TYP
P
PURPOSES ONLY, NOT SUPf-ORT.
PORT.
4RD2/4RD3/4RD4�41RD5
(RER E10)
CTO'F-
(Z) VP x tL A325
IK4
2-24 TEK 4.5 SPHI
T
46AII 46,42, 41�,A3
f �yll
(TYP)
L4x4x1/4
To,
T 417-v
0. 4 S. CLI
Cov
RIM SOFFIT P INEL :;OVER TRIM
R MM
C
CO\4ER 7
GUIDE BEAM5 C505
CT"
STEEL LINE
'TEEL
R TRIM
V-10 V-S
1'-2 1'- 2 14
V-2
7w]
)SURE
I 5ECTION 6 INTERI'*IEED I ATE &Uf=f=QRT
2 4 '0`� 51 E T W E nEN !GU 11 JOE
E
3r
=,4M�
SUPPORT E5EAM6
11-5 CLOSURE "OSUPE
PANEL PANEL
Z, CT01 r-�EMBER ScRievro
0,$. CLOOU 0.5. CILO� URE
RE
ADJUSTMENT CXIVER 'RIM $OF:'IT PANEL
rovsR TRIM R 7 �Im
C$V. GUIDE 55AM6- Csorp Sm
`R,M�
Dpol TRIM
T4 ; _r 0 12--5 r-2 L 2
CT05 .0 LIJ5Xts 13 —STEEL LINE
4'-0 V-2
SECTI-ON a SOF-F IT.. ANGLE 5UPPORTZ5,
63 FLACE5
/ U
I ANAN ALMUGHRA51
ir, 1� LIC� NO, 541BIQ
EXP,
UNITED 97RUCTURES OF AMERICA
WDUSToK Tx 11on
ISSUE
REV. DIESCRIPOTION
PATElyel
uAve
UNITED 6TRUCAIRES, Or-AMEMCA, INC.
DESCRIPTION, ERECTION PLAN
CUSTOMER; ST. LUCIE'S STRUCTURES
LOCATIONi FT_ PIERCE, FL
5UYER 1`40.� TAXIWAY DEVELOPMENT
PI
PERMIT
6421
12
VKAWIW. BY
PC
JDAIE /20 loro
CHECK BY
1::)Ls
OAT
I %46_7
Joe
3BO30
WALE
I I—
r>,PAVIW� #
I Ell or
ISSUE
77
FOR CONSTRUCTION
Al
(P
110:Y—a . 4� 110'-0 CLEAR OPENING
— — — — — — — — — — — — — — — — — — — — —
L— — — — — — — — — —
------------------------- -----
L--------------------------- ---
---------------------------
L-------------------------------
r------------------------------- I
L------------------------------- J
---------------------------------- I
I
"PllPe'PA,JEL / (F;M-[)-
Slej-o cu-r
6' NEOPRENE
FLAT OAR W"-I-M-4
t2,24 TEK 4b 51-RE
o 12" Oj-^,
DETAIL (1311
- - - - - - --- - - - - - - - - - - - - - - - - - - -
DOOR LE,4F
xla'--1
DETAIL "I".
DETAIL "2"
------------------------------------------------------ ------
DETAIL "2"
OSIMILIAR)
DOOR Lr=AF
xla,-"l
DOOR Lrz,4F
XIV-1
------------------------------ --------------------------------
11 2-1 11 2
5ym,
201-0 101-4
0 0/0
150
M (FIELD ATTACW
ly'AI7,24-gWA,.
9-- AI-Xse
DETAIL 11311
n �l
cs,
r", NEOPRENE
FLAT OAR bxl"-F-M-4 —
12-24 TrK 4-5 $CRe
12 11 O.C, �/
COVER TRIM
M6E%*
-,p+
�4ANGAfR D00f;R LEAF LA�rCUT
1� DfRAG ANGLE5
COVER TRIM
%*fC> 'S
O SL11'r AT Pt�-/
(PM- 2)
DRAG ANCGLE
12-24 TEK 4-r, �
SCREU) 0 j2TI OC.
-1 -JINEOPRENE 13' LUID
SEAL.TRill
1 .1 — MLTO&
�)ETAL "Ill
(PM-2)
PRAG AW4LE
GIRT --\
HI-Ria
ANAN ALMUGHRABI
LIC, NO. 54SI0
EXP,
UNITED 8Tl;W(:lURES OF AMERICA
W2 suscvwavIc,
HOUSTON, TX 110�is
J66UE
REV.DESCRIPrICK
DAT
PI
PERMIT
95
c0�IsTftd0Tt0rI
1144
FMI AND FM2
TRIAL FIT WITH POOR6 IN FULL CLO6ED
AND THEN IN FULL OPEN P06ITION.
MILD ANGLE$ TO VERTICAL DOOR LEAF
CHANNEL5 AT A FIELD DETEWIN5D
ELEVATION. BE 6URE TO WELD ANGLE6
IN FULL CONTACT POBITION,
PM-1 4X3Xl2XO'-g> (ro) REa'l::)
FM-2 4XlW2X0'-ro (12) REQT�
I=M-4 FLAT 5AR �xl` - (ro) REQ'D
PANEL
$TRV--TURE$ OF AMERICA
W�
�TOK � llw%
2V-"2-6241
DE5CRIPT(ON� ERECTION PLAN
CU$TONER-- ST. LUCIE-5 $TMCTURES
LOCATION: FT, PIERCE, FL
.5u"'ERNO� TAXIWAY PEVELOPMENT
:�PAWINr. SY "T'
DC -7t-2416-1
JOB- DRAWING�
FOR CONSTRUCTION
I
,42R —
CNI
c%A
45- 0
(P
It
xf..
TOP ROLLER GUIDE
ASSY (TYP) 50GI
GUIDE BEAM
(4) V0 x 2411 A-325
15OLTS(TYIP)
13
a
P PE INSERT 5IF`2
3 x 0300
PIPE SLE VE 51PI
(4) W'"11 x 112
4up x 0.108
A325 TYF.
46C]
Zq+
1OZ12
1042
x
ZR+
z1q+
2'-1%
:411,
P-34
— — —
— — —
— — — —
M)
cq
C4
IM
X
XO
CANE SOLT
(53C151) (TYP)
CIOX153
-------------- ----------- 7----
Fig FLOOR OBR-12B WHEEL ASSY. TOP OF �300 ASCE R4JL
(IDLER W BRAKE)
EM15EQ 6LEEVE
(.5zsl) (Typ)
141-1
HANGAR DOOR LEAP
CIJ5TOMER FIELD NOTE -
CANE 15OLTS MU6T BE F`ROi=r=RLY
ENGAGED TO f=REVENT DOOR
MOVEMENT OR DERAILMENT
ESFECIALLY IN HIGH WINE) CONDITIONS.
EACH DOOR 18 A66EM5LED WITH
ONE II%ER UJ14EEL ASSY. AND ONE
BRAKE WHEEL ASSY. I
(6) f;Rr=alrl)
ERECTOR NOTE:
'USE 12-24 TEK 4.E-) SCfREUJ,5'
12 " O.C. IF 5CREW TO
&TRUCT. 6% O=RE-IDRILL)
11*_��
IA2L M e2) %1-0 x 1411
A-325 50LT6 (TYF�
T�415 ANGLE o EA. CORNER
REMOVE Lq CABLE AFTER
LEAF 16 SaLIARE. U5E CLIP
AND CABLE AT EACH
L EAR (2) � It 9x 124 A32 5
40152
4 11p CA15LE
FOR ERECTION
FURFOSES ONLY
(REMOVE AFTER DOOR
)R
16 5HEETED)
Z— 121 WHEEL . ASSY.
0310-1
FLOOR
I
FASTEN NEOPRENE AND TRIM
TOGETHER, THEN FASTEN THAT
ASSEMBLY TO TOP OF PANEL
AS SHOWN.
t4ET
(.39512)
Outside Closure
12-14 TEK 4.5 SCREWS
A
(1 12" On Center
PRE —DRILL)
\_8" NEOPRENE BETWEEN TRIM
V POP RIVETS 0 1'-0 CTRS.
MET02
(3:12)
#14 x � SDS
0 12" O.C.
5ECTION "X1163
P�0?-S-'rgp_ Ira
5HEETING 'a) HANGER DOOR
r__FmLpI �Zmt
4-7A'l
1L
FLooP, AicA.=sz, AMZ)
CANE 5OLT DETAIL
(TOP VIEW (TRAILING ENF.))
6" NEOPRENE—
Mc>o5
30P RA L IAV 6CH� 40 PIPE
MBED
SECT, W/E 13,
ANAN ALMUGHRAV 155LIE REy.D8_cCRiFTICN DATE 7dll DE$CRIPTION; ERECTION PLAN
LIC. NO, �,4111 __PI PERMIT CU&TONER: 5T. Luce,s 5TRUCTURES
EXP,
LOCATION: FT. PIERCE, FL
UNITED $TRUCTURES OF AMERIC,4 IBUYER N0.1 TAXIWAY DEVELOPM T
IS12 UNHECI STRUMREe OFF AMERICA, INC, DRAWING 5Y DATI
WCUSTCN, TX 11031.� rl>c
J015 SCALE DRAU31ma - ISSUE
339*0 N.T.6. E 13 OF
FOR CONSTRUCTION
I
:1
0
0
FURL IN
�15Y USA)
NOTE, 1.1.6.A.,onlS provr5l"Is
atwla
and harclivare is 1p�j otkws�
rooF purlin. All otiner o P51
1
(2) SCRELL15 -12 X 11 SP5
3
OR 014 X A STs'
CLIP ANGLE, BOLTS, 14ANGER
ETC_ BY OT14EIRS
Recommended (Q2maction Patail
holes in flansoo of purlina is ouvoturalig clotrimcnia I to the memloar. Ang
load*, wNdh 4ro Included In that purlin cloblon loadis, are to los attAdwci
contootion dIrsotIU to ths wl� onIV.
rinIL! modifications - Warning-
RSP. C�OVOF Ll.p4ra!9raph 2.11
P14Ve C-Glamp is not Connection tfyoush the Connaction ttroveh the
an acceptable �tion Flanse is not zicccptalvle Nava is not acceptai:'Io
OF COLUMN
COL
OUT61DE FL"E OF
(1) V1 x I" A301— 0 COL"
MACHI* BaT
GIRT UEB--\ I / GIRT CLIP
— (ON5) Y" x I'
FLAT-WEAD A301 BMT
FRECT-OR CMECTICH NOTE
ukrA �ov kove a 4 as$ condition d)ere Irts sliare a Comm Correction,
gou must First use a It head bolt to attag one i1firt to the clip, Round head bolts
cannot be used in this condition, it must be a flatlIsad bolt in Order to be flush This will
allow the erector to handle one girt to malke the firial la This makes erection simpler ,
and faster. The remaining cornection bolts need to be L stardard A301 machine bolts,
TYPICAL GIRT CONNECTION
(AT LOZ LAP)
Endwall Girt i I
io . 0:!:
Hot Rolled Erldwail
CoIumn(MK_MttL_)
P0
O'l
Endwall Girt
Endwall Steel Line End Rafter
4
HOT ROLLED ENpWALL COLUM
(1-42-N-45, GIRT CLIfz CONDITION
" I
OS 'F' -' -
012 - 24
O.C.
luja
Hot Rolled Eric 11
lo 0�
Endwall Girt� I i I
Eridwall 6teel Li I
WQ1 ROLLE[) ENDWALL COLUMN
(_1�oWV GIRT CLIP CONPITION)
L,Na IG-
Endt[1411 Girt I
Cold Form EnclWall
C,OlumrdMK.ECFJ-)-
0
Endwall Girt,,_
Eridwall Steel Line /t J4 End Rafter
COL�D FORM ENDWALL COLUMN
L) Y4 ES j4 �- t:� 17010 'B�
EnclWall JaMI7/
ColumneMK ECf Z)
- - lo o
Enduia 11 Girt
Eridwall 5teel Lirief_
XN _,PA L AM oLurly
t.p r,
r4e�
1, T-2
LAY Fa-JS,4 Prhi-
Flanse Brace
Main Frame
Interior Column
?D V4, X W A32
(Tyr) EA eo
5 _101`11�1' 0 '00
Ull MaED WASH
Girt
$teel Line'-L -- - 1- — �ell
15ag Dimen onj Int Frame
L_
INTEIRIOR COLUMN
Raws Z)A—k
Main Frame
Interior Column FAva6int
it, ma.
0 0 ol
Girt
__9 J4444 ----- qI
Steel Line Girt
B D 'e"jon Int. Frame
a e D Em�nslon Int. Frame
INTERIOR COLUNN
Limes 2.114, d '5' R6W A
M
5AJ
End Pifter
(02 0. x 114
6
A325 Bolls
or IF)
Encizall Girt
BEARING END FRAr1E
FLUN ENQWAL
Litir--s 1.4-ks.1
�vx a, me, _+� � Eawt. $W
Eave
1101, R01W End Izattv
(2) V, Mill
At:
(4) VP x 4'
(AZ)Solts
AT140182UED e-PARMIR4M
F11W OR ay-FROW $=Vu
We $ht
(2) V, x 0'.1,
AT CaP FOM BEAM FRAN
FM OR 131-H.&ID VMALL
JAMS
)AN13 TO QI
6ECTIM 0 JAMB CONNECTI
Eave 5trut
5 trut PUrIlL__
trut Purlin
A or Required)
CL23 .. I
1
45
Frame
M.13.
Fw4 LOW 15AVE 6TRUT CMECTICH
WITH CL23 6TIFFKR PLAT11
'A'
99-90at
GENEP-41- NOTE6 :
1. ALL fBOLT5 ARE 112" DIA. x I" MAC14INE 50LT5 UNLE66 NOTEC)
Zee strut
RArlin
Member
6cres$
NTE"DIATE
Saw mW ��CTM
(AT QIAF9RhQ1
4 5A3 61 Zee stnit
Meld Attach)
Edye 6trut 6m Forlin
I'lember Member
Ccrews
LOW 9AVE
CITNT MIN CS-NIECT
(AT D
(4) Bolts
6trut Firlin
(IF Nuired)
------- � Frame
(4) WLT FUCN CLI
COMECTIN AT MAIN FWI
Field Drill
Eaved 0
Frame
6ECTICN "A"
ISSUE REV, DEWRIPTION DATE DE6CRIPTION� ERECTION FLAN
0 CONE)TF�UCPTION
UiV51VAIV CU&TONER: 5T. LUCIES 5TRUCTUFRES
LOCATION� FT . PIERCE, FL
BUYER NO,-. TAXIWAY DEVELO ENT
UNITED STRUCTURES OF ANERICA, INc, OPAW[Nro BY I ATF_ CHECK BY U-7
Dc.
JOB * SCALE AWINQ 0
33030 1 N.T'5' OR E 0
FOR CONSTRUCTION
----------
Roof Panel
Rake Trim (Fleld Cut
to match GuttaO
4 Rivet 4 Caulk
utter 01 Loose End Cap
(FICI, Install)
EAVE 61-ITTES 4 RAKE TRANSITION
M
Damspout strap
. Pspe�
"Pa FV PAR WAL
DOWSPOT 6TR4f' ATTACRI
Gulter strap W.5601)
At S� 0 on C,90tar For 6r.02
Pop Rivet
GlItter
M-M.99)
Dm" 61rj
W-DTAI-)
POP
eplice
(Ir Reqd)
La 21 f1w)
n /
And Flop Rivet
Fleld Bad Gutter
TabsinlovanIz �'�X:4D
Pop Wet
=NsFOITT To aPER DETAIL
,� Gutter
Eave %rut
Field out Gutter
Uth X'Pattern
parel
Filish-A Floor
Irstall W/2 Pop Rivets
On 3 We$
0.
2Q ?ETAIL ALSH5EW —WALL
SECTIN 4A
DA SIRAP WANTITY I
HEIGHT
OWTITr
W-0
2
V.-O
2
W-0
2
W-0..
2
20-.0
6,yidusall
corol'c� GotufflIj—�4=4=91— 4
BT T-Ilu
S'Iletatl,I3 cilp —
<-)VIX - CL G
410 tin
>
Buildile
Tie-in Gut
$At I qmtvg m8le
Or 9mw U100)
L".T0 Loan -To
05
Brad;at
(For N-Frame onl�)
LEAN-TO TIE-1
13ELOW EAVE
Lw�v
Wall Panel
Vlember
Inside Closure:
Timber Gam
At R'On CoW
MIA Frarle
clol=
I is -In trip =4103) me Screw At 12" On Center
6titch eam I
1� eir %neted Below)
Roof Panel At 12' On Center Girt
Ou C 6 or $Imting Angle (442xr:lga)
U lap's ter 6crew (if ftetecil wow)
C two
fin�
Pattell
W
DETAIL AT LEM-To TIE-IN [3ELOW EAVE
H'Wds
Rat Q
11%
CW413(=
P.,
CAME 5?4r-E
TO FWE DETAI
Use A Backqp Plate WAsr The Willside Vk5he'
for Cold Form Mat.ors.
Rod OW4
2. WAIldca Imf 11 Itb0ftfor W damd
It
5ECTION "A"
Ird "ft RM loprA &'4% (WA ag WA *&Val
*WM WN frftW Wall �* aInW W roldl
WAlcowl.
MI.
4b
DOOR WEADEf
HEAD TRIM.Pwol-
FIELD DRILL HOLES
J1A
DOOR JAMIS
j FZ�E TRIM FIELD CUT END OF GIRT—
'40 or' GIRT
R� P"El. 11`4 11 4'
PAKE PRE-As$EMBLE0 FIELD OUT-\
AWLF PER$aNNEL DOOR IRT
SAI
17
PLI T SUS JAMB FLOOR
j2A
ATTACH WITH (2)
A301 SOLT$
Fill
�FIELD CUT GIRT) JAM5 TRIM AS RE(Q AS REaD.
'01
L3
SEARING. Tfi.V-0 (0.
-NP�
PARpt, V-0 FOR FIELD I-CCATED W
-ALK Q00ER
LY WEN
UO0 Mm�
('POR- PANEL)
SECTION "5"
0
(WED OA$E FREA65EMeLED WALK DOOR6
Cow""
(MK- grr-1)
000p- JAmz
�1 �Gt P�E . ASS C MB; L� 50
RAKE SECTION WITH Bt
(1) VO X 4" A325 Ic Gail
'- e 115—
FLAW31E SPACE tW RAFOMP WASK S wkrg (2)
(CRE SIDE O�Ly) ATTAt-91-1'�"Zy
MR) EA EO AS07 Oct.75 JA"11 TAm jwx 6j-,
S ' -9
A
AS07 -LT
11 r7ACH W/ PL IN.Pop-
ENDWALL GIRT _0 RivISTs i�el o/C,
FIXED EASE Cot" I . 9- S'.
Y40
—CL,4S
SIPEWAIt. OIRT W"' CHAN1461. T14AT IS ArTAO�lEc
a _ 4
To goorz FRAME MMSTE'l; Re-�ovfo
"OV IF LWS FfRwo 1�e'
C4 �Sjj 5AcX '� fLA e
-"k�0,4T7AClf -68j( j5AcK W ft�Acr-
L E wTg Cl_ I
• Oil 0 0 C'L-lf�5
• Oil 0
= = W& - F131
CL-&- I �.Fas 68�jf: A T G741 I
�LPEWA" FIXED SA51E CORNER DETAIL -FZAME GIR->T6 r
Iq _E '/�4�L'
in
-Mroa --), Ff- p-
oJiLy WA5Af
1 41P I$ftE Rev. 09$rFUPTICW DATE DESCRIPTIONtERECTION
RuPTI(:'I" "ATE
0 CoNSTfRUCTION CUETOMER.. .5T. LLICIE'6 ETRUCTURE6
UALAW LOCATION: FT. PIERCE, FL
WYER NO,: TA IUJAY DEVELOPMENT
UNITED STRUCTURES O.ANR'CA, Imc,j"'RAW"r* ISY PATF- C14ECK 5Y PAT
c 1 6120/06, 1 DL
�T�k� lime JOB- SOALE I DRAWING I
a3030 I N.T.5, E 15 Of=;-
>
FOR CONSTRUCTION
--7 -7-,
go Bg4c
_jo FR4NE DETAIL
4
it) V# x 4, 9B
UY RARDDED 94%
(TYP) EA. EV
-cross 66� C Of Fraw
MIN L
(6 $01ts, Add 2 adcAtioral per f4 brW
21A SY 21? it 21
M AM ArIXIII I (rATIr)W nLail -Y
MEMBER 6CREW LOCATI Detail W
(ALL MEMER6 EXCEPT AS NOTED
MEMBER 5CREW LOCATI Detail"Ao-`
(FEAK.FUnIN, EAVE STRJT MD. PANEL
END LA
Witch $am At ,Cmtwt;m
TapekSpAter
2V 04 C0114f
� � �h (5tandard)
Leg Or\,--
pwpawl
NQTE!—
DETAIL11
SCREW PATTERN5 SHOWN,
"W
p
ROOT pa
SATISFY UL-90
'A
FQUIREMENT5
FOR ROOF
THE USA P511R MUST NOT
BE ATTACHED TO THE
C41dimm Tape $savr
yx�31 (Standard) 21 4'C>
—A�
STRUT ZEE, ANY ADDED
I-X �A (OpIl "a) FftwIln
ROOF PURLIN5 FOR EDGE
aut ee Specified On Crder)t
RIPPING REOUIREMENT5
SECTION THRIJ EEAK PURLIN MD POEL DO L
MUST 5E ATTACHED
"PBR" PANEL TO THAT MEMBER,
I V 2.1 10" .2h 1, 10. 12-1
(2) Sam Bsum 5ase
Member And 11-3 `iGut.
(1) Screw Betww All
Other Members.
And (1) 5crau At All
Member Locations.
MEMBER 5CR
ft LQ�ATI
(ALL MMM
� 6titch6lrea
DEtAIL 11 All
11PBR" PANEL WALL
petail 1130
"I'll 21 of
'winold
back ft VqjI
1! 11*flnoft
I;ZliuTm Vol
recess to
preveri uic".
P4100 0a" to
ROVOaV
0 �41'paoage
PIG"
e , 4)
(2)
Stitch Sam At
r Al Celia
"W., Par4i catw Trim
(11K�CTOI)
OUT61PE CMER DETAIL
I 'PANEL
),4: s,V
r ENDLAF
PANEL 2
, pafel WALL PANEL
CORNER TRIM gt4r>WALE-
(CT03� L-VWr
Pop Rivets At u
124 On Center
11z Jamb
Jamb Trim
Qll Panel
( Tafz, paml
JAM DETAIL FOR FRAMEQ OPENMS
P-4-!�x*o 4,,i%:t&vjs
,- a I&' = Xid-D ZLO.
W11 Panel -�
Pop Rivets At
Member ecrews 12' On Center
At I? On Center. 1� /
Head Trim Header
(M-Dwol)
HEADER DETAIL FOR FRAMED OPENING5
SILL TRIM
6TITCM $CRE*
1�
O.C..
$ILL
WALL PANEL ME, t $CRE11116
or.
SILL DETAIL FOR ERM'D OFM6
Woe clowe
- Melba $a=
At &'On cater
"Zia
At C�Ort
pool pw
ftwl cap Trip
'Mater6am
W-erew (*)
At 12' On Catter
Gutw ft-EQ -
Mt
Cotside Clow,$ 4 $IlVh
6cfm At 241 On Ceger
(013101AL)
LOW EAVE PETAIL
UJITH
EAVE GLITTE
e%EETED.SIVEWAL
pft Trip
Itr4por Screw
%uh $xa*
At WOM Gante
abide clowe
FL1311 P&A
kitch S&" At Pq oh
tw wo
Root Favi
I kqte
RAKE DETAIL WIT
4 �E� PRIVALL IN E� ��6
d
Lw Is
1 !q- 7'
A A�< F- -f-A# NVItticrez At V'Ch
cwvj Ift corghm Top*
OetwOldef Tro
'rOZ. Ar "t s.
� 17,
Mabor $"�
swA Sam
At 12'01 CaW
Wit Pawl
WALL P44EL
Maba 6cfeus .
At V Ca Caitar
PAKE DETAII- WIT
57EEL LM
/- o0m.
OPTINAL NSIDE CLMM ' L--:-�
MT K $PECHED at WW MEW
5ECTION AT 15ASE
W1 COMSKATIaA 15ASE MrMIBER FLA$Hr�* -201
FIELD MITRE
C-ORNEfR DETAIL
L
"PaR` LUALL PANE L
ORNER
IN51DE G T
��EIN15RAL
ALL
NOTE6 :
15OLTS ARE 1/2" DIA.
x I"MACHINE
5OLTry LINi-ESS NOTED.
1$$UF
0
RXEV. DESCRIFTICN
DATE
LC41TED 5TRUCTURE5 OF AMERICA INC.
DE6CRIPTION: ERtECTION PLAN
CUSTOi 1ER: 6T. LUCIE'S STRUCTURE6
LOCATION; FT. PIERCE, FL
5UYER NO,� TAXIWAY- PEVE --L
CONSTRUCTION
7124
!T
PRAWIWS 5Y
VEMTE
CAEr
-K 13y TPATE
D LS
JOB
Is -CALF NT.6.
T6 Of�-- 7"U50
FOR CONSTRUCTION
Bw sv�
� F�od
v 0
NOTE, C�t� I" �Tuw ftlol
t� 6, 12 rt t"
slopft 40 �
END CAP DETAIL
OPT104AL PUP ��gM IN6TALLATION
r--------------------------------- Ir
I
:�Wdt� A.
L
ftltqj
��v
I
P"ll
Iftll �14
STANOARD PULL CAOLE 11451r.ALLATIaN
LAa 5 Y�o P� pull "bla)
ftd
6titch $am At
W On 0enter
r ��-E M �
— I --i7� ��
L/rair COW Trim
MCTO/Ict�NA)
OUTSIM CM5R DETAIL
119. RANE�
Lt hig-S I k10 Rftvl& t)i,-V
M
I
C>rTAft-
2
Ed�o 6�
NIt.s-/ I
PFTAI�- 2
c4p or w�
Now� ww� FlIw �r P4.1
�p w cw�
M t E� �P
=P
t A =N;6
r�p
RIIY,2E vEN
OPERATOR
—�r p4w
($IDEU)ALL)
M4" ml>
116r,UE I REV. DEr�--RIPTIOM IOATEL ",0
r--f—
a CONSTRUCTION
)T N-r,. IF. -I
L
DESCRIPTION: ERECTION PLAN
CU5TONM. ST. LUCIE'S STRUCTURES
LOCATIONi FT. PIERCE, FL
e Yrz NO.: TAXIWAY DEVE OPMENT
DPAWIW. BY r.>ATF CHECK BY DATE
Or— I 612010(ol 1)(5
JOB 33030 1 e,-CALE N.TJ5, I Dp4TINIGI/.-oF,-,c)7 - 1swr 0
FOR CONSTR�ICTION
SIDEVJALL;
Column Reactions Sheet
LINE
.Oad
MLLz Mezzanins Live Load
LUJP, Wind From Left w/ interior rs66ur
6101M)ALL LeFt W/ Interior sFtCtion
STEEL VNE
SIDE LL i�C' from
51EEL LINE 1181 r-0—m Riaht w/ interio reS Ire
IT RW5: Wind from Ri w/ interior
LEAN-TO., MAN_eLm. 2 LEP: eucti2n
wincl I;?arall Pth-ot r1oQe < lert Orientation)
COMMON $TEEL LINE REP: Win 0 r 0 rickne (riclit orientation)
WL L: W112d -171
light
FIN! FLOOR 5BA: Balanced Snow Load--
2 4 2 31q 4- 5ULI Unbalanced Snow on LeTt__
FIN. FLOOR
EL-100'-o 55D! Uniform Snow with Drift I I
no
4 ' - : ' : 7" - - *
1 21, L
I [1bd 1 0
FU
ro-l" ANCHOR BOLTS 4-VP ANCHOR 001-TS a (MIN REACTION FOR SET I AT GL 445 do from Left.
2-�`O ANCHOR 5OLT5 NO. LOAQ CONDITIQNS V1 1141 I_EQR: SeISMIC L
5ASE TYPE "All 5A5E TYPE "Ell 5ECTION "All I
.=gLA=SE TYPE "J" 2 LIVE LOAD
4-A4"P ANCHOR BOLTS 3 LWP
PER LI 4 W6
5,45;= TYFE 'IN" 5 KUJF
2L & _M5
STEE IN
FIN. FLOOR
$TEEL .7 2 4
DIL + LL t V� 5
L
STEEL LINE
DL 4 WL
vz' II
F_�
H= 12
4
STEEL LINE
5ECTION MAX, E.W. COLUMN REACTION, AT BEARING FRAME
11-0
MAIN SLX:>r�. 0 LINE I
-q, &4' -NG, WIDTH
4-1"0 ANCHOR BOLT$ 1 3 Of STEEL LINE REACTION FOR SET I AT GLs 24 4
11-1
4-�"P ANCHOR BOLTS UP 60 2 4 DL + LL V2 I NO. ILOAQ CONDITIONS vyl HI VE, W.V,
10
11511 5A6E TYPE
5ASE TYPE 2-2"P ANCHOR BOLTS f2 4 4 31 FIN, FLOOR DEAD LOAD 10 14 143 1-4
DL s K 2 DEAD � LlVt� LUAP 4,
+ WL V= 1 121 134 1-21
1 0/oQI_4LWP _!P
BA5E TYPE 'IFII �-�O -2-1 112
E�-Pp ANCHOR BOLTS Hz I K 4 0.6DL+LWS -2-1 1-22-17--air,
F 5 0bQL*RWP - 12 -3,a
p
STEEL LINE $TEEL LI BA %� .. _"1.1 — — 34 [:��30
5F= TYPE p -710— -5 -20 22
C & 0,6DL4RWS
(IF: RE 0) MAX, E.W. COLUMN REACTION AT BEARING FRAME
7 T 0,6DL EP _518.1-21 1-44
0 LEAN-TO 0 LINE5 3 0.CQQI_+REP -52 1-15 1- 4�, 121 -1
115
5ECTION 'IF" R'� M P
4o-r -to Ze
p U'S.A'
NE
0
M2rp 67EEL LIN Pir,411 FLOOR IT 3
6TEEL LINE gL STrrL LINE 2 -------
OPKIG. UJIDTH- -E
F214 2 4
L V� !4
2F4 FIN, FIN, FLOOR WINE)
5JLZ 100, 0
W21
.1, �r7
K
4-34"P ANCHOR. BOLTS 2-12"0 ANC14OR BOLTS 2 5� H - 4.5,
4,
-1 OpjN6. Wlp W, 4-34"'1 ANC14OR BOLTS Offfffl)7 URN
5ASE TYPE "C" BASE TYPE "G" L t K-FT. . I
eA&E TYPE "5" --------- �v' M= S4 REACTION FOR SET 2 AT GLs C?
5PCTION 5ECTION "P" NO. I LOAD CONL.Il I IUM, vi IHI IV5 IW5 1
2-12111 ANCHOR BOLTS SIDEW L FIXED BA E COLUMN. REAC. I QEAQ LOAD 14 1_ 2 --1
-$TrEL STEEL E (lops) 0 LINES 3 4 ro 4 DEAD + LIVE LOAD ��a F) 31 I -IS
-31
1UP _25 III a
5A6E TYPE IV' 4 . 5,
'e-IFT) L @a
0 COMBINATION BASE TRIM -30
5TEEt. LINE NIPS) 6 0.60L4RW5 -12 -6 -26 2ro
AND ANGLE '201
i (�D 0 0.6r>L4LEP -42 -14 1-30114
STEEL LINE O.&DL IREP - -11 -
(PAMSET Max. Y-0 oz.)
2L STEEL LNE NN.-FLOOP
WINE)
OF-Nr.. WIDTH,
4
ghVWALL _2j J2 1:. - 0 UJIND 0
STEEL LINE 2-2"P ANCHOR BOLTS 0'-10 I(MIN.)
4-1"0 ANCHOR BOLTS 6ECTION "J"
ANCHOR BOLTS
5A5E TYPE !IDII 5A5E TYPE IIHII
5A5E TYPE 69T-Z GL S a
X 140, LOAD r0NVtyjov1rs VI VS I N5
191
a T2 DEAD +,.LIva-L0A0 :2_ _r' -2
Anchor bolt I"tha &hown below are for g�41 reference 6.,6'0L + LWfl,,
21 K 4K
iSENERAL NOTES: v row�aatfon de�lsm It to the responsibliftj or the custorer 21 54K I
�1>1�4 Agghor etc_lt l2etall shown on t1ho c�awlr.13 locate the Achor Bolt6 Embectment length of bolt$ will varV based on the 15 4 10.6 SL + RW j z 1, -7
In reference to both the Buftl1rq $tecl LIW and the �tsldo of U-SA:s 24" ANCHOR BOLTS to datar�inc the proper anchor bolt elrbecInvemt length S, -7
&X,r,rsTPp paral re� of 1-01% -2 of thlo drawings. go _" 11; �0� Tr Tt. I LE, Uri IF -2 -8 _2
'A=twm or A�Ica for thee clesign or t limii Rot. Genera I Not,* RE
the trdn�fv or forcet betvrzon the ba" Plate &wl ox, Of Anchor Bolto are 6upplied b� ubA, _R
he anchor _9k,46E TYPE ..59ACED BAY REACTION 51RACIN�_ =ACTION
kuloll-t 6hsar, bearins, and tenoiot bA is not mp"ble for the Customer =&t &Pecirs reqwlred I!�gth to UsA). 0 LINES Z
wit rorcoo to the poncrato or the adaqw�3 of the
�7
it tIon to the concroW,
Vdifts othswl" Provided in the Order Dccm�t6' tjdl�d structwes or
�H"
K
4ke
T FROJ, 15SUE RIEV. DESCRIPTION DATE 4 OE5CRIPTION� ANCHOR BOLT SETTING PLAN
Aperica dooe not clealen 4ncl 1* not rebp�lbla for the ciftfso, Material, ANCHOR BOLT DETAIL Pcf-k SYMBOL DIA, OTl� L
4. trw4t(on of the tion or f tion oatled�t6. The ANAN ALMLIGHRA51
14110 0 1cl asowe hl-"Ir that ac(aqvate pr�lsl� are macls L A4 + 112. lz-e A301 MS, X 01-6-
in LiC, NO. 54-JIO W/ 11/4" pi pffRMIT CL15TOMER: ST. LUCip-s STRUCTURES
in
in atton clesign for loads bs column raItatlorm or the L
Ildina, o imposed 1"016. And =vc8PdCltq Of ti" "ll and p
Itfor* of the bullcurk3 blf& EXP. - Feb. 200 5/al, 12 V-2. 2' 2" 0 ac�NST CTION 6/2) 0-'
It 10 r ad that the 40chotdge and rour4lation of the Lwilclir�G A& 11.5. W 31, _n-RV's;E0 FORCOP)S'T'fa�-' U1050 LOCATION� FT. FIIERCEr-L
I" da*Ig;4d 6 RMIO:ered Frofwsfonal Erglrear exp"Ienced in the ITIEV
UN : , I,
0—lon UNITED $TR.UCTUPES OF AMERICA A" up 4 Al 31, BUYER NO.: TAXIWAY DEVEL PMENT
M12 .. . ..... ..
HOUSTON, TX 110:�s 3' LVITED 5TRUCTURE5 Or AMEF;�ICA INC. DR4WINK"a.aY DATE&I1,31or 11
NOTE, &NEAR ANCil.155 AND/OR ANCHOR T 2.-2 0 CHF
i�iton of 411 68" PidWs 4re at the eams elevatlo& �WLESS NOTED) 5! Ov a -7— SCALE DRAWJW_
'-4- 4"
TIES AFMVCT FURNISHED fB.Y 116A
- 2 42-W41 NTb.
ANCHOR BOLTS (BY OTP 111/2"1 1 2--b- 1 4' W t
FOR CONSTRUCTION
lIV-0 (DOOR OPENING)
POINT
W-4 W-4 W-4
V-21
141'-s OUVOUT Or 2nd FOUR
300 ASCE RAIL x 13'-e
ul
3011 ASCE PAIL x 55'-4
2,-al V44
300 ASCIE RAIL x
2'-IVW
A/1=4 4
4
L- - - - - - - -- - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
,
-------------------------------------------
I I I - - - i- ------ I-
---------------
- - - -- -F-
-
------ ------------
—
----------
- -
-------------------
F-
'I
—
*2 e-oA t
Z4A2-k�
-Z41AS
(TNt P, U.,j)
DOOR STOP
(TYP)
8
2' 8
P'-41
LEVELING ANGLE
(12) �PACE5 im V-0 =31W-0
es) SPACES o 3'.0 151-0
31-0
.7
(4) SPACES 0 V-1 W-4
1 V-0
Le
(146 5HOUN)
(OFRHAND)
OUVOUT
50TTOM RAL, ANCHOIR 5OLT 4 LEVELING ANaLE LAYOUT
ERECTION seaUENCE
1. MAKE FIRST POUR (SEE BUILDING ANCHOR BOLT PLANS ALONG
LUIT44 T1415 SHEET).
2. SET LEVELING ANGLES ON �1'0 ANCHOR BOLTS vi DOUISLE NUTS.
3. SPOT WELD RAILS TO LEVELING ANGLES.
4. USING SURVEYING INSTRUMENT, SET RAILS TO REOUIREP ELEVATION
4 MAKE SECOND FOUR
ARAiLS MUST ]BE STRAIGHT, LEVEL, 4 TRUE roR PROPER OPERATION or -
ROLLING DOOR i
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