HomeMy WebLinkAboutBUILDING PLAN PAGE 30-50GENER,4L NOTES
1.1 Fabrication shall be in accordance with U.S.A.'s standard practices
in
sompliarce with the applicable sections, relating to design requirements
gird allowable stresses of the latest edition of the 'AW5 Structural
Welding Code Di.l". U.5.A.ps manufacturing procedures have been
Certified bg:
Reference Certification numbers
5B.C.C.I. 05011
MIAMI-DADE COUNTY 111055
Houston 719-A7
1 0135
Indiana (For Basin and Column? n,5512
Indiana (For Rigid Frame) 24ZC3513
Indiana (For Straight Column) 255510
A.I_S.C_ cartifircatiom For Metal Buildings
Member M5MA
12 MATERIAL ASTM DESIC-94ATION
MINIMUM YIELD U. N.
Ode Flange Shapes A512 or A9S2
rY - 50 KSI
Other Rolled Mill Shape* A36
FY - 36 K51
Structural Steel Plate (Welos/Cornactions) 41011, A935, 4635
FY . SS Kai
Structural Steel Plate (Flarees) A52J OR 4512
FY - 55 KS1
Cold Formed Light Gags Shapes AIOISS
ry . 5S Kai
Cable Bracirel .4415-10
Extra High Strength
Rod Bracing 436
FY . 36, Ker
f1toof and Wall Shooting A-r-.)2
FY - 50, 80 KSI
Machine Bolts A301
FY . 36 K51
High Strength Bolts (1/2110 to VO) .4325-N
FU . 120 KSI
High Strength Bolts (1 1/8"0 to 1 1/2110) A325-N
Anchor Bolts (If suppflaclU A.56
FU . 105 KSI
Fy - 36, Kai
Pipe A53, GRADE B
rY - 35 KSf
14,5.6. TUBE A500, GRADE a
FY . 4(p KSI
13 PRIME
shop primer paint is a rust inhibitive primer which meets the end
performance of Federal Specification TT-P-e,64D and Is U.S.A.* Red
Oxide color. This paint is not intended For lone term exposure
to the elements. U.S.A. Is not responsible For any deterioration
or the shop primer paint as a result of Improper handling andlor
storage. U.5-A. shell not ba, responsible for ding flold applied
paint and/or coatings. (section &.6 A15C Code of Standard Practice,
lath EclftlorO
IA GALVANIZED OR 61-ECIAL COATINGSI
Odra Contract Documents and for. note or) the top right hand of this page.
I.la ALL BOLTS AIRE 1/2110 L� 0'-I" A3Q-7 EXCEPT:
4) Eave strut connecticm - 1/2,10 x 0'-1 1/411 A30'1
lo) Endwall rafter splice - 5/8"0 x 0'-1 3/411 A325-N
a) Endwall column to rafter connection - 1/2"0 x V-1 1/4" A325-N
d� Main Frans connection$ - SEE CROSS SIECTION
NOTE: Washer& are not supplied unless noted otherwise on drawing
1.6 A325 BOLT TIGHTENING REQUISEMEN
All high strength bolts are 4325-N unless specifically noted otherwise.
structural bolts shall be. tielkiterecl by the turn -of -the -rut method In
accordance with the Sth Edition AISC "Specification For Structural Joints Using ASTIM
A325 or A4eO Bolts'. A325-N bolts are supplied without washers
unless Otherwise noted on the drawings.
All baftecl comactTons unless noted are designed as bearing type connections
with bolt threads not excluded from the shear plans.
11 CLOSURE STRIPS ARE FURNISHED FOR APPLICATICN:
INSIDE- Under rooF panels at save
OUTSIDE - Between endwall panels and rake trim
- Under continuous ridge vant skirts
LIS ERECTION NOTE,
All bracing, strapping, 4 bridging shown and provided by U.5.4. for this bulollme it
roquirsol and shall be Installed by the erector as a permanent part of the structure.
IF addItTonal bracing Is required For stability during erection, it shall be the
drector's responsibility to determine the amount of such bracTne and to
procure and Install as needed.
LZ 999CTION AND UNLOADING NOT BY U.5.A.
1.10 1%HKORTAGE
Aing claims or shortages by buger must be made to U.S.A. within five (5)
workInE3 dogs after delivery, or such claims will be corralclored to have
bearl walvecl by the customer and disallowed,
1.11 CORRECTIONS OF ERRORS AND REPAIRS (tjEl[M,
46.10
Claims For correction or allagool misfits will be disallowed unless USA.
shelf have received prior notice thereof and allowed reasonable Inspection
of ouch misfits. The correction of minor misfits by the use of drift
pine to draw the components Into line, moderate amounts of roaming,
chipping and cutting, and the replacement of minor shortages of material
are a normal part of erection and are not subject to claim. No part of
the Building may be returned for alleged misfits without the prior
approval of U,5.A.
1,12 ERECTOR NOTE
groct steel with piece marks corresponding to location of piece marks on
erection drawings. Erect and plumb bays progressively to insure overall width
Amc! length is maintained.
1.13 ArCIESSORIS
Aoressorles are not wind rated.
1.14 m2or SYSTEMS
The performance of roof egatems supplied by USA Is dependent on correct and proper
erection and rooP "stem Installation by qualified roofing Installers. USA Is not responsible
for non-performance due to improper or defective Installation. U54 does riot certify
srectors or roofing InetIollars.
31
12/12/05
30
03/18/ot
77-
'03111104
26
2/3/04
2-1
2/2/04
26
5/22/03
NOTE Customer To Provide
With * *(If An�) On Returned
ALL FLAT FACED PANELS HAVE A TENDENCY TO OIL CAK
USING HEAVIER GUAGE5, NARROWER WIDTHS, EMBOSSING OR
STIFFENER BEADS �IUPEN AVAILABLE) CAN REDUCE OIL CAM
CANNIN CAU
FOR REJECTION
' WIND PRESSURE: �&.ao pair
NAL PRE56URE COEFFICIENT: 0.15
STRIP DIMENSION, lg2l
ENENT AND CL.4DDiNG:
5URE: SUCTION:
I MAP& per ZONE 1 43.42 par
2 11.6ro per ZONE 2 12.81 par
3 MAO& 125f ZONE 3 OI5jo-1 125f
4 4a_42 par ZONE 4 -4-1110 par
5 43.42 oaf ZONE 5 5�..14 p§f
rd
4
W�X 11
JOB #
BUYER
END USE CUSTOMER
BUYER ORDER #
DRAWING PACKAGE
330254 (HANC34R " I
57- LUCIE'5 57RUCTURES
TAXILUAY DEVELCI=MENT
20ALIFIC JON OF HOT-r:)ip �-gALVANIZING PROCESS
USED N I!RIMARY AND SECONPAII STEEL
The ability of A galvanized costing to most its primary objective
of providing dgrrosion Protection should be the chief criteria In
evaluating It, overall appearance. Zinc coatfrie5 produced by the
hot -clip alvanizine process are excellent corroalon-protection
systems. uTen the: coatlne becomes very thick or clul I gray, the
coating may not be applicable for architectural purposes.
Differences In the luster and color of galvanized coatings and
the presence or absence of slpan�ls has no affect on the coating
performance. The well-known &pang e affect round on galvanizing
Is simply a factor of primary crystallization, It is chiefly dependent
upon the zinc k"th chemistry, the rate Of cooling, the method of
pickling, the steel chemistry, and the thickness of the coating,
Additionally, ryincillre tockriclues for galvanizing may require the
use or chain sifings, wire or other 'd 6 Ices to Immerse
material into the galvanizing k*ttIrTr::e 11 Savndling devices may
leave a mark of the galvanized itam. Thee. marks are not
necessarily detrimental to the coating.
The galvanizing process 16 for corrosion protection. Inconsistencies
in finish and hatidling marks are not cause for rejection of the product,
I
SCANNO It
Gy
q-t1Ifr1Pft* FILE CON
JOBSITE
r-T. FIERCE, FL COUNTY 5T. LUCIE
BASIC BUILDING
MAIN BLDG, FRF 1201-0 x 100'-0 x 32'- 2 1/2,-12
LEAN -To 566c 32'-0 x 92'-0 x 12'-0 (L5) 1 :12
THIS
5TRUCTURE HAS 5EEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING AS INDICATED;
CODE
LOADS
r-ocie of Latest Issue to be Used
Unless Otherwise Noted,
0 LL 20 F5F 0 Tributars Area Reduction
El
USA Standard (M5MA)
s Edition
I
0 Collateral Load: e, psf
0 5now Load: F`g 0- psf Ff PSF C's 1.0 I's 1.0
Ct 1.0
0
55C D IE3C
I 2004
0 Wind Load 130
-sure"follef
h �Lu 1.0 Exrurfs c
7
UBC 0 BOCA 71 ASCE
Free Ficient 0,5 Des!Qn Wind Pressure
3&.a par
EXI=05URE 05 EC; F I z)
El 5elsmic Data; U5e Group Sole Sall Site
Class
E
OTHER PLORIDA 5UILDING CODE
Is - SS_ 61
Seismic Deafen Cate!@orq -
Seismic- Force-resiatIne 5�stsrn: Transverse Load: R=
Cs=
Loneltudinal Load: R=
Cs=
Desleff Base Shear Vc - kips Equivalent Lateral
Force Proce6ure
El Crans Load: Capacity - tons Tqpe
Class
(See Croe5 Sections ard/d`r Calculations for loadine)
El Mezzanine Load: DL_ pef psf CL
pef
0 Other Loads:
0 26GA 0 USA '1015IR" 0 White 0 ULtO-Corst0- Fastsnsrag 0 014 x I" STS Member 4 Stitch ALLOWABLE 12EFLECTIONS,
0 24GA 0 0 Aluminum Zinc 0 Northern Roof 0 012 x 14" Si Member Only W1 STS St tch U.SAM5MA eTANDARZ>S
ROOF 11 24GA USA "Guardian I" SSR LI Silicone PoIg UnIcato 2OW 1J Wide Mastic 0 012 x 14" 5D6 Member with Laptak Ztdh FRAME SlDrSWAY W/60
0 24GA USA "Guardian P SSR Q Kgnar Unlooto 3000 9 0 Fixed IN Long Life Fasteners
El Color FRAME DEFLECTION - LIIW
0 Low 0 ricatTrig 0 stainless Steel Fastaners PURLIN DEFLECTION - L/1M
Special Requirements 0 High 0 Articulating LhAmgLml�,�, 0 my U" 0 0`4 GIRT DIEFLECTION - L11W
N 2&GA 11 USA PBA-I 0_ 0 Kynar Unlacto 3000 WIND DEFLECTION 5A$EP ON,
WALL 0 24GA 0 9111cons PoIV UnIcota 2000 Edoiatners; 0 014 x P ST5 Member 4 Stitch
0 USA "PISR' Color PXWITE 0 Long Life Fasteners 0 M2 x 1411 SDS MarriLvor Only W/ STS Stitch J92 YEAR MEAN RECURICE,
WIND SPEED
Special Requirsinents - 0 Stainless Steel Fasteners 0 012 x 1411 5VS Mamt;sr with Laptak Stitch
0 standard W/Guttero 8 Downspout El Simple Eae Trim 0 Sculptured Eave TrIm 11 ease Trim 0 r1rol 0 0201 0 DPOI 0 Base Closure
TRIM Gutter HSLUIE D,.,,.t P.LLIHITE Eavo_ Rake HZLUr Corner PWWITr jamb 4 Head WSLUE Be$& -r,,, PWWITr
- Special Raquiramorts 11 Silicone Poly Unicots, 2000 0 KynAr UnIcots 3000
FASCIA 0 26GA U54 11 P5A" El 0 Color Trim Color
lore Denoted _t,_A_41L 0 24GA Special Requirements 0 silicone PoIg Unicote 20 RL-anlTv -UMI-to 3000
3's. SOPPIT 0 26GA USA 0.11,11SAI. El IPBRII 0 Color Trim Color
PANIRL 0 24GA lspac[ai I Requirements 0 Silicone, Poly Umlaote 2000 0 K�nar Unfcota 3000
54tk [I 29,GA U64 0 P5A1I 0 IPSRI 0 - Colo Trim Color
PANEL El 24C.A Special Requirements 0 Silicone Polg Unloots 2000 47
4G. PARTITION 0 26GA USA 0.1115,41. LI IPSRII 0 - Color Trim Color �nar UnTacto 30
PANILL 0 24GA Specie I Requirements 0 6TIlcone Polg Unl=te 200>0 0 111 Unl�tis 30/0
LINIIR 11 26GA USA M "PSA" 0 "FISR" El Color, Trim Color If
0 24GA special Requirements 0 6111cors Poly UnIcots 2000 73 Kgnar Unicoto 3000
2.1 It Is the reoponelbling of the 5UYER/END USE CUSTOMER to obtain appropriate
approvals and secure necessary permits from City, Ccuntg, State, or
Federal Agencies as required, and to advisalralwaso USA to fabricate
upon recolvine such,
2.2 United Structures of Amar1ca-& (hereafter referred to as USA.)
standard specifications apply unless stipulated otherwise th the contract
Documents. U.S.A.'a design, fabrication, clualitg criteria, standards,
practice, methods and tolerances shall govern the work with any other
interpretations to the contrary notwithstanding. it is unclarg,joOd by both
Parties that the BUYER/END USE CUSTOMER is responsible For clarification or
inclusions or exclusions froin the architectural plans and/or specifications.
23 In case OF discrepancies between USAA, structural steel plans and plane
for other trades, U-SA.'s plane shall govern. (section. 3 Alec code or
Standard Practices, 13th Edition)
2.4 Approval of U.6A. drawings and calculations indicates that U.S.A. has
correctly interforated and applied the Contract Documents. This approval
constitutes the contractor/owners acceptance of the U.5.4'o deafen
concepts, assumptions, and loading. (Section 4 AIS--- Code and MBMA 33.3)
2.5 Once the BUYER/END USE CUSTOMER has signed U.S.A.'s Approval Package and the
project 15 released for fabrication, charges shelf be billed to the MUYERI
END USE CUSTOMER Including material, engineering and other costs. An additional
fee may be charged If the project must be moved From the fabrication and
shipping schedule.
2.6 The 5UYER/END USE CUSTOMER is responsible for overall project coorclinatfort All
interface, compatibility, and Glasign consiclardtlons concerning any materials
not furnished by U-5,4� and UjS-A.'o steel system are to be considered and
coordinated bg the 5UYER/r=ND USE CUSTOMER. Specific design criteria concerning
this Interface 1petween materials must be Furnished before release for
fabrication or U.S.A.'6 assumptions will govern (Section 4 and Commentary,
415C Code of Standard Practice, 2ith EdItIor0
21 It is the responslibilitg OF the BUYER/END USE CUSTOMER to Insure that U.S.A.'s
Plans comply with the applicable requirements of any governing building
authorities. The supplying of sealed arrefireerfrig data and drawings For
the metal building system does not Imply or constitute an agreement
that U.S.A. or Its design engineers are acting as the eneirser of record
or design professional for a construction project. These drawings are
sealed Only to certify the clealen of the structural components Furnished by Us_A.
2.5 The 5UYMEND USE CUSTOMER is responsible For setting of anchor bolts and
erection of steel In accordance with U.s.A.'s 'For Construction" clrawTnes
only. Temporary supports such as guys, braces, Falsework, cribbing or
other elements required for the erection operation shall be determined
and furnished and Installed by the erector. No items should be purchased from
a preliminary set or drawings, Including anchor bolts. Use only final
"FOR CONSTRUCTION DRAWINGS" for this use, (Section '11 Alec code of
Standard Practice, Sth Edition.)
2,11 United Structures of America Is reeponollv1s for the design of the anchor bolt to
permit the transfer of Forces between the base plate and the anchor bolt I"
shear, bearing and teirolon, but to not rosponsib Is for the tranoror of anc-hor bolt
forces to the concrete or the adequacy Of the anchor bolt In relation to the
concrete Unless otherwise provided In the Order Documents, United Structures of
,America does not design and Is not rosponelible for the Insaigm, material
and construction of the foundation or foundation embodiments. The
END USE CUSTOMER should asawra himself that adequate provisions are made
In the foundation design for load$ Imposed by column reactions of the building,
other imposed loads, and bearing capacity of the soll and other concitions or the
building site.
It is racomendso that the anchorage and foundation or the building be
designed by a Registered Professional Engineer experienced In the design
of such structures- (Section 410 MBMA ISSO, Low Rios Building systems Manual)
2JO Normal erection operations Include the corrections Of Minor misfits by
moderate amounts of reaming, chipping, welding or cutting, and the
drawirle of slaments Into line through the use of drift pins. Errors
which cannot be corrected by the Foregoing means or which require
major changes In member configuration are to be reported Immediately
to U.S.A. by the BUYER/END USE CUSTOMER, to enable whoever is responsible
either to correct the error or to approve the most efficient and economic
method of correction to be used bg others. (Section I AISC Code of
Standard Practice, Sth Edition)
2.11 FIELD MODIFICATIONS - WASNING Neither the fabricator nor the BUYE"ND
USE CUSTOMER will cut, drill or otherwise alter his work, or the work or other trades,
to accommodate other trades, unless such work is clearly specified in the contract
documents. Whenever such work is specified, the BUYER/END USE CUSTOMER is
responsible for furnishing complete information as to materials, size, location
and number of alterations prior to preparation of shop drawares. (section -1
A15C Code of 5tandard Practice, 5th Edition)
The strength, stabil[tg, and safety or this building may be affected Ing cutting, drilling
or removing any components of the building, No such modifications mag be made
without the written approval of United Structures of America, Inc.
Collateral loads or other components provided by others may be supported on this
builclin In the designated locations If specifically Included in the deafen loads -
Unless L connections for such components have been designed and detailed bg
UsA� the customer is responsible to ensure appropriate correction details are utilized.
2.12 WARNING In no case should Aluminized Zinc steel panels be used
in conjunction with lead or copper. Both lead and copper have harmful
corrosive effects on the Aluminized Zinc alloU costing when theg are
In contact with Aluminized Zinc steel panels. Even run-off from copper
flashing, wiring, or tubing onto Aluminized Zinc should be avoided.
2.13 SAFETY COMMITMENT UNITED STRUCTURE$ of AMERICA has a commitment
to manufacture quality building components that can be safely erected,
However, the safety commitment and Job site practices of the erector
are bagond the control of U.5A.
It Is strongly recommended that safe working conditions and accident
prevention practices be the top priority of any job site. Local, State,
and Federal safety end health standards should always be followed to help
Insure worker safety, Make certain all employees know the safest and
most productive wag of erecting a building. Emergency procedures
should be known to all employees.
Daily mestinge highlightfre safety procedures are also recommended. The
use of hard hate, rubber sols shoes For roof work, proper equipment for
handling material, and safety note where alogicable, are recommended.
Contractors/Erectora should be aware of SHIA regulations for Steel Erection.
The followine OSHA Reeulations (Standards 2S CPR) are applicable to Steel Erection:
OSHA Steel Erection Rseulaticire, Part Number V6, subpart "R"
2.14 Manufacturer Is not responsible For bodily injuries or material damages
during unloading, handling or storage
ANAN ALMUGHRA15(
LIC. NO, 54VO
EXF. Feb, 2001
UNITED STRUCTURES OF AMERICA
IS12 BUSCHONG Job Number 1 3-30254
HOUSTON, TX 1-103�a SWEET LI of I
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1) PLEASE VERIFY OIR FfROVIDE DIMENSION ON
RETURNED APPROvALS. (REF. E3, E4 4 rl)
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FOR 5TANDARD 5ECTIONS.
;?TY. DE5CRIFTION ANAN ALMUGHRA51
2 U"V M WALK DOOR (041TE) RHO, PRE-AreeM5LffD N LrvrR LIC. NO. 54V0
LOCKSOT EXF. reb. �00-1
2 3010 M—W41-K DOOR (WHITr) LWO, PRE-ASSEM51-ED W LEVER
LOCK5ET UNITED STRUCTURES OFAMERICA
ONE WANG-AR DOOR 110'-V x 2T-& CLEAR W (6) 18--1 x 21--s' 1512 15i,16CHON(:�
I HOUSTON, TX -1103'3
LEAVE* r2&GA/P5R/F'.Wf4ITr) �4 HDLUE TRIM
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Ere4t steel with piece marks corresponding to location of piece marks on
erectlon drawings. Erect and plumb ioa�s progressively to Insure overall
'Idth and length Is maIntained.
ISSUE REV. E)E6G:RIF-rION DATE Z4 [:>ESCRIPTIONi ERECTION PLAN
1-1 PERMIT CU5TOMER: &T. LUCIE'$ C
0 0 0 LOCATION:
5UYER NO�: TAXIUJAY PEVELOPMENT
UNITED STRUCTURES Or AMERICA, INC. DRAWING By DIE ECK BY ATE
1912 �� 1 1 0/20/06 ICH
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AZ43 AZ44 AZ44 AZ44 AZ44 AZ43
>
AZ43 AZ44 AZ44 �AZ44�� AZ44 AZ43
IN
AZ4S AZ44 az az AZ44 AZ4.S
AZ44 AZ44
AZ46
AZ43 AZ4b AZ4 AZ4-4 AZ43
AW4
-AZ3S ADS AZ44 AZ44 A73S A739 AZ43
AZ3& AZSS AZ40 AZ40 qAp'a AZ31a AZ41 AZ42 zi
T— (q - P) \ '� 19 7—
w I I a- U.1
ELEVATION 'a LINE T'
FIELD SLOT GIRTSAS MEOUIRMD rOR BRACING
LEFT ENE)W,4LL
12
F-
7 7 7
- - - - - - - - - - - -
m nTn
SL4EETING 'a LNE —l"
LEFT ENDWALL
15zla
Y-O LAP
12 71
;fl 4 ;t ;t
low
3,42
NOTEI FIELD CUT PANELS
AS REOUIRED
fi�U OMER E�A
,ZT.�,N.. S,�.r. UJING(S)
�Nt;'�, D
FOR 5TA D RD SECTIONS.
v. pgScRIPTIoN DATI
ISSUE RE
ANAN ALMUGHRA51
LIC. NO� 541BIO
Exp. Feb. 2001
UNITED STRUCTURES OF AMEPICA
1512 5U6CHON3
HOUSTON, TX 1103S
DESCRIPTION: ERECTION PLAN
CUSTOMER: ST. LUCIE'5 STRUCTURES
LOCATION: rT. f'IERCEFL
5UYER NO,: TAXIWAY DEVELOPMENT
STRUCTURES OFAMERICA, INC. DRAWING BY DATE CHECK BY DATE
ma ws�� Dc 6/11/06
��T� Mx� ll� I
281-�.W41 J05 SCALE DRAWING- ISSUE
33028A MT� I r=4 or
T
T T
T
z
ELF=VATION 6
(MAIN 5LDG-)
2'-0 LAP 12
01-EN
(rOR HANGAR DOOR)
T T
V-0 LAT-
- — — — — — — — — — — — — — — - ------------------------------------------------------
4] L4
5HEETINQ f LINE ''(oll
0-1,41N 5LE:)r;3,)
4] L4
CUSTOMER NOTE:
EFERENCE 5T IDRAUJING(5)
OR STANDARD SECTIONS.
ISSUE REV. DESCRIPTION DATII DE5CRIIOTION� ERECTION PLAN
ANAN ALMUGHRA51 Fl PERMIT 6/21 CUSTOMER: ST. LUCIIE'S STRUCTURES
LIC. NO. E�41�10
EXF, rsiO. 2001 LOCATION: rT, IIIERCErL
BUYER NO,: TAXIWAY DEVELOEMPNT
UNITED STRUCTURES OF AMERICA
IV2 BU6CHOW3 UNITED STRUCTURES OF AMERICA, INC. DRAWING 5Y DATE ICHE 5y ED)
HOUSTON, TX 11039 M12 W�� Dc:
HMOTM �X� 1105v
J05 11CALl- UKAWING 0 ISSUE
N.T.S. I E5 OF- I PI
ujloxi2
x
11 =3
ETQI
E T,4 I
115II/Fr
DETAIL -0
r-'� 06
ELEvATION 'a LINE
RIG�J ENDWALL
(LE,4N-TO)
NOTEI FIELD CUT PANELS
A5 REQUIRED
5HEETINC3 v LINE ''E511
R1&4T ENDW,4LL
(LEAN-TC)
0-1
OPEN
(FOR HANGAR DOOR
T[ DETAIL WYE5
T-- I ----------- ---------- I ---------- T
z -t
z z z -2 ----------
ACHII r& ACP2 ACW3 AC1"44 ACW2 # Ac;H1
OPEN
(FOR HANGAR COOR)
OF�EN
(FOR HANGAR DOOR
151-0
W-6
V-5
18'-4
IV-4
W-8
Ir,'-O
MV-0 CLE A 20'-C
W-0 0/0 STEEL
41
ELEVATION e LINE ''T
FRIGll-J ENDWALL
(MAIN
6 1 12
`7
7
h M d) RD Ift in d) m
;t t lt 't * -4 ;t ;t
5Hrzr=T1Nc:s e LINE 1711
RIG�4T ENDLUALL
(�1,41N BL[)G,) F--
CU5TOMER NOI
TO E
PIEFFERENCE ST
qr
N
W ((r
r
rOUF-E5TANF-)'A :ICTION6,
ANAN ALMUGHIR451 ISSUE REY, PE6CRfF`V0N
LIC� NO, 54cJIO PI FERMIT
EXP, reb, 2001
UNITED STRUCTURES OF AMERICA
1912 15USCHONG
HOUSTON, TX'1105S
L4
)ATE 7V
DE5CRIFTION: ERECTION PLAN
&/21 CU5TOMER: 5T, LUCIE'5 5TRUCTURES
LOCATION: FT. FIERCEFL
IBUYER NO.: TAXILUAY DEVELOPMENT
UNITED STRUCTURES OF AMERICA, INC.10RAl 5Y DATE C14ECK 5Y
mv �� DC 1 91/11/0911
H�Tct� M�s 110se B 0 SCALE DRAWING ISSUE
I 28f-�-W41 �jo 3302aA I WTr I EIS, OF I 1=1
V-46
rfT22'-10
46
AF5-
4--c
44
W-0 4 0 W-0
4'-
32,3
104
pAN L
4
10
24
10
.....
(4) 1". x 1j" 4325 EOLTS—Z
(V CONNECTION M)
(4) j"o x 2" A325 BOLTS
(V CONNECTION M)
IL
FIN, FLOOR ELE.
p
mL 11 =A.
4'-Ik
C�f�,)0&55EC�TION a) LINE& 2-4
12
6 F-
2
(6) I'll x 2V A32S BOLT$
(J" CONNECTION IV
(14) IVO x 3" A325 MOLTS
(V CONNECTION IV
I NOTE
FLANGE MRACES ARE LOCATED ONE
SIDE OF FRAME ONLYf UNLESS NOTED)
FIN. FLOOR ELE,
0100'-0
16%]
4--0% V�l I L5 *-01 4'-
(10) 1110 x 24" A325 BOLTS
(All CONNECTION M)
k��l
NO .5
110'-St CLEAR
120'-0 COMM, OUT STEEL
ISSUE REV. DESCRIPTION DATI
ANAN ALMUGPRA51 —Fl— PERMIT 6/21
LIC, NO. 54ilo —
EXF. Feb. 2001
UNITED STRUCTURES OF AMERICA
1SI2 15USCWOW3
WOU5TON, TX 1103S
12
-----j �
4--olL 4'-
(6) 1`0 x 21" A325 BOLTS
(J" CONNECTION V
(14) x 3" A325 BOLTS
(J" CONNECTION It)
22'.10
46
;t
4F5-
44
:t
j
AF5-
j
ri
0-1
4'-
DESCRIPTION: ERECTION PLAN
CUSTOMER: ST. LUCII=-'5 STRUCTURES
LOCATION: FT. PIERCEFL
5UYER NO,: TAXIUJAY DEVELOEMENT
JNITIED STRUCTURES OF AMERICA, INC, DR40WG BY CWptK By E
nl2 suscfl" Dc r��
�6TCK M� "035 - Illoro I :�:lf
2v-�-041 JOB SCALE DRAWING ISSUE
33025A I IlLT.S. I El OF I Pi
V-44 3'
(4) VO x 2" A325 BOLTS
(V CAP W)
"-74-4
W VO x 11" A325 BOLTS'--�
(V CONNECTION IWE� ,
Ape
10 42
u
ID j
AF5
U)SX10 (TYR)
4-1
d
2
�18
_;4e2�V A325 BOLTS
TION P)
It" x 3" A325 WILTS
CONNECTION it)
NOTE
FI BRACES ARE LOCATED ONE
SIDE OF rRAME ONLYlUNLSS6 NOTED)
� FIN. rLooR
N
(a) I", x 2V A325
(411 CONNECTION
L)
N
4--ot
1101-8� CLrzAR
120'-C OIC STEEL
CROSS SECTION e LINE (c>
- Tt�� -11111 47011
2
(8) VO x 2V A325 EOLTS�
(W" CONNECTION It)
(14) 110 x
(111(
ISSUE Roy. DESCRIPTION DATI
ALMUSPRA51 — —
LIC, NO, 541Z10 Pi i=ERMIT
EXP, rob. 2001
UNITED STRUCTURES OF AMERICA
1512 51JECHOWO;
HOUSTON, TX *1103S
T
tV-4k, 3'-4L 1-31 Y-0 3'-o
381-012 i��t
46 4) VO x 14" A325 5C
(V CONNECTION I
;t
AFI
42
L)
(L
(U3XI0 (TYP
(o
4'-Ia
(4) %110 x 2" A325 5C
(YI CAF Ip)
I)F:5CRIPT10N� ERECTION PLAN
CUSTOMER: ST. LUCIES STRUCTURES
LOCATION: rT. FIERCEPL
5UYER NO�: TAXIUJAY DEVELOPMENT
UNITED STRUCTURES OFAMERICA, INC. DRALWI BY rATE CHECK5: DA IE
sa "04" D cl rolilloro
H�T� �XAS 11035 SCALE DRAWING ISSUE
261-"2-6241 33025A NITIS. I E8 OF 1=1
(1)
LU
V
CA
5TEEL LINE-
5TIFFENER It' (N5 4 r-s)
YPICAL)
-T ANGLI-=
'PER" ROOF PANEL
(4) V" x 2" 4325 5OLT5 WlOxl2
W/ 12" CONN. PLATE
MAIN FRAME
RAFTER
WALL PANEL—
1
4
'2"" ALL THREAD ROD,
NUT tv EACH END
TO 5E USED FOR ERECTION
PURPOSES ONLY, NOT SUPPORT.
C14
x 2"� A325
�(4
.E W.45PERS
LE
_)
_NL
A. END.
E EA E
I
GUIDE BEAMS
I
I
waxio (4) 110 x 1� A325
I
lJ8XI0 SUP PORT 5EAMS
CLIP -I
I
I
SOFFIT PANEL
700 R&I
IN
5051 a roloi
4
I I — -1
110 PI III WE I
A
4-<
11-2 11-2 <E)
41-a
MAE\
51-10
G)
4'- 0
11-2
814EET ANGLE
23'-10
'P5R" ROOF PANEL
STEEL LINE
I
PURLIN
'2""
v STIFFENER fl�
Lu ALL PANEL—
ALL THREAD ROD,
NUT6 EAC14 END
V CLIP
Lu
TO 5E USED FOR ERECTION
PURPOSES ONLY, NOT SUPPORT�
(4)-j" x 2 4325 0
lo
>
—
— —
(4) 1",' x 2" 4325 5OLT6
L4x4xl/4
L4x4xl/4
4
W/ V CONN. PLATE 4
t" 5C,415 fl! ON BEAM
I" 5TIFF. f�
STIFFENER t
2 DEPT�4
SOFFIT P �NEL
0 0
't'27
-'W's
GUIDE 15EAM8
W&Xlo�
—STEEL LINE
'o
01-10
01-s -2 11-2 11-1
C) 0
1'-2
I
5EC71ON
IN7EFRI�-IEZ2147E SUf=f=CfRT
x
<[C<ER
OTE: ALIGN WEBS & INSIDE
OF BOTTOM FLANGE PRIOR
TO WELDINC.
AFTER FINAL),,Je
ADJUSTMENT 3 DETAIL "All/Ea 8
0 FIELD WELD AFTER FINAL ADJUSTMENT.
MIN. WELD= �,," FILLET _x4".
:L LINE
1-2
5�r57E�l
�AFTER FINAL
�ADJUSTMENT
SOFFIT PANEL NOT
SHOWN FOR CLARITY
�%' xl�A325
ADJUSTMENT
ISSUE REV. DESCRIF-tION DATI
ANAN ALMUGPRA51 -
f:qI PERMIT
LIC. NO, 541BIC
EXP. Feb. 2001
UNITED STRUCTURES OF AMERICA
1512 13t.16CHIONG
HOUSTON, TX 1103S
DESCRIPTION: ERIECTION PLAN
CUSTOMER: ST. LUCIE'S STRUCTU"b
LOCATION: FT_ PIERCE, rL
eLlYER NO�: TAXIWAY DEVELOPMENT
JNrrED STRUCTURES OF AMERICA, INC. DRAWING BY DATE ICHECK BY JDATE
W � DC 6/20/09,
�Tal* T5xA5 110" 1
2a1_"2_w4' JOB SCALE DRAWIJO
33025A I N "A C3 OF ISSUE 1=1
C-4
I "D I = a 1 .4
r----------------------
L -------- -- m4w
-------------------------- ---
L-------------------------------
------------------------ 7 ----------
L---------------------------------- j
-----------------------------------
IL ---------------------------------- j
H 0
----------------------------- 4-1
It
09
8" GIRT$
NEOPRENE
FLAT 5AR W"-FM-4
4-20TEr5 5CREW
o 1211 O.C. ,
JOI
Tm-2)
Q r= TA I L '' 3 11
11 2
E)ET,41L 11311
DET,41L IIIII
DETAIL 11211
------------------------------- --- --- ------------------------------------------------------------------- -----
PETAL 11211
�(51 m I L I �AR)
D00fR LE,4F
x1a'-7
Z)00fR LE,4F
X101-7
------------------------------ 2 2 --------------------------
20 _0
150'-0 0/0 �44NG741R [DOORS
— -- �- -0- 111 L 11
I'l- I r
PANEL
(PM-2)
PM-2)
I)COR LE,4;= I
-------------- x1a'--7 ---------- -----------
2 2
IDOOF-, LEAF LA��rOUT
FMI AND FM2
TRIAL FIT WIf-H DOOR5 IN FULL CLO51ED
AND TPEN IN FULL OPEN P051TION,
WELD ANGLES TO VERTICAL DOOR LEAF
CHANNEL5AT A FIELD DETERMINED
ELEVATION. BE SURE TO WELD ANGLES
IN PULL CONTACT POSITION.
-4X3X12xo'-&
(ro) fRfza,l::)
(rN' 2)
fz;'�1-2 4XI�X'2XO,-ro
(12) f�Eal;)
DRAG AWJL5
FLAT BAR�xl"-FM- 4
R*
RAG ANGLE
FM-4 ;=L,4T B,4R �xll'
7
- ((c)) fREO'C)
T
GIRT
OR
4-20 TEK 5 SCRE
0
a 12 11 O.C.
NEOPRENE 13" WIDE
FBIR" PANEL
2ETAIL 11111
ISSU11
REV, DESCRIPTION
DATE
DE=5CRIFTION� ERECTION PLAIN
ANAN ALMUGPRABI
LIC. NO, 54,310
Pi
PERMIT
6/21
CUSTOMER: ST. LUCIE'5 STRUCTURES
LOCATION: rT. I"IrERCE, FL
EXI", Feb, 2001
BUYrR NO, TAxIWAY DEVELOPtENT
UNITED 5TRUCTURE5 OF 4MERIC
DRAWING BY
X By
DATE
11212 5U8cHoNG
UNITED STRUCTURES OF AMERICA, INC.
HOUSTON, TX 7703S
I
�:ALE
DRAWING 0
eic OF
Iselurz
I PI
RtB
m
a
pw
I
I
I
x
0
0
I — (
IME
TOP ROLLER GUIDE
ASSY (TYP)
U)axlo
ClOXI5.3
-��PIPJE INSERT
3F2"O X 0.300
PIPE SLEEVE
1OZ2
1OZ12
1OZ12
X�'10Z12
cloxie.3
— — --- — — —
— — —
— — — — —
L6
a)
5<-
x
x
x
x x
ro
Or- 30* A5C;E R,4
7- ----TWHEEuL A,SY. 1L7
IN. FLOOR DETAIL 1111/El,
2'- 0 1 141-1
((1 :r>) RE c I D
SP:;: E�12 r-OR
4NC�40R 4 C,4NE BOILT NPO.
fflum
x
Q�
Nal
FASTEN NEOPRENE AND TRIM
TOGETHER, THEN FASTEN THAT
ASSEMBLY TO TOP OF PANEL
AS SHOWN. I
I IzIlluul �Allcllw*
At 12" On Center
FLAT 5TRAP5 14"X24GA
(2) -SCIREW5 EACH ENE)
4 ONE a r=,4C:P GIRT
FLAT 5TRAF8 15 TO PLUM5
4 5aUARE THE DOOR LEAVE&
PRIOR TO IN5TALL;NG LEAVE5.
�C �110N 'X111E11
1
M'- 4 X 212 X rO
NE BETWEEN TRIM
VETS @ 1'-0 CTRS.
CANE BOLT
114 11 fROD
X1111"
L412 j
DETAIL
I
III/Ell
—C14
--N
—F�
-il
__Fq
Q)
5HEETINQ 10 HANQER Q00F,
CUeTOt-1rzfR FIELD NOTE-
C,4Nf=- E30LT& �11J&T 5E FF�OFEF�L�T'
ENG,4GEID TO FREVENT DOOR
t�IOVEr-IENT OR DE-R,41Lt-IENT
ESPECi4LLY IN L�IG44 WINE) CONDITIONS,
AN,4N ALMUGPRABI
LIC, NO, 51-4VO
EXF). �:sb� 200-1
UNITED STRUCTURES OF AMERICA
IS12 15USCWONG
WOUSTON, TX 1103S
19§WE REV. DESCRIPTION DATEVZQ�71
fel PrERMIT 6/21
L
STRJCTURE5 Cr AMERICA,
mu mw�
WMST� le�s lime
DM$CRIFTION� E=F;?r--CTION PLAN
CU5TOMIEEIR: 5T. LUCIE'S &TjRUC.TUf;P,#r,
LOCATION: FT. PIERCE, FL
5UYER NO.; TAXIWAY DEVELOPMEN-r
3302aA
1 or I F1
. . . . . . . . . .
I�� \ HOLF
I ro / CANE E
T
(2) W"O x J
N PEAVEY WASHERS
OOSE ANCHOR
(2) VO x 2" 4325 (A&x3I2xP
W PEAVEY WA6HER6 S/E 12 +112� 2 2 1'21
FLOOR ANCHOR
C EMBED ( ) (FS)
T5r2x4x1W (2)'2"' x2l'
WELDED 5TUQ5
FLOOF� 4NCHOFi� EDET411
(TOF VIEW)
OUTSIDE
CANE 5OLT
W10 ROID-�
[a
11411 40 f:,ifmrz
Em5r:c)
LOOSE ANCHOR CLIP
(A&X312XV
(2) VO x A325
/L—qHEAVEY WASHERS
> d
301* F41
SECT, 51/E12.
SEE SEGT1ejN
c 4 D/ 2
(2) W" x 2"
FLOOR ANCHOR
C, EM5ED ( ) ,
T55x4xlu4 (2)12"0
WELDED STUDS
BCTTCM 0F
LE'S
m
0
Ii
6 >
C' 4NE511LT I FNL
INFO NOT 5HC)WN
C?;� CLAR
F=F
R04N1G104mt;;'>
DOOR
NMZMAI
L005E ANCHOR CLIP
5110 A a�=
x
HEAVE'r' WASHERS
(2) 1110
2) %"9' x 2" A325
EAVEY WASHERS
E 12
FIN,FLfR
5EcT, 'cl
L005E ANCHOR CLIP
11 2 1'2 1 1'2 1'2
4 4
4
4
4
P�E- N JT &
5 E C: T, 'D'/E 12.
FLOOR ANCHOR
t EMBED ( ) (ra)
TS5x4xjq (2)12"' X211
LUELDED STUDS
— (2) 1" x A325
J4 PEAVEY UJASPER9
- (2) VO x 2" A325
u4 PEAVEY WASHERS
FLOOR ANCPOR
C� EM5E[) ( ) (F6)
TSE�x4x�Lq (2)12"0 x211
WELDED STUDS
ANAN ALMUGHRA151
LIC, NO. 541BIO
EXF, Feb. 2001
UNITED STRUCTURES OF AMERICA
1912 %8CHCW5
�40USTCN, TX 11035
Fzf;P,fz-GT0F, NOTE
1,154 has provided a Hanear IDoor Leaf 4nchcr 5y5tem.
This system -15 to anchor the door during hurricane force
wind conditions. The anchors are to be 'installed while
doors are in closed Position. Door anchors consist of
one anchor at every t)ottom corner of each door leaf.
4NCE401;R ASSEMBLN'T�
LOOerz ANCHOR CLIP (Arox3lzXI)
(2) W" x A325 Lq PEAVEY WA5HER5
(2) W "' x 2 " A-32�, (ALL TP� �AD)
4 PEAVEY WASHERS
RELD NOTE.
WL-IEN T�4E DOORANGHOR 15 NOT IN J&E,ATTACH
THE LOOSE 4NC-HOR CLIF AS S�-IOWN TO TPE
DOOR SILL C,44NNEL. INSTALL A325 BOLTS TO
EI-15EZ) ANCHOR, TH15 WILL <EEF THE DOOR
ANCHOR E,45ILT' ACCEeS15LE FOP, N6TALLATION
WHEN THE WEATHER 15 THREATENING;.
WINE a �\ I "d-0 m PC N
ISSUE REV. DESCRIPTION DATE171f] * DESCRIPTION: ERECTION PLAN
1=1 PERMIT ��x CUSTOMER: ST. LUCE-'rp STRUCTURES
LOCATION: FT. PIERCE, FL
5UYER NO,: TAXIWAY DEVELOPMEN
UNITED STRUCTURES OF AMERICA, INC, DR,4WING 5Y DATE cwEICK 5y DATE
ma � DC I 012010ro
W�TOR Mx" 11M JOB SCALE
261-�-8241 N.T,19- AW'Nl'
$ 33028A 1 1 DR 12 or 12
-NQIF— UA.A. on the
rool' purlIn. All
and hardware [a bV others.
,"We M2 X It 6CS
�fl`* x k ITO
AW.LE, BOLT6, WAt4osR,
5T OT�Iffm!I
Recommended Connection Detail
of purlim is structuraliq donrimernail to the mes,ber. An�i
no- ncluded In the with cleellan loadw, are to be attached
bg connotation directly to the web omlij.
rldlild Mocilr1aailomiI, - Warnino
Rot. Cover ahoot LI paragraph 2.11
r1a clamil Is not
an sonneo,,on
Hillside washer
Flat 111301her
Pa 14A
Connection through the Connotation tl�cugh�ths
Fares, 1. not flane. 1. not aw.
ATTACHMENT OF
SUSPENDED ITEMS
(BY OTHIEERS)
7 � Cable Brus
Ego 904 Eave Strut
also Or Rame
CABLE BRACE
TO FRAME DETAIL
NOTE: U" A Backup Plate Under The Hillside waoher
For Cold Form Members.
0'. k P7q /9 - oll
EFiCTOR NOTE:
1 I'l Brc. (if "q,d) (4) Bolts Rsqd
f 12 , * � OF Rams
Cross Section
PURLIN LAPS
(8 Bolts, Add 2 additions I per fill bra)
1211
A
CL23
Strut Purlin
(If Required)
l2fl
1211
1211
MEMBER SCREW LOCATION Detail
(ALL MEMBER5 EXCEFTA6 NQTEE))
1211 1211 121f
r_2Y 111 2 V1, 21�( III 21�1'214' Is 2 11]
MEMBER 5CRELU LOCATION Detail
It& Screw At Continuous Tape 5salor
20' On Center Il"03d'(Stainclard)
Member screws _�_ "
continuous, Tape
ION139 (5ti
I"X,A(q
(Must Be Specifeicl On
(4)
r
I I"x IN " (Optional)
X'N" 'C"Ic"Ill
Extercled Lej On
�, 0�
'"R, Pa"I — NM
D-E—TA'L� 14" SCREW FATTERN5 SHO11N,
I SATISFY UL-W
REQUIREMENTS FOR ROOF
THE U54 RBIR MUST NOT
BE ATTACPED TO TPE
STRUT ZEE. ANY ADDED
ROOF NRLINS FOR EDGE
5TRIPPING REQUIREMENTS
MUST BE ATTAGPED
�K;:j qnnr TO TPAT MEMBER,
atrut Purlin
(IF Required) BulldirI2
Purlin
-3
ROOF PANEL
IN51DE CLO$URE
EAVE TRIM - (ET05)
-14 616. 0 12" oz.
FLAT TRIM MATERIAL
(FIELD FIT)
LEAN-TO OR CANOPY
RAFTER (NAPE VARIES)
6EE 01113. 521
"IRF" MAIN RAFTER
WALL PANEL
IFF" MAN COLUMN
STEEL LNE
BY - FRAMED
LEAN-TO ANIXOR CANOPY TIE-IN
(o MAIN BUILDIWS 5AVE WEIGWT)
WOUT 5OFFIT
I 1 0
SECT. $1411-11AII
Attach TO Filvf Strut with
pop Rivets At 34 On Center Inside cloove
[M ember $crews
F At b'On Center
Stltdl� 5crai
At 61, on colter
Roof Pa�
Panel Cap Trim
Member $crows
(MK-ET02)*
T_7E�av
A
At W On Center
Cutter (rIK-1EC1__)
Strut
Outside Closure 4 Stitch
6crews At 241 On Center
uJall Panel
(CPTIONAL)
LOW EAVE PIETAIL
111
EAVE 5%UTTE
(%Il 51DEWALL
Erdwe 11
Main Frame
Corner Column
Flo C1
41 elcck
8" Zee Strut Girt
0 0 0
0 0
Strut
76,
Purlin Erdwa 11
Steel Llnj
'Wall
Girt
Member
Screws V- 2 .
Fnd Frame
C,OIRNr=fR SOL.UMN
L"/" Frame
Frame
INTERMEDIATE
M.5 '
(4)
BOLT PURLIN CLI
STRUT PURLIN CONNECTION
LOU) EAVE STRUT CONNECTION
CON
4ECTION AT MAIN FRAME
(AT DIAPHRAGM
WITH CL23 STIFFENER
PLATE
2'- 2
ACIditional Flares
—Field Drill
Oracle: Or reaeld)
0:
jRsf. C:ross Section
Flange Brace
4 5A3 Bill
8' Zee 5trut
Eave C
0 11
F of Cclumn
-4
('46 Req,cl) Main Frame
(Field Attach)
Diaphragm(KI)
Struts —_:
=- =,I I=
Intarlor C:olumii
Fave Strut
Strut Purlin
ro
0 11
11 P x I" A301
150
ne) Flathead
5cit Per
Member
Member
Frame
\'14
of Col.
C o,,nrsCtIon
5cretis
Screws
CL23
I I :�llt A�Cllp
, ) 0
LO 7
C:
$ECTIO"
A" (AS ".)
a 7�
0 0 0
SECTIN
" B" (OPP. WIND.)
\_(Cne) 348,04F x I"
Flat-14"d A301 6olt
irt
LOW EAVE
STRUT PURLIN CONNECTION
(AT DIANRAGM)
1211 1211
(2) Screws Betweei Base MEM5ER SCREW LOCATION "B" >__�
Member And 1'-3 '� Girt. (ALL MEMBERS) Strip aulig 21 of
(1) Screw Between All insulation Fold
Other Members, back ft viniii
1/facing. Tuck over
And (1) Screw At All insulation in thr
Member Locations. recall to
titch Screws prevent wic".
DETAIL It Ell
Fj5fRII or "S' FANEL WALL F�r
lRecominanded Bass Detail to
TWpical Girt a LonQ LaI2 Connection
Er�sctcr Ccinnection Note:
Vw you have a by-pass condition dwe girts share a corrmon ccrtrectfM,
you mat first use a flit hoad bolt to at to the head bolts
bolt in e Flush This will
cannot be used in this condition, It must b at 44"If
allow the orector to handle, ore girt to make the final lap, This rates erection surplaw, and
The ronoWng connection bolts n4sad to be the standard A301 machine bolts.
)(Girt La As R+cj'd)
BaU Dim, 1 91011 1 (nt Prams
Steel Line —
( 1) Vo A301 Bolts
4 (Ons) Flathead 12, IP '430 .1 Bolt
ArDID (2) 12" 4325 Ul Washers per ring. 5rc.
INTEfRICR COLUMN
(Q Lcng La
ANAN ALMUSHRA51
LIC, NO, 54BlO
E XF, reb, 200*1
UNITED STRUCTURES, OF AMERICA
1-312 5USCHONG
HOUSTON, TX '1703S
issue I REV. DIEESCRIPTICN DATI
f-I I-PrERMIT
r=ndiva I I Girt
Hot Rollsol Corner
CoIumn(MK-I=-U)C_)
Shooting Clip
I
L
(MK-CLro)
STClowall etoel��
10
Line
91cletuall Glrt-
�411
End Rafter
Endwall Steel Line J—
I
L4,
HOT FROLLED CORNER
C:OLUMN
Endwall Girt
Cold Form Emotuall
CoIumn(MK-ECF_)-
Enclutiall Girl
rEndwall Steel LineJ L4 I End Rafter
(:-_OL�) FORM ENDWALL COLUMN
Endwall (3
Pot Rolledl r=nclw
C.olumn(MK-r=WL—
Enclulaill (3
Encluiall Steel Llno-J L 41 End Rafter
POT ROLLED 1=-NDW,4LL COLUMN
(LONG GIRT CLIP CONDITION
C)ESCRIPTION: ERIECTION PLAN
C;U5TOMEIR-. ST. LUC;lr='S 5TRUCTURE5
SAO LOCATION: FT. FIERCEFL
* IBUYER NO�: TAXIWAY E)r=VEI_0PMr=N1
STRUCTURES OF AMIEERIGA, INC. DRAWING 5y DATE DATIE:
1 1 CHECI
WOUST014 ' TEXAS 1103, J05 0 3302aA ICILIE DRAL ING 0 SaUrE
;61-4Z2-5241 I NINA 1 9 ri Or 3 P1
9
e
EAVE 5TIRIJT_'_.
--------------
GIRT
(2) &crews Between
Member And T-3 " G�Irt'e
(1) Screw Between All
Other Members.
And (1) Screw At All
Member Locations.
15,46E ANC%LE
5teel
=010
5titch 5crw At
20" On Center
OUT51DE CORNER DETAIL
'F5R'' FANEL
0
CORNER TRIM
(MK-CTOI,)
LIN"
01111 01111 \ 1� 41111 a
ROOF SPFFTIWS
PURL IN
TAFE &EALIER
SCREWS 0 1�" O.C.
RAKE ANGLE (A4x2x165A.)
RAKE TRIM
SCREWS o 1211 O�C�
OUTSIDE CLOSURE
12"PAP M_ 5oLTS
END RAFTER
(5PAPE VARIES)
ENDWALL SPEETING
12 10XI4" A325 BOLTS
ENDWALL COLUMN
(5LIAPE VARIES)
Corner Trim
(MK-CT01)
Oa LIGHT
4'�CIJT
4 " 911 OF END
_6T9____ - -
4i<
LL)
GENERAL BWEETIING NOTE&
1) PANEL MODULE: TWEIRE 115 A tl`�LU5 OR MI1W5 TOLE5ENCE E3UIILT INTO T�HE 107=5R"" PANEL
AM� V-ffAll� ��W =qyi" -riL== All eTPQW-� MAC=
AWAJ=- TO C#-ECK ANY DIMENS110NAL CzAlIN OR L0,f
2) FOLNDATIIOX M�ST BE SCLIIAFE, LEVEL, AND OF T44
FOR THE RIEQUiRED 5LDG.
3)) T"E 5LDa �I�T 5E T16�-M AND P1LJr'15 5f_� 5
4) ERECTION lCIRM 115 TO CLEAN ALL MALL PANELS
5CREU)5 FOR CORNER
TRIM TO t-14%;H
STITCH 4ND MEMBER
5CREW5 IN UU,4LL
F,4NEL5
Attach To Eave 3trut With
Pop Rivets At Y-0 On Center
411
GUTTER STRAF-GIS44 0/
POP RIVETS
Stitch Screws
At 6" On Center
Panel Ca�p, Trim >'
(MK-ETO ) (*)
Gutter
GUTT
"f=5R" 6iDEUJ,4LL F
Inside Closure
-Member Screws
At 6" On Center
\-Roof Panel
Member Screws
At 12" On Center
51DEWALL GIR7
Eave Strut
Outside Closure 4 Stitch-/ 'P5R` WALL PANEL
Screws At 24" On Center
(OPTIONAL)
&ECTION e E,4VE
(q GUTTER 4 DOWN5FOUT)
SCREWS v1211
"FER" WALL
PANEL
"F5R" WALL
PANEL
GIRT
&ECTION THfRIJ GzIfRT
COMBINATION BASE TRIM -
AND ANGLE 0201
(RAMSET Max. V-0 C.C.)
7.
CTION 7�4
li,
AN,4N 4LMUGHRABI
LIC, NO, 5,41B10
EXF`. Feb. 2001
UNITED STRUCTURES OF AMERICA
1SI2 BUSCWONG
HOUSTON, TX 1103S
LU I T t�t: t>,
1) *12 SELF DRILLING SCREW X IV LG. `qUJASHER AT MEME3ERS
2) 014 LAP-TEK SCREW X I LG. LqWASHER AT STITCH LAF'S
3) %*14 SELF TAFf=ING SCREW X P LG.,4T MEMBERS 4 STITCH LAF5
issuE I Rrv� PlEscRIPTON IDATE
1=1 j=ERMJT 11 6/211
DESCRIPTION:EREIT111 ILAN
CUSTOMER: ST. LUCIE'S STRUCTURES
LOCATION, rT- F`IERCEFL
5U'T'ER NO�: TAXIWAY DEVELOPMENT
JNITED STRUCTURES OF AMERICA, INC DRAWING BY DATE, CHECK
M12 Dc 1 0/1.1/06
�TOK �� �030 �OB 0 SCALE DRAWI�
201-�-5241 3302aA I NTA I `S�3 or
T R I M
NEL
DWALL
I
IT
9
03 100`0 0/0 5TEEL U& 4'-6 ul
LINE
251-0 23'-10 11-2 1) T
4 4
2 2 2 2
2 2
2 4 1 Q
w
>
F W
d) w
lu 11 >-
I J,
-1 CL
10 (D
r- -4 lu
M
F, Ilk -!k Lu
2 4 A
r Z�, A R
H K
di In
tu
in
Cl
z (REF, r3) N
SEC:ON[) FOUR
4 4 2 <
INISH FLOOR r=LE.=+100'-O
P a BTM, OF ALL SASE PLTS.
ELE.-+100'-O (UN.)
7-4,
+
ID 5 E
c =Hi
A 14 14
J
p 44 p w 3 31-7 L C'-10 Q
IL
00
2
2
2 J,j 2 d 1 2'. 1
2 2 2 2 14 2 2 A w 2
Lu
-j w 01
w
L Z J'-4 4
Lu r LD L,
--E4T
Q I-- Cl x
Z 1 -1 1
L)
x
w
BTM. OF LEAN-TO BA9r= PLTS,
(_!,!�E. = �41001 - 5 (UN.) 2 2
=(oUj-4n149,=- PLT9
K N N N K
,K d, �d, Id,
---Ijl �jl �k ,.k -L,
kK
5 r7 2 .. d G 2 1. j C, 2 21 12 2 5 5
&I-
tro 0 Sl-(o
25'-0 -s-rL LINIE 4'-b
92'- 2) 0/0 5TEEL g,'-2
G)
ro-1110 ANCHOR BOLTS
E3AC2r= TYPE 11,411
6105LUALL
STEEL LINE
W
z
2-j"I" ANCHOR BOLTS
5,45E T�'FE IjI1
51DEWALL
STEEL LIN�
5 510FLUALL
I
*STEELT INE
(MINd
2 4j SIDEWALL
STEEL LINE
4-1"0 ANCHOR BOLTS
5,1 TYPE 11511
4-VO ANCHOR eOLTS
E545F= TI 11Cti
21
ENDIUALL
STEEL LIN
4--l"O ANCHOR BOLTS
E3,46E TTFE IID 11
4-1`0 ANCHOR BOLTS
BASE TYf=';= "E"
4-1"1 ANCHOR E30LT5
5,45E TTf=E T11
2-�"" ANCHOR BOLTS
Ir
545E TFI 311
2-Y"' ANCHOR 50LT5
E345EE T�rf=F= ItHli
C3t=Nk_KALF NL� I =V:
31 The A It 6 shown on this drawine locate the Anchor Bolts
In reference to both the BuIldIne Steel Line and the outside OF USA'a
eUC,aEsTE12 panel recess of 1-1/211.
ZUrtited Structures OF America is responsible for the design of the anchor
bolt to permit the transfer of forces between the base plate and the
anchor bolt in shear, boarine, and tension, but Is not responsible for the
transfer of amI bolt forces to the concrete or the aclasI of the
anchor bolt in relation to the concrete.
Unless otherwise provided in the order Documents, United Structures of
America dos# not design And is not responsible for the design, material,
and construction of the Foundator, or Foundation ambedmenta. "the End
Use Customer should assure himself that adequate rrovlofors are made
in the FOWI clasigar for loads Imposed " cc umn reactions of the
building, oth@F Imposed loads, and bearing CAPI Of the $011 and
other condlitere Of the building site.
It Is recommOV0601 that the anchoraes and foundation of the building
be clamigneA 119 4 P-531stOr"I ProlessIcral IsIginew experienced In the
design of SU&h structures.
Bottom Of 411 Base Plates are at the same elevation. (UNLESS NOTED)
NOTE: sHl ANGLES AND/I ANCHOR
TIES AFPA k= FURNISHED BY U.S.A.
5-1" ANCHOR BOLTS
5,45E T'IIr FE [1<11
ENDWALL
STEEL LINE
44"0 ANCHOR BOLTS
INDIUALL
TEEL LINE
2-Vo ANCHOR 5OLT5
15,45E T'� FE '�-V'
4-1" ANCHOR 50LT5
15-45E T'T`F=E ''NII
2-12"0 ANCHOR BOLTS
5,45EE T'II IIFII
LEAN-T MAIN BLDG.
ROMMON STEEL LINE
0
N. FILCOR
RAMP
(By OTHERS) FIN FLOOR
001-0
&ECTION 11,411
STEEL LINE
FLOOR
5EC710N IIDI?
FIN. FLOOR
A
/( RAMP
r.1. . (Ir REOID�
6ECTION 'IF"
JU STEEL LINE
2 4
DIM
�E=W2
4-1"0 ANCHOR BOLTS
Q,I TYPE 'IS''
MIN. FLOOR
5ECTION,11GI?
COMBINATION BASE TRIM
AND ANGLE 0201
STEEL LINE
(RAMSET Max. V-0 O.C.)
/— FIN. FLOOR
2
REACTION FOR SET - I AT GLs 2-4
NO,
LOAD CONDITIONS
V1
HI
1
DEAD LOAD
a
0
LIVE LOAD
-12
-2
3
LWP
-1
-3
4
LWS
-8
5
IRWP
-.3
ro
RWS
-12
4
—
7
LEP
-12
-4 1
DL + LL VFI B K
DL + UJL Vg 11 K
Hc 12 K
MAX. E.W. COLUMN PEACTIONAT BEARING FRAME
MAIN BI a LINE I
DL + LL V= I K
DL * LUL V. 10 K
He I <
MAX. E.W_ COLUMN REACTION AT BEARING FRAME
LEAN-TO e LINES 1 4 5,
STEEL LINE
rIN. FLOOR WIND T
K
P= 4.5
5ECTION IIHII M- 54
II BASE COLUMN REAC.
s LINES 1 4 5
K aD LINE I H
N e LINE 1 K
-3 o LINES D 4 T 4
2 im LINES D 4 T 3
WINE)
&-PO ANCHOR BOLTS
5.45E 7T-Fr= K
NOTE,
Anchor bolt el sholum below are For easneral reference
and are not to be construed as a standard 111 21 KI 21
Embedment langth OF bolts will var� based on the
Foundation design. It is the responI of t1I customer
to datemine, the proper anchor bolt embedment lareth,
Ref. Genera I Note 02 of this cirzF
(IF Anchor Botts are supplied b Urp_A, BRACED BAY �4C
Customer must soecifu reciuIred lenoth to USA). 11
W,ND T T
54K 54K
BRACING REACTION
0 LINES 5 4 Z
T 3 T
2 4
1
REACTION
FOR SET - I
Ss �I-4
NO. ILOAE;)
CONDITIONS
IVI
H1
V5
IH5
I
DEAD LOAD
10
4
a
-4
2
DEAD 4 LIVE LOAD
43
21
34
-21
3
0.(bQL+LW1P
-51
-30
-2-1
12
4
Q.&DL+LW$
-2-1
-22
-a
5
=
0,&DL+RWP
-34
-12
-3B
3'Q
(o
0.&I;IL+RUJ5
-10
-5
-20
22
"I
0.ioDL+LE
21
_E�_
O/oDLREP
-4-2
18
T 3 IT
2 —4
1 5
REACTION FOR SET - 2 AT GLs ro
NO.
I LOAD CONDITIONS
v]
H1
v5
H5
I
I DEAD LOAD
14
1
12
-1
2
DEAD + LIVE LOAD
35
114
31
_11B
3
0.&DL+LWP
-50
-31
-25
11
4
0.(oDL+LW5
-31
-26
-11
B,
O.,oQL+RWP
-30
-11
-40
3F—
&
O.&DL+RWS
-12
-6
-2ro
26
I
0.(oDL+LEf=
-42
-14
-30
T4
6
0.&DL +REP
_3121
-11
-26
11
V (kfps)
WE
M (kip -Pt)
W (kips)
SIGN CONVENTION
ANAN ALMUI ANCHOR 5OLT DETAL III SYMBOL Di.4,1 arY. L I I T PRoi, SsuE REv- uE6 DE5CRIII ANCHOR BOLT SETTING PLAN
L rA4 + 1/21, 01 M.B. x V-6.,
L IC. 1, 0. 541310 52 Wl NUT 1 1/4" F INI PERMIT CUSTOMER: ST. LUCIE'S STRUCTURES
r
12 [--2" 2.1 21,
EXP. Feb. 2007 T T AS FT. FIERCEFIL
T E!R . 6, 31,
�y 49, 3/4" 40 I'-EI- LOCATION:
WA U.S.A.) Al /Z BUYER NO�: TAXIWAY DEVELO MENT
UNITED 5TRJCTUFE5 Or AMERICA UP TO J"o Al y y I _CK_ ---
OVER I'll As V, UNITED STRUCTURES Or AMERICA, INC. DRAWING BY DATE r EjC14BCK 19Y DATE
ISI: BUSCLONG
HOUS�FOII TX 1703S SLI
UT .410 1 114" 2'-4" 4-F 4" 140,01ort TEXIM!, 1103V SCALE ISSUE
5TM - A3(, 410 21_4�"F 1 JOB 0 33026A N.T.5. Or Pi
,aNci-IOR F�OLTS (RY OTHERS Al2 -6 1 1/2" 1 4" 1 4" 1 1 1 DRALUI12 -4 1
If
I
0
Is
w q
0110
POOR STOP
(TY'F)
01-1132 181-8
RAIL START POINT
MIMI
15m,
110'-0 (DOOR OPENING)
f-ml
3011,45CE RAIL x 13'-5
300 A5CE RAIL x 55'-4
300A�CE RAIL x 31'-0
A
14A/T-I+ 31-0� 21-lob V-2b
INS ol
— — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
04-
11-7-- ,7
t i7t-
--- -1 - I ]�-.
------------------------------------------------------------------------------------------------------ - ----------------------------- - ---
� 7t� 47� -------
D/F-4
LEVELING ANGLE
�Z) (OFF. HAND)
(12) SPACES * 3'-0 =3&'-C
6�2L-
3'-4
(5) 5FACE5 im 3'-0 = IE5'-O
150'-0 OUT/OUT Of= HANGAR MAMING
50-70�-1 R,41L,4NC�40R 5OLT 4 LEVELING,4NGLE L,4YOUT
L�'L- 1
3'-4
(5) SPACES OD 3'-0 2 15'-0
— - - - - - - - - - - - - - - - - - - - - - - - -
ERECTION 5EaUENCE
1. MAKE FIR5T FOUR (SEE 5UILDING ANCHOR BOLT PLANS ALONG
WITH THIS SHEET)�
2� SET LEVELING ANGLE5 ON '2"0 ANCHOR BOLTS W DOU15LE NUT5.
3.5FOT WELD RAILS TO LEVELING ANGLES.
4� US�NG SURVEYING INSTRUMENT, SET RAILS To REaUIREr:) ELEVATION
4 MAKE SECOND FOUR.
*RAIL$ MUST BE eTRA13HT, LEVEL, 4 TRUE rOR PROPER OPERATION Of:
ROLLING E:)COP-
- - - - - - - - - - - - - - - - - - - - - - - - --
16SUM REv. DESCRIF-TION DAT
ANAN ALMUGHFRA51 1-1 PERMIT 6/21
LIC� NO, 54,310
EXF, F*�P. 2001 —
UNfTED &TIQUCTURES OFAMER(CA
IS12 13USCHONG
HOUSTON, TX 1-103'a
ANCHOR BOLT 1--)ESCRIFTION (a LEVELING ANGLIES)
(I(o4) - V41 STRAIGHT ANCHOR BOLTS x 0'-9 W1 (3) NUTS EACH
W/4" THREAD, 42" FRCJ.
(ANCHOR BOLTS a DOOR 57ofm5d
(12) - VOSTRAIGHT ANCHOR BOLTS xl'-5 u4 (2) NUTS EACH
Iq 3" THREAD, 3" PROJECTION,
uAlAw 9111-11,
UNITED STFUCTUFRES OP AMIERICA,
1912 M�
�STQK TEXAS 1103%
M-1
DESCRIPTION: ANCHOR BOLT SETTING PLAN
CUSTOMER: ST. LUCIE'S STRUCTURES
LOCATION: rT- PIERCE, FL
BUYER NO.; TAXIWAY DEVELOFMEN[t
)RAUING BY DATE CHECK BY DATE
DO 1 6/20/0& 1 — I
JOB 0 SCALE DRAWING #
33028A 1 M TS I r3 OF 4 16SUE
6EC;0ND FOUR
4 -4
4
STEEL LINE
(i)
151'/F-4
/ LEvEL
-ANGLE
'IF -f= =-3�=
.4
6-
4
4 4 5
01-S V-2 l'-2 0'-S
m
SECTION 11AII/F
ow
�:Ir=Ll) �:ILLF-T LUELD
50TH 51DE5
W�455L
30* RAIL
5ET LEVEL
12"o 4NCHOR 5CLT-j I&MAM �-Lf=-VELING AN
0/�=,4
[�)ETAL 11511/P4
300 RAIL
BE*YOND
4
A
eECTION llcll/f=4
3 A
2x2x)/&
11-2
Aaxe'X12 x V-13
01-11
DOOR 5TOP---r
LU
0-
DOOR 5TOP
EDGE OF DOOR 4 BUMPER
SYNT�41ETC. RUBBER
DOCK BUMPER
(CUT 1'-0 Pr- IN PALF)
'W4 - M�DGE
_50TTO
or DOO
moll
Effl
�W�
OUTSIDE —F
300 RAIL I I I
SET LEVEL
r>
SLEEVE EMBED I
�5ECTION
rl--
:10.2
I IG 11 /F=-3
(2) W"OX2"A325 IV HARP UJI94R.
///--,r-llN. FLOOR
E /E.4
-4
—T5rpX4XI
Ili/, � L110�1 11
WELDED 5TUD5
NOTE. LEvELING ANGLE NOT 5�4OWN
3
xaxroxl2xol -13—�
DOOR STOF
(2) 34 110 ANC BOLT5
�1&1 "I -
ANAN ALMUGHRA51
LIC. NO. 54S10
EXP, Feb. 2001
UNITED 5TRUCTURE5 OF AMERICA
IS12 5USCPONCI
WOUSTON, I X I 105S
2
ITDOOR 5umf=ER
4TT,4(:;H TO 5TOfm
11 (1) 12 110 5OLTS
-1 - — — — — — — — — — — — —
ol
i —
ol
DOOR FANEL
SECTION llk4ll/f=.4
1�"o
3 3
L
EDETAIL llFll/F3
[$SUN: REV. DESCRIPTION DATEM, DESCRIPTION: ANCHOR BOLT SETTING PLAN
�j PERMIT 6>121 CUSTOMER: ST. LUCIE'5 STRUCTURES
LOCATION: FT- PIERCE, FL
BUYER NO, TAXIWAY DEVELOPM T
UNITED STRUCTURES OFAMERICA, INC. DRAUJING BY CK slr DATE
mu �� i _>C tL�!! —
flmTm, TEX4 livas JOB 0 SCALE DPAUIN ISSUE
V4 4 P1