HomeMy WebLinkAboutREVISIONTAXIWAY CHARDE S 44057'58" E - — - — - — - --- — -- ---
- — - — - — - — - — - — - — - — - — FNE) NAIL
BA4 NGVD
RECOVERED ELEV 22.06
10/12/00
it
7 v
FND PK&D NO ID
42.21' &E�
I BOUNDARY LINES I
ON LINE
A -PERMITTED BASIN
MAINTAIN MINIMUM OF 250' BETWEEN 0 CO AREA LINE
C/L OF TAXIWAY AND CONSTRUCTIO
B-FOR LEASING
ACTIVITIES AND BARRICADES. z z z PURPOSES ONLY LINE
N
I
C
PAR,,.' -EL 8
690 EXISTING A$PHALT
FOUND PK & DISK ;50 APRON
690� 70') SQ. FT.
0)
15.8� 6 AC. U
I N
DRAINAGE BASIN lil 0
5,51 ACRES.
Lj_j ? Tc 0.2 ht -P*R eEt iffz:-
Z: I-
C)
PROVIDE TEMPORARY PROVIDE SECURITY FENCE
CONTRACTOR ARE
0
SECURITY FENCH PHASE I DRAINAGE BASIN 11 PHASE 2
OF CONSTRUCTION. (REMOVE UNDER PHA 12.72 ACRES I < EXHIBIT B
RCN 90
Tc 0.2 hr COORDd`1kTfCjNREC ON Ea.
YATH INTERNAL PLUMBING
S . E . 2) n
OVIDE TEMPORARY ----- -- . . . . . . . . . . . . .
7� IF T112.
Rw. �-ZL CONC L Ua'!
11 LI 0
SECURITY FENCE PHASE 1 4
(REMOVE UNDER PHASE 2) 6* Pvc ow. EL.%5*
(TO BE FIELD VERIFIED) r-<
PROPOSED METAL EXISTING RAIdP IL
HANGAR #1 F BEUC'1LR1 S"
M C
ROM NO PANEL FAB.
IN J--
12,000 S.F. !HOP ELECTRIC HX I
PANEL 1EXISTING NGAR b 2,1:
,�q
EXISTING HANGER R FFE=23 91 m
71 7 14.944 S.F. TOTAL 35* 0
HT.=35' . . . . . . . . . . gkjAkNLL _jFj?iCtL qMH� jl�P 12 WEST
_q. _SkE)�
------------------------------ FFE-23.91 BM AvYD
RkEv
Ely
F.171.=24.67 23.79
0.102 SF, TOIN-C. PAD Ci
Of FICE EXISTING LIFT STATION I I I
TOP EL-23.79
VACANT W EL.-20.75
CONC
PROVIDE 103 0'
0
EXSITNO ASPHALT PAVEMENT
SECURITY FENCE 1 20., 0 2
PHASE 2 q 4X CIS
17.44�1
.1 29l86 240.01Y
ONC. P ID: I
21.36
M ER
/7r- C2
VIDE TEMPORARY
SECURITY FENCE PHASE 1
Iz un t
LQ (REMOVE UNDE&AkbIkSE 2)
M,Z PROPOSED METAL HANGAR 10 WEST
0 HANGAR #2
0 -HANGAR It
j� �tv 28,000 S.F.
L3k 20 S.F. 7,000 S.F.-OFFICE INI it
R] cp TOTAL F.F.E.-25�06
PROVIDE
r —3 1 — . I 1 0
u OJ / N — . ; R I
I SECURI I Y FENCE
F, F�134 2 4.67
PHASE 1
acres I
2XI
1 1
C c MCI., At SERVICE V MiTER
ONC
ASSEMBLY
TAP CONICI FIAD k RPZ
900 &F.:1,100 &F. ------ ----------------- CoNr� 11'AD 1, 11
Ju.
' 4/:Z'
SHOP OFFICE ------ ------------ MANSFOGMER NM4 I
REC 1, . "
10/12
PROVIDE TEMPORARY ilys T 2'
SECURITY FENCE PHASE 2 -------
(REMOVE UNDER PHASE 3)
BAC
SI�E a
r
�gq vet -1
ro
xx C,>. JR.
<.S vs,
PRO E StQURI FENCE PHASE \3
z
/Zr
z
RE0
CO
C
10/12 0
ASPHALT PARKING WE L
I ��Rr Hm PPN S DRAIN B)A�
I 1: 215 24.62 ACRES
L RCN 90
till
w —EXISTING I
Tc 0.7 h &
ORAINACE DITCH
DR
_7� q�
fy" Cmp 62.
o- I I
it'
RIM 2 .40
411, 1 VZwcl o I Tc
M-1 7� — — — — — -
NY It 0111 "17 ON. S.E. 14.35 1 k
A4 — -- — --
g2 <.L et - 6��' VERED
------ ---------- ------- ---
1 .1 4 2/00
Ib A
IU t.0
- k
Ca
A Z
v j _B- 'El TOT w
F
9.19
MAN SAN. ------ � J� --- 11o"
----- S="U" CUT
mANHOLE fa 7 Alft'144 4:81. -h- ( Ift, Y,
Oft. t2
'1 0' 100'
WWI" gf"F
NGVD
ft
lo
ELEV. 22.59
BA4 M(;VD
60' OF 48* ACCMP
ON ALUM. 23.69
0 0,60% SLOPE/ -
0, Imp / EXISTING ��IHEADWALL
r
ADDITIONAL AREA AVAILABLE
IBLE
FOR CONTRACTOR STAGING
AND MATERIAL STORAGE.
XISTIN6�
MAN
LEGEND.
PROPOSED CONCRETE AREAS
PROPOSED ASPHALT
PROPOSED HANDICAP SPACE
F_. F. E, PROPOSED FINISHED FLOOR ELEVATION
RELOCATE FEN06 PROPOSED CATCH RASIN
AS INDICATED' PROPOSED DRAINAGE DIRECTIONAL ARROW
UNDER PHASE I PROPOSED SIGN
PROPOSED MITERED END SECTION (ME5)
XX.XX PROPOSED ELEVATION
xx. XX EXISTING ELEVATION
EXISTING CONCRETE AREAS
CONTRACTOR ACCESS EXISTING ASPHALT AREAS
0 THE SITE
SITE )m ST. LUCIE
INTERNATIONAL AIRPORT
CONSTRUCTION DRIVE
ACCESS _I AIRMANS
Al - <9 0
y4'
z
AIRPORT
z
z
'
INDUSTRIAL
0
02
PARK
0
30
TOWNSHIP
34 SOUTH
Li
1
F29
RANGE 40
EAST
V)
V)
0
ST. LUCIE
mob
BLVD. 31
00
32
(AIRPORT
ROAD)
un
0
a.
LO
LOCATION MAP
N.T.S.
GENERAL NOTES
SAFETY PLAN NOTES
(PER FAA - AC 150/5370-2E)
o. SCOPE OF WORK AND DURATION: CONTRACTOR SHALL COMPLETE THE WORK
SHOWN WITHIN THE AREA OF CONSTRUCTION WITHIN A TIME PERIOD OF 270 DAYS
OR LESS,
b. RUNWAY AND TAXI WAY MARKING AND LIGHTING: NOT APPLICABLE
c. PROCEDURES FOR PROTECTING AIRPORT MOVEMENT AREAS: CONTRACTOR SHALL
OPERATE ALL EQUIPMENT AND PERSONNEL, AND STORE ALL MATERIALS AND
CONSTRUCTION DEBRIS WITHIN THE AREAS OF CONSTRUCTION AS INDICATED ON
THIS PLAN. AT NO TIME SHALL CONTRACTOR OPERATE IN OTHER AREAS OF THE
AIRPORT UNLESS ARRANGED PRIOR NTH OWNER AND PROPER VEHICLE SIGNAGE,
COMMUNICATION EQUIPMENT, AND/OR ESCORTS ARE PROVIDED, CONTRACTOR
SHALL PROVIDE TEMPORARY BARRIERS AS INDICATED ON SITE PLAN TO CONTAIN
CONSTRUCTION ACTIVITY WITHIN INDICATED AREA OF CONSTRUCTION AND SHALL
ENFORCE CONTAINMENT OF PERSONNEL WITHIN BOUNDARIES TO PROVIDE ADEQUATE
SEPARATION OF CONSTRUCTION AND AIRPORT ACTIVITIES.
d. AFFECTED AREAS: CONTRACTORS SHALL UTILIZE EQUIPMENT THAT IS CONTAINED
COMPLETELY WITHIN INDICATED AREA OF CONSTRUCTION AND EXTENDS A MAXIMUM
OF 100.0 FEET ABOVE GRADE OR LESS.
e. AFFECTED NAVAIDS: NOT APPLICABLE
f. SEPARATION OF VEHICLE AND PEDESTRIAN TRAFFIC FROM AIRPOR D ION
H
AREAS: CONTRACTOR SHALL ERECT TEMPORARY SECURITY FENC V MEE NJ
ON PLANS AND SHALL ENSURE ALL CONSTRUCTION ACTIVITY BE I
THE AREA OF CONSTRUCTION AS OUTLINED ON THIS PLAN. AT
CONTRACTOR OPERATE IN OTHER AREAS OF THE AIRPORT UNLES
PRIOR NTH OWNER AND PROPER VEHICLE SIGNAGE, COMMUNICATI
AND/OR ESCORTS ARE PROVIDED,
g. PROCEDURES AND EQUIPMENT: SEE f, ABOVE
h. LIMITATIONS ON CONSTRUCTION: CONTRACTOR SHALL COMPLETE R N-
ON CONTRACT DOCUMENTS AND WITHIN AREAS AS INDICATED ON THIS PLAN.
I. COMPLIANCE WITH AIRPORT SAFETY AND SECURITY MEASURES: CONTRACTOR
SHALL HOLD WEEKLY MEETINGS WITH OWNER AND AIRPORT PERSONNEL TO DISCUSS
SCHEDULING, SAFETY AND SECURITY ISSUES, CONTRACTOR SHALL PERFORM ALL
WORK OUTSIDE OF TEMPORARY SECURITY FENCING. SHOULD CONTRACTOR BE
REQUIRED TO PERFORM WORK ON AIRPORT MOVEMENT AREAS INSIDE SECURITY
FENCING, CONTRACTOR SHALL COMPLY NTH ALL AIRPORT SAFETY AND SECURITY
REQUIREMENT S AS PROVIDED BY OWNER AND AIRPORT PERSONNEL.
j. STOCKPILED CONSTRUCTION MATERIALS, PARKING, AND ACCESS: CONTRACTOR
SHALL STORE ALL CONSTRUCTION MATERIAL, EQUIPMENT AND PERSONNEL VEHICLES
WITHIN THE AREA OF WORK AND STAGING AREA AS INDICATED ON THIS PLAN.
k. RADIO COMMUNICATIONS: CONTRACTOR SHALL NOT USE ANY RADIO EQUIPMENT
WHICH WILL INTERFERE WITH AIRPORT OPERATIONS. AT NO TIME SHALL
CONTRACTOR OPERATE IN OTHER AREAS OF THE AIRPORT UNLESS ARRANGED
PRIOR WITH OWNER AND PROPER COMMUNICATION EQUIPMENT, AND/OR ESCORTS
ARE PROVIDED.
L VEHICLE IDENTIFICATION: AT NO TIME SHALL CONTRACTOR OPERATE IN AREAS
OTHER THAN THE WORK AND STAGING AREAS INDICATED ON THIS PLAN UNLESS
ARRANGED PRIOR NTH OWNER AND PROPER VEHICLE SIGNAGE AND/OR ESCORTS
ARE PROVIDED.
m.TRENCES, EXCAVATIONS, AND COVER REQUIREMENTS: CONTRACTOR SHALL COMPLY
WITH ALL OSHA AND LOCAL JURISDICTION REQUIREMENTS WITH RESPECT TO
TRENCHES, EXCAVATIONS, AND COVER REQUIREMENTS. CONTRACTOR SHALL
PROMINENTLY MARK OPEN TRENCHES AND EXCAVATIONS WITH RED OR ORANGE
FLAGS AND LIGHT THEM NTH RED LIGHTS DURING HOURS OF RESTRICTED VISIBILITY
OR DARKNESS,
n. CONTRACTOR SHALL PROVIDE THREE BUSINESS DAYS NOTICE TO OWNER, AIRPORT
REPRESENTATIVE, AND LOCAL FIRE DEPARTMENT IF ANY WATER DISTRIBUTION
SYSTEMS OR FIRE HYDRANTS MUST BE TEMPORARILY DEACTIVATED OR IF ANY
EMERGENCY ACCESS ROUTES MUST BE REROUTED OR BLOCKED.
o. CONTRACTOR SHALL USE LOCAL 911 SERVICE FOR MEDICAL OR POLICE RESPONSE
NOTIFICATION.
p. TEMPORARY VISUAL AIDS: NOT APPLICABLE
q. WILDLIFE MANAGEMENT: UPON DISCOVERY OF ANY PROTECTED OR ENDANGEREDFILE COPY
WILDLIFE, CONTRACTOR SHALL CEASE WORK AND NOTIFY OWNER AND AIRPORT
AUTHORITIES.
r. FOREIGN OBJECT DEBRIS (FOD) CONTROL PROVISIONS: CONTRACTOR SHALL
SECURE ALL CONSTRUCTION MATERIAL AND DEBRIS. CONTRACTOR SHALL KEEP
ALL ROADWAYS, RUNWAYS, TAX] WAYS AND RAMPS FREE FROM ALL DEBRIS, DIRT
AND LOOSE MATERIALS. WATERING MAY BE REQUIRED BY AIRPORT OR FAA TO
CONTROLDUST.
s. HAZARDOUS MATERIAL: UPON DISCOVERY OF ANY HAZARDOUS MATERIAL,
CONTRACTOR SHALL CEASE WORK IMMEDIATELY AND NOTIFY OWNER AND AIRPORT
AUTHORITIES,
I. NOTAMS: CONTRACTOR SHALL PROVIDE THREE BUSINESS DAYS NOTICE TO
AIRPORT STAFF PRIOR TO DELIVERY OF CRANES OR OTHER CONSTRUCTION
EQUIPMENT WHICH REQUIRE ISSUANCE OF NOTAMS. CONTRACTOR SHALL OBTAIN
APPROVAL FROM AIRPORT PRIOR TO OPERATING CRANES IN AREA OF
CONSTRUCTION.
u. INSPECTIONS: CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND
INSPECTIONS AS REQUIRED BY AIRPORT AND LOCAL JURISDICTION.
v. PROCEDURES FOR LOCATING UTILITIES: CONTRACTOR SHALL NOTIFY "NO CUTS " 48
HOURS PRIOR TO DIGGING OR EXCAVATING ANYWHERE WITHIN THE CONSTRUCTION
AREA.
w. RESPONSIBLE REPRESENTATIVES / POINTS OF CONTACT:
OWNER: B&E HOUCK ENTERPRISES
(772) 489-2285
AIRPORT: ST, LUCIE COUNTY AIRPORT DIRECTOR
(772) 462-1732
FIRE
DEPARTMENT: 911
FAA TOWER: (772) 465-0761
x, VEHICLE OPERATOR TRAINING: CONTRACTOR SHALL OBTAIN AIRPORT VEHICLE
PERMITS AND TRAINING PRIOR TO OPERATING VEHICLES OUTSIDE OF THE
CONSTRUCTION AREA, AT NO TIME SHALL CONTRACTOR OPERATE IN OTHER AREAS
OF THE AIRPORT UNLESS ARRANGED PRIOR WITH OWNER AND PROPER VEHICLE
SIGNAGE, COMMUNICATION EQUIPMENT, AND/OR ESCORTS ARE PROVIDED
y. PENALTY PROVISIONS: CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PENALTIES
OR FINES IMPOSED BY FEDERAL OR LOCAL JURISDICTION WITH RESPECT TO
NONCOMPLIANCE NTH AIRPORT RULES AND REGULATIONS,
z, SPECIAL CONDITIONS: UPON APPROVAL BY AIRPORT AUTHORITY TO OPERATE
CRANES, CONTRACTOR SHALL COORDINATE WITH OWNER AND AIRPORT AUTHORITY
PRIOR TO OPERATION EACH DAY TO ENSURE THAT VISIBILITY CONDITIONS DO NOT
PROHIBIT CRANE USE.
SUNSHINE STATE' ONE -CALL OF
F INC.
OFFOW YOU DOC
RID 0) � &*
mr nIR w = w w maknG
�WMWKS
GO WEI,
LLJ
0
Ln
LLJ 1`0
(n _j
Ex * 06
LLJ I_ Z
w 0 0
Z LL)
z LLJ
Z CL w a.
LLJ
x
LL
I N
(3)'t
LC) M
z (Dt
n >
O� _j cc 0
M
LLI LO N N
0 Ld
>
cz :D
_j V) �O
_j
V) F-- LL
V) <
I-- Lj r- LL
[If '-t 0
0 0 0
a- _j
LILJ
LLJ
V) 00 u
L.Lj Z V)
> F
5 1--
Z IN X
C)
0 LLJ
Ld r,, (I �O
Li
0
z
0
(n
LLI
x
U)
Ld
0
F_ z
ill
LL C�
_j
0
LL
LIJ
>
n
<
0
<
z
zz�
0
<
<
1--
U
T
75;
Z
Of
Ljj
<
Lij
U
D
Li
Z
0
ID
0 01
.. N
0
Z�
m w a >
N
- z In xw w
L'O 0
0
u
, P w
G, I
tI
�0
0 u
SHEET' NO.:
4
OF
JOB
No. 7
04-762
4N
a�
'a
E
I
ELEV. 23.50
S66710N A -A
OutrAL.I. STRUCTURE DETAXL.
6" VARIES
8'
SLOPE, TYPICAL I% SLOPE, TYPICAL
6" S'l
PLAN VIEW
NOT TO SCALE OUTFAU STRUCTURE DETAXL
\_ly2 H TIE WORVE
&A
CJICSU�
8" STABILIZED SUBBASE SWALE ELEVATION, S
FBV40 SEE PLAN 6 1/2" LIMEROCK OR
CO&INA STONE BASE COURSE
CO PACTEb TO 98% MAXIMUM DRY DENSITY
INVERTED PAVEMENT SEMON
11/4" ASPHALTIC CONCRETE SURFACE COURSE TYPE 5-111
ASFC�-Z 6 1/2" LIMEROCK OP. COQUINA
IXT.L; STONE BASE COURSE COMPACTED TO
WN 98% MAXIMUM DRY DENSITY
STABILIZED
SUBBASE FSV 75
TYPWAL PAVEMENT SECUON
FOR VE14XCUAR AREAS
5/8 IN, POLYPROPYLENE POPE
FLOATATION
1/4 IN. TIE ROPE
luC7 FOLDS FOR COMPACT STORAGE
m
>
Z C-i
m 8
m
C7
NYLON REINFORCE
Nor ro SCALE
Nor ro scALE
ECONOMY FABR�CS AVAILABLE
TANDARD
j1wju1j1 IS OZ. 300 LS/IZ
tarm i N
ALL SEAMS HEAT SEALED
T"7 1/4 IN. CHAIN
(BLOW-UP OF SHACKLE CONNECTION)
Nor ro SCALE
TYPE I FLOA TIN6 TURSIOXTY BARRIER _t
PER F. 0. 0. T. INDEX #17346
-
STQrPXNo90t1A
6" WIDTH AS SHOWN ON PLAN
1/4" TOOLED JOINT SLOPE,TypICAL
5-
SZDEWALK DETAIL
15" PIPE TOP ELEV. 2 ill' %AICTO
6" SUMP
12" WEIR
ELEV. 22.50
1/2 CMP PIPE WITH ANGLES
TO ATTACH TO WALL (BAFFLE)
3" BLEEDER
ELEV. - 21
6" S_.
SIDE VXEW
Nor ro scALE ourFALL s-rRucruREDErAm
NOT TO SCALE
CONCRETE
3000 PSI MAX.
NOT rO SCALE
ELLIPTICAL
6'- 12'
x
_0
i
RADIUS
V)
w
z
POINT
ISTOPBAR
STOP
NOT TO SCALE
I
IES NIL
ONC. BASE
FINISH GRADE
16-1
STOP SIGN: RI -I MUTCb
30-lX 30" (HIGH INTENSITY)
LOCATION: ONE PER STREET INTERSECTION
SIMP 5199N d STOP BAR
NOT TO SCALE
ELEV. 21.50
2" BITUMINOUS SURFACE COURSE
0
8" OF LIMEROCK BASE COURSE
COMPACTED TO 100% (A57M 01557�
to
Ln
Ld r)
V) _j > .
E5 0
z
uj
z Q� Ljj
z
x
Z CL Ld
Y/ Y/ LLJ <
x
Ln
12" STABILIZED SUBGRADE LBR40
COMPACTED TO 100% (ASTM D1557)
V) >
x _j 000
0 M
0 )_ LLJ LQ N N
Ld �5 0) r� E
ry > �:) �t r" 0
w _j r1) :1
CD D _j I
0 __� LL
TYPWAI. PA ENT 56=0N NOT TO SCALE cn � <
FOR APRON AND AXPPLANE TRAFFXC ARE45 86 �_ Ld �, LL
CEO Ito
0 0 :D 0
0- _5 I _Lj
Lu 3� - 03 d
_j -
u�
[_
>
Z oo LJ
Ld r- a -
MATCH TO
0z
MATCH TO EXISTING GROUND PAVEMENT III
ELEV. AT PROPERTY LINE
(MIN. ELEV, 23.0) VARIES
APPROX. EXISTING GROUND ELEV.
- - - - - - - - - - -- - - - - - - - - - - - - -
----------------------------------------
4
m I
ELEV '
(MIN
----------
4
co�4 W
z
0
RETENTI>O�NVVOLUME
PER DRAINAGE
CALCULATIONS
Ld
0
T TO SCALE
DETEN77ON SECTION
VARIES _L,^nn*IVN01Ry-
r-sr- ?LAIRS EVO
IIAESEP
MATCH TO EXrSTIN& GROUND CIL OF SWALE NIREVIBAGI
ELEV. AT PROPERTY LINE
(MIN. ELEV, 22.6)
TYP16AL SWALE SECnON
zi,
d
ILE
NOT rO SCALE
TOP ELEV. 21.50
SUNSHINE STATE ONE-TtL OF
FLORIDA INC.
WORE YOU DIG
E-UP DETAIL. 6PLAN VIEW) NOT rO SCALE BUBBLE -UP DETAXL (SECT10N A -A) NOT TO SCALE BUBBLE-UPOETAIL (SEMONS-` NOT705CALE
BUBBL. H)
<
z
—
n
i
<
n
LJ
0
<
0
z
z
<
In
ry
0
>
n
ry
ry
<
C)
<
ZI
D
z
z
;-J
0
<
<
T
z
Li
<
—
U
u
D
Lij
z
0
-cl)
0 w
N z 2 y
N w
zw
o
SHEET NO.:
OF
JOB
No. 7
04
m
7!
1 Q" CURB STOP BOX/NIPPLE-\
EULLER H-10302/89980
OR APPROVED EQUAL) g8� I�EEP LETTERS TO BE CA§T
DIA BRONZE DISC
2' x 2' x 6" THICK SIZE OF VALVE
CONCRETE PAD WITH I T�4--\ 12' TYPE OF VALVE EXISTING GROUIS D BASE REPLACEMENT TRENCH UNITS OF NEW LOCK HYDRANT TEE
REIRAR AT EACH SIDE 0
VALVE BOX SERVICE WIDTH PAVEMENT
& &UMBER OF 0
OP 0 cy)
TURNS TO Fl AL REMAINING BACIFILL It
BACKFILL 6' MAX. SIZE TRENCH WI SERVICE TUBING 1" TO 1 1/2" SHAUL 8 to
3" DIA BRONZE UIW POLYBVTYLENE OR POLYETHYLENE LO
��MCH. IN OONC. PAD LLJ PO
SAW -CUT AND VARIES >
r4' SEE NOTE 1
EMOVE EXISTING (F 0
ASPHALT) MECHANICAL SAW CUT PLAN z
NN\ N OH
CONCRETE VALVE COLLAR "WATER TO BE CAST IN COVER I,- WAY MAX,' GRANULAR BACI FILL EXISTING PAVEMENT IN A X! IN: I M n: 8
CEMENT TRENCH ITS OF NEW
NOT M T
H LA MEN
P
I
MECHANI: L SAW
XISTING PAVEMEN
WNLN USED ON WATER MAIN, OR AT ST I T Ut Of
NEAT STRAIGHT LINE (TYPICAL) z LJ
"SEWER" WHEN USED ON FORCE z
INITIAL p
MAIN, OR 'REUSE' ON RECLAIMED BACITILL LAN *VIEW DOUBLE STRAP TAP 5! i IDLE
24"x24*x6" THICK MAIN AND SHALL HAVE BOLT DOWN Z!z LLJ
p w TAPPED AWWA THREADS 2eX24"X6" CONCRETE
CONCRETE COLLAR kFFIC AREA.
TACK COAT PA ;6
< FINISH
ALL SURFACES 5:2 1 10 111
#4 REBAR MOUNT BRONZE DISC. WITH ......... ........ . BEDDING MATERIAL 12" 12" ASPHALTIC CONCRETE GROUND OR,, GRADE
VALVE NOMENCLATURE & EDGES OF TYPE & THICKNESS TO x
PAVEMENT 01 t.
FINISH GRADE OF EXISTING 2 500 PSI
MATCH EXISTING SURFACE NCRE E MATCH THE ADJACENT ROAD SURFACE <
PAVEMENT - C6 NO T (MIN. I- THICKNESS)
T
EXISTING SEE TE 5 MECHANICAL SAW CUT
J 0)
EXISTING PAVE
6" MIN. �11` TRENCH GRADE IS ROCK OR OTHER PAVEM TO CONCRETE MENT CORP STOP In 0)
NON-CU HIONING MATERIAL) FAPPLY TACK COAT (TYPICAL) 2
36"X36"X6" CONCRETE
1 1/2* CURB STOP ROAD MATERIAL NOTES: METER BOX TO BE SUPP ED BY CONTRACTOR. GATE PAD z
VALVE
BOX/NIPPUE 1. BEDDING MATERIAL SHALL BE HAND PLACED IN 6" LIFTS AND SHALL �EXIS�NG METER BOX TO BE POLYMER CONCRETE U)
4 e ., 'I. . . I � " , (SEE VALV&E
CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED w �X_lsl AND FIBER REINFORCED POLYESTER. SETTING
LIMEROCK 3/8"-7/8- SIZING. UNSUITABLE IN-STU MATERIALS SUCH FINAL �l �2
"' j 12" NOTES: DETAIL) tn > z
W." a
AS MUCK, DEBRIS AND LARGER ROCK SHALL BE REMOVED, L M _j
CAST IRON VALVE SOX BACKFILL MIN MIN DENSITY REQUIREMENTS: 1 MIN. SERVICE LINES SHALL BE AS FOLLOWS: I" FOR SINGLE: AND DOU13LE 00 0
LOCATOR 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS EN71RE LENGTH NTH SERVICES WHERE METER SIZE S 518,; 1 1/2' FOR SINGLE AND DOUBLE
WIRE APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 9 -100% T-99, EXCAVATION & EMBANKMENT SERVICES WHERE METER SIZE iS 1 . 4 :D 0 cD n
%T E VALVE INITIAL 2 % 0 >- LLJ Ln N
SPECIFIED) 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH, SACKFUL -100% T-99, COMPACTED SUBGRADE 2 COMPRESSION FITTINGS SHALL BE SUITABLE FOR TUBING USED AND REQUIRE UNDIS REED SOIL Ld 5 0) N
0 989 T- 180, STABILIZED SUBGRADE METAL (S.S.) INSERTS, > D
4. BACKFILL SHALL BE DONE WITH APPROVED MATERIAL, CLEAN AND FREE UNDIS REED SOIL 6' X 12" GRADELOK 0� 0�
P.V.C. OR D.I.P. PER OF ROCKS, MUCK AND OTHER DELETERIOUS MATTER AND COMPACTED 12" - 98% T-- 180. ROADWAY UMEROCK _j n 0
APPROVED PLANS BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPERS TL 95% T 180, SHLD. PAVM'T.1 3 DOUBLE SERMCES REQUIRE "U" BRANCH NTH ANGLE CURB STOPS. w/ M,J. SPLIT GLANDS mE
/SHELL 8" DUCTILE IRON PIPE (ROTATE TO FINAL GRADE) D I-
IOOX MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. TRENCH - 98% T-180, DRIVEWAYS 4 POLTBUTYLENE SHALL BE AS DEFINED BY A.S.T.M. D2666 SORE AND ILEVALMIN 0 V) I_� L'L D
WIDTH s 95% T-180, UNPAVED AREAS BEYOND AAWA 902, LATEST EDITION, AND BE PRESSURE RATED FOR 250 PSI,
5. BACKFILL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO THE 2 TO 1 SLOPE FROM V) <
A POINT ONE FOOT ABOVE THE TOP OF THE PIPE TO IOOX MAXIMUM SECTION VIEW EDGE OF PAVEMENT 5 POLYETHYLENE SHALL BE AS DEFINED BY A.S.T.M. D2737 SORS AND NOTES: F. .
DENSITY AS DETERMINED BY AASHTO T-99. - Ld LL
SQUARE CONCRETE PAD, NOTES A.W.W.A. 901, LATEST EDITION, AND BE PRESSURE RATED FOR 200 PSI. I, HYDRANTS SHALL BE INSTALLED PLUMB AND TRUE. 77 C-) 0
- ( THICK, 1 CU. FT) TYP. 6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE 6 TUBING SHALL BE MARKED WITH SIZE, MANUFACTURERS NAME, WORKING 2. VALVES $HALL BE PLACED ADJACENT TO MAIN. AND TIED TO TEE, 0
8 1. PAVEMENT RESTORATIONS FOR LONGITUDINAL CUTS IN ALL STREETS SHALL BE FULL LANE WIDTH, 3. ANCHOR TEES ARE REQUIRED. V) 0 ::) 0
WITH FULL LANE WIDTH RESURFACING FOR EACH LANE WITHIN THE LIMITS OF THE CUT,
REMAINING BACKFILL SHALL BE COMPACTED IN 6 INCH LAYERS PRESSURE, NATIONAL SANITATION FOUNDATION APPROVAL, A.&T.M. 4. ALL HYDRANTS SHALL BE TEE'D OFF OF MAIN. D_ _j I Lij
AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY 2.WHEN AN ARTERIAL OR MAJOR COLLECTOR STREET IS OPEN CUT WITHIN THE LIMITS OF THE SPECIFICATION AND PRODUCTION CODE. TUBING SHALL HAVE AN OUTSIDE S. HYDRANTS SHALL NOT BE PLACED IN SIDEWALK, ROADWAYS OR BIKEPATHS. 0 x
AASHM T-180. ROADWAY INTERSECTION. THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE. DIAMETER EQUIVALENT TO THE OUTER DIAMETER OF COPPER TUBING. 0)
N=- B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE 6- PIPE FROM MAIN TO HYDRANT SHALL BE RESTRAINED. I LLJ
L', �i I_: r� <
THE REMAINING FILL SHALL BE COMPACTED IN 6 INCH LAYERS'TO 3.WHEN STREETS OTHER THAN ARTERIALS OR MAJOR COLLECTORS ARE OPEN OUT MORE THAN TWO 7. HYDRANT BARREL COLOR TO BE OSHA YELLOW AND BONNET OSHA WHITE. V) Do C)
TIMES AT THE INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE. 8. THE CONNECTOR PIPE SHALL BE DUCTILE IRON. AWWA C153 ANSI A21.53 AND
1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 42". A HIGH STRENGTH STEEL EXTENSION WILL A 90% MAXIMUM DENSITY AS DETERMINED BY AASHM T-180. TWO OPEN CUTS OR LESS AT THE INTERSECTION WILL REQUIRE OVERLAYING WITH ASPHALT ONLY IN POSITIONED BETWEEN THE FIRE HYDRANT AND GATE VALVE. il
BE REQUIRED TO BRING OPERATING NUT 12" BELOW FINISHED GRADE. A STEEL CENTERING Lli
PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED. THE OPEN CUT AREA. 9. THE CONNECTOR PIPE SHALL BE OF THE OFFSET DESIGN SO THAT THE FIRE > C.� I- C,4
7. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL HYDRANT CAN BE ADJUSTED TO ENSURE PLACEMENT AT THE PROPER GRADE. Of
TRENCH SAFETY REGULATIONS 4.THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT ALL PAVEMENT MARKINGS PRIOR TO OVERLAY.
2. COVER SHALL BE PANTED FEDERAL SAFETY BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS THE CONTRACTOR SHALL THEN PLACE NEW PAVEMENT MARKINGS AT THE SAME LOCATIONS. PAVEMENT 10. THE CONNECTOR PIPE SHALL HAVE AN ANCHORING FEATURE AT BOTH ENDS SO Z 0 0 LiJ
AND PURPLE FOR RECLAIMED MAINS. BOLT DOWN COVER IN TRAFFIC AREA. MARKINGS SHALL BE IN ACCORDANCE TO F.D.O.T. SECTION 711. THAT WHEN USED WITH N.J. SPLIT GLANDS A RESTRAINED JOINT IS PROVIDED, Ld r, 0- �O
3. C900 P.V.C. OR D.I.P, RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX. 5. 2500 PSI CONCRETE SHALL MATCH EXISTING BASE (6- MIN.) IL THE CONNECTOR PIPE SHALL BE CEMENT LINED IN ACCORDANCE WITH AWWA
4. REFLECTIVE PAVEMENT MARKERS(RPM) SHALL BE 6- FROM THE EDGE OF PAVEME14T AS PER Cl 10 ANSI A21.4.
DOT INSTALLATION spEcincATiONS. WATER RPM'S *BLUE, SEWER RPM*S "GREEN" AND RECLA)MED
WATER RPM'$ "PURPLE".
SERVICE CONNEMON DETAXL FIRE 14YORANT
A UTMXTY ROAD CUT _F NOT rO SCALE NOT rO SCALE NOT TO SCALE
VAL VE SETTENS DETAIL (&ATF VAL, vwcl' NOT rO 54ALE TYMAL. TRENC14 DETAIL tvor roSCALE
PA VEMENT RE5rORA TION 518 1 M ETER XNSTALLATION DETAXL.
LENGTH OF' JACK & BORE V) z
Z a
ROADWAY DEPTH OF FIN. GRADE-+,, r
COVER PER C!L LOW POINT OF k
lz F__li; PLAN OR . tAUE--__� IAN
S.
MAV.
LENGTH OF CASING PIPE PER PLAN
PERMIT RED-
MIA
v lc_;;�
HOUSE
24" MIN. LATERAL
0
>
ui
m
PLACE EQUIDISTANT EACH SIDE OF ROADWAY CL
INSULATOR SPACING A
5'x S'x 5" THICK
SEE TABLE
CONCRETE COLLA R
NTH WIRE MESH
REINFORCING,
OR
S'x Wx 8" COLLAR
PLAN /TYPE "S" BFODING WITHOUT REINFORCING.
SLOPE PIPE CASINO PIPE (TYPICAL) PROPERTJY
TO ONE END A UNE
CARRIER PIPE, 014, a.
INSTALL ENDLINK SEALS PER PLAN ANGLE VARIES (ROTATE WYE BRANCH
BY THUNDSILLINE INC. OR SPECIFICATIONS V-2- 1 CLEANOUT FRAME & AND SEND AS REQUIRED) sz -PICK HOLE
OR APPROVED EQUAL FINISHED GRA E--,, ---I - SEWER TYPE "B-2" WELL COMPACTED SOIL BEDDING
F r�nwo Tn or rl nw MAIN ry
PIPE SIZE, IN.
I STEEL CASING
�LZE, IN.
I INSULATOR
SPACING, FT
I MIM WALL
THICKNESS
No. 538 . 5 OR EQUAL
9 WTI, & (;URVIt kITMftJ
1 1
1
1 ll�_ --7r _'l/
I
I W, I
7z- 1
20-
1 6'
1
MING INSULATOR
BY CASCADE WATER
�".CONCRETE ENCASEMENT
6"XS"A"W P.V.Cl *Y"
FOR DOUBLE CONN.
WORKS MANUFACTURING STAINLESS STEEL
COMPANY OF APPROVED NUTS & BOLTS
EQUAL,
is
6" X .30* L.R.
6. BEND
SEWE
MAIN P.V.C. WYE OR T-WYE
5. FINISHED GRADE
S" X 6" WYE BRANCH
4" SINGLE CONNECTION
CARRIER PIPE STEEL CASING PIPE
T_
OT
4,
4
n
NOTE, CARRIER PIPE TO BE D.I.P. MECHANICAL JOINT
...
PLUG
PROPERTY LINE
z
W1 RETAINERS
WATERTIGHT P.V.C.
NO SEC77ON A
6
STOPPER W1
STAKE AND ELECTRONIC MARKER
(TYPICAL)
NOTES:
<
1. CASING INSULATORS SHALL BE MADE WITH SPEC14L RUNNER HEIGHTS SO AS NOT TO INTERFERE
VARIES -
1. COLLAR IS REQUIRED ONLY WHEN MANHOLE IS OUT OF PAVEMENT.
2. MINIMUM WEIGHTS: COVER - 160 LES., FRAME - 250 LES.
n
WITH PIPE JOINTS.
SECTION
NOTES:
3. FRAME AND COVER SHALL BE U.S. FOUNDRY NO. 410 OR VULCAN
2. ALL C4RRIER PIPES SHALLHAVE MECHANICALLY RESTRAINED JOINTS.
1. ]WERT OF LATERAL TO BE 36- FROM FINISHED GRADE EXCEPT ON WATER
UNE SIDE OF STREET R/W WHERE IT SHALL DROP TO 46- AS SOON AS
NO. 44 OR APPROVED EQUAL.
4. MANHOLE COVER SHALL HAVE THE WORDS 'SANITARY SEWER"
J. INSULA70R SPACING SHALL BE AS REQUIRED BY THE MANUFACTURER. HOWEVER, NO LESS THAN
FOUR (4) CASINO INSULATORS SHALL BE INSTALLED PER LENGTH OF PIPE.
DEPTH OF SEWER MAIN PERMITS,
2. THIS DETAIL TO BE USED WHEN TOP OF SEWER MAIN IS LESS THAN 7'-0"
CAST IN METAL,
4. CASING LENGTH SHALL EXTEND A MMAIMUN OF 8 FEET BEYOND THE EDGE OF PAVEMENT OR
CUR81NG
DEEP.
3. INSTALL MAGNETIC MARKERS AT THE END OF EACH SERVICE LINE OR
OPPOSITE WYES AND RECORD LOCATION.
JACK d BORE DErAlL
NOT TO SCALE
mmmw. aEANOUT DETAIL
NOT TO SCALE
SANrT4RY SEWER SERVICE DETAXL
NOT TO SCALE
SANXTARY SEWE-P MAN14OLE
NOT TO SCALE
FRAME AND COVER
_j
LL
0
>
GRADE
V) >:
FINISH FRAME & COVER
( SEE DErAJL
/�-
44vzzj�� 42LIZ
pimi
REMOVABLE GAS TIGHT MANH LE FRAME AND
COVER FOR TRAFFIC DUTY ANTICIPATED
< In < Z
PRECAST RING OR
2'-0" BRICK WITH MORTAR FINISH
2 COURSES MIN., 5
COURSES MAX.)
CORE DRILL MANHOLE
z Z
..
PRECAST REINFORCED
CONCRETE SECTION
AND GRO T IN COUPLING
WITH NONURINK GROUT
OR USEAPPROVED
INLET 0 LE
< <
4
KEYED TO LOWER WALL
RUBBER BOOT.
w No. 4 WIRE 3 x 6 MESH
L
Z
AS.T.M. SPEC. 20 OR
#4 0 12" E.W.
ry
BRICK RUBBLE BEDDED
4'-0" AIN. - AND COVERED WITH
CLI 60
TEE
TOP VIE
<
S. S.OPE 3/4- GROUT OR CONCRETE
PER FT
CL160 PVC AV
MANHOLE COVER
�5
PIPE O.D� PLUS 4" ALL
SEND
GRACE CONCRETE PAC)
�
AROUND WITH KEYWAY
r
Z
5" MAX. 4
TWO
8" CONCRETE SLAB
MONOLITHIC POUR WITH
STAINLESS STEEL STRAPS
ANCHORED TO MANHOLE WITH
TEE WITH
CLEANOUT PLUG
FIRST WALL SECTION
STAINLESS STEEL FASTENERS
#4 0 12" E.W.
NOTES:
E
INL F-L� I�OUTLET
cn
1. PRECAST CONCRETE TYPE 11, 4000 P.S.1,
L?
2. "RAMNEK" OR EQUAL AT ALL RISER JOINTS (1/2- THICK WITH WIDTH AT
LEAST 1/2 THE WALL THICKNESS) WITH GROUT ON INSIDE AND
11, TOP OF FLOW CHANNEL
UI
[7
OUTSIDE.
L f--TEE WITH
3. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON -SHRINKING
GROUT.
CLEANOUT PLUG
NOTES:
NOTES:
1 . ALL INVERT CHANNELS ARE TO BE CONSTRUCTED FOR SMOOTH
4. FLOW CHANNELS SHALL E CONSTRUCTED TO DIRECT INFLUENT INTO FLOW
STREAM. ( SEE DETAIL
1 . ALL DETAILS AND SPECIFICATIONS FOR STANDARD MANHOLES ARE
FLOW WITHOUT OBSTRUCTION.
5. LIFT HOLES ARE PERMITTM.
APPUCABLE EXCEPT FOR REFERENCES TO DROP ASSEMBLY.
Z.
2. PROPERLY SHAPED SPILLWAYS SHALL BE CONSTRUCTED BETWEEN
PIPES WITH DIFFERENT INVERT ELEVATIONS TO PROVIDE FOR
6. ALL PIPE HOLES SHALL I E PRECAST OR CORE -DRILLED,
2. DROP CONNECTIONS SHALL BE REQUIRED WHENEVER AN INFLUENT
INVERT IS LOCATED 2,5 FEET OR MORE ABOVE THE MAIN INVERT
PRECAST CONCRE E
TANK
SECTION
w
,� � �-- col
z v, 'w
SMOOTH FLOWS.
7. COLLAR OR APPROVED R�IBBER BOOT MUST BE USED WITH P.V.C. PIPE.
CHANNEL DROP CONNECTIONS SHOULD NOT BE DESIGNED FOR LESS
3:
F--<
3. BRICK AND CONCRETE RUBBLE PERMITTED AS FLOW CHANNEL BUILDUP.
8. M.H. TO RECEIVE 2 COAT i OF 100% SOLIDS COAL TAR EPDXY INSIDE AND OUT.
THAN A 2.5 FOOT DROP,
0 ir
0 L) 0
4. SIDEWALLS OF FLOW CHANNEL SHALL BE AT LEAST HALF OF PIPE
HEIGHT AT ALL POINTS.
FIRST COAT RED AND SEONO COAT BLACK. SECOND QOAT ON INSIDE TO BE
APPLIED AFTER ALL GROLTING. SEALING AND OTHER WORK IS COMPLETED.
SHEET N 0.:
6
OF
INVERT FLOW C14ANNEL DETAIL
NOT TO SCALE
STANDARD MANHOLE
NOT TO SCALE
SERVICE DROPINTO MANHOLE
NOT TO SCALE
DIOUBLE-COMPARTMENr 6RE465E TRAP
7
w
AND OCTL SEPARATOR
NOT rO SCALE
JOB NO.
04-7E
a
N
0
171
OR
C�)
RitOVERED
w MIN.
FDOT #1 COARSE
AGGREGATE OR EOUNALENT
I
................................ ......... .
3:
755
0(
Ln
u�
INSTALL STR BALES
IN SWALE (TYP., S DETAIL) _4
_4
FOUND PK & TIN
TAB
4
STABILIZED CONSTRUCTION ENTRANCE
FOUND PK
BINDING WVRE OR TWINE
FILTERED RUNOFF �
STAKED AND ENTRENCHED STRAW BALE
COMPACTED SOIL TO PREVENT PIPING'
_4Irj_Z, - SEDIMENT LADEN RUNOFF
CROSS -SECTIONED OF A PROPERLY
STRAW 0 A
INSTALLED VMLE
I /
COORDrITE CO
TM ilATE
e pv EROSION & SEDIVENT CONTROL NOTES.,
r PVC M. EL. 1 1. THE CONTRACTOR IS RESPONSIBLE FOR RE4014NG SILT FROLV SITE IF NOT REUSABLE ON-Sirt AND ASSURING PLAN AUGNUENT AND GRADE IN ALL DITCHES AND
(70 BE FIELD VEf SWALES AT C044PLETION OF CONSTRUCTION
ROJLECTPJC S
F BUILDING 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR RE)VOWNG THE TEMPORARY EROSION AND SEDIOENF CONTROL DEWCES AFTER COYPLETION OF CONSTRUCTION AND ONLY
WHEN AREAS HAVE BEEN STABLIZE0.
EXISTIN 3, ADDITIONAL PROTECTION - ON -SITE PROTECTION IN ADDITION To THE ABOVE OUST BE PROVIDED THAT WILL NOT PEROIr SILT TO LEAVE THE PROJECT CONFINES DUE
TO UNSEEN CONDITIONS OR ACCIDENTS.
�2
4. CONTRACTOR $HALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TWE OF ACCEPIANCE
0
OTH 5. WIRE 4oESH SHALL BE LAID OVER THE DROP INLET SO THAT THE 47RE EXTENDS A MINIOUR OF' I FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. HARDWARE
CLOTH OR COMPARABLE WIRE UESH WITH 1`12-INCH OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF' YESH IS NECESSARY, THE STRIPS SHALL BE'
-4. OVERL4PPM
6. FOOT NO. f COARSE AGGREWE SHALL BE PLACED OVER THE WIRE MESH AS INDIC4TED ON SEDIWAIT FILTER DETAIL (SEE DETAIL THIS SHEET). THE DEPTH OF
STONE SHALL BE AT LEAST f2 INCHES OVER THE ENTIRE INLET OPENING, THE STONE SHALL EXTEND BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES.
7, IF THE STONE FILTER BECORES CLOGGED WITH SEDIUENT SO THAT IT No LONGER ADEouAray PreromVis ITS FLNcrGN THE STONES Awusr BE PULLED AWAY FROV
4- THE INLET, CLEANED AND REPLACED.
P OSED OUTFA 8. SALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED WITH THE BINDINGS ORIENTED AROUND THE SIDES RATHER THAN OVER AND UNDER THE skm
1 EL.-23.50 9. 84LES SHALL BE PLACED LENGTHWISE III A SINGLE ROW SURROUNDING THE INLET, WITH H D OF A ACENT BALE
,-14.20 7 E EN S DJ S PRESSED TOGETHER.
10, THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILED. A TRENCH SHALL BE EXCAVATED TO A 441MYL14i DEPTH OF 4 INCHES. AFTER THE SALES ARE STAKED,
THE EXCAVATED SOIL SHALL BE BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER.
11, EACH BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST TWO SIAKES OR REBARS DRIVEN THROUGH THE &ALE
f2, LOOSE STRAW SHOULD BE WEDGED BETWEEN RkES TO PREVENT WATER FRO)W ENTERING BETWEEN BAES.
13, STRAW SALE BARRIERS SHALL BE INSPECTED OWYEDATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
f4, CLOSE ATTENTION SHALL BE GIVEN TO THE REPAIR OF D4,WAGED SALES, END RUNS AVVD UNDERCUTTING BENEATH SALES.
-6
RE 15. NECESSARY REPAIRS TO BARRIERS OR REPLACE4irNr OF' 84LES SHALL BE ACCOOLISHED PRO)VPILY
DR F6. SED/AiENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL, IT MUST BE RE40VED WHEN THE LEVEL OF DEPOSITION REACHES APPROxIUATELy ONE-HALF THE
M HEIGHT OF THE BARRIER,
f7, ANY SED144ENT DEPOSITS REV*NING IN PLACE, AFTER THE STRAW SAE OR FILTER BARRIERS, AND OR SILT FENCES ARE NO LONGER REQUIRED, SHALL BE DRESSED
TO CONFOR0 TO THE EXISTING GRADE, PREPARED AND SEEDED.
I* Ht R Rpz
AS Y IS, SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED *A&Dmray AFTER EACH RAINFALL AND AT LEAST D41LY DURING PROLONGED RAINFALL. ANY REQUIRED
rFIAD
cItcc
AD REPAIRS SHALL BE UADE IWEDWELY.
I MANSF00 19. SHOULD THE FABRIC ON A SILT FENCE OR Fit TER BARRIER DECOUPOSE OR BECOVE INEFFECTIVE PRIOR To THE END OF THE EXPECTED US48LE L FE D H
I AN T E
BARRIER STILL BE NECESSARY. THE FABRIC SHALL BE REPLACED 144WEDIATELY,
20. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS VADE AS NEEDED.
21. SEDIUENT SHALL BE RCUOVED AND THE TRAP RESTORED To ITS ORIGINAL D14ENSIONS WHEN THE SEDIA400 HAS ACCU)IULATED TO 112 THE DESIGN DEPTH OF THE
TRAP. RdWOVED SEDIUM SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A WNNER THAT IT WILL NOT ERODE,
12 THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIVENT CONTROL PRACTICES AS OUTLINED I r E PLANS SPECT '4TIONS.
N H IC
2_3� FOR ADDITIONAL INFORRATION ON SEDAWENT AND EROSION CONTROL REFER To 'THE FLORIDA DEVELOPEIVIENr VANuAL - A GUIDE To SOUND LAND AND WATER
4WAGEOW* FROO THE STATE OF FLORIDA DEPARTMENT OF ENVIRON)VENTAL REGULATION (FD.E.R.) CHAPTER 6.
24. EROSION AND SEDJUENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTRE44i WATER QUALITY
DEGRADATION. SEE DETAILS (THIS SHEET) FOR TYPICAL CONSTRUCTION
25. SOD SH4U BE PLACED IN AREAS WHICH AIAY REQUIRE 1WED64TE EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE )�AINTAJNED.
141
25. ANY DISCHARGE FROV DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYED TO THE OLITFALL IN A UONER WHICH PREVENTS EROSION AND TRANSPORTATION OF
0
SUSPENDED SOLIDS TO THE' RECEIVING OUrFALL.
27, ALL DISTURBED AREAS SHALL BE GRASSED, FERTZLIZED AND VULCHED UN71L A PERIVANENT VEGETATIVE COVER IS ESTABLISHED, CONTRACTOR SHALL USE ADDITIONAL
MEASURES To suavzE DISTURBED AREAS THROUGH COPPACTION SILT SCREENS, HAY BALES, AND GRASSING. ALL FILL SLOPES 5:1 OR STEEPER TO RECEIVE STAKED
SOLID SOD.
28. ALL DEWATERING. EROSION. AND SEDI�krlq`r CONTROL SHALL REWIN IN PLACE UNTIL AFTER COOPLETION OF CONSTRUCTION, AND RSWOVED ONLY WHEN AREAS HAVE
BEEN SM&LIZED. MEE
R� 29. THIS PLAN INDICATES THE ViN*uAi( EROSION AND SEDIMENT UEASURES REQUIRED FOR THIS PRojEcr. THE CONTRACTOR is
ASE,T- RESPONSIBLE FOR I, ALL
NG
APPLICABLE RULES, REGULATIONS AND WATER OuALITY GUIDELINES AND "4Y NEED To INSTALL AGDmOAjAL CONTROLS.
-
50. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER PANAGEUENT DISTRICT INQUIRIES. THE COST OF THIS COMPLIANCE' SHALL BE PART OF THE
6
.7
CONTRACT.
31. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AN SEDIA&NT CONTROL PRACTICES AS OUTLINED IN THE PLANS & SPECIFICATIONS.
32. EROSION AND SEDIOENT CONTROL BARRIERS SHALL BE PLACED ADJACENT To ALL WeTtmD AREAS AND PRESERVATION EASSIdENTS WHERE THERE 15 POTENTL4L FOR
DOWNSTREAV WATER QUALITY DEGRADATION.
33. THE CONTRACTOR SHALL BE RESPONSIBLE POP ESTABLISHING A PERAMNENT SIAND OF SOD ANDIOR GRASS PER THE CONTRACT DOCU4#ENrS.
J4. THESE' PLANS INCLUDING THE POLLUTION PREVENTION PLAN INDOTE THE 441NIUU4i EROSION & SEDIWENr CONTROL IVEASURES REQUIRED FOR THIS PROJECT, FOR
ADDITION& INFORYATION ON SEDWENT AND EROSION CONTROL REFER TO ^THE FLORIDA DEVELOPkENT I�ANUAL - A GUIDE To SOUND LAND AND WATER *NAOEAWENT'
FRO)W THE STATE OF FLORIDA DEFARTIAENT OF ENVIRONUENIAL PROTECTION (F,D,E,P.) CHAPTER 6. CONTRACTOR SHALL. PROWDE EROSION PROTECTION AND TURBIDITY
;----------- CONTROL AS REOUIRED TO INSURE COAfF0RJVMCf TO ST4116 AND FEDERAL WATER QUALITY SrANDARDS AND U4Y NEED TO INSIALL ADDITIONAL CONTROLS TO CONFOR
4 VdVD TO AGENCIES REOUIREVENTS. IF A ATER OU4VrY V70LATION OCCURS� THE CONTRACTOR SHALL
BE WHOLLY RESPONS16LE FOR ALL a4AIAGE AND ALL COSTS WHICH Y
RESULT INCLUDING LEG4 FEES, CASULTANT FEES, CONSTRUCTION AND FINM
ELEV. = 22.59 COSTS,
bu w
ON ALUX
0 0.50% SOK,
INSTALL SILT FENCE
LOTS OF CLEARING/DISTURBING
(TYP, SEE DETAIL)
5/8 IN. POLYPROPYLENE ROPE
1/4 IN. TIE ROPE
EPTH ACCORDING TO NEED
NYLON REINFORCED VINYL
(BLOW-UP OF SHACKLE CONNECTION)
TYPE /
POINTS A SHOULD BE HIGHER THAN POINT 8
PROPER PLACEMENT OF STRAW BALE
IN A DRAINAGE WAY
AVAILABLE
STANDARD
1. SET POSTS AND EXCAVATE A 4" X 4" TRENCH 2. STAPLE WIRE FENCING TO THE POSTS,
UPSLOPE ALONG THE LINE or POSTS.
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND It INTO THE TRENCH.
EXTENSION OF FABRIC AND
YORE INTO THE TRENCH.
&A
x
CONSTRUCTION OF SILT FENCE
1. EXCAVATE THE TRENCH.
3. *EDGE LOOSE STRAW BETWEEN BALES,
2. PLACE AND STAKE STRAW BALES,
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
CONSTRUCTION OF A STRAW BALE BARRIER
SUNSHINE SIATE ONE-CUL OF
FLORIDA, INC.
9-=�M�m
oo-�
BEFORE M M
OILL * (2) �
go
0
U crV
It
to
Lo
win
r
00
V- M
W*
LU 0
Ull
za:
Li Lj
a:
uj<
LLJ
LL:
N
Lc) 0)
o't
CL co > r-,
X 000
o
0 )- Lj Ln
LIJ m C\j N
ry>
_j �o
V) �_: LL
c()
LL
u Nr o
0 0 ::)
u0- -1 1 LL]
LLJ 0) F_
Ld 3� F-:
V) 00C)
Li cn* LL
> 0 F__ I-
N F-
CN 0� r, Q�
z 00 r, Ld
Ld rl 0- �u
LLJ
I
00
ry LJJ
O� o 0
u Z
z = C�
00
(f-) F--
0 <
Ld
LLJ
U)
ry
I
LL
1110
V)
>
ry
ry
<
n
<
Z
0
:D
zz�
_j
0
Z
ry
Ld
<
LLJ
Z
:D
1
o
w
5a:)
b
0
>
0 IT
tI
0
SHEET NO.:
si
JOB No. :
04-762ENG2
T 441 " i
GENEIR,41L NOTES
1.1 Falbricetion shall be in accordance with U.5.A.'6 standard practices in
BASIC LUIND Pf;-�'ESSURE:
co,plTffince with the applicaclis sections, reiattm@ to cission requirements
INTERN4-� !-,FE55URE COF-riciFN-,:
ard allowable stresses OF the latest edjtlon or Lhe "AWS structural
Waldl,cj Code U.5.A.'e manufacturing procedures have been
E]�D�E $TRIf= IDIMEN510N� I
-0-&...
certlf4cl lc�:
COtIFENENT 4NID CLADlDII*-,:
certification numbers
FRE55LIRE:
5UCTION�
5011
ZONE I I
ZONE 1
43,42 :�,f
ZONE 2 1
-
f
Ml/,Ml-[>ADE COUNTY 010.r a
ZONE 3
ZONE 4 43,4-�
AF-
ZONE 5, 43.4
ZONE 4
ZONE
41112-l;��f
-4
Ircifara (For Beam and Colomm? 2-313512
Indiana (For Rigid Frame) 2 J43513
Indiana (For straight column) 21je!510
Certification For Metal Bullollnee
Member M5MA
46*LM PE6 IGNATI N
MINIMUM YEL2
1.2 MATE L4LA
Wide Flares shapes 4512 or 41��2
Other Rated Mill Shapes A.36
r'T' - 50 K51
FY - 36 K51
Structural Steel Plate (Watb%/CcnnsctIcn5) 41011, A�35, 40,35
FY . 55 K51
Structural steel Plate (rlareiii,6) AE,2� OR A5-12
FY - 55 K51
4
Cold Formed Light Gage Shapal Alolice
FY - 55 K51
Cable Bracing 144-1�1-18
Extra High Strength
Rod Bracing 43�,
pY - 3C� KSI
Roof and Wall Sheathe Xle2
FY . �,O , 60 KSI
Machine edits A3C-I
FY - 36 K61
High 5treneth Bolts (112,0 to ro) A315-N
FU . 120 KSI
High Strength Bolts N t/6"O to I /�"O) A325-N
ru . 105 Keil
Anchor Bolts (IF supplied) 43ro
FY . 36 KSI
Fripe 4513, GRADE 5
ry . 35 <51
H-5s. TUBE A500,GPADE E,
FY - 46 KSI
I cl
BU'T'ER/ENZ) USE C-U6TOMER FE5FCN6I5ILITE&
OUAL[rICATION LF �40T-�)Ilz` Ci;ALVANIZINI23 FROCE�&
2.1
It Is the responsibility of the 5UYER/END USE CUSTOMER to Obtain appropriate
approvals and secure necessary permits from City, county, state, �,r
cIMAIR-T- ANI�) 5F=CONPARY STEEL
USED ON _EF
Federal AetstroTez as redulred, and to advisis/relea5s U.S.A. to faL�wl t
ca a
upon receiving such.
The abillik.; of a 241VA(lized costing to meet Its primary objective
of corrosion protection should be the chief criteria In
2.2
United Structures of America's (hereafter referred to as USA.)
orovOlrie
evaluatirg its overall appearancs� Zinc coatings produced by the
standard 5pecIFIcatione apply Unless stipulated otherwise in the Contract
Documents. U-S.A.'e deelen, fabrication, quality criteria, standards,
hot -clip galvanizing process are excellent corroston-protection
systems. when the coating becomes ver� thickor dull gray, the
practice, methods and tolerances shall govern the work With any other
coating may not be applicable for architectural purposes.
Interpretations to the contrary notwithstanding. It is understood by both
Parties that the BUYFR/END USE CU570MER is responsible for clarification OF
Differences In the luster and color of galvanized coatings and
inclusions or exclusions From the architectural plane anc/or specifications,
the presence or absence of spangle has no affect on ths coating
23
In case of discrepancies between U.5,4'9 structural steel plans and plane
performance. The well-known $panels effect round on galvanizing
for other trades, U.5-A.'s plans shall govern, (5act[on. 3 415C Code of
Is simply a factor or primary crystallization. it is chiefly clielpernalient.
5tardard Practices, 'Zth Edition)
upon the zinc bath chmmifetry, the rate of cooling, the method of
pickling, the steel chemistry, and the thickness of the costing,
2,4
Approval of U.e.A. drawings and that U.&-A. has
correctly interpreted and applied the Contract Documents. This approval
AdditTcrally, handling techniques for ealvanizine may require the
constitutes the contra atorlowner6 acceptance of the U.S.A.'s design
concepts, assumptions, and loading, (Section 4 AISC Code and MEIMA 333)
use OF chain alines, wit,e or other holding devices to immerse
material into the ealv'InTzine kettle, These handling devices may
2.5
Once the 5UYER/END USE CUSTOMER has signed U.S.A.'s Approval Package and the
leave a mark an the �Ialvanlzed Item. These 1r4rkS are not
project is released for fabrication, charess &hall be bliled to the BUYER/
rsca6sarll� detrimental to the coatlh&
END U5E CUSTOMER Including material, engineering and other costs. An additional
The galvanizing proceiee Is for corrosion protection.
fee may be charged if the project must be moved from the fabrication and
shipping schedule.
in Finish and hardline marks are not cause For rejection of the product.
2.0
The BUYER/ENED USE CUSTOMER 15 responsible for overall project coordination. All
interface, compatibility, and design considerations concerning anu materials
not furnished by Us.A. and U.6-A�'s bLeel "stem are to be iccneldtI ancl
TCMER.
ccorcllnate� by the EUYER/END USE CUC Specific design criteria concerning
this Interface between materials must ce furnished before release for
Fabrication or U.5.A.'s assumptions will govern (Section 4 and commentar
AISC Code of Standard practice, Sth Edition)
2�-1
it is the responsibility of the BUYER/ENID USE CUSTOMER to Insure that U.5,4�'s
plars comply with the applicable requirements of any governing building
J
rrl- I f I I I data and drawin for
I [/,I ",I,; " I — 11,11,�, 1� aut rites. supp y ne a 5ea a she near ne es
13 ERLM iiiiIIIIA I � the metal building system close not Imply or constitute an agreement
I rimer atritiearuatlinhIbItive rimer whichmestb the end t USA It ci I n Insere are ictir- as the on Inser of record
performance of Federal Specification TT-P-&rv4D and is U.6.A.'s Rea
oxide color. This paint 16 not intended for long term exposure
01,
j
to the elements- Us.A. is not responsible For any deterioration
OF the shop primer paint as a result of Improper hardline and/or
storage. Us -A- shall not be responsible for any field applied
ry A15C
paint andlor coatings, (section Code of Standard Pra
ctf
�Zth Edition)
1,4 GAI vANIZED OR �2EECIAL COATINGI22;
See Contract Documents aid raF. note on the top right hand of thl e page.
LE, ALL DOLT� ASF- 1/2"!6 x 0�-J` A.��75X
a) Eave strut connection - 1/2"0 x 0'-1 1/4" A30-1
b) Eridwall rafter splice - 5/6"0 x 0'-1 3,4" A325-N
I �
c) Endwall colurin to rafter connection - 1/2"0 x 0'-1 1/4" A32F,-N
6) Main Frame connections - SEE CROSS SECTION
V.
NOTE: Washers are not supplied unless noted otherwise on draw
J,e, 4,325j;t, T �TGHT NING� REQUISr-M"r
All high strength bolts are A325-N unless specifically note Otherwise, i�';,
structural bolts shall be tightened by the turn-of-the-mut method In
4ccorclance with the Sth Edition A15C ''specification For structural Joints Using
A32S or A4�O Bicits"- A3�5-N bolts are supplied without washers
urlase otherwise noted on the drawings.
All bolted connections unle&e noted are designed as bearin2 type connection,
with bolt threads not excluded from the "ar plare.
TION-
N5105- Under roof panels at save
CUTSVE - Between andwall panels and ra trim
,4
- Under continuous ridge vent Skirts
1.5
Ali bracing, strapping, 4 bridging shown and provided icy Us.A. for this buliciln,
requirecl and shall be Installed by the *Factor as a permanent part of the struc
IF additional bracing is required for stalplilty clurTng erection, it aha I I be the
erector's responsibility to determine t�p amount Of such bracing and to
p rocure and install as needed.
�,ai .... ..
M'�f,lt,q . I � , 3
1, Aq "n' h
'i 'lFt,
-RE(:;TON A�112 UNL2-AIDING NOT BY _�A.
1--5 E
1,10 "a, without the written approva I of United Structures of America, Inc.
--FTAGE
Any claims or shortages by buyer must be made to U.S.A. within fI (5) "A �V Collateral loads or other components provided by others may be supported on this
ft d 11 r uch claims will be considered to have Im oure
I el Ii n ;=�ass Shear V= k! S E ulvalert Lateral Force Froce d
wor Ing aya a Sir a very, o e F -1 buildincl In the designated locations If apeCITIC8 y Inc U a n a 88 QI1 Oa S�
been waived tOy the customer and disallowed. Unless The corrections for such components have been deafened and detailed by
Class
T Pie --
Ll CraireLcad: Capaclt� U.SA, the customer is responsible to ensure appropriate connection details are utilized.
MEIMA (2.192 �Ssiss Cross Ser-tione and/or Calculations for loaJine) 2.12 WARNING In no case should Aluminized Zinc etas[ panels be used
claims for correction of allsbed misfits will be disallowed unless U,54. in conjunction With lead or copper. Both lead and copper have harmful
shall have received prior notice thereof and allowed reasonable inspection El Mezzanine Loacit DL— psf LL— CL— pef corrosive effects on the Aluminized Zinc alloy coating when ths� are
of Duct-i misfits. The correction of minor ml6flte by the use of drift Ll Other Lcads: in contact with Alumhlzscl Zinc steel panels. Even run-off from copper
pine to draw the components into line, moderate amounts OF reaming,
;"444 V flashing, wiring, or tubire onto Aluminized Zinc should be avoided.
chIplpfF2 and cutth2, and the replacement of minor shortages of material 2.13 SAFETY COMMITMENT UNITED STRUCTURES OF AMERICA Has A commitment
are a Formal part of erection and are not subject to claim. No part OF
10 2o&�A 0 USA 'PaR` 0 M4 l�- 6-re, r1a:m�.r A Stit�h ALLOWAOLIE DEFLEC;1I to manufacture duality i:;UIIdIrg components that can be Safely erected.
the Building may be returned for &Ile2ed misfits without the Prior El 24a4 LI 0 Z�,Iumlruiir Zinc 11 Northern Roof 1112 X 14"51D5 Member (Infly W/ 5T5 Stitch U54/1'rel-14 STANDARDS
approval or U-S�A- 1ROO" 0 24GA UZA ;Gwa,dtai, [�� S6R El 5illizora P�ly Unlo.t. 2000 El Va. Ma.tf� 0 012 . 4" SI Mamlosr with Laptek 6vt�h riZvetr SIDESWAY . w/'l However, the earsty commitment and job site practices of the erector
0 24GA usA 'ouarolar Ir s5aii U K�nar Urficots 3000 D Fixed 0 Long Life Fasteners FRAME DEFLECTION - V150 are beyond the control of U.5.4,
El stainless steel Fasteirill PURLIN OFFLEC710N - It Is 6tronely recommended that safe working conditions and acciderit
1.12 E F1 High El 4rtlounlatin2 Thermo 1 151 d"! [15, 11" -il C#[il PiErLrCTION - L/122
RECTOR NOTE Color D Low El ricati 2
Erect steel with place mar" corre5pordincl to location of piece marks on bpecal ReOuiremants prevention practices be the top priority of ar� Job site. Local, State,
erection drawings. Erect and plumb ba�s progressively to Inours overall width 0 Kyrar Unicote 3000 014 LUIHD 012PLECTION ISASED ON, not Federal safety and health standards shoulcl always be Followed to help
1111 2&�A 0 USA -PISA�- El
and length Is maintained, 0 silicone Poly Uncotte 2000 LO YEAR Insure worker safety. Make certain all employees know the Safest and
WALL 24G4 8 U6A "PBR" Cc lor F.WHITE MEAN RECURIRENCI moat productive way of erecting a ko�1167i,Q. Emergency procedures
M Long Lira Fasteners WIND SPErD
0 012 x SOS Member (�)nly W/ STS Stitch
-IE th Laptek Stitch
ACCEESOF W - a
Accessories are ?lot wind rated. spe-al Risciwir 0 stainless steel Fasteners 0 012 x V 5D6 Memicer wl should be known to all employees,
Dally mealtires h1ehITE31-itine safety prcaedureq are also recommanclec. The
a,. TrT. IN Bass Trim 0 Mrol IN -201 E nPol 12 ea.. cld.ule
0 Standarol W/�uttars 4 Dowrap�it M Simple ra�e Trim El ep�ulpturad E
1, use of hard hate, rubber sale shoes for roof work proper equipment for
1.14 IsYSTEM5 p"
Gutter h.5LUE Downspout
The performance of roof systems supplied by USA Is clepandent 6 , n correct and croper'7 TRIM Eave corner P-WHIT8 jamb i Pead H5LUIE Bass Trim -E--WHIN— handling material, and saf t I nate where applicable, are recommended.
Rake ABLUE
erection anal roof 6�6tism installation by qualified roofing installers. U5A so not responsible -tor5/Erector6 shoulA be aware of OSHA regulations for $teel Erection.
for roil -performance due to Improper or detractive Installation- USA close not certify 0 5111cone Poly UnIcots 2000 0 K�nar UnIcote 3000 contrac
The following 0914A Regulations (Standards 2S dFR) are applicable to Steel Erecitom
eirectors or roofing Installers. FASCIA 0 2&r14 U54 13 1f.II "paRl, FJ Copr_ Trim Color 000 D Kqrar UnIcota 3000 05HA steel Erection Regulations, Part Number 1926, Subpart "RII
NOTF- Customer To Provide Colors lZenotsol _fA�EL�_ I �46e4 a I Requir—ants 0 silicone Po1V Unicots 2 2.14 Manufacturer Is not responsible For nocilly Injuries or material delmaea,5
D during unloading, handling or storage
With * *(If Arl�) On Returned 1;)Luq�sl sOFFIT 0 2sCA USA 0 111-54�- 0 �PBR` LJ..------ Color Trim Color
12/12/05 PANEL � Q 24r.A all Requirourants E] 6111cors Poly Unicote 2coo o Kylar UnIcote 3000,
03/le/oe> ALL FLAT FACED PANELS HAVE A TENDENCY TO 0 N. 5041CK 0 26GA USA 0 IP5A11 El IFt 0— Color Trim Color — LIC. NO� 54�10
USING HEAvIER GUAGES, NARROWER WIDTHS, EM50 PANEL Li 24GA Special Requirements El silicone Poly Jnloots 2000 11 Ky,ar UrtacI
0�,/11/04 I NING, EXF. Feb. 2001
STIFFENER BEADS 1WHEN AVAILABLEI CAN REDIC PAI [I 2(,rA U54 0 Pe"': t� P15R 1 0 color Trim Color 1� FI FEII I IT 612110(o
2/,3/04 ANNIIII PANEL 0 74GA special R, 0 silicone Poly Unicota 2000 EJ K�� Job Number
_Oq�120=Snle --- UNITED STRUCTURES OF AMERICA
2/2/04 FOR REJECTION M 26GA USA El -peAl- 0 P�11 0-- Colo,— TrT. Color — U M12 est.45CHONG I
a . . or S a* on 6 !;1 =J
M/1 or pester professional For a construction project, These drawings are
sealed only to certify the design of the structural components furnished by U.6,4.
2.a The 5UYER/END USE CUSTOMER is responsible for setting OF anchor bolts and
erection of steel In accordance with U.8,4.'s "For Construction" drawings
JNITF]D S T I J CT UF-A), E S 0 11 AMI-�J IRICA only. Temporary supports such as guys, lnrace6, falseworik arlbloTne or
other elements required for the erection operation ahali be determined
J
and Furnished and Installed by the erector. No Items should be ourchased From
DRAWING PACKAGE a preliminary set of drawings, Including anciior bolts. Use only final
"FOR CONSTRUCTION DRAWINGS" for this use. (Section I AISC: Code of
v Standard Practice, Sth Edition,)
4 W4
2.!B United 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
JOB 33030A (H,4NGAIR 3) shear, catering and tension, but Is not responsible for the transfer of anchor bolt
Forces to the concrete or the adequacy of the anchor bolt In relation to the
10 concrete Unless otherwise provided in the Order Documente, United Structures of
BUYER 57� LUCIE'5 57RUCTUfRE5, o America does not design end Is rot responsible for the design, material
and construction of the Foundation or foundation embedment$. The
END USE, CUSTOMER TAXIWAY, EVELOF`t--IENT�' END USE CUSTOMER should assure himself that adequate provisions are made
in the fouirclatlon desen For loads Imposed by column reactions of the building,
U 1 14 other Imposed loads, and bearIng capacity of the SOTI and other conditions of the
BUYER ORDER # bulldIng sfts�
-a building be
ix It Is recommended that the anchorage and foundation of tl�
designed by 4 R�glsterecl Professional Engineer experrarced In the design
q �T. LUC;IE
JOBSITE FT, F'IEIRGE, FL COUNTY Ton Aid M5MA IS56 Low Rise Building Systems Manual)
of such structures. (Sect
210 Norma I erection operations include the corrections of minor mIsFlt5 by
moderate amounts of reaming, chipping, welding or cutting, and the
BASIC, BUILDING r'1,41N 5LE)r-,z� fRF 12 0'- 0 X 100'-0 X 3 2'- 2 1/2;12
rawine of elements into line through the use of drift pins. Error*
d
1 ;12 024
-10'
LEAN-TO 555C, 30'-0 X -0 X 12'-5 (LS) which cannot be corrected by the foregoing means or which require
major changes In member configuration are to be reported lmmadlatsi�
5,1
THIS STRUCTURE H45 BEEN DESIGNED IN ACCORDANCE WITH THE POLLOWINC,314113 NDIG,4TED� to Us.A, by the BUYER/END USE CUSTOMER, to enable whoever 16 responsible
f
CODE either to correct the error or to approve the most alf IcIent. and economic
method of correction to Iva used by others, (Section -1 AISC Code of
Standard Practice, Sth Edition)
I Cods of Latest Issue to be Used) E LL 20 lIdSF N Tributar� Area Rebuction 2-11 FIELD MODIFICATIONS - WARNING Neither the Fabricator nor the BUYER/END
\,4r)1256 Otherwise Nctsd� J - 0 Collateral 1-0,56: 5 - pef USE CUSTOMER will cut, drill or otherwise alter his Work, or the work of other trades,
FA U54 Standard Code Edition 0 5r)OLU Load: Fo 0 —
- p6f Fir — Psf (-,e 1-0 Is 1-0 Ct 1,0 to accommodate other trades, unless such work is clearly specified In the contract
2C04 0 Wind Loaci 130' 11 1 Lu 1�0 Expc5ure -C documents. Wherever such work 15 specified, the 5UYER/END USE CUSTOMER Is
F] 55C I-.] 15 G I:--- Internal Fre—eaure"Eoref fir- I ert �0.1& Ds6leri Wind Pressure 3(o,a psf responsible for furnishing complete Information as to materials, size, location
L] J5C, 7 15OCIA. 145CIE and number of alterations prior to preparation of shop drawings. (section 1
-15 D Sisismic Data; Use Group SOS 561 Site Class A15C Code of Standard Practice, Sth Edition)
EXIIC05URE 1 0 C 11 D Is The straingth, stability, and safety of this bullclme may be affected by cutting, drilling
0 OTHER ;�LORID,4 BUILDING COrDE
Seismic Dealer Catsgcr� — or reMOVInQ any components of the building. No such modifications may be made
0 246A Special Requiremarts 11 6111COns Poly Urlcots 20 00 [1 Kqri4r Unicots 3000 HOUSTON, TX 11039 SPEST LI Of I
A
s
s
cf�)
0
(LOW 5VE) 9z (REr.
MEI
69
PURLIN LAPS
5ZI (TYP.TWIS 5AY)
201-0
ESE.3
5Z (RFF- 5TP
az (POR 5i 1)
--- -; I-
-Jkl
1 -_7 ------------
- -
E]
T) f-
:2 (TYP.T018 EI�T)
E�Z� (I I �T"�,
2� 0
10'-V 0/0 STEEL
4'
(LE,4�-7`0)
**F,4NEL5**
�Dor-ibGAIPBRIAZINr
**TRH�1-+�i
SJTTFR-26GA/�4.61-Ur
r*l<-
OTY-
DE5CRIPTION
UALL-2j,GA/P5R,FJ1WITE
DOWN6POGT-26GA/PWWl
�4�
2
6-0 X 4-0 FRAMED OPNG�. (FOR WINDOW �q TRIII
ca
4ANk3AfR DOOR LEAVES-
&GA/ 13R/PIL441TE
coF;NrR-2snA/PjwHj-nF
JAMB/PEAD-26GA/14.15LUE
i 'a
r-
ONE
ONE
I X 10-0 FRAMED OPW� (FOR RJO)
3-4 X 1-2 FRAMED OPNI (FOR DOM
RAKE-26GAA4BLUE
D
2
6-4 X 1-2 FRAMED OPNG. (" DOOR)
01 BASE TRIM-26GA/PILHIT
E
3
3010 M WALK DOOR (WHITE) PRE-A5SEM5LED W LVR
�F�
4
13" VENT X 10-0 W 136 4 DAMPER (AZINC)
C106TOMER NOTE.
REFERENCE 5T DRAUJING(e)
rOR 5TANDARD 5ESTION5,
M< QT) DEer-RIFTION
ANAN ALMUGHRAE31
G ONE "AWiAR DOOR 110'-0 x 21'4, CLEAR q e6� &-1 X 21--b L I C. NO, 54,310
LEAVES (26GA/P15".1JA41TE) W H15LUE TRIM EXF, ---Eg�b, 2001
UNITED 5TRUCTURE5 OF AMERIC
;K5E1 %2 51.16GHONa
—9— HOUSTON, TX 7103�1
ERZC70R NOTE
Erect steel with piece marks corre600rcilrie to location of piece marks on
erection drawlne6. Erect aid plumb bays progressively to Insure overall
width and lenoth is Maintained.
A
ISSUE REV. DESCRIPTION DATE
f=I FERMIT &/21
IIIN
,UNITED STRUCTURES OF At-IERICA,
IOU �
�5T�' TE� �03e
2a-�2-0241
DE5GRIFTION: ERECTION FL,-�N
CU5TOMER: 5T. LUCIE'5 STRUCTURE5
LOCATION: T=T- FIERCE, FL
BUYER NO.: TAXIUJA-T- DEVEL f-MENT
�RAIJINa 5Y DATE C ATE
�WECK BY
612010ro It
J05 - 33030.4 1111LI DRAWING 156ur=
tILT.S. E2 OF F1 P
I
51DE LUALL SPEET
, FULL �eIGPT
CAI,�i -E
(TYF=''
5zlo
L 1, - L iapv-s6 L
'10'-0 0/0 STEEL
ELEvAjk� �Ne INE 11,411
1 L210
LEAN-TO
I I lov-l� I I
4 (ol L;T
4 �47.5.
Xl��p PIPE 5TIR
CAP fP r=A. END
AZ14 Az�
L- — — — — — — — — — — -- — 4 Z — — — — — —
Ane
AZ2�
AZ2&
*PLEASE VERIFY OR
FROVIDE DIMEN51ON ON)
TT C45LE
I - (TYF.) 2'-6� 1
Lu
ul
lc�ol-o 0/0 e-TEEL
4'-8
Q
4 4
ELEvATION LINE "Y'"
-ELEVATION e LINE 111)"
Waxic
4-V' 147.5.
4 V END M EA. ENE)
LLOX10
4--Vo P.T.E.
�q I" KNIFE It EA. END
(TY10.)
waxlo —
4-j"' H.T.E�
tq'Y' END FP EA. END
ujaxlo�
4-Vo �4-T.E.
u� I ` KNFE M EA- END
(TYR)
n
g, (4) (2)
ELEV,4TION S LINI ''T''
(MAIN 5LDGJ
7V
L L
4 5'-& 4
EL VATION �D LINE ''511
(1)
CENTER IN BAY AND FIELD ATTACH WITI-4
(2) MEMBER 5CREW6 AT 5'-0 ON CENTER.
NE5TED GIRT
GHTER GAUGE
WALL GIRT
WEAvIER GAUr-iE
5ECTION "A"
(5ZN)= 2 12GA GIRT$
(aZ23)= I 12G,4 GIRT 4 1 13GA GIRT
'T
(5Z2.4)m 1 12GA GIRT 4 1 14G,4 GIRT
(OZ25)= 1 12GA GIIRT 4 1 15G14 GIRT
(OZ2&)- I 12GA GIRT 4 1 l(oGA GIRT
— — — — — — — — — —
rrl
10-
Z
)-
ID
Lu
Lu
LU
Lij
z
>
w
w
w
ck
(L
S) IL
CL
w
:3
0
(L
L
S)
z
(V W
S)
Q
ILI
b
Q v
z
:t
q 1
(y W
W Q
Z
%5 j)
=5
r-
LL
� x
w
-i
LU
LE
w
z z
.4 f�
En 4;
W LL
zox
4 �l tu
AIER
AZ43
4Z41
OT
T
ER
A2E
—Aa
-
-----
AIER
AZ44
14
AZ44
AZ44
AZ43 L
AZ44
AZ4��,
AZ44'�
AZ44---
4Z43
—Z
AZ44
5z
5z
AZ44
AZ43
AZ44
AZ45
AZ 4 .4
AZ45
AZ43
AH4
AZ3S
X AZ44
Az3t
AZ3Z
AZ43
___!�ZAL4
Az3s
AZ40
AZ40
AnS
AZ30
-.a
J
$�4EETING e LINE T'
LEFT ENDWALL
NOTEI FIELD CUT FANEL5
A5 REQUIRED
OU5TOMER NOTE: w
REr-ERENCE 5T DRAWING(5)
REV� DE50RIFTION DATI
ANAN ALMUG�4R,451
LIC- NO. 54elO f=j t�ER`IIT 9>/21
0 EXF1, Feb, 2001
UNITED $TRUCTURE$ OF AMERICA
1'312 5LI6,CHONG
"OUSTON, Tx -1-103S
iELEVATION 'a LINE 13''
LEFT ENIDWALL
&k4EETING; a� LINE 113
ggb�� mb k� i4y
W, WES
DE5CRIFTION: ERECTION FLAN
CU5TOMER: 5T. LUCIE'5 5TRUCTURE5
Loc.4-rioN; FT- f'IERCEFL
BUYER NO, TAXILIJAY DEVELOPMENT
JNITED STRUCTURE6 OrAMIERICA, INC. DR,4UJING BY DATE CHEO DATE
n12 � I ]--)c I
�TOK IE>�s lien JOB 0
201-"2-&24l 33030A Df U' 1=04 or f-I
IT
5ZIl
5zil
P4
T I )
2-%"0 H�T
� 1''m
- a"FR
Waxio
10
5, 0 Ll T
2-59"0 LI.T.B.
� J"te
11 A 11 /F 5
L�) E TAI L
41 L4 41 L
eHEETIN(3 e LINE &HEETINQ 0 LiNg ll�&lll
a) LEAN-TO RkaHT ENI:;)W,4LL (�IAIN [5L[��.)
REFERENCE ST DRAWING(S)
FOR 5TANZ)ARF,) 5ECTION5.
w",
REV, DE6CRIFTION DATE DE5CRIFT�ON: ERECTION f�LAN
ANAN ALMIJG�4R,451
f-I f-ERMIT CIJ5TCMER: 5T. LUCIE'E? E2TRUC-TURE&
Ll(,-, NO, 54VO
EXF, Feb. 20Z?-1 FT. FlIERGEFL
k u wr*
ill L40 LOCATION:
, Is Kw
5UYER NO, T,4XIW,4T' DEVELOFMIENT
UNITED 5TRUCTURE5 OF AMERICA
CHECK f3Y
NG EY TDATE
IS12 5U&GH0NG UNITED STRUCTURES CFAMERICA, INC- DRAW1
-1/0&
f HOUSTON, TX -11031�
OT� MXAS llo�e JOB 0
33030A SCALE DRAWING
N.T-
w pe� . . . . . . . .
4
'n
'0
LU1,0x122
Iq 4-ji"I H-TM 4-t"O H.TM-�/
m q Yl CAP ft
x
NOTr=1 FIELD CUT f',4Nr=LS
,45 REWRZEI:�
DETAIL
E
T 11
L------------
w
W-4 4--8 1�,'-o
110'-0 CLEAR
150'-0 0/0 5TEFL
ELEVATION 0 LINE "T'
RIG�4T ENDWALL
(�1,4 1 N BLDG,)
12
Fq .. . . . . .
T, M-
;t ;t F;, tT ;t I ;t 1 4 4 r -t
E�, L'4 F� j 4 4 -�t 4
5�4t;E71NQ 'o) LIN;z 11711
RIG�47 ENDL�4LL
0-1AIN 5Lz)a)
L4
C)E5CRIPTION; ERECTION FLAN
GU5TOMER: 6T. LUVr='5 5TRUCTURE5
LOCATION� FT- f'lEfRCEFL
BU"rER NO,! 7L�>el[IJLY M;�Vr:l e')RMPKT
I
a
0
A
t
—3�- �10
pANFL
V-44 3'-44 41.0t 4'-IDW 4 - Olt
It
�ri:a If
w
AFE-
(4) A x ]V A325 SOLTS
TI )N W)
(J" CONNECTION FE)
(4) x 2" 4325 BOLTS
(Y' CONNECTION FE)
I
IV
fa
0
ErLANGPE BRACES ARE LOCATED ONE
lir
S 'IDE 0
IDE Or FRAME ONLYf LESS NOTED)
R ELE.
j
A
at
28'-T2 CLEAR
30'-C OUT/COMMON 5TEEL
12
- - - - - - ------
4'- 0)
tW- 0 1 CIS 1 11 4'-Og 4'.02 4r
4'-09 4
--- — — — — — — — —
L
R' PIN L
14�r5 I l. - . f
IN pr� I I N4ff5
----------
A32F, (10) 2V A325, BOLT6
CGNNECTI,�'N fEl CONNECTION IE)
3" A325 BOLTS
CONI
NOTE ID 0
FLANGE 15RACEa ARE LOCATED ONE
SIDE OF FRAME ONLY.(UNLE66 NOTED)
cfRoss 4
FIN. FLOOR ELF.
g ov-0
110'-&i CLEAR
120'-0 COMM. OUT eTEEL
N
((o) 1`0 x 21" A325 BOLTS
(V CONNECTION M�
(14) It" x 3" A325 BOLTS
(V CONNECTION M)
22'.Io
-P
III
i
;t
5sUE
REV DESCRIPTION
DATEI,�
DE5CRIFTION: ERECTION PLAN
ALMUGHRABI
F1
I=Ep�MIT
6/21
LIO. NO. 54<310
CU5TOME`IR: 5T, LUCIE'$ 5TRUCTURE5
EXF. Feb. 200-1
Lf
0:5,0
LOCATION� FT- FIERCE,�:L
UNITED 5TRUCTUREE, OF AMERICA
eU-T-ER NO, TAXILIJAY DEVELOPMENT
DRAWING EBY
DATE
C�4EC3
DAT
IS12 BUSCHONG
UNITED STRUCTURES OF AMrRICA, INC.
I-4OU5T0N, TX7103e
n12 ws��
2,11110ro
�ST� �X� lien
DRAU
I "GE�
15
jo 33030,4
SCALE
ISSUE
=
N.T�6.
OP
ANAN
Ll
12
F--
3k-C& 3,-0 3,-o -3, -0 3--v V-46 4'-01 4'.ot
(4) VI x 2" A32�, BOLTS i I
(V CAP ft) N�S N�ps 11 � I � F T �q r I,-
V- . IV' A,�25 MOLTS
CONNECTION Ill)
It
1 46, ' ''I —
4'-Ot V-4111'-114
�fSl� I"' x 26'� A325 MOLTS
CONNECTION 15-') (a) I", x 21" A325 BOLT5—//
(I" CONNftC I I, F-
�64) Ij 40 x 3" A3I25 BOLTS
(J" CONNECTION M)
ul
Q
rLANGE BRACES ARE LOCAT 0 ONE
ED
SIDE OF FRAME ONLYz(UNI�LF65 �NOrED
FIN FLOOR
llo'-a� CLEAR
4'-0% ,, 4'-0% 1 4'-0% 4�-Oj
- — — — — — — — — — — — — — 2
--- ------- --- ---
BRP PAN L
N4 5 N4 5
N4
2 f6
m 30
(5� x 2'2" A325 150LTS
CONNECTION V
(14) WO x
w
120'-C 0/0 5TEEL
CROSS SECTION s LINE
RE,/. DE6CRIPTION DAT!
S�
AN4N ALMIJGLlRAf5l
f-I pr-r-&IIT &/21
LIC. NO. E,4elO
EXF. F�b, 2001
UNITED 5TRUCTURE5 LF A"ERICA
1512 5U6CwCNG
HOUSTON, TX 1103�
4-
12
31
46
42
w
q
W
4r
0
4F
4'-
;�,� Ir -1 . - O�
T T
3,0 a.-O 3.
3'-0 3--0 3.
-0 3--ol
(4)� Vo x 2" 4325 BOL C,
CAP fP)
�4) VI ]A" A325 MOLTS
(J" CONNECTION R)
x
w
A-
10-
J)6XIO (TYI'.)-/
151-0
DE&CRIPTIoN: ERECTION PLAN
CU5TOMERi ST. LUCIE'E, 6TRUCTURIES
U1050 AlW L _ATION. FT� FIERCEP
BUYER NO.: TAXIWAY DEVELOPMENT
UNITED STRUCTURES OF AMERICA, INC. DRAWING BY :: =ATE�/] DA�
1--)C; 1/0& ICHECK BY T
wm$T� mx� 110" J05. ISSUE
33030A 11-ALI DPAWIN or
N�T.S. I E3
7
5HEE7 ANrzL
64-1
IIPBRII I
WALL PANEL-1
CLIF� I
E)F401/
CIA
STEEL LINE —
I" 5TIFFENER 4D (N6 4 F5)
'F5R" ROOF PANEL
7
(4) VO x 2" 4325 5OLT5 WIOX12
W/ 12" CONN. PLATE
MAIN F-RAME
RAFTEfR
4
'2"' ALL THIREAr> ROD,
NUT � EACH END
TO 5E USED FOR ERECTION
PUR
ZP05EB ONLY, NOT SUPPORT.
E14)Cl'�O x 2'12,4-325
L4D
L
LE
i WASHERS
E tA
A. END.
E"
GUIVE 5E.4t-T5
LuaXio - (4) V" x 11 .4325
WaXIO SUPPORT 5EAM5
5f�IT PANEL
u"'xIo sup�
,01=
41-1
Eirplow
l'- 7
&E(�-TION T�4
1--2
41-a
F,U �44NGA�
9
41-a V- 2
"P-BR" ROOF PANEL —STEEL LINE
PURLIN
------------- ------------
- - - - - - - - - -
'poRo 1 1110
I -
6TIF-F-ENEIR fL� WAL�- PANEL— ALL THRE40 ROE),
(j) I NUT a EACH END
V CLIP w I TO 5E U5EE) FOR ERECTION
I PURPOSES ONLY, NOT eUPPORT,
C) 0
(4)-V x 2 4325 > I
I
I
7
(4) VO x 4325 15OLTS L4x4xl/4
W/ I CONN� PLATE s
5CA5 F� ON BEAM
57IFF. 1�
-V STIr-FENEIR ft
12
Guir-
0 0 uJaxi
0-10 01-IB l'-2
4'-
04
<AFTER FINAL
ADJUSTMENT
— SOFFIT PANEL NOT
SHOWN FOR CLARITY
'�-ID)E
OTE ALIGN E
WE
13OTTOt
NR
OF =OTTO A FLANGE R,
To WELEIINO
TO WELDING,
AFTER FINAL ADJUSTMENT
ADJUSTVENT 18 11 8 1
DETAIL 114"/Ea
OFIELD WELD AFTER FINAL A�DJUSTMENT
MIN. WELD=�f," FILLET x 4",
STEEL LINE
11-2
DOOR
RrV_ j;,rpGlRIl-TI0N
-15 -1 —STEEL LINE
l'-2
14TE 5UFFOF-,T
c api
Fq 'gapy
v 1 0
r---------------------
ED E 1,4 1 L
L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I-T
I
I
L- - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - --------- -----
---------------------------------- -
-----------------------------------
L----------------------------------- J
--------------------------------- ; --------------------------
all aIRTE,
(FM �1)
N50Fmt: ��
�LAT BAR Wll-F�1-4
4-20TEK-; �CREWY
6 12" OL. )
DOOR TRIM—
(aF- )
--OvFR
C,Lt:AK VrtNl�
r-)='rAll Il')ll
150'-0 0/0 HANGAF, E�OOFS
��l ZD I �= A T:7- � A --�r r�� 1 17
(f,M- 2)
DRAG AW�
EDE 41L
165UE 1;�EV, DE6CRIPTION DATI
ANAN ALI-lUGkRAE3I --
LIS, NO. 5.4c.610 1=1 FF--RMIT
EXP. reb,2001
UNITED STRUCTURES OF AMERICA BUYER NO,: - TAXIWAY DEVELOPMENT
IB12 5L16CHONG UNITED STRUCTURES OF AMERICA, Nr- r-RAWING By DA CHECK 5
E TA I L 11311 HOUSTON, TX 7703S W2 �� D C, 1 TrE112010ro � L
4�*TCR �XA5 11OBS JOB 0 SCALE DIRALJI
�01-"2-5241 33030A I wr�5. I E 1 0
,1� A t 1 1111
----------
5ym, lal-4
FMI AN[) FDM2
TRIAL FIT WlTk DOOR5 IN FULL CLOSED
AND TkEN IN FULL OPEN POSITION.
WEL�) 4Nr3LE5 TO VEf�TIGAL IDOOR LEAF
GHANNEL5 AT A FIELD DETERMINED
ELEVATION. 5E 5URE TO WELD ANGLE5
IN PULL GONT4CT POSITION,
f=m-1 4><3x12xoI-& (&) f;RE01r:>
fzl�1-2 4x]�X'2xol-ro (12) f;p-IrEG�11:;)
FM-4 F-L,41- B.4R alxI'l - ((o) REO'LD
DE6GRIPTION: ERECTION PLAN
CU5TOMER: ST. LUCIES 5TRUCTURES
LOCAT�C)N: FT. FIERCE, F-L
FILL
TOP ROLLER GUIDE
ASSY (TYP)
waxIo
GIOX153
X / E I *'-'
�PI�PE INSER
3'2"' X 0.300
�,PIPE
SLEEVE
4110 x 0.1aa
14L
--------
-----
1OZ12
1OZ12
1OZ12
1OZ12
2'-% 412
12'-31
41� 21-%
a
, to
x
m'D
x
X
1
61 6
CIOXIr73
----------------- - - - - - - - - - - - - - - - - - - - - - - -
��TOf= OF 300 45C.E fR,4IL//
FIN, FLOOR WHEEL ASSY.
If
DETAIL I
-0
14,
�44NG,4R DOOFe, LE4F
L5EE E13 ':o ' "'RRIC4N'-
Ct
OR E5��
,4'N 4 C! N E T �N F
7FASTEN NEOPRENE AND TRIM
TOGETHER, THEN FASTEN THAT
ASSEMBLY TO TOP OF PANEL
AS SHOWN
fF- 4 X 212 X rO
NEOPRENE BETWEEN TRIM
VY POP RIVETS @ l'-O CTRS.
z
Member 5crew5
x
4112" On Certer
FLAT 5TRAP5 11 'X24GA
4
(2) SCREWS EAC�4 END
4 ONE e E,4O�4 GIR7 EcT�CN lIx''YE12
FLAT 5T5�4f�,�) 15 TO F`LUI-1125
4 SOU,41RE T�41E 1DOOR LE,4VES
FRIOR TO IN5T4LLINr3 LE,4VE5.
RA
N'W40 v, f
C-4NE 5OLT
114 11 fROD
L412 j
IDE741L T/El2_
51-4EETING 44NGEF,:l DoOfR
CL15TOt"IFF� FIELI� NOTE;
CANE E30LT& �IL�5T 5E
E :IR F 1: E
LT�5 EL") NOT
5 Fz -OF
To FfR ENT DOOF�
T OF E_
_)r
CCL'5TO : z fR,4 I L
-ANE 15
ENG4GEED TO F=)fRE\/ENT DOOF,
�-IOVE�IENT OIR DE-fRAILt�-IENT
EE&FEOIALL"r IN i-41G�4 WIND CC)NDITION5.
19
(2) �"" x A325_--�
Iq HEAVET U)45HF=fR5
(2) J"O x 2" A325
Ly HrFAVEr WASHER6 5/El
�-LCOfR 4NC�40
L005E ANCHOR CLIP
(X�p X312X 11
FLOOR ANCI-40R
\(,t Et-15ED ( ) (F5)
T65x4xlW (2) 12"0 X2"
WELI�)El) 5TUD5
R DET41L
i
I (TOFD VIEW)
OUTSIDE
CANE 50�
1�110 ROD -�
L005E ANCHOR CLIP
(A& X312XI
(2) A325
EAVEY WASkERS
=CT
5EE 5ECTION;
C C 4 D,
D/EI3
(2) V0 x 2" 4325
HEAvEY W45HER5
114" 5CLi, 40 FIFE Li)
EM5ED V FLOOR ANCI,4OR
>/
O'R ANC11C
ED
5
4x
T55x4x-jtY (2) 12"0 x2"
15
300 R,411 WELDED 6TUD5
X NUTS
L
(2) "0 HEX NUT5
Z7 T r_- I
LOO*5E 4NCH011 CLIF
(A6X312XV
/— (2) x 432F:,
Lq HEAVEY WASLIERe
131
50TTOM 0F (2) VO x 2" 432E�
Y �-IE.AvEf' Li,45kEfRe
LD/EI3
LEAF
HANGAR
i>
>
C,4NE50LT 4 FNL
[IN NOT 6�40L�N FLOOR 4NCHOR
CLA�p
'IT� t, EZ-15ED (F6)
T55x4xlLq (2)12'10 X�
LUELDEF-) 5TLIE)5
(2) j"O LiEX NUTS
11 2 112 112 11
E F-,,ECTO F-, NOTE
U&A hae proviclsol a Llanear Door Leaf Anchor S�atsm.
Thii5 e�etern iE, to anchor the door durline hurr-icare Force
wind condlticn5. The anchor5 are to be iretalled Luh-il�,-
doorE, are -in cloeed c<lon. Door anchore ccnelet of
one anchor at every �ottom corner of each boor leaf,
.ANCHOS 45eErl5L`r'
L006E ANC�4OR CLIF (Xox3'2x�)
(2) 1'10 x A325 W I-4E4vEY W,4,SPFR5
(2) V0 x 2" 432!� (ALL T�4READ�
q HE,4VEY 11,45HER5
FIELD NOTE -
I
W UJ�-IEN TI-4E DOOR ANC-HOR le NOT IN UeE, ATTA(7,H
�E� T�E �O F:> '4
m
T�41=- LOOSEE 4MC-440F, CLIF 4,S S�-IOWN TO TI-4E
T�� LOOS� 4 C44C
DOOR SILL CH,4NNEL. INST,4LL 4325 SOLT5 TO
)00� SILL C 44��N
0
rEN[5=D ANCHOR, THle WILL <EEF-) THE [DOOR
:)' T
M5�D 1;'
4OR E,45ILY 4(,-GF=5515LE FOR N5TALL,4TION
I
5 1 Ly '4
WHEN THE Wrz,4TH41E=f�R 15 T�4RE,4TENINr;;.
, 4
LEAF:�_; — -- - — — — — — — — — — — (2) V0 x A325
q 1-4EAVEY U.1,45PER5
I- —
4
(2) J" x 2" 432�,
4NC�4CfR CLIF NOT IN USE
Lq �-IEAVEY 111,46PER6
�4
Er-�51HE) (Fs)
V-4 T55X4XIq (2) '2"0 X21'
WELDED 5TUD5
r1N rLOOR
4 4 4 4
�41HX NUT&
OF
T, DVE I a
4NC�40R CLIF INS74LLEID
FOR �41G�4 WIND CONEDITION5
ANAN ALMUG�LIRABI
Lir-, NO. 541�10
Exp. reb, 2001
UNITED 5TRUCTURE5 OF AMERICA
11312 5U6CWONC�
i�CU5TON, TX 710.3e
C,6UE
RFV- DE8CIRIFTION
rE
DATE
UNITED 6TRUCTURE6 Or At-IERICA, INC.
IS12 W��
�&T� , M�5 llcDe
281-"2-0241
DE5CIRIPTION: EFIECTION PLAN
(--U5TOt"lEIR; ST. LUCIE'5 6TfRUCTUF-E5
LOCATION; FT. FIERCE, FL
5U-T-F=F, NO.: TAXIWAY DIEEVELOF-MENT
-
DRAW'NG By DATE or -WFCK BY
I 1;)C; &/20/ 01C
T-1
pt�-RMIT
JOB 0 33030,4
1
15CALE
N,T.2.
DRAWING
E13 OF 13
15$UE
PI
My uh�
FOGF PANEL imach To Eave 5trut With
no hN14WAr. 1. " others.
------- -2 21 IN51DE CL05URE-- Rivets At 3--0 on Cater Inside Closure
(2) 6CsMW3 M2 X 14 906 4"
Cet �4 X I OTS, JE � EAVE TRIM - (505) Member Screws
/-CLIP AW3LE. �J-Tib, WAWER IIAII 114 57.5� at 1211 oc. At Is' On Center
ETC- 15Y OTHERS Mi -KRJ'gLQi�ATpN Detaii
(A-LtV!B-EF§_E��qPT 45 NOTED) FLAT TRIM MATERIAL Stitch ec eews
At 61, Cir"Me
(FIELD PIT) r Cater Roof P4
�114X 12" Panel Cap Trim 7-: Member Screws
�Ax
21? Ift LIEAN-T0 OR CANCIP'i— (rJK-ET02)(*) At 12" On Cater
2 lil 2121) 2111 21�' 211 RAFTER (5HAPE VARIES)
SEE DW3. 521- 11,411 Gutter (Mi
Far.92mmancled cloinnartion Z�eitall -7;�av Strut
'IR-1' MAIN RAFTE outside Closure 4 still
ft ft ewo At 24" On Center Wall Panel
D11111me of hol. 1. flange. of F,11r,tf 70 ll�ur.IIS oanorshnal to tlhs� niambeir, �il A - 5cr
collatibral loadill, which are inciuctsci in the pirnm design loads, are to be attached MEMER �CREI�_LQGATIQN Detail "Ail WALL PANEL (OF"i
b� oarmascion dirlsotiv to tirsi wss, onig.
(PEAK PURLIN, 'li MAIN COLUMN LOW EAVE DETAIL WITH
P, 5titcb 5cmeW5 At Contimms Tape Sealer Pi- EAVE GJTTE
Ref, Co,lisf lshissai, Ll paragraph 2JI 20' On Center - I I ls`03P(Rardard) STEEL LINE (51:1l 511
7Isg,;'�;C,Iamp is not
cormactlor, throl.fer, ths, o,nnectlon through ilho
an a connection
flane. Is not a.cs"Ibles fares I, hot acoaptabis
ATTA%C;HMENT OF
SUSf-rNDED ITEMS
(5Y OTHER6)
Cable l3raos
I I"x3t2`(CPticMI) 15� - FRAMED
x
literided Lp� On LEAN-TOAND/OR CANOP�' TIE-IN
'FM' Fairal -- NOTEI (9 MAIN BUILDING EAVE HEIGHT)
DETAIL "A" 5GREW F`4TTERN5 5HM, q0JT 50FIT
Member Screws Roof Panels 6AT15FY
IREQUIREMENT5 FOR ROOF
TILE U54 FBR M116T NOT
Continuous Taps Sealer BE ATTACHED TO THE
0
'S"X339 (Standard) 2,, 5TRUT ZEE. ANY ADDED
ROL 0
111036(olptional) Puri )F FURLINS FOR EDGE
I'Must Be �mlffed On Qrds0 �TRIPFING REOUIREMENTS 5ECT.
6ECTION THRIJ PEAK PURLIN AND PANEL ENDJA
E5 Endwa 11 Main F:rami
MIJ5T BE 4TTACPEE) Glrt--\ Corner Column
j`F'E3fR" PANEL Roop TO TLIAT MEM5ER Field
w . I
Wil "i washer 000000I cc
Girt-)
Er Bolt Eave Strut
0
Hex NA i
d) Building 1 0 a
riln ; Z--- 5trut
Strut Purifn Izur I in
Endwall
Purlin �791 "all
Flat [Now a" Zee 5trut 3
Q) 9)
5trut Furlin 71 Diaphra2m(5ZI) -0 In 0 a
me
trut FurIfn
(If 7Requlred) 5teel Lin Girt
Member
End Frame
CAME BRACE OL23 l5crew5 1'-2
TO FRAME DETAIL CQ�NFER COLUMN
Frame
NOTE� Use A Bacil Plate Under The Hillside Washer Frame Frame INNTERMEDIATE EndLua I I Girt
(6) 111)( ;V M'5'
For Cold Form Members. (4) BOLT MIN CL I
STRUT PURLIN CONNECTION lo c
ro-C
LOW EAVE 5TRJT CONNECTION CONINECTIQN AT MAIN FRAME I
WITH C�23 MHNERELAM (AT 1) —APHR46MI) I
2'- 2
RSr. Fzocf Plan
(TT Adclitforal Flarge L-lot Roiled Corner
Field Drill -5race OF re2'd) a0lurni'MIK.-EWC—)
tF'-r�ame FRef- Gross Section
ame
0 0 %Hole Sheleltine all
r
0 Ran( 5race
d)
ai�
�q
ell
4 6A3 oil a, Zee Strut Eave 0 11 Req, d F'rame
EKQ� NOTE; (Field Attach) Diaphragmi'SZ9 Struts
Additional (4) Bolts Rsq'd Interior Column Line
Fill .5rc. flf e d) 0 0 aldiewall Girt
ect on "ie"'4F X P A307 (one) Plathead Erol Rafter
0
(a Bolts. Add 2 additional I per fN,, br - j P Member Correr-tion 4
C. 1�v I Member I -� �401` IRCLLE�) CORNEIR COLUMN
I= I f II Of Frame Eave Strut\ Strut Purin outside Flao'ge I
P I JR-IN LAPS Screws Frame Bolt Per Endwalk 6telel Line
CL23 0
21rt Cl
11 All (A5
5ECTION 5HN.)
0 0 0
& "1`4 P X
F�FCTIQN " IF" (QPF WNT) — —
i`�IIl' Flat-Pead A301 olt
Endulall Girt
A.
LC`W EAVE
6T&T EURILIN CCINNECTION
(Girt Lap As IR� ca�d
le V
Enolwa H Girt
LAP
2E Hot Rolled Enduiall
(AT DIAPHRACil)
Side ->Initers for) Int Frame Column(MK-EWL
-aP Conner-tTon a Ll Cold Form Endwall
2
Lu'q I I
fit &teel Lins r_-oIumn(M<-E-CF`-)
1011 2" 1011 2" 101, Erector Connection Ncts� (T) 12"0 A30-1 50 lt�� 00 Endwall Girt
/ I , I A (One) 7-lathead 1)"" A307 Solt Endwa I I Girt-,- --2
ther qoL, have a b�-pa,6 condition where girts share a comcm connection,
you mLat first use a riat head boit to attach one elrt to thae cific, R;oLind head bolts ADID (2� 12"" 4325 Lq uJashors per F-Ine, 5rc.
cannot oa used In this condition, It must be fiat head colt in ordar to be flush This will Endwall Steel Line Rafter
MEMER KREW LOCATION allow the si to handle oral to make tire final lap, This makAss, �ssctron ilimpisr and War. INTERIOR COLIJ�IN Endwall 5tasel Line Erd Ra Fier
The remaining connection bolts need to be the standard A307 machine bolts.
(2) Screws Between Base Detail "B" 4
(ALL MEMDEW (a Lon L40T ROLLr=D r= �CLUMN
Member Anil 1'-3 1� Girt. Strip bill 2"of CQL,� ECRI-1 ENF->UJ,4LL COJ-UMN
(1) Screw Between All inbulation. Fold (LONG GIRT CLIE' CONDITION)
otl,isr Members. back the VNI
ackq. Tuck over
And (1) Screw At All /finsulation it the lS6UE REV. DE50RlFTION DATE C)E&CRIPTION, r=RECTION FLAN
Member I-ccations, reoqss!!6 I 1 1 1 1 ANAN ALMUGHR451
- titc 6crw prevent wl LIC, NO. 54VO f-1 FERMIT 6/21 C-1,15TOMER: 6T. LUCIE'S &TfRUCTURes
PETAIL 11611 ........ ... . EXP, F-eb� 200-1 -- USA LOCATION: FT. f-)ERCEI=L
BUYER NO,: TAXIWAY :)Evr=LO1mMENT
UNITED 5TFWCTURES OF AMERICA
"MR11 or ''S" PANEL WALL 1512 51.15CHONl UNITED &TIRUCTURES OF ATERICA, INr-. DRALUING BY DATE CLIECKEY DATE
HOUSTON, TX 1-70313 M12 VNJS�
Recommended Babe Call to TIE�s 1103s
Prevent Ec�e Creep Ddinage 3.3030A
N.T.5. 6TI OF -3
lli-�Oof Real 1.iw Pop Rivet, Lap 2" (Tql Ciiulk Arxi For Ri,/st
stitch 66'rems At 12' On Gutter
it 'o"ess
Rake Trim Coda with ContIntuoms Tape >
-Rtol) Sealot kler Trim
Roof Pawl Downspout
Member eaM5 Downspout Strap
stitch iscres6 sheeting Angle
At 12' On Carter "PBR" Panel Field Berd Gutter
Outside closure "PW PANEL WALL Tabs Into Downspout
�\ 001.11,15 1 MAP ATTACWMENT --j—
wall Fawl eftgn� Pop Rivet
Gutter 5trap (MK-SWI)
RAKE DETAL—WITH At 4411 On Center For EG01 Stitch Screw XUf)f0QT TO A
'ttc' 'owa
or For 'C�"
6-11 At 3'.0" On Center For EG02
Pop Rivet Gutter
GAutter Fays
eEave5trut
Downspout 6tra Field Cut Gutter
with X' Pattern
Pop Rivet— ECTION "A'
Girt
(If Req'. d),
Parel
Finlftd f-loor
D.6. Kickout �
(install J/2 Pop Rlvlt5 on 3:51desT 4. 4 4.
Combination Base Trim
DOi1N5POUT [?VAIL AT SWEETED WALL
---�TR,W QWITY�
7AVE �EIGHT
QUANTIT1
01-0
7-0
2
2
w--o
2
T6�4—
—2
201-0
254
2 --
3
UALL PkEL Pop Rivet's At
12" On Center
Jamb MEMBER 6C%U "ADER POP 1RIVE's 0 24"olc)
Pop Rivets At IZ 121 ON aNTER
12" On Center
DOOR HEAD TRIM COVER TRIM
'01401)
Jamb Trim
\�-Wall �Panel
'l Panel
HEADER PETAIL PLR�ME
J1,41-115 DlETAIL FCIR� FFAMIEP OffENINe5
Wall Panel pop Rive 5ill Trim
Pop Rivets At 24" On Center
Member Screws 12" On Center Pop Rivets At Jamb Cover Trim (MK-W5O A,
At 1211 On Center 12" On Cater Member Screws
At 1211 On Center
Head Trim Header Jamb Trim sssUE REv. DE6CRIFTION DATE
M-PH01) Wall Panel wall Pa"i
IL J
ANA
(MK-[)JOI) *614 4LMUGI4P-4SI
"P5R" Fariel LIG, NO. 54V0 f-i f-r=Rt-1IT
EXF. re:l:% 20921 USAIW4711111
JAMB DETAIL FOR ER411ED OPENING 5LL-254--L -FOR WINDOW F. 0. UNITED STRjCTURE5 OF AMERICA
HEADER DETAIL FOR FRAl OPENING 1512 151.16CHONG UNITED 5TRUCTURE5 OF AMERICA,
WOUSTON, TX 1-103S �12 W��
�X� 11c3a
281-442-0241
DEE,C,R[FTION� ERECTION PLAN
CU5T0t-1F=FR: 5T. LUCHE-5 5TRUCTILIFRE6
LOCATION: FT- FIEROUL
5UYER NO�: TAXIWAY ]�)EVELOFMENT
AT
:)RALUI CHIECK BY
J015 0 330304 SCALE DRAWING -
N.T.S. ST2 OF -3 65uE .11
!"! i,,, ( , y
GO; P
� -�l I �
EAv
(2) 5crw 5etm
Member And T-3
(1) Screw Betweer
Other Members.
And (1) 5crew At
Member Locaticre
?15P\'1 WALL FANEL F45TENER LAYOUT
ROOF 5PEETING
F�URL IN
TAPE SEALER
5CREUJ5 6 12 " O.C.
RAKE ANGLE (214x2xI&GA.)
RAKE TRIM
SCREWS 0 12" O�C.
OUTSIDE CLOSURE
VIA" M. 50LTS
END RAFTER
(SH.41=E VARIES)
ENDWALL SHEETING
Stitch Screws 4t 12"OA40' 4325 BOLTS
20" On Center, �r
Steel Line,
IP51F'' flariel
OUT5VE C-CFNER DETAIL
'95R'' FANEL
ENDWALL COLUMN
(e44AFE VARIES)
Corner Trim
(I-IK-CT0I)
&ECTION �@ R,4KE
(10 Llr;;HT ENDLJ.4LL)
GENERAL 5"EETIING NOTE5:
11) PANEL MOrALrz- TOeR4E 115 A FLU5 OR MIINU5 TOLEFENrCE WILT INTO T4-IE `iF=5IR"" FANEL-
II-EASURE AND MAR< -3&"1 0-0- (15EGINIIING FROIMI T7#4E GOFZNER5) ALONG 5ASE
ANGLE TO 0HE0< AW DITIEN51IONIAL 6TAIN OR LOGS DURIIINS IN5TALLATIICNI
2) FOLINDAT11ON MZT 5E 5=AFE, LEVEL,, AND OF T#4E CORQE�r cur To OUT DiIMEINisONI
FOR THE fREQU"RED 51-Dra.
3 P T44E 5LZ)C-x- MUST 5E TiI6*#T AND PLUM115 5EF<�YIRE 5L�IING CAN E1r=CziN-
4� ERECTION GREW 115 TO CLEAN ALL 11LALL PANELS EO�OW 11 IEAVIIWz JOB511
�CIREU)5 FoiR COI;RNIHER
"RIM TO t-14TrH
2�'T17C:H 4ND MEt-15ER
3C,REWS IN WALL
-�ANEL5
rzUTTEF, —
Attach To Eave &trut With "1=5R"
Fop Rivets At 3-0 on Center Inside Closure
GUTTER 6TRAP-GI64'-O Oyc 4" Member kr%6
At 6," On Center
POP RIVETS
Stitch Screws
At 6" On Center OF Panel
Panel Cap Trim Member 5crews
(MK-��TO2) (V
F45TEN Qk\�,FRJT At 12" On Center
Y POP RIVE (01, O/C 5IDf=—U)ALL G;IFPZT—�
Gutter (MK-EG--
DOWN61POUT �Eays 5trut
Outside Closure 4 Stitch IPBRII WALL PANEL
5crew6 4t 24" On Center
(OPTIONAL)
5EC,T10N E74\/E
("q G�TTEIR 4 [DOLUN&FOUT)
6CREW5 Q1211 O.C�-\ GIRT
F,4NEL
FUF�LIN
R4KE TRIM
GORNER TRIM
ENF->UJALL F�ANFL
ENDWALL
GIRT
WALL ----
PANEL H
SECTION T�4�RJ GIFRT
'F5R" WALL -
PANEL
A
Max. X-0 0.ad
A ' � I I I :�A I
7 t
COr-15INATION 545:TRIM� 7 7 51
:1
ANDANGLE *201
�QREW T-T-f=Ee:
SECTION Tl-�RU �5 6, 1) 012 6j=-I F F->fRILLING 6CfREW X 14" L.G. uiUJA5Hf=-fR AT MEM5r=fR'5
2) 014 LAF-TEK SCREW X I LG- IYUJA&I-4r=iR AT STITC" LAPS
3) 014 SELF TAFFING SCREW X P LG. AT MEMBERS 4 STITCH LAFS
155UE REVDE5CRIFTION DATE DE50RIF'TION: ERECTION PLAN
AN,4N,4LMUG�-OR,451
LIC, NO. 54'�IO Fj I-EFOIT CU5TOMER; ST. LUCIE'5 5TfRUCTURE5
EXF. FeL-), 200'1 1 A. * LOCATION: FT- FIERC;EFL
BUYER NO.: T,4XIUJAY DEVELOPMENT
JNtT1I STRUCTURE6 OF AMERICA
151215IJ6C�40NG UNITED 5TRUI OP AMERICA, INC. RAUJING 5 DATE CWECK 5Y :�:FATE
WOUSTON, TX 1103S ism
15aUr
J05 WING
33030A 1111LE DFZAIJ S�3 3
OF
I
23'-10 l'-2
4 4
2 2 —STEEL LINE r2
D
212, IL I IL I
14 Ir I Ir
fh2
Lil
C�
2
4
in
Q)
2
4
@
(�4irp airDE)
12
2
4
Lij
L"
0
0
(LOU) 51DE)
2 2
7�� D
.4 A R
Q SECOND FOUR a
(REF, F3)
44 4 2
IIN151HI FLOOR =ELE.=+11010'-O
B T 7 _rS
TM� OF ALL BASE f=LTS.
.100, 0 (U�N')
ELF=.-+1OO'-0 (U,N,)
j
F=
A
H H 3 31-1 01-10
2
2 2 2 2 2 2
4L
Lu
IT-0
BTM. OF BASE fF 4 j.-
(3 lw ELE.=+100'-O
5TM, OF LEAN-TO 546E FLT5,
-m ELE.=�100'-5 (UNJ
2 2
23'-10 11-2
m
cb< IAK
J/\
)j, 'A ).k
I If�;l 7- T 1 -1 T
J�
2 0'- 0
- '151-0
301-0
02
2 2 2
2 2
4' 4 4'-4 V-4 g,'- 4
L 25'-0 25'-0
-10'-C 0/0 STEEL 4'-,4
G
ELAN
rU
_Cvl C)E DlMrzN6lCN ON
ET:
Up='NED AFf ROVALS
<
z
3:
IL
Lu
d)
z
I—
W
w
Lu
>
U- W
�D w
t"
to
iLl zl
<
x
LL
Z"
Lu 6
Q)
UJ
T
n
g
Lu
In
ul
LU
(L
to
W-x
I LL
0-0
X
"N
If
4
I
ro-1110 ANCHOR 5OLT5
5,4eE TT'FE 11,411
z -
W10
4-%`0 ANCHOR BOLTS
5A5E T'I'FF: 1511
ENDWALL
STEEL LINE
4-1`0 ANCHOfR BOLTS
5,45E 7YFDE
4-1`0 ANCHOR BOLTS
aASE TYf=E 1'r-11
�) LftEw I
5TEeL I-INF
't I
L21 4 2
2-1"1 ANCHOR BOLTS
EASE T'�'FDE Hill
V�l
2
TITI
2
5-1"0 ANCHOR BOLT5
B46E
T
LEAN-TO M41N ELDG. 2
COMMON STEEL LINE
rIN, FLOOR
EL.100'-a F
1001-0
OTHERW FIN FLOOR
,�5EC71ON
4-1110 ANGHOF 5OL75
54eE TT'FE 'IN''
STEEL LINE
I FOR SET - 1 A 6L6 2-4
RE-'4 I;R 5 T
M 0,
EWE 0 N Q I T I �0 RN e- 1
V I
IH1
I
I DEAD LOA
5
10
2
LIVE LOAD
-11
-2
LUJF'
-91
-4
4
LW5
-1
5
IPWF
-2
ro
—
RUJ6
- F27
7
LEP
7—FIN. FLOOR
��TEEL i--)L ili ILL K
LINE
DL + UJL V= 11 <
12 K
&ECTION HIED 11 MAx. E.UJ. COLUt-IN REACTION AT SEAIR[NrS PRAME
2 MAIN 5LDG. a LINE 1
3 OfDNr,. LUIDTH, STEEL LINE
2-l;i"O ANCII BOLTS Ill 4 1 1 41 3� 1 FIN. FLOOR IDL + LL V= I <
DL + ILL V= a K
5.4eE TTFE 'IF'' Li= I K
RAMP -IR
A
(IF IREOV) MAX. E.W. COLUMN REACTION AT 5EARING IF AME
-R
LEAN-TO 0 LINES 3
@3
Y 1 4
F,EACTION rOFR SET
- I AT GL5 2, 4 4 5
NO,
I LOAD CONDITION5
V1
IHI
V5
IH5 I
I
DEAD LOAD
10
4
8
1-4
2
DEAD + LIVE LOAD
43
21
34
-21
3
0.&r_)L+LIJJF
-30
_2'1
12
4
__51
0.roQL+LUU5
-2-1
-22
-8
5
5
-34
-12
-3B
30
ro
0.6QL+RUJ5
-10
-5
-20
22
1
0.ior)L+LEF
-513
-21
-44
21
a
O.&DL+REF
-e,2
-16
1-42
16
2 4
2
j__V2 , ' " 'z STEEL LINE STEEL LINE
-112 01=NC%. WIDTH, _i7j
4, 2 4
DW , . IND
OW FIN. FLOOR 5k FLOOR W
4
K
H= 4
I A
4-j"I" ANCHOR: BOLTS, 2-VO ANCHOR 15OLT5 4-1"P ANCHOR BOLT5
11(711 Ir 11 K-FT. - 2 AT GL9
15,45E TYfzE 5,45E T'�'FE Heil M=5 REACTION FOP, SET
5,4&E T*�-FE &ECTION HIGH 5ECTION 'L41[ 1 NO� LOAQ CONDITIONS V H1
$1DIELUALL FIXED BASE GOLLIMN REAG.
$TEEL LINE I I
STEEL
LINE
COM15INATION 5457= TRIM
WAL.\
IDE L -1 K a LINE I F
TEEL LINE 0 AND ANGLE *201
I 5f ,, I I STEEL LINE N ID LINE I K
- 111 1, 1 1 "fl, (RAt-ISET Max 3'-0 O'c')
ENDWALL
STEEL LIN
4-�""` ANCHOR BOLTS
B,46E TYPE IDII
2-1,"O ANIC-14OR 150L.Te,
E3,45E TT-FE 1141
Th. shoiin on this drawing locat,s the Andror Bolts
In referercal to both the Bullcilig fteal Line and the o4tillcle of USA.'s
6wG,:,E5TE panel reciess of 1-1/211.
United 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, bearIng, and tension, Out Is not responsible for tine
transfer of mmahor bolt forces to the corromete or the adecluar� of the
anchor bolt in relation to the concrete.
UrilAs, Otherwise provided In the Order Documamts, Ultald Structures or
America ddl, mot dealem and Is not ra5ponsTOIS for the design, materTal,
and construdlion of the foundation or foundation The End
Us. cu.tomw -ho-ld! A'.,' hIm"If that adequate I o.
In the fourdAtIOn design for loads Imposed lb�
building, tjW load., and bearing capacittl,I Of the *oil &he
other condiVOTM Of the building site.
It To recomrillind8d that the anchorage and foumdatlon OF the building
be ciaslemeo 1:1� a Regleter-ol Proneselonal En531maair exi,srencecl In the
dmlgn of align structures.
Eottom of jil 5ase Plates are at the same elevation. (UNLESS NOTED)
NOTE: SWEAR. ANGLES AND/OR ANCIAOR
TIES Al*.h= FURN16WED IBY U.5.A.
V5
H5
I
DEAD LOAD
14
12
-1
2
DEAD + LIVE LOAD
35
&
I'a
31
_n
3
0.iaP[:)L+LUJF
-3
-2-
11
4
_-50
O.&QL+LW5
-31
-2(o
-11
1
ic,
E,
0.(o1DL+RUJF
-11
-40
31
&
_-3o
O.&DL+RW5
-12
-&
-2&
2 ro
I
0.6DLLrzF`
-42
-14
-30
14
0
ObDL+fREF
a,-
-11
ENDWALi. Tr I �]N. FLOOR 3 'a LINES D 4 T 4 WIND
STEEL LINE M 2 6 LINES D 4 T 3 a
j
-E
L2 L�2
1, 01-10 [(MINJ
0-1"0 4NCHOF_ BOLTS SEC70N Hill V (k.1p.)
3467 T�rFE ''411 +VIF
K
1101 '& 'M (klp� I
Anchor bolt latiIgths shown below are for eatheral reference 14.1k:lpa)
and Are not to da, construed as a standard arze. 21 21 < 54K 54K
Embedment eireth of bolts will var� based on the
2-%"0 ANCHOR 13(.)LT5 fidunciatiom design- It to the raispolrsllbllft�4 Of tHe customer
to paitarminle the proper anchor bolt wipadment Jell
Pal G,,,ara I Note -2 or this drawings.
E3,45E T)-F=F (if Anchor 5olts are supiptleci bq USA, BRACED E31 EACTION BRACING REACTION SIGN _O_N_v_rzNTIcN
Customer mist sidecif� required Teneth to USA)� 6 LINES 5 4 Z
E50LT DETAIL Pm 5YM50L DIAi QTT� L T PROJ. So,UE REV. Drac� I T1 N 1 0 z E50LT SETTING f-LAN
-7
4NAN ALMUG�4RABI L 1/211 A�01 Me. 11-11, 1 6/
LIC. NO, A4 36 W/ NUT 1 1/4" 1" f-1 Elie Sio kk C-IL15TONEIR; 5T, LUCIE-5 STRUCTUf-_Ms
EXP. 20 '1 T 21. LOCATION: Ft FIERC;Ef=L
w 11 ER 3/4" 46 31,
(ey '�Z4 5UYER NO,: TAXIUJ,4T' z)EVELOFMUNLT
UNITED STRUCTURES OF AMERIC,�, .41 311
(11 '�:. Uof -'T 0, _25 UNITED STRUCTURES OF AMERICA, INC. RALUING BY it �-e/' 0- 1 TO"',
1512 IBU-',::WCNG 45 1.. ae) 3�.
WO1,15TON, TX 1103S __ + t912 BwisouiONI3 E)C;
TM Nr4UT �TOK, MXAS 11 J05 151-ALE
T7-- LAS A3& 410 1/4'� 21-4" 4�i 4�' 261-442-0241 33030A KTA DRAWINGF-2 G$: 4
4" 4�1
4NOLOR BOLTS (BY OTILERS Al2
PI
m
ul
z
W
)7
I--
's)
Qi
01
161-0
RAIL 5TART FOINT
- - - EE:
3o* A6cE RAIL x 551-4
E FP-41L x 31'-C
4,
L' . --1
J F,�.L
110'-0 (DOOR OFENINa)
16-4
141'-5 QQT/QUT OF 2nd �OUR
300 ASCE FP-41L x 13'-8
- - - ------------------------------------------- ---------------------- I ------
T--
I
17 --1�77-. 77777 -.--7r-- 7-T7- 7-7r- -..7t-- -----7-T-- 1717
u Ill
IL-t ------------------------------------------------------------- - - ------------------------------------------------------- E) /F .4
F)OOR
I-EvELING: ANGLE
P-2. 6
(AS S�40LJN)
(OFf=, H,4N[;))
ro 21-10 2'-10
(12) SPACES 3'-0 -36'-o E::] (5) SPACE& 3'-0 IE�1-0
-151-0
150'-0 OUT/CUT OF I-4ANaAR FRAMINa
BOTTOt*-1 R41L,4NC�40R E�OLT 4 LEVELING,4NGLE L,4'�-OUT
— - - - - - - - - - - - - - - - - - - - - - - - -
ERECTION eEaUENCE
1. MAKE FIR5T FOUR (SEE 5UILDING ANCHOR BOLT PLAN5 ALONG
WITH TH16 51-4EET).
2, SET LEVELING ANGLES ON 2"o ANCHOR f5OLT6 lq Z)CU5LE NUTS.
3. SPOT WELID RAIL6 TO LEVELING ANGLE5.
4, U51NG SURVEYING INSTRUMENT, SET RAIL5 TO REQUIRED ELEVATION
4 MAKE SECOND POUR-
IRAILS MUST 5E 5TRAIG�4T, LEVEL, 4 TRUE rOIR FROFER 01-ERATION Of=
ROLLING DOOR,
— — — — — — — — — — — — — — — — — — — — — — — — —
ANCHOR 5OLT DE5CRIFTION (o LEVELINC�sANC-;LE5)
(I(o.4) - Y'� STRAIGHT ANCHOR 5OLT5 x 0'-3 W/ (3) NUTS EACH.
ERMIT
W/4" T�41READ, 412" FROJ�
(ANCPOR 5OLT5 a DOOR 5TOF5.)
(12) - V05TRAIGPT ANCPCR 5OLT5 xl'-E, Y (2) NUTS EACP
tq 3" TPRE,41),3" FROJECTION.
-151-0
&ECONC-) FOUR
$TEEL LINE
Sll/1=4
LEVELING x 2x2xl/�,
ANGLE
2nd F
4-a
e, E-CT ION
FORM CONCRETE 4-5 5�40WN
TO PROVIDE PROPER ROLLER
P
CI-EARANC-E. FINI64k CONCRETE
R
WITH To�=
or
L
FLEU514 WIM4 TOP OF RAL.
FIELD FILLET WELD
BOTH ell)ES
k -
1 2110 4NCHOR 5OLT
DE
es,
JAL
P
4
1,v-1 lvdLr �,IAAMM
4;
/P 3
A
J
rt
2
CA
WHEEL
FT— I
OUT51DE r7 5
�O' R4 IL I I
301* FRAIL 5ET LEVEL
5ET LEVEL
rIN, rLOOR
r-IN FLOP
E/E-4
M
LEvELIN(� AN(fLE
4
/F .4
0�11 141" 5SH. 40 PFE_,-
TS
TA Fx4xj --/&�ECTION Sl/F
W2) 2"�X�`
WELDED 5TUDE,
Am
Ail
r- ECT 104 1 ''ED /F
N
DICOR 5TcP
EIDGE 07 DOOR 4 BUMPER
SYNTPETIC. RUBBER
I -DOCK 5UMPER
1'- 2 2 (OUT V-0 Fr- IN PALF)
,95x&XI2 x 0'-9
DOOR 5TOF
lH` 4
DOO
zL - -- -- - - - - - - - - - - -
>
Lu
11-2 "2
>
7
-7
300 RAIL
BEYOND
a
- - - -- - - - - - - - - - -
IT
E)�
C
-TION
q,
A, 't 434V-,A,
�4
A,,
11-4
11-2 2
01-11 31
xaxroxl 2XO'-'��-j
POOR STOF
(2) �Ilp ANC 5OLT5
TDOO�R 5Ut--lf=)EfR
ATTAC�4 TO &TOF
'Lul (1) 12''0 5OLT&
ol
1 —
DOOR FANEL
eE C7 � ON 11 �4 11 /F,4
114 l'o
7
n 4, �N
ki�
Rm�
�x
E) E TA I L I IF I I /F3
'"W'"W" ""
CA
ROM A
Y�
ANAN 4Lt-TUGkR,45I S&UE KEV.DE6CRIF�TICN DATE DESCRIPTION: ANC-POR BOLT 5ETTING f�`LAN
LIC— NO, 5.4ilo 1=1 pEIRMIT r—U5TOMER: &T, LUC;IE'5 6TRUCTURES
EXF, Feb, 2001 LOCATION: FT. PIERCS, F-L
UNITED 5TFkUCTURES Or AMFRIr-A BUYER NO.: - TAXIWAY DEVELOPMENT
1512 BU6Ct4ONG UNITED 6TRUCTURES OF AMERICA, INC. DRAWING 5Y DATE c,AFr-K By
14CU5TON, TX 1103S su ms�� DC 0120100
vx� limt
JOB 0 33030,4 I$CALr I DRAWING
N�T 5 F OFz 4
1=1