HomeMy WebLinkAboutSUBMITTED PAPERS,n
ST LUCIE COUNTY FIRE DISTRICT
BUREAU OF FIRE PREVENTION
PLAN REVIEW
SCANNED
BY
St. Lucie County
2400 Rhode Island Avenue
Telephone: 561-462-2312
Ft Pierce, FL 34950
FAX: 561-462-2323
( t)?qew Construction ( )Tenant Improvement ( )Addition
( )Renovation/alterations
( )Shell Only
Jurisdiction: SLC
F.P.B.:
B-00-287
Occupancy: Tropicana Welding/Fabrication bldg
Building Dept:
20090246
Address: 6500 Glades Cut-off Rd
Number of stories:
1
Contractor North American Resource Goup
Phone #
561-337-9931
Contractor's Address: 1025 SE Holdbrook Ct.
City:
Port St. Lucie
Architect/Engineer: Jack White
Phone #
561489-3782
Building Owner: Tropicana
Review Date:
10/30/00
Occupancy Type: Industrial
Automatic sprinklers:
Gross sq ft: 3,600
Net sq ft:
Occupant Load:
Based On:
Construction Type:
SBCCI Type:
NOTE
1. All revisions must be in compliance before the final inspection.
2. The Fire Marshal requires 24 hour notice on all inspections.
3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office.
4. Permit fees are required to be paid in full prior to any inspections.
5. Failed inspections require payment of fee prior to rescheduling of further inspections.
" 6. A copy of the required revisions/s have been transmitted to the
Architect ( ) Contractor (
).
REVISIONS REQUIRED
KNOX BOX IS REQUIRED ( )
1. Provide portable fire protection every 50 feet of
— Reviewed by:
- Dater —
0/30/00 —
�- - AJF ENGINEERING & TESTING INC.
P.O. BOX 12059
LAKF PARK, FL 33403
IN PLACE SOIL DENSITY
(NUCLEAR METHOD) ASTM D 2922
Date: OCTOBER 2, 2000
Job #: P00-2030
Permit #: �2090245
Client: FINAL GRADE
Contractor: FINAL GRADE
Job Location: TROPICANA PLANT
ST. LUCIE COUNTY, FLORIDA
Test Test Sample Depth. In Place
No. Location Dry Density
OCT 0 4 2000
St. Lucie County Public Works
A
Maximum % Com-
Dry Density pacted
Density - Foundation Fill
'
`«
Below
S1abGrade
1
Location #1 0-1'
108.7 110.8
98.1%
2
Location #2 0-1'
109.6
98.9%
3
Location #3 0-1'
108.5
97.9%
4
Location #4 0-1'
109.6
98.9%
5
Location #5 0-1'
110.2
99.5%
6
Location #6 0-1'
111.1
100.3%
7
Location #7 0-1'
110.4
99.6%
8
Location #8 0-1'
109.2
98.6%
EEP.E.AJFRING TESTING INC..
PHONE: (561) 845-7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE
(561) 564-0940 MIAN RIVER (561) 845-8876 FAX
.n
�• AH ENGINEERING & TESTING INC.
P.O. BOX 12059
LAKE PARK, FL 33403
SOIL DENSITY REPORT
MOISTURE DENSITY RELATIONSHIP
T-180
Sample
Optimum
Max. Dry
Soil
Test
Location
Moisture
Density
Description
No.
A
Composite
12.2
110.8
Brown
Slightly Silty
Fine Sand
some Rock Nodules
+--------
--- ---------F--------
--- ------- --- --------+
111+---------+----------t----------+---------+---------+
110 +-------------------+----------+-
-------+---------+
+
+
+
+ +
+
+
+
+
+ +
+
109+-------------------+---------+--------+---------+
108+---------+---------+---------+---------+---------+
+---------+---------+----------------_-+---_-_-e--_.- +
---- —
11
12
13 14
Moisture %
Dry Weight
PHONE: (561) 845-7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE
(561) 564-0940 INDIAN RIVER (561) 845-8876 FAX
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-5652
561462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications
for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring
a building permit, and any nonresidential structure. -This Certification shall not apply to interior renovations (provided that no structural
walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact
the Building Inspection Office at 462-1553 or 462-2172.
PROJECT NAME
(
OFFICE USE ONLY
STREET ADDRESS
/
SO 0 LpgC'�o (!c4'r 0 72
PR NUMBER
•
T v; L
PERMIT NUMBER
OCCP.TYPE
CST.TYPE
CERTIFICATION STATEMENT:
CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (Mease check or complete the aoprcprite box)
1. STANDARD BUILDING CODE 1997 EDITION ASCE 7-95 _ OTHER (SPECIFY)
-2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED !/ PARTIALLY ENCLOSED _ OPEN BUILDING
'�
3. '" BUILDING HEIGHT: FT 4. WIND SPEED USED IN BUILDING DESIGN,:. / �/ / a MPH
S. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 61): /V///c)
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 'gS PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 29' O PSF
8. - .IMPORTANCEMSEFACTOR (OBTAIN FROM BUILDING CODE):
9. LOADS: FLOOR PSF RCOF/DEAD: t PSF ROOF/LIVE: %d PSF
10. ,,, WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES _LZ NO _ If NO, why? (attach
explaination)
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES _Jl NO If NO, why? (attach explaination)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES I, NO _ If NO, why? (attach
explaination)
13. MINIMUM SOIL BEARING PRESSURE: PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION
'+P IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: 6kdAl(& S W/
-iY i LAdeN CERTIFICATION NO: O E'S
L I [SEAL HERE]
DESIGN FIRM://i �/ ���.Si �P .�r✓��(V✓¢s DATE: l
SLCCDV FORM NO: 020M
E
[,to
P.2/2
2. 2000-- 2: 3r.F11-1 LRFH FT PIERC
of
X.
The
The purpose ofthis adjustment 9 to add 14,210
to tbr, W.I. Building, a 5,200 square foot
a 1,200 sgtkaro Foot.building.
epurpose
oftus
F7 'WIP.] tbr
al00 square
A
01
0
and a 4,328 square foo low
ing and associated parldug,
MAY,; 10 2000
2009 LBFH Inc
P.LBFH PkQJE6T No:
00-0.058
SHEET
'OF
VULCAN STEEL STRUCT.
109 E.COLQUITT ST-P:O.BOX 649
SPARKS, GA 31647
DATE: 8/30/00
Re: JOB NO. 8281
BUILDING SIZE:
WIDTH 40 ft.
LENGTH 90 ft.
EAVE HT : 20 ft.
JOBSITE : FT.PIERCE, FL
To whom it may concern:
This is to certify that the above referenced building is
designed in accordance with the Ninth Edition of the American
Institute of Steel Construction (AISC) "Manual of Steel
Construction" and the 1986 Edition of American Iron and Steel
Institute (AISI) " Cold Formed Steel Design Manual. " The
basic loads of the subject building meet or exceed the minimum
county climatic data as published in the 1996 edition of the
MBMA " Low Rise Building Systems Manual ".
Governing Code for application of design loads is as follows
: SBC 97
Dead Load: ...................... weight of metal building
structure only as furnished
by : VULCAN STEEL STRUCT.
Live Load based on the tributary area :
0 - 200 sq. ft......... 20 psf
201 - 600 sq. ft....... 16 psf
over 600 sq. ft........ 12 psf
Roof Snow Load : 0 psf
Collateral Load: 0 psf
Wind Load : 110 mph
Seismic Coef. 0.040
This Letter of Certification applies solely to the building and its
component parts as furnished by : VULCAN STEEL STRUCT.
and specifically excludes any foundaton,_masonry-,_or general_contrac
- _ - - -- _ _ _--_
Sincerely,
4'
CHARLES W.. EMBDEN, P.E.
AJF ENGINEERING & X
i P.O. BOX 12059
` LAKE PARK, FL 33403
IN PLACE SOIL DENSITY " "
(NUCLEAR METHOD) ASTM D 2922
Date: OCTOBER 2, 2Noy 3 ®2���
. �.
000 "` �cie County Public Works
Job #: P00-2030
Permit#. 200-90245
Client: FINAL GRADE
Contractor: FINAL GRADE
Job Location: TROPICANA PLANT
ST. LUCIE COUNTY, FLORIDA
Test Test Sample Depth_ In Place Maximum % Com-
No. Location Dry DensityDry Density pacted
Density - Foundation Fill
Below
SlabGrade
1
Location #1 0-1'
108.7 110.8
98.1%
2
Location #2 0-1'
109.6
98.9%
3
Location #3 0-1'
108.5
97.90/a
4
Location #4 0-1,
109.6
98.9%
5
Location #5 0-1'
110.2
99.5%
6
Location #6 0-1'
111.1
100.3%
7 -
Location #7 0-1'
110.4
99.6%
8
Location #8 0-1'
109.2
98.6%
TESTING INC..
PHONE: (561) 845-7445 WEST PALM BEACH (561) 337-7755 MARTIN-ST. LUCIE
(561) 564-0940 INDIAN RIVER (561) 845-8876 FAX
P.O. BOX 12059
LAKE PARK, FL 33403
SOIL DENSITY REPORT
MOISTURE DENSITY RELATIONSHIP
T-180
Sample Optimum Max. Dry Soil Test
Location Moisture Density Description No.
A
Composite 12.2 110.8 Brown
Slightly Silty
Fine Sand
some Rock Nodules
+---------+---------+---------+---------+---------+
111
+---------+---------+---------+---------+----------i-
110
+-----=- -- ---------+---------+-
--- --- -+----- - - - --
+ + + +
+
+
+ + + +
+
+
109
+-------------------+---------+--------+---------+
+ + + +
+
+
108
+---------+---------+---------+---------+---------+
+---------+---------+---------+--------—+------_---+
-
_ ___-
— _
- 11= 12 13
_
14
Moisture % Dry Weight
PHONE: (561) 845-7445 WEST PALM BEACH (561) 337-7755 MARTINST. LUCIE
(561) 564-0940 INDIAN RIVER (561) 845-8876 FAX
FLO-RITE, INC.
MECHANICAL CONTRACTORS & IABRICATORS
Lucie County
,wth Management Division
2.300 Virginia Avenue
Fort Pierce, Fl. 34982
We are sending you the
following items:
Submittals
Purchase Order
Change Order (s)
Copies Item Description
LETTER OF TRANSAUTTAL
Date: December 4, 2000
Attn.: Permit # 20090245
FRI Job #: 701
Job Name: Maintenance Building
IIx Attached n Under Separate Cover Via
Plans
Specifications
Print (s)
Shop Drawings
C.O. Proposal
x Other
1
Soil Density Report
d
DEC 04 2000
These are transmitted as checked below:
[ ]For your use
[ X ]As Required
[ for Approval
[ ]For Review &Comment
[ ]For Bids Due
[ ]Approved as Noted
[ ] Resubmit —Copies for Approval
[ ]Approved as Submitted
[ ] Retum _ Copies for Distribution
[ ]Returned for Corrections
[ ] Return _ Corrected Copies
[ ]Retum Prints after Bid
[ ] Prints Returned After Loan to us
[ ] OTHER
Transmitted by: John Ball, Project Manager Received
By: ,-� B
9
cc: D.F
Date:
3615 FISCAL COURT
RIVIERA BEACH, FL 33404
Drug I
" `free
Wor p ece
(561) 863-3606 Fax (561) 863-3642
t
442 NW 35th Street - Boca Raton, R. 33431 - (561) 347-0070 International `
PAGE 1 of 1
SOIL DENSITY TEST REPORT, ��� r �a L�s
Method of Test:
In Place - Nuclear Method
Date: 11/29/00
Sampled By: Brian
Harmon
Job No: D-008
Client: Haskell Company
Reported To: Client
Project Name and Location: Tropicana
L �ry
Fort Pierce, FI
RESULTS
DEC 4 2000
- _ y Julic Works
Welding Shop Slab on Grade
L
Northwest
Approx.
Southwest
O
Section
Center
Section
C
A
T
I
O
N
034
035
036
Elevation
Finished Grade
Probe Depth
12"
12"
12"
% Moisture
4.2
4.0
5.0
Wet Density
114.E
116.3
118.0
Dry Density
110.0
111.8
112.4
Proctor Value
112.0
112.0
112.0
Optimum Moisture
10.7
10.7
10.7
%Compaction_-
_ —98.2 -
— --99:8 ---
—
100;4—
_
—
Spec. Required
95%
95%
95%
Results
Pass
Pass
Pass
Submitted By:
/d 11 /29/00
ENVIRONMENTAL - GEOTECHNICAL - MATERIALS TESTING - THRESHOLD INSPECTIONS
BOCA RATON - FT. MYERS - ORLANDO'
lia=: 5/8' + 4
N
r�
o l o
4•
L-i
EW
2'
8'
DETAIL A
Din= 5/8' .P
01,
I I II o 90 Q�P
r1r-1
o �7
II I4'
V LJLJ
DETAIL B
�• 9� 1
r -,
1o�21
4-
I o
:V L.i
1 3/4'
See Plan
DETAIL C
Din= 3/4' B.
T
� I
®I® 4.
—L-
a•
VV 2-
See Plan
DETAIL D
r�
I❑ 4'
0) I O
EV/ L - 2
SV
1 3/4'
See Plan
DETAIL E
WN PN
iH• NILTI C.STEWR
L IP' vc
v.11 iASCFNE lQ,ISNEO
• u : T/R' sol i n�
T., L
SiCEL LIMC
BASE TRIM C ND MTM I
m
Col
FIELD LOCATE:
3 - 3' X 7' F.❑.
4 - 4' X 4' F.❑.
On', CTrri I Mr Tn QTCCI I AMP
ANCHOR
BOLT
SUMMARY
-----
----
-----
-----
Total
----
Hend-
-----
Ont
Lac
Din
Len
Len
Proj
(in)
(in)
(in)
(in) -
O 4
DJ
5/8"
9.00
3.00
3.00
O IB
EV
5/8'
12.00
3.00
3.00
® 12
RF
3/4'
18.111D
3.00
3.00
0
2
3
4
ro-)A
J�
I
®��
A n
D
'
0
D
HB
SCANNED
B H
BY
St. Lucie County
^_
.,
THESE �� ANDS PROPOSED
m
N �
WORK
ASESUS�EC� �OtCORRECTIONS
im'VECTORS THAT
HB
AY �,= wA yjj4ORDERTo
�
>bLUMCODES.
x
x
6B
MA
0 _
I
-
-Dr 1ax14 FO D
I E� I
A o
P
I
10'-3 / -
10'- 0 1/4'
FRAME LINE
DIMENSIONS 1
b �
ANCHOR BOLT PLAN
NOTE: All Base Plates 8 100'-O'CUN.)
FOR CI
FOR Pi
FOR AF
OTHER.
b
r-
NOTES FOR REACTI❑NS
Building reactions are based on
• the following building data,
Width (Ft) = 40.0
Length (ft) = 90.0
EQve Height (ft) = 20.0/20.0
Roof Slope (rise/12 )= 0.5/ 0.5
Dead Load (psF ) - 2.0
Collateral Load (psf =) 0.0
Roof Live Load (psf= )20.0
Frame Live Land (psf= )12.0
Wind Speed (mph) = 110.0
Wind Code = SBC 97
Exposure - -
Closed/Open = C
Importance - = 1.00
Seismic Coeff = 0.04
5. Loadmg conditions are,
1 DL+CO+LL
2 ➢L+VL1
3 DL+VR1
4 ➢L+LL/2+VLI
5 DL+LL/2+VRI
6 DL+VL2
7 DL+VR2
8 IIL+VRI+VS
9 DL+WLI+VS
IO DL+VP
11 13L+LL/2+VL2♦WS
12 BL+LL/2+VR2+WS
GENERAL NOTES
Q.) APPLICATION OF ENGINEERS SEAL IS FOR METAL BUILDING ONLY AND ➢OES NOT
REPRESENT THE PROFESSIONAL OF RECORD.
(2.) FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE
METAL BUILDING MANUFACTURER.
(3.) ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8' IN BOTH
ELEVATION AND LOCATION
BUILDING USE OR OCCUPANCY WITH RESPECT TO JOB. SITE CONDITIONS.
(5.) ALL ANCHOR BOLTS TO BE ASTM SPECIFICATION A307 UNLESS OTHERWISE NOTED.
LINE
IV f V
FRAME LINE ----
RIGID FRAME: ANCHOR BDLTS 6 BASE PLATES
---
Frm
--------------
Col
Anc. Batt
----------------------
Bose Plate (m)
Grout
Line
---
Line
--------
Noll(m)
-----
Wid Len Thk
----- ----- -----
(in)
-----
2 ■
A
2 0.750
9.000 10.50 0.500
0.0
2 x
F
2 0.750
8.000 IOSO 0.500
0.0
2 x Frame lines: 2 3 4
RIGID FRAME: BASIC COLUMN REACTIONS
Frame Column ----Dead---- -Collateral- ----Live------Vmd_LI-----Wind_RI--- --Vmd L2---
Lme Line Horiz Vert Harm Vert Horiz Vert Horiz Vert Horiz Vert Harm Vert
2 ■ A 0.36 1.46 0.00 0.00 1.64 5.40 -6.94 -13.55 255 -6.39 -7.67 -8.72
2 x F -0.36 1.46 0.00 0.00 -1.64 5.40 -2.55 -6.39 &94 -13.55 -1.82 -1.55
Frame Column --Wind R2----Seismc_L-- -Seismic R-- ---Live R---
Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert_
2 ■ A 1.82 -1.55 -0.10 -0.10 0.10 0.10 0.82 1.28
2 x F 7.67 -&72 -0.10 0.10 0.10 -0.10 -0.82 4.12
2 ■ Frame Imes: 2 3 4
ENDWALL COLUMN: REACTIONS, ANCHOR BOLT$ 4 BASE PLATES
----------------------ColunnxReactions (k )-------------------
Out-Of-Plane
Frn
Col
Dead
Coll
Live
- Vmd-Left
Vmd-Right
Vd P
VdS
Line
---
Line
------
Vert
-----
Vert
-----
Vert
-----
Horiz Vert
----------
Horiz
----------
Vert
Horiz Horiz
-----------
1
A
(1.2
0.0
1.6
0.0
-2.9
0.0
-1.8
0.0
0.0
I
B
0.5
0.0
3.0
0.0
-5.8
0.0
-3.0
-3.2
3.3
1
0
0.5
0.0
3.0
0.0
-7.3
0.0
-1.4
-3.2
3.3
1
F
0.2
0.0
1.6
0.0
2.6
0.0
-7.3
0.0
0.0
5
F
0.1
0.0
0.7
0.0
-1.3
0.0
-0.7
0.0
0.0
5
E
0.4
0.0
2.5
0.0
-4.7
0.0
-2.8
-2.2
2.3
5-
C
0.2
0.0
1.1
0.0
-2.4
0.0
-0.9
-2.2
2.3
5
B
0.5
0.0
3.3
0.0
-7.8
0.0
-2.0
-2.B
2.9
5
A
0.2
0.0
15
0.0
2.7
0.0
-7.1
0.0
0.0
BRACING
REACTI❑NS,PANEL SHEAR
Bracing Ck ) Panel Shear
Vail
Col
Horiz Vert Load at
Id
----
Id
---
Reactn Reactn Base Angle (lb/Ft)
------ ------ ----------------
1
D
35 4.3
F
3.5 4.3
F
1 12
6.6 5.1
5
B
35 4.3
A
1 2
6.6 5.1
PERMIT ONLY rKu.iecr �m
APPROVAL I➢ 82B1
R. EXPLAIN I PR(IJFC7 I FTPIF
Anc. Bolt Base Plate Cm) Grout
NoI1(n) Vid Len Thk (m)
2
0.625
7.000
6.500
0.188
0.0
2
0.625
7.000
6.500
01BB
0.0
2
0.625
7.000
6.500
0.188
0.0
2
0625
7.000
6.500
0.188
0.0
2
0.625
7.000
6.500
01BB
0.0
2
0.625
7.000
6.500
0.3BB
0.0
2
0625
7.000
6.500
0.188
0.0
2
0.625
7.000
6.500
0ABB
0.0
2
0.625
7.000
6.500
0.1B8
0.0
Splice
Top Of
Plate
Batton Of Plate
Mark
Ont T p
Dia Len
Ont T Dia Len
Sp- 1
4 A325
0.750 2.00
4 A325 0.750 2.00
_
S 2
4 A325
0.750 2.00
4 A325 0.750 2.00
FLANGE
BRACES:
Req-d Both
Sides Unless Noted
FBxxA(1): xx=inches, (1)=one
side only
A -
L2X2X14G
FIR
j
26 Ga. PBR, GO.IValUMe
kc,:�
Clearance
4 0'=0'-OU't°f ❑=0 G T-O F-STEED
--BUILDING -CROSS SE-CTI❑N
FOR FRAME LINE 2 3 4
PIECE
9 FOR PERMIT ONLY
I FOR APPROVAL
I OTHER EXPLAIN
X 1/4- X
x 1/4' x
X 1/4- X
16WCATIWN
IQUAN T yp
N
-
4 A
1/ '
1 1/4'
l-1-
Corner CoIU
2 A325
1/2'
1 1/4'
Catumn
4 A
/ '
/4'
ER-1 1OX25Z14 119'-9 13/16'
ER-2 1Ox25Z14 l9'-9 13/16'
G-1 I SX25Z16 1 13'-8 1/2'
G-2 8X25Z16 9'-4 1/2'
CB-1 0.312CBL 23'-2'
ENDWALL FRAMING: FRAME LINE i
VRTX20 VPB VRTX20
O
N CI VI N !fl P P !D �a In C1 N
1 I I I I I 1 I 1 I I I
N N N N N N N N N N N f�11 N N
VBTX20 - -- - --
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS, 26 Ga. R - Polar White
GENERAL NOTES XLVIJiUNS UXAWINU SIAIUJ
REV. DESCRIPTION: OA7E OTLR DATE CHKR APPD I I FOR CONSTRUCTIOI
Q.I IF CABLE BRACING FOR END WALL IS NOT SHOWN ON ERECTION DRAWINGS IT HAS aG FOR PERMIT ONLY
BEEN DETERMINED THAT DIAPHRAGM PANEL ACTION IS SUFFICIENT TO RESIST C 1 FOR APPROVAL
LONGITUDINAL FORCES. TEMPORARY BRACING SHOULD BE PROVIDED BY ERECTOR UNTIL C I OTHER. EXPLAIN
RAKE
L2X,
1/2,
BOL
14
E
rBLDG. LINE
O cO I/2'xl 1/4'
A307 BOLTS
C-7➢
BASE PLATE—
JAMB
C 6 CLIP 1/2"x1 1/4
A307 BOLTS _ I_ 3'
Y
-SIGN
DIA.
E 2 BASE PLATE FOR
ENDWALL COLUMNS
SLOT IN WEB TO INSEF
HILLSIDE WASHER
AND EYEBOLT
EYEBOLT_
�� �� COLUMN OR
l
RAFTER YOB
FLO-LOC, GRIP
Q1 DIAGONAL CABLE,IEYEBOLT END
GIRTS
C-5 CLIP
ENDWALL COLUMN
C 1 ENDWALL GIRT TO
COLUMNS
0
0
I
GRIP
1/2'xI 1/4' A307
BATS CTTP)�
C-5 CLIP
ENDWALL COLUMN
GIRTS
GIRT
ILL GIRT
C-5 CLiAlt:
^CORNER COLUMN C-5 CLIP
T1/ 'DIRT TO CORNER
111 COLUMN
Ft RIDGE RAKE ANGLE
lZAANTE
SEE EV ➢RAW G
FO<2 HD LT ➢f0. CAVE
E�� —t STRUT
SEE EW DRAWING
FOR BOLT DIACROSS SECTION
F-W. RAFT
RAFTERS CORNER
COLUMN
ENDWALL RAFTER RIDGE /T LEAVE STRUT TO ENDWALL
CONNECTION 1`r RAFTER
OR
WEB
BASE ANGLE BASE CHANNEL
E WALL PANEL WALL PANEL
-- - — - -=BASE=TRIM - _ - ` - _ _ _ _ __ _ —BASE-TRIM-
CONCRETE CONCRETE
BY OTHERS, MUST BE ADEQUATE FOUNDATION BY OTHERS. MUST BE ADEQUATE FOUN➢ATII
-- - -TO SAFELY RESIST THE LOADS - -- -TO-SAFELY-RESIST THE LOADS
IN THE REACTION REPORT. IN THE REACTION REPORT.
OSECTION THRU WALL PANEL Q SECTION THRU WALL PANEL
AND CONCRETE FOUNDATION AND CONCRETE FOUNDATION
DRAVING STATUS VULCAN STEEL STRUCT. TROPICANA JI
7 FOR C13NSTRUCTI
➢ATE OTLR DATE CHKR APPO FOR PERMIT ONLY PROJECT 460 . saD x znn DETAIL DRAWINGS
C F ID 8281 DESIGN DRAFT
C 7 OTHER, LXFLAIN IPROJECT I FT.PIERCE.FL I DATE, 8/30/00 1 SHE
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PRDJ.
WALL PAN¢ DATE =�
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BX35C = 3-1/2'
8X25C = 2-1/2'
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Bx352 = 3-1/2'
8x252 = 2-1/2'
FOR ROOF PITCHES
2:12 6 BELOW 2-3/4.
E ANGLE
SEAL /ROE TRIM
R/
�STRrJ( SCREW a2. OCJ
•
T
CONCRETE NOTCH AND
ANCHOR BOLT PROJECTION
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C�ETC LDE
BASE ANGLE WITH SHEET NOTCH (NO TRIM)
N rII WIeM • li
T 1= u P NP
Ir
B"
TYP. OH DOOR RECESS DETAIL
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8' CEE
3/4'
D' ZEE
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I 5• I
8' X 5' X 2-3/4' EAVE STRUT
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A-3!WALL PANEL.
-
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A
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BASE ANGLE WITH SHEET NOTCH DETAILS C SHEET NOTCH, TRIM, F.D. DETAIL )
COLDFt]RM ENDWALL WITH .CEE RAFTER
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STEEL LINE
1
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CONCRETE NOTCH AND
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ysc TRIM
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' [SIM Dc[ ff COI[RETE
BASE ANGLE WITH. TRIM ( DID NOTCH)
-
°• ^ d� _
TYP. OH ODOR RECESS DETAIL
E:, 3/+'
10' CEE
�.\t�•
3/4'
10' ZEE
Y1 N
\ \ m`
m m m OI - 3/4'
r L s I
'• X 5 X 2-3/4' EAVE STRUT
rAPE SEA4 E rRIM
ROOF PANEL /
\ STITCH SCREW C72[ OL)
P� `-0UTS1� CLOSURE
B-vr x I
a-307 BOLTS!W'v-L PANEL.
/ /
ZEE rsAFTER�
-
BASE ANGLE / BASE TRIM NO NOTCH DETAILS C SHEET .NOTCH, TRIM, F.O. DETAIL )
- -
ENBVALL COLUMN-
COLDFORM ENDWALL WITH ZEE RAFTER
CONCRETE LINE
STEEL LINE
F'RDJ.
WALL PAIEI.
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car GTlcen
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L
BASE TRIM .••. • '
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EDGE M r06ACTE
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T T?
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R•
12x35C = 3-1/2'
IW5C • 2-1/2•
iY
El 3/+.
IRX35Z = 3-1/2'
I2X25Z • 2-1/2'
IU
FOR ROOF PITCHES 5.
242. 6 BELOW
m
E:r3/4'
r ]-1/2' TOTAL LAP
CONCRETE NOTCH AND
ANCHOR BOLT PROJECTION
BASE TRIM ( NO NOTCH)+•
TYP. OR DOOR RECESS DETAIL
12' CEE
12' ZEE
I•-=--Ij
• • • r.
BASE TRIM / NO NOTCH DETAILS ( SHEET NOTCH, TRIM,
F.D. DETAIL >
8' X 5' X 5' EAVE STRUT
rLAxGE BRACE .� R rtxEE wA¢
36' NOMINAL COVERAGE
I2• ..-
36' NOMINAL COVERAGE
I •
36'
- -
36' NOMINAL COVERAGE
2' 3-1/2• C LUNG LAP )
--( 6 BOLTS )
-
4• 4• 4'
4' 4' 4'
12' 12' 12'
-
PATTERN 'A•
-
-
3 P
'1 MINOR �JRIB RIB
1-1R• L16'
y
P MAJOR RIB
MINOR RIB
2
1-I/4' 3/16•
6•. 6•
m �' L2-5/16'
r
T �
2 12•
3 I/2'
I I
_ _ _ _
A• 3- L? TOTAL LAP
rrv+- ro-v+•
_ . • . . •
1•
•
'PBR' ROOF PANEL
'R' ROOF/WALL PANEL
'A' WALL PANEL
W WALL/LINER PANEL
r[AAEc TRACT/• _R runt mrAcc
[ QRcvoT [MP.T
FASTENER RDR'-—_��.
- -` - __
NOMINAL COVERA
-_
U9E
_ _ _ _ __._ _ _
4•`3 1 -) - __
C 6 BOLTS )
PATTERN 'A• _
__
DE•�¢24•
4
V 3- Irr TOTAL
Y 1- v4' T I- -
v
• • ••u ••
PATEL rASTENCR SPACING AT IMTERMEDTATC PURLINS
6-1/2'
]-]/2+' I II 1�7' 1/2•-
I I I I I �f')
—�
IQR ATTIOICp GCUP 1pl
nTs(Vi
B• •W V 4.1ROOF FASTENER
R
.
PANEL rASTEMER SPACING AT FIVE STRUTS
'/►l.I
/gam
p
M APe BASE AN° III.,
STITCH FASTENEYS� TAPE MASTIC
24• D/C
D- DETAIL "•
f r A_B K
STANDING SEAM
NOTE: RDA PANEL
REFER TO M.B.C.I. ULTRA—DEK TECHNICAL
zW=
GlE
p p
r .. 1 • •,
�� /-�
[z
r9AI R 111)) I[; RAMfL Se•CE
[ 6 IEPD) t TTP. 1
6' 3-1/2' ( SUPER LAP )
ROOF / VALE
'PBR• L 'R' PANEL ATTACHMENT
MANUAL FOR FASTENING INSTRUCTIONS.
IMPROPER INSTALLATION VOIDS WARRANTY
�%
( �BOPArmzTOMm+am.DSWMrARE®IOA;
LIT /
'i ,�31��
< 6 BOLTS )
PATTERN'B' D1 �F 1