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Designed in accordance with the Standard Building code,
1999 Edition for 110 mph wind velocity.
General Notes
1, Pole to be 10 in. Diameter Structural Steel
Pipe. (0.365 in. wall)
2. Concrete shall be 3000 psi @ 28 days.
3. All welds shall be in accordance with AWS
standards.
4. Foundation shall not be install in unstable or
unsuitable soils.
UL=W- AZHO(VH99
ti
Jeffery A. Hellstrom P.E.
Ponte Vedra Beach, Florida
New Pole Sign for HULIHAN TERRITORY
1177 Atlantic Blvd., Atlantic Beach, Florida
inuary, 2001 (Sheet No. 1 of 1
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UL=W- AZHO(VH99
ti
Jeffery A. Hellstrom P.E.
Ponte Vedra Beach, Florida
New Pole Sign for HULIHAN TERRITORY
1177 Atlantic Blvd., Atlantic Beach, Florida
inuary, 2001 (Sheet No. 1 of 1
n
BASIC DESIGN LOADING
THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED BY THE FBC 01 BLDG. CODE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF
THE LOCAL BUILDING OFFICIAL
SPECIFIC LOADS: (SEE STRUCTURAL CALCULATIONS AND/OR FOUNDATION REACTIONS)
BUILDING USE CATEGORY = 1 ( Iw = 1.00 , Is = 1.00 , Is = 1.00 )
20 PSF ROOF LIVE LOAD, ROOF LIVE LOAD REDUCTION ALLOWED: yes
2 PSF DEAD LOAD (PURLINS & ROOF CLADDING)
1 PSF COLLATERAL LOAD
0 PSF GROUND SNOW LOAD
120 MPH WIND LOAD, WIND EXPOSURE: C
OF WIND LOAD VALUE IS LESS THAN 70, THE WIND LOAD UNITS ARE IN PSF)
BUILDING WIND CLOSURE CATEGORY: Closed
26.9 PSF BASIC VELOCITY WIND PRESSURE (INCLUDES IMPORTANCE FACTORS ONLY.
SEE BLDG. CODE TO OBTAIN REQUIRED WIND COEFFICENT MULTIPLIERS.)
SOUTHERN STRUCTURES, INC.
918 Young Street
Youngsville, La. 70592
Certificate of Authorization #9642
Charles V. Droddy, P.E. #57101
DRAWING
THIS SHEET DRAWINGS COVER SHEET
INDEX
JAQUETT CONSTRUCTION, INC.
Et BOLT COUNT SHEET
3134 DALEHURST DR. W.
A2 ANCHOR BOLT PLAN do DETAILS
JACKSONVILLE, FL 32277
Al REACTIONS
OWNER:
E2,E3 RIGID FRAME CROSS SECTIONS
FUNCTIONAL PRODUCTS
E4 ROOF FRAMING
JACKSONVILLE, FL 32099
E2 ROOF SHEETING
JOB NUMBER:
-- ROOF COLLECTOR SYSTEM PLAN
FOR CONSTRUCTION
E5 SIDEWALL FRAMING
22121
E6 SIDEWALL SHEETING
E7 ENDWALL FRAMING
®
E7 ENDWALL SHEETING
PERMIT ONLY
-- PARRTION WALL FRAMING
-- PARTITION WALL SHEETING
-- SOFFIT FRAMING
❑
-- SOFFIT SHEETING
ANCHOR BOLT ONLY
-- LINER PANELS
-- DETAIL DRAWINGS
and/or details marked with
'VERIFY'. Please verify
-- SLIDE DOOR ASSEMBLY SHEET
FOR
-- MEZZANINE FLOOR PLAN
'OK'. nested items by indicating
-- HANGAR DOOR ASSEMBLY SHEET
009
1100"Mm
STRUCTURES
"e YOUNG STREET
YOUNGS1flL A LA., "M
CORPORATE LICENSE NUMBER: 9642
RENEWAL DATE: 2/28/05
CUSTOMER:
* Ased f orders must be
releaased for fabrication
JAQUETT CONSTRUCTION, INC.
3134 DALEHURST DR. W.
within thirty (30) calendar
JACKSONVILLE, FL 32277
FOR
OWNER:
days after the submittal
FUNCTIONAL PRODUCTS
JACKSONVILLE, FL 32099
drawings are issued or they
JOB NUMBER:
BUILDING SITE LOCATION:
FOR CONSTRUCTION
COUNTY: Duval
22121
CITY: JACKSONVILLE
STATE: FL
THESE DRAWINGS ARE:
* Ased f orders must be
releaased for fabrication
within thirty (30) calendar
❑
FOR
CONSTRUCTION
days after the submittal
drawings are issued or they
®
NOT
FOR CONSTRUCTION
may be subject to any
current price increases.
®
FOR
PERMIT ONLY
Special attention should be
❑
FOR
ANCHOR BOLT ONLY
given in approving dimensions
(PERMIT ONLY)
and/or details marked with
'VERIFY'. Please verify
❑
FOR
APPROVAL *
'OK'. nested items by indicating
THIS CERTIFICATION IS VALID ONLY FOR THOSE MATERIALS DESIGNED AND
FABRICATED BY THE METAL BUILDING MANUFACTURER INTENDED FOR USE ON THIS
PROJECT. THE UNDERSIGNED PROFESSIOWL ENGINEER IS NOT THE ENGINEER OF
RECORD FOR THE OVERALL PROJECT.
GENERAL NOTES
**THE METAL BUILDING MANUFACTURER (M.B.M.) ASSUMES THAT THE BUILDING MATERIALS PROVIDED BY OTHERS
HAVE BEEN PROPERLY DESIGNED TO SUSTAIN ALL LOADS IMPOSED ON THEM AND TO TRANSFER THOSE LOADS
TO THE M.B.M:s PRIMARY FRAMING SYSTEM.
**THE METAL BUILDING SYSTEM SHOWN ON THESE DRAWINGS MUST BE ERECTED IN ACCORDANCE WITH THE PLANS,
SPECIFICATIONS, RECOMMENDED ERECTION PROCEDURES, AND INSTRUCTIONS FURNISHED BY THE METAL BUILDING
MANUFACTURER. ANY DEVIATION FROM THE PLANS, SPECIFICATIONS, AND ERECTION INSTRUCTIONS IS SUBJECT
TO WRITTEN APPROVAL BY THE METAL BUILDING MANUFACTURER. FAILURE TO HAVE ANY DEVIATION APPROVED
IN WRITING BY THE METAL BUILDING MANUFACTURER MAY VOID ALL EXPRESS OR IMPLIED WARRANTIES,
REPRESENTATIONS AND/OR CERTIFICATIONS. SHOULD YOU NEED ADDITIONAL INFORMATION, PLEASE CALL
**ALL LIGHT GAUGE ENDWALL ('TYPE "A") ROOF BEAMS ARE BACK—TO—BACK CEE SECTIONS (3:) . ALL OTHER
LIGHT GAUGE CEE MEMBERS (SUCH AS COLUMNS AND GIRTS) MAY BE EITHER SINGLE CEE ([) OR
BACK—TO—BACK CEE (3:) SECTIONS. THE ERECTOR MUST REFER TO THE APPLICABLE DRAWING AND
CORRESPONDING MEMBER TABLE TO MAKE THIS DETERMINATION. A BACK—TO—BACK CEE MEMBER IS IDENTIFIED
BY A 2— PRECEDING THE MEMBER SIZE IN THE MEMBER TABLE. FOR EXAMPLE, 2—BC12 IS A BACK—TO—BACK
8C12 (:E) .
**ALL METAL SHAVINGS OCCURRING AS A RESULT OF DRILLING OPERATIONS ON THE ROOF ARE TO BE REMOVED
IN SUCH A MANNER AS TO PREVENT DAMAGE OR STAINING OF ROOF FINISH AND/OR ADJACENT TRIM.
**THE METAL BUILDING MANUFACTURER (M.B.M.) REQUIRES THAT A MINIMUM OF ASTM A307 ANCHOR BOLTS BE
USED AND THAT WASHERS BE USED BENEATH THE NUT'S. ANCHOR BOLTS ARE NOT FURNISHED BY THE M.B.M.
**ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/— 1/1i IN BOTH ELEVATION AND LOCATION.
**THE ANCHOR BOLT PLAN INDICATES THE POSITION OF ANCHOR BOLTS AND ALL DETAILS SHOULD BE INTERPRETED
AS SCHEMATIC. THE M.B.M. DOES NOT ASSUME RESPONSIBILITY FOR FOUNDATION DESIGN OR CONSTRUCTION.
ALL FOUNDATIONS SHOULD BE DESIGNED FOR LOCAL SOIL CONDITIONS.
**DESIGN OF APERTURES
ALL WINDOWS, DOORS, SKYLIGHTS OR OTHER APERTURES PROVIDED BY OTHERS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SAME BUILDING CODE REQUIREMENTS FOR WHICH THE BUILDING SYSTEM IS DESIGNED.
Or Permit Purposes Only
m
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cuSTOmER: JAQUErT CONSTRUCTION I1 ,- _..
3134 DALEHURST DR. V�. = ` =
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NOTE: All Base Plates O 100'-0' (U.N.)
ir Permit Purposes Onl) I
SOUTHERN STRUCTURES, INC.
918 Young Street
Youngsville, La. 70592
Certificate of Authorization #9642
t,
Charles V. Droddy, P.E. #57101
a
BUILDER NOTE: NOTE !
THIS ANCHOR BOLT PLAN IS FOR p�AILSAREWEWED
111 FROM 011IS[�
PERMIT ONLY !11
FINAL DESIGN MAY ALTER SOME LOOIQNG IN.
SETTINGS. THE MANUFACTURER NOTE I
MALL NOT BE RESPONSIBLE FOR
TO EXPLODED
ANCHOR BOLTS SET ACCORMNG pR FOR
To THIS DRAWING. PuurT
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cuSTOmER: JAQUErT CONSTRUCTION I1 ,- _..
3134 DALEHURST DR. V�. = ` =
JACKSONVILLE, FL 3227
,t , A"D
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, INIF. �f USE ON TIES
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s�,Moww" PROMM
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to-t-oa
OWNER: FUNCTIONAL PRODUCTS =
JACKSONVILLE, FL 32099
APPROVED er:
DATE:
COUNTY: Duval
aTM: JACKSONVILLE ''�
SIAM FL >ooTORE
SCALE: N.T.S.
QF. DATE
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JOB N0. SHEET NO.
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SOUTHERN STRUCTURES, INC.
918 Young Street
A Youngsville, La. 70592
Certificate of Authorization #9642
\ Charles V. Droddy, P.E. #57101
��Yfdi1L�I�.17iL'E�I:i«
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Wi0IMF 03ANINIAM
JAQUETT CONSTRUC-UOk'I+V6
CUSTOMER: 33
31 4 DALEHURST DR Ji—
JACKSONVILLE, FL 32277 �' '
IS VALID
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�' INT�DT�,E� ON THIS
ac n x emmw or ismo
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FLANGE BRACE BOTH SIDES OF RIGID FRAME
UNLESS NOTED WITH (1) ; (1)=ONE SIDE
FB = FLANGE BRACE
xx.xx = LENGTH (inches)
A=1�x1�xIfANGLE
B = r x :rx 'W ANGLE
C= r x X x -Xe ANGLE
f DESMPTION BY DATE
CHEaTD TY:
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OWNER: FUNCTIONAL PRODUCTS - _
-
JACKSONVI LLE, FL 32099:,
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SOUTHERN STRUCTURES, INC.
918 Young Street
A Youngsville, La. 70592
Certificate of Authorization #9642
\ Charles V. Droddy, P.E. #57101
STmicrum
JOB N0. I SHEET NO.
22121 E2 OF 7
v FLANGE BRACE CALLOUT LEGEND
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JAQUETT CONSTRUC-UOk'I+V6
CUSTOMER: 33
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JACKSONVILLE, FL 32277 �' '
IS VALID
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�' INT�DT�,E� ON THIS
ac n x emmw or ismo
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FB = FLANGE BRACE
xx.xx = LENGTH (inches)
A=1�x1�xIfANGLE
B = r x :rx 'W ANGLE
C= r x X x -Xe ANGLE
f DESMPTION BY DATE
CHEaTD TY:
DATE
OWNER: FUNCTIONAL PRODUCTS - _
-
JACKSONVI LLE, FL 32099:,
ATPRovED M1
DAZE:
couNnr: Duval `
JFALCKSONVILLE
SCALESIAM N.T.S.
STmicrum
JOB N0. I SHEET NO.
22121 E2 OF 7
BOLT BACK TO BACK C—SECTIONS
W/(2) 1/YQ A307 BOLTS AT EACH
END. FASTEN 5'-4' O.C. WITH
(3) TYPE 1 OR TYPE 2 SCREWS.
NOTE. ATTACH WALL PANELS O
UPPER C—SECTION ONLY.
RF1-101 RFZ— ,07
SIDEWALL FRAMING: FRAME LINE A
-CONNECTION PIXTES
FRAME N
IFRAME LINE 6 IC Q
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Di—101 10014
101 10014
103 1OZ14
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105 1OZ14
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SI DEWALL FRAMING: FRAME LINE C
! . %i SOUTHERN STRUCTURES, INC.
Col Pe�� 11 1 a 918 Young Street
Youngsville, La. 70592
Certificate of Authorization 19642
Charles V. Droddy. P.E. 157101
- .V1
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STRUCTtWM
JOB NO. SHEET NO.
22121 E5 OF 7
DRAWN Br:
DATE.
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RIGID FRAME:
BOLT
-----
Dia
(in)
-----
1
----
SUMMARY
-----
Pro
(in _
----
1.00
2.00
4.00
4.00
BASIC COLUMN REACTIONS (k )
DRAWN BY:
M�
DNTE
,o -,_o,
RMSLONS
; DESCRIPIION 8Y DATE
cuSTnMER: JAQUEfT CONSTRUCTION INC
'�".'�
3134 DALEHURST DR. VII.
JACKSONVI LCE, FL 3227
` _-
� FUNCTIONAL PRODUCTS ~I
- -
JACKSONVILLE, FL 32099
11 F1 11M IS VAUD
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Mn " t JZ
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RIISAL �ON�7HES
�- w7"111,70110-
,wr wuw a u war,K esuoI w dao
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Frame Column
----Dead-----Collateral-
DATE
10-1-0
----Live---- --Wind-L1---
--Wnd_R1---
--Wind-L2---
Line
Line
Horiz
Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
Hortz
Vert
Horiz
Vert
1
C
0.17
0.90
0.06
0.23
0.93
3.64
-2.98
-6.33
1.15
-3.16
-3.33
-4.13
1
A
-0.17
0.90
-0.06
0.23
-0.93
3.64
-1.15
-3.16
2.98
-6.33
-0.80
-0.95
2
C
0.17
0.90
0.06
0.23
0.93
3.64
-2.98
-6.33
1.15
-3.16
-3.33
-4.13
2
A
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0.90
-0.06
0.23
-0.93
3.64
-1.15
-3.16
2.98
-6.33
-0.80
-0.95
Frame Column
--Wind_R2---
-Seismic-L--
-Seismic_R--
--LnWind_L--
--LnWind_R--
Line
Line
Horiz
Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
Horiz
Vert
1
C
0.80
-0.95
0.00
0.00
0.00
0.00
0.29
-6.76
0.01
-5.25
1
A
3.33
-4.13
0.00
0.00
0.00
0.00
-0.01
-5.25
-0.29
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C
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-0.95
0.00
0.00
0.00
0.00
0.29
-6.76
0.01
-5.25
2
A
3.33
-4.13
0.00
0.00
0.00
0.00
-0.01
-5.25
-0.29
-6.76
ENDWALL COLUMN: REACTIONS, ANCHOR BOLTS, & BASE PLATES
--------------------Column-Reactions (k )-------------------
Out-Of-Plane
Fmn Cal Dead Coll Live Wind -Left Wind -Right Wd P Wd S
Line Line Vert Vert Vert Horiz Vert Horiz Vert --Hartz Horiz
1 B 0.2 0.0 0.0 0.0 0.0 0.0 0.0 -3.2 3.5 r
BRACING REACTIONS, PANEL SHEAR
t Reactions (k ) Panel
--Wall— Cd --Wind----Seismic- Shear
Loc Line Line Harz Vert Harz Vert (Ib/ft)
---- ------
L-EW 1 Rigid Frame At Endwall
F_SW A Wind Column In Wall
R -EW 2 Rigid Frame At Endwall
B_SW C Wind Column In Wall
WIND COLUMN REACTIONS
t Reactions
---Wall-- Col Harz Vert Moment
Loc Una Line RA Load -Id (k ) (k ) (f -k )
M F -SW A 2 L Wind 2.96 50.86 42.38
A B -SW C 2 R Wind 2.96 50.86 42.38
V+H+V
' z� A.B.'S
FIELD LOCATED WALKDOOR
8
AS REM RED 5
W
AS REQUIRED �
jFMMED OPENING 1NIDFHJ
SECTION "A
I TYPICAL RAMP DETAIL I
ro f ?eTrmI
SOUTHERN STRUCTURES, INC.
918 Young Street
Youngsville, La. 70592
Certificate of Authorization #9642
Charles V. Droddy, P.E. #57101
NOTES FOR REACTIONS
Building reactions are based on
the following building data:
LeWh }} 35.0
Ewe Height (ft) = 16 05/06.0
D� Loaadd (nse/'2) = 1.0/ 1.0
Colateral Load (pef ) = 2221.0
Roof Live Load(psi 20.0
Frame Live Load sf 16.0
Wind Csod�e (mph = BC O 01
Closedp %open - c
Ira once - Wind - 1.00
Importance - Seismic = 1.00
Id Description
1 DL+CO+LL
2 DL+0.75CD+0.75LL+0.75WL1
3 DL+0.75CO+0.75LL+0.75WR1
4 O.6ODL+WL2
5 O.6ODL+WR2
6 0.60DL+LnWndL
7 0.60DL+LnWndR
8 0.60DL+WRI+WS
0.60DL+WP
0'DL+CO+0.75LL+0.75WL2+0.75WS
ANCHOR
---------
Ont Loc
---------
• 8 DJ
• 4 ETN
• 16 RF
• 8 W1Xf
BOLT
-----
Dia
(in)
-----
1
----
SUMMARY
-----
Pro
(in _
----
1.00
2.00
4.00
4.00
ALL ANCHOR BOLT -
PROJECTIONS ARE TAKEN FROM BtuLDER NOTE:
BOTTOM OF BASE PLATE
THIS ANCHOR BOLT PLAN IS FOR
PERMIT ONLY !!!
FINAL DESIGN MAY ALTER SOME
SETTINGS. THE MANUFACTURER
WILL NOT BE RESPONSIBLE FOR
ANCHOR BOLTS SET ACCORDING
TO THIS DRAWING.
DRAWN BY:
M�
DNTE
,o -,_o,
RMSLONS
; DESCRIPIION 8Y DATE
cuSTnMER: JAQUEfT CONSTRUCTION INC
'�".'�
3134 DALEHURST DR. VII.
JACKSONVI LCE, FL 3227
` _-
� FUNCTIONAL PRODUCTS ~I
- -
JACKSONVILLE, FL 32099
11 F1 11M IS VAUD
Oi€1 DIM OF
Mn " t JZ
ANa l-A&3SA, ev *HE
RIISAL �ON�7HES
�- w7"111,70110-
,wr wuw a u war,K esuoI w dao
^rw.e arew� wiae� -
- v/
CHECKED BY:
Aar
DATE
10-1-0
APPROyED UY;
DANE:
COUNTY: DUVOI
JACKSONVILLE
SIATE: FL
;7A - N T.S.
sGNATURE of CATE
STRUCTLWM
JOB NO. SHEET NO.
22121 Al OF 2
'z1fr
12
P. I
�,...m-
1'-0 13/1 G• 1'-0 1.3/16-
35'-0' OUT—TO—OUT OF STEEL
RIGID FRAME CROSS SECTION
FOR FRAME LINE 2
1`h�,
12
5o
(V
t:
T,.Pefnifit PY00ses r�
STRUCTURES
JOB N0. I SHEET N0.
22121 E3 OF 7
0 FLANGE BRACE CALLOUT LEGEND
DRAM BY:
DATE:
REVISIONS
/ DESCRIPRON BY DATE
CUSTOMER: JAQUETT CONSTRUC�I�iR'��
3134 DALEHURST ®R.� �_
JACKSONVILLE, FL 322i'7
TTfs �tln' r ION IS VALID
06V YriE' DESIGN OF
TW*A Bs
, ,� ,WC , D Ff THE
RRER
INTENDED FOF" USE ON THIS
v
_ " > �",K . NORMA
CALLOUT - FBxx.xxA(1)
FLANGE BRACE BOTH SIDES OF RIGID FRAME
UNLESS NOTED WITH (1) (1)=ONE SIDE
FB =FLANGE BRACE
xx.xx - LENGTH (inches)
1� x I If x W ANGLE
B= Y x r x W ANGLE
C r x 3' x Xe ANGLE
CHECKED BY:
DATE:
WN
�— FUNCTIONAL PRODUCTS,®
JACKSONVILLE, FL 32099--%-
APPROVED BY:
MTE
COUNTY: DUYOI ~
c1m. JACKSONVILLE
fig; FL -
SCALE: N.T.S.
I L
OF P.E. DATE
STRUCTURES
JOB N0. I SHEET N0.
22121 E3 OF 7
i
NOTE ALL FLANGE BRACES SHOWN ON THIS
DRAWING ARE 11� X 1W X is ANGLE
UNLESS NOTED OTHERWISE
Q7'
12
-__ - ---- -rti
G-102 I
im 1 1
I I
I I I
I I
I
1
I
I
1
I
I
I
I
1 1 i
I 1
I
I I
I I I
G-102 j
j IFF j
I I I
I 1 1
I
1
1
I
G-101 I
I I I
I I I
I 1
!
I
I
1
I
i 1 l
1
I I 1
PBSW I
I I
---------------
=-------------
4G STRAP
EC -101
ENDWALL FRAMING: FRAME LINE 1
1"t�h'
12
1 SINGLE ROW(S)
OF SAG STRAPPING(BANIIING)
REQUIRED PER ( aAr
SHOWN. (See Sect 13-18C)
AT ENDWALL COLUMN TO RIGID BEAM, USE
DOUBLE NUTS W/1/2"a X 2 HEX HEAD
(ALL THREAD) BOLTS O SLOTTED CLIP. HAND
TIGHTEN FIRST NUT AND LOCK CONNECTION
WITH SECOND NUr.
DRAWN BY: DATE:
CHECKED BY: DATE
APPROVED BY: DATE:
SCALE N.T.S.
(•)i f ��t�1�;i �L��1��
13-5AA
BEGIN SHEE ING
FROM THIS END
ENDWALL SHEETING & TRIM: FRAME LINE 1
PANELS: 26 Go. SW -
1 •-Or
BACKLAP
SOUTHERN STRUCTURES, INC.
Young Street
g J Younung gsville, Lo, 70592
iv r Y� Certificate of Authorization #9642
Charles V. Droddy; P.E. #57101
�� �� Cus OmER: JA(}UETT CONSTRUCTION IIziG. _ has NE W
, S VA D
OF
3134 DALEHURST DR. V11=+t+A6i+�+as r"'cNEO
JACKSONVILLE, FL 322x7 MEr L SMU TNG T. ,�,,OTEII I:ER
OWNER: FUNCTIONAL. PRODUCTS . ' = , INIENDED " USE: °N DO room
JACKSONVILLE, FL 32099
DUVOI JOB NO. SHEET NO.
cnM-FJACKSONVILLE - Zv 22121 E70F 7
ck 11-P
_ DATE