HomeMy WebLinkAboutspeaker box Popeys►i -INK7 i'i i!
►00000000
I►i'i'i'i'i'i'i'i'
NOTES:
CABINET AND
CONNECTION DESIGN
BY OTHERS.
ELECTRICAL DESIGN
BY OTHERS.
SPEAKERBOX
3/8"DIA.x12" LONG
ANCHOR BOLT
GRADE
e
V
(4) #4 BARS ON
A 11" PATTERN
WITH (5) #3 STIRRUPS
ON 5" CENTERS
DO NOT WELD REBAR.
OVER
TURN
[-8 3/16"—
° °
PLACE
ORDER
HERE
4. d.
as Id
e
1'-6" DIA.- •16 CU. YDS. OF 1'-6" DIA.�
CONCRETE REQ'D
ELEVATION SIDE VIEW
TUROVER
N
ANCHOR BOLT PROJECTION DETAIL
Q b �• �••
Z e d ° A.
LLI d' 2.• a n • '
OH
• •ic• is
a = .
SECTION @ CAISSON
r3/8"DIA.x12" LONG
ANCHOR BOLT
1 1/2"x1 1/2"x3/16"
ALUMINUM ANGLE, TYP.
HIGH -STRENGTH,
NON -SHRINK
GROUT
I
I
STIRRUP
HOOK, TYP.
L'11
3/8" HEAVY
HEX NUT
C
L -
3/8"DIA.x12" LONG
ANCHOR BOLT
3/8" HEAVY
r_[��HEX NUT
TACK TYP.
ANCHOR BOLT DETAIL
� or ,ia. rer °npvp� alMr 9,m n,. horded did w ,
+.read Me erWm m..d iaoc Engines by owe... ar POP EYE S
a da ft of `° "d°"°° 4946 SOUTH 25TH ST.
]MAD N. KASHIF, P.E. FORT PIERCE, FL 34981
FLORIDA STATE LICENSE NO.: 41374
CLIENT:
14902 SOMMERMEYER ST
l4 [��O SUITE 120
pa 000p0 () Gn hic
oo� Pe°°�� C E NSF°°°°y°00 5°'°i°^� HOUSTON, TX 77041
o o °
a No. 41374 0 o LINK Engineering, L.L.C.
0 0 o° o L 135 South David Lane • Knoxville, Tennessee 37922
o � STATE OF ° o 77 fT Phone: (865) 539-4001 • Fax: (865) 539-0851
o o go Online: www.linkengr.Com
� p�o F Q, °° �p Florida State Cartificate of Authorization No.: 27148
0 0p OR > 0 ; ��DO SHT. BY: Project Number.
S °°°°°°aa°°°�C� 000� 1 GHK 20-0305
pO00pApOppO \ OF DATE: Drawing Number.
2 5/11/20 B189O57
Z
W lY
O P
O I —
PROJECT#
20-0305
OWNER
POPEYES
May 11, 2020
4946 SOUTH 25TH ST.
DRAWING #
B189057
FORT PIERCE FL 34981
1/2"x3/16"
VNNDLOAD
40.15
PSF
ANGLE, TYP.
WIND SPEED
160
MPH
'
CLIENT
LSIGRAPHIC SOLUTIONS PLUS
# COLUMNS
1
Florida Budding
Code
14902 SONIdERMEYER ST, STE #120
HOLE,
DESIGNER
GHK
6th Ed. (2017)
HOUSTON, TX
SHAPE '
CENTROID
TOTAL
ITEM '
HEIGHT '
VNDTH
' FACTOR
HEIGHT
AREA ' FORCE MOMENT
SPEAKER
3 917
0 682
1 000
2.15
2.672 0.107 0231
OAH
3.917
BOLT CALCULATIONS
BOLT
BOLTS/
TENSION/
BOLT ALLOW. ALLOWABLE
ITEM
MOMENT
SPACING
PLATE
BOLT
DIAM1 STRESS TENSION
BASE PL.
0.231
6 000
6 000
0.154
0.375 19.100 2.110
TYP.
ANCHOR BOLT LOCATION DETAIL
General Notes:
1, Design is based on a 160 mph, 3 second gust wind design per Florida Building Code 6th. Ed. (2017). Category 11, Exposure C.
2. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf per foot of depth.
Isolated lateral bearing footings subject to short—term lateral loads and not adversely affected by a 1/2" motion at grade are
permitted to be designed using twice the tabulated value of the corresponding soil class.
3. A soil report was not provided. Foundation analysis assumes Soil Classification 4. Allowable bearing pressure should be verified
prior to placement of concrete. In the event that the stated requirements are not met and conditions appear deleterious,
cease and secure excavation and immediately contact LSI GRAPHIC SOLUTIONS.
4. Foundation shall not be placed at the top of, or on the side of a slope exceeding 3:1, or adjacent to a fill slope unless
re—evaluated by a competent Professional Engineer. Do not place foundation in fill.
5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 2500 psi.
6. Steel reinforcing bars shall conform to ASTM A615, Grade 60 with deformations in accordance with ASTM A305. Welding of
reinforcing bars is prohibited.
7. All voids between column base plate and foundation surface shall be completely filled with high —strength, non —shrink grout.
8. Anchor bolts shall meet ASTM F1554 Grade 36. Exposed surfaces shall be galvanized or coated to prevent corrosion.
9. All support members shall be free from defects. Aluminum extrusions shall be 6063—T6 alloy. Aluminum plates shall be
5052—H34 alloy. Aluminum sheet shall be 3003—H14 alloy.
10. Aluminum welds shall be made with 5356 filler by persons qualified in accordance with AWS standards within the past two
years.
11. All structural bolts shall conform to ASTM A307, and be zinc coated unless noted otherwise. When used with structural bolts,
heavy hex nuts shall conform to ASTM A563, and washers shall conform to ASTM F436. Pretension all high strength bolts using
the Turn —of —Nut method unless noted otherwise.
12. The scope of this engineer does not include onsite observations.
13. LINK Engineering will not be responsible for the safety on this job site before, during or after installation of this structure. It
is the responsibility of the owners, contractors and installers to ensure that the installation and erection of this structure is
performed using methods that are in full compliance with OSHA regulations.
14. Any deviation from this design or from any part of this drawing, including the General Notes, without prior written consent
from LINK Engineering voids this drawing in its entirety.
15. The structure designed on this drawing is intended to be installed at the address shown and should not be used at any other
location.
PLATE CALCULATIONS
ITEM TENSION MOM94T MOMENT
PLATE PLATE
PLATE MINIMUM
BOLT ARM PLATE
WIDTH DEPTH
THICK. THICK
BASE PL. 0 154 0.688 0.106
2 313 1 000
0.125 0.101
ANCHOR BOLT PROJECTION ANCHOR EMBEDMENT
ANCHOR BOLT MIN
LENGTH
2.000 0,817
3.000
CAISSON
MOMENT
0.231
FT -KIP
FORCE
0.107
KIP
REFERENCE BC 1807.32 & TABLE 1806.2
ASSUME SOL CLASS #4 SW, SP, SM, SC, GM & GC
LATERAL BEARING PRESSURE- PSFIFT OF DEPTH
150.0
PSFIFT
S1
250.0
DEPTH
2 500
FT.
DIAMETER
1500
FT.
2.154
FT.
0.670
FT.
CA LCULATED DEPTH
1.633
FT.
MINIMUM THICKNESS WITHOUT REINFORCEMENT
8.345
IN.
ACTUAL DIAMETER
18.000
IN.
CONCRETE
0.164
CU. YD.
m INSTALLATION ADDRESS:
LNC Fiig6ai4 LL0. onabed y fcr 1ba protect. UN of tM
dMi" w pkr- for my oQW aloe un &A ba ,
prdmitai tfdwek tm a eonemt of uw DO—V4 LLG Dyyo�a of POPEYE S
my of 1* hbaama as �` � d a� `o 4946 SOUTH 25TH ST.
of ud properly °ed Yid not be U af.a
IMAD N. KASHIr, P.E. FORT PIERCE, FL 34981
FLORIDA STATE LICENSE NO.: 41374
o��Po ��CENSF °°� I
O \ o e p =
o o° No. 41374 °°o o
o a o 0
o °°o STATE OF o°° o
O
0'� °° F�
0 R 0
P
oo°OO00000°°°
P °
000000000 uo oa9aua 0 %%"
S� 14902 SOMMERMEYER ST
SUITE 12D
Graphic HOUSTON, TX 77041
Soluteoa.
LINK Engineering, L.L.C.
L l 135 South David Lane • Knoxville, Tennessee 37922
Phone: (865) 539-4001 • Fax: (865) 539-0851
Online: www.linkengr.com
Florida State Certificate of Authorization No.: 2714E
HT. BY: Project Number.
2 GHK 20-0305
2 1 DATE: Drawing Number..
5/11/20 1 B189057