HomeMy WebLinkAbout3021 Orlando Dr (NO PERMIT #)77
U1`91" IN(.3c3 1 2/7/84 f:+Y 1 rec.?
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01m . n ,a ... NOTE:
Exact site conditions were unknown to the
engineer at time of design. The following
SPECIFICATIONS: items were known to the engineer only as
furnished by otherst
1) Sign to be constructed of incombustible materials and approved face material. x "eight of structure
x Size of existing signage
Loention of sitions
C Outside
cotructureNo
2) Structural steel shall conform to A.S.T.M. A36. <
nddimensions
of uprights Thickness
of uprights OWS
Base plate and anchor dimensions 3)
Steel pipe shall conform to A.S.T.M. A53 grade B or API 5L-B. (Fy=35 ksi) _ Foundation size Soil
conditions Others
as follows: 4)
Steel tubing shall conform to A.S.T.M. A500 grade B. (Fy=46 ksi) 5)
Extruded aluminum shall be 6063-T6 or as specified an shop drawings. All conditions not Indicateby an it
shouldbefieldverifiedtoowby
with
this
design prior to construction. 6)
Reinforcing steel in foundation shall conform to A.S.T.M. 615 grade 60 with deformations conforming
to ASTM A-305 1)
All connection bolts shall be A.S.T.M. A307 unless noted an shop or installation drawings. 81
The sign erection and foundation contractors shall verify all dimensions and conditions an site
prior to construction. 7)
Concrete used to construct the foundation shall be ready -mired designed to
develop a min. compressive strength of 3000 p s i in 28 days. 10)
Note minimum safe sail bearing values used in design as shown an attached foundation data. 11)
All welding shall conform to recommendations as published by the American Welding Society. Welding
shall be performed by workmen who have been recently certified by a qualified testing ab- atory. 12)
Design wind loading is shown above.
V. 1
CUMMINGS 12/7/84 BY|ree PAGE - 2
BOJANGLES 8'x12' SIGN G.C.=17 FT WIND=110 MPH
NO.! SHAPE AREA HEIGHT WIDTH Force Centroid Wind Loading Force
TYPE Sq Ft Ft Ft X-Ft Y-Ft Top-psf!Bot-psf| Lb
1 1_______|______
1 Rectangle 96.00 8.00 12.00 1 0.00 1 21.00 33.60 1 33.60 3226
2 Rectangle 12.00 2.00 6.00 0.00 1 14.00 1 33.60 33.60 403
3 Rectangle 12.00 2.00 6.00 0.00 1 11.00 33.60 33.60 403
4 Upright 1 1.67 2.00 1 83 0.00 16.00 1 33.60 33.60 56
5 Upright 83 1 1.00 83 0.00 12.50 33.60 1 33.60 28
6 Upright 8.33 10.00 83 0.00 5.00 33.60 33.60 280
Moment @ Grade Line = 80463.6 ft-lb
Shear @ Grade Line = 4396 lb
Mean Height of Shear= 18.3 ft
Total Area of Signs= 120 sq ft
LJ F3 r- 1 H.-eeE:-. s,-- E3 q--.tmmmm ir- y
SEC| DESCRIPTION FROM 1 TO LENGTH | SHEAR | MOMENT | Fv | Fb
NO.! OF SECTION ft ft ft | lbs | ft-lb 1 psi | psi
1 1TS6x6x.1875 1 17.00 1 25.00 1 8.00 1 3226 1 12902 1 755 1 19516
2 |TS10x10x.3125 1 0.00 1 17.00 1 17.00 1 4396 1 80464 1 369 1 26382
Total Weight of Upright= 803.96 lbs
Estimated Sign Weight= 960 lbs
CUMMINGS 12/7/84 BYree PAGE - 3 BOJAI'
ll GLES 8'x12' SIGN G.C.=17 FT WIND=110 MPH
CUMMINGS 12/7/84 BY1ree PAGE - 4
BOJANGLES 8'x12' SIGN Q.C.=17 FT WIND=110 MPH
I 47 .1 L_
1/4
1/8
mj
1/4
m m m m
MOUNTING PLATE DETAIL
U, 0~U
T 1--1 _. 1:1 thl C 1-1 FJ R 13, 111 K
K K
U- VU U K - U' ~ K.
F:" 8 :i ~r E
E70X
FLUSH MOUNT OETHIL
1) ASTM A36 PL 18 x 12.75 x 1 3/8 M1
2) GUSSETTS:
GUSSETTS NOT REQUIRED
3) WELD ALL AROUND-3/8-E70XX
4) 4 -BOLTS:ASTM--A325-1 1/4"
Holes 1/8'' larger than bolt
5) MOMENT= 80464 ft-lbs
6) T.S. 10 X 10 X
a) MOUNT FLUSH
7) ELECTRICAL ENTRANCE:
3 inch round opening in center of plate.
CUMMINGS 12/7/84 BY<ree PAGE - 5
BOJANGLES 8'x12' SIGN G.C.=17 Ft. WIND=110 MPH
2500 PSF SOIL
FOOTING DATA:
b=WIDTH =4.875 FT L=LENGTH=9.75 FT
D=DEPTH =3.5 FT BASE MOMENT =80464 FT -LB
GRAVITY LOAD=1700 LB FOOTING WT. =24953.91 LB
FACTOR AGAINST OVERTURNING-1.61
As= .91 sq in's
e=302 FT
a=5 57 FT
Pmax=1963 72 PS
Pmin=0 PSF
if
K U --
OVERTURN DIRECTION
1- 1 1 1
REINFORCEMENT REQUIRED:
BOT REINFORCEMENT - 5 -#4X9'3 long way
6 -#4X4'4 short way
CONCRETE REQUIRED=6.16 cubic yards
CUMMINGS 12/7/84 BY|ree PAGE - 6
BOJANGLES 8'x12' SIGN G.C.=17 Ft. WIND=110 MPH
OVERTURN
SI N above
9.9
CUMMINGS 12/7/84 BY|ree PAGE - 7
BOJANGLES 8'x12' SIGN G.C.=17 Ft. WIND=110 MPH
Total wind force= 4396 lbs
Height to resultant= 18.3 ft
Q -1- 3: C::.' dff 1-- 0--- 0113 F7 E3 ILJ !NJ 1-) 0% -1- :1 (:J INJ 1:10-1 -T- dch
Uniform Building Code section 2907
Maximum allowable lateral bearing pressure= 150 psf/ft.
Commonly found in SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL.
DESIGN VALUE USED= 300 psf/ft.
VALUES DOUBLED FOR SIGN DESIGN UBC TABLE NO. 29-B
HOLE 1 SOIL |CONCRETE REQD|MAST LENGTH DATA
WIDTH! DEPTH! THICK |POS MAXIHOLE|W/O MAST! ABOVE !CUT LENGTH
W(ft)1 H(ft)| T(ft) | psf 1 CY | CY | GRADE | ft
3'6 1 / 8'3 | 3'0 | 825 | 3.21 3.0 | 17'0 < 24'9
4'0 | 8'0 1 3`0 1 800 | 3.61 3.4 | 17'0 | 24'6
4'6 | 7'6 | 310 | 750 | 3.81 3.6 | 1710 | 2410
5'0 | 7'3 | 3'0 | 725 | 4.01 3.9 | 17'0 | 23'9
5'6 | 7'0 1 3'0 ( 700 1 4.31 4.1 | 17'0 | 23'6
6'0 1 6'9 | 3'0 | 675 | 4.51 4.3 | 17'0 | 23'3
M_________________________________
Upri`71ht
irade
concre e
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e
RECTEMBEDOEO FOUNOHTION
A~ -. "
CUMMINGS 12/7/84 BY|ree PAGE - 8
BOJANGLES 8'x12' SIGN G.C.=17 FT WIND=110 MPH
Total wind force= 4396 lbs
Height to resultant= 18.3 ft
1'-$ X L. L. E= ED L-9 1 C-P 1*%,.l 021h "'*[*** fr.7.%
Uniform Building Code section 2907
Maximum allowable lateral bearing pressure= 150 psf/ft.
Commonly found in SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL.
DESIGN VALUE USED= 300 psf/ft.
VALUES DOUBLED FOR SIGN DESIGN UBC TABLE NO. 29-B
HOLE 1 SOIL VALUES !CONCRETE REQDIMAST LENGTH DATA
1__________
DIAM 1 DEPTH( |POS MAX1HOLE1W/O MAST( ABOVE !CUT LENGTH
D(f+)| H(ft)| | psf | CY | CY | GRADE | ft
1------- 1---- |-------- |------- |---------
2`0 | 11'9 | | 1175 | 1.41 1.1 | 17'0 | 28'3
2'6 | 10'9 | | 1075 | 2.01 1.7 | 1710 | 2773
310 | 1010 1 | 1000 | 2.61 2.4 | 17'0 1 2646
3'6 | 9'6 | | 950 | 3.41 3.2 | 1710 | 2640
4'0 | 9'0 | | 900 1 4.21 4.0 | 17'0 | 2576
ght
oncrete
POST HOLE FOUNOHTION