665 Atlantic Blvd A�72
Job Information Input Parameters Michael Brady,Inc.
Comm If 6outhem.01 Code I ASCE 7-98 2*N.Weisgarber Road
Name Monument Sign Wind Speed 120 Knoxxille,TN 37909
Location Neptune Beach,FL Importance 1 Phone:(865)5840999
NOTE: * CONTRAGTOR - SOUTHERN SIGN SOLUTIONS Dab 4 Gust Factor loss w.sl n-enni65) 345213
Designer .S. . Exposure L..` :#. verwsign�ngineeccom
SEE SIGN DRANC75 FOR * 2000 FLORIDA STATE BUILDING CODE coda or da State Building Code #of Poles
WI ,# • wean m
rnichaelbradyinc.co
Cimp License#F@OOOOO2650
1V
! ADDITIONAL DIMENS O 5
FILE C « 120 MPH WIND SPEED Eng.la:#572641 Eng.QOA.#25914
AND DETAILS. VERIFY ALL * GF = 1.2 Wind Load Calculatlons(per ASCE 798)
DIMEN51ON5. * (2) POLES (2) FOOTINGS' Sig Face' wldtn(R) Neight(tn Area(eq R) WeightSectioction ) z(R) Kz G P(psQ F(kpa Centrod(R) M(k-!)
! 1 r✓ 5697 0.57 633 0.85 0.84 18.99 1.08 3.17 3.42
2 r £ 0.00 0.00 ODD 0.85 120 27.13 0.00 0.00 0.00
!I 3 r 0.00 0.00 0:90 0.85 1.20 27.13 0.00 0.00 0.00
! 4 r 0.00 0.00 000 0.85 120 27.13 0.00 0.00 0.00
! r 5 r-.. 0.00 0.00 OAO 0.85 1.20 27.13 0.00 0.00 0.00
8-Orr 6 0.00 0.00 ODO 0.85 1.20 27.13 0.00 0.00 0.00
7 r 0.00 0.00 000 0.85 120 27.13 0.00 0.00 0.00
! i... 8 r 0.00 . 0.00 000 0.85 120 V 3 0.00 0:00 0.00
9 r 0.00 0.00 0.00 0.85 1.20 27.13 0.00 0.00 0.00
10 r 0.00 0.00 Ox0.85 120 27.13 1 0.00 0.00 0.00
SIGN CABINET ITerall Height 6.33 It 1 56.97 aq R 1 0.57 kis IF= 1.08 let inn= 3.421*4
AND CONNECTION •tArchecA°°"nseetlonlspoieon+r
BY OTHERS Pae size Calculations
I I I IGRADE Ele etion M(k it) Approximate Pipe Siwe Approximate Tubes ze SegLenment Pcle�Wa;M
S. Site $,� S� Actual Pole Size S. VF. OK/NG
_ 3.4 1.96 4"m Std. 1.49 TS3x36114' 754x4%1/4 -'u; 4.11 6.33 0.08 0.36 OK
I I I T54X4 a 3.4 1.96 4"mSid. 1.49 Ts300/4' Select Pipe Size 0.00 0.00 0.00 0.00 OK
! I ( I I •- z Ts3x3xva o.ao 0.00 0.00
0.00 GK
.250 WALL 3.a 1.96 a•mstd. 1.49 sekaPesee
- '
3.4 1.96 4"m Std. 1.49 TS3x3x114• Sekd Pipe Size 'Jr!- 0.00 0.00 0.00 0.00 OK
m I I I I e• - 3.4 1.913 4"mStd. 1.49 753%3x1/4" SelectPpeSim 0.00 0.00 0.00 0.00 OK
II I
_ •: 3.4 1.98 4"O Std. 1.49 T53x3x i14' Select Pipe Size ti` 0.00 0.00 0.00 0.00 OK
..
• 3.4 1.96 4•4)Stl. 1.49 TS3x3xl/4'
- • - Select Pipe Site 0 0.00 0.00 1 0.00 OK
I I IZZ0 .4. e" .,. 3.4 196 4"OSU. 1.49 TS3x3x1/4' SekQ Ape Size !'!* 0.00 0.00 0.00 0.00 OK
.LI) r `,: 3.4 Match Rab Location IP= 0.08 bps
II
II
I ti• Au ered FoolingCalculations Stiffness Anal s
'. I I ( I • - _ Diameter R Moment 3.42 k-R 8.2 ins
- Oanp:rg lbtb 0.035 Steel
Allow Press psvft Force 1.08 kips Base Pole 6
• . #of Poles .-. AM 3.17 Natural Freq. 5.3 cycles/s
G
S1 0.55 Stiffness OK
e A 3.07,
R 'd Depth 5.13 R
RADE
! !
Spread Footln Calculations
Son Resswe ,. .M Pat Footing UVeight 0.00 kips
4DIA. Aspect Ratio Sign Weight 0.65 kips re
[:.1.5:1 [d 2:1 VRM 0.00 k-R Au ed Footling Size O V E D
NRM 000 k-R Diameter. 15 OF AT ANTIC BEACH
:;' RM 0.00 k-R Depth
`' OTM 3.42 kR Volume ..36'', c G OFFICE
e 5.29 R
Manual Design Values Maximum Soil Pressure L-d
Footln Size 2004
Depth ;` R q,r,a, #DIV/01 <2.5ksf 0
Length :.!R Overturning Ratios 0 R
Width R Volume 0.00 >1.5 0 R
! Shallow 0.00 >1.5 0.00,rt cu. s.
Sian S cifications �"
! Refer to Sign Companys drawing(s)or mors details. Welding Electrodes E70)0(
LE COPY All designs,detailing,fabrkalion and construction shall conform o: Soil Bearing Pressure #DIV/01 psi
FIFlorida State Building Code Horimntal(Passive Pressure)assumed at 300 PSF/Foot of Depth.
ACI 301-89 Excavation shall be has of loose soil before pouring concrete.
NSC Welders shall be certified for type ofwelding.
American Welding Society Adequately brace pole(s)until concrete has set up for 14 days.
Local Building Codes S Ordinances Grout under base plates with non-shrink grout
! This Engineer does not warrant the accuracy of dimensions furnished by
! Concrete:3000PSI Q 28 days others.
! !! Steel Pipe:ASTMAS3 Grade B All exposed steel shall be painted with an enamel painto inhibit corrosion.
! !, Steal Tube:ASTMf500 Grade B The contractor(Installer)is responsible or Bre means 6 methods of -
Anchor Botts:F1554 Grade 36 U.N.O.(allamates Grade 55 and 105) construction in regards to jobsite safety. ;/0
Connection Bots:A325 This design is for the Indicated address only,and should not be used at of her Steel AnglesChannels,Structural Shapes and Plates ASTMA36 locations withoutwritbn permission ofthe engineer. �,45�
Reinforcing Grade 60 No field heating to bend steel shall be allowed withoutthe Engineefs approval.
Protide a minimum oft hree inches ofconcrete coverower embedded steel. Desi n ofdetails and structural members notshown,b others.V FLA. OFFICEPROJECT: COMM. NO. DATE: DRAWING NO.
KNOX ILLE OFFICE299 WEISGARBER RD® MICHAEL BRADY, INC. 901 N. LAKE DESTINY DR. ' `e tune Beach FL04417.01 8/26/04 ¢ D1NG.
KNOXVILLE, TENNESSEE SUITE 151 DRAWING TITLE:
*SIGN ENGINEERING *CIVIL MAITIAND, FL.32751
37919 *STRUCTURAL *ARCHITECTURAL CORP. LIC. F02000002850 I
PHONE 865-584-0999
PHONE 407-571-7588 Monument Sign BUS. LIC. / AA26000828
FAX 865-584-5213 *MECHANICAL *ELECTRICAL rAx 407-571-7594 ENG. C.O.A. / 25914 LOUIS J.GORTINA,P.E.
LIG if 51264
❑ 5TURD I V,4NT AVE. loe
/ II
LI
/ EXISTING POWER POLE
/ O
IEXISTING o W W .y . W
PALM TREE f
ITO REMAIN + y
a ° 4"THICK CONC.
+ + . PAD W/WD.FENCE
W . . AROUND TRASH
CONTAINER AREA. NEW UTILIT
W W �/ TRENCH
GENERAL NOTES:
IJ IMPLEMENT PROPER SILT FENCE AND HAY BAIL
FOR EROSION CONTROL DURING CONSTRUCTION,
2,J EXISTING GRADE AND DRAINAGE PATTERN
WILL REMAIN AS IS.
EXISTING GRADE
REMAIN AS IS. 7 -
FF.ELEVATION
EXISTING HIGH r ( Z IC 4
POINT OF SITE EXISTING HIGH w I X POINT OF SITE
OW
J Z
rZ EXISTING 625
O o . —
O o r ATLANTIC
X r �' v W O I BL VD�
W I W ` W W W W x X'U
r
W
I W
y y
EXISTING 625 y
ATLANTIC 51_ D' W W W W
i 1 y y
W W W W
LANDSCAPE
ISLAND W/6"
CONC.CURB
I I
_ I EXISTING PARKING
GROSS CONNECTION
TO REMAIN
APPROVED
CITY. OF ATLANTIC BEACH
EDGE OF BUILDING OFFICE
% W PROPERTY
y
y W NEW LANDSCAPE ISLANDS
WITH I MAR 12 1004
1A
TH 6"CONC.CURB,REMOvE
y EXIST.PAVEMENT AS REQ'D.
RELOCATE \
EXISTING
PALM TRE y y
24-rD" . . W
EXISTING
PLANTER
AND SIGN
EXIST.DRIVEWAY kms' ' T P
RR�P
TO REMAIN LACt A�� '� A '`�'� EXIST.DRIvEWAY
TO REMAIN
EXIST.CONC.WALK---/
�EX18T.CONG.WALK^^"�_ F �`�....-EXIST.CONIC.
WALK