HomeMy WebLinkAbout451 Monroe Rd 18-4697 signPEAK Engineering& Construction Consulting, LIC Phone: (808) 264-7214 CERTIFICATION: To the best of my knowledge, I certify this analysis meets structural
P.O. Box 238121, Port Orange, FL 32123-8121 Email: dustin.dipersia@gmail.com requirements of: 2017 Florida Building Code, 6th Edition
LIMITAT ON: Valid or two signs, at specified ocation. In case of conflict, structure
Name: :Dynamic Aspects requirements, scope of work, and installer, mfg, owner responsibilities control.
Project:: ::Fedex Ground (Sanford) THIS SEAL FOR STRUCTURAL ONLY Printed Date: 11/26/2018
Description: :Fastener Design with Typical Details DUSTIN DIPERSIA, P.E. FL 77276 Drawn By: Dustin DiPersia, P.E.
Specifications::: 1. 2017 Florida Building Code, 6th Edition €8. ASTM 6053, 6061-T6 Structural Aluminum Tubing, Fy = 20 ksi min. CERTIFICATE OF AUTHORIZATION: 31287 Checked By: Dustin DiPersia, P.E.
2. ACI 318-08, ASCE 7-10 :9. ASTM A53, Grade B, Type E or S, Structural Piping, Fy = 35 ksi Special Notes:
:3. ASTM F1554 Grade 36, ASTM A307 Anchor Bolts, :10. Rebar, Grade 60 for #6 or Larger, Grade 40 for #5 or Smaller E 1.Sign Location: 451 Monroe Road,,
(Heavy Hex on Bottom, not "L" bolts, UNO) :11. ASTM A992 / A572 Grade 50 - Standard I -Beams, Fy = 50 ksi ,' g N, C) Sanford, FL 32771
:4. ASTM A36 Structural Steel :12. ASTM A307 Carbon Steel Bolts & Studs m 2. Column Specs: N/A
:5. ASTM A325 Connection Bolts, Snug Tight :13. ASTM C-920 Elastomeric Joint Sealant fs : 3. Fastener 1: 1/2" Thru Bolts
0 STATE 0 s
:6. ASTM A500 Grade B, Structural Steel Tubing, Fy = 46 ksi 4. Fastener 2: N/A
7. ASTM A449 Hex Cap Screws, Bolts & Studs, Steel, Heat �`'",A0 t1 D.`°�;
Treated, Fy = 120, 105,, 90 minimum
Signatur .
Date: 11/26/2018
Assumption: 1. Design Wind Speed, V„it = 140 mph Per 2017 FBC 6th Edition Wind Maps E123G
............................................................................................................................................................................................................................................. psi
2. Concrete Strength, f,' 3000 min. compressive strength
_ A NG
................................................... .........................................................................................................................................................................
0
TOP VIEW
1:3. Wind Loads Per= ASCE 7-10
:4. Wind Exposure= C Verify in Field PERMIT #
a) Z. = 900 ASCE 7-10, Table 26.9-1 Pg 256 r2
b) a = 9.5 ASCE 7-10, Table 26.9-1 Pg 256
c) Kd = 0.85 ASCE 7-10, Table 26.6-1 Pg 250
d) Gr°4"
= 0.85 ASCE 7-10, Section 26.9.1 Pg 254 € Y� `EC`'TC"
..120 ALUM14UM FAM M SE PAWED VMffE
........................................................................................................................................................................................................................................................
:5. Risk Category= II MRI = 900 years _- -3W ACRYUC A:'
CF 70APPt,IED , `alt' PAS FAX
a) I = 1.00 ASCE 7-10, For Category II Buildings,rsetFe&K
E
o21W SOWACE
....................................................................................... ...................................................................................... r- e_ �jS*WOUPwss ta7ROUND €x,x a
Area ft.................................................................z.....' Ground
6. Sign Dimensions = Height (ft) Width (ft) ( ) Each AreaT (ft j
a) Sign A = 5.00 11.67 58.33 1 58.33
b) Option 2 = 0.00 0.00 0.00 1 0.00 FRONT VIEW - SINGLE FACE INTERNALLY MIDE VIEW
c) Channel Letters 3 = 0.00 0.00 0.00 1 0.00 ILLUMINATED WALL SIGN
OFFICE
QJJ
Total Area = 58.33 ft2
..................................................................................................................................................................................................................................................
Unit Weight z --- "-
z Area (ft)
7. Sign Weight = (Ib/ft) Weight (lbs)���'"
tfSY"4=i.YgMaa Ylg Ai4$ 43&Trt3
ax
z
a) Sign A = 3.00 X 58.33 = 175.00
b) Option 2 = 3.00 X 0.00 ,-
/�S $�a•++ DA //,411,/J'4SGl On etIlreX. `%�%2 li4ear-
c) Channel Letters 3
0.00
= 3.00 Xt I��� �� ``��� le 14 ak �'' s�� sducr�c
F ^ �«f o F re pre /l 51�ra'G, AIX
Total Weight = 175.00 lbs I {�' �69 7 � arc -kms( S: K+'yc pr cc_6P,
{ q /�iv+ia/ /y `
Note: approximate weight(s) based on details shown. NOT TO SCALE DEC 13 ZolY , ujt'c 611 e+f Drawing Sheet S-1
5,t-77,7TT"iAj t rrf�t.nt.
PEAK Engineering a con coon Conswung, l
P.O. Box 238121, Port Orange, FL 32123-8121
Name: Dyna m ic Aspects
Project: Fedex Ground (Sanford)
Description: =Elevations and Additional Details
Specifications: 1. 2017 Florida Building Code, 6th Edition
Elevations:
2. ACI 318-08, ASCE 7-10
3. ASTM F1554 Grade 36, ASTM A307 Anchor Bolts,
(Heavy Hex on Bottom, not "L" bolts, UNO)
4. ASTM A36 Structural Steel
5. ASTM A325 Connection Bolts, Snug Tight
6. ASTM A500 Grade B, Structural Steel Tubing, Fy = 46 ksi
7. ASTM A449 Hex Cap Screws, Bolts & Studs, Steel, Heat
Treated, Fy = 120, 105, 90 minimum
Phone: (808) 264-7214
Email: dustin.dipersia@gmail.com
, W6146 Structural Aluminum Tubing, Fy = 20 ksi min
9. ASTM A53, Grade B, Type E or S, Structural Piping, Fy = 35 ksi
10. Rebar, Grade 60 for #6 or Larger, Grade 40 for #5 or Smaller
11. ASTM A992 / A572 Grade 50 - Standard I -Beams, Fy = 50 ksi
12. ASTM A307 Carbon Steel Bolts & Studs
13. ASTM C-920 Elastomeric Joint Sealant
E123G
XI TING IGNAGE
)FI
97
DEC r 3 2®/�
PROPOSED NEW E123G SIGNAGE
CERTIFICATION: To the best of my knowledge, I certify this analysis meets structural
requirements of: 2017 Florida Building Code, 6th Edition
LIRAITATI N: Va i or two signs, at s_p_e_c—jfReU location. In ca—se-ot ca—se—oconflict, structura
requirements, scope of work, and installer, mfg, owner responsibilities control
THIS SEAL FOR STRUCTURAL ONLY
Printed Date:
11/26/2018
DUSTIN DIPERSIA, P.E. 'FL 77276
Drawn By:
Dustin DiPersia, P.E.
CERTIFICATE OF AUT HY814A�TrION: 31287
Checked By:
Dustin DiPersia, P.E.
tt®� t-ee pr°���
®.+ v'�� °. .. ° ° rp ell
' C > �Sr�. ~s °°
Special Notes:
°`
1.Sign Location:
451 Monroe Road,
N0 77276 r
Sanford, FL 32771
2. Column Specs:
N/A
= p '• e` Q
•° STATE OF
3. Fastener 1:
1/2" Thru Bolts
:�' •'�,�®'
4. Fastener 2:
N/A
Signatur
Date: 11/26/2018
i
R NT VIEW - BACtC SECTION
al //'ttr, 46w,t u� asr a y,2, ar. VVII? !ill ' 4,,e4
¢ ai/flier leop`A 0.-1, s►
0 k c�py, W 4 1 f AP, re u�`rC cx�/'fa✓�t by
M
A25A:Ff!#,atiii ED€ACE
+ 9zsu.0 SrMPWeUt
SIDE VIEW - HACK SE TI N
go
NOT TO SCALE
p a 3. Fastener 1: 1/2" Thru Bolts
...........- ........................... ............. ................................................ ....................................................................... ..............................._...................................................................................._................................ Fastener 2
Analysis: �0` ST�,TE OF 4. ner . N/A
PEAK Engineering &ConSIr 00111Cans91hng,He Phone: (808) 264-7214
. CERTIFICATION: To the best of my knowledge, I certify this analysis meets structural
21.88'
F.O. Box 238121, Port Orange, FL 32123-8121 Email: dustin.di ersia@gmail.com
p
requirements of: 2017 Florida Building Code, 6th Edition
jNcuai IMUie5:
1.Sign Location: 451 Monroe Road,
Sanford, FL 32771
2. Column Snare N/A
0.00 0.00 0.00 0.00 0.00
EIMITA 1 : Va i or two signs, at specified ocation. In case of con ict, structura
Name: :Dynamic Aspects
0.00
requirements, scope of work, and installer, mfg, owner responsibilities control.
Project: 'Fedex Ground (Sanford)A
THIS SEAL FOR STRUCTURAL ONLY Printed Date: 11/26 /201$
Description: :Fastener Options
DUSTIN DIPERSIA, P.E. FL 77276 ]Drawn By: Dustin DiPersia, P.E.
Sign Specifications:: Weight Weight Per Maximum
Height (ft) Width (ft) Area (ft2)
Load CERTIFICATE OF AUT)�OIR Z.,TION: 31287 Checked B Dustin DiPersia P.E.
(Ibs) Letter (lbs) Per Bol
R'r;Q� �___:_� w _Y__
(lbs) $' - EF
p a 3. Fastener 1: 1/2" Thru Bolts
...........- ........................... ............. ................................................ ....................................................................... ..............................._...................................................................................._................................ Fastener 2
Analysis: �0` ST�,TE OF 4. ner . N/A
a) Sign A =
b) Option 2 =
c) Channel Letters 3 =
5.00 11.67 58.33 175.001 175.00
21.88'
C E �% �t� baa
ivo NO 77276
jNcuai IMUie5:
1.Sign Location: 451 Monroe Road,
Sanford, FL 32771
2. Column Snare N/A
0.00 0.00 0.00 0.00 0.00
0-00
0.00 0.00 0:00 0.0010.00
0.00
p a 3. Fastener 1: 1/2" Thru Bolts
...........- ........................... ............. ................................................ ....................................................................... ..............................._...................................................................................._................................ Fastener 2
Analysis: �0` ST�,TE OF 4. ner . N/A
IUN WJTH ,47
:Note: Refer to Drawing Sheet S-3 for "Typical Fasteners and Wall Type Options"
NOT TO SCALE Drawing Sheet S-2
Wall
Allowable
Minimum
Fastener Type
Construction
Load (Ibs)
Number of
Minimum Spacing of Fasteners
Per BOIL
Fasteners
brick,
1/2" Non -Corrosive Thru
Concrete, Stud
500
As Shown
Bolt A307 -Preferred
(
w/ 2X4 Backer
Sign To Have Fasteners As Show
i Or
Method)
oSB, Plywood,
100
As Shown
Change in Geometric Shape (For Ir
egular
Stud w/ OSB
Shaped Signs)
3/8" LAG with Simpson
CMU
250
As Shown
SMSA37 (Or Equal)
AND
Concrete
585
As Shown
1/4" Simpson SDS with 2"
SPF
240
As Shown
Threaded Penetration
SYD
345
As Shown
3/8"
Wallboard55
As Shown
1/4" Toggler Bolt
Wallboard
60
As Shown
1 Fastener Per N/A ft2 of Net Letter
Area (I
CMU (1-1/4"
150
As Shown
in each corner)
1/4 Simpson Titen or
Embed. Depth)
Tapcon
Concrete (1-1/2"
Embed. Depth)
365
As Shown
Steel Member
(20 ga)
324
As Shown
#10 Sheet Metal Screws
Steel Member
(18 ga)
397
As Shown
#12 -14 Buildex Drilling
CFS Stud (18 ga -
Sheet Metal Screws
0.043")
100
As Shown
#12 Wood Screw or Sheet
5/8" OSB or
Metal Screw
Plywood
77
N/A
Sheathing
CMU / Brick,
1/4" Aluminum Pins -ASTM
Concrete, Stud
500
AS Shown
w/ 2x4 Backer
6053, 6061
OSB, Plywood,
Stud w/ OSB
100
As Shown
Minimum of N/A Fasteners Per Letter
Aprox As Shown.
5/8" OSB or
#14 Wood Screw
Plywood
175
N/A
Sheathing
3/8 Non -Corrosive Wedge
Concrete (1-1/2"
Anchors Embed.
Depth)
306
As Shown
IUN WJTH ,47
:Note: Refer to Drawing Sheet S-3 for "Typical Fasteners and Wall Type Options"
NOT TO SCALE Drawing Sheet S-2
F&KEnginooring a ConStra ion Co icing, LLC
Phone: (808) 264-7214
-
CERTIFICATION: To the best of my knowledge, I certify this analysis meets structural
P.O. Box 238121, Port Orange, FL 32123-8121
Email: dustin.dipersia@gmail.com
requirements of: 2017 Florida Building Code, 6th Edition
i.:
LIMITATION: Valia Tor two signs, at specifiea location. In case of conflict, structure
Name: Dynamic Aspects
requirements, scope of work, and installer, mfg, owner responsibilities control.
Project: :Fedex Ground (Sanford)
7
o..�
E`
THIS SEAL FOR STRUCTURAL ONLY Printed Date: 11 2
16/2018
Description: -Fastener Typical Details
DUSTIN DIPERSIA,n P.E. FL 77276 Drawn By: Dustin DiPersia, P.E.
Sign Specifications:
Height (ft)
Weight Weight Per
Width (ft) Area (ft2)
CERTIFICATE OF AUTHORIZATION: 31287 Checked By: Dustin DiPersia, P.E.
(Ibs) Letter (Ibs)
Special Notes:
a) Sign A = 5.00
11.67 58.33 175.00 175.00
1.Sign Location: 451 Monroe Road,
b) Option 2 = 0.00
0.00 0.00 0.00 0.00°i
y;
`
" Sanford, FL 32771
c) Channel Letters 3 = 0.00
0.00 0.00 0.00 0.00
2. Column Specs: N/A
_ATE 3. Fastener 1: 1/2" Thru Bolts
4. Fastener 2: N/A
JI
Signature:
Date: 11/26/2018
Details: = TYPICAL FASTENERS AND WALL TYPE OPTIONS
TYPICAL SIGN SECTION
Thru Bolt
Toggle Bolt
m .
SDS Screws
- WALL Cit OF SIGN
CONCRETE
CMU
1`101 t t t4.'.�
D FRAME
i,
CABINET F4
0 INET F
IrIIJT WASHER SICIwI FACE FRAMES
O CLIP
CLI#
DESIGNED BY OTHERS
�
w
r WASHER ON
CABINET i
OR II'
--- FASTENER INTO WALL MOUNTED FLUSH
TO
W
I WAI.I
2 MIN. THREAD
WALL
6
p
PENETRATIONJ
WOOD
FASTENER THI U —
Q
o
STEEL FRAME
I NATE.
SPACER LACK OF SICK OABINET
CABINET FRAME
STEL FRAME SDS MUST BE IN THE
I lay OF ItsIRI SEE TABLE)
WALL
OR CL.II
GA I T F E I ITI STI ?
y
2x4 ..
OR C LIP
...
..
ON BACK OF WALL
7116, OSIS, MIN
L N 12" IIIA
ER
w
FASTENER INTO WALL �<Rst
WITH SPACER
Expansion Shield
Aluminum Pin ,Simpson Titers Or
Note: 1. Sign may be attached directly to wall if a spacer is not necessary. The spacer is shown in
Tapson
the event electrical wiring needs to be attached to the sign through the backside.
000 PSI
CMU OR CONC I 's =
CONGRETE
CABINET FRAME
CABINET FRAME
OR CLIP
OR CLIP
MU 1 ti' EMBED,
2 112" EMBED_
DEPTHOR
DEPTH
�._y CONCRETE 112"
�.
EMBED. DEPTH
Drawing Sheet S-3