HomeMy WebLinkAbout2100 WP BALL BLVD (A) 18-4253 SIGNl 3
ga_� CAV)
PEAK Engineering & Construction Consulting, LLC
Phone: (808) 264-7214t„
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
All tdmcari 10 best- tevYebie palmed PMS 540 Dark Blue
RETURNS:
_
r ; ^
LIMITATION: Valid for two 2 signs, at specified location. In case of conflict, structure
requirements, scope of work, and installer, mfg, owner responsibilities control.
Name: ::Dynamic Aspects
Project: :Spectrum (Sanford)
ILLUMINATION:
White LED's(71 nQie ad isgfiredby manufacturer -POWER SUPPLIES
THIS SEAL FOR STRUCTURAL ONLY
DUSTIN DIPERSIA, P.E. FL 77276
CERTIFICATE OF AUTHORIZATION: 31287
Printed Date:
Drawn By:
Checked By:
10/9/2018
Dustin DiPersia, P.E.
Dustin DiPersia, P.E.
Description: :Fastener Design with Typical Details
Specifications::: 1. 2017 Florida Building Code, 6th Edition 8. ASTM 6053, 6061-T6 Structural Aluminum Tubing, Fy = 20 ksi min.
`2. ACI 318-08, ASCE 7-10
:9. ASTM A53, Grade B, Type E or S, Structural Piping, Fy = 35 ksi
Special Notes:
QUANTITY:
3. ASTM F1554 Grade 36, ASTM A307 Anchor Bolts,
:10. Rebar, Grade 60 for #6 or Larger, Grade 40 for #5 or Smaller
4`'�t,��if°°►�►�',
``e�% ��t\ t..e• D,'o�Itt
1.Sign Location:
2011 WP Ball Blvd.,
" "
(Heavy Hexon Bottom, not L bolts, UNO)
:11. ASTM A992 / A572 Grade 50 -Standard I -Beams, Fy = 50 ksi
�� ��`r��� C'�' ;��c�®�
Sanford FL 32771
:4. ASTM A36 Structural Steel
:12. ASTM A307 Carbon Steel Bolts & Studs
�.
% N � 276 �'=
,
2. Column Specs:
N/A
:5. ASTM A325 Connection Bolts, Snug Tight
:13. ASTM C-920 Elastomeric Joint Sealant
*
3. Fastener 1:
1/4" Thru Bolts
:6. ASTM A500 Grade B, Structural Steel Tubing, Fy - 46 ksi
=
- STATE OF 4tu
4. Fastener 2:
3/8" Lag Bolts
:7. ASTM A449 Hex Cap Screws, Bolts & Studs, Steel, Heat
e
Treated, Fy = 120, 105, 90 minimum
'a; �, ,� ..�' c %
Signatur
Date: 10/9/2018
Assumption: :1. Design Wind Speed, V"it = 140 mph Per 2017 FBC 6th Edition Wind Maps
.......................................................................... ..............................................................................................
2. Concrete Strength, f,' = 3000 psi min. compressive strength
..............................................................................................................................................................................................................
3. Wind Loads Per= ASCE 7-10
............................................................................
4. Wind Exposure = C Verify in Field
a) Z. = 900 ASCE 7-10, Table 26.9-1 Pg 256
b) ct = 9.5 ASCE 7-10, Table 26.9-1 Pg 256
c) Kid = 0.85 ASCE 7-10, Table 26.6-1 Pg 250
d) Gf = 0.85 ASCE 7-10, Section 26.9.1 Pg 254
...........................................................................................................................................................................................................
5. Risk Category= II MRI = 900 years
a) I= 1.00 ASCE 7-10, For Category II Buildings
.....................................................................................................................................................................................................................
6. Sign Dimensions = Height (ft) Width (ft) Area (ftr) Each
a) Sign A = 14.08 2.33 32.86 1
b) Option 2 = 0.00 0.00 0.00 1
c) Channel Letters 3 = 0.00 0.00 0.00 1
7. Sign Weight=
.............................................................
Unit Weight
(Ib/ftz)
a) Sign A = 3.00 X
b) Option 2 = 3.00 X
c) Channel Letters 3 = 3.00 X
Note: approximate weight(s) based on details shown.
Total Area =
Area (ft)
32.86 =
Total Weight =
Areal (ft`)
32.i
0.(
0.(
32.86 f
Weight (Ibs)
98.
0.
0.
98.581
SPECTRUM FACES:
3116' #2406 Wit+.,e acrylic with Surface applied custom printed
Charter Dark Blue dice coerftlm; to -illuminate White at night
PLAY BUTTON FACE:
3116" #2406 Whiteaorylio: with surface applied trans, Process Blue
vinyl overlay'
TRIM CAP:
All tdmcari 10 best- tevYebie palmed PMS 540 Dark Blue
RETURNS:
.040 alum. 5` deep alum. returns
ALL returns painted PMS 54 Dark Blue.
BACKS:
.063 aluminum backs- Insides pre-tnonledwhite
ILLUMINATION:
White LED's(71 nQie ad isgfiredby manufacturer -POWER SUPPLIES
HOUSED WITHIN RACEWAY
INSTALL:
8" x 8" standard raceway moulded to comain all elactrcal
components; Painted to match wag surface
Tara batted flush to wall surface using mlo %'8" all trueadceneners
with wodd blocking as required.
QUANTITY:
�') ONE (ade.setrend#ed €tir
NOT TO SCALE
lit' I`b-42.53
fii, B I P4U k a u. F �.__921 �4-
JFFICE
ALL PANT.FORSHESTO BE HIGH GLOSS
UNLESS OTHERWISE SPEGIFIEW
Based on 34 linear feet of building length, ok to
install one 41.63 square foot "Spectrum" wall
sign as shown on plan. Any additional signage
on canopy, wall or window shall require
approval by City of Sanford Planning
Department.
eet S-1
(PEAK Engineering & Construction Consulting, I
P.O. Box 238121, Port Orange, FL 32123-8121
Name: _Dynamic Aspects
Project: Spectrum (Sanford)
Description: Elevations
Specifications:- 1. 2017 Florida Building Code, 6th Edition
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
(Elevations:
Phone: (808) 264-7214
Email: dustin.dipersia@gmail.com
M 6053, 6061-T6 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
CERTIFICATION: To the best of my knowledge, I certify this analysis meets structural
requirements of: 2017 Florida Building Code, 6th Edition
LIMITATION: Valid for two 2 signs, at specified ocation. In case of conflict, structura
requirements, scope of work, and installer, mfg, owner responsibilities control.
THIS SEAL FOR STRUCTURAL ONLY
Printed Date:
10/9/2018
DUSTIN DIPERSIA, P.E. FL 77276
Drawn By:
Dustin DiPersia, P.E.
CERTIFICATE OF16yT RRIZATION: 31287
Checked By:
Dustin DiPersia, P.E.
Lee
.... ��A�i,
s
Special Notes:
,0
E N��.;"s,�'.,a
1.Sign Location:
2011 WP Ball Blvd.,
No 77276 e
Sanford, FL 32771
*
2. Column Specs:
N/A
j'e =
STATE OF �Q
3. Fastener 1:
1/4" Thru Bolts
T•, �� wr
4. Fastener 2:
3/8" Lag Bolts
dr�itaa�3et►o4'
Signature
Date: 10/9/2018
C',If 145-425
RROVL
r
SCJ-2Q-ltfj
Based on 34 linear feet of building length, ok to
install one 41.63 square foot "Spectrum" wall
sign as shown on plan. Any additional signage
on canopy, wall or window shall require
approval by City of Sanford Planning
Department.
NOT TO SCALE
Drawing Sheet S-2
PEAK Engineering & 00051irueaun "Nou...N
:).0. Box 238121, Port Orange, FL 32123-8121
Name: :Dynamic Aspects
Project: 'Spectrum (Sanford)
Description: :Fastener Options
(Sign Specifications::
a) Sign A =
b) Option 2 =
c) Channel Letters 3 =
Phone: (808) 264-7214
Email: dustin.dipersia@gmail.com
Height (ft) Width (ft) Area (ft2)
E2q233 32.
0. 0.00 0.
Weight Weight Per Maximum Load
(Ibs) Letter (lbs) Per Bolt (lbs)
98.58 10.95 8.22
0.00 0.00 0.00
0.00 0.00 0.00
..................................
nalysis:
Allowable
Minimum
Weight
Weight Per
Wall Load (lbs)
Number of
Minimum Spacing of Fasteners
Fastener Type
Construction Per Bolt
Fasteners
2.33
1/4" Non -Corrosive Thru
Concrete, Stud
w/ Zx4 Backer
500
As Shown
Sign To Have Fasteners As Shown Or
Bolt A307 - Fastener 1
0.00
0.00
0.00
Change in Geometric Shape (For Irregular
(Preferred Method)
stud Plywood,
100
As Shown
Shaped Signs)
BACK CZi € OAEiId
stud w/ ose
IN THE
WALL
(SEE TA81-11,
SMSA37 (Or Equal) CMV
250
As Shown
3/8" LAG with Simpson
Fastener 2 (Preferred Method)
Concrete
585
As Shown
AND
��
1/4 Simpson SDS with 2
SPF
240
As Shown
Threaded Penetration
SYD
345
As Shown
Note: 1. Sign may be attached directly to wall
if a spacer is not necessary.
t rou
3/8"
55
As Shown
be attached to the sign g
Wallboard
1/4" Toggler Bolt
1/2"
60
As Shown
Per N/A ft2 of Net Letter Area (I
Wallboard
1 Fastener
in each corner)
CMU (1-1/4"
150
As Shown
1/4 Simpson Titen or
Embed. Depth)
Tapcon
Concrete (1-1/2"
365
As Shown
Embed. Depth)
steel Member
324
As Shown
(20 ga)
#10 Sheet Metal Screws
Steel Member
397
As Shown
(18 ga)
#12 -14 Buildex Drilling
cFs stud (18 ga -
100
As Shown
Sheet Metal Screws
0.043")
#12 Wood Screw or Sheet
5/8" oSB or
Plywood
77
N/A
Metal Screw
Sheathing
CMU / Brick,
Concrete, Stud
500
As Shown
1/4 Aluminum Pins - ASTM w/ 2X4 Backer
6053, 6061
OSB, Plywood,
100
As Shown
Minimum of N/A Fasteners Per Letter
stud wl OSB
Aprox As Shown.
5/8" OSB or
Plywood
175
N/A
#14 Wood Screw
Sheathing
3/8 Non -Corrosive Wedge Concrete (1-1/2"
306
As Shown
Anchors - Preferred
Embed. Depth)
Note: Refer to Drawing Sheet S-4 for "Typical Fasteners and Wall Type Options"
PEAK Engineering & clDnstfueuuu vuuauluuy,
P.O. Box 238121, Port Orange, FL 32123-8121
Name: -Dynamic Aspects
Project: Spectrum (Sanford)
Description: Fastener Typical Detai
Sign Specifications:
Details:
a) Sign A =
b) Option 2 =
c) Channel Letters 3 =
Thru Bolt
Phone: (808) 264-7214
Email: dustin.dipersia@gmail.com
-mDlroi FASTENERS AND WALL TYPE OPTION
c,ONCRETE
O, CULF
CABINET FRAME
OR LIV
WASHES ON
BACK OF VAt..f_.,
ST ,,f:RAW-
CASINE1 E
OR C«I.,,I
2x4 SACak
ON BAGK OF WAU
Expansion Shield
Toggle Bolt
CA E T FRAME
OR CtIP
Aluminum Pin ,Simpson Titen Or
Tapcon
O Lf 1 1/4A EMBED
Dv f on
CERTIFICATION: To the best of my knowledge, I certify this analysis meets structural
requirements of: 2017 Florida Building Code, 6th Edition
LIMITATION: Valid or two 2 signs, at speci ie location. Incase c con ict, structura
requirements, scope of work, and installer, mfg, owner responsibilitiesontrol018
THIS SEAL FOR STRUCTURAL ONLY Printed Date:
DUSTIN DIPERSIA, P.E. FL 77276 Drawn By:
Dustin DiPersia, P.E.
CERTIFICATE OF AUTHORIZATION: 31287 Checked By: Dustin DiPersia, P.E.
NNlJtttte+iastfetl Special Notes:
ANN Lee• pjp ",s, 1.Sign Location: 2011 WP Ball Blvd.,
�.`' S<\ •' G E N ' Orsi ,®i Sanford, FL 32771
2. Column Specs: N/A
No 77276
3. Fastener 1: 1/4" Thru Bolts
* 4. Fastener 2: 3/8" Lag Bolts
4�
Signature: °°+ga+rtsge
Date: 10/9/2018
Fastener 1: 1/4" Diameter Non -Corrosive Thru Bolts (Or Equivalent).
Fastener 2: 3/8" Diameter Non -Corrosive Lag Bolts (Or Equivalent).
A}zilnf�ti€�Tanrrts '. gy.> 2�d"�14 `di...
Trina Gap
-1`6
4
{�' ac' Based on 34 linear feet of building length, ok to
_ trum" wall
install one 41.63 square foot "Spec
aF iadditional signage
sign as shown on plan. Any
on canopy, wall or window shall require
- i_E€}iii Cit of Sanford Planning
approval by Y
fiaF"4 ni#ias;
6'"_izj'holes IA' a"} De artment.
p
C
t�
E
_J
A
NOT TO SCALE
To the best of my knowledge, I certify this analysis meets structural
CERTIFICATION:
Weight
Weight Per
Height (ft)
Width (ft)
Area (ft2)
(lbs)
Letter (lbs)
14.08
2.33
32.86
98.58
10.95
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
; 0.0c
-mDlroi FASTENERS AND WALL TYPE OPTION
c,ONCRETE
O, CULF
CABINET FRAME
OR LIV
WASHES ON
BACK OF VAt..f_.,
ST ,,f:RAW-
CASINE1 E
OR C«I.,,I
2x4 SACak
ON BAGK OF WAU
Expansion Shield
Toggle Bolt
CA E T FRAME
OR CtIP
Aluminum Pin ,Simpson Titen Or
Tapcon
O Lf 1 1/4A EMBED
Dv f on
CERTIFICATION: To the best of my knowledge, I certify this analysis meets structural
requirements of: 2017 Florida Building Code, 6th Edition
LIMITATION: Valid or two 2 signs, at speci ie location. Incase c con ict, structura
requirements, scope of work, and installer, mfg, owner responsibilitiesontrol018
THIS SEAL FOR STRUCTURAL ONLY Printed Date:
DUSTIN DIPERSIA, P.E. FL 77276 Drawn By:
Dustin DiPersia, P.E.
CERTIFICATE OF AUTHORIZATION: 31287 Checked By: Dustin DiPersia, P.E.
NNlJtttte+iastfetl Special Notes:
ANN Lee• pjp ",s, 1.Sign Location: 2011 WP Ball Blvd.,
�.`' S<\ •' G E N ' Orsi ,®i Sanford, FL 32771
2. Column Specs: N/A
No 77276
3. Fastener 1: 1/4" Thru Bolts
* 4. Fastener 2: 3/8" Lag Bolts
4�
Signature: °°+ga+rtsge
Date: 10/9/2018
Fastener 1: 1/4" Diameter Non -Corrosive Thru Bolts (Or Equivalent).
Fastener 2: 3/8" Diameter Non -Corrosive Lag Bolts (Or Equivalent).
A}zilnf�ti€�Tanrrts '. gy.> 2�d"�14 `di...
Trina Gap
-1`6
4
{�' ac' Based on 34 linear feet of building length, ok to
_ trum" wall
install one 41.63 square foot "Spec
aF iadditional signage
sign as shown on plan. Any
on canopy, wall or window shall require
- i_E€}iii Cit of Sanford Planning
approval by Y
fiaF"4 ni#ias;
6'"_izj'holes IA' a"} De artment.
p
C
t�
E
_J
A
NOT TO SCALE
To the best of my knowledge, I certify this analysis meets structural
CERTIFICATION:
requirements of: 2017 Florida Building Code,
6th Edition
structure
LIMITATION: Valid for two 2 signs, at
location. In case o c';';`lflict,
scope of work, and installer, mfg,
owner responsibilities control.
requirements,
THIS SEAL FOR STRUCTURAL ONLY
Printed Date: 10/9/2018
DUSTIN DIPERSIA, P.E. FL 77276
Drawn BY: Dustin DiPersia, P.E.
CERTIFICATE OF Z�µ�,"9&ZATION: 31287
Checked By: Dustin DiPersia, P.E.
Lee
�NNe�tN
special Special Notes:
1.Sign Location: 2011 WP Ball Blvd.,
.-;G'E`,V ,rsl�°e,�e
Sanford, FL 32771
No 77276
:• * ®
2. Column Specs: N/A
*
3. Fastener 1: 1/4" Thru Bolts
'
`. STATE OF ••
4. Fastener 2: 3/8" Lag Bolts
A • ��
BACK CZi € OAEiId
N
IN THE
WALL
(SEE TA81-11,
.o
STUD
I
Signature;
Date: 10/9/2018
TYPICAL SIGN SECTION
SDS Screws
y yg AC: IN
SIGN, FAO E & FRAMES
cARINET FRAME
rT WA
DIESIGNEO By 0TWERS
'A"
OR CLIP
FASTENER O'AL .
froFLUSH
TO WALL
SIN» T
AI
BACK CZi € OAEiId
IN THE
WALL
(SEE TA81-11,
.o
STUD
I
12' MAX
i NUT & WASHER
FASTENER WTO WALL
V.i
Note: 1. Sign may be attached directly to wall
if a spacer is not necessary.
t rou
e spacer is sh(
h the backside
the event electrical wiring needs to
be attached to the sign g
eet 5