HomeMy WebLinkAboutPLANSAk* r
O
Scope of Work
Don Bell Signs to remove a 0.1oard:
(1) etisting sets of FCO loge a letters.
as shown.
CBS to patch 8 paM area behind logo
& lehe.
Dan Ben Signs to fabdmte d inslall:
(1) new sets of FCO logo a letters, as.
shown.
Notate):
All harthvere W be norKortosivo:
5�
sne•aa rmmaaea
aaOvoeEs oFemsemWoaegtme
okmeemnuw
>mAra eD. '
fmrt. pa heleq
trnm,e:moaeGn) _�,
-- rwl.enrs
— FCO late:s
End Vi
i
I
Pv fttnibn Mot----
CaneA]SaFweMeeFn
fbtrH: vassarclpo:na, A•aordenwW leWis
Abma: meth keen �•
r
Sheraton'
PGA VACATION RESORT
v,
Eleven on of FCD 414" AlUml 19M Loners S L000
Note: Leaves in logo to be cut out individually < \% 500't -IQ
of 1/4'alum. & flush mid. to l/8'alum. shaped _' `l 41)Required
back panel. Backer panel ptd to match wall. FArole . /4.8 sq. N.
court3 0.
PM AD lCimoBle 16tlft,
m my
.. Algnt NW neeneuNwl Wemmon
V sae 5nM10 �1931Fa50olaY
SHERATON
PGA
RESORT
oteaao �00,226
m 5.5.17
i.."w, M. De Bolt
e9 ❑ 277 Volt
SHEET 1
Shemmn PGA Resort
1102Cw-ft a W_yry
S8enn Ce Iieje FL
_Dieno_Grweermen_
-��Nw
rm�� IA�b91ar C�8_18
MPiM1• ELECTIBC BY OTHERS.
DON BELL
r.
(O9NCFALEDFASIENERSORATTAOHMNTS ����
'g RESPONSIBILITY OF THE Copy
MW.Tg.OTOR OF R.ECOR)
PEAK Engineering a Constroetlon ConsWtlng, E
P.O. Box 238121, Port Orange, FL 32123-8121
Name:
PGA Resort -1700226
Design with Typical DI
1. 2014 Florida Building Code, 5th 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
1. Design Wind Speed, VBIt=
2. Concrete Strength, fc _
3. Wind Loads Per=
sure =
a) Z. =
b) a=
c) Kd=
d) Gf=
5. Risk Category=
a) 1=
6. Sign Dimensions =
a) Sign 1 Logo =
b) Sign 1 Large =
c) Sign 1 Small =
d) Wall Sign4=
Sign Weight=
a) Sign 1 Logo =
b) Sign 1 Large =
c) Sign 1 Small =
d) Wall Sign 4 =
Note: approximate
Phone: (808) 264-7214 CERTIFICATION: To the best of my knowledge, I certify this analysis meets stru
Email: dustin.dipersia@gmail.com requirements of: 2014 Florida Building Code, 5th Edition
i LIMITATION: Valid or one sign, at specified ocation. In case of conflict, struct
A C A Sdr requirements, scope of work, and installer, mfg, owner responsibilities control.
ASTM A53, Grade B, Type E or S, Structural Piping, Fy = 35 ksi
Rebar, Grade 60 for #6 or Larger, Grade 40 for #5 or Smaller
ASTM A992 / A572 Grade 50 - Standard I -Beams, Fy = 50 ksi
ASTM A307 Carbon Steel Bolts & Studs
ASTM C-920 Elastomeric Joint Sealant
Digital Signatures (F.A.C. 61G15-23.004): This item has been electronically
signed and sealed by Dustin DiPersia, PE. On 07/10/2017 using a Digital Signature.
Printed copies of this document are not considered signed and sealed and the
signature must be verified on any electronic copies.
160 mph Per 2014 FBC Wind Maps
3000 psi min. compressive strength
ASCE 7-10
7-10, Table 26.9-1 Pg 256
7-10, Table 26.9-1 Pg 256
7-10, Table 26.6-1 Pg 250
7-10, Section 26.9.1 Pg 254
II MRI = 900 years
1.00 ASCE 7-10, For Category II Buildings
Height (ft) Width (ft) Area
1.92
1.92
1.92
4.75
0.73
4.75
0.00
0.00
tt) Each
3.67 1
9.10 1
3.46 1
0.00 1
0.00 Total Area =
Unit Weight
(lb/ft2) Area (ft)
3.00 X
3.00 X
3.00 X
3.00 X
Total Weight =
ght(s) based on details shown.
Areal W)
3.67
9.10
3.46
0.00
16.24 ft2
Weight (lbs)
48.72
FI
'Bcaw or wen,
Ibn B eu signs m •emme n airam:
.v)v v tivq .eb d FfA I VP n IeBnv.
tvm.
BBS mpeW nDau'Imea CelJM lags
a muem
tmn am son,m ramnama irmfa¢
11) rcw seb of FCO mpo a letlen, n
N.f.):
All"N .m b mnrane.H.
TO
DUSTIN DIPERSIA, P.E. FL 77276
CERTIFICATE OF %AkhllI 6RlFATj2N: 31287
N%% K�� Lee %p���i�
5
�o� Q?.•�� G E N
. No 77276
%�'• 6TATE OF :'t4C
gnature: '`,�'�S%�NAI �N1e`•
Date: 7/17/2017
ao�e
SCANNED
BY
St. Lucie Couray
Note: Leann In logo to be w out aMMdua ly
oft/4-alum&flush mod. to 1/8•alum. shaped
back panel. Bader pam4 ptd no tretd, waIL
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
IMY BE NECESSARY IN ORDER TO
COLIPLV YdffH FYuS. APPLICM E COLES,
� ttol,uv
r�m.rn...
,Nr,:.anm, ram. e.e.asac
wmmm
.m....,a m.....n., mm�
om.wm.mm.xs...a
Printed Date: 7/17/2017
Drawn By: Dustin DiPersia, P.E.
Checked By: Dustin DiPersia, P.E.
Special Notes:
iign Location: 8702 Champions Way,
rt St. Lucie, FL 34986
Column Specs: N/A
Fastener 1: 3/16" All Threaded Studs
Fastener 2: N/A
byCIRm N..
e.e, �sorw r.m.�m
arc re. a.+a"n0. tr a ue man.m
.m.c mee,sm.
5•
419'
ieraton l=l=
VACATION ----- -- --- RESORT - I
-----------
EMetmelcroyPG vm �.amad Leoe
nl B.gaimd
14A eq n.
C,r. Lk L IY. I✓,/Uila Y nUU'�'1I'a 1-117151V11
RFVNEW00 FOR C CE
REVIEWE
DATE 9fly)
rL.kNS AND PERU IIT MUST BE KEPT ON JOD
0R NC YEN cnrCT10N W1LL EE M' ' E.
0KE1111911111eedngaBonsUnflonConsoltl11111011,LLC Phone: (808) 264-7214
3.0. Box 238121, Port Orange, FL 32123-8121 Email: dustin.dipersia@gmail.com
lame: Don Bell
project: Sheraton PGA Resort -1700226 (Sign 1)
3escription: Fastener Options
iign Specifications: Weight Load Per
Height (ft) Width (ft) Area (ft2)
(Ibs) Bolt (Ibs)
a) Sign 1 Logo =
b) Sign 1 Large =
c) Sign 1 Small =
d) Wall Sign 4 =
Fastener Type
1.92
1.921
3.67
11.02
11.02
1.92
4.75
9.10
27.31
3.41
0.73
4.75
3.46
10.39
0.61
0.00
0.001
0.00
0.00
0.00
Wall Allowable Minimum
Construction
Load „ Per Number of Minimum Spacing of Fasteners
Non -Corrosive Thru]0jSB,
A307 (Preferred
hod)
concrete, xua
wl2X4 Backer
500
As Shown
Letters: Attach Channel Letters To
Existing Sign w/ Fasteners As Shown
Evenly Spaced Top & Bottom
AND
lywood,
/ OSB
100
AsShown
LAG with Simpson
A37 (Or Equal)
250
AsShown
re a
585
AsShown
imoson SOS with 2"Threade
240
As Shown
Toggle Bolt
Simpson Titen or
'All Threaded Bolts
Powers AC100+
erred Method)
s AC100+Gold Adhesive
Wedge Anchors
Aluminum Pins -AS
. 6061 with Powers
or
(1-1/4"
d. Depth)
'ete (1-1/2
!d. Depth)
!d. Depth)
ete (1-1/4
.d. Depth)
'ete (2-3/8
d. Depth)
'ete (1-1/2
d. Depth)
rete, Stud
(4 Backer
Plywood,
w/ OSB
Refer to Drawing Sheet S-3 for
210 1 As Shown
150
++
As Shown
1 Fastener Per N/A ft1 of Net Letter Area (I
in each corner)
Sign To Have One Fastener In Each Corner
Or Change in Geometric Shape (For
Irregular Shaped Signs)
365
As Shown
135
As Shown
270
As Shown
500
As Shown
420
As Shown
500
As Shown
100
As Shown
Fasteners and Wall Type Options"
Fate Copy
CERTIFICATION: To the best of my knowledge, I certify this analysis meets structural
requirements of: 2014 Florida Building Code, 5th Edition
LIMITATION: Valid or one sign, at specified ocation. In case of conflict, structural
requirements, scope of work, and installer, mfg, owner responsibilities control.
THIS SEAL FOR STRUCTURAL ONLY
Printed Date: 7/17/2017
®
DUSTIN DIPERSIA, P.E. FL 77276
CERTIFICATE OF A T` 4jjF,3/;,TJRN: 31287
Drawn By: Dustin DiPersia, P.E.
Checked By: Dustin DiPersia, P.E.
S%M. Lee D/pe a�
Special Notes:
E �jsf����
1.Sign Location: 8702 Champions Way,
No 77276
Port St. Lucie, FL 34986
2. Column Specs: N/A
'
3. Fastener 1: 3/16" All Threaded Studs
STATE OF : ��Z
4. Fastener 2: N/A
Date:
T6"
�J
Sheraton:i-.I;i
v1�V ;Screws GA VACATION RESORT I
-____•_.�eQ. Per Letter
O 3/16" All Threaded Studs (Or Eqivalent). Fill Drill Holes with Construction Grade Epoxy.
St6neyerieer'o4ef:CMu -
3/16" dia,: non -corrosive:
all-fhrea4i tuds-w/.
conslrucfion grede.
s1ri on. 0 6dhesnre/
sealant, typ.
,(rnin.4_par letter)
(2" mirL embed depth)
Logo
FCO Lefters
FCO Letters
NOT TO SCALE
File Copy
PEAK Engineering a ConswCCon Consoiling, L
P.O. Box 238121, Port Orange, FL 32123-8121
me:
(Details:
Don Bell
Sheraton PGA Resort -1700226 (Sign 1)
ns: IHeight (ft) Width (ft) Area (ft2)
a) Sign 1 Logo =
b) Sign 1 Large =
c) Sign 1 Small =
d) Wall Sign 4 =
Phone: (808) 264-7214
Email: dustin.dipersia@gmail.com
Jeight Weight Per
(Ibs) Letter (lbs)
1.92
1.921
3.671
11.021
11.02
1.92
4.751
9.101
27.311
3.41
0.73
4.751
3.461
10.391
0.61
0.00
0.001
0.001
0.001
0.00
TYPICAL FASTENERS AND WALL TYPE OPTIONS
3sa Thru Bolt
"
C;ABINETT: FRAME
dreCUIX
e Expansion Shield
3000 PSI.
=CONCRETE
CABINET FRAME
OR i 6001
2 W1 EMBED.
DEPTH.t4
'
e Toggle Bolt
FRM. EI
MIN.
a' Aluminum Pin ,Simpson Titen
OrTapcon
CMU OR CONCRETE
:CMU 1 1/4" EMBED.
DEPTH OR '
•CONCRETE 1 1/2'
EMBED, DEPTH
aSIDS Screws
N: To the best of my
of., 2014 Florida Buili
scope of work, and installer,
DUSTIN DIPERSIA, P.E. FL 77276
CERTIFICATE OF AUTHORIZATION: 31287
,`"Lee 1r°°°0°.
CENS3P
No 77276 '
-o
0. STATE Or
��°�✓SiO
,.nature: fVAt
Date: 7/17/2017
Sth Edition
ocation. In case
g, owner resp
Printed Date:
Drawn By:
meets
ibilities control.
7/17/2017
Dustin DiPersia, P.E.
Dustin DiPersia, P.E.
Special Notes:
1.Sign Location: 8702 Champions Way,
Port St. Lucie, FL 34986
2. Column Specs: N/A
3. Fastener 1: 3/16" All Threaded Studs
4. Fastener 2: N/A
TYPICAL SIGN SECTION
WT ER NTO WALL R
WITH SPACER
I
12" MAX
DEPTH
VARIES.
— -- —— Notes: I. -Sign may be attached directly to wall if a spacer is not necessary. The spacer is shown
in the event electrical wiring needs to be attached to the sign through the backside.
2. Digital Signatures (F.A.C. 61G15-23.004): This item has been electronically signed and
sealed by Dustin DiPersia, PE. On 07/10/2017 using a Digital Signature. Printed -copies
of this document are not considered signed and sealed and the signature must be
verified on any electronic copies.
NOT TO SCALE Drawing Sheet S-3
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VEL41VA PSL, INC AT 711E RESERVE- BUILDING 2
ARMTECTURAL RM PLAN
T'lo '1