HomeMy WebLinkAbout22-5299... ........ ....... .... ...... .....
BGC-005299-2022
Issue Date: 12/15/2022
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
before recording your notice of commencement."
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE I
4-1 0 NTRACTOR SIGNATURE
PERMIT EXPIRES IN 6 MONTHS WI
PE IT OFFICE
THOUT APPROVED INSPECTION
at ryr o-gala City of Zephyrhilis Permit Application tion Faxw81-7uln a
Building Department
Onto Received
Phone Contact for Ponalftin -
ownees Nam €Ownerloim Numbor
r nor s Address Owner Phone Number
� �Owner
Fee Simple Titleholder Name _ Phoret Number
Pee Simple "Titleholder Address
408
LOT #
SUBDIVISION P A RCL I ""
l'aiAays oS � rOnop�i"y'tA,i PtncoeS .
WORK P POSSC
N111 CONSTR A DIALT SIGN DEMOLISH
IN TALL REPAIR
PROPOSBC SB SFR Comm OTHER w
TYPE OF CONSTRUCTION BLOCK �. FRAME � STEEL �
DESCRIPTION OF WORIt
BUILDING S � $F T S HEIQ tT
13UIL DING � VALUATION OF TOTAL CONSTRUCTION
EL CTRI AL
AMP SERVICE PROGRESS ENERGY
PLUMBIN
M CHANICAL VALUATION OF MECHANICAL INSTALLATION
GAS ROOFING � SPECIALTY = ttl"F3BF{
FINISHED FLOOR SL VA'nONS
FLOOD ZONE AREA MYVS NO
OUILDER
COMPANY
SIGNATURE FEE Ck RREN Y t N
Address License #
t
BLBCiBIiT#AFI COMPANY
SIONA"f4fRtcrrsrsrs Y war^ u n w Y1 iP
i.�
Address License f#
PLUMBER COMPANY E-;
SIGNATURE r�ua svi REE Y t P! rat; UPRE a Y I N
Address License#
MECHAMCAL COMPANY
SIGNATURE Y 1 h�
Address License #
O1hlBP � �COMPANY
SIGNATURE .,�MFVE'CIJAAEN�
Address Ues se # �
RESIDENTIAL Atteroh (2) BlotPlans; (2) sots of Smiting Phow (9} stet of Energy Forms; f` -O-W Permit for net construction,
Minimum ten (40) working days Mier submittal date, Roquirod onsite, Construction Plans Storrmw er Plans wt sank Fgrrce Installed,
Sanitary Foogififer & 9 domineer, Site Work Permit for subillvislonsAargo;pro)eals
COMMERCIAL Attach () completo,,koks of 801dina Mang pltm a Life Safoly p0 a (1) sot of Ge orgy Foonea, n-,0 W Porenh fw now c0ivmbv�Wp.
Minimum ten (f 0) working days after s tbrrrittol dais. Required onsite, Constimoson'plans, Stormwater }hies tw/ Silt Fence Installed,
Sanitary Facilities A I dump ater, Site Work Permit for all now projects. All commercial irernents must most compliance
SIGN PERMIT Attach (2) soft of Engineered Plans.
I —PROPERTY $URVBY required for all NEW construction,
Fill out application completely,
Owner & Contraulor sign book of application, notarized
If o 20a a Notice of Convaorroweent Is Iran, (AIC upgrades over T )
Agent (for the commotor) at Power of Attorney (for the owner) would be someone with notarized lottor from owner authorizing sar ne
OVER THE COUNTER PBBM N (copy of orstIvert required)
Demurs if shlnttles So rs Service Upg s A/C Fon s ( tlSur aylFoot o)
Crlvowa Not over Countor If on public road ys-n s ROW
$13-780.0020 City of Zeighyrhills PermitApplication iW 813-7W0021
Building Diectrt sett
NOTICE OF DORD ROSTIOCTION&The undersigned understands trial this permit may ad subispt to'doed" restrictions Mica maybe more restrictive
then County regulations, The under igntad assumos responsibility for comphan o with any applicable used restrictions,
LINUCEN11111.0 CONTRACTORS AND C CT R "SP NBIBILITB : If the owner has hired a tootractor or contractors to undertake work, they
may be required to be licensed In accordance with state and less. I regulations, If the conbraotor Is not licensed as resultedby law, truth the owner and
contractor may be sited for a miaattimeanor violation under state laev. If the owner car Intended contractor are uncertain as to what licensing requirements
may apply for the intended they are advised to contact the Masco County Building Inepeotlon Divindor— csnsing Saction at 7 7 7- Bff ,
Furthermore, If the owner has hired as contractor or contractors, he is advised to have it)$ otortractordo sign portions of the "contractor Block" of this
application for which they will be responsible, If you, as the owner sign as the contractor, that may be an Indication that he is not property lksursod and is
not entlVed to permitting privileges in Pasco County
Foos trust ba paid prior to receiving a "C0440011e of o apari or llnerl poi reatiltio, If ft proos do" not involve, a oertificate of coitupancy or final
power mease, the left must be Paid poor to ramo t Issuodi Fa dbermore, If Pasco County talatesr/80"r Impactto are due, they tooat be paid prior
to permit Issuance In sccordenos with applicable Pasco County orr#Irranc es,
CONSTRUCTION LIEN LAW lChapter 713, Florida $44ftsbal, as amorrdixl); If valuation of work is $2,600,00 or more, I certify that i, the applicant,
have been provided with a copy of the 'Florida Construction Usti Law —Homeowner's rotectionGuido' prepared by the Florida Department of
Agriculture and Consumer Affairs, If the applicant Is someone other than tr s "owner", I certify that I have obtained a copy of the above described
docrunno and p`omlaa in good ,faith to deliver #t to they 'owner' r to comrooncemant,
CONTRACT 'Bt "s AFFIDA01M I carfi€y that all the Information In this application Is accurate and that all work will be done In compliance with
all applicable laws aaguleting troustruetlon, zoning and land development, Application Is heeroby ansde to obtain a penult to do work Banal installation as
Irv# tad: I owfify that no evrk or installation has ericrimanced Four to issuance of a permit and that all work will be conformed to meal standards of all
taws requkift construction, County and City codes, zoning regulations, and land development ulations In the Jurisdiction, I also certify that
understand that the regulations of other government argencias may apply to the intended work, nand that it )is € y responsibility to Identify what actions I
must taste to be to compliance, Such agencies Include but are not linated tic
Department of Environmental 'Protection- ypross Bayh ds„ Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Sayhoads, Watland Areas, Altering
watercoursotL
Army Carps of nt In e Seawalls, flocks, Navigable Waterways,
Department of Health 4 Rehabilitative Sorvl l nvironrnental Health Unit -Malls, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement,
Federal Aviation Authority -Runways,
# nodarstand that the following restrictions apply to tired ties of Oil::
Use of fill is not allowed In Flood Zone V unless expressly permitted,
If the fill material is to sae used in Flood Zone 'A', It is understood that e drainage plait addressing s
'compensating volume' will be submitted at time of permitting which is prepared by a professional engineer
licensed by the Mate of Florida:
If the fill material is to be used in Flood Zone "A" In connaefion with a permitted building using stein wall
construction, I cartify that fill will be used only to fill the area within the stem wall,
If sill material Is to be used In any area. I certify that use of such fill will not adversely affect adjacent
properties, If use of fill Is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building parmit Issued under the attached parnift application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan Is required,
If I am the AGENT FOR THE OWNER, I promise 1n good faith to Inforin the owner of the permitting conditions let forth in this affidavit prior to
commencing construction, I understand that a separates permit may be required for electrical work, plumbing, signs, wells, owls, air conditioning, gas, or
other inst ils snot spiadWy Included in the application, A permit Issued shall as construed to he a # , ns , to proceed Will the work and not as
authority to violate, cancel, altar; or sot aside any provisions of the technical code$, nor linall issuance of a Pont provent the Building official frool
thereafter mouldoil a recreation of errors In plans, construction or violations of any codes, Evory permit Issued shall become invalid onto" the want
Notary Public Public
Commission No_
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COr)VIVA' Care Center
MEMBER
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ALL DESIGNS PRESENTED ARE THE SOLE PROPERTY OfSOUMVVAIERSIGNS,
AND MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN
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Job # Store #
8003907 6158
� �� LISTED
PERMISSION EROM SD`sH WATER SIGNS,$
Drawn By
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NKR
Date
Address:
934 N, Church LoadaouthWaterSigns
06,13,22
37914 Daughtery Rd.
Elmhurst, IL 60126
� 4
Zephyrhills, FL
P 630.333.4900
v
Latest Revision
08.24.22 MS
F 630.333.4915
14
z
General Design isinaccordance with the requirements oftheFia 7#PEd (2020)for use within &outside the HighVelocifty Hurricane Zone (HVHZ), -This engineering certifies only the structural integrity ofthose systems, components, and/or other construction; explicitly specifiedreren. •Hectricalnotes, details &ificationsare providedb and are te sole responsibility yoftheelectrical contractor, No electitaIreviewhas beanperformed and nocertificateon o suchis'mtonded. • Structural I5,&HDS 18,
NoteS: as applicable. • Steel components shall be coated, painted, or otherwise protected against corrosion per FBC Sec 2263.2/2222.6. - Mum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADMI-15{7a}; or plastictne vene spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection: • All welding shall comply with AWS requirements. - Steel welds: E70xx electrodes. • Aluminum welds: 4043 filler alloy. - Alum extrusions: 6063 T6
or stronger, U.H.O.
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Exterior Main ID - Non -Illuminated FCOs - Linear III LqW
Qty:(1) Req.
1JTS
11 1 11 1! 115F 1111 1 11111111,1111 111 11111 11
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Colors to Match
------------- -
White Acrylic
FCOs
Anchor Notes:
#10-24 studs (6061-T6 Alum or 316 S.S.), centered in stroke width
Min (3) studs per letter, spaced evenly
Letters drilled and tapped to receive studs, min (5) threads engaged
Stud length to accommodate embed to host structure
Min 1,5" stud embed to hollow CBS (block) or concrete
Fill holes w/ LiquidNails LN-901 adhesive (or equiv)
1/2" FCO
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NO. 7382
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MEMBER C U
convIVAWCare Center ALL DESIGNS PRESENTED ARE THE SOLE PROPERTY OF SOUTH 00 SIGNS, a- ' E
Store # —J.b # 0 AND MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN
8003907 6158 LISTED
PERMISSION FROM SOUTH WKfER SIGNS.
1
X
Drawn By
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NKR
934 N. Church Road
122
Date urcSouthWaterSigns
06A 37914 Daughtery Rd. Elmhurst, IL 60126
Uj
Zephyrh lis, FL P 6303314900
Latest Revision
08.2422 IVIS F 630.333.4915 z
3:
General -Design is in accordancewith the requireircentsoffilefla 8WgCoide 7th Ed (2020) for use within &rautide the HighVelacity HurficarvZone (HVHZ), - This engineering certifies only the structural integrity ofthm Systems, components, and/orothre construction expliddy specified hererc. - Electrical notes, details, &specificationsare provided by and are the sole responsibility ofthe electrical conftedm No electrkal nwiewhas been performed and nocertification ofsuch is intended. - Structural design meets raquirementsofAu 318-14, AISC 360-16, ADW-15, & NDS-18,
Notes: as applicable. -Steel components shall be coated, painted, or otherwise protected against corrosion per FBC Set 2203.2/2222.6.. Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15(la), of plastic/neourene spacers provided. - All exposed fasteners shag be S-S. or have a protective coating for corrosion protection. -All welding shall comply with AWS requirements. - Steel welds: E70n electrodes. Aluminum welds. 4043 filler alloy. - Alum extrusions: 6063-T6 or stronger, U.N.O.
CONVIVA LIGHT BLUE
PANTONE 5503
C:35 M:O Y.15 KJO
11:157 G:200 13:201
HEX: 9DC8C9
CONVIVA DARK BLUE
WHITE
PANTONE 548
C:O M:O Y:O K:O
C:98 M:27 Y:21 K:58
11:255 G:255 B:255
R:O G:70 13:94
HEX: FFFFFF
HEX: 00465E
Vinyl: 3M 7125-10
Vinyh
Translucent Prints - iM IJ37,30-60
SECONDARY COLORS
BLACK
C:O M:O Y:O K:100
R:O G:O 13:0
HEX:000000
Vinyl: 3M3630-22
N
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No.67382
STATE OF
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color name spot cmyk rgb hex
CIL
Conviva Light Blue 20% 20% PANTONE 5503 C81A2Y41<0 R 235 G 244 B 244 EBF4F4
Conviva Light Blue 50% 50% PANTONE 5503 C 21 M 3 Y 10 K 0 R 206 G 227 B 228 CEE3E4 +1
P5
0
Conviva Light Blue 70% 70% PANTONE 5503 C 29 M 5 Y 14 K 0 R 186 G 216 B 217 BAD8D9 -0%4
Conviva Light Gray 40% PANTONE Warm Gray C 2 M 2 Y 4 K 4 R 243 G 241 B 237 F3F1ED
Conviva Medium Gray PANTONE Warm Gray 2 C 6 M 7 Y 10 K 11 R 223 G 220 B 212 DFDCD4 0
E �
Conviva Dark Gray n/a C 0 M 0 Y 0 K 90 R 58 G 58 B 58 3A3A3A 0 CU
0
�4
Conviva Yellow PANTONE 1205 C 0 M 6 Y 44K 0 R 248 G 223 B 141 F8DF8D X C'M C'
E it
Conviva Light Orange PANTONE 2017 C 0 M 34 Y 57 K 0 R 247 G 173 B 90 F7AD5A
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Conviva Orange PANTONE 2024 C 0 M 58 Y 60 K 0 R 251 G 123 B 86 FB71356
Conviva Blue Gray PANTONE 5415 C 60 M 16 Y 13 K 34 R 86 G 125 B 150 567D96 It
Conviva Deep Blue PANTONE 539 C 100 M 65 Y 22 K 70 R22G41 B58 16293A
0
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FONT: 0
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CERA PRO FAMILY
Client
MEMBER
CCIi`)VIVAI��ICare Center ALL DESIGNS PRESENTED ARE THE SOLE PROPERTY OF 500 WATER SIGNS,
Job # Store # 0 w AND MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN E
AM 0
8003907 6158 us a r LISTED PERMISSION FROM SOU111 WATER SIGNS, 4
0
Drawn By > X
NKR
Date Address: 934 N, Church Road SouthWaterSigns
06J3 37914 Daughtery Rd. Elmhurst, IL 60126 to
Latest von
LU 0
Zephyrhills, FL P 630333.4900 UP _1
c,
08.24.22 MS F 630,3314915 z
General •Design is in accordance with the requirements of the Fla BWg Code7th Ed (2020) for use within & outside the Ifightielocity Hurn(ane7one (HVHZ). -This engineering certifies only the structural integrityrifthose veins, components, and/or other construction explicitly speded herein. Electrical notes, cletails,& specifications are provided by and are the sole responsibility ofthe electrical contractor, No electrical review has been performed and no oertiliation ofsu(h is intended. -Structural design meets requirements ofA(l 318-14, AISC 360-16, AOM-1-1 5, & NDS-18,
Notes: as applicable. •- Steel components shall be coated, painted, or otherwise protected against corrosion per FSC Sec 2203.2/2222.6. •-Alum components in contact with steel or embedded in concrete be painted or protected as prescribed in ADMI-15(la), or plastic/ oprerre spacers provided. • - All exposed fasteners shall be SS. or have a protective coating for corrosion protection, •. All welding shall comply with AWS requirements. •- Steel welds: E70xx electrodes. •- Aluminum welds: 4043 filler alloy. •- Alum extrusions: 6063-T6 of stronger, U.N.O.
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MEMIBERconvIVA'ZZ�fCare
t ;. SOUTH WAIER SIGNS,
ALL DESIGNS PRESENTED ARE THE SOLE PROPERTY
AND MAY NOTBE REPRODUCED IN PART OR WHOLE WITHOUT
LISTED
PERMISSION FROM SOUTH WATER SIGNS.
Drawn By
------------
NKR
Address:
9' 34 N. Church Road 1
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Date:
License Holder: _� �MGri�ffin.. State License: __ES12000419
procedure with the municipality to which this is presented,
11111,114111111g1111111 1!�1jjj:11g 111111111�1111111�11
This authorization is for the following location:
Edward Krauss
Date Signed-
Cont actor
State of Florida
County of Kkz �c
The foregoing instrument was acknowledged before me by means of physical presence or
online no arization this L
who �t J__ day of a2jLAX..- 20 by
_j:�_ is personally known to me, or _ has produced as identification and
who did not take an oath.
Signature of NOTARY PUBLIC
MMA
S' EPHA N A R C E
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V GG 233648
M" cor n [x,,,),res
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MF77471-44"Z2
City of Zephymills
5335 8th Ave
Zephyrhills, FI
Re: Conviva
37914 Daughtery Rd
Zephyrhills, FI 33541
To whom it may concern,
Please accept this letter to allow International C & C Corp, DBA Sign X-Press to pull permits
and install signs for the above listed location. If you have any questions, please feel free to give
me a call.
119MIDOW
,
/all Khan
(Owner of Property)
Scanned with CamScanner
Proposed
Code:
Allowable SF: 90 SF - The maximum allowable sign structure area for wall signage shall not exceed
O;v
one and a half square feet per linear foot of establishment frontage, excluding parking garages,
COD
-
M
facing a public street, Notwithstanding the foregoing, the maximum total sign structure area shall
not exceed 150 square feet for each frontage.
Wall signs shall not project beyond the roof line or side walls of the establishment to which the
wall sign is attached, nor shall the wall sign project more than 12 inches out from the wall to
r r-,
which it is attached.
7, !'T'
Illuminated signs, including neon signs, shall not produce more than one foot-candte of illumination
four feet from the sign, when measured from the base of such sign, Exposed neon tubing shall
not be permitted on ground signs.
10,
COnViVA—JCaTe Cemer MEMBER XL ONW M59M Affl K SW
LISTED
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Exterior in ID ® Non4fluminate d FCOO - Linear No Logo
Q1,yAl I) Re q,
CASTS
1/2* Fabricated white acrylic flat cutout letters.
Letters to be mounted pin mounted and secured to soffit, using necessary hardware.
Colors to Match
White Acrylic
FCOE
ConviVA'-Z�'Care Center
- -- ----------- --
MEMBER
ALDESKAI ?K3EKDARE THES6t,. €BPf 011
MD MAY WJT 81 KWAS 01, BsT C113 WMIMPM
LISTEDrf
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couthle-1 Sig
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CONVIVA
WALL -MOUNTED SIGNS
9.4 Daughtery Rd m--Zephyrills
GENERAL NOTES'
1. Design is in accordance with the Florida Building Code 7th Edition (2020)
for use within and outside the High Velocity Hurricane Zone (HVHZ).
. Wind loads have been calculated per the requirements of ACE 7-16,as
shown herein.
3. These engineering calculations pertain only to the structural integrity of
those systems, components, and/or other construction explicitly
specified herein and/or in accompanying engineering drawings. The
existing host structure (if any) is assumed to be in good condition,
capable of supporting the loaded system, subject to building department
approval. No warranty, either expressed or implied, is contained herein.
4. System components shall be as noted herein. All references to named
components and installation shall conform to manufacturer's or industry
specifications as summarized herein.
5. Where site conditions deviate from those noted herein, revisions may be
required or a separate site -specific engineering evaluation performed.
6. Aluminum components in contact with steel or embedded in concrete
shall be protected as prescribed in the 2015 Aluminum Design Manual,
Part 1. Steel components in contact with, but not encased in, concrete
shall be coated, painted, or otherwise protected against corrosion.
7. Engineer seal affixed hereto validates structural design as shown only.
Use of this specification by contractor, et. Al, indemnifiesand saves
harmless this engineer for all costs & damages including legal fees l
apellate fees resulting from deviation from this design.
Index:
Pg 1 Cover
Pg2 Wind Loads
Pg 3 Anchor Design
I valid
1200 N Federal Hwy, #200
Boca Raton, FL 33432 com
mmm
`milli!
2
ASCE
a 1 Design Wind Loads
WALL -MOUNTED SIGNS
Building s.
ati.. xx�t, ,.1x, l�ts�..,zatis ax,,,;xsunx;,:txx�vxu.:a=,. va �v xx v.,.A:.xti;,s+,raZxs.*:a
V = 140 mph Basic wind speed (Volt)
Exposure
Calculations
a...YS§,o § illl` bias a.ftllx xbxf3.+i.sO ,
a = 9.5 3-sec gust speed power laver exponent
zg = 900, Nominal ht, of atrnos. boundary toyer
Gcpl = 0 infernal pressure coeff
ASD Load Combo Coeff; 0.6
Kd = 0,85 Directionality factor
Kzt = 1.0 Topographic factor
Ke = 1.0 Ground elevation factor
A = 10 sq ft Tributary area
4 - Exp
I8 1®
WALL-MOUNTEDSIGNS
Aso WIND PRESSURES
SIGN
CENTER
CORNER
EIGHT
(Zane 4)
(Zone 5)
KID = Kz
qZ
GCp (4)
CCp (5)
�5 ft
23.9 psf
30.4 psf
0.85
21.7
-1.1.0
-1.40
20 ft
25.4 psf
32.3 psf
0,90
23.1
-1.10
_1.40
5 ft
26.6 psf
33.9 psf,
0.95
24.2
-1.10
-1.40
0 ft
27.6 psf
0,98
25.1
-1e1.0
-IA0
5 ft
2.6 psf
36.4 psf
1.01
26.0
-1.10
-1.40
40 ft
29.4 psf
37.4 psf
1.04
26.7
-1.10
-1,40
5 ft
30.1 psf
38.3 psf
1.07
27.4
-1A0
-1,40
o ft
30.8 psf
39.2 psf
1,09
28.0
-1,10
-1.40
55 ft
31.4 psf
40.0 psf
1.12
28.6
-1..1.0
-2.40
6+0 ft
32.0 psf
40.7 psf
1A4
29.1
-1.10
-1.40
0 ft
27.0 psf
54.1 psf
1..17
30.0
-0.30
-1.80
0 ft
27.8 psf
55.6 psf
1.21
30.9
-0.90
-1.80
0 ft
28.5 psf
57.0 psf
1.24
31.7
-0.90
-1.80
100 ft
29.1 psf
58.3 psf
1,27
32.4
-0.90
-180
10 ft
29.7 psf
59.5 psf
1.29
33.0
-0.90
-1.0
120 ft
30.3 psf
60.6 psf
1.32
33.7
-0,90
-1.80
130 ft
30.8 psf
61.6 psf
1,34
34.2
-030
-1.80
140 ft
31.3 psf
62.6 psf
1.36
34.8
-0.90
-1.30
ISO ft
31.7 psf
63.5 psf
1.38
35.3
-0.90
-1,80
175 ft
32.8 psf
65.6 psf
1.42
36.4
-0.90
1.30
200 ft
33.7 psf
67.5 psf
1A6
37.5
-0.90
-1.30
250 ft
35.3 nsf
70.7 of
1.53
39.3
-0.90
-1,80
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Wall Sign Anchor Design
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Check Anchors for Pullout
Total Reaction: Rt =
No. of anchors req'd: n =
P 35.2 psf
FCO Letter
A= 1.4 sqft (per letter, critical)
Masonry (ASTIVI C90,1500 psi min)
3/16" (#10) Rods with Adhesive
Ref: Liquid Nails, 125 psi shear
Min Embedment: 1.5"
Min edge dist: 3" Min Spacing: 3"
Tcap = 55.2 lb (per anchor)
48 lb — = P*A (per letter)
0.9 anchors per letter — ® Rt/cap
Total anchors required: 1 anchors per letter
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