HomeMy WebLinkAbout20-624 813-78o=0020 G�Y- ity of Zephyrhills Permit Applicatio - Fax-sly-iso- 21
...Building Department �^
Date Received &� -�� ] Phone Contact for Permi ng ('�Z t -
Owner's'Name Owner's Address /a" f D S E S f cIg, IU/A Owner:Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 7a`�0 A-GC lU�� z ,S � -LOT#
SUBDIVISION PARCEL;ID# pO to -csa�co- daoe
(OBTAINED.FROM,PROPERTY TAX NOTICE)
WORK'PROPOSED R
-NEW CONSTR=. ADD/ALT = SIGN ] 0 . DEMOLISH
INSTALL. REPAIR -
PROPOSED USE = SFR -0 COMM 0 OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME 0' STEEL Q
DESCRIPTION OF WORK h � G Tll C� s
BUILDING SIZE SQ FO,O'rAGE, .. HEIGHT•
=BUILDING $ 02 60� � VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMIDZERVICE Q PROGRESS,E 7R.E.C.-
=PLUMBING $ .
=MECHANICAL ; $ VALUATION OF,MECHANICAL INSTALLATION
I
=GAS = ROOFING 0. SPECIALTY 0, ;--OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES O q1
BUILDER COMPANY ' r C , zi
SIGNATURE I "REGISTERED Y% FEE CU REN :/,N'
Address License#p.: .
ELECTRICIAN I' COMPANY
SIGNATURE 'REGISTERED'" F,Y./ N- ,FEE C,U .En .;L._Y/.N-+J1 ..
Address l l 9 3 3Z License
PLUMBER f COMPANY
SIGNATURE ; .'REGISTERED Y'/;N,-, FEE CURREN177
Address.. 6- License'#
MECHANICAL COMPANY.
SIGNATURE REGISTERED Y/ N j FEE CURREt, Y%N
Address License#
OTHER I COMPANY r•
SIGNATURE REGISTERED.'• Y/'NC FEE CURREN :''Y'/iN ': 'r
Address C.--. :License`# F
RESIDENTIAL Attach(2)Plot Plans;'(2)sets of Building Plans;:(1:)set of Energy:Fohri R=O=VV'Permit for new•construction;
Minimum ten(10)working days after submittal date. Required on site,Construction_Plans,S_tormwater Plans w/Silt Fence-installod,-
--- —Sanitary-Fatalities-&-1'dumpster;Site Work-Perrnit for•sb6divi§ionsAarge projects
COMMERCIAL Attach(2)complete sets.of:Building Plans�plus a L6'Safety-Page;(1)set-of Energy Forms.-R-O-W_Permit for new construction.. .
Minimum ten(10)working days after submittal date:'Required`onsite,Construction Plans;Stormwiaiter Plans w/Silt FenciOnstalled,
Sanitary Facilities&'1•dumpster.Site.Work!Permit for all•new.projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)setsof Engineered.Plans.
""PROPERTY SURVEY required-for all NEW,construction.'
Directions:
Fill out application completely.
Owner&Contractor sign.back of application;notarized
If over$2500,;a.Notice,,of.•Commencement Is required. -(A(C.upgrades over$7500)
Agent(for the contractor)or Power of,Attorney"(for the owner)would be someone with notarized letter from:owner authorlzing:same
OVER THE COUNTER PERMITTING' "{copy of:conttract required)
Reroofs if shingles -SeWers Seryice=Upgrades,A/C Fences(Plot/Survey/Footage)
et
Driveways-Not over Counter if on public roadways::needs ROW
NOTICE OF-DEED RESTRICTIONS: The undersigned understands that this permit may be subject1to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for cpmpliance with any
applicable deed.restrictions..
UNLICENSED CONTRACTORSTAND•CONTRACTOR RESPOIJSIBiLIT1ES:.:,If°the:�owner--.has-hired-a:contractor=or
contractors-to undertake work, they mayb'e�requiredAto.be=licensed in-accordance with state and local regulations. If,the ,
contractor is not licensed as required by law, both-the-owner•and-contractor-may-be-cited:far a-misdemeanor violation
understate_law..--If the owner or,intended�contractor,are uncertain as to what-licensing requirements may apply,-.for.-the.
intended work, they are advised to contact:the Pasco County-building Inspection Division--Licensing Section at 727-847-
8009. Furthermore,_if the. owner has°hired.a contractor or contractors, he is advised to have:the.contractor(s).sign
portions-of-the"contractor Block"of this.application for which they wi11_be responsible. if you, as the owner sign as the
contractor, that may bean indication that he is not properly licensed and is not entitled to permitting privileges In Pasco
County.. _
TRANSPORTATION IMPACT/UTiLITIES IMPACT AND RESOURCE-RECOVERY FEES: The-undersigned understands
that Transportation Impact Fees-and-Recourse-Recovery-Fees.may.apply-to-the.construction.of.new..builditigs, change'=of
use in existing..buildings, or expansion of existing buildings, as specified inPasco County Ordinance-number 89-07 and
90-07,-as--amended. The-undersigned.also.understands, that-such"fees,.as maybe due, will be identified at the_time,of - -
permitting. It is further understood"that:Transportation:Impact Fees and Resource Recovery Fees must be paid.prior to
receiving a "certificate of.occupancy" or..final.power release.. If the project does--not involve a certificate of occupancy:or.
final.power release; the fees must be paid prior to permit issuance. -Furthermore,°if`-Pasco County!Water/Sewer Impact
fees.are.due,_theymust be paid prior to permit-issuance in accordance:with applicable Pasco Countylordinances..:,
CONSTRUCTi.O.N-'LIEN-LAW{Chapter 713,Florida.Statutes, as.amended):.•if valuation of work is$2500.00 or more, I
certify-that-I; the •applicant-, have been,--provided. with a-copy-of the_"Fl6nda.,Constructidn�-LienI Lbw -Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and:Consumer-Affairs. If the applicant is someone
other than the"owner"; certify.that-l-have obtained a copy-of-the above described'document and promise ingood"faith to
deliver-itto the"owner":priorto commencement.
CONTRACTOR'S/OW NER'.S;AFFIDAVIT:' I'ceoify.that all the information in.this-application is accurate and that-all work
will be done in compliance with all applicable laws regulating.construction,zoning'.and'.'Iand.development. Application is
hereby made to obtain a permit to do 'work-and,in'stailation as.indicated: l certify that .no work or installation-has
commenced-prior.to issuance of a permit and that all work will be performed to meet-standards of all laws regulating
construction, County and'City codes, zoning regulations, and:Iand::development regulations.in;-the jurisdiction:, 1,also
certifythat.l understand that the regulations of other.government agencies may apply to the intended work, and that it is
my responsibility to identify,what actions I must take to:be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland.Areas and'Environmentall''Sensitive
...Lands,WaterMastewater.Treatment.
Southwest Florida Water :-Management DistdctVells,' -Cypress Bayheads, Wetland Areas-, Altering
Watercourses.
Army Corps of Engineers-Seawalls Docks,�NavigablwWaterways.
Department of Health & Rehabilitative S6fivices/Environmental -Health Unit=Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental=Pr,ateetion-Agency_:Asbestos.abatement..
Federal Aviation Authority-Runways:
I understand•that the following restrictions applyto the use offll: .
Use of.fill-is not allowed inflood.Zone"V'Unless:expressly permitted.
- If the fill material isi to be .used.in Flood Zone "A% it is-'understood•that-a drainage. plan.-addressing a
"compensating volume"will be.submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
lf.the.fill.:material is- .be:used .in Flood.Zone�"A":in connection with a permitted building using stem-wall .
construction, l certify4h9t'fill will.be:used only to:fill•the:area-within the stem wall.
If fill material is to. be used in any. area, I certify•that use--of-such fill--will -not-adversely affect adjacent
-properties.,--if-use-offill is.foundto-adversely affect:adjacent properties, the.owner may lbe�cited for violating
the conditions.of the building permitissued-.under:.the attached-permit-application,-for lots less-than one (1)
acre:which;are.elevated:by;fill,.an.engineered drainage plan-Is required.
If I am.the AGENTFOR-THE'OWNER, I promise:in good.faith-to-inform.,the.owner of the permitting conditions set fortKin
this:affidavit.prior to commencing construction. I understand that a separate permit.may`be-required for'-electrical.work,
plumbing- signs, wells; pools,,air.donoitioning,.,gps, or other-installations-not:specifically.included in the-,applicationa.A
permit issued shall be construed to be a license to proceed with the work and-not as authority to.•viotate, cancel; alter, or
set aside any provisions•of-the-technical-codes;:-norshall.issuance of a permit°prevent the Building Official-from:thereafter.-
requiring-a-correction of-errors In,plaris, construction or violations-of any codes.-Every.permit.issued 1shall.become invalid �l
unless the work authorized by such,permit is commenced within six months of permit issuance, or if-work authorized by -kit;
the, ermitis suspended,or abandoned for.a-period-of.six(6)'months after-.the-.time-the-work-is-commenced: An extension
maybe requested, in writing, from the Building Official for:a.,period not!to exceed ninety.(90) days and will-demonstrate
justifiable cause for tlieextension.-,If work ceases-for ninety.(.90)`consecutive days,the job is considered abandoned.
WARNING TO:--OWNER: YOUR FAILURE TOE:RECORD.A-NOTICE.OF COMMENCEMENT.MAY RESULT:IN YOUR
PAYING TWICE,FORsIMPROVEMENTS-TO;YOUR;PROPERTY.._IF:YO.U:INTEND_T,O OBTAI".,TlNANCING;,CONSULT
WiTKYOURLENDER•OR:ANA` �ORNEYBEFORE;RE CORDING.YOUR, OTICE.OF�COMMI=NC-Eh ENT.'.'
FLORIDA+JIJRAT�(F:S.-117.03)
OWNER OWAGENT :: CONTRALTO
Subscribed and:sworn,to(orraffirmed);before;me.thls Subscribed.an wom,to"'(or :111fted)be re me this
by > 2720za'by;.��„c:
Who is/are personally known to me or hasihave produced Who Is/are-personally known to me orhaslhave(k6d6ced-
as identification. Fi+ 12, Kr56{ c:,..%. -as-identification.
_ 7.
F
Notary Public I. Notary;Public
I I _
Commission No. "Cornmissio o. .
��taY '.. JACQUELINE BOGES
Name of Notary typed,printed or stamped Name of Notary typ ,prl of - u
¢o= Expires December 12,2022
Bonded Ttw Troy Fain lnsuranM',800.3W7019
j
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rii�
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Pelt .
August 13,2020
AI[en Industries _
RECEIVE-'
7844 W.Central Ave AUG' 2r'2[)
Toledo,OK 43617 9
BY:
RE: Facade Signage—Approved
Tenant:T-Hobile
Summertree Plaza
Zephyrhills,Pasco County,Florida(Publix#1196)
Premise:32805 Eiland Blvd.,Zephyrhills,Florida 33545
Rea[Sub,LLC clo Publix Super Markets,Inc.gives Allen Industries permission to instal[the signage you
submitted for approval for the above-referenced Tenant(your client);however,it must meet all applicable
codes,and be UL approved. Attached you will find the copy of the signage you submitted for approval.
Landlord has no objection to Tenant or its design professional and/or contractor applying to the appropriate
governmental authorities for approvals and permits required for such work.Tenant shall not represent to any
governmental authority that Tenant or its design professional and/or contractor is an employee, agent,
contractor,or joint venture of Landlord.
Ifyou have any questions regarding this matter,please feel free to give me a call at(863)688-7407,extension
53 157.
Sin erely,
uren Quinn
Regional Property Manager
Enclosure
CC: Tenant Lease File#I 196
STATE OF FLORIDA
COUNTY OF POLK
i
The foregoing instrument was signed and acknowledged before me this 1311 day of August 2020 by
Lauren Quinn,Regional Property./Manager of REAL SUB,LLC,a Florida limited liability company,on behalf
ofsaid company,who is personally known to me.
i
NOTARY: �
1 Qtt��F�/34, VI=L9REQEC
SEAL: *T &'yC0!fiffSSi0V1,'GG052202 Vicki Brok e
8f RM-0eMMbar7A2020
crsia ectnaacrrac�savc�s Printed Name of Notary
Commission No.and Expiration Date
Public Super Markets,[tic.I P.O.Box 4071 Lakeland,Florida 33802-0407
I
City of Pinellas Park BUSINESS TAX RECIEPT
P.O.BOX1100 License issued in accordance with
PINELLAS PARK, FL33780-1100 regulation under the authority of Chapter
rrrn,rs, ft 727-369-5647 13 Pihellas.Park Code of Ordinance
Business Name: Sign X-Press/International Sign
DBA: International C&C Corp.
Business Location: 10831 CANAL ST ! Mailing Address: INTERNATIONAL C&C CORP
LARGO,FL 33777 j 10831 CANAL ST
LARGO,FL 33777
Owner: William Griffin
License Number:: 150054 License Type:: Manufacturing
Issued Date: 10/1/2020 Classification: Commercial
Expiration Date: 9/30/2021 Fees Paid: $190.00
i,
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TO BE POSTED IN A CONSPICUOUS PLACE
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511anxp
SERVICE• INSTALLATION
International C&C Corp. d.b.a Sign X Press
10831 Canal St. Largo, FL. 33777
PH. 727 541-5573 FAX 727 544-7745
FROM: WILLIAM H. GRIFFIN
INTERNATIONAL C & C CORP. DBA SIGN X-PRESS
10831 CANAL STREET
LARGO, FLORIDA 33777
PH 727-545-9785
1 HEREBY AUTHORIZE TO SUBMIT
PERMIT APPLICATIONS, MAKE CHANGES AND INITIAL CHANGES TO
APPLICATIONS AND PLANS, PICKUP PERMITS, AND OBTAIN ALL
LICENSES FOR r_ C) vlur'�S
I CERTIFY THAT THE ABOVE AUTHORIZED PERSON IS ACTING ON
BEHALF OF INTERNATIONAL C & C CORP. DBA SIGN X-PRESS AND
UNDERSTAND THAT I AM FULLY RESPONSIBLE AND LIABLE FOR ALL
ACTS PERFORMED UNDER SAID PERMITS.
DATE. ,{� l � , 2020
Ih ko
SIG RE OF QU LIFER
WIL OM H. GRIFFI
LICENSE # ES120 00 19
STATE OF FLORIDA
STATE OF FLORIDA
COUNT`( OF PINELLAS
SWORN TO AND SUBSCRIBED BEFORE ME THIS I _DA`( OF 2020
BY WILLIAM H. GRIFFIN WHO IS PERSONALLY KNOWN TO ME.
NOTAR`( PUBLI
o� .tsv• Notary Public State of Florida
NiY COMMISSION EXPIRES C� l �'2�ZOZ� +Q owanT Bamitz m55'or
'y, O Commission HH 039865
Expires 09'10712024
v Seats
easyseals:Com
•s,.e
i
DESIGN CALCULATIONS
FOR
T-,MOBILE
WALL-MOUNTED SIGNS
7248 Gall Blvd-Zephyrhills
I
GENERAL NOTES:
1. Design is in accordance with the Florida Building Code 6th Edition(2017)
for use within and outside the High Velocity Hurricane Zone(HVHZ).
2. Wind loads have been calculated per the requirements of ASCE 7-10 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 Index:
existing host structure(if any)is assumed to be in good condition, Pg 1 Cover
capable of supporting the loaded system,subject to building department Pg 2 Wind Loads
approval.No warranty,either expressed or implied,is contained herein. Pg 3 Anchor Design
4. System components shall be as noted herein. All references to named
components and installation shall conform to manufa'cturer's or industry
specifications as summarized herein.
5. Where site conditions deviate from those noted herein, revisions may be Eng; t `s� t�r� 4�eal valid
required or a separate site-specific engineering evaluation performed. �'' ,
.` � •gyp f�S�F•
6. Aluminum components in contact with steel or embedded in concrete
shall be protected as prescribed in the 2015 Aluminum Design Manual, No. 6 3 2 •• '
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. ST TE
'�0�; 10
Use of this specification by contractor,et.Al,indemnifies and saves harmless this engineer for all costs&damages including legal fees& Chr,tStt `tJ`%qt£#67382
apellate fees resulting from deviation from this design. Easy Seci%poil,r, Y4 Auth#31124
1200 N Federal Hwy,#200
Boca Raton,FL 33432 Easy.Seals.corn Page 1
"I '� Ens SeaL5 CALCULATIONS FOR WALL-MOUNTED SIGNS
,. easyseals.mm '
t
ASCE 7-10 Design Wind Loads
WALL-MOUNTED SIGNS
Building Specs
V= 140 mph Basic wind speed ASD Load Combo Coeff: 0.6
Exposure C
Calculations
a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor
zg= 900, Nominal ht.of atmos. boundary layer Kzt= 1.0 Topographic factor
Gcpi= 0 Internal pressure coeff
A= 10 sq ft Tributary area
140 mph - UP "C"
WALL-MOUNTED SIGNS
ASD WIND PRESSURES
SIGN CENTER CORNER
u a a
HEIGHT (Zone 4) (Zone 5) Y Y qZ � �, �
15 ft 23.9 psf 30.4 psf 0.85 36.2 -1.10 -1.40
20 ft 25.4 psf 32.3 psf 0.90 1 38.5 -1.10 -1.40
25 ft 26.6 psf 33.9 psf 0.95 40.3 -1.10 -1.40
30 ft 27.6 psf 35.2 psf 0.98 41.9 -1.10 -1.40
35 ft 28.6 psf 36.4 psf 1.01 43.3 -1.10 -1.40
40 ft 29.4 psf 37.4 psf 1.04 44.5 -1.10 -1.40
45 ft 30.1 psf 38.3 psf 1.07 45.6 -1.10 -1.40
50 ft 30.8 psf 39.2 psf 1.09 46.6 -1.10 -1.40
55 ft 31.4 psf 40.0 psf 1.12 47.6 -1.10 -1.40
60 ft 32.0 psf 40.7 psf 1.14 48.5 -1.10 -1.40
70 ft 27.0 psf 54.1 psf 1.17 50.1 -0.90 -1.80
80 ft 27.8 psf 55.6 psf 1.21 51.5 -0.90 -1.80
90 ft 28.5 psf 57.0 psf 1.24 52.8 -0.90 -1.80
100 ft 29.1 psf 58.3 psf 1.27 54.0 -0.90 -1.80
110 ft 29.7 psf 59.5 psf 1.29 55.1 -0.90 -1.80
120 ft 30.3 psf 60.6 psf 1.32 56.1 -0.90 -1.80
130 ft 30.8 psf 61.6 psf 1.34 57.0 -0.90 -1.80
140 ft 31.3 psf 62.6 psf 1.36 57.9 -0.90 -1.80
150 ft 31.7 psf 63.5 psf 1.38 58.8. -0.90 -1.80
175 ft 32.8 psf 6S.6 psf 1.42 60.7 -0.90 -1.80
200 ft _ 33.7 psf 67.5 psf 1.46 62.5 -0.90 -1.80
250 ft 35.3 psf 70.7 psf 1.53 65.5 -0.90 -1.80
Page 2
asealis CALCULATIONS FOR WALL-MOUNTED SIGNS
1nVSf atscom
Wall Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure: P= 35.2 psf
Sign type: Cabinet
Sign size: A= 36.2 sgft (entire cabinet)
Wall material: Masonry (ASTM C90,1,500 psi min)
Anchor type/size: 1/4"Tapcon
Ref: ITW Tapcon, NOA 07-1126.10
Min Embedment: 1.25"
Min edge dist: 2.5" Min Spacing: 3"
Anchor tensile capacity: Tcap= ! 195.0 lb (per anchor)
Check Anchors for Pullout
Total Reaction: Rt= 1274 lb ...=P*A (entire cabinet)
No.of anchors req'd: n = 6.5 total anchors ...=Rt/cap
Total anchors required: ! 7 total anchors balanced over cabinet
OK,typical anchor option shown. limit to min(8)total.
Ref anchor schedule for other anchor options.
Page 3
I
31.1 ZF a,,, , s /Sea Is
easyseals.;Com
DESIGN CALCULATIONS
FOR
T-MOBILE
WALL-MOUNTED SIGNS
7248 Gall Blvd—Zephyrhills
I
GENERAL NOTES:
1. Design is in accordance with the Florida Building Code 6th Edition(2017)
for use within and outside the High Velocity Hurricane Zone(HVHZ).
2. Wind loads have been calculated per the requirements of ASCE 7-10 as
shown herein.
3. These engineering calculations pertain only to the structural integrity of
those systems,components,and/or other constructiori explicitly
specified herein and/or in accompanying engineering drawings. The Index:
existing host structure(if any)is assumed to be in good condition, Pg i Cover
capable of supporting the loaded system,subject to building department Pg 2 Wind Loads
approval. No warranty,either expressed or implied,is contained herein. Pg 3 Anchor Design
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 Enginetr�' seal valid
required or a separate site-specific engineering evaluation performed. ��•` '
6. Aluminum components in contact with steel or embedded in concrete 40�
shall be protected as prescribed in the 2015 Aluminum;Design Manual, No.67 82
Part 1. Steel components in contact with, but not encased in,concrete ;is
shall be coated,painted,or otherwise protected against corrosion. -
7. Engineer seal affixed hereto validates structural design;as shown only. 5 ATE • �4.
=�®,c; ul 09
Use of this specification by contractor,et.Al,indemnifies and saves ,
harmless this engineer for all costs&damages including legal fees& Chr "fa Y ``� #67382
apellate fees resulting from deviation from this design., Easy Se 11111 'S@ uth#31124
1200 N Federal Hwy,#200
Boca Raton,FL 33432 Easy Seals.com Page 1
' EasySeals CALCULATIONS FOR WALL-MOUNTED SIGNS
easyseals.ccm
ASCE 7-10 Design Wind Loads
WALL-MOUNTED SIGNS
Building Specs
V= 140 mph Basic wind speed ASD Load Combo Coeff: 0.6
Exposure C
Calculations
a= 9.5 3-sec gust speed power law exponent Kd= 0.85 Directionality factor
zg= 900, Nominal ht. of atmos.boundary layer Kzt= 1.0 Topographic factor
Gcpi= 0 Internal pressure coeff
A= 10 sq ft Tributary area
140 mph - UP "C"
WALL-MOUNTED SIGNS
ASD WIND PRESSURES
SIGN CENTER CORNER
HEIGHT (Zone 4) (Zone 5) Y Y qz U d u,
15 ft 23.9 psf 30.4 psf 0.85 36.2 -1.10 -1.40
20 ft 25.4 psf 32.3 psf 0.90 38.5 -1.10 -1.40
25 ft 26.6 psf 33.9 psf 0.95 40.3 -1.10 -1.40
30 ft 27.6 psf 35.2 psf 0.98 41.9 -1.10 -1.40
35 ft 28.6 psf 36.4 psf 1.01 43.3 -1.10 -1.40
40 ft 29.4 psf 37.4 psf 1.04 44.5 -1.10 -1.40
45 ft 30.1 psf 38.3 psf 1.07 45.6 -1.10 -1.40
50 ft 30.8 psf 39.2 psf 1.09 46.6 -1.10 -1.40
55 ft 31.4 psf 40.0 psf 1.12 47.6 -1.10 -1.40
60 ft 32.0 psf 40.7 psf 1.14 48.5 -1.10 -1.40
70 ft 27.0 psf 54.1 psf 1.17 50.1 -0.90 -1.80
80 ft 27.8 psf 55.6 psf 1.21 51.5 -0.90 -1.80
90 ft 28.5 psf 57.0 psf 1.24 1 52.8 -0.90 -1.80
100 ft 29.1 psf 58.3 psf 1.27 1 54.0 -0.90 -1.80
110 ft 29.7 psf 59.5 psf 1.29 55.1 -0.90 -1.80
120 ft 30.3 psf 60.6 psf 1.32 56.1 -0.90 -1.80
130 ft 30.8 psf 61.6 psf 1.34 57.0 -0.90 -1.80
140 ft 31.3 psf 62.6 psf 1.36 57.9 -0.90 -1.80
150 ft 31.7 psf 63.5 psf 1.38 58.8 -0.90 -1.80
175 ft 32.8 psf 65.6 psf 1.42 60.7 -0.90 -1.80
200 ft 33.7 psf 67.5 psf 1.46 62.5 -0.90 -1.80
250 ft 35.3 psf 70.7 psf 1.53 65.5 -0.90 -1.80
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Page 2
NNE
� ����� CALCULATIONS FOR WALL-MOUNTED SIGNS
4 earyse"'.
'Wall Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure: P= 35.2 psf
I
Sign type: Cabinet
Sign size: A= 36.2 sgft (entire cabinet)
Wall material: Masonry (ASTM C90,1,500 psi min)
Anchor type/size: i 1/4"Tapcon
Ref: : ITW Tapcon, NOA 07-1126.10
Min Embedment: 1.25"
Min edge dist: 2.5" Min Spacing: 3"
I
Anchor tensile capacity: Tcap= 195.0 lb (per anchor)
Check Anchors for Pullout
I
Total Reaction: Rt= 1274 �lb ...=P*A (entire cabinet)
No. of anchors req'd: n= 6.5 total anchors ...=Rt/cap
I
Total anchors required: 7 total anchors balanced over cabinet
I
OK,typical anchor option shown. Limit to min (g)total.
Ref anchor schedule for other anchor options.
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