HomeMy WebLinkAbout12-12954 , CITY OF ZEPHYRHILLS
5335-8TH STREET
�sis)�so-oo20 12954
BUILDING PERMIT
Permit Number: 12954 Address: 38135 MARKET SQUARE DR
Permit Type: SIGN ZEPHYRHILLS, FL.
Class of Work: WALL SIGN Township: Range: Book:
Proposed Use: COMMERCIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 02-26-21-0010-03900-0030
Improv. Cost: 2,185.00
Date Issued: 4/06/2012 Name: FLORIDA MEDICAL CLINIC
Total Fees: 135.00 Address: 38135 MARKET SQUARE
Amount Paid: 135.00 ZEPHYRHILLS, FL. 33540
Date Paid: 4/06/2012 Phone: (813)780-8440
Work Desc: INSTALL TWO(2) SETS SURGERY CENTER ONE(1) SET ENTRANCE W/ELECTRIC
5. •
CB SIGN SERVICE INC
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ELECTRICAL,R�OM� -t v
FINAL ��� I �
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
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 permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
'V�O'
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
Parce)ID#0 - 6- 1-0070-0 9p0-0O�0
Address:Florida Medical Ciinic
38135 MarketSauare
Zephyrhilis,Florida 33542
To whom it may concern:
As the owner of the above referenced property, I herby authorize CB Sign Service to apply for permits and to install
signage at this property.
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Owner's Si at� •�C��
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Print�9WTer's Name Owner's Address
38/3s 1'V��l� S e��
2 e�h�r �l►� `� '� � Z,
O ne City/Sta�e Zip Co e
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Owner's Telephone Number
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Swo to and subscribe before me this � day of ��- 2012
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,•,�a�o�e•; RITq DVKES
Notary Public .�°. .`�; Nolary Publ�c •State of flOfida Notary Seal
' � •? My Comm Expues Nov 5,2014
"';� oP��� Comrnission # EE 30133
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� Bon�+��-� �,� ��anonal Notary Assn.
Print Notary's Name
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received /,,'�,/� 3i � � � �j�j
Phone Contact for Permitti� �r� ' -
Owner's Name y � /�/('i, Owner Phone Number
Owner's Address 5 � Owner Phone Number r- -�
Fee Simple Titleholder Name Owner P one Number ���' ��p'OOy�
Fee Simple Titleholder Address -�
JOB ADDRESS 38135 .�/�l�T�' U .8 f/i S /�L, 33.5"�/ LOT# ��
SUBDIVISION PARCEL ID# O�Z' �!.-1/-UO/O.O3Qa0� U030�
(OBTAINED FROM PROPERIY TAX NOTICE)
WORK PROPOSED B NEW CONSTR e ADD/ALT � SIGN � Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER �-
TYPE OF CONSTRUCTION Q BLOCK Q FRAME O STEEL Q
DESCRIPTION OF WORK �,�„ /�„� - � - � � --�
BUILDING SIZE � SQ FOOTAGE�� HEIGHT
�BUILDING $ VALUATION OF TOTAL CONSTRUCTION
s� (�
QELECTRICAL $ � AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ �Gcf S
TO 'ZOPy GTJ�.O F
�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ����a��r
OGAS Q ROOFING Q SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
BUILDER � COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# � �
ELECTRICIAN �COMPANY C� � ' fN/��e J'/`�-
SIGNATURE REGISTERED N FEE CURRE� Y/N
Address 1� � Q�•- 3`lV �icense# G(.i /3(����_
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �-
OTHER ��� ' COMPANY � I �'Nlt.-G'JI'�(�
SIGNATURE �i� � REGISTERED FEE CURRE� Y/N
Address �``"� "� l.n L�r 3�6 jd' License# � J��'j'/ 7��
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,ConsUuction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life 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,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8�1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"'"`PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely
Owner&Contractor sign back of application,notarized
If over 52500,a Notice of Commencement is required. (A/C upgrades over aT500)
" Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to 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 for a misdemeanor violation
under state law. If the owner or intended cont�acto� 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 will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESQURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be 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, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
ce�tify that i, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that i have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner" prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT: I cerfify 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 land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all wvrk will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I aiso
certify that I 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 Environmentally Sensitive
Lands, Watec/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
If the fill material is 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 Flvrida.
If the fill material is to be used in Flood Zone °A" in connection with a permitted building using stem wall
construction, I certify that 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 of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued 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 AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned fo�a period of six(6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building OfFicial for a period not to exceed ninety (90) days and will demonstrate
justi�able cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned
WARNING TO OWNER: YO EMEN'TS TO YOUR PROP RTl(.TIF YOU INTEND TU OBTAIN FANANC NG, CONSULT
PAYING TWICE FOR IMPR
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COM�M EMENT.
FLORIDA JURAT(F.S. 117.0 �, ' .�.-- ,,�%' K/ G° �1
OWNER OR AGENT G� r� CONTRACTOR �
Sub b and s rmed)b �e m�s Subs bed nd swom to or�rmed)���G —
S CL 71` `� / ��
Y or haslhave ro uced o is/are ersonally known to m r has/have produced
o fs/ re ersonally know_,_.O.ta P --��`" ' as fdentification.
as Identlflcatlon.
'� �/� �,,/� �` � � 6y'�✓`�L� Notary Public
i`"\ d���-'�Notary Pubtic `�
_� �, L�3�� mission No. �� � � ���O
misslon No._.__�— L L!a'S
'E N N�F E� �t � L� ti <J E�V it�� F c�1. it �D
`�-� Name of Notary typed,printed or stamped
Name of Notary typed�Printed or s mped
JENNIFER M ROLLINS JENNIFER M ROLLINS
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=°%�r�h'�c+ MY COMMISSION#EE64386
:°,%'l"'""�n MY COMMISSION#EE64386 ' EXPIRES:fE814,2015
„i�� EXPIRES:fE614,2015 °"� Bonded through tst Stale Insurance
�p�� Bonded through tst Slata Insurance
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City of Zephyrhills `�,/
BUILDING PLAN REVIEW COMMENTS ��'\'�� -7--
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Contractor/Homeowner: j(1� '1� �
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Date Received: ��'�`�° j �--
Site: c'�� 5 I b L-t�—C�k.� C •
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Permit Type: ' S�-�'� �� , �i Z � �cwti .,'�� � I�5��
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Approved w/no comments:❑ Approved w/the below comments: ❑ Denied wlthe below comments:
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This comment sheet shall be ke �vith the permit andlor plans.
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Kalvi itzer ans iner Date actor d or Homeowner
equire hen comments are present)
A S and E, Inc 24710 State Road 54 (813)948-2812
Lutz, FI 33559 Fax: (813) 949-2016
Name: American Petroleum Project Surgery Center
Wind Speed 150 mph All Wind Loads meet with the 2010 Florida Building
Mean Height 60 ft Code
Wind Code ASCE 7 Exposure C Wind Category ii
Wind Pressure (WP) 35.96 psf
GCp= 1.40 Total Pressure = WP"'SF 50.35 p�f
ALL WORK�E�ALL COA�PLY WITH ALL
p'REVAILING CODES,FLORIDA BUILDING
CO�E,NATIOT(AL ELECTRIC CODE AND
CI'1'Y OF ZEPH�1'RHILLS ORDINANCES
North Elevation
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Letter Height (in) 2 ft 6 in Connection Notes:
Letter Width (in) 2 ft 6 111 Use a minimum (5) stainless steel#14 Tek screws(or
Area 4.6875 Sq ft Self Tappin Screw Equivalent) into minimum structural
metal backing for each letter
Number of Bolts 5
Shear Value 203 Ibs
Tension Value 110 Ibs
Shear per bolt = Area " 10 psf 9.38 Ibs
Tension per bolt =Pressure *Area 47.20 Ibs
Bolt Value=Shear per bolt/ Shear Value + Tension per Bolt/Tension Value
Bolt Value 0.48 < 1.00 O.K.
General Notes: Connection design only. All wind load calculations
based on code reference section 1609, which references ASCE
7. Shape factor are determined per ASCE 7. If site conditons �
differ from stated reference contact A S and E, Inc, (813)948-
28,2. l�
Robert W. Wall, PE
FI Reg#46021
A S and E, Inc 24710 State Road 54 (813)948-2812
Lutz, FI 33559 Fax: (813)949-2016
Name: American Petroleum Project Surgery
Wind Speed 150 mph All Wind Loads meet with the 2010 Florida Building
Mean Height 60 ft Code
Wind Code ASCE 7 Exposure C Wind Category ��
Wind Pressure (WP) 35.96 psf
GCp= 1.40 Total Pressure = WP*SF 50.35 psf
West Elevation
.
�4
N
Letter Height (in) 2 ft 6 in Connection Notes:
Letter Width (in) 2 ft 6 in Use a minimum (5)stainless steel#14 Tek screws (or
Area 4.6875 Sq ft Self Tappin Screw Equivalent) into minimum structural
metal backing for each letter
Number of Bolts 5
Shear Value 203 Ibs
Tension Value 110 Ibs
Shear per bolt = Area * 10 psf 9.38 Ibs
Tension per bolt =Pressure * Area 47.20 Ibs
Bolt Value=Shear per bolt/ Shear Value + Tension per Bolt/ Tension Value
Bolt Value 0.48 < 1.00 O.K.
General Notes: Connection design only. All wind load calculations
based on code reference section 1609, which references ASCE '
7. Shape factor are determined per ASCE 7. If site conditons
differ from stated reference contact A S and E, Inc, (813) 948- � � ?�
2812.
Robert W. Wall, PE
FI Reg#46021
A S and E, Inc 24710 State Road 54 (813)948-2812
Lutz, FI 33559 Fax: (813)949-2016
Name: American Petroleum Project Entrance
Wind Speed 150 mph All Wind Loads meet with the 2010 Florida Building
Mean Height 60 ft Code
Wind Code ASCE 7 Exposure C Wind Category ��
Wind Pressure (WP) 35.96 psf
GCp= 1.40 Total Pressure = WP"SF 50.35 psf
West Elevation
.
�
�
[V
Letter Height (in) 2 ft 6 in Connection Notes:
Letter Width (in) 2 ft 6 In Use a minimum (5) stainless steel#14 Tek screws(or
Area 4.6875 Sq ft Self Tappin Screw Equivalent) into minimum structural
metal backing for each letter
Number of Bolts 5
Shear Value 203 Ibs
Tension Value 110 Ibs
Shear per bolt = Area * 10 psf 9.38 Ibs
Tension per bolt =Pressure * Area 47.20 Ibs
Bolt Value=Shear per bolt / Shear Value + Tension per Bolt/ Tension Value
Bolt Value 0.48 < 1.00 O.K.
General Notes: Connection design only. All wind load calculations
based on code reference section 1609, which references ASCE
7. Shape factor are determined per ASCE 7. If site conditons
differ from stated reference contact A S and E, Inc, (813) 948-
2812. I ��j
Robert W. Wall, PE
FI Reg#46021
A S and E, Inc 24710 State Road 54 (813) 948-2812
Lutz, F133559 Fax: (813)949-2016
Name: American Petroleum Project Entrance
Wind Speed 150 mph All Wind Loads meet with the 2010 Florida Building
Mean Height 60 ft Code
Wind Code ASCE 7 Exposure C Wind Category ��
Wind Pressure (WP) 35.96 psf
GCp= 1.40 Total Pressure = WP*SF 50.35 psf
West Elevation
.
�
�
[V
Letter Height (in) 2 ft 6 in Connection Notes:
Letter Width (in) 2 ft 6 in Use a minimum (5) stainless steel#14 Tek screws(or
Area 4.6875 Sq ft Self Tappin Screw Equivalent) into minimum stnactural
metal backing for each letter
Number of Bolts 5
Shear Value 203 Ibs
Tension Value 110 Ibs
Shear per bolt = Area * 10 psf 9.38 Ibs
Tension per bolt =Pressure '' Area 47.20 Ibs
Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value
Bolt Value 0.48 < 1.00 O.K.
General Notes: Connection design only. All wind load calculations
based on code reference section 1609,which references ASCE
7. Shape factor are determined per ASCE 7. If site conditons
differ from stated reference contact A S and E, Inc, (813) 948-
2812. �
Z
Robert W. W II, PE
FI Reg#46021
A S and E, Inc 24710 State Road 54 (813) 948-2812
Lutz, FI 33559 Fax: (813) 949-2016
Name: American Petroleum Project Surgery Center
Wind Speed 150 mph All Wind Loads meet with the 2010 Florida Building
Mean Height 60 ft Code
Wind Code ASCE 7 Exposure C Wind Category ��
Wind Pressure (WP) 35.96 psf
GCp= 1.40 Total Pressure = WP*SF 50.35 psf
North Elevation
_
�
N
Letter Height (in) 2 ft 6 in Connection Notes:
Letter Width (in) 2 ft 6 it1 Use a minimum (5) stainless steel#14 Tek screws (or
Area 4.6875 Sq ft Self Tappin Screw Equivalent) into minimum structural
metal backing for each letter
Number of Bolts 5
Shear Value 203 Ibs
Tension Value 110 Ibs
Shear per bolt = Area * 10 psf 9.38 Ibs
Tension per bolt =Pressure * Area 47.20 Ibs
Bolt Value=Shear per bolt/ Shear Value + Tension per Bolt / Tension Value
Bolt Value 0.48 < 1.00 O.K.
General Notes: Connection design only. All wind load calculations
based on code reference section 1609, which references ASCE
7. Shape factor are determined per ASCE 7. If site conditons
differ from stated reference contact A S and E, Inc, (813) 948-
2812. � �
Robert W. Wall, PE
FI Reg#46021
A S and E, Inc 24710 State Road 54 (813) 948-2812
Lutz, FI 33559 Fax: (813)949-2016
Name: American Petroleum Project Surgery
Wind Speed 150 mph All Wind Loads meet with the 2010 Florida Building
Mean Height 60 ft Code
Wind Code ASCE 7 Exposure C Wind Category ��
Wind Pressure (WP) 35.96 psf
GCp= 1.40 Total Pressure = WP*SF 50.35 psf
West Elevation
�
�
Letter Height (in) 2 ft 6 in Connection Notes:
Letter Width (in) 2 ft 6 in Use a minimum (5) stainless steel#14 Tek screws(or
Area 4.6875 Sq ft Self Tappin Screw Equivalent) into minimum structural
metal backing for each letter
Number of Bolts 5
Shear Value 203 Ibs
Tension Value 110 Ibs
Shear per bolt = Area " 10 psf 9.38 Ibs
Tension per bolt =Pressure * Area 47.20 Ibs
Bolt Value=Shear per bolt / Shear Value + Tension per Bolt/ Tension Value
Bolt Value 0.48 < 1.00 O.K.
General Notes: Connection design only. All wind load calculations
based on code reference section 1609, which references ASCE '
7. Shape factor are determined per ASCE 7. If site conditons
differ from stated reference contact A S and E, Inc, (813) 948-
2812. I
�7�
Robert W. all, PE
FI Reg#46021
A S and E, Inc 24710 State Road 54 (813)948-2812
Lutz, FI 33559 Fax: (813) 949-2016
Name: Arnerican Petroleum Project Entrance
Wind Speed 150 mph All Wind Loads meet with the 2010 Florida Building
Mean Height 60 ft Code
Wind Code ASCE 7 Exposure C Wind Category ��
Wind Pressure (WP) 35.96 psf
GCp= 1.40 Total Pressure = WP*SF 50.35 psf
West Elevation
.
�
�
Letter Height (in) 2 ft 6 in Connection Notes:
Letter Width (in) 2 ft 6 in Use a minimum (5)stainless steel#14 Tek screws(or
Area 4.6875 Sq ft Self Tappin Screw Equivalent) into minimum structural
metal backing for each letter
Number of Bolts 5
Shear Value 203 Ibs
Tension Value 110 Ibs
Shear per bolt = Area * 10 psf 9.38 Ibs
Tension per bolt =Pressure * Area 47.20 Ibs
Bolt Value=Shear per bolt / Shear Value + Tension per Bolt/ Tension Value
Bolt Value 0.48 < 1.00 O.K.
General Notes: Connection design only. All wind load calculations
based on code reference section 1609, which references ASCE
7. Shape factor are determined per ASCE 7. If site conditons
differ from stated reference contact A S and E, Inc, (813) 948-
28,2. � ��
Robert W. Wall, PE
FI Reg#46021
A S and E, Inc 24710 State Road 54 (813) 948-2812
Lutz, FI 33559 Fax: (813) 949-2016
Name: American Petroleum Project Surgery Center
Wind Speed 150 mph All Wind Loads meet with the 2010 Florida Buiiding
Mean Height 60 ft Code
Wind Code ASCE 7 Exposure C Wind Category ��
Wind Pressure (WP) 35.96 psf
GCp= 1.40 Total Pressure = WP*SF 50.35 psf
North Elevation
t
�
tV
Letter Height (in) 2 ft 6 in Connection Notes:
Letter Width (in) 2 ft 6 in Use a minimum (5) stainless steel#14 Tek screws(or
Area 4.6875 Sq ft Self Tappin Screw Equivalent) into minimum structural
metal backing for each letter
Number of Bolts 5
Shear Value 203 Ibs
Tension Value 110 Ibs
Shear per bolt = Area * 10 psf 9.38 Ibs
Tension per bolt =Pressure " Area 47.20 Ibs
Bolt Value=Shear per bolt/ Shear Value + Tension per Bolt / Tension Value
Bolt Value 0.48 < 1.00 O.K.
General Notes: Connection design only. All wind load calculations
based on code reference section 1609, which references ASCE
7. Shape factor are determined per ASCE 7. If site conditons
differ from stated reference contact A S and E, Inc, (813)948-
28,2. )'7
l�
Robert W. Wall, PE
Ft Reg#46021
A S and E, Inc 24710 State Road 54 (813)948-2812
Lutz, FI 33559 Fax: (813)949-2016
Name: American Petroleum Project Surgery
Wind Speed 150 mph All Wind Loads meet with the 2010 Florida Building
Mean Height 60 ft Code
Wind Code ASCE 7 Exposure C Wind Category �i
Wind Pressure (WP) 35.96 psf
GCp= 1.40 Total Pressure = WP"SF 50.35 psf
West Elevation
t
�
N
Letter Height (in) 2 ft 6 in Connection Notes:
Letter Width (in) 2 ft 6 in Use a minimum (5) stainless steel#14 Tek screws (or
Area 4.6875 Sq ft Self Tappin Screw Equivalent) into minimum structural
metal backing for each letter
Number of Bolts 5
Shear Value 203 Ibs
Tension Value 110 Ibs
Shear per bolt = Area * 10 psf 9.38 Ibs
Tension per bolt =Pressure * Area 47.20 Ibs
Bolt Value=Shear per bolt / Shear Value + Tension per Bolt/Tension Value
Bolt Value 0.48 < 1.00 O.K.
General Notes: Connection design only. All wind load calculations
based on code reference section 1609, which references ASCE '
7. Shape factor are determined per ASCE 7. If site conditons ,/� �
differ from stated reference contact A S and E, Inc, (813) 948- �"V�
28�2. /Z
�
Robert W. Wall, PE
FI Reg#46021
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A S and E, inc 24710 State Road 54 (813)948-2812 �
Lutz, F133559 Fax: (813) 949-2016
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Name: American Petroleum Project Surgery Center �
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Wind Speed 150 mph All Wind Loads meet with the 2010 Fiorida Buiiding �
Mean Height 60 ft Code
Wind Code ASCE 7 Expasure C Wind Category ii
Wind Pressure (WP) 35.96 psf �
GCp= 1.40 Total Pressure = WP"SF 50.35�p f
ALL��'OKK�HALL COn4PLY WITH ALL
FREVAILING CODES,FLORIDA BUILDING �
CO�E,NATIONAL ELECTRIC CODE AND �
CI"I'Y OF ZEPHYRHII,LS ORDINANCES �
North Elevation I
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Letter Height (in) 2 ft 6 in Connection Notes: ij
Letter Width (in) 2 ft 6 in Use a minimum (5)stainless steel#14 Tek screws (or
Area 4.6875 Sq ft Self Tappin Screw Equivalent) into minimum structural
metal backing for each letter !
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Number of Bolts 5
Shear Value 203 Ibs
Tension Value 110 Ibs
Shear per bolt = Area * 10 psf 9.38 Ibs
Tension per bolt =Pressure *Area 47.20 Ibs
Bolt Value=Shear per bolt/Shear Value + Tension per Bolt/Tension Value 3
Bolt Value 0.48 < 1.00 O.K. �
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General Notes: Connection design only. All wind load calculations '
based on code reference section 1609, which references ASCE �
7. Shape factor are determined per ASCE 7. Ifi site conditons '
differ from stated reference contact A S and E, Inc, (813)948-
_ 28,2. j�
Robert W. Wall, PE
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