HomeMy WebLinkAbout13-14248 ' CITY OF ZEPHYRHILLS
- ' S335-8TH STREET
� ' (sis)�so-oo20 142 ~
BUILDING PERMIT
Permit Number: 14248/14078 Address: 7242 GALL BLVD
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: 35-25-21-0010-07200-0000
Improv. Cost: 28,100.00
Date Issued: 6/04/2013 Name: KIM-MP MULTI STATE LLC C/O KIMCO
Total Fees: 322.50 Address: 3333 NEW HYDE PARK RD STE 100
Amount Paid: 322.50 NEW HYDE PARK NY 11042-1205
Date Paid: 6/04/2013 Phone: (610)677-5800
Work Desc: INSTALL MULTIPLY SIGNS WALL (MONUMENT ) PANERA BREAD SEE SITE PLAN
WEST CENTRAL SIGNS,INC. ' •
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FINALTRICAL�UG�I,` ��
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REINSPECTlON 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 t) 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 properly. 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 pertormed in accordance with
i Codes rdinances. NO OCCUPANCY BEFO C.O.
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CONTRACTOR SIG ATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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Contrac omeowner: �, �
Date Received: ,� ��-��
Site: ���� �� ��
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Permit Type: � � � �� L `°
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Approved w/no comments: Approved w/t below comments: ❑ Denied w/the below comments: ❑
This comment he t sha 1 be ith the permit andlor plans.
, �
Kalvin Sw zer-Pl Examiner Date Contractor and/or Homeowner
(Required when comments are present)
a�saao-oozo ' City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Recelved ,� � � / >
Phone Contact for Permlttln � �..5� � � � _ � Z�3 �M� k��
Owner's Name �C5,-J.�1 U � F�..c,) �tE�p �� �„�.,� Owner Phone Number �i � 6�^ � d
i $ .�i
Owner's Address 7 Z J ,„�;� h ci����'� J-+,p"��� Owner Phone Number
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Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS l G � G� C.�- LOT# �
SUBDIVISION PARCEL ID# � .� `������ i� �'j ��� « �� r �� n ��
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT � SIGN � � DEMOLISH
INSTALL 8 REPAIR
PROPOSED USE � SFR � COMM � OTHE Lv� � S
TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL � r-
DESCRIPTION OF WORK ��C��� MCt'NiJ N!�t1�S(C•,ti� (,�J p�(v CCS��.S �C1 c.�S nt 'ia��S
BUILDING SIZE SQ FOOTAGE�� HEIGHT
�BUILDING $ ^��
L 7� VALUATION OF TOTAL CONSTRUCTION
,�ELECTRICAL ,� �� AMP SERVICE
$ �� � PROGRESS ENERGY Q W R.E.0
�PLUMBING $ �Z�g
�( �
�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �
� �a��
�GAS � ROOFING � SPECIALTY � OTHER W I�
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO .� `" �
S�
BUILDER 1/ vi/ �. OMPANY ��?` ��=-�J�C�G C��S(���S
SIGNATURE �� �G�� REGISTERED Y/ N FEE CURREN Y!N
Address ���C� S�jQ t� �F��v � ,�,�j 1 --�
License# �5 d lSC�c�n Q
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ELECTRICIAN ��� �/�/ 'COMPANY �E,S1 ��•1�,`��DC.. S � �j J S
SIGNATURE � REGISTERED Y/ N FEE CURREN Y/N
Address � 1s ZC> J J �{� �/�1 "��D� a
� �7 License# �-
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREK Y/N
Address
License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address
License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address
License#
Illlllllllllllllllllllllllltlllllllllllllllllllllllllllllllllllllll
RESIDENT'IAL 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,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities 8 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,Stonnwater Plans w/Silt Fence installed,
Sanitary Facilities&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 8�Contractor sign back of application,notarized
If over s2500,a Notice of Commencement(s required. (A/C upgrades over s7500)
'" 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(PIoVSurvey/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 contractor are uncertain as to what licensing requirements may appfy 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 RESOURCE 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
certify 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'S/OWNER'S AFFIDAVIT I certify 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 work 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 also
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, Water/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 Florida.
- 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 for 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
justifiable cause for the extension If work ceases for ninety(90) consecutive days, the job is considered abandoned
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INT ND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR N ICE OF COM NCEMENT.
FLORIDA JURAT(F.S 117.03)
OWNER OR AGENT CONTRACTOR ����" /v'.eO�%
Subscribed and sworn to(or affirmed)before me this ubscri anc� rn to b for�e this .
by ��V�7��bl�y ��^.i/. �, ��S u)e�' i V�
Who is/are personally known to me or has/have produced
as identification. � r has/have produced��� _f �„^ „I
as identification. G� �"(vr �f_�
, Hl 1�.�✓'41.1��t, �17G,�
Notary Public / ` �� � �
Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped
Name of Notary typ c} � r sta
='' �'= MY C011M"'I"�I(�N#EE100688
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EXPIRES June�,2015
(407 398-0153 FbrldallotarySan:.:-�•cm
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Pertnk No. Paroel ID No 3 5 2 s2�� a l a o g�o�' U v n o
,:..� NOTICE OF COMMENCEMENZ,�o n^
s��e a �L Counry ot ��J 1L//
THE UNDERSIGNED hereby 9ives notice Mat 4nprovemaM wil�pa made to ceAain roal property,anE in a000ndance with Cl�epter 713,Fbrida Statules,
�B���0��tlon is proNdetl In 1MS NoUCe M r.rormenoeme�t; , m��
t. DescriptionofProperty: Parcellde Wkah.. �✓� � .S�'� l �,(� � a Q $$0� QO Q� N H�
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Street Addreas: �p�..
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2. Ganerel DeacApbn ot Improvament W�N
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3. Owner Inromfatlon w Lessee MfomuUon H Me�esaes con�raqad tor the 6nprovemeM: 3 �
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3 ►+
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Mdreaa �iry ,� - A
Interoat in Property. SGte v�••
Name of f'oe Simpla TiUaholdsr ,���
(If diffarent hom Owner fisteA above) � �
AtltlresS �—
� CoMrador. � Stete ?
Addrea Q��/ Q�(� / /
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ConUadofs Telap ane No.. !�/c 7✓//H�'J�U�(Q�_ C� Ute
5. Surery: /�
Name
Address ��ry � m v
Stete �N a
Amount of Bond: S Telsphone No..
8. Lender. f!�/ t0
Na W�N
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Addroas Ciry Siste ���
lendera Talsphone No.. r
7 Penons wiMin ths State W FIaMa Gesi natsA `;A 7
Sedion 7 3.73(1)(a)(7J,Fbrfda SbtWea: � �1h°°�°r upon whom noUcas or other doeumants may be served as proNded by ��•o
�i�/3 a
9 N
n
�FaO
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Addreas Ciy Stete p mA
Telephone Number of Dealpneted Penon: .w�
8• In eddilion to himseH,Ne owner tleaipnetae — ���O
ot �
recshro a copy of the Llenors Notlee as proNded in Seclion 713.13(1)(b),Florida Statules. � �
Tebphone Number of Paraon or Entity DesipnateA by Owner Y y
W �
9• E�iretlon d�te of Nolice M Cortrnencement(th�s�iratian data not ba bsforo ths campNFion of comtnktlon and find paymeM to 1he �
r
controctor,but will be one year hom Iha dete of recordinp unleas a iff t date i�apacifleA): �
WARNING TO OWNER: ANY pAYMENTS MADE BY THE OYVN ER EJ(PIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTE 3, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYIN(i TWICE FOR IMPROVEMENTS TO U PR PE TY. A NOTICE OF COMMENCEMENT MUS7 BE
RECORDED AND POSTEO ON THE JOB SITE BEFORE THE FIRST S EC N. F YOU INTEND TO OBTfUM FINANCING COMSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING OR C RDINC3 YOUR NOTICE OF COMMENCE�ENT,
Under psnelry of perjury,I tledaro tl�et I heve read yb{o rptl�a Net the tecb steled tlrorein ero W s to tAe beat
of my knowledpe end befief.
STATE OF FLORIDA
COUNN OF PASCO
Sipnaturo M l , s or Leesee's!w d
0(�!/DI NP edM�npp�
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Sf oys T1UdOffloe
The loreyoing instrumont was acknowl d baPo e thia day ot 20��by
�" �a
�- ( a auth ri1y,e.p.,Wficer.Wslee.attomey in fad)for
(nam o on m InsWmsM waa axsatW).
Peroone�y Known�produceE Wantification❑ Notary Sipnelure
Type of Idantificatlon Produced Name(PMQ
, NOTARIAL SEAL �
TNERESA M SUSCO
Notary Public
LOWER MERION TWP,MONTGOAAERY COUN�Y
. wpdetelbce/notloscommencement pc053W8 M�r Commlalon Expk�t Jm 20,2bt5
�VD �
STATE QF �l.QR1�3A, C4UNTY OF F�S�U '�� ' � ` • ��.Q
THIS IS'T'C:C'c:RTIFY THAT THE FOi�k'�at�ING IS A �9�. �
TRUE AND CORRECT COPY 4F TFiE DOCUMENT .�
ON FILE 0�J�PU6LIC RFC.C�RD IN THIS OFFICE � ' .
WITNESS f�l?Y NAND AND i.`?.FFICIAL.S�AL THIS m�O`��''f r�~�,Sr , �
r�;� DAY OF �C�S.� 2�l/ * • a`�: •
� � . *
PAULA S O'NEIL, CLERK & OMPT(�OLLER 'k 1887 *
SY�� "�---UEPUTY�LERK �`��'�! �
Y� � F FLO'I�P
,��»vtsta�v c�r �v�:sr cr_�rw�� slc,n�s, �,�c
Dear Customer.�
This letter is required in order for SIGNSTAR-A Division of West Central Signs to apply for permit(s) to
install signs at your location. It must be signed by an officer(or owner) of your company and must be
notarized
Thank ou.
I: Townview Retail, LLC Property owner or agent of:
7246-7422 Gall Blvd., Zephyrhills, FL 33541
Address
D e y give permission fo SIGNSTAR-A Division of West Central Signs or its agent to erect a
sign at the above/ocation.
Step#e th �
Property r or a flt(Please type or print)
May 3, 2013
Signature of Pro rty owner or agent Date
725 Conshohocken State Road
Bala Cynwyd, PA 19004
Mailing Address
610-667-5800 Ext. 117
Telephone Number
This instrument was acknowledged before me this V� Da of
Y � , 20 �_ .
�
commonw N tary Pub C ignature)
ealth of Pe��s ��a���
NOTARIAL SEAL
RANDI SFtENKMqN,NpTj�y p�g� p �.,� /
Lower Merion Townshlp,M�tyo�,��n L�U�C�/ � /'�n �C��i�
M Commission 'res M�g,�p�5 NotBry PubI1C (Pnnted Name)
Personally Known- �
Produced Identification- �
Type
SI � NST R
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fi�,
1�1ap - Pasco County Property Appraiser Page 1 of 1
Pasco County, Florida 2.1 miles of Zephyrhills
Mike Wells �` �
Pasco Countv Propertv Appraiser �
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ORNFLOWER,AVENUE �
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Recen__t Sale_s_in this area
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2,840 Feet
Map]DU 18319675/4321
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IZttp:!!map�.pascogov.com/maps/showmap.asp?Name=PascoMap_New&mdi=183 l 9675&... 5/29/2013
EnCon Services, Inc.
Awning Design Calculations
Job Description PREPARED BY: EnCon Services, Inc.
Panera Bread 2272 Jaudon Road
7242 Gall Blvd. Dover, FL 33527
Zephyrhills, Florida 813-655-3373
18'-2"Awning F 813-655-9814
Design per 2010 Florida Building Code,Section 16 W ind Load
ASCE 7-10, Load Case: D+0.6W Aaron Biedenbach, P.E.
Desi n Specifications FL PE#52949, FL EB 9394
Risk Category I OH PE 60756, OC#01893
Kzt 1 KY PE #20281, P#2463
Exposure Factor B IN PE#PE 19600322
Kd 0.85 FL CBC#060535,QB#22527
Kz 0.7
V 130 mph
GCp-Gcpi 1.58 Zone 5, h<60
Wind Pressure 40.7 (psf)
Cano Information
Hei ht 5.00 ft
W idth 18.17 ft
Thickness 3.00 ft
Distance rade to to 30 ft �1��������/i
���� ��E�EN '�.
```2, �N, E '�y .
Wind Sheer Force 366.1 (Ib) �• •. ,,.
Weight of Awning 818 (Ib) � p �;G • �
Uplift Force= 895.8 (Ib) �Q �v 9 •:W�
. o Y . W�
� a • � Z �
Total Tension Force = 2217.1 (Ib) ;i� ; Q. '� �
:.'� ��: ���
� . F�pA .• �`�'`�
equire row e ..���.• �
Fastener size Nominal 3�g 3�g ����'S+S���Q►��b►�
Minimum number of fasteners 14 14 s��io����a�!��
Sheer Force er fastener Ib 64.0 280
Tension Force er fastener Ib 158.4 352
Combination Tension and 0.68 <1 O.K.
Sheer ratio
THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART BELOW
FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE.
WALL STRUCTURE ANCHOR TYPE
BRICK HILTI HLC OR EQUAL SLEEVE ANCHOR,1-1l2'EMBEDMENT
MINIMUM EDGE DISTANCE=2 BRICKS ANY DIRECTION
ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
Panera Bread Zephyrhills Gall Blvd 18-2 awning 5/27/2013
EnCon Services, Inc.
Awning Design Calculations
Job Description PREPARED BY: EnCon Services, Inc.
Panera Bread 2272 Jaudon Road
7242 Gall Blvd. Dover, FL 33527
Zephyrhills, Florida 813-655-3373
11'-6"Awning F 813-655-9814
Design per 2010 Florida Building Code, Section 16 Wind Load
ASCE 7-10, Load Case: D+0.6W Aaron Biedenbach, P.E.
Desi n Specifications FL PE#52949, FL EB 9394
Risk Category I OH PE 60756, OC#01893
�t � KY PE #20281, P#2463
Exposure Factor B IN PE#PE 19600322
Kd 0.85 FL CBC#060535,QB#22527
Kz 0.7
V 130 mph
GCp-Gcpi 1.58 Zone 5, h<60
Wind Pressure 40.7 (psf)
Cano Information
Hei ht 5.00 ft
W idth 11.50 ft
Thickness 3.00 ft ��������
Distance rade to to so n `1`�t�`�pENBqc�
.
v .••••. --
Wind Sheer Force 366.1 (Ib) ��2��•�NS E ' � *+
Weight of Awning 518 (Ib) � O :�G ' �
� � .„ �, �y;
Uplift Force= 633.9 (Ib) � a : No �:� �,?W�
a • . Z .
Total Tension Force= 1403.2 (Ib) �* ' P ��' C? �
_ . �o:� ��
•� F�Da �. � 0
eqwre rov� e �� �'••••'� �
Fastener size Nominal 3/8 3/8
'�FFSSI�Na�►���
Minimum number of fasteners 8 g ''s�'��I//!I���,
Sheer Force er fastener Ib 79.2 280
Tension Force er fastener Ib 175.4 352
Combination Tension and 0.78 <1 O.K.
Sheer ratio
THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART BELOW
FOR APPAOPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE.
WALL STRUCTURE ANCHOR TYPE
BRICK HILTI HLC OR E�UAL SLEEVE ANCHOR,1-1J2'EMBEDMENT
MINIMUM EDGE DISTANCE=2 BRICKS ANY DIRECTION
ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
Panera Breud Zephyrhills 6all Blvd il-6 awning 5/27/2013
EnCon Services, Inc.
Awning Design Calculations
Job Description PREPARED BY: EnCon Services, Inc.
Panera Bread 2272 Jaudon Road
7242 Gall Blvd. Dover, FL 33527
Zephyrhills, Florida 813-655-3373
15'-8"Awning F 813-655-9814
Design per 2010 Florida Building Code,Section 16 W ind Load
ASCE 7-10, Load Case: D+0.6W Aaron Biedenbach, P.E.
Desi n Specifications FL PE#52949, FL EB 9394
Risk Category I OH PE 60756,OC#01893
�t � KY PE #20281, P#2463
Exposure Factor B IN PE#PE 19600322
Kd 0.85 FL CBC#060535,QB#22527
Kz 0.7
V 130 mph
GCp-Gcpi 1.58 Zone 5, h<60
Wind Pressure 40.7 (psf)
Cano Information
Hei ht 5.00 ft
W idth 15.67 ft
Thickness 3.00 ft
Distance rade to to 30 n t,�90��p�N BqC�'
. /
�
W ind Sheer Force 366.1 (Ib) t�� Q' ��'����'• ' �
NSE • � �
Weight of Awning 705 (Ib) �� 'Z' :G� • �
�� :v 9 ;' •� �
Uplift Force= 794.5 (Ib) = Q � �� �
� . �
_ � V ` \
Total Tension Force= 1912.0 (Ib) `,�c � � o� C? ;
� ?
equire rovi e =�QOF.�F:OQ;��`���
1
Fastener size Nominal 3/8 3/8 ��� �S S�('j�Q` `1,
Minimum number of fasteners 14 14 ����5/d>l����
Sheer Force r fastener Ib 56.8 280
Tension Force er fastener Ib 136.6 352
Combination Tension and 0.59 <1 O.K.
Sheer ratio
THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART BELOW
FOA APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE.
WALL STRUCTURE ANCHOR TYPE
BRICK HILTI HLC OR EQUAL SLEEVE ANCHOR,1-1/2'EMBEDMENT
MINIMUM EDGE DISTANCE=2 BRICKS ANY DIRECTION
ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
5/27/2013
Panera Bread Zephyrhills 6nll Blvd 15-8 uw�ing
EnCon Services, Inc.
Awning Design Calculations
Job Description PREPARED BY: EnCon Services, Inc.
Panera Bread 2272 Jaudon Road
7242 Gall Blvd. Dover, FL 33527
Zephyrhills, Florida 813-655-3373
14'-4"Awning F 813-655-9814
Design per 2010 Florida Building Code, Section 16 Wind Load
ASCE 7-10, Load Case: D+0.6W Aaron Biedenbach, P.E.
D@SI n Specifications FL PE#52949, FL EB 9394
Risk Category I OH PE 60756, OC#01893
Kzt 1 KY PE #20281, P#2463
Exposure Factor B IN PE#PE 19600322
Kd 0.85 FL CBC#060535,QB#22527
Kz 0.7
V 130 mph
GCp-Gcpi 1.58 Zone 5, h<60
W ind Pressure 40.7 (psf)
Cano Information
Hei ht 5.00 ft
W idth 14.34 ft
Thickness 3.00 ft
Distance rade to to 30 ft '
I�/1►/// /�
Wind Sheer Force 366.1 (Ib) `������EDE eqc.
W eight of Awning 645 (Ib) `� Q, ��� .�� �=
Uplift Force= 741.9 (Ib) � °• N � * '�
2 �c .
t O ;�G �?� �
` � •`i ' ��
Total Tension Force= 1749.7 (Ib) = `� � t�O * � W�
• OF . Z :
. �
eqwre rovi e �� •� �P p: C? �
� • �1 ��
Fastener size Nominal 3/8 3/8 � �Q �•, F L O�.' � �
Minimum number of fasteners 12 �2 � �jC` �••••' �, ��
Sheer Force er fastener Ib g�.g 280 -�,�s�FSS t�ONa�,l,
Tension Force er fastener Ib 145.8 352
Combination Tension and 0.64 <1 O.K.
Sheer ratio
THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART BELOW
FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE.
WALL STRUCTURE ANCHOR TYPE
BRICK HILTI HLC OR EOUAL SLEEVE ANCHOR,1-1/2'EMBEDMENT
MINIMUM EDGE DISTANCE=2 BRICKS ANY DIRECTION
ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
Panera Breod Zephyrhills Gall Blvd 14-4 awning 5/27/2013
EnCon Services, Inc.
Awning Design Calculations
Job Description PREPARED BY: EnCon Services, Inc.
Panera Bread 2272 Jaudon Road
7242 Gall Blvd. Dover, FL 33527
Zephyrhills, Florida 813-655-3373
Drive Thru Awning F 813-655-9814
Design per 2010 Florida Building Code, Section 16 Wind Load
ASCE 7-10, Load Case: D+0.6W Aaron Biedenbach, P.E.
Desi n Specifications FL PE#52949, FL EB 9394
Risk Category I OH PE 60756, OC#01893
Kzt 1 KY PE #20281, P#2463
Exposure Factor B IN PE#PE 19600322
Kd 0.85 FL CBC#060535, QB#22527
Kz 0.7
V 130 mph
GCp-Gcpi 1.58 Zone 5, h<60
Wind Pressure 40.7 (psf)
Cano Information
Hei ht 4.00 ft
W idth 10.00 ft
Thickness 4.00 ft
�istance rade to to 3o ft 1���Q►g�EDF����
N .�
W ind Sheer Force 390.5 (Ib) ���O� .•��N �� .4� �
Weight of Awning 360 (Ib) ;��v��' '� =
Uplift Force= 531.1 (Ib) � � : No ' :��
� � : � /�3 : W�
Total Tension Force= 976.1 (Ib) �"� � �pTE� �:2�
�
p • � ���` ��
equire rovi e =��•:�L O R �•� �
Fastener size Nominal 3/8 3/8 ��i SS/ON A�- (�,
Minimum number of fasteners 10 10 ���i,.,,�����l��
Sheer Force er fastener Ib 53.1 280
Tension Force er fastener Ib 97.6 352
Combination Tension and 0.47 <1 O.K.
Sheer ratio
THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART BELOW
FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE.
WALL STRUCTURE ANCHOR TYPE
2X WOOD BLOCKING ATTACHED TO WALL FRAMING 3/8'DIA.LAG BOLTS,3'EMBEDMENT THRU BLOCKING
ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
Poriera Bread Zephyrhills Gall Blvd DT owning
5/27/2013
EnCon Services, Inc.
Sign Design Calculations
Job Description PREPARED BY: EnCon Services, Inc.
Panera Bread 2272 Jaudon Road
7242 Gall Blvd. Dover, FL 33527
Zephyrhills, Florida 813-655-3373
7'-0" monument sign F 813-655-9814
Design per 2010 Florida Building Code
ASCE 7-10, Load Case=0.6W+ D Aaron Biedenbach, P.E.
FL PE#52949, FL EB 9394
Risk Category II OH PE 60756, OC#01893
�t 1 KY PE #20281, P#2463
Exposure B IN PE#PE 19600332
Kd 0.85 FL CBC#060535, QB#22527
� 0.57
� 140 mph
Cf 1.43
G 0.85 Wind Pressure
Number of Poles 1 30 PSF
Sign Area Distance to Center P=Force Moment
sf ft (ib) ft-Ib
Top 74.06 3.85 1313 5055
Middle 0 0
Bottom 0 0
Poles 0 0
Totals 1,313 5,055
Required Sx 2.63 inches cubed per pole
Provided Sx 8.5 6" (0.280 wall)A53 B Steel Pipe OK
Base Design
Number of Bases 1
Diagonal B(FT) 2.50 Base Size Required
Lateral soil pressure(LB/SF/FT) 150 5.0 FT Deep
Depth(Estimated)(FT) 5 2.5 FT Diameter
S1 500
Design Depth (FT) 4.67 Ft
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