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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. ' • _� � �/ , � � FINALTRICAL�UG�I,` �� c,f 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. � �> 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 � - --� � � � Contrac omeowner: �, � Date Received: ,� ��-�� Site: ���� �� �� d� � Permit Type: � � � �� L `° � �����y/ 5 � 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 � � c�,,,�Y .� � 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 /� �L 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 �,�, EXPIRES June�,2015 (407 398-0153 FbrldallotarySan:.:-�•cm � i iuiii iiiii iiiii iiiii iiii�iiiii ii�ii iiii�iiiii iiiii iiii iiii .- ' � 2013094140 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� � ' N e► Street Addreas: �p�.. \• 1+ 2. Ganerel DeacApbn ot Improvament W�N A N . � 3. Owner Inromfatlon w Lessee MfomuUon H Me�esaes con�raqad tor the 6nprovemeM: 3 � � (/ a. 3 ►+ ' �A 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�(� / / /�-///JV�. � 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 �wo z 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 � n 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� � �A 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 �z� 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 � W � EGGSHELL.DRIVE � ORNFLOWER,AVENUE � ._ ... ........ PRETTY,POND.ROAO _....._..__. _...._ - wa, -• r - r � When I click on the map: . ': l� rn � a Quick Info „ Full Info* , �' �i '� �° Zoom In 1 Sx ;� � �, Choose Layers: "� - � : � -- Parcel Lines(Default) � -- Parcel Labels(Automatic) MEDitA�A -- Street Names(Automatic) EW.AVENUE 20]1 1 ft- Color � -- Select Additional Layer MI55ION HILL5 AVEHUE ' � — Select Grouping �" , W MEOICAL,CENTER.AVENUE RANADAAYENUE= �' � � � � RIfA�O AVENUE W � Image Size / Quality: } ��`� � -i�BISCAYAAYENUE� J '""�'� '••� :�.7�.`C�7C�C� CADI2.AVENUE •� ' ,, « , t"" r�xwv-,,-,. . MADEIRA AVENUE 5'#r_ (Quahty applies�f imagery is selected) � ��, ', r; LOW QUdIIYy (FdSY�)PEG� � MADRID AVENUE� Links of Interest: ,�::. Recen__t Sale_s_in this area Search for orooertv in Pasco � Mao Search 2,840 Feet Map]DU 18319675/4321 Street name informat�on is maintained by the Pasco County BOCC GIS Department. 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 ,`r�Q@,e1ED E1ye'�� o ��..... � �� �� �.GENS •• y � ` Q �v •� * � � . 9 • � � Q ; No . W: � * . � . 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C� � O j � N �. y N O N Q D ti� � 0: 0� �D (D � � N p. -' O C n c) � Z �D N m � = o a II II � m � vyi � � 3 m �. < .�i a � - � � � m �: n cfDi z � o o' o: o R n D p V � � W � (N � 7 0 � ^ n n � � � A p�p C �O � � � � Z � o � V N � � W � ,(NTt W A s o y O� N � � � � :� A 01 A 1 W O C> N v Cn A � Oo � � O D = O 01 V U7 � O O V CO N OD O �1 (T � 1 7 � � Z Q_ m � � � � Q a � � � � N 7 � 0 � �/� � -{ 0 v �..i `-' CD � � f� \v = m � � Ul v � � � r D Z N O � � � � Z - (p � C � D � � � (/� TI O� � C � � � y �� � m 3 D cn � D ('� z �' � �' m D � � � � '���1/I1I/i��' ;{ Z o `,1 l�d* /1 q Roj'-,,, � Z r� p �t � �t io p n� m Z D �� � •����s��� � r � � 2 � O W W � v � � �L C) m N � � wrn � o -�'i cZn e� ; C�.� 'O " n � mm � W a, �� � � c�i o a � � � o � � � '' o m IV ° ^v'' Q- "' a' � °. `° O O "� � • O it � Z• m � ° <° � °' Vc�o � °COi° W � � �. cZn o =Z :p �. � ` v�"', °0 � 0 T o A � � v, � �� : O : _� 1J w � n r � Q — � � ��'9 • `���� � N A � � � � � �y •��• �• a �� N W �p W Ill ,� c,N�R ��,, N w A ' V ' ��/��I��I ',�,'�,T:ti'Ep,�F''�;E",�.Y��n�lpr`�ssc�� -_ - {r' L �� V/ r�\ l I O Z m c� a c ua r 0 00 � � '� N � � N n n Z � n ZD 7C r • rvr �� Dvmc�n m Z � m � � w � � m = rn� � � � T � D oW�, � Z m - �m � mzD p� � �� 0 = G7 � X (7 p � � � .� � � TO - _ � � x Dv� i rnmSo, = W p � ` D r �r T � � ;' � c � c�,� � � � D � m � � r C c m °- „ � 5'-0" Standard size � m � a o Z z n x 0 � 5'-0"(VERTICAL DIM.) 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