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Home My WebLink About16-17780 i ; CITY OF ZEPHYRHILLS '� 5335-8TH STREET � -- � - (813)780-0020 17780 ; BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17780 Address: 7435 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: MONUMENT SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Squ�re Feet: Subdivision: ZEPHYR COMMONS Est. Value: Parcel Number: 34-25-21-0160-00000-0040 Improv. Cost: 1,195.00 OWNER INFORMATION Dat� Issued: Name: FIRST COMMUNITY BANK OF AMERICA Total Fees: 127.50 Address: 13839 US HWY 98 BYPASS Amount Paid: 127.50 DADE CITY FL 33525 Date Paid: 10/03/2016 Phone: (352)518-2061 Work Desc: REPLACE ELECTRONIC MESSAGE MONUMENT �I CONTRACTOR S APPLICATION FEES THOMAS SIGN &AWNING CO,INC SIGN 67.50 THOM �S SIGN &AWNING CO,INC ELECTRICAL FEE 60.00 I I _ � � � /1, I � I � ! Ins ections Re uired FOOTERI ELECTRICAL ROUGH FINAL u REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or �I first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may b�e 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. "Wa'rning 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 I� before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with j� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. . ,� NO OCCUPANCY BEFORE C.O. l , � , �.._ � ' � T TOR SIGNATURE PERMIT OFFI R ; ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED ' PROTECT CARD FROM WEATHER � � 0 r o �'L4iLlsii�m . . �',9e„—"'s�....�.'t.. Y . - � .A ^�=- .;;. I ,.�,� s��;,�},.-.:sw.,.:,a ;:r_ �_�:�:�::_- - � `:��,�ar��"-^�-; - ,�„„.._ ; City lof Zephyrhills i BUILDING PLAN REVIEW COMMENTS Contrac'tor/Homeowner: V, y`i'u/Y1.� I L ' �—L� Date Re,'ceived: � site: , , `7��35 �.�� /� (�� Pernut ype: /� /vI.FJD')Lch'1P/l� si.�? �/e�'e�rrC Approv d w/no comments:❑ Approved w/the below comments: ' Denied w/the below comments: ❑ � _ / � ��s� �.�.�� °��vf�%P� �'� � �� y � � � ' (� 1 II /�/C C < ��`IY�� Q/J C . I) � �1 � � 0;i��r��[�.� !iD l ��v��r� ��'�' ��C��,u� I � � _ II �l , . 1� J I J' , This comment sheet shall be kept with the permit and/or plan�., ' �, I �� `��.s -- Kalvin Siwitzer—Pl xaminer Date $�` o an r Homeowner � ;(Req re w comments are present) � , �i i . . � � B��NK.of the OZARKS� � � � September 27, 2016 � To Whom It May Concern: � � � I, �✓� �G � �b , on behalf of Bank of the Ozarks, comply � with City of Zephy ills regulations as it pertains to the operation of Electronic � Message Centers (EMC). � - I � vP FaG��, Ti� � e and Title) I I I STATE OF ARKANSAS I COUNTY OF PULASKI � � I Th or oi ins r m w n wl � g ng t u ent as ack o edge before me this day of � , 20 , by � as � for I � � Personally Known OR Produced Identification � Type of Identification Produced I , I Q/� . � Signature - Notary Public � ' � My commssion expires: ��/2p� ��AN p� �.No,�� •'�t�` ?'•�L � i '��N�Tq s�,.in :��:��. � v '�, eLIC �� `�,��..:►�,��: P �� i � --^a�N ., 's�.,.,.'�.�z�3�' e�.-,� � ��q+�' U- �b`G.�y �h�Qq� �d'a�9 � �� .r� t ! 5 ��.a�`'`�n1lg•,U c;��j�'., • ��,��,Rr ;, ,T_. ..>>-��----�----�-`�`" i....-..�.' _.. ^��r,�� _,....��,. � �4�'�� 3 �r �,• i � ��'�'��".��, .�� _ ,q �� .��t� � ��"�'�i'�;G 1 ��! �;• ��f�,��„�`�� , �, .� ��_.'��'�._-"-- l _ . , \� �� B�'�NK.of the OZ��l:�5° i LETTER OF AUTHORIZATION I Date: I I � To Whom It May Concern: I I �� r'�L � S�� owner or agent I � for the property listed as: Bank of the Ozarks I 7435 Gall Blvd. � Zephyrhills, FL 33541 I I I Do authorize Thomas Siqn & Awninq Companv or their Authorized i Aqent to obtain a permit for and to install signage on the above referenced ! property. I I �� ` � Date: �^ � �16 i Owner or Agent � �� - 9 -7 g= 2-2-�-3 ! Owners Telephone Number I I i Sworn to and subscribed to before me this ��}� day of I 2016 and being personally known/ identification. I I � My commission expires� �PNo';°94!s � C�v+ � l� �v��( �.� ��oF�o�cARy�j�. NOTARY PUBLIC I U 'U •��' �'v� �':�G,pUB�-��'�� ?� �'�,��'P= S�l CO.,P� � �, : s��3asQ-oo2o City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Receiv�ed � ' Z�' � � Phone Contact for Permitting 727 573 _ 7757 � � � � � �i � � � � � � � Owner's N Ime of the S Owner Phone Number 501-978-2223 Owner's Address PO Box 8811 O , ' Owner Phone Number Fee Simple Titleholder Name irst Community Bank of Ameri Owner Phone Number II I Fee simp�i Titleholder Address 100 5th St. S St Petersburg, FL 33701 JOB ADDRESS 7435 Gall Blvd LOT# � suBoivisi�ON Zephyrhills Commons PARCEL ID# 34-25-21-0160-00000-0040 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT 0 SIGN Qx � DEMOLISH � e INSTALL REPAIR PROPOSEIp USE Q SFR � COMM 0 OTHER TYPE OF�ONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q II DESCRIPl70N OF WORK Re lace Electronic Messa e Center in monument sign. Hook u to existin ower. � BUILDING�SIZE SQ FOOTAGE� HEIGHT �I UILDING $ 1195.00 VALUATION OF TOTAL CONSTRUCTION � � Q�LECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. � OPLUMBING $ � 2 ��/� Q ECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � �� l� QGAS Q ROOFING Q SPECIALTY � OTHER FINISHED�FLOOR ELE'�/ATIONS FLOOD ZONE AREA DYES NO �� ` `� ' p l �, u I ' . �� . . . . . . . . . . . • • . . BUILDERII ` : �J ( COMPANY �M��S c� � •�. SIGNATURE � REGISTERED Y/ N EE RRE� 1 Y/N Addr'�ss 1�—� .l, �r�y�V License# ^ � �dd 7j ELECTRI�IAN �I..C �COMPANY U�� S� U L�� C� SIGNATU�E �E� REGISTERED Y/ N FEE CUR Y/N Address License# �1 PLUMBER COMPANY SIGNATUI�E REGISTERED Y/ N FEE CURRE� Y/N - Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Add�ess License# OTHER I COMPANY SIGNATU, E REGISTERED Y/ N FEE CURRE� Y/N Add IIess License# Illlilllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll 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,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. iMinimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PE�MIT Attach(2)sets of Engineered Plans. "•PROPERTY SURVEY required for all NEW construction. . . . : : : : : : : : : : : G—:..r t Direction's• Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) '* Age i t(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER TF�E COUNTER PERMITTING (copy of contract required) Reroofs i II shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW I --� � i �} `'r i � -9 � � 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 responsibiliry for compliance with any applicable deed restrictions. UNLIGENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contra�ctors 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 apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009.I Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portio I s 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 IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES The undersigned understands that T�ansportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use i � 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 permi�ting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to recei�ing a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final �ower release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees �re due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CON�TRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certif�� 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 deliv�r it to the"owner" prior to commencement. CON�RACTOR'S/OWNER'S AFFIDAVIT• I certify that all the information in this application is accurate and that all work will b done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereqy made to obtain a permit to do work and installation as indicated I certify that no work or installation has comrnIenced prior to issuance of a permit and that all work will be perFormed to meet standards of all laws regulating constYuction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certifj�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. , I -� 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 I 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 i 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 al the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this ffidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plu��bing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A per►�►�it 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 unle�ss the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the �ermit 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 justil iable 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 FO IMPROVEMENTS TO YOUR PROPERTY. IF YOU I TEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEN OR AN ATTORNEY BEFORE RECORDING YOU N TICE OF COM ENCEMENT. FLO i IDA JURAT(F.S. 17 3) OWNER OR AG T CONTRACTOR /w`�lJ�^�^- Subscribed and sworn tq(or affirmed)before e this Subscribed and swor to(or affirmed before me this I�SEP 2oa�y Pnsc��u -��N►nS I�S�2o��n by (��tisc.'��a Z,G�o�naS Who�is/are personally known to me or has/have produced Who is/are pPrconan�k��m r„.,,o or has/have produced as identification. as identification. II �� """"'' Notary Public � Notary Public Comll ission No. ��g�'l U S� Commission No. �'Z$Fl l o S�l I� Na ie of Notary typed,printed or stamped Name of Notary typed,printed or stamped ANGELA LEIGH McNUTT ANGELA LEIGH McNUTT Notary Public,State of Florida yo�ry public,State of Florida My Comm.Explres March 5,2017 My Comm.Expires March 5,2017 No.EE 881057 No.EE 88i057 � � � •�� ' .� ...� . " ri.r , ,i .�!.', � i • i � �� '.lh� �a� � . ., _ . -�a,<». 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'.` �a.£;*� «ti'".k�,'�. . ��.."'7" ' � f {�. . ,r � � � � �e � �m• � , � � \�:�.��L� �'� ' �.�. -'�= ai � ' � �1 �� AnyumeFit.�nesSQ .,�^ . � � 4 � _. .. .�..._..�_ �._.. �x,S+� � � �� "� ��" �� x.,�.�,� � `,.d ' _ - � • .„ O+ j � �,l �r � �, "� r � ' . ,�� ..- o � . ... - .. .. . o � . ... - i �.__ _ __._. � ��• ' � .� • . � '� r .• •. . 1 :�• - 1.�� 1 '1.• :�-..� 1'� C � �� . - - - - - - - - - - - - � � � I i � � i �O O I I � I O - � - 1 1 I I � I � I ' I I � � 1 1 ' L - - - - - - - - - - - - - - - - � � � � SITE PLAN SC�LE: 7116'•7'�l I� \Il 7 I � � � � I � � i � ' � � � 1 L � � � � � � � � � � � � � � � J � o � �� k �� . D �? " � a��'�;,��;� y�annemacher Jensen Architects, Inc. � � m C 0 M M U N I TY BAN K ��,� 180 Mirtor Lake Drlve North � o � a SL Petersburg,Florida 33701-3274 � = Zephyrhills Office (AA0002��566 faz(721)822-5475 s IV � „ � �V z � •`�"`�csaa�w�oimn.C°rs�i,n�"ms ' � � �� b � � � 7435 Gall Boulevard,Zephyrhills,FI 33541 ��^ �. �� ,m'��""„�e:ry;E,:""""' Qc 2010 WannemacharJensanArchitects,lna LlsaWannemacher AR12801 � 'i THOMAS Structural Calculations Signl� &Awning Company,Inc. Client: Bank of the Ozarks 459,0 118th Avenue North Project Identity No.: 66651 Clearwater, Florida 33762 Design No.:57490 Florida Certificate of Authorization No.31751 � Installation Location:7435 Gall Blvd.,Zephyrhills, FL Desllcription: 2'-5"x 9'-3" EMC Mounted to 11 Ft Tall Monument Sign Engineering Calculations Table of Contents - Str ctural Engineering Calculations Pages 1-6 Prepared by: John F. Dougherty, P.E. Florida P.E. No. 80640 ��\1\��////�� Code: Florida Building Code,5th Edition (2014)- Building \��`Fo��UG/y��/� ��o��,�`GENS�••!Q,`�i � _ ; No 8064� ', � — � ' * � � _ � � � STATE OF ��W � � � .� ��,�' Ft0 P'�G �� - � 1! , �� r � TH�MAS Structural Calculations Signli&Awning Company,Inc. Client: Bank of the Ozarks 459I0 118th Avenue North Project Identity No.: 66651 Clea�irwater, Florida 33762 Design No.:57490 i Inst�allation Location:7435 Gall Blvd.,Zephyrhills,FL Sign geome#ry: II Sign Height,s 11 feet Sign Width, B 9.92 feet Sig� Face Area,As 109.08 square feet Height from grade to top of sign,h=s= 11 feet '� Say sign weighs 5 psf Then total weight= 545.42 Ibs Thickness of sign,t 2.42 feet Lateral wind area,Alat=t s= 26.58 square feet Florida Building Code 5th Edition (2014) Building(FBC 5th) Table 1604.5; Risk Category II - Figure 1609A;Vult 135 mph Nominal Design Wind Speed, Vasd=Vult(0.6)l�Z= 105 mph 1609.4.2;Surface Roughness B 1609.4.3; Exposure Category B 1609.6.1 5. For...solid free-standing...solid signs...,apply ASCE 7 provisions. AS �E 7-10 Chapter 29 Wind Loads on Other Structures Fig re 29.4-1 Clearance ratio,s/h= 1.00 Aspect ratio, B/s= 0.90 Q;Case C doesn't apply II Cf for Case A or B 1.47 Cfc1 for Case C,0 to s 0.00 � Cfc2 for Case C,s to 2s 0.00 � Cfc3 for Case C,2s to 3s 0.00 Cfc4 for Case C,3s to 4s 0.00 Table 29.3-1 Kh=Kz 0.57 II Table 26.6-1,Directionality Factor, Kd 0.85 for free standing signs Section 26.8.2,Topographic factor, Kzt "1.00 Velocity pressure, qz=qh=0.00256 Kz Kzt Kd VasdZ= 13.6 psf Section 26.9 gust effect factor,G 0.85 Design wind pressure(Case A)=qz G Cf= 16.9 psf Eq. 29.4-1, F=qh G Cf As Case A and Case B, FAB= 1848 Ib 1 of 6 9/12/16 . � . Case C F1= h G Cfc1 sZ= 0 Ib a lied s 2= 5.50 feet from end of sign , q PP / I Case C,F2=qh G Cfc2 s2= 0 Ib applied 3s/2= 16.50 feet from end of sign I ' Case C,F3=qh G Cfc3 sZ= 0 Ib applied 5s/2= 27.50 feet from end of sign ' '� Case C, F4=qh G Cfc4 sZ= 0 Ib applied 7s/2= 38.50 feet from end of sign { Total force,EF�= 0 Ib ' �I i j Lateral load, Flat=say qh G Cf Alat= 306.47 Ib(assumes Cf=1.00) �I _ 'i __- ----- ---- - -- --- — �To lie shown on construction documents: � ' '� ULTIMATE DESIGN WIND SPEED,Vult(3-SECOND GUST): 135 mph ; � � NOMINAL DESIGN WIND SPEED,Vasd: 105 mph ; ? RISK CATEGORY: II ; � EXPOSURE CATEGORY: B ; ' DESIGN WIND PRESSURE: 16.9 psf � � �---- - — - -._- ----- --- -- - --- ---- - -- --- ------- --- - - -- -- - For One Support Pole: Height of EMC,h= 2.42 feet Width of EMC, B= 9.25 feet Face Area of EMC= 22.35 feet Design Wind Pressure 16.94 psf Fwind= 379 Ib AS �D 7-10; Figure 29.4-1; Case B FW;,,a applied 0.26= 1.85 feet from center of sign Torsion=FWind��•Z)B= 701 ft-Ib FW;,,d applied 0.05h= 0.12 feet above center Bending moment� MX=F,Nind�0.55�h= 503 ft-Ib VX= FWind= 379 Ib Thickness of 2 EMC cabinets,t= 2.00 ft height of EMC's 2.42 ft Lateral area,Alat= 4.83 sq ft 17 psf Vy= 81.9 Ib My=Vy(0.55h)= 108.8 ft-Ib For load combination 1.0 DL+0.6 Wind Vx= 227 Ib Mx= 302 ft-Ib Torsion 420 ft-Ib My= 65 ft-Ib Vy= 49 Ib Resultant V=(VxZ+Vyz)1�z= 233 Ib Resultant M=(Mxz+Myz)l�z= 309 ft-Ib 2 of 6 9/12/16 I II . . � Forl connections at corners of cabinet ' Assume 4 bolts in a rectangular pattern 1.92 ft vertical x 8.75 ft horizontal i Bolt tension due to force on sign face=Vx/4 bolts= 56.8 Ib tension/bolt Bolt tension due to Mx=Mx/8J5 ft/2 bolts= 17.3 Ib tension/bolt ', Bolt tension due to My= My/1.92 ft/2 bolts= 17.0 Ib tension/bolt total 91.1 Ib tension/boit Weight of EMC= 538 Ibs ' vertical shear in bolts=wt of EMC/4 bolts= 134.5 Ib shear/bolt ' horiz shear in bolts=Vy/4 bolts= 12.3 Ib shear/bolt Resultant shear=( (vert shear)2+(horiz shear)z)1�2= 135 Ib shear/bolt For ASTM A307 bolts AISC Steel Manual, 13th ed,Table J3.2 Nominal tensile stress, Fnt= 45 ksi Nominal Shear Stress, Fnv= 24 ksi S2= 2.00 for bolt dia= 0.25 inch Bolt area= 0.0491 sq in ft=axial tension/bolt area/1000= 1.86 ksi fv=resultant bolt shear/bolt area/1000= 2.75 ksi For combined tension and shear F'nt=1.3 Fnt-S2Fnt fv/Fnv<=Fnt F'nt= 45 ksi F'nt/S2= 22.5 ksi>=ft;OK Fnv/S2= 12 ksi>=fv;OK I 3 of 6 9 12 16 �� / / il Forl bolts connecting steel angles to crossbars Bolt tension above is not carried as shear Shear normal to sign face= 91.1 Ib shear/bolt � Weight of EMC is carried in bottom angles, not in bolts II horiz shear in bolts=Vy/4 bolts= 12.3 Ib shear/bolt IIResultant shear=((normal shear)Z+(Vy shear)Z)l�Z= 92 Ib shear/bolt For ASTM A307 bolts AISC Steel Manual, 13th ed,Table J3.2 Nominal tensile stress, Fnt= 45 ksi Nominal Shear Stress, Fnv= 24 ksi SZ= 2.00 for bolt dia= 0.25 inch Bolt area= 0.0491 sq in ft=axial tension/bolt area/1000= 0.00 ksi fv=resultant bolt shear/bolt area/1000= 1.87 ksi For combined tension and shear ', F'nt=1.3 Fnt-S2Fnt fv/Fnv<=Fnt ��I F'nt= 45.00 ksi F'nt/S2= 22.50 ksi>=ft;OK Fnv/S2= 12 ksi>=fv;OK 4 of 6 9/12/16 . . i � Thrlough bolts at pylon � say bolts are spaced horizontally at 3 inches Bolt tension due to force on sign face=Vx/4 bolts= 56.8 Ib tension/bolt �I Bolt tension due to Mx= Mx/0.25 ft/2 bolts= 604 Ib tension/bolt ' Bolt tension due to My=My/1.92 ft/2 bolts= 17.0 Ib tension/bolt I total 678.0 Ib tension/bolt ' Weight of EMC= 538 Ibs � vertical shear in bolts=wt of EMC/4 bolts= 134.5 Ib shear/bolt horiz shear in bolts=Vy/4 bolts= 12.3 Ib shear/bolt I� Resultant shear=( (vert shear)Z+(horiz shear)Z)l�Z= 135 Ib shear/bolt I � For ASTM A307 bolts AISC Steel Manual, 13th ed,Table J3.2 Nominal tensile stress, Fnt= 45 ksi Nominal Shear Stress, Fnv= 24 ksi S2= 2.00 for bolt dia= 0.25 inch Bolt area= 0.0491 sq in ' ft=axial tension/bolt area/1000= 13.81 ksi fv=resultant bolt shear/bolt area/1000= 2.75 ksi For'combined tension and shear F'nt=1.3 Fnt-SZFnt fv/Fnv<=Fnt F'nt= 45.00 ksi F'nt/S2= 22.5 ksi>=ft;OK Fnv/S�= 12 ksi>=fv;OK I �i 5 of 6 9/12/16 l , . � I - Steel Crossbar Angles Load applied at end of cantilever due to tension in bolts 91.1 Ib length of cantilever arm= 8.75 ft/2= 4.375 ft Moment about vertical axis, My= 399 ft-Ib= 4.78 inch-kip Quarter-weight of EMC= 134.5 Ib length of cantilever arm= 4.375 ft Moment about vertical axis, Mx= 588 ft-Ib= 7.06 inch-kip I{ ASTM A36; Fy= 50 ksi II� designation Ib/ft area depth tw � bf tf k r z-z I x-x L2x2x0.3125 3.92 1.15 2 0.3125 2 0.3125 0.625 0.39 0.416 constant constant Coordinate Constant S x-x r x-x I y-y S y-y r y-y Zx Zy J Cw r0 H ! ' 0.3 0.601 0.416 0.3 0.601 0.541 0.541 0.038 0.01 1.07 0.633 I AIS�Steel Manual,13th ed.,Specifications,Section B"Design Requirements" �� Tab e 64.1 depth/tw= 6.40 0.54(E/Fy)l�z= 13.00 0.91(E/Fy)l�Z= 21.92 Section is Compact AISC Steel Manual,13th ed.,Specifications,Section F"Flexure" F1 SZb= 1.67 F10 Single angles y'=Ixx/Sxx= 1.387 inch y=width-y'= 0.613 inch S'xx=Ixx/y= 0.678 inch3 ' Sxx= 0.3 inch3 F1 .1 Yielding Yield moment, Myx=Sxx Fy= 15.00 inch-kip F10-1) Mnx=1.5 Myx= 22.5 inch-kip . Myy=Syy Fy= 15.00 inch-kip F10-1) Mny=1.5 Myy= 22.5 inch-kip F1�.2 Lateral-Torsional Buckling Assume EMC cabinet offers contraint along the lengthof the angle so LTB doesn't apply F1�.3 Leg Local buckling doesn't apply for compact shape Mnx/S2b= 13.47 inch-kip >Mx;OK , Mny/S2b= 13.47 inch-kip >My;OK Co bined Forces Mx/(Mnx/S2b)+My/(Mny/S2b)= 0.879 <= 1.00;OK 6 of 6 9/12/16