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ELC-14-1343Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-214723 Scheduled Inspection Date: October 08, 2014 Inspector: Devaney, Michael Owner: PROPERTIES LLC, SHORE SQUARE Job Address: 9099 BISCAYNE Boulevard BURGER Wrs1r_ Miami Shores, FL 33138 - Project: <NONE> Contractor: AMERICAN TROPICAL SIGNS AND SERVICES LLC uunamg uepartment comments LOGO SIGN FOR BURGER KING Permit Number: ELC-6-14-1343 Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Sign Phone Number (305)779-8040 Parcel Number 1132060110040 INSPECTOR COMMENTS False Phone: (305)512-1223 Inspector Comments Passed Failed Correction ❑ � �,.� j � ��� Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 07, 2014 For Inspections please call: (305)762-4949 Page 6 of 26 }Miarme Shores Village Building Department 10050 NY -2nd Avenue, Miami Shores, Florida 33138 Tei: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (MS) 762.4949 BUILDING PR ., ONI Permit Type: E1ee4r 1'C?l JOB ADDRESS: 7' G�`% -d4 City: Miami shores Folio/ParceW /Z' Is the Building HWoricany Deftmted.. Yes Tenant/Lessee Name: Email: CONTRACTOR: Company Niunk Address: City: Qualifier Name: / State Certification or Registration #: Contact Phone#: /f , DESIGNER: Architect/Engineer- i Value of Work for this Permit: $ "— Type of Work: OAddress/) „ tion JUN 2 4 2014 Permit No. 417 W3 Masser Permit No_ 6& ���-'�� County- Miami Dade O8 of competency :--Sgnare Unear Footage of Work: Zone: Submittal Fee $ Peru Fee $ 3/�� CCF $ CO/CC $ Scanning Fee $ Radw Fee $ DBPR $ Bond $. Notary $ TrainbqWAucafion Fee $ Technology Fee $ Double Fee $ Shmetmml Review $ TOTAL ME NOW IDVE $ ks 6A , Bondlntg Company's Name (if applicable) Bonding Company's Address My State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Zip Application is hereby made to obtain a permit to do the work aid installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... O 'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ,1 ! Notice to Applicant_ As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must Promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose prope is subject to attar nt Also, a certlied copy of the recorded notice of commencement must be posted at the job site for the first ' coon which oc seven (7) days after the budding permit is issued In the absence of such posted notice, the inspection will be app oved reinspection fee will be charged Signature SignatureQa� rj er or Agent Contractor The foreg instrume was acknow bef s The fo instrument was ac owled before me this IZL da of day of �, who ' Wally known to me r who has produced who is Gonally known to me who has produced As identification and who did take an oath as identification and who died take an oath. - My Commission Expires: APPROVED BY GIT/�f Plans Examiner Structural Review Clerk (Revised 3/12t2012XRevised 07/10f07)(Revised 0&t10t2=XRevised 3/3/09) -WH.4`I ELEVATION . EAST ELEVATION eseaw osPa itr-w- T-=, 7 Ila In= UUMMEMS1 11 24"-1 TMN 9- M WEST ELEVATION EAST ELEVATION t A &And E, Inc. Name: Entera Wind Speed 170 mph Mean Height 60 ft 24710 State Road 54 Lutz. FI 33559 Project: Burger King (81.3) 948-2812 Fax: (813) 949-2016 All Wind Loads meet 2010 Florida Building Code Wind Code ASCE 7-10 Exposure C Wind Pressure (WP) 71.06 psf GC(p) = 1.40 Total Pressure = WP*SF 6 5'-108!- 8 I (BOP) Letter Height (in) Letter Width (in) Area Number of Bolts Shear Value Tension Value Shear per bolt Tension per bolt Risk Catergory 6 f 6 f 36 sq ft 10 160 lbs 350 lbs = Area * 10 psf =Pressure * Area 0 in 0 in 99.49 psf mection Notes: minimum (10) - 3/8" dia. lag screws with mum 2" embedment depth into structural :ing. Or use (10) - 3/8" dia. threaded thru bolts 2" square washers into structural 2x4 wood kine behind wall. 36.00 lbs 214.89 lbs Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value Bolt Value 0.84 < 1.00 O.K. d on code reference section 1609, which references ASCE 7. e factor are determined per ASCE 7. If site conditons differ stated reference contact A S and E, Inc. I Robert W. Wall, PE FL Reg #46021 } 0 9TL91MtR6@4i9A(a 954AT PROPOSED SITE PLAN N" F *o L21 �C! I�YM 4aUi14 I�� pp,rnKaaenl r },11dY 6ytlAC�¢Ytl I._1 f_il lK� v�O.Oi T Di IRA �� ueTeu LOGO 28.3 SQUARE FEEL �91e 5,-10781$ (BOP) COLOR NOTES: f ' BACKS: .090 ALUM. w/ WHITE FINISH RETURNS/ RETAINER: 5"x.063 ALUM. (STAPLED & CAULKEDWE c8-lvIRED PRE—FINISHED BK SILVER/ WHITE FACE: FORMED (VOID) .118 CLEAR PCB' j BUN LOGO: 3630-125 YELLOW ACCENT RING: 3630-8703 BLUE COPY/ RTM: 3630-33 RED PEI BKG'D/ BUN ACCENT: 3635-30 WHITE DIFFUSER � M�amiShares�t"`�e " ILLUMINATION: GE TETRA MAX (7100K) aP�Ro�E® ***VINYL TO BE APPLIED 2nd SURFACE*** By ELECTRICAL NOTE—Actual # of circuits to be determined by a Licensed Electrical Contractor. TOTAL AMPS: 1.70 # OF CKTS: 1 20 AMP(RECOMMENDED) VOLTS: 120 ALL SIGNAGE WILL BE (U.L.) LISTED, (U.L.) 2161 ZONING BLDG DEPT 3" :Y8"x1Y2" DEAD SOFT F—MOLD ALUM. RETAINER ATTACHED WITH (2) Y8" POP—RIVETS LOCATED AT THE SEAM AT THE TOP OF THE CABINET AND GLUED EVERY OTHER FOOT WITH DEVCON PLASTIC WELDER 14320 `SWITCH OPY SUBJECT ro CCMIPUA.NCE auS ERAL STATE ANL) Cr ISN i Y ��_,:'r)'R,'E'r:'ULATIONS.S Y$"0 RIVNUT FORMED (VOID .118 CLEAR FACT Y$"0 THREADED ROD w/ REQ'D BLOCKING WHITE TETRA MA, LED (7100K GE POWER SUPPLI STRAIN RELIEF 5"x.063 ALUM RETUR SWITC .090 ALUM. BAC %I$x 1Y2" DEAD SOF" F—MOLD ALUM. RETEAINEf WEEP HOL w/LIGHT BAFFLE S4.11_60 W LED Illuminated Single Face Wall Sign Revised 02/07/2012 page 14 of 95 INIJ CONNECTOR/ CONDUIT ReD CON ON OFF *NOTE: l� INSTALL TOGGLE SWITCH TO OPERATE COMPLIANT AND CARRY (U.L) LABELS. (ON/OFF) IN THE HORIZONTAL POSITION. MUM oN860n tt UA =@ft0tNd3MffkqPftL `M ® amayaustlosmakung IN a . an w ftdcwftrmm bdwmdbL Fwe ft w ftwbwd imp (moi Thfs DrmrrhWDesign musirated Is the Copyrighted IMMIMOGIM Burger K6rg re*w &d an' MApproved" p Appy Name Properly of Burger ttM. The produdion. copying. or d wdgl be obbkW from the diem prior to tree hereof Is prd bibed without wftffl consent wb ow F _ of. uiewl rMy vlst rodudeuse ion ror produdtlon release p Rahn &Resubmit Title Date IMMpment wM be subjed to legal adion. CA 7882 24710 State Road 54 Lutz, FL 33559 PH: (813) 948-2812 �� uereo iD r, IYE F I n L - S71�I i.,l �\ IrE �, , , . , 0 "1 9 7-r S - To S-1.11-60 V LED Illuminated Single Face Wall Sign Revised 02/07/2012 page 15 of 95 Ndc .dnt.P! Cwm=d LW b M 'Wiw ;,III Iwdnn; Pbtlllfl d00.ri =b ':illll ='W. G1" - n �,'� o n n•, , U D [? , -! ,,I,• d�9 1� ,. iL� �n a i L. �.a la,illlP�,1, i��•� I I.O �If�.•,Ild,l YI111..41��I1. �'lif I( .Ilvjq ,10.1._11 ),i,id .�. �', ',d^'. ���Il l4I:Cl PIl-C �� Ql,.,� J�F '',1(l�illl..11l III (,r1P,-31141:, �� �U-u� ��U�,GE�R f�111N c� I,i irl,� U u�>�� ,,Its c� al :,,ti�,�,aa,,�4 > ,,,aL���,l. I, G�mgi�., ,t4n,t�;>�,�,.,�, n,r,,�l na,� n�, L. �. ��,_,,,�., Iln liff, -C-(-71Vh',6<I17,1c:_1 D,(;5—,!a011,oIl,n(•>r,ie;!d.71 Cllici7i This DrawhVIDesign Iqushabed Is the CopfthW Property of Burger Fft. The producdon. oopft, or tm homd Is prohibited wrNtmd w rftn aor=nL Arty Wrfrtgentent w M be subject W ftW action. MM Binger"req t that an' ffApp ncr o .sem. dl Nft be obb&W from the ftd-pft to w. BMWMODIONDOONFIRIN Dwp — ow. Utermt my P release or pMudion release w4dm. Robert W. Wall, PE 46021 A S and E, Inc. CA 7882 24710 State Road 54 Lutz, FL 33559 PH: (813) 948-2812 ❑ Appiuved . Name ❑ Regie & Resubmi t Title Date OEM If 'I,lol.;l �.. I =7111111• m - 1 • hl .: 1 Li�htin� Solutions -« ;,*;�:1: *% 'E0mTwaMAMwM ,a�.: 1. .,i,�: r� S-1.11-60 V LED Illuminated Single Face Wall Sign Revised 02/07/2012 page 15 of 95 Ndc .dnt.P! Cwm=d LW b M 'Wiw ;,III Iwdnn; Pbtlllfl d00.ri =b ':illll ='W. G1" - n �,'� o n n•, , U D [? , -! ,,I,• d�9 1� ,. iL� �n a i L. �.a la,illlP�,1, i��•� I I.O �If�.•,Ild,l YI111..41��I1. �'lif I( .Ilvjq ,10.1._11 ),i,id .�. �', ',d^'. ���Il l4I:Cl PIl-C �� Ql,.,� J�F '',1(l�illl..11l III (,r1P,-31141:, �� �U-u� ��U�,GE�R f�111N c� I,i irl,� U u�>�� ,,Its c� al :,,ti�,�,aa,,�4 > ,,,aL���,l. I, G�mgi�., ,t4n,t�;>�,�,.,�, n,r,,�l na,� n�, L. �. ��,_,,,�., Iln liff, -C-(-71Vh',6<I17,1c:_1 D,(;5—,!a011,oIl,n(•>r,ie;!d.71 Cllici7i This DrawhVIDesign Iqushabed Is the CopfthW Property of Burger Fft. The producdon. oopft, or tm homd Is prohibited wrNtmd w rftn aor=nL Arty Wrfrtgentent w M be subject W ftW action. MM Binger"req t that an' ffApp ncr o .sem. dl Nft be obb&W from the ftd-pft to w. BMWMODIONDOONFIRIN Dwp — ow. Utermt my P release or pMudion release w4dm. Robert W. Wall, PE 46021 A S and E, Inc. CA 7882 24710 State Road 54 Lutz, FL 33559 PH: (813) 948-2812 ❑ Appiuved . Name ❑ Regie & Resubmi t Title Date 1'-2" T S-3 "Home of the Whopper” Silver Day/Night Channel Letter White LED Revised 02/07/2012 page 29 of 95 COLOR NOTES: BACKS: .063 ALUM. PAINT BACKS BRUSHED ALUM. SILVER PAINT INSIDE LEP WHITE RETURNS: 3"x.040 PAINTED BRUSHED ALUM. SILVER/ WHITE (STAPLE & CAULK) TRIM CAP: 1" SILVER JEWELITE TO MATCH RETURNS. FACE: .125 7328 WHITE PCB w/ SILVER PERFORATED DAY/NIGHT VINYL TO BE APPLIED 1st SURFACE RTM: Y4" ALUM. PAINTED BRUSH ALUM. w/ 2793 RED VINYL COPY RACEWAY: .090 ALUM. PAINTED BRUSHED ALUM. SILVER ILLUMINATION: WHITE -GE TETRA MAX LED'S (7100K) ELECTRICAL NOTE—Actual # of circuits to be GE determined by a Licensed Electrical Contractor. (Y2„ TOTAL AMPS: 1.70 # OF CKTS: 1 20 AMP(RECOMMENDED) VOLTS: 120 ALL SIGNAGE WILL BE (U.L.) LISTED, (U.L.) 2161 .040 ALUM. RETURN 1" TRIM CAP WHITE GE TETRA MAX LED (7100K) .125 WHITE PCB FACE STRAIN RELIEF Y4" O WEEP HOLE w/ LIGHT BAFFLE LED POWER SUPPLY w, STANDOFF FROM BOTTOI RACEWAY SPLICE SECTION VIEW NOT TO SCALE EQUIPMENT GROUNDED Y4" ALUM. PLATE .125 ALUM. LTR. MNT'D BRACKET 21 (TO BE PROVIDED BY CNPY MFG.) LTR. FACE Y4" O BOLTED .063 ALUM. TOP CONNECT. w/ FI LLER Y4" O RIVN UT CAULK AND 2- SEA 1 "x3" RECT. EXTR. UPRIGHT .063 ALUM. BACK L ----.CANOPY_ FACE _S__IDE__ EXTRUSION Y4"0 BOLTED CONNECTION LETTER MOUNT DETAIL w/ RW RIVNUT SCALED: 3X CUSTOM 4"x5" RACEWAY SWITCH SEALTITE CONDUIT ��� ` eD C O ))�J ON pF / *NOTE: ���� INSTALL TOGGLE SWITCH TO OPERATE (ON/OFF) IN THE HORIZONTAL POSITION. � � � � � � � N��ir�- E,U�'GE�' WING �-i E�U�GE�� f<IIING E2iulr� ;,in(�1 CHi".,�����iitii L,� (q�F F�� �.i.�.r "�: " i�5r ;tl�l Ic�i�• �idm.il•� G;Ic���*VIII', r III ni�llri' �ui�C.tii�l>�� '. illll u,;.,,. "I 1.1" '? C - . , �i - o •a'•',� i �1 ilr ,I,�.. m ,� i ip ,� i� i - 4 ',6 l EUF G ��E. i{qlh6 �:� Iii idi U u••, i�li �,� ina.id�,-nidal! �,rou1.0.1 I1�� G`.ulitq�.rW�In,U i�i,tJ, ,duarE�. rda, n_i I�r IL i �n ;ill! csuu �.ii - �� . L. �I`il . ,.ant!„t• hn.i. ;ni. init.tii: i� �i it -�L i .�i�isyn . �1..4i..�. �'I ,�� iti�a,Ci i�l��� This DmwhV0eWgn Muftded Is the Copyrighted Properly of Burger Iang. The pmdudion, copft. or use hand Is prohlbibed wf hwA wd ben consent. My hnfnfngement wM be subject to legal adion. = eftBd ftwbw ekto dtarft be o ehied from the chit prior fa Robert W. Wall, PE 46021 A S and E, Inc. CA 7882 24710 State Road 54 Lutz, FL 33559 PH: (813) 948-2812 ❑ Revise & Resubmit Name 1641 J f?GI�P WIING Tet'N Lo MATERM (MNA f: QurOl1®l amomL7ALMdlrIM cum 7emepbwrN'MA1rV= Pmd88cr" 1e� "MawfteammrMM ft"IrOMIMUMMMOVOC THE ilM/leD Raw m 1011 aWd"rmb@mWforaemmW orMdwMMvdi" TlwnwEwI UftwwftrwLw4MwM anbotwq=OrIDioerlrgamdotdeadidbrtncNenpaAdediMtaYipoA' bYVwasWw.. Meig* ft 14, YAa ditobd*myof " I wwdodbdpu*U=belenqAndftappodirdnetlon 1S NMU RAOi1W MIO WNW R ANAl11101 MX lheei�nMnta�4ew �wrMymoddeplowmmtadquml��omnnoemOniatlon Find melwdqN for N pup=adcwAM dm=d*mpwrdftdtlwdjpO K Aletpwdwddb�ewbdo•oompleleWbindtdigoanetTiOoapowrugp�I��Opfaroaeip0obleader,,WnbetloR A FardsWW'Uwneadanadi aidamtlw Tibow 161ndulder oC Uff Modide GEWHPMTL5-71K 122 Mod. 61 fL PWAW e� . S'�'1'1O1% GEP512-80 2 Ea GEPS12-20 0 Ea. am Ono !Ower l.00 NO&WW I Tdd lop Wk wo Tdd Wdit M!.UW I ToldAwa amw Unw com"cfar 19180 41 68 Ea. r RACEIAIAY FAIJI ACM 1.7 Amps 59.78 Watts 16.01 Sq.Ft. 3.73 Watts/Sq.Ft 61d sang USE 181800041 34 f. 84 Ea. NA76W OWAMWPN WHIIEMN Montle Px 9P 9A nrn) r4=41 re_ -i rc.=,41 x JDI) p H 0 M E 0 F T H 9.0 7.0 10.0 7.0 7.0 6.0— &0 8.0 1 E 7.0 W 8.0 H 8.0 0 7.0 P 7.0 P 7.0 E 7.0 R &0 1 NOT TO SCALE Tri• LO�ftftm0gh ng �SOO u Ons "�" .� / nr�a" 9,M prW9 iA Mwlleml 019455 a 11 FAGS 1 OF 1 BRCU30AMOHMM E-FAiI` nG-359-OM DOEt 22,101 Nni�� E.U�GE�r KIIING car EU GEF I<QINC Etmt� .liil��i Ck�� �r.'11't L�ty� i�'� �.i.�i ' �:�" iri VIII 1, 7,i,Im 7 � 1;I;III !III p.idtr�r mc.ur177 :iIII u;;.�., ,:-.pl Ilii ;l Ct?t4ilifi(> J�.��. ��c�U ,iI J�T1,1 s,17i -17 T i,iT,N� 171n �5wT71ii�Ji1,. I"�1f i�l�t�tli7-1 ; liilr,p,i,l�_^,. ��.i.. This Dmwin Cnlgn mustrated is the Copyrighted Property of Burger tang. The production. oopying, or use hereat Is prohibited without wdthn consent. Any hdringement wM be subject to h*W action. i Bulger King iequbes Viat an' MApprovee a sig diarrtng be dbkW from the dent prior to w1 BuqWNV0ssWDwWP#1 DWp _ or1. 7a/IM! any release or production release rertdori. Robert W. Wall, PE 46021 A S and E, Inc. CA 7882 24710 State Road 54 Lutz, FL 33559 PH: (813) 948-2812 ❑ Appmed Name ❑ Revitte & Re€abmft Title ho tateee d S-3 "Home of the Whopper" Silver Day/Night Channel Letter White LED Revised 02/07/2012 page 30 of 95 7i, AWNING FRAME ANALYSIS Use 33" o.c. 1"x3"x.125" 6061-T6 Aluminum Tube. MACT = 0.71 kip feet ZACT = Mad *12/Fb(1e Ksq ZACT = 0.45 in* Use 33" o.c. 1"x3"x.125" 6061-T6 Aluminum Tube. Z,U= 0.55 in No. of Tubes = 9.00 ZALL,TOTAL= 4.91 Z"I= 0.09 < 1 WELD ANALYSIS FOR THE TUBE TO TUBE CONNECTION Mec t = 0.37 k -ft Tea = Mect *12/Dpkd. Taot = 0.22 Kip Teo = 0.707 * Tweld.thialmess * 14ksi*Llen0ofweld Tweld N.M. = 0.13 in. Length of weld = 4 in. TSI _ 4.95 kips Taotff au = 0.05 < 1 DIAGONAL BRACE COMPRESSION ANALYSIS USE A 1 " DIA. SCHEDULE 40 Pipe AI.6061-T6 PACTUAL = 0.30 kip P = FA= [20.2-.126(UR)]*AREA L = 2.00 FEET r= 0.32 in F = 10.81 A= 0.27 int PALLOwA9LE= 2.92 kip PACT/PALL = 0.10 < 1 (5) sae DtA. tACES VVrrH A DIA. PIPE AUAL r MOM Wr Or cwr I AWNING FRAME ANALYSIS Use 2"xWx.125" 6061-T6 Aluminum Tube. MACT = 0.37 kip feet ZACT = Mact *12/Fb(19 KsI) ZACT = 0.23 in* Use 2"x8"x.125" 6061-T6 Aluminum Tube. ZALL= 6.33 in No. of Tubes = 1.00 ZALL,TOTAL= 6.33 Zaot/Zao= 0.04 < 1 LAG ATTACHMENT BOLT ANALYSIS PER CANOPY Use a total of (20) 1/2" dia. lag screws at the canopy frame. Use (2) 1/2" lag screws to line up with each 1" dia. pipe. Use a min. of (20) 1/2" diamter lag screws VACT = 2851 ib TACT = 1901 Ib Tag, NDS(national design standard of wood) = 437 lb/in Vao, NDS(national design standard of wood) = 250 Ib DEmbedment depth of the bolt into blocidng D= 1.50 in Number of lag screws= 20 bolts Veg = 5000 Ib Teo = 6555 Ib TedTWI+Vaot/vea= 0.86 < 1 A S and E, Inc. 24710 State Road 54 Lutz, Florida 33559 (813) 948-2812 (813) 949-2016 Name: Entera Project: Home Of the Whopper Wind Speed* 170 mphI All Wind Loads meet 2010 Florida Building Code I Mean Height* 60 ft Wind Code ASCE 7-10 Exposure C Risk Category II Wind Pressure (WP) 71.06 psf GC(p) 1.4 Total Pressure = WP*SF 99.486 psf Height* 1 ft 2 in Shear Value 160 lbs Length* 23 ft 10 in Tension Value 350 lbs Under Width* 2 ft 0 in Number of Bolts* 20 Load Case 1 Face Area 27.806 sq ft Shear per bolt = Area * 10 psf 13.90 lbs Face Tension per bolt =Pressure * Area 138.31 lbs Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value Bolts 0.32 < 1.00 O.K.7 General Notes: Connection design only. All wind load calculations based on code reference section 1609, which references ASCE 7. Load Case 2 Shape factor are determined per ASCE 7. If site conditons differ Under Area 47.667 sq ft from stated reference contact A S and E, Inc. Vert. Spacing of Bolts* 20 in Under Tension per Bolt = (Pressure*Area*(Under Width/2))/(Vert. Spacing Bolts) 284.53 lbs Bolt Value=Shear per Bolt/Shear Value + Tension per Bolt / Tension Bolts 0.57 < 1.00= Connection Notes: Use minimum (20) - 3/8" dia. lag screws with a minumum 2" embedment depth into structural 2x4 blocking. Or use (20) - 3/8" dia. thru bolts with 2" square washers into structural 2x4 wood blocking. And for the "HOME OF THE WHOPPER" letters use (2) - 1/4" dia TEK screws or thru bolts into structural 14 tubes for each letter. I/ to 'Ohl Robert W. Wall, PE FI Reg #46021 9" Y2 29 0 BOLTED PLATE 4" F CONNECTION 1'-2" t _T 5" 51 » 2 1,_01" 2�,» _0 CENTER CLEARANCE 10-0- 104" 1'-42" — 2Y2" BLACK COPY MEMPHIS FONT (FRONT SIDE ONLY) 5" 6" CURB DROP FRONT VIEW 1'-4" NOTE: SUPPLY (4) 1 "Ox3'-0" J—BOLT ANCHOR FOUNDATION: 2'-0" Ox3'-6" AUGER go EN7ER4 Your total branding solution e 1501 _ 16 1'-2" 1 14„ 3» 516 .090 ALUM. TOP CAP 4"x4%.125 ALUM. SQ.TB. .125 ALUM. END CAP (X2) RIGHT VIEW AUGERED FOUNDATION: 2' — 6" Ox 4'-0" DP 1200 BELL;\UE.. f';�N;`Mrti CITY. FL 32�101 PH: 850.763.7982 FAX: 850.3 2 0723 www.an mrg"fura-1nclllig om 011Uia(1erwI.it�eFs LaImr dories. Ii�rc,. 3/8"(h) COR. PANEL 090 ALUM ANCHOR BOLT COVER %" THK. PLT. BASE PLATE SCALED: 2X 7F�s FaAN OFIIN�MLUPPuaJE}f8D FSYWF1No OFEA7® B BELBFBAIM ffMa MIFIMMOF MOLUs N OOFNECM W11HAPR0=BBPFB Fill WN®F01Y0 ff" LFAmm RFSNOf7owsi YYN70ANVION OU18s)ENU R OPBOO A710N, NOR B OBE UB® FS+R000 MOOPFBaORE7MMNMYFAMIM AUTO RETURN CLEARANCE BAR (SEE ISOVIEW FOR DETAIL) .090 ALUM. FILLER PANEL COLOR NOTES: CORRIGATED PANEL: PRE—FINISHED BLACK SIDE PANEL: PAINTED PMS 485 RED w/ TRIM— CLEARANCE BAR: BRUSHED ALUM FINISH w/ REFLECTIVE SILVER VINYL (SIDES) COPY: BLACK VINYL (FRONT ONLY) DRAWING APPROVAL DATED: i CLIENT: SCALE: DATE: BURGER KING 1:24 10 28 11 LOCATION: FILE LOCATION: ev.No• VARIOUS G ENG CC BURGER KING rA DRAWN BY: DWG. NUMBER:1 PAGE LAYOUT: HANK CULVER BKO00301 I PRESENTATION r X68„ X516„ 8,_33„ �� 45° MACHINE CUT DIAGONAL ONLY FINISH CUT SURFACE SMOOTH SEE DETAIL 06$" 0519„ 102” FRONT VIEW 1"0 ANCHOR BOLT 36" LONG (4) El —343„ RIGHT VIEW I "Ek 11117-7 a 1'-4" 14» 2„ o 1'-2" 112" 02„ 14„ 6„ 1 "x 1 " TS FRAM E 1 "x1 " STL. ANGLE AB COVER M NT. 6"Ox.432 NON—STD. PIPE 5" Ox.280 PIPE (NO SUBSTITUTE) 1200 BELLAVE., 1H918MOF80UlUNPU1*ED0FVMGCRcAlID9 EN PANAMA C TY, FIL 32401 rng� ee.Uea ARC RreanmwR mroURmwKU8 NOONNS WWAFNIM �lfiPLANNEDFORM R4PH: 8500.763.7962 �� BYeEU.aGNB MM ffOW7DESOMNIOW N • �, 6 P�D�[ Uu�® OUTSDEYOUROR3AI�1M/RMNOROM6EUM FAX 850.392.0723 � i s r e o REPRODUCED COPED, OR SO4MM NAWrFAMON ViA Your total branding solution wmmterabrandng.com PE . 0 Oil„ 8 3/4" THK. STEEL PLT. WELDED %" NUT 0 ON BOTTOM FOR EYEBOLT PICK UP m DRAWING APPROVAL DATED: CLIENT: SCALE: DATE: BURGER KING 1:24 10/28/11 LOCATION: FILE LOCATION: V.No: TA VARIOUS G ENG CC BURGER KING DRAWN BY: DWG. NUMBER: PAGE LAYOUT: %HANK CULVER BK000302 I PRESENTATION .125 ALUM. END CAP (X2) .090 ALUM. _40 TOP CAP � e Y2" THK. PLATE (X2) 4"x4"x.125 ALUM. SQ.TB. .090 ALUM. SWING ARM FILLER BOX Y2"x6Y2" O BOLT 5"Ox.280 STL. PIPE .090 ALUM. FILLER PANEL 6"Ox.432 NON—STD. PIPE (NO SUBSTITUTE) kCHINE CUT DIAGONAL JLY FINISH CUT 1RFACE SMOOTH 3/a" THK. CORRIGATED PANEL PLUG WELD BOTTOM SECTION 1 "x1 "x16ga. TS FRAME .090 ALUM. AB COVER 3K" THK. STL. BASE PLATE - 1 "x 1 "x.125 STL. AB COVER MNT. ANGLE 1200 SELL/�,UE.. �50.3J2.0%23 • • • • • c�,�_����hrnclinc�.c�cr��7582 24T10 5ta_te_R_oaZ_Y4 LLltZ,LLlM ( PAINT TO MATCH) .090 ALUM. FRAME CAP FILLER I DRAWING APPROVAL DATED: I Awlwjp,� CLIENT: Da DOW BURGER KING 11 LOCATION: SCALE: Rev.No BRONX NY 1:16 A DRAWN BY: Poge out: HANK CULVER ISOVI FILE LOCATION: DWG. NUMBER: t,G/ENG/CC/BURGER KING IBK000303 )J"O NUT (PAINT TO MATCH) h- THK. PLATE (X2) 4"x4"x.125 ALUM. SQ. TB. .090 ALUM. SWING ARM FI LLER BOX X"'xf •*O BOLT 5"0x.280 STL. PIPE CLEARANCE BAR ANALYSIS MAIN VERTICAL TUBE Analysis (Moment and Torsion Combination) Use a 6"x.432" ASTM A36 Steel Pipe MACT = 3.71 kip feet ZACT = Mact *12/Fb(24 KSI) ZACT = 1.86 In' Use a 6"x .432" ASTM A36 Steel Pipe ZALL= 12.23 in' No. of Pipes = 1.00 ZAl I TOTAI = ----1i.Z`�.----------------- -- -- Torsion Frame Analysis Use a 6'x.432" ASTM A36 Steel Pipe Gee T*r/J TACT = 2.24 kip feet r = 2.19 in J= 49.70 in' Ge= 1.18 ksi Gall = 11.20 ksi Combination of the Bending and Torsion Stress ZaI/Z.jI + Gaa/Gall = 0.26 < 1 CLEARANCE HORIZONTAL TUBE ANALYSIS Use 4"x4"x1/4" 6061-T6 Aluminum Tube MALT = 2.24 kip feet ZACT = Mw *12/Fb(19 KSI) ZACT = 1.41 in' Use 4"x4"x1/4" 6061-T6 Aluminum Tube ZALL= 3.90 in' No. of Tubes = 1.00 ZXJ,TOTAL= 3.90 CAP PLATE ANALYSIS Use a 1/2" x 14"x16" ASTM A36 Plate MACT = 2.24 k -ft SACT = MACT*I(Lbn-dt�ba)/2]*12/ dU.*Fb SACT = 0.28 in' Plate Analysis Use a 1/2" x 14"x16" ASTM A36 Plate SALL= 0.58 in' SACT/SALL= 0.48 < 1 COMPANY: Entera A S and E Inc Robert W. Wall, PE PROJECT: ES14-077 Lu4t7z1 FIR 9 CA 7882 Fla 46021 ADDRESS �'- sample Calculations Wind Load = WL r-0" Section 1 WL = Cf *WIND psf WL = 1.927 * 46.6. 376 tO t� V -4r 4"X.250"6061 -T6 Aluminum Tube Force - 87.475 * 4 Force = .34990 kips ZV2" BLACK COPY Zact = 3.90 in3 > Zreq = 0.09 in3 Zreq - _Moment ** 12 fb * NC LDF MEMPHIS FONT (FRONT SIDE ONLY) NC = Number of columns - 1 fb = Bending (ksi) - 24 LDF = 1 Zreq = 8.798 in3 e - Section 2 00 00" Concrete is 3000 psi at 28 days All wind loads per: ASCE 7-10 6 " x .432 " ASTM A53-S/B Pipe FBC 2010, Zact = 12.23 in3 > Zreq = 1.857 in3 2' Structural Steel Design per Chapter 35 of building codes. Soil Conditions per acceptable Grade Line code standards or verified O by professional engineer. REMARKS: 2 , - 6 ° Foundation Note: Use anchor bolts with caged 5 6" Fv I number rebar on center each way. Auger * * * See Chart Below WIND - ASCE 7-10 - Exposure C - 170 mph Section Cf Wind Wind x Cf AREA y .6 W MOMENT Z REQ sf) (psf) (ft2) (ft kis(k-ft) i0 1.00 1.93 45.38 87.48 - 4.00 8.67 0.21 0.18 0.09 2.00 1.68 45.38 76.09 9.82 4.21 0.45 3.71 1.86 TOTALS 13.82 0.66 MEAN SIGN HEIGHT (HB) = MOMENT AT GROUND = 3.714 k -ft = 5.6431 ft TOTAL FORCE .6582 kips CHECK FOOTING P allow = S * b * d " 2 b = width of footer (ft) 2.37 * d + 2.62F* HB d = height of footer (ft) P allow = .798 * 2.5 * 4 "2 = 1.3093 (kips) > .65824 (kips) is O.K. 2.37 * 4 * 5.6431 p+�_-2.64 -------- vVL 1 J --------------- -- B/`1J�1-L/'1 I C ------------------ BASE /� �+ Sect. Bolt Size Num Spacing Load MAX Plate Dim. Thick. Load MAX Spec. in In (kips) kis in in ksi ksi 2 ASTM -A36 1.000 4 11.500 1.94 14.92 14.00x 16.00 0.750 7.20 27.00 1 ASTM -A325 0.500 4 5.000 0.21 8.64 14.00x 16.00 0.500 0.18 27.00 FOUNDATIONS AND STRUCTURAL Or ELEMENTS SHALL BE CALCULATED IN L� COMPLIANCE WITH APPLICABLE CODES. NOTE: CLADDING/ STEEL SUPPORT: STEEL CONTINGENT ON ENGINEERS SPEC. AND WIND LOAD REQUIREMENTS STEEL BASE PLATE w/ STEEL ANCHOR BOLTS AND CONCRETE FOUNDATION CLADDING (FRONT) TO BE CORRUGATED PRE—FINISHED OR PAINTED TO MATCH SAMPLE. CORRUGATED COMPONENTS HELD IN PLACE VIA C—CHANNEL TO MATCH SAMPLE. INTERNAL BRACING AS REQUIRED CLADDING (RETURNS) TO BE FLAT .090 ALUMINUM PRE—FINISHED OR PAINTED TO MATCH SAMPLE (BLACK SATIN FINISH MATCHES CENTRIA CORRUGATED MATERIAL CUSTOMER TO SUPPLY SAMPLE) ***SEAL ALL ZINCALUME CUTS TO PROTECT FROM CORROSION*** ANCHOR BOLT OR DIRECT BURIAL FOUNDATION SHOULD BE PROVIDED BY ENGINEER FOR LOCAL WIND LOAD REQUIREMENTS 7'-0" 6'-0" 4" 3'_7i" -f- 2'-8" ELECTRICAL NOTE—Actual If of circuits to be determined by a Licensed Electrical Contractor. TOTAL AMPS: TBD # OF CKTS: 1 20 AMP(RECOMMENDED) VOLTS: 120 ALL SIGNAGE WILL BE (U.L) LISTED, (U.L) 2161 COMPLIANT AND CARRY (U.L) LABELS. ROOF MOUNTED DECOR. REVEAL ELEMENT SYLVANIA PROPOINT OUTDOOR LUMINARIES LED SMALL WALLPACK FIXTURE #70885 SW -L -15 -760 -T5 -01 -BL FABR. SWING AWAY MANUAL RETURN CANOPY PER VENDOR SPECIFICATIONS: 063 TOP FILLER THIS OCU CABINET FACE WILL ACCOMMODATE INSTALLATION OF TEXAS DIGITAL, RADIANT, SICOM AND MICROS ORDER CONFIRMATION DISPLAY UNITS. 2 COOLING FANS MUST BE INSTALLED PER MANUFACTURER SPECS. SYLVANIA PROPOINT OUTDOOR LUMINARIES LED SMALL WALLPACK FIXTURE 6" #70885 SW -L -15 -760 -T5 -01 -BL 090 ALUM. RETAINER/ 19"x17" SNAP END PANEL LOCK GRAPHICS FRAME FABR. OCU CAB. w/ TD 15" DISPLAY, SPEAKER AND MICROPHONE (NOTE: TO BE ACCESSED FROM REAR) REVEAL PANEL 24ga. CORRUGATED PANEL 0 340.2 Drive Thru OCU Swing Away/Manual Rehm Canopy Arm Revised 10/04/2012 III 1'-1" 2V 6 SERVICE DOOR ON " REAR 7" 6" x .432" ST[. PIPE - 0$ 2" POWEROUT %4" STL. PLATE PLATE DETAIL --- ----- _ --- -SCALED-: -3X ---- - - COLOR NOTE: ZINCALUME CORRUGATED PANEL WITH KYNAR PRE—FINISHED BLACK — 20 YR. WARRANTY / 1'-11T-16" OCU CAB./ GRAPHICS FRAME: PAINT BLACK (SATIN FINISH) 3" LEFT SIDE END PANEL./RIGHT SIDE RETAINER PANEL;- PAINT BLACK (SATIN FINISH) REVEAL PANEL: PAINT TO MATCH #3630-33 OR EQUIVALENT CANOPY PERIMETER/ UNDER SIDE CORRUGATI U CEILING: VISIBLE SURFACE PAINITD TO MATCH BRUSHED ALUM. (PG.1) STEEL: PAINTED BLACK CLEARANCE COPY: 2i¢" 3630-22 BLACK VINYL w/ REFLECTIVE WHITE (#680CR-10) BKG'D LEFT SIDE ONLY Nil a SMM =69@r MWR =900mmi>rs ud Camd LW lb = ems°° fw62 bad= 000.AS @@W mwb TM on ° W. sawift etubwk mygnt on rets ho am Owfts. aw W abdEwlim mm kfmuWL Fw m&kdm upbbk pbm sombd On hW dwvkmt h Hind . This DrawbrmOselpn Illustrated Is the Copyrigtrted Property of Burger Imo. The pmdudion, copying, or use hersof Is proldbW without wrtttsn corwft Any hftWm nt will be subject to legal action. nN euueeER NM Burger Wq requbas tlwt an " MrAppruncr ❑ APPMVed cumbMabdorsympqAtEm dmwhV be pbtsMed hom the dmt prior tD w Do* _ ad Womi EW ppiduclionrelease or pioducl mr releeee ❑ Revise & Resubmit Robert W. Wall, PE 46021 A S and E, Inc. CA 7882 24710 State Road 54 Lutz, FL 33559 PH (813) 948-2812 Name We Dabs 6" SERVICE DOOR COVER TO BE SECURED WITH SCREWS 2' —10" REVEAL PANEL 3/4"0 ANCHOR BOLT 48" LONG (4) MSI s,ob& S-10.2 Drive Thru OCU Swing Away/Manual ReWm Canopy Arm Revised 10/04/2012 i 3'-85 " 16 3'-716�� 4„ i SERVICE DOOR DOOR OPENING IN! or .a A b 31-611 Auger (PG.2) AUGERED FOUNDATION: �'-6" Ox4'-6" DP BACK VIEW �OF SERVICE DOOR & FOUNDATION INFORMATION i 0 App" NM 0 RmA6&R, 1' 1 ri ar ODIN ... =b&o .080 BLACK PREFINISHED RETAINER SIDE PANEL (LEFT END) 24go. CORRUGATED PANEL OCU FRAME PERIMETER CORR. RETAINER " TEMPERED GLASS .050 ALUMINUM RAIN GUARD 2"X4" JUNCTION BOX MOUNTED TO FRAME ELECTRICIAN REQUIREMENTS OCU FAN HOUSING (2 FANS REQ'D — PART #CF0001) (AIM TOWARDS ELECTRONICS) (COOLING FANS OPTIONAL FOR OCU PROVIDERS THAT REQUIRE THEM) OCU CABINET FACE w/ DISPLAY & SPEAKER CUTOUTS ACCESS TO COMPONENTS TO BE FROM REAR OF UNIT MICROPHONE 0 PER VENDOR SPECIFICATIONS: THIS OCU CABINET FACE WILL ACCOMMODATE INSTALLATION OF TEXAS DIGITAL, RADIANT, SICOM AND MICROS ORDER CONFIRMATION DISPLAY UNITS. 2 COOLING FANS MUST BE INSTALLED PER MANUFACTURER SPECS. Or �W�WAMVANM 6" x.432" STD. (DO NOT SUB`. PIPE "ITWTE) PREFINISHED .080 ALUM BACk, PANEL WITH ACCESS DOOR 540.2 Drive Thru OCU Swing Away/Manual Retvm Canopy Arm Revised 10/04/2012 ALL FASTENERS TO THE FRAME ARE COVERED BY THE ENDCAP REVEALS WITH NO FASTENERS VISIBLE EXCEPT FOR THE REAR SERVICE DOOR .080 BLACK PREFINISHED RETAINER REVEAL 4" RND VENT (X2) MAKE 16" BOTTOM !SECTION OF LEFT END PNL AND BOTH SIDES CORRUGATED OF PNL REMOVABLE FOR AB ACCESS i (PG.3) FOAM SUPPORT rr'�1 BRACKET OCU DISPLAY BRACKET ENCLOSED SPEAKER SYSTEM (SUPPLIED) J" TEMPERED_ FABR. SPEAKER BRACKET GLASS (PLUG WELD TO BACK OF (1 1 X14) CABINET FACE PANEL) PART #GL0001 i alp m mb Va� usrso Una END CAP (WELDED) TOP REVEAL PANEL �- TOP REVEAL MOUNT 3JO"x.226 PIPE © 3'-0" LG .080 BLACK PREFINISHED SLEEVED INTO 4" PIPE TOP REVEAL RETAINER 0 NOT SUBSTITUTE) TOP FRAME ELEMENT ;EE END TO BE WELDED .080 BLACK PREFINISHED ) CANOPY PLATE ASSY. RETAINER PANEL (LEFT END) —\ PIVOT ASSY. (NTS) LEFT SIDE FRAME ELEMENT S40.2 Drive Thru OCU Swing Away/Manual Return Canopy Arm 10/04/2012 '...__ _ 080 PREFINISHED ALUM. FILLER RIGHT SIDE FRAME ELEMENT _.080 BLACK PREFINISHED ALUM REVEAL RETAINER AIGHT CUT TO ' p PIVOT 24ga. CORRUGATED. PANEL OW TOP TO ° .063 ALUM. TOP FILLER _ j REVEAL PANEL (RIGHT) 4"Ox.237 PIPE (SLICE VIEW) & PLUG WELD ' COLUMN 0 � � 2"x2"x.250" STEEL ANGLE UPRIGHT ao 2.5" x 2.5" x .250" Sq. Tube 3/s'Ox3" LG BOLTS (X8) FRAME UPRIGHT SUPPORT 5"x.258" PIPE @ 3'-0" LG ' STRAIGHT CUT 2"x4"x.125 REC. EXTR 4"x4"x.25 ALUM. .FRAME PERIMETER .063 ALUM CEILING PANEL TO BE PAINTED BK SILVER ILLUMINATION: SYLVANIA PROPOINT OUTDOOR LUMINARIES LED SMALL WALLPACK FIXTURE #70885 SW—L-15-760—T5-01—BL 7(77747771;17, 1777 1 U1,7i it 73 f]Ii;rMw1 F Cr) l[ � '.Gil;: -C1 This Drawh*Cesign Musbated Is the Copyrighted smm WW KW mom that an " RrAppomff ❑ Appmed Property of Burger fang. The produodon, oopying, or cmm mdmwftmqp drawing be obt b*l Tran the dent W t0 use hereof Is prohibited wNhout written om=nt 0_n � M _ Da worm arty produclon release or pmdudlon release El R9 & ResubmitAny h*hVement wM be subject to legal aodon. muton, Robert W. Wall. PE 46021 A S and E. Inc. CA 7882 24710 State Road 54 Lutz, FL 33559 PH: (813) 948-2812 0 T19 Data a MACHINE CUT STRAIGHT ONLY FINISH CUT SURFACE SMOOTH 4" STUB TO BE WELDED PLATE ASSY. REAR VIEW BASE PLT. 1 "x 1 " TS 2"x2"x.1 STL. ANC (FRONT SIDE ONI REV I DATE I KUN I VIEW 1200 BELL AVE., 71E 6M0FKaWU PUNAW0RAmarAwB _ENTERA PANAMA WY, FLl�324 1 jjn ee,..sc�,MRsasfflWFW WF9= tX PH: 850.7(3.7982 U 0�®U' 6t�� B"r rMR a FAK 850.302.0723 uareo REPFK U=COP%ORE ff=NAWFWM Your total branding solution www.enterebranding.com Road 54 Lutz, FL 33559 PH: (813) 948-2812 5" x .258" PIPE @ 3'-0" LG w/ DIAGONAL MACHINE CUT (DO NOT SUBSTITUTE) 6" x .280" PIPE ® 8'-4)/2" LG (DO NOT SUBSTITUTE) 1 "x 1 " TS UPRIGHT (X8) KIVH 1 SIDE VIEW DRAWING APPROVAL DATED: CLIENT: BURGER KING SCALE: 1:16 DATE: 1 11/01/11 LOCATION: FILE LOCATION: Rev.No: BRONX, NY G/ENG CC BURGER KING DRAWN BY: DWG. NUMBER: PAGE LAYOUT: HANK CULVER BK000503 I FRAME LAYOUT01 REV MATE 5" x .258"PIPE @ 3'-0" LG w/ STRAIGHT MACHINE CUT S U BSTITUIrE) D TO BE WELDED PY PLATE ASSY. "x 1 "x. 12 5 TL. ANGLE CRADLE K4) it x .280" PIPE Com? —4/2 )1 LG ,0 NOT SUBSTITUTE) 2"x2"x.1881. STL. ANGLE OCU FRAME (4 SIDES— FRONT SIDE ONLY) 1 "x 1 " TS CAB. FRAME BASE PLATE " SLOTTED HOLES DRAWING APPROVAL DATED: CUENT: DATE BURGERKING 11)01/11 01 11 LOCATION: SCALE: p".No: BRONX NY 1:16 DRAWN BY: Page Layout HANK CULVER FRAME ISOVIEW FILE LOCATION: DWG. NUMBER: LG/ENGZCC/BURGER KING BK00050 ENTERA Your total branding solution 4"x4"x.250" Al I I k A /1 I I c- f- r rc- Y2" THK. STL. PLT. WELDED TO 4"x4"x.250" GUSSETS (X8) 2"x4"x.125" REC. TUBE. CANOPY FRAME 7200 [3ELL;�\/E.. Pk\NAM/� CI I Y. t=L 32!01 f�Fi:3�0.7G3.7�J82 � Uiarl�rwrit+ers f=�\X �350.3J2.0723 L�I�or�tories.lire.. DOW, d.coi�� 3'-5" no 1'-11" 2" STL. ANGLE 1'-2" 2.5" x 2.5" x .250" ALUM SQ. TUBE 5" x .258" STUB PIPE SECTION A—A w/ STRAIGHT CUT 706MORIa WuwuaJMDRQMCFEEWB IIEL RIC. QBSUM11II®R71111 IFEW1111LU8 NOOMS IYMAFROWNW1R/WSJP17RVn eYS$1.810 M11 ff0WT708E8F1 MTj0 �17�1 OUTME1=0A3AN0!A71MNOIR1870 U l RE'ROMMM OMM OR E708SM NANYFAMM (813)948-2812 DRAWING APPROVAL ANGLE UPRIGHT 0x 12" LG DN (X10) 2.5" x .250" SQ. TUBE 125 REC.TB. 112 "(GUSSETS) CLIENT: BURGER KING SCALE: 1:16 711/01/11 DATE: LOCATION: FILE LOCATION: Rev.No: BRONX, NY G/ENG/CC BURGER KING DRAWN BY: DWG. NUMBER: PAGE LAYOUT: HANK CULVER BK000504 I FRAME LAYOUT02 4"91Y x. 'm ALUM. GUSSETS CANOPY FRAME ANALYSIS Use a 2 1/2"x 2 1/2"x1/4" A]. 6061-T6 Tube Frame MACT = 3.50 kip feet ZACT = Mact*1 2/Fb(19 KSq ZACT = 2.21 in' Use a 2 1/2"x 2 1/2"x1/4" Al. 6061-T6 Tube Frame ZALL= 1.54 In - No. of Tubes= 2.00 ZALL,TOTAL= 3.08 Zact/Zw l= 0.72 < 1 BASE PLATE ANALYSIS Use a 3/4" x 13" x 13" rounded plate MACT = 9.98 k -ft SACT = MACT*I(Lboit-dwbe)12]*12/ dwbe*Fb SACT = 0.92 in' Plate Analysis TWeld thldmese = Use a 3/4" x 13" x 13" rounded plate SALL= 1.28 in' SACT/SALL= 0.72 < 1 BASE PLATE ANALYSIS Use a 1/2" x V-3" ASTM A36 Steel Cap Plate MACT = 0.50 k ft SACT = MACT*[(Lboit-dwtm)/2]*12/ dw.*Fb SACT = 0.15 In" Plate Analysis Use a 1/2" x V-3" ASTM A36 Steel Cap Plate SALL= 0.42 in' SACT/SALL= 0.36 < 1 " THIS. STL. PLT. WELDM TO 2"x2"x '250 STLa ANGLE UPRIGHT SUPPORTS wl %"0x1j* LG 13OLTED CONNECT110N (XIV) x 2-sW x 25 AUMIL _ TIE 2"x4N. 125 dLJAMe REC.163s BOLT ANALYSIS AT THE SADDLE Attach the 2X4 Tube to the 2" Aluminum Angle with (10) 3/8" Dia. Bolts Vad = 5.25 kips V,W1= 4.2(ft)"2Ftul * No. b.Its/nW3) V 0.25 FTut = 45 Dbou diameter= 0.38 Number af boli= 4 Va11 = 9.64 Idps(total) VadNeu = 0.5443 < 1 WELD ANALYSIS A S and E Inc ed = 9.98 k -ft Tae = Mae *12/Dplete Tae = 19.96 IGp Tail = 0.707 * T.1d thld.. * 24ksi*Lla„gt, or Weld T.1d thldmee = 0.31 in. L",0 d.id = 6 in. Tail = 31.82 kips TedReu = 0.63 < 1 WELD ANALYSIS as = 0.50 k -ft Tae = Mat-12/Dpiate Ted = 1.00 IQp Tau = 0.707 * Tweld thid,,m * 24ksi*Ll,,o or Wald TWeld thldmese = 0.31 in. L.0 of weld = 6 in. Ta„ = 31.82 kips Teot' ' au = 0.03 < 1 COMPANY: Entera A S and E Inc Robert W. Wall, PE PROJECT: ES14-074 2471 FI 864 CA 7882 Fla 46021 ADDRESS: Sample Calculations Wind Load = WL WL = Cf * WIND psf 3 1 _ 9 e Section 1 WL = 1.836 * 45.375 Force = 83.323 * 4.6875 ° c? 7 ' - 0 " Section 2 Force = .39058 kips Zreq = Moment * 12 ao fb * NC *LDF NC = Number of columns - 1 fb = Bending (ksi) - 24 LDF = 1 Zreq = 8.640 in3 0 3 , - 9 " Section 3 Concrete is 3000 psi at 28 days io 6 " x .432 ASTM A53-S/B Pipe All wind loads per: Zact = 12.23 in3 > Zreq = 4.989 in3 ASCE 7-10 FBC 2010, - - Structural Steel Design per V. Chapter 36 of building codes. Soil Conditions per acceptable Grade Line code standards or verified ° by professional engineer. REMARKS: � I ( 3 - 6 " Foundation 5 Note: Use anchor bolts with caged 6" I. ; Auger number rebar on center each way. * * * See Chart Below WIND - ASCE 7-10 - Exposure C - 170 mph Section Cf Wind Wind x Cf AREA y .6 W MOMENT Z REQ sf) (psf) (ft2) (ft kis(k-ft) in3 1.00 1.84 45.38 83.32 4.69 9.71 0.23 0.17 0.09 2.00 1.90 45.38 86.08 4.67 8.75 0.24 0.50 0.25 3.00 1.54 45.38 69.83 31.56 4.21 1.32 9.98 4.99 TOTALS 40.92 1.80 MEAN SIGN HEIGHT (HB) = MOMENT AT GROUND =. 9.979 k -ft = 5.5511 ft TOTAL FORCE 1.797 kips CHECK FOOTING P allow = S * b * d " 2 b = width of footer (ft) 2.37 * d + 2.64 * HB d = height of footer (ft) P allow = .89775 * 3.5 * 4.5 "2 = 2.5129 (kips) > 1.7977 (kips) is O.K. 2.37 * 4.5 + 2.64 * 5.5511 BOLTS BASE PLATE Sect. Bolt Size Num Spacing Load MAX Plate Dim. Thick. Load MAX Spec. in in kis kis in in) (ksi) (ksi 3 ASTM -A36 0.750 4 8.000 7.48 8.39 13" Round Plate 0.750 8.44 27.00