Loading...
FW-12-1070Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 12 --4-IS 2. Inspection Number: INSP - 174760 Permit Number: FW -6 -12 -1070 Scheduled Inspection Date: October 10, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138- Project: BARRY UNIVERSITY Contractor: BACHILLER IRON WORKS Permit Type: Fence/WaII Inspection Type: Final Work Classification: Iron/Ornamental Phone Number Parcel Number 1121360010160 Building Department Comments NEW GATES FOR ENTRANCE STEEL Passe/)f U l Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments e_G October 09, 2012 For Inspections please call: (305)762 -4949 Page 10 of 46 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: /t 3 cro /Lie Av Gu G City: Miami Shores County: Folio/Parcel #: //-- eV 36 6 F° () S-0 Is the Building Historically', Designated: Yes ROOFIN '5C4�,s'OPre'iKL Miami Dade Zip: 3 316/ FBC 20 /ter GorgkitE NO t� Flood Zone: OWNER: Name (Fee Simple Titleholder): 1e11RR -y (bJ(t)Gre517y Phone #: PS-- gQq 399'S- Address: 1l 3(11) ',le a t,ke City: p14/444/ 5ifotes State: FL . Zip: 3316 / Tenant/Lessee Name: Phone#: Email: r'{A -o @ MA-(L brAL cr-bpc CONTRACTOR: Company Name: 5c c%►i / /e/ W 'kf Phone#: 3 D :- 333,3 Address: .29r- -a / s) City: /7 . -r7. State: Al-- Zip: 3.3/3e Qualifier Name: /4-4X % i lci Phoney) 7-57-� .3 State Certification or Registration #: Certificate of Competency #: 0 4 /3S 00 4- 7� Contact Phone#: .o5 ' ?5 /`77 3 Email Address: U/ylQ,K-kJ e.-, '- J //v/ a c o Y► DESIGNER: Architect/Engineer: U S`',Jl.C.O VSK1 A- 550C/ iti-r Phone #: rSlifr 96/^ 6c Value of Work for this Permit: $ 3 0 0 4'' Square/Linear Footage of Work: Type of Work: Addition ❑Alteration,J l Tew ORepair/Replace Description of Work: /CJe.i„ f 044-6( Qf UDemolition Color thru tile: * * * * * * * * * * * ** * * ** * *** * * * * * * *** * * ** * *' Fees* * * * ** * * * * *** * * * * * * * * **** * * * * * * * * ** * **** Submittal Fee $ Permit Fee $ /DO CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ e. TOTAL FEE NOW DUE $ k l 4.40 Bonding Company's Name (if applicable) /Oil/6c Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /1/4)/ it Mortgage Lender's Address ®--- City State Zip Application is hereby made to obtain a permit to do the work and 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 OWNER'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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 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 property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve!, a reinspection fee will be charged. Signature Signature e itvei Owner or Agent 1 Contractor The foregoing instrument was acknowledged before me this 31 st The foregoing instrument was acknowledged before me this 31 Yf day of MAY , 201Z , by Ck �� ' , day of , 201?-, by /q/1'm ;Ik r , who is personally known to me or who has produced wh As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: o e or who has produced as identification and who did take an oath. NOTARY P C: Sign. Pri My Commission E .f .••`��S!C ?d'% Jonathan Cuesta 1 , My Commission Expires: 4. s uesta : ?: �sC0MMISSl0N #EE041198 �+' ,�� tiTd. 'ae 17 xotsrn7ammtanowco %�� �A:EXPIRES:NOV.09,2014 •++ s WNM1N AARONNOTARYcom APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) :-2 12 (07 0 ti--, 5--__G-TC---__CaTTC--17:CT-TC:CITC:CrITC-1,7fT-ST_C-5--...aC"--q L n r ,FcEi- L , C„,-) Cl., ) _,- ) Lit EME 1! ,..,- i ul ,_,-, ' ONSTRUCT�ION.�� Li Li) ) l� L.,) Submittals „,-, Li) „,, ki ,-, � V L Fr �1 u L1 L Barry University L1 �1 HSC Baseball/Softball Entrance - ) L/ 1 BIZ ._=.___ \,,,,r,,, oi Li III r nY D; -- n L� Steel Gates J ��� 1 i 0 �C,fviFl r,N E Jvl r-i ,ALL FEL ERA' �� r �C_IT -Iif Ford" T'tJL "— 1 • Eastern Engineering Group 3401. NW 82nd Avenue Suite 370, Dora!, FL 33122 -1052 T. 305.599.8133 • F. 305.599.8076 • www.easterneg.com Barry University SoftbalIIBaseball Ticket Booth/Equipment Storage Job No: 12 -1 Steel Gates 11300 N.E. 2nd Aven Miami Shores, FL 331 0 EXCEPTIONS TAKEN 0 MAKE CORRECTIONS t 0171) 0 REVISE AND RESUBMIT 0 REJECTED Review is only for aenwal conformance with he Conti Di. of t1 ; cilenuili compliance with Ln olio `. P'. • atishct AI' ,t EL STRUCL .,CALCUL Di O c _ • Zi • LU 4•• 0 . — o i I 0 otor. • Prepared By: ❑ Raissa Lopez, PE Lic. No. 59399 CAN # 26655 Job No 12 -119 1 of 20 U l m W► LL. go-v--Sp lob � LOGIC -( P 1 .5 -.. M ` _ I /4''14ff• Prepared By: 2 Gonzalo Paz , PE Lic. No. 60734 CAN # 26655 • esessiEastern Er i u s ng r 3401. NW 82nd Avenue Suite 370, Dorai, :FL 33122 -1052 T. 305.599.8133 F. 305.599.8076 • www.eastemeg.co m • • DESIGN CRITERIA: Calculations based on: 1. 2010 Florida Building Code 2. Minimum Design Loads for Buildings and Other Structures ASCE 7 -10 3. Building Code Requirements for Structural Concrete ACI 318 -08 4. American Institute of Steel Construction AISC -13ed 5. Specifications for the Design of Cold- Formed Stainless Steel Structural Members SEI /ASCE8 -02 CALCULATION INDEX: Wind Loads II Gate Design III End Posts IV Intermediate Posts CALCULATION ATEMENT: 3 -5 6-11 12 -15 16-20 Total Pages = 20 To the best of my knowledge, ability, belief and professional judgment, I hereby attest that the manual calculations and computer generated calculations are in compliance with the existing governing codes. ❑ Prepared By: ❑ Prepared By: Raissa Lopez, PE Gonzalo Paz , PE Lic. No. 59399 Lic. No. 60734 CA # 26655 CA # 26655 Job No 12 -119 2 of 20 • • • MINIMUM DESIGN LOADS Other Structures All Heights Figure 29.5 -2 ! Force Coefficients, Cf Open Signs & Lattice Frameworks E Flat -Sided Members Rounded Members D qZ _. 2.5 (D q2 5 5.3) D qZ > 2.5 (D qZ > 5.3) < 0.1 2.0 1.2 0.8 0.1 to 0.29 1.8 1.3 0.9 0.3 to 0.7 1.6 1.5 1.1 Notes: 1. Signs with openings comprising 30% or more of the gross area are classified as open signs. 2. The calculation of the design wind forces shall be based on the area of all exposed members and elements projected on a plane normal to the wind direction. Forces shall be assumed to act parallel to the wind direction. 3. The area Af consistent with these force coefficients is the solid area projected normal to the wind direction. 4. Notation: E : ratio of solid area to gross area; D: diameter of a typical round member, in feet (meters); qz: velocity pressure evaluated at height z above ground in pounds per square foot (N /m2). Job No 12 -119 3 of 20 313 • Project Name :12 119 Barry University Date:05 /15/12 9411 75,0 :180 9.511 zg := -900.00 Wind Velocity (mph) Miami Dade Broward Category 1 V =165 mph V =156 mph Category II V =175 mph V =170 mph Category III & IV V =186 mph V =180 mph Topographic Factor Wind Directionality Factor (see table 26.6 -1) ASCE 7 -10 .... Kd =0.85 Gust Factor Net Force Coefficients Cf (see Figure 29.5 -2) Fiat -Side Members for a < =.1 2.0 for 0.1 to 0.29 1.8 for 0.3 to 0.7 1.6 Values for Terrain exposure constants a and zg: Exposure B— Value a =7 , Value zg =1200 Exposure C— Value a =9.5 , Value zg =900 Exposure D— Value a =11.5 , Value zg =700 Z 8.Ocl Z := if(Z < 15,15,Z) 2 (Z1a Kz:= 2.011 —I zg Height of Sign or Roof Mean Height of a Building (ft) Solidity Ratio of Sign ( %) qz := 0.00256. Kz• Kzt• Kd• V2 pz := 0.6(gZ G.Cf) pz.EQ := max Pi 100 ,10 Eastern aio migg Group 4 of 20 psf Rounded Members 1.2 0.8 1.3 0.9 1.5 1.1 Gross Wind per Actual Solid Area (psf) Equivalent Wind in Overall Area (psf) •Eastern E g Group f • eerin � 3401 p •Sand Av €n�is:aSOlte:37O Doral, FL 3312Z- 1052 T. 305,589.8&3• l.30$.59948Q75• WwW.egstemig.conti 1 1 i mum NEM 111111111,1 iermiteA„ pgres Y;IAYi. -r rofirnma PROJECT NAME: . ( DATE: 051ts, 2D DESIGNED BY: /1444 4.1•0 )a' REViEwEn By P P w EL. 1111111111111111111,111111 I � MEINIougII a n 'M III ■■■112 :SCI - ICC::: I ASEm �Sn . M1 . �.N _� / IUI_ mom ■ I ::'i.� In I 1o1� .1m.�110 111 11 1 III 10111Mil HIER riffilill I i Inarompp WHA 11;....�.�l I C MEr r"`�.1 `ISI =C". C;s : 1111111 .II ii11.u1B111.II.:111O�aIII 1 111111112116 reallialarp111 ' r.1.1�iw� riaite„,....,\ Eastern. En ' ne ering Growl • '�*�.....�� 3491 NW 82nii ortiu�¢:5uiie 370; :Coral, FL 33122 -1052 T. 305,699.8133:► F. 05.999:BA76:• YvWW. 5kerfg3.com PROJECT NAME: Brikfrki (. A 1 1i'• DATE: 'D fl.5 -1 20 /z DESIGNED B MAC ialkIa.S REVIEWED BY: gt`' a�L. I II IIIMMI II!!! - /�'�% SSIE; -� _. 111 111 1 ■ ' - _ 1r1u111 1111• aar1111111111 1011 _ 111f ®nti1C11.11111 1C��11 �RURIr111�1R111U r lHhIl• aar■■r■■■�enat■rrar I!U!IHiUIHIUIIIIIii!E_ rJi: %t!'C!ra,+�. /!�'i <'. L/ Tt l�■[%]���r'.7JiiC!]1�*,/ 1� I!!!llhI1!iI!L • 7-10 _ o _ Et 1E - am I" 1111111111111=112M111111111111111 11 O o. EM MEL; EMI ,�...� pMe_ - 111111��' 1 "om Il.'1i'�.' i aii' i ■ ►■ agar ■■■■a■�uui■ra■r.a■�aa��.�.�.�■ 1'1 _ �.�...; 11���111''�..11t�1C�� , �1�1�!�!��I�fl 11x11. Im1111l11®111111111111. 111'RI1 riminiaiminnatimemmardsm i ii' ti���i1' �ii�i ?iaii�lli /liiiiiliii�i�iii� ��"�� , • 1� `- � ■111111111a!IuIIuu11 a 1�i111IIV111 rxilfxritaalimmore-mam ■ ■11--:--„= asi-- - - -- -- - --- - Job No 12 -119 6 of 20 . %Eastern Engineering Group 3401 MN 82nd •Avenu0:,9tiite 5713, Dora!, F33122 -1052 T. 305.599.$193." F. 3O .599 O7,6,• www.eestemeg,com proe Ia PROJECT NAME & (r VN' DATE: DESIGNED BY 142 D REVIEWED BY? 110" *4. A POILIIII ' , _ _ir I 1 �_ _. _ .. - - - -- -- I 111 1111011111Irvi ■r/_ MI 1111 1111 1111111111111111 1111 .r. 11111 . .. 1■ rr■ r 6 • I •� LJOb O 11 -11 /0 ZU pastern Engineering Group � ' 3409: NW 82nd Avenue Suite 370, Dotal, FL 33122-W52 E. 305.599.8133 • F. 305599,8476.• wWW:e temeg corn PROJECT NAME: Ber Oiitn DATE? 05)1SJ2a12r DESIGNED BYIr'�1 h REVIEWED BY: (a'i' , 'A'r . 1111 Mom IIIII ft! ems. �.r ;ftL ► I��'# 111 (iiI1iiII ■f I rim EmmuwarrvillariziL, II!IIIIl!U! !� I' 11im1 :ice .— 1111=11111fflill JI ir• in 11111111L rusumnimmammainai 11111111NINIUMMIKINUMEMINN immenINPRIPLIMINII 1�1 mistimmoiniononsan 6 1 :: ; . 1�1 INEIESONIESEMMUNIMMEIMI �11 INEMENEMEMBERWERIIIV IIIIMMENIEw MIL - v fr GI'IC"N O FI lk ENE MI 11 1% __ ROPP U1IMh111 NEIMI MilifilirMIESINE ESIMEIMMINEMMINIMMI r11 f tf of 20 Lb ND 12- 1 : Eastern Engineering Group 3401 NW 82nd Avenue Suite 370, Dora!, FL 33122 -1052 305.599.8133•• F. . 05.599.SA7l6.• www.eesterrmwam PROJECT NAME: f %/ abh( DATE ob j5I7 12 DESIGNED BY /144.(ii}9 ithrtAkS REVIEWED BY, 1? ar 21. -.4 CIA .41 0 , ps )2. 414 - ,1s ' 4T I b I i I l t MEM 1111' IIIiii• n tl ■ I L. o 12 -119 1 I 9 of 20 �'� i Group 3401 NW 82nd Avenue Suite 870, �3nral, FL 33122 -1052 �,• ,..,i 1.305..699.8133. ■ F. 305.599,8076 AMIN*.eusterneg,com PROdBCr NAME ►. r VW • DATE. ID55ilS 2fll DESIGNED BY: frilmaci elThrides REVIEWED BY tSr A 1_1.1 2.1111, `� _..i - -1- EMI _ 1 MI MI i immo." ..111111L.- MEE MINIS .i�- 11M . a �I® ®1 1 : :1M: � HIU _ �U1 10 ;1 Al 1 111: __... �. l's! � EL ._. All1111 1111 . __ ®:11� 1__111 , , . pm 11o= 111 10 ;.. ..r. _ 1111__. _ . _ ._. : • -� 111 .. .. } t _ �•� : J 111. �. .i_._� I • 1 -•-- _1.1..LAY. ...-•I•_.�•_ .4 ... ._. .. _l.._.. __-r.. .. .If i i111_ 1111111111111111111111111111111011 lommo. nom- imunis ,le gam omummaiiii - 21111416011111k1 II unarm 111111111111111111111111.0111111111•11111N1111111111111111111111111111 mI II :ina iliiiiiiiiiiiiiiliiii111111111111111111111 ! .. 1 �L� �. 1 eal IBC Inssirowilli IEEE: 111111 +:211111111411 .. "" %i.1211 IIIIIIIIIIIIhIIIIIIIIIIMIH 111•U111•1f 111u•11 i I Ob 0 1Z- 1- 10 of 20 Etstern Engineering Group • 3401 NW 82nd Avenue Suite 370, Dordt, FL 33122-1.052 1305599.8133•E 305.599076 * WrAnvaaasterrierocom •• n • PROJECT NAME: 00 crti DAIE: 05/1S. /2012. - DpsIcemp BY: Ala° frAriglie,..S. REVIEWED By: milit. ... 1 Hilinlirti -4 li 01 ' II . 1 ,,.__•_ru dm-Air- 7-ri pu LI _re, 1 Ind;„,.., • J RP. III A. . i -111111----i•---;-1- 1. E. .-* -Mt- idir-- - . , .. ..... - ---i- -7--- pi .7.-ime#•-,L • ; , •••0-•,;--.111,• • •••••••-•-•-4 ..• - in SirIRI,. t ---1-4--- Ill • -- 1-- - --- - - - ' 7 - ! III - . i - I I = - , 7 •-• - - 'F• 4,.. II H - - - .I- • 7.--. -- 1-- 1 I : - • • N i El momm - ' jimEnt--1- • IBM . - MI 111 .1 111 --11111111 -in mangsplormom ao s miPi- a in:r iii mim m m t ii 1 1 n - H 1 n ... .7:-.1.9,11111111111111N111 Hu ma 111111111111 LirralPEILIIIIPPIIIIIPliquil • IIPLairlrilliniLd11,111111111111111.1117.01 all 1 • Eastern E !feeri Group 3401 NW 82nd AuenueSutte 370, Dural, FL33122 -1052 ` T. 305.599.8133 •• F. 305.599.8076. vediWeAstoMeg .com PROJECT NAME: kairry UE'z -w'. DATE: 05 %!64• -01z DESIGNED •BY ('f) %"i.o 0 REVIEWED BY &P o r RL. i -a r mu ( IUINh1S lily:,' ►f' �•a /, � L 'r�L, — 1 i- _■ ■M 1 1111111111 M■■ 11 11 r or Pi mai :T I l _ I # I, , NMI 7 ing REMINIMMIllEKIEHMEN 1111111111111111111EMENMENIZNIAMEMICEM ■■■■ ■ILA■■ ■■■ ■■■■ SEEM .4c-4fr-211111111,1 11111 I III ■ T iii 91rPLIIRMIIMENMIN .reri....................- ............i...mi NEL loi iiEIIi!I!Mii ell x - 11 ■ 111011111 0 MEM 12 0 20 Eta-tern wee b� 011, d 1fi rtiie uftts ?IQ,:.6?;c P 1:fE1.,. . 5 ' 8O5,338,A2 38 »F 3D5:529.,8O >Ml ix toptt PROTECT NAME Bac { Oliti ! k • DATE: P5N 7,0 DESIGNED BY: MA0 MD pija REVIEWED BY 5Ps e r PL. ECM! ME5111111.111 mon..moornn:n1.I■I: Ill ormra I: ■ r I Inllstl�}, �IMICL!111a1Iar11Iu1a11m1 ■■. irmul.■ ..■..r......s... 1llrrnlE ENIU 'EIIIIIII=IInn111EI'■':"U IErn I •sI■I �uP 1pr!I I r111R1uuir1 1 111..1 E gi ' SEIE P . .■■ mmummu■■mum ■l■beamoimm rraimihaniala�llr 1- r allies niiii,i . "■■■%■ 111111C.i'EIi'■'1ASTI..■ ■��■NNI� ��N... ■.N■. N N. ►+ ��i �! C �III■1 I 1 ......l _..■II!I ®III IUInnlnnlnn 1 �1�m - errnnl Inlnrinnl ■ I _ iIIIIuIHmU mHLI ! UtI ..■1.■■... ■1..1■!���..©.� ::ICS erai : mm a : :l : ` ' g ii•i�tilt iii •ll�,��i�a�awii���a..��� ■.mom ■.■rz ,r. mummv■� .moss■_ ■ r airum .r .�.�r idl.�LirN�.� 1111111111111111111111111111111111111111111111111111111111111111111111 Inln11§FA IM ■II■r�1�n111n■���1 1 1 ••:11:�� :.:■�:::I 1. inn • ::: .moron. ■.■...�s■s. ■.■■■ .II IIIIICE PI IIMI rl > >Illnln nl or mil 1 :IC�111�1: Sin: ' 1:::C:.In.. ■........E..■ Inlnnlllnlnnn11115E Mr Nnlslyd" innl mimmsarimmumumunizia■ma ■�t■r■....m.o■m...m.■ mut,... :r.�.■..r ...=- cJ..r■t. .o.mN..■�.NNr■r..■.tiid dNN■N� ■■.N.N�N. IHnn11 winnnlnt iI In Inporm l nni%n I , l, T 1 Job o 12 -11 • 13 0 20 Eastern Engineering Group . 3401 NW 82nd AvenUe Suite 370, Q13ra`l, FL.33 2 -1052 T 305 399.8135 • F. 305.599,8076 t,vdro;,r ti. trr►Qit.com PROJECT NAME;U KV% Dom: 11. I2O1 DESIGNED BY: Ma4*1 //PA I•tgi REVIEWED B P or REM B IHS 1 EMI WM ■HIHIH ! 1 N 111 mum g. _. _ i H _� Iuiiimii•iiiii L IIIIILI! pima ts. 10 1■1iCH11: i::1 onnopiopignmounmainum 1 1�HH I ■1111HH1/11 n1HH M11 1�HIH 11ais11IH 111® MIMES _ 11 1 _.�_H I1�i r � � N aII ■ �� mmour■H■um ossu■/n a IMAM ■H 0■■ I HHIIR iiI I E 1RI[ WI IM !I1HI N11 •IIIUJI!IiIiiiI' .:■i •Ins1uNIH11iiL!UIHUH 14 of 20 Job o 1 -1 9 . • 3401 NW 82nd Avenue, Suite 370 Miami, Florida 33122 305.599.8133 305.5991076 FAX Title : Dsgnr. Description : Scope : Job # Date: 11:34AM, 16 MAY 12 Rev; 580002 User KW- 0804804, Ver 5.8.0,1 -Deo -2003 (o)1983.2003 ENERCAI.0 Engineering Software Pole Embedment In Soil 12119.ecw:celculations Description Stand Alone Post Footing General. Information Code Ref: 19897 UBC 1806.8.2.1, 2003 IBC 1806.7.2, 2003 NFPA 5000 36.4.3 Allow Passive Max Passive Load duration factor Pole is Circular Diameter Restrained @ Surface Summary 200.00 pcf Applied - Loads... 1,500.00 Psf Point Load 1.000 distance from base 12.000 in Distributed Load distance to top distance to bottom 192.00 Ibs 4.900 ft 4.00 #/ft 8.000 ft 0.000 ft Moments @ Surface... Point Toad 940.80 ft-# Distributed load 128.00 With Surface Restraint... Req'd Depth 2.875 ft Pressure @ Base... Actual 566.39 psf Allowable 566.39 psf Surface Restraint Force 868.74 Ibs Total Moment Total Lateral 1,068.80 ft-# 224.00 Ibs Job No 12 -119 15 of 20 r' " ton Engineering :. soup 3401 KW 82nd Auedue Suite 370, DAra1,. 'FL 3S122-1052 T. 3OPA99,,8133•• R 30.5,699.8076" 40.4, n4.asterrie saa PROJECT : Ptb rr y Obtl of • D r y O / H, j Zor? . DESIGNED BY M4C,l: /�1omM REVIEWED BY: 1`P s f 2L . • _.. _ , • 7 "..6.i.', 11. _._ _.. +j iiiin 1 ji,...E-93.11.1111.111 ■ ■i ■1■■ ' 1 , c�■■■— ■a— ■■■��■ :u:■■ �i � 11111019111,11011111111111111111111111111111 1■■■■ . ' !�i bunIlInuuHrnINauIHuIumI ......■■ s i■ ;� mica II. 1 :iii ®���l��� � � PIJINIIIIIIMAIIIIMMIIIIIIIII :ill■11 :11i1111 0ME UM II 1111111111111111111N1 ■ 1M11 21111111 CI r ' p tr 1 ler !!iiiI!l. + 11!!.' MEI -1---- I 1■1■ffiiII ■li■ ■111!1 ■111■ ■■111 ■1NII1 11111111111111 1111101111111111111111111E1 ■■ : ■■ ::ndammorau:anu :, ;;; _� ■mu ■- o- ■�- allNWI...... ■■ ...a.- ■—IUM—■�i Mir.MirM■■nE■■Ia■■�� INIr■■■—■�■■INIn C ■� ■ ■ ■ ■r.► ■ ■■M 1 ■ / ■ ■Il■ ■1 ■t IINIIMDUMIIII i ■ ■■11 1■1■■III■1 ■ ■ '! !iM�:. : A ■ ■11 111! ■■1.■ ■:■ III■1■ 111111 111 ■1UUI11 ■�■ : 15 4 ■■■■■■■ ..■�■ ..r.■1 ■-■ ■ -�■�►! ► 111 4 trio ' TBEInSIIIII MIMI rya; ,POMP, 1R1 ■■11M:■An■iiii mi ■I:■ 1111111111111111M tell ■ =1111 lam:: ■.11 :■:R- fP ■ M :: 1� ■■111■1u■ ■111111 I ll 111 ■1■ ■■11 - w��i.immiima TimC n w.-aria iamaimi"i■ East e- Engineering ro 340. M1UF82iidAVernffi 5iiite 370, Dora!, FL 33122-1052 305,1509.431s31•F 305.699.8076.• a uwwieaseemmoorni PROJECT NAME &Cry. Clii V r DATE: OS I /b l 20 /2 DESIGNED BY: AT ZIY 4(12 S REVIEWED BY 91Pisf a. ■ . 11mm1s t iormerai , 1111111811E 1111111111 ■��■■■■■!■■� � ■� ■sue ■r�� ■ IiIiI!IiiL• , ;SiiGIi!J!!L. � row inveral Est ■�i ° =o aim ,�- ummr �®n ... 61 MUM III ER mum NI ' OE _ t I I 11111 1111 )28 111111111E7, 1111121MME11 I '� ■ 111 IIuIIII!JuIi JOb 0 12- 1 11 2 01„,„„Eastern Engineering Group 3401 NW 820d Aver* Suite 370, Doral, FL 3 22 1052: T, 305,59941343'F 305 499.8076 +•wwuw•easte►Treg4or1 PPS NAME; 1rc v df Dom: VS- I 1 ,( 2 17 DESIGNED BY: 440 Ho REVIEWED BY: le D'' nu m ; 111®■ enta r 111111 1111111111111110111 RE1111111111 mi.....MISTRIALPFASIME rifFINPII NMI 1■ ■■1■ 1111 ■1111i IM E11111111111111 I 11101 K, m ■11■11■IJEMILMa1l71■■S1 fillingingill1111111MIEREMII tmin Issimmunin-101 emorammam mEnnwerarrammoramizerannommum 11111 glimmiES s!, JIMIENIMISMIM Job b 12- 1 • its o zu Diameter.»»».- .3/16° and 1/4" Thread Form.....Advanced Threadform Technology'® PointType.».. »..Nail Finbh... _ .. ».. »Blue aimasear *boxes of ITW Tapcon come packaged with matching carbide - tipped bit Tapcon is packaged 10D pieces per box and 500 pieces per master orlon except 14W4 -600 and AF4 -600 (400:In master carton). RIXi'ORE THICKNESS INCHES RECOMMENDED TAPCON LENGTH Ia. (nun) PAO NO. 3/16° HEX HEAD P�NO. 1/4" HEX READ PART NO. 3/16' FLAT HEAD PARTNO. 1/4° FLIT HEAD BIT LENGTH In. (mm) STRAIGHTSHANX BITS FOR 3/16"TAPCON PART NO. STRAIGRTSHANK OH3:FOR 1 /4"TAPCON PART;NO. 0° -114° 1 -1/4 (31.8) HW3 -114 HW4.114 PF3 -114 PF4 -114 3-1/2 (88S) 79Q0814 7901014 1/4 °-814° 1 -3/4 (44.5) HW3 -134 HW4 -134 PF3 -134 PF4- 134 3-1/2 (88.9) 7900814 7901014 3/4" -11/4° 2 -1/4 (572) HW3 -214 HW4.214 PF3 -214 PF4-214 4-1/2 (114,3) 7908818 7901018 1- 1/4 "- 1- 314° 2 -3/4 (69.9) HW3 -234 HW4-234 PF3 -234 PF4- 234 4-1/2 (114.3) 7900818 7901018 1- 3/4 °- 2 -1/4° 3-1/4 (82.6) HW3.314 HW4-314 PF3 -314 PF4- 314 5-1/2 • (139.7) 7900822 7901022 2- 1/4 °- 2 -3/4° 3-3/4 (95.3) HW3 -334 RW4 -334 PF3 -334 PF4 -334 5-1/2 (1397) 7900822 , 7901022 2- 1J2° -3° 4 (101.6) RW3.400 HW4-400 PF3-400 PF4 -400 5-1/2 (1397) 7900822 7901022 3- 1/2° -4° S (127.0) N/A HW4 -500 N/A PF4- 500 6-1/2 (165.1) N/A 7901026 4- 12° -5" 6 (152.4) N/A HW4.600 N/A PF4 -600 7-1/2 (190.5) N/A 7901030 Addittanal Tapcon bra are available 10 per tube. TapC0n1. 410 SS.Anchor- FIXTURE imams INCHES Diameter_._..._3/16° and 1/4" Thread Form._Orig)nal Notched (f -Lo"' Point Type._._...Nag Finish........._. - ...410 Stainless Steel with Sliver climasear All boxes of DW Tapcon come packaged with matching carbide- Yipped bit Tapcon is packaged 100 pieces per box and 500 p eces per master carton except 3461907 (4001nmaster carton). RECOMMENDED TAPCON LENGTH In. (mm) PART NO. 1/4° HEX HEAD PART NO. 3/16° FLATHEAD PART NO. 1/4° FLATHEAD BIT LENGTH bt. (mm) STRAIGHT SHANK BITS FOR 3/16"TAPCON PART NO. STRAIGHT SHANK BITS FOR 1 /4"TAPCON PART NO. 0° -114° 1-1/4 (31.8) SHW4 -114 3434907 SPF4 -114 3-1/2 (889) 7900814 7901014 1/4° -3/4° 1-314 (445) 5HW4 -134 3418907 SPF4 -134 3-12 (889) 7900814 7901014 3/4 -1 -114 2-1/4 (572) SHW4 -214 3419907 SPF4 -214 4-1/2 (114.3) 7900818 7901018 1- 1/4- 1-3/4 2-3/4 (69.9) SHW4 -234 3420907 SPF4-234 4-1/2 (114.3) 7900816. 7901018 1- 3/4 °- 2-1/4° 3-1/4 (82.6) 514W4 -314 3421907 SPF4 -314 5-1/2 (139.7) 7900872 7901022 2-1/4° - 2 -3/4" 3-3/4 (953) SHW4-334 3322907 5PF4 -334 5-1/2 (139.7) 7900872 7901022 2-1/2° -3° 4 (101.6) 3459907 N/A N/A 5-1/2 (1393) N/A 3100910 3- 1/7 -4° 5 (127.0) 3460907 WA N/A 6-12 (165.1) N/A 3102910 4- 1/7 -5' 6 (152.4) 3461907 N/A N/A 7 -12 •(190.5) N/A 3461907 Tapcon Anchors PART NUMBER 790059 7901060 Tapcon °. SDS Sits DESCRIPTION 7° (SOS Rotohammer Birsfor use with3M6°lepton) 7901059 5' (505 Rotohanuner81ts for use wltb 1 /4"Iapcon) • 7' (SOS Rotohammer Bits for use wItb 1/4 Tapcon) All SOS bits are sold h dIvIdually. Ultirn ®te Tension and Shear Values (Lbs/kN) in Concrete b. ANCHOR DIA. In. (mm) MIN. DEPTH FM . la. OF fc =2080 PSI (13.8MPa) fc =3000PSI(20.7MPa) fc =4000PSI(27.6MPa) fc= 5000 PSI (34SMPa) Dam) Dam) TENSION Lbs, (RN) SHEAR lbs. (RN) TENSION Lbs. (kN) SHEAR lbs. (kN) TENSION Lbs. (kN) SHEAR Lbs. (kN) TENSION Lbs. (kN) SHEAR Lbs. (kN) 3/16 (4.8) 1 (25.4) 600 (2.7) 720 (3.2) 625 (2.8) (3.2) 650 (2.9) 720 (3.2) 800 (3.6) 860 (3.8) 1-1/4 (31.8) 845 (3.7) 720 (3.2) 858 (3.8) 72 (3.2) 870 (3.9) 720 (3.2) 1,010 (4.5) 860 (3.8) 1-1/2 (38.1) 1,090 (4.8) 860 (3.8) 1,090 (4.8) 860 (3.8) 1,090 (4.8) 860 - (3.8) 1,720 (5.4) 860 (3.8) 1 -3/4 (445) 1,450 (6.5) 870 (3.9) 1,455 (6.5) 870 (3.9) 1,460 (6.5) 990 (4.4) 1,730 (7.7) 990 (4.4) 1 1/4 (6.4) 1 (25.4) 750 (3.3) 900 (4.0) 775 (3.4) 900 (4.0) 800 (3.6) 1,360 (6.1) 950 (4.2) 1,440 (6.4) 1 -1/4 (31.8) 1,050 (4.7) 900 (4.0) 1,160 (5.2) 0 .0) , 1,270 (5.6) 1,360 (6.1) 1,515 (6.7) 1,440 (6.4) 1 -12 (38.1) 1,380 (6.1) • 1,200 (53) 1,600 (7.2) • 1,200 (5. ) 1,820 (8.1) 1,380 (6.1) 2,170 (9.7) 1,670 (7.4) 1-3/4 (44.5) 0,670 (7.4) 2,380 (10.6) 1,670 (7.4) 2,770 (123) 1,670 (7.4) Safe mrmNne leads tar single installation under static leading should nut exceed 73% Mite ultimate load [patty. 19 of 20 mRe(d !leaf Call- crind6ne mm tbele00971190mvhitimrwehs0efort tutost -- - --- - anent product aedtxMiml lemmata atmv%hv"udhead tvm • Ultimate Tension and Shear Values No 'I'D3/16°TascotrerparesS/32°hit 1/4 °Tapmnreyuhas3/16"blc Allowable Edge and Spacing Distances - -- NORMAL WEIGHT CONCRETE FULL CAPACITY REDUCED CAPACnY (Critical Distance (Minimal Distance Inches) Inches) (Seating Between Anchors -Shame Edge Distance - Tension 1-1/2 2 1-1/2 2 1 1 -1/4 1 -1/8 1-1/2 CONCRETE MASONRY UNrrS (cMU) LOAD REDUCTION FACTOR FULL CAPACITY (Critical Distance inches) REDUCED CAPACITY (Mimi Distance Inches) LOAD REDUCTION FACTOR 033 0.66 3 4 0.83 0.82 3 4 1-1/2 2 1-1/2 2 1.00 0.84 1.00 0.81 0.83 0.82 010 0.59 4 4 4 4 2 2 2 2 0.91 0.88 0.93 0.80 iT Inch @25A mm DESCRIPTION/SUGGESTED .SPECIFICATIONS Condrive 1000 installation Tool- SPECIFIED FOR ANCHORAGE INTO CONCRETE, BRICK OR BLOCK The key to Tapcon's fast and easy installation Is the multi - purpose Condrlve Installation Tool The drive sleeve, along with the hex head and phiilips sockets provide the installer with the flexibility necessary for the complete variety ofTapcon applications (tool does not )ndude drill bit). Condrive® 1000 - A multi- purpose tool designed for installation ofTapcon hex head and Philips flat head anchors up to 3-3/4° Tong. If driving hex head Tapcon, driver will automatically disengage.The Conddve 1000 has a reusable plastic case. Condrive Tools are designed to spedfically install Tapcon Anchors and to fit standard hammer drills. (E) (0) (B) Magnetic (A) Part No. 0000 (Dons not Ind ude drill bit) ADVANTAGES' ® Fast change from drilling to driving • Eliminates need to change out chucks and bits ® Eliminates need fortwo tools • Spedal nut driver is recessed for torque control to reduce head breakage invited Head° Call =Win nambeiauo 9n- moarrfsftoarwelilteforthemast ginentre*Ntiladvi Minnatwww.itwredhegatc 20 of 20 APPLICATIONS The picture shows the Conddve 1000 Installation Kit in action. The kit makes for fast and easy change over from drill bit to driver and controls the driving torque to prevent thread stripping and head snapping in hard base materials. Co drove 1000 Spare Parts • OFSCMhTION PART-N0 _5CR I41Islu j ins ituo .o ' n M ANCHOR Dp1 In. (non) -ANCHOR EMBEDMENT la. Wei) LIGHTWEIGHT BLDG( MEDIUM INFIGHTalma( TENSION Lbs.(kN) SHEAR Lbs.(kN) TENSION Ls. Nil) SHEAR Lbs.(kN) 3/16 (4l8) 1 (25.4) 220 (10) 400 (1.8) 340 (1.5) 730 (3.2) 1/4 (64) 1 (25.4) 250 (1.1) 620 (18) 500 (2.2) 1,000 (4.4) -- - to. wad. hulk fadnr fnstallanen nndarstahklndhttrshaurd nntehokeeri s%- ofthau1tImate lid tanach -- No 'I'D3/16°TascotrerparesS/32°hit 1/4 °Tapmnreyuhas3/16"blc Allowable Edge and Spacing Distances - -- NORMAL WEIGHT CONCRETE FULL CAPACITY REDUCED CAPACnY (Critical Distance (Minimal Distance Inches) Inches) (Seating Between Anchors -Shame Edge Distance - Tension 1-1/2 2 1-1/2 2 1 1 -1/4 1 -1/8 1-1/2 CONCRETE MASONRY UNrrS (cMU) LOAD REDUCTION FACTOR FULL CAPACITY (Critical Distance inches) REDUCED CAPACITY (Mimi Distance Inches) LOAD REDUCTION FACTOR 033 0.66 3 4 0.83 0.82 3 4 1-1/2 2 1-1/2 2 1.00 0.84 1.00 0.81 0.83 0.82 010 0.59 4 4 4 4 2 2 2 2 0.91 0.88 0.93 0.80 iT Inch @25A mm DESCRIPTION/SUGGESTED .SPECIFICATIONS Condrive 1000 installation Tool- SPECIFIED FOR ANCHORAGE INTO CONCRETE, BRICK OR BLOCK The key to Tapcon's fast and easy installation Is the multi - purpose Condrlve Installation Tool The drive sleeve, along with the hex head and phiilips sockets provide the installer with the flexibility necessary for the complete variety ofTapcon applications (tool does not )ndude drill bit). Condrive® 1000 - A multi- purpose tool designed for installation ofTapcon hex head and Philips flat head anchors up to 3-3/4° Tong. If driving hex head Tapcon, driver will automatically disengage.The Conddve 1000 has a reusable plastic case. Condrive Tools are designed to spedfically install Tapcon Anchors and to fit standard hammer drills. (E) (0) (B) Magnetic (A) Part No. 0000 (Dons not Ind ude drill bit) ADVANTAGES' ® Fast change from drilling to driving • Eliminates need to change out chucks and bits ® Eliminates need fortwo tools • Spedal nut driver is recessed for torque control to reduce head breakage invited Head° Call =Win nambeiauo 9n- moarrfsftoarwelilteforthemast ginentre*Ntiladvi Minnatwww.itwredhegatc 20 of 20 APPLICATIONS The picture shows the Conddve 1000 Installation Kit in action. The kit makes for fast and easy change over from drill bit to driver and controls the driving torque to prevent thread stripping and head snapping in hard base materials. Co drove 1000 Spare Parts • OFSCMhTION PART-N0 _5CR QTY/WT (0) 7901001 Drill Adapter 11.06 (8) 7901002 Sleeve 11.01 7901003 Black Band 1/.02 7901004 513? Ball Bearing 1/.02 (Q 7901006 3/16° Socket 1 /.04 (D) 7301007 1/4' Socket 11.05 7901008 42 Phillips bit for 3/16° anchor 1/.10 7901009 93 Phillips bit for 1 /4° anchor 1/.12 (E) 7901010 Phillips Socket 1/.44 7902006 Setscrew 1/.02 7902008 1/16" Ball Bearing 1/.02 7902010 1/s° Hex Key 1/.10 • SEE DETAIL ,4/SD-3 i' -4° 5' -4 4'(c.) 11 SEE DETAIL 04/SD 3 2 °x2 x1/16' STEEL BOTTOM RAIL (TYP) 5' EXISTING CONCRETE SLAB 4 SD -2/ STEEL COLUMNS 4'x4'x11B' 11-41 EXISTING CONCRETE UPTURN BEAM ALL FRAME GATE MEMBERS TO BE ALL AROUND FILLET WELD WITH Zia' WELD SIZE (TYP) 4'(X.) GATE ELEVATION SCALE: 1/2'=1'-0' 3'-l' ,,. .i' 31 -1' , 4'(j4X.) 31-1' 15' -4' EXISTING WALL 2'x2'xI /I6 ° STEEL TOP RAIL (TYP) 2'xlx3/32' STEEL RAIL (TYP), SEE 5/SD-3 2'xl'x3/32' STEEL INTERMEDIATE GATE RAIL (TYP), 1'x1'x1/16' STEEL PICKET (TYP) 'x4'x1i8' STEEL COLUMN (TYP) 'x2'xI/16'STEEL FRAME (TYP) 3'-"la .i' 31-1' 4°( 20 PICKETS 2'x1'x3/32' STEEL —STEEL HINGE \ — 2'x2'xI /I6' CONNECTED TO / RAILS WITH V8' FILLET WELD / MIN. 1i2' WELD LENGTH IN 2 FACES (TYP)/ RAIL (TYP) I I (FOR 300 *) STEEL (TYP) SD -2 I / \ FRAME GATE FLAN VIEUJ 1 1 SCALE: 1/2'=1'-10' (TYP) 1 Lam' TEEL HINGE (FOR 3009) (TYP) 2'xI'x3/32' STEEL RAIL (TYP), SEE DETAIL B /SD -3 3000 PSI CONCRETE FOOTING •12'x2' -I0' (TYP) 41)(4504 1' STEEL COLUMN (TYP) EXISTING WALL 2'x2'x1/16 ° STEEL BOTTOM RAIL BELOW rct 2'x2 °x1/16' STEEL TOP RAIL (TYP) 2'x1'X3/32 ° STEEL RAIL (TYP) 1'xI'x1 /I6' STEEL PICKET (TYP) 2'x2'x1 /I6' STEEL FRAME (BELOW) (TYP) 4 °x4'xiia' STEEL COLUMN (BELOW) (TYP) 2'x2 °x1/16' STEEL BOTTOM RAIL (TYP) SD a. Lvc W 1 g i it Din BARRY UNIVERSITY Gate and Fence rh 0 0 C/) w 0 1- w w a 295 NE 71 ST, MIAMI, FL 33138 BACHII I FR IRON WORKS ro GATE SECT I Oil ® OiZ SCALE: l' .1.-0. '•• * •�• 4: 4414:` 1 oi F.,r; • 10'x8'x' /4' STEEL PLATE STEEL COLUMN 41.'x4I.x1' ' (6) 1/4' FLAT HEAD TAPCONS WITH 1 34' MIN. EMBEDMENT INTO CONCRETE AND 3' MIN. EDGE DISTANCE (TYP) 1° SIDE VIEW NMI STEEL COLUMN 41..x450/8. TYP 4 SD -3 I'xI'x0.093' STEEL PICKET (TYP) RAIL CONNECTED TO EXISTING WITH WALL W/ BASE SHOE AND (2) "4' TAPCON5 (TYP) 2 °xl'x3/32' STEEL BOTTOM RAIL (TYP) STEEL COLUMNS 10'x8'x1/4' STEEL PLATE (6) 14' FLAT HEAD TAPCONS WITH 1 34' MIN. EMBEDMENT INTO CONCRETE AND 3' MIN. EDGE DISTANCE (TYP) CONNECTION DETAIL SCALE: 3'1=11-0' 4E--3 , CONNECTION DETAIL SCALE: 3' =1' -0' PLAN VIEW �� Q� ... s. .. s.yy,, Z::i 0 * gy�pp: �' „kr /� °: �� j V i *. 4L : �i • 4, acii.ge•sse 4A W is Lu I 1 a 1 it Z g a' BARRY UNIVERSITY Gate and Fence co w 295 NE 71 ST, MIAMI, F1.33138 BACHILLER IRON WORKS SD-3 GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2010. •rr IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 3. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER - GROUND FACILITIES PRIOR TO THE BEGINING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT 15 OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORD SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 1. ENGINEER'S VISITS TO THE SITE, AS PER GC OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER 10.T1-1E CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 11. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE J08 SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT TI-4E NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 13. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS 4 GARBAGE FROM THE SITE AFTER COMPLETION OF WORK- 15. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. 16.00 NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER • STEEL NOTES 1. STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE •BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE ON THE DRAWINGS: TYPE ALL STANDARD STEEL SHAPES STRUCTURAL TUBING ASTM A36 A500 GRADE 36 KS1 46 1(51 3. ALL WELDING SHALL BE IN ACCORDANCE WITH LATEST AWS CODE. ALL WELDS SHALL USE E'IOXX ELECTRODES. 4. PROVIDE ONE 51-10P COAT OF RUST INHIBITING PAINT MIN. 3 ML. DRY FILM THICKNESS). 5. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WHITH ALKALI - RESISTANCE COATINGS, SUCH AS HEAVY- BODIED BITUMINOUS PAINT OR WA/HER -WHITE MOTHACRYLATE LACQUER STEEL CONNECTION W /ALUMINUM SHALL BE PAINED WITH 850 -Y -01 FAST DRY ZINC PHOSPHATE. 6. STEEL SYSTEMS USED IN EXTERIOR APPLICATIONS AND /OR EXPOSED TO ADVERSE CONDITIONS MUST BE PROPERLY AND REGULARY MAINTAINED TO MINIMIZE CORROSION WHICH CAN RESULT IN EVENTUAL STRUCTURAL FAILURE. 1 ALL CONNECTIONS TO BE WELDED USE 3/16' MIN. WELD SIZE, TYPICAL U.N.O. 8. FLORIDA BUILDING CODE 2010 EDITION. LOADS: FENCE AND DOORS WIND LOAD AS PER ASCE 1-10 KD =085 WIND VELOCITY AS PER ASCE 1 -10 MIAMI -DADE CATEGORY I 165 mph CATEGORY 2 115 mph CATEGORY 344 186 mph BROWARD 156 mph 110 mph 180 mph 9. QUANTITIES AND DIMENSIONS 51-4OWN ON THE DRAWINGS ARE BASED ON THE ARCHITECTURAL DRAWINGS. 10. ALL DIMENSIONS TO BE SITE VERIFIED. II. THE EXISTING STRUCTURE MUST SUPPORT THE LOADS IMPOSED BY TI-4E SYSTEM OR SISTEMS. ENGINEER OF RECORD OF THE BUILDING 514ALL VERIFY THE STRUCTURE FOR SUCH LOADINGS. 12. NOTE: -ANY CORRECTIONS,INK MARKS,WHITE OUT OR STICK -ONS WILL VOID a 1 a BARRY UNIVERSITY Gate and Fence FbF GENERAL NOTES 295 NE 71 ST, MIAMI, FL 33138 BACHILLER IRON WORKS /18/2012 SD -1