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FW-15-1652 ,yNRr Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204xa �`OR1D� 2AExpiration: 01/06/2016 Project Address Parcel Number Applicant 841 NE 95 Street 1132060142940 ARTURO CADILLA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ARTURO CADILLA 841 NE 95 Street MIAMI SHORES FL 33318- 841 NE 95 Street MIAMI SHORES FL 33318- Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 UNITED IRON WORK INC Total Sq Feet: 22 Approved: Available Inspections: Comments: Inspection Type: Date Approved: : Final Date Denied: Foundation Type of Construction:Other Additional Info:ALUMINUM FENCE&PEDESTRIAN Review Building Classification:Residential Scanning:3 Review Planning Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# FW-7-15-56195 DBPR Fee $2.00 07/02/2015 Check#:001244 $50.00 $149.40 DCA Fee $2.00 Education Surcharge $0.80 07/10/2015 Credit Card $ 149.40 $0.00 Permit Fee-Wire&Wood $100.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $199.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit assume respo all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTR AL,PLUMBING, ECHANICAL, OWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS IDA certi that all g infor tion is accurate and that all work will be done in compliance with all applicable laws regulating constru on an ng. Futhe a ori a-named contractor to do the work stated. July 10, 2015 Authorize Signature:Owner / Applicant / ontractor / Agent Date Building Dep opy July 10, 2015 1 Miami Shores Village Jul 2 MIS } Mg 6 f. Building Department __- 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 201`f � BUILDING Permit No.fW (S 1652, PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS:-OK 1 ale a6 Stet City: Miami Shores ' / County: Miami Dade Zip: 3� `�f Folio/Parcel#: 11- (o -0 - 21 qC-) Is the Building Historically Designated: Yes NO i Flood Zone: OWNER:Name(Fee Simple Titleholder): gr-'tz�,l0 cF-GI, //C� Phone#: Address: 014/ &/e C46 City: MtGt M I State: zip: 3 313 8 Tenant/Lessee Name: Phone#: Email- CONTRACTOR:Company Name: (tel r i�-ea '1 4J&j k-S T;�C. Phone#:34)55—6,53 :OPO l Address: c3 0-7 q City: l0 F-1/ State: Zip: 331 ,112- Qualifier 31 ,12Qualifier Name: hGH n alp i O/nGI Phone#: 305Co State Certification or Registration#: DoOO1 Certificate of Competency#: Contact Phone#: 305- (0 3 3 Z S'O 1 Email Address: Un 1)Le-GQ G�(,t h7 � G d I. CC>M DESIGNER:Architect/Engineer: Phone#: 305. J 2 e• 7J-7(o Value of Work for this Permit:$ L4000 Square/Linear Footage of Work: 22 Type of Work: ❑Addition ^❑Alteration IkNew ❑Repair/Replace -/ ❑Demolition Description of Work: gLuY)►fl tri iri4;g J it AwleCzi'I a/1 67 Color thru tile: Submittal Fee$—a[) .(5) Permit Fee$ [ Qo . CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) 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 he 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 approved and a reinspection fee will be charged. Si nature 11 Signature S g Owner or Agent C actor The foregoing instrument was acknowledged before me this d:�Q The foregoing instrument as acknowledged before me this-90 day of 120115,by OWJc rt'�t day of 20 by 0r1GrL't JDL- who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTA Y PUBLIC: Sign: Sign: Ci Print: Print: h V-v M Commission Expires: �°t'*, Notary Public State of Florida M Commission Ex s•.aar°� My p tt' �f+ Y P Notary public State of Florida Maria E Novo Maria E Nova o My Commission EE 831966 wr �oF ry Expires 09/03/2016 9. eqb' My Commission EE 831966 aF rs Expires 09/03/2016 APPROVED BY 7 t Plans Examiner 7 17 11-f Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3115109) I Constr'P1017rades(guami.nq Bo's---c BJSIMES6 CERTIFICATE O1 ^O?v3PETENG t '200019160 ,a UNITED IRON WORKS INC D.B.A.. C NEA FERNANDO Is cestrfied under the provisions of Chapter 10 of Miami-t?ade County AUD FOR.CONTRACTING 0NTlL# 3if t3j6` Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida -THIS 15 NOT A BILL-Da NOT PAY CC NO: 00001,3160 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ROS 4NRK NEW BUSINESSSEPTEMBER 30 327 NVV 38 s, 7453248 , 2015 MIIIAMI,FL 33142 M ust be displayed at glace of business Pursuant to County Code Chapter EIA-Art.9&10 OWNER TYPE OF BUSINESS PAYMENT RECEIVED FERNANDO CO CIU'A SPECIALTY BUILDING CONTRACTOR- BY TAX COLLECTOR 2010.00 08/13/2014 C1;ECK21-14-049099 MQzk rrfatti For mare information,visit wwwmiamidade.oev/taxcolleetar BusinessLocal Receipt Miami—Dade County, State Of Florida -THIS IS NOT A BILL-DO NOT PAY 2841865 B T:1� BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES UNITED IRON WORK RENEWAL SEPTEMBER 30, 2015 3270 NW 38 ST 2974294 Mus:be displayed at place of,business MIAMI, FL 33142 Pursuant to County Caste Chapter SA-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED FERNANDO COLOMA 196 SPECIALTY BUILDING BY TAX COLLECTOR CONTRACTOR 75.00 07121/2014 Worker(s) 4 000019160 CREDITCARD-14-028984 This Local Business Tax Receipt only confirms payment of the Local Business Tax,The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business.Molder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.above must be displayed on all commercial vehicles-Mi ami-Dade Code Sec 8a-276. r'tln Mbt5ZE�- For more information,visit wrvw.miamidade.gavRa>Kcoliector Jul 02 1509:23a United Iron Works 305-633-2120 p.1 AC7PR& CERTIFICATE OF LIABILITY INSURANCE oaTE{MmrDDrYYYY) 07/02/2015 TRIS THIS CERTIFICATE LS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT :BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the poticy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME (Pablo N1 Conde A&A U nderwriters, Inc. LA Na EXte 3OrJ- 47 FAX 3{�J-22O-4$21 8778 SW 8 St E-MAIL tL_ 22O-7NOI: Miami, FI 33174 ADDRESS prrlC�aaundenlVriters.Com _ INSURER($)AFFORDING COVERAGE NAIC# INSURES) - -- ----—.... INSURER A:Arch S PeCialty lasurance COnr(37ny _ O12J23 INSURER 13:Bridgefield Employers Insurance Cornpay 012158 United Iron Work Inc 3 C's Development Group INSURER C 3274 NW 38 St Miami FL 33142 INSURER E, COVERAGES INSURER F: CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT O WICH THIS CERTIFICATE MAY BE JSSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALTL THEHTERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR. L,R TYPE OF jADOL MI ID POLICY NUMBER POLICY�FF POLICY EXP -- -- X COMMERCIAL GENERAL LIARLITY MMIDDn mPNDDNYV LIMITS CLAIMS-MADE OCCUR IIM" I EACH OCCURRENCE $ 1,000,000 A �lAAG Oiihi D _ _ I AGLOO19121-00 11/03/14 11/33/15 I—PR-E-M--`ISE6IFaoaurren ) S 100,000 -d ._MED- ECP(Any one person) S 10,000 GEN'L AGGR2GATE LIMIT APPLIES PER_ PERSONAL&ADV INJURY���-S--- 11000,000 PRO- I'—+ GENERAL AGGREGATE S 2,000,000 X LICY j POJECT I LOC - OTHER: IPRODUCTS•COrdP/OPAGG s 1;000,000 AUTOMDBILE LIABILITY ,$ ^OMBINEv SINGE U:1AI I ANY AU-O Eaeccdent S AUTOS mED AUTOSJLEQ BODILY I<\,;URY(1erperson) S AUTOS HIRED AUTOS NON-01'VNED I BODILY INJURY(PeracoidenJ S — ,. AUTOS I PROPERTY DAMAGE - S -- i Per aoeideno` UMBRELLA LIAR 1 I $ OCCUR EXCESS LFAS I i EACH OCCURRENCE S - -- _—I CLAIMS-MADE DED RETENIT"S AGGREGATE g —. ------- WOR . — B KERS COMPENSATION $30-54223 j S AND EMPLOYERS'LiAHILITY 01/06/15 0110 116 X PER OTH- A.'JY PROP EMS RIPARTNERADIECU.IVE Y/N r I S.ATUTE I ER -yI-- (Mandatory EXCLUbED? �1N/A' I I - 1,000,000 i (yes,cess in NH) E.L.EACH AC6DENT It yes,cescrice under I E.L.DISEASE-HA EIMPLOi'EES 1,000,000 DESCRIPTION OF OPERATIONS below _._ _. _..-.- E_L.OISJ SE-POLICY LI.W7 S 1,000,000 i DESCRIPTION OFOPERATIONS 0019'i 60 LOCATIONS I VEHIC Coria-actor#000 19 (ACORD 101,Additional Remarks Schedule,may be attached it more space Is required) CERTIFICATE HOLDER Miami Shores Village CANCELLATION 10050 NE 2nd Avenue SHOULD ANYOFTHEABOVEDESCRrBEDPOLICIESB✓=CANCELLEDBEFORE Miami Shores FL, 33438 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REARESE'NTq•17YE I iCORD2s(2013!04) The ACORD narne and logo 0188'2013 ACORD CORAORATION. are registered marks of ACORp An rights reserves_ I ONES ■!�'■■(/■■■Alii/!!■■■■!/i!!■■■■■■�.1■ :1 ' it ' A*edo Arm Jr am AssocWes £ 3 i ' € t -- CG r t 0.12 i •• •.• n • in • .... .... .. .. .. .. . .. .. ...... 2 X 2 X 1 /8 REINFORCED 1 314 X 1 314 X 118 •• .•• tt pfAgr•fal 21n O.gi $ 4,g4 iM4 aY -4 02G�00T lM+d # 0.D4_WOd p ry min x 0.12 in A ,.16 W'2 $Y Ago irP3 . `Af lMt 4:gf 1p"a_ 9c 6allonn p.S1 my L�cTap vet W3 CM#oid Y 4.48 in fienlrgd X Aftin piwft�ropwq�s ZY... 4.,4 W3. . f` P-Y 4a4 Yt -s.2ein.. 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(1=YES,"O) O: no P LATERAL FORCE Q TOP OF POLE P= VLOP k HEIGHT OF POLE ABOVE GRADE h= 6`-`-` ft DIAMETER OF POLE FOOTING b= `1 ft h LATERAL SOIL BEARING CAPACITY S= 112' kaf/ft ISOLATED POLE FACTOR(201218C 1905.3.4) F= 2 FIRST TRIAL DEPTH d= 2 ft Use 1 ft dia x 3.33 ft deep toobag unreatraAned Q ground level d ANALYSIS LATERAL BEARING BOTTOM: s,_PS Mtn(d 12') LATERAL BEARING d13: S,=FS Mir(9 I T A^2.34P / bS, +4'A ,FOR NONCONSTRAINED ••• REQUIRO DEPTH: d= • • • •••• •••••• 4.2sPh ,FOR CONSTRAINEDb . •••• i • •• •• NONCONSTRAINED CONSTRAINED •••i•• • • • LATERAL FORCE Q TOP OF POLE P => 0.05 k Q09 k •••••• HEIGHT OF POLE ABOVE GRADE h => 6.0 ft 6.0 It •••• ••• • • DIAMETER OF POLE FOOTING b => 1.00 It 1.00 ft •*see• • 00*8• • LATERAL SOIL BEARING CAPACITY FS => 0.40 kaf/ft 0.40 kof I ft•••••• • 0 • *4000 1ST TRIAL TRY di 2.00 It 200 ft •••••• i •••• ••••:• LAT SOIL BEARING Q 113 d St => 0.27 kat 0.27 kaf •••••• • • LAT SOIL BEARING Q 1.0 d S., => 0.90 kat 0.80 laf • • • • •••••• CONSTANT 2.34P1(bS,) A => 0.71 • • • • • REQO FOOTING DEPTH RORD d=> 2.54 It 1.61 it •••• : ••• • • 2ND TRIAL: TRY d202- 227 It 1.80 ft • • LAT SOIL BEARING 113 d S, => 0.30 kof 0.24 kof LAT SOIL BEARING Q 1.0 d S3 => 0.91 Iasi 0.72 kN CONSTANT 234PAbS,) A => 0.63 - REQD FOOTING DEPTH RQRD d=> 239 It 1.89 ft 3RD TRIAL: TRY d5=> 2.32 It 1.75 ft LAT SOIL BEARING @ 113 d S, => 0.31 kst 0.23 kat LAT SOIL BEARING Q 1.0 d S3 => 0.93 k8f (170 kaf CONSTANT234P/(bS,) A a 0.61 - - REQD FOOTING DEPTH RQRD d=> 2.33 ft 1.72 1t 4TH TRIAL: TRY da- 232 It 1.73 R ! LAT SOIL BEARING Q 119 d S, _' 0.31 kat 0.23 ksf LAT SOIL BEARING Q 1.0 d S5 => 0.93 kof 0.69 ksf CONSTANT 2.34P*S,) A => 0.81 - REQD FOOTING DEPTH RQRD d=> 2.33 ft 113 It 5TH TRIAL: TRY 05=> 2.33 It 1.73 ft s LAT SOIL BEARING Q tri d S, => 0.31 kst 0.23 kof LAT SOIL BEARING Q 1.0 d S3 => 0.93 kaf 0.69 kat CONSTANT234P1(bS,) A => 0.61 REQD FOOTING DEPTH RQRD d=> 2.33 ft 1.73 ftr„ • f Type of stress Type of Member or Element �• ANowaaw strafe Table 2-22 M. ALLOWABLE STRESSES FOR TENSION,ax"kd Any tension member 9�aacwn 1 21 12.8 13UILDING TYPE STRUCTURES net section 19 Fiat elements In uniform Immlan 2 19 9 6061 T6 ,-T6510,-T6511 Extrusions TENSION IN BEAMS, Round or oval K69s •0{0(C�o- 3 24 10.5 6061-TB Standard Structural Shapes, Pipp extreme fear, 6351-T5 Extrusions ` not section Fiat elements in bendkV in their own plane, 4 28 12 White bare apply to urw+elded metal symmetric shapes On dvets and bolts 6 39 26 Shaded tsars appy to all#ddvreeses with fitters 5183,5356.or BEARING 55M and thlolmessss s 0.375 In.with fib554 fibers 4043,5 ,or 5654 On flat surfaces and pine and on bolts In slotted toles 8 26 16 For tubes with circurrkranlial welds,Sections 3.4.10,3.4.12,and 3.4.16.1 apply for R1,it<20 Type of Stress Type of Member or Element 3,.4. AJ ANowsbls Stress, 32A►towsbte Sbess, 3.4. 8 81 81<S<Ss S z S! COMPRESSION - 0 20.2-0.128 Wr 66 SHOO 1(kL#)t IN COLUMNS, AN columns 7 axial - 0 8.6-0,043 ktJr 133 51100 *Ur)! Flat elements supported on one edge- r 21 2.4 23.1-0.787 b/t 10 164 /(bit) columna budding about a symmetry axis L. 8 9 3.9 10.2-0.282 bit 18 92 I(bM Flat elements supported on one edge 21 2.4 23.1-0.787 bit 12 1970 !(W columns riot budding about a symmetry axle - r 8.1 •9 3.9 10.2-0.282 bit 24 1970 100 21 7.6 23,1-0.247 bit 33 491 /(b(t) Flat alemsrds supported on both edges H ` 9COMPRESSION 4;1- 9 12 10,2-0.089 b/f 58 293 /(bit) IN COLUMN ELEMENTS, Flat elements supported Woes section on one edge and with 9.1 see Fart IA Section 3.4.9.1 stiffener on other edge , �00 • • • •• i i ••• acrd • • 8,� :•: •. sea Part IA Section 3.4.9.2 a too Q Curved elamerMe an both s • R.••& % 0 2f 1.4 22.1-0.799 1 141 3190 !� 1+ c i •• ; ; 9: : :8.9 110.0-1m 40 390 1 '� � ••• • •its i ••• • • • •• •• • • • •• •• ••• • • • ••• • • f l c Single web shapes -ITE 21 21 23.9-0.124 Wrr, 79 87000 1(4ry)' a 20 10.2-0.043 Wry 180 87000 10'1rrYPound . ^ e° a' 25 29 39.3-2.70 , 81 Berne as of oval tubae } - 12 COMPRESSION �✓ _7' 10.5 57 17.7.-0.932 eft 167 Sedan 3.4,10 IN BEAMS, t-•I+— 28 14 40.5-o.927 Tdfi 29 11400 0Ir wdmm fir, Solid rectangular and round sections 13 gross section - �d 12 18 184-0 290 48 11400 It •d a21 123 23.0-0.238 u S' 1580 23800AAATaborer shapes - gto LLL!!! 9 1$8 10 2»0.1182 RIX, pi's 6040 23600 •-r r-I ro 2t 8.5 273-0.930 b!t 10 182 Flat efements supported on one edge I iS 9 9 12.0-0.984..6/t 16 109 1(bA) Flat eterrents supported on both edges �io�1./r 16 21 21 273-0292 b/t 33 580 /(bit} ' COMPRESSION 0 28' 12,0-4.105 b/t $B 348 /(W) IN BEAM ELEMENTS, 25 2.1 28.2-0.944 141 3780 1+ (element in Curved elements supported on both edges 16.1 4 t x m 10.5 R:4 11.8 4396 JCk 890 3780 0Xi+ pression), 36 1 gross section Flat elements supported on E one edge and with stiffener 16.2 ase Part IA Section 3.4.18.2 on oter edge Fiat etenients supported on both b. N-b edges and with am=-� 16.3 ase Part lA Sedan 3.4-16,3 inMrmedlaie entianar COMPRESSION �edge fia�on tension edge. , �� 17 26 9.1 40.5-1.41 W 19 4930 /fb/t)' 12 12 18.0-0.350- bdt 30 4990 1(tiltjr IN SEAMELEMENM oftmerit in Flat elwnenle supported on bcth sdpes 4 • •1 a8• •48 40 t3-0274 hJt 75 1520 /(h/8 banding in,pyo i'1 • A412,66� 2 18.0-0.087 h/t 119 982 4 tit)9r 0 40.5-0.117 h/t 173 3500s� Fla{eterrienfs supported on boMt edges • M�and wiir a Monp dinal eg6anar 4 18.0-0.029`t* 280 2200S IN Uref eened Nmt elements supported • • •; i • • 15:8-Qi01 hN 84 38700ELEMENTS. • i •' 7A-0.090•fill 129 88700 suPP d F- • • t2 88 532001- 8 g 8 Q.4610 e,Af 129 63200 !{ 1 SOME EMEMO EmEEEEEEEEEEENEON EiEa■ SEEN ozimoEEEEEEEEEEEEEEEEEEE■ mom����r���� . , sin■ ■���������EEErEEEE����r�EEEErE!�E■ ©ra D,w E ! iE ®E0A No muffiffimamommomm mom ONE mom NEW A MaER mom no ■omw©ENEM I�EEE�lEEeE!lEEEEEEEE ■EEEmEEEEEErERNEEEEEEEEEEommom ■EEEEEEEEEmom MEMNON mmo mEEE■ ■ EGE: : EEE�EEEaEEEEEEEEEEEE■ ■ ammmom®EoEEEmmEEEommmmmmom ammmum EEEEEC"MM MME'RMECEUMMEO EEMEMMOINI ■EmEEEEEE!lmm .EEEEEEmEEEEoEEEE■ EEEEEEEEEEEONE EOMEN EEommErmEE■ ■EEMEEmEEEEEEEmmmmmmmEEEErdMM ■MEEEEEEEEEEEEEEmEEEEEEEmEEEE■ ■EmEEEEEErEEEmEEEEEEEEE� ��r�E■ Jr Amo Arfeap Jt 3 0.13 in i fl CG € 1 3 .. • •••• •• ..• _m__.z ._ _........ •....• .• 004 ..• • 00 00 i 0.12m � . •....• •• •• •• . • • • • ...... . . . .. •.• • .. . • ... .. • 2 X 2 X 1 /8 REINFORCED 13/4 X 1314 X 1/8 wtna+ 2 kf 2*!! 0.8i lik Pr01111nw isin- it B-" 6ble hopreltes b4' -8020690-007 in"4 y 0:81 iM4 7th ada0 tx 09i kft ry 0.72 In nc 0.72 in ZkA(K 4 Y1 trr"3 . 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"MOM" -'"!!�?��c�!�,�%��rrr■ /' , i .pEDr�.En D Q A cwt A 49,0t: 4 �� A Alfredo Arteaga Jr.P.E. unsaved a 3 in lin perimeter sin Geometric Area 0.48%in2 IX 04*4 jp4 Iy 0.0889 in4 IXY O ia4 rX 1.034 in Z ry 0.4301 in SX4- 0.34x3 W SK- 0,3423 w SY+ 01778 inx � %- O.1778 W Xe -Lo56 in Yc -2.588 in 12 0.0889j044 •••� i ••• • •• a o degrl 1.034 iR 12 R!i o a•i• • • • •••••• •• •••••• 048O1iII $ZIZ. •••••• • • • •••••• + 0.342310 •••••• •••••� • • S2+ 0`1M1m IIs unM •••• •••• ••�••� 32- 0.1718 ins •••••• •• • ••••• • Paler • • • • • •••••• Ip" 0.6023 ins 0 •••••• rp lug m PPlasticd� • ••••••• ZX o.4386 ins System Shear Center Nockr • • •••432. • • Zy 0.1983 ins p OK memeats •••• :324 Tacdon PY- L056 in Va ox Largest 0.0192 W ro tug in -24M in Vb o K Ehment F1 1 1rEa 05 Xae - os6 ht mb 0 Yoe -2.588 in mi11j1111 zu]RP.�ig T 0,K-ft Cw 0.022j86 Warping -0.4046 inx J 0,2483 in4 pmt waning 0.4046 inx Bl o in ltec>angoiar . 6061-TfrE-AIl 11d�e 1 Lv S � ls► 7P 1 � ShapeBuiiidec,.00.�16 ��r�i www.ieswebwm - � 1 s � j � _¢ Wnwm Table 2-22 TVIe Of Stress Type of Member or E �. AInet section 19 S ' ALLOWABLE STRESSES FOR TENSION,axis Any isnow memberT- got section 1 2t `12:5 BUILDING TYPE STRUCTURES Etat element in uraform cansi0n 2 19 6061-T6,-T6510,-T6511 Extrusions TENS"BREAS, Round or oval tubes -040- 3 24 1Q;G> 6t�61-T6 Standard Structural Shapes, Pipe Mme tier. 6351-T5 Extrusions net secdan Flat elements in ber ding In their ow plam. symrmtic empas 4 28 12' . White bans apply to unwekled metal On rivets and bolts 6 39 25 Shaded teas apply to al loolowesse Mdth fliers 1516;1;6356,or BEARING 6658 and ttUda s 0:075 In.with fllera 4043,5554,or 5654 On IN surfaces end pins and on bolts M slofted gales 6 26 16 For tubas MAIN c4rcur*mn6ai welds,Sections 3.4.10,3.4.12,and 3.4.16.1 qpply for Rd1 t<20 Allowable Type of Stress Type of Member or EMrrterrt See. S, Allowable Stress, S Allowable Stew, ° 32!S4 COMPRESSION — 0 20.2-0.126 kUr 66 51100 1(kUrr IN COLUMNS, Al ook mns 7 avdal Wr 133 . 51100..*L16P Flat elements supported on one edge— 21 2.4 23.1-0.787 b!t 10 164 l(b#) columns buddkV about a symmetry axis �� 8 9 3:9, 14).2-02A ;wt IS 92 1(bJt} Fiat slernents supported on one edge— +� 6.1 21 2A 23.1-0.787 _. bit 12 1870 !(blt)t Columns not bud"about a syrm aatry axis g ,9`3 10.2-0 202 6h24 1870 /(D/t)r 21 7.6 23.1-0.247 bit 33 491 1(b/t) Flat elements supported on both edges H /"��/" 9 COMPRESSION t t d�i 9 f2 2,0.069 tilt 58 293 /(blt� IN COLUMN ELEMENTS, Fiat N®ments supported gross section on one edge and wwith •. 9.1 • s . •• see Part IA Section 3.4.9.1 etUlener on ether edge • • • • • • • • • a . . . . . . • Flat 9ietnerwffi supported on both edges + 9.2•• • • • •. sae Part IA Section 3.4.9.2 arid wO an irNemmilete stt/srrer R • :2t iii : bA-0.799 IR-.-4141 3190 } 1 +-- -s Curved slerrreres supported on beth edges 1 "�• 14 • • . . , • .• •v'9. f0.o-6.a36J�dt 390 ciao >( .1+jy 21 21 23,9-0.124 Laky 79 87000 /(L•/rr� sins w ITE"� E_ " ,�g .id 4 O:d43't•Ar R• H• 25 29 39.3-2.70 JR—.✓I 81 Sanwa as Round or ci W tubae 12 T '10� �7> 1'f.��d�2, v� 167 StiCixoN+9.4:it1 COMPRESSION IN BEAMS, 28 14 40.5-0.927 r ' 29 11400 SAM"peri Solid rectangular and round sectlorts (d ..... 1$ 0' gross section " 111 } 21 129 23.9-0.238 • 0 1880 23800 12 TUWW shapes 14 1 I o i t^1 r• 21 6.5 273-0,930 bJt 10 182 1(m) Flat elements supported on one edge 1d 'tt3 td9 / , 21 21 273-0.292 bit 33 580 J(b4) Flat slenneft supported on both edges 16 COMPRESSION LA A IN BEAM 25 2.1 28,2-0,944 t!9 141 3780 1 + 5 (eterME in , Curved elements supported an both edges r'C`� 18.1 compression). gross section Fiat sl awft supported on one edge and with siiftener 18.2 sea Part tA Section 3.4.18.2 on other edge Flat o*nw is supported on both edges and wkh an 18.8 see Part JA Section 3.4.16.3 lnt mvk led&sdffsner f I Flat eleetertts supported on tension edge, 17 91 40.8 i di b/t 19 X30 /(b/t)" b COMPRESSION compression edge Erse N 'T 17 IN BEAM ELEMENTS. Flat •L � �Y :2§ : ; 'i8 40.8_0,270 h1t 78 1620 1(ho)Flat eknenb nsupported on boat edges / �j' (slawnertin .•1 •. •. ' +'i , '� 14 '1k:467 _ 119 / bending in own Ilk pecten 1ti 8 0.117 h/t 173 3500 /(h/t) sects),ids 28 110 40, Fist elernsnte supported on both edges ars!with a longitudinal etilfener ••• •r • • � '�;v ,1 �-Q OR9 hJt .,,..280 . t(+tJh UnoWbmd tt elernertts • 1 • •38 • 01154-0.1101 h/t 64 38700 1w0x G ELEMENTS.S on both edges •Y• • �d w <. 71��»0 088 i'h�t 12BU ,'98700 Won sectionSofts ed W elarnsMs supported T j T� 21 12 - 12 W' 53200 AsM on bath edges • • • • • • • • • •