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FW-18-2625 46-2625 Miami Shores Village f£ tt 7Wfen e; 8)l. 10050 N.E.2nd Avenue NE n I t7*Cj&ssffic Itfon.Nron/ornanl@nta) - Miami Shores,FL 33138-0000 P, Status. APPROVED- `y Phone: (305)795-2204 r ,EtaI16 Expiration: 06/05/2017 Project Address Parcel Number Applicant 9730 NE 5 Avenue Road 1132060171470 Miami Shores, FL Block: Lot: JOHN&MARIE PERIKLES Owner Information Address Phone Cell JOHN&MARIE PERIKLES 9730 NE 5 Avenue Road (786)236-0254 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 8,000.00 UNITED IRON WORK INC __.. _....... _...,.,. Total Sq Feet: 275 Approved: Available Inspections: Comments: Inspection Type: Date Approved:: Final Date Denied: Foundation Type of Construction:Other Additional Info:NEW ALUMINUM FENCE+GATE Review Building Classification:Residential Scanning:3 Review Building Review Planning Review Planning Review Structural Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.80 Invoice# FW-9-16-61443 DBPR Fee $4'13 09/22/2016 Check#:002828 $50.00 $415.06 DCA Fee $4.13 Education Surcharge $1.60 12/07/2016 Check#:003105 $415.06 $0.00 Permit Fee-Wire&Wood $275.00 Plan Review Fee(Engineer) $80.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $465.06 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 din strict confo with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this p rmi I assume res nsi ility f all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for EL CTRI AL,PLUMB C ICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF IDA T: I certify at h regoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio i Futhe or orize the above-named contractor to do the work stated. ��li') December 07, 2016 Auth 'zed Sign r / Applicant / Contractor / Agent ate Buildin Department Copy December 07,2016 1 Miami Shores Village �.� �r'`� '�� Building Department �P � zoos \ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By. \ Tel:(305)795-2204 Fax:(305)756-8972 ,�,L INSPECTION LINE PHONE NUMBER:(305)762-4949 �` FBC 201 BUILDING Master Permit No. 2G Z15 PERMIT APPLICATION Sub Permit No. (BUILDING ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [--IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF [ CANCELLATION [ SHOP �l Ale / CONTRACTOR DRAWINGS �ry JOB ADDRESS: � /-V /lJ e j Ave. Rar City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3200-01 7—I y7y Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: �1 FFE: OWNER:Name(Fee Simple Titleholder):Mhn MU/IPi �e// Phone#: '1 F3L 2%- ®2g'--,) Address: / 31) ����� , oye_' City:_4i o -4o State: Zip: 33138) Tenant/Lessee Name: Phone#: Email: / 1 CONTRACTOR:Company Name: /1/)' � !]� W C4 An5 ZTbC• Phone#: 1301-5- (0130 20 j Address: c32-74/ City: t-:Yec?�-y State: Zip: 33/72 Qualifier Name: F, ✓JG` J6 /4r-,)G Phone#: '�11 State Certification or Registration M Certificate o//f��Competency#: Cl Ce U DESIGNER:Architect/Engineer: B� ��� � �CC�gG dip /�:� Phone#: L 4-2 k-7F-Ar Address• L66-V U&S-1 Lyd' ''City: •tea State: Zip: cs3d� Value of Work for this Permit:$ &WO•y!) - Square/Linear Footage of Work: 2-75 LF Type of Work: F-1Addition [I Alteration U New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ G, CO/CC$ Scanning Fee$ 1� Radon Fee$ "! DBBPIR$ C4 • i� Notary$ Technology Fee$ 1` Training/Education Fee$ l!2 •Q0 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ' �• (Revised02/24/2014) '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 be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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. Signature Signatur �-- OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing in u ent was acknowledged before me this 22 day of 20 )(o ,by 2Z day/ 20 /(, by it h el Yoe/I /-l-e S ,who is personally known to �►'h i'�1�►iG who is personally known to me or who has produced Pt, 46 L- as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign CG� Sign: Gu-Q Print: Print: "OilPYa Notary Public State of Florida Seal: `:b Maria E Novo Seal: -0*1%, Notary Public State of Florida o� < My Commission EE 831966 ;� `�' Maria E Novo ®Ff,o� Expires 0910312016 U )< My Commission EE 831966 p'�aFr,o� Expires 09/03/2016 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RF THE PRRPERTY APPRAI ER OFFICE Summary Report Generated On:9/22/2016 Property Information Folio: 11-3206-017-1470 Property Address: 9730 NE 5 RD Miami Shores,FL 33138-2445 r -------- -- Owner JOHN N PERIKLES MARIE F PERIKLES Mailing Address 9730 NE 5 RD MIAMI SHORES,FL 33138-2445 USA . Primary Zone 1300 SGL FAMILY-2801-3000 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/2/2 Floors 1 _. Living Units 1 � Actual Area Sq.Ft MAL Living Area Sq.Ft Adjusted Area 3,631 Sq.Ft Taxable Value Information Lot Size 13,535.6 Sq.Ft 2016 2015 2014 Year Built 1940 County Assessment Information Exemption Value $0 $0 $50,000 Year 2016 2015 2014Taxable Value 1 $597,999 $565,250 $181,002 School Board Land Value $338,236 $304,817 $284,497 Exemption Value $0 $0 $25,000 Building Value $259,288 $259,958 $253,889 Taxable Value 1 $597,999 $565,250 $206,002 XF Value $475 $475 $475 City Market Value $597,999 $565,250 $538,861 Exemption Value $0 $0 $50,000 Assessed Value $597,9991 $565,250 $231,002 Taxable Value 1 $597,999 $565,250 $181,002 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $0 $0 $50,000 Save Our Homes Cap Assessment Reduction $307,859 Taxable Value 1 $597,999 $565,250 $181,002 Homestead Exemption $25,000 Sales Information Second Homestead Exemption $25,000 Previous OR Book- Note:Not all benefits area applicable to all Taxable Values i.e.County,School Price Qualification Description PP � tY Sale Page Board,City,Regional). -- 01/21/2015 $665,000 29514-0785 Qual by exam of deed Short Legal Description 01/20/2015 $0 29514-0770 Corrective,tax or QCD;min consideration MIAMI SHORES SEC 4 AMD PB 15-14 LOT 17&18 BLK 97 01/06/2015 $0 29453-2633 Corrective,tax or QCD;min consideration LOT SIZE 104.120 X 130 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disciaimer.asp Version: CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY , ► 000019160 UNITED IRON WORKS INC A all,ADRk: C UVAFERNANDO is certified under the provisions of Chapter 10 of Miami-Dade County __. �' 001217 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY LBT 2841865 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES UNITED IRON WORKS INC RENEWAL SEPTEMBER 30, 2017 3270 NW 38 ST 2974294 Must be displayed at place of business MIAMI FL 33142 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED UNITED IRON WORKS INC 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR C/O FERNANDO COLOMA 000019160 $75.00 08/08/2016 Worker(s) 4 CREDITCARD-16-046228 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 holders qualifications,to do business. Holder 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-Miami-Dade Code Sec 8a-276. For more information,visit www.miamidade.govltaxcollector 002656 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NOT ABILL-DO NOT PAY L=BT 4833563 ��// �+ BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES UNITED IRON WORKS INC RENEWAL SEPTEMBER 30, 2017 3270 NW 38 ST 5044904 Must be displayed at place of business Pursuant to County Code MIAMI FL 33142 Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED UNITED IRON WORKS INC 206 MFG/RECYCLING/PROCESSING BY TAX COLLECTOR $75.00 08/08/2016 Employee(s) 4 CREDITCARD-16-046228 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 holders qualifications,to do business. Holder the bus mu comply with any governmental or nongovernmental regulatory laws and requirements which apply The RECEIPT NO.above must be displayed on all commercial vehicles-Miami-Dade Code Sec 8a-276. For more information,visit www.miamidade. ov taxC011Cct.r 005636 Municipal Contractor's Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY 2841865 M C BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES UNITED IRON WORKS INC NEW SEPTEMBER 30, 2017 3270 NW 38 ST 7488745 Must be displayed at place of business MIAMI FL 33142 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS RECEIVED UNITED IRON WORKS INC MMC SPECIALTY BUILDING CONTRACTOItAYMENT/TAX COLLECTOR C/O FERNANDO COLOMA 000019160 Category(s) 2 $200.00 08/16/2016 FPPU06-16-022107 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 holders qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec 83-276. For more information,visit www.miamidade.gov/taxeollector ACORv® CERTIFICATE OF LIABILITY INSURANCE °�'�'M�`°D"'"'r' 11/15/2016 THIS CERTIFICATE IS 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 policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy,certain policy may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endomemen s). PRODUCER cNAMErAcT Pablo M Conde A&A Underwriters Inc. AjoNN . (305)220-7447 A No): 305-220-4821 8778 SW 8st ADDRESS: pm(@aaunderwriters.com INSURER(S)AFFORDING COVERAGE NAIC# Miami FL 33174 INSURERA: Ards Specialty Insurance Company 012523 INSURED INSURER B: Bridgefield Employers Insurance Company 012158 United Iron Work Inc 3C's Development Group LLC INSURER C: Underwriters at Lloyds,London 112200 3274 NW 38th St INSURER D: Miami,FL 33142 INSURER E: INSURER F: COVERAGES 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 TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE R POLICY NUMBER MPOLICY F MMIDDIPOLICY YY UMC X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED- CLAIMS-MADE X OCCUR PREMISES Ea occurrencel $ 100,000 MED EXP(Any one person) $ 10,000 A AGL0019121-02 11/03/2016 11/03/2017 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 POLICY❑X JECT LOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: $ SINGLE LIMIT AUTOMOBILE LIABILITY COMBINED Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PPROPEE DAMAGE $ HIREDAUTOS AUTOSden UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LUIB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION XSTA UTE ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE YIN E.L.EACH ACCIDENT $ 1,000,000 B OFFICERIMEMBEREXCLUDED? ❑Y NIA $305¢22$ Q1/Q6/2Q16 Q7/Q6/2Q1] (Mandatory In NH) E.L.DISEASE-EA EMPLOYEd$ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,000 Commercial Property Loc 1:Building$271,000/Cont$101,000 C Ded$1,000,5%Wind&Haiti BW33816188 08/28/2016 08/28/2017 Loc 2:Building$400,000 SpcIRCV Loc 1&2 Business Income$50,000 1/4 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached tt more space Is required) CONTRACTOR LICENSE 000019160-UNITED IRON WORKS INC CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE-BUILDING DEPT. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2 AVENUE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES,FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORQEO REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD J STRUCTURAL CALCULATIONS O V 2016 FOR .3y: ALUMINUM PICKET FENCE POOL ENCLOSURE (ADDENDU 9730 NE 5"'AVE. RD. MIAMI ,FLORIDA jI V ITEM PAGE FENCE POST DRILLED EMBEDMENT 1-2 FENCE POST DESIGN 2 jz" T c� fly C 1 h HORIZONTAL RAIL DESIGN 2 L` PHYSICAL PROPERTIES POST 3 5 PHYSICAL PROPERTIES HORIZONTAL RAIL BOTTOM 4 ALUMINUM DESIGN MANUAL 6061 T6 REQUIREMENTS 5-6 DESIGN PARAMETERS FLORIDA BUILDING CODE 2014, 5"H EDITION,FENCES LESS THAN 6FT IN HEIGHT. WIND LOADS ASCE 7-10,V= 115 MPH,3 SEC. GUST,EXPOSURE C ALUMINUM DESIGN MANUAL 2005 EDITION 0000.. 0000.. 0000.. BY:ALFREDO ARTEAGA JR.P.E. '••••• •••••• 850 WEST 60 ST. �����• 0000.. 0000 HIALEAH FLORIDA. 33014 •••••• 0000 0000. TEL. 305-828-7876 FLA. REG. NO. 33070 • 0000 .. 0000.. URAL '�iC 0000.. . 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Dimensions Depth i.in Width 2.in Perimeter 9.749 in Geom etric Area* o.6445 in 2 IX* 0.0507 in4 IY* 0.2841 in4 LXY* -7.18E-oo6in4 rx* 0.28o4in ry o.6639 in Sx+* 0.218in3 Sx-* o.o661n3 Lou ID Lou In 2x jLxi/r PUNCHEDAUJIL CHANNEL SY+* 0.2841 ins SY-* 0.2841 ins Xc* 4.075 in Yc* -6.559 in a oil Principal 11* 0.2841 in4 12* o.o5o7 in4 a* go.deg r1* o.6639 in r2* 0.28o4 in :0 0 0:0 SI+* 0.2841 ins 0 SI-* 0.2841 ins Polar Plastic 0'Material :Go*:* • S2+0 0.2179ins IP* 0.3348in4 Zx** 0.1207 in3 •9 60me 0 Iwoo" 0 S2-* o.o661n3 rp* 0.7207 in ZY** 0.3701 ins so ey J%s e • 70 Kai 0 PNAX** 4.075 in PNAY** -6-419 in- 0 0 Part Materials Channel Jkw I a n 6 0:0 Channell 6o61-T6-E-All QX* 0.0299in3 0.: 0-04,%8jj;! 3 QY* • Rectangle ASTMA36 3-19E-005 ins 0 0!(Wr*0 .:470i oZo5]tV I : a : • Base 6o61-T6-E-All Material ShapeBuflder8.00.0005 www.iesweb.com ix # a� oa Type of Stress Type of Member or Element SeC. Allowable Stress Table 2-22 3.4. ALLOWABLE STRESSES FOR TENSION,axial Any tension member gross section 1 21 12.5 BUILDING TYPE STRUCTURES net section 19 Flat elements in uniform tension 2 19 9 6061-T6 ,-T6510,-T6511 Extrusions TENSION 6061-T6 Standard Structural Shapes, Pipe IN BEAMS, Round or oval tubes -0-0O- 3 24 10.5 extreme fiber, 6351-T5 Extrusions net section Flat elements in bending in their own plane, 4 28 12 White bars apply to unwelded metal symmetric shapes On rivets and bolts 5 39 25 Shaded bars apply to all thicknesses with fillers 5183,5356,or BEARING 5556 and thicknesses<0.375 In.with fillers 4043,5554,or 5654 On flat surfaces and pins and on bolts in slotted holes 6 26 16 For tubes with circumferential welds,Sections 3.4.10,3.4.12,and x 3.4.16.1 apply for Rt, t<20 Allowable Allowable Stress, Type of Stress Type of Member or Element Sec. Stress, S, Allowable Stress, Sz 3.4. S<S, St<S<S2 S>S2 COMPRESSION - 0 20.2-0.126 kUr 66 51100 /(kUr)2 IN COLUMNS, All columns 7 axial - 0 8:6 0.043 kUr 133 51100 J(kUr)? Flat elements supported on one edge- 21 2.4 23.1 -0.787 b/t 10 154 /(b/t) columns buckling about a symmetry axis -��E- 6 9 3.9 10:2-0.280 b/f 18 92 /(b/t) Flat elements supported on one edge- -�-+ 21 2.4 23.1-0.787 b/t 12 1970 /(b/t)2 columns not buckling about a symmetry axis 8.1 9 3.9 10.2-0.282 b/f 24 1970 /(b/t)2 21 7.6 23.1-0.247 b/t 33 491 /(b/t) Flat elements supported on both edges H 9 COMPRESSION 1 4�� 9 12 10.2-0.089 b1t 58 293 J(b/t) IN COLUMN ELEMENTS, •• ••• • ' • b •• Flat elements supported 0 •0 0 gross section on one edge and with • •• • • • • •• • 9.1 see Part IA Section 3.4.9.1 • • • • • • • • stiffener on other edge •• ••• •• • •• bo ba Flat elements supported on both ed�se • • • •01 see Part IA Section 3.4.9.2 and with an intermediate stiffener • . ,• • • • . • R, R R, 21 1.4 22.1-0.799 ffiblt 141 3190 /( Rb )�1 + �3 Curved elements supported on both edges 10 O ••• • • • •• • 1 l 2j o • • • • • s 9 6.9 10.0-0,335 4Rblt 390 3190 /f " /� R + �3 e/t rn • • ••• • • I / pro 21 21 23.9 0.124 Lb/r,, 79 87000 I(Ldry)2 Single web shapes -I--T-E- 11 2 p� 9 26 10,'2 0043 Lylry " 160 87000 !(L�lr,) _ .� R Rb Rb _._. N 25 29 39.3-2.70 4j t 81 Same as O Round or oval tubes � 12 (PC) VV�7 10.5 57 177-0.962 ordf 167 Section 3.4.10 COMPRESSION V IN BEAMS, t---11 - 28 14 40.5-0.927 d 1 db 29 11400 1(4)'L- extreme fiber, Solid rectangular and round sections d ® 13 2 gross section =(?.230 46 11400 !�d 1 d' 4 21 123 23.9-0.238 2 LS° 1680 23600 /J��` Tubular shapes �. 14 tJ ILL__111 2Ll,SQ? 9 1t1G 1t� o a6 sea0 23600 I2,f, Q . n-y r_1 rb 21 6,5 27.3-0.930 bit 10 182 1(b1t) Flat elements supported on one edge I C 15 7777777777777777��,�7 > 9 12:11 03:14 b/f: 18 169 I(blt) 21 21 273-0.292 b/t 33 580 1(b/t) Flat elements supported on both edges L�I �"v- 16 u 9 28 12 IJ .O:IOS tS/t 58 346 1(blt) COMPRESSION IN BEAM J35 t h2 ELEMENTS, 25 2.1 26.2-0.944 4Rb/r 141 3780 R / — 1 +- (element in Curved elements supported on both edges 16.1 tqb R t uniform 10.5 $.4 118 0.396 ,�Flblt 390 3780 /( �-)(1 +5-,2 compression), gross section Flat elements supported on k--� one edge and with stiffener 16.2 see Part IA Section 3.4.16.2 on other edge Fiat elements supported on both H--b=+l N b�►I �� edges and with an 1 � FT] 16.3 see Part IA Section 3.4.16.3 Intermediate stiffener Flat elements supported on tension edgi, ; •.�; 28 9.1 40.5 1.41 b/t 19 4930 I(blt)2 �r4 17 COMPRESSION compression edge free •. •: : • . : •. . 12: ti;: 18:01 08815 blxz 30 4930 !(b!t)2' IN BEAM so ELEMENTS, �. 28 48 40.5 0 270 hJf 75 1520 /(hlt) element in Flat elements supported on both edges 18( J.11h ••• ••• •.• i2 8�' 18:0 Q g6r h/f 119 952 bending in own • • • • • : plane),gross •• • • 28 110 40.5-0.117 h!t 173 3500 1(h1t) section Flat elements supported on both edge •• • • L 17 d, • and with a longitudinal stiffener L 12 ' -44 . 16:0--0:029 :hlt , 280 2200 '1(h1t) Unstiffened flat elements supported 6:0 • T• • •• 12 36 15.8-0,101 tilt 64 38700 /(hlt)2 SHEAR IN on both edges i i T: a0 5 46 . 70 0.036 hJt. 129 38700 !(h/t)? e ELEMENTS, Stiffened flat elements supported • ••iw °' �• • 12 - 12 66 53200 /(a�/t)2 CD gross section ••• J fl, •�• .21 on both edges 5 88 9:6=0.080 .a�/t 129' 53200 /(ae/t)2 STRUCTURAL CALCULATIONS FOR ALUMINUM PICKET FENCE AND GATES 9730 NE 5TH AVE. RD. MIAMI , FLORIDA ITEM PAGE FENCE POST DESIGN 1 FENCE POST DRILLED PIER 2 AND 4 HORIZONTAL RAIL DESIGN 2 PHYSICAL PROPERTIES POST 3 PHYSICAL PROPERTIES HORIZONTAL RAIL 5 ALUMINUM DESIGN MANUAL 6061 T6 REQUIREMENTS 6-7 DESIGN PARAMETERS FLORIDA BUILDING CODE 2014, 5D EDITION,FENCES LESS THAN 6FT IN HEIGHT. WIND LOADS ASCE 7-10,V= 115 MPH, 3 SEC. GUST, EXPOSURE C ALUMINUM DESIGN MANUAL 2005 EDITION .. ••••; BWALFREDG-ARTEAGA JR. P.E. ...... -:-84 WEAL 68.�H ST. •. .HIALEiK,.UtORIDA. 33014 .:..•• •••TI:L. 30,-RZ8-+7876 •••;•• • FLA. 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IP. .:.. 1.1o4ina .. •••dap. 1.088 ti i Tsrl • •.•00: Zx o.6602 ins j Nodes 256 ro 1.085 in 000000 • : � Zy 0.6602 ins' Elements 192 II 1 • Minimum Results •• •• PNA X -0.2111 in Largest 0.0375 int Xsc -0.2111 in ..I, ;0.0766• • PNA Y -o.131q in Element I YscLargest -0-1310.0375 in •• Ct10D • •• 0 0 ••0 L'W 0.0006 in61 • J 0000 J o.8577in4 . •• • 0000 . . . 0; 0000 Maximum Results Part Materials B1 °m .••••• 1 Warping o.o766 int RT2.00x2.00 6063-T6-E/P All i • • •••••1 Function X0.12$1 0.000• •..• ••i•• 0 •• • • •. 0 • • • 000000 0000 • • • 0000 ShapeBuilder 8.00.0005 3� E www.iesweb.wm S (�0 Alfredo Arteaga Jr. PE PROJECT: FENCE POST PAGE: *Z sof' 7 850 West 68 St-Hialeah,FI 33014 CLIENT: 9730 NE 5TH DESIGN BY: AA Tel{305)828-7876 Cell,1786)231-9972 JOB NO.: DATE: 7/25/2016 REVIEW BY: AA Flagpole Footing Design Based on Chapter 18 of IBC&CBC INPUT DATA&DESIGN SUMMARY IS FOOTING RESTRAINED @ GRADE LEVEL? (1=YES,0=N0) 0 no P LATERAL FORCE @ TOP OF POLE P= 0.075 k HEIGHT OF POLE ABOVE GRADE h= 4.5 ft DIAMETER OF POLE FOOTING b= 1 ft h LATERAL SOIL BEARING CAPACITY S= 0.1 ksf/ft ISOLATED POLE FACTOR(2012 IBC 1806.3.4) F= 2 FIRST TRIAL DEPTH =__> d= 2.5 ft Use 1 It dia x 2.72 It deep footing unrestrained @ ground level LI/ d ANALYSIS LATERAL BEARING @ BOTTOM: S;=FS Mind 12') LATERAL BEARING @ d/3: (d 1 S,=FS MJn l 3 12, A_2.34A bS, 4 2 rt+ t+ 'Ahl ,FOR NONCONSTRAINED REQUIRD DEPTH: d= L JJ 4.25Ph FOR CONSTRAINED bS, NONCONSTRAINED CONSTRAINED LATERAL FORCE @ TOP OF POLE P => 0.08 k 0.08 k HEIGHT OF POLE ABOVE GRADE h => 4.5 ft 4.5 ft DIAMETER OF POLE FOOTING b => 1.00 ft 1.00 ft ,LATERAL SOIL BEARING CAPACITY FS => 0.20 ksf/ft 0.20 ksf/ft • • • 00 •••••• QST TRI;I,• ; TRY di=> 2.50 ft 2.50 ft •• • ••• LAT SAIL BEARING @ 1/3 d S, => 0.17 ksf 0.17 ksf • LAT SOING @ 1.0 d S3 => 0.50 ksf 0.50 ksf •;0000 ,. .CONSTO,pIT 2A34P/(bSi) A => 1.05 - - • • '. '.;REQD"NNG DEPTH RQRD d=> 2.86 ft 1.69 ft ••••• •• • •••• • • 2r1D TRIAL; • • TRY d2=> 2.68 ft 2.10 ft ••••: • LAT S"JWMING @ 1/3 d S, => 0.18 ksf 0.14 ksf 9.0.6 0 ••0 0 LAT SQII2,E'i1RING @ 1.0 d S3 => 0.54 ksf 0.42 ksf •0 '.•' ;CONS'IANT.1.34P/(bS,) A => 0.98 - - • • .... REQD T:QbTIIsG DEPTH RQRD d=> 2.74 ft 1.85 ft •••• 3RD TRIAL: TRY d3=> 2.71 ft 1.97 ft LAT SOIL BEARING @ 1/3 d S, => 0.18 ksf 0.13 ksf LAT SOIL BEARING @ 1.0 d S3 => 0.54 ksf 0.39 ksf CONSTANT 2.34P/(bS,) A => 0.97 - - REQD FOOTING DEPTH RQRD d=> 2.72 ft 1.91 ft 4TH TRIAL: TRY d4=> 2.72 ft 1.94 ft LAT SOIL BEARING @ 1/3 d S, => 0.18 ksf 0.13 ksf LAT SOIL BEARING @ 1.0 d S3 => 0.54 ksf 0.39 ksf CONSTANT 2.34P/(bS,) A => 0.97 - - REQD FOOTING DEPTH RQRD d=> 2.72 ft 1.92 It 5TH TRIAL: TRY ds=> 2.72 ft 1.93 ft LAT SOIL BEARING @ 1/3 d S, => 0.18 ksf 0.13 ksf LAT SOIL BEARING @ 1.0 d S3 => 0.54 ksf 0.39 ksf O? CONSTANT 2.34P/(bS,) A => 0.97 REQD FOOTING DEPTH RQRD d=> 2.72 ft 1.93 ft Courtesy of Lavteam.org 7/2 12o16 Free For ALL - 2 X 1 PUNCHED CHANNEL 'Modularratio(E/Ebase). ••Yield stress ratio(Fy/Fybase). — --� f i Dim ensions Depth 1.in Width 2.in Perimeter 9.749 in I Geom etric ' i Area* 0.6445 int �lx* 0.0507in4 Iy* 0.2841 in4) g Ixy* -7.18E-oo6in4 a o in rx* 0.2804 in � I ry* o.6639 in SX+* 0.218in31 Sx' 0.066 ins °- Sy+* 0.2841 in 2 x i x i/8"PUNCHED ALUM.CHANNEL Sy-* 0.2841 ins, Xc* 4.075 in Yc* -6.559 in, I zoo to Il* 0.2841 in4� I2* o.o5o7 in4� j a* 9o.deg r1* o.6639 in r2* 0.2804 in Sl+* 0.2841 ins _ SI-* •••.0.2841 in3 • SaF* •••• 0.2179?n3 ••��� - — - -� •o.o66in►{� .�ro►arPlastic ''"�• �IIp* 0.3348in4 ,Zx** 0.1207in3l EBase 10100Asii • • •• rp* 0.7207 in l Zy** 0.3701 ins' Fy Base 11 Ksi PNA X** 4.075 in ••• 0 0 • w��••� , iPNAY** 6.419 in 02 .'• • 9i1vI Rectangle 1 ` Part Materials ••Eo ..3.1%E-005 * 45 • i•� Qx o.0 8in3I Channell 6061-T6-E-All i i••••i • •• •••• * 4,70E-oo5in3 Rectangle ASTMA36 • • • ••••' Base 6o61-T6-E-All • •••••• •••• .••••• Material ShapeBuilder 8.00.0005 A�y E www.iesweb:com S �� .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• rn . • • • • • • • •• Sec. Table 2-21 Type of Stress Type of Mebe00r 61e Dent �• • �•• 3 4 Allowable Stress ALLOWABLE STRESSES FOR • •• ;00 •••gros99eCtiorf 21 TENSION,axial Any tension member net section 1 22 12.5 BUILDING TYPE STRUCTURE Flat elements in uniform tension2 21 9 ,f, 6061-T6 Sheet,-T651 Plate up through 4.000 in.thick TENSION • • • • • :.6 • • IN BEAMS, Round or oval tubes �'� � � � �-{��Cp;- 3 25 10.5 6061-T6,-T651 Rolled or Cold Finished Rod and Bar extreme fiber, •• • • • • • 000 •• 6061-T6 Drawn Tube net section Flat elements in bending in their own plane, 4 28 12 White bars apply to unwelded metal symmetric shapes 43 25 Shaded bars apply to all thicknesses with fillers 5183,5356,or 5 On rivets and bolts 5556 and thicknesses<0.375 in.with fillers 4043,5554,or 5654 BEARING For tubes with circumferential welds,Sections 3.4.10,3.4.12,and On flat surfaces and pins and on bolts in slotted holes 6 29 16 3.4.16.1 apply for Rb!t<20 Sec. Allowable Allowable Stress, Allowable Stress, Type of Stress Type of Member or Element 3.4. Stress, S, S,<S<S2 S2 S>S2 S<S, COMPRESSION – 0 20.2–0.126 kUr 66 51100 l(kUr)2 IN COLUMNS, All columns 7 – 0 8.6–0.043 kUr 133 51100 /(kUr)2 axial 21 2.4 23.1 –0.787 b/t 10 154 /(b!t) Flat elements supported on one edge– _�_ _ 8 columns buckling about a symmetry axis 9 3,9 10.2–0.282 b/t 18 92 !(b!t) Flat elements supported on one edge– �---� 8.1 21 2.4 23.1 –0.787 b/t 12 1970 !(blt)2 columns not buckling about a symmetry axis 9 3.9 10.2–0.282 b/t 24 1970 l(b/t)2 21 7.6 23.1 –0.247 b!t 33 491 /(b!t) H Flat elements supported on both edges 9 r�� COMPRESSION 4 b 4 9 12 10.2–0.089 b/t 58 293 /(b/t) IN COLUMN ELEMENTS, "—" Flat elements supported gross section on one edge and with 9.1 see Part IA Section 3.4.9.1 stiffener on other edge bo Flat elements supported on both edges ��F7 g,2 F`7 see Part IA Section 3.4.9.2 and with an intermediate stiffener ( Rb fl JR�t�2 n R, R R, 21 1.4 22.1 -0.7 99 f Rb/t 141 3190 / 1 + 35 Curved elements supported on both edges �in� 10 Rb �Rblt I2 0 0 �7 9 6.9 10.0-0.335 Rdt 390 3190 /��I�1 + 35 I � 0 0 rn •• •• • • • •• •• • • • • • • • • • • • L w 21 21 23.9-0.124 L°lry 79 87000 l(L°lry)a Single web shapes ••• ••• ••• ••• 11 ID • • • • • • •'• ••� 9 26 10.2-0.043 Wry 160 87000 I(L°/ry)z N ••• ••• i•• i • • 25 29 39.3-2.70 4A,-It 81 Same as C Round or oval tubes 12 I 10.5 57 17.7-0.932 ffi°Jt 167 Section 3.4.10 COMPRESSION .. • • IN BEAMS, •• �•; ;t>-{li-: :• •• 28 14 40.5-0.927 d Jd 29 11400 /�t d extreme fiber, Solid rectangular and round sections : : : : . : • 13 gross section g •• • • • • ••'� 1(4)'"z Lb 9 12 18 16.0-0.230 f dJ 'd 46 11400 /`d f, d n 21 123 23.9-0.238 2L°S° 1680 23600 /2L°3° Tubular shapes 1 I" 14 LLL111 9 186 102-0.082 2L°S` 6940 23600 I?-- lyJ JtIJ b 1 r'� .--b 21 6.5 27.3-0.930 b/t 10 182 /(b/t) Flat elements supported on one edge I ,v 15 9 9 12.0-.0:334 bJt 18 109 !(b/r) h--b 1 -{b h- 21 21 273-0.292 b/t 33 580 /(b/t) Flat elements supported on both edges ❑ �"`f 16 9 28 12.0-0.105 b/t 58 346 /{b!r} COMPRESSION IN BEAM z R 25 2.1 26.2-0.944 �R°lt 141 3780 /�RD � 1 + 'R5' ELEMENTS, element in Curved elements supported on both edges 16.1 _ z uniform 10.5 8.4 11.8-0.396 4R°It 390 3780 1�Rb ,�1 + �35 t compression), ° gross section Flat elements supported on N a one edge and with stiffener 16.2 see Part IA Section 3.4.16.2 on other edge Flat elements supported on both 141b' i h-b° -►I edges and with an � m 16.3 see Part IA Section 3.4.16.3 intermediate stiffener I I Flat elements supported on tension edge, b-H -T- 17 28 9.1 40.5-1.41 b/t 19 4930 /(b/t)z � COMPRESSION compression edge free 12 12 16.0�0.350 blt 30 4930 !(b/t)2 IN BEAM '(' !-�� 28 48 40.5-0.270 h!t 75 1520 /(h/t) ELEMENTS, (element in Flat elements supported on both edges IIh r � 18 12 62 16.0-0.067 h/t 119 952 I(h1t) bending in own [04 plane),gross T T d, 28 110 40.5-0.117 h/t 173 3500 /(h/t) section Flat elements supported on both edges I�, � � 19 and with a longitudinal stiffener L 12 144 16.0-0.029 h/t 280 2200 l(h!t) Unstiffened flat elements supported T 20 12 36 15.8-0,101 h/t 64 38700 !(h/t)z O < SHEAR IN on both edges Pp 1 5 48 7,0-0.036 h/t 129 38700 !(h/t)z Iri — ELEMENTS, v gross section Stiffened flat elements supported T= r�-=�f` {e a1 12 - 12 66 53200 /(art)2 on both edges 1 tl I T �I 1 5 88 9.6-0.050 a°/t 1 129 53200 /(ae/t)z