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FW-11-713Inspection Number: INSP - 158633 Permit Number: FW -4 -11 -713 Scheduled Inspection Date: May 09, 2011 Inspector: Bruhn, Norman Owner: MATZ, BETTY Job Address: 10090 NE 12 Avenue Project: <NONE> Miami Shores, FL 33138- Contractor: FIGUEROA & DAUGHTERS BUILDERS INC Building Department Comments May 06, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Fence/Wall Inspection Type: Final Work Classification: Iron/Ornamental Phone Number Parcel Number 1132050190380 Phone: (786)344 -4996 Installation OF ALUMINUM FENCE Passe S� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 11 of 21 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING l OWNER: Name (Fee Simple Titleholder): (� V e-\4 • 1 n .c Phone #: t ' (-12g-43e r Address: 16 0 C 0 ) E 17 AN e. 3 p City: t i ¶ whA \ b �c-P_ State: F L. Zip: 3 3 \ c3 ,P1 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: ®0 q 0 12- INN e• City: Miami Shores County: Folio/parcel/4: /1 3,2 0 5 0/ q 03 RC) Is the Building Historically Designated: Yes CONTRACTOR: Company Name: f Address: City: i q ruZ ( 11 Le Al Zip: ,3 ?, 5 1 Qualifier Name: n �g- Phone #: l '� - va Li t' -49 State Certification or Registration #: C CO C /52 C 0 q Certificate of Competency #: Contact Phone #: q7 5_ ©`/6 S Email Address: Ulf nt e rne4.44J07.-c - C©wd -Cc)+ • "24 • DESIGNER: Architect/Engineer: 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 ve• - ayo3 State: rC vernG. 4J 4 Miami Dade Permit No. Master Permit No. Phone #: Phone #: Zip: 3 3 13 X Flood Zone: - 186- 34 19.6 Value of Work for this Permit: $ 1 0 0 Square/Linear Footage of Work: 60 hri Type of Work: Address l ❑Alteraation 41New ORepair/Replace ODemolition Description of Work: -in c9f 4 /c.,'moc t, t Q COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ ! 4"1 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Nota $ Training/Education Fee $ Technology Fee $ - � av 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 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 approved and a rei spection fee will be charged. NOT APPROVED BY Signature 1 Owner or The foregoing instrument was ac abda of 4 , 20 11 , by Sign Print: My Commission Expires: edged before me this who is personally known to me or who has produced As identification and who did take an oath. LEONARDO FIGUEROA = MY COMMISSION # DD817626 c EXPIRES August 26, 2012 com (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) 40/11. Plans Examiner Structural Review Signature Sign: Print: My Comm Contractor The foregoing instrument was acknowledged before me this j day of i fiti l , 20 if , by A C.i ird who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: iretVetaiy Publ;c State of Forth . Sisson Toussaint o Q My Ccsm iss!on DD773303 FoF �° Ex Aires '3/30/2012 *.* * * * * * * * ** * * ** & A r S1 * Zoning Clerk STRUCTURAL CALCULATIONS FOR ALUMINUM FENCE 5' HIGH RESIDENTIAL HOUSE 10090 NE 12 Ave. Miami Shores, FL. 33138 BY V.M. Engineering, Inc. Certificate of Authorization No. 27633 11278 SW 153 PLACE Miami, FL. 33196 VI *: N �► y I MorgakY447411 = t1 Florida License No. •0292 Pages 1 thru 11 INDEX OF SHEETS Sheet No. Description 1 Design References 2 Wind Load Pressures by ASCE 7 -05 3 to 7 Design of Aluminum Components for Fence and Foundation 8 Reference from FBC, 2007 for fence less Than 5' in height 9 to 11 References for Aluminum 6061 -T6 ENGINEER OF RECORD: V.M. anglinewrOng C. OF A. NO. 27633 11278 S.W. 153R0 PLACE MIAMI. FLORIDA 33196 TEL: 78 281 -6968 TEL: 305- 383 -5896 EiV i t - -MeI4 b6 a 2c1 7 ALI)MIM0AL -bei4.s 1 j L _V tone RI ASC£ 7 -CAS ®MPH ( ifeue.e le5h �k 4tt+c.-4 xe S o f 6G : 0 rr1 C It-youroote ca me 0 :77 PROJECT NAME Aloolowtm T L (5') PROJECT NO. SHEET NO. I OF 1� SUBJECT .M6i1 4 STPaAA.PIIAspA.S PREPARED BY CHECKED BY EC DATE 04/03 i1 SCALE A8/A 6 4 e,t4G4 F& 161 Z . 2.13 ) Mean Roof Height (ft) Positive Load Negative Load End & Interior Zone 5,4 End Zone 5 Interior Zone 4 0' - 15' 10.4 14.5 11.4 V.M. engineering, Inc. ASCE 7 105 - Wind Load Provisions MIAMI -DADE COUNTY Proj. # 40411 Client: 10090 NE 12th Ave. Miami Shores, FL. 33138 OPEN GCpi = 0 Af (ft2) = 10 1= 0.77 v (mph) = 90 Kd = 0.85 wind load (w2 Exposure C a= 9.5 Zg = 900 11278 S.W. 153 PL, Miami FL. 33196 Morganvillanueva66@hotmail.com PH: 786 -281 -6968 FAX: 305-383-5896 14.S" rf Z/I ENGINEER OF RECORD: V. M. onellneetrOng C. OF A. N0. 27633 11278 S.W. 153RD PLACE MIAMI. FLORIDA 33196 TEL: 786 -281 -6968 TEL: 305- 383 -5896 /# / / /S#'/ =4' do"- 2 (0) s 4 54 " Sohji. Awe (ref flatlet) PROJECT NAME A6101 4444 Fee 4.9 P 1 i PROJECT NO. SHEET NO. .3 SUBJECT '+t.LAe;e, 110.136L4. PREPARED BY AV DATE 04 /0.si fli CHECKED BY SCALE N/A if L . 06 , 1 °Ater j -w �i F ; ',ems CfAf 6= (444 -(eicii)v) 4 5i-046,44.) — AYe4 .s Avg ai OF Il cf ()ic 6 it Av e 4- 594 fl Z 4- (o rue f 420 414 = 8:34 1� 2 (Per w - ) C, Vb6 / eit.= (40" )(40") .= 3 co(, W Z Top f/ r yl 2 I" 1 % 4 es4 2 2.r Ye imlb �i .111. i 1� IL, i/� c 5 4" a list9te go Jk w 'F AI 4 ? otx) p i; c- outil' e 6; hey (J^') ( E )Cl1 'Ya 4. it � p �,+q i�'slj 4- (5)0Z ' r, 4 (60X2) ` Are& �1v earl # /,/fit. of Iic y �. 4 ENGINEER OF RECORO: V• one ®err C. OF A. NO. 27633 11278 S.W. 153R0 PLACE MIAMI. FLORIDA 33196 TEL: 786 - 281 -6968 TEL: 305- 383 -5896 PROJECT NAME 4611144A4 e. SHEET NO. 4 SUBJECT 'gawp_ Memt PREPARED BY M'V DATE 04/03/1/ PRUJEC1 NO. z'N. G 934 a '2 2 3400 ` lum 1' i j pia - G 7� � I ct ' .i JejC fov 232' — C. /= 1� T 5 G Cc AT Af_ 5 '� 51= ('I 1§ 4ve,) = 64. y' pf Xo„ e5)(1 8)( ,f) i✓ 5 l a C F' (o) w 11 / &) M e.J- PoLl M - (2 )(2 1 - 322 * -1 r 3 e`7° X11 4lom mv;in M ea,,,lt Ave 6 r‘ s "r 11,600 _ a , DA (24 Ksi )w"), r' P 064- re /s ",e 2 Ye O. IS2 1 6114./* '3,8709 it 7010, `� 6 ,i `1 u/1�,, l / t��rd ,�j _ . , o O� S2 1'4 3 P P 1K aloe-6c Gi4ec Lr . 0 .ca. A Aiwa, L 2. 2",1 (.lze* u .938 CHECKED BY _ E SCALE j1/ / /4-:. O.' e iw 1 6 Z7« 53 ltd 3 OF 1! 2 i; - p& .4 c Jide.t/L=6), 600re u3C. '*? ENGINEER OF RECORD: V. . OWEJ N ® ©ITgQt1� C. OF A. NO. 27633 11278 S.W. 163R0 PLACE MIAMI. FLORIDA 33196 TEL: 7 86 -281 -6968 TEL 305 - 383-5896 op 6.4i. l 0 ® 0 ,4 lV 2.,1 PROJECT NAME f I 01 1 �1 14 PRUJECI NO. SHEET NO. 5i OF JY SUBJECT F+7, 4.i.e.e 1546'46414. PREPARED BY PAJ CHECKED BY (;; DATE 04/0 °A /0 SCALE /lp a> 4 0. 332 ima Lie' v 2.S 4 1 (64s 9)(5) s c'j 6y.s" 0 4 i ( F Lceei Z 1p '6 1 0. tii ' : 0.3.32 i° 4 :L O. 313 110 leo 3 4s 4600 000)( .' .L 2 ) 1 5i . - — - K . A1,444 _ 0. 33 ) '/g Top gb0iki-i 16 adelvtt'ie at ENGINEER OF RECORD: V. M. ®ngoW® ®PIne C. OF A. NO. 27633 11278 S.W. 163R0 PLACE UTAYI, FLORIDA 33196 TEL: 786 -281 -6969 TEL: 305-363-5996 uteit 4: 6 = iNeftec /CO IP �i a 11.7 L ce p Jae Low 1. " 7- I21 d. 11 : 1.7 7(. 4) i s-e �► 4 1s --- iui ) el G� 1 ?14 IW 3 S. "ft- _ =4 U, s tip' (`1. 7(4 13(10„ you, oc,u) (O.1)s7) PROJECT NAVE 4!Th4OYI) V ✓I 1 '.tCe 5' .J -h L PRUJEGI NO. SHEET NO. OF If SUBJECT L€. bN .4,11,'l PREPAREO BY V CHECKED BY E DATE 04/0S )ii SCALE A/ /A Az 0, itSe hal Sr: 0.114- loo O,. x 57 1,44 poceis L L l(, oco fr; O IC < Dam LA ENGINEER OF RECORD: V. M. C. OF A. NO. 27633 11278 S.W. 153R0 PLACE MIAMI, FLORIDA 33186 TEL: 7 86 - 281 -6968 TEL: 305- 383 -5886 Ct ?.(.+4 &1.6ecta LlL1yA t� r ✓ ' LZ�G 4,v„,1 0 J.Ar zL. 1, 51) `. If L A v 4 c41?(Ji - rboltu4 1 2." ,t ` 6 AluE 1YUi .» PROJECT NAVE PHUJECI NO. SUBJECT 1 PREPARED BY 1/. DATE 0 p Vem 1 � SHEET NO. ' OF CHECKED BY . SCALE MIA 4 : Q.2,4 P 2 , A 4 0 2 1 ) 0.00)(1) A-- L .5! �. (4.30(2 _ (.7rS) E 1 -1- 2, g 7 � a 2 . 4 t . 1.51 1612.1.5 In the design of floors, not less than the actual live load to be imposed shall be used. Special provisions shall be made for machine or apparatus loads where applicable. 1612.1.6 Floor and roof systems shall be designed and con- structed to transfer horizontal forces to such parts of the structural frame as are designed to carry these forces to the foundation. Where roofs or floors are constructed of indi- vidual prefabricated units and the transfer of forces to the building frame and foundation is totally or partially depend- ent on such units, the units and their attachments shall be capable of resisting applied Loads in both vertical and both horizontal directions. Where roofs or floors are constructed of individual prefabricated units and the transfer of forces to the building frame and foundation is wholly independent of such units, the units and their attachments shall be capable of resisting applied loads normal to the surface, in and out.. 1612.2 General design for specific occupancies and struc- tn 1612.2.1 Fences. Fences not exceeding 6 feet (1829 rnm) in height from grade may be designed for 75 mph (33 m /s) fast- est mile wind speed or 90 mph (40 m/s) 3- second gust. 1612.2.1.1 Wood fences t` d fence esrgd's11aeas specified by Section 2328. 2007 FLORIDA BUILDING CODE — BUILDING TABLE 1610.1 SOIL LATERAL LOAD STRUCTURAL DESIGN DESCRIPTION OF BACKFILL MATERIAL` Well- graded, clean gravels; gravel -sand mixes Poorly graded clean gravels; gravel -sand mixes Silty gravels, poorly graded gravel -sand mixes Clayey gravels, poorly graded gravel- and -clay mixes Well- graded, clean sands; gravelly sand mixes Poorly graded clean sands; sand - gravel mixes Silty sands, poorly graded sand -silt mixes Sand -silt clay mix with plastic fines Clayey sands, poorly graded sand -clay mixes Inorganic silts and clayey silts Mixture of inorganic silt and clay Inorganic clays of low to medium plasticity Organic silts and silt clays, low plasticity Inorganic clayey silts, elastic silts Inorganic clays of high plasticity Organic clays and silty clays UNIFIED SOIL CLASSIFICATI DN GW GP GM GC SW SP SM SM -SC SC ML ML -CL CL OL MH CH OH DESIGN LATERAL SOIL LOAD° (pound per square foot per foot of depth) Active pressure 30 30 40 45 30 30 45 45 60 45 60 60 Note b Note b Note b Note b At - rest pressure 60 60 60 60 60 60 60 100 100 100 100 100 Note b Note b Note b Note b For SI: I pound per square foot per foot of depth = 0.157 kPalin, l foot = 304.8 min. a. Design lateral soil Toads are given for moist conditions for the specified soils at their optimum densities. Actual field conditions shall govern. Submerged orsatu- rated soil pressures shall include the weight of the buoyant soil plus the hydrostatic loads. b. Unsuitable as backfiII material. 1612.2.2 Sway forces in stadiums. 1. The sway force applied to seats in stadiums, grand- stands, bleachers and reviewing stands shall be not less than 24 pounds per lineal foot (350 N /m), applied perpendicularly and along the seats. 2. Sway forces shall be applied simultaneously with gravity loads. 3. Sway forces need not be applied simultaneously with other lateral forces. SECTION 1613 HIGH- VELOCITY HURRICANE ZONES — DEFLECTION 1613.1 Allowable deflections. The deflection of any structural member or component when subjected to live, wind and other superimposed loads set forth herein shall not exceed the fol- lowing: 1. Roof and ceiling or components supporting plaster L/360 2. Roof members or components not supporting plaster under L/240 g�1 Table 3.3 -1 MINIMUM MECHANICAL PROPERTIES FOR ALUMINUM ALLOYS THICKNESS COMPRESSIVE ALLOY AND TEMPER PRODUCT RANGE Fw F ry F 1 F MODULUS OF in. ksi ksi ksi ksi ELASTIC(TY E (ksi) 5052 -0 Sheet & Plate -H32 0.006 to 3.000 25 9.5 9.5 16 10,200 -H34 Sheet & Plate All 31 23 21 19 10,200 Cold Fin. Rod & Bar -H36 All 34 26 24 20 10,200 Drawn Tube Sheet 5083-0 0.006 to 0.162 37 29 26 22 10,200 Extrusions -H111 up thru 5.000 39 16 16 24 10,400 Extrusions -H111 up thru 0.500 40 24 21 24 10,400 Extrusions - 0.501 to 5.000 40 24 21 23 10,400 Sheet & Plate -H116 0.051 to 1.500 40 18 18 25 10,400 Sheet & Plate -H32, H321 0.188 to 1.500 44 31 26 26 10,400 Sheet & Plate -H116 0.188 to 1.500 44 31 26 26 10,400 Plate -H32, H321 1.501 to 3.000 41 29 24 24 10,400 Plate 5086-0 1.501 to 3.000 41 29 24 24 10,400 Extrusions -H111 up thru 5.000 35 14 14 21 10,400 Extrusions -H111 up thru 0.500 36 21 18 21 10,400 Extrusions -0 0.501 to 5.000 36 21 18 21 10,400 Sheet & Plate -H112 0.020 to 2.000 35 14 14 21 10,400 Plate -H112 0.025 to 0.499 36 18 17 22 10,400 Plate -H112 0.500 to 1.000 35 16 16 21 10,400 Plate -H112 1.001 to 2.000 35 14 15 21 10,400 Plate -H316 -H32 2.001 to 3.000 34 14 15 21 10,400 Sheet & Plate All 40 28 26 24 10.400 Sheet & Plate All 40 28 26 24 10,400 Drawn Tube -H34 Sheet & Plate All 44 34 32 26 10,400 Drawn Tube 5154 -H38 Sheet 0.006 to 0.128 45 35 33 5454 -0 Extrusions -11111 up thru 5.000 31 12 12 Extrusions up thru 0.500 33 19 16 11111 Extrusions 0.501 to 5.000 33 19 16 -H112 Extrusions -0 Sheet & Plate up thru 5.000 31 12 13 -1132 Sheet & Plate 0.020 to 3.000 31 12 12 -H34 0.020 to 2.000 36 26 24 Sheet & Plate 0.020 to 1.000 39 29 27 5456-0 Sheet & Plate 0.051 to 1.500 42 19 19 -H116 Sheet & Plate 0.188 to 1250 46 33 27 -1132, H321 Sheet & Plate 0.188 to 1.250 46 33 27 -H116 Plate 1.251 to 1.500 44 31 25 -H32, H321 Plate 1.251 to 1.500 44 31 25 -H116 Plate 1.501 to 3.000 41 29 25 -H32, H321 Plate 1.501 to 3.000 41 29 25 6005 -75 Extrusions up thru 1.000 38 35 35 6061 -T6, T651 Sheet & Plate 0.010 to 4.000 42 ,� 35 - 4 -T6, T6510, T6511 Extrusions All 38 35' 35 -T6, T651 Cold Fin. Rod & Bar -T6 up thru 8.000 42 35 Drawn Tube -T6 0.025 to 0.500 42 35 35 27 10,100 Pipe All 38 35 35 24 10,100 6063-75, -T52 Extrusions up thru 0.500 22 16 16 13 10,100 -T5 Extrusions up thru 1.000 22 16 16 13 10,100 Extrusions T6 0.500 to 1.000 21 15 15 12 10,100 Extrusions & Pipe All 30 25 25 19 10,100 6066 -T6, T6510, T6511 Extrusions All 50 45 45 27 10,100 6070 -T6 762 6105 -T5 Extrusions u• thru 2.999 48 45 45 29 10,100 6351 -T5 Extrusions u+ thru 0.500 38 35 35 24 10,100 6351-76 Extrusions up thru 1.000 38 35 35 24 10,100 6463 -T6 Extrusions up thru 0.750 42 37 37 27 10,100 7005 -T53 Extrusions up thru 0.500 30 25 25 19 10,100 Extrusions up thru 0.750 50 44 43 28 10,500 1. F and F are minimum specified values (except F for 1100 -H12, H14 Cold Finished Rod and Bar and Drawn Tube, Alclad 3003 -H18 Sheet and 5050 -H32, H34 Cold Finished Rod and Bar which are minimum expected values); other strength properties are corresponding minimum expected values. 2. Typical values. For deflection calculations an average modulus of elasticity is used; this is 100 ksi lower than values in this column. 1-8-16 24 19 20 19 19 19 21 23 26 27 27 25 25 25 25 24 10,300 10,400 10,400 10,400 10,400 10,400 10,400 10,400 10,400 10,400 10,400 10,400 10,400 10,400 10,400 10,100 May 2005 icrc L Designation RT 1 x 1 x .065 RT 1 x 1 x .095 RT x1x 1 5 Po VI -34 TABLE 23 - SQUARE TUBES RT 125 x 1.25 x .065 RT 1.25 x 1.25 x .095 RT 1.25 x 1.25 x .125 RT1.5x1.5x.065 RT 1.5 x 1.5 x .078 RT 1.5 x 1.5 x .095 RT 1.5 x 1.5 x .125 RT 1.5 x 1.5 x .250 RT 2.5 x 2.5 x .125 RT 2.5 x 2.5 x .188 RT 2.5 x 2.5 x .250 RT3x3x.095 RT3x3x.125 RT3x3x.188 RT3x3x.250 RT3x3x.375 RT 3.5 x 3.5 x .125 AT 3.5x3.5x.250 RT 3.5 x 3.5 x .375 RT4x4x.125 RT4x4x.188 RT4x4x.250 RT4x4x.375 RT4x4x.500 Depth Thickness Area width t Weight A d in. in. lb/ft in 1.000 1.000 1.000 1.250 1.250 1.250 1.500 1.500 1.500 1.500 1.500 2.500 2.500 2.500 0.065 0.286 0.243 0.0356 0.0712 0.095 0.404 0.344 0.0475 0.0949 0.125 0.515 • .43: 0.0570 0.114 0.065 0.095 0.125 RT 1.375 x 1.375 x .125 1.375 0.125 0.735 0.625 3.500 3.500 3.500 0.065 0.078 0.095 0.125 0.250 0.125 0.188 0.250 0.125 0.250 0.375 0.362 0.516 0.662 0.439 0.522 0.628 0.809 1.47 RT 1.75 x 1.75 x .125 1.750 0.125 0.956 0.813 RT 2 x 2 x .095 2.000 0.095 0.851 0.724 RT 2 x 2 x .125 2.000 0.125 1.10 0.938 RT 2 x 2 x.156 2.000 0.156 1.35 1.15 RT 2 x 2 x .188 2.000 0.188 1.60 1.36 RT 2 x 2 x .250 2.000 0.250 2.06 1.75 RT 2.25 x 2.25 x .125 2.250 0.125 1.25 1.06 1.40 2.04 2.65 3.000 0.095 1.30 1.10 3.000 0.125 1.69 1.44 3.000 0.188 2.49 2.11 3.000 0.250 3.23 2.75 3.000 0.375 4.63 3.94 1.98 3.82 5.51 0.308 0.439 0.563 0.373 0.444 0.534 0.688 1.25 1.19 1.74 2.25 1.69 3.25 4.69 Axis x x, y -y 1 ,0 l S .S rxs r in in in. 0.0723 0.0982 0.120 0.164 0.128 0.150 0.176 0.218 0.339 0.360 0.439 0.552 0.657 0.754 0.911 0.802 1.12 1.56 1.92 1.55 1.98 2.80 3.49 4.61 3.21 5.76 7.74 0.116 0.157 0.192 0.239 0.513 0.244 0.171 0.200 0.235 0.291 0.451 0.439 0.552 0.657 0.754 0.911 0.896 1.25 1.54 1.04 1.32 1.87 2.33 3.08 1.83 3.29 4.42 0.383 0.371 .361 0.485 0.473 0.462 0.586 0.581 0.575 0.564 0.520 0.411 0.665 0.536 0.779 0.767 0.755 0.744 0.722 0.971 0.947 0.924 1.19 1.17 1.15 1.13 1.08 1.38 1.33 1.28 J in 0.0531 0.0704 0.0837 0.108 0.146 0.178 0.192 0.224 0.263 0.325 0.488 0.657 0.824 0.978 1.12 1.34 0.713 0.869 1.20 1.67 2.32 2.85 RT 2.75 x 2.75 x .125 2.750 0.125 1.54 1.31 RT 2.75 x 2.75 x ,188 2.750 0.188 2.27 1.93 2.12 1.54 1.05 3.16 1.51 1.10 1.07 2.26 2.33 2.97 4.18 5.20 6.78 4.81 8.58 11.4 4.000 0.125 2.28 1.94 4.85 2.43 1.58 7.27 4.000 0.188 3.37 2.87 6 3.48 1.56 10.4 4.000 0.250 4.41 3.75 8.83 4.41 1.53 13.2 4.000 0.375 6.39 5.44 12.0 6.02 1.49 17.9 4.000 0.500 8.23 700 14.6 7.29 1.44 21.4 January 2005 w w TABLE 24 - RECTANGULAR TUBES b Designation 0.688 0.332 0.332 RT 1 x 1 1/2 x 1/8 RT1x2x1 /8 RT1x21/2x1/8 RT1 x3x1/8 RT1 x 4 x 1/8 RT11/4x2x1/8 RT 1 1/4 x 2 1/2 x 1/8 RT11/4x3x1/8 Depth Width Thickness d b t in. in. in. 1.000 1.000 1.000 1.000 1.000 1.250 1.250 1.250 1.500 2.000 2.500 3.000 4.000 2.000 2.500 3.000 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 Weight lb/ft 0.662 0.809 0.956 1.10 1.40 0.882 1.03 1.18 Area A 1n Axisxx 1 x in s in r in. Axis y -y 1 in s, in 0. ,. 0.0811 0.105 0.813 0.129 0.938 0.153 1.19 0201 0.750 0.875 1.00 0.180 0.219 0.259 0.162 0.210 0.258 0.307 0.403 0.288 0.351 0.415 0.380 0.391 0.399 0.404 0.412 0.489 0.501 0.509 0.159 0.590 0.950 2.04 0.387 0.678 1.08 0.212 0.472 0.633 1.02 0.387 0.543 0.720 0.532 0.695 0.852 1.01 1.31 0.718 0.881 1.04 J in 0.161 0.245 0.332 0.422 0.605 0.371 0.510 0.654 RT 1 1/2 x 1 3/4 x 1/8 1.500 1.750 0.125 0.882 0.750 0.248 0.331 0.575 0.318 0.364 0.652 0.416 RT 1 1/2 x 2 x 1/8 1.500 2.000 0.125 0.956 0.813 0.278 0.370 0.585 0.442 0.442 0.737 0.511 RT 1 1/2 x 2 x 1/4 1.500 2.000 0250 1.76 1.50 0.438 0.583 0.540 0.719 0.719 0.692 0.798 RT 1 1/2 x 21/2 x 1/8 1.500 2.500 0.125 1.10 0.938 0.337 0.449 0.599 0.767 0.613 0.904 0.711 RT 1 1/2 x 3 x 1/8 1.500 3.000 0.125 1.25 1.06 0.396 0.528 0.611 1.21 0.806 1.07 0.919 RT 1 1/2 x 3 x 3/16 1.500 3.000 0.188 1.82 1.55 0.533 0.711 0.586 1.68 1.12 1.04 1.24 RT 1 1/2 x 4 x 1/8 1.500 4.000 0.125 1.54 1.31 0.515 0.686 0.626 2.51 1.25 1.38 1.35 RT 1 1/2 x 6 x 1/8 1.500 6.000 0.125 2.13 1.81 0.752 1.00 0.644 7.20 2.40 1.99 2.25 RT 1 3/4 x 2 x 1/8 1.750 2.000 0.125 1.03 0.875 0.401 0.458 0.677 0.497 0.497 0.753 0.663 RT 1 3/4 x 2 1/4 x 1/8 1.750 2.250 0.125 1.10 0.938 0.442 0.506 0.687 0.661 0.588 0.840 0.795 RT 1 3/4 x 2 1/2 x 1/8 1.750 2.500 0.125 1.18 1.00 0.484 0.553 0.696 0.855 0.684 0.925 0.931 RT 1 3/4 x 2 3/4 x 1/8 1.750 2.750 0.125 1.25 1.06 0.525 0.600 0.703 1.08 0.785 1.01 1.07 RT 1 3/4 x 3 x 1/8 1.750 3.000 0.125 1.32 1.13 0.566 0.647 0.710 1.34 0.892 1.09 1.21 RT 1 3/4 x 3 1/2 x 1/8 1.750 3.500 0.125 1.47 1.25 0.649 0.742 0.721 1.96 1.12 125 1.50 RT 1 3/4 x 4 x 1/8 1.750 4.000 0.125 1.62 1.38 0.732 0.836 0.730 2.74 1.37 1.41 1.80 RT 1 3/4 x 4 1/2 x 1/8 1.750 4.500 0.125 1.76 1.50 0.814 0.931 0.737 3.69 1.64 1.57 2.11 RT 1 3/4 x 5 x 1/8 1.750 5.000 0.125 1.91 1.63 0.897 1.03 0.743 4.83 1.93 1.72 2.41 RT 1 3/4 x 5 x 3/16 1.750 5.000 0.188 2.82 2.40 1.23 1.41 0.717 6,91 2.76 1.70 3.33 RT 1 3/4 x 6 x 1/8 1.750 6.000 0.125 2.21 1.88 1.06 1.21 0.753 7.74 2.58 2.03 3.04 Bottom r 1 "x2 "x4a " 5' -0' 12" Dim GENERAL STRUCTURAL NOTES Top rail 1 "x2 "xY8" 1. Aluminum Fence was design in accordance with the Florida Building Code, 2007 (chapter 1612 2.1) and ASCE 7 -05 2. Concrete All concrete to attain a minimum ultimate compressive strngth of 3,000 psi aggregates to be clean and well graded, maximum size 1" Concrete slump• 3" min. to 5" max. 3. Post Embedment: 30 ", 6" clear from bottom. 4. All aluminum parts are 6061 -T6 alloy. -- Footing (typ.) 3,000 psi concrete 5. It shall be the responsibility of the contractor to verify the following: -The stability of the soil where the footing will be poured. -The site specific project criteria. such as but not limited to, local code requirements, etc. - Contact the Engineer if different type of material (aluminum alloy 6063 -T6 or any other) will be use. Post 2 "x2 "x %8" 5' -0' (max.( ELEVATION VIEW Scale 5' -0' 4 ' 5' -0" Picket 5" o.c. 4 1",x1 "x %8" Picket Cal 5" o.c - -- 1 "x1 "x%" Cot Ground iI • Top roil 1 "x2 "x1/ " Post 2 "x2 "x /8" Bottom rail 1 "x2 "x %8" I 1 = II . 1 , RE'./ I S I ONS DES:PIP�ION DATE DES, ^P1F V'/v V. M. engineering, Inc. 11278 SW 153rd PL Miami, Florida 33196 Certificate of Authorization No. 27633 Morgan Villanueva, P.E. No. 60292 /'RAM/ PT. EJ 7a ALUMINUM FENCE 5 FT. HIGH SECTION & ELEVATION Owner° Bet t y Matz 10090 NE 12th Ave, Miami Shores,FL. 33138 SHEET NO. S - I Ground _-` , -'- 1 1 , � � I _ - --: - , = 1 i �, I— - Bottom r 1 "x2 "x4a " 5' -0' 12" Dim GENERAL STRUCTURAL NOTES Top rail 1 "x2 "xY8" 1. Aluminum Fence was design in accordance with the Florida Building Code, 2007 (chapter 1612 2.1) and ASCE 7 -05 2. Concrete All concrete to attain a minimum ultimate compressive strngth of 3,000 psi aggregates to be clean and well graded, maximum size 1" Concrete slump• 3" min. to 5" max. 3. Post Embedment: 30 ", 6" clear from bottom. 4. All aluminum parts are 6061 -T6 alloy. -- Footing (typ.) 3,000 psi concrete 5. It shall be the responsibility of the contractor to verify the following: -The stability of the soil where the footing will be poured. -The site specific project criteria. such as but not limited to, local code requirements, etc. - Contact the Engineer if different type of material (aluminum alloy 6063 -T6 or any other) will be use. Post 2 "x2 "x %8" 5' -0' (max.( ELEVATION VIEW Scale 5' -0' 4 ' 5' -0" Picket 5" o.c. 4 1",x1 "x %8" Picket Cal 5" o.c - -- 1 "x1 "x%" Cot Ground iI • Top roil 1 "x2 "x1/ " Post 2 "x2 "x /8" Bottom rail 1 "x2 "x %8" I 1 = II . 1 , RE'./ I S I ONS DES:PIP�ION DATE DES, ^P1F V'/v V. M. engineering, Inc. 11278 SW 153rd PL Miami, Florida 33196 Certificate of Authorization No. 27633 Morgan Villanueva, P.E. No. 60292 /'RAM/ PT. EJ 7a ALUMINUM FENCE 5 FT. HIGH SECTION & ELEVATION Owner° Bet t y Matz 10090 NE 12th Ave, Miami Shores,FL. 33138 SHEET NO. S - I