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ACT-12-9650Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 187800 Scheduled Inspection Date: July 31, 2013 Inspector: Rodriguez, Jorge Owner: Djordjevic, Mildred Johanny Job Address: 10130 N MIAMI Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Building Department Comments INSTALL AWNINGS Permit Number: ACT -5 -12 -965 Permit Type: Awnings /Canopies/Tents Inspection Type: Final Work Classification: Miscellaneous Phone Number 786 271 -7927 Parcel Number 1131010210060 INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 182842. CREATED AS REINSPECTION FOR INSP- 174133. Awning is not attached per plan. NB No access, permit and plans must be posted. NB Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 30, 2013 For Inspections please call: (305)762 -4949 Page 4 of 31 I °PIP °j NO ID 3.6' 3 ,(6 _a-- V b _o W °o �o = op b z 1.11, FIR NO D I— is 112° FIR J NO ID E... - -- v _m m U N L s State of Florida Professional Surveyor and Mapper 3 License No. 4512 0 LOT BLK I FESIDEP���E 144.00' (P) 5 89 °28'20" E 1 43.96' (M) _ 1/2° PIP NO ID O �b 5' CHAIN LINK FENCE (7YP) a 7.2' C0 vi . , . •• alb•;'• fit • LOT-9 8 ,9 BLK 1 d m a • CIA � 1 4 i v v� I/2 °FAR, N 8 °2709" W 14 � J O ' (M) D; APF . ommmVEPT SUBJECT TO COMPLIANCE WITH ALL Fl- I IAL e hereon d scribedQ Indtotheb �fiO AND Cnll�ITYRULES AND nFr'116,161lk�% represents' N.E. I O 1 5T A.VfHUE et forth by the Ronda Board in Chapter 5J -17 of the 30 O 15 30 GRAPHIC SCALE (In Feet) N 1 inch = 30' ft. s Use of This Survey for Purposes other than Intended, Without Written Verification, will be at the User's sole Risk and Without Liability to the Surveyor. 7, Nothin hereon shall be Constred to Give ANY Ri hu or Benefits to Anyone Other than those Certified. -0 v POINTS OF INTEREST; None Visible I r CITY CLEVELAND STATE OHIO 44113 Certification is hereby rnocaie tnar: j :necic a or .A ❑ (a) The articles described at the bottom of this Certificate have been• treated with a flame— retardant chemical approved and registered by the State Fire Marshal and that the application of sold chemical was done in conformance with the low of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used _ Chem. Reg. No. Method of application ^ (b) The articles described at the bottom hereof are made from a flame- resistant fabric or material registered and approved by the State Fire Marshal for such use. Trade name of flame - resistant fabric or material used_ ERE INERCD VIN YQeg. No. F- rSb9O1,_. The flame Retardant Process Used WILL NOT -Be Removed By Washing PETER COHEN By STEPHANIE MUTIERT, 0 C MANAGER Name of Productoon Suoermtender 1^e We-hereby ceoify*s to'be "u y o or giii- of"CER'TfFtCAT'E tvF FL'4M RFSISTA issu _qa to us "original copy" of which has been filed with the California State Fire Marshal, TRi VANTAGE. LLC By S Control/ lot # Quantity 41. 000 YD _ Customer order # CARLOS Description CP2746 -62 OCEAN BLUE Tri Vantage, LLC InvoiceV9S4818 Product Code 857246 SPECIALTY AWNING INC. 6606 NW 72 AVE MIAMI FL 33165 Roject: CANOPY FRAMING DESIGN George Akouri, Akouri Consulting Engineers July 30, 2012 JOHANNY DJORDJEVIG 10130 N. MIAMI AVE MIAMI SHORES Model Summary Structure Type: Space Frame 57 Nodes, and 276 Degrees of Freedom 84 Member Elements The model is linear. The model will have 276 unique mode shapes. 57 Nodes, and 276 Degrees of Freedom The size of the model is: 21.500 ft, in the X direction 8.6600 ft, in the Y direction 11.583 ft, in the Z direction Project Notes THIS DESIGN WAS PERFORMED TO CONFIRM THAT THE ASBUILT CANOPY COMPLIES WITH THE FLORIDA BUILDING CODE 2010. THE REMOVABLE COVEr MUST BE REMOVED AT WIND SPEED EXCEEDING 75 MPH. CANOPY FRAMING DESIGN Akouri Consulting Engineers, George Akouri JOHANNY DJORDJEVIC 10130 N. MIAMI AVE MAN SHORES Jul 30, 2012; 12:17 PM Design View, Unity Checks IES VisualAnalysis 9.00.0030 7 ": :r L Design Groups WON a t IO is # tN� e purr, T 9W J Group/Mesh Elements LL Factor Unity Design Sha' a Overstren ` h Steel Beam X G01 43 1.0000 0.4516 -NA- No Steel Beam Z G03 4 1.0000 0.0676 Pi e1 -1 /2STD No Steel Beam Z G05 2 1.0000 0.1353 Pi e1 -1 /2STD No Steel Column G02 17 1.0000 0.7024 -NA- No Steel Column G07 2 1.0000 0.0002 Pi e1 -1 /2STD No Steel Roof Z G04 14 1.0000 0.4059 Pi e1 -1 /2STD No Steel Roof Z G06 2 1.0000 0.0712 Pi e1 -1 /2STD No Page 1 Visua/Analysis 9.00 (www.iesweb.com) Project: CANOPY FRAMING DESIGN George Akouri, Akoud Consulting Engineers July 30, 2012 JOHANNY DJORDJEVIC 10130 N. MIAMI AVE MIAMI SHORES Nodal Extreme Reactions Node FX FY FZ . = MX.: MY MZ BmX004 -2 lb lb lb lb-ft' lb-ft lb-ft N001 - 29.3971 37 - 389.7508 37 - 0.7384 1 -NA- -NA- -NA- N001 7.6351 35 132.7187 1 40.2058 38 -NA- -NA- -NA- N2 - 28.3103 37 - 31.0645 37 -9.7762(l) - 34.9795 1 - 64.5767 37 - 30.2870 37 N2 6.9670 30 23.7226(l) 114.6236 38 61.3756 37 15.9905 35 7.6621 35 N003 - 1.0164 30 - 25.3888 37 - 52.1308 38 - 34.0551 1 - 2.4590 30 - 33.6382 37 N003 3.6758 37 29.4977 30 12.0764(l) 60.5836 37 9.1886(37) 10.3577 35 N011 - 7.7368 30 - 409.0232 37 - 0.7386 31 -NA- -NA- -NA- N011 29.9769 37 135.8638 1 40.1987 38 -NA- -NA- -NA- N013 - 4.0107 37 - 25.5118 37 - 51.6371 38 - 33.6081 1 - 10.0219 37 - 10.1783 35 N013 0.9701 35 29.2144 35 12.1633(l) 62.0109 37 2.3595 35 34.3949 37 N019 - 6.8048 35 - 31.9815 37 -9.6675(l) - 34.5793 1 - 15.6838 35 - 7.5813 35 N019 28.7734 37 23.5145(l) 114.2425 38 63.1021 37 65.5634 37 31.0180 37 N038 - 0.6928 37 - 49.5347 37 - 1.5774 30 - 32.4276 1 - 1.5719 37 - 41.0620 37 N038 0.1205(l) 19.8995(l) 5.1615 37 129.7832 37 0.5421 30 9.7502(l) N039 - 0.3253 37 - 35.5841 37 - 0.8550 37 - 19.7359 1 - 0.8861 37 - 6.8512 30 N039 0.0604(l) 16.2096(l) 0.2327(l) 80.9922 37 0.1959(1) 29.9885 37 N040 - 0.4264 37 - 168.0434 37 - 0.6201 1 - 99.5845 1 - 0.0821 1 - 15.0596 37 N040 0.1059 30 44.1680(l) 2.0186 37 435.4726 37 0.9182 37 2.3396 35 N041 - 0.1534 34 - 94.0225 37 - 0.8087 37 - 49.7653 1 - 0.2602 30 -4.0625(l) N041 0.0007 38 28.0049(l) 0.2498(l) 219.4309 37 1.0999 37 19.9847 37 N042 - 0.0626 30 - 96.3989 37 -0.2457(l) - 50.0810 1 - 0.2036 31 - 7.6501 31 N042 0.1077 37 28.7150(l) 1.0451 37 217.3051 37 1.1088 37 35.2225 37 N043 - 0.2224 31 - 73.7775 37 - 2.0688 35 - 42.5961 1 - 1.2759 37 - 11.6890 31 N043 0.7618 37 24.9736 31 6.3114 37 177.2196 37 0.1397 31 52.8303 37 Member Unitv Checks Member Unity Check Model Sha a Design Sha a Material Reference BmX004 -2 0.0027 Strong Flexure Check Pi e1 -1 /2STD -NA- ASTM A36 F8 -1 BmX004 -8 0.0027 Strong Flexure Check Pi e1 -1 /2STD -NA- ASTM A36 F8 -1 BmX004 -9 0.1659 Torsion Shear Check Pi e1 -1 /2STD -NA- ASTM A36 1-13 -1 BmX004 -10 0.0719 Torsion Shear Check Pi e1 -1 /2STD -NA- ASTM A36 H3 -1 BmX004 -11 0.0321 Torsion Shear Check Pi e1 -1 /2STD -NA- ASTM A36 1-13 -1 BmX004 -12 0.4516 Combined Torsion Check Pi e1 -1 /2STD -NA- ASTM A36 H3 -6 BmX004 -13 0.1371 Torsion Shear Check Pi e1 -1 /2STD -NA- ASTM A36 1-13 -1 BmX004 -14 0.1904 Torsion Shear Check Pi e1 -1 /2STD -NA- ASTM A36 H3 -1 BmX004 -15 0.0947 Torsion Shear Check Pi e1 -1 /2STD -NA- ASTM A36 1-13 -1 BmX004 -16 0.2592 Combined Torsion Check Pi e1 -1 /2STD -NA- ASTM A36 H3 -6 BmX004 -17 0.0370 Torsion Shear Check Pi e1 -1 /2STD -NA- ASTM A36 H3 -1 BmX004 -18 0.2420 Combined Torsion Check Pi e1 -1 /2STD -NA- ASTM A36 1-13 -6 BmX005 -2 0.1819 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 1-11 -1b BmX005 -4 0.2420 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 1-11 -1b BmX005 -5 0.2630 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 1-11 -1b BmX005 -9 0.2604 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 1-11 -1b BmX005 -11 0.1950 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b BmX005 -12 0.2182 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b BmX005 -13 0.2192 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 1-11 -1b BmX005 -14 0.3124 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 1-11 -1a BmX005 -15 0.3302 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1a BmX005 -16 0.3345 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1a BmX005 -17 0.3396 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 1-11 -1a BmX005 -18 0.3271 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 1-11 -1a BmX005 -19 0.2806 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 1-11 -1a BmX005 -20 0.2270 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b BmX005 -21 0.1810 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 1-11 -1b BmX006 -2 0.2332 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b Page 2 VisualAnalysis 9.00 (www.iesweb.com) Project: CANOPY FRAMING DESIGN George Akouri, Akouri Consulting Engineers July 30, 2012 JOHANNY DJORDJEWC 10136 N. MIAMI AVE'MIAMI .SHnRFS BmX006 -3 0.2248 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b BmX006 -4 0.2382 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b BmX006 -5 0.3581 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 1-11 -1a BmX006 -6 0.3521 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 1-11 -1a BmX006 -7 0.3528 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1a BmX006 -8 0.3435 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1a BmX006 -9 0.2626 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b BmX006 -10 0.2306 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b BmX006 -11 0.2490 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b BmX013 -1 0.1436 Combined Check Pi e1 STD -NA- ASTM A36 H1 -1b BmX013 -2 0.0716 Combined Check Pi e1 STD -NA- ASTM A36 H1 -1b BmX013 -3 0.0647 Combined Check Pi e1 STD -NA- ASTM A36 H1 -1b BmX013 -4 0.0456 Combined Check Pi e1 STD -NA- ASTM A36 H1 -1b BmX013 -5 0.0470 Combined Check Pi e1 STD -NA- ASTM A36 H1 -1b BmX013 -6 0.1506 Combined Check Pi e1STD -NA- ASTM A36 H1 -1b COL001 0.2501 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b COL001 -0 0.2562 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b COL002 0.1726 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b COL002 -0 0.1855 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b COL003 0.0266 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b COL003 -0 0.0277 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b COL004 0.1384 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b COL004 -0 0.1439 Combined Check Pi e1 -1 /2STD -NA- ASTM A36 H1 -1b COL005 0.6663 Combined Check Pi e1STD -NA- ASTM A36 H1 -1b COL006 0.5490 Combined Check Pi e1STD -NA- ASTM A36 H1 -1b COL007 0.3915 Combined Check Pi e1 STD -NA- ASTM A36 H1 -1b COL008 0.2436 Strong Flexure Check Pi e1 STD -NA- ASTM A36 F8 -1 COL009 0.0164 Combined Check Pi e1 STD -NA- ASTM A36 H1 -1b COL010 0.1870 Combined Check Pi e1STD -NA- ASTM A36 H1 -1b C01-011 0.3936 Combined Check Pi e1 STD -NA- ASTM A36 H1 -1b COL012 0.5677 Combined Check Pi e1STD -NA- ASTM A36 H1 -1b COL013 0.7024 Combined Check Pi e1STD -NA- ASTM A36 H1 -1b RBZ001 -1 0.0604 Combined Check Pi e1 -1 /2STD Pi e1 -1 /2STD ASTM A36 H1 -1b RBZ001 -2 0.0606 Combined Check Pi e1 -1 /2STD Pi e1 -1 /2STD ASTM A36 H1 -1b RBZ001 -3 0.0666 Combined Check Pi e1 -1 /2STD Pi e1 -1 /2STD ASTM A36 H1 -1b RBZ001 -4 0.1309 Combined Check Pipet -1 12STD Pipet -1 /2STD ASTM A53 Grade B H1 -1b RBZ001 -5 0.0676 Combined Check Pi e1 -1 /2STD Pi e1 -1 /2STD ASTM A36 H1 -1b RBZ001 -6 0.1353 Combined Check Pipet -1 /2STD Pipet -1 /2STD ASTM A53 Grade B H1 -1b RBZ002 -1 0.0415 Torsion Shear Check Pi e1 -1 /2STD Pi e1 -1 /2STD ASTM A36 H3 -1 RBZ002 -2 0.0409 Torsion Shear Check Pi e1 -1 /2STD Pi e1 -1 /2STD ASTM A36 H3 -1 RBZ002 -3 0.0544 Combined Check Pi e1 -1 /2STD Pi e1 -1 /2STD ASTM A36 H1 -1b RBZ002 -4 0.0681 Combined Check Pipet -1 /2STD Pipet -1 /2STD ASTM A53 Grade B H1 -1b RBZ002 -5 0.0712 Combined Check Pipet -1 /2STD Pipet -1 /2STD ASTM A53 Grade B H1 -1b RBZ002 -6 0.0551 Combined Check Pi e1 -1 /2STD Pi e1 -1 /2STD ASTM A36 H1 -1b RBZ003 --- 1- 1 0.1211 Strong Flexure Check Pipet -1 /2STD Pipet -1 /2STD ASTM A36 F8 -1 RBZ003 --- 1- 2 0.2341 Combined Check Pipet -1 /2STD Pipet -1 /2STD ASTM A36 H1 -1b RBZ003 - -0- 1 0.1480 Strong Flexure Check Pipet -1 /2STD Pipet -1 /2STD ASTM A36 F8 -1 RBZ003 -0- 2 0.2998 Combined Check Pipet -1 /2STD Pipet -1 /2STD ASTM A36 H1 -1b RBZ003 -1- 1 0.1511 Strong Flexure Check Pipet -1 /2STD Pipet -1 /2STD ASTM A36 F8 -1 RBZ003 - -1- 2 0.2893 Combined Check Pipet -1 /2STD Pipet -1 /2STD ASTM A36 H1 -1b RBZ003 -0 -1 0.1533 Strong Flexure Check Pi e1 -1 /2STD Pi e1 -1 /2STD ASTM A36 F8 -1 Page 3 Visua/Analysis 9.00 (www.iesweb.com) • Project: CANOPY FRAMING DESIGN George Akouri, Akouri Consulting Engineers July 30, 2012 JOHANNY DJORDJEV,C 1nvin N miAmi nvF KmAK i cunRt:c RBZ003 -0 -2 0.4059 Combined Check Pi e1 -1 /2STD Pi e1 -1 /2STD ASTM A36 H1 -1b RBZ003 -1 0.1220 Strong Flexure Check Pi e1 -1 /2STD Pi e1 -1 /2STD ASTM A36 F8 -1 RBZ003 -2 0.2104 Combined Check Pi e1 -1 /2STD Pi e1 -1 /2STD ASTM A36 H1 -1b V001 0.0002 Axial Check Pipet -1 /2STD Pipet -1 /2STD ASTM A53 Grade B E3 -2FB V001 -0 0.0002 Axial Check Pipet -1 /2STD Pipet -1 /2STD ASTM A53 Grade B E3 -2FB Page 4 Visua/Analysis 9.00 (www.iesweb.com)