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WINDOWS/SHUTTERS/DOORSMiami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -314 Printed: 2/25/2003 Applicant: KIMBERLY FERREIRAS Owner: FERREIRAS KIMBERLY JOB ADDRESS: 1036 NE 96 ST Contractor MIAMI BEACH AWNING CO INC Contractor's Address: 3905 NW 31 AVENUE Local Phone: Parcel # 1132060143550 Permit Status: APPROVED Permit Expiration: 8/24/2003 Construction Value: $1,813.00 Work: AWNINGS ON 2 WINDOWS GARAGE DOOR & FRENCH DOOR Signed: Building Permit Page 1 of 1 Legal Description: 5 6 53 42 MIAMI SHORES SEC 3 PB 10 -37 E1 OFT LOT 15 & LOTS 13 & 14 Fees: Description Amount SD, 0 0 111. a D FEE2003 - 1190 Building Permit Application Fee $60.00 Total Fees: $€4!2O FEE2003 - 1191 CCF $1.20 Total Receipts: $0.00 Total Fees: $61.20 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paic` '� ► 9►_ i►_{ Y4Y- 4►- A: t►- 9►_ M= 4►_ qY: q►_ 4► ^ 0_q1._M 41.41.. +V 1 ►�q ►_q ►_A ►_4 ►_N - q► 5►_ 4►_ F ► ► 'q ►_q ►- 4Y+1 ►- q ►_.q ►_M1f_4 ►_q V 4V q ► ►_M1 ► -� ►' q ►'.•D AV q► .1 ► -+1V 1► .1► q► 4► A► A ►AVNV qYT' q►'tf'�1►:Y= +� =q►d This Permit is granted to the contractor o ordinances pertaining thereto and with the I. and approved by the proper municipal authc authorization. A further condition upon whit ordinances and regulations pertaining to the by his agents, servants or employees. In consideration of the issuance to me of with the plans, drawings, statements or spe myself, my agent, servants or employes. 2 6 Pay to the order of For MIAMI BEACH AWNING COMPANY DBA MIAMI AWNING COMPANY 3905 NW 31 AVE PH 305- 576 -2029 MIAMI, FL 33142 BANK OF AMERICA 02992 FL Date 404/A 10668 63 -4 3l 303 6 0 $ (p / 06 Dollars - ....... Design Wind Pressure for Canvas Awning Wind Code: Wind speed (mph) Importance Factor Height Z := 15•ft Exposure_category := "C" K 1 Cf:= 1.2 lb qz := 0 . 00256 •Kz•Kzt•Kd• V2.1. b q = 17.6 ft2 F := gz•G•Cf (1 + C LOAD ON FRFONT TRUSS TributaryWidth := 3.ft UniformLoad := TributaryWidth • Fdesign 1036 NE 96 ST ASCE 7 -98 MIAMI SHORES, FL V: =90 1:= 1.0 Kd:= 1.0 G:= 1.0 L b F =38 ft Fdesign := max F 10 lb Fdesign = 38 lb ft ft TributaryWidth = 1.5 ft UniformLoad = 571bft 1 1 C := 0.8 Z////° 7 W.A.SUTHERLAND, P.E. PE44353 12926 SW 133 CT. MIAMI, FL 33186 (305)255 -1948 CHECK MEMBER 12 (SEE STAAD OUTPUT) SECTION PROPERTIES: Nominal Diameter: ND := — -in 4 OD = 1.1 in ID = 0.8 in rc (OD — ID 4 4 I •— I = 0.0370 in r := 64 3.142•(OD — ID 3 S:= S =O.lin 32.OD J OD 2 + ID 4 r= 0.334 in ( OD — ID 2 2) Area := Area = 0.33 in 4 Weight := 490• lb •Area Weight = 1.13211) ft 1 ft 3 OD t 8970 k ksi 0.448• = 360.9 F Y = 9.3 2070 n p •_ X = 57.5 F ksi = 249.17 OD (OD — 21) 3 Z:= Z =0.lin 6 6 M := F Z M = 3.6 kip• in M := F } • S M = 2.5 kip•in F Y •= 36•ksi E := 29000•ksi OD — ID t:= t =0.lin 2 2 OD M := Moment_capacity := 4b•Mn Applied_Moment := 0.081 •kip•ft M := Applied_Moment• 1.3 if(M > Moment capacity, "N.G" , "Moment capacity is O.K. ") = "Moment capacity is O.K." DESIGN FOR COMPRESSION L := 6-ft 4)c := 0.85 K := LO K•L ry Ac. _ rn 0.114.E ^A r k =9.3 Q := Fcr nFM if k 0.0207 E nE— • + 1 •F•S if Xp <7,, <kr (OD) F t n 0.330E S if k >k < <0.448. E OD Fy F Y 0.0379E + 2 if k > r t 3 FY • (OD) F1.0 if ? <_k f 2 c j k = 2.42 k = 91.8 f <— [Q-(0.658 • a. z l ( 0.877\ F if ? 1.5 Moment_capacity = 0.3 kip•ft Q =1 3 (kb := 0.9 M = 4 kip • in M = 0.1 kip•ft DESIGN FOR COMBINED FLEXURE AND AXIAL FORCE Axial_compressive_force := 253•Ib (1) := 0.85 A := Area P := F A P = 0.22 (1 Pn :_ TENSION: Applied_tension := 199•lb Amount_requiredt Applied_tension Tension_allowable SHEAR: Uninfluenced allowable shear := 2040.1b Applied_shear := 344•Ib P := Axial_compressive_force• 1.3 A 0.33in P = 1.8 kip 8 Mu • 9 ��b M n/ Pu 8 Mu Pu i t- + >_0.2 4c'Pn 9 4b.Mn/ (1)c'Pn i / Pu \ if Pu < 0.2 2•,: tc if(I _< 1.0, "Member is O.K." , "N.G. ") = "Member is O.K." — 0.35 f := 1.0 Load adjustment factor for Bolt Spacing fcci := 1.0 Load adjustment factor for Edge Distance fcC2 := 1.0 Load adjustment factor for Edge Distance 1 = 0.56 CHECK ANCHOR BOLT AT CONNECTION TO WALL AMOUNT OF ANCHOR BOLTS REQUIRED: (Based on 3/8" Dia x 1-1/4" embedment into concrete, USING wedge ANCHORS) Calculate Allowable Tension Toad per bolt: Tension_allowable := Uninfluenced_ Allowable_Tension•f . fcC1 . fcC2 4 P = 0.3 kip Uninfluenced_Allowable_Tension := 390•lb Bolt_spacing:= 36.in Tension_allowable = 3901b ceil(Amount_requiredten) = 1 FsSI 1.0 Load adjustment factor for spacing Cact 12 ' in edge distance F := 1.0 Load adjustment factor for edge distance F := 1.0 Load adjustment factor for edge distance Shear_allowable := Uninfluenced_allowable_shear• FsS 1 • F i • Fc2 Shear_allowable = 2040 lb Amount_required = Applied_shear Shear_allowable CHECK ANCHORS FOR COMBINED TENSION AND SHEAR: Amount of bolts := 1 Applied_tension Applied_shear (Tension_allowable•Amount_of bolts) ( Shear_allowable • Amount_of bolts) if(I _< 1.0, "O.K." , "N.G. ") = "O.K." 5 ceil(Amount_required = 1 I = 0.68 Type L/C Name Primary 1 U Number of Nodes 11 Highest Node 11 Number of Elements 14 Highest Beam 14 Job Title Client Software licensed to W.A.Sutherland 8 Associates Inc Job Information I Structure Type SPACE FRAME I Number of Basic Load Cases Number of Combination Load Cases 1 0 ■ Included in this printout are data for: I All The Whole Structure Included in this printout are results for load cases: Print Time /Date 12/02/2003 14 39 I Job No Part Ref By Name: Date: Engineer 12- Feb -03 Checked Approved STAAD.Pro for Windows Release 2002 Sheet No 1 Date1 2 -Feb-03 Chd Rev File 1036.std 'Date/Time 12-Feb-2003 14:38 Print Run 1 of 4 Job Title Client Software licensed to W.A.Sutherland & Associates Inc Whole Structure Print Time /Date 12/02/2003 14 39 Part Ref By STAAD.Pro for Windows Release 2002 Job No Sheet No 2 D a te 12 -Feb-03 Chd Rev File 1036.std I Date/Time 12-Feb-2003 14:38 Print Run 2 of 4 Beam Node A Node B Length (ft) Property (3 (degrees) 1 3 2 3.473 1 0 2 2 1 3.473 1 0 3 6 5 3.473 1 0 4 5 4 3.473 1 0 5 3 9 3.000 1 0 6 2 10 3.000 1 0 7 7 11 3.000 1 0 8 2 7 0.500 1 0 9 5 8 0.500 1 0 10 9 6 3.000 1 0 11 10 5 3.000 1 0 12 11 8 3.000 1 0 13 11 10 0.500 1 0 14 10 9 3.473 1 0 Prop Section Area (in I (in I (in J (in Material 1 User Defined Pipe 0.345 0.038 0.038 0.076 1 Job Title Client Beams Software licensed to W.A Sutherland & Associates Inc Section Properties Beam End Forces Sian convention is as the action of the joint on the beam. Print Time /Date 12/02J2003 14 39 Job No Part Ref By File 1036.std Sheet No 3 Date12- Feb -03 Chd Rev Date/iime 12- Feb -2003 14:38 STAAD.Pro for Windows Release 2002 �� 21/ rint; 4 Axial Shear Torsion Bending Beam Node L/C Fx (Ib) Fy (Ib) Fz (Ib) Mx (kip My (kip Mz (kip 1 3 1:U 137.045 2.473 4.554 -0.002 -0.005 0.003 2 1:U - 137.045 -2.473 -4.554 0.002 -0.011 0.006 2 2 1:U - 164.151 -2.485 6.620 0.001 -0.015 -0.006 1 1:U 164.151 2.485 -6.620 -0.001 -0.008 -0.003 3 6 1:U 137.045 2.473 -4.554 0.002 0.005 0.003 5 1:U - 137.045 -2.473 4.554 -0.002 0.011 0.006 4 5 1:U - 164.151 -2.485 -6.620 -0.001 0.015 -0.006 4 1:U 164.151 2.485 6.620 0.001 0.008 -0.003 5 3 1:U 0.000 - 85.500 0.000 0.000 0.000 -0.043 9 1:U 0.000 - 85.500 0.000 0.000 0.000 0.0,3' Job Title Client Beams Software licensed to W.A Sutherland & Associates Inc Section Properties Beam End Forces Sian convention is as the action of the joint on the beam. Print Time /Date 12/02J2003 14 39 Job No Part Ref By File 1036.std Sheet No 3 Date12- Feb -03 Chd Rev Date/iime 12- Feb -2003 14:38 STAAD.Pro for Windows Release 2002 �� 21/ rint; 4 Job Title Client Software licensed to W A.Sutherland & Associates Inc Beam End Forces Cont... Reactions Print Time /Date 12/02/2003 14 39 Job No Part Ref By STAAD.Pro for Windows Release 2002 Sheet No 4 Date1 2-Feb-03 Chd Rev File 1036.std I Date/Time 12-Feb-2003 14:38 Print Run 4 of 4 Axial Shear Torsion Bending Beam Node UC Fx (Ib) Fy (Ib) Fz (Ib) Mx (kipft) My (kipft) Mz (kipft) 6 2 1:U - 263.723 - 33.888 - 12.541 0.004 0.014 -0.049 -4.554 10 1:U 263.723 33.888 12.541 -0.004 0.023 -0.052 7 7 1:U 252.549 - 113.593 - 10.878 0.002 0.010 -0.081 119.622 11 1:U - 252.549 - 57.407 10.878 -0.002 0.023 -0.004 8 2 1:U 113.593 252.549 - 10.878 -0.010 0.008 0.046 7 1:U - 113.593 - 252.549 10.878 0.010 -0.002 0.081 9 5 1:U 113.593 - 252.549 - 10.878 0.010 0.008 -0.046 8 1:U - 113.593 252.549 10.878 -0.010 -0.002 -0.081 10 9 1:U 0.000 - 85.500 0.000 0.000 0.000 -0.043 6 1:U 0.000 - 85.500 0.000 0.000 0.000 0.043 11 10 1:U - 263.723 33.888 12.541 -0.004 -0.023 0.052 5 1:U 263.723 - 33.888 - 12.541 0.004 -0.014 0.049 12 11 1:U 252.549 - 57.407 10.878 -0.002 -0.023 0.004 8 1:U - 252.549 - 113.593 - 10.878 0.002 -0.010 0.081 13 11 1:U 114.813 -0.000 - 21.757 -0.000 -0.004 -0.000 10 1:U - 114.813 0.000 21.757 0.000 0.015 -0.000 14 10 1:U 64.159 17.029 -0.000 0.000 0.000 0.023 9 1:U - 64.159 - 17.029 0.000 -0.000 0.000 0.036 Job Title Client Software licensed to W A.Sutherland & Associates Inc Beam End Forces Cont... Reactions Print Time /Date 12/02/2003 14 39 Job No Part Ref By STAAD.Pro for Windows Release 2002 Sheet No 4 Date1 2-Feb-03 Chd Rev File 1036.std I Date/Time 12-Feb-2003 14:38 Print Run 4 of 4 Horizontal Vertical Horizontal Moment Node L/C FX (Ib) FY (Ib) FZ (Ib) MX (kipft) MY (kipft) MZ (kipft) 1 1:U -6.620 - 80.564 - 143.042 -0.003 -0.006 0.004 3 1:U -4.554 - 152.417 119.622 -0.003 -0.003 -0.047 4 1:U 6.620 - 80.564 - 143.042 -0.003 0.006 -0.004 6 1:U 4.554 - 152.417 119.622 -0.003 0.003 0.047 9 1:U 0.000 - 218.037 46.839 0.036 0.000 0.000 Job Title Client Software licensed to W A.Sutherland & Associates Inc Beam End Forces Cont... Reactions Print Time /Date 12/02/2003 14 39 Job No Part Ref By STAAD.Pro for Windows Release 2002 Sheet No 4 Date1 2-Feb-03 Chd Rev File 1036.std I Date/Time 12-Feb-2003 14:38 Print Run 4 of 4 Type L/C Name Primary 1 U Number of Nodes 11 Highest Node 11 Number of Elements 14 Highest Beam 14 Number of Basic Load Cases 1 Number of Combination Load Cases 0 Punt Time /Date 12/02/2003 14 56 STAAD.Pro for Windows Release 2002 6'8' Lenz, Awrut'ue Ri Software licensed to W.A.Sutherland 8 Associates Inc Job Title Client Job Information Name: Date: Engineer 12- Feb -03 Checked Approved I Structure Type I SPACE FRAME I Included in this printout are data for: I All I p The Whole Structure Included in this a rintout are results for load cases: Job No Part Ref By File 1036.std Sheet No 1 Date 2- Feb -03 Chd Date/Time 12-Feb-2 Rev 003 14:54 JI Print Run 1 of 4 Job Title Client Software licensed to W A.Sutherland & Associates Inc Whole Structure Print Time /Date 12/02/2003 14 56 Part Ref By STAAD.Pro for Windows Release 2002 Job No Eile 1036.std Sheet No 2 Dated 2- Feb-03 Chd Rev Date/Time 12 -Feb -2003 14:54 Print Run 2 of 4 Beam Node A Node B Length (ft) Property R (degrees) 1 3 2 3.473 1 0 2 2 1 3.473 1 0 3 6 5 3.473 1 0 4 5 4 3.473 1 0 5 3 9 4.330 1 0 6 2 10 4.330 1 0 7 7 11 4.330 1 0 8 2 7 0.500 1 0 9 5 8 0.500 1 0 10 9 6 4.330 1 0 11 10 5 4.330 1 0 12 11 8 4.330 1 0 13 11 10 0.500 1 0 14 10 9 3.473 1 0 Prop Section Area 1,,,, IZZ J Material L/C Fx (Ib) (in (in (in (in Mz (kip 1 User Defined Pipe 0.345 0.038 0.038 0.076 1 Job Title Client Beams Software licensed to W.A.Sutherland & Associates Inc Section Properties Beam End Forces Sian convention is as the action of the joint on the beam. Print Time /Date 12/02/2003 14 56 Job No Part Ref By STAAD.Pro for Windows Release 2002 Sheet No 3 Dated 2- Feb -03 Chd File 1036.std I Date/iime 12-Feb-2003 14:54 Print Run 3 of 4 Axial Shear Torsion Bending Beam Node L/C Fx (Ib) Fy (Ib) Fz (Ib) Mx (kip My (kip Mz (kip i 1 3 1:U 190.068 6.760 9.974 -0.005 -0.011 0.008 2 1:U - 190.068 -6.760 -9.974 0.005 -0.023 0.016 2 2 1:U - 226.829 -6.776 14.001 0.002 -0.033 -0.016 1 1:U 226.829 6.776 - 14.001 -0.002 -0.016 -0.008 3 6 1:U 190.068 6.760 -9.974 0.005 0.011 0.008 5 1:U - 190.068 -6.760 9.974 -0.005 0.023 0.016 4 5 1:U - 226.829 -6.776 - 14.001 -0.002 0.033 -0.016 4 1:U 226.829 6.776 14.001 0.002 0.016 -0.008 5 3 1:U 0.000 - 123.405 0.000 0.000 0.000 -0.09/ 9 1:U 0.000 - 123.405 0.000 0.000 0.000 y 89e Job Title Client Beams Software licensed to W.A.Sutherland & Associates Inc Section Properties Beam End Forces Sian convention is as the action of the joint on the beam. Print Time /Date 12/02/2003 14 56 Job No Part Ref By STAAD.Pro for Windows Release 2002 Sheet No 3 Dated 2- Feb -03 Chd File 1036.std I Date/iime 12-Feb-2003 14:54 Print Run 3 of 4 Job Title Client Software licensed to W.A.Sutherland 8 Associates Inc Beam End Forces Cont... Reactions Print Time /Date 12/02/2003 14'56 Job No Part Ref By STAAD.Pro for Windows Release 2002 Sheet No 4 Date1 2 -Feb-03 Chd File 1036.std I Date/Time 12-Feb-2003 14:54 V71//d 3 Print Run 4 of 4 Axial Shear Torsion Bending Beam Node LJC Fx (Ib) Fy (Ib) Fz (Ib) Mx (kipft) My (kipft) Mz (kip - ft) 6 2 1:U - 495.457 - 40.610 - 15.941 0.014 0.028 -0.086 -9.974 10 1:U 495.457 40.610 15.941 -0.014 0.041 -0.090 7 7 1:U 471.483 - 157.760 - 15.821 0.010 0.024 -0.157 167.582 11 1:U - 471.483 - 89.050 15.821 -0.010 0.045 0.008 8 2 1:U 157.760 471.483 - 15.821 -0.024 0.018 0.079 7 1:U - 157.760 - 471.483 15.821 0.024 -0.010 0.157 9 5 1:U 157.760 - 471.483 - 15.821 0.024 0.018 -0.079 8 1:U - 157.760 471.483 15.821 -0.024 -0.010 -0.157 10 9 1:U 0.000 - 123.405 0.000 0.000 0.000 -0.089 6 1:U 0.000 - 123.405 0.000 0.000 0.000 0.089 11 10 1:U - 495.457 40.610 15.941 -0.014 -0.041 0.090 5 1:U 495.457 - 40.610 - 15.941 0.014 -0.028 0.086 12 11 1:U 471.483 - 89.050 15.821 -0.010 -0.045 -0.008 8 1:U - 471.483 - 157.760 - 15.821 0.010 -0.024 0.157 13 11 1:U 178.099 0.000 - 31.642 -0.000 -0.020 0.000 10 1:U - 178.099 -0.000 31.642 0.000 0.036 0.000 14 10 1:U 103.685 51.675 -0.000 -0.000 0.000 0.063 9 1:U - 103.685 - 51.675 0.000 0.000 0.000 0.116 Job Title Client Software licensed to W.A.Sutherland 8 Associates Inc Beam End Forces Cont... Reactions Print Time /Date 12/02/2003 14'56 Job No Part Ref By STAAD.Pro for Windows Release 2002 Sheet No 4 Date1 2 -Feb-03 Chd File 1036.std I Date/Time 12-Feb-2003 14:54 V71//d 3 Print Run 4 of 4 Horizontal Vertical Horizontal Moment Node UC FX (Ib) FY (Ib) FZ (Ib) MX (kipft) MY (kipft) MZ (kipft) 1 1:U - 14.001 - 108.439 - 199.344 -0.008 -0.013 0.009 3 1:U -9.974 - 213.336 167.582 -0.008 -0.007 -0.099 4 1:U 14.001 - 108.439 - 199.344 -0.008 0.013 -0.009 6 1:U 9.974 - 213.336 167.582 -0.008 0.007 0.099 9 1:U 0.000 - 343.690 63.523 0.116 0.000 -0.000 Job Title Client Software licensed to W.A.Sutherland 8 Associates Inc Beam End Forces Cont... Reactions Print Time /Date 12/02/2003 14'56 Job No Part Ref By STAAD.Pro for Windows Release 2002 Sheet No 4 Date1 2 -Feb-03 Chd File 1036.std I Date/Time 12-Feb-2003 14:54 V71//d 3 Print Run 4 of 4 CERTIFIED TO: ;z -o w-1 m z t7 We— IOTH AVE. -- - J - O 31 N N n - z N 0 oN ( 2.4 .2' 24.. eel J. Bonfill & Anotflhte , 1 R egistered Land Surveyor, Slate of Florida 9380 S.W. 72nd STREET IAIAMI,FL 33173 SUITE 286 (305) 598 -8383 FAX (306) 598 -0023 PL- COVERED c /`? 9 S� N E 110.00 15 • DATE: SS REVISION: REVISION: CUENT: ORDER NO el ASPHALT TF a. 7.1' 1 d- 1243 3.1 PL. WE HEREBY CERTIFY: That the attached AS -BUILT SURVEY of the above described property is truo and correct to the best of our knowledge and belief as recently surveyed under our direction, also that there are no above ground encroachments unless shown, and meets the minimum technical standards set forth by the FLORIDA BOARD OF LAND SURVEYORS. Pursuant to Section 472.027 FLA Statutes and Chapter 2)H - H6 01 Florida Administrative Code. Examination of the obitroct of title will have to be made to determine recorded instruments, 11 any, affecting the property. Location and identification of utilities and /or adjacent to the property were not secured as such information was not requested. 0wnership Is subject to opinion of title. JUAN J. BONFlLL PROFESSIONAL LAN SURVEY() N0. 3179 STATE OF FLORIDA 12- Od-- `l7 °I 7 - 12 Wit- J Is-a' 11 % 71 Pa r(Lwa y THE NATIONAL FLOOD INSURANCE RATE MAP DATED d3 " Z19 q 4 PUBUSHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY OEIJNEATES THE HEREIN DESCRIBED (AND TO BE SITUATED WITHIN ZONE X COMMUNITY N0 17 - 04 •L pANF1 093 SUFFlX 'Cr anima z f� ALLE.) 0 34.& o.E . S T. 4) 0 t)) W 0 O . 5'CU2P, ABBREVIATIONS A/C - AIR CONORIONINC PAD A. - ARC DISTANCE BLDG. - BUILDING C. - CANOPY C.B.S. = CONCRETE BLOCK STRUCTURE C.C. - CURB & CUTTER CH. = CHORD DISTANCE CL - CLEAT C/L = CENTER UNE CONC. - CONCRETE C.S. - CONCRETE SUB ENC. - ENCROACHMENT E.T.P. - ELECTRIC TRANSFORMER PAD F.H. - FIRE HYDRANT F.I.P. - FOUND IRON PIPE F.N.D. - FOUND NAIL & DISK F.R. - FOUND REBAR H. - HEIGHT LF.E. - LOWEST FLOOR ELEVATION LP. - LIGHT POLE M.D.E. - MAI1UW(CE & MIME EASEMENT MEAS. - MEASURED MH - MANHOLE ,Mjlnnr - MONUMENT LINE W000 FENCE — = CHAIN LINK FENCE C.B.S. WALL .,w = ELEVATIONS - DIAMETER oonu mrnr, X X Tr N 0 PL. v CO 0 7C • CD r rT C) 2- r AND LEGEND M.S. - METAL SHED ON CONCRETE N.G.V.D. - NATIONAL GEODETIC VERTICAL DATUM N.T.S. - NOT TO SCALE 0.E. - OVERHEAD ELECTRIC UNE O.R.B. = OFFK UL RECORDS BOOK P.B. - PUT BOOK P.C.P. = PERMANENT CONTROL POINT PC. - PACE P.O.B. _' POINT OF BEGINNING P.O.C. - POINT OF COMMENCEMENT P.R.N. - PERMANENT REFERENCE MONUMENT PL - PUNTER P/L - PROPERTY UNE R. - RADIUS RAD. - RADIAL REC. - RECORD RES. - RESIDENCE R/W - RIGHT -OF -WAY SEC. - SECTION S.I.P. - SET IRON PIPE N0. LS. 3179 STY. - STORY SWK. - SIDEWALK T. - TANGENT U.E. - UTIUTY EASEMENT U.P. - UTILITY POLE V.C. = VALLEY GUTTER W.M. - WATER METER W.V. = WATER VALVE - CENTRAL ANGLE LOAD CAPACITIES FOR LOK /BOLT IN CONCRETE EMBED. TORQUE 2000 PSI 4000 PSI 6000 PSI sax WM MU. TENSION SiffAR TENSION SHEAR 712431134 SHEAR 1/4' 1 -1/9' 4 L190 1.520 1,440 1.630 1.730 1.670 5/16' 1 -1/2' 8 1.590 2,039 1,750 2,015 2.110 2400 3/9' 15/8' 16 2.200 3,070 2.700 3,250 3,300 3.363 1/4' 1 -0/9' 29 3,500 4,050 5,015 6,372 5275 6,145 5/16' L -12' 60 4,060 9.950 6,345 10,255 9,725 10,620 3/9' 1-5/8' 90 5,530 15,215 9.135 16.615 11,900 16,725 LOAD CAPACITIES FOR LOK /BOLT° IN HOLLOW BLOCK EMBED. TORQUE SIZE DEPTH OT.i9SJ ASTM C -90 BLOCK TENSION SHEAR 1/4' 1 -1/8' 2-4 1,200 1,700 5/16' 1-1/2' 6-8 1,430 1.970 3/8' 1 -12' 12-16 1.700 '2160 1/2' 1 -1/2' 22-26 2,460 2.640 0 Fe \l‘ E\2 // O o 1 - 3 /g1 Ilk TRACK AND HEAD DETAIL1 typical 3/18'd x 1.5'w x 21 S1E0. PLATE ANCHORED WTM (1) 3/8' x r Waoce. ,0.10.1. BOLTED INTO CONC. max. 3' -0' o.c. N.TS si FLATE DEVIL ASov GENERAL NOTES .1 ' 74 X 2" x 311 ?LATE. ATT,y CA EX) TO r17NC_ . .WALL u3j 3 /8'lx 3" 3 EDC &a-\C -o12 ?LATE DETA I L - L All tubing to be ALLIED 50/55 with Gatorshield All pipe to be ASA Schedule 40, galvanized 2 All welds shall comply with the A.W.S. Code (latest edition). 3. All welds covered with corrosion reslstont coating. 4. All structures designed In accordance with the following Codes (latest edition). A. Florida Building Code, ASCE 7 -98 5 Awning covers shall be removed during periods of high windsi specifically, winds In excess of 7S m.p.h. 6. Alt connections shall be fully welded CLM.N.), 7. All frames have been designed using rational analysis. PC O , I C <E6011 3/16 4- u w Ct a sL uJ z V f J 0 WN a rl u p 2 0 A U 05 3 Da 4 m � 0 LOAD CAPACITIES FOR LOK /BOLT TM IN CONCRETE EMBED. TEIRQUE 2000 PSI 4000 PSI 6000 PSI sm . ma fl TD4S07N S1ffAR TEN= SHEAR TENSION SHEAR 114' 1 -1,8' 4 - 1,190 1,520 1,440 1.630 1,730 L670 5/16' 1 -1,2' 8 1,590 2.015 6,750 2.015 2,110 2407 3/8' 1-5/0' 16 2.200 ' 3,070 2.700 3,250 3,300 3,363 1/4' 1 -1/e' 28 3500 -- 4250 5,015 6,372 5,275 6445 5/16' 1-1/2' _ 60 4,060 9.950 6,349 10255 8,729 10,620 3/8' 1-5/8' 90 5,530 15,215 9.135 16,615 11,900 16,725 LOAD CAPACITIES FOR LOK/BOLTT IN HOLLOW BLOCK EMBER TOROUE ST E DEPTH (9M{315.3 ASTM C -90 BLACK TENSION SHEAR 1/4' 1 -1,8' 2-4 1200 1,700 5/16' 1-1/2' 6 1.430 1.970 3/8' 1 -12' 12-16 1.700 2,184 1/2' 1 -1/2' 22 -26 2,460 2,640 p A 8�_ 8(' ?LAM V (Eki 1 1 _ o vAL . 5 C T (ON A- A 3/1S�� PLATE x 2� ANCHORED WITH (1) 3/e' x 3' 6 .1Ej.:4E QMC}l. BOLTED INTO CONC. max. 3'-0' 0.0. TRACK AND HEAD DETAIL' .typical N.TS 1l x 2" 3" FLAT -ATTA C:\ ED - 1 - 0 ( )NC BALL uo 1 c: 61B")‹ 3" E.DC aN\ C c ■2, PLATE E [ L GENERAL NOTES 1.. All tubing to be ALLIED 50/55 with Gatorshleld. All pipe to be ASA Schedule 40, galvanized. a AU welds shall comply with the A.W.S. Code (latest edition). 3. AU welds covered with corrosion resistant coating. 4. AU structures designed In accordance with the following Codes (latest edition). A. Florida Building Code, ASCE 7 -98 5. Awning covers shall be removed during periods of high winds; specifically, winds In excess of 15 m.p.h. 6. AU connections shall be fully welded (U.O.N.). 7. AU frames have been designed using rational analysis. h I ( <E6011 3/16 U W CI a a 0 m 3 W 0! . V W 01 z 5- 0, 90 '4 3 a 90 64 A APPROVED BY 1 D! € ZONING 2 -/c1.3 1/24/D3 STRUCTURAL ELECTRICAL PLUMBING MECHM {ICAL ROOFING BLDG .- OFFICIAL a SUBJECT TO CGII'LIAICE'Wi►H ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS. MIAMI SHORES VILLAGE ASSUMES NO RESPO;tiS 1LITIES FOR ACCUi `: OF OR RESULTS FROM THESE PLANS. COMPLIANCE WIN THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUF CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILDING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. f se MIAMI SHORES VILLAGE SECTION BY D TE Zoning &.. - 9 . (J Electrical Mechanical Plumbing Fire Public Works Structural i r 6 / Building Official 7 4 \0\�� Page 4 OFFICE USE ONLY CHECKLIST I, ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial 7 multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (S ecify & Attach) - $3.00 per page (Scanning Fee) Miami Shores Village n •o Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary • • . • • .. ❑ PROOF OF OWNERSHIP • ••• ❑ CONDO ASSOCIATION APPROVAL ,.,Attach) (Attach) • ❑ HRS / DERM ,4ISPRO\ 4J •: • . J bait APPROVAL (Restaurants) (Septic /.Sewer) • • • • • • ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ • • • • • • • • ••• • • • • • -i • • • • • •••• ••••••• • .. ••• •. • • . . • • • • •• ( x .6 x/1000 0) $ (¢.005 /sq.ft.) $ (0.01 /sq.ft.) • • • • • • •. • • PERMIT APPLICATION ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES SD p TOTAL $ REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 r .E. 2ND AVE., MIAMI SHORES, FL ° (305) 795 -2207 ° FAX (305) 756 -8972 ° http : / /www.miamishoresvillage.com ELEC'T'RICAL T1'Pr Minimum Fee QTY. TYPE Dryer .yry. TYI'I.: Oitle , ' pliance QTY. T) IT Service Repair Q'I' A/C Central 1 -3 Ton , Dryer Vents, Number of Fan - - - - - - Ventilation, Cost butt all • __ ;;,;, ;V _ Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump , Outlet, Switch y A- Fireplaces, Number of Signs A/C Central 8 -15 Ton 'Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps , MECHANICAL TYPE QTY. Minimum Fee 'TYPE Condensate Drain QTY. TYPE Generator Q'I'1'. TYPE QTY. Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUMBING TYPE A/C Condensate QTY. 'TYPE. Drains, Roof Q'I'Y. TYpE Miscellaneous Fixture QTY. TYI'li Soakage Pit QT Y. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 • • • ... • • • • &'.• • • • • • • • Na , C.414 PERMIT APPLICATION .. .. .. INSTRUCTIONS: Please indicate thhtype of wqrlkbeii Detfc med and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VLIDATI'yD ERVIIT ANDURMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to:• Monday throdgf 1Friday'fftln 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREVI ROtv1 INDbE•RII;. . 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQ,CIPMEI43T (TR. LEON W,1ND'MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. • •• ••• • • ' • ' • • • •• 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approvals required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. 1. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, C Si _ : ature of Owner i >( iIMbUIL P_Irli ..l S Print Name �1 wom to and subscribed before me this day of V\ C . C , gna SEAL, 1 e o .. Public L tk��'or rs r NTY OF MIAMI -DADE LLER Notary Public - Stet° of Florida • IYIy Comrnisebn Epics Apr 16, 2006 Commission # DD 109725 Bonded By National Notary Assn. Personally known OR, Produced Identification Type of Identification Produced: • • • • • • ... • •. •• • • • •.. • • • • • • • • • • • • • • • • • STATE OF FLORID Signatur Print SEAL: • • • • PERMIT APPLICATION CO Y OF MIAMI -DADE REBECCA " MITR l NOTARY PUBLIC STATE s FLORIDA COMMISSION NO. DD125781 MY COMMISSION EXP. UNE 13,2006 OR, Produced Identification Type of Identification Produced: CONTRACTOR �� r. Name /4�e 0,64e idAt ^'Aie me 44/ o �T A License No. C .. /2_ 7/ / �I Address 39 si /C/ ' , a/ 5 � .e/��e. A& ' rz.. 33/'/Z 1. Se 5/7 ` 222 9Fax 57 / 65/ Qualifier Name ft re_hQio_ / `)e/ A, , PROPERTY OWNER New Construction Name 1/ . yvi. 1,� n ,/I Fj� , ir , c �Y r U 1 /1J Enclosure Address 1oRpp�t, SSS � (�� LY 1V � � s.1.... . HccArv1. i S va_5 P1 331 Q� 0 Home Telephone ! ✓v '5) 1 -- 3 ^ (Q ( Pt - t Repair Business Telephone Alteration Interior Fax Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other Step 1. • • • • • • • ... • • • • • • • • • • ... • • • • • • • • • • • • • • •.. • • •.• • • • • • • ••• .. .. . ✓' 3 - 3/4- • • • St bsidiary Permit No. •. •. • • • • . . • • • • Jtster Permit No. • • PERMIT APPLICATION INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit appjitttioi igh ? sited, by property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more aecprale Qro{es=ing pf y411 applft tion. If roofing work will be done, a roofing application must be submit- ted along with this permit applicajige. • • • • • • • • • • Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, yop may be asked to submit additional information. A PPLICA'1'ION k Job Address: 1 C 15Lo LV E c i0 41 Address Folio Number lJ Lot 1 S /3 o( l7 Block 8 PB Subdivision Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other' AUJI1111q ARCHITECT Name License No. Address Telephone Fax tarqiShore5, ( F� 35 13 Apt. City State Zip t`i?escription of Work gWfUYZel'S Ufl Z WiracuS t rryc t- J Q frorT bxolc PG Zoning Linear Feet Square Feet Units Floors 1� alue of Work` a et Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ENGINEER Name License No. Address Telephone Fax CO cor Pay to the Order of OCiurMe American Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/5/2003 ACH RUT 063100277 Applicant: KIMBERLY Owner: FERREIRAS JOB ADDRESS: 1036 Contractor ROLLADEN INC Local Phone: 954 -454 -4220 Parcel # 1132060143550 NE 96 If there is no permit package accessible on the 'ob- CHRISTOPHER R. CURTIS OR ANNA D. CURTIS PERMIT ACCT 7081 PARK ST. PH. 954 - 993-6181 HOLLYWOOD, FL 33024 -3851 Date 2— 1® -C2- 1 i Ban kofAmerica, For_ ffZY\�4 40630000474 0036255475713v 3637 Bank of Ame Building Permit Permit Number: BP2003 -199 FERREIRAS KIMBERLY ST Contractor's Address: 550 ANSIN BLVD Legal Description: 5 6 53 42 MIAMI SHORES SEC 3 PB 10 -37 E1 OFT LOT 15 & LOTS 13 & 14 Fees: FEE2003 -788 FEE2003 -789 Description Building Fee CCF Total Fees: Amount $70.00 $2.40 $72.40 Total Fees: $72.40 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 8/4/2003 Construction Value: $3,883.00 Work: INSTALL 1 EAB ROLL DOWN SHUTTER HURRICANE SHUTTER 3637 63-4/630 FL 16 Dollars e m a Advantage® Page 1 of 1 y, there will be no inspections. Re- inspection on. equipment or device described in the application herefor in strict compliance with all h any plans, drawings, statements or specifications that may have been submitted to A done in compliance with such ordinances or if the plans are changed without • or builder named above assumes the responsibility for a thorough knowledge of the or in the statements or specifications and that he assumes responsibility for work done BY: mpliance with all ordinances and regulations pertaining thereto and in strict conformity 'illage. In accepting this permit I assume responisibility for all work done by either FRANK LU BIEN 10050 N.E. 2ND AVENUE MIAMI SHORES, FLA 33138 Dear City Official, We are the Dade County Notice of Acceptance holder for the following products: Aluminum Accordion Type Shutters under # 00- 0128.10, 00- 0609.06, 00- 0411.07 Extruded Aluminum Roll Shutters under # 00- 0609.08, 02- 0318.11 Extruded Aluminum Storm Panels under # 00- 0609.07 0.050" Aluminum Storm Panels under # 02- 0226.09. 20 ga. Galvanized Steel Storm Panels under # 00- 0602.01. Aluminum Hinged Colonial Shutter under # 02- 0612.01. Polycarbonate Window glazing under # 00- 0609.05 This letter authorizes Emilio Cuzan or William DeVore to use any of the following: on the following job: Job Owner's Name: " , 06 - RTO rERRk/`RA5 Job Address: ✓6,3 N E 96 S Sincerely, Terry D. ow Vice Pr-sident 550 ANSIN BOULEVARD • HALLANDALE, FLORIDA 33009 Shutter Product Approval Authorization Form Hallandale: (954) 454 -4114 Dade: (305) 757 -8591 Broward: (954) 525 -3466 Palm Beach: (561) 686 -6277 Fax: (954) 454 -1577 Aluminum Accordion Type Shutters under # 00- 0128.10, 00- 0609.06, 00- 0411.07 Extruded Aluminum Roll Shutters under # 00- 0609.08, 02- 0318.11 Extruded Aluminum Storm Panels under # 00- 0609.07 0.050" Aluminum Storm Panels under # 02- 0226.09. 20 ga. Galvanized Steel Storm Panels under # 00- 0602.01. Aluminum Hinged Colonial Shutter under # 02- 0612.01 Polycarbonate Window glazing under # 00- 0609.05 1\4(4 J4i Sf ' 33(3 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FINST INSPEC PERMIT NO. TAX FOLIO NUMBER: /f later -o W-3 s STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property. and In accordance with Chapter 713. Florida Statutes, the rollowing Information Is provided in this NOTICE OF COMMENCEMENT. 1. Legal description of property and street address: Meet address) /o /(p Ill . E - q(Q ST N 64,41 f c ( ' / {'fit ?7( 3 ? (Larval descAathml (oh lJ ( � Block O SubdMs/on: / c tic zt ‘ec I 3 2. Description of improvement: in tall hurricane shutters 3. Owner(s) name and address: (name) 1 rot ro 14/t.{ Kezz- / RAs" laddresal X N et, f'ri /-((?4,A// (cm �F/ ft, 1j .i 33(Ye Interest in property: 0 Grind Name and address of fee simple titleholder: 4. Contractor's name and address: Rolladen. inc. 550 Ansin Blvd.. Hallandale. FL 33009 5. Surety: (Payment bond required by owner from contractor, if any) n/a 6. Lender's name and address: n/a 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12(1)(a)7., Florida Statutes. (name) (address) 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.12(1)(a)7., Florida Statutes. (name) (address) 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specffle Signature of Owner. ,i2P-P1) � Print Owners Name: h� 1 i'� ' l U r (f AS Sworn to and subscribed before me this L ` day of Notary Public: yvi, • R &Lc (AAA./ (Notary Stamp) Prepared by: D(t F(0 (oa• j13 -7/ -12 -O ,„..,,„ ELSA M. ROtDAN MY COMMISSION # DD 144160 EXPIRES: September 26, 2006 oalCBa Ulu Notary NW UNIMIllim STATE OF FLORIDA, COUNTb OF DADE 1 HEREBY CERTIFY that this Is a tnre coI•y of the ong,nal filed in this office on 9' — ''ay of 6/..1 l A D zn ana O!t,ci.i1 tied'. (`I [IX, 0 CirCL D.C. Rolladen, Inc. 550 Artsin Blvd. Hallandale, FL 33009 u) 0 0 lY re) G aStemilimar 0 L/N 29843 APPLIED RESEARCH LABORATORIES 5371 N.W. 161st Street • Miami, Florida 33014 Phone (305) 624 •4800 • Fax (305) 624 - 3652 • Emalt ARLTESTeaol.com r rolladen 550 ANSIN BOULEVARD • HALLANDALE, FLORIDA 33009 IMPORTANT SAFE INSTRUCTIONS W ARNING - To reduce the risk ofsevere injury or death: 1. READ AND FOLLOW ALL INSTRUCTIONS. 2. Never let children operate or play with shutter controls 3. Always keep moving shutter in sight and awn objects until it is completely closed. NO ONE away from people and THE PATH OF THE MOVING SHUTTE SHOULD CROSS . SAVE THESE INSTRUCTIONS Hallandale: (305) 45. • Dade: (305) 75; Broward: (305) 521 Palm Beach: (407) 68i Fax: (305) 45‘ Rolladen, Inc. aa amulualprolecGonlo clients, tn Issued 11/05/99 o! statements, conclusions o< extracts from or regarding Page P -31 ° public and ourselves, the contents of this report and its assoclaled documents are the sole properly of A Inspections made. Unless otherwise specified, 0 '3 report Is reserved or similar e nts, cps d materials. fm the lest nnd/or I r ese rve a e not in n our l representative or the report al plie of the lot Ir Present. This 1 e q appless only to the standards hit t identified sa aad a the n Or sample(s) for and /a publication w hich Ne sample was taken or of apparently identical APPLIEDL RESEARCH LABORATORIES 5371 N.W. 161 st Street 'Miami, Florida 33014 Phone (305) 824 - 4800 rr Fax (305) 624 - 3652 • Email ARLTESTiaaol.com GENERAL DESCRIPTION The Model EA048 vertical roll -up shutter units as covered by this report provide exterior window protectior for residential housing. The products are electrically rated for 120 VAC, single phase, 60 Hz power. The main shutter enclosure is constructed of 0.032 inch coated sheet metal. The entire enclosure, shutter, and shutter guides are painted with a coating for added protection and esthetics. The shutter slats are constructed from 6063 -T6 Aluminum Alloy, and are interlaced to give flexibility and rigidity. The bearing assembly consists of two stainless steel plates. The motor shaft slips into each bearing, and the whole assembly is mounted into the shutter enclosure. Housed within the electrical enclosure is a single, UL listed motor. Line voltage is applied to a three position switch which controls up and down movement of the shutter. The input power to the motor enters the enclosure through a single hole protected by a grommet. A cord connects the motor directly to the three position switch. Each motor supplied with the shutter has limit adjustments which control the amount of shutter dispensed form the main enclosure. All motors used within the model EA - EAB f/b 048 are thermally protected. The motor unwinds the shutter from the main enclosure, and slides on a length of guide specified by the manufacturer. When the motor reaches the limit adjustment, it halts immediately. A switch activation in the opposite direction retracts the shutter. During power outages a manual crank handle can be used to raise and lower the shutter. Revised 05/29/01 L/N 29843 Rolladen, Inc. Issued 11/05/99 Page C -5 Asa mutual protection to clients. the public and ourselves, the contents of this report and its associated documents are the sole property of Applied Research Laboratories, Inc. Authorization for publication of statements. conclusions or extracts from or regarding this report is reserved pending our written approval. This report applies only to the standards Identified and to the sample(s) tested and /or inspections made. Unless otherwise specified. the lest and/or inspection results are not indicative or representative of the qualities of the 101 (ram which the sample was taken at of apparently Identical Or similar products or materials. r op APPLIED RESEARCH LABORATORIES 5371 N. W.161 st Street • Miami, Florida 33014 Phone (305) 624 - 4800 to Fax (305) 624 - 3652 • Email ARLTEST @aol.com L/N: 29843 DATE: 05/29/01 PAGE N 1 MODEL: EA and EAB48 C OMPONENT' • DESCRIPTION.. Electric Motor Side Tracks Mullions (Posts) Hood Covers Support Brackets Handle Assembly Safety Stops Data Plate Label COlv11'ONENT +,�� •``• N ap Benada Aluminum Benada Aluminum Benada Aluminum MSC Corporation Rolladen Brady 680 DMI • 048 BMO RON 72 -73 • 10 RON 68 -67 • 1116.1117 1019 - 1022 1023 - 1024 1026 • 1019.1022 1023 - 1024 1026 3315 • 1015 • B -969 • 256017 6063/ T.6 Aluminum 6063/ T.6 Aluminum 6063/ T.6 Aluminum .032 Sheet Metal 12GA, 304L, Stainless Plate and Brackets 18/8 Stainless Steel with 5/8" Round Aluminum Handle Tube 3/4" x 1 %" Plastic Plug UL Recognized Metalized Polyester 1 7/8" x 2 3/4" L/N 29843 Revised 05/29/01 Rolladen, Inc. Issued 11/05/99 P v Asa mutual protection to clients. the public and ourselves, the contents of This report and its associaled documents are the sole pro rage r P Laboratories. Inc. Authorization 19 of statements. conclusions or extracts from or regarding this report is reserved pending our written approval. This report applies only to the standards Identified and to the sample(s) tested and /or inspections made. Unless otherwise specified. the test and /or inspection results are nol indicative or representative of the qualities f a lot from which the sample was taken or of appare identical or similar products or materials. t.ata, Sum t,f Y At rowt. scum (BLACK) • (BLACK) b. (RED) APPLIED E LECTR!CAL WIRIND BASICS 115 Volta ® 60 Hertz Motors ELECTRICAL DIAGRAM OF AN OPERATOR ground (green) common (white) direction 1 (black) direction 2 (red) STANDARD WIRING INSTRUCTIONS: The most common way of wiring a SIMU motor is by using a double ouble pole/double off switch, throw/center tzrslo11 Irwin) nser,or �r of t» sac i idol l.tdcc, switch sot . .Iro. .,t.• nr• RESEARCH LABORATORIES 5371 N.W.161st Street .Miami, Florida 33014 Phone (305) 824 - 4800. Fax (305) 824 - 3852 • Email ARLTEST ©aol.com COMMON FROM MOTOR (WHITE) NEUTRAL FROM POWER SOURCE (WHITE) s t This motor must be Installed In eccardenee with the local s►•etrlcal cods. A double pole switch with • minimum contact c)sar.not of 3 MT must be In/Wiled or the clrcult must be iso4.1641 ehewh.r.. WARNINGS DO NOT wire 2 switches to one motor, refer to the chapter "Control Systems' DO NOT wire two or more operators (parallel wiring) to one switch. Refer to the chapter "Control Systems'. 'Ns rolladeni Name /&-& i ( ems6ezy 11Z/?E l z,4 Order No. 6 ' q (v Li) Address /03(Q ,tU. .e . Q (, s1 Phone 3D.s - 7S T 7- /W9 City /W//900 0-40( e i 3 3 /kr Reason Decrease $ 3 , // . D� Reason Pole t2A &t 1.04- , /0 . / /J 076 /�LaS f lG FUIt-- A e r i i 6 o i' &Ai Attach Contract CHANGE ORDER I ncrease $ 550 ANSIN BOULEVARD HALLANDALE, FLORIDA 3300 (954) 454 -4114 (954) 454 -1577 FAX Date /' Purchaser LS Purchaser UNIT NO PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY MOTOR & CRANK COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS C9 x (�i t' / K 1 /i- o / 7Gi /f ffi M�` l ma Ao C) /1 X "DiesuA 1`4? g ��^ "' 1./ sz / K/(' At ken) � ® r — ��Ar CUSTOMER NAME n m JOB ADDRESS C41,445- BILLING ADDRESS (03 NE. . 9 Irz M rs TELEPHONE OTHER PHONE We propose to furnish and install the following: Indicate by number counter clockwise Special Instruction: SW. FL, 8 1 44_i CO al..% ROLLADEN INCORPORATED PROPERTY OWNER 0 1 t AL AMOUNT OF CONTRACT CDEPO 1/3 MINIMUM REQUIRED -#7O 1/3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION BALANCE TO BE PAID TO INSTALLER $ 2.716 to (o e Installation to begin in approximately weeks from date of receipt of deposit. This is only an estimated time and you will be contacted to schedule the actual installation date. Is elect al labor fo &or and switch installation by Rolladen included in this price? YESyr NO ❑ Is high work required? YES El NO Flo•�:uilding: . I have received a copy of "Notice of Consumer Rights Under the Construction Industry Recovery Fund" as required (Initials . TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if an electrical connection by Rolladen is required, a maximum of ten percent (10 %) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 11/2% per month on the unpaid portion of the purchase price from the date of installation by the installer to the date of payment. OWNER OF PROPERTY? YE NO ❑ Produ a e instated the premises situate Lot Block Sub Division (If NO, fill in Owner's name and address in space provided at top of form.) County, St of owned by Pur h an escr' d as: Folio # // 3Q " u — S CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" "This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECUT5D_IhLSIX COPIE ONE COPY OF W ICHWAS DELIVERED TO, AND JRECEIPT I H EBYACKNOWLEDGED BY BUYER, THIS Z`7 f kDAY O' G P rchaser Sign Here) (X) (Purchaser Sign Here) ROL -5 (Accepted & Approved) ORDER NO. (X) CUSTOMER flAAlfll /1Ct1/•G Page .of( Shutter Schedule # Width Height Zone Product Anchor # Width Height Zone Product Anchor 1 C VC E/-. 11 2 I - 6* low (( Gqo sto 12 3 13 4 14 5 15 6 16 7 17 8 18 9 19 10 20 Customer: E,-42E to Criteria Data C Mean Roof Height: I J ` Exposure: G Roof Slope: 7 to 016 Elevation: End Zone: "I WIND CHART N6 t l P4 Design Loads Positive (16.S Negative Int. Zone: Negative End Zone: �•3 Contract #: Color: Date: 1 2L, /0 3 03 g 3 &/c&1( 13f i6 e 4 03 FA 3 hi 1.J flc. Vc • H. SaYx. 11- ba" Io.. oL ik Roo No (Ls (J (I, caaa s 1 (2.)4 It . -1 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH Basic Wind Speed 146mph, Importance Factor -1.0, PER FLORIDA CODE MEAN ROOF ELEV. FEET EXPOSURE "B" TRIBUTARY AREA = 10 SQ. FT. EXPOSURE "C" TRIBUTARY AREA p10 SQ. FT. ZONE ZONE ZONE ZONE ZONE ZONE 4 &5 4 5 4 &5 4 5 ( +) (-) ( -) ( +) ( -) ( -) =1< 15 38.4 41.6 51.4 r 46.5 50.3 62.2 1 20 " " " 49.5 53.7 66.3 25 4, 44 g4 51.8 56.2 69.4 30 53.8 58.2 72 35 37.1 43.7 54 55.7 60.3 74.5 40 38.5 45.3 56 57.2 62 76.6 45 39.5 46.6 57.6 58.8 63.6 78.6 50 40.3 48.3 59.6 59.9 64.9 80.2 55 42 49.5 61.2 61.1 66.1 81.7 60 43.1 50.8 62.7 62.2 67.4 83.3 ROLLADEN SHUTTERS INC. 550 ANSIN BLVD. HALLANDALE, FL., 33009 WIND LOAD TABLES FOR SHUTTERS FLORIDA CODE BASIC WIND SPEED: 146 MPH. TRACY CONSULTANTS INC. (IP) 4660 SW 128 AVE.. SOUTHWEST RANCHES, FL., 33330 (954) 434-5035 Of MIAMI•D® PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladcn, Inc. 550 Ansin Boulevard Hallandale ,FL 33009 The expense of such testing will be incurred by the manufacturer. APPROVED: (19/21/2000 1 \s0450001 \pc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmaster @buildingcodconline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COM11'LtANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-290S CONTRACToR LICENSING SECTION (305) 375.2527 FAX (305) 375.2553 coNTRACroR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2903 I'RODLI(:T CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of: # 1117 Extruded Aluminum Roll Up Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below: BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 00- 0609.08 EXPIRES: 09/25/2003 Raul Rodriguez Chief Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco .1. Quintana. R.A. Director Miami -Dade County Building Code Compliance Of[ice Homepage: http : / /www.buildingcodeonline.com I Rolladen, Inc. ACCEPTANCE No. : 00- 0609.08 2 of 3 APPROVED SEP 2 1 2000 EXPIRES : September 25, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 0826.05 that was issued on 09/25/97. It approves an aluminum slat roll -up shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBC). For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Rolladen # 1117 Extruded Aluminum Roll -Up Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 94 -55, titled "Roll Shutters Detail, Header /Mullion Details, Storm Bar Connection Details, Mullion & Box Details, Post Loading Charts, Top Support Loading Charts, Storm Bar Loading Charts & Deflection Calculation Sheet" prepared by AI- Farooq Corporation, dated 07/22/94, with revision "D" dated 07/02/95, Sheets 1 through 21 of 21. They bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Minimum slat engagement shall be 1.50 ". 3.2 Minimum separation from interior of slat to glass being protected shall be as shown on sheet 2 of 21. 3.3 The operating mechanism, not part of this approval shall be certified by a recognized testing agency. 3.4 All permanent components, including anchors must be protected against corrosion, contamination. 3.5 Slat orientation can be either concave side or convex side to the exterior. 3.6 Each unit shall be individually designed using "Roll Shutter Overall Deflection Calculation Sheet" sheet 21 of 21 and "Header/Mullion Details" sheet 5 of 21 for positive and negative Toads. For each individual installation, this set of drawings shall be signed and sealed by the listed professional engineer. 4. INSTALLATION 4.1 The Aluminum Slat Roll -Up Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each shutter shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Scction 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this syste Manu Perez, P.E., Produ•gn rol Examiner Produ ontrol Division OP' Rolladen, Inc. 9. This Noticc of Acceptance consists of pages 1, 2 and this last pagc 3. END OF THIS ACCEPTANCE Manuel Produc 3 of 3 ACCEPTANCE No.: 00- 0609.08 APPROVED EXPIRES erez, P.E., Product ol Division SEP 2 1 2000 : September 25, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida. Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for temiination of this Acceptance, unless prior written approval has been requested (through thc filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also bc grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by thc manufacturer or its distributors and shall bc available for inspection at the job site at all time. The engineer need not reseal thc copies. 8. Failure to comply with any section of this Acccptancc shall be causc for termination and removal of Acceptancc. ol Examiner PERMIT APPLICATION FOR MIAMI SHORES VILLAGE /r /1� i r s o/2(��33/ 0/ 35 Date Job Address /O5( (Vc E 1 qt ft 0 Tax Folio f/� Q� '' � / .tom Legal Description ‘073 l ? i F �C 8 f j Historically esignated: es Owner/Lessee / Tenant . , C�a �. '� [ , Master Permit # / Owner's Address (0.70 toE , Q(o � N/t ( s 90 f ,3 Phone 3£ f . 1g7 /g!Q Contractin Co. ®1• DC -:,n) 1/1f C.. Address Ski D fin! silo k f v b 1494v34- r ci 3,3009 Qualifier WWI `/4 M J EVO kQ SS# - - Phone 3 &S4S _g s 5/ State # OS 9 03 Municipal # Competency # Ins. Co. VT t (710 E rr'F c A r c h i t e o . n g i n e e r � l F / A R O o Q C o R P Address / S SW. '34-19 v Bonding Company Mortgagor Permit Type (circle one): WQRK VESC N • • •••• ...... • • • • - - -- • • .. ••••.• Sc • t. l0 Signature of owner Notary as to Owner and/or Condo President My Commissio Ei rys: Address Address UILDING >ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN CR r3 t (1 Doc() A) f �v RN i 'r 7cw r7zR • .. • • • • p •• •• 00000 •..Z • • • W.i.MG TO OWNER: �YAV MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY WWII IN YOUR PAYING XIFICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, C WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) • •••• • •••••• • 41:g14gtion is hereby mad to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done m compliance with all applicable laws regulating co • truc j.n and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 11 or Condo esident a- 5 -71-4 %' C.R. CURTIS Ic Nof y Pubric - Stctte of Florida My Commission Expires Apr 18, 2034 Commisicn # CC929:334 Lito3 ate 3P-o Date APPROVED: Zoning Building Mechanical Plumbing Estimated Cost (value) A 3, 6 g3 , e) 0 FEES: PERMIT , 9 RADON C.C.F. 7) NOTARY Signature of Contractor or Owner- Builder Notary as to Cnteet My Commission Expires: Clg c uans -- -_ 'oto y Pubffc - Side 01 Florida 'oremission apires Apr 18, 2004 'o,.mission # CC929384 Electrical BOND TOTAL DUE 1 \ '- Q Engineering .. .. • • • • • •• • • • ..•.•• • • • ..•.•• • •••. • • • • • •.•... • •• .. 0101.. .••••• • • • ..•.01 ...0 • • • • • • • . •••• • .. . •• • • • • • 0101 •.• .•.... • • • • • • • • • • • • • • • • Date Qualifier PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address tO =D LO' q Q Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant F tClf (?fed, f ck c kr \\n, v ct° Master Permit #8P Q /::7 / Owner's Address 0 --� 0 e C ui S Phone — i 5 '7- (" ll Contracting Co. 'A \\ \\s-(.-A a A ( r; a) S Address 5 a 0 , )) (A 1 c- C 1 t._4 rn r1Ra L cJo n SS# / Phone State # CC. 0 V ��' / Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION A ` (-‘ i Tvy h v' IAA o w Square Ft. Estimated Cost (value) i 9 '30 1. C-' WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. 044 Signature of owner and/or Condo President Date Notary as to her and/or Con President Date My Commission Expires: , FEES: PERMIT APPROVED: Zoning Building Mechanical Plumbing rr aCure of Contrac ot "r Owner- Builder Date L C if'. auc - .3.;1173A it ©OMI 3ION !)11VCOMMiSS.Oid ),77 r ;25.3 ` RADON C.C.F. f .� C) NOTARY r � I No as to Contractor or Owner- Builder My Co 'ssion Expires: Electrical rf Mona Smith -Odeon , My Commission DD072699 „ce Expires November 15, 2005 Date BOND 0 LJ ? TOTAL DUE t0 Structural Engineer Miami Shores Village JOB ADDRESS: 1036 NE 96 Parcel # 1132060143550 Permit Status: APPROVED Permit Expiration: 4/30/2003 Work: INSTALL 15 IMPACT WINDOWS Signed: Building Permit 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -1879 Printed: 11 /1/2002 O Applicant: KIMBERLY N Owner: FERREIRAS FERREIRAS KIMBERLY ST Contractor ALLSTATE WINDOWS & DOORS Contractor's Address: 5205 NW 72 AVE Local Phone: 305 - 513 - 3388 Page 1 of 1 Legal Description: 5 6 53 42 MIAMI SHORES SEC 3 PB 10 -37 E1OFT LOT 15 & LOTS 13 & 14 Fees: Description Amount FEE2002 -6208 Building Fee $130.00 FEE2002 -6209 CCF $5.40 FEE2002 -6210 Buildier's Bond $300.00 Total Fees: $435.40 Total Fees: $435.40 Total Receipts: $0.00 Construction Value: $8,300.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regul tions pertaining t• rk covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, se i sip employ; Signed: _ /� c----__.. (INSPECTOR) BY: 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 in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. (Contractor or Builder) BY: ALBERTO FERREIRAS 291 BAL BAY DR., UNIT 211 305- 864 -4616 BAL HARBOUR, FL 33154 PAY II) 7111. n1:Itt VAD Washington Mutu NOlf ti — H i vo s t.// J 16{ / �/' ! ! �� 1 AI; i:4....�...• Waahington Mutual Bank, FA North Miami/125th Street Financial Center 1728 900 NE. 1.25th Street t.800.788 -7000 North Miami, FL 33161 24 now Customer Seance ✓add euetomee- 11:2 6 ?08 4 L 3 LI: 380 2 S ?0 711 211' 0630 63- 8413/2670 3802570742 OAT r / ' 6 3 0 • PAY TO THE OFIDER OF � . — s m W T , CAM -7 .77. 7 - a ff m s L 5 e r v r i r u r ,r h n n r r J d a r n ,n r n t. 5 r r h L8_ST 0 OB TE WINDOWS DOORS & SHUTTERS INC. 5205 NW 72ND AVE. MIAMI SPRINGS, FL 33166 OCEAN BANK 10 7650 N.W. 25TH STREET MIAMI, FLORIDA 33122 FOR DATE II 11:0660LL3921: LOLO22 ?06 ?11' 10- 23. mcc 9104 Vi l l a ale of Hictof, 6ilo( , $ 6 Ow- DOLLARS B 63- 11391660 10 un NAME: (tl9e' +' Ktw+ F-ZVd e 1 `" �S ADDRESS: CITY: ( a sv 'I (u3 t I• • %[ i ty , — '� � .t C L a; t y, ;1 11 n C7 111._ ._ t I — Z (•t,c.: ( (L ((, I C2(t)o 1 STATE: 1 ' ZIP: 3i 1 3 X OFFICE PHONE: DIAGRAM A - J _ __ L. �-3 rP 9�) v ' iiY) j gli/c, vc (— 3 v )e ►w -e., •t- CONTRACT DATE: d. D CONTRACT NUMBER: 3 ,3 C/0 o SALESMAN: --'' ! kit 5 INSTALLER: DATE OF INSTALLATION: HOME PHONE: "30S 7.5 7 116119' X k+v v1 r 5 Ur t p d-o,.LL t.tr (uwzawLv` ed I II G �'I�i . "l vdl. o e- l- H1.; 1(c, WHITE - OFFICE /YELLOW - CUSTOMER / PINK - SALESMAN 2L Zoo LOOKIN : OUTSIDE/IN — FRONT OF HOUSE ,� Manufacturer: Peer Impact Non- Impact ""(1 Type Window In: GSD RES. DOOR OTHER Cmt. CUSTOMER SIGNATURE rz Full STYLE: ATW(SV) SH OL. GSD P.W.F. View Front Door 2/2 eX 2d2t 3/16 1/1 XO 4d2t 1/4 H.R.S.O. COL. XOX 3d3t H.L.S.O. Glass Type: Clear ,t)o') 7 C- rz. S/C Grey OBS INSUL. Temp. Lexan: Laminated: / I/ MASONERY: y e S / Inside Plaster l elS 1 Outside Stucco Operators SILLS: Marble �N Ceramic R/H FINISH: Anod. BRONZE I ✓ - White Esp. UH Block up Sq. Ft. Bin Blk 4 IN. Bik DIRECTIONS: Store Alum Iv?IAn4IDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE I'(; industries 1070 Technology Drive Nokomis 1 1' L 34275 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: f)1- 1108.07 EXPIRES: 01/28/2007 APPROVED; 12/27/2001 ASI :1t \' I- 1),11)1: COUNTY. FLORIDA METRO.DAADE PLAGLI`.J■ BUILDING 13l'll.J)!N(; ('O!)!: ('O. \Ii't.1,1.\'('I: \II.1 1),\1)l; I J :Jt lit:11.01. \(i I•lu Iwla 1 FL.1(il.la(SI'I(ia:'!. �III11'. If:(? \II; \\II, 1I.Ui(11). \3.ii i) 56i {) is) !':\� 00) .17S -29os (1).`:)'u.l("1'Olt 1.1('1'NC1. \C SF( (M). I':\?. (!1)jl 3 ('O\'1'!( : \('I1 11.\•1:01(:1:)11: \I' 1)1\'1,1(1. \' (.10:;) 375-2 l i1N (MI5) !'1(01)1 :( I' ('(). \'1 I(()I. I)1 \'I`1(,\ Your application for Notice of (NOA) of: 005) )73-2002 FAN 00) 72.61w Alult)i Casement \l'indo\w impact under Chapter 8 of'the Code of Miami -Dade County noverning the use of Alternate \laterials and Types or Construction, ,1m1 completely described herein, has been recommended for acceptance by the ,\•liaini -Dade County 13uildin2, Code. Compliance Office (l3C'CO) under the conditions specified herein. This NOA shall not be valid alter the expiration date stated below. 13CCO reser,•es the right to secure this product or material at any time from t.1 jobsite or nlantlfacturcr's plant for duality control tcstinu.. 11 this product or material fails to perform in the approved planner, J3CCO may revoke, modify, or suspend the use of such product or material immediately. I3CCJ reserves the right to revoke this approval, if it is determined by J3CCO that this product or material fails to Meet the requirem.ints of the South Florida 13uiIdin�� Code. 1:;n)l Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND (GENERAL, CONDITIONS - ^ -- BUILI)ING CODI: & PRODUCT REVIEW COMMITTEE This application nor Product Approval has been reviewed by the f3CCO and approved by the Building Code and Product Review Committee to be used in \liami -Dade Count', Florid;: under the conditions set forth above. F1Ineisca J. Quintana, l(.A. 1 >ireelor Miami -Dade County Building Code Compliance Ofliee 113045000 I 1 pc200011templateslnotice accepta cover page dot 1nlrrnet mail address: postn)astcrr buildinhcoticonliuc.co,n i 11•umc i b 1 „cndctJUJlnc:.conl 4 b PG'I' Industries. ACCEPTANCE No.: 01- 1105,07 APPRO!'ED: December 27, 2001 EXPIRES: January 28, 2007 NOTICE OF ACCEPTANCE: SPEC]F/C CONDITIONS L SCOPE 1.1 This revises and renews Notice of Acceptance (NOA) No. 00- 0804.03, which was issue! en December 7, 2000. It revises and renews the approval of an aluminum casement window, as described in Section 2 of this NOA, designed to comply with the South Florida 13uilding Code (SPBC), 1994 Edition lbr Miami -Dade County, for the locations k here the pressure requirements, as determined by SPI3C Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "C -700" Outswing Aluminum Casement Window — Impact Resistant and its components shall be constructed in strict compliance with the follow ng document: Drawing No 339, Sheets 1 through 5 of 5, titled "Aluminum Casement Impact Window," prepared by manufacturer, dated 2/13/98 and revised on 11/6/01, signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp With the NOA number and approval date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection s)stenl. S. LAI3EL,ING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the fo lowing: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for he proposed installation. 6.1.3 Any other documents required by the l3uilding Official or the South Florida J3uilding Code (SFI3C) in order to properly evaluate the installation of this system. Raul Rodriguez, Chief Product Control Division 9. PCT Industries. NOTICE Or ACCEPTANCE: STANDARD CONDITIONS 1. Renewal antis Acceptance (approval) shall be considered after a renewal :application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manulacturer's name, city. state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance ■ill not be considered if: :t) There has been a change. in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code chanUcs; b) The product is no longer the same product (identical) as the one originally approved; t) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The cngineer who oris,innity prepared, signed and staled the required documentation initially submitted is no lon practicing the engineering profession. 4. Any revision or change in the materials. use, and /or manufacture orthc product or process shall automatically be cause for termination of this Acceptance, unless prior wr tnen approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. / \ny of tltc Iollow ine. shall also be grounds liar removal of this Acceptance: a) Unsatisfactory peribrmance of this product or process. h) lvlisusc of this Acceptance as an endorsement of anv product, for sales. advertising or any other purpose. C. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date niav be displayed in advertising literature. If any portion of the Notice or Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall he .tvailablc k r inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall he cause for termination and removal of Acceptance. 'Phis Notice ofAcceptance consists of pages 1, 2 and this last page 3. ENI) OF THIS ACCI?PTANCI? 3 ACCEPTANCE No.: 01- 1108.07 APPROVED: December 27, 2001 EXE'IRES: January 28, 2007 Raul Rodriiuex, Chief Product Control Division GLASS OPTION 8 DESIGN PRESSURE PATINE (P.S.F.) WINDOW WIDTH WINDOW HEIGHT 50.625 56.000 63.000 NEG. P05. NEG. PCS. 1 NEG. POS. 64.000 - 0 75.0 - 75.0 75. - 75.0 75. I 65.000 -75.6 75.0 -75.0 75.0 -74.2 74.2 7 2.000 --/ .0 .0 t - .L.8 /.e.8 -0..).2 65.2 74.000 -75.0 75.0 1 - 70.2 70.2 -62.7 62. ALL SMALLER SIZES NOT SHOWN ARE j/ - 75 P.S_F. 63 MAX. 5 " MAX. 62 50 4 (SEE NOTE 4) --- ---' 1 1.. ON CENTER X 36. 1 25 N 4 14 74 MAX. SEE SHEET 4 OF 5 FOR SECTIONS & GLAZING OPTION DETAILS - 4 " (SEE NOTE 4) N 36. 125 N / } 5 - MAX. .5 MAX. 1 1 - M. ^.?. ON CEi'.I ER 5 MAX. Robert L.Ctark. P.E. PE U39712 Structural I .) GLAZING OPTIONS. 5/16 (350) LAMINATED GLASS W/ MONSANTO SAFLEX OR DUPONT PVU W /EtUTACITE U4iERLAYER. k 1/8 HEAT STRENGTHENED GLASS. .090 1NTERLAYER. 1/8" HEAT STRENGTHENED GLAS•.: 8. 1/8" ANNEALED GLASS. .090 INTER; 4YER, 7/6 " ANNEALED CLASS 2.) CONFIGURATIONS: XX 3.) DES.'GN PRESSURE RATING: A FOR GLASS OPTION A (EA.T STRENGTHEO) ALL SJZES ARE 47 75 a. FOR GLASS OPTION 8 (ANNEALED) SEE TABLE. 4.) A NCHORS: MAX. 5 ' rR EACH CORNER 110 SCREWS - 2 ANCHORS 4" APART, 4" FROm EACH MEETINC RAIL 3;1 6 - TAPCONS -- 1 ANCHOR, 4 " FROM EACH MEETING RAIL MAX. SPAC NG A.7 HEAD & S1LL: 1 1 max. SPACING AT J44485: 11 5_) SHUTTER REOCHREMENT: NO SHUTTERS REOUIRED 6.) REFERENCE TEST REPORT: FTL - 2246 %.c .o ay F K. Revsd Aj F K. Orc.rn 9 D.B. !loft: Revis ;onr. 1 1/6/01 ADD SHT & TABLES Dore: 7/30/07 Do1c 2/13/98 Arvisians: T8 & EXTR. Dex'rr t On: ELEVATION 'XX " CONFIC. 'f r INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOurs, FL 34275 P.O. BOX 1529 NOKOMJ5. FL 34274 LARGE MISSILE IMPACT WINDOWS ALUMINUM CASEMENT IMPACT WINDOW Scott: Sr•eet: I Drow;e9 :,u Rev- scrtcs /uocrct- C -700 f APPROVED A 5 comPLYrtfG 4%.1T14 THE SOUTH FL ORKV∎ &ULOtNG CODE DAT CY Do - - T:.; 'WILDING COCE COMPLIANCE 0[5 ICE ACCEPTANCE NO. O - LiQ U 1 N T S 1 o1 5 339 E GLASS OPTION 8 DESIGN PRESSURE °.:.TiNG (P. S.F.) w1NDOW MOTH WINQQW HEIGHT 68.000 70.000 72.000 NEG. POS_ NEG. POS. NEC. P0S. 28.000 —75.0 75.0 —75,0 75.0 —15.0 75.0 32.000 —75_0 75.0 — 74.5 74.5 — 72.5 72.5 ALL SMAI LER SIZES NOT SHOWN ARE +J— 75 P.S.F. 5" MAX. TYP. 72 MAX. 29.723 32 MAX. SEE SHEET 4 OF 5 FOR SF_CTIDNS & GLAZING OPTION DETAILS 1 77" MAX. ON CENTER 1 5" MAX. J LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: 5/15" (.350) LAMINATED CLASS W/ MONSANTO SAFLEX OR DUPONT PV9 W. /BUTACITE 1NTERLA4ZR. A. 1/8" HEAT STRENGTHENED GLASS, .090 INTERLAYER, 1/8" HEAT STRENG77IE.NEO CLASS 8. J/8 ANNEALED GLASS. .090 1NTERLAYER, 1 /E" ANNEALED CLASS 2.) CONFYCURATIONS: X 3.) DESIGN PRESSURE RAMC: A. FOR CLASS Oh71ON A (HEAT STR£NGTHED) ALL SIZES APE +/— ;5 P.S.F. B. FOR GLASS OPTION B (ANNEALED) SEE TA &LE. 4.) ANCHORS: MAX_ 5" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 1 i " MAX. SPACING AT JAU&S: I 1 5.) SHUT itR REOUIREMENT: NO SNUTERS REOUIREO 6.) REFERENCE TEST REPORT: FTL - 2245 APPROVED AS COMPLYING V►t7}- THE 90014 ROMA Eggi_CONG enOE OATE CRer a I Roheri L Clark. P.E. PE 1139712 Structural INDUSTRIES 1070 TECHNOLOGY DMVC NOKO,RS Fl. .34275 P.O. 80X 1529 NOKOWS. 11 34274 Date: 11/6/0 Dote: 7/30/0; Revrd by: F. K. lterrd Py: F.K. Ono.» By: D.B. Orscript:on: stic: Data: 2/13/98 ELEVATION "X" CONTIC. ALUMINUM CASEMENT IMPACT Series/Lodel: C-700 R.vis:ot.r.- ADD SHT Pr TABLES & flrvrsm TD EXTR. Seote: SAaat: NTS 2 of PRNY t OC OM S{Qly B OLLI NG CODE COMPLIANCE OrFICV > CGEPTANCE HO 0 l" t i t - t11 Drying No. WINDOW R. 3 39 ; E BY rYPICAL MAIN FRA)IF coPNFR REFERENCE TEST REPORT: fTL -2246 ITEM PCT # TYPICAL SASH CORNER 7� 60228 2 69999 3 644588 4 781 POA 5 7CORNMLG 6 7CORNMSM 7 40712 8 60200K 9 60150K 10 5FRMBK . MAIN FRAME BULB' WEATHERSTRIP 11 12 13 14 15 16 17 18 19 20 27 22 FRAME HEAD, SILL, JAMB FRAME MEETING RAIL SASH HEAD SILL JAMEOMPACT) 8x1 SCREW PAN 110. QUAD. LG. MAIN FRM, CORNER KEY SM. MAIN FRM /SASH CORNER KEY PLASTIC MAIN FRM. CORNER KEY x .200 OLON W.STRIP, . 190 49004 SASH•LOCK DESCRIPTION W.STRIP, .190 x 1 50 OLON 7KEEP SASH LOCK KEEPER QTY. 4 (4 1 ( 0 8 i4 24 4 12 4 16 4 4 8 1 (2) LOCATION (morn frame /sosh ossv_ screws) (in vent top roil 6 (3) at vent bottom & sid roils) 4 4 in morn frome) 2 2 t. h., f1. jomb, 12 from ends 2 2 vent m1. rail 12' from ends 7CAOR /L CASEMENT OPER. RT LEFT 1 ® lower right frome corner 7TRAK OPERATOR GUIDE TRACK 2 1 it per operator) 7CEHG STANDARD HINGE 2 1 0 right frcrrle corners] 710516PPA 10x5/16 SCREW PAN HD. PHIL 12 6 {operator /hinge /trok 5//16" (.350 ER 350 ) / IN OUPONT TERLAYER 2 1 65361 EXTRUDED GLAZING 8540, 5/15 8 j4) 62899C SILICONE 6SM55W SEAM SEALER 6TP248 VINYL BULB WEATHERSTRIP 8 NOTE: OTY'S !Id BRACKETS ARE FOR screws) x CONFIGURATION INDAL ALUMAX VENDOR INDAL FASTEC IND. PRECISION FAB. PRECISION FAB. VINYL -7ECH. / PCT SCHLEGEL CORP. SCHLEGEL CORP. PROTOTYPE PLASTICS PGT VINYL —TECH. TRUTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE MERCHANTS FASTENER H_P_G_ ALUMAX 00W CORNING SCHNEE MOREHEAD TEAM PLASTICS VENDOR # GAS -44451 CAI•' -44207 GA5 -44588 0200x190 0150x190 FP-176 BLACK 49004 208000 23 -19 -23 -002 30175 35.10.00.101 536158 899 SM5504 TP -248 APPROVED AS COLCPLYINQ W A! THE ;MTH FLORIDA alUIZOly WOE D+1E ► err �I, �(lD1 Robot L. park, P.E. PE #39712 • Structural FtT 1 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 80X 1529 NOKOMIS. FL 34274 Tine: ALUMINUM CASEMENT IMPACT WINDOW Serics/1..426r1: Scale: 'Shed: arl0rriny No.: Rev: C -700 NTS 3 or 5 339 INDUSTRIES Rersd BY F.K. F. Orv.m By: 0.8. P7(e: 11/6/01 ISaie• 7/30/01 Odle: 2/73/98 DtstripCon: PARTS LIST P.evh;ons: SHT NO. Revn*onr TB' &PGTP/Ns FR ODIJCT CONTROL O(VIT BUILDING CODE COMPLIANCE OFFICI ACCEPrANCE HO. di- liOpl 63 MAX. HEIGi-HT 1.782 1 REFERENCE TEST REPORT: FTL -2246 2.000 —j WU L t 7MCXN(SS SECTION A —A .250 MAX. SHIM SPACE 1.924 .250 —j MAX SHIM SPACE 56 r /2 IKAX DAYL)GhT OPENING GLASS 1 7/8` HEAT STRENGTHENED GLASS 30 7/8 MAX. ---1 DAYLIGHT OPENING TYP. Robe L. Ctark, P.E. PE 437712 Suucturai SECTION 8 —B 1/2` GLASS BITE .090 INTERL4YER (SEE NOTE) GLASS i /8 ANNEALED GLASS 7/8 HEAT STRENGTHENED GLASS NOTE- INTERAYER IS .090 MONSANTO SAFLEX OR DUPONT W /BUTACITE GLAZING OPTIONS: 5/16 "7.350) LAMINATED GLASS 1 2.000 7/2" GLASS SITE .090 INTE I?L AVER (SEE NO r E) 1/8 ANNEALE0 GLASS APPROVED AS COMPLYING MTH T f C SOUTH RORIDA WILDING CODE FAT INDUSTRIES s 1070 TEC7HINOLOGY ORr € NOKOMIS_ FL -34275 P.O. 80X 7529 NOKOMIS. fL 34274 Re.sd ay F.K. Revrd 8r F.K. Drown By D. a DescripVon: Series /Model: C - 700 Dale: Revisions 11/6/01 GLAZING OE Date: 7/30/01 Reviwans: T8 d MAX. DIM. Oats: 2/13/93 SECTIONS & GLAZING DETAILS Scok: I Sheet NTS 4 of 5 @LIILDDG, CODE CtOMPOANCE CFF1C ACCEPTANCE No. uS - 110 `i- e? AL L.UMINUvf CASEMENT IMPACT- WINDOW 04 No. Rev: 339 MAX. 2 x WOOD BUCK TYP.HEAD, SILL JAMS 3/76" TAPCON NO C "SINK REQ. (NOTE 2) 1 1/4 NOTE: 1. REFERENCE TEST REPORT FTL -2246 & COMP. ANALYSIS SHEETS FOR, ANCHOR • .SPACING & STARTING POINTS. 2. USE MIAMI —DALE COUNTY APPROVED TAPCONS. TYP_ HEAD. SILL JAMB 1 fI / & /a► Rohcn L Clark, P.E. OE 439712 StructuraI 1.102 O MAIN FRAME 6063 —T5 ALUM. 4.025 .557 h P .062 INDUSTRIES 1070 TECHNOLOGY DANE NOKO IS. FL 34275 P.fJ. BOX ?529 NOKOMIS, FL J4274 7.250 �—°- 2� FRAME MM INC: G RAIL 60E.3 —T5 ALUM. Parse' 8r F. K. Dale: Pev s on:: 1 7/6/01 RbM ALT. ANC.H. 1.9 ' .062 ►� ;.q37 --I SASH FRAME, 7MPACr 6063 —T5 ALUM. 050 .2c I .096 1—,— u CL4 Z1NG BAD, 5/16 606.5—T5 ALUM. APPROVED AS CO YrvC wiT}i 714E SOUTH FLORIDA BOLDING CODE I}A7E- r r Z7 :401_ PRIODUCT CON +7ROL DMSFgv BUILDIPI CODE COUFLIA CE OFFICE ACCEFrANCE NO. { +,i - I • `� r?evsd F. K. 7/30/01 Drc-r, Er D.E. Daacriplinn: rNe: Otte: 2/13/98 F.evinnr*s: r8 & EXTR_ ALUMINUM CASEMENT IM Sc'ies /Mo1ef: C -700 Scec: Sheet. I N! S 5 of 5 ANCHORAGE & EXTRUSION PROF 7 LES PACT WINDOW 0rrywoinq No. 339 Rev: C MIA MIDADE BUILDING CODE COMPLIANCE OFFICE (13CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA PCT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (13ORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window- Impact Resistant' APPROVAL DOCUMENT: Drawing No.41 12, titled "Aluminum Horizontal Sliding Window", sheets 1 through 4 of 4, prepared, signed scaled by Robert L. Clark, P.E, dated 5/22/02 bearing thc Miami -Dadc County Product Control Revision stamp with the Notice of Acceptance number and expiration date by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bcar a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by thc manufacturer or its distributors and shall be available for inspection at the job site at the request of the building Official. This NOA revises NOA 99 0204.03 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. M IAM I -DA D E COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA33130 -1563 (305) 375.2901 FAX (305) 375-2908 NOA No 02 -0305.02 Expiration Date: May 20, 2007 Approval -.Date: June 27, 2002 Page 1 MIAMI -DADE COUNTY, FLORIDA 111111 ADE METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 FGT Industries CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 1070 Technology Drive Nokomis FL 34274 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of (305) 375 -2902 FAX (305) 372 -6339 serioc FI.S 710_Aluminum Iforizontal Sliding Window Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use ofA to - tents and types -fi Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) 'under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0204 -03 Expires:05/20/2002 PRODUCT CONTROL NOTICE OF ACCEPTANCE THIS IS THE CO'VERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 05/20/1999 'attract email address: pestauts ter @buiidia;todeaetltae:.eom rancrsco • uintano, R.A. Director 1 of 3 Miami -Dade County Building. Code Compliance Office Raul Rodriguez i! Chief Product Control Division Hooaepast: bitp://www.builIdieveodseuliscrom PCT Industries ACCEPTANCE No.: 99- 020.03 - APPROVED MAY 2 0 1999 MAY 2 0 2002 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of AcceptanceTdesigned - comply - wit -the- -Soy - Florida-B it ding-C- ing-C- otte-(SFSI ��, 1994 Fdrtinn for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series HS 710 Aluminum Horizontal Sliding Window - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4112, titled "Impact Horizontal Sliding Window (XO)" Sheets 1 through 3 of 3 dated 2/16/98, revised on 1129/99, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALL 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of 3 Manuel P rez, P.E. Product Con xamuier Product of Division PGT Industries ACCEPTANCE No.: 92 -0204.03 • APPROVED MAY h 190 EXPIRES . MAY 2 0 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than etghT($) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the productor process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. • 9. This Notice of Acceptance consists of pages 1, 2 and this la t ge 3. Manuel erez, P.E. Product Contr miner Product ontro1 Division END OF THIS ACCEPTANCE 3 of 3 1 --°-] 2.7E4 j 1.187 --- l l -- . 705 062 .737 °FLANGE FRAME JANB 6063 —T5 ALUM. 0 5 GLAZING BEAD 0 FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FTL -1969 1.187 1.403 0 FIXED MEETING RAIL 6063 -15 ALUM. .688 --- t- 1 .062 WIND LOAD ADAPTER 6063 —T5 ALUM. 1.349 - .723 .062 1.183 t 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. 1 .373 t y rh .062 1.187 1.081 1 ® SASH MEETING RAIL 6063-15 ALUM. Robert L Clark P.E. PE 139712 Structvfe2 .062 1 1..273 2.710 1 0 FLANGE FRAME HEAD 6063 —T5 ALUM. ® SASH SIDE RAIL 6063 —T5 ALUM. .062 ---- �} -- 0 FLANGE FRAME SILL 6063 -75 ALUM. FA INDUSTRIES 1 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM S. FL 34274 Draw, e- F.K. Pale: 1 Z /5f01 Do te 5722/02 Dot.: 1 1/2/01 Rerisions: C —NO CHC THIS SHT Dexription: EXTRUSION PROFILES rtk: ALUMINUM HORIZONTAL SLIDING WINDOW , 5.riroiodet HS -710 5ccla: NTS AnnFn SHT 4 t Sheet: 4 of PRODUCT REVISED c a 15 1nyjq WW1 cfar f xie, !work' Coat Accept/am No MLrml Dade Product Central Dtaw'ing No. 4112 • TM 0 • • APPROVED WOOD BUCK 1 3/16" DR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1/4" MAX.] SHIM • 1 1/4" MIN. TYPICAL SILL SECTION SUBSTRATE ANCHORING 1 1/4" MIN. 1/4" MAX. SHIM APPROVED 2x WOOD BUCK TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW TYPICAL SI_L SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK 1 1/4" MIN. 1/4" MAX. j SHIM #10 WOOD SCREW 1 1/4 MIN. S 1 I 3/16" OR 1/4" TAPCON WI #12 HD (SEE NOTE 1) 1/4" / 4" MAX. F SHIM APPROVED WOOD BUCK NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: Fit —1969 Robert L Clark P PE J139712 CirujI' i! TYPICAL JAMB SECTION SUBSTRATE ANCHORING INDUSTRIES 1070 1 DRIVE NOK0MIS. R. 34275 P.O. BOX 1529 NDKOUIS, ft 34274 Rend F Drown Br D. B. Desc Otcn: ANCHORAGE rtne Seriaa/Modat: HS -710 10 WOOD SCREW Dote: 77/5/01 : 22/02 Dote: 2/16/98 APPROVED 2x WOOD BUCK Scats TYPICAL JAMB SECTION WOOD ANCHORING Rrw.:;oru: UPDATED NTS '1 ReYi, ons: FIX TAPCON 0ESIC. Sheet_ 3 ! 4 i i'ituf)VC1• iKFYLSFD n mmp1ying with the noddi fluidal Code Amputee No Expiration Mae cal Digit r ndact Midas ALUMINUM HORIZONTAL SLIDING WINDOW Drcwin9 No. 4112 .02 Rev: d•, EXTERIOR MAX. HE'S -:T MAX. FIXED LITE DAYUGH T OPENING ROUGH OPENING VERTICAL SECTION MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 -- MAX. DAYLIGHT OPENING d 1/8" ANNEALED GLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1/8" ANNEALED GLASS — Robert L Clark. P.E. PE 139712 MAX. WIDTH 2.643 HORIZONTAL SECTION .y 1/2" GLASS BITE L INDUSTRIES 1070 TECHNOLOGY DRIVE NOKO tJS. FL 34275 P.D. BOX 1529 NQKOUIS. FL 34274 R $r F. K. Dram Br 0.8. Desaio4on: T ta_ Scrira/14o te: HS -770 EXTERIOR MAX. DAYLIGHT OPENING --I 1/8' HEAT STRENGTHENED GLASS 1/8' HEAT .09D INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) STRENGTHENED GLASS GLAZING DETAILS: 5/16" (.350) LAMINATED MINATED GLASS Dee: 2/75/98 .7C5 Dote: Re.ieineta: 71/5/01 ADD GLASS DETA1L Doi�� Reri :,:: 5/22/02 C —NO CHG THIS SHT SECTIONS & GLAZING DETAIL ALUMINUM HORIZONTAL SLIDING WINDOW Sag.: SA•al; NTS 2 0f Y 2.784 .500 } 1/2" GLASS BITE ROUGH OPENING PRODUCT 1tEYisED crap yia1 whit s1. f7.N& Sawlog Cade Atitptaacc>y. • — ..R 02 /*In tine Da • • Pty, 2 Dro.ing No. Rev: 4112 C It DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. GLASS TYPE A OR S DETERMINATION (SEE NOTE 1) WINDOW WINDOW HEIGHT WIDTH 26.000 38.375 44.000 50.625 63.000 26.500 A A A A A 37.000 A A A A A 44.000 A A A A B i 1 53.125 A A B B B 63.000 A B B B B 1 74.000 FIXED MEETING RAIL Alum. 6063 -15 SASH MEETING RAIL Alum. 6063 -15 SASH SIDE RAIL Alum_ 6063 -T5 GLAZING BEAD Alum_ 6063 -T5) 6 IWINOLOAD ADAPTER Alum. 6063 -15 7 FLANGE FRAME HEAD Alum_ 6063 -T5 8 FLANGE FRAME SILL Alum. 6663 -T5 12 5 16' 13 5 16 LAMINATED USING LAMINATED USING 612228 612229 612230 6534571 612236 612237 612238 AF -1222 .8 ALUMAX AF -1222 9 8 CP mids.on cf frorne sill AF -53L5 71 .AF -1223 6 ALUMAX AF -1223 7 ALUMAX AF -1223 0 AF - ' 223 8 ITEM • DESCRIPTION 1 FLANGE FRAME ,;AMB Alum. 6063 -T5 x 1.000 Ph. Fl _ SMS QTY./LOCATION 612225 612239 612240 2 6532377 1 8' ANNEALED GLASS 8" HEAT STRENGTHENED GLASS 612244 1 micspan o{ vent ALUMAX ALUMAX VENDOR VENDOR iF AF -1222 5 AF- 223 9 AV-1224- 1l AF -5323 77 AF -1224- . LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: ALSO SEE TABLE BELOW AND 5/16" (.35.0) LAMINATED USING MONSANTO DUPONT W/ 3UTACITE INTERLAYER BETWEEN A_ 1/B ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONFGURATIONS: X0 or OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TAB A S T30o =98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT HEAD & SILL: MAX_ 6" FROM CORNERS_ MAX. 4 & 5" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX_ 15" SPACING. JAMBS: MAX. 5" FROM CORNERS_ MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NC SHUTTERS REQUIRED. 6. REFERENCE TEST REPORT: F TL- i 969 58 1 /4" MAX FIXED UTE DAYLIGHT OPENING 3" MAX HEIGHT A 74" MAX WIDTH 33 5/3 " MAX 33 5/8" MAX DAYLIGHT — — DAYLIGHT OPENING OPENING 8" MAX 4" MAX I ELEVATION GLAZING DETAILS SHT. 2. SAFLEX PVB OR (2) LITES OF: 3. 14 ANTI -LIFT CHANNEL (Alum. 6053 -T5) 15 15 416 x 1.000 PH. PAN SMS 17 WEATHERSTRIP. THIN WALL BULB 18 x .500 PHIL. Fl SMS 19 #8 x 1.000 PHI P.H. SMS 20 SWEEP LATCH 21 WEEP HOUSING 22 WEEP FLAP 23 24 25 8" 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE 10 ROLLER HOUSING BRASS WHEELS WEATHERSTRIP - FILE \F :NSEAL 26 S1-ICON I .27 1 WEATHERSTRIP PULB VINYL 57" WAX VENT DAYLIGHT OPENING Rnhen L. Clark- P_E PE C3tt212 =ttf }t' VINYL 710X1 4 (Windlood Adopter screws 75X1 PPA 2 (for on!i - lift channel) ALUMAX FASTEC '1 ■ MERCHANTS FASTENER 6TP247 8 1 . er Glczin Seca TEAM PLASTICS 7856A 2 Sweep Lcich screws 4 (when using 2 Sweep Latches) 781POA 22 (Frome/Vent ossy. screws) 71096 1 11.5" from ends - vent mtg. roil) MINIATURE DIE CASTING 2 if height is >= 42 ") 70250 3 1 Crnids on 2 1 4' from endsLMASTER TOOL 73251 3 (1 ®mid =_pan 2 1 4" from ends) MASTLR TOOL 2 (CI> eo. end of vent to rail) 7BRWHL2 4 (2 per Roller Housing) 61062W 2 ( ®vent top /bot rolls & mto. roil 62899 6TP249 1 (® vent jamb roil) MERCHANTS FASTENER MERCHANTS FASTENER MASTER TOOL VINYL - TECH /P.G.T. SCHLEGEL CORP_ .DOW CORNING ITEAM PLASTICS TP -24 PGT.214. JCX 7-M10-- .250 7-M10- 251 70312 1 FS7826— 187 899 TP -249 1070 TECHNOLOGY ORME NOKO.11S. FL 34275 P.O. BOX 1529 NOKOLIIS. Fl. 342 ?4 F AT INDUSTRIES Bread 8y: F.K. fiend ay: F.K. Dro By: D.B. DestrOVon: Mir Dote: 1/5/07 Date: I/29/99 Dc la: 2/16/98 Revision z: UPDATE FOR RENEWAL Revisionz: C -ND CHG THIS SHT OX ELEVATION & 8.0.M. PxuDUCT REVISED rocaplyins wire els Flartty BIIIQIGsi Cods Accept sum No Eaplratioy pItc iril Nadi trod ■ Division 5 C: 2 2 LG. MISSILE ALUMINUM HORIZONTAL SLIDING WIND-OW' MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-290] FAX (305) 375 -2908 . TRACO Security Windows & Doors, Inc. 5100 NW 72 Ave. Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County or Florida Building Code. DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) APPROVAL DOCUMENT: Drawing No.M95 -08A, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions," prepared, signed and sealed by Humayoun Farooq, P.E., dated 12/11/01, bearing the Miami -Dade County Product Control Renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 99 - 0104.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 01- 1218.01 Expiration Date: January 2, 2007 Approval Date: January 2002 Page 1 1— 1 MULLION 2 X 2 X 1/8" ALUM ANGLE M ULLION 2X2X : /E" 3+.L131.'. .t1Cu: r 2 -5/6' LO1dG 1 1� 2.000 1 MIN. 1 , , • L, 1? S.M.S. 3 -1/2' MIN. BASED INTO WDDD 3/ ANGLE - MUL30N 2 X 2 X 3/8" N ANGLE 2 -5/8" LONG d • r 14 S.I,S.S. 2/ ANGLE NOTCH ANGLES TO MISS WARBLE S3LL OR TRIM r • 3/16 DIA. TAPOON PRECAST CONC. E -e-- -- 3 1/2" MIN. D B SILL ` r O 3/ ANGLE 2 X 2X /8" ALUM 1MIE 0 - 3 .4 S.M.S. 111111W11 2/ ANCLI 1 > L 3.100 -. 7.8 1 - 1 .325 TYP. MULLION CUP (T_ TI; ANCHOR 5 1 YP[ ' p' 1 THIS CLIP TO FLOAT INSIDE RSULL30N (NO SIDE .*AS REDD.) L g 1. S.M.S. 1 -3/2" MIN. WEED 31•)3'0 }40th? 2/ ANGLE Enema DR. HU/IR/OUR fARDDQ 1 STRUCTURES FLA. PE I? 16557 nrr 9 •3 �r,n - ; 1 MUL10N- ANCHf r .S TYPE { 1 . . '91,-.:: : ,fir % } 3 �� ,. ; L� l i , `,, 1 : t 2 i C3: WCD?l BUCK > :1) r j__ , Li 31:' A.1,'G.I 7G i,h tiw;:Y 17 i 9.1 1 �' 1 i- Ili; 2 X 2 X i /S' 1 1--( .i : U I 1 1111.IIII 11311]Pa3lUID: ,° v i , _ ! j Wiz; 1 1 ] r-e, , i ,.:, JO S 1 l z . ' 1 ' 1-' -t J ✓ I 1 - MULLION 2 X 2 X 3 /£" AL L)1.3 AN=_ 3 -5/6` LONG EXPIRATION DAi •- - - -E -- {=- - -' —�, •y / ! 7tPCDN ] D.1E'ED y 3 1. 1/ ARGO: r �•�ii ?P.11II1�iTllaililll?- • CONCRETE o'r. CONC. FILLED ?LOCKS WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. ?RODUC' RENEWED ACCEPTh33CEN°. O ( -1 L! 9 . p P pp{{,•�}}�P�� D/--i3 TryO•,�rDN>=ss -ROT DIVISION BL D]NG i/0DE W cE 0.71 in flr 0 0 a 0 4 ,.DB Z.13Dc STEP 1 STEP 2 STEP 3 SI,_F 4 EE.3TDD Ty TYPICAL WINDOW FRAME INSTRUCTIONS: USE CHARTS AND GRAPHS P5 FOLLOWS. MULLIONS CONTAINING TYPICAL G'LAZNG PRODUCTS HORIZONTAL AL OR VERTICAL SEE WDNDDW OR DOOR APPROVAL FOR r=ASIENEEPS SIZES AND SPACING DETERMINE DESIGN LOAD REQUIRE) PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MILS INC ABOVE LOAD RE USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIF1uD IN STEP 1 ABOVE. USING ANCHDR TYPES ON SHEET 3, AND ANCHOR GRAPHS STEP 6 ON SHEET 2, SELECT ANCHOR TYPE WFi3 -: DESIGN RATING MORE THAN THE DESIGN LOADS SPEC1F10 IN STEP 1 ABOVE. 7)7'01 CLAZHNG PRODUCT 1 X 1 ): i LLL3 TUB[. m:m-4 3.D013- 1 ); 3 ): 1/16 ); t11J1,! TUBE 1 Y. Li /. 1 . 5 ) .5/.!)2' j TUBE zAOfl --� 1 3.DDD E.no_r. DR. HUMAYOUN FARODD STRUCTURES FLA. PEI 15557 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH 11-1._E ML'WONS MUST MEET THE APPLICABLE DADE COUNTY P.EOUhREI,3EieTS I.E. WIND LOAD, AIR & WA ER INF1LTRA1101q, F0RCO ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHDR EMBED MINT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDrDNS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW_ .. AL MUWONS TO BE ALLOY 5053 —T5. PROD UCH' RENEWED ACCEt'TA'dcEN . O/— l2 f $. i I F.YI..ATD)iDATE By HOD'JCT C7i NTROi. DTVISIC3 . ?U3 DI G CODE 0Oi3 PLLANC5 OFFICE. Utz *v 2 � 3.007 ::4 5 ‘1101 1 1 1 1 1 1 i 1 li 141-223407- I o -7 -L,D f YP1 4. 1 1 I -3 g\ l \1\ 1 :: m1 I\ i \1 1 1 \ \ i 1 \ 1 , 1 1 i11 11111 - r )T 0( I m= I\ 1 \'\ 1 Ilei► . 1.1= F 1 CO . \3, \1 \ \1 \ \ _ ' 1 , \ pus i WIEMEUMMiniii � --` \Fame` -Imo \ 1 1 2e 50 -40 5.0 , .r �l h.0 70 B0 1 eiMii Trn i ILNIMPLINNI MI 11k 7 ; 1 ,. r1 , , I ,. ( 1 , 1 11 1 . 20 21y 40 S0 1111 bid .111 1 , 1131 7O B1 11 , ::4 5 ‘1101 1 1 1 i , \1 � J =1 - As., \ 1 1 1 ANI".. DRQ TYPE 1 -�� -B R, R i i1 \ i 1 n 1 1 1 I I -3 g\ l \1\ 1 m1 I\ i \1 \ \ i \ 1 , 1 1 i11 11111 - r )T 0( m= I\ 1 \'\ 1 Ilei► 1 1 Enill 1.1= F CO . \3, \1 \ \1 \ \ _ ' ER � � , �I pus i WIEMEUMMiniii � --` \Fame` -Imo Lv co 2e 50 -40 5.0 , .r �l h.0 70 B0 •m�l� 1' '� � \ , , \1 � J =1 - As., \ \ _ __ _1 i11 11111 - r )T 0( Trn i 1 • • PRODUCT 1 A.$,ORC C1-311NC CL .2IIi•C PRODUCT 1 PRODUCT 3 1 I 1 L iJULUON SPAN - .1—'_"'—mow 4M r.••• ,. ?;—a 1 i 1 - l,? I 1 1 E: �� 1 7 1 q 1 i 1 1f J j U1 1 1 1 1 1 1 °. I� n fj 1 \: =� 1 .'-Id?' l;iLlift LP?! 1 1 r; J� N 1 I 1 1 1 1 — ' . 1 1\ 1 1 / i l l J r. is 2— 1 - 1 1 17 — 1 � f .' 1 -- 111 1 1 ,__1:1 -- 1 i E 1 f ' n � '.! i I 1 j 1 = � ' J H j \ 11 i \ 1 1 . 1.. 1- ji 1 3 \ 1\1 1\1 i 1 1 - 1� i 1 77;3 l 1 , 1 ' H 7 Th 1 1 1 ! 2e 30 4n 5e be le A1iCYORS TYPE J,$, OR C GLATINC, PRODUCT ANCHORS r TYPE AS, OR C 1 Li S4r* - r1 �11 1 1 1: 77 1 11 VERTICAL IJ. GLAZING PRODUCT 1 \_ JaccH RS 1 L S. OR C TRIBUTARY WIDTH = " O 2 5 In a 1 W2 2 i HORIZONTAL MUWON _ � " 1 1 1 1 1 f 1 � 1 j m._ ra �1 1 1 I\ 1 1 1 T' = 1 • '-. ; \ 1 1 11 1 — 1 — ? _ ' 11 = 3� 1 w -, , 1 .1-1 1 \Dr' - 1 L_ T PG' 1 1 \I (- l n u. - 1 \ -11 SI '.-110 \ �� 1 i j � '�,, �71 f l 1 1 1 1 L 3� v '� \. 1 `-1 HHTh , —c J 1 •r \A?.H : 7 1 ti] 3 E ' !'!L'_ Li; _i :r.L;' . , ,7 1 ; r 3` � j 1, _,r. ,• ) 4i ji i \ PT - 7 1 r >, -. F w. ;ter TYPICAL MULLION ARRANGEMENTS ANCHOR - LOAD CI-3.R , IR_.UTARY WIDTH - INCHES FOR ANCHORS L� D 1-1 H 0 • � J J ,� _1 .\ 1 22 2D1 AO __� bL '7.33 213 2.-B t - - 'TB 21 ,,...., DESCRIPTION SEE SHEET 3 OF 3. 1 1'c 1 T Al Y WIDTH - INCHES MI1 1 = f)1 1 I ,\ L1 =.�J 1 r13 1-.1-E �,r , 1 , nal ca)•r 7 e. - �, r1 E,; 1 1! , 1 . 1 x LL t 17 ) 112 11 1 \I 1 CI _1 1i_1 I � � t \, 1 1\•. 1 1`�,1 I �1 EA 11 1 ) L 1J�1, >T3 \ I - 7 I7 Eno, DEC 1 2 LOO! D.R. HUMAYOUN FF RDDQ STRUCTURES A. PE 15557 \I 1 El 1 1 1 1 1 11. 11 1 T 1 -1 ' IN " I\ 1 \1 1 1N! 17 1Th-1. 1 1 m 1 ,�1 1 2g 30 Gii S; b1 7Z Et T?? PUTL&RY 3d3DT1-1 - D CHES 1 1 1 11 1 1 -- ' 1 � ) . 1 .�' 1 1 4 11!1 \ 1 1', ! 1 1' �1� - `', -' 1 � \ 1 1\ !711 l \J.-7 I 1'- J 1 ,, , rr !')LL 3[i)', ; - 7/, -. fir: r1 AL:3Y. 7IT1'1',, i 1 i ' _ .1. i • 1 . i , 2Z :BZ r, (� ) bF .I - 7! E 1R i2U1APY 2. � J - INCHES ,&NCHOR Lt3Lr3 C# a? TRIBUTARY WIDTH - INCHES PRODUCT RENEWED Ac PTJ _b 1 -1 V!'s. 01 BaIRATION DATE tt>ti 2, Zo17 D UCTOORMLDMION ELM-DNG OMB ( ji111rilP ' : iCE