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375 NE 94 St (9)Donald Hodgetts, P.E. 5901 S.W. 74 STREET -SUITE 405 -SOUTH MIAMI, FL 33143 305 - 663 -8885 (FAX) 305 - 663 -9841 COMPUTATIONS FOR ARDEN ADDITION WIND LOADS DONALD HOIDGETTS, P.E. #18 DONALD HODGETTS, P.E. C O N S U L T I N G E N G I N E E R 5901 S:W. 74TH STREET, SUITE 405 SOUTH MIAMI, FL 33143 TEL. 305- 663 -8885 • FAX 305- 663 -9841 ithycic 41, �'• � .cs c‘ . 1 -rit. fl2;1►3Afir.0) rby Pice.Aoricezr JOB: f /lv ®'a SCOPE: 'WIA) a Offers' NUMBER: ®Q'_ GG 4 ➢ DSNGR: mil+✓ d se is 22 �. S' 1Z) cOgi iccof= Si m PC • • /2://'g * PAGE: DATE: 31/Of of Project Name: Arden Location: By: DWH Start Date: 2/8/05 Comments: ..\Jay Alorro \My Documents \Designl.wls Arden Local Information Wind Dir. 1 2 3 4 Exposure C C C Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. February 9, 2005 ASCE7 -98 Wind Loads on Structures -- [1.11] Copyright © 2000 SDG, Inc. Page 1 of 11 Arden Section - Main Section Enclosure Classification: Enclosed Building Category: II Wall 1 2 3 4 Roof Shape: Hipped Roof A &B C &D Length(ft) 52.0 22.0 52.0 22.0 Slope(:12) 4.5 4.5 Overhang(ft) 2.0 2.0 2.0 2.0 Eave Height: 11 ft Parapet Height: 0 ft W1 A W2 W4 B W3 A ._ C.._ B W1 I W4 1W3 Top Front February 9, 2005 ASCE7 -98 CF. B W4 I W3 jW2 Right Wind Loads on Structures -- [1.11] Copyright © 2000 SDG, Inc. Page 2 of 11 Arden Composite Drawing A D 4 B 3 J February 9, 2005 ASCE7 -98 Wind Loads on Structures -- [1.11] Copyright © 2000 SDG, Inc. Page 3 of 11 Arden Components and Cladding Input ASCE7 -98 Component Description I Wall /Roof I Surface Label I Zone! Span(ft) I Width(ft) Area(sqft) W10 Wall 1 (All) 10 W20 Wall 1 (All) 20 W35 Wall 1 (All) 35 W50 Wall 1 (All) 50 W100 Wall 1 (All) 100 W200 Wall 1 (All) 200 W500 . Wall 1 (All) 500 R10 Roof A (All) 10 R20 Roof A (All) 20 R50 Roof A (All) 50 R100 Roof A (All) 100 R200 Roof A (All) 200 R500 Roof A (All) 500 February 9, 2005 Wind Loads on Structures -- [1.11] Copyright © 2000 SDG, Inc. Page 4 of 11 Arden ASCE7 -98 Components and Cladding Output Component Description Surface I Zone I z(ft) I q(psf) I GCp I GCpi I ExtPres(psf) I Net w/ +GCpi (psf) W10 1 4 13.1 39.4 1.00 0.18 39.4 32.3 13.1 39.4 -1.10 -43.3 -50.4 5 13.1 39.4 1.00 39.4 32.3 13.1 39.4 -1.40 -55.2 -62.3 W20 1 4 13.1 39.4 0.95 0.18 37.4 30.3 13.1 39.4 -1.05 -41.4 -48.5 5 13.1 39.4 0.95 37.4 30.3 13.1 39.4 -1.29 -50.8 -57.9 W35 1 4 13.1 39.4 0.90 0.18 35.5 28.4 13.1 39.4 -1.00 -39.4 -46.5 5 13.1 39.4 0.90 35.5 28.4 13.1 39.4 -1.21 -47.7 -54.8 W50 1 4 13.1 39.4 0.88 0.18 34.7 27.6 13.1 39.4 -0.98 -38.6 -45.7 5 13.1 39.4 0.88 34.7 27.6 13.1 39.4 -1.15 -45.3 -52.4 W100 1 4 13.1 39.4 0.82 0.18 32.3 25.2 13.1 39.4 -0.92 -36.2 -43.3 5 13.1 39.4 0.82 32.3 25.2 13.1 39.4 -1.05 -41.4 -48.5 W200 1 4 13.1 39.4 0.77 0.18 30.3 23.2 13.1 39.4 -0.87 -34.3 -41.4 5 13.1 39.4 0.77 30.3 23.2 13.1 39.4 -0.94 -37.0 -44.1 W500 1 4 13.1 39.4 0.70 0.18 27.6 20.5 13.1 39.4 -0.80 -31.5 -38.6 5 13.1 39.4 0.70 27.6 20.5 13.1 39.4 -0.80 -31.5 -38.6 R10 A 1 13.1 39.4 0.50 0.18 19.7 12.6 Wind Loads on Structures -- [1.11] Copyright © 2000 SDG, Inc. February 9, 2005 Net w/ -GCpi (psf) 46.5 - 36.2 46.5 -48.1 44.5 - 34.3 44.5 -43.7 42.6 -32.3 42.6 - 40.6 41.8 -31.5 41.8 -38.2 39.4 -29.2 39.4 - 34.3 37.4 -27.2 37.4 -29.9 34.7 -24.4 34.7 -24.4 26.8 Page 5 of 11 Arden Components and Cladding Output February 9, 2005 ASCE7 -98 R10 IA 11 113.1 139.4 10.50 10.18 119.7 112.6 126.8 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) R10 A 1 13.1 39.4 -0.90 0.18 -35.5 -42.6 -28.4 13.1 39.4 0.00 0 0.0 2 13.1 39.4 0.50 0.18 19.7 12.6 26.8 13.1 39.4 -2.10 -82.7 -89.8 -75.6 13.1 39.4 -2.20 0 -86.7 3 13.1 39.4 0.50 0.18 19.7 12.6 26.8 13.1 39.4 -2.10 -82.7 -89.8 -75.6 13.1 39.4 -3.70 0 -145.8 R20 A 1 13.1 39.4 0.44 0.18 17.3 10.2 24.4 13.1 39.4 -0.87 -34.3 -41.4 -27.2 13.1 39.4 0.00 0 0.0 2 13.1 39.4 0.44 0.18 17.3 10.2 24.4 13.1 39.4 -1.89 -74.5 -81.6 -67.4 13.1 39.4 -2.20 0 -86.7 3 13.1 39.4 0.44 0.18 17.3 10.2 24.4 13.1 39.4 -1.89 -74.5 -81.6 -67.4 13.1 39.4 -3.34 0 -131.6 R50 A 1 13.1 39.4 0.36 0.18 14.2 7.1 21.3 13.1 39.4 -0.83 -32.7 -39.8 -25.6 13.1 39.4 0.00 0 0.0 2 13.1 39.4 0.36 0.18 14.2 7.1 21.3 13.1 39.4 -1.61 -63.4 -70.5 -56.3 13.1 39.4 -2.20 0 -86.7 3 13.1 39.4 0.36 0.18 14.2 7.1 21.3 13.1 39.4 -1.61 -63.4 -70.5 -56.3 13.1 39.4 -2.86 0 -112.7 R100 A 1 . 13.1 39.4 0.30 0.18 11.8 4.7 18.9 13.1 39.4 -0.80 -31.5 -38.6 -24.4 13.1 39.4 0.00 0 0.0 2 13.1 39.4 0.30 0.18 11.8 4.7 18.9 13.1 39.4 -1.40 -55.2 -62.3 -48.1 13.1 39.4 -2.20 0 -86.7 Wind Loads on Structures -- [1.11] Copyright © 2000 SDG, Inc. Page 6 of 11 Arden ASCE7 -98 Components and Cladding Output February 9, 2005 Component Description' Surface IZone Iz(ft) Iq(psf) IGCp GCpi l ExtPres(psf) I Net w/ +GCpi (psf) R100 A 3 13.1 39.4 0.30 0.18 11.8 4.7 13.1 39.4 -1.40 -55.2 -62.3 13.1 39.4 -2.50 0 -98.5 R200 A 1 13.1 39.4 0.30 0.18 11.8 13.1 39.4 -0.80 -31.5 13.1 39.4 0.00 0 0.0 2 13.1 39.4 0.30 0.18 11.8 13.1 39.4 -1.40 -55.2 13.1 39.4 -2.20 0 -86.7 3 13.1 39.4 0.30 0.18 11.8 13.1 39.4 -1.40 -55.2 13.1 39.4 -2.50 0 -98.5 R500 A 1 13.1 39.4 0.30 0.18 11.8 13.1 39.4 -0.80 -31.5 13.1 39.4 0.00 0 0.0 2 13.1 39.4 0.30 0.18 11.8 13.1 39.4 -1.40 -55.2 13.1 39.4 -2.20 0 -86.7 3 13.1 39.4 0.30 0.18 11.8 13.1 39.4 -1.40 -55.2 13.1 39.4 -2.50 0 -98.5 4.7 -38.6 4.7 - 62.3 4.7 - 62.3 4.7 -38.6 4.7 -62.3 4.7 -62.3 Net w/ -GCpi (psf) 18.9 -48.1 18.9 -24.4 18.9 -48.1 18.9 -48.1 18.9 -24.4 18.9 -48.1 18.9 -48.1 Wind Loads on Structures -- [1.11] Copyright © 2000 SDG, Inc. Page 7 of 11 Arden MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 February 9, 2005 ASCE7 -98 # 'Surface I z (ft) i q (psf) 1G I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi (psf) I Net w/ -GCpi (psf) 1 Windward Wall 11.0 39.4 0.88 0.80 0.18 27.7 20.6 34.8 Overhang Top 13.1 39.4 0.02 0 0.7 13.1 39.4 -0.44 -15.3 Overhang Bot 11.0 39.4 0.80 27.7 2 Side Wall 13.1 3 Leeward Wall 13.1 4 Side Wall 13.1 A Windward Roof 13.1 B Leeward Roof 13.1 C &D Roof 13.1 * Distance from windward edge. 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 39.4 0.88 -0.50 0.18 -17.3 -24.4 -10.2 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 39.4 0.88 0.02 0.18 0.7 -6.4 7.8 39.4 -0.44 -15.3 -22.3 -8.2 39.4 0.88 -0.60 0.18 -20.8 -27.9 -13.7 0 to 6.5 * 39.4 0.88 -0.95 0.18 -32.9 6.5 to 13.1 * 39.4 -0.86 =29.8 13.1 to 22.0 * 39.4 -0.54 -18.7 - 40.0 - 36.9 -25.8 -25.8 -22.7 -11.6 Wind Loads on Structures -- [1.11] Copyright © 2000 SDG, Inc. Page 8 of 11 Arden MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # I Surface 1 Side Wall 2 Windward Wall 13.1 39.4 0.80 28.1 15.1 39.4 28.1 Overhang Top 13.1 39.4 0.21 0 7.4 13.1 39.4 -0.29 -10.2 Overhang Bot 11.0 39.4 0.80 28.1 3 Side Wall 13.1 39.4 0.89 -0.70 0.18 -24.5 4 Leeward Wall 13.1 39.4 0.89 -0.28 0.18 -9.8 C Windward Roof 13.1 39.4 0.89 0.21 0.18 7.4 0.3 14.5 13.1 39.4 -0.29 -10.2 -17.3 -3.1 D Leeward Roof 13.1 39.4 0.89 -0.60 0.18 -21.0 -28.1 -13.9 A &B Roof I z (ft) I q (psf) I G I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi ( psf)I Net w/ -GCpi (psf) 13.1 39.4 0.89 -0.70 0.18 -24.5 -31.6 -17.5 0 to 6.5 * 6.5 to 13.1 * 13.1 to 26.1 * 26.1 to 52.0 * * Distance from windward edge. 39.4 0.89 -0.90 0.18 -31.6 39.4 -31.6 39.4 -0.50 -17.5 39.4 -0.30 -10.5 - 31.6 -16.9 -38.7 - 38.7 - 24.6 - 17.6 February 9, 2005 ASCE7 -98 21.0 35.1 21.0 35.1 -17.5 -2.7 - 24.5 - 24.5 -10.4 -3.4 Wind Loads on Structures -- [1.11] Copyright © 2000 SDG, Inc. Page 9 of 11 Arden MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # I Surface I z (ft) C &D Roof Leeward Wall 13.1 0 to 6.5 * 6.5 to 13.1 * 13.1 to 22.0 * * Distance from windward edge. Iq (psf) G I Cp I GCpi I Ext Pres (psf) Windward Wall 11.0 39.4 0.88 0.80 0.18 27.7 Overhang Top 13.1 39.4 0.02 0 0.7 13.1 39.4 -0.44 -15.3 Overhang Bot 11.0 39.4 0.80 27.7 39.4 0.88 -0.50 0.18 -17.3 -24.4 -10.2 Side Wall 13.1 39.4 -0.70 -24.3 -31.4 -17.2 Side Wall 13.1 39.4 0.88 -0.70 0.18 -24.3 -31.4 -17.2 Windward Roof 13.1 39.4 0.88 0.02 0.18 0.7 -6.4 7.8 13.1 39.4 -0.44 -15.3 -22.3 -8.2 Leeward Roof 13.1 39.4 0.88 -0.60 0.18 -20.8 -27.9 -13.7 39.4 0.88 -0.95 0.18 -32.9 39.4 -0.86 -29.8 39.4 -0.54 -18.7 Net w/ +GCpi (psf) Net w/ -GCpi (psf) 20.6 34.8 - 40.0 - 36.9 -25.8 February 9, 2005 ASCE7 -98 -25.8 -22.7 -11.6 Wind Loads on Structures -- [1.11] Copyright 0 2000 SDG, Inc. Page 10 of 11 Arden MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 Surface I z (ft) I q (psf) I G I Cp ] GCpi I Ext Pres (psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 1 Side Wall 13.1 39.4 0.89 -0.70 0.18 -24.5 -31.6 -17.5 2 Leeward Wall 13.1 39.4 -0.28 -9.8 -16.9 -2.7 3 Side Wall 13.1 39.4 0.89 -0.70 0.18 -24.5 -31.6 -17.5 4 Windward Wall 13.1 39.4 0.89 0.80 0.18 28.1 21.0 35.1 15.1 39.4 28.1 21.0 35.1 Overhang Top 13.1 39.4 0.21 0 7.4 13.1 39.4 -0.29 -10.2 Overhang Bot 11.0 39.4 0.80 28.1 D Windward Roof 13.1 39.4 0.89 0.21 0.18 7.4 0.3 14.5 13.1 39.4 -0.29 -10.2 -17.3 -3.1 C Leeward Roof 13.1 39.4 0.89 -0.60 0.18 -21.0 -28.1 -13.9 A &B Roof 0 to 6.5 * 6.5 to 13.1 * 13.1 to 26.1 * 26.1 to 52.0 * * Distance from windward edge. 39.4 0.89 -0.90 0.18 -31.6 39.4 -31.6 39.4 -0.50 -17.5 39.4 -0.30 -10.5 - 38.7 - 38.7 -24.6 -17.6 February 9, 2005 ASCE7 -98 -24.5 -24.5 -10.4 -3.4 Wind Loads on Structures -- [1.11] Copyright © 2000 SDG, Inc. Page 11 of 11 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO: dS - 23 I TAX FOLIO NO. 1 I 32o 13 G (ZD STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: LoT 1 1 4 AqN p epzir 3 I or J-oT 13, 'L4-- L f n p,.N AM &ii Pe, PST Q h /AI 1 I Stjt,P —fr; ooe n ) 1"610 j P 3, X7 ' 9r •) M 1AM I 1-JQi S � 2. Description of improvement:1/((`l ip, tN 4 2.22•- gaLik NT 3. Owner(s) name and address: Xif laerJi N' sr- ti(pshi 5 0a-es 1 F(. Interest in property: tiM S(Blelf5 — n - TL' -°('2 Name and address of fee simple titleholder: 540 er 7 S ) 6 4. Contractor's name and address: G I-fid) G L 4 P A : S • 140A -7•G cirowrse- lobo 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: N • -A- • Amount of bond $ 6. Lender's name and address: WI7AI6ToN [NUT IFAML1 fA )115ic W 69' 'ANe . - ?' °1 5 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 1, 4•04- • 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N +g fi 9. Expiration date of this Notice of Commencement: (the expiration date is 1 yearfrom the date of recording unless a differe i -j -cified) Signature of Owner Print Owner's Name IS 4 Sworn to and subscribed before me s is t dday o Notary Pu Print Nota My commission expires: 123.01 -52 PAGE 4 8/02 /0 Lidie Gonzalez My Commission OD113$43 ‘0, J Expires May 01, 2006 0, OR \0 n t h,s ■5 a ER 6Y CE , I t ` 5 oti iN tole /ati o r18 1n a 4 0'1 , 20a/. 1111111 IIIIIIIIIIIJIIIIII01111111 IIIJII C :FN 200 DR Bk 23189 F's 3741► (1ps) RECORDED 03/22/2005 11 :55 :26 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 0 Prepared by Address:`' 503 E rliS /2,c-c ADE COO\' co‘ 1 f c.3 1. cou tt' Q ° • 01/15/2002 16:03 3055936592 • PRODUCT CONTROL NOTICE Or ACCEPTANCE Construction Glass Industries Corporation 7340 N.V. 62nd Street Miami ,FL 33166 Your application for Notice of Acceptance (NOA) of: Series 450 In /Out Swing Aluminum Strurt:front Door \\' /Sidelites under Chapter 3 of the Code of N4 imi -D;tdc County governing the use orAlternate Materials and Types of Construction, and completely described herein. has been recommended for acceptance by the Miami -Dade County Buildine Code Compliance Office (BCCO) under tic conditions specified herein. This NOA shall not be valid after the expiration dace stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant Cur quality control testing, It 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 rieht to revoke this approval. it it is determined by BCCO that this product or material fails to meet the requirements of the South Florida I3uildine. Code. • The expo se of such testinu will be incurred by tlt■ manuiacwrcr. ACCEPTANCE NO.: 01 -t 109.03 EXPIRES: 11/09/2006 TIIIS IS TIIE COVERSUEET. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS [;URuplAg_gDA_F_ :112?.?. .r ytr.�v t�I�tlT This application for Product Approval has been reviewed by the BCCO and approved by the Building: Code and Product Review Committee w be used in ,Miami -Dade County. Florida under the conditions set forth above. APPROVED: 12/20 /2001 t1 s04S00011pc2000 \ \tomplscoslnocicc aecepunce cower pate.dot Interact mail address: posnnastcru build inv,codeonline.com t�Ul !' IPIVUl'1 d: LVVR.J Nt1,t.\Il -DARE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING Ilt'ILDING CODE GOfI'L1. \NCt. OI FtCI �i1i I'ltt ?- t7. \I)F FL, \GI,I {It BUILDING 1 -10 FLA( ;l.F.R S - ritE1 i . slll l'I•: 16113 VtIt \All. FLORIDA 33130 -1563 (305) 375 -2901 FAN (305) 375 -290X c ox-m . I'Olt t.,CEN;slNU 5t :f "1'10 : (305) 375.2<27 FAX (3031 375.253s c:u, Olt L:MFUDC:011 DIVISION Ou5) )75 -2966 I:. \x (3USI 375._')tly XL/ I'IU)nuc l' CONTII01. 1)1\1SIO` 00513 FAN (301)72.6;k) Raul Rodritti Z Chief Product Control DI\ uu)n Francisco J. Quintana- R.A. Director Miami -Dade County pttildine Code Compliance Oflicc Hon epage: http: / /l,ww.buildingcodeotllinc.conl Ul /1J /'ZUU2 lb: L1J UJJ7�b 17_ Construction Glass Industries Corporation ACCEPTANCE No.: 01- 1109.03 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS APPROVED: December 20. 2001 EXPIRES: November 19, 2006 1. SCOPE 1.1 This revises and renews Notice of Acceptance (NOA) No. 98- 0608.20, which was issued on November 19, 1993. It revises and renews the approval of an Aluminum storefront door, as described in 'Section 2 of this NOA, designed to comply with the South Florida 13uiltling Code (SFBC), 1994 Edition 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 "450" In / Outswing Aluminum Storefront Door w /Sidclitcs — Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No W98 - 01, Sheets 1 through 7 of 7, titled "Series 450 Doors and Sidelites," prepared by At Farooq Corporation, dated 10/20/97 and revised on 11/1/01, signed and sealed by Dr. Humayoun Farooq. 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 application of pair of doors and single door with & without sidelites only, as shown in approved drawings. Single door unit shall include all components described in thc active leaf of this approval. 4. INSTALLATION 4.1 The aluminum swing doors w /sidelites and its components shall be installed in strict compliance: With rid approved dea kt . 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 copics 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 thc South Florida Building Code ($1 in order to properly evaluate the installation of this sYSt: Raul Rodriguez, Chief Product Control Division 01/15/2002 16:03 3055936592 CGI U1NLUW ." UUUt. Raul Rodriguez, Chief Product Control Division rarest u� Construction Glass Industries Corporation ACCEPTANCE No.: 01- 1109.03 APPROVED: December 20 EXPIRES: November 19, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this 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 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 scaled 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 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 (or retnb of this Adeeptatiee: a) Unsatisfactory performance of this product or proccss. 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 or Ace ptnncr'< 9. This Notice of Acceptancc •consists of pages 1. 2 and this last page 3. ENI) OF THIS ACCEPTANCE 3 TYPICAL ELEVATIONS r mitE VI Orb! STEPS 10 USE CHARTS /GRAPHS SEE S! 1. I7 U7 TIPLE SIOELUES AVAILAe t D eNCL L.L. DPG 1 ]6' 24 7/!• •2• 70 -7 /e PAnCL HC 1.11 SO' 94' 96' w!• D.L. OPG. )4E JGN7 6 -1/2' 70-1/2' . 76 -1/2• 6L -1 /2• 9t -1/2' APPRsVt0 C3.PI Ytro H THE S J6i n. ICA BA 6s9c:¢07E ttrrr 4j 4r 1D,zailr 6r PRCOLC10Jrf1R07 0150512711 re.isions: eul1ANC CODE cor.ruvock WI ICE • r�K t1 PL`[PIAYCE110 1 - f 03 p 6 6.41 EN : 6DIe : t••• rot r0 LL1 t -r J1 s “P . N35 : Seri e1 450 Dotal & Sidelilee Al rarwl Corporation Dr. Hurnoy .n rarooq SI/uclvd -no. PE R 16557 EVXNQ _ -o - 01115911110 CGSR 011/11 -I - IRSw1Y 0009 0[INl - I1EIA OESCRe'T", see sheet 7 r 1) GORPe n ATr ON r44sNx1314 4171.1 nattrxs tojo10tn 7616.oMnesl 17 Red. ..7.0.7 .11-,667 13166 W98 -01 10 -20 -97 1 skeet 1 01 1 1•InGC (0C•i ftws 7.e X. 0000 "C10141 f+0. RCOD H•>•_ 3:P•CIr7G Ur 113 7• -6 J /•• ] 35 7 /j• A BOvC 7' -6 3/4' 4 30 1 'e • TYPICAL ELEVATIONS / TRUE HORIZONTAL MVNnN (I OR NC ..E PER PMal) OPTIONAL TRUE MUNTINS DOOR OR SOCLITt RESIDENTIAL NAROWARE COMMERCIAL HAR®WARE HARDWARE DESCRIPTION t -i IA. MUl•.°UM rY4047e 77RUCTUA13 e( ( I I TYPICAL GLAZING DETAIL MN 072001 APfFO D /•c_ CO t1. IYIr.G WSW 1 11( S9t t(Fir cult oIY cnr DAt( AM' 1.V iLvt 87 JC7CO7.7R01 IJru( /1 °Liam: C Mr Cnur•t b:rKC Or r l( ACC( Plf.rc>= »;) 01 1404,8 -0 - 0O1S MIC DOZY( OE IAA 1 - 1toSn(NG 0008 OF I AL. n I! L DESCR'FTION (lee %heel] oI 7) • CM. C OA P 0 n..Tra coniPuc10. $11314 irAmyin croycrovorn 76 it) IR9n6t 61 drill Toni. nvido I1r66 pr°duel : Stiles 430 Doors & Sideli1e7 W98 — D) CNQNELR : AI ra'eoa Corperolion Dr. N..noro.n (arooq stratum' -no. rt A 16557 dale : 10 - - 1 sheet IA 01 7 BILL OF MATERIALS S TEM Ts B 151 IB) 10 110A} hoe] DESCRIPTION f12 X I 1/4" HEX HEAD S/S SMS (3 PER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT I 1/2" X 1 1/2., X 3/16'THK. ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24 3/16" . 0.C. MAX. 9/32" 01A. HEAD & SILL lt4STLL. HOLES AT 6" FROM ENDS, 3 CEN TER OF PAIRS SPACED 5" 0.C. & 24" O.C.. MAX. COX I" PH —PH —SS TEKS SCREW, § 3" & 7" FROM ENDS & 24" 0.C. MAX. #14 X 3/4" HEX HEAD 5/S TEKS .SCREW AT 6" FROM ENDS & 24 3/15" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER F;N (ULTRAFAP 3032) 350 HIGH FOAM —T1TE WE&THERSEAL (AMESBURY p" 3201i) THREE POINT LOCK AT ACTIVE LEAF CUSTOM CGI THREE POINT LOCK MECHANISM WHICH CONSISTS OF (1) TITAN KWIKSET SERIES 780 DEADBOLT (OR EQUAL) (2) DEADBOLT LATCH (TOP & BOTTOM) ANC CUSTOM CGI INTERIOR LINKAGE MECHANISM REFLECTOLITE SERIES 6000 THREE POINT LOCK MECHANISM 141 1 1 5 1 X6 1 1 17 1 181 .HAGER 4 1/2" X 4" SOUO BRASS (OR S /5) HINGE SECURED WITH (8) W12 -24 X 1/2" BRASS F.N. 14.5. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7 3/4" TO 9' -0 3/4" NIGH) FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF (MODEL 5509) WITH REINFORCED TIP 1/2" NOMINAL (.466 ACTUAL) LAMINATED GLASS COMPOSED OF (2) 3/16 THK. GLASS (.ANNEALED OR HEAT STRENGTHENED) AND .090 THK. SAFLEX INTERLAYER GE -1200 SILICONE 3/4" X 1 1/4" X 3/4" X 1/8 "THK. CONTINUOUS ALUMINUM CHANNEL SECURED WITH INSTALLATION SCREWS ( SEE ITEM 1 5) ) 1/2" THK. (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2) .090 THK. ALUM. SHEETS & (1) 1/4" PLYWOOD AT CENTER 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE t , 7/5" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR 110V 07 2091 C1L c ORP0 TION Iolslrclon 1bff il..'mird rvy Rim 7610 roM.est 62 ID re Rion+, Mrim _])161 W98 -01 pt *dot! : Sefies 450 Do'rs & Side:Res ENCINEEA A7 F Cfryo'alion Dr. Numoyoun E co mu; St,ucturat -no Pt / :6557 dote : CO-20- 97 1 oNeel 2 of 7 1X4 PT W030D SCALA!W1 TYPICAL 1 3 1/4 X 2 3/4' LONG � 1APCON SCREW / A q 6" ER Cty EN 9S • R 1 �5 5 ET 9 TYPICAL TYPICAL 2A OPTIONAL SQUARE GLAZING TYPICAL E� OPnmtAL 1ti51ALLAnoy U13 2X4 PT Y4JCO 1/C -- X 1 3/4 LONG TAPCCCIN SCREW O sr 4 ENDS & 24' 0 C. 1/4 X 33/4 - L TAPCON SCREW SE SHE VI 6 204 P1 VLl0O OPMal INS TAIL ATION n4T0 204 PT MOD 8 9 502 592 EXTERIOR ■.BS2 12]0 -- 9 505 504 13 I/t — X 3 3/4' LO4C FAPCON SCREW — 0 5' FROM ENDS & 20 0 C. (SEE SHEET 6) — X 4' LONG 1 APCCN SCREW NOTE: WOOD BUCKS NOT BY CGI MUST SUSTAIN LOADS IMPO.3EO BY GLAZING SYS1EM. APP2OYTD 'I TH 14E SQUAT! RORI 0UI.0144 0 :•i![4� 4.W154F " et" QY FROCflK1 COUTAOl IXN9t0N BUn,JTl10 CODE CO PW ICF On1 Af.GEaffi9CE 4.0 -11 E° •C J TY?tCAL AHC4Jl0RS SPACED AS SHOWN IN D11A S ARO CHARTS. ANCHORS 1OI.BE Al 6 ROM OOJ0&ERS TAX. SPACIP1 24' 0..C. Al HEAD & 911. tny. o.n_ HU+..OUH rug= r'3.A K 1 X5151 144 PT WOOD 509 1 t .4 5 .left FRAME WIDTH NOV 07 ZDO1 505 {2A 1YPICAL PANEL. ASSQIBLY TYPICAL PANEL ASSEN.OLY 'TYPICAL PANEL ASSEA48LY 502 -3)5 OR 2 :0 TOP Sc BOTTOM OF INACTIVE PANEL • CM. G OAP O.+eTrON aa.)nxli.n Os, nd.tb■t rnporotin /E10 roMaal 42 .e .e4 when. I1314t M11 product : Stria 450 Doars & Siddi1.3 (NORM ; Al roroe4 Cnrporotion Or. Hwno pun Toroaq SIn,c1,rd -no. PE 1 16557 dole : 10 -20 -S) 1 slrett ) 'tv96 -01 or ) o 511 000R FRAME W1DT}'I THIS SILL IS NOT RATED FOR WATER w1DE SADDiE THRESHaD EXTERIOR 2ere [—US. 1/4" — X 1 3/1" TONG TAP CON SCREW O 6 FROM ENDS dr 21' 0.0 Let? EXTERIOR w SEALANT C� SSDELITE FRAME 1510111 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1 " -6 WIDE OR SMALLER. GLASS OPTIONS 3/I6 =`' ANN. +PVB +ANN. 3/157 ANN. +PVB•tH.S. 3/16; H.S.++PVB + ANN. 3/16" H.S. +PVB +H.S. CALLED ANN. N.S. SEE ,CARTS SIOELITE FRAME W1DT1-1 env. ¶F. NUYUOUn r.0oo t*FUC UK1 rt.. PC it 14151 1X1 Pi 7/000 L250 t10V 0 7 2061 1 /4' — X 3 3/4" LO'WG t1FCOT1 SCREW e 6" FROIt ENDS 6r 20" O.C. SEC SHEET 6 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIAL .PreiOVED COWei r wG N SOI#THrtCeafx aMC Coot Din w ,2 BY Pf.90LCTO 41701 OA' BUUDIlI'G COLE COWUANCE OFFICE ACCIEP1ANCf 1A D ' - I IV +r ° 1 • . MIA CORD 0 R.•TIOro rmrUxlion fcri ird.*iii cvymeArn 7710 nacthopi 67 %UUHl mw{ Il 11166 proddct •. Series CO 5 Doors & Sise?lles ENC77EEP : i! IQOep Corpaatia Or. Hurnoyun raroo Slrvclurd -Flo. K K 16557 dale : 10 -70 -l7 r sheet 4 W98 -01 H- IX PT WOOD 1/4" — X 1 3/4" ION( Ti4PCON SCREW 9 5' FROM ENOS & 2 O.0 19 1 / 4 " X 2 3/4' LONG. I APCON SCREW 0 5 FROM ENDS & 2.4' 0"..C. StE SAE( 6 #10-1 X 1" PH—PH SMS 5/5 (2 PER a CLIP) APPS AS COPPPL15 [KS WTH IKE SOUIHNORICAMACIUSCORE CalE 4 9Y (Av. D. RUIRRIV.J1'1 !IRMO SIM RAM TU. RI JI557 . • 1/4' — 2 3 3/4" 1.014C TAP CON SCREW - 5 FROM ENOS & 20 OC. SEE 94E1 6 SMALL SlOELI TE STILE (EXT. 503) AT SIDE LI TE'S 1' -6' 'AIDE OR SMALLER. REFER 10 SKEET 2 OF 7 FOR TYPICAL BILL OF MATERIAL CM. C Or. RJR.0 421.wrson carelreicri ikist kriuslein tervailisn 1949 errtrsset 62 strut mien:. Acirds 3M6 ENOHEIR : f et ocq Corporotion Or. Rumon (woes NOV 0 7 Z001 sfru,ku -no. PC 1 16557 dole 10-70-57 1 she 11 product : Series 4 SO Bows & Sidelites me -0 5 el 7 r . INCSICNAL DIRS. PANEL PERFORMANCE CHART FOR DOORS AND S(DEL(TES OUT - SWING /IN- S7IlNG DOORS lH- SRCN6. ODORS DESIGN LOAD CAPACTS -PSF DESIGN LOAD •9P9CTY - = - . v, . O P , 1. 1_ r. -- 5 � ; -. 4. 4... " . 1r . •i! - QQ �_ . • s U L ' F F33 4�tionn PANCL xolWr ANN. Ext. CLASS lN l . H.S. CUSS CI f. • INC. ANN. E %I. AS GLASS IN i. s • H.S. Ext. 0./0 22/6 7(. 6/B 1051 ICC.O psoa 110-0 50.0 100.0 50.0 A me 100.0 Itat0 I100 50.0 103.0 SO.D _ D 1110 100.0 [ CtBA 110.0 SOA 100.0 50.0 /10.0 07.1 07.3 1010 1100 500 874 50D • 110.0 11 /0 Z..!/4 ,/t • 716 7/0 1010 1031 IO00 100.0 100.0 100.0 1.300 10011.0 11113 1100 110.0 110.0 59.0 50.0 1000 100.0 1000 SOD 504 50.0 10. )o (10D .. - ;,E = w., - • , 7 / • • s '� .� , .� gg g 0/ 0 ‘. 4 , • 1 '•, , ` ` 1 ` ` `�` • 7 • l 0(,0 , �� / �' v 50.0 82.6 6L.6 1410.0 110.0 50.0 928 50.0 )10.0 a/( E2 /6 3/0 3/I 7/6 )oat 10.0 (80.0 110.0 50.0 1000 . 500 710.0 1000 1000 (Nt 101.0 500 100.0 580 1100 107.1 78.8 100.0 76.8 Ge0.0 IMO - 1(0.0 - 102.9 SO 0 1040 500 500 1104 102.9 50.0 768 7/9 11•6 3/4 104.1 1000 C070.0 110.0 SOA 50.0 710.0 100.0 1040 Iff-O.0 1100 500 1007 50.0 110.0 100.1 1000 70x.0 110.0 • 500 7000 540 1100 3/t i/6 X 10 9/0. 100 .0 1000 :.910.0 1100 50.0 1004 500 1100 103:1.8 I000 18700 110.0 SOA IO100.0 _ 504 1100 __ _ - P11+0.. v1prH fl 0341. L'fatN I O rQ,: 25 ° t v v. 5 • o U -N o n Z - . ° ' ^ 1 `- > i 31 G - ¢ n o 5 v 100.1 1000 :9 00 100.0 50.0 LOADS Sham+ 4.80v[ DDOAS USING I HRISHOlO 1000 ARC rest 1 500 Ima (00115 56000! 7.80v( ARE 7� OOp ;5 tlSI.NC 1 HR( 57-7 - 0a S- '+fHER1 wol ER Xm L1 RAT toN 600. 60141010 pahil .. 4.4K 1101 A An0 fOR Doll � IN A78Y CWialRpC. 671(00 Wa7L9 i11r1(TRAr10R RIO [ wI5 uU57 DC 1110. . % MSxUG CUf$Y1NC$W575\NC 1NS61Nc CHARTS AT LEFT CAN BE USED TO C CAPACITY FOR SLNCLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. SIPS TO U5E CHARTS: t -. 0V(_R1,0E 373 343 1.040 SAM ON PROV1510115 Cr Srsc A A5CE 7 - r3.. 2.. 0(1038.011!1 N•AIER 111(1.(1/111 011 P10JR04(H15 WED 01 FR01!S13 DI 5080. !.� S((EC1 A 0001 51 I.C. INS00tNC /0U73,0rt At7D 179( or MRL55114.D. •1. 01CCK IH( 7(10)01.9&( (01(6108 AND 1141((1100 (00(75 Meer APP#of4Rurt Guilt 000 ALLONAB([ .0 uU51 10(1 OR [X:EFD MC 0051GN (0100 113COU1tUA[1415. (.y.. 011. HunaaCuN rmaaa STRUC7p1g5 ru Pt if 11037 NOV 0 7 2001 AsPROv/EDASCCE.IP /7; 11n 11 (re S0UM7 L0f0 06 00140 � 041E AY Br -IN •••• DDUCTCD •0. 0"(10'". 8.VLCU CODE CORO•U • (8 ORICE 1CC2rta1CI 110 121:12V21.1 1 ]' DfTA!L :oR'[RS .20 Or SIAICD 5x511 .0V? NOttI IRS SIMCONE SILPRII[ JR COUr11c•1[9I, NIE _CORNER DETAIL STEPS TO USE CHARTS: 1. 501((1 r0P( CIr 4*4O+C41. 0. IOR S17( Or UNL75 OC1EAUUl( ALEORAA,( 1 040 CAPAOrr. PrIS 1000 c.o. Parr 111151 u[O OR ('C(C0; O(YC74 111440 LOAD R(01. OC7'SA7t62( 111 STOP Or SH([7 6. 1000 1100 ItOA 94.6 1100 1100 1100 1104 90.1 94.1 1100 1100 920 1100 CLUS7C8 Or C(U51CR or cWSTCR Or O ADTINORS 2 ANCHORS '4 ANCHORS 1.099 110.0 1100 1000 1.00 1700 Isla 1100 110.6 7200 1056 - 1100 9300 H00 1■00 650.0 110.0 110 0 4300 110.0 1100 0700 0706 110.9 660.0 110,0 110.0 040.0 110.0 110.0 0100 1093 110.1 7702 9J 9 1100 840.0 110.0 140.9 110.0 IMO 1100 solo .02.1 1100 0100 110.0 110.0 900.0 109.5 110.0 1100 91.3 11110 NoRtNAL 01145. PAHCL 1/70144 2/0 2/6 7/0 J/6 • 2/0 2 /6 J/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 _/0 2/0 2/6 3/0 94N(1- CLUSTER Or 14 Cf011 2 ANCHORS 6/8 1/0 7/6 8/0 9/0 MTG. STILE ANCHORS AT SIDEUTES D CARACrY-PST 151 716 50.9 02.6 66.2 53.2 1 7.7 0 8.9 634 52.6 1031 49.1 • 1 2.1 690 55.2 160 61.1 .9.1 40.9 TYPO 'C' NIG 7111( AnCrO+0 44 040(1111 (1. 2 00 11 01 14✓,1 !ITC L9 7+&1164 18 004 C1 4414: 3.111( 05104200 t TO.i0 t POOR .. ON 5 /.216'.3 01 00 11 0-1/2' 44 10 6'8)1014 100414G 101 • r09 SIO[U1( AvC PAI. WgTH DC PANEI 4 (11:10 024411 2 )'TC. STILE ANCHORS AT DOUBL8 000RS NOMINAL DI24 . DANIEL. V10TH 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/4 2/0 2/6 3/6 3/6 2/0 2/6 3/0 2/0 2/6 7/0 024443. HEIGHT 6/6 7/0 7/6 8/0 9/0 0C5(CN 6020 CdPACfl -rSr 91 1100 110.0 T1'0 '8' auotC4 or AAcrions 1100 110.0 ♦ 119.0 H00 110.0 966 110.0 110.0 TYPE '0' raft "C' CLUSTER 01 CL1ISTtR Or 5 ANCHORS 3 ARCM) 11.5 1100 110.0 11a% 110.0 1140 1100 lta0 1100 110.0 110.0 101.7 4460 1100 1100 119.0 1100 110.0 1100 110.0 1001 1120 1400 953 101.1 1104 1100 1 110.0 1100 1100. 1100 110.0 917 1100 1100 110 0 114.0 00.0 1000 072 1100 1100 . 104.0 100.3 MC . 8 . - 1/4' 44)1(0445 1.10 MOOD STRUCTURE 1 -1/1' 1844. MDOO P(NUTRAn0N T44RU 14000 6UCX5 INT 'AS01 1 - I/4' u1N. 100500110 EMBED rr0( 'C' I /4' 44 *CR4S, CARCCtiT 10 410301001 (40 9)KHS) 0- 1/4' 4404, 112304420 7748(0041)11 ;+&CONS AS 2L6211TACOUPED HY O.CO. DP 221 COWL 435040( A C5FIR`_NI 11011 JAMB ANCHORS CAPACITY - PST 04440. mDT/l 24' 30' 76' AacskaS: T1P( '8 1 10.0 1 102 110.0 94.6 TYPE 110.0 1 10.0 1100 110.0 6- CT 1 (.: Q lI CS T; 1 � IQ I F 4 I c l c u 0 0 L u UIr 0R. 114O14:0114 5520011 3142,1[4421( 4P�A0'/FO AS �.P1nir00'IHTH( RA ►t I XSST 5/310401100002. 013101)1 c00E 37ATE H RUt..C COMM. 00.154044 041(0410 CODE (04PUANCE Or RC AOCEPTARC0 NO fit' U of 1' II 1) 1 i J i ' + ''''''''''''' Pent% vIDr71 ! P►)(1 '41011 1 P. Kl. )10144 PAYE'. vicar* ]' DfTA!L :oR'[RS .20 Or SIAICD 5x511 .0V? NOttI IRS SIMCONE SILPRII[ JR COUr11c•1[9I, NIE _CORNER DETAIL STEPS TO USE CHARTS: 1. 501((1 r0P( CIr 4*4O+C41. 0. IOR S17( Or UNL75 OC1EAUUl( ALEORAA,( 1 040 CAPAOrr. PrIS 1000 c.o. Parr 111151 u[O OR ('C(C0; O(YC74 111440 LOAD R(01. OC7'SA7t62( 111 STOP Or SH([7 6. 1000 1100 ItOA 94.6 1100 1100 1100 1104 90.1 94.1 1100 1100 920 1100 CLUS7C8 Or C(U51CR or cWSTCR Or O ADTINORS 2 ANCHORS '4 ANCHORS 1.099 110.0 1100 1000 1.00 1700 Isla 1100 110.6 7200 1056 - 1100 9300 H00 1■00 650.0 110.0 110 0 4300 110.0 1100 0700 0706 110.9 660.0 110,0 110.0 040.0 110.0 110.0 0100 1093 110.1 7702 9J 9 1100 840.0 110.0 140.9 110.0 IMO 1100 solo .02.1 1100 0100 110.0 110.0 900.0 109.5 110.0 1100 91.3 11110 NoRtNAL 01145. PAHCL 1/70144 2/0 2/6 7/0 J/6 • 2/0 2 /6 J/0 3/6 2/0 2/6 3/0 3/6 2/0 2/6 _/0 2/0 2/6 3/0 94N(1- CLUSTER Or 14 Cf011 2 ANCHORS 6/8 1/0 7/6 8/0 9/0 MTG. STILE ANCHORS AT SIDEUTES D CARACrY-PST 151 716 50.9 02.6 66.2 53.2 1 7.7 0 8.9 634 52.6 1031 49.1 • 1 2.1 690 55.2 160 61.1 .9.1 40.9 TYPO 'C' NIG 7111( AnCrO+0 44 040(1111 (1. 2 00 11 01 14✓,1 !ITC L9 7+&1164 18 004 C1 4414: 3.111( 05104200 t TO.i0 t POOR .. ON 5 /.216'.3 01 00 11 0-1/2' 44 10 6'8)1014 100414G 101 • r09 SIO[U1( AvC PAI. WgTH DC PANEI 4 (11:10 024411 2 )'TC. STILE ANCHORS AT DOUBL8 000RS NOMINAL DI24 . DANIEL. V10TH 2/0 2/6 3/0 3/6 2/0 2/6 3/0 3/4 2/0 2/6 3/6 3/6 2/0 2/6 3/0 2/0 2/6 7/0 024443. HEIGHT 6/6 7/0 7/6 8/0 9/0 0C5(CN 6020 CdPACfl -rSr 91 1100 110.0 T1'0 '8' auotC4 or AAcrions 1100 110.0 ♦ 119.0 H00 110.0 966 110.0 110.0 TYPE '0' raft "C' CLUSTER 01 CL1ISTtR Or 5 ANCHORS 3 ARCM) 11.5 1100 110.0 11a% 110.0 1140 1100 lta0 1100 110.0 110.0 101.7 4460 1100 1100 119.0 1100 110.0 1100 110.0 1001 1120 1400 953 101.1 1104 1100 1 110.0 1100 1100. 1100 110.0 917 1100 1100 110 0 114.0 00.0 1000 072 1100 1100 . 104.0 100.3 MC . 8 . - 1/4' 44)1(0445 1.10 MOOD STRUCTURE 1 -1/1' 1844. MDOO P(NUTRAn0N T44RU 14000 6UCX5 INT 'AS01 1 - I/4' u1N. 100500110 EMBED rr0( 'C' I /4' 44 *CR4S, CARCCtiT 10 410301001 (40 9)KHS) 0- 1/4' 4404, 112304420 7748(0041)11 ;+&CONS AS 2L6211TACOUPED HY O.CO. DP 221 COWL 435040( A C5FIR`_NI 11011 JAMB ANCHORS CAPACITY - PST 04440. mDT/l 24' 30' 76' AacskaS: T1P( '8 1 10.0 1 102 110.0 94.6 TYPE 110.0 1 10.0 1100 110.0 6- CT 1 (.: Q lI CS T; 1 � IQ I F 4 I c l c u 0 0 L u UIr 0R. 114O14:0114 5520011 3142,1[4421( 4P�A0'/FO AS �.P1nir00'IHTH( RA ►t I XSST 5/310401100002. 013101)1 c00E 37ATE H RUt..C COMM. 00.154044 041(0410 CODE (04PUANCE Or RC AOCEPTARC0 NO fit' U of . 01/15/2002 1 3055D3.S592 ACCEPTANCE NO.: 01- 1002.03 EXPIRES: 10/31/2006 RMTR©Y1P ;.._.11/n_1f. AQT t' 045000I1pc2000 \\temputet \notice accep:ancc co'cr pafe.dot Internet mail address: rostmaeter ®buildingcodconline.com PRODUCT CONTROL NOTICE OF ACCEPTANCE Construction Gluts Industries Corporation 7840 N.bV. 62nd Street Miami ,FI,, 33166 The expense of such testing will be incurred by the manufacturer. MUMMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 • MIAMI. FLORIDA 33130-1563 (305) 175 -2901 FAX (305)375-290g CONrItAcTott LICENSING SECTION 005) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMEN - T I i ;toX (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CO\TROL. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for. Notice of Acceptance (1\10A) of: Series 238 Aluminum Ca.scmcnt Window under Chapter 8 of the Code of (Miami -Dade County governinn 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. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL I'ACES FOR SPECIFIC AND GENERAL CONDITIONS TUILDING 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 J. Quintana, R.A. Director Miami -Dade County Rtllldin, Coda Compliance Of icr. Nomrra e: hltp : / /wWW.buildingcodeonline.cOm 01/15/2002 16: 14 305'5936592 Construction Glass Ind. Corp. NOTICE OF ACCEPTANCE: SPECIFIC COrD1TiONS ACCEPTANCE No.: 01- 1002.03 APPROVED: November 22, 2001 EXPIRES: October 31, 2006 1. SCOPE 1.1 This revises & renews Notice of Acceptance; (NOA) No. 99- 0329.01, which was issued on November 18, 1999. It approves an aluminum casement window, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC). 1994 Edition for Miami- Dade County, for the locations w here the pressure requirements. as determined by SFI3C Chapter 23, do not exceed the Design Pressure Rating. values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "238" Aluminum Casement 'Window — Non - Impact & Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No W98- 1b0,'Sheets I through 6 of 6. titled "Series - 23S Aluminum Casement Window," prepared by Al Farooq Corporation, dated 12/04/98 and revised on 9/27/01, 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. 3.2 For Design Pressure Rating vs. Window Size. sec Comparative Analysis Tables 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 Hurricane protection system •(shutters): to determine whether the installation requires a hurricane protection system or not, sce corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label Nvith 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 sh;11 be accompanied by copies of the following: 6.L1 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 / Raul Rodriguez, Chief Product Control Division • 01/15/2002 16:11 305 , 3936592 , Construction Glass Ind_ Corp. ACCE PTANCE No.: 01- 1002.03 APPROVED: November 22, 2001 EXPIRES: October 31., 2006 NOTICE OF ACC. El'TANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall bc considered niter a renewal applicatio has been filed and the original submitted documentation, including test supporting data. engineering documents, are no older than sight (8) years. Any and all approved products shall be permanently labcied with the manulitcturcr's name, city. state, and the followintl statement: "Miami -Dal County Product Control Approved ". or as specifically stated in the specific conditions or this Acceptance. 3. Renewals :of Acceptance will not be considered if: ,a) Therecha been a chantte 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 orit ina1ly prepared, si__nec and scaled the required documentation initially submitted is no longer practicinu the cn!,inec: in; profession. 4. Any revision or chance in the materials, use. and /or manufacture of the product or process shall automatically bc cause (or termination of this Acceptance. unless prior written approval has been requested (throuah the (dine of a revision application with appropriate. Ice) and urantcd by this orrice. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance or this product or process. b) Misuse of this Acceptance as an endorsement or any product_ for sales. advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida. and rollowt7d by the expiration date niay be displayed in ndvertisi Iiterature. I I`arty portion Or the Notice o Acceptance is displayed, then it shall be clone in it-; entirety. 7. A copy of this Acceptance as well as approved dr: winas and•othcr 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 conics. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acccptancc consists or pae,cs 1. 2 and this last page 3. END OF TilIS ACCEPTANCE v i Raul Rodriguez, Chief i'rJw Prilrol pjyision EX'S GENERAT 'WINDOW SEC:TIONS. FOR CLASS TYPES, REFER - 0 SPEE1S .3, ANC- INSTRUCTIONS FOR USING TREF,. CHARTS: SI.E 1 cEITRguit THE RCOORTO MS10111 RISSURn F06 A C.634 WP43Yie. arf..P 7 C5.1.11 t ■11 Tr?( rfi011 60r°31 01.4/15. o) sKrt 3 16 /E66 NP1,71 F=Winr: E) SttET 4 71:ri 143C-141FACT f63S514/11. 51IEL,3 smer.v lisn.t..4nota (NorAcm . .4771 now C.11.41LS O4 S..CC .1113 C1.0ATT 01 SPIV 6. TrE v1&13C3 0616.f41.o MAR Yam:CO Anus 6332403 44 1S1 ) 411 OR 016. PCOIARCO rP.CUFICS. T 1 36 101.X. 2rP S. 51315 - 3YRIC, 4 1 El FVAliON tryn OR. 46.A.1410).1 f.s000 STRUCTUArs RA. Pt f 11.317 SEP 2 8 2001 FCR PAULUON/iJuLTIPLE 0143'5. REFER 10 SEPARATE CGI I.4ULLION U .0. NOUS., 1. 016 StRucNtil 0 CCSIGHLO 4.S FC/2 ME SOUTH fl.00Ok E:11.001C COOC 1991 111119p1 rot( 0.45E Camar. "ISO roA w0.1 LC*05 43 PLR kicE - 44 USN CDRIE:i..011:4! t.1‘40S. L 6000 BUM er 0154310. (44ST SC 4.1,T.:43960 P.6.0 TO 74,716 LOA= 10 ME S0RIX111110. 1. 41C-140AS VAAL( GC 5 1.51133. 3PACC3 AS SRO'ATI ON C111.4.S. Al+ 0046CEA6Ort 10 MS( 14)1IR0L 4oU& Fro tIRESSTIC 06 STUCCO. 6' 1413. 11/ .4 ■■• .' 711 ,.:' ,, :' 1;..c .. i t, :; u ,.// ., // ..,—, ..... ‘......— '1 , r•,( 4.1•11k1 . ..,1 , 4 ....... 11' 4 4 T .,... _...:„:),.:,,,,___ h : , 1 AlfiCift 4.1 cI. ir rit SCE:71 ;I:Frt,1 ft CDE BUrLCIX6 EGEE CORERAACt OFFICE EY -T EC.CIFUE(1 o.7 O — !t , 2 07 0 ° . L., -4 a cr, 0 g w 0 ° n C) , e6 Z Z. 0 . x :71 z z c r4 u. OJ 4- 50z; - 5 (sheet 1 of 6 ) rle 1 7437 / ) 20: :AS: .17C 4-. I,. : - 'I PCrS /7(x I 1 2:1-773 1 (1454 (56.) -16 124, _14 ✓4 Cc:AY. 2 001-379 . v(,C1 0116' CM( 0.,1531 Eti3 -1t I 6i L717v. 25 C;I•37( 1 VCY! (7 /(t' t (' V 01.22:0 ((43.16 IIRN7C8 OP (7_IIV. la - I VC.t 43/.• DL'l4. Q4277 I:43•'S 11 CO [;7.l;'; ,.: Lf.31 -365 1 ':C F1 1; /1L' 14•1 (1A=:1 (463.16 12.24123 CP C:S7731. ] .^'...1-375 1 0 }[I)G PCA7 670.73 14061(3 22 (:L1V 1 - 1 460 11170/• 41-3320 4(1. AIINCiN • - e .ILO THICK KKR 4(T 11. 514[1 • - 6 AP -4'S 4 1 418:1 I6A7C VC #IKf.3170?EG 141...36[1. /4/17.2 7 7.`Y. 51 :0 f 3 30,. :3 1 4TAti CFSt017. "7"3 t:.+t_ -1 0x.11 a 57-('5-10 -:11 7/ styli 4 IAA 444(2. AT 71.4 41,0 631134: 3:03- /RUN, 14140Q1 Y/ 1() 34 1 7 /6' :$ 3 1 34- l)-CO- 2,.'12 1/'.1 (ACC 00244 lin< =1111_ ;7,.4/331. 411401 D V/ 47) la 0 3/5' 081 17 - 2/'2/4I .170 7x7 .3! 7. citYff. 41 rc.r4G .701 (431.4') l03< S7331 C((. 4.114.3[7 v/ 47 810 4. 3/6• 3.7 inS PICA 2J037 2/ 3334.7 1334 5CC"C t. AT 774.1[ 1:46 row 121X[ MCI. 131 41. 4 1144/133 V/ lL 632 4 3 Z.3 -. 71 23-2C47-101 1 G(341:R 1+ -C 17([1 7IU:4. 611/.0.30 V/ 477 60 f 3:e' S3 !PS 12 7.173 I C6(6A1M 70404 STIR 136134. •41. v/ CZ) 661 7 7 /e• :1 :61 17 - 2/ CO2..✓ (6843 AND VC/41 13.33(11a..1 735191 - 110 .3I 1-( /4• 3 31 VENT ;'G?. ? :E,� ALL (0.44.7 1 +I0 VEIT C4 13 PC 0243 vTY 27. :.Gt' /. FIfAVF n COC14CR KEY Is 7(7 43'1-107!..1 v:MD7.3 S"1N :/76 fVM. 01n)S R.SY 4^) 1 5/8' C 'i 7'CR 1$7 . •;O 144(7( St. ft 20. 407 748348 ,lV'J04 7.400 .3 ;3 754 47 CLUIv13 SICP .e7D 1/175 f SEP 8 A 7[101 12175 7.'y. 11 H18.A10.1I /8433)3 51/..4[(7.0(2 MA (2:47 F 1.737- .I1D nV.' L1212J ',CI(r 3/16' LPd. CL4. 0 - V3NI (3/16' d I/4 Cts ) - Ai7 tT7. 1.635 LP -L-4 i f .727 J V4 (3/4' i1O.2L. CLASS) 1257 - +.190 117, L -Th�J J20 1 i1 1.439 YCTIr (7/16. 1N4. cuss) 1 .39 A!►t7ILD .3 CCNPITIR6 1trGl (TH 50fr1N TL311r4 l UIl011t1 COLE 0 ?7 F) ?2 (l 4/9 4/9 R Melia ttl'I8o( 01617)31 0110014 C041 COW IIAtCI [RICE L cap1 v1.( t,O. 01 LODL•03 ( fraying 452. w98 -100 2hcet2 of 6 ) f'CP.ro. ^•l:: 1707 '0.1.1.1:8 C.r 0.7,177 40517761.'? 91i:9593:145 10 IIOJ:1[SS .9472149.70 5(704 70 sSO.IS 2 ..:•3 4 534 5■515...71.244 0115LS 5 53(15315Z VALUES OF i7IPACt EESISIAI4T l(14E69S 110 540217.11 85P7 suit 10 0-0(93 5 AND 4 500 11,21441A1770 C(:•3 0121009 02115. CLASS MC CUSS 7YPC '3' 0155 7YPC '6 913 01345. 51.455 TOT '2' CLCES TYPO '3' CLASS TYFC '6' MIDIH 4(1055 FJ1. (4) 191. ( -) (,a7.. (4) 449. ( -) DAL (s) 1111. ( -) '610114 H1.1C'4' 01. (9) 14I. ( - ) 5Y.7. (14) 19:1. ( -) 07. (.) 101. ( -) 70" i 24 - 28" 1 30 32' 15' 7 40' 42' _ 36' 110.0 167.0 140.0 157.0 100.0 210.0 20' 2r 32' 0' 32 10' 63' 98.8 58.8 1107 1670 110,0 992.5 1103 145.3 1 10.0 167.0 1140.0 210.0 35.8 55.8 41170 120.0 140.0 17 110.0 113.9 110.0 167.0 900.0 210.0 66.9 56.9 I400 120.0 110.0 123.0 . 154.3 101.3 110.0 157.0 190.0 210.0 53.8 59.8 1Ic41 120.0 110.0 170.0 . 95.6 05..8 110.0 167.0 1.40.0 210.0 54.0 54.0 1 401'0 170.0 110.0 520.0 52.5 52.5 110.0 157.0 1110.0 2 45.6 46.6 107 - .2 107.7 110.0 722.0 77.2 72. 2 110.0 120.0 5,30.0 170.0 23' 71' . 75' SY -. 66 E6.7 56.7 120'::.7 167.0 110.0 1E9.0 67.7 67J 110.0 120.0 030.0 520.0 73.4 73, 71040 1200 110.0 122.0 42 . 110.0 15434 110.0 957.0 5 .30.0 210.0 1.1.2 14.2 I IC70 1200 110.0 170.0 110.0 177.2 170.0 1E7.0 750.0 210.0 57.8 578 1103 115.2 110.0 1 95 5 922_8 112.0 157.0 1,10.0 777.0 40 6 4? 6 510•3 1117 1'0.0 112.2 2..9.7 96.7 110.0 157.0 717 0.0 210.0 .a 66.4 46.4 71090 120.0 110.0 170.0 73.3 29.3 125.0 920.0 1710.0 123.0 58.1 56.1 1495_3 109.3 I✓.) 1093 67.7 97_ 1 70.0 210.0 ;910.0 122.0 459 49.9 529_3 35.3 9.5.3 55,7 E3 2 EG 2 110.0 120.0' 11)9.0 922.0 466 . 5.0 3.5:6 09.5 69.3 07.E 57.2 57 -2 11C.0 120.0 1210.0 770.0 436 43.5 05.33 850 65.0 65.0 ++ T3" 24" 29' 37' 32 76" 40 47 fir <a' 11 13_.6 115.0 157.0 1140.0 210,0 20' 21' 26' 75' 52.0 52.0 203 3 101.3 101,1 101.) 170,0 113.7 110.0 1E7.0 1110.0 210.0 43.8 43.8 854 35.4 93.4 65.4 82.9 15.9 110.0 120.0 0140.0 120.0 3.5 9 35.1 740.7 74.3 74.3 74.1 74.5 733 115.0 120.0 1130.0 123.0 20" 24' 54' 41.5 41.5 80378 65.5 63.8 1.0 .6 67.8 631.8 110.0 120.0 050.0 120.0 34.9 34.9 MD 660 59.0 65.0 55.5 ,65.5 115.0 173.0 010.0 123.0 19 -1/9" 76 -1/2' 30' 26' 110.0 157.3 192.0 167.7 110.0 713.3 52.3 5..9 110.0 113.4 1710.0 123.0 115.0 167.0 179.7 )67.0 110.0 7 505 24.2.0. 100.4 136.1 2 123.0 I LAO 123.0 250.0 157.0 110.0 210.3 1 .1 54' 1100 41..1 1 10.0 167.0 810.0 210.0 19 -1 /8' 26 -1/2 ,}7' 14 -1/8' 26 -1/2' 37' 39 -7/0' 53 - 5/ 6 ' 510.0 157.0 1103.0 157.0 110,0 215.3 550 58.0 110.0 957.0 010.0 191.) 110.0 114.2 ' 9(0.7 167.0 110.0 1 210.0 73.9 77.9 110.0 970.0 1110.0 120.0 73.4 110.0 73.4 143.3 61.0.0 100.0 1200 467.0 .10.0 110,0 1 12.3.0 215.0 560 90.0 115.0 120.0 5490.0 120.0 59.5 593 110.0 120.0 1106 170.0 66.1 39.1 99 170.0 110.0 1:0.3 520 50.0 110.0 455.) 710.0 125.0 54.2 54.2 40:23.0 117.7 110.0 4206 47.3 42'.3 987 95.6 113.7 125.0 19 -1/0' 16 -1/2' 37' 63' 107 96.7 950.3 ( 157.0 110.0 165.5 <5.7 432 32.6 52.6 1100 120.0 74.8 74.9 17.0.0 170.3 110.0 1 10.3 47.8 42.9 543.1 93.2 110.0 117.0 19 -4/6' 26 -1/2' 7< -1 <• / 6.3.0 63.0 .111750 17'3.0 110.0 125.0 41.3 46.6 WJ 90.1 93.9 939 -1 /6' 6411 CUSS .093 101095.020 5471.40 P96 0 /16 - ( 061147,7 CLASS TYPE '2' 9 /6' 8.215. CUSS 0-163333 311 K07? .3/56' 949. CLASS .090 1,013IAYv8 \ 3.LFOCX P.9 '7/76" 173 :.747417 CLASS 0YPE '3' 3/16' u1W. CLASS 56 3/16' H;At 5217;4'0 02;5S . 090 I1 0 ( 9LA7(0 \S4.1.69 P.9 7/16" 710:(111;,1 05.135 TYPL '6' 1 3/15' 2427.1 .. 571 1 7244 . 0 CJSS • 5'.7 0 0161:0r ■nl, UUU.4 3501 74,737 S;MItiTA r , 5 5 4 47:57 SEP 2 8 loot 6.1190115 AS COUNTING MIN IC SOCiN IIORI /A 6IIEDN6 C00F 6000 i 7..3, 11 2 E1' PPOD COATI01. 0191110Ir 84It0IR( 0591 CORMANC( 041l1 6CCLIIAitt 10, PI- 16 Dl .0 .ZOOZ/GT/TO. PERT064A)1CL 5.61111:3 CF 1:4P}.C1 RCs133872 5;'18C 73 42 13:4JRG'. 1131)9[3 FLftA 10 31.1115 5 µ0 1 141 IM,314..UTOtr C [V45 r PLRFORi(Af1C8 SAlUCS of 114PACT Fa SISTA:2 YIKD07t'S 10 SR/n[3 FI Strt9:A 90106 10 SFIC,: 5 AND 6 : Ca IMS1J11A710M CClntS T. I301.11 DIES. FL-15S 'TYPE '23' CUSS iSPt "2P. 61140045 01315. CUSS TYTE '2A" G1.6SS :•PC '2'A' wioIH 4004(7 err_ ( *) IN7_ ( co. (1•) 17a:_ ( - ) N1orH )£4:41r CCi. (,) 11T. ( - ) CXi. (f) It71. (k - 2c' 24 ... SG 32' 36" •C" 12' 110.00 102.0 170.0 750.0 20 21' 26 34 13 37" 35' 96.8 98.8 1)0. 152.65 1 0.0 161.9 110.0 2103.0 85.8 85.8 110.0 170.19 35' 1 C.0 119.8 110.0 I103.0 76.3 76.7 1100 120,5 1.'.0:7 116.9 150.0 21m:0 ` 58.1 58.1 5:0.0 1 :0.,'D 1.:19.2 1 ✓).2 1:0.0 3140.0 61.6 61.6 110.0 120 :03 5 4.0 94. 110.0 2102.0 57.2 57.2 110.0 110:03 E - 2.3 12.3 110.2 12Q4_b :_ • 24" 71' 30' 32' 65 56.7 51.7 110.0 1(9:0 77.7 77.7 110.0 5223.3 73.4 73.4 110.0 120':9 70' 24 79' 3D' 32' ;!t 4.7' (� 42' :10.0 154.4 110.D 2103.0 54.2 64.2 110.0 1 :01^.7 1' 137.2 110.0 2103.0 60.6 61.6 110.0 110.2 579.3 170.7 410 7)011:0 56.6 556 1 :00 1122 5.8.6 95.8 110.0 77:23.0 20 74' :E 3.1. 3c ' ;i' 6E,4 56.4 110.0 120.'0) 5133 90.5 110.0 '1260.0 561 56.1 1C`0.5 407:.3 :'T7 77.7 110.0 17:D.5 4 F.7 459 33.3 55.3 5.5.7 6.5.7 110.0 5 45.0 45.0 69.6 23. 83 65.2 140.0 1 43.8 4.3.6 65.0 35.93 k � S; h 038" 130.0 110.D 2100:0 20' 24' 2E'. 78' 57.0 52.0 181.3 1Ur.3 1 416.3 170.9 71070 43.8 4.38 954 65:4 94.3 110.0 12199 1 38.1 38.1 74.3 741. 3 6:5,3 55.0 110.0 52703? 26' 24' 24` 41.5 41.5 t,"J.13 80:® 7"7.3 77.3 110.0 1210:0 34.9 34.9 683 6655 E:EJ 66. 110.0 525,0.0 19 -1/8' 36 -1/7 37" :6' 110.0 190.0 140.0 2104:0 (0.4 110.0 12700 110.0 190.0 110.0 2401.0 1.7.5 57.5 110.0 52004 110.0 141.2 110.0 71450 20' 24" 28' 30' 32' 36' 4; 42' 54'- 5 113.0 117.3 110.0 22729 !9 -1/8' 26 0/2' .6- 36 - 376 2 110.0 179.3 1 2107:0 5 0.9.0' 96.0 110.0 3OU1 112.0 7:4.2 110.0 27639 64.2 84.2 110.0 13790 (33.7 63.7 110.0 1200.0 05.2 75.2 110.0 1302 19 -1/8' 15 -!/2' 31" 50 -5 /5' 110.0 125.8 110.0 21013.0 57.9 67.9 110.0 1394 96.7 99.7 110.0 12010 59.3 59 3 1 1a.0 5.Ti0. 61.8 61.8 1 1203.0 2-4.0 34.0 110.0 103209 .9 -1/8` 26 -1/2 3) 63' 96.7 96.7 110.0 1688.3 5.1.6 51.6 150.0 1 74.9 74.9 110.0 12411.0 41.8 48.6 1 70. 1 103.4 19 -1/8' 1 26 -1/2 71 -I /4' 63.0 63.0 110.0 12410 41.6 46.6 909 90.1 1/6" 1(.1P. cuss 1/8` ,.'I& 01ASS .030 11119W;06 svltx P'11 c5 2/4 1■5171_ATED 07.155 TiPE '2.4 l/6 NUC. CIJ�S 1/6" KW ?. COSS 1/6" 11524P CLASS 6910 01107117[7 1.015131 P1a 1 1(6' 13!4'. CVS5 i i i i a ;j 1 1� 3/4" 1NS:t)t.;7I0 CLASS TYPE '34' -1203 Ulr: C1. MJia7J,1M /JAO )3 SCRJC11/1 0A 0. ( 16551 SEP 2 8 200 36Pta(11 AS (01451111[6 I'1511 5154 3D671 3)ORID4 MIDRIB t9t: D ,4 Jr L11 2465 PP.0fI0C11081R0( E;7I$I0II IDII0114 0001 CDA7t3AYCE ORME ACCIF3A8Ct i0. Di. 1 U thawing 110. W98- WO e "E 551.6474 of 6) SMOCHIM 100 PEP.FORSIAPTCt VALUES FOR IYSTALLATIOi OF ANC80PS TYPE 'A' '8' OR '0' . ADOCR TO 5,421 3 MLR 00443 f17'0OR 0194_ At7C1107; 'A' '8' AiS'039OR 'C' ANCHOR 'A' ANCHOR.. '0 A21C1fOR 'C' 9/101)4 HE1Q -417 210.0 210.0 20' 210.0 178.2 710.0 210.0 2 21 148.5 177.6 207.0 25 3.3" 127.3 157.f 177.1 30 60' 116.8 942.2 165.5 32 135.4 111.4 133.3 155.3 36' 141.2 99.0 115.5 134.0 20' 210.0 210.0 710.0 210.0 24. 152.5 176.0 210.0 210.7 25' 66" 150.9 180.6 210.0 1 147.7 140.6 166.5 155.2 32' 105.3 132.0 156.0 984.0 20 210.0 190.1 210.0 210.0 24' 18 158.4 1 99.6 210.0 25' 72' 135.9 162.5 169.3 30' 91.1.0 925.7 151.7 175.6 32' • 113.1 118.8 142.2 165.6 70' 203.7 172.9 206.6 710.0 24• 211' 144.0 1'92.4 203.7 28" 123.4 147.4 172.1 20' 64 _ 169.0 210.0 210.0 24' 121.9 165.0 197.5 210.0 17 -1/5' 210.3 210.0 210.3 26 -1 /7' 26" 210.0 210.0 710.0 37' 175.5 290.0 210.3 1 -1 710.0 7'0.3 210.0 76 -1/2' 38 -3 /83 163.2 Ic5.3 210.0 37' 116.9 133.9 164.7 :9-1/6' 210.0 210.0 210.0 2.6-1/2' 50 - 5/61' 167.1 200.1 2 >0.0 17' 119.7 143.3 965.7 19- 1,/8" 175.4 209.9 210.0 26 63' 125.6 1515 178.5 37' 90.7 905.5 177.7 19 -1/5• 74 -1 /4i, 191.6 210.0 2 26 -1/2' 139.3 155.5 15 PEEFORMASCE ". VALUES FOR L'4STSWIIGN 01? - ANCJ10ffi CYF6 'A' '8' OR 'C' NrlDtT 115 MCI S ton Di1ue5 1T1800tt 01145. At7C1107; 'A' '8' AiS'039OR 'C' •1011i 24810)41 20' 24" ,.,' 30" 32" 35" 40" 42" 210.0 210.0 210.0 166.0 210.0 210.0 169.7 233.1 21 158.4 189.6 210.0 3.3" 948.5 177.6 207.0 132.0 955.0 154.0 113.1 135.4 957.7 --. 122.E 3 3.4 141.2 70 24' ?8- 30' 32 36' 40* 42' 42' 130.1 210.0 210.0 158.4 139 3 252,2 955.6 152.5 159.3 126.7 191.7 :70.8 .. 118.8 142.2 165.5 IC5.6 126.4 147.7 95.0 113 3 132.5 90.5 105.3 326.2 20' 24• 28' 30' 32' 36' 40' 42" i 1 111 40' 210.0 210.0 710.0 168.0 I90.0 210.0 18 200.1 210.0 156.4 183.6 210.0 145.5 177.8 207.0 132.0 91.1.0 964 0 118.9 142.2 155.6 • 113.1 135.4 157.7 20' 24' 28' 32" 36' 40" 42' 51" 203.7 210.2 212.0 963.7 203.1 2100 145.5 174.1 232.8 1 15.5 182.5 169.3 127.3 .152.4 177.4 113.1 125.4 157,7 • 901.8 121.9 141.9 97.0 116.1 125.2 ANCHORS: Al 5" 79011 CO.c'CRS .9910 17^ O.C. AUX. SP &CI!40. TYPE A'= 3/16' R'3ri46 li?V 18r '000 BUCKS 9.110 LAS.ONRY 03 0996070' 9N10 CONC. OR l•ASOURY 41.44. I: ASONRT Ur9CD TYPE n'= TYPE = lit: !r PCB s 1HRU SBY 1•330 5J5:5 INTO 14550)191 01 01.1E011Y 7490 1231.0. 09 wsolar 1 - 1/4' uN. :44501199' iJ 05':5 IMO 0. 003991'' .9PPROV10 t<Jllg11S /14 91 415 F:.:3 .482.41 O'190C • UF.83 LA g Di 751441344 7Amxo 4Ll P: 14137 ' /15' cr'r DRUit1. 91F1iS3 T ,'13 /420 143141 2.RuCT'JRES jaLexis INTO 287 SJCYS OR 1'000 S1RUCt444ES l -1/9' 1.294. 17000 EN0E00EIIT f T =PC0N5 4.5 ■411UFACTJI1ED V CLEO.] SEP 2 E 1101 AFifh'la 89 MANTAS rant nit WAR flOtIDA 16115115 CODE cal / 45. fl 1119 _ 1;0011C1 6.191801 0171118( 6U110116 0001 c91NFJAti1 0141 ACCE1t4AEl.00.07- 100 0 3 O z t J z c 4 m L7 n ., Ec Z4 ' Z u Z e 0 co - 4. 4r n 1 r F V Arc..InD no. W -100 {sleet 604 6 ) pdsrA1IAT1D-H rim 'J' JNS114 !AT1ot1 r PE '3' TrPI:,<.LI 1ST;.LL. r:C± DU S1 ill FOUR iLf.. /'iICINL yrY0 TYPIf Ai RJS ?LEI G,TIQ`+ ! F A'I O t LI S FOUR SIPFS /USttiC �ti• INSTALLATION CONDLTTIONS (APPLIES TO ALI FOUR SIDF.S) OR 41C) A P2-RfO4.VA4rCC VALUES SCC`HCCr 6 .;1 ; !� 2 1/6' t>�D. FIVIN rrPF '1" •tl.. rf/__ Pi, SW.0 1REA2M1 \vt".C^;) EUcl T PE .3.. 144'.. FN2:5L4 1R1A14'9 ]/16' C12 1 /4' 11'C2 1 1 1 /4' OU. 14 :C1•'1 t-irr 2.14, von] PctorAirri V/000 SUCKS UPI $Y CCI CORP., IAU5I SUSTAtti LOADS IxloOSIM QY CLAZIIA3 5YS1E+4 AND TRAI+SJCR 111E1.I TD 711E BURDINC STRVC1UFE. JNS1ArlA1!O•4 FrPE '2' .wfion RUCK, T'Pi '2' ; Kr-Sok( 11 1:4121.1 T1PIC%'L Drug /'2.5liEL30ft0 INST4114JT; N TYPE '4' B:I:,f R5ir+1J.11C:t 6Y OtrCFS rrPIC41 H.'S ATIGj DETL11 ON All FOUR SIDES /USING: WOOF? 21 /a' m4 WOOD °L'Gx TYPE '4' 11 1 2' PC ' iRC mulct) 1 .qr. CA. H.4JMt5 141UCC Smut RCS rA PC J 106:7 1 SEP 2 S 7001 ( J 2 .0A'1 TO APFRO'•'FD l'■U(ZION$ 1 /PtCflID LS COY.NTIKG U/b IR( 101KH IIPRIG4 119 C00( AlfI Mi", te, 12 14 61 19 PLGOJC1 COXTROl DICf1 DJIIDIKG C00( CONl114(C( Offl+tt ACCLPiIt(( k&(II. la 01.6f V OM 5 of 6 PEEron1( YAWLS OF 7 133P3 R(s '771 :7r 7:N-Dot's (ADC C0Un7Y 4fP.4O,C0 67Ptis F651511M S6.11ZW:5 6LC1)100 11.71371 T5T tS 6 70 SPrlls 5 2441 6 OR 1.5170 PEKE ORS(AEoc6 •ALUFS Of E1071- I3IP:C3 RESISTANT K1210055 010( COJYto APPAlt06dPAG( R13152k3T 514J117P.S 9(2u:3(0 6..( _x7 R 00 11 0 2.9.0 1 f09 I( 117L.11pt4 (0145 __ ',417:00(9 33(40. CL•SS TYPE: '4' GL45S 1700' '4.4' 'G1:.5S 777[ '5' 5 IS 91\0091 01315. GLASS TYPE '(' cuss I IP( 'CA' CUSS rip' 5 .5 ' }A ' 1 ,00n1 440(213 0(1. (1) 1071. (-) (01, (4) 3710. ( -; (3. (•) Int, (-) 9I101• 4400443 567. (4) VOL (-) (XT. (4) I441 ( -) VI, (6) far. ( 20' 24' 78' 30' 32' 36' 4Q, 42' 6 . 5100 157.0 110.0 1$0.0 110.0 210.0 70" 24' :- 35( 37' Jr 96,8 S63 -5 968 58.5 110.0 192.6 110.0 161.9 110.0 151.9 710.0 770.0 85.8 85.6 816 65.6 175.0 157.2 1100 132 1700 1.'2 7. 1100 2100 7L.; 77E3 757 I 7 1:0.3 3,7.6 (70.0 1;7.6 110.0 I.5 110.0 230.0 73,0 .-0 � 73.2 73 .2 1100 142.7 1300 117,5 130.0 3711.4 , 7109 710.0 66.2 675 2 702 70.2 110.0 135.6 100.6 '100.6 130.0 3017.9 110.0 210.0 57.7 ; .7 65.3 64.6 310.0 126 61.5 ee.6 370.7 5. :10.0 769.4 76' 74' 27' 30' 37' 06' 66.7 076.7 66.7 16.7 1•0.0 665.0 53.7 63.9 110.0 617.5 110.0 753.4. 73.4 73 4 73.4 73.4 H70 3 70 23' 29' 30" J2 35' 40' 42' 42 . 110.0 154.6 130.0 (44.4 770.0 2100 64.2 53;.1 64.2 64.2 1(0.0 3252 3100 1)72 130.0 177.7 710.0 210.0 60.0 00.6 60.6 60.6 1(0.0 1187 7700 117 1 1713.9 1106 2300 5 020 57.5 52,5 170.0 112.2 505.5 165.8 330.0 1810 1100 2100 25' 74" 75' 30' 37' 77" 66. 665.4 664 56,1 136.0 179.4 95,5 96.5 150. 1874.1 110.0 202.9 553 13•.1 56.1 56,1 ICI 779.3 83.0 83.9 110.0 59.1.5 110.0 '.7.2.4 45.2 4:E.9 46.9 499 753 55.3 75.5 75.5 367.4 533.3 . 110.0 707.3 (6.0 7 45.0 460 ?50 09.8 721 72.1 406.0 273> 7300 3546 41.6 03.6 U.6 43.E 650 65.0 20' 24' 20' 30' 32' 35' 40' 42' 48' 110.0 1 330.0 1309 13210 110.0 210.0 70' 24' 26' 75 52.0 • 57.0 57_0 101.3 101.3 110.0 114.3 110.0 1'04,3 110.0 210.0 43.5 40.5 43.9 43,6 ES 05,4 1002 100.2 IC3,8 132738 110.0 702.4 :361 19.1 36.1 78.1 73.3 74,3 00.7 90.7 99.6 617. 110.0. 189.4 20' 24' 84 41.5 41.5 41.5 41.5 00.11 60.8 33.3 83-3 96.5 937,1 110.0 177.5 34.9 V.9 31.9 34.9 650 66.0 73.4 73.4 91.5 69.9 110.0 157.6 19 -1/6" :6 -I/2" 37' 26 330.0 ;407,3 510.0 212: 110.0 210.0 66.6 66.6 63.2 82.8 110.0 112.0 110.0 II97.0 130.0 7 733.0 11C.0 210.0 5,58 53.8 87.1 673.4 110.0 135.5 110.0 04714 110.0 7 110.0 210.0 20' 24' 26' 30' 32' .35' 40' 4 2" 5.4 1100 117.3 110.0 1.373 170.0 210.0 39 -3/6" :6 -1/7" b• 38 -3/5' 310.0 387.0 110.0 179 110.0 2300 56.0 96.0 98.0 5E.0 110.0 191.1 110.0 1373 110.7 131. 110.0 510.0 03. 2 .- 86.2 88.7 7587 150.0 173.0 89.9 759.0 (30.0 95.5 1100 1377.1 60.2 09.2 64 174.6 170.0 151.7 19 - 7/6 - 76 -1/3 37' .53 -5 /6' 310.0 0258 110.0 125.8 110.0 2100 73.5 73.8 57,2 50.9 170.0 157.5 9 9,7 M2,7 59.7 997 1100 151 (4 6 04.6 76.2 77.9 1 1413 67.6 - 67,8 82.1 74.7 110.0 143.6 l 59.5 59.5 72.6 75 140.0 126.3 39- 3/8' 20 -3/7" 37' 63' 96.7 976.7 96.7 06.7 310.0 169.5 57 3 57.3 712 851.7 110.0 120.1 74.9 34 -9 74.9 74.9 110. 148.1 53-6 516 60.0 60.0 1100 317.0 19 -1/8" 28- I/2 74 -I /6' 63.0 450.0 . 63.0 63.0 ' 1100 122.9 46.6 _ 46.6 45.6 00.9 90.9 U tOUO(D 0.1080,4 ICAO (C^ 770'147 3 /4' 5(771, CLASS 1/4" 110MI8AL CLASS T'430 00 -1140 10.10090 -3/16' 74613. 31 16 AMC CUSS 65 -Iran 6 3/4 3 0 9 ERAIL (7(5•331. ANON. 1711. CLASS 0'(FIE '4 A' Rai 706. 61�(1'5 924D `3 /18' . 110 - CULTS [3/16' (Crl. 61. ) / 2/16' 7:05337.0 CL;. :;.3 lyr( (( -1073 .5 {110912 3/1" OYERS.L 510.531_ 2E3CP. 211. 0,1;3.5 TYPE '56' 5 M71:A.: :0 + 1/.A33D 184171; 0 k PC 7 3351 10 01 16P5C310 AS (330711!8 01236 Nit 10919 6103337, 60114460 CO3t P 6611 f�4 22 2.'6 I: 666 CI CO R 1 P�RRIB� 60110106 C00F CON/114K( (nM0L 6CEEnat( P.O. 03'7Ot. • 1 3 7T O V (s>eet 4 0 1 J 6 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement or me plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miarni Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. `� t /� �--7— A 1 11 `/ Date _.. ,19Z Owner's Name and Address ...... Al�:Uc.d.l....I . �.Y.. ti .� E _ No..37 S eet .T.J`'� Registered Architect and /or Engineer ..,--.t«,•,• „,,,,,t Name and address of licensed contactor — Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) R 1 . .1.( /N.a _.. 5 : A . � N - ?g- Pi-- W LI fri _Av4 n. . I . N .. . 14.1) IN( .. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 75 CC Amount of Permit Si.. Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement. and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the w. ch public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontrp ors, on work to be perfo d under this permit, as are licensed by Miami Shores Village. Remarks (Signed) _....�`.r , °. .. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorizcd to administer oaths and take acknowledgments, personally ap- pealed _... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. Permit No 'I , v_L Date 4 )X49/i f i s Read, Sworn to and Subscribed before me. Disapproved J_..._.( Date Notary Public, State of Florida (Signed) tiilding Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Mlcrribcr Member Member .. .. Member �.._..... Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application nfter approval has been obtained from the Planning llo.■rd. A re inspection fce of $1.00 will be charged when such re inspection is made necessary by Improper notice for inspetinn or faulty materials and /or workmanship.