Loading...
HomeMy WebLinkAboutNotice of Acceptance FILE COPY x•3�� �y,j MIAMI WADE"; MIAMI-RADE COUNTY CQ.tJNTY :ate ,:: PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Atlas Armor,Inc. 1101 Holland Drive,Suite 16 Boca Raton,Florida 33487 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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: "Gladiator Screening Systems"Flexible Wind Abatement System APPROVAL DOCUMENT: Drawing No.AD12-60,titled"Gladiator Screening Systems",sheets 1 through 10 Of 10,prepared by MCY Engineering,Inc., dated April 03,2013,last revision#1 dated October 13,2015, signed and sealed by Yiping Wang,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved", and NOA number,per TAS-201,TAS- 202,and TAS-203,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. I 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#14-0811.17 and consists of this page 1,evidence submitted pages E-1,E-2,E-3 &E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. �_ a ,. • �, / NOA No.17-0426.11 ;i' MIAMI DADS COUNTY I I l J7•I VIZ Expiration Date: 04/18/2023 . 4. � APP.RQVI 111. 0 6/0$/2°,I 7 Approval Date: 06/08/2017 Pagel 1 is Atlas Armor,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-1107.05 A. DRAWINGS I. Drawing No. AD12-60, titled "Gladiator Screening Systems", sheets 1 through 10 Of 10,prepared by MCY Engineering, Inc., dated April 03, 2013, signed and sealed by Yiping Wang, P.E., on April 04, 2013. B. TESTS I. Test report on Uniform Static Air Pressure Test of Gladiator Screening System Flexible Hurricane Wind Abatement System,prepared by Hurricane Engineering& ,Testing, Inc., Report No. HETI-11-3340, dated December 12, 2011, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Gladiator Screening System Flexible Hurricane Wind Abatement System,prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-11-3341, dated December 12, 2011, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Test report on Uniform Static Air Pressure Test of Gladiator Screening System Flexible Hurricane Wind Abatement System,prepared by Hurricane Engineering& Testing, Inc., Report No. HETI-11-3343, dated December 12, 2011, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test report on Large Missile Impact Test and Cyclic Wind.Pressure Test of Gladiator Screening System Flexible Hurricane Wind Abatement System,prepared by Hurricane Engineering& Testing, Inc., Report No. HETI-11-3336, dated December 12, 2011, signed and sealed by RafaelE. Droz-Seda, PE. 5. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Gladiator Screening System Flexible Hurricane Wind Abatement System,prepared by Hurricane Engineering& Testing, Inc., Report No. HETI-12-4057, dated September 21, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test report on Uniform Static Air Pressure Test of Gladiator Screening System Flexible Hurricane Wind Abatement System,prepared by Hurricane Engineering& Testing, Inc., Report No. HETI-12-4056, dated September 21, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test report on Uniform Static Air Pressure Test of Gladiator Screening System Flexible Hurricane Wind Abatement System,prepared by Hurricane Engineering& Testing, Inc., Report No. HETI-11-3335, dated December 12, 2011, signed and sealed by Rafael E. Droz-Seda, P.E. 8. Test report on Uniform Static Air Pressure Test of Gladiator Screening System Flexible Hurricane Wind Abatement System,prepared by Hurricane Engineering& Testing, Inc., Report No. HEI7-12-4060, dated September 21, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. I/4 elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.17-0426.11 Expiration Date: 04/18/2023 Approval Date: 06/08/2017 E-1 Atlas Armor,Inca NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Gladiator Screening System Flexible Hurricane Wind Abatement System, prepared by Hurricane Engineering& Testing, Inc., Report No. HETI-12-4061, dated September 21, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. 10. Compressive Strength of Cylindrical Concrete Specimens, per ASTM C39-12, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-11-C173, dated October 02, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. 11. Compressive Strength of Grout, per ASTM C39-12, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-11-C172, dated October 02, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. 12. Breaking Strength and Elongation of Textile Fabrics Grab Test per ASTMD 5034-09 prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-124121, dated September 21, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. 13. Breaking Strength and Elongation of Textile Fabrics Grab Test per ASTM D 5034-09 prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-12-T122, dated September 21, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. 14. Sewn Seams Strength Using Grab Tensile Test per ASTM D 1683-11a prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-12-T123, dated September 21, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. 15. Breaking Force and elongation of Textile fabrics per ASTMD 638-10/ASTMD 5035- 11 prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-12-U108, dated July 24, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. 16. Breaking Force and elongation of Textile fabrics per ASTMD 638-10/ASTMD 5035- 11 prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-12-U109, dated July 24, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. 17. Accelerated Weathering Using Xenon Arc light Apparatus per ASTM G 155-05a prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-12-A403, dated July 24, 2012, signed and sealed by Rafael E. Droz-Seda, P.E. 18. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Gladiator Screening System Flexible Hurricane Wind Abatement System, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-11-3345, dated December 12, 2011, signed and sealed by Rafael E. Droz-Seda, P.E. 19. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Gladiator Screening System Flexible Hurricane Wind Abatement System, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-11-3344, dated December 12, 2011, signed and sealed by Rafael E. Droz-Seda, P.E. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 17-0426,11 Expiration Date: 04/18/2023 Approval Date: 06/08/2017 E-2 i I Atlas Armor,Inc.! NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Comparative Analysis and Anchor calculations dated November 03, 2012, Pages L-1, L-2, D-1, T1?-1, A-1 through A-31, R-1 through R-3, T-1 through T-55, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. • E. MATERIAL CERTIFICATIONS 1. Fabric specifications. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0811.17 A. DRAWINGS 1. Drawing No. AD12-60, titled "Gladiator Screening Systems", sheets 1 through .10 Of 10,prepared by MCY Engineering, Inc., dated April 03, 2013, last revision #1 dated October 13, 2015, signed and sealed by Yiping Wang, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor calculations dated October 12, 2015, Pages L-1, L-2, D-1, TR-1, A-1 through A-36, R-1 through R-5, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., on October 15, 2015. D. QUALITY ASSURANCE • 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. Fabric specifications. //4.71- elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.17-0426.11 ' Expiration Date: 04/18/2023 Approval Date: 06/08/2017 E-3 I I � Atlas Armor,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB1VIITIED 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS I. None. C. CALCULATIONS I. None. D. QUALITY ASSURANCE I. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS I. None. 2elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 17-0426.11 Expiration Date: 04/18/2023 Approval Date: 06/08/2017 E-4 . )"TEKS SCREWS ' 21"FROM EA END&� 5"-10" r---- HOUSING IS NOT----, 5"-10" z� - 43"O.C.MAX T''P. / IMPACT RESISTANT o 6 • o ,— k or y O 0 I° N Z{I—... �� F Z. o um °•—'-j Cl)_ Y!'TEKS SCREWS L I It V) 21"FROM EA.END& ° .:::Sal L G — 0 W 43.O.C.MAX.TYP. -__-.-_- - ° = i o U W m Z as - — 0 WA 111 2 i::i1IS ...nnuniiiiirai ° • Z m Y i =IMS ° (SEE CHART ON u) (SEE CHART ON I 0 i 0 _ O°.r. SHEET 3) 1zJ Z SHEET 3) a j 2 ° main: ::::ISL0 i n .., IID Z N 5 5.... o C7 t9 2u t O ° :::i s " ° 41)- z z0 z G v ... :1 ri C I-- 1= x am ° ::i L L::I:S.. ° 0 W W IO y TRACK TO TRACK(TT) .0 l .g . fV 230"MAX.SPAN - w . '� SCREEN WIDTH (OPTION) at GLADIATOR ROLLING SCREEN SYSTEM WITH HOUSING DESIGN LOADS V.S.SCREEN WIDTH ' SEE CHART ON SHEET 30 M's:ZWED (L.M.I.&S.M.I) PRODUCT R GENERAL NOTES: as complying with fie Fiorid° lit Z I Building code _0,24,.1 i Co d" -THE ROLLING SCREEN SYSTEM IS NON-POROUS LARGE/SMALL MISSILE IMPACT PROTECTION -MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME Eco..„,,„.,.11.on Date o•! - . w O.. , - DEVICE.IT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE B� / J ? z cc c r r 5TH EDITION FLORIDA BUILDING CODE(2014)EDITION.FOR USE INSIDE OF THE HIGH . REQUIREMENTS OF THE 5TH EDITION FLORIDA BUILDING CODE(2014)SECTION AS y i a fit, w < �a„ VELOCITY HURRICANE ZONE(HVHZ). APPLICABLE. • ay 521°: co-THIS PRODUCT HAVE BEEN TESTED AS PER FBC 2014 TAS 201,202(STRUCTURAL WIND LOAD -IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR/E.O.R.TO VERIFY THAT THE Q f.'-' - ONLY)AND 203 FOR LARGE/SMALL MISSILE IMPACT.THE SYSTEM IS ALSO TESTED AS PER EXISTING STRUCTURE OR APPROVED MULLION IS DESIGNED TO SUPPORT Fx&Fy P ASTM 0635-06,ASTM D2843-93,ASTM D1929-96 AND ASTM G155, - FORCES AT END OF TRACK FOR Fx& Fy REFER TO CHART ON SHEET 3. -DESIGN LOAD SHALL BE DETERMINED BASED ON BASIC WIND SPEED,BUILDING HEIGHT AND -ROLLUP MECHANISM IS NOT PART OF THIS APPROVAL.CARE SHOULD BE TAKEN OCT 16 2015 0 ' • WIND ZONE USING.APPLICABLE ASCE 7-10 STANDARD. WHEN SECURITY SHIELD IS IN MOTION TO ENSURE THAT PERSONAL INJURY OR ,,.. WH,, DAMAGE TO THIS PRODUCT DOES NOT OCCUR. ..YegiciWAN,D p`.er;.. -DESIGN LOAD OBTAINED FROM ASCE 7-10(ULTIMATE LOAD),MULTIPLY BY 0.6, ,`, RfDA- '' ) PROIx1CT[tI!V15ED .�'pE:jl359g3, °Ahz a-m-m.a • SHALL BE LESS THAN OR EQUAL TO MAX DESIGN LOAD IN THIS DOCUMENT. •-ALL SCREEN PANELS SHALL-BE PERMANENTLY LABELED, os°ompiying withthe Fiorida: \)i.A.N.78677'.. ".,- As men IN A READILY VISIBLE LOCATION,WITH AT LEAST ONE LABEL Molding Code e :'r .. WICC NO Op ,.:f�.'.'•:': nPIR lR ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS STATING: Bap' 'on Date o $ Z°/e3 v°az Rn,o-m • ATLAS ARMOR,INC. • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. g .......,°. ' • 1101 HOLLAND DRIVE SUITE 16 +.. BOCA RATON,FL 33487 "t'O°°I..-• ' /_': AD12-60 -ANCHORING OR LOADING CONDITIONS NOT SHOWN IN'MESE DETAILS ARE NOT PART OF MIAMI DADE COUNTY ' • • -- - THIS APPROVAL. PRODUCT CONTROL APPROVAL MUNI DADE COUNTY . - SHEET 1 OF 10 • • ANCHOR SPACING 2"MAX. o @ . OTom Burr. <irnv. SEE SHEET 3 { E.i orr. SUPPORT TRACK I I I t v -� :::::::11:::::::::::::::1:::::���4f .a...r�!�!`:F�'!*..�rf..pn.• .• :i; • . ° ° ° n LIP • . ° . 10:: v 1 E .� 2:E.:.�::Cy.fl.�����:il;Ez:::.t::::Ev 'E€.1�.j..... i' —_• ° • ° ::S:SLLL.S..S...i = ��...5 =-= _ a Oerr. 1'......w.._.........r.t to !'li........! S:! _ a xi! zB – EME • O _ _ _ _ ° me r.•-•.7::9t::ll: t - Ei =I....••...C...................._.I k _ ::S can ii.•C.. I : _Fa. -_ii_ :::: ..�.........._..... iiaaiiEiE'rie ... Ems •• ii gyp; 1p ::Q i EiE O B co //��W4. l CLL Nm ill ° ~� a LtaO_ °V Hu III C t t`C-'Z U o w Y0 is =11 ai O .. (0 \,LT.::isa�L'=........._.......it:::t:::l::::_ _ _ ......... ......0:: Y Q = ?tw- aG: z I -••- -11511:1••••:tEs...." �- - 9iEEE'sei�Eiiii°0 ............I: - "iiEE`e::�" v 0. D = F - iiiiiiiiiiii E..,,..41--ii ° F il. :..•,.:.._,....aii=wiiiii=o :::: ai ii_iii • ill `n• = z a o tTi= LC1'-"P v -. :ia.r::e r _ _ Kii: •:.... ! rn O 2 W Ill E • C' d° _ •-,.._"-:cilia= ;:C:'•_YrC1-.•a.1:!l RIr - _ i ° o III .. �...C7::_^. `� !:: • w Y lej W U m • I a -� r _r::a= ° a. 0 ..._..w.........._.............it....-.'. .nc...�:::CO C:: U ' V –!7 0 • i N. .... r _– _ __ ...r:;:=:::x ��, qa C S 2 0. .9! `• i::3lSS ulna 5::7 –'– C = ° U i .. ..i:a III:E n........•......... _. .... ..`'::.55 .. .:....:EEE W] . '� I. ? °s sEE°9iE9EE='":fiiEia—iiiiiiEiEEEiiE... „„,,,„;.E.-231"iiiu u k�' 1 :til::=11 it':L _-_ __ = U r7 }, •-........••w „di; 31 E :::-:5:.79 _ — ° ¢ ilk ....Sq:a:LC7iii� _ N o sr.:::i900E t = _ u°i W _ •..._ _::r••: I _ :•attic:: ... • a o : 7:5i::..__ _ _ ° w _ .._.........:tats a o.1 :: _ m� ii: • _7.w...w.. a ::::osii 11 .................s.v ::iFL CEi _ i _ � 12= I ss i � ii B ::: E . o;:p\t—e !!!i. ::' ::::: t :•• AiaiN !:::::S. � : t:N - ,.. - .,-, z : •b ......– '!a 0 N 42 ri II p p cm nSUPPORT TRACK co ,-- 225"MAX. ter- , A B C y TRACK TO TRACK(TT) 14° 240”MAX. 4" NOcc �`.1 j 231°MAX.SPAN —r MIK WIDTH MIN;• z o iZ- - - - SCREEN WIDTH <P E •SCREEN ELEVATION tRODUCTRENEWED • SCREEN ELEVATION rardf7inp�v1664F:ordn W g=os ---- • BOTH SIDES SUPPORT_ _ TOP&BOTTOM SUPPORT Accep�nRteCelo 1 .11 N a sm GLADIATOR FIXED SCREEN SYSTEM - ---- E'°°er`°"Deco_ ' '-023 ce �%}}/ �� : r ; (8)STITCHINGS\ WITHOUT HOUSING(L.M.I.&S.M.I) a 'il 1's r;- - ,. 1- / • dJ `1\ /\ / FULL LENGTH / �, \ { ,`1 // / (2)EXTRA \1 DESIGN LOADS V.S. I. \\� OCT 1'6 2015 i .I i cr STITCHINGS 12"' 1 / I " (2)STITCHINGS\ • ■ SCREEN WIDTH SEE , I L ■ (2)STI CH// i : LONG AT EACH o ' • 1 d // v t DI ..T., END i CHART ON SHEET 3 / i W 1 •1FlAiiIQ4,RF�15iRA ION 7 /k I . I : 1 /S •e 1 I .mo '� 7� PRODUCT A 655993 • ° i_0y201° 1 �`� 1 I __, rr j ..r a ' m� i 7ss Building complying wllh lM1e Fl.iidti Creta.18677 rus a nao l3ocdNgcode \• \ . co r \\ -/ METAL FLAT BAR-A- I n i Acceptance No 0 /T _ i t \\ y i \\ / \ / Det. +dT ver.o-u 1 (2)Y"STITC AT ��8' I • \\` i \, i \\ ' •��I TOP&BOTTAM ; i. /4 ,//4 _ DWI.xa ------------AT _ OF Stir 01,1LY .;f•M D roduct CCntrcl"•'; .,,: �, AD12-SO ''AT TOP AND TWO VERTICAL \��' ----- AT BOTTOM OF SORE N-,,.. DETAIL -- O DETAIL EDGES FOR ROLL DOWN SCREEN DETAIL!/ • FOR ROLL DOWN OPTION.`,......© --- uwnn once COUNT,' ' ' sneer z oe!o -- ALL EDGES ON FIXED SCREEN. `'J _ ,�' z CHART FOR DESIGN LOAD VS.SPAN AND ANCHOR SPACING I 1 46 END REACTIONS GLASS ANCHOR SPACING (IN.) - AT TRACK SEPARATION - 4. . MAX. SPAN/ 2•1 DESIGN SCREEN DETAILA DETAILS DETAILC . • . • LOAD WIDTH ' (PSF) (INCHES) ! Fx Fy I a OPTION 1 OPTION 2 OPTION 3 OPTION 4 OPTION 1 OPTION 2 OPTION 3 OPTION 4 OPTION 1 OPTION 2 OPTION 3 OPTION 4 a 1 4 ® i -- - ,IBSIFT LBS/FT IN. CONCR. CONCR. STEEL ALUM. WOOD CONCR. CONCR. STEEL ALUM. WOOD CONCR. CONCR. STEEL ALUM. WOOD a E_-,E .g ___ _ -- 0 TO 84.0 602 175`7 9.7 5.5 5.5_ 5.5 5.5 5.5 5.5 4.9 5.5 5.5 5.5 5.5 .--;.5; -k . U oo w 120.0 685 250 i_ 15.0 5.5 5.5 5.5 5.5 5.5 4.2 5.5 5.5 5.5 5.5 88 50 156.0 734 325 21.7 5.5 5.5 In 5.5 5.0 5.5 3.9 5.5 5.5 5.5 5.0 Z F p:5: g 192.0 761 400 I 29.9 5.4 5.5 5.5 5.5 4.5 5.5 - 5,5 5.5 ' 5.5 4-7 17Z Z j N 230.8 774 481 I 40.9 5.0 5.5 5.3 4.0 5.5 - 5.5 6.5 5.5 4.5 O a I WO u 65 OTO 72 732 195 9.5 5.5 5.5 5.5 5.5 5.5 4.1 5.5 5.5 5.5 5.3 W V a g 07084.0 964 280 9.7 5.1 5.5 5.3 4.65.5 5.5 6.3 - 5.5 5.5 5.5 5.5 4,0 a 0 .2 80 120.0 1097 400 1 15.0 - 5.5 5.5 4.4 3.7 4.5 - 5.6 5.5 5.5 5.5 ZZ w m 158.0 1175 520 I 26.8 - 4.9 4.0 - 5.5 5.5 } Nm I 100 OTO 79.0 1205 350 1100 _ ,_..__ 5.4 4.2 - 5.5 5.5 - E 0 rid �" I 85 t LN F I Fy -1"X 2"X1/8"THK. I y I / ALUMINUM COVER • Cp., - .Fx !LOW-Fx 11` ' ANGLE 2 5/8"LG. I,'I� co E� i I I CO J m�I 1"X 2"X 1/8"THK .., _ . . �� 1 �O � ALUMINUM COVER w Z h �� 4444 ' \� ANGLE.3114"LG. y 'm Fy �Fy �� �� �� . .�z� !� PRODUCT REi•IEWED Z g m I�i as complying with the Florida N Pg "--1/4-20 X 3/4"JACKNUT . Building Code til qs S d. • RETENTION ANCHOR a"`I Ce No/ - Zlo .. co a'm (1)PERANGLE Expiration Dau 0- ii .7�3 . I. cc • • • M-1'a 4 S :rat Cons° • . • OCT 15 2015 3 ( - CO .!-E. k .l,R:�71 •'Y a FE'WOO;•e;E ,` • . FLORIOA4IEG15TRATOf1 PRODUCE RGVI9m • PE y5598J • Nn as-w-mu _` �scomplyingwll .....ridA • C.A.N-28677 u-•." AS Aam Building Code . �-1"X2"X1/8"THK. / AeapienuuND/4.-o:l}•17: • • °B"'" "x • ALUMINUM ANGLE J q'-uaDoe 04 1, y4 r4. 1..1=�x sa-lu • • - 1/4-20 X 3/4"JACKNUT BY/ '1 •,/./ ' MAIM"O- - RETENTION ANCHOR • Mined "''•uaC°';,1.;' ,• ....,,,,,?k," <�'1 2 ''. AD12-60 • (1)PER ANGLE YWA DADE COUNTY Vii:;, .. SHEET 3 OF 10 _.. • • . . . • . . . _ .a . DETAILS WITH STANDARD TRACKS 6/16"DIA.ULTRACON W/2" MIN EMBEDMENT INTO A.,• 4.' 11;mit4:-'4 1 1 i2 5/16"DIA.ULTRACON W/2" 'S CONCRETE.FOR SPACING . ,,,, . EDGE DIET. " MIN EMBEDMENT INTO ' S g • • SEE CHARTON SHEET 3 . ;,• • . . •. . . • CONCRETE.FOR SPACING 0 .EE CHART ON SHEET 3 1211 - - - -.ti - • • , .4 CONCRETE . 5/16"DIAL ULTRACON W/2' • 'fc'=3515 PS1 . 2 4 ' . MIN EMBEDMENT INTO • r...... . .,...., .....,,,,,,T.h.. . . CONCRETE FOR SPACING ' 1 ".t '• ' '4 A SEE CHART ON SHEET 3 • Iii, T,,,p,: • •. . . . . . .. I Ei g ---- ., 0 0 0 0 OR 0 ILE 0 ' •°4.••i ,.•., .CONCRETE. g, —-—----— A ,. . ,• .. _ fd=3515 PSI. .r% ro - - . ' • r°.- 1.-jitrAmo "CD iimmumnoms 1.1 ris`r116,. 1 • INIK-301, ti; -. rgorA 1/4 "v 8•1/24 FROM BOTTOM, OM in- .....-7—,_. ",,, ..i..) 1 0 *a.— 2'.3 1/2"FROM 1 0 501 1 0 .fag.C, 31.1. BOTTOM&4"O.C.oii. O i ‘ - .CONCRETE IIVO 0 0 ti .1 . • ,,,.. ' 're=k-i5 PSI MIN. 2 S/8" (TT)TRACK TO TRACK 2 51•5, (TT)TRACK TO TRACK _ 2515' (11)TRACK TO TRACK (WO FINISHED WIDTH (FWI FINISHED WIDTH • 1/8 t''n ._ .- (PN)FINISHED WIDTH 2 og; i 0 OPTION 1 . 0 OPTION 1 OPTION 1 • 0 p . - z ,, .• 5/16"DIA.ULTRACON WI 2- • DETAILS WITH HEAVY DUTY TRACKS . ,-.• •.- . . . '4 ' MIN EMBEDMENT INTO ' ' E/16"DIA.ULTRACON W/2" . CONCRETE FOR SPACING _ MIN EMBEDMENT INTO c.... SEE CHART ON SHEET 3 • . . :•1 = • 3 1/8"M114. • • . . / CONCRETE.FOR SPACING 2 0 ' .,. EDGEINST; e r>.. SEE CHART ON SHEETS co . 1. i i aim( • ., Expotrxional pm a_ f;/3/ APRcOiD,UCTce NRE;04710:22 . •• 9 .. •4..CONCRTE.. ,, . us ccx-opSyina withthe Florida '''* -5/16"DIA ULTRAC014 WIG" • - .9 - fe=3515 PSLMIN- - . ' . P :°. ' ,'.4 , DuBdiug Code ' — NIH EMBEDMENT INTO r.._.._.i 1"x3"x1/4 OR .i • * a. , :% CONCRe.I t.FOR SPACING rxft1/4 OR . A SEE CHART ON SHEET 3 .TypTHK. . 4.... A., 'EDGE DIST. - • / i .'1..d' ' .d• • . ALUM.TUBE 00 >-. IX ue' 0 0 ® ®OR 0 L'il Al° . 0 d . . _ U,"iag D• •4rcieci cnt4'---*(').0 *. LI .z"*" • ' a• " !I .' -4,.CONCRET ifit, cc o N ':t ; t- • ' - -A% mums 0 3. ' i. •.. fd=3515 PSLa ' V z <p ii ,C•r5 i.7_ 4-''r) ..-•—•• /= DI 0 ••-• Z th 41/ tiC"C 5 g g 6** cl, .. 1Wil et..--_,..1 .1!" 0 Cfr.------` - • • Cee - 0 I-',... • 1/4-14 SDS AT i ie.w ° A. • L 0 s-0 2",3 UV FROM° ---4. 1/4-14 SOS AT- ....,—.—t..._ P- c"0 2',3 lir FROM or \\.. cs • •. us BOTTOM&4"0.C... , IN BOTTOM&4"O.C.dpk. 1- CONCRETE VP 00 < . .. 3114 r (Ti)TRACK TO TRACK 3 1/4" TRACK TO TRACK . (T1)TRACK 70 TRACK cli)TRACK TO TRACK • 0 (FIN)FINISHED WIDTH . (FIN)FINISHED WIDTH (FW)FINISHED WIDTH ..: 1,.. _ - _ . .•.....-2S•S'ANe.:P.t.• , .• ' 11_143oA:k6S1S11#4 14 5.• 1 OPTION 1 OPTION*I OPTION 1 PRODUCT REVISED • .' ' pE is.48.3•., A ® 0 cd complyingwith the Mali&' .• CAA 3/1677-, - mut As MI6 • Building Cod, • ..,. -• . ,- _ Acceptance Myr-:- • , .. :. . MUM 1.1, lion Dulee) Je 74 8, :•' • ' 7.+Tc,Igt-sa-tat. • :„ • ATTACHMENT TO CONCRETE 2 , 4,...,......,.., . ,..„7.0...... •,.., murom ea. • ANCHOR . . ,,, •/,,,,,a c.,,, ,,f.i,‘.. .•>`'.•*•'i . f.:.:-: AD12-60 5/16"DIA.ULTRACON BY'ELM'(Er155 ksi Fu 177 ksi) fc=3515 PSI MIN. . . MW,II • . SKEET 4 OF 10 'ter 1'1 2015 . • . _ ... _ . I 1 • • DETAILS WITH STANDARD TRACKS E p 4 3"MIN. • © • �� '.EpGE DIST. • —3/8"POWERS WEDGE BOLT c 3 W/21/2"MIN.EMBEDMENT a 4 4 , p 4 INTO CONCRETE.FOR MIN, o s SPACING SEE CHART ON 4EDGE DIST. o 318"POWERS EDGE BOLT Wl SHEET 3 Wp a • ' p 21/2"MIN.EMBEDMENT INTO - S`• CONCRETEr 4 CONCRETE FOR SPACING SEE �= p _- .. p fd-3000 PSI MIN ? �� CHART ON SHEET3 - !I © O © MI millm . :.... CONCRETE Om - --- a' fd000 PSI MIN a --- J ra z o 4 p .A I 12 ORO Lc� 1 1 n m '� I U o& 1 in C7 � I �` 1 Z N 0' V !e. I Q b. m CONCRETE 1/4-14 SDS 31/2' _i 3/8"POWERS WEDGE BOLT W/ •Z-Fi <� id=3000 PSI MIN .. FROM BOTTOM 1/4-14 SDS 3112"-� &4"O.C. FROM BOTTOM I 2 112"MIN.EMBEDMENT INTO ID w a M &4"O.C. CONCRETE. • W °o zu y m 10 OPTION 2 O OPTION 2' O OPTION 2 z Z FA' Y'� WO� b0 U • p 4 3!B"POWERS WEDGE BOLT W/ �� DETAILS WITH HEAVY DUTY TRACKS • 3 MIN. 21/2"MIN.EMBEDMENT INTO • i ' EDGE DIST. 3/8"POWERS WEDGE BOLTCONCRETE.FOR SPACING SEE W/21/2"MIN.EMBEDMENTCHART ON SHEET 3 c p ' 4 INTO CONCRETE.FOR SPACING SEE CHART ON / 0) O • SHEET3 PRODUCT REVISED W / p •• no complying with ilia Florida 4 • / i° • CONCRETE ACode Aapt nceNo 08 0 • fd=3000 PSI MIN .•• '� -S3/8" WEDGE BOLT W/ T. :... km U, •.IFT,. / o C 2 1/2"MIN.EMBEDMENT INTO rIirBouoM& p ByE„•`� •'"�/ y m N. 4 ...fie', nCpntr01 y a • �' CHART ON SHEET 3 4"D.C. ® • tq pI�'o A04g1�1�A+Uh - O ©ORO (7 HI> O4� �• 0 �— O Ifd=3000PSIM�/ w filo C LI • w CONCRETE/ o fr. `" ' g fd=3000 PSJI M/Ipj 314• O 0 0 Oi 0 O o 114-14 SDS 3 12° • 3 1!4° (TT)TRACKTO TRACK 31/4" (TT)TRACK TO TRACK 31/4" (TTS TRACK TO TRACK FROM BOTTOM ". • • '— .. .1- --:I:,.. &4"O.C. (FWJ FINISHED WIDTH (FW)FINISHED WIDTH I (FN)FINISHED WIDTH Sp/NC..WAN¢'IP•L••• 1 FLDRm4;REGI3? FU110t%.• • PRODUCT RENEWEDFE#55663' ' • DAIS w-01-me O OPTIC!,2 C,�IN.28677 O OPTION 2 O OPTION 2 B -Nog complying with the Florida C • max as emeo A g Anoep S Cock 17-.4U.11/1 •��° eeep:tace No .....:.:..:.. • Exp tion lluee � -T.3 _A.. 1, i Pmlat ursz-iss ANCHOR • By i-L 3/8"DIA WEDGE BOLT BY:"POWERS"Fu=100 KSI Fy=65KSI ATTACHMENT TO CONCRETE Muni D Coote( •. • AD12-60 PC=3000 PSI MIN- • 6U441 DACE COUNLY SHEET 5 OF io —_ OCi'1'6L2015 DETAILS WITH STANDARD TRACKS 5/16°-12 SIS TEKS INTO 1/4" o Ii Ta STESPAS NGRSEEUCHART '4 4• 4NSHEET 3 R Xis T 1(4"THK.MIN.STEEL OR • 5116"=12 SIS TEKS INTO 114" °: MIAMI-DADE COUNTY 5116"=12 SIS TEKS INTO 1/4" o= / THK STEEL OR ALUMINUM. j :APPROVED ALUM.MULLION THK STEEL OR ALUMINUM. z'e • FOR SPACING SEE CHART ,? FOR HSPACING SEE CHART .74.,,,,,,,,,,,,,10,71.,1..N.:1,71=71,,,,,,,,,,,,,,,,,,,,,,,,: •N SHEET 3 a ON SHEET 3 ��� 5 ��� 0" IN. • - 4 s --_p -- G • .. 1/4"THK.MIN.STEEL!R ® ti A • �- +-�+ 7 12 OROL...... i _ MIAMI-DADE COU :, ET] J © O © 'i APPROVED ALUM.M Z' ION c ti "' -------- —-� ...,......... ..,,,,,‘,..,..`.,,\•\•..••‘•• •S..•' mo n . 2 u ? :iw ,7 r... Eli e_____H 1 r �1 aZe .. l 7YP. Z� 4i 1/4-14SDS 31/2" • 1/4-14SDS 31/Z' �D $ `ri....i�.z ..✓.: FROM BOTTOM FROM BOTTOM _ • W"z W u &4"O.C. &4"O.C. • ZV �ip a O OPTION 3 O OPTION 3 ©OPTION 3 Wn5 } s43. PRODUCT REVISED F; ns complying with the Flodd S • PRODUCT'RENEWED AccBuilding Code 8� DETAILS WITH HEAVY DUTY TRACKS -5116"-125/S TEKS INTO v4" as complying with the Flori `?'onDnle ; � m THK STEEL OR ALUMINUM. Building Code OR SPACING SEE CHART Acceptance No + 6,-J) BT / /. .iI 1%.......,;,..� 4NSHEET3 Eptpi.t.rtDate o+'RT Zj •. S. '... Control 0 1/4"THK.MIN.STEEL OR By +_ i- i IL O MIAMI-DADE COUNTY i Miami D v.duct Control to d I; :APPROVED ALUM.MULLION(! 5/16"-12 S/S TEKS INTO 1/4" °a 6/16'-12 S/S TEKS INTO 1/4" C ` THK STEEL OR ALUMINUM. gTHK STEEL OR ALUMINUM. h� ,,,,,,,,,,,••••.,.•....,,,,,, ,,,,‘,,.,,,,,....- ���" • FOR SPACING SEE CHART rn 0'. FOR SPACING SEE CHART r •' 1/4'THK.MIN.STEEL O- ON SHEET 3 Lj .- /, 0" MIN. u1 z i ONSHEET3 0 12 ORO 0...ii TYP. MIAMI-DADE �o i ` •PROVED ALUM. +LLION ( K .14d7.:.; % 'lI N it z2ok _ _ 1/4-14SDS 31/2" 0 �_� ,•T7 O +ei 0" IN. Wt cog E FROM BOTTOM ,0 '°' n ��.� 114-14SDS31/2" iiii ., o • &4"O.C. I I lJrs=.T. FROM BOTTOM V''---=‘" --- - _-- (S`i' -- • - - 1`. &4"O.C. w ¢B O i ©A/ m (11)TRACK TO TRACK C> 3 1/4' m (TT)TRACK TO TRACK 0 31/4' m (TT)TRACK TO TRACK • A 114"TKK.MIN.STEEL OR — • 1 C IBIS (9 MIAMI—DADE CUM.M (FW)FINISHED WIDTH (FWt FINISHED WIDTH APPROVED ALUM.MULLI (FW)FINISHED WIDTH •• FIDRIDA REGISTRATION uwa wn • O OPTION 3 O OPTION 3 O OPTION 3 aaN�sieen murz t As-pyo • 1 intoner w:r,m ANCHOR t cnx�a.e 5/16"ST./ST.TEKS SCREW Fu=100 KSI Fy=65 KSI ' ATTACHMENT TO STEEUALUM. :1i '. AD12-60 . __ A36 OR 6063-T5 MIN. 114"MIN.THK • (.;;; • MIAMI DADE COUNTY +•;; ,,,• p SHENT 6 OF 10 • 5/16'0 ULTRACONS W/2 o E DETAILS WITH STANDARD TRACKS MIN EMBEDMENT INTO A. 31/8'MW ,ill 5/16'0 ULTRACONS W/2' I N WOOD.FOR SPACING SEE MIN EMBEDMENT INTO �' 0 CHART ON SHEET 3 ,IiEDGE DI WOOD,FOR SPACING SEE 1 o CHART ON SHEET 3 p WOO_ . 3a 5/16"0 ULTRACONS WI 2" ''I OR WOOD'STRUCT " "1 MIN EMBEDMENT INTO YY• SG=0.55 MIN I) ...,ill z d WOOD.FOR SPACING SEE 31/8•MIN. ��— J EDGE D q CHARTONSHEET3 = , a _ �:•DBUCKS 4 -_ -- _-- -`k.w. tt i J 0 O © 12 ORO LFAi O WOOD STR�- RE Cy �m '� SG=0.55 A71` GAJ - --- —--- S y 1/4 14 S. 3 1/2' 1- LTi I O © � I �n I am ,� �� ROM B• OM �� 114-14SDS31/2' • t �MO ? 1 1 Z 00 en 0 84 •_C. lll� I FROM BOTTOM w O ©� ,F 0.G; M WOOD BUC 84'O,C©` O� 0�WOOD STRUCT REN IS 7 $ ... SG=0,55 MIN (TT)TRACK TO TRACK 25/8• (TT)TRACK TO TRACK (TT)TRACK TO TRACK IA Z o W (FW)FINISHED WIDTH _ (FW)FINISHED WIDTH .. (FW)FWISHED WIDTH 0 0 .fin es • • 9 z .. OOPTION 4 ®OPTION 4 O O!OPTION �o 0� a PRODUCT RENEWED' 2 yw 0 os complying with the Florida p Building Cockm Acceptance NoLZ,0 426-U • , Expiration Date o •i, : -2J DETAILS WITH HEAVY DUTY TRACKS 5/+6•0 ULTRACONS W/2' MIN EMBEDMENT INTO A ' 5/16"0 ULTRACONS W/PS'• �� ••-- WOOD.FOR SPACING SEE ! 31/8•MIN. MIN EMBEDMENT INTO Miami D�ro4td Consul EDGE DI '- 0• CHART ON SHEET 3 l WOOD,FOR SPACING SEE HART ON SHEET 3 003 WO•.: -- 6/16'0 ULTRACONS W/2" ''I OR WOOD STRUC .' d MIN EMBEDMENT INTO 1111 . fii" m m WOOD,FOR SPACING SEE ri— , 3116'MIN. —• 2 U EDGED- Z q• CHART ON SHEET 3 co a0 y 'm _ q\I.., t o O O O12 ORO F ' rsBO J: BULS . _=t :.�- o W ¢ g f. i0 1/4 145. 31/2" �1I �o1 Oiro-iT' i!��r. -.---- .1�. _ °, . w ROM B• OM �•. v- - - -- - — •.� h ter, 84 •.C. 1/4-14 SDS 31/2" jn - WOOD FRTOM BU • &4'O.0 ` 0 0 G 4 • O�WOOD STRUCTU- 518 ©� �6/B• q SG=0.55 MIN 31/4' (TT)TRACK TO TRACK 3114• (TT)TRACK TO TRACK ? 9114' (TT)TRACK TO TRACK is C7• (FW)FINISHED WIDTH (FW)FINISHED WIDTH ., (FW)FINISHED WIDTH: ''''': ' 'MING WANG.P.E. • FLGRIL?A,'REGIS'fRA11DN • _ 04-.4013 OOPTION 4 OPTION 4 pgODU OPTION 4 PE#55983 ' O CTR1iy19EO C CAN.28677 t guy ss mosso •• Buil p� a'ilh the Florida , , wun •a AaccptmaT No _0; )7 PMmfel acr u-tm ANCHOR •'. '•on Dao..lSj4 • -4 , •I., •• ' ux.uta 5118"DIA.ULTRACONS BY'ELCO'(Fy=155 ksi Fu=177 8.51) ATTACHMENT TO WOOD SFr, /� {,� . (/ AD12-60 SG=0.55 MIN SHEET 7 of 10 MIAMI DADE CWNIY _ -Si 'OCT'1.: FOLDD FOLD 0 • ro ae . p^ • ' X® SUMMARY OF TEST RESULTS a • TEST MIAMI DADE COUNTY HURRICANE 4 a DESCRIPTION TEST RESULT ENGINEERING AND a t-n L —- — — --- _ •STANDARDS CRITERIA. TESTING NUMBER od d • li • ASTM D1929-96 SELF IGNITION TEMPERATURE(SIT) SIT=751°F ACCEPTABLE IF>650°F TEL-01700388C al q VIN W CC1/C-1 LESS THAN Z .4m >+ ASTM 0635 RATE OF BURNING(CC1/C-1) 1.0INJMIN. • PASS IF<1.0IN./MIN ' HETI-12-F108 "< ar • ASTM D635 AVERAGE TIME OF BURNING --- --- HETI-12-F108 Za ASTM D635 AVERAGE EXTENT OF BURNING --- --- HETI-12-F108 W 2 . B - FOLD e 1 ASTM 02843-99 SMOKE DENSITY(SDR) SDR=10.6% ACCEPTABLE IF<75% TEL-01700388B ?W ou 0 v 0 ASTM G155-05a ACCELERATED WEATHERING +7.2%DIFFERENCE ACCEPTABLE IF<10% HETI-12-A403 Z z .qm o; . W 4 a � I BREAKING STRENGTH&ELONGATION OF TEXTILE FABRICS m ' FOLD A HURRICANE TEST MAX.FORCE ELONGATION ENGINEERING AND TESTING NUMBER - • ASTM D638&ASTM N D5035-11 473 Ibfin 98.6% HETI-12-U109 WEAK DIRECTION • °0 ASTM D638&ASTM N m D5035-11 438.81b/in 94.80% HETI-12-U108 WEAK DIRECTION M OZ t ASTM D1683-11A 231.7lb/iin 25.00% HETI-12-T123 AT SEWN SEAMS N a o . L9 2Pag•E oz& - ASTM D5034-09 742.6 IblIn 19.60% HETI-12-T122 STRONG DIRECTION zR Illw ASTM D5034-09 449.8lbfin 74.60% HETI-12-T121 WEAK DIRECTION 0 END OF FLAP to Q o - — c PRODUCT RENEWED p es complying with tho Florida OCT 15 2015 5 - Building Cade 0 ' — Acceptance Pio) -0¢1.6.11 ...\.:!,i,:,::;:. Expira'on Date O'j • .1 „3 ..%.,.:Y1;1,,':•. BY I I././� '''.YIPINFL0NIliAO';RECISWNTIoN WANb;•P.(= • N • A•!i.^.miD ' 'roctact onir..! PRODUCT REVISED PE#55983 ouc a-w-ema n IN complying with nn Florida :CA.[i'28577 scus u nal® Building Code =IA wz • Acceptance No .t-0S -, - '°- — N Btyl, Dolc•,� _I.: >mtmT an:e-ue• }}I OSCREEN BOTTOM EDGE "'t odod CotrttolF ,� 1:• AU12-BO - . MNMI DME COUNTY SHEET B OF 10 . Y I • i. • MIN.0.040'ALUM.HOOD • Ai p9 y y C •(2)5/1C TAPCONS 1311•MIN: • 1/B'ALUM.RIVETS OR AB SS EMBED.AND 212'MIN EDGE SDS I .4 T4.0 DISTANCE INTO MASONRY '111110Nn --- OR —, ---- BALLBE'ARIN°ASSEMBLY oa qmq ORSIMU FREE END • I �[ Nm 1 V o0 1.1111111° I 4 _— 5.10__ ?% mAI M 0• . b6 —, • (9 IP — z? N 0• I • W 0 N g ILI u "' I I z s ca • OCTOGONAL TUBE I /� N U G k 51 PRODUCT COVER /1 mq - I ` / m� � CUSTOM HOOD/BRACKET WALL MOUNT I / ol. • ROTOR TUBE /(ilkeggg cmL i ➢ MOTORASSEMBLY �:�:: a 0 1/4•TEKS SCREW '-`/�\� / '•• SIIII z tii ^_n(t)PER ROTOR TUBE 1� i:::•:❖:•:�:,:,: Ir y $ _3,53 In x 3,831n x 1/8'THK.— ��r/�i ��� • I N O dSTEEL BEARING PLATE / R"�I •: ••.. IZg�0 • 1NR11(4)1/4•SMS .:•,::•.::❖:❖:❖: %Oo• aoUB @ 0 // '• GUIDE RAd / CD •LC Ig CC •- �i O Q SCREEN WEAVE i. a . G BI I ��� OCT 152015 � - • PRODUCT RENEWEDI I O as complying'MLR Me Florida I �- . Bondi%Code rt I / 'FtiDpgh'.pCgSfRATIpN Acceptance No —0 4 26_'! .Y 00 0.ba-.1i 1....."'''6".'; U Expti ...ILO-de.. /J� .'� m COMOAv pial REVISED L(da: GAN-.59/35 2.0.6Y • • acus u imm ^ By .- '_ 1//, de .ALTERNATE SOUAREHOUSING- No — Mi•ti act Cant 1nDek0 R 7 0% :,H • • Prtora:r uer ie-ia2A.t.PBUildh"tiog �• HOUSING ASSEMBLY DETAIL-OPTION 7Coatrol. ADiz—so WALL MOUNT BRACKET OPTIONS NOT PART OF THIS NOA MIAMI DADE COUNTY ,. - 0 aoampoLY s g- • BILL OF MATERIALS M As I-- iwIoIo1:1-1:loI_ 2 • ]SfT L 1,1,1,1,t,ial MANUFACTURER/ xe 2 T$�iii+1tide _J r. ITEM# QTY. PROFILE DESCRIPTION MATERIAL REMARKS 4144 iiiiipI" g o.o3tr{ARAMMI) 1 r 1 AS REQD. T03A15899 SCREEN WOVEN POLYESTER 0.045"THICK/ �� e — - _ __ TWITCHELL CORP. SCREEN MEAVE ALUMINUM ANGLE(6063-T6) Lot l� )6 2 2 EACH STANDARD GUIDE RAIL ALUM.6063-T6 KAPCA VENTURES,LLC. z SCREEN SPAN>e4' _ _ _j-- o.f v oa3ceARAnao 3 2 EACH - GUIDE RAIL CAP ALUM.6063-T6 KAPCA VENTURES,LLC. amm 1 (10RQONTAI) r- -I'M—( 4 1 OR 2 EACH - BOTTOMWEIGHT STEEL OR ALUMINUM KAPCA VENTURES,LLC. Z 'm D L - � J 5 AS REQD. - ALUMINUM ANGLE ALUM.6063-T6 KAPCA VENTURES,LLC. U 636: 0 0� l 6 AS REQD. ALUMINUM TUBE ALUM.6063 T6 KAPCA VENTURES,LLC. !`7 2.-- _. S N a. ow-O POLYESTER ` 7 AS REQD. - ROLLER TUBE ALUM.6063-T6 KAPCA VENTURES,LLC. Z 0 E u YARNS(VERTICAL) -._---- 9 SCREEN WEAVE ()ALUMINUM TUBES(6083-T6) 8 AS RECD. - ROLLER TUBE REINFORCEMENT ALUM.6063_76 KAPCA VENTURES,LLC_ 0 Z am 2 `J SCREEN SPAN 584" 25G531/4" OR rxaxva' 9 1 PER SIDE . 0.325 DIA. • (3)16"-STRAND STWISTED ROPE POLYPROPYLENE KAPCA VENTURES,LW. W 1 � o. m zass• -,, 10 2 EACH - HEAVE DUTY GUIDE RAIL ALUM.6063-T6 KAPCA VENTURES,LLC. 2 o C:10 11 AS READ. ROLLER TUBE REINFORCEMENT ALUM.6063-T6 KAPCA VENTURES,LLC.. ma $r = kl 10 12 AS READ. ALUMINUM TUBE ALUM.6063-T6 KAPCA VENTURES,LLC_ • !! 111 13 AS REQD. - ALUMINUM ANGLE 1"x2"x1/8" ALUM.6063-T6 KAPCA VENTURES,LLC. ( ALUMINUM GUIDE RAIL(6063 T6) 10 ALUMINUM GUIDE RAIL(6663-16.) . 'f w NOTE:ROLLER TUBE REINFORCEMENT CONTINUOUS —, • WHEN SCREEN WIDTH Z 150"OTHERWISE 2"LONG AT 24"O.C. N ClPRODUCT RENEWED W Z,p es complying with the Florida >'-) h yea , a.am• r Building Code / N uT�e N ['� Acdepinnco No/7_0/26•// -r = "a'-. EAp(,inn Here.s/j7 ,2j i oo )ALUMINUM GUIDE RAIL CAP BOTTOM WEIGHT ' W N ~ 3 O / Z Q5a4$' • (s063-Ts) r . �Y "" PRODUCTREVISEDVISm Mi m:D�a0Jd0AT Control J i s N complying with the Mao U F-o m •.tzs fLLUMINUMTUUES(6063-TB) Building do .,- l CO Q I 1p Acceptance Co; ,No: /.�' ,t� ' )1'x3"'olI4 OR t•x45di" �i . Dana,4/ . ,/1, H • B'i-4 I. /, y OCT 152015 1- 0.L.(0 . (0.40.er". a s Mbnl D:v•'T•ua Centro ,. 1 lavas ��CC / I 1 • ;.•PIPING I4AHC,FE. ()ALUMINUM ROLLER TUBE • I 0000 n,•TLORIDA REGISTRATION -• PE#,55983 • UTa as-03-WO (6063.76) :•CAN:'26677 acAes u ween 8 ROLLOIi TUBE REINFORCEMENT 71 ROLLOR TUBE REINFORCEMENT OPTION T3 ALUMINUM ANGLE(6063-T6) , in ...A.(6083-Te) (6067.7'6) .• .• vtmeexr=712-SX. • naaTNO Fa AD12-60 • MIAMI DADE COUNTY r,.. SHEET 10 OF 10 -