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HomeMy WebLinkAboutNOA FLEXIBLE WIND ABATEMENT SYSTEMSCANNED MIAMI• E Q 1f MIAMI-DADE COUNTY, FLORMA . L�METRO-DARE FLAGLER BUILDING BUII.DIN ,' CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUC J CONTROL DIVISION MIAMI, FLORH A 33130-1563 (305) 375-2901 FAX (305) 375 2908 NOTI ! E OF ACCEPTANCE (NOA) www.miamidade.eov - Armor 9Green Corporation 2001-A orth Congress Ave. Riviera each, FL 33404 SCOPE: j This NO is being issued under the applicable rules and regulations governing the use of construction materials. The doc ntation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the B and of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Au 'I rity Having Jurisdiction (AHJ). This N A shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Divisia (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have th' , product or material tested for quality assurance purposes. If this product or material fails to perform in the acc ted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, odify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revLr' a this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or mateto meet the requirements of the applicable building code. This s approved as described herein, and has been designed to comply with the High VelocityHurricane Zoneorida Building Code. DESON: "Armor Screen Series 20W' Flexible Wind Abatement System APP „ VAL DOCUMENT: Drawing No. AS-001, titled "Armor Screen Series 2000 Fl ble Wind Abatement) Impact? otection System', sheets 1 through 8 of 8, prepared, signed =aled M. Kelaher, P.E., last revisio dated November 25, 2003, bearing the Miami -Dade County FeInal stamp with the Notice of Acceptance number and the expiration date by the Miami de . oun uontrol Division. AMWB �I E IMPACT RATING: Large and Small Mi ImLiturees ~''''° LAB LING: Each screen shall bear a 1 ' name or logo, city, state and the follow, g statement: "Miami -Dade County ' ct tro roved", unless otherwise noted herein. RE WAL of this NOA shall be considered era wal application has been filed and there has been no chang in the applicable building code negative) affecting the performance of this product. TE ATION of this NOA will occur after the expiration date or if there has been a revision or change in the mate s, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any produ t, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with y section of this NOA shall be cause for termination and removal of NOA. AD E RTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the a ,� iration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be do' a in its entirety. INS' CTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors - and s 1 be available for inspection at the job site at the request of the Building Official. This OA renews NOA # 03-1204.01 and consists of this page 1, evidence submitted pages E-1 E-2 as well as appr 'II al document mentioned above. The i�bmitted documentation was reviewed by Hehny A. Makar, P.E., M.S. NOA No. 07-0424.04 N Expiration Date: 01/07/2009 Approval Date:10/18/2W7 Page 1 ,--- -' -♦ - - ---- - --- GENERAL NOTES: high velocity hurricane zone of the 2001 Florida Building MODUC9' RENEWCD tested to comply with the !§ cTplyimg With tho Iksl':b Armor Screen is a flexible wind abatement and Impact protection system utilizing a woven monofilament geotextile that fulfills the 2001 Florida Building Code requirement for opening bast protection. bj*� Geosynthetic hurricane screen: The hurricane screen shall be produced from a polypropylene, woven monofilament geotextile fabric with Individual filaments woven Into a basket weave network and calendered such that the filaments retain dimensional stability relative to each other. The woven monofilament geotextile fabric shall have the following minimum average roll values: Grab Tensile Strength (ASTM D4632) 425 x 325 LBS Puncture Strength (ASTM D4833) 130 LBS Mullen Burst (ASTM D3786) 675 PSI Trapezoidal Tear (ASTM D4533) 150 x 125 LBS Wide Width Tensile Strength (ASTM 04595) 225 x 205 LBS/IN Wde Width Elongation (ASTM D4595) 22 x 21 % Apparent Opening Size 30 US STD SIEVE. Percentage of Open Area 5 Barrier can be mounted with opposing primary anchored p Ott i vertical, horizontal or any alignment appropriate to the structure being protected. Screen unable to return should extend past protected opening by d t ce equal to minimum required deflection. Design loads calculated to ASCE 7-98 as required by the prevaill bull ng code. Product marking - a label shall be affixed to the barrier with the folior1oty) ement: "Armor Screen Corporation, Riviera Beach, Florida Miami -Dade Couct Control Approved" ALL GEOSYNTHETIC HURRICANE SCREEN ASSEMBLY INSTALLATION DETAILS DEPICTEDVMN THESE DRAWINGS ARE TYPICAL FOR THE INSTALLATION OF THIS WIND ABATEMENT AND IMP TECTION SYSTEM ONLY, ALL OTHER BUILDING COMPONENTS SHOWN HEREIN ARE DEPICTED G, AND NOT CONSTRUCTED BY THE SCREEN COMPANY, - CORPORATION Examples of typical Installations _ I• II STRAIGHT ANGLED BALCONY STORM BAR "'F�ST1c"1 BtYY. �ai� �` a ��`�� •G`•i; l:1C'4j�••y��i • ,• •F .9 RODUCTi REVISED a iTl =1 i 08 S.E. 'fah Term' - `- ' ; NO. 40159' � *; s complying the rrlocida < a i �, ad Beach, i; L 2.. . ,._ �: �.i) 954-380-96—J � ? � � 71r . aiding Code. ecsptance No O Q ij " p I =.p spi lion Da 1 Z p Co `+ c (3 PRODUCT: ARMOR SCREENSERIE82D00 FLYABLE WNDABATEMENT/ IMPACTPROTECTIONBYSTEM i� �� STATE OF • Q� / �V� s soot K cony.. Am, terra B.od,, F. 33404/i�Fs+ •.<ORIDp.•'����� ��is�ONAt ENG�`� 7! P ivasi D roduetCoottW ivisioa iRc (sat)d4t-aeoo Pos (3e1)e41-awns Wkmpr =mmm -- -- �Ku ;Table 1 Anchor Spacing Anchor Choices * Fs -pan I Deflection . 1' O/C 1 2' O/C 1 : 2 * 3 ` 4 * In feet in inches Design Pressure" 31s" open eye 3/8" bolt inr open eye 112" bolt 4' 5.5" 130 65 X X X X 6' 6.7" 130 65 X X X 6' 6.7" 92.75 46 X X X X 8' 8.5" .130 90 X { 8' 8.5" 130 65 X X 8' 8.5" 116 58 X X X 8' 8.6" 68.75 34 X X X X 10' 16" 130 90 X 10' 16" 130 65 X X X 10' 16" 94.75 47 X X X X 12— 21" 130 90 X 12' 21" 130 65 X X t .12' 21" 120 60 X X X 127 21" 69.75 35 X X X X 14' 30" 130 80. X 14' 30" 130 65 X X 14' 30" 120 60 X X X 14' 30" 64.75 32 X X X X 16' 39" 130 75 X 16' .39" 130 65 X X 16' 39" 110 55 X X X 1 16' 39" 60 34.26 X X X X 20' 36" 68.00 29.00 X X 24' 41" 48.00 t 24.00 X ONCRETE: "Table is intended for drop -in and LDT anchors in concrete. OOD: Lag anchoring (incl. LDT) into wood as follows Column 1•: 3/8" thread, 1.75" penetration into SYP (0.55 sg) Column 2': 3/8" thread, 3.1" penetration into SYP Column 3•: 1/2" thread, 3.0" penetration into SY Column 4': 1/2" thread, 3.7" penetration i T H: * Specified earth anchor may be us choices. OLLOW BLOCK: Column 1*, approved epoxy chor system for 3/8" & 1/2" thread. OTE: " Design pressure may be increased by /o for negative loads RACK SYSTEM: Table applies to track system, anchored with two 5/16" fasteners per cleat,as follows: - into hollow block, min. 1 1/4" embed can be installed as in column V OCTOBER22,2001 August27,2003 ( November 25.200Q o 0 u rA >$ p d �oo�, �g zQ. UUn o pabeI oy`u..�W. _a E•a V . - 4 o. aAQw Ala ```%%%IIIIIIfit to O V �Jdip = cak- '� ec �! ►i QR���• It t � 12 N z 0 - into concrete, min. 1 3/4 embed can be installed as in column 3 Z�' g K - into concrete, min. 2" embed can be installed as in column 4' - into wood (SYP. sg. 0.55), min. 1" embed can be installed as in column 1' ���i tl? le 8 W - into wood (SYP. Sg. 0.55), min. 2" embed installed as in column 3' = rlyba fulft �el�Ts�%-OQZQ. " « - )TES: o w IL for Spacin-g: varies inversely with pressure and is subject to rational analysis. > am I iris measured anchor to anchor. ,ction: is minimum glass separation measured at mid -span of screen. HOR SPECIFICATION: .10b*11 Pig ova numbers: 3/8" Lag Anchor (AS9038S) 1/2" Lag Anchor (AS9012S) Tapcon 5/16", 3/8", and 1/2" LDT can anchor in both wood and concrete -in Anchor: 3/8" Steel Drop4n anchor in 3000 PSI (min.) concrete, 1 5/8" min. embedment (H3038S) 1/2" Steel Drop -in Anchor in 3000 PSI (min.) concrete, 2" min. . embedment (H3012S) i Anchor. Proprietary System: Stabilized 1/2" x 30" shaft with 4' helix Working load 3150 LBS. (E7912P) Soil Class: 5 (medium dense coarse sand) y Anchor. Equal to Red Head umbrella inserts and screens with C7 adhesive. :• �. �- E "_ YJYJM e, U3 Q 3 �0t 3 Jt ` 0 m t' o n O- lL Drawn by. Te,10-22.M SCALE, NO SCALE DN6 Nu AS-001 ssm Na 2 OF 8 em 0 0 SUPPORTING 220t1At VERTICAL LOWNL An, TIi1R! GMW PLATE / 3)rcr1R' SEE TABLE 1 \ ALT�iNATEANCHORING LAGJURNED EYEORPLAIN LOT REMOVEABLELAG (AS3012S,AS903q INSTALLED VERTICAL ONLY INTO THE TRUSS MEMBER WITH 364 MIL EDGE / DISTANCE "toDlJer RENWEiD HN CLEAlm mcompf7in with the R umn SEE SHETTIff7NIL 1 A -I�a - Z4-0q, IFSt3EETDD 41a4s C o p q ff I TYPICAL ONE STORY A! INSTALLATION ®1 m -P Iftf N n m SHEET OElliiin AT m IS G 6ff7 . 9 acmI�a II ale' ar1Z EYE or BOLT andIDROP-9V ANCHORS SEE TABLE [OR TRACK) CONCRETE SLAB ((3000 PSI Mitt ALTERNATE ASSEMBLY INSTALLATION B AT EXTERIOR SLAB ff 7 2003 (D ARMOR SCREEN CORPORATION REVISIONS OCTOBER 22, = Aug-tV,2003 No425.2003 ````%I III I I I I I I/// \ �'lo.......0, ;' ~1J6 n O p ;O O:C to k"• 111111 m H k _ cz� 'F' jj i6E 29 C i3 a� Drambr TG, 10-22-01 SCALE; NO SCALE m II,i AS-001 am Nn3 9F 9 STf1RM RAR SPAN 1�1 4' 1 5' 1 6' 8' MAX. PsF 1351 86 1 60 135 60 DEFLE ON 5-5" 6.1" &7- &r 16- SYP 2"x6 I X X X ALUM. BE X SYP 410, X . - DEFLE MORE INCRE - ALUM. - ANCH! MIN. C MIN CLE HM RE ocwm ff CoNm Fmm MLTI PION; ACHIEVED BY ONE OR roRM BARS AND MAY BE 'ED WITH BLOCKING USE TO BE TYPE 6061-TB t ENDS WITH 5/16" x 1-1/2" TAPCON WITH ALUM MTD BRACKET AND 1/2" TAPCON T TO RATIONAL ANALYSIS 0T 0 0 VMUCTRMEWED STORM BAR ' Mr OR 1/t CONFIGURA DROP-N ANCHORS �p SE TABLE 1 c 0 - 6 IF7 z 1 m G C7 Z rn rn RSSIXY INSTEATO PORCH INSTALLATION 11 I SQ. IN F � u dff7 EARTH ANCHOR 4 DP& HELIX HORIZONTALLY STABILIZED W O.C. SEE:: TABLET 2003OC ARMOR SCREEN CORPORATION OCTOBE R2ZM ftud27, 2E103 Mxwrd et25.= '01 -v:ci w C A- d- 0. Lu =m=d o i si• y z i�0 ..� '4 �' $ u •L` =;? w mm r U w cr- aLL Dmvinby. T6,18-22.01 SCALE 161 SCALE aws to AS-001 smla4OFB 72ISS MMT PUTE m MIN CLEARANCE SEE TABLE I le ff AT MID -SPAN C � W � �r�SjleeS aiim $�N $p�34g Cali !1 � J "!QQ�_Q, z D � zsmn w ix 6OF7 0 FOR ANCHIR INSTALLATD3N MAINTAIN AT LEAST MIN. EDGE DISTANCE AND FULL CAPACITY SPACING FROM HANDRAIL ANCHURS BALCONY SCREEN g ALTERNATE ASSEMBLY 3woPSI D INSTALLAT STRUCTU MEMBER 4 Or 7 m z m AT MID -SPAN F IF 7, CLMED ON SII}ES AND BOTTOM ANCHORED AT LOVER CORNERS WINDOW SCREEN . P &Tli-ilz-av REVISIONS Aogmt2T,2OD3 Novemb`25, Op O d zo Ow aid a'o c NM v ..� r O C �o.vZ y`Cyy w co U.h a � eg z~ �z ca _ z A Sim i 6 m �99 co t n: ta. a Drownby: TG, 10-22-01 mm NM AS-001 SST m5 8F 8 REVISIONS OcWkw 22,2WI �sY F A Isr Augud27,20ai unum r Ni lr-now TO BE M BE SEWN INTO GEOSYNn�TIc OW FLAT FEIJ O SEAM T Olny 4�corp 11 srop hook or P-rlrrp� P101rembBi 2a13 Port Nas AS-5214, H5=. AS9M AS91f? 3 Gm SYNTHETIC Pa.YPRO THREAD i 138 (n PLACES C 6 g �t AT UP AM BUTTM MTTM OF - 0 ?5AV TIIU SM FIR u nnui 1 STOP MATERIAL > � O x T(J O W G A K3 ? a. 0 o TOP STRAP DETAIL 33 �, cc;vitv1 urz � Y � SHM `U+ CONFIGURATION F IIiISN 0j PRODNO. MC FIBER STRAP \\\��,�� , .....•b�J> ��i FOR APPROVED EQUAL) TO BE SEWN �� Q•.•� �•.y/ i DdTB GEOSYKhETIC FIBER MATERIAL BUCKLE W/STRAP AND TRIGLIDE ���c,� r o A vi EARTH ANC OR, --� y SEE SEC►ION'Jl6 OF 7' w -� = SEE ANCHOf SPECIFICATIONS o. Z� ONSHEET2 F7. SOIL SHALL F BOTTOM STRAP DETAIL a.�) 9 g BEnIN.cLa 5(MEDIUM °F CAT EARTH ANCHOf DENSE COU �E SAND). 'y1 ' • • .. ' • �t�'\\� //'I i t 11 tp+%0\\ } ' F - h WEAVE NaT SHOWN FOR 74A R, of AISSTRAP OI EXTEii1T1R,: ' • t- 4' SLAB YELLINGSYNTHETIC FIBER STRAP �PP�D 1EM AR VVEML) TO BE SEWN A `u ¢ Tart INTO GEMIWnIETIC FIBER MATERIAL ur m 2m RAwL I • B! Aiic;;u z SEE ANDM SPA ON S EEr E BUCKLE WTRKXIDE, k1A Wo-. �. i SEE SECTION '.V6 OF 7' u 0 c ,BOTTOM STRAP DETAIL a o OF ?CAT ANCHORAGE INTO CONCRETE) °'�z N ,. =mpg ' J o Drawn by: T G ,10 - 22 - 0' �.�SIPEI2 CONTBUR10 t40DEL Bt1C1a E S GRID NO SCALE H1r 2003 © ARMOR SCREEN CORPORATION Im NQ AS-001 slur m6 PY 8 Few g Lai! ril COF W M[ EYE X LT `ALTFIafATE 3ff MW r 04H MOM OIL ® SYNTHM tUMM S(S MM K TOPE RNATE STRAP DETAIL T �F 7 Flit , MMM W FEET M LESS H STRAP DETAIL AT TERNATE CORNER DETAIL 7 OF ADJACENT SCREENS 'E: SCREENS MAYBE GROMMETED. ol?4',1 ACK DETAIL INSIDE MOUNT CEILING OM ae fums FLOOR 2003 (C)ARMOR SCREEN CORPORATION REVISIONS OUOBM 242M Amxk 27.2M � M nEMo. •Ey :� B � v d pLu = d) O z co moo, '',1* 1101" ` Z o�Lu od� S fl cV W z m =,ad- a aO � c. LL Drmnby- TG, 10-22-01 SCMZ Na SCALE m i. AS-001 mErm 78F8 0 - A47 R m per I ` mn o� FULL sAw I� !I •r TRAcK (PART#ASwow) ALUMWUM ALLOY 6005•T5 me R L m a A62 R im MpE ' • 1 1 Lila M� FtA1.TV 2 R L030 B( AC (PART #Aff 1100) ALUMNA ALLOY 6005-T5 !x NG CARRIERS (AS•5214) SP NG CLIPS (H-5100) 3/8' KEYHOLE CUPS (AS9138) 112"!'KEYHOLE CLIPS (AS9112) �. 51161� TAPCONS (FT1556) • 30' TAPCONS (FC15,%) 1/2" TAPCONS V1512) 30 � G ANCHOR (AS9M* ) 3/8" 3OLT (B15388) 112 IAG ANCHOR (AS9112S) --- 112" OLT (B151025) IMAGES ARE REPRESENTATIVE AND NOT TO SCALE III November 25, 266 Oi O •VQ' ZL 6 .. c tu O; co ;e •. . G`jy1` �tltlpvc Z CIO" IL o Z0 0 c iiy ^a�t rxI�°� cc gg� gym= CL9 Umwn by. TG,10-22-01 SCALE, MII scmE wG in AS-001 20M (D ARI OR SCREEiC0RP0wnm vw 1l 8 IF 8