Loading...
HomeMy WebLinkAboutProduct Approval ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2792"OR >= 10 DEGREES PROJECT NAME: JATLOW,RESIDENCE - SO 204.488 NOA or FL# FL812-R7: ADDRESS 1507�NW LANCEWOOD TERR NOA or FL# CITY/STATE PALM.CITY, FL 349.90 ;,. NOA or FL# CLADDING TYPE ARMOR SCREEN SERIES.2000' NOA or FL# COMPONENTS AND CLADDING OF WALLS AR ULTIMATE DESIGN WIND SPEED Vult 170 y_ - SCRE NOMINAL'.DESIGN WIND SPEED, V,asd �: '132 :� EXPOSURE CHURRICANE PROTECTION MEAN ROOF HEIGHT 18 TOP OF WINDOW OR SHUTTER HEIGHT $ SCREEN AREA WIND DIRECTIONALITY FACTOR 0.85 ENCLOSED BUILDINGGCpI ±0,18 ` 50SF><=100SF. 100SF>< 200SF 200SF>r500SF+ POSITIVE PRESSURE (ZONE 4+5) 46.9 28;1 44.4 26, 41.2 , NEGATIVE PRESSURE (INTERIOR ZONE 4) -61 2 " 36.T -58.2.. 4 9 v -54.4 [NEGATIVE PRESSURE (END ZONE 5) -68.1 40::5 ti -62.1S37o3 -54.4 PARTrALLY ENCLOSED BUILDING GCpI _+0 55': ` :BOSF><=100SF` 1005E><_200S -- - 200SF><=SUOSF+n- M.. POSITIVE PRESSURE_( ZONE 4+5) 64.2 "„ 38 5 61.7 ” 7OA 58.5 351 NEGATIVE PRESSURE (INTERIOR ZONE 4) -81.7 49:.0 -78.8 47 3 a -74.9 NEGATIVE PRESSURE (END ZONE 5) -88..6 53 2 -87:7 -49 6 , , -74.9 44.9" LIGHT GREYAREAS ARE ALLOWABLE STRESS DESIGN PRESSURES JATLOW RESIDENCE 6/12/2017 1507 NW LANCEWOOD TER 204488 PALM CITY,FL 34990 T I D.No Width in Height in A�ea in Allov�able Pressure Required Pressure S Pl Type. ntper R812-117 per r spicing 1 263 95 174 58 I-62.06 PSF 37.0 I-49.6 PSF 8' 24"O.C. VERTICAL 3/8"Carriage Bolts w/Dropins BUCKLE&STRAP 1/2"Open Eyebolts w/Earth Anchors Armor Screen Corp. 2744 Hillsboro Road Shutter Schedule West Palm Beach,FL 33405 Page 1 of 1 JATLOW RESIDENCE 1507 NW LANCEWOOD TERRACE PALM CITY,FL 34990 ARMOR SCREEN CORP. TEL561.841.8890 .. 2744 HILLSBORO 40AD .. FAX:561.841.8892 .. WEST PALM BEACH,FL 33405 W zrmorscreen:com 06/12/2017 204488 SCALE:NO SCALE PAGE:1 of 1 TOP OF.SHUTTER(FEET): 8 MEAN ROOF HEIGHT(FEET): 18 r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , ROOF PITCH ED?Y/N: YES BUILDING ENCLOSED?Y/N: NO WIND EXPOSURE?B/C/D: C WIND SPEED(MPH): 170 I.: ,ENCLOSED I POOL AREA I I NO. 1 I: -- FRONT ENTRYWAY GARAGE 7/17/2015 Florida Building Code Ordirte Holida DcFatnentl -CISHome I Log In ' User Registration: I Hot Topics Submit Surcharge I Stats&Facts Publications ` FBC Staff;! BCIS Site Map I Links ( Search l Buy �siness , ; al �USER: Public User ser l Regulation Product Anoroval Menu.>Product or Aonlication Search>Aoolicatlon List>Application Detail a e FL# FL812-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived r Product Manufacturer Armor Screen Corp.. Address/Phone/Email 2744 Hillsboro Road West Palm Beach, FL 33405 (561) 841-8890 dougt@armorscreen.com Authorized Signature Douglas Turner dougt@armorscreeh.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Impact Protective Systems Subcategory Removable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report-Hardcopy.Received Florida Engineeror Architect Name who developed Theodore Berman, P.E. the Evaluation Report Florida License PE-09814 Quality Assurance Entity National Accreditation&.Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By' Simon Segal, P.E. 9 Validation Checklist'-Hardcopy Received Certificate of Independence FL812 R7 COI Certification of Indeoendence.SS.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E 1996 2005 ASTM E 1886 2005 ASTM E 330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridatUlding.orgtWpr appO.aspx7param=vvdEW MDgtpLMWt949Rx8J%2V,9=Muls°%o2fgPkDPC8SA%3d 912 7/17/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/27/2015 Date Pending FBC Approval . 04/28/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description '812.1 Armor Screen Series 2000 Flexible Wind Abatement/Impact Protection System Limits of Use Installation Instructions Approved for use in HVHZ: No FL812 R7 II Installation Instructions-Armor Screen Series Approved for use outside HVHZ:Yes 2000.ndf Impact Resistant:Yes Verified By:Theodore Berman, P.E. No. 09814 Design Pressure: +130/7130 Created by Independent Third Party: No Other:This system is not for use in the high velocity Evaluation Reports hurricane zone(H.V.H.Z.). Glass separation is.required for FL812 R7 AE Evaluation Report No.TBA 15-0423.02.Ddf installations within wind zone 4 and on essential facilities. Created by Independent Third Party: Yes The un-breached envelope criterion is metsincethe system is considered 'non-porous'and remains intact under impact and air pressure loading.The system is to enclose the protected opening all around. Back next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement.::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a - personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F'S.,please click here. Product Approval Accepts: ' DiiiiiiiiKI® W,—.g . securitv.uFTRlc httpsJ/floridaWIcring.orgfprfpr app dtl.aspx?param=wGEVXQwtDgtpLMWt94lRxEJ%2fC5Q2CMuls%2fgPkDPC8SA%3d 212 Ted F3einrr and Associa#�s, LLG= CertiOcate afsAutlio;rization#27502: Apif;23;.2015 Engineering Evaivatton;Report: Report No, ;TBA15 0423.02 Frepared.by: Theodore Berman,P E,; Flo-*da Professional Eri"Ihee 'cense No 09814,, ManufattggF::. Armor Screen Corporation 2744 HllNU6ro Road 1Nest Palm Beach =FL 33405 Product jneip Armor Screen Series 20Q0.;; Product Description Afifezlble wind abatementand impact protective system , Code Compf�ance The aboveimentiong, pro"diuct i7as been evaluated for,compWhce,w�# the regwrements of the Faonda Building Code 5"''Ed�tion;(2014j,;and as:per Rule 61G20 3 Supporting Documents; a) La f=enestration Testing laboratory,Inc;.Foie No 03346, b=;No 3783,Report No 01 TAS 201,TAS 202,TAS 203 b) Hurricane Test Laboratory,Inc:;File No 0139-Q52&01 ASTM E330,TAS`202 . i X25 'lac St;:Suitel04,M arae Basch, F_L 33 f4t3 F'Hones.! (':30 ;688-4707 -,';;Fzix-'a(786)206 6Q 7:. wv+rw:florocl ictaporoval.com h p led B6r6' aq_and ;Associates, 'LL Certificate is Authorization 275OZ c} Hun�carie Test�abot'atory,'ttic,F�le;No 0139 Q3t15 98 7AS 202. d} ,.American Test Lala of South i-', i - ,F�l0"— 0301;02 03, 7AS 201 e} installation instructions,Armor Screen Series 2000;Verified by Theodore Berman,P'E Limit"atians;and Candptians of used:' • Maximum allowable design pressure +130/ 130 psf :A11 suppnrtinghoststructures shalisupport+fihe superimposed toads indicatetl on instailat�on; ;'Instructi6ns. .. + phis produci~is;far use outside of`th"High Velocity Hurricane ones(HVH2} • Tt�e separation from glass Is r`egwred only vuhen system is Installed witi%in Wind Zane 4 and :Essential facilities • This system is considered non porous u • A Product Data shalt be'in accordance.'with lstallat%on iiistructidns, rn Or�Screen Series 2000 n • Product shallbe lnstalied rna o substrates ftwn ori instAMi tion instructions not to exceed iiia; spacing indicated Anchor embedment shad be beyond wa11 dressing or stucco • Stte conditions that deviate;fram the detaii.s 0.10t' tallation instructions willf regwre further analysis from a licensed Professional Engineer • All components that are perritanentiy installed shallabe pcatected frorii contamination and Carf4s}pn :> i 14 i§,-!* The manufa:turer has;demonstrated compliance tfyprgducts in accardance;v+itti the Elorida8uildin9; Code ad Rile 51G20 3 005`(3)Gfor: manufacturing`under a qual�ty.assurance.,program audated.l}y an,n approved quality assurance`entity Na#coria!Accreditation and Manageirientiristitute(FBC;Orgsn�zat(on:lD##QUA1789) ;;Each product shall be%iabeied�in accordance with tlie,regwrements ofthe quality assurance_ e_nt�ty and-- . sha11 indicate marking as indicated on installati6 l:nstri�etions 925 ;St*Suite'I04,iV3iani,E 41Seactt, FL 33 iQ F'ri6nes 3 (305) 888 707 Fax 786}206L601T . w+ '.€ibroduotapi�i'oya4.com Ted Barman,and Assuciat�"s, LLC Certit Azaccetr<# 75Q2; -C s . Certification of lndeperidence: ' Please notethatTheodore Be�sri%an,P E,does'not have nor will acquire a financiai.intecest m any company,.. manufacturing or distrikuting the product(sj fol which this;report� "beingissued°;Also,Theodore Berman,.:, P.E does flat have nor will acquire k f!n 10i merest in any other'e 'y`.(worved,in the al process of.the)isted,product(si , Respec�#uliy' j -ORE l,B°foil ?Mo .�• . l�9814 ; FA "Theo 3! 11� a Fidelda Ucen°s4MR! 14 Ted Serman andAssociates, Certificate of Authorization No 27502`: 925 41$ Sf. Sta�tE,1 Qf Miami each, L 3431a n. P�i.ones. wwwflr�racltictaa�r'ovak.com ARMOR SCREEN INSTALLATION INSTRUCTIONS: Armor Screen is a flexiblewind abatement and impact protection system utilizing a woven o!�„ •. monofilament geotextile that fulfills the Florida Building Code•5th Edition(2014)requirement.for P110 Q� f o, opening protection. This system is for use outside the high velocity hurricane zone(HVHZ- Miami-Dade&Broward Counties). For information on use of this system within the HVHZ,refer to . - Armor.Screen's Miami-Dade Notice of Acceptance(NOA)available on the Miami-Dade Product "k7 Control website. Separation from glass is required only when system is installed within wind zone 4 and on essential facilities. Geosynthetic hurricane screen: The hurricane screen shall be produced from a polypropylene, ♦ s•L("g j 0i• woven monofilament geotextile fabric with individual filaments woven into a basket weave network 4 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: THEODORE BERMAN,P.E. Grab Tensile Strength (ASTM D4632) 425 x 325 LBS NO.09814 04/23/15 Puncture Strength (ASTM D4833) 130 LBS Mullen Burst (ASTM D3786) 675 PSI Trapezoidal Tear (ASTM D4533) 150 x 125 LBS w Wide Width Tensile Strength (ASTM D4595)" 225 x 205 LBS/IN w w E Wide Width Elongation (ASTM D4595) 22 x 21% m COo Apparent Opening Size 30 US STD Lu t4 SIEVE, p>. " • 0 co E2 Percentage of Open Area 5% U-0 W o= D 0.0 The pores in Armor Screen are small enough that the surface tension of water causes the barrier screen to become solid in the m W H presence of rain,and prevents damaging voluminous water intrusion,even from torrential rains. O—i.- m = 3 2wof Ov�°�' In dry conditions,the pores remain open ,and based on testing,allow approximately 3%of the wind to pass through. Q,LL a a N°w Barrier can be mounted with opposing primary anchored perimeters in vertical,horizontal or any alignment appropriate_to the o U 3 co structure being protected. N n� Design loads calculated to ASCE 7-10 as required by the prevailing building code. w Product marking-a label shall be affixed to the barrier with the following statement: "Armor Screen Corporation,Florida Building Code Approved" W ALL GEOSYNTHETIC HURRICANE SCREEN ASSEMBLY INSTALLATION DETAILS DEPICTED WITHIN THESE. DRAWINGS ARE TYPICAL FOR THE INSTALLATION OF THIS.WIND ABATEMENT AND IMPACT-PROTECTION SYSTEM ONLY. ALL OTHER BUILDING COMPONENTS SHOWN HEREIN ARE DEPICTED AS EXISTING, AND NOT CONSTRUCTED BY THE SCREEN COMPANY. EXAMPLES OF TYPICAL INSTALLATIONS �j J _jC14 " . N E �N (D O O C9 C :3 �_ U U fncor m O S ch o 8 Cl) NJ LL� JV CLQ c T 1 H1 o a) Zao m O N -0 Dr m ft1 Q ( 6 O . C O •- M Q � CD7 E FLUSH H❑RIZ❑NTA STORM BAR m N �U 0 O i— rn.. IV cm O c a3i rn'> 1 WW DATE: 04/23/15 SCALE: N,T.S: ANGLED INVERTED: 'WIND❑W STRAIGHT :BALC❑NY SHEET: 1 of 9 09� �a��<. of��:' .I !:�` •.� er. 0• •, STi5i Table 1 Anchor Sp es Span 1' O/C 2' O/C 1* 2* * 4' ft in feet Design Pressure** 318"open eye 3/8 bolt 1/ 'open eye 112"bolt ��� 4' 130. 65 X X X THEODORE BERMAN•P.E. 6' 130 65 X X X, NO.09814 04/23/15 6' 92.75 46 X X X X 8' 130 90 X a' 130 65 X X Z 8' 115 8 X X X': Lu W 8' 68.75 34 X X X X E F—W u 10' 130 ' 90 X Dap CCn o 10' 130 65 X X X Z� cn �� 10' 94.75 47 X X :X X UJ Z Z Wof LL E 12' 130 90 X., Cn W U U . 12' 130 65 X X m CoW m — 12' 120 60 X X X: OXO pxEm 12' 69.75 35 X X X X -Q-1d QN NW LL 14' 130 80 X o 14' 130 65 X X CD 3 co cN EL 14' 120. 60 X X X co ' W— 14' 64.75 32 X X X X_ (If 16' 130 75X W rn 16' 130 65 X X 16' 110 55 X X X 16' 60 34.25 X X X X-: 20' 58: 29 X X 24' 48 24 X X CONCRETE: *Table is intended for drop-in and LDT anchors in concrete. J WOOD: Lag anchoring(incl.LDT)into wood as follows J o Column 1*: 3/8"thread, 1.75"penetration into SYP(0.55 sg) N 0 o Column 2*: 3/8"thread,3.1"penetration into SYP C14C) 0 Column 3*: 1/2"thread,3.0"penetration into SYP p T' Column 4*: 1/2"thread,3.7"penetration into SYP 0'2a c) o o. ch r` 2 EARTH: * Specified earth anchor may be used with any of table choices. W N i v CL n HOLLOW BLOCK:Column 1*,approled epoxy anchoring system for 3/8"&1/2"thread. Q 0 t o0 M NOTE: **Design pressure may be increased by 5%for negatiee loads v m 0o 5 TRACK SYSTEM:Table applies to track system,anchored with two 5/16"fasteners per CO Q CD m L0 o cleat,as follows: O — m C- N CD E 4=; into hollow block, min. 1 1/4"embed can be installed as in column 1* E 6 into concrete,min. 13/4"embed can be installed as in column 3* L Q into concrete,min.2"embed can be installed as in column 4* m EN into wood(SYP.sg.0.55),min. 1"embed can be installed as in column 1 _0U04 -into wood(SYP.sg.0.55),min.2"embed installed as in column 3* ) NOTES: Anchor Spacing: varies inversely with pressure and is subject to rational analysis. Span:is measured anchor.to anchor. ANCHOR SPECIFICATION: Part numbers: 3/8"Lag Anchor(AS9038S) 1/2"Lag Anchor(AS9012S) T Ta co 5/1.6" /8",and 1/2"LDT can anchorin both wood and concrete 3 Drop-in Anchor: 3/8"Steel Drop in anchorin R I K PSI(mina)concre e, 1 5/8"min. Td(' r�NGTIOw embedment(H3038S _--- W X 1 2"Steel Drop-in Anchor in 3000 PSI(min.)concrete,2"min. be n01 T)'VG�VW Earth Anchor: Proprietary System: Stabilized 1/2"x 30"shaft with 4"helix b� DATE: 04/23/15 WoriCing load 3150 LBS.(E7912P) SCALE: N.T.S. Soil Class: 5 medium dense coarse sand) Epoxy Anchor. u .o Re Head um rella inserts and sc dhesive. SHEET: 2 of 9 TRUSS GUSSET PLATE �� �•�• �G��Sr ••�� �� 318"or 112" V. SEE:TABLE 1, e, '• •�y COMO STS:E OFC�i :•: ALTERNATE ANCHORING e ••� .�: ``.o o LAG,TURNED EYE OR PLAIN t oma•• ,1 • TRACK .;,f REMOVEABLE LAG a (AS3012S,AS9038S). INSTALLED VERTICAL ONLY THEODORE BERMAN.P.E. No.09814 04123115Q INTO THE TRUSS MEMBER 3115 m WITH 3l4"MIN.EDGE DISTANCE. z U w E QW B Q> o ami J W O U) c w _m u,Z Z Z 0E O wu. x Uw o�1— r " J �mU rn Hm 3 !L O _. E c5 z w E n a W Q u-H ¢N N W - p Q cj 3:co Ll.l co cm a co ccQ C W U) CONCRETE Q 3/8"or 112"DROP-IN ANCHORS FOOTING SEE SHEET 1 ANCHOR SPECS. X� o "[—=I IEJ]I=11111_ X -111=1 I1=11I� =111=1I I�I I_ IL�II�!IE 1 I __SII-III_ TYPICAL :ONE STORY ASSEMBLY �C _j(N INSTALLATION -�aplNcNd�S Nr E C) •3 U) @ ni Y OO MO > f!1 c6 J ti C 3/8"or 112" 615 N LL v o- EYE or BOLT Q o oo m U' = and DROP-IN •�« ``�- �•' � _ ;0 ANCHORS - Q 0 � tO-0o z SEE: TABLE 1 C p = — COCL [OR TRACK] cB N L E m COU N r 1 � WU z m CONCRETE FOOTING RA CONCRETE SLAB =X o (4"MIN.THICKNESS) �X` :.•.•_ (3000 PSI Min.) s m F11aIHII —I— —I 1=1—= =(fT m ID 3 -111—I I I=II I—I I—I I I-111_111-111=111— ' 1I Ilt�l�1=III=_�Ii=IIIJI�II—111=" w X ALTERNATE ASSEMBLY DATE: 04/23/15 INSTALLATION . AT EXTERIOR SLAB SCALE: rv.T.s: . SHEET: 3 of 9 STORM BAR ;s�t`s:Ed3 35d�P SPAN 4' 5. 6, 8' MAX. PSF 135 86 60 135 .60-: ���: ;•ytC ENS AyJ DEFLECTION 5:5" 6.1" 6.7' 8.5" 16" SYP 2"X 6" X X X ,; i140`. 0951; 2 ALUM.TUBE X o • X 8 SYP4"X8" dam,•'' -TA aF -DEFLECTION:ACHEIVED BY ONE OR e a, ,� I. •� ,e° MORE STORM BARS AND MAY BE.. S• Q l�. ��� INCREASED WITH BLOCKING -ALUM.TUBE TO BE TYPE 6061-T6 -ANCHOR ENDS WITH.5/16"X 1-1/2"TAPCON_ MIN.OR WITH ALUM.MTD BRACKET AND THEODORE BERR4AN,P.E. TWO 1/4"X ONE 1/2"TAPCON 04/27/15 -SUBJECT TO RATIONAL ANALYSIS ` w o W� E F W v a o m� c m _ Z Q c a W p ca o wZO W olJi E W ALTERNATE - U)W U U a m orf ANCHORm W U)=m rs ¢ POINTS O R O p -Ea o r` O Z ¢o a ¢N N CO Q oU �m C/) __j fW J LL J I I LL O 1-'� .Lu LUL U) CJ € J CVO � �fl� - t2" STORM BAR E V _si .'OR i OP-IN ANCHORSCONFIGURATION ° -;0 EE TABLE 1 -- X I: U GO m r- N cf1 -Ii-I—mr` �X' O c*) o o. z9l =n� _j'S LL 'zT CL 1, (�TlI III' II Q p G>7 = N 00 _11:01 0p 1I I-I II=11-1=111=1 7 -O CC) U Z -1l=I f�II-III-III-111-" T m< O d -0 PORCH INSTALLATION �0 CD - MCL � c m L_� ¢ E G REMOVABLE EYE m N N O i N € Qy Q',Vi5 AVERINSTALL WITH STABILIZER WITH COOTIE TE "'f STABILIZER 180 S0.IN m c a a°i 3 X' W 2 '�1�1I�11-- •• IIIA - -III-III�L I I IIIA - i1-11�I_ DATE: 04/23/15 �I_ -IIdJ�-III=1= IIS 91111=1IF�II-=III=11i INTO EARTH EARTH ANCHOR,4"DIAM.HELIX SCALE: N.T.S: . ALTERNATE ASSEMBLY INSTALLATION HORIZONTALLY STABILIZED 24"O.C. SEE:TABLE 1 SHEET: 4 of 9 CA W �O -111 1300 A 3'MDI. C.D 1,11111111 oA .. C S2 =1 .1IF czim 0 —W=1=.: m z - J Typical of wall anchors L-LI Illl� x / m m 1TT11 0 m m l� MM l�III - � Illll `o o" o 0 ARMOatl R SCR -1TI=1 I 1 a31a�93Ntl01aa0H3�e1X31�N33bOSbOW ARMOR (ARERNArEXIB�EHURRICANEB EENF(EX/B�EHNRRICgIyEBgRRI T'TIE BEAM) 4RRIER ER HDi x. < V NN Z M OL "C D D (� —I .. D o FFI m z �DDt7D❑ A Z -0 M lu ti I— I— .> �.c�M–ID N zD t�DZ D � I'll t- i D ZJ ~ DUd(7 Z -DZ � Z CZ"1�o Z (-lD(7r� 2 C�f'l FI Z HH ❑❑m V. ���D �� l 3 t7 —- . d. t7 O1> Z B I I ,-0 31�� V)D I I � � 3 r c H I I I— ro d Z z Z. n D ;;•, - - E.) d 08a,;{601o1lf��� • hT Z ci Z.m �.; sn� �rt s°p = '' ( �Z— ` 1^ Engineering ARMOR SCREEN s✓ •".�a ;•/Jy a; 2 Cn D 9 9 .m D -I Review By: Ted Berman:and Associates, LLC SERIES 2000 FLEXIBLE WIND ABATEMENT/ g moi' �• :�.,1�no� _71m m Certificate of Authorization#27502 IMPACT PROTECTION SYSTEM '•.. .•`• ♦�~e •fii•o Arthur R N 925 Miami Beach, FL 33140 Rd.Suite 104 ARMOR SCREEN,Inc. 91_!IP � y4��•, w 2744 Hillsboro Road s , co' �, (305)868-4707 West Palm Beach,FL 33405 www.flproductapproval.com (561)841-8890 www.armorscreen.com. `. '' 1 z WEBBING LOOP FOR EVE fis0� d8,a? - ATTACHMENT.WELLINGTON SIDE VIEV SYNTHETIC FIBER STRAP �� (��•.• • •• ••*• �t , .• c�nt . . ;�. C3 (PRODUCT NO, M-170H),T❑ BE `� \,. - •.�c.r ii SEWN INTO GE❑SYNTHETIC •�2 FIBER MATERIALCMay. incorporate snap hook or QUAD FLAT FELLED SEAM D-ring; .;' ti m Part No.s a AS-5214, Lw 1 n GE❑ SYNTHETIC POLYPRO H5100, -AS9138, d� w C3 THREAD' # 138 (7) PLACES M z D! f E AS9112.7 AT TOP AND BOTTOM ❑F TOP WEAVE OF ••. Q;F`; ;�` a j FABRIC. SHEET GEOSYNTHETIC lS' =v o MATERIAL Z.a u WEAVE NOT SHOWN FOR 3ta!l14,,.. : Z 3 W CLAIRITY OF STRAP " = CONFIGURATION 'THEODORE BERMAN,P.E. �,.•(U I- NO.09814 ^r - 1 04/27115 Z=fh -JN W . TOP STRAP DETAIL W Lu E o Q W o f d 1 W0� �camE2' W Z Z Z O J O �L u. E U p W o=m ' mW c/5 y m 1- =- - W d LL v a20 J / Z WEAVE:NOT SHOWN FOR o U 00 CLARITY OF STRAP N a IL _ CONFIGURATION 04 � w R Lu WELLINGTON SYNTHETIC FIBER STRAP V) FINISH GRADE PRODUCT NO. M-170H -ri �i=r� rrrttrr�fi'� 11 ,(OR APPROVED EQUAL) TO BE SEWN mt,"III-III-III IIL=III-111 11 11-1 - INTO GE❑SYNTHETIC FIBER MATERIAL -111=1 I I-1 I-1 BUCKLE W/STRAP AND TRIGLIDE �-III--� EARTH ANCHOR,: �� SEE SECTION"J/6 OF 7" SEE ANCHOR SPECIFICATIONS BOTTOM STRAP DETAIL ON SHEET 2 OF 9. SOIL SHALL BE MIN.CLASS.5(MEDIUM - (AT EARTH ANCHOR) -j c14 DENSE COURSE SAND). ui o E a)N .O•, o O (0#k V CO M nca O•- c� o U) N � J LI d Q. zi <'a T _ 0- 0 a) 00 M / \ M WEAVE NOT SHOWN FOR . a O m o 0 ICLARITY, AND STRAP C O - •- ch o �J CONFIGURATION (B a> _ m CONC EXTERIOR Q SLAB WELLINGTON SYNTHETIC FIBER STRAP m iLO H PRODUCT NO. M-170H -0( N R APPROVED EQUAL) TO. BE SEWN ' O NT❑ GEOSYNTHETIC FIBER MATERIAL 1/2' OR 3/8' RAYL DROP-IN ANCHORS SEE ANCHOR SPECS. ON SHEET 2K-2BUCKLE W/TRIGLIDE, SEE SECTION"J/6 OF 7" -BOTTOM STRAP DETAIL (AT ANCHORAGE INT❑ CONCRETE) i WX DATE: 04/23/15 ® SCALE: N.T.S: --*--_SUPER CONTOURED MODEL BUCKLE BY NEXUS SHEET: 6 of 9 3/8' STEEL LAG ��0 �{� Fav Zrn a LAG THREAD TUR �w Z r T 1 3/4' MIN �y w � �� Y � EMBED. (L C3 p.W .r•, Or 11101 _j—O ,yyy �QF / UN !=QwLLJ =n ALTERNATE 3/8'.DIAM A� STf�I . _I-¢_ Z I DR❑P-IN ANCHOR Zino-L) yE GEO SYNTHETIC, HURRICAN SCREEN y'O Z G WW�< z� :ALTERNATE J G TEP STRAP DETAIL : ��THEODORE BERMAN,P.E. w ac 3 r FOR OPENING 10 FEET OR LESS M23815' Z W ALTER E CORNER TAILADJACENT SCREENS Q co w o z co 'a I', i.' i W Z Z Z o,j `0 _ _ - O W�� E U ?�E K o u . -... V TYPICAL ADJACENT m_ "m 0 SCREENS ARE x O 0 a OVERLAPPED ONE Er-j a <N D CO _ ANCHOR SPACING Q a i oQ �W _ N C: W— 2 = W Q. U SCREEN THREAD NOT SHOWN (NTS) (NTS) (NTS) FOR CLARITY STRAP D TAIL BUCKLE W/ STRAP A D TRIGLIDE SEE SECTION-'J/67' WELLINGTON SYNTH IC FIBER STRAP PRODUCT NO. M-170 V COR APPROVED EG L) TO BE SEWN -� INTO GEOSYNTHE., FIBER MATERIAL J o NOTE: SCREENS MAYBE GROMMETED• (1 nchor Overinp> LO 0 N m o 0 �Lfi� CD TRACK DETAIL �2 os `- Mo N >cn v a Tom. a Q0 mZ 00 Om� w U (0 0 CO � = O d -0 CO¢ Ur m oOO C O j •- � O_ INSIDE MOUNT CEILING @ t s cu I U a) Q a)= 55 m N Ln IN -p U o � I I WALL MOUNT W> DATE: 04/23/15 INSIDE MOUNT SCALE: N•T,s: FLOOR SHEET: 7 of 9 .250 'R e�3gQga9 e'S ,d� 1.530 TTP 2 �yt� ©S1 $� sr 062 R oma_a�fl ,,•G E� • 1•, , Tra 400 �t 0.350 oi`�':'•` ` �`•?-�, f— 1.110 '110 0,�8r 0.125 I .125 R .s-- 45• �:. TYP 2 ��p;a •; ,�`• ;. :•:�� FULL R Typ 2' —..1.030 — S.�v Q 10t•��• ��� L 3.750 ;BRACKET(PART T-1100) ?dF�931>< h ALUM M ALLOY THEODORE BERMARRE, 005-T5 0°'12385 0.750 —� z Lu � E 0.750 a H LO v W D U) c m E WoLLE Lu U F r m U)LLJ0!mU UNm . W m U= H D _ — — — — — W O v'M m � na0 Q LL QN�a0 1 — p Q ?i to 3.750 W LOV _ w U J J o LnO .375 DIA : N N E TYP 2 + O O O (o ci U c U) - co U — 1.500 —'�. cnn o -o _j � fn N {L, � O- C A . Q 1.000 Qo � �O m -0t U O U DO O N ^'O 0.375 �aCDmo 0 D-RING CARRIERS(AS-5214) 'TYP74WCL ami "' E E -- L U < : cu SPRING_ CLIPS(H-5100) o CO E N 0.571 U °' 3/8"KEYHOLE CLIPS(A 138) 1.444 0.250 I� 1/2"KEYHOLE CLIPS(A 9 2) -4. 0.280 0.09 - 5/16"TAPCONS(FT1556) - 3/8"TAPCONS(FT1538) 1/2"TAPCONS(FT1512) F L2 1 r lo 4m 3/8"LAG S9038S) rtOP AIN" �'- 000 —� W 318"CARRIAGE BOLT "I"TRACK(PART#AS-1000) DATE: 04i23i1s 1/2"LAG ANCHOR(AS9112S) ALUMINUM ALLOY SCALE: N.T.S. 112"CARRIAGE BOLT 6005-T5 SHEET: 8 of 9 ' pOt9�c335e.$t�',' ell 46. a h Z,: J�•1 .. l��J 0.r. 46 a tit _ 'THEODORE BERMAN.P.E. NO.09814 I D 0423115 SCREEN LOAPING ON STRUCTURE(PER LINEAR FOOT) Z DESIGN LOAD (PSF) W E 30 40. 50 ' 60 70 90 1.10 130 m� 08 z¢u}i � C, 4 180 217 246 276 284 332 358 401 W Z z Z O LL E 5 224 275 312.- 342 355 416 447 500 0 L ° W o Z -6 268 327 372 408 426: . - 500 536 599 Of m y _. 2u1 � �� �m 7 311 380 37 480 503 579 625 704 w-i 80 Q U- Q N N a0 8 355 438 97 546 574 663 715 802 CD Q CO 9 399 491 557 617 644 .-:747 804 . 901 co W 10 : 447 543 625 683 1 715 : 832 893 1013 W 11491 :602 683 749 - 786 910 982 1105 12 535 654 743 821 857 994 1072 1203 g 13 579 712 808- 887 928 1079 1155 1302 w 14 - 622 760 868 1 959- 999 1165 -1244 1401 Z: 15 666 818 928 1025 1070 1241 : 1333 1506 W U 16 -. 715 870 994 1091 1141. 1325 1423 .1604 N 17 758 923 1054 1162 1212 : 1410 1512 1703 18 802 981' 1114 1228 1283 1494 1601 1802 � * � c 19 846 1034 1180.. 1300 1359 1572 - 1690 1907 0° M o in t5 0 20 890 1086 1240 1366 1430. 1657 1780 2005 ¢o 0 20 ID 21 - 933 1144 1305 1432 1501 1741 1.869 2104 : 22 977 1197 1365 1504 1572 1825 1958 2203 �o `2 m M 23 1026 1250 1425 1570 1643. 1903 2047 2308 E g v 241069 1308 1491 1642 1714: 1988 2137 2406 miH N �U rn Q) Notes: ~ 1. Span is measured anchor to anchor. m.. C T C[ aCDi 3 c a rn'> c a1 W 0_' DATE: 04/23/15 SCALE: N.T.S. SHEET: 9 of 9