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HomeMy WebLinkAboutProduct Approvals 1/28/2020 Florida Building Code Online w,a.r.r e e ! A 1 0 8CIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I, BCIS Site Map'i Links 'Search I bIa MAO% iT-"' Product Approval USER:Public User ProductAgoroval Menu>Application Detail i • Q • FL# DAffirmation Application Type Code Version Application Status I Comments Archived 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@armorscreen.com i Technical Representative Address/Phone/Email I Quality Assurance Representative I Address/Phone/Email I Category Impact Protective Systems Subcategory Removable II I Compliance Method Eva nation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received j Florida Engineer or Architect Name who developed the Theodore Berman,P.E. Evaluation Report Florida License PE-09814 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2023 Validated By Simon Segal,P.E. L! Validation Checklist-Hardcopy Received Certificate of Independence FL812 R8 COI Certification of Indeoendence.SS.pdf 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 01` e� Certified By I Sections from)the Code https:l/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtpLMWt941Rx8J%2fK15Q2CMul7zUUcfLOZsO%3d 1/2 1/28/2020 Florida Building Code Online i�J I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity r.%Yes ,No O N/A i FL812 R8 COC FL812-R7 2017 Comp Ian a pdf Product Approval Method Method 1 Option D Date Submitted 12/05/2017 Date Validated 12/05/2017 Date Pending FBC Approval Date Approved Summary of Products FL# Model,Number or Name Description 812.1 Armor Screen Series 2000 Flexible Wind Abatement/Impact Protection System Li of Use Installation Instructions pwpr--vecl for use in HVHZ: No FL812 R8 II Installation Instructions-Armor Screen Serie Approved for use outside HVHZ:Yes 2000.pdf Impact Resistant:Yes Verified By:Theodore Berman,P.E. No.09814 Design Pressure: +130/-130 Created by Independent Third Party: No Other:This system is not for use in the high velocity hurricane Evaluation Reports zone(H.V.H.Z.).Glass separation is required for installations FL812 R8 AE Evaluation Report No.TBA 15-0423,02.pd within wind zone 4 and on essential facilities.The un-breached Created by Independent Third Party:Yes envelope criterion is met since the system is considered'non- porous'and remains intact under impact and air pressure loading.The system is to enclose the protected opening all around. ©acic Next I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer."o ydght 2007-2013 State of Florida.:: rivacy_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 mail 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: ,I Credit Card Safe i ' I I i ! https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtpLMWt941Rx8J%2fK5Q2CMul7zUUcfLOZsO%3d 2/2 Ii Ted Berman and Associates, LLC Certificate of Authorization#27602 Aprii 23,2015 i Engineering Evaluation Report . ,) Report No.:TBA 15-0423.02 iI Prepared by: i Theodore Berman,P.E. ii Florida Professional Engineer License No.09814 Manufacturer: ! Armor Screen Corporation 2744 Hillsboro Road 1 West Palm Beach, FL 33405 Product Line: Armor Screen Series 2000 i Product Description: j A flexible wind abatement and impact protective system. I Code Compliance: i The above mentioned product has been evaluated for compliance with the requirements of the Florida I Building Code 511 Edition (2014)and as Per Rule 61G20-3. Supporting Documents:. I a)- Fenestration Testing Laboratory, inc., File No.:03-346, Lab No.:3783, Report No.:01 TAS 201,TAS 202,TAS 203 i b) Hurricane Test Laboratory,Inc., File No.:0139-0528-01 j ASTM E330,.TAS 202 i 925 4111 St., Suite 104, Miami Beach, FL 33140 Phones: (305) 868-4707 Fax: (786) 206-6017 www.flproductapproval.com i 1 t Ted Berman and Associates, LLC Certificate of Authorization #2;7502 r i c) Hurricane Test Laboratory, Inc., File No.:0139-0305=98 i TAS 201 d) American Test Lab of South Florida, File No.:0301.01-03 TAS 201 j e) Installation Instructions,Armor Screen Series 2000,Verified by Theodore Berman, P.E. Limitations and Conditions of use: • Maximum allowable design pressure:+134(-130 psf • All supporting host structures shall support the superimposed loads indicated on Installation Instructions., • This product is for use outside of the High Velocity Hurricane Zones(HVHZ). • The separation from glass is required only when system is installed within Wind Zone 4 and Essential Facilities. • This system is considered non-porous. • Product Data shall be in accordance with Installation Instructions,Armor Screen Series 2000. • Product shall be installed into substrates shown on Installation Instructions not to exceed the spacing indicated. Anchor embedment shall be beyond wall dressing or stucco. • Site conditions that deviate from the details on the Installation Instructions will require further analysis from a licensed Professional Engineer. • All components that are permanently installed shall be protected from contamination and j corrosion. Quality Assurance: I The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity: I National Accreditation and Management Institute(FBC Organization ID#QUA1789) Each product shall be labeled in accordance with the requirements of the quality assurance entity and 1 shall indicate marking as indicated on Installation Instructions. ' 1 2 i 925 41St St., Suite 104, Miami Beach, FL 33140 1 Phones: (305) 868-4707 Fax: (786) 206-6017 www.fiproductapproval.com j j Ted Berman and Associates, Certificate of Authorization#27502 / . ] Certification mfindependence: ' Please note that Theodore Berman,P.E.,does not have nor will acquire a fi nanclal interest in any compan Y manufacturing ordistributing the pnoduct(s)for which this report is issued. TheodoreBennan,'\/| P.E.does not have nor will acquire a financial interest in any other entity involved in the approval process, ofthe listed pnoduct(n). No 09814 Theo C en 814 Florida i / / uux ' | � = 1 � � Ted Berman and Associates, LLC Certificate mfAuthorization No. 27SO% | | � � � � ' ! , / \ � . 3 m `| / 925 41 �, 8�� 1(� �b�| ��` �L �1� '. ' Phones: (305) 868-4707 ' Fox: (786) 206-6017 | ' � | / \ � 1 L ARMOR SCREEN INSTALLATION INSTRUCTIONS: �� � E Ae®XPi Armor Screen is a flexible wind abatement and impact protection system utilizing a woven monofilament geotextile that fulfills the Florida Building Code 5th Edition(2014)requirement for ® No 09814 ••;� P, 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 m a m Armor Screen's Miami-Dade Notice of Acceptance(NOA)available On the Miami-Dade Product 'i� Control website. Separation from glass is required only when system is installed within wind zone aSTATE 0 F •"�®i 4 and on essential facilities. ,c 1V r Geosynthetic hurricane screen: The hurricane screen shall be produced from a polypropylene, m Sj• Q R 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: THEODORE BERMANX.E. Grab Tensile Strength (ASTM D4632) 425 x 325 LBS HO.Ose1a 04/23115 Puncture Strength (ASTM D4833) 130 LBS Mullen Burst (ASTM D3786) 675 PSI F Trapezoidal Tear (ASTM D4533) 150 x 125 LBS W Wide Width Tensile Strength (ASTM D4595) 225 x 205 LBS/IN H w E Wide Width Elongation (ASTM D4595) 22 x 21% m (n o Apparent Opening Size 30 US STD Lu SIEVE, p U) • " C fM N Percentage of Open Area 5% U O W o t 9 O U Cq The pores in Armor Screen are small enough that the surface tension of water causes the barrier screen to become solid in the � w presence of rain,and prevents damaging voluminous water intrusion,even from torrential rains. p 00x XO pa_o In dry conditions,the pores remain open,and based on testing,allow approximately 3%of the wind to pass through. Q LL 0- N a 28 Barrier can be mounted with opposing rima anchored perimeters in vertical,horizontal or an alignment appropriate to the o ~ ¢ iu PP 9 P ry P Y 9o U $ structure being protected. .Design loads calculated to ASCE 7-10 as required by the prevailing building code. w ;E Product marking-a label shall be affixed to the barrier with the following statement: it• j "Armor Screen Corporation,Florida Building Code Approved" U) 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 U i J J c14 o i r` iE �04 N pI O CD*k .7 ,t U (D c?) m O M O y- co O 0 V1 N �I a 1Cl Q O L.00 f6 -0 UIQ U @ � O O u7 O Q ( im O C O " .- M d (0 0) 3 E -- C Q FLUSH H❑RIZ❑ STORM BAR m (D N O I rn.. cm Nom. 4) WX DATE: 04/23%15 SCALE: N.T.S. u ANGLED INVERTED WIND❑W STRAIGHT BALCONY SHEET: 1 of l9 ' I� 'DORE &4�� E Al *%" No 09814 :cc z --b STN'E OF 4U R Table I AnchorSpaqbT9 Affen-o-r-UlTo ces 4* Span v 01C_Jk�'z 015Z_ 2* 3 In feet Design Presss 3/8"bolt I 112"open eye 112"bolt 4- 130 65 X X X THEODORE DERMAN.P.E. NO.09814 6' 130 65 X X X 04123115 6' 92.75 46 X X X X 8. 130 90 X P z 8. 130 65 X W 7 115 58 X 2 W E 8 X ui 6815 247 X X 1�1-- 10, 130 90 X 03 W z U) —is-— — <1 1W 130 X X X W Z 10* 1 94.75 47 X X X X W E0 0 U, - '2 d X 1-- 0:'0 0 IT 130 90 Ul 0 co IT 130 65 X X U) 0 E 12' 120 60 X X X X 01-a 2WX 69.75 35 X X X X _J CL -C' LL 1130 80 X C, iu C3 130 65 X X C\1 120 60 X X X 0) W I'r 64J5 32 X X X X 0� Lu Is, 130 75 X W 16' 130 65 X X 16, 110 55 X X X 16, 60 - 34.25 L X X X X 2W 58 29 X X X U 48 X CONCRETE: Table is intended for drop-in and LDT anchors in concrete. _J C\1 OD: Lag anchoring(incl. LDT)into wood as follows CD C6 LO C) Column 1*: 3/8"thread, 1.75"penetration into SYP(0.55 sg) - I E (D 0 Column 2*: 3/8"thread,3.1"penetration into SYP Column 3*: 1/2"thread,3.0"penetration into SYP -C: CO cty r- M 0.- M b > Column 4*: 1/2"thread,3.7"penetration into SYP I r- 0 CO d: EARTH: * Specified earth anchor may be used with any of table choices. <'M CL 0 -co cc HOLLOW BLOCK:Column 1*,approNed epoxy anchoring system for 3/8�'&1/2"thread. NOTE: -Design pressure may be Increased by 5%for negative loads coo 0 a) — TRACK SYSTEM:Table applies to track system,anchored with two 5/16"fasteners per 0 CQ�60 2 C: 0 CV) CL cleat,as follows: co a) :3 Ei 4� -into hollow block,min.1 1[4"embed can be installed as in column 1* E 'a E -into concrete,min.13/4"embed can be installed as in column 3* (D < -into concrete,min.2"embed can be installed as in column 4* (D C"i -into wood(SYP.sg.0.55),min.I"embed can be installed as in column I* -Into wood(SYP.sg.0.55),min.2"embed installed as in column 3* F- NOTES: Anchor Spacing: varies in%ersely with pressure and is subject to rational analysis. �j�s measured anchor to anchor. ANCHOR SPECIFICATION: i Part numbers: 30 Lag Anchor(AS9d38S) 1 IZ'Lag Anchor(AS9612S) T 18",and 1/2"LDT can anchor in both wood and concrete 3/6'Steel Drop-in anchor in 3000 PSI(min.)concrete,15/8"min. am /2" ee rop-n nc or in mil ........... min. embedment(H3012S) DATE: 0412�/15 Earth Anchor: Propri t ry ys : S a i ized I/Z'x 30"shaft with 4"helix Working load 3150 LB�.(E7912P) SCALE: N.T�8. Soil Class: 5(mediumidense coarse sand) Epoxy Anchor: Equal to Red Head uml6rella inserts and screens with C7 adhesive. SHEET: 2 of� 9 li .ARE TRUSS GUSSET PLATE 318"or 112" SEE:TABLE 1 0�+ • �•9i�m No 08814 ; STATE OF ALTERNATE ANCHORING ° AG,TURNED EYE OR PLAIN S, Q R LOT TRACK •'�3''-� 0 o Lu REMOVEABLE LAG 4r� E (AS3012S,AS9038S) INSTALLED VERTICAL ONLY THEODORE 09814 ,P.E. Q INTO THE TRUSS MEMBER 04r23�5" D] W WITH 314"MIN.EDGE DISTANCE. 11 Hill, U z w W w ° H W ° = m W p J W� � c�m 0 m Z WoEEE X U H. w t LW U 0 n m L/ rA w ID 0�m Nm �'2 z �W � O'�mrn LLl n �'N co U aoa all 0 3_ Cp N o O Lu g w w CONCRETE FOOTING Q 318"or 112"DROP-IN ANCHORS SEE SHEET 1 ANCHOR SPECS. x\ L '�F�III�II�IF• X• '� '�II��II-•. 0..\• �! III- _I f a ili_IL-IIf`` -III �F I—Ij_Ilti�I_f- U TYPICAL ONE STORY ASSEMBLY INSTALLATION �LO Q)N �, o I o g 0 O•0 M;O > 8"or 112" U) N � j lit 0. CL E or BOLT <= _;Co an DROP-IN -o w 0 00 m� AN HORS - c Q 0 m 0 z S : TABLE 1 y- , o 2 c 0 ` •- ce) n Irel RTRACK] (0 m E 76 L m,�- U m N L= < / _0U n N z m I CONCRETE 03 FOOTING, v CONCRETE SLAB (4"MIN.THICKNESS) `x• ° (3000 PSI Min,) a "1 111=11=III_ m _I I-III-III _ _ - - -_ zm�-_-- c a� w -III=11 L=1I I I f-1 I I-I�1=1 I I �Ilrll-1_111=11-11_= I--FI Of ALTERNATE ASSEMBLY INSTALLATION DATE: D4/231,5 AT EXTERIOR SLAB SCALE: N.T:S. I SHEET: 3 of, 9 ,I I STORM BAR ®�0oe�g�g��geap�'A®A SPAN 4' 5' 6' 8' 9'9" o�®�QQoRE•.��9s�i�, MAX.PSF 135 86 60 135 60 000 �.•��G ENS DEFLECTION 5.5" 6.1" 6.7" 8.5" 16" Td0 038 $ o'• SYP 2"X 6" X X X ALUM.TUBE Xe °ems 2"x 6"x 1/8" SYP4"X8" X ��'• ST,%TE OF <Q °. m -DEFLECTION:ACHEIVED BY ONE OR MORE STORM BARS AND MAY BE ' m,s• Q R 10 00 INCREASED WITH BLOCKING -ALUM.TUBE TO BE TYPE 6061-T6 ���pLvBl69li11ttt`, -ANCHOR ENDS WITH 5/16"X 1-1/2 TAPCON MIN.OR WITH ALUM.MTD BRACKET AND THE000R'09814 N0.09814 ,F.E. TWO 1/4"X ONE 1/2"TAPCON 04a3N5 -SUBJECT TO RATIONAL ANALYSIS S?i 12 X"k w _° 2 E Q W N o 0 07W .I oy WON cmc wZof§i0 Wo � E W ALTERNATE 2.d eq U)w U (t mUn Of ANCHOR O -Nm POINTS OXO a_x o m 2w Of �v M0 -1ao Na20 Lu awe zo U C:, U a w w Lu vi m LLI1 1 LL.. O O z Lu Lu O o U Of O s u- —1 N STORM BAR n U)* ' Ears•oR 1/2" N � DROP-IN ANCHORSCONFIGURATION _;0 SEE TABLE I — — X� N`'' ;�. U � u) Ljl� m > �i'u.m hJ)I:,. X.. R O co 0 0 n _ _ CO as r` ,mill li,• \ n-lil-I d CL 70 JII-I -l�, b, I=] fn N m 7O�i11=1 -W=1 Q o aa) �.I00 m m - - - Gi-I-III-III Z -III-111_111-IILIIH]-II d '5v� L) U '�ITLII Giem=III=III=I'. 00 r o fa) LOo m PORCH INSTALLATION o " 00 ,0 E@ = as, m ".2 < G REMOVABLE EYE no ami LO O -O C) PAVER ~ z C m PAVERINSTALL WITH STABILIZER WITH CONCRETE ,e � STABILIZER FOOTING k` _ 180 SO.IN m m �] IT1=11•l• 11=11 w 0: J]=11l=III_ I�j{a M =11 L= n-til-II 1TIIIIIIJIITIIIC�HI11 IT DATE: 04/23/15 INTO EARTH EARTH ANCHOR,4"DIAM.HELIX SCALE: N.T'! ALTERNATE ASSEMBLY INSTALLATION HORIZONTALLY STABILIZED 24"O.C. SEE:TABLE 1 SHEET: 4 of'; 9 -90 1 c 0 M 0 3' MIN. l II U c_- -4n I,illlllllll llfLWE 111= MSM 0O I�IIIIIII—X1 .X m 1= M m Typical of wall anchors �, co l � x: M IIIIIII� . o okz— ARA10R,3CR ) IJTIr .o ^— —_— a 1I I L—ITL J v c ^ ARMOR SC E F(EXIB(E \ ' may' ' Olaa(1H 3191X31 N33 SCREE FLEXIBLE HURR1CgNEB \ a318aws-a d (ALTER NgTETO HURRICANEggRR1ER BRIER \ ---- - ---- -- - - - - TIE BEAM) .. - c am y ix ru C A� n Z 1> a � A m F- �DDt�DO A � Cd > t=i2>MZ� F ED70� DD y Dim ZD i � uoZ ~ ~ �D(nDDC Z UZ zoo a Z- -�� n D n X7317 - --- l J70CZVD t::i o -ld�r Z I70 m I �C:K - r-- n (04z r a M :> � Z \ C-) tZj u 6 0 8161D � �� e••o•,mo com•a.mo�j �0'®j 4- .�/000 o C0 Z • O m p O O 0. �' x7 M O Til. Z O �, z;rn nom N rn Engineering A i rn"� O co ~ m D Review 6 9 Ted Berman and Associates LLC ARMOR SCREEN N' . 77 M r m Y SERIES 2000 FLEXIBLE WIND ABATEMENT/ 7- �� 7 !n Certificate of Authorization#27502 IMPACT PROTECTION SYSTEM m v�• ,,•�,a��®�® CA Z g 925 Arthur Godfrey Rd.Suite 104 ♦B�`�C� 0®1 --- - - w Miami_Beach, FL 33140--- - -- -- -----ARMOHiSCREEN, bo oER Inc. a4�� (305)868-4707 West Palm Beach,FL 33405 www.flproductapproval.com (561)841-6690 www.armorscreen.com I t50��15��r�� o WEBBING LOOP FOR EVE 00� zAa SIDE VIEW SYNTHETIC FIBER ISTRAP *�,NGTON �tGo�•�•G E�N o UC O, M 170H),TO BE •° ` ° �, ' ` ,� SEWN INTO GEOSYNTHETIC �'• ••9i�m r FIBER MATERIALCMay N� 03$74 4 o U incorporate snap hook or '" O ,QUAD FLAT FELLED SEAM D-rings Part No.s ° w i- GEO SYNTHETIC POLYPRO y AS-5214; µ .• e oPq J-ITETHREAD # 138 (7) PLACES z H5100, AS9138, STATE E o ii i AT TOP AND BOTTOM OFAS9112,] QFABRIC SHEET iTOP WEAVE OF pg Q�o / -&WA GEOSYNTHETIC S•"•° •°• � F C— .- z MATERIAL >Q� WEAVE NOT SHOWN FOR �����OF11111 ", Z3 w CLAIRITY OF STRAP p" x CONFIGURATION THEODORE BERMAN,P.E. FN Z _ NO,09814 } 04123/15 Z=� J-O -i W W tj TOP STRAP DETAIL W E Q W ...... I 'll it III ill Ill III lit III 111 11 111 111 -.11 1 / I m} p N � d litij lW Q C'm m Lu Z Z Z O J O O W LLE. o �WU 12 4) D 'CO W N N m ~ W 2 1 W w 2.,a m Q--1 d w il- // / WEAVE NOT SHOWN FOR o U a CLARITY OF STRAP O Q CONFIGURATION \ WELLINGTON SYNTHETIC FIBER STRAP cwi� FINISH GRA PRODUCT NO, M-170H irrr_ (OR APPROVED'EQUAL) TO BE SEWN INTO GEOSYNT ETIC FIBER MATERIAL I1=1I1=11 L=1I I-1I1=1I I_I I l= I ITI I1=1I" Iii—I1I=III=til—��1 INTO W/STRAP AND TRIGLIDE _T_i EARTH ANCHOR, �� SEE SECTION"J/6 OF 7" SEE ANCHOR SPECIFICATIONS ONSHEET 20F9, SOIL SHALL BOTTOM STRAP DETAIL BE MIN. CLASS 5(MEDIUM (AT EARTH ANCH❑R) J DENSE COURSE SAND). ui J OO ti E N O O O UcU) �.jti D7 O•� M O > N 0 J O In � d• Iz T� i d Tifflu Q O OL00 m 45 lot O 'D C6 cc)_ 7 WEAVE NOT SHOWN FOR O @Q C7 m 6 o z CLARITY, AND STRAP C 0 .-•- M a, CONFIGURATION cU m E 4- CONC EXTERIOR ' E � SLAB N w Q WELLINGTON SYNTHETIC FIBER STRAP Cp LO N PRODUCT NO, M-170H p U Cl) (OR APPROVED,EQUAL) TO BE SEWN (D 112' INTO GEOSYNTHETIC FIBER MATERIAL V2' OR 3/8' RAWL DROP-IN ANCHORS ! SEE ANCHOR SPECS, ON SHEET 2 BUCKLE W/TRIGLIDE, SEE SECTION'"J/6 OF 7" BOTTOM STRAP DETAIL m.. (AT ANCHORAGE INT❑ CONCRETE) 3 B, WOf I DATE: 04/23/15 ® SCALE: N.T.S. �--_SUPER CONTOURED MODEL BUCKLE BY NEXUS SHEET: 6 of 9 3/8' STEEL LAG �ep,E9a458oC5p�e®° ZLI a LAG THREAD TURNED ,��� �oRE w z F EYE BOLT 13/4' MIN �•N ¢¢ � �n EMBED,_j_j U- -9 e . •� FAQ III III 111(1)111 IIIJILL-111 aull III III No 09814 a "Ljpq ME w w=o �� '. STATE OF •�� w x Li =n ALTERNATE 3/8' DIAM P . ��¢N z DR❑P-IN ANCHOR �••�` �,,,•�AoO >Mo w ti GE❑ SYNTHETIC HURRICAN SCREEN 45 m s• O 1�,•' om j o� o WWF ¢ �� ALTERNATE z' TOP STRAP DETAIL JA J I THEODORE BERMAN,P.E. NO.09814 3 a FOR OPENING 10 FEET OR LESS 04123115 z ALTERNATE CORNER DETAIL w N,Ts. ADJACENT SCREENS W o DO cn a z CD d,� I 11 NI1111 HII 1 11 1111 1111 1 _ [ AZO Lu XLL E V W i 2.c TYPICAL ADJACENTm w SCREENS ARE w 0 o OVERLAPPED ONE c u- n N a ANCHOR SPACING, g ¢ ob A:N ILA Lb LuW k— 3' SCREEN THREAD NOT SHOWN (NTS) wra) FOR CLARITY STRAP DETAIL BUCKLE W/ STRAP AND TRIGLIDE �\ SEE SECTION 'J/6 OF 7' WELLINGTON SYNTHETIC FIBER STRAP PRODUCT NO. M-170H U COR APPROVED EQUAL) TO BE SEWN J INTO GEOSYNTHETIC FIBER MATERIAL _j CN NOTE: SCREENS MAY BE GROMMETED. <1 Anchor Overlap) U)-Loo a) E y U TRACK DETAILMlti �° 0.2 M O > fnNu-�' d T� b a . Q O O LC 0 (0 _0UIQ U CU Q 0 m' O INSIDE MOUNT CEILING Cz a)s !n.2 E1D � - I Q I ) 04 I I m � 04 _06 i I � O I � � I I � i I WALL MOUNT (D C N i W of l DATE: 04/23/15 INSIDE MOUNT SCALE; N.Ti's. I FLOOR SHEET: 7 of 9 ' I LI i ,250 R 062 R 1,530 TYP 2 as �0RE B�mgsi / �^ • 9 TYP 4(t) I I +r4O, V••�`v E,VAA�I f---s 0.350 -9 1.110 4 No 09814 0,125 f- 45, .125 R . e TYP 2 m TYP 2 Sr,%T E OF • <v v FULL R �� �'•,,t�� �.�:ll/��, TYP 2 ,�-- 1,030 �' � �• Q R 1� 6�•••� 3,750 BRACKET(PART#AST-1100) ALUMINUM ALLOY THEODORE BERMANAE. N0.09814 6005-T5 0423115 0,750 -� L z Lu E 0,750 w � Q U) � c — — 07 (n o O W 9 z c- wZ0 w�" € U� H W of 33m tZ'DJO W L) Q 3 W rn=_ S w w � O,t M m 1L. Q LL Q N .- OP O C) N d 3,750 to � w — a: w U) U J J o 0 .375 DIA ti r E TYP 2 N O p O CO� •� d• U -- 1,500 UO•� co C) 0 N J a T� 1 d 1,000 Q o m L� m w w O Do U m< 0 m Q D-RING CARRIERS(AS-5214) 0,375 .047 R r- 0Eco CL I✓ U < SPRING CLIPS(H-5100) m N ---� 0,571 _0 U °) 3/8"KEYHOLE CLIPS(AS9138)): 1,444 0,250 1/2"KEYHOL CLIPS(AS911 � _y �_ 0280 0,094 5/16"TAPCONS(FT1556) 3/8"TAPCONS(FT1538) 1/2"TAPCONSFT1512 ( ) FULL 0,750 iu m> TYP 2 �— 1,000 ❑ d 3 "LAG A S9038S) W Of 3/8"CARRIAGE BOLT "I"TRACK(PART#AS-1000) DATE: 04/23/15 1/2"LAG ANCHOR(AS9112S) ALUMINUM ALLOY SCALE: N.T.S. 1/2"CARRIAGE BOLT 6005-T5 SHEET: 8 of 9 i I ,gg, p®ORE ���j'�. o°'��� ••`AGE NsF••,'�9 No 09814 •� m' e� STr%T E OF THEODORE 8ERMAN,P.E. NO.09814 04/23115 SCREEN LOADING ON STR CTURE (PER LINEAR FOOT) Z SIGN LOAD (PSF) w '22 E 30 40 5 60 70 90 110 130 m � of 4 180 217 46 276 284 332 358 401 Z Q z �M A Z O W W LL E 5 224 275 312 342 355 416 447 500 (-) I­ W �_ 6 268 327 372 408 426 500 536 599 of m W N"m ,��� 0 7 311 3 437 480 503 579 625 704 2W of of �N 8 355 4 8 497 546 574 663 715 802 ¢o a 399 1 557 617 644 747 804 901 - C,4 : W - 10 447 543 625 683 715 832 893 1013 W 11 491 602 683 749 786 910 982 1105 U_ 12 535 654 743 821 857 994 1072 1203 a 13 579 712 808 887 928 1079 1155 1302 co 14 622 760 868 959 999 1165 1244 1401 z15 666 818 928 1025 1070 1241 1333 1506 W U w 16 715 870 994 1091 1141 1325 1423 1604 N U 17 758 923 1054 1162 1212 1410 1512 1703 N 18 802 981 1114 1228 1283 1494 1601 1802 2* 3 19 846 1034 1180 1300 1 1359 1572 1690 1907 "0•� �cM M O > fn O6 J � O 20 890 1086 1240 1366 1430 1657 1780 2005 ¢*o 21 933 1144 1305 1432 1501 1741 1869 2104 8 I cc o m o 0 22 977 1197 1365 1504 1572 1825 1958 2203 Co _ ,Eo 23 1026 1250 1425 1570 1643 1903 2047 2308 E� 2 v 24 1069 1308 1491 1642 1714 1988 2137 2406 °''pa m a) N �U rn Notes: ~ 1. Span is measured anchor to anchor. s 03 m.. a°1i 3 c m W� i DATE: 04/23/15 SCALE: N.T.S. SHEET: 9 of 9