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HomeMy WebLinkAboutProduct Approval; Storm Panels Shutters"P kIS Home Log In User Registration I Hot Topics I Submit Surcharge Stats & Facts I Publications i Contact Us BCIS Site Map Links Search baK jpwkY ; ;J Product Approval "r I �t I US.R! Public User 1 Product Anoroval Menu > Product or Application Search > Application List > Application Detail RECEIVED iY�a T�a(r? r FL # FL11968-R4 P J Application Type Revision Code Version 2017��} t Application Status Approved 1LI TrQun0/ Comments Archived ❑ �� � �y Product. Manufacturer Eastern Metal Supply Westroads Address/Phone/Email West Drive 407 REVIEWED esPalm Beach1-' (800) 4t E o�COVpLIqNC COMPLIANCE Authorized Signature Bill Feeley ST. LUCIE COUNTY Irodriguez@easternmetal.com S®CC :, Technical Representative �" /�j Address/Phone/Email tar ` Quality Assurance Representative Address/Phone/Email He Copy Category Shutters — Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or aLicensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit, Jr, the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. [7 Validation Checklist - Hardcbpy Received Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY. INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE, PDF FL11968 R4 COI EASTERN METAL SUPPLY, INC, DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY, INC. DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY2cINC, DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 Eauiv EASTERN METAL SUPPLY, INC, DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E- FUMMIT111145PSTAW; .-Raw -r a■ • � 'all � ! '�! u• •. Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 11968.1 0.040" Bertha Aluminum Storm Panel (2.25" Deep)- Non-HVHZ - Corrugated aluminum storm panels retained or not by tracks to provide'hurricane protection. Drawing Number 17-094 Limits of Use Installation Instructions Approved, for use In HVHZ: No Fi i 196R 94 11 EASTERN METAL_SUPaLY2c INC: DRAWING Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A 17.094 O:OdO PFRTuA A: UMW UM ST6aM RANEL.ndf Verified By., American Test Lab of South Florida Inc, Created by Independent Third Patty: Yes Other:ILarge Missile. Max. span is 12'-0" for +25, -25 p.s.f. Evaluation Reports and 4'-0" for +125, -130 p.s.f. for sections 1, 3, 4, 6, 7, S. ELI 191+111 . R9 AF FAgTFgpl METAL SUPPLY21! INQ DRAWING 17.094 PR DUCT EVALUATION REPORT.odt 8A, 9 and -11. See sheet 10 of installation drawing for other spans and pressures. Valid only for wind zones 1,2 & 3 as Created by Independent Third Party: Yes defined by ASTM E-1996, 0.050" Bertha Aluminum Storm Panel (2.25" Deep):- Non-HVHZ - Drawing Nurriber17-096 Limits of use Approved for use In HVHZ: No, Approved for use outside HVHZ: Yes impact Resistant: Yes pesign,Pressure: N/A Other:. Large. Missile. Max. span is 12'-11",for,+30, -30 p.s.f: and8'=2" for +75; -80 p.s.f.-for mountings without"h" header. See sheet 5 of installation drawing forotherspans and�pressures. Valid onlyidr wind zones 1,2;& 3 as defined by 11968.3 24 Gage Galvanized Bertha Steel Storm Panel (2.25" Deep)- Non- HVHZ - Drawing Number 17-095 Limits0 Use Approved for., use in HVHZ: No. Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure::N/A Other: Large Missile.: Max. span is 9'78" for +30, -40 p.s.f. and 71-Z" for +70, -80 p.s.f. for.panels mounted without "H" header. See- sheet 4 of installation drawin9'for other spans and pressures.Valid only for wind zones 1,2 &.3 as defined by ASTM.E-1996. Corrugated aluminum storm panels retained or not by tracks to proyide hurricane protection. Installation Instructions FL11968, Rd_ [EASTERN -METAL S�PLY, jN DRAWING 17-096 0.050 BE(iTHA Al I MiNUM_STORN P� .A�IaF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports E1.11268-M AF F.�RN META SUPPLY, INC. DRAWING Created by Independent Third Party: Yes corrugated galvanized -steel storm panels retained or not by tracks to provide hurricane protection. Installation Instructions FLt 196B R4 Ii F�T'RN mCfAL SUPPLY. ING, DRAWING 17-n9S 7.4 GA�LVAN17F.BERTHA -STEEL STORM PANEL=PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports, 11968:4 I Clear Bertha Storm Panels (2 1/4") I corrugated polycarbonate storm panels retained -or not by Drawing Number 17-098 tracks to. provide hurricane protection. Umlts.of,Use Approved foi•.use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design, Pressure: N/A Other: Large'Missile. Max/ span is 10'-0" for+28,-28,p.s.f. A.S:D. and WwO" for +105„-b10,0-0- A.S.D desgin load. See sheet 3 of Installation drawings for other spans. and, pressures Valid only forwlnd•zones 1,2 & 3 as defined by ASTM E-1996. Installation .Instructions Act PI METAL SUPPLY.-INC, DRAWING 17-098"CLEAR BERTHA STORM -PANEL 2.25.PDF Verified By: American Test Lab of South Florida Inc, Created by, Independent Third Party: Yes Evaluation Reports t. Naxt Cnntatt its.:: 2601 Blair Stone Roa„Q, 7altahasseo FL 323AA'Phona: 850-487.1B24 The State of Florida Is an ANEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statemenr:; Accessibility Statement :: Refund St Under Florida taw, ema0 addresses ere public records. If you do not want your a -mall address released In response to a PUM-records request, do not send electronic mall to this entity. rnstead, contact the office W phone or by traditional mall. If,you have any questions, please comact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address If they have one. The emalls provided maybe used for offlcial 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 It you area licensee under Chapter 455, F.S., pease click here . Product Approval j�Accepts? Credit Card Safe G2ER4L NOTES. f, STORM PANEL SHOWN ON THIS PRODUCT EVALuAT10N DOCUMENT (P.E.D.) HAS BEEN VERI1-789 FOR COUPLLANCE IN ACCORDANCE WITH THE 2017 (&h EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL NZ BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (M4VJf-D4DS / BROWARD COUNTIES). DESIGN VAND LOADS SHALL BE DETERMINED AS PER SECDON 1609 OF THE ABOVE MENTIONED CODE FOR A WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A O/KECTIOA4l7Y FACTOR Kd O.BS. USING ASCE 7-i0 FOR 1NS7ALLA7TONS UNOER 2017 FRO AND .SHALL. NOT EXCEED THE fAAXIMLIM- (AS,O,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9 111 ORDER TO VERIFY THE ABOVE CONDITION, UL77MAT E DESIGN WIND LOADS DETERMINED PER ASCE 7=70 SHALL BE FIRST REDUCED TO AS.D, DESIGN KIND LOADS BY MULTIPLnNG THEM BY 0.6 IN, ORDER TO TO COMPARE THESE W/ MAX, (ASO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9 fN ORDEP. TO VERIFY THAT COAfPONENTS AND ANCHORS ON THIS P.ED. AS TESTED WERE NOT OVER STRESSED, A 33$ INCRLaSE IN ALLOWABLE STRESS FOR WINO LOADS WAS IV USED 1N THEIR ANALYSIS A DURATION FACTOR CD=1,60 WAS USED FOR VER/f/Cl.TION OF FASTENERS 7N WOOD. STORM PANELS ADEOUACY FOR IMPACT AND FADGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1603. 12 OF THE ABOVE LfENNONE'D CODE AS PER. ATL REPORTS I Ot21.01-98R, JT 0329-01-00, ff 052SLO1-00 AND &V51201-03 AND g0617.02-04 AS PER fUPACT TESTING EQUIVALENT TO ASNM E-t996 STANDARD & ASTM E MO-02 STANDARD LIMITED TO INSTALLATIONS WITHIN WIND ZONES, 1, 2 & 3 AS DEFINED BY ASRM E-1996.STANDARD-7 AND 0221,01-0t PER TAS 201, 202 & 203. 2 ALL. ALUMINUM SHEET 11ETAL PANELS SHALL HAVE 5052-H32 OR 3004-1134 ALLOY. S. ALL ALUId/A%UM IXIRUSiONS BE ALUMINUM ASSO,QATTON 6063-TU ALLOY--& TEMPER UNLESS OTHERWISE,NOTED, STORM PANEL COMPONENTS f4 STUDDED PLATE AND SNAP CAP AR£ PATENT PENDING 4, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 500f8 W/ 50 k`* YIELD STRENGTH AND 90 kGi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECT/ON 2411.3,3,4, 5, BOLTS TO BE ASTM A-3O7 GALVANIZED STEEL OR AM304 SERIES STAINLESS STEEL, WITH 35 kG7 MINIMUM YIELD STRENGTH 6. ANCHORS TO {PALL, SHALL BE AS FOLLOWS: (UNLESS OTHERWISE- NOTED) (A) TO IXISI&VO POURED CONCRETE - 1/4' 0 TAPCON ANCHORS AS MAIVurACTURED BY LTV/, BUILDLX - 1/4- 0 CF TAP-GRrO ANCHORS (BERTH4 STUD -CON), AS MANUFACNRED BY TRU-FAST CORPORATION,', - 1/4' 0 ZAMAC NAILN ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. - 114' 0 x 7/8' CALK -UN ANCHORS OR ELCO mole & female "FANQMAT£' AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY, - f/4` 0 x 3/4' ALL POINTS SCUD -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, 80LT'& SPECIALTY COMPANY NOTES: A. 1) MINIMUM EMBEDMENT 11170 POURED CONCRETE OF TAPCON ANCHORS 15 1 3/4. FOR ZAMAC f1ARW ANCHORS IS 1 3/8'• FOR ELCO PANELMATE ANCHORS IS 1 3/4' AND FOR-CF TAP -GRIP ANCHORS 1S 1 1/4 A2) 7/e' CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE, NO EMBEDMENT, INTO STUCCO - SHALL BE PERMITTED, 1/40-10'SCREVJS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' PINIPW Al FOR WALLS WITH NO STUCCO. A3) AONIMUM EMBEDMENT OF 1/40'x 3/4"ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE. NO EMMBEDMENT WTO STUCCO SHALL Be PERMITTED. 1/4- 0-20 SS IAACHINE SCREW USED SHALL BE 1 1/2" LONG M/MMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR YJAL.LS WITH NO STUCCO. A4) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE, (B) TO EXISTING CONCRETE BLOCK WALL' - 1/4' D TAPcON ANCHORS AS MANUFACTURED BY 1.T.V/. 8u/LOD:. 1/4' 0 CF TAP -GRIP ANCHORS (BERTHA SLID -CON), AS MANUFACTURED BY'TRU-FAST CORPORATION. 114' 0 ZAMAC MAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. Q f/4' 0 x 7/8' CALK -IN ANCHORS OR ELCO mole & femol. PANELM47E' AS MANUFACTURED BY POWER FASTENERS INC, AND ECCO CONSTRUC77ON PRODUCTS, RESPECTIVELY, -' 1/4' 0 RED HEAD L, POINTS SOLID -SET ANCHORS AS DM49OLT SLEEVE ANCHORS AS MANU FACTURED ACTURED BYIBUTED BY �W, OBUXDc'X.RPINTS ED BOLT & SPECLiLTY COMPANY. NOTES 8,1) MINIMUM EMBEDMENT OF TAPCON ELCO PAIVOJWTF AND CF' TAP -GRIP, ANCHORS INTO CONCRETE BLOCK mr-SHALT 8E 1 1141. 1 3/8" FOR ZAMAC AWUN ANCHORS AND 1 1/8' FOR RED HEAD DYNASOLT SLESS ANCHORS 8.2) 7/8- CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UN?, NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND I. MINIMUM FOR WALLS WITH NO STUCCO, B.3) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLD -SET ANCHORS SHALL BE 7/8' INTO 771E CONCRETE BLOCK. NO EMBEDMENT INTO, STUCCO SMU BE PERMITTED. 1/4" 0-20 SS, MACHINE SCREW USED SHALL BE 1 1/2' LONG - MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON 771E IXI , G'Y/ALL, ANCHORS SHALL B.I) AND 82) ABOVE BE LONG ENOUGH 7O, REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHOR AGE EX SR BE AS !ND/CANED ON NOTES IN (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIRC477ONS OF THE ANCHOR'S MANUFACTURER 7. PANELS LAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSFALL4770M DETAILS SHOWN ON SECTIONS 1' THRU 8 (SHEET 3 & 4 OF 9), EXCEPT THAT HEADERS 3,' 4 & 5 SHALL NOT BE USED. 8. IT SHALL BE THE RESPONSIBILITY OF Tr/E CONTTRACTOR TO VERIFY THE SOUNDNESS, OF THE STRUCTURE WHERE SHUTTER IS TD BE A77ACRED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS 9- THE INSTALLATION CONTRACTOR IS TO'SFAL/CAULK ALL SHUTTER"COI.IPONENT EDGES, YMICH REIAATN IN CONONUOUS CONTACT WITH THE, BUILDING TO PREVENT WINDANN fNTRUS`ON, CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10, (o) THIS-P.EO, PREPARED BY THIS ENGINEER 13 GENERIC AND DOES NOT PROVIDE INFORIVITON FOR SITE SPECIFIC PROJECT,' i.e. WHERE THE SITE CONDITIONS DEVIATE £ROM THE PE:D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, 84SED ON THIS Pro' PROVIDED HE/SHE DOES NOT OEVATE FROM THE CONDITIONS. DETAILED ON THIS DOCUMENT. CONSTRUCTTON SAFETY AT SITE IS ME CON7R4CTDR'S RE5pDNST6/U7Y, (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, (Q) SITE SPECIFIC PROJECTS SNALL BE PREPARED BY A FLORICA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME ,THE ENGINEER OF ENGINEER OF ECOORD, ORD ACTING AS A DELEFOR THE GATED ENGINEER Ecr AND WHO WILL I7HE P.EO. ENGINEER. SHALL SUR THE pBM/rROP TOUIHIS LATTER THE SITE SPECIFIC DRAV17NGS FOR RENEW. - (e) THIS ABED SHALL BEAR THE NTF AND ORICIA'AL` SEAL AID SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD TH4r PREP11. SHUTTER MANUFACTURERS LABEL SHALL, BE LOC47ED ON A READILY VISIBLE LOC47701V AT STORY PANEL IN ACCORDANCE WITH SECTION 1709.9.3'OF. FLORIDA BUILDING CODE ONE- LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY V17TH SECTION 1709.9.2 OF THE FLORIDA BUILDING.CODE. THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS, IN THE STATE OF FLORIDA No.44167 "t 1At FLORIDA 'BUILDING CODE (Non High. Velocity Hurricane Zone) C20171RTEC4 mr, 0,050" BERTHA ALUMINUM STORM PANEL T �OiUAL��cP� (2.25" DEEP) La VR"NBI: EASTERN METAL SUPPLY, INC EE C 07 2281t7 ■ ■ ` 4268 HEST RDDDS DRIVE TIWT TESTING & ENGINEERING CDNPAHY WEST PALL/ BEACH, n. 'JJ407 Hkv. (1�ieTI-lslo -'a mq n�.DlE6 PHONE.' (561)209-B263, FAX: ($61)841-1716 T %-096 EB-0006719 oat an m. aaams our DRAWA'G No WALTER A. nun Jr. P.f. aP Isar /fan a� 'FLOR/OA Lie. o —Ic2 I /fsn - SHEET' 1' of 14 K845• (TOTAL MOTH) LEM, B.8<5' (IOTA( Y.WIN) l.s �---—r2o00' lLL warty)_—y �.' (c�mr warty)—j oa• d$aa' r.5oo' rsaa• ( as AAf+WAS,]'a,R) I 1 a AS APS�Ag[am! 1 �� � �� �m� ,g � •S Imp F2r13'�.I Z89I'�2125'� �-•2f15•� ' 15.I r9' (r•07AL MOIN) 9.119• (TOTAL MOAN) 1. ��lzca°• (LTiECTive ktmN)� �s,°O°• (&-Fm:FwE xmrN)-i scut: JV6•- 1- f.50p' 21 rsaa' t A9 4ioxmaert (rm) 1 4'S0O• 1 r.so0• rz As 4A'a7a) l.s0o' �1.173'�J29f'�7.125•-{ .1-2t2s'� A�4� ?� FULL ALUM/NUM PANEL Wf0 HEMMED EDGES WED EVES ® STORM PANEL aw- asrrm ro Ara.TE �; /25o IT ac Lra m a]7A�rr � _ Awr 17 Z'x5'(MAX.)x1/B` ANGLE WITH STUD 16 Aa6'x7'xl4` LONG WAU! PTerE Scut J/10-- I' BRACKET w v @ f875" -OW OR .ml ..64 DETAIL 1: sruo w/ Dic usr zwc NICKEL PIATW WNO Wr Of I-2500-.— 2691I " ® 'U` HEADER BUILD OU .19a• R • - N mo .6. 1 tea' .188`' .J74?a'� _SD �••� e O 2J�" .095'+ �"_ a Ra6T' ^� i•-.a90= I LG50• `2QD _ .o9a ago ® REVERSED 'F' ANGLE sas' TRACK: TRACK r "F"'m TRACK .f�• $ �� �66 tEQr '.465� ?,t �r:723• IEC.LaGT10� ALiEFIGT£ •.� ' 8 R123' 20001 ram. ..,,6• I TRACK ANGLE .lam -1. SwL: J/L'. f- SaOa' 1-T �� 11 2" x 5' (Max.) X .125` ANGLE SGVE: J/J• - f- .1C11L1Cm OPT/ON 2 l2 KEY HOLE- AT PANE 1 J 1_Ya.C3' Q KEY HOLE WASHER C2017 7XI00,, INC. 12A ROUND HOLE AT PANEL (OPnON TO 12) FLORIDA BUILDING CODE ILIECO,N.. r/S' ° J04 SEMFS £ S 57i/a RNEIED, 1a ANCf£ ®SPACTNGs. $lPLN ON $EL7Nk£ � 75� 2000 OaJ- ZE aEIAL L A / _� 2000- 11 10 STUDDED ANGLE scb .- a•,•s A110Y .. --(225" DEEmSEvmP) J1VKM rHIVtL LC 0(7i,f1H s,.. EASTERN METAL SUPPLY, INC 0744M' 7 <269 WEST ROA05 r.M348 J6 PHONE (56 )209-82 "' (541-r716 17-096 na DRAWTNO No SHEET to OJ r4 TOP TRACK (SEE COMPONENTS SHEET 1A Of 9) 0 i H O O Z W z w nL(/r c r hfn. tMM - �;'•.. Q '• d� • 6 '` eo1TOM TRACK is STORM STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS SHEET IA) ,,,,,,n SCALE: 1/8" = 1" T/4' Max. CAP 1 1/4' Max. GAP . ♦ �� T1P. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 TILTECO. INC 0.050" BERTHA ALUMINUM STORM PANEL I c. (2.25" DEEP) MKN ml SECTION A -A EASTERN METAL SUPPLY, INC °'�26i1' IL EC01Nc. aTE s269 WEST ROADS DRNE SCALE : 1/8" — 1 • 1-1 TESTING g ENGINEER/NC CONPANY %aT PAW OFACH, FL 3307 6lSS N•. S£N SL p.J ^,1 GK 6 q ,yll;g PH2fE (56V2O9-B261. FAX* (561)841-17W 17-096 (SMI-ISAI. Tb : (JCiS1Cn-1I EB-0006719 osonov ua movmr our ORIWMG N. 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I I 9m d I ? od lo i I I\ '�� �039m039 .-, 3139ONOO a39 ( F\ m9n0d `trx�r� md3uazrs 6) smm 't1 ?7/M3L73 33s) "d �ve/3rnr ma . --• \ d0 ra-�m a¢v-en J (a�rr em.aawaN7s 33sJ 2 37rN3) s 00Z707Z7 UMM-o G/ OSY 70M 9/ntt maa•,Nt JO 2'ws»nn '+1p0 Ol =-'m L Wd 77r sxx�ri \ 31mn3Nrd 3t3g3f /3i77 % ao M-9M iPdO-drl >7 '17081rlAO Qid 7nnrN anrvz 's9a7dri am tors 70" omw 20:oad/( Cone ( P µoCV BOLT T// NUT lr WASHER O @"O.G 1' IAR. POURED CONCRETE REQUIRED — cam POURED . I N ZO REOUK EOU/RED o X 1 i 0 - W N 1 �� 1 —_5 r' U,IZVuM SEPAR4110M TO - 1 I ' I 1/4'L�17� BOLTALTERNATEIzYLD LOCARON ot. CCONCRETE I.i - OR COrICRETr jII __- BLOpL WALL 'Y REouurm � '�-:• ( % r-r"- KUTO/• RFD rIEAAI� / L' 1/4' 0-20 S S MACHINE K ah1Yf, CG 7M-0rD ear W/ N(?.L[ Y/ASffER MUD 11 C " BUILD OUT INSTALLATION — SECTION 5 swr. J/B r- MINIMUM RATION To CLASS 1 I 0-20 B ConG .DOLOL TS W/ 7 a x J/32' P.9NC NUT O 1 12' 0. C 11 kl U L AVLAOI OR ELCO LIALE✓ I--E 0. AFdUATE MTif0R5 EaME rDR SPACM) POURED CONCRETE REOWREO FLOOR MOUNTING INSTALLATION SECTION, 5A SCALE J/B' _ r 1• M/WMUM PAIN7ION T GLASS TAFcaux GILK-W OR RCD MALE/ FEONL' PAFIEUMM AALYGRS (SW SO Weer Fat SPA7K0) E D. E n POURED CONCRETE III IZIRED -� rt"-iil .Id I I p• n2 � Z.+Coot I I —v 1 A � I 1 r � 1 � i f J/Jz ava UT o r2' o. a Fowrm omxRLTE_j 11-DDD r�•or(P.ED 1 1 / L1PG0115 LAUC-AV OR QW MALF/� jA .� CEILING & FLOOR' MOUNTING INSTALLATION — SECTION 6 SCALE. J/B' = r' E D. - EDGE DISTANCE (SEE S �SCHEDSCHEDULE ON NOTE FOR COMBINATION OF SEC77ONS ,• WALL/FLOOR/CEILING MOUMWG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLAnOFL r,/4" 0-20 x Jl4' s% WNNO NUT O /2 Q C. C. 7/B 0 PANG NUT ONLY APPLICABLE AT D. �• MALE PANELMATE(nP.) N CALK- . ALL FOGWS SCUD-SEr OR am/FEMALE PAN£LI147E ANCHORS (SEE S ULE FOR SPACING) • a POURED C I FIE 1 � �OunzED. � `- I 1 W i 1 l W I T j 1 y I r • MW/Mar4 R ' y SEPARATION TD I CLASS I C � f 1 I a I k 1 T I ( i s I r I POURED c j v Cont I BLOCK WALL j I �. REONRED tL�=" I y �^ -� POOPED Lil'tTNETF l-=r •-F r• `!/ /f CALK-H ALL POMi S Soup=SEr ORS''' FEOOaEO I�1 ELCO MALE/FEMALE PANE[M.rTF`ANCHORS (SEE SCHEDULE FOR SPACING) r4 C4&-N OR CLCO NALL�� E PANZUA1[ AAMVU E. D, SC'MXC MR SPAa'.V) CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M. INSTALLATION — SECTION 7 — SECTION 8 SCALE : J/B' = r" •SCREWS USEDAr ANCHORS MAY BE 1/4.0-20 SIDE 7/40-20 TRUSS HFM BOLT +¢� ` ' SIDE WALK BOLTS ARE J/4 W/J27WCK H& W/ LENGTH AS PER NOTES A-2 * �lZ� NE'CREW ( 1 !� TRUSS X£AD BOLLS ARE 1/21Or1/8' 7WCK HEM V ,� MACLS SCREW W/ LENGTH AS PER NOTES A2 D (SHEET, 1) ( FLORIDA 02017 TRTECO, WC. IL EC 0 .N... ULDING CODE (Non High, Velocity Hurricane Zone) 150- BERTHA ALUMINUM STORMPANEL cc (2.25- DEEP) DRAWN Br. EASTERN SUPPLY, INC 07126 r' .METAL 42CB KEST ROMS -ORNF PHONE (56 209-WTf'iAX (96 841-1716 17-096 ao lo-ou DRAWING No /vl • - SHEET 4 OF 11 POURED CONCRETEOR +� U VARIES 3'• I CONCRETE BLOCK Wa!L \ •1 aEcuwED 8 7 OR CONCRETE r-- (I POURED CONCRETE BLOCK CONCRETE OR II IYAU REOWRED CONCRETE BLOCK T WALL REOLAREO LYINCRETE 2.SOO' Ela. ANCHORS r ,frm; � r ZSOO CONCRETE aNCHaRs I r \\\ VARIES 1 � REOUIR£D A11Yr7TS 2 L�1 LOW 2' x 4' x .125' Q It Ti \ \ Ii OR © °R ®OR ® 2' x 2' + .055' ALTERNATE LEG LOG11fON 3105-M14 OR 606J-T5 ALLOY "i 2��'� 9 Cant Rum. AN67E / j C 2' Al.- .055' / ,i \ OR % Q Cont. um, ANGLE OR T = - .- -_. `..• = , _ -. _ � .31 OR .080" 3105-HI54 SNEET METAL Rum, 1/4' O Rat 4' x s` x .072- BEM PLATE 0 24' 0. C J105-H14 OR 6063-TB ALLOY' W/✓ACKNOr Cont' Wl , AN6LE CASE A (Plan) SCALL? t/4" CASE B (Plan.) CASE C (Plan) -- SCALE 114" = i' SCALE. 1/4' _. I'. END CLOSURES DETAILS MAXIMUM A.S.D.DESIGN PRESSURE RATING (p s f ) 'AND CORRESPONDING MA'X/MUM PANEL LENGTH "L" AOURED CONCRETE Qrnw SCHEDULE FOR A GIVEN PANEL SYSTEM oe CONCRETE OR CC IYRL (OAT PRSlRON +) REOIARFD LS4AZr/UM A.S.D. DESIGN PRESSURE R47WG Nor PANEL LENGTH L (LGj lfom NG W/ b` HEADER 3g MOUNTING W/� A' T�AOF/t ,1 WALL, MOUNDNy W/ COLWp,NEM Cvd & +30.0, -30.0 t2'-T f' +30.0, -35.0 f2'-Tf" 12*-ff 12 =1l" +350. -40.0 12=0' 12'-0- 12'-0' +40.0, -450 1 t =2' 1 t -2' 11. Z- +45.0, -50.0 TO'-77 TO=4' W-7" +50.0, -55.0 101-0" 9 -4" +5501 -60.0 9'-7' 6'_6•• 9,_7' +60.0, -65.0 9=2' 7'-9- 9'-2' +65.0, -70.0 7'-2- B,_9• +70.0, -75.0 g•_6' 6,_6. 6 -6 +75.0, -60.0 6' 2' 6'-3' 6•-2' DOTE MINIMUM PANEL LENGTH IS 3'-0' TAPCON','% ftS OR ALL PQ/7fr SOLQT=SET 051E SCHEDULE FOR SPACING) / % O E OSED ATT 2, r HURRICANE CO,NDTTIONE CORM t' LrTN/MUM SEPARATTON TO GLASS I �' !' MuiiMuer I Tp R4TCLAION COM. 'WNW //�''��� I I Cri f NUT O EA. STUD C{t CON7: '\\ ( C POURED CONCRETE OR 1 o ,�W I $ I CONCRETE .' BLOCK WALL f' REQUIRED FOURED CONCRETE' �` OR CONCRETE BLOCK SECTION ® STUD * CONr. / (OPEN WALL REOUIRED TAPCON ANCHORS OR _'_J ALL POINT SOLID -SET (SEE SCHEDULE FOR SPACING) TYP. TOP/BOTTOM �1floLzr �(.( {�CONT: TtU( �t��, i f (OPEN POSRION��,� lk• ,1 LU;• , _� PouRED,coN;aETE OR CONCRETE BLOC IYALL REpUIaEp t) POURED CONCRETE OR' CONCRETE BLOCK. WALL REOUIREO 2' x 3" x ,093' 3105. H-14 OR 6053-T6 ALLOY Cont. Al-m ANGLE WNH ANCHORS ® 12' 0. C n. .CASE D (Plan) SCALE' .114- - T.- CASE E (Plan) SCALE-, 1/4' - 1' SECTION 9 No• 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) * C SCALE 3/6' = 1 " Oz°17 WEM INC : ` * �. 0.050" BERTHA ALUMINUM STORM PANEL cc oOf Z (2.25" DEEP). DaarN er EASTERN METAL SUPPLY/ INC 420 WEST' °'04M p, OR end' �L ECO�Ne. Illi�pp�.•.•'L Nr -TING S ENGINEERING COMPANY C2V:9 �y" sr., sm. 4aS Y,�caA rr>a0a. nayss sYrts.tiNt(r• -Nos: ROADS M237 6: fL RnT PHONE. (56!)209-BT6J. FAX. (567)8I f-1776' I7-096 (spTeTr-fsm. rt1 faas�nr-rvr EB-0006Tf9 ORAWWG No ar»w. a.n omni"n our WALTER A. mLlr Jr. P.E FLORIDA Lik-OF 44f67 am re.u, _ /St/N • SNFLT 5 Cr N b b' b b b d Nb o — ry m I M H y :� T 1 I 1^ I I I, N w c 1 ip N y yl I n'Sx 11-v yj Q I b. ie io b I b �o I ie 1 I I I I a m O' C ,m j1/ iil h a o................ ..• 4 p of �����iry/Ii//IIIj1••OO �� Z e.b. + U Q e rc 1. o W'o u oaf ti 3 u� d i h V ¢ W� � O W• bpi x Nape _� b 9 a� V$� oo� W O � t�5 yq � � '✓d OO 4 y yy�j�1 U N Cj �t h � z COX � O U W� O w. 0 Q Q- - - - - - - - - - U a �b G 93 0 w d n I 1 1 m n h I p \ �i 4i u N o � o Q •o �.b�� � � � � +✓ � � a � a � �o � " old °� � � � k � �a o k w � � R N i q N N 'N n�1 M •Y b 1/1 `� tti � ^ t4 L' � N N � nt `M y' b yl b b ui^� ^ �' « I 1 M d g •�( b b b w 0 w FOR A GNEN ASQ OFSM.1! � AND �R S IpY/L4ER AI.lYAH1/M PANEC CENCM FOR A CNcN AS.O. 0£SA;N LO/O JIU'7 � VERO$O AS P£R SCAImLRE oN s1r<ET t MAXIMUM A.S.D. DESIGN PRE SURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR. INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES s MAXIMUTA .D. A.SDESIGN PRESSURE WING (psL) AM MUM ANCHORS SPACING FOR E D. = 3 1/2' •• APPUCABLE TO SECDONS f & ANY COMB/NAOOA aR'THEM MAT&M PA!'IEL LENGTH t-(TL) L1PCAt6 ZAUW RED 10. DVAMS LT CAW Al. SOBS=T PAUE1MA16 CF TAP-ORtf+ ro CONLRL7E ro MA.SOSIRT' TO CONCF-M TO LAMMY TO CdvrRE7El TO MASONRY ro CaNCR£IEIWLSO.'IRY ro To CONLREMIMASONRY I To ro CCNCRLTE+M/S10 ro J2' - 17"++1 - J2- ! - 1 - 12. ( - 12' - 1 (TOP) 12- !z' T' G 5 (BOTR7dI) 12' +1 - 12- 1 - 12 12- 12- 1 - 12' - Z 9*(40P) 12' I 6' r2'++ 12' 72. 5' - - 12' 12' lY T 2 (80TTOM) 12' 12' 12+ Y 2A (ROTTO!d) H35$ -400 12' - T2' +) - f2' - - - T2' 12- - 3 & 4 (TOP) 8'-0' TO 12' ff' 12' +1 tY 12- 5' - - 12' 1. 7- 3 (80rTOM). OR +SSO, -60.0 t2- , a- 12' + 12' !Z' 5- - - f2• I 12- 1. 7 4 (BOTTOM) LESS 12' - - - !2' I - iz' - 5 (Top) 12'++I 12' f2' S' - - 12- j 12- 12' 7- S (BOTTOM) to- - - i - 1a- - - - t2• - _ _ s a;0� yyJ _- 12- - - - 6 ) 7 - -' i - T 1 - - 10 1/2' - - - 5A . 7II. I - - -7 (B) 12- _ 12- I tY - - 8 (TOP/BOTRIM) 6- T 5.+ . _ 6- 7 9'++� 8' r r - 3- 12- 1 12- 12- 1 a- 7 1/2- 4- 1. 9+(BOTfOM) 12- - 9'++I - If - 12- 1 12- 72' - 71/2-1 - 2.9+(TOP) a' 11- 3 3' 12' 1 a• 7 1/2• a• z (BOTTOM) If- 1 4' 9.++I 8' 11' 1 3. 12- I 8- 71/2-I 4- ZA(80TTOL1) +351L -400 tJ' I _ 9-++I - iT_ _ _ I _ t2" - 7 1/2' 1 - 3 & 4 (TOP) TO If, 4- 9'++1 8- 71' i 3' - 1 - 1Y 8- 7 1/2- 4' 3 -(BOTTOM) D6'-0+ +55.a, -60.0 1t- 4' 9'++I a it' 3' - - 12' 1 a' 7 T/2- a' 4 (8pI70M) TO - t 1r' 1 12- 1 T t/Y 5 ((OP) 11- J. - - -,_I a' 7 1/2.-1 a' S (BOTTOM) (TOP) 6 (BOTTOM) 4- 1 - - - 4' 6 1/2' - _ I _ 547 BOTTOAI 5' 6 T/2' - T (BOTTOM) 12- 12' 72' 6• - -- 8 (TOP/80T7a.0) AC7VAL E D. FACTOR + ONLY TAPCON ANCHORS OR ALL POINT SOLID -SET' ALLOYED FC ++ ANCHORS SPACING ONLY APPMA&E TO ZAMAC WIN ANCHO SEE SHEET 7 & 8 FOR ANCHORS TYPE & SPACING FOR INSTA! BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE D4 FOR E D. LESS THAN 3 I/2 ;' REDUCE ANCHOR SPACING SY MULRPLYING SPAC/NLS'SHOWN ON SCHEDULE BY THE FOL40M FACTORS (Min. E. a FOR CU.K-Gv ANCHORS & ELCO PANELMATE IS 2 1/2'. AND 3 1/2' FOR SOLO -SET ANCHORS FOR MIS OPERARON TO BE MADE REDUCED SPACINGS RESULT FACTORS SHALL NOT RESULT ON SPACINGS LESS THAN 3• Fo( +4.5- FOR RED HD. DMBOLT ANCHORS). rwc0u 7.vAAC lawaaLT CALK -IN SDOD-SEl CF TAP_ 1Y� .86 .75 .78 1.Do Z 1/2- - .71 .50 - .80 _ 2 _ ..50 - _ _ _TS _ _ _ _ C- D. EDGE DISTANCE MAX/MULH DESIGN LUATMUM ANCHORS SPACING FOR E. D. = 3 1/2' •+ �:"• '✓- n:t+gprupjbLF��O� - Q t. t q ",i [( iffLl! M-SSURC TA -CONS ZArdAC Na(W/ RED RR OnMBOLT 'CALK-LY SOLO-SETPANELMIES CF TA�G�,f' t 'i9 • SEt� N.riRETEIdf0.5YAVRY CONTCRETE MNRY CO.TYCRETEI ((�L� RARNG (P%r) NY.CQMB/I''.A`Ti07 mo ult ;LNG1N i�(hJ) MASONRY COACREIEl.T.Y CONCRETE MAWARY CONCREIF1/J?^:�r}✓j!" .n . 9- i - 7•+si 1 - 9• i - - -fY" 1 -- - 6' 1 •�,,1 'MT1yb,rr {rJ' 1/4' Md.. CAP Av% 114""Max, GAP -� jT 090j 1 SECTION B--B SCALE : 1/8" = r' 1 14B/6, 14A/6, (!'PROLES) 15,16B/7 15,16A/7 BUr NOTCHED 1%4'--20xI" SS EA CORNER ®1. SDEYPALK BOLTS BOTTOM AS �SE£ OEWIS 2/7, SHO2 I5. I i 3• � e CONCRETE ANCHORS (SEC s wouw-) F POURED y CONCRETE I RE'QUNfD � ! AS CLASS I T' ArM SEPARATION 1 TO GLASS 1 I 1/4' 0-20 r I' S_SUl. '1 W4 'I UfP 1JIJ22'0. F 6 1 1 �REFdDYAEtLE 1 j OLTS 2/T,. 2(14) CONNEG7Et N j " TQ I rHRu { 1 { 5/8 A HOLES AT CMG 6 — — — — — FASTENED AT REAR YP/7/8 �x3132' 11 •� 2' 3L WING NUT EVERY OR OR SIDEWALK BOLT 14B/6, 14A/6, 15,16B/7 15,i6A/7 --3' MOx - CONCRETE ANCHORS (SEE SCHEDULE) J. 1 Min. Max. I Min: INTERIORL Y REMOVABLE STORM PANFI_ PARTIAL ELEVATION Y SCALE : 1/8- = I" PauREo CONCRETE BC0N�L Is I RE04VA - t 1 1 CONCRETE ANCHORS -Y— (SEE SCHEwu') CONCRETE ANCHORS .(SEE SCHEDULE) 0 POURED CONCRETE REOUARED m ExarLNc --� CLASS —� I' Ar. . SFPARATION TO GLASS 16 I DETAR. 2/7 o � a � 1 � r/4' a 2a x r• ssus. a W/ 7/B',O,x J J2• e, NZYO FlUT O i� O. G � 1 POUREDE' CONCRETE OR CONCRETE BLOCK WALL REWIRED 1 Y/8 CONCRETE ANCHORSI Can4 (SEE SCHEWLE) f INTMORLY REMO'✓ABLE PAA&( tYCry1 S/0J'/ALK BOLIE(r DETAIL: 2) Ce�E CON JID TO. TNRU HOLES ATr,y2o, A 6' O.0 & FASTENED SECTION !OA N 10B Ar REAR SECTIO®7/B cc7/3Y fONG NUT EVERY sroEWALx Bacr. Ws1LC MOUNTING INSTALLATIONS SECTIONS 10' SCALE J/8' = 1• INSTALLATIONS VALID FOR N L 1 USED J l TLY WITH INTERIORLY REMOVABLE PANELS 1 FLORIDA BUILDING CODE (Non Hlgh Velocity Hurricane Zone) C2017 MTECO. !NC 0.050" BERTHA ALUMINUM STORM PANEL L.a (2,25" DEEP) 0z"71 er- IL E C O ,N�. EASTERN METAL SUPPLY, INC 0'/26/" 4]6B WEST RO.rDS OPoVE DLGT TESTING R ENGINEERING COMPANY R'6'T PALM %i i lXT JJ<O7 •_.. xr u•.r, sx. sa ,tax v.xwA Tu�Oq n .ores PHONE• (36t)209-616.3: FAX.• (361)6fJ-17/6 17096 srcx : IwJsn-iam . rm : Lm)aTr-»7r -0026 WA!IFR T Jr P.F. �� mu sue DRAWAG No. FLOR/0A U. l4167 /.^Lr SHEEr 9 OF t4 CONCRETE ANCHORS (SEE SOYED14E ) cONCRz-w (SEE se Con'. f t I i � 1- Mh SEPARARO.V 1 i } L- j TG CL455 �r' CIA I i rJ I '4 OEWL.2 f ; 1 I j T I � I } 7/8' 0 r 3/32' f I'IWG NUr ® •� I EVERY STUD ® 12" O. C. i • I I 7/8' O x J,, IConL i ViERY m I I j STUD ©12'O. C / .+i i//� • % II Cone ! i EDGE OFSLABRecallEL1 ! I APPUCABLE CONCRETE' ANCHORS i �---E O. (SEE SCHEDULE) POURED CONCRFIE� I REOU7RED f ,- CONCRETE ANCHORS f (SEE SCHEOULE ) E D. SECTION 11 A INTERORLY RErrn'asLE SECTION 11 B AOEVIALK BOLTT o CEILING & FLOOR MOUNTING INSTALLATIONS cnNn ro E HO Ar o 6' .' _SECTIONS 11 Ar REAR W 7/B Cx3/_' ® r, SCALE: 3/6' - 1' 197s' I/r-TD,1-SS. 9DLiYALK BOLT$, t,6 W/J/I-SLOnEO PFM. fLYca �, HlER/OALY R£MOVIR(E PAVFZI� V/ 1 4F 20 N IY/ 1/! -20 NUT AT REVL 7�6 N. `/'� . A7 AR O'B' O. C � l- 1 � PANEL E INSTALLATIONS VALID FOR P WITH INTERIORLY REM co — NO I E. D. EDGE (SEESCHEDULE ON SHEET rD a 11) to& 11 '--.050" \-r/a' HaE o 6. O.c " N07E FOR COAIBIMA770N OF SEC170N5 DMIL 2 - INSiALA770M Of /14 SIDEWALK FLOOR/COUNG reouNnNG SCC77ONS CW BE - BOLTS O REMOVAB E PANEL COMBINED IN ANY WAY TO SUIT ANY 7NSTALIAiION. SCALE 1' - 1' CONCRETE ANCHORS (SEE SCHEDULE ) REO711R£D EQ. 1 I i I CONCRETE ANCHORS (SEE SCHEDULE) POURED \` CONCRETE- REOUIRED ( Min. ' I i r' SEPARATION To GLASS I GLASS j ( ! 1 H mil' Min. SEPARATION— f To GLASS 1 I I I I � 1 I 1 W ' I I ! W 1 I 3/J2PZWG ' a' EVERYSWID, I 1 jI T 6 0 W7/8' LVEf2' SrW 1. coot.L � 0. I o 12• o. a IALTERNATE LEG y �-LOC4770N 7 I NUT BOLL Jf/// /if % / / •//,� EDGE OF ALTERNATE LEG I I / (1r.7 SLAB ff �LOTE ON h I } APPU019 L �` OrA L zPOURED REQUIRED CCONCRETE'0( SE I!I i✓ CO CR� 1 CONCRETE ANCHORS J u' REQUIRED (SEE SCHEDULE) �I SECTION 12A .SECTION 128INTERIORLY REMOVABLE SIDEWALK BOLTS f; CEILING &. FLOOR MOUIVT/NG INSTALLATIONS CONN Tm ro IC HOLES Ar 6 O. 6' AT REAR I% 7/8'0x3/J _SECTIONS. 12 o evERr sL SCALE. 3/8' - 1' 6 NUr SOLr. '� ?i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) * 02017 nuEm,, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. Og 3 (2.25" DEEP) OWN Sr.. /# 'ORIQ?•f�'' EASTERN METAL SUPPLY, INC °'/" ��. ■ f� E C O `�!1 C. 42M NEST R°ADS DRNE ►/ONA1-'V,111 M yG ENGINEERINC.MCORPyYs 17-096 PMWE (�20�8261 AAK 561)84 ) ( )t+xr-1716 E8-000671J WALTER A BCE? Jr. P.E "' �'a" a'T I +�. fYA 1SON /— DRAWING Na. FLLWlOA Lio H'67 SHEET 9 OF !x v 0 ¢ M m N yy {y¢Nb y b n o T b� R N 4 .�.• OJ y a 13 y Ni H j@5] 2 2 2 2 2 2 *@ a A A r A� ?�. � • L p� GGSS. a� pap s a> v v QQQk� N • ^lFP�1 • • • N • a z ,� • a ° a 4 R. 2 : a a N • H !� N N - N mmamm a § b� R N 4 .�.• OJ y a 13 y Ni H j@5] 2 2 2 2 2 2 *@ a A A r A� ?�. � • L p� GGSS. a� pap s a> v v QQQk� N • ^lFP�1 • • • N • a z ,� • a ° a 4 R. 2 : a a N • H !� N N - N mmamm a § N 4 .�.• OJ y a 13 y Ni H j@5] 2 2 2 2 2 2 *@ a A A r A� ?�. � • L p� GGSS. a� pap s a> v v QQQk� N • ^lFP�1 • • • N • a z ,� • a ° a 4 R. 2 : a a N • H !� N N - N mmamm a § • 4 1114-0 LAG SREWS 0 6' as W/ 1/2' AG2 I THHFAO EIDr PENE7Ri1T10N TO 1 EXISTING WOOD HEADER '.SLk1 , ' i iDaso' u . 2' ' w •1 I 3 C-L 1 `WOOD 1 I T HFADEA o REQU7RID I m i o ALTERNATIVE f W i r• "Amm SEPARI770N TO T QASS c a I 7/B- O s `EkERr si Nur o O T2' ac- EL T l ED .Lao- L@ I •2'r Co 4-PEA `_•/6C fAC SCREWS` 06' R£OU/RED''',,,,,```......(�(�(' T/2' Anrr. THREADED PENE7R@, 2' x r RE M/DWTDTH OF PLATEM • ALTERNATIVE 2 i I I V1/ SEPARAOONTION ctau 10 I %32' 7 YG NUT a t2 O_ C q f I s >rJ S 1 7 C _ ant 0.500- ' �V410 LAG SCREWS 0 6- 2', 4• P aC W/ 1 1/2- AC. RIDU7RID • THREADED PENETW770N 0 AODIVIDTH OF PLATE ALTERNATIVE 3 1- x. 2' x .125' (ASn). ALUAL R/BE W/ 114. 0 .. 11410 LAO SCREWS 0 6' LAG SCREWS 0 6' D.C. C IY/ 1 1/2- AGR ,. W/ 1 1/2' Mim THREADED Pgw%T70N TO ErwwG REA0E0 P£NETRAt10N TO IS7WG WOOD HEADER p - WO00 !!FADER. L 1dR .500- O.?50' I•Mx, 1 SOD• ia250' 2 3 C-f. + 33 c-& Lu - ; WOOD HEADER REOUIRED I I � m WOOD HDiDER REOU/RED 1 0 I I 0 SIPAPIIONIG 2 CLASS r W �/Utt.0E7C , 1 7 § 7EK S R 6' O,C, i f - MINIMUM I r sEPA LATO SS GLASS. I BOLT I'// O x 3/J2• y< -- c'�'': j 4; 4 W718'ING I� n0 q r/a- 0-20 x O 12- O. C. 'r 1 SJ(7 AGrt. I BOLT IY/ 7/B' C 1< 3/31 ev.RrNur STUD I I 7 Cant 7/4 C LAC SCREWS '0' 6' Wppp SIUO 1 4' x . te'3' (M,' .) 63-T5 Aium, IUBE 4- PLATE' :. O.0 ri/ t t/2- Aft THRD70ID PENETRARON O 0 24' O a e i (1o.q .SOD• 7UR7ED ALLIKIDTH OF PLAT. FEQIARA® < AGt 7J f/4' a LAG SCREi35 O 1 CH (IA/DWLOTH OF I 2' I STUD, 2' Min. 0ZOL) AND 6GR ) W/ 2' RE4PEN£TR INTO •EX6RNG STUD, STUD, ALTERNATIVE 4 ALTERNATIVE 5 WALL MOUNTING INSTALLATIONS 114' 0 LAG SCREWS O 1/4' O LAG SCREWS .• 6' O.a W/ 1 1/2- .i0rt. - 6- O.C. W/ 1 1/2- Ar. THREADED P£NELRATTON TO WOOD HEADER THREADED PENETR47701/ TO �IX/S7INCWOOD0.250" rsvmG I ? 250 .soo` Max. 1 u- �Ll-- osc0' � 2 �• I I i 2 - i 1 1 �r I 4 Lr . I - I r i--WOOD HEADER CnL m l -I WOOD HEADER I OD HE MV COnf.m REQUIRED I I —SEPARATION TO CLASS 1- 3f Awou SEPARATION To — GLASS 7 RW BURO£X SCC REWS O 6• as • w a Q - O.Sa' I 4 11�• WIND NITr O EYRY W '- �• AOn. S7UD C 12' O.CI 1 t i i : 1'j i 1 I .0 .i C)jfj(��� 6 C—L • ---� .', 114 /( �-- r�0 L WOOD STUD a s BOLTS,W/7/B� 3/32 IY/KG h'Ui' O . it O. G 7T a ) 0 Q 1/4' D-20 S S. v'V BOLTS a 12' O. C. REi24' �1,1 ' c- W/ NUT fi IViiSH£R O LAC SCREWS O 1' x 4' x .t25' (MxL) 6 O.G W/ 1 //2- AIM. THREADED 6053-T Alum, 7UBE ( CnL ) PLAON o M/DIY/OTH OF PL47E OF (?) 1/4' o LAG SCREWS O r EACH STUD (M70177L7TH OF STUD. 2' LLlrL NOMINAL) ANU W/ 2• U.. THREADED PENETRATION INTO DOSTWO STUD ALTERNATIVE 6 ALTERNATIVE 7 INSTALLATION DETAILS ON SECTIONS A SCALE : Ile _ ,- EXISTING WOOD BUILDINGS • Ewe r,, No.44167 '_ N r.. ARE : imsTALLA7TONS ONLY ✓ACID FOR MAX. ASA DESIGN PRESSURE RA77NG UP TO +65.0, - -72.0 psf AND PANEL'S LENGTHS UP TO 4'-0' - �F :� 2. FOR WOOD FPWE CONSTRUCTION- VIOOD MEMBERS TO BE, SOUTHERN PINE N. 2, W/ �10R10���1��,�` SPECIFIC DENSITY OF 0.55 OR EQUAL. e FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) NOTE FOR COMBINA770N OF SECWNS• C2017 7XIEW. -wa 0.050" BERTHA ALUMINUM STORM PANEL L.C. WALL MOUN77NG SEC77ONS CAN BE COMBINED DEEP) OR DRAWN er. IN ANY WAY TO SUir ANY INSTALLA770N. , 1 L E C O EASTERN METAL SUPPLY, INC 07126117 , N C. 77LUT TESTING & ENGINEERING COMPANY aTss nv. s:u. s< sen ms, Y-•", a n .Drys 426E WEST ROADS. DRNE WE5r PALM SUCH FL J3407 PHONE (561)209-616L, M (561)641-1715 17-096 Fr .: LK41s7t-rva. rt,: CAosuTr-taTr EUM6719 m: ^ _ arr D21VttNC No WALTER A RELIT ,lr. Pr ROPolLi Ua 44167 ao rs-cu Ay SNf£T I7 Of 14 1/4' a LAG sCRala O 6' a a W1 f 1/2- W. THREADED PDVEM477DAI TO'ETISANG IV= � HEADER lI, C-L J i r�4' a 2D S. s ROLTS o f2. O. C. W/ NUT & WA57[£R / T Min ja250 f 0.500' ui Minl � 1 1 5 Cant. WOOD HFAD£R � R£OULT O t i s 1' lAINIMUM j o —SEPARATION TO I m" GLASS l y ALTERNATIVE 8 r i = r/4' d RW Bu20£X 1 15 y rEX SCREWS a 6' as A J%4-8°L/TSJYW/ 1 zK NG I -}� I NU7 0 ± Ir..`—.� t2' O.a \ i i ITOOD WA Rectaw f - MWLVL EPARAWA GLASS '1/4- d-20 Et CC male//ande . PANLZMAIE O 12' a c 0 p & Oro. c00 tlI/ r 7/8- M:o. P£NETRAIbN f (7Q t CONr. l 1 � 1 1 O. ' W 1/4' O_ LAC SCREWS 4- a c iYe r t/2- w THREADED P£REMAVON 70 EMST/NG 1900D BEAM Posmw •) 10 1/4• a L40 SCRE14S O 4' 0. C. W/ 1 1/2' W. THREADED PENEnM17ON TO EXISAVC WOOD SEW- ais7iVG EOu4CY )OD BEAM By rNNEER OR 8� LLCnt_. Bf/JUS lx•wmr i Cont. o t 2 t N 1 J/32' WWC NUT m 1 m t WOOD HEADER t W REQUtREO f W !' MINIMUM & O e 7MINIMUM SEPARATION TO " o SEPARATION TO ' 2 F-- 1 CLASS ! 2 CLASS 1 I !" MINIV640 i z SEPARATION TO j - CLASS 1 r 4 CONT. 1 j < ; NCO•. 'a t WOO DECH � 8 OR 9 1 tYQOD•OECK74 REQUIRE r � � 4 t • ConG 1 •. � AEO!/IRED j O Cant " T_�. a [AC SCREWS a i 0-20 ELCO W QD° 61. a C Yi/ 1 t/2• LGn_ rrale/!emote TNRFMED' PENETAAr10.V 'ANEMAM B 12°- REQUIRED O M:OWIDTH OF PLATE WOOD STUD 0 24' O, a REQUIRED I T r b62 1 1/4' a-20 S E 601 O L- 12- O. C.IY/ NUr & P/ASHER .--..'... _• ' 11 Cont. ' : y Y r . f25' (ML,.) 6063-75 Alam. TUBE (C-L) (2) 1/4' a LAG SCREWS 0 ALTERNATIVE 10 EACH STUD (WDiaDW OF STUD, 2' Ara THREADED ALTERNATIVE 9 tP`EveN"rnA) N°0 £ iSMIG SWO. WALL MOUNTING INSTALLATIONS SECTIONS A STALE: 1/4• m 1' NOTE FOR COGIBINATICN OF SECTIONS: FLDOR/ WALL/ CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANYWAY TO SUM ANY INSTALLA770N. ii NOTES: i. INSTALLATIONS ARE ONLY VAUD FOR MAX. AS.D. DESIGN PRESSURE R47WG UP TO +�65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9'-0 2. FOR WOOD FRAME CONSTRUCTIOK WOOD MEWBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR fOUAL. OUNL } ED I £O \\ '/ --i t • aW/ (OPEN PoSITION •) ZO a 3/4' t" 4' a [AC SCREWS O !/4' a G SCREWS O gp 7/B 4 4' 0. a W/ t t/2- Ara J/72- tYWC NUT 7HREAOED P£NETRA7/O.Y. •TNRFA°EO pEN£IRAACN 0 12 0. C. I MINIMUM 1 t 1 ALTERNATIVE I ALTERNATIVE' 2 #--SEPA TO CLASS i t cour. CEILING & FLOOR MOUNTING INSTALLATIONS f0 - ' ' 7/B' x 7/12.' NUT O STUD SECTIONS 8 SCALE . rl` Sr`4�`� p7�IS7�F ..LRAIN Aa,i�w•l` O.To�•••�.�T CDsWOOD •� HVRRILANE CaVDM0N PLATE REQUIRED (onT167 POSMON •) l ` A SECTION ® STUD TYP, TOP/BOTTOM 0,�.'.•;qo �QP,r ��4 �0� ALTERNATIVE 11 =•.FSS/pNAL��1Ga,��'� INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE Non High, Volocify Hitt ane Zone) x2o17 Rcrrco, H 0.050" BERTHA ALUMINUM STORM PANEL cc DEEP) aRAM Br- IL EC O EASTERN. METAL SUPPLY,. INC °' ATE - La>E �N�. T2Mr 7ESTING G ENGINEERING COMPANY sxA xr. Taw sc, m su, vAGN Gtwas tt store +268 W2sr RD4D5 O/dYE tfESf PALM BFACN. FL .A40J PHONE (561)209-B26J. FAY- (561)84f-1716 17-086 Nwrc : (m>,n-1am . r : [.mtJstr-rsl EB-CO06719 �r eur DRAWING No I AVER A 77LLD J .. P.E. FLORMA Lie. 44167 SHEET 12 OF 1+ SCREIYS 0 6' 1 112' MLN, PENETRATION TO' WOOD HEADER. 150' SCREIr a S. ! ENET A F' PLA E 0 O£PLATE Ifa'o L a a TY D JI BMWWNG S00' L1 •I'-, i i N000 W"A i BEQuaw I'Ny i SEPARATTON TO GLASS I DETaL z�rs-� i T SCREY/S. 0 6' r 7/z' wN PFNEfRAIL r0 O con!. L_J EQ T 1 1 6- Lac SW1 I 0. 0. f27/32 I ff' ' Is. 'PfN'ITETRAirpN' 0 1'M1037DTH OF PLATE. z a'P!A RED 0 ! tftREr REMOVABLE SrOEWF�LC BOLTS AT REAR Y/, 7fB'o 3 ALTERNATIVE 12A * ALT£RNATlVE:.128 * r7 E, r WALL MOUNTING INSTALL®T/ONS SECTIONS 12 * VALID FOR Max. +63.5;. —615 ps(. SCALE : 1/4• >= Y AS.D. DESIGN PRESSURE RATING. INSTALLATIONS VALID FOR PANELS tX USED JOINTLY WITH INTERIORLY REMOVABLE PANELS it-\ INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 'NN BOLT. rr_UMIMA LruTLUJIV& DUDE (Non High Velocity Hurricane Zone) C2017 ME= IM 0.050- BERTHA ALUMINUM STORM' PANEL (2.25" DEEP) L.C. Dl WN Sr.- Lr EASTERN METAL SUPPLY, INC ATE' C EC O'INC. <r W6S S ORNE', �� . iNC d ENGlN£FRlNC GONPANY si srcl� v�+a�G�w�vIS SACI. T(561 P09- BEJ. F rL SJl07 PHONE: (56r)T09-626J FAI: (.61)61r-17/6 17-096 rR�.urss EB-0006719 _ 7LTER A "fr Jr. P.E. r>®+a. ma no re-u. rra/r ormrimr ORArANG No 20R10A Lie. f<I67 SHEET 13 Or 14 1/4b sS MG SCREW 0 4- 0.C. YJ/! 1/2" MPL THRFADFD PFNEmmW EX157INC U/REQ E fVDOD BFAM REO STRUCTURAL ADEQUACY OF EXISTING F.TW f/4101 SS. LAO SCREW REAU TO Br CERWED a 4• oc rv/r 1/2' MK oR REO�RED D EER 7NRE9DFD PENE7RA170AF TO SHUTTER 4VSIALlATTAV, +/ I I I o SEE SCHEDULE ONO- FOR Min. SEPARATION -^ To Grass I f I Q I 1 � I J2' "a NUr 0 Ev.RY SPUD t0 0f2'00. Coat r SEE SCHEDULE MR M'm _ SPARARON ro QAW DE4v 2 L 10 Caa1. �- r.lzis L ALTERNArNELY, TRACK ® MAY BE ATTACHED TO HOLLOW COUNG AS PER DETAILS SHOVAY ON ALTERNAWYE 9A SHEET 15. //410 SS LAG SCRE7V O 4.' O.C. W/t t/2' MTN. I-FO '; -FADED PENEIRA-ON 015' I I 1 i I I � I I I I - J2• 110 12' 0. C, BREW DECK 11 6' ^S REDUtFEp —p"M DECK ^1t REQUiR£D 1/410 RAC. SCRrAS 0 4' C.C. WTERIORLY REMOVABLE PANEL©WI. W/f f/2' LEM 1HRFAOED PENETRATION f/410 L1G SCREiW 0 Z" Q.G MDEWAIK BOLTS,04r CETAIL 2) W/1 1/2' UfAL MSEAM P&VCV IQV CONNF�`iEC TC Lf 7j 7NRU 5/8b HOLES Al 1 0 6' O.0 & FASTENER AT REAR W 7/8'a>J/J2' tv1NG NUT 0 EYERY SIDEIYALK 8D1T, ALTERNATIVE f3A ALTERNATIVE 138 CEILING & FLOOR MOUNTING INSTAL AVMS SECTIONS 13 SCALE < 1/4- - i' 18 T/4 -2011- SS SG EZ" 8MM W/J/4' scores RFA0. FIXID ZO OOFTaORLY RFJ/OV PANEZ 7 7HRU IXHOT£ 2 O 6' QG t WIr/4 =20 NUr Ar PEVL O / > J/J2' H NG NUr O o e• D. a 1I P""� I I \ i I I SB75•--.i DETAIL 2 - INMufinnu ROLE O 6- or n 1!t r1' SIDEMALfr BOLTS O RMVAB E PANEL SULE 1'. f' SEF SCHEDULE FOR MLa. SEPARARON ' TO GLASS t/4la Ss- LAG SC 12* 7NREA0£D PENEM 4'> 8' (!fxL)'EgSDNG {Si70II 8FAt1 REQUIRED. STRUCTURAL ADEQUACY OF EXSDNG WOOD BFIW TO RE CEAMEO BY REGISTERED ENCWEER OR ARCHTTECr PRIOR / 1 TO'SHUrrm ws;ALLAnom \+/ 7/8' o r 3/J2' 19WC NUr;O EVERY STUD 0 12' 0. a 2 �i C SEE SCHEDULE FOR ML% _ SEPAunom TO GLASS I I .coat i 3 Q 1 1 m f g I y OEb2 2 y I a� 1 7/8' P z J/J2' r WING NUr.O Y�8 EVERY SAID 1 0 fP 0.G LEG LDCARO, I I AuuavaL£ LOCA-A I 111 4WD � s 2' > =fuaEOD -fY00D D DECK REOUARED 7WER/ORLY REMOVABLE PAUELOW/ AG SCREVs 0 4' QC f/Z' WM THREED N17ON SIDEIVALK BOGS .- EDLo HU5/B 1/4-0 LAG SC. REVS O 2' D.C.f/4'o 0 1/2' L4NOREDED PENE TRAI0NW/1 A f 0 6 0'C &FASTENBOLT.ED AT REAR VI 7/8'0>S/J2' WNC NUT O E'VERY s/DEYIA! K ALTERNATIVE 14A ALTERNATIVE 148 _CEILING & FLOOR MOUNTING INSTAL aTIONS SECTIONS 14 SCALE : 1/4' . I' NOTE FOR COMBINATION OF SECTIONS COMBINED IN Y WAY T s SUIT GIN eE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS COMBINED !N ANY WAY TO SUIT ANY INSTALLATION, NOTES FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02017 RLT£L'g via 0.050" BERTHA ALUMINUM STORM PANEL L.C. 1, INSTALLATIONS ARE ONLY VAUD FOR ASD. DESIGN PRESSURE RA77NG (2.25" DEEP) aRAUN BY: UP TO +65.0. -65.0 psf AND. PANEL'S LENGTHS UP TO 9'-O . FORr C EASTERN METAL SUPPLY, INC °' ATr_' 2. PIN HEY/ V1 SPECInC DENSITY OF W000 MEMBERS TO BE SOUTHERN I E C O INC. tuTE PINE No, 2, VI/ SPECIFIC DENSITY OF 0,55 OR EQUAL. � 4269 WEST tinADs DRNE TILL? TESnNC M ENGINEERING COMPANY IYESf PAW BFACIL IL M407 uxss R asV. sm. v wA w /q n L1ad PHONE (561)209-8 % U (561)841-1716 17-096 74 OF 14 BCIS Home Log In user Registration 1 Hot Topics , Submit Surcharge Stats & Facts i Publications Contact Us BCIS Site Map Links Search i bb--Vr a OOUSER: Product Approval Public User RF Product Approval Menu > Pmduct or Apolication Search > Application List > Application Detail ,71010 u; . •_rs FL # FL11968-R4 0 Application Type Revision aTtin ent r�lttitt9 !]�F x� Code Version 2017Z Application Status Approved Comments R Archived © ' •EVIEWED Fok Product Manufacturer Eastern Metal 9pPE CONIPLIA Address/Phone/Email 68Pwj^fE cOu ■ Wp"'T LWest Palm (800) 432-2204 N1 Irodriguez@easternmetal.cso % Authorized. Signature Bill Feeley bb frodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration. Date Validated By File COPY Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 Evaluation Report - Hardcopy Received Walter A. Tillit, Jr. PE-44167 National Accreditation and Management Institute 12/31/2020 John Henry Kampmann Jr. ® Validation Checklist - Hardcopy Received Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY. INC. DRAWIU CERTIFICATION OF INOEPENI)ENCE.PD t '. CERTICATI• EASTERN••r •. COI EASTERN METAL SUPPLYi INC.r; r• CERTIFICATION OF INDEPENDENCE.PDF COI EASTERN METALDRAWING r•• CERTIFICATION OF r . r.. Referenced Standard and Year (of Standard) Standard ASTM E330 SSTD12-99 Year 2002 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 EDuiv EASTERN METAL SUPPLY. INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E- OW 1114 1;*= ••:.IIW, IT I'.i a1 • \ :ail \ � \ y Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 11968.1 0.040" Bertha Aluminum Storm Panel (2:25" Deep)- Non-HVHZ - Drawing Number 17-094 Limits of -Use Approved for use in HVHZ: No Approved for useoutside HVHZ: Yes Impact Resistant: Yes Design Pressure:.N/A Other: Large Missile: Max. -span is IT-0" for +25, -25 p.s.f. and 4'-0" for +125, -130 p.s.f. for sections 14 314, 6, 7, 8, BA, 9. and 11, See sheet 10 of installation ,drawing for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996, _ 0.050" Bertha. Aluminum Storm Panel (2,25" Deep)- Non-HVHZ - Drawino Number 17-096 Limits of Use Approved for use In HVHZ: No. Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large,Mlssile. Max. span is 12'-11" fors+30� -30 p.s.f. and.8'-2" for +75, -80 p.s.f. for mountings without "h header. See sheet 5 of installation drawing for other spans and pressures. Valid only for wind zones T,2 & 3.as defined by ASTM E-1996. 11968.3 124 Gage Galvanized Bertha Steel Storm Panel (2.25" Deep)- Non- HVHZ Drawing. Number 17-095 Lirilits of Use Approved for use in HVHZ: No, Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large -Missile. Max. span is 9'-8" for +30, -40 p.s.f. and T-Z" for,+70, -80 p.s.f, for panels mounted without "H" header. See sheet 4 of installation drawing for other spans and pressures,Valid only for wind zones 1,2 &.3 as defined by ASTM E-1996. Corrugated aluminum storm panels retained or not by tracks to provide hurricane protection. Installation Instructions FL11968 R4 II EASTERN METAL SUPPLY2e INC: DRAWING 17-094 U,040'D RTHAAUIMINUN StOR-PAtitt t)df Verified By: American Test Lab of South Florida Inc, Created by Independent Third Party: Yes Evaluation Reports' Corrugated aluminum storm panels retained or not by tracks to provide hurricane protection. Installation Instructions E113968 R8 11 _1E&9jERN MUALSURM, INC_.- Rj2 AWLNG 17-096, 0 0S0 EFRTHA ALUMINUM STORN PANEL.15DE Verified By: American Test Lab of South Fiorlda Inc. Created by Independent Third Party: Yes Evaluation Reports F1.II9fiR Ad AF FASTERN METAL SUPPLY. INC, DRAWING Created by Independent Third Party: Yes corrugated galvanized steel storm panels retained or not by tracks to provide hurricane protection. Installation instructions FLI1968 R4 11 EASTERN METAL SUPPLY, INC, DRAWING 17-09S 24 GAGE +ALVANI2E BERTHA STFEL STORM PANEL,PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports 1-1968.4 Clear Bertha Storm Panels (2 1/4") - corrugated polycarbonate storm panels retained or not by Drawing -Number 17-098 tracks to,provide hurricane protection. Umits.of_Use Installation Instructions Approved for use In HVHZ: No F11968 R4 it EASTERN METAL SUPPLY. INC, DRAWING Approved for -use outside HVHZ: Yes 17-098 CLEAR BERTHA STORM PANEL 2.2S.PDF impact Resistant. Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max/ span Is 10'-0" for +28,-28-p.s.f: Evaluation Reports A.S.D. and 4'70" for+105,410 p.s.f. A.S,D desgin'load. See FI I1968 Rd AS EASIERN M -TAL SUPPLY, INC,DRAWING sheet 3 of Installation drawings for other spans and pressures. 12-0oR -PRODUCT OF EVAIUAT ON-RCPDRT,PDF Valid only for wind zones 1,2 & 3 as defined by ASTM E-1946. Created by Independent Third Party: Yes mrq Nest CollInCr t :; �, �101 Rinir 9t6n. Rend. Tnllahassao FL 32399 Mean! 050,487.1024 The State ofFlorfda Is on AMEM employci, Snowila h1 2007-ROI a Stki of FMrlda.:t eCVAty cemPmrnr t: Acrnssihilnv eteteme, Under Florida law, email addresses arc public records. tf you do not want your *•mall address raleased In response to a public -records request, do not scud eleetroolc 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(i), Florida Statutes; effective October 1,2012, licensees licensed underChapter 455, F.S. must provide the Department with an *mail address If may have one. 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