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HomeMy WebLinkAboutProduct Approval storm panels 0 ............. l BCIS Home Log In j User Registration Hot Topics Submit Surcharge € Stats&Facts Publications Contact Us BCIS Site Map Links I Search i F1 dda Eve Product Approval .., :USER:Public User 9 C" Product Approval Menu>Product or Application Search>Application List>Application Detail iP�PAd e7 V, OEM 0���� t FL# FL11968-R4 �Oq Application Type Revision Code Version 1 Application Status CApprove Y �/ i Comments Archived Product Manufacturer Eastern Metal Su Address/Phone/Email 4268 Westroads Drive ar West Palm Beach, FL 33407 (800)432-2204 �> Irodriguez@easternmetal.com Authorized Signature Bill Feeley C 1 Irodriguez@easternmetal.com Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Pan Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer s Evaluation Report-Hardcopy Received j I Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr. 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. { Validation Checklist-Hardcopy 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 SUPPLY2c INC. DRAWING 17 094 CERTIFICATION OF INDEPENDENCE.pdf i I Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD12-99 1999 i Equivalence of Product Standards J Certified By I Florida Licensed Professional Engineer or Architect FL11968 R4 Equiv EASTERN METAL SUPPLY,INC. DRAWING 17 'I 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Eq'uiv EASTERN METAL SUPPLY,INC. DRAWING 17- 098 LETTER OFIEQUIVALENCE SSTD 12-99 AND ASTM E-1996.13DF FL11968 R4 Equiv EASTERN METAL SUPPLY,INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY2c INC. DRAWING 17'094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 j 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 Corrugated aluminum storm panels retained or not by t acks to (2.25" Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 17-094 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY2c INC. DRA ING Approved for use outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.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 12'-0"for+25, -25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f. for sections 1, 3,4, 6,7,8,8A, FL11968 R4 AE EASTERN METAL SUPPLY2c INC. DRAWING 9 and 11.See sheet 10 of installation drawing for other spans 17-094 PRODUCT EVALUATION REPORT.pdf and pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party:Yes ASTM E-1996. 11968.2 0.050" Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25" Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 17-096 Limits of Use Installation Instructions (I Approved for use in HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING 17- Approved for use outside HVHZ:Yes 096 0.050 BERTHA ALUMINUM STORN PANEL.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 12'-11"for+30,-30 p.s.f. Evaluation Reports and 8'-2"for+75,-80 p.s.f.for mountings without"h"header. FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING See sheet 5 of installation drawing for other spans and 17-096 PRODUCT OF EVALUATION REPORT.PDF pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party: Yes ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel (2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ- Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING 17- Approved for use outside HVHZ:Yes 095 124 GAGE GALVANIZE BERTHA STEEL STORM PANEL.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 9'-8"for+30,-40 p.s.f. and Evaluation Reports 7-2"for+70,-80 p.s.f. for panels mounted without"H" header. FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING 17- See sheet 4 of installation drawing for other spans and 095 PRODUCT EVALUATION REPORT.PDF pressures.Valid only for wind zones 1,2&3 as defined by ASTM Created by Independent Third Party: Yes E-1996. 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions it Approved for use in HVHZ: No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING 17- Approved for us HVHZ:Yes 098 (CLEAR BERTHA STORM PANEL 2.25.PDF Impact Resists t Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: Created by Independent Third Party: Yes Other: Large Missile. Max/span is 10'-0"for+28,-28 p.s.f. Evaluation Reports j A.S.D. and 4'-0"'for+105, -110 p.s.f.A.S.D desgin load. See FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING 17- I i i I LI I I sheet 3 of installation drawings for other spans and pressures. 098 PRODUCT OF EVALUATION REPORT.PDF Valid only for wind zones 1,2&3 as defined by ASTM E-1996. I Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,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 e-mail 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 45 5.275(l), 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.IThe emalls 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 cclick here. Product Approval Accepts: W AM 99 M Credit Card i I i I i ' I i 1. STORM PANEL SHOWN ON THIS.PRODUCT EVALUATION DOCUMENT(P.E.D.)'HAS BEEN VERIFIED FOR COMPLWNCE:IN ACCORDANCE WITH THE 2017 (6th EDITIONJ) F THE FLORIDA BUILDING CODE '(B) TO EXISTING CONCRETE BLOCK WALL:ASTM C K. THIS STORM;PANEL SYSTEM SHALL ME BE/NSTALLED,AT'HIGH VELOCITY HURRICANE ZONES(MIAMI—WIDE./BROWARD COUNTY). 114 0 TAPCON.ANCHORS MANUFACTURED BY I.T.W. BUILDER —7/4^0 X 7/6' ;CALK—IN ANCHORS OR ELCO'MALE& FEMALE,PANELMATE"MANUFACTURED BY POWER FASTENERS, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, AND ELCO CONSTRUCTION PRODUCTS,..RESPEC7NELY FOR A W/ND SPEED.AS:'REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS.WILL BE INSTALLED,AND,, —7%4'0 X 3%4"-ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS.SCREW,•BOLT&SPECIALTY COMPANY. .FOR-A OIRECTIONAGtY.FACTOR HG=0.85, USING ASCE 7-10 FQRINSTAUATJONS UNDER 2017 FBC AND SHALL. - NOT EXCEED THE MAXIMUM(A:SD.)'DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4:&S NOTES: IN ORDER TQ VERIFY IHE ABOVE CONDITION,,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10: 8,.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO PANELMATES INTO THE CONCRETE BLOCK UNl7 SHALL'BE SHALL BE.FIRST REDUCED TO A.S.O.DESIGN WIND LOADS BY MULTTPLYING THEM BY 9:6',I1V.;ORDER To 'T 1/4" TC COMPARE THESE;W/MAX. (A,SD) DESIGN PRESSURE RATINGS INDICATED ON;SHEETS 4.&.:S: 8.2) 7/0"CALK—IN ANCHORS AND 3/4"-SOLID S£T,ANCHORS..SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK STORM PANELS ADEQUACY FOR IMPACT AMC:'WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION f6G91.2 OF ,UNIT.NO EMBEDMENT.INTO STUCCO SHALL BE.PERMITTED. 7HE ABOVE MENTIONED CODE AS PER ATL REPORT pia07-01,AND J0763:01-07, PER IMPACT TESTING EQUIVALENT TO 1/4.`0-20SCREWS USED SHALL BE 1 1/2'LONG'MINIMUM.SHOULD STUCCO EXIST„ .ASTM E-'1996,STANDARD&ASTM'E 330-02 STANDARD, LIMITED TO INSTALLATIONS WITHIN-WIND ZONES,1, 2•&3 AS DEFINED AND 1'MINIMUM FOR WALLS WITH NO STUCCO. BY'ASTM E-.1996-STANDARD.. B. 1N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS B£FOUND ON THE EX/STING,WALL, 'ANCHORS SHALL BEZONC ENOUGH TO REACH THF MAIN STRUCTURE .9. CLEAR BERTHA`STORM PANEL SHALL BE,EXTRUDED.USING ANY OF THE FQLLOW/NG-POC-,'CARBONATE SOURCES-WITH.THEIR BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B.1)&6:2)ABOVE. CORRESPONDING MODEL.NUMBER,• .. '(G)ANCHORS.SHRLL.Bf INSTALLED FOLLOWING ALL OF 774E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S GENERAL ELECTRIC PLAS77CS YEXAN 103 MANUFACTURER:' DOWN'CHEMICAL CALIBRE'302 V-6 7, PANEL MAYALSO BE INSTALLED HORIZONTALLY FOLLOVIfNG INSTALLATION DETAILS"SHOWN ON,SEC77ONS 7 THRU 5, SHEET 3 CAVESTRO, LLC MAKROLON POLYCARBONATE SHEETS of:5. B. STORM PANEL SHALL BE REMOVED.AFTER'THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. AAINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCAR80NATE5 ARE AS.FOLLOWS:, 9.IT SHALL BE THE RESPONW811-17ri OF THE CONT__RACTOR TO.VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO --7YRlCAL PROPERTIES - APPLICABLE-STANDARD-REFERENCE - RESULT -BE RTTAOHED'TO INSURE PROPER ANCHORAGE PHYSICAL 10.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANELSHUTTER IN .SPECIFIC GRAVITY ASTM D792 1:20 G/CC ACCORDANCE WITH SECTION 7.709.9.3:OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. .MECHANICAL: LABELING TO COMPLY-WITH.SECTION 1709:9.2 OF.THE FLORIDA BUILDING CODE. TENSILE YIELD STRENGTH A57M 063E 8;700 p.s.i. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK-ATL SHUTTER COMPONENT EDGES WHICH REMAIN IN.CON77N0005 CONTACT _FLEXURAL STRENGTH AT YIELD .ASTM 4790 .12,500 p.s.i. 'WITH THF.BU/LDING TO.PREVENT WIND/RAIN INTRUSION:CAULK AND:.SEAL SHUTTER-TRACKS ALL..AROUND.FULL LENGTH. FLEXURAL MODULUS ASTM 0790 340,000 p.s.. 72.STORM PANEL INSTALLATION/SHALL.COMPLY WITH SPECS INDICATED 1N THIS DRAWING PLUS ANY BUILDING AND ZONING j4PACT: REGULATIONS.PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPLIED TO. NOTCHED IZOD -ASTM D256 18 FT—!b/in 13, (A) THIS'P.E.Di.PREPARED BY THIS ENGINEER,.1S GENERIC AND'DOES NOT PROVIDE.INFORMATION FOR A SITE SPECIFIC FIRE BURNING CHARACTERISTICS: PROJECT-IE, WHERE THE SITE CONDITIONS DEVIATE FROM.THE P.E.D. SMOKE DENSITY' ASTM:02843 75 (MAX) (B) CONTRACTOR TO.BE RESPONSIBLE FOR THE SELEC770N, PURCHASE AND.INSTALLATION INCLUDING LIFE SAFETY OF THIS RATE OF BURNING ASTM,0635 C-1 CLASS,(MAX) PRODUCT, BASED,ON THIS P.E.D. PROVIDED H£/SHE DOES NOT DEVIATE FROM THE COND?IONS`DETAILED ON THIS ,SELF IGNITION ASTM 01429 '.650 'F DOCUMENT. CONSTRUCTION SAFETY-ATSUEIS THE GON7RACTOR'S RESPONSIBILITY. (C) THIS P.E.D. WILL.BE AONSIDERED INVALID IF ALTERED BY ANY MEANS. J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-716 ALLOY`& TEMPER. (D),SITE SPECIFIC PROJECTS SHALL BE PREPARED.BY A'FLORIDA.REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD°(EO.R.)FOR THE PROJECT AND:WHO:WILL BE'RESPONSIBLE FOR THE PROPER USE OF THE 4.,ALL SCREWS TO,BE STAIRLfSS STEEL 304 OR 316 A151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN P.E.O. ENGINEER OF RECORD, ACTING.AS'A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS 50018 W/'SO KSI YIELD.STRENGTH AND 90:KSI TENSILE STRENGTH&SHALL COMPLY WJ FLORIDA BUILDING CODE (ATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. SECTION 2411.3:3:4. (E) THIS P.E.D. SHALL.BEAR THE DATE AND:ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD 5,.BOLTS TD:BE ASTM;A:3Q7, GALYANIZED OR AISI 304 SERIES STAINLESS STEEL,:WITH 36 KSI.MIN. YIELD STRENGTH. THAT PREPARED,I7.; - 6.,ANCHORS TO WALL SHALL BE AS FOLLOWS;-SEE SHEET 2'OF 5.FOR APPLICATIONS (A) TO EXISTING POURED CONCRETE.- = 3.KSI 0'TAPCON ANCHORS MANUFACTURED'BY I.TW BUILDEX THIS DRAWING SHALL ONLY BE USED TO 1/4"'0 X 7/8"CALK—IN ANCHORS OR ELCO MALE&FEMALE '7?ANELMATE"MANUFACTURED BY POWERS FASTDVERS INC aaalalNAleloJy�-ll(,�j� . OBTAIN PERMITS IN.THE STATE OF FLORIDA $ RESPECTIVELY, {{/l�a AND£LCD CONSTRUCTION PRODUCT .(g.a 1/4 ,0'k 3/4 ALC POINTS SOLID SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BOLT& SPECLAL.TY:COMPANY. {{ ••••• {{y�Q r�}GEiV3yt"" d9 NOTES:; $� �+^ FLORIDA BUILDING CODE (Non Nigh Velocity HUrricane Zone) A. MINIMUM.EMBEDMENT INTO POURED'CONCRETE OF TAPCON.ANCHORS IS 7 3/4"AND FOR ELCO PANELMATES IS f 3/4.".. ; t" fill•44... Ij INC - CLEAR BERTHA STORM PANEL ORaWN+BN A 2)7/8"CALK,-;IN ANCHORS AND 3/4''SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED.WTO THE POURED CONCRETE. c= ?.*gr 2.25"DEEP c NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 07/zs7't7 7/4'.0-20 SCREWS USED SHALL'8E 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'"MINIMUM FOR WALLS ' WITH No sTLicco. l(QR� ' EASTERN METAL SUPPLY, INC VA TE / ,� E c o,N�. ,�6� RC41D5 A3)IN,CASE THAT PRECAST.STONE, PRECAST CONCRETE PANELS. OR PAVERS 8E FOUND ON THE EXIS77NG WALL OR FLOOR, F ••• Ll DRNE ANCHORS SHALL 8E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND:SUCH PANELS, ANCHORAGE SHALL BE AS ''�i�SIONA sn+:NO,&ENGIN£ERINC COMPANY M17 PUM BEt�H.R 33407 17-098 s1.se.,.ia1,�5rasr rte,'n s/+ee' INDICATED ON NOTES A.1):&A.2),ASOVE. `�.I/�/Ii/t n. :.f' d7Eg-p00s719�)nyS3+ OR4n1xG hw amsmr -a+r WALTER h''7/LUT Jr.-P.E.' OF 6 FLORlOA U.. 44167 a cx;.x o/xJe. ; ;•�—.. CpNl.RE�tI:.A//C7� ., 8G1aPulw--f- � 6.000.:,----.--; 1.500'-f--4.500' ^1.5D0" 4:500" 7,500' 1.500" - 4.500." _ _1.500" FT, W A9RKW MW N N ..,Y00't+IOS IOCERANCE' �, �-0:100"f'IOS"TOLERANCE �.' 2.125' 3:875 !- 2.125` L2.125'13.875' CLEAR PANEL- f_Aa .HALF CLEAR .PANEL ,, A 27.120 �24.00D" 1500" '" 4.500' iSoo 4:500" 11500' i-� 4!500' 1.500'=1---4,500' i.'1.500'-1, r ^e As a"vlxattlC(8a7 +� 1 4 ' CONCRF7E.ANC7rR5EE SCNEOUIE ,_.,i'-?.. N STORM PANEL TYPICAL ELEVATION ..: .100'.t!OA 70LEM CE 125'--�--�--3875" -�-2.125' 3:875' - 2:125'—i , t/4'Moc cw t/9'.Mar.c<v . DOUBLE WIDE CLEAR PANEL � 4 1 ` _, t66 � � o���� i9�• �' r/a•r s s samtovmt.""j�'s25F g ,_,.1 rsx7r0 ro.u�wzr .G2s' qh i �,___ 7 oras.t m ,a�T' ` A -i 3.000'.Vax. 7875' 2, 3" ANGLE'BUILD OUT 0 "fB" B•0: "F" TRACK"ANGLE 1 „ „ . 6ST VARIES BRACKET F, TRACK `5: 'REVERSED F ANGLE , MINI WALL 1,75M.0,632" DETAIL r:s va rr r.:,n� TRACK ANGLE WITH:STUD HIM N?w"+�KT .125' ,:625' oiy� p' PON N71 TS ;iORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1 NA.441 hiMM AC: CLEAR BERTHA STORM PANEL m4wN 8t`. 225 DEEP lc •_. i a omoNac) -,$; :'. 07/26/77 £ASTERN METAL SUPPLY, INC Urr 107' 2x5 (MAX)x//8 08 KEY HOLE AT PANEL, �9 ' _KEY HOLE R WASHER ^•�. 4z6e wEsr ous GRrvc slos-Ht.z�.W-Alm, �i £ST/NG,&'£NGINEERAG CGNPAur ANGLE.WITH. STUD `rS/QNAL _5� MT PALM ft Js 6enc� a7 r7—o9a '!!'����!I/Illd/ s( Migjyl,Vtcs: �a¢w arsrtnr nrt DRaN7Re fla wtr. enw 0®.f,9M• :wN:7ER-:A,7/LL77'.Jr.,P.E. .':'t 'aa.u-dt..:wl./ s :: SHEET 2 0f...S... n oR/LM Uc [4767 'GUK,-WS OR 400 TEXTRON S Con t. 7/8`x J/!2"W&JG : \ IiW/$U/tAE(TAPCONS ITW/BUIVEX TAPCONS, NUT O EVERY SND O DELA" O®W/114b 20 POWERS Y%STENINC ITWIGUILDIX TAPCONS OR POWEW,FASTENAK;CALK=INS i2"D. C.STAGGERED SIDEWALK BOLT PR O�JB W/� CALK-INSOR E2Cb .POWERS FASTENING CALK-INS, OR aco TEXTRON PANEUTATE TO ANCHORS W/114 11 DOLT: 7E:XTRON PANELfXAlE E D.. (SEE SCHEDULE FOR.SPACING). .875 (S£E:SCNEOULF'FOR SPACING) '�� {SEE SCHEOL/LE FOR f (SEE S HEOUIE FCR SPACIITC). i, n E D. SPACING), :. U 2-:Cont CONCRETE PPUREO j• }} ( t• } _ .SOD"..... R£OIAREO POURED E.A .I 'POOPED ) 1 CONCRETE' C A I CONCRETE-� E.D. REQUIRED REQUIRED POURED 1/4;0-20 k J/4" 4 \ CONCRETE: BOLTS Wr 7/8 'x \\ J , r \ \ \\\.: I •� RE U .\ 1,4'0 20 x I' I 3,32"WING NUT t 10,0 r u, O S.'/B M I. 7 um SM ARATPoN WWC NUT SETARAROM Moz TD DaSRNG i IO G (SEF SCREVULE) PANEL LEMGM TO 4X=NG'L LENGTH CLASS ' F-' I _ (SEE SCHEDULE) Ol45S .. PANEL LENGTH 1/4'0-20 x 1' J 10�c (SEE SCHMIE). S S.M.5. W/ I Har Gvss I 7/9"x.s/sz• PANEL LENGTH . :LWNG NUT /.' , 7/8'r J/JT' O+1?'ox. 6,E) am, POURED POURED i (SEE,SCHEDUL£I {HNC NUT O I. 10,'1 d CONCRETE I �.C7 CONCRETE �. STUD , 0 12 L OR'CONCRE7 OR�K RETE E \,. ^� BLOCK WALL E.D. �, REQUIRED /� .� B R£OURED :D. ... BJ/32'onsWW/NG NUT S CONCRETE E-D. rg -1- - - - -- ---- - -- - - - - ---- — ®-12"ac. --- - ALTE77N47E - -T: 7 Co,Pf, OR CONCRETE \ L9 LEG LOCAZION t - BLOCK WALL REQUIRED lIW BUILDIX TAPCONS� CALK-INS OR ELCO MCX;N f :500" - .POWERS SOR-FLING PANEUMA7E O�JB W/�4 0 20. CA1K-INSOF ELCO-= ( I\, I POURED � T.DOD•. `\ \ \� CALX-AISSIDEWALK BOLT OR®„¢j W/ TEXTRON PANEUMTE - CONCRETE-% (SEE SCHEDULE FOR SPACING) , °J Cont. W,1/410-20MOSSHE0 BOLT'- (SEE SCHEDULE. :� 2 Coal. REQUIRED E D. (SEE SCHEDULE FOR SPACING). FOR;SPACING).: - E A I7WISUILDEX'Ti4PCONS OR .�' POWERS FASTENING CAUK-INS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (D. M.) (SEE SCHEDULE'PoR SPACING). SECTION 1 SECTION 2 BUILD OUT INSTALLATION CEEM .& FLOOR MOUNTING INSTALLATION SECTION 3 SECTION 4 lltY/BUICDEJC TAPCONS OR E.D.�--�: '-' POWERS FASlEN/NG CAUf-INS � POURED CONCRETE (SEE SCHEDULE FOR SPAC/NC1. REQUIRED CaL5 E0ID0E/9di0%/ggx'9. I�Vb 01x I's. M-S 12 �;t_,�jj, SIDE,WALK'BOLTS ARE J/4'D,V!IH/CK :NOTE PoR:CObLB/NAT/0N OF SECTIONS: ,.`�e � 7/8”z 3/S2T TYING NUT O 12 a c - l7 TH v c HEAD:MACHIN£SCREW W/LENG T MINIMUM } .' SEPAR4770N TO Mor. AS PER NOTES A.2 do B 2..(SHEET 7) EX/SRNG GLASS - PANEL LEWIFI - WAEL/FLOORIC£1LING MOIINRIJG SECTIONS CAN BE $ ,�'�"�'67 (SEE SGN�ULE). TRUSS'HEAD BOLTS ARE 1 2bx T/8TH/CK COMBINED 1N ANY WAY TO SUIT ANY INSTALLATION. � � NG AS NOTES A.2:k 8.�(SHEET t). •. 7,410--20 x 1" .. ;, . S.S.M S. W,, 14 1,. 7/8n x 3/32 �,_ rf �. 1 oe., 7,(,,I`tY. E- 'FLORIDA EDGE DISTANCE +' �IVT�/f��*SHS4 OFONV V7. 4�ALTERNATE LEG LPC4710FPOURED CONCRETEINSTALLATl.4N DETAILS BUItD`ING CODE ('Non High Velocity Hurricane Zane). REQUIRED / - /. 1' ,•/ L �ad1T n iEcd.me CLEAR BERTHA STORM .PANEL DRAWN or t7wjBumEx vAPGDNs aRc SCALE: J/8" 1" 2.2?DEEP) LL: PWWERS fA57EN1NG CALK-INS E 1% (SEE SCHEDULE PDR SPACINC), E D. D7/261t7 L E C.Q,A m EASTERN METAL SUPPLY, VC wTE NEIL/NG'Br FLOOR MOL/NTlNG INSTALLotT%OAI 4ZSd.WSS;Ra;61,I)MVE. TILUT•TESUNC'h ENGINEERING COMPANY, WEST PAW 8EACH,R.J3467 47-096 SECTIONS 6 6SKW']6GL yY 5TaI6;VaCAW&Vv"A Alt6 P/mri,:(�r)pTr-ro,14.R:r!AAASM71-14Jr DRAWING Nn ' E8=000b7t3 WALTER,A.7/CL?✓r,:P.E.' r. .M°1°-c'1r + I - ... SHEET J.of 5. FL MIA,Lia 44167 x' :MAXIMUM ASD DESIGN PRESSURE RATING b-9 f) WIN CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ft.) AND CORRESPONDING' ANCHOR SPACING "S" (in) SCHEDULE OR CONCRETEFsi1OCK � FOR INSTALLATIONS IN CONCRETE. CONCRETE BLOCK AND ( waLL REoutREO.EL uARIEs g DR ,NR,O CUT PAN M". y Ac+aTMuu ASD Mw:,PAKt1 tETYOM AkCrroRs�ACRlGs S'(a J u. J'WOOD FRAME STRUCTURES CONCRETE ANCHORS 5" OLFuwN L(R)• .SEC/RFYS Z.5,s 5E"CY/QN :: POURED CONCRETE _ '_ DRI']•I.OR(ff•l0R I /3 PRE55tiW .09.5'CLEAR LEM SbCWN.4(&MOM) (lOP/Btl & k SfGRON f 0'OP).: I DR CONCRETE BLOCK RAf7AV(P>•L) S1ARM Al,Li, N t• TRIM WALL REQUIRED. +28.0 -2&0 10'-0." 7` 12' 12• 3f05-HY4 OR 1. i ill .6063-T6 ALLOY 2500• ^:•C \ 1}y C-L Alum.ANCLE Min. L +2B.0,.-30.0 3:-8' 7" l2- 12• Uy T 1 PARIES +300. -JaD 8,-4;7' 7' Y2" 12• CASE A .(Plan) +35:0, -40.0 $`=q' 7' )2' 12' ! J 2' 4 4'x.OR72. POURED CONCRETE i MOX, 6705-T6 OR OR CONCRETE BLOCK, i X1//4.O'.C. 6063-It.ALANYL +4010,--45:0 T-1'1' T 12" I2' WALL,.REQlRRfO, �_. !-®Z4'0.C. Cont.At...ANGEE. 2500' W/JACKNUT +45.0,,-50.0 7=6' 7� IZ` I2" 2500 CASE S (Elan1 CONCRETE ANCHORS 1 Mia. .... .0 72'o.c. "1 t50.01 -55.0 T-2' 77 12' +55.0, -60.0 6'-70' 7' 12' 12' 1.000' ... ALTERNATE LEG LOCATION POURED.'CONCRETE OR CONCRETE BLOCK +60.0, -65.0 5'-7- 7- 12" 12" B'x 3"x Q.55'TO WALL REQUIRED. 2'x'S'z.055"Cont M'n, \ +65.0, -70:0 Alum.ANGLE OR '1.SX --� 5'-3' 7' 12' 12" OBD'Jf05-H154 SHEET REOp) METAL'Alum. BENT PLATE. \\ +70.0, -75.0 5"-10" 7' 12' '12' 1!=8.0.DISTANCE +75.0, -80.0 5'-6' 7' 12" .12" I ! +80.0, -BSO 5'.-2" .T� C 12" 12" 'CASE C (Pla»1 +85.0, -90.0 4:-11' 7" 72' t2" +90.0, -95.0 4'-8' 7' 72" 12" 2'x J'x.093'3105 H-14 OR 7 t 6063-78 ALLOY Cort.Alum:ANGLEWinf,ANCHORS 0 12'a, CASE E (Elan) +95.0. -100.0... 4'-5' 7' 12" 12` 1.000' -�1 SCALE., 1/4'-*1' +.100.0, -105.0 4'-2• 7' f2' '12' .� 2114`.CAP 7;000 +705:0,.:-110.0 4'-0` 7' 12" 12' oho ON B E END CLOSURES DETAILS Min. PANEL LENGTH 15 .'b-0' "{7 } WALL.REQUIRED. _ AN�rflnas�Fc.ENn '�" '•:� ;� S6ALE 714" = I" "MAXIMUM-..ANCHOR.SPACINGS ARE VALID FOR--_ -.__- -- ANCHORS 3 7/2'EDGE DISTANCE FOR E D.LESS THAN TYPE SPACING �+ / 3 l/2,.REDUCE ANCHOR SPACING:BY CASE D (Lia MULT7PtYINC SPACING SHOWN ON SCHEDULE BY 1 THE FOLLOONG FACTORS (NOTE:;Fbn, PANEZMa7ES 3.0" 1111 �� 71�C(�j.SL E D.H16 CALK-lN ANCHORS I62 !/2 . a Q�••^t t/ � ( 9 } FOR TN/S OPERA77ON TD BE POSIBLE REDUCED G4CK-IN 25" ,�6/ •' GEN,S�t'•. SPACING 08TAINED USING FACTOR SHAt1 NOT BE LEM rHAN M�NrMUM VACrNG INDICATED.FOR 16� FLORIDA BUILDING CtltlE Non High Velocity Hurricane Zone EACH ANCHOR TYPE AT"ANCHORS'LEGEND c2017 m7Ec0„ 'CLEAR BERTHA STORM PANEL DRAWN 64 FACTOR: ,,. : #' (2.25'DEEP) La ACTUAL E.D: TAPCON/ CALK-IN �'vr�C •' O7/OA7E77 PANELIdli1E5 !�IORSOP'" :1 IL E�C O tN:c.. EASTERN AFETAL, SUPPLY, INC 3.' .B6. ,. .75 �� 4268 WFSf ROnOSOR/YE •• T TESTING 3'ENO/NEER/NG COMPANY WEy7 pyjd 2 1/2- .50 ��y'li;O7i%VIIR/L/N�Ar'. 8gj0yFL J3g07 r7-o9)I. rtun..Fm+Nn-l31o.s:f.K6MTi-rve ;,m:K. o®5•lar' urr mr.r: .tom ... eut oRAMNc Ne SHEET 4 OF,3 11410-20 aCO mole/Temo/o e•r e'(ti�,J E.nsnNc '.'WOOD HEADER WOOD HEADER PANQMAIE O 6'o.c W/, wa00 HEADER WOOD.BENd PEOUSIIN REQUIRED.. rR.OUIRED, 17/B N'n.PFNEIW770N OR ;REOU/RED. STRUCTURAL`REQUADEQIRED. .;/14.$.$.NIX.WASHER i. )%}0-20£LCD male//emok - OF-.0077MG MOD BEAM 7 4 6�20,'ELCD of Iemale PAN MATE HEAD,WOOD SCREWS W/ I PANELMAlE O,6,'0.5.W/ / TO'BE CERnFIlb BY / . / EL .I i I/2"Nln.PINEM77LW O.6'o.c.� 1 7/8Mb.PEAETRAWN•.OR REGISTERED ENGINEER O�iZ'o.c. W/1 7/B'Min.PENETRATION. $N/S.S.XHEX WASHER OR ARCHDECT PRIOR 6 Cont. HEAD:WOOD SCREWSW/ ' .f p4 J/4'_S" HEX WASHE R .' TO 5HUMER INSTALLATION. Ii/Z'MTn.PEAEM770M 0 6' HEAD WOOD 2SCREWS PENW/TKNY.®1 sMc WING 7/8'w3/RY STUD 02,000 --NUT 0 12'O. C.STAGOERED Min. 2 Cont. T. i 70 PANELlIATE OCont.S I 3/4' 80175 W/,T/B',.x f'.® BOLTS-W 718`U; "WINO NUT / - /3 3 Z'WWG"NUT Y"Min. Y Mvi. � ®12'o.c. ' O 12' XT . l_SEPAZ i 70.COSTING TO.IXISDNG I I CLASS PANEL LENGTH GLASS I 7'M,n. � (SEE NOTES BELOW) _'SfP4R4770N TO IXLSNNO GLASS i WALL MOUNT/NG INSTALLATION BUILD 'OUT INSTALLAT%ON I_SEPARAnON - PwEt'LEHc7y t -AL 2 ALTERNAT/VE 4 - --- ro GLASS ' (SEE N07E5 BQOW) i i SEPARATo EXSVnOIJ A i GLASS S. S S.M.S BOLTS W/T/B'x� O t f 7/8WING NUi I 11410-20 x 3/4fir— 3/32"WING NUT wooD- ® i2'a.a. sous w///B' ® D 1/40 20 QCO mol/1 male PANflJ/A7E J/J2'W/NG.NUT 2"0 12 W/1 7/8 Afim PENETRATTON f . O 12'0 1 ,© OECX RL�UIRID ®OR'AT A110{y/DIH OF PlA7£ I (NO nN1SN ALOif'®) j ED `Z'0D 4 3 Cont: ` i tj49 - y 2 it D' E PLATE f OU ED. �, 114-0-20 ELCO mole/Iemale LATE i 2 Cont {\R 'PANEL.MATE 0 OUI(tED y \ Y 7/8-Aon:PEN£IAA710N OR \V' 1 11410-4£LCO mole/Iemole .) \ jt4,r 1 J14'SS:HEX WASHER—,\ ft j'f4 SS NfJL-WASHER I 1r. �jj PAHELM47f O 4�a.c W/ ht L 17/B Mm.PENE7RAnON OR, HEAD WOOD SCREWS W/1I/2'Min. t `i HEAD WOOD SCREWS W/ - PENEV2477ON 0 6"o.0. 1 1/2'Min,PENE7RATION-0 6'o.c. 114 SS HEX WASHER 1 \ i!' 01DAWTH.OF PLATE HEAD MOD SCREWS W/ WALL MOUNTING "(DSM.) ` �I ' � F 1/2'Nin.PENETRATION O 6'o.c. ALTERNATIVE 1' t� i` e M/oworN of?LATE CEILING A FLOOR MOUNTING 1NSTALLAT/ON ALTERNATIVE 6 WALL...MOUNTING INSTALLATION BUILD OUT INSTALLATION ALTERNATIVE 3 ALTERNATLVE 5. _ MOTE FOR.COM8JNA77ON OF SECTION: .WALL NOUAMNG SEC77ONS CAN BE COMBINED - INSTALLATION DETAILS' ON EXISTING WOOD BUILDINGS IN:ANY WAY',TO SU?ANY fNSTALLA710N. 'SCALE.' `j(lwtWpint NOTES FLORIDA BUILDING CODE (Non 'High Velocity'Hurrlcone Zone} 1: INSTALLATTON ARE ONLY VALID FOR"Mq.. A.S.D.DESIGN PRESSURE t• ,NOS 44167 02017 MTOW,INC CLEAR BERTHA STORM 'PANEL DRAWN gr.. RATING AND PANEL S (2,25'DEEP) Ge.:..._.._ LENG7HS AS;PER,SCHEDULE SHOWN ON SHEETS 4 OF 5.. _. �' 17 .2 FOR OUTHRNDPIFNEMNo. 2,W%SPECIFIC DFVSIT,OFF 0.55 OR EQUAL. J t, ��(OR�O r 4MS 70 BEr �, ��, E C.'Q�Nc, EASTERN METAL SUPPLY; #4c 'DATE / ' wxs42Li6 wa!ROAf)S OZ l�+'�" r TfsnNc d fNG/NEfRWC.COMRANY r PAW eucH Fi u4or 1,7-098 ''off p�//l////t/e'i4 xA'i..r(.ras�fLEr�0L10'Bru9 fdotJon...lsn aes- oos�v air 'sK w rmnm nrt ORAWtNG No WALTER A null.k.PE °� SKEET-S OF 5 FZORlIW Liu 14167 1