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HomeMy WebLinkAboutProduct Approval- Storm Panel --- Florida Building Code Online Business & Professional Regulation r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links Search F pr �PrOduCt Approval USER:Public User Product Approval Menu>Product or Application Search>Qgnlication List>Application Detail • FL# FL11968-RS Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 bfeeley@eastern metal.com Authorized Signature Bill Feeley V Qp�} bfeeley@eastern metal.com �06 fit) FOR' Technical Representative REV�EWIMpti�ANct Address/Phone/Email �I, Quality Assurance Representative GODSrrC((''` E GOVNT� Address/Phone/Email S.T. `13 BOGV Category Shutters •1Qi �Q� � Subcategory Storm Panels 1 1a Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tlllit,Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R5 COI COI EMS 0 040 odf FL11968 R5 COI COI EMS 0 050,12df FL11968 R5 COI COI EMS 24.p& FL11968 R5 COI COI EMS CLEAR off Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2012 ASTM E1996 2012 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.org/pr/pr app_df.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLX1ecJxOtiGgQ7ubCZfOt1173Mvqg%3d%a3d 1i3 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/19/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products � FL# Model,Number or Name Description il' 968.1 0.040"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25" Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 20-180 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R5 II DRWING EMS 0.040.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes iDesign Pressure: N/A Evaluation Reports Other:Large Missile. Max.span is 12'-0"for+25,-25 p.s.f. FL11968 R5 AE PER EMS 0.040.pdf and 4'-0"for+125,-130 p.s.f.for sections 1, 3,4, 6, 7, 8,8A, Created by Independent Third Party:Yes 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. 11968.2 I(Niu 50" Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to 25"Deep)-Non-HVHZ-Drawing provide hurricane protection. mber 20-182 Limits of Use J Installation Instructions Approved for use in HVHZ: No FL11968 R5 II DRWING EMS 0.050.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large Missile. Max.span is 12'-11"for+30,-30 p.s.f. FL11968 R5 AE PER EMS 0.050.pdf and 8'-2"for+75,-80 p.s.f.for mountings without"h"header. Created by Independent Third Party: Yes See sheet 5 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by / 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 20-181 Limits of Use Installation Instructions 4 Approved for use in HVHZ: No FL11968 R5 II DRWING EMS 24.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile. Max,span is 9'-8"for+30,-40 p.s.f. and FL11968 R5 AE PER EMS 24.pdf 7'-2"for+70,-80 p.s.f,for panels mounted without"H" header. Created by Independent Third Party: Yes See sheet 4 of installation drawing for other spans and ipressures.Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 20-184 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R5 I1 DRWING EMS C EAR.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: Large Missile. Max/span is 10'-0"for+28,-28 p.s.f. FL11968 R5 AE PER EMS CLEAR.pddf, A.S.D.and 4'-0"for+105, -110 p.s.f.A.S.D desgin load. See Created by Independent Third Party: Yes sheet 3 of installation drawings for other spans and pressures. Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Quytight 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.It you do not want your e-mail address released in response to a public-records request,do not send electronic www.floNdabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXl ecJxOtiGaQ7ijh(:7fnti 17zna,.. 0/'1a0/'2a -•- GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALIGTION DOCUMENT(P.E.D.) HAS BEEN VERIREO FOR COMPLIANCE HP ACCORDANCE NOTES. B.1)MAWMLM/EMBfOM£Nr OF TAPCON, ELCO PANELMATE,AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK HURRICANE T IE£2DE0 STIR EpTKW)Of THE FIOR BUILDING CODE. THIS STORY PANEL SHALL BE INSTALLED AT NIGH VELOCITY UNIT SHALL BE 1 1 HURRICANE IONFS (YMMI-PAVE/BROWARD COUNTIES). UNIT 7 5/8"FOR ZAMAC NAILDY ANCHORS AND 1 l/8'FOR RED HEAD DYNA60LT SLEEVE ANCHORS DESIGN WIND LOADS SHALL Of DETERMINED AS PER SEC770NIOLV OF THE ABOVE MEM77ONED CO", FOR A WIND SPEED AS 12)7/8'CALK-IN ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT Nm STUCCO REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd-0.85, SHALL BE PERMITTED. 1/4-0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1' USING ASW 7-16 SHALL NOT EXCEED THE MAXIMUM(A.SD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. MINIUUM FOR WALLS WITH NO STUCCO. IN ORDER 70 VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE fLRST 0.3)MINIMUM EMBEDMENT OF 1J4'l x 314"ALL POINTS SOLID-SET ANCHORS SHALL BE 718"INTO THE CONCRETE BLOCK. NO REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEN BY 0.6/N ORDER TO COMPARE THESE W/MAX. (A.SO)DESIGN EMBEDMENT INTO STUCCO SHALL RE PERMITTED. 1/4-1-20 S.S. MACHINE SCREW USED SHALL Of 1 1/2'LONG PRESSURE RATINGS INDICATED ON SHEETS 5 TNRU 9_ MINIMUM SHOULD STUCCO EXIST, AND 1'MINIMUM FOR WALLS W/7H NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, A JJX INCREASE B.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WASH USED IN THEIR ANALYSIS. A DURATION FACTOR CD-1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICTED ON NOTES IN VERIFICATION OF FASTENERS IN WOOD. RI)AND B2)ABOVE. STORM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS THE ABOVE MENTIONED CODE AS PER ATL REPOR75 1 OIZ1.01-98A/0329.01-OM 4 0525,0I-00 AND/0512.01-03 AND MANUFACTURER /0617.02-D4,AS PER IMPACT TESTING EOVIVALENT TO AS7M E-T995 STANDARD d ASTM I J30-02 STANDARD. LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1, 2 A'3 AS DEFINED BY ASYN E-1996 STANDARD;AND/0221-01-01 PER TAS 201, 202 R 20 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 8(SHEET J h 4 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-1432 OR 3004-H34 ALLOY. OF 9) EXCEPT THAT HEADERS 3, 4 A 5 SHALL NOT BE USED. 3.ALL ALUMINUM EX7RUSIONS ALL BE ALLY/NUM A55 Gi/ON 6063-T6 ALLOY 3 TEMPER UNLESS OTHERWISE NOTED. B. /7 SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS 4 STUDDED PLATE AND SNAP GP ARE PATENT PENDING. ALL AlUIfINUY EXTRUSIONS IN CONTACT ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED 70 CONCRETE, BLOCK OR WOOD FRAME WITH DISSIMILAR MA7ER/ALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL BUILDINGS 4.ALL SCREWS TO BE STAINLESS STEEL 504 OR 316 A1S/SERIES OR CORROSION RESISTANT COATED CAR80N STEEL AS PER DIN 9• THE INSTALLATION CONTRACTOR IS TO SGILJCAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN M CONTINUOUS CONTACT WITH 50018 W/50 ka/YIELD STRENGTH AND 90 ks/TENSILE STRENGTH R SHALL COMPLY W/FLORIDA BUILDING CODE SECTION THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SFAL SHUTTER TRACKS ALL AROUND FULL LENCIH. 74/LSA4. 70 (o) THIS P.C.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROKOE INFORMATION FOR A SITE SPECIFIC PWJEC7; S. BOLTS TO BE ASYM A-507 GALVANIZED STEEL OR A/SI 304 SERIES STAINLESS STEEL. WITH 33 ksl MINIMUM YIELD STRENGTH. I- WHERE THE SITE CONDITIONS DEVIATE FROM THE P.C.D. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) (b) CONTRACTOR TO HE RESPONSIBLI FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED NEJSHE ODES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. (A)7D EXISTING POURED CONCRETE: CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY L7.W.BUILDEX, (e) TNIS P,E.D. WILL BE CONSIDERED INVALID If ALTERED BY ANY MEANS. - 114'0 Cr TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY IRU-FAST CORPORATION- - 114'l 2AAAC AWUN ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. (d)SITE SPECIHC PROJECTS SHALL 1£PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE - 114"l A 7/B"CALK-IN ANCHORS OR ELCO male A f—al. PANELMATE"AS MANUFACTURED ENGINEER OF RECORD(E.O.R.) LOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. BY DEWALT, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. ENGINEER Of RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE - T14'0 A 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT d SPECIALTY COMPANY. SPECIFIC DRAWINGS FOR REVIEW NOTES: (4)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SCAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD 7HAr A I)M/NIMUAI EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4'; FOR ZAMAC HAIUN ANCHORS IS 1 3/8, PREPARED IT, FOR ELCO PARELMATE ANCHORS/S 1 314'AND FOR CF TAP-GRIP ANCHORS/S 1 1/4'. 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORY PANEL IN ACCORDANCE WFTH SECTION 7709.9.3 OF FLONDA SUILDIAG CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. A.2)718'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED/Afro THE POURED CONCRETE NO EMBEDMENT INTO STUCCO LABEUNG 70 COMPLY W77H SECTION 1709.9.2 OF THE FIORIDA BUILDING CODE. SHALL BE PERMITTED. IJt 0-20 SCREWS USED SHALL BE 1 I12"LONG MINIMUM SHOULD STUCCO EXIST,AND I" MINIMUM FOR WALLS WITH NO STUCCO. A.3)MINIMUM EMBEDMENT OF I/41 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 718"INTO THE POURED CONCRETE NO EMBEOM6V7 INTO STUCCO SHALL B£PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST, AND 1"MINIMUM FOR WALLS WITH NO STUCCO. A.4)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 THIS DRAWING SHALL ONLY BE USED 70 INDICATED ON NOTES A.1)&A.2)ABOVE. OBTAIN PERMITS IN 7HE STATE OF FLORIDA (8)TO EXISTING CONCRETE BLOCK WALL: - 1/4'l TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDER. - 1/4"l CF TAP-GRIP ANCHORS(BERTHA SYUD-CON),AS MANUFACTL/RED Or TRU-FAST CORPORATION. - 1/4-l ZAMAC NAIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4'l x 7/B'CALK-IN ANCHORS OR ELCO m/.d 1 maN P T ANELACIFE'AS MANUFACTURED `,LpW1U1 mH11NI% BY DLIYALT,pC AND ELCO CONSTRUCTION PRODUCTS, RESPECTNELY `� SERA: I(L�TA,y� FLORIDA BUILDING CODE (Non High VslooHy Hu no Zone) - I14'I x J/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT A'SPECIALTY COMPANY. �� P ✓ - I14'Ar RED N£AD DYIVABOLT SLEEVE ANCHORS AS MANUFACTURED BY I,T.W. BUILOEX. y>;•'•�,\GENSIc':;p omao mma INC. 0.030' BERTHA ALUMINUM SIDRY PANEL Mr No.4416T `: (2'25' OW) DRANK RY *: EASTERN 42M TALL SU511 WEST ROADS PPLY, INC 7 TATE Of WLST PA M INA",FL SHOT 4— ./(I 71LLTT t COMPANY PHOme(661 p0'a-8M7 '`AOAIO* �a ®.tea a -+a���.a�cluvw FAX,(es1)941-nte 10-181 0VA CA-a6667tf o1. ea�oar -.r e n to fo .� LVAN7NG NO S ( 7<tl ° 6PLM A IVIIHI( ` FL0110N Lk-0 44167 a m ITpa nn a I1 Oi 14 low am OEM) —2-4w Aft. cmmm P—aVW-a7FEC71W WW" 9 41 . #AW OW R.125' J9125, (D fULL ALVWMW PANEL WZ HEMMED EDGES ALUMMM PAMM 3w u. HEADER zar, SOW:W-1, Is-(mm Wm�) am 3' OUT slo —12000,(07rcnw*V M"Ecaw ww)—j 'F 4.SW' 1.500 4.5W' 1-W .214' 12 AIKXUtE ftj Jar 0.062 • oKr ma' (C REMSED -r ANGLf 10 FULL ALIVAUMN PANEL HEMMED EDGES gM4LE ALVA(INUIt PANEL HEWED • BUCK 4,*-- T STORW PANEL 5. 314' K ANGLE BUILD aw of — "F* TIVICK F. TRACK BRACKET 4v.-I' W " Idi are 41C LOUTOW T— a*,.TI SmEs M3' Ss MWED TO 2"x 5'(Mamr.) x IF25'ANGLE 11GLES"I SHO" MAIL 1: sav wl m vsT acJlQ am -0 W:JW- ANGLE NM STUD Win PM70 WC NUT OP770m f oryloW @ KEY H= AT man 062 SEWSS. ?W 20 —T TO PEA SEE 0,2 Tc. I HOLES K AT TOP ME 2"z I - , -1 id ¢tY OmSTIVEIM ANGLE TYP � nv 7W (4 KruggLE WASHER ROUND HDIS AT PA (OPT70M TO12) 1,2NEL wr 389 2 FW U4 STUDDED PLATE SCMW TIP OONS so"1,- it 1w7 1711� FLORIDA BUILDING CODE (Non High Velocity Huone Z—)W .......... 02m 0.050" BERM ALUMINUM STORY PANIL ap (2M' DEEP) mvm or. No.44167 EASTE RN METAL SUPPLY, INC 710tam FAAW 1 NNE mm IEC!0ZU.-� STATE Of 1L (&j4fi-x7-xf4- LONVE WALL FLA FAX-(MIX41-1716 16 20—1`82 WALIER A Jr.P.E ROOM m 7tLT 44167 SIM m ar 14 f (SEE OOMPONENM MOM!A OF Iy CONCRETE ANCHORS (SEE SCWDME)-- .. 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