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HomeMy WebLinkAboutProduct Approval; Storm Panels Shutters7/6/2021' Florida Building Code Online BCIS Home Log In User Registration Hot Topics E Submit Surcharge ( Stats & Facts Publications ! Contact Us j BCIS Site Map Links Search j a a Product Approval ro 'USER: Public User dbr4•� N � Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11968-R5 EVIEWE� Application Type Code Version Revision 2020 " 4i! FC)R G®®E COMPLIANCE Application Status Approved S-Il 4 LUV IE COUNTY Comments BOCC Archived Product. Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 bfeeley@easternmetal.com Authorized Signature Bill Feeley bfeeley@easternmetal.com Technical Representative Address/Phone/Email File COPY Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels 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. Tillit, 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL11968 R5 COI COI EMS 0.040.pdf FL11968 R5 COI COI EMS 0.050.pdf FL11968 R5 COI COI EMS 24.Ddf FL11968 R5 COI COI EMS CLEAR.pdf Standard Year ASTM E1886 2012 ASTM E1996 2012 ASTM E330 2002 TAS 201,202,203 1994 Sections from the Code https:llfloridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXlecJxOtiGgQ7ubCZfOtll73Mvqg%3d%3d 1/3 7/6/2021 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/19/2020 11/06/2020 11/06/2020 12/15/2020 FL # Model, Number or Name Description 11968.1 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 Design 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 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 20-182 Limits of Use 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 Approved for use in HVHZ: No FL11968 RS 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 spansand pressures.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 II DRWING EMS CLEAR.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.pdf 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. °Yi3Cit c`ak'.Kt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. ��right 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 https://floddabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLX1 ecJxCt!GgQ7ubCZfOtl l 73Mvgg°/a3d%3d 2/3 7/6/2021 Florida Building Code Online mail to this entity. Instead, contact the office by phone or by traditional mall. 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, IT Wfl ® fCh[ck M se°4urityh£L: iCS" https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXlecJxOtiGgQ7ubCZfOt1173Mvqg°/aid%3d 3/3 L STORM PANEL SHOWN ON THIS PRODUCT EVALUATION -DOCUMENT (RED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE W17H THE 2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. (B) TO EXI STI NG CONCRETE BLOCK WALL: ASTM C-90 THIS STORM PANEL SYSTEM SHALL ME BE INSTALLED AT HIGH -VELOCITY HURRICANE ZONES (MIAM1-DADE / BROWARD COUNTY). -1/4" 0 TAPCON ANCHORS MANUFACTURED BY LT.W. BUILDEX. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC770N 1609 OF THE ABOVE MENTIONED CODE, FORA WIND SPED AS -1/4' / X 7/8' CALK -IN ANCHORS OR ELCO MALE & FEMALE PANELMATE' MANUFACTURED BY DEWALT, INC. REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=0.85, AND ELCO CONSTRUCTION PRODUCTS RESPECTIVELY. USING ASCE 7-18 SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 & S. -1/4' 0 X 3/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 1N ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 & 5. STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1809./.20F THE ABOVE MENTIONED CODE AS PER AR REPORT 0130.01-01 AND ;/0703.01-07, PER IMPACT TESTING EQUIVALENT TO ASTM E-1996 STANDARD & ASTM £ 330-02 STANDARD, LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1, 2 & 3 AS DEFINED BY ASTM E-1996 STANDARD. 2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYCARBONAT£ SOURCES WITH THEIR CORRESPONDING MODEL NUMBER: GENERAL ELECTRIC PLASTICS LEXAN fO3 DOWN CHEMICAL CALIBRE 502 V-6 CAVESTRO, LLC. MAKROLON POLYCARBONAT£ SHEETS MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS TYPMAL PROPERTIES APPlAwLE STANDARD REFERENCE- RESULT rEUSlldli SPECIFIC GRAVITY ASTM D792 1.20 G/CC MECHAWA TENSILE' YIELD STRENGTH ASTM D638 8,700 p.s.l. FLEXURAL STRENGTH AT YIELD ASTM D790 IZ500 P.S.I. FLEXURAL MODULUS ASTM D790 340,000 p.s.l. IMPAtL.. NOTCHED /IOD ... ASTM . D256 18 FT-lb/in FIRE BURNING CMAR4QnN STLCS ..... - .. . SMOKE DENSITY ASTM D2843 75 (MAX) RATE OF BURNING ASTM MS C-I CLASS (MAX) SELF IGNITION ASTM D1929 650 'F 3 ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY & TEMPER. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION N-6 OF THE 2015 ALUMINUM DESIGN MANUAL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 KSI YIELD STRENGTH AND 90 XSI TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTON 2411.13.4. 5. BOLTS TO BE ASTM A 307, GALVANIZED OR AISI 304 SERIES STAINLESS STEEL, WITH 36 KS/ MIN. YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: SEE SHEET 2 OF 5 FOR APPLICAT(ONS. (A) TO EXISTING POURED CONCRETE: MIN. F'C = 3 KSI -1/4" 0 TAPCON ANCHORS MANUFACTURED BY I.T.W. BUILDEX -1/4" 0 X 7/8' CALK -IN ANCHORS OR ELCO MALE & FEMALE PANELMATE" MANUFACTURED By DEWALT, INC AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. -1/4' 0 X 3/4' ALL POINTS SOLID -SET ANCHORS -AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES A. 1) MINIMUM EMBEDMENT INTO.POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4" AND FOR ELCO PAN£LMAT£S IS 1 3/4'. A.2) 7/8' CALK -IN ANCHORS AND 3/4" SOLID S£T'ANCHORS SHALL BE ENTIRELY EMDEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2' LONG M/NIMLIM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR .WALL WITH NO STUCCO. _ A. 3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS HE FOUND ON THE FX/SnNG 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. NOTES: 9.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO PANELMATES INTO THE CONCRETE BLOCK UNIT SHALL BE f 1/4' 8.2) 7/8' CALK -IN ANCHORS AND 3/4' SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 9.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B.1) & 8.2) ABOVE. (C) ANCHORS SHALL HE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7. PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 5, SHEET 3 OF 5. 8. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 10. SHUTTER MANUFACTURERS LABEL SHALL DE LOCATED ON A READILY VISIBLE' LOCATION AT STORM PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING'COD£. fl. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 13. (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, LE. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUTY. (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE' PROPER US OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A- DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - (E) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. THIS •ORAW/NG SHAH ONLY BE USED TO OBTAIN PERA/ITS /N 1HE STATE OF FLORIDA BUILDING CODE (1 CLEAR PANEL l L.o9a• — —� .. soop--� ' ZO 3" ANGLE BUILQ CIUT 4 3fB" . B 0. ® "F" TRACK ANGLE AC "F" TRACK �� •� i �' I i i SNO bierm m AM1YAE serr as ti H � r K3 07 25r5"(MAX, )x f ' ANGLE_ WITH STUD I ornoew. 'ass aw ® KEY HOLE AT PANEL K MiWH1I . � itrErwArE • A,�� Q95• p �' // lEa LOCAMN O REVERSED "F". ANGLE TRACK TOLERANCE -j-- C0WME E AWHORS (SEE �SCHEDULE)---�—.--.�i-d• Y ! � f M_l 13�4, CONGWE,E NXYIORS (SEE SCNEotW-....-...A._.. _,• { STORM PANEL TYPICAL ELEVATION: N.T.S. r,,.-,- W SECT/0T3. A --A Cj•� ems- 1 P s s SM OAP.RTS' - otsaa � -aa L -I aemltc VARIES © MINI WALL 1.75 W.632" DETAIL !: sno wl ar an � ANGLE WITH STUD WAU PLM "R COMPONENTS SCALE.- 3/8" = 1 " FLORIDA CODE ( Non SCOWL 7/B'. 3/J2' WNG �K-INS OR aco lEX7RON OVtiW/BUILDER TAPCONS - N! O EVERY SND O PANDYWE O® w/ T[Fb-20 � RW/BUILDFX TAPCONS, A . INC CALK -INS 12" a a STAtX,'FRED SIDEWALK BOLT OR O 8 W/ ® _ OEWALT, INC BW/Bt!/LDIX TAPCONS OR OR ELCO TEXTRON PANEYlUlE - TO ANCHdPS W/ 1/Fb-20TRf/SSHEAD BOLT. -...... 7EXIRONLPANELAWE - DEWALT, !NC CALX-INS E A'.. (SEE SCHEDULE FOR SPACING). - B73 (SEE SCHIDULE FOR SPACING). I (SEE SCHEDULE fOR (SEE SCHEDULE FOR SPACING). FJ `.� SPACING)• 2 ConL POURED 1 REOUIRW �`..'• I c..0`�r 1'�\ \ \ ; S- PDURID E D I CONCCRETD E D. CONCRETE I E. a REWIRED . I REWIRED 4 ..`� _.•® I '.". .� POURED . %Lb-20 x J/4' \ v .... ,: ICONCRETE, • -: - ' • S/32' WINC NUTS 1/4b-20 x 1' (� j 1" Min I � � .� ' O T2' o.c I �® S S N. S. W/ I � �•+•® '. 1' Yin. I 9EPARARON - 7/8' SEPARAI/Ol! Yar. ro FXI57u'G I t' Min. WING NL? TO IX6R1TG ....•. PANEL LENGTH GLASS Yea SEPARADWi O 12' a. (SEE SCHEDULE) _ (SEE L LENGMDuw roG� .. . A� M7n lfar. FAN LENM S S N. S W/ .. .Y. TY NC McSCHLDULE) 7/B' x J/J2" I ....I Mon WING NUT •'�. I PANEL UNGTN O 12' o.c. I POURED �' I ` .� POURED - (SEE SCNEOUt£) 7/WHC NUT / I j CONCRETE / .® CONCRETE EVERY STUD ...... 3'® OR CDNCREEE!llEEEE "' OR CONCRETE I o 12' a A BLOCK WALL E 0. I BLOCK WALL E D' BOL4TS W/ 718 0-20 4 '' t REQUIRED REQUIRED J/32' WNG NUT I ... NCRE7E E :O (�} I I O 12' o.c. ALTERNATE 'f' R CONCRETE ur _ _ LEG LOCATION l.�' BLOCK WALL _ I REOL/RID ..._ ........... G1LK-INS OR ELCO TE TRON . '7 I NW/BUXDEX TAPCONS, I " . .3p0' ANELMAIE'O�W/ ! 4'0-20J �FIYALT, INC I- . BOLT OR 06W/ ® .. LDaD POURED �pOD• 'CALK -IN) 3 Cont.-14 0 201RUSSHEAD BOLT . ' ---E. D. RE00)RID ' ..._.. (SEE SLWIDULE FOR SPACING) EE SCHEDULE FOR SPACING). (SEE SCHEDULE \ 2 Cant - - ' FOR SPACING). _... RW/BUlLDIX TAPCONS OR -.. E D. - . WALL MOUNTING INSTALLATION I OU / STA p, DEY:ALT, INc rALx-rNs SECTION 1 BUILD . OUT INSTAL (SEE SCNEbULE FOR SPAClNC11. SECTION 3 _CEILING &FLOOR MOUNTING INSTAL ATION BwLDIX TAPCOMS OR SECTION - : _ SECTION 4 C CALK -INS .-• -• POURED CONCRETE (SEE SCHEDULE FOR REQUIRED . 1/4b-20 x 1' S LL S. w/ 7/8' x J/J2' WNG NUT O 12' o.a "" SIDE WALK BOLTS ARE J/�4.E'ON�/J27HICK NOTE FOR COMBINATION OF SECI70NS 1' MINIMUM I HEAD ALICHlNE SCREW W iH -. .. -.. . SEPARAWN 70 PAH¢ AS PER NOTES Al @ 8.7 (SHEET 1) WAL,!/fL00R/Cf1UNC MO!/NMNG SECITONS CAN BE EXISDNG GLASS (SEE SatEOULE) TRUSS HFAD 80LTS ARE y2 brt/BWrK COMBINED IN ANY WAY TO SUIT ANY /NSTALLA770N, _ ` T Ili ... _. .HEAD MACHINE SCREW W LENG 1= 1/4 0-20 x 1 AS PER NOTES 12 dr B.2 (SNEEf I) SBif. S W/- 7/8" x WNG NUT O 12" E. A EDGE DISTANCE 4 I SNEEr I ON ALTERNATE LEG LOCA710 - PQMRID R aR D=� J -'�" I ;.;_ .INSTALLATION . DETAI_ '���RA..r���/�//' __ fLOR/DA BUILD/NG CODE (Non N7gh Ve/ocNy Hurr/cone zone) NW/BUR.DIX TAPCONS OR .1 SCALE. 3/8" = "1 " - iC ENSF 02020 TILUM Na CLEAR BERTHA STORM PANEL M.P r I' ✓ y OENALT, INC CALX-INS ;,.r�t' E R -c A .. No. 44167 --'- : 2.2s' DEEP DRAWN BY. (SEE SCHEDULE FOR SPACING). x _CEILING & FLOOR MOUNTING INSTALLATION = * * ' * = IL E� C 0 , w.. EASTERN METAL SUPPLY, INC 71912020I '-"'� STATE OF : TILUT TES- C -ENGINEERING COMPANY 4288 WEST ROWS DRAT - SECTION=451r- WEST PALM BUC/t a JND7 2.0-184 . �lyG �,+/(C�+S, .......•�tG\ ��� CA-OOOS718. ,ner oommvauc..an x. - mwuar .oar DRAWNG No d WACTER A DLUT - P.E .. /i// 0NALE ,{a�` FLOR/aA I; . / 44tB7 sxe£r J or 5 EM-CM*l;101 \ M I \ 7.111 M R421011 L►1 uwMOM ASO. DESIGN PRESSURE RADNG (p../J M- PANEL LDAIIN L (M) ' .09J' GEM LE M STOR1/ PMB. ANCHORS SPACINGS S' () •s. SECOON 4 (Bormu) SECDD 2 j2, d, 5 (T0P/60710M) k SLCMV:I 7 (B07fLW) J d SECRON74 ODPJ. +28.0. -28.0 1O =0' 7' 12' 12' +28.0, -J0.0 . 9'-B" 7' lY 12' +30.0, -J5.0 6'-1 !' 7' 12' .... 12" +35.0. -40.0 8'-4" 7• 12" IZ' +40.0. -45.0 7'-11' 7" 12" 12' +45.0, -50.0 7'-6' 7' I2' 12' +50.0. -55.0 7'-2' 7" 12' 12' +55.0. -60.0 6'-l0' 7" 12" 12' +60.0. -65.0 6'-7' 7" 12• 12" +65.0, -70.0 6'-3' 7' 12' 1" +70.0. -75.0 5'-10' 7' 12' 12' +75.0, -80.0 .. 5'-6" ..... .7• ... 11' 12' . +80.0. -no 5'-2" 7' 12' 12' +85.01 -90.0 4'-11' 7' 12' 12' +90.0, -95.0 4'-8" 7' 12' L2' +95.01 -100.0 4'-5' 7' 12 12' +fORO, -f05.0 4'-2' 7' 12' 12' 4'-0' '.. 7•_ 12" 12' • Min. PANEL LENGTH IS X-O" ""AKIMUM ANCHOR SPACINGS ARE VAUD FOR J 1/2' EDGE DISTANCE FOR E. D. LESS THAN J 1/2, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLON7NG FACTORS (NOTE : Yin. E A FOR C.tLK--fN ANCHORS IS2 /2�. FOR THIS OPERA710N 70 BE POSIU REDUCED SPACING 08TiUNm USMC FACTOR SHALL NOT BE LESS TLMN LIfNlMUN SPACING MDICA7L0 FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. .. FACTOR .. _.... 'ACTUAL E D. .TAPCON/" :.... RWELMATES CALK -IN .. 3•.. .-.86 .75 _ .. 2 1/2"... ,71 s0 ANCHORS LEGEND '. ANCHOR ANCHORS wit TYPE SPACING TAPCON/ JO' PANELLMVES CALK -IN 2.5" r, 2' x 4' x .125" - J105-H14 OR 6063-76 ALLOY ConL Alum. ANGLE CASE A (Plan) POURED CONCRETE OR CONCRETE BLOCK WALL REOU" ED. �2500'- i M>n. CONCRETE ANCHORS -y,L, 2, O 12' 2'. 2' x a55" TO 2' x 5' x .055' ConL Alum. ANGLE OR .080' 3105-Hf54 SHEET METAL Alum. BENT PLATE. CASE C (Plan) 2'. 3' x .093' 3105 H-14 OR 6053-T6 ALLOY C_L Alum. ANGLE MM ANCHORS O 12" a C. lti z 1/4' GAP j CASE . D .(Plan) �`�\111LL111LILLy1L1 pll,"ERA; No. 44167 STATE OF POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. CONCRETE ANCHORS J O 12' o c. / POURED CONCRETE� OR 'CONCRVE BLOCK -7 WALL REQUIRED. LEG LOCATKTN 1� `/OR OOR® ORO OR ©ORO L1® 9d 2. 2' -J 4' x 4'. .072' ,ycx, J105-NI4 OR /4' 0 SOL 6063-76 ALLOY O O 24" O. C. Cont. Alum. ANGLE W/ JACKNUI' CASE B (Elan-) OA CASE E (Plan) Y SCALE• 1/4' - 1" T" 'RED D°NCRVr END CLOSURES DETAILS CONCRETE BLOCK REOUfRED. SCALE: 114" CODE Hurricane Zone) I ...... 4Y 8' (ABA.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL AOEOUACY OF EVSONG WOOD BEAM 70 BE CER77FIED BY J REGISTERED ENGINEER 1ED: OR ARCHITECT PRIOR EX WASHER 1/2' AB TO SHUTTER 1NSTAUARON. /// (j)OR($ 114-0-20 I047S W/ 7/8'fY I J/J2• WlNC NUT O 12T o.c. 1• Kn. PANEL LENGTH TO TO ZX i (SEE NOTES BELOW) LASS 1/4 0-20 x 3/4' L75 W/ 7/8' BOx J1J W/N0 NUT O 12' o.c. I I� CanG' ., 3/4' S.S NIX WASHERl )D SCREWS W/1 f/2' N'n. ON O e' o.c. FLOOR MOUNTING INSTALLATION. CODE (-Non HIAh V®loc& HuMcons