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HomeMy WebLinkAboutProduct Approval 8/29/2016 Florida Building Code Online ■ l iC t.ys{'PA7 �V� �Ov I�� -��}}I+ ro�•l�F€.P�I lG\$ i'. 1Ad II ��..Ft _. I_I'�. �1 ' '"�`iir!-n /f1 �111k11LI C�I`F.khL � BCIS Home Log In I User Registration I Hot Topic Submit Surcharge Stats&Facts I Publications FBC Staff I BCIS Slte Map Links Search Ronda � - Product Approval USER:Pub �•R t� Approval User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail OCT 2 6 FL# FL11968-R3 Application Type Revision St• Lucie County, FL Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email 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 �,e• 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 12/31/2017 Validated By Frank L. Bennardo, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL11968 R3 COI 225inpanelsCI.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code httpsJ/floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgsxYleb4opODf/Ecl_X1ecJxGyGiZlxngjSg5RSp/o4ouMrA°/p3dp/o3d 1/3 8/29/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/23/2015 ' Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model Number or Name Description 11968.1 0.040" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 15-042 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG,15- Approved for use outside HVHZ:Yes 042.Ddf 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, FL11968 R3 AE EASTERN METAL SUPPLY 8A, 9 and 11. See sheet 10 of installation drawing number INC. P.E.R. DRWG.15-042.odf 08-145 for other spans and pressures. Created by Independent Third Party: Yes 11968.2 0.050" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 15-044 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 044.Ddf 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 Evaluation Reports p.s.f. and 8'-2"for+75, -80 p.s.f, for mountings without"h" FL11968 R3 AE EASTERN METAL SUPPLY P.E.R. DRWG. 15- header. See sheet 5 of installation drawing for other spans 044.Ddf and pressures. Created by IndependentThird Party: Yes 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 15-043 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R3 II EASTERN METAL SUPPLY INC DRWG 15- Approved for use outside HVHZ:Yes 043.Ddf 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. Evaluation Reports and 7'-2"for+70, -80 p.s.f, for panels mounted without"H" FL11968 R3 AE EASTERN METAL SUPPLY INC P.E.R. DRWG header. See sheet 4 of installation drawing number 08-142 15-043.Ddf for other spans and pressures. Created by Independent Third Party: Yes 11968.4 Clear Bertha Storm Panels(2 1/4") corrugated polycarbonate storm panels retained or not by - Drawing Number 15-046 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 046.odf 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'-0" for +105, -110 p.s.f. A.S.D desgin load. See FL11968 R3 AE EASTERN METAL SUPPLY sheet 3 of installation drawings for other spans and INC. P.E.R. DRWG.15-046.Ddf pressures. 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 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: Com'=• � ECrecl; � � s,arz a,..c https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXlecJxGyGiZlxndSg5RS`/`2fjouMrA`/*3d`/`3d 213 GENERAL NOTES: NOTES'1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLANCE IN ACCORDANCE 1)MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE,AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCIL HURRlGWE ZONES(MIAMI-DARE/BROWARD COUNRES). /�� WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE• THIS STORM PANEL SHALL �L BE INSTALLED AT HIGH VELOCITY 8. . UNLL BE 1 IT SHA1 4 1 J/8'FOR ZAMAC NAIUN ANCHORS AND 1 1/8'FOR RED HEAD DYNA60LT SLEEVE ANCHORS DESIGN WlI(D LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENnONED CODS 8.2) 7/e'04LK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDM£M•INTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISDIC770M IVHFRE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. 1/40-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO£XLSr,AND 1' FOR A DIREC77ONAUTY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2074 FVC AND S14ALL MINIMUM FOR WALLS WITH NO STUCCO. NOT IXC®THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY 711E ABOVE CONOMON,ULTIMATE DESIGN KIND.LOADS DETERMINED PER ASCE 7-10 H.J)MINIMUM EMBEDMENT OF 11410 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8"INTO THE CONCRETE BLOCK.NO SHALL BE FIRST REDUCED TO A.S.D. DE5/GN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO a(BEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 5.5.MACHINE SCREW USED SHALL BE 1 1/2"LONG TO COMPARE THESE W/MAX. (ASD)DESIGN PRESSURE RARNGS IND/GATED ON SHEETS 5 7HRU 9. MINIMUM SHOULD STUCCO E705T,AND 1'MINIMUM FOR WALLS WI7H NO STUCCO_ IN ORDER TO VER/FY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A JJ%INCREASE B.4)1N CLSE THAT PRECISE STONE OR PREC45T CONCRETE PANELS BE FOUND ON THE IXISDNG WALL,ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WAS ME USED IN THEIR ANALYSIS.A DURA77ON FAC70R CD=1.60 WAS USED FOR B.1)AND B.2) 8LONG ENOUGH ABOVE. TO REACH THE A/AIN STRUCTURE BEHIND SUCH PANELSANCHORAGE SHALL BE AS INDICATED ON NOTES IN . Vf:RlFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE Wlrll SECTION 1609.12 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS THE A80VE MENNONED CODE AS PER ATL REPORTS j 0121.01-98R,>F 0320.01-00,If 0525.01-00 AND¢x0512.01-03 AND MANUFACTURER. #0617.02-04,AS PER SSR) 12-99 STANDARD,AND 5,0221.01-01 PER TAS 201,202&203. 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALfANON DETAILS SHOWN ON SECTIONS I THRU B(SHEET J&4 OF 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-HJ2 OR 3004-HJ4 ALLOY. 9)EXCEPT THAT HEADERS 3, 4&5 SHALL NOT BE USED. J.ALL ALUMINUM EX7RUSTONS 5 ALL BE ALUMINUM ASSO AARON 6063-T6 ALLOY&TEMPER UNLESS O7NC:RWISE N07E0. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 1S TO BE STORM PANEL COMPONENTS STUDDED PLATE AND SNAP CAP ARE PATENT PENDING. ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRWE BUILDINGS. 4.ALL.SCREWS TO BE STAWLESS STEEL 304 OR 316 A151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN g ECHE WSfALLATION CON71LAC70R 1S TO SEAL/C1U[K ALL SHUTTER COMPONENT EDGES WHICH RL7LIAIN IN CONRNUOUS CONTACT WITH THE 50018 W/50 k.,')7f].D STRENGTH AND 90 W 7EN510E STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.33.4. BUILDING TO PREVENT IWND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 5. BOLTS TO BE ASIM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, IVRH 35 ksl MIN/MUM.YIELD STRENGTH. 10. (o)THIS P.E.D.PREPARED BY THIS ENGINEER/S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A S17E SPECIFIC PROJECT;Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS.(UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECRON, PURCHASE AND 1NSTALIA770N INCLUDWC UFF SAFETY OF THIS PRODUCT, (A)TO EXISTING POURED CONCRETE BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDMONS DETAILED ON THIS DOCUMENT. - 1/4'0 TAPOON ANCHORS AS MANUFACTURED BY 1 r.W. BUILDER COIJSTRUC770N SAFETY AT SITE IS DIE CONTRACTOR'S RESPONSIBILITY - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA 57110-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. (c)THIS P.E.D. WILL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS. - 1/4'0 ZAMAC MILUN ANCHORS AS MANUFAC77JRED BY POWER FASTENERS, INC. - 1/4'0 x 7/8'CALK-IN ANCHORS OR ELCO male&female 'PANELMA7E'AS MANUFACTURED (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENG/NEER OR ARCHITECT WHICH WU.BECOME THE BY POWER FASTENERS,!NG AND ELCO CONSTRUCTION PRODUCTS,RESPECTNELY. ENGINEER OF RECORD(ED R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. - 1/4"0 x 3/4'ALL POINTS SOLID,-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY ENGINEER OF RECORD,,ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. NOTES, (e) THIS P.E.D.SHALL BEAR THE ELATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT •A 1)MINIMUM E7/iBEDMEM INTO POURED CONCRETE OF TAPCON ANCHORS lS 7 314,FOR ZAMAC AWUN ANCHORS IS 1 J/B;• PREPARED R FOR ELCO P4NBJf47E ANCHORS IS 1 3/4"AND FOR CF TAP-GRIP ANCHORS IS 1 1/4' 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY W51BLE LOC7RON AT STORM PANEL W ACCORDANCE WITH A2) 7/8"CNX-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SEC77ON 17(0.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING SHALL BE PERMITTED. 1/40-20 SCRENS USED SHALL BE I 1/2'LONG MINIMUM SHOULD STUCCO EXIST AND 1' LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE MINIMUM FOR WALLS WITH NO STUCCO. A.J)MINIMUM EMBEDMENT OF 114-0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/6"INTO THE POURED CONCRETE NO EMSEVUE Nr IMO STUCCO SHAM BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND I'MINIMUM FOR WALLS WITH ND STUCCO. A.4)IN CASE TMT PRECAST STONE, PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG HOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDIC47E9 ON NOTES A1)&A2)ABOVE. THIS DRAWING SHALL ONLY BE USED TO (B)70 DaMG CONCRETE BLOCK WALL: OBTAIN PERMITS IN 7HE STATE OF FLORIDA - 1/4'0 TAPCOIN ANCHORS AS MANUFACTURED BY I.T.W. BU/LDOC. - 1/4'0 2AVACP-GRIP ANCHORS(BER7H4 NA IN ANCHORS AS MANUFACTURED B POWERUFASIENLRSBYINCU-FAST CORPORATION. - 1/4'0 x 7/8"CALK-1N ANCHORS OR ELCO male&female 'PANELMATE"AS MANUFACTURED `� y•`l��•A }� BY POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. P CEN g - 1/4'0 x J/4'ALL POINTS SOLID-SEr ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. "�• �-� F FLORIDA BUILDING CODE (Non High Velocli Hurricane Zone) - 1/4'0 RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY IT.W. BUILOEJL N(), A A"�67 N V4 0201577L7EG•O,INC 0.050"BERTHA ALUMINUM STORM PANEL FJLL y (2.25"DEEP) DRAIW BY.. 15 EASTERN METAL SUPPLY, INC °'/114M TlLUT TESTING&ENGINEER/NG COMPANY WEST PWN SEW,,FL'U407 15-044 }A}e U (a •�`V�'t•1 GW N.tZ 5,6uu,,,,5sm xu.Ia40PW f./mfNC rt.NiG6 PHONE(561209-8265,FAC:(561)647-1716 f7jJlJdJdlllilil 1115tAAj6 T4"„e r FB-0006719(.bs)rnarui m•• oemaox as m.xe .rnw oer DRAWING No 167 WALTER A RLIIT Jr.P.E SHELL 1 OF 14 FLORILN U. 44 1.500' 7:300" If R230• •wJr S' I .115 .f'Mar. .JZS' R250" I 2470'<7D 1A45"(tOTAL IN8845'(7)TAL WDN) 2470' 1000 2.470' 7 � o '� OlII-2775'�3H9co1'�2125'-II Qyr•i. •h'i a.Y 2125'yII o Qy�,. Em.D-Gohi ES O^n1 yo -8Om.12252235901' .} vo!`.tig .1�.7I Q 2 90 12000'�.C."WOW) --6.000' 7FEVF W1D7N)-j 1.500• 1.500' 125' F A9 & Dv11 ASG (TyA..500' 4300' "50 rA •1 :R200'4�, 2150•s9r2 �RT25'9 - OJS' FULLR' .075 FULL A4UMUA! PANEL /HEMMED EDS HALF ALU9/NUAPANEL Wf HENMED22 'U"HEADERmo ry 15.119-(TOTAL W/07H) 9.119"(P)TAI MDT" Q3 "h" HEADER ® 3"Max. "U"BUILD OUT .JBa• I- 12000'(E77WME 117DTN) --I I-6.000'(EFFEov'r IWD770-i 5TA[t:1W-1' SYit£:Yd=!' .190" 1.500' x.500' 1.500' 1.500' 1.500' •214' 4.500'- -�--4.SW'�I A500' I. AS svv1T al£(IyR.J I I J2 ns MPOct&E(ow N .188' o ppp ti q'o 7o 0o y N S m ro ry {, h �_ .J748874 I - .150' ie7 I 7.850' I-2125'-I-JH97'-I-2125'-I2IT5'� F.06Z- � IDD•n 09J- .D9D• ® REVERSED F"ANGLE 1OFULL ALUMINUH PANEL W�0 HEMMED EDGES @ HALF ALUMINUM PANE!_ WI-0 HEMMED EDGES v J84 . A TRACK 3000'Max .J74• ®STORM PANEL O7 3 B" @. 0. 7A 3 4"B. O. rte• -D$J• © 3"ANGLE BUILD OUT F' TRACK F" TRACK f--.094@RACKET Scull:J/a•�1• 3wc:.r/6'e 7• scvc:J/3•�J' y� ro Arxy�y7e - mcr a�'O mcE ct�0 .{{�/2,5. tcDroN I,.lu o IY oG L 9 b ,( 11 .093' LEO7,L�000RLY ^ "j 0 + + 1 S N R.125• z.DOa' . @) F" TRACK ANGLE I I �.�1 ry 4 -0�• � J. G--------------- I .1875- 5460' -I-.OAT OR.060' u k a 1/4'0 30a SER7ES S. SND N �7+xJ `•g �g 99 2"x 5" (Mm[.) x .925'ANGLE ANGLE o SPACINGS 17 7 x,5TMAX, I/B" DETAIL 1: SND W/DIE CAST LNC °Fp mcc orp 6rAE;J/0 v 1 SHOWN OR SEC77ON9. ANGLE WITH STUD NICKEL PLANED WING NUT �J. 0PTlDN 9 OPTION 2 -��- �aeJ�-�' 12 KEY HOLE AT PANEL 0.317- "II1� 750 9 125' 1/4'F JO9 17' 062•SERIES S S. .786" 0JQ4 1 zaTD' -•-: -f sTUD RVETED L_ .686' TE O rz'aG 1 a L D£WL 1 09J' J/Io' 750 ,T,• s S/810 NE6 \ � IT�ZBI''Y- L � '0 2760"Rtj I v.6L5' 619- 'T07p.. WED' 9sY 90 STUDDED ANGLE -- --- .471' R1.828• N 1 e!bi.061' 606.7-M A4m.AU01 .J09' 1.175• ^.062' SGY£:J/4•-f' rm. ® KEY HOLE WASHER 12A ROUND HOLF- AT PANEL (2)5/16'HOFS .179 Jlns-+rls*.v,,,.aLm (OPTION TO 12) AT 60TNM LINE \ n� 5H9 67- sr 4F:J/B--1' FOR 1/4 0-20x1' - - SCREW TAPCONS - ®STUI DED PLATE �1 w�gNT{ CA P . ...... FLORIDA BUILDING CODE Non High Velocity Hurricane Zone J/ill•-{I- 1 �10ENS�•.•v ,I 0201.5 MECO,INC. 0.050"BERTHA ALUMINUM STORM PANEL F.R.L.IIII -- (2.25"DEEP) F.R. e✓ " ND 49 = (I M 2 EASTERN METAL SUPPLY, INC OJ/DAM15 EEC OO ANC. 4268 WEST ROADS-R 4 IES 1 B°x7 X 14t wA LATE n raur TESTING&ENGINEERING COMPANY NEST PNM RFALH fL 71407 3f/ l,(1�C _P �^ 15-044 O st, e.JCC 19i0WN 0.w00q R JJ144 ( ) ( ) SfA1C J/IC-1' ��t,C 7 ,1'' .'•!��` Mso:(]opn-lSio.fn:(.I3.sJa]I-15T1 PHONE.'a61109-e1GJ,FAK• 56t 841-7716 EU-0006719 �'xO °m 0/WwINC No WF OR/Lt4A 44767E �0 11-220 SHEE!7A OF 14 Il IIIt11 ' TOP TRACK (SEE COMPONENTS, SHEET-M OF 9) CONCRETE ANCHORS (SEE SCHEDULE) •-1 l G. I.ax..I 0 0 o o 0 o ri i i i l i i il i i iii-. iii r.-T. .i --r-r-T-7--r-r-,-r---r-r-r--r---r-r-r� r- -�--r-r-T—T- Ii 0 ' T a J TYP O Z U w A c� A A W II - --- - - - -- - --- - - - --- - - - --- - - -- - - - --- - - - --- - - - - - - -- - - CONCRETE ANCHORS (SEE SCHEDULE) Max. Max. 1 Min. 1 Min. -BOTTOM TRACK - STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET 1A) SCALE. 1/8"= 1' . 1/4"Max. GAP 1/4"Max. GAP , } riL ee°Q�.. .••• •• �, T o, FLORIDA BUILDING CODE (Nan Nigh Velocity Hurricane Zone) ���': 02015 nUEan 1Nc. 0.050"BERTI-14 ALUMINUM STORM PANEL t zr F (2.25 DEEP) ORAWN wA NO.44167 t 03/24/15 te: EASTERN METAL SUPPLY, INC a4lE SECTION A—A CC a m c. 4268 WEST RaWS ORNE mur TESTING a ENGINEERING coMPAw W6r PAaA BEAU,rZ'3407 15-044 SCALE: 1/8"a 1' ^ �. ,•/1 • eat9 Nw. n 5la sat Kmn¢M1 ce/4rn4 n..vles PHONE(56109-6263•FAY--(561)841-1716 J/y�•�`(' `• Mem.6>•.s�J,]EII-0006719 1 �]I-lvl ler.x. oammox ray.w BRAWNC No WAUW A 72Lr Jr P.E II-� SNEkT 2 OF 74 FI •ON. C.U,.1' H.ORM444147 •Innluadpoe MOONS.ZAANC NAVA;RW HFAD TAPWNS.Z b MUM I HDW WCONS,ZAUIC MUM,,RED EIFAD Dr,W6oLT,CF TAPS CALK-W OR f0 Coni. Q�T,I.CF TM-GRIP.G4[K-IN OR 'p OYWi60cT,4'P TAP-CRA GLC-M QCO M V FDMLE PANE7,NA7E 6 CaU.Aft.POW SVUD-SEr, aW AI4LFI fEt15lE PANF21LCiE 9 ELM N4LFf{EVN.E PANQA(AfE ypj ANCHORS OF ZQ40 MP.RED OR 661T, gE SCHEDULE PA4 3PAcm'G •1 4 Cont. (sw \ 4 C4n4 (SEE Scm ueE Pwt SA4aNCJ J )SEE SaimULE FDR SPACING) .p aco MILE/rl9LME PANDILME p ANCNOR6(SEF SC}/OX/LE FCW SPAWIG POURED —� I I POURED POURED CONCRETE CONCRETE CONCRETE POURED °p REQUIRED o k REOUfRED REQUlRED� CONW I N REQUIRED-� p I b I I 3 Cont W, I I ( \ I I I \ I 3 II I II ('MINIMUM I I ( yr I 1'MINlMUm 1'A9NUIUM SEPWRON 70rn SEPARARON>b I I SLPARARON TO- - I I I h GLASS I I B 1'MINIMUM GLASS 1 w GLASS W p SEPAV"ON 70 I I I I I I I 1 v CLASS � v //4'0-20 BOLTS J/J2"LNG NUT 1OL756W/7/831 x- 718" 8 O C. WING NUf I I 1 k I I I I "'O.CNG NUf® I I I I I I I i t � 1D Gant I I I I I I I s77771FIXIII PONRCR£!E o o I POURED 4i I I spi,� I ci OR CONCRETE W o C,ONCTtETF POURED J I I POURED J w BLOCK WALL / I OR CONCRETE CONCRETE BLOCK WALL CONCRETE ITE REQUIRED OR CONCRETE REQUIRED --,> OR CONCRETE OR CRE 7 Cont.. BLOCK WALL 6 Cont. BL I I I 1'Min.REQUIRED BLOCK l 0 TAFCDN% MIXI y %mvr 0 f2' .C. 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CONCREtE I MOCK WALL 66OR LOOKONv� REOU62ED REQUIRED T / 10 COnt. FDrAMMORS e�it£vn'r+FUUKiEI A cent >� '�.•11,' '!(�./��,'`,/• \\P .•/T�� FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) SECTION 0 STUD { :���v.•• ` L� ••,A`^ ors 7Lzn INc F.R.L. 0.050"8ER7HA ALUMINUM STORM PANEL rSEE SCHIDU E PGR SPACING) 4\C CNs� N mnL ' (2.25".DEEP) GRAWN Br.. WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION k 03/24/,5 SECTION 1 scaLE:J/8--7- SECTION 2A scALE:J/B-- I- �sx° �'©e6sc• 4260 R04W 11AF INC a4712. 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SECTION 5 BCALE:J/B--i' INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 - SECTION S SCALE:J/6"- t- SCALE:J/8'- I' SULE:3/8'=1' I I 'SCREWS /°MINIMUM USED AT ANRORS MAY 8E 7/4 C-20 SIDE �� WALK BOLT W/®OR r/4a-z0 muss HFAO 9otr I I ZJ W/®'¢®• SEPARARON TO GLASS I I •SIDE WALK E /4x32M CK / AHEET)Rd (SEW W/ ;111/j-PER NOTES A2 I 1/4'0-20 x 3!4' E 0SSE HEET B&j�ON •mU55 HEAD 80L7S ARE 1/210x1/8.7H/R HEAD 3��J2'WING NUT B ) MACHINE SCREW W/LENGTH AS PER NOTES A2& I 12.0,C B.2(SHEET I) 1.000 N07E FOR COMBINATION OF SEC77ONS ul I WALVfLOOR/CElUNG MOUN7I1VG SEC77ONS GW BE t�,oa)7tr!1yi `di�li rnxvxs uur-m On am lmw_ NgrALunON. \\ _ �(I II�FA FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) f.D. COA48INED IN ANY WAY TO SUIT ANY l Q�•.:. .• 1TTr., FEMME PANOAf1rE AAYJ1pRS \h f, .• n ✓ ° ozD1s nvEoO•INC. 0.050"BERTHA ALUMINUM STORM PANEL F R.L (SEE SCHEDULE FUR SPAONG) / .'••\C EN U ••;,P• POURID CONRETE•--� `�� �._ OF (2.25"DEEP) ORAwH er. REQUIRED 05/24/15 FLOOR MOUNTING INSTALLATION _ e EASTERN METAL SUPPLY, INC DM- - SECTION 5,4 scnLE:J =1' ® 1 ro C. 4168 IV6l ROA05 DRIVE /8� �,y,LE' '(�('� T L;��^. ruT TESTING&ENGINEERING COMPANY I(561 PA/M 20,'F FL.JJ407 �• ma.ID2 IWGo¢a-Pit n.Ulnb PHONE(SG7)209-8265,FAC(561)841-1]iG 15-044 �'., F. A •,\( 1 PAova t(JO>�I M.fu:(-Pit Isis x. y �� � DRAIVING No 'L7fC:• ��Q S^.�'� ; EH-0006719 $ WALTER A THLT JF.P.E l+VT SHEET 4 OF 14 r°p`.•V • �Q,•�"'+\7 FLOR/LV!LIC d41G7 •TFlTlllil(F,��ll6 1lAAA4y. POURED CONCRETEyjllllll" POURED CONCRETE OR OR I CONCRETE BLOCKWAILREDUIR T BLOCK WALLFEDNRED 7 POURED CONCRETEOR2'x J'x.093'3f05 H-I4 OR CONCRETE BLOCK 6063-T6 ALLOY Cant-Alum ANGIFWALL REQUIRED WHIZ ANCHORS®f2'0.G IA wN�CONCRETE-OR BLO K I coNCRE7E a 12"o G I armA1"Min. — 1/4'CAPCONCRETEANC12qR0.C. VARIES J' — 1 -7 F.—{ S 1 OR®ORREQUIRED ALIVgYS — _ e O a 2'x 2'x.OSS" ALTERNATE LEG LOGROf✓ �^ 0 70 2"x 5'x.055' Vj 3105-1114 OR 6063-76 ALLOY \ II OR O Cont,Al—ANGLE OR ' Cant.Num.ANGLE OR.OBD"7105-H154 SHEET METAL Num. 7/4"0 BOLT 4'x 4'x.072' BENT PLATE 9 24'O.C.- 3105-114 OR 6063-76 ALLOY W/JACKNUT Cont.Al...ANGLE I CASE A (Plan, CASE E Plan CASE C Plan srALE: 1/4"= 1" ( ) ( ) CASE D (Plan) SCALE 1/4'- I" SCALE- 1/4"- I" END CLOSURES DETAILS SCALE 1/4"= f" MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f. lAh AND CORRESPONDING MAXIMUM PANEL LENGTH "L" POURED CONCRETE CONr OR CONCRETE (OPEN POSMON+) 1.50-X" SCHEDULE FOR A GIVEN PANEL SYSTEM BLOCK WALL .. POURED CONCRETE (REDID) OR CONCRETE BLOCK TAPCON ANCHORS OR WALL REQUIRED MAXIMUM Max.PANEL LENGTH ALL P CHHINr SOLE FOR AS. DESIGN L(R.) (SEE SCHEDULE FOR SPACING) +NO SNAP CAP 9 —L PRESSURE RATING I I R!-.1WN CLOSED ATN N v 1 H A2RlCANE CONOMONS (p.s.f.) MOUNHNG.W/ MOUNRNG IY/ WALL MOUNH G W/ CONT Q p h'NFAOFR 3� h'H610ER 0 CDLIPONENK(4&© / +30.0, -30.0 12'-11" 12'41" 12'-11" / I H O X W 1'MINIMUAR4770M I �' +30.0, -35.0 12'-11" 12'-1!" 12'-71" u SEPATL1noN /� 1 f"MINANM ATOGL4SS I !7 AICSEPARgDON +35.0, -40.0 12'-0' 12'-0' T2'-O" TO GLASS 7/EaN.POURED CONK. I CONCRETCASEE (Plan) +45.0, -50.0 10'-7" f0'-4.' f0'-7" CONCRETBLOCK WSCALE 114-- 1- +50.0, -55.0 70'-O" 9'-4' 70'-0" /14 I REQUIRED CONT. POURED CONCRETE SECTION (9 STUD ' (OPEN POSMON+) +55.0, -60.0 9'-7" 8'-6" 9'_7" OR CONCRETE BUT WALL-REQurREo TYP. TOP/BOTTOM +60.0, -65.0 9'-2' 7'-9" 9'-2' TAPCON ANCHORS oR ALL POINT SOLID-SET .T PONT (SEE SCHEDULE FOR SPACING) I (OPEN POSITION+) +65.0, -70.0 ��" s�-z� 8�6� WALL MOUNTING INSTA�S'�A�-145?,PlTJ''�, +7o.a, -75.0 ems[ •.• s FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SECTION �;� \�C�V SF 02015 DLTECO,INC. 0.050"BERTHA ALUMINUM STORM PANEL F-R.L +75.0, -80.0 8'-2" 6'-3' 8'-2" SCALE: 3/8"= � (225' DEEP) DRAWN BY. �4A0 �o• "S 03/24/15 NO MINIMUM PANEL LENGTH IS 3'-0 ^��• p �p O EASTERN' METAL SUPPLY, INC DATE '.•L` -4- ;. J: LS M I-C. 4268 W6T AOA0F IIR/YE �• :L^+ IYESf PALM BEACON,FL-JJ40] TICCIT TESTING h ENGINEER/% COMPANY PHONE 561 209-B26J,FAX• 561 64i-1716 15-044 cNDKJG rt.Ala1 ( ) ( ) F„'f •,`j X11,1•.�`,G`eV•.` Tnm..jav5:�giEG-00006719 TJ0s1eT1-isst �.. occarmv u1[ a.a DRAWING Na IVAIRA Lc +a1 s7 Ixa ea II-ztl 4U7/!� m GHEE!5 OF 14 TMS SCHEDULE 1NOTOVES REQUIRED ANCHOR SPACNG MAXWUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR FOR A C VEN ASO.DESIGN L040 AND PANEL LDTGITt HOAEVESR M4AIMLIM PANEL.LEHGDI FOR A CAEN E. D. =EDGE DISTANCE AO DESIGN LOW MUST`BE VERIFIED AS PER SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES SY'MDULE ON SHEEP 4. MAX/MUM MAXIMUM ANCHORS SPACING FOR E D.-3 1/2'•' MAXIMUM LIAXTMUAI ANCHORS SPACING FOR E A-3 1/2'w APPLICABLE TO 4419" S AO. APPLICABLE TO LGLYANM ASD. DESIGN TAPCONS 7A1OIC NNU CNX-1N SOLID-SETPANEIAL477S OF TAP-GRIP SECRONS f& PANEL DESIGN TAPCITNS ZAMAC / UIK-fN SOUf1�SET PANEIllA]ES CF HAP-°RIP SECRONS j/& PANEL PRESSURE REQ No.DYNABOL7 oOMBm2 LENGTH RED NO PRESSURE .DYNABOIRATCOMBWi1RO [ENGIN 70 TO TO TO TO To 70 To(Ps!F.) CONRElE M95DNRY CONCRETE ALISONRY CONCRETE LIASONRY CONCRETE UMW CDNTCRET£INSONRY CONCRETE"ASONRY OF THEM "L'(ft.) (P.sF.) CONCRETE MASITNRY CVNCReTE 9450NRY CONCRETE U4SON7Y LVNUVE MASONRY CONCRETE MASONRY CONCRETE A95ONRY to to 70 1 To I m To TV 70 70 To TO TOOF -r(!L)' 12' - 12'++ - 12' - - - 12" - 12' - 1 (Top) 12' - 12'++ - 12 - - - 12 - 1o" - I(TOP) 12' 10' 12'+t 12' 12' 8' 12' 12' 12" r2" 12' 10 1/2' 1,e(BOTTOM) 12• 6' 12•++ 12' 12' S' 12' 1z' 12' f2' 11 1/2' 6 1/2' 1,9F(LROTIOM) 72' - 72'+ - 12' I2' 12' 12' 12- - 12 - z 9+(TOP) 1• 6' 11•++ - 72' 12' 12' 12' 12' - 11 1/2' - z,91-(TOP) 72' 10' 12' 12' 12" B' - - 12' 12' 12- 10 7/z' z(Borrom) lz' 6' 12'++ 12' r2' 5' - - 12' 12' li 1/2' 6 1/2" 2(BOTTOM) 12' 1o" 12'++ f2' 12' 8' - - 12' 12" f2' 70 1/2' 24(BOTTOM) 1' 6• 12'++ 42" 12' S" - - 12 12- 17 1/2' 6 1/2' 24(BOTTOM) 4350,-40.0 72' - 12'++ - 12 - - - 12' - 72° - 3&4(T6P) 8=0' -135.a-40.0 12' - 12' - 12' - _ _ 12' - 11 1/2' - 3&4(TOP) OR 12" to' 12'++ 12' 12' 6- - - 12' 12' 12' 10 1/2' 3(BOTTOM) OR OR 12" 6' 12'++ 72' 1' 5' - - 12' 12' 71 1/2' 6 7/2' 3(BOTTOM) 10=0' LESS 12' 1o' 12"++ 12' 12' 8' - - 12' 12' 12' !O 1/2' 4(BOTTOM) LLs9 LESS 12' 6' 12•+ 12" 12' S' - - 12' f2' 17 1/2" 6 1/2• 4(BOTTOM) TO 12' - 72'++ - I2• - - - 12' - 12" - 5 _ + _ _ _ _ _ (T (IOP) l2' 12" _ T`2" !2' 11 1/2" 5(TOP) 12" 10' 12"++ 12' 12' 8' - - 12' 12' 12' 10 1/2' 5(BOTTOM) 12' 6' 12'++ 12" 12' S' - - 12 12" 7r 1/2" 6 1/2" 5(BOTTOM) 12" - - - 12' _ _ _ 6(TOP) lo" - - - 10' - - - 12 - - - 6(TOP) 12' - - - 72" - - - T2' - - - 6(BOTTOM) 8' - - - e' - - - 71' - - - 6(BOTTOM) 54 BOTTOM 5A BO71DM 71" _ _ _ 11' _ _ _ 12" _ _ _ 7 OP 7_ - _ _ y - _ _ 9 I/2' 11' _ _ _ T2' - - - 12' - - - 7(BOTTOM) 7' _ _ _ 7' _ - - 7o' _ _ _ 7(BOTTOM) - - - - 12' 6" 1' 12' 12' 72" - - 8(TOP/BOTTOM) - - - - T`2' - 1' 12' 12' 12' - - 8(IOP/BOTTOM) 12' - 12' - 12' - - - 12' - 12" - 1 (TDP) 12' 8• T2'+{ 72' 12' 6' !2" 12" 12" 72' !2" B 1/2' 1,e(BOTTOM) t ONLY TAPCON ANCHORS OR All PO/NT SOLID-SET A[lAY/ED FOR MOUNRNG SECTION 9. 12' - 12'++ 12" 12" 12" 12' 72' r2' - 12' .. z gF�Op) tt ANCHORS SPACING ONLY VALID FOR 7AAOAC NA/LIN. Tr • SEE SHEET 8&9 FOR ANCHORS TYPE&SPACING 12' 6' 12'++ 12' 12' 6' - - 12' 12' 12' 8 1/2• 2(BOTTOM) FOR 1NSTALIVIONS INTO WOOD FRAME BUILDINGS 12' 8' 72'+ 12' f2' 6' - - 12' 12' 12" 8 1/2' zA(BOTTOM) ""` MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2'EDGE DISTANCE FOR E A LESS THAN 3 1/2'REDUCE ANCHOR SPACING BY 435.a-40.0 12' - 12'+ - 12' - - - 12' - 12' - 3&4(TOP) MULTIPLYING SPAGNGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS CUM- E D.FOR CALK-IN ANCHORS&ELCO OR 12' 8" 12'+ 12' 12' 6- - - 12" 72" 12' 8 1/2" 3(BOTTOM) >8=o* PANFLMATE'IS 2 1/2;AND 3 1/2'FOR SOLID-SET ANCHORS). LESS 12' 8' 12'+ 12 12' fi' - - 12" 12' 12" 8 1/2' 4(BOTTOM) TO . 1o'-0' FACTOR 12' - 12'++ - 12' - - - 1• - 12" - 5(70P) ACTUAL E D. TAMAO N4TUN 12'+ 12' 12' s' - - 12' T`2" 12' B 1/2' 5(60TTOM) TAPCON /DYNADOLT CATX-w SOUo-SET CF TAP-GRIP /PANELWATES 12' - - - 12" - - - 12' - - - 6(IOP) 3" - .86 .75 .78 1.00 !O' - - - to' - - - 12' - - - 6(BOTTOM) 2 1/2" - .71 •50 - .80 g• _ - _ 9' - _ _ 12" _ _ _ 59BOTTOM 7 OP 2' - -50 - 9' _ _ _ g• _ _ _ 12' _ _ _ 7(BOTTOM) .35 12• 6- 12" 12' 12' !2' - - 8(TOP11107TOM) >>�o. YYY FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) o� m2o15 nEa a 0.050"BERTH(25MI ALUMINUM PANEL F.R.L. � ENZEP) DDBY, No,4416 _ IEC EASTERN METAL SUPPLY, INC °3/DAM15 k-1 �� l��� Q 613 C.TTUJT TESTING&ENGINEERING COMPANY TYESr,PALMBF/TCTLFL1740,715-044 PHNE SGI 209-8263, AY: 561 841-1776( J ( )EV-00°6719DRAWING NP WALTER A.REN J!.RE 7� PAP 11�x wIn SHEET 6 of 14 TF "P,�S?ti` FLORIDA Uc. 44167 ~{{{{Ai1 lTfltittRttellA- FIR�ASIX AND PANEL LENGTH MAXIMUM A.S.D. D (pESIGN PRESSURE RATING s.L) AND CORRESPONDING MAXIMUM ANCHOR o���ne0.1.•�R, d00°°a HDIYEWR MAXONMPANEL LENGTH FOR A LYVFIJ E D. =EDGE LMDISTANCE '.•• ,, ASD.DEVON LO MUST BE MUTED AS PER . S r '"`• SCHLDLILE ON s1EEr f. SPACING SCHEDULE' FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES *' AGWMUM MAX/AMM ANCHORS SPACING FOR E.D.-3 1/2"•• MAX/MUhI MAXIMUM ANCHORS SPACING FOR E.D.-3 1/2" A.D. IANAC NAI(IN APPLICABLE TO LL4X/MUIf AS.D. APPLE£ IGL5711u1f DESIGN TAPCONS CALK-IN SOUD�SZr PANEUNTES OF TAP-GRIP SECRONS IT& PANEL DESIGN TAPCONS ZAAMC AWLINI CALK-IN SOLID-SET PANII{fATES CFTAP-GRA 5E' PRESSURE RED N0.OTNABOLT NY COMBINATIO LENGTH PRESSURE RED HD.DYNABOGT ' RATING. PA77NO M(7to 0 N67H (P.s.l.) ro ro ro TO }Ll TO ro TO 70 TO TO ro ' OF THEN •L•(ft.) �.s.f) T1 70 TO ro TO 1D TO TO 70 TO TD ✓v OF�fEM• �•G,�Q(!L) WNCRElE MASONRY WNdtETE AWSDNRf RVICREIE MASONRY CONGRE/E Af450NRY WA'CRE7F MAWNRY CONCRETE MASONRY 0011CRE'7E 11A5T7NRY WNCREfE AfAGONRY WAYJ+EIE 1A9.SVNRY WNCAL7E MASIXJRY CCNCRElE A1AST7ART' CON 12" - 12•++ _ 12' - - - 12' - 72' - ( (TOP) 8' - T++ - 9• - - - 12' - 6' ��°rld •.._, P�'ba�, 12' + 12^ 12 5" 12' 12" 12' 12 J2' 7' 1,91(B0T70M) 12" 5' If"++ 10" 12' 4• 12• 12' 12' 9 1/2' 9' S' 7, 9E(DOTT7M) 12" - 12'+I - 12' - /2" 12' 72' - 12 - 1 2, S+(IOP) 12• - 9'++ - 12' - 12" 12' 12' - 9' - 2.9't(70P) 12" 6' 12"++ 12' 12' 5' - - 12' 1 12' 12' 7' m(,T0P),CM 12" 5" 11++ 10" 17." 4" - - 12' 9 1/2" 9' S" 2(BOTTOM) 12" 6," 12"F+ 12' 12' S' - - 12' 12" 12 7' 12' 5" it"++ 70' 12' 4" - - 12" 9 1/2' 9' S• 2A(BOTTOM) +J5.0,-40.0 12' - 12"++ - 12' - - - 12" - 12' - 8=0- +55.0,-60.0 12" - f 1 + - 12' - - 3&4(TOP) 8=0- TV =0"TO 12" 6' 12'+ 12' 12" 5' - - 12 12" 12' 7' OR TO 12" 5" I1'++ !O" 12" 4' - - 12' 9 1/2' 9" 5' J(BOTTOM) OR LESS LESS 4550,-60.0 !2' 6' 12'++ 12' 12' S' - - 12' 12" 12' 7' +75.0,-80.0 12" 5' 11'++ 10• !2' 4' - - 12' 9 1/2' 9' S' 4(BOTTOM) 12" - 12•++ _ 12" _ _ - 72• _ 12• _ 12" _ 1t•++ _ 12• - - - 12' - 9• - 5(Top) I2' 6' 12'++ 12" 12' 5' - - 12" fZ' 12' 7' 5(BOTTOM) 12' 11' 10' 12" 4" - - 12" 9 7/2" 9" 5' S(BOTTOM) 10" - _ 10" - - - 12' - - - 6(TOP) 8' - - - 8' - - - 10 1/2" - - - 6(Top) 8• _ _ _ 6' _ _ _ 12• _ _ _ 6(BOTTOM) 6" _ _ _ 6. _ _ _ g _ _ _ 6(BOTTOM) 7' - - - 10 1/2' _ _ _ SA BOTTOM 7 5. _ 6• 1/2" - _ _ 54 BOTTOM P _ 7 7 P 6• _ _ _ 8' - - - it, - - - 7(BOTTOM) 6' _ _ _ 6 _ _ _ 6• _ _ _ 7(BOTTOM) - - - - 12" - 12" 12" 12' 12' - e(70P/BOTTOM) - - - - iZ' - 12" 12' 12' 6' - 5°++ _ 6' _ - _ V12" - 4' - 1 (TOP) 5' _ 4•++ _ 5• _ _ _ 8' - 3' J 1/2' 1(TOP) if' 4' 9'++ 8' il' 3' 12" 12" 8" 7 1/2"' 4' 1,9+(BOTTOh() !0' 3' 8'++ 7" 10' 3" 12" 12" 12' 7" 6 1/2' - I,9+(BO7TOM) 12" - 9'++ - 11' - 12' 12' - 7 1/2" - 2.91"(TOP) to' - 7'++ - 12" - 12" 12 12' - 6 1/2' - 2, Lf'aop) 11" 4" 9'++ B' I1' J" - - B" 7 1/2" 4" 2(BOTTOM) 10." 3' 8"++ 7" TO' 3" - - 12" 7' 6 1/2' 3 1/2' 2(BOTTOM) f7' 4' 9"++ 8' 11' 3' - - 8 7 1/2' 4" 2A(BOTTOM) 10" 4' D"++ 7" 1D" 3 - - 12' 7' 6 1/2' 3 1/2' ?A(BOTTOM) J50,-700 11' - 9'++ 11" - - - - 7 7/2' - 3&4(70P) >+550,-60.0 10• - -6•++ _ 70• _ _ - 72' _ 6 1/2' - 3&4(T77P) TO 11' 4' 9"++ B' i1" 3" - - 12' 8" 7 1/2" 4' 3(BOTTOM) >e'-0' TO 10' 3' 8•++ 7' 10" 3• - - 72' 7' 6 1/2• 3 1/2' J(BOTTOM) >e'-0• 455.0,-60.0 i1" 4" 9'++ B• 11' 3" - - 12' 8' 7 1/2" 4" 4(80770M) TO +75.0,-80.0 10' 3" e'++ 7' 10' J. - - 12" 7' 6 1/2' 3 1/2' 4(BOTTOM) W ++ 12'-0' 9_r it, - 9" - 7 1/2• - 5(TOP) 1o" - B"++ - 10" - - - 72' - 6 1/2' - 5(TOP) ft, 4' 9'++ e' 11' 3" - - 12" 8' 7 1/2' 4' 5(BOTTOM) 0' 3. 8'++ 7' 9' 3" - - 72' 6 1/2' 6 1/2' 3 1/2' 5(BOTTOM) , 6' _ _ _ 6• _ _ _ 8 1/2" - - _ 6(TOP) 6• _ 6• _ _ _ 7 1/2• - - _ 6(TOp) 6• _ _ _ 6• _ _ _ 7• _ 6(BOTTOM) 5' _ _ _ 6• _ _ _ 6 1/2' _ _ _ 6(BOTTOM) 4• - - - 4" - - - 6 1/2' - _ _ 54-BOTTOMq. _ _ _ 4 _ _ _ 5 1/2• _ _ _ SA7(Bo POM 5' - - - 5' - - - 6 1/2" - - - 7(BOTTOM) 4' - - - 4" - - - 6" - - - 7(BOTTOM) - - - - 6' - 12" 12' 12' 6' - - 8(TOP/BOTTOM) - - - - 6• - 12• 12" 12" 6' - - 8(TOP/BOTTOM) FACTOR + ONLY TAPCON ANCHORS OR ALL POINT SOLID-SEF AALLOWFJJ FOR MOUNTING SECRON 9. ACTUAL E. 0. ANCHO(LS SPACING ONLY APPLIC4B1E 70 ZAMAC WUN ANCHORS FLORIDA BUILDING CODE (Non High Velocity Hurricano Zone) ZAMAC A14VN SEE SHEET 7&8 FOR ANCHORS TYPE&SPACING FOR INSTALLATIONS INTO WOOD FRAME TAPWN /D71810OLT CALK-IN SODO-SET GF TAP-GRIP BUILDINGS. 02015 77L7EW,INC. 0.050"BERTHA ALUMINUM STORM PANEL FR.L nNL11/a7E9 �Y MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2'EDGE DISTANCE (2.25" DEEP) DRAWN BY, .86 .75 .78 1.00 FOR E D.LESS THAN 3 1/2,REDUCE ANCHOR SPAC18G 8Y MULTIPLYING SPACINGS SHOW ON SCHEDULE BY THE FOLL01ANC 07/24/15 2 1/2" - .71 .50 - .80 FACTORS. (mm E D.FOR CALK-IN ANCHORS&aco o E,4S��RN' C,�ET�4�. SUPPLY, INC DATE PANEZMATE LS'22 1/2;AND 3 1/2'FOR SOLID-SET ANCHORS). 0 0617 c. 4266 WEST ROADS DR" 2' - 50 - - - FOR THIS OPERA77ON TO BE WE REDUCED SPACINGS RESULTING FROM APPLYING ABOVE _ 77LLIT TESTING&ENGINEERING COMPANY WEST PAW BEACH,FL 37407 FACTORS SHALL NOT RESULT ON SPACINGS LESS TFW4 3'FOR ALL ANCHORS(EXCEPT sxxs Naw.acM. SM ws,NRGNM Wa9S R JJr64 PHONE(561)209-8263,FAX:(561)841-1716 15-044 1 1/2' .35 - _ _ _ +4.5'FOR RED HD.DYN40OLT ANCHORS). nm7�Ee-0006779 L °�"e �,NrI arc D271WNG Na IVA A TLLIT Jr.P.E mn rr-au "V.`r/u SNCET 7 OF f4 nORIDA L7e. 44/67 CONCRETE ANCHORS CONCRETE ANCHORS (SEF SCHEDULE) (GEE scNEaULE) =5S`� 114"Max. CAP Yj4'Max 6AP -- ; �r� 0 ` jr IIQwCONCRETEREQUIRED I Cnt. CONCRETE41REQUIRED 2 Ct, SECTION d—L9'SCALE: 1j8"= 7' m^ EwmuG-/• t I ,t ccAs I I I ta cuss 1 Arn.SWARanON G 148/6, y 14A/6, I h I TO GLASS I I 1 q 1 I 1'Mn.SEPARATION I- I ( Y0-) (WHOLES) 15,168/7 15,16Aj7 i CLASS I BUT NOTCHED 114't-20x 7"SS. I z ( I EA CORNER @ -SIDEWALK BOLTS. SBOTIOMHOWN.IISSEE 16 SHOWN. ft (WHOLE) DETAILS 7f/, � -i----�/ W I DE7A2 2 I I 2115. E) I 1 I y ( 3/2' @ i2--a.G 1 ! I I I PANEL RLY REMOVABLE I 114"0020 x I"S.8.td5 ..6 PANEL[1 W/ 1 I I a W/7/R'o x 31 I StFEW BOIIIIJIF a ...... .... " .• .... (SEE DETAILS I ( I Y I I I 1 .... :... ::..:: .�. 2/?, 2.74)CONNECTED 7.R I I 1 V.':::.:'.:.:'.:.... TO�7HRU TE ( I •' CRETE I I I ! 1 N B. BLOCK WALLo I I I POURED -- .j•-. -- - FASTENED AT REAR REQUIRED w I I ORM I I I Wj7/8 alx3j32" BtOCK wAu a I 1 - WING NUT O EVERY ( REQUrRED I 2" OR f0 OR 1 SIDEWALK BOLT: I m I 5" 14B/6, 14A 6CONCRETE ANCHORS , - 37 / (SEE SCHEDULE) _ 15,168/7 15,16Aj7 CONCRETE ANCHORS- 375' 3' CONCRETE ANCHORS (SEE SCHEDULE) 3' - canE (SFr SCHEDULE) LE PANEL(2)W1 Max. Max. INTE5t..8047S DETAIL 2)) Y M;n. 1 Min. - r tL6J Cant CONN 70 7HRU 5/8-0, HOLES Al 6 B B"O.0&FASYENED SECTION 90A SECTION ?0B AT W 711 mx3/32 WNC NUT A EVERY srpEYU1D(BOLT. INTERIORLY REA40VABLE STORM PANEL WALL HOUAITINC INSTIALLATIONs PARTIAL ELEVATION Y SECTIONS Io SCALE: 1/8'- I' SCALE:3/8'=I' . INSTALLATIONS VALID LOR PANELS 1 USE Of TLY \,j11tgg1149NPPPitit/f WITH INTERIORLY t 40VABLE PA ELS f FLORIDA BUILDING CODE (Non High Veivcily HPrrrioone Zone) 02015 IIHM Ira 0.050"BERTHA A�UMlNUM STORM PANEL FRL M¢, p, •w a (225"DEEP) DRAWN er• — EASTERN METAL SUPPLY, INC DS1DAM /�oe��� �GJ, 4260 uTSP xaADs aRrvE r o o lP J. i�`Y �' TILUT TE$BNG Q ENGINEERING COMPANY WEST PAW RDlati 2.1X07 ri.T.' � GS55 R.v.As m sta aa:.NRa+b1 Gain R.mice PHONE:•(501)209-02CA FAX(561)141-1716 1•�-044 ! l t P+�em;{JaSJaTitI MT(.ft6 f-tslt °j°7eFT FIIFESS�a.�•``` EB-oppc7Ys m ��ra =w H OPAwwc nw T/P/1Ptt}Pi911\9��ti WPLORID4 UG 4478 A. 7 t SNEEI' 8 pF i4 I CONCRETE ANCHORS CONCRETE ANCHORS CONCRETE ANCHORS E 0. CONCRETE ANCHORS E D. (SEE SCHEDULE) E p, (SEE SCHEDULE)\ (SEE SCHEDULE) (SEE SCHEDULE) \\1 E D. POURED POURED + POURED CONCRETE 11 POURED CONCRETE I I CONCRETE CONCRETE REQUIRED ED. ED.— REQUIRED ED• EQ. REQUIRED 57.-TI I ED REQUIRED� E0. I I ED. Cont I i I I I I I I I I I I I 5 Cont I I I I I_O Cont I I cont. I I I I Q I I I I I I I � I I I I -� I I I I •"� I I I J 7•MiTTO CLASS TION I-• I �..0 I I I I I q LT"M'n.SEPARATION I 1^ T CLAS AXON SS I I 1 I I j I h 7O ClAI I 1 � I TO 1ASS I W 1 MLn.SEPARATION I 1 I I I I I TO CLASS DETAIL I w I I I 8 I W I I 3 I TI 1 DETAIL'2 I I I I I � � • -I I N i-0 I 7/8•P x 3/32•r I I I I I I I I WANG NUT 0 16 I I 7/6'3 x 3/32' -EVERY SND I I x I WING NUT a—\ I I 16 I I a 0 72'o.c I I � EVERY STUD II I 7 t D I 7/8 o x s/3z' &12'O.a Cont. L I I I I IEVERY SND I I I WING NUT 3O_ I I In I I I I I a 12•D.C. I 7 EVERY STUD I 0— cont L I I 0 72'o.C. I cont / I I AL7I7LVA7E LEG in I EDGE OF I N LOGITION � I 7 I POURED CONCRETE F I 1^ SlAH IF ___ Cont.L I YOB PEQUARED I I APPLICABLE ^ EDGE OF I ALTERNATE Cm In I CONCRETE ANCHORS E p, EDGE OF LAB/F LOL'ATION `~ I REQUIRED I 11' LAD IF APPCLC9B (SEE SCHEDULE) APP J5 BLE --- u PoURED CONCRETE ANCHORS CONCRETE CONCRETE ANCHORSrI +• (SEE SCHEDULE) D. REQUIRED (SEE SCHEDULE) F—ED. I E INM71ORLY REMOVABLE PANELQW/ u CONCR CONCRETE ANCHORS�Lj SECTION I IA SECTION 11 S SIDEWALK BOLTS(yE> DETAIL.2) REQ;a (SEF SCHEE CONN TO c'FHRU 51610 CEILING & FLOOR A40UNTING INSTALLATIONS HOLES AT 6 L0 6"O.0&FASTENED SECTION 12A SECTION 12B INTERIORLY R33OVABLE PAN2QW/ AT REAR Y/ 7/6'0x3/32•WING NUT S/DEIYALK BOLTS EE DETAIL 2) ©EVERY S/DMIALK BOLT. SECTIONS 1 1 GDNN IED lO 6 7NRU 5/B SCALE:3/8•- 7' CEILING & FLOOR MOUNTING INSTALIAT/ONS HOLES Ar 6®6.O.0&FASTENED AT REAR W 7/6'mx3/J2'WING,NUT .1675' r/4=20.1 ss smE eaL Bo 3s SECTIONS 12 ®EVERY SIDEWALK B LT. w/a/4'stor7Eo HFA 7 6 INTERIORLY Raarov�eLE PANFL.V SCALE:3/B' 7' THRU KEY HOLE W/114--20 AT RM. 1 718'x�®/'2 ' R.AOLE INSTALLATIONS VALID FOR PANELS MUSED JOINTLY PAM ®6•a s I I WITH INTERIORLY REMOVABLE PANELS n I tgw+A7to7jY7j I FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) \\CENs�'.•Q`�� 02015 7XIEC0,ING 0.050"BERTHA ALUMINUM STORM PANEL F.R. E D. EDGE DISTANCE I I stiEEErSCHEDULE j N (2.25"DEEP) DRAW B5 1875" I I d H6LEO 6'G.0 v,.�,, o EASTERN METAL SUPPLY, INC DATE ' V—.050 /• NOTE FOR COURINA17ON OF SECTIONS: u L� E c G 1,�6. 42fi8.WEST ROA05 pRhE ��'•. ' tt� vrsr PALM BEACH Tz a3+07 �^('� F• ' •'J 1 T/LL?TESTING&ENG/NEER/NG COMPANY DETAIL 7 — INSTALLATION OF 9 4'XY" FLOOR/CEILING MOUNTING SECTIONS CAN BE F{I7�� \�7 61U MA BNS s. w vxez ewmC n Alec PHONE(561)209-026;FAC(56f)841-7716 15-044 SIDEWALK BOLTS �1 RENOV BLE PANEL CONFINED!N ANY WAY 7t7 SUIT ANY INSTALLATION. �Op'�S h� �ye� "r T �TEB 006719 +m 14, s w o�vnaY aaawNc No SCALL•I•-1' A7 FJ///T��v r.� ti11��' ELORIOA Lie 41167 SNEE7.9 OF 14 1bf.GXrnFf W ASP? 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WAWA NJA MIAf2' B Y2' 7112- T2" 9' /D4(8o1TON) 12" N/A f2' Y NIA WA !2' 6 1/2' WA NIA NIA N/A 12' 6' 72' S I/2' 12" 4' 10B(pO!'fUM) JJ 112' N/A 12' ,NJA N.JA NIA 72' WA WA N/A NIA NIA 12 WA T2' NJA 12' NJA 11(IOP) FB.LS,-6SO a 1/2' N/A 12' N/A N/A !1/A T 1/2' NIA N/A NIA N/A N/A 11 1/2' NIA 71" WA 9//T' N/A f lA(BOnOAt) 9=-0'OR LESS N/A N/A 1i/A nIA N/A N/A NIA N/A N/A NIA N/A N/A $ N/A J' N/A J' N/A 1/B(BOnOM) NIA 72' NJA NIA NJA 12' N/A WA NIA MIA NAA 12' ft/A 7T' NIA 12" N/A t2(RSP) 'N/A• N/A 71/2-d NJA NJA N/A N/A N/A 1f 0" NIA 71• NIA 9 7/2' N/A 121(BpnON) 1(/A NIA NIA L N/A d' N/A 4' N/A 4' N/A T20(80T7j)Lv i E a=EDGE DISTANCE ANCHORS LEGEND REDIIC{UM ANCHOR EE ANSPACING 8j'A(UL77PLnNGS ARE MD G SPAC//NC SNUWNOON SCHtD4LE BY if/E f'pitFOR F-ALEW 7 W C FACTOR$ ' UNITED TO 5'-4"MAX, SPAN. �• mi. ANCHOR TYPE ANCHOR OTB ABrN E.O.FOR CALK-19 ANCHORS LST I/2� SPACING FOR 7TB4 OPFF wm TO DE POS(BCG PzxcED SPACING 08TAtNE71 LIMING FACTOR SHALL NOT BE 4f0 SS TAPGTON,ZAA{AC NAJUNG. LESS WN MNIMUN SPAGNO INOIC47ED FOR FACN ANCHOR TIDE AT ANCHORS LEGEND. CF TAP4tO SP.PAW CON, OR C NWATE PLUS JO F R' ACTUAL E a REGULAIR TAPCON& MIAC#NUN.CNVB--FUXSS4(c CALX-1N 410 5 TAFCON PANEt WOR PANEUMIC,PLUS. WN SOLD-SEf CF TAP-GW SOUD-SET 35' .86 .75 .28 1.00 .71 -14 - .80 G(tE7E FLIX 554 &0' _ 2" REY IAR TAPCON IN BLOCK 4 .0' !1J2" 0.35 REGULAR TAP00N W CONCRETE J.0' .......... �ffiy FLORIDA BUILDING CODE (Non High VelocityPtuT1-tcane Zane OZOIS PIMP,INC. 0.050"BERTHA ALUMINUM STORM PANEL (2.25"DEEP) DRAWN W. im EASTERN METAL SUPPLY INC 031 241151 F• f'. 0 U Lb LS `4y V IC3C. 4268 WEST ROADS ORAS 047-- TE: •r +f rte*4 TlUJr TESTINO&ENGINEERING COMPANY ✓QES1'PALM BEAM FL 3J407 F/ 7nf� y1' ow N..JBB.5 Sb Jns,..M cACOEhLt,n JACO PHONE•(561)T09-92&3;FAY.(561)841-1776 15-044 L NEa 006 y('°'u'r1&» aY.rte rcxfrmnur uR ar. uM DRAWING No MALTER A.WLLfr .Jf.RE cC0 ri-f J sro SN£Ef 10 OF 14 1 \�` FLORIDA U. d4107 I",Z'x,125'(If".) ALUM.TUBE W/114'0 114-0 LAG SCREW O r LAG SCREWS 9 6'O.C. t 40 tAC SCREIYS B 6' W/t 1/2'Min.7HRFADEO H�llil�,D 1/2Min. //��''�' If4`0 UG SCREWS P 1/4'0 tAC SCREWSPENETRA7JON TO / W,OD EADE7t0 EM57INC 6"o.a W/1 112'Min, 6"O.C. W/1 1/2'Nin.iXIS77GHEADStO OOD HEADER. 1 PENIX/SRNG WOOD HEADE21" IX/57INC OOD HEADETf. &C p Q NEg eER Alin. XX0.250' 15a° .50O, 0.250' 0500' - -Q cont AinM A26n. I 2' I 2 3 Cant ,Mfrs Nin I LS L �J _ COnL I ¢ o kVOOtl H ( 1 I 1 0 .WOOD 1TFADEI2 I --�1 �• I I. �:c.•»:' EOo Haan? I cnnLm WOODRH ER I WOOD HEADER I w000 iiwvT °� m REQUIRED I ' REQUIRED I REQUIRED, I b' I f ( t'A6MA1ttM I l:1 2 z I .o �-SEPARA71ON 717 I SEPARA aN To— GLASSI y I •-SEPARATION TO i'FflMI.IUM ALTERNATIVE 1 z Goss GLASS �.� oufDEEXXTEEK scREwS 1/4'c x J/4'Rw Wit. � J 'AJ 6'C.C. I W SCREWS a 6'0. I '—(D . i"Nw1MUAl f Q'•d-?O x d I 1 d sEPAwtnoti m - I d SEPA%RON TO 004r W/ d L�:'' .:•; b L[A55 i CiAs',s I 7/D'0 x 3/32' I 'd �'• I 7/9'p x I y ( 4 WING NUI' 0. 3' tf4'0-20 x V f3z'kYiNG ` yr T/B•J X, o I EVERY STUD A K AOn. $OR I B0 Wf + 3' I NUT a7 EVERY i 12"a s 7/B'd x 3 32^h .D0O' SRT.6/2'D.L .7/32'WINO 7. 4 1 1'I WIHR Nur a EVERYNurSTUD 0s cont 0 C-L D D 3/32WING NUT 0 11 0 7 Cont we D tl � T/4'0-2oSC. 12'O.G E7A Con!. O5ma 4' a �n BOL75®12"O.a Cont - RE RE Cont W/NUr&WASHER J 4'0 LAG SCREWS m 1¢0 LAC SCREWS P 6' - ) x 4'x.fZ5'(Min.) 7'x 4'x.125' 6'O.a kY/t 112'Aria. AG SCREWS 0 6' oa w/1 1 2'Min. WOOD STUD 6063-75 Alla .TUBE(Cont llin.)/ ) TNRFAOED PINEM77ON 7HRFADE'O pENSTRA11ON 8024 o.-C. 5m' og SDB1Y-7r Num.7UBE(CorsL) 0 MIDWIDTN OF PLA7E } tf2'A6rt. 2` 7 ED PENETRATION FT U/R 'c M/OWlO7H OF PLA7E RECUT A6n. 2) !f4'd tAG SCREWS® "' (7J " 1AG SCREWS 0 OF PLATE ON SILO(MiDWfO7l1 OF EACH STUtl(M/DWIDTH OF STUD,2'Af..NOMINAL)AND STUB 2'Min.NOMINAL)AND W/2'Min.7HREADEO FENETRARON THREADED pENE7RARON INTO IXPSNNG STUD. INTO EXISRNG STUD. ALTERNAT/VE 2 ALTERNATIVE .4 ALTERNATIVE.5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNT/NG INSTALLATIONS INSTALLATION DETAILS ON f'MIMMUM I -O SECTIONS A SCALE: 1i4'_I' SEP4R4V0M EXISTING WOOD BUILDINGS ,I Gtnss tyyt4tt4644tfirs 1//4'0-2O XJl4" o^ Ll 4•• r 11OtIS IT/711;1xNOTES;• b'`'* - •I 3/32'WING NO 1. IAUTAUA77ONS ARE ONLY VAUD FQR MAX A.s.O. GDT N PREJS'URE. u ' •' ( RATIND UP 7DPG5.O, -720 psf AND PANEL'S LFNC7H5 UP TO 9'-O". 2 FOR WOOD P•RAME CON LICT/ON: WOOD MEMBERS TO BE �i 7 conf. SOUTHERN P7NE No. 2,7 ; Ylf SPECIFIC DENSITY LSF 0.55 OR EQUAL �.- .'<(jhyL Q •, .: O.0 w/} 1/ 0 6- af`OA��1ttf5ifit��¢�,a. z' urR 7H'..PENE7RA77OI 9 FLORIDA BUILDING CODE MIDWOTH OF PLAlE .(Nan Nigh ye7ocify Hurricane Zone) NOTE FOR COMBINATION OFSEC 02015 Ml=ENa 0.050"BERTHA ALUMINUM STORM PANEL rRf WALL MOUNTING SE07/pN5 CAN BE COMBINED (2.25" DEEP) DRAWN W. ALTERNATIVE IN ANY WAY TO SUTT ANY INSTALLATION. OJf24/t5 UDE EASTERN METAL SUPPLY, INC aATE U k� E C®i CSC. 4266 WEST Rawl DRAT TILUr TESTING&ENGINEERING COMPATYRESr PALAf BEACH.FL-V407NJF kw.76th ssee,,s4.Ja1 Naw'N GVmcNS,rt 71166 PHONE..'(561)209-0267 FAA..'(567)64!-!716 15—DQ4 Pnene:(JmIu71-rsn.ror:(Jos)671-tzlr _ WALTER A EB-0006770 mY.x' ua tktAittNG Na RLLJr.P.E.FLaRlna P. I a[a t1-us /tn AX. DA7 c aa167 sxF.Er tr OF l4 114-0 L40 SCREW 0 e 0. ?,�4a 0 LAG SCREWS t14'0 LAO SCREW C W1 7 112 Min,THREADED ,0 20 aco 4 C. 7 7/2'Aft 4-1 PENETR4770N TO EXISRUO WOOD 114THREADED71ON a W`1 PANSU147F 0 12' 112 RIR. H64RM 7 TO EVS77NG WOOD OEAM— To DOS77NO WOOD VEAM— C..L 0.r ® (D dr7 :•/ 11 ng"-& N WOOD U .4 7—K 8'(Min.) W1 I 71e Mb. STRUCTURAL ADEQUACY Wool? LE 12 O.1-W/ 6.0." LAG SCREW a OF, SMUCTURAL ADEQUACY �r : Y""1112'mil- 4EAS ODD I1W OF EXIS77MG Woo 86W 4A. C. 'E C BY -G8-10, UQW_ oG:7D' ISSN L" RM R N__I 70 WED Q.. RWISIERM ENGINEER OR TO Be Caumm By 0.250" 1 TO kXdSn)VG WOOD RMSTEREG EmamrxER or, OSM PENUM770H 'I, "'w 114 Mac HEADE)?. ARCHITECT PRIOR To ARCHOEGr PRIOR To 0 00" —T— I SHUTTER INSTAUA770M ShVITO?INSTALLA770M I I'll I-- X2 CONT. 7 C-L �7 .'wu HEADER mim 114'0-20��14* REQUIRED i .5 BOVY 7/0 Cont.ce�t. IV;x el V I'MINIMUM .-p N WOOD HEADER 77ON TO 4.0 MINIMUM GLASS REQUIRED j I � - I I SEPAR4770LM TO SEPAR477ON 7V INIMUM GLASS GASS A L TERNA T/VE 8 SfTKR0k77GLASS ON i AN SEPARA77014 70 GLASS 114,0 ffw salt CONK RK SCREW 0 6'ar- IVING Nur 0 114-0-20 x t I'd 12'O.C. 1 21 61 .314'OOLIS$Y/ WOOD DECK WOOD OECK:� 8 lj,�2 SQ OR 9 W;, r I I EQ` 0.0 1EQ 01 n EO G SCREWSMin in.Cant. ia V'---tl4-0-20 aCO WOOD I/e,Mill, PtA7Z REQUIRED 9 MIDW/O7NOF PLATE r .7 PANELLWE 012' 1 ALTERNATE * O. C.. I JEQ jEO 11ON MI, a 0 Zj14-o LAG gGR45 0 RM RED tc r. UIDWOTH Or PLATE POSMON ILTS WO D SW Afi� 4-0.C.W1 1 112'Aft 3 IWNG NUT o 241 a a 7ME40ED PENETRATION. THREADED PENEZR4770N. C. REOMED, BOL-M 12'O.a W/Nur&W... F I'cant MINIMUM T ALTERNATIVE I ALTERNATIVE 2 125,("in.) TO GLASS lox 4 '.(Rcomr. 1 IR 6S-75 Alm.WVC(C-lt-) (2)f/V 0 LAG SCREWS 0 ALTERNATIVE 10 CEILING FLOOR MOUNTING INSTALLATIONS SACH STUD(M1VWDM OF g SILO.2'Min.WMED FA NUT mu A MD SECTIONS B SCAW 114'- I' PRO AND 2"m EGr VON Ix ALTERNATIVE 9 0 EVSHNO SWD. >< WALL MOUNTING INSTALLATIONS SECTIONS A SC41E 114'= 1' P.POSMON NOW FOR COMOINA77GAI OF SECTION 0 STUD TYP. TOP/BOTTOM FLOOR/WALL/C19UNG MOUNnNC SEC77ONS CAN BE ALTERNATIVE I I ..111ANY SPAY To suir ANY imsDu4non, INSTALLA L7N EXISTING WOOD BUILDINGS EN FLORIDA BUILDING CODE (Mon Hfgh Velocity HUrrfcone'Zone) 02015'11LIEW.MO. 0.050" BERTHA ALUMINUM STORM PANEL F.H.L.NOTM, No.44 67 (2.25'DEEP) DRAWN 6r. T.INSTAUA770AIS ARE ONLY VAUD FOR MAX.A.S.D. DESIGN PRESSURE RATING UP TO+65.0, -720 pdf AND PANEL'S LENGTHS ZJP TO 9=-O. c J EASTERN KTAL SLIPPLY, INC 2 FOR WOOD FrE CONSTUM t WOOD MEMBERS TO BE SOUTHERN 4260 WEST ROADS VRW SPECIR 0 AY ENS8 ACH'FL 33407 PINE No. 2, OF 0.55 OR EQUAL mur TzmNo&ENDINEEIRNO,COMPANY Mr PALM DF 1-17tS 15-044 ms..�A 9).0 PHONE-0602a.9-am,r".1(561184 m R.=led r—p. yl-'.' DRAKNO No nnA'Ln P. '&V SNEEr 12 -141 11410 LAG SCREW 0 6' 1 1/2'MIN. 1/4b LAG SCREW 0 5' �READID PENETRATION TO Y/ MIN IXR71NG WOOD HEADER. O.C.1f f/2' 7HRFAlOID PENER1A11ON TO .250' �IXISRNC IVOOD HEADER. .500' m— .250" 2 I u 3 Cont. .+•.: WOOD HEADER REQUIRED I 1 0 WOOD HEIDER I m I m REQU/REV I 1 �. f'M'n. o SEPARARON I r.S z .TO GLASS a w DETAIL 2/15 W TO GLASS I 5j t-N � c�us5 G J/,• I 1 � r I � 1 a 16 I a 11411-20 t7:1577NG I 1/40-20 S.SeD, Q1lSS I NG Nur I ®N7 NO r 1' 8 Cont M 12'O.F Con ED L EQ EO ,- EO •375" 14"0 UG SCREWS 1 4 9 LAG SCREWS 0 6' r 0 6'O.F W/1 27/32' O.C. W/1 1/2'M/N Min.PENETRATION 0 THREADED PENETRATION 0 M/DW6)TH OF PLATE. 2'x 4'PLA M/DIVIDTH OF PLATE 2'x 4'PLA REQUIRED RE U/RED INTERIORLY MfOYABLE PANELQI W/ 51DEWALK EOZ75AEE DETAIL 2) 5 g CONN iE0 TO 6 THRU 5/8'Q W., 7p W HOLES AT((F�6 0 6'O.0&FA57ENEO \� AT REAR W'7/B'OxJ/32'INNG NUT �� �� �; ALTERNATIVE I2A ALTL•RNATII/E I2B; ®�mY 5/OEWA[C DOLT. '���P' s WALL MOUNTING INSTALLATIONSAT'OF SECTIO/VS 99 `} VAUD FOR Max. +63.5, -635 pt. '. A SCALE: 1/4'•= I" ��/1j���h ,•',t�+r„� A.S.D. DESIGN PRESSURE RATING. 1 E INSTALLATIONS VALID FOR PANELS g USED JOINTLY 7j�`�°�01e i�;i WITH INTERIORLY.REMOVABLE PANELS n INSTALLATION DETAILS ON EXISTING WOOD .BUILDINGS FLORIDA BUILDING CODE (Non High Velocity Hu one Zone) 02015 WEOO,INC. 0.050"BERTHA ALUMINUM STORM PANEL P.R.L. (2.1.5"DEEP) DRAIYN BV.• 41Y EASTERN (xi EASTERN METAL SUPPLY, INC 4268 WEST ROADS OR(W TILLIT TESUNG&ENGINEERING COMPANY IYEsr PALM BEIC14 FL 37407 E196 nlv.awn.Sf.t"Sle 3,¢9,If/tGPa1 GSPo06 R i1I60 PHONE:(561)209-8263,FAX.-(561)841-f716 15-D44 plana:(J09ry)I-IJJn.fine(J0.9,bl1-lSll OItAIHNC No EB-0006719 WALTER A.TILL?Jr.P.E. Om Ir-TRX I/la a 5I1EET 13 OF f4 F111.04Lia 44167 4 114-0 S.S.LAG SCREW 1/4'0 S.S.!AG SCREW ®4'O.C.W/f I/2'M1K -I-ALTERNATIVELY, TRACK®MAY BE ATTACHED m 4'O.G W/1 1/2'MIN. RTREIDED P[3YETRAnON TO HOLLOW CEILING AS PER DETAILS SHOWN THREADED PENETRATION 'x 8'(LOn.)EXISTING ON ALTERNATIVE 9A. SHEEN 13 4'x B'(Mtn.)EXISTING WOOD BEAM REOV/IRED. WOOD BEAM REQUIRED. E STRUCTURAL ADEQUACY STRUCTURAL ADEQUACY OF FROSTING WOOD OF LXSUNG WOOD 1/4 0 SS.LAG SCREW BEAM TO BE CERTIFIED 1 40 S.S.LAG SCREW BEAM GI BE CERTIFIED E BY REGISTERED ENGINEER / BY REG15fFRED ENGINEER A7 4'O.C.W/f 1/2'MIK OR ARCHITECT PRIOR 0 4'D.C.W/I 1/Z'MIN. OR ARCMTECT PR/OR DIREAOEO PENETRATION TQ SHUTTER INSTALLATION.(�-) INRFADED PENETRATION TO SHURER INSTALLATION.N 0.25' 0.25" 0.25' I I 1 tl i Cont m i Cont 3o I Cont m SEE SCHEDULE N.. SEE SCHEDULE I SEE SCHEDULE p p EXISTING FOR Mn. 1 m FOR Aft _ •I Z'J p E FOR Min. I 1 z 2 CUSS I 2 G SEE SCHEDULE I W R HiA SEPARATION I p I NG SEPARATION FOR Min. EEXX5577// SEPARATION GASS 4'LASS TO CUSS I � TO GfASS I ` 1 SEPARATION TO GLASS I 1 V DF3A 2 I T 1 J/4' T- 4 1 DETAIL 2 1 � n I 16 I I 16 1 a 7/e'0 x 3/32' I 7/8'0 x 3/32' 1 7/e"0 x 3/12'4 1 7/B'D x J/JZ'a MNO N/T MNG NUT 0 MNG NUT 0 Y/8 WING.NUT® ELETTX STUD /8 17 EVERY SND 17 EVERY SND �Y 0 D I ® 12 0.C. GnL I 0 12.O.C. Copt I 0 12'O.C ALTERNATE ra u Na Cant 77�� I Conk I LEC LOCARO 1 LEG LOCATION 1.125" f•I 2'.O' 2'x 6' 2'x 6- 2'x 6' IMOD DECK 1=0 DECK WOOD DECK WOOD OWN REQUIRED REQUIRED I' ,,EARED f• REQUIRED • F"j prg� INTERIOR4LY REMOVABLE PANEL 1DW/ INTERIORLY REMOVABLE PAM(DWI 11410 LAG SCREWS 0 2'O.C. 114-0 NG SCREWS 0 4.O.0 114-0 TAG SCREWS O 2'O.0 SIDEIVALK BOLTS,(SEE DETAIL V DONNALK TED TO 1DLTS&] THRU Er IL 2) I1 1/2'MIK 7NREAIIID PENETRATION W/1 1/2'MIK THREADED PENElIZ4170N W/7 1/2'M/N.7HRUOID PENE711ATION' CONN 70/1 TITRU 5/B0 1/4 m LIG SCREWS®4"O.0 HOLES A! 1®6'O.0 I U-51:ED ROLES AT 1®6"OIC&FASIFI°ED WIT 7/2"MIN.7NREADED PFNETRA770N AT REAR IY 7/e CxJ/J2"W/NG NI? AT RFAR IV UT 07/E8�O S'V7 a ®EVERY SIDEWALK BOLT. ALTERNATIVE 1.3A ALTERNATIVE 1.3H ALTERNATIVE 14A ALTERNATIVE 14H CEIUNG 6c FLOOR MOUNTING /NSTALLAT/ONS CEILING Ge FLOOR MOUNTING INSTALLATIOfdS a u4'sii116i ���q>A 7 SECTIONS 13 SECTIONS S6VE: //4'= /' SCALE r/a'= 1" ^,�+1P.•��(J`ENS, .la7s'-1 I- 1/4=zaxT'sS SIOEWAur BODS 16 I I W/D/4'SLOTIEQ xFA0.E1xED jjQD .,n..— IN/ER/ORLY RETf0YA61E TJIRU KEYHOLE O2 O 6'O.C. 1 IY/1/4=20 NLH A!IlFAR. NOTE FOR COMBINATION OF SECTIONS:RalOv Y NUT®�• KSLE PANEL �6syn FLOOR/CEILING MOUNTING SECTIONS GAN BE INSTALLATION DETAILS ON EXISTING Pli100D eRB/ILDINi >;`..��o�IC .•',,�,tis COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. c;•`�n(f•.....• dgti" I I 7`Aprr1ON1Al�N-� ii_ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I I N67ES: a2D15 RLTEW,Na 0.050"BERTHA ALUMINUM STORM PANEL FILL I I Li :1. INSTALLA770NS ARE ONLY VALID FOR ASD. DESIGN PRESSURE RATING. (2.25"DEEP) DRAWN er •1675' UP TO+65.0, -65.0 pDf AND PANELS LENGTHS UP TO 9'-O' 03/24/15 fn1 ff��/rte EASTERN METAL SUPPLY, INC DATE: —.00. 2 HOLE c 6'aa 2.FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Q L l�6©m C. 4268 WEST ROADS DRIVE DETAIL 2 - INSYALL9TJON OF P/4Rx9" PINE N0. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL anCIT TESTING ENGINEERING COMTLPANY PHONE: 1 BEACH,PL(M407 (561)209-8261.FAX- 61)81-1716 15-044 SIDEWALI(BOLTS @ REMOVABLE PANEL and e:(ms)a EU-00. DRAWING Na F8-0006719 oIo rI-vs /1+/� SGUE f, �, WN.TER lLT/LUT JT.P.6 SHEEr 14 OF 14 FLOR/04 Uu 44167 i II f _ qU ECO IFL WALTER.A.MLIT,�R.,P.E. tiEeco@aol.com FRODUC (7 €�Vlr`�1LUliilll H 1[1�l�Er"Oli 7 FL E.R.iceweNo.000169 FL# 11958.2 DEPORT NO.: 15-0407.05 DATE: April 7. 2015 PRODUCT CAT EGORY' hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT MM, E: 0.050" Bertha Aluminum Storm Panel(2.25" Deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALIM TOCK This is a Product Evaluation Report issued by Walter A. T iBlit, SOP., P.E. (System ID # 1906) to the Esaftm Rfletzl Supply, Once, Rule Chapters No. 61620-3, Method 10 of tie Rorrida Depgrhmentt of Busoness and Pirofessionso Regulla iion. This product is using issued an Evaluation Report as described herein, and has been verified for compliance: in accordance with the 2014 f5fth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that regared by the Code_ This product Evaluation Repairt shall be subject to review and revision in case of a Building Code change that miay'affiect its limitations and conditions. 2. EM[ENCE SU o RIETTED: 2.1. PRODUCT EVAL UATO0rffl D©cCUh1gK9 t{p9&1 Dra.vying Mo. 15-00A, titled "0 .050" BERTHA ALUMINUM STORM PANEL. (2.25 DEEP)" sheets 1, 1A three 14 of 14 prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 03/24115. This drawing is an integral part of this Evaluation Report. 60 gd8��aos�e¢��os�� b 44 •: g CC b' 6355 N.W. 36th Street, Suite 305,Miami,Florida 33166-Phone: (305) 871-1'a�°"�'a�� (345 $71-1531