Loading...
HomeMy WebLinkAboutProduct Approval (2) 'I'o".`a Dpai nentLj BCIS Home Log In , User Registration ; Hot Topic Submit Surcharge Stats&Facts ; Publications 4 FBC Staff BCIS Site Map Links Search Busines�i Professib`w�al Product Approval USER:Public User Regulation Product Approval Menu>Produce or Aool:cation Search>Application List>Application Detail " € FL# FL11968-R3 Application Type Revision 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 1rodriguez@easternmetal.com Authorized Signature Bill Feeley lrodriguez@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 C 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. E Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R3 COI 225inoanelsCl.odf 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 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 SummarV 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. DR6VG.15-042.Ddf 08-14 pans 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. header.See sheet 5 of installation drawing for other spans 15-044.Ddf and pressures. Created by Independent Third 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 FLi1968 R3 II EASTERN METAL SUPPLY INC DRWG 15- Approved for use outside HVHZ:Yes4040 3.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 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 header.See sheet 4 of installation drawing number 08-142 INC P.E.R. DRWG 15-043.odf 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 FLi1968 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::1940 North Monroe Street,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: 19 ® R—W 12 GENERAL NOTES NOTES 1.STORM PANEL SHOWN ON 7T1IS PRODUCT EVALWTION DOCUMENT(P.ED.)IMS OCE N VERIRED FOR COMPWTA NCC IN ACCORDANCE B.1)MINIMUM EMBEDMENT OF PCON, ELCO PANELMATE AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK WITH THE 2014(5tA LUTON)OF 7HE FLORIDA BUILDING CODE IHS STORM PANEL SHALL bM BE INSTALLED AT HIGH VELOCITY UNIT SHALL BE 1 114-. 1 3/8'FOR ZANAC NAUN ANCHORS AND 1 1/8'FOR RED HEM DYNABOLT SLEEVE ANCHORS HURRICANE ZONES(MIAMI-GADE/BROWARD COUNTIES). DESIGN WIND LLSADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENnONED CODE; 6.2)7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. 114-0-20 SCREWS USED SFMLL BE 1 1/2'LONG MINIMUM SHOULD S70=EXIST,AND I' FOR A D/RECTONALRY FACTOR Kd=0.85.USING ASCE 7-t0 FOR INSrALLA77oNS UNDER 2014 FBC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RAUNCS INDICATED ON SHEET$5 THRU 9. IN ORDER TO VERIFY THE ABOVE C10NDMON. UL77M4TE DESIGN WIND.LOADS DETERMINED PER ASCE 7-10 B.3)MINIMUM EMBEDMENT OF 11410 x J/4'ALL POINTS SOLID-SEr ANCHORS SHAU BE 7/8'INTO THE CONCRETE BLOCK.NO SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULDPLY/NG THEM BY 0.6 IN ORDER TO F748FWFJVr LMO STUCCO SfiALL BE PERMITTED. 1/4'0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2'LONG TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RAnNGS==TED ON SHEETS 5 T14RU 9. MINIMUM SHOULD STUCCO E70S7;AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS RED.AS TESTED WERE NOT OVER STRESSED A JJX INCREASE 8.4)LO CASE THAT 70 REACH STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE LOOSTINC WALE ANCHORS SHALL NO S IN ALLOWABLE STRESS FOR WIND LOADS WAS 92L USED IN THEIR ANALYSIS A DURABON FAC70R CO-1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BETBND SUCH PANELS ANCHORAGE STLALL BE AS INf1/CA]FD ON NUTE5 IN VERIF7C4770N OF FA57ENOS IN WOAD. B.1)AND B?)ABOVE STORM PANEL'S ADEOL44CY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERInED IN ACCORDANCE WIN SEC710Y 1609.1.2 OF (C)ANCHORS SHALL 8E lNSTALLkN FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEClFlC477ONS OF THE ANCHORS A4WUFACTURFR. THE ABOVE MENTTONED CODE AS PER An REPORTS/or2r.Ot-98R,/0329.01-00,/0525.01-00 AND/0512o1-OJ AND /0617.02-D4 AS PER S57D 12-99 STANDARD.AND/0221.01-01 PER TAS 201. 202 C&203 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY fOLLOWWC IN61Af1A7?ON DETAILS SHOWN ON SECTIONS 1 7HRU B(SHEET 3&f N' 2.ALL ALUMINUM SHEET METAL PANELS SHALL H4V£5052-HJ2 ON J004-HJ4 ALLOY.. 9)EXCEPT TWIT HEADERS J. 4&5 SHALL NOT BE USED. J.ALL ALUMINUM FXTRU57N5 BE ALUMINUM ASS TION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. B. IT SHILL BE THE RESPONSIBILITY Of THE CONTRACTOR?a VERIFY THE SOUNDNESS OF THC STRUCTURE WHERE SNUITER EI 7O BE STORM PANEL COMPONENTS r5JOEED PLATE AND SF14P CAP ARC PATENT PENDING. ATTACHED To INSURE RROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED 70 CONCRETE,BLOCK OR WOCO F7iAATE BUILDINGS. 4.ALL SCREWS TO BE STAWLESS STEEL. TO#OR 316 A15I SERIES OR CORROSION RESISTANT C0,47ED CARBON 57M AS PER DIN5ooj9. THE lNSTALCARON CONTRACTOR IS 70 SEi1L/CAULK All SHUTTER COMPONENT EDGES WHICH REXNN IN CONTCJUOUS CONTACT W/7H THE 241 I.J.s.f.W/50.kol YTELO STRENGTH AND!>0 kW TENSILE SJRENCTIV&SHALL COMPLY W/fLORILU BUILDING CODE SECTIONBUILDING TD PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. ar 5. BOLTS TD BE AS7M A-307 O4LVANIZED ST FEL OR A151 304 SERIES STAINLESS STEL WHIT 35 kal MINIMUM•YIELD 57REWOTH. 10. (0)7HIS PE,0.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMARON FOR A SITE SPECFIC PROJECT;7.a. WHERE THE SBE CONDITIONS DEVIATE FROM THE P.ED. 6.ANCHORS TO WALL SI4 LL BE AS FOLLOWS.(UNLESS 07ND WISE NOTED) LIFE SVETY (5)CONWCTOR BASED ON THIS PEO PROVIDED SHE DOES NOT9DEKATE FROM E CONDITONS IDETILLEDG ON THIS DOCUMENTS PRODUCT (A) TO EXISTING POURED CONCRETE' CONS7RUCL7N SAFETY Ar SITE is 7HE CONTRACNRS RESPONSIBILITY. - 1/4'0 TAPCN ANCHORS AS MANUFACTURED BY I.T.W. BUILDDL - 1/4'd CF TAP-GRIP ANCHORS(RDUM SND-CON)•AS MANUFACTURED BY TRU-FAST CORPOR47M (c)THIS P.ED. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - 1/4"O ZAMAC NAIUN ANCHORS AS MANUFACTURED BY POWER FASIENM INC. - 1/4'0 x 7/B'Q4U(-IN ANCHORS OR ELCO male&FoFN mdo 'PANEL7E'AS MANUFACTURED (d)SITE SPECIRC PROJECTS SHAD BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCH17EC7 WHICH WILL BECOME THE BY POWER FASTENERS,INC.AND&CO CONS7RUCUON PRODUCTS,RESPECTIVELY. ENGINEER OF RECORD(FOR.)FOR THE PRa)fCr AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RED. - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECWTY COMPANY. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PED.ENGINEER.SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REWEW. NOTES: (e)THIS P.E.D.SHALL.BEAR 17-E DATE AND ORIGINAL SEAT.AND SrcM7VRE OF THE PROfESS10144L ENGBNEER OF RECORD TMT •A 1)MINIMUM fALBEDM£NT INro POURED CONCRETE OF TAP=ANCHORS IS 1 J14,rOR 24AIAC NNUN ANCHORS 13 1 JIB',' PREPARED?. FOR ELCO PANELM47E ANCHORS IS 1 3/4'AND FOR CF TAP-CRAP ANCHORS IS 1 1/4 11.SHUTTER 94WFACTUR,9?S LABEL SHALT.BE LOCATED N A RFMILY VISIBLE LOC 170M AT STORM PANEL IN ACCORDANCE WITH Ata 7/8'CALK-IN ANCHORS SMU BE SWRELY EMBEDDED INTO THE POURED CONCRETE NO EW60MINT INTO STUCCO SECTION 1710.83 OF FLORIDA BUILDING CODE. ONE L49EL SHALL BE PLACED FOR EVERY OPENrNG. SHALL BE PEI7MIT7W. 114-0-20 SCREWS USED SKVl BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1' LABELING TD COMPLY W17H SE07TON 1710.8.2 OF THE FLORIDA BUILDING CODE MINIMUM FOR WAILS WITH NO STUCCO. AJ)MINIMUM EMBEDMENT OF 11410 x J/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/B'INTO INE POURED CONCHE7E NQ JNBWMFNr INTO STUCCO SWILL BE PERMITTED. 1/4'0-70 S.S. MACHINE SCREW USED SHAM BE 1 1/2'LONG MINIMUM SHOULD STUCCO vast AND I'MINIMUM FOR WALLS WITH NO STUCCO. A4)IN CASE rmr PREutsr STONE,PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE IXISRNG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES A1)&A2)ABOVE THIS DRAWING SHALL ONLY BE USED 70 OBTAIN PERAMIS IN 7HE STATE OF FLORIDA (e)ro EXrsnnrc CONCRETE L7cocK WALL: 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LEW BUILDE X 114-0 GF TAP-GRIP ANCHORS- 1/4'0 ZANAC NO UN ANCHORS AS�UF�NRED BY POWERMANUFACTURED,I TRU-EAST CORAORA7KIN. FASTENERS 1/4'o x 7/8'CALK-IN ANCHORS OR ELCO male&female 'PANEZM TE'AS MANUFACTURED ;�, •. BY POWER FASTENERS,INC AND ELCO CONSIRUCT70N PRODUCTS RESPECTIVELY. CEM - 1/4'0 x J/4'ALL POINTS SOUO-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECMLTY COMPANY.:? �-� SF FLORIDA BUILDING CODE (Non HJgh VelocityHurricane Zone) - 1/4'0 RED HEAD DM49OLT SLFFV£ANCHORS AS U&UFACTURED BY LT.W. BU/LDEX. No.44167 e2015 TIUM".IHR 0.050'BERTHA ALUMINUM STORM PANEL rxL (225'DEEP) DRAWN to EASTERN METAL SUPPLY, INC ��a4m '04- L ECA I P9C. 42/78 WEST RHOS D1NL£ WEST PALM MG'N•�7���s•�l7 /K� PNdJ��61)20�97 i.(361;841-0716mr ORAWIMFL INU 6 No fl/pHill llllll\1\ f CD-0006719 pn rr,m V WATER A TROT J.PC SHEET 1 OF I4 RORM U'e.f 44167 .470"1 1+.815•ourAL WN7N 9.813•(tWX WDW $ 2 J. (70' S� 1 R.z:A• o 5* E1m'. 2.170' ' � r2.ea0•(E71Ecmr wmnq----1 r-9.ao9-(F�trcrrve MIH)--1 .res- 1.50D' A500• I.5m' 1.500- rs0o' 1.300• 4.500• 1.+00• .r 125 + Al Awtda[(Os) ra As 4rfAAH[(py) JC .R 129' R250' �• .129' .125' R1 ,075' $ g R.faJ � ,R tldtl _ Q+ d, o Qn ..:i F S + �x`. q .f25 RTPSR - _{j N II -I I I 075 . 's .079- �2123'�d891'�5.125'y I-2 125•-i •07J- " 2.M, R. 250 f' O FULL ALUA/1NUA/ PANEL W/HEMMED•EDGES nHALF ALUMINUM PANEL W/HEMMED EDGES axso-{ 2250 E1[t R. O U'HEADER sn9E:J/a•.f• 13.119-(low wWN) 9.119'(IWAL Wm(N) 3 'h'HEADER Q4 3'ACox. 'U'BLNLD OUT ,� 12.01W(/rtMM W N) I I-- Wo•(OTEM s WmnO� eu�,v4-r avc, t. -, 190 tam' 4.900• 1500• I.5A7' 1.500 � 1.500• 1.500' 8 A9 Arora[OM1 ( 17 a NAA1@E(W r $j .fe9• u',Q I I 0 F .190• • t,� N.oez• 4 ,00. .09 090• ® REVERSED 'F'ANGLE Q FULL ALUAVULN PANEL W/_O MOMEDGES HALF ALUM MM PANEL W/(�HMMED EDGES t91• MCK 9arE;yo_r .1000•x- 7 318'B. Q 7A 314- 0. :- - Q 3'ANGLE BUILD our F' TRACK F' MACK x094• BRACKET sr4E,J/a•-1• x",W-1• a ,7A1•-1' u aw crop mar rxm AtIFRN1TE o . ,730• r/1•'io A RIfs 1awlav ry a r fro.c L -d a+.( -Il-.rzs• �, _1'' AETER9AIE & 1 $ i.a0o- o• fEC EOdiYY/ R.128' 967N�,r l9 .a + ays. + z.73o Q F' TRACK m7 AN�nLE ____________ '�-{I 875- I u000•�I-I 17 2 xS(AUX, 1fB' L I- '� 'd 11 2' x 3'(Max) x .128'ANGLE ANac o smil s ' DETAIL !: srua w/wt carr 2Mc mcr°m ma gym ,ax ,- Asw ONNME I+O ANGL£ WITH BUD NICAU AAW WING^lr aar .� jjP1fON 2 "1 x- 12 KEYHOLE AT PANEL Amr IKPI, 225'1�•930/ z7 & ' 7 2mo062' aef a<J� (s)3/aro fANE3 \ 732 d z.cw' AT iCW UNE Jr a�f• }a L .093' ,mr D STUDDED AHCLE .471' AI.B28' '� W W-n A1wa.l0al Jog, r Tom" © KEY HOLE WASHER 12A RDUND HOLE AT PANEL "�'"' m. (aJ 5/10.1AOIES .'779 5e9 62- Jr�"'.?+,i"y":;10'• (OPTION TO 12) AY 0077011 UNE r ss /4raL x a`• STUDDED PLATE I -- 3CREw Til° s - y```+�oA�F �� /, �1 \ /�',� FLORIDA BUILDING CODE (Hon Hfgh Velocit Hurricane ZonQ) F- V)CLCIV '• v% 02915 MIM0.R/C 0.050"BERTHA ALUMINUM STORM PANEL. r9.f No.44 F'.9. (2.25"DEEP) ozAw(far = EASTERN METAL SUPPLY, INC aT/;41" + �� 1 IL eCO 420* �7 16 3/16'x7 x14 IpQHG WALL PliOTE neat Tr37W0 tr£NW EERINO COMPANY 15-044 i.4w Jai iNcE n Aw phaw.•(561)23x1-02GS FAC(33407/-1718 scvc,Ile-s• �,{�/,.��r'f F V r• (,� rte.:(-m[JW,-,a10.ra.(mgen-rat, J; �Q' G ,• �•� En-0006719 mva. arc e+:r aQ+aa our MOM N0 �1/�� ,� \ WKnF 4 A.!lnw ✓.P.r 1r"rr.m WET IA OF 11 // fLOMANle7 r 11111 TOP TRACK (SEE COMPONENTS SHEET 7A OF 9) I n. CONCRETE ANCHORS (SEE SCHEDULE) -{ 7 Mf�6fn. 0 0 0 0 o 0 ---------- -------­--------- _-___r_r_r_r___r_r_r_r__r_r_r_r_—r_r_r_r___r_r_r-1 1 I I I I I I I 1 1 I I 1 1 I I 1 1 I 1 I I 1 � 0 h 1 Z ' O 1 � W TTP I y Q Q i 4 II J I CONCRETE ANCHORS (SEE SCHEDULE) Nap"x-� 1 M/n. 1 Nin. BOTTOM !HACK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET IA) SCALE: 1/9'= 1" 1/4"MOx. GAP 1 1/4"Max. GAP--II-, 7N 7 /7i� FLORIDA BUILDING CODE Non High VelocT NurFlcone Zone) `�9�% oz915 77TEi E fNC 0.050 BER77-AM INUM STORM PANEL KIM F _ (2.2 L"DEEP) a wN s: No.44167 w EASTERN ACETAL SUPPLY, INC °'�a;,Ef° SECTION A—A ` I L E C A wc. +z69 I ES7 Roos oR£ nLL7r n3rn o d ENdfgFRfNO COMPANY NESE P,171/BFAC7L 77.JJ107 15044 SCALE. 1/8'- 1" ✓ F '�1LI A nr,xm x m.ms lav"1 P3/ONE(9EI)?09-8147.FAY:(56 17 911-1716 ae�w,(,msfo7l-IM M. �,t J '.' lao +m:w. aamrmr rn u+.• ®a<w as OHAN2Vc xo E37-0006710 77-0906 7 1 9 2�aA•u�silsi "`�" n MELT 2 Or 14 nnnaauu IAtiONl. -W Qro lawPN.�WhN OR aL "IV 7/B I WINO T ONLY 1 cont. ltyve PArauwE✓lxl�ols 7rtn�w!E PANMWX W.WwS PC101BLE AT gE1.1V E D. \+•�.SO#ZY/1E RN SFAClHO) E D.- MALE PANELNATE(71'P.)r/a•r 20 sPANEWIF .s Awclm✓E)W4E FM S NOLs w/O.NUi R wASNER � !I^E 0 ELCOO_�DWVE PAMUVE OR I --_ h r•A. POUF I r' a m 1•I I I I ( scrEDULa FOR SPA ,w• Q I PauRm _ I CONCREfr o REWA7m� C I I o ALTERNATE ONCREIE W W I h I ry LEG Lorwnull g ane j RE BLOCK WALL WIRm� I 1 cont I I f ! uAwMUM I l•urHuuu I J/J2•Wxc xuT o I i I smAa,noN ro I sEPASAnoN To I r 12 o C. I sEPA aria 70— To CLASS I I r'A41HAWAt CLASS I i I I SEP GLAZRAWN TO I I I � I J/Ji wNc/ ,o I I I I f I I i I rz•o. LEG nav a gCmt. I NUI Ox 12 0 F Nr/4s~ xJ ,20% 1O,CNC HUT B12! I I POD c ec I f I PotmTE o 1— I I °R c W ZI I OR CONCREIE• HEUU/Hm I BLOCK WALT /y I REW/RPD CALX-M,ALL PoWS SOLD-SET ORJ I'Min. p !• pot+ ttlKxslF I 'i.000 i• !• EI.CO YALP,/FF.'MAIF PANQIWJE AACHORS sAN+c lut✓tt RED Oi ,r�s•0-20 S.S.UACtWNE m0'r I I iaa/l�" I I IBES sL^++mUIE POR sA4(arvc) umtg 6T5(a.9cx!VL»a 1A^-0RY j K'Q NC R WASHEj7 r aMFLwrE.wCOn�� E D. rNi'X16 E Q GYK-.'H OR!LL'O YILF/fE7LVE PArE ANCHORS T Ct (SEE RtIW6t7(SW MW FOR SAIpx6) (Sf£sayEvAL-IAT SPAOAC) BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION•(D• M.) — SECTION 5 saaE.JIB-- i STALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE.J/B•- r' S - S7:ILE:JIB•=1' •SCREWS USED Ai ANCHORS MAY NE!/4%-20 SIDE 1 O W 1©/k ®ar r/m-za micSS HPAD sxr 1•MNEHOM 'AWN 70— I •SIOE WNX 'S ARE 4/ ""/Ja7H/CK CLASS NGD ALAGlNE SCREW W/ ----A2 I e Ba(s/Etr rL I f/4•r-20 x E O.= FpCE OH •MUSS WAD DOLTS ARE 712'0,118'7MCK NSW ' g Cont I 1 7/ ® (SEE 6 B 7LE SCREW W/CEM77H AS PER ND7E5 A2 3 312/3'O.C. ) az /'� I I LOW NOTE FOR MUM An0N OF SCCRONS wALL/Ftool�cFJuxc MOVI SEC77ONS cw ``U��L�L�111V 5+7i,,i�,P FLORIDA BUILDING CODE (Non N! h Yelocl Nurrlcane Zone racer W ri� E Q cnMeixED iu ANY wAY TO surrANr iHgrALunorL so, ... ........ ,��� ozms ralEm ec 0.050 BERTHA ALUMINUM STORM PANEL F.R.L. (stC somAC mB POWEo coHCIlE1E� ,.•'��G��VgF'•''' 'y (225'DEEP) 92ewN er. REQUIRM - 0312411115 EASTERN METAL SUPPLY MOUNTING INSTALLATION INC IL E O I N O. 4268 WEST iNN6t DRlYE {PEST PAUI LgAcrr,a.Jsa9� — SECTION 5A SU LE:JIB'= 1' ]il NUff 7r,5MQ d CNOINECRIHO COAPANv pHOHE:(56/)209-B26J FAY:(561)941-1716 15-044 •, /RY amq se,s�..ns ••aim n nree j. , i•1,4ti nw.�a..lm�1671-Islo.r.(Aal��-1v1 m.w I�vim Yrc a r misrmr wrt ORANIHG No ���F•, F� nIQQ`•,•` 1 EB-00007!9 yp.,_an 1� wulER A nLN✓n P.E. SHEET 4 Or 11 �Yi}(CS '•C •����' FLOMa4 LIa 4x167 '!1✓nNglllli6�I���4� PDR A(a-As"p- erre:SPAONG .MA)CIMUM A S D DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM hV*EVBP IN19R.4/FNAFL LDW N FOR A AVTIV E 0. EDGE DISTANCE �; S SAMLIND T' 5T WW"'��17 S. PACING SCHEDUL•F FOR INST. aTIONs, TJ9 CONCRETE AM =METE BLOCK STRUCTURES • :���`c� ��/ ��' AyyYryuy LLWIMUM ANCRORS SPArWG FOR F.a=J 1/2'« ITSP M XJlUU ANCHORS SPACING FOR E.a=J 112•« (C a & APPL10AS TO 1LANa A • APP DESIGN TAPGBYS 7AANC GVX-81 517110-SET PANELAM s GF TAP GRP S6COONS f R PANE1 !ES/LW T 7MNC 61ILPiV fNK-IN SVLO-5E1 PAt✓f3W7E5 CiLlAP-L7m PRE7SURE REo 1/2 0 T ANY COMBBL4710 LENGTN P=RE RED t0.D1IYBCLT O L[ (Rn¢ m m 70 To TOro To m 7v m ro ro OF IHFM 2'(k) (P.-) i 7v TO m ro ro ro m ro ro ro ro CV4L'1767E'IKSONrr' cgt'03TE M(5nmr a1tC1d r MLWRW Ca CREW I twA c wca7r mtwRy GAYrwr MAmw Ei]VLWW UL4MW O WCT37E M4SDVRr 0WOM7E mcwAPr caws&F MES W eahUWF M(RMRT 'a. 12' _ 12.++ _ 12' - 12' - 1(RTP) g• _ 7'++ - g' - - - 12' _ 6- 12" B' ;24:f 12' 12" 5' 12" 12' 12" Z. 12• 7' 1.9+(-7TOM) 12' S" I1'++ 10' 12• 4- 72' 12' 12' 9 1/2• 9' S' 7. 91(BDTIOIV 12' - 12•++ - 12' - 12' 12• 12• - 12' - 2,9+(TOP) 12' - e'++ - 12' - 12' 12' IY - 9' - 2.9+(TOP) 12" 6" 12•++ 1' 12" s- - 12" 12" 12' 7' 2(Bo770M) 12• 5" 11•++ 10' 1z- 4• - - 12' 9 1/2' 9' S• 2(80770M) 12' 67 12'++ 12• i2• 5- - - 12' 12• 12' 7' 2A(BOTTOM) 12• 5- 17'++ 10 12 4' - - 129 1/2' 11 S' 2A(BDROM) +35a-40.0 12• - 12•++ - r?' - - - 12• - 12' - J a 4(T'OP) B'-0' 155.0,-600 12' - 11'++ - 12• - - - 12' - 9' - 3 h 4(TOP) 8'-0' 1O I2• 6- i2'++ 12• 12" 5' - - 12" 1Z' 12' 7• J(BOTTOM) OR TO 12' S'' 11•++ to" 12' 4' - - 12' 9 1/2• 9' S' J(BOTTOM) OR 1EW 165.4-60.0 12' 6' 12'++ J2• 12' 5- - - 12' J2' 12' 7' 4(BOTTOM) +750,-80.0 12• 5' 71'++ 70' J2' 4' - - 12• 9 1/2' 9' S' 4(BOMV 12• - 12'+ - 1z. - - - 12- 12 - 5(TLP) 12" - f1'++ _ 12" - - - 12" - 9• - 5(TOP) 12' 6" 12•++ 12• 12 S' - - 72' 12 12' 7• 5(BOTTOM) 12' S' 11' t0• 12' 4' - - 12' 9 r/2' 9' to' - - - to" - - - 12 - - - 6 L'1UP) 6• - - - B' - - - 10 1/2' - - - 6 ODP) -- 8" - - - 6" - - - 12' - - - 6(eo.TrDM) 6• - - _ 6• _ _ _ 9• - _ _ 6(80770M) 34 M g• _ _ _ 8• - - - I1' - - - 7(BOTTON) 6' - - - 6' - _ 6• _ _ _ 7(6onVAQ - - 12• - 12• 12• 12• 12' - - 9(IOP/BOT— - - - - 12' - 12' 12' 1 12' 6- 5.++ '5•++ _ 6• _ - _ 9 1/2' - t' - 1(TOP) g• - q•++ - 5' _ _ _ s- _ J• J 1/2' 1(TOP) If 4- 9'++ 8- It' J' 12' 1 12• 12' 8' 17 1/2"'1 4' 1,S1(8OTTOM) 3" B'++ 7" 10" 3' 11' 12' 12• 7- 6 1/2' - 1, 9+(BOTTOM) 12• - 9'++ - 1t• - 12• 12 12 - 7 1/2" - $9+(TOP) 10' - 7•++ - 12' - 12' 12" 12' ..._._ 6 1/2' - 21 9*00P) 1J' 4' 9'++ 8• 71' J' - - 12' 6' 7 r/2• 4' 2(BOTTOM) JOr 3- 8•++ T to' J' - - r2" 7• 6 1/z' J 1/2' z(60770M) 11' 4" 9'++ B" 11' J" - - 12' 8• 7 1/2' 4" 2A(BOTTOM) 10' 4" 8"++ 7- to- 3' - - 12 7- 6 i/2• J 1/2' 24(BOTTOM) 354-4aO !I' - 9•++ - I1' - 7 1/2' - J A 4(TDP) +Sia-620 1p• - 'g•++ ._ JO' _ _ _ 12• - 6 1/2• - 3 A•4(TOP) 70 11' 4' 9'++ 8- 11' J' - - 12' 8' 7 1/2" 4' 3(BOTTOM) >8'-O' 70 10' J' 8'++ 7- .. 10' 3" - - 12' 7• 6 1/2' J 1/2' J(BOTTOM) >8'-O- -two,-60.0 11" 4' 9.++ 8" it' J' - - rz' 8" 7 1/2' 4' 4(BOOM) 70 F75.a-820 l0' 3- 8-++ 7- 10 J• - - 12' 7- 6 r/2• J 1/2' 4(BOTTOM) TO ++ 12'-0' ++ 11' - 9' - 11' - - - 12" ' - 7 1/2' - 5(TOP) 10• - 8' - 10' 6 1/2' - 5(70P) 11' 4- 9-++ 8- 11 3" - - 12' 8" 17 1/2' 4" 5(BOTTOM) 9' 3' 8'++ 7" 9• 3" - - 12' 6 1/2' 6 1/2• J 1/2' S(BOTTOM) . 8 I/2' - - - 6(top) 6" - - - B' - - - 7 1/2• - - 6()OP) g• _ _ _ g• _ _ .. 7• _ _ _ 6(BOTTOM) g• _ _ _ g• _ _ _ 6 1/2• 4' - - - 4' - - - 8 1/2' - - - 5.97 t70TTOM 4• - - - 4' - - - 5 1/2' - - - �7 OPM 7(BOTTOM) 4• _ _ _ 4• - - - 6' - - - 7(BOTTOM) 6- _ 12" 12' 12' 6' - - (TOP/BOT7DM _ _ _ _ 6• _ 12" FACM + ONLY TMCCIN ANCHOR"OR ALL POINT SOUD-SFT ALLOWED FOR MOUNTING SECTION 9. ACRLIL E D. I ++ ANCHORS SPACING ONLY APPUGABLE TO ZWAC H42TN ANCHORS FLORIDA BUILDING CODE Non High Veloolly Hurrlcone Zone 7AMlC AAdW SEE SFE£T 7&8 FOR ANCHORS TYPE k SPACING FOR INYWIAA0N5 INTO WOOD FRAAJE WOOM /VV446BLT cux-w SOUR-SET CFTA�c BULMaS. 62015 MIMO.. 0.050"BERTHAALUMINUM STORM PANEL AALANELM4tEs •+ AWxIMUAI ANCHOR SPACINGS ARE VALID FOR 3 1/2'EDGE Dl3rANCE (A5' DEEP) LRtAWN Bn .B6 .75 .78 l.00 FOR E D.LESS MW 3 1/2:REDUCE ANCHOR SPACING SY 03/z4/ts MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY 7HE FOLLOWING EASTERN METAL SUPPLY, INC �„�. 2 1/2' - .71 .50 - .80 FACTORS. (Ail.E D.FOR CALK-lN ANCHORS&ELC0 1L E C®IMC. 4268 WES(ROWS DRIVE PANEUGi7E IS 2 1121.AND J 1/2'FOR SOLID-SET AJCHORS), wFST pAt,�/IIF"'FL!3407 FOR TMIS OPER47701V TO BE MADE REDUCED SPACINGS RESULTING FROM APPLYING ABOVE nLur rr"NG x ENGINEERING COMPANY 15-044 2' - .50 - - - rnre P,�, n,,>�rwvat owcmq n.ores 111,(56Q2V9-8263.FAN(561)041-!716 FACTORS S1WL1 NOT RESULT cm SPACINGS LESS AGM J'FOR ALL ANCHORS LFPT .. ..-. +4.5'FOR RID H0.DY7WBOLT ANCHORS). (IX a.,.:(. Fm!7-000 (.uVmr-r:wr mx w Qov,ar na es A nuc ORAIgNL^No — KAM 1 1/1' ,J5 ED-«]06719 ay a-m a FLORIDAA 7IlUT Jr.P.E• SHf27 7 OF Is 17OR/ Ua M 167