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I Contact Us<I BCIS Site Map I Links I Search a �, �Product Approval Florid rUSER:Public User �h.^erra aa�ra Product Aooroval Menu>Application Detail REQEIVED FL# FL11968-R4 Application Type Revision OCT 2 4 2018 Code Version 2017 Application Status Approved ST. kyGIe Goy_01y, Permitting Comments Archived 0 Product Manufacturer Eastern Metal Sup l� Address/Phone/Email 4268 Westroads DrWe# West Palm Beach, 4 y (800 432-2204 � _ i Irodriguez@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.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 0 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 12/31/2019 Validated By John Henry Kampmann Jr. © Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY2c INC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard. Year ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968R4�F uiv EASTERN METAL SUPPLY,INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996.PDF FLi1968 B4--Equiv EASTERN METAL SUPPLY,INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY2c INC, DRAWING•17-094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.o_df Sections from the Code Product Approval Method Method i Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summa '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 17-094 Limits of Use Installation Instructions Approved for use in HVHZ:No FLi1968 R!1_11 EASTERN METAL SUPPLY2c INC. DRAWING Approved for use outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.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 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 R4 AE EASTERN METAL SUPPLY2c INC. DRAWING 8A,9 and 11.See sheet 10 of Installation drawing for other 17-094 PRODUCT EVALUATION REPORT.odf spans and pressures. zones 1,2&3 as Created by Independent Third Party:Yes def! TM E-1996. 11968.2 0.050"Bertha Aluminium Storm -Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep),-:;Non-,HVHZ- to,provide hurricane protection.' Drawing,Number 17-096 Use Installation Instructions Approve'd,for Approved for use outslde HVHZ:Yes 1,7-096 0.050 BERTHA ALUMINUM STORN pANEL.PDF• Impact Resistant:Yes. Verified By American Test Lab of South-Florida Inc. Design Pressure:-N/A Created by Independent Third Party:Yes -Other: Large Missile.Max.span is 12'-11".for+3011-30 p:s.f. Evaluation Reports and 8'-2"-for"+75,-80 p.s.f.for mountings.without"'h"header. FL1,1968 U_$F EASTERN METAL SUPPLY.INC. DRAWING See'sheet:5 of Installation,dra'Wingifor`other spans,•and '17- LU 096 PRODUCT OF EVALUATION REPORT,PDF pressures.Valid only for wind`zones 1,2.80 as defined by• Created by Independeni Third Party:Yes ASTM E4996. - 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other: Large Missile.Max.span is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party:Yes and 7'-2"for+70,-80 p.s.f.for panels mounted without"H" Evaluation Reports header.See sheet 4 of installation drawing for other spans and FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING pressures.Valld only for wind zones 1,2&3 as defined by 17-095 PRODUCT EVALUATION REPORT.PDF ASTM E-1996. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels;(2 1/4")- corrugated polycarbonatestorm panels retained or not by Drawing Number 17-698:- tracks to provide hurricane protection.' Limits of Use;' Iristallation;Instructions Approved for use in HVHZ:No FL11968`g4 II EASTERN METAL SUPPLY„•INC. DRAWING Approved for use outside HVHZ::Yes 17-098 CLEAR BERTHA_STORM PANEL 2'.25.PDF Impact Resistant Yes__. Verified By:American-Test Lab of SouthFloridaInc. Design Pressure:.N/A Created by Independent Third'Party”Yes' Other:Large Missile.Max/span is 10'-1)"for+28, 28,p:s.f.., Evaluation Reports A,SiD:andW-0",for+105,-110 p.s.f.A.S.D desgin,load-.See FL11968.g AE EASTERN METAL SUPPLY,INC_DRAWING sheet 3'.of installation drawings for other spans;and pressures: 17-098 PRODUCT'OF EVALUATION REPORT.PDF' Valid only for windzones 1,2&3 as defined by ASTM E-1896.' Created by Independent Third Party:Yes RECEIVED OCT 2 4 2098 Ak ST.Lucie County, Permitting GENAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED)HAS BEEN VERIFIED FOR COMPLPINC£IN ACCORDANCE B,1)MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE,AND CF TAP-GRIP ANCHORS INTO CONCRETE 84OCK WITH THE 2017(6th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL AM BE INSTALLED AT HIGH VELOCITY UNIT.S/fAi.L 8E 1 114; 1 3/8'FOR ZAMAC NAILIN ANCHORS AND 1 1/8"FOR RID HEAD DYNABOLT SLEEVE ANCHORS HURRICANE ZONES(MIAMI-RADE/BROWARD COUNITES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED COD& 8.2) 7/8'CALK-IN ANCHORS SHALL BE EN77RELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMITTED. 114-0-20 SCREWS USED SHALL 8E 1 112'LONG MINIMUM SHOULD STUCCO EkIST, AND 1' FOR A DIRECTONMUTY FACTOR Kd=085.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATNOS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, UL77M47E DESIGN WIND LOADS DETERMINED PER ASCE 7-10 6.3)MINIMUM EMBEDMENT OF 11410 x 314'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE BLOCK. h SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITTED 114'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG TO COMPARE THESE W/MAX. (ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. MIA7MUM SHOULD STUCCO EXIST;AND i'MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTs AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 339.INCREASE 8.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE IN AU01"LE STRESS FOR WIND LOADS WAS JILL USED IN THEIR ANALYSIS. A DURATION FACTOR CD-1,60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES 11 VERIRCATON OF FASTENERS IN WOOD. 8.1)AND 8.2)ABOVE. STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDA77ONS AND SPECIFICATIONS OF THE ANCHORS THE ABOVE MENTIONED CODE AS PER ATL REPORTS f 0121.01-98R. IT 0329.01-00, j 0525.01-00 AND 40512.07-03 AND M4NUFAC7URER. ®061202-o4,AS PER tMPACT TESTING EwTvALEN7 TO ASIA E-1996 STANDARD&ASTJ£330-02 STANDARD,UMf7ED TO INSTALLATIONS IWININ WIND ZONES 1,2&3 AS DEFINED BY ASTM E-1996 STANDARD.•AND 40221.01-01 PER TAS 2oi,202&203. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING/NSTALCATON DETAILS SHOWN ON SECTIONS 1 THRU 8(SHEET 3& 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR J004-H34 ALLOY. 9),EXCEPT THAT HEADERS 3, 4&5 SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONS S ALL BE ALUMINUM ASS O IATON 6063-16 ALLOY& TEMPER UNLESS OTHERWISE NOTED. a IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO I STORM PANEL COMPONENTS t4 STUDDED PLATE AND to SNAP CAP ARE PATENT PENDING. ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A15I SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN g THE lNSfALLATON CONTRACTOR l5 TO 5EAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH R£1dAlN IN CONTINUOUS CONTACT 07150018 W/50 ksi YIELD STRENGTH AND 90 ksi TENS/Cf STRENGTH&SHALL COMPLY!Y/FLORIDA BUILDING CODE SCION 2417.AJ 4. BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENOIN. 5. BOLTS TO BE ASTM A-307 GALVANIZED.STEEL OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (D) THIS A&D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJ£C. WHERE THE SITE CONDITIONS DEVIATE FROM THE PCD. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLARON INCLUDING LIFE SAFETY OF THIS PROs (A) TO EXISTING POURED CONCRETE BASED ON THIS RE.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. - 114"0 TAPCON ANCHORS AS MANUFACTURED BY LLVF. SUILDEX - 1/4'0 Cr TAP-GRIP ANCHORS(8ERTW STUD-CON),AS LANUFACTURED BY 7RU-FAST CORPORATION (c) THIS AE-D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MrANS. - 114"0 ZAMAC U.'AIUN ANCHORS AS MANUFACTURED BY POWDER FASTENERS, INC. - 1/4'o x 7/8'CALK-IN ANCHORS OR ECCO mole&female PANEZMATE"AS MANUFACTURED (d)SDE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA.REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME IN BY POWER FASTENERS, INC.AND ACO CONSTRUCTION PRODUCTS, RESPEC7TVEtY. ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WU 8E RESPONSIBLE FOR THE PROPER USE OF THE RED. - 1/4'O x 3/4'ALL P0IN7S SOLID--SET ANCHORS AS DISTRIBUTED 8Y ALL POINTS SCREW.,BOLT&SPECW.TY COMPANY. ENGINEER OF RECORD,ACING AS A DEL£G,47ED ENGINEER TO THE AED. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SPECIFIC DRAWINGS FOR REVIEW. NOTES' (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 314'; FOR ZAMAC NAILIN ANCHORS IS 1 318'; PREPARED tL FOR ELCO PANELMATE ANCHORS IS 13/4`AND FOR CF TAP-GRIP ANCHORS 15 1 1/4'. It SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH A2) 718'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE- NO EMBEDMENT INTO STUCCO SECTION 1709.9:3 OF FLORIDA BUILDING CODE. ONE LABEL.SHALL BE PLACED FOR EVERY OPENING. SHALL BE PERMITTED. 114-0-20 SCREYIS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1" LABELING TO COMPLY-WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE MINIMUM FOR WALLS WITH NO STUCCO. A3)MINIMUM EMBEDMENT OF 11410 x 314"ALL POINTS SGUD-SET ANCHORS SHALL BE 718'INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. A.4)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXIS77NO WALL OR FLOOR, ANCHORS SHALL 8E LONG ENOUGH 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS f011d/OOss>�x _ INDICATED ON NOTES A1)&A2)ABOVE yt;T',,��¢L"TILL 7'-•,._ THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE,STATE OF FLORIDA (8) TO EXIS77NG CONCRETE BLOCK WALL- `,� P,•',1�jL/T 1•'%•'" CON ANCHORS As MANUFACTURED - 1/4'O CHTAP-GRIP ANCHORS(BERTHA STUD-CON),U ON),ASMANUFACTURED BY 7RU-FAST CORPORATON. ., V C - 114"d ZAMAC N41UN ANCHORS AS MANUFACTURED BY POWER FASTEWERS, INC. � Na'44167T r � - 1/4'O x 718"CALK-W ANCHORS OR ELCO male &femole 7'ANEL,tATE'AS MANUFACTURED BY POWER FASTENERS, 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. ��.,� FLORIDA BUILDING CODE,(Non Nigh Vefocl NUTfTCGn - t/a'o RED HEAD DrNABDtT SLEEVE ANCHORS As MANUFACTURED BY I.T.W. BultOtx =�4f ., •' ........ ��� 02017 TXMw..urc. 0.050" BERTHA ALUMINUM STORM PANEL i .� it' (2,25"DEEP) i ONA4 ,,I '�-0 ,m-. EASTERN METAL SUPPLY, INC 1268 wEST ROADS DRIVE 7ILLIT TESTING&ENGINEERINGCGNPANY WLST PALM 8FAC/R FL 5307 T al Rx.aav,. Sts.aaA v. ..rn Gloom a atlas PHdVE(561)209-8263,FXX'(561)841-1716 s vanm:faxg3aFt-1sa.r:fwslele-Mur ay.a armt�ar aur m.". amarine aur 0 0-0006719 IYALTER A 11LL?Jr.P.E. a uD ts-a/' /s/I a SNLi FLORIDA Lic.' 44167 try t r it 14.e45 (TOTAL InoTN) a845 (TOTAL woTN) T2,560' SaIX7 Moa 2.560zF SSD_ ---T2d00-(F.TFow W7DTN)----{ t---&DDD'(71TEORVF WIDR)-1 ._125' R 1.500' 4.SOa• 1.500" 4.5�• 1300' 1,50D' 4300" 7:500' J5' 8125' 7L 125 } ; As AP=AW 0)p) I 1 11 A,APPUCAMZ(t-) I 8250' r .J25' 125• R.250• • o. [RR. .5 '� .075'"Sn ��h of a it c n R.125' n-----F- -•I rZt15-t .075"2775' J.891' 2725' v? j 1 .075' ' u�ry 2.6A 234a'-'Y ZJ40' FURL R 1.681' 1 2,�r•- Q `U~HEADER -x5.119`(TOM Now) 'h" HEADER 3" Max. 'U' BUILD OUT Jsa t---x2000'(ExFFCRVE nmTN)-- -t t-6.OM7'(EFF6CT7VF W DiN)-t scNr:a/e'-r scaF:a/e'-1' .790 0 7.5x0• 4300• 1.500' 4.500'�''�}7.5�00''� tSOD' 4.500- 7.500• 2t 4• w I As.wwcAar fhn) 1 1 I I 1 IT ws,w600' g I .188- .J74 o .J74 9 ry o H v o qr�a• .OS. m j ./50' F `vr n • OW n 1.950' �2125'� `; � m p,062` �� .090• ago d REVERSED "F'AM T1 FULL ALUMINUM PANEL. Q HEMMEDD EDGES A o9J �' TRACK sru:J/6•.r .1000•Nar. Q STORM PANEL �? 3 8" B. D. 7A 314-S. 0. .lea n• a :1/4 1 t-063` Q 3 ANGLE BUILD OUT "F" TRACK '£' TRACK `! " 1-094' so",� SCw E:3/6•-r' .465 7u' 7/n'c»10 AMIXf EUY Oc0 ATTER TE b '''� �Ty /j• Iw o 12•as LET n --r c 6� c •? LOCAt10N� .09J• 1 r LED TION 1 I _3 c a aT aana r .,d f 3 :chi•-1 � "F' TRACK ANG. _ - _l scar:J�6 t' f i GSD'oR.OE9' S 7 4 o J04 so L 1:s x d 1 2' x 5" (Max.) x .125" ANGLE �S STUD SP�ncu DETAIL t: St K w/ADirTE cast ° L77ce asp sG E:a/e 1 SHOWN ON SECT ANGLE WITH STUD NiCKEi PLATED ' G �1 osJ f OPTION t OPTION 2 I 12 KEY HOLE AT PANEL 1 .226 114*0 304 r 0.J1T � 062'rSW RL EIFD .786' _ 2090U�.7�Q 64J rrTOPLATE012' ]/ra• 3 .66 750 r (JJ HOLES 18)' 3d NiTvsA7u a 2000' Pr"7 AT 70F L"IE '> 2760`87J' �-- KLQ5• _ _ _ r s '.arrn• Z,1. 7: f0 STUDDED ANG, .471" R1RTB' [ As".ALLOY J79 '+r+4�prrr �J,75" m,I © KEY HOLE WASHER 12A ROUND HOLE TA PANEL SO": (af ayalr au1usE-� �. 58B 062' yl�+ {�}�. Jrscur,4 AMr guar (OPTION TO 12) SrttF t J/B•. t' _�_,,,-_ FOR 1/4C-20.r1'_ 1111 4j+TUDDEY PLATE,\�`++3►Q`� G •:� �L7Gi_.afaG S.S.SCREW TAPCO y..'J ,'.•`1 ., f . tl 6AST-76 Nur \ v C : ,, 16 NUY scA�c r-'• f 67 s x 1 `1• FLORIDA BUILDING CODE (Nan Nigh Velocity Hurricon J *@ 02017 77LMM 1N0 0.050" BERTHA ALUMINUM STORM PANEL --_ " DEEP)(225 '0F + IL EASTERN METAL SUPPLY, INC ............ O �l L` 4268 WEST saws oRw 1B fiS"x7'x14'aLONG_,WALL PLATE '% ��IVA�.�0,11 ` TESTINGMu INGtNEERING cA fiPii°° PHONE,(561)209-8264FAX-(566r4JOt341-m6 1 £8-OODs719 ••,;"'- �'�,"• a+r "+:» a�7w an D WAL7E7Ta R[.L1T Jr.P.E. r. aO rs-ou 1 FtAROA.Lt. 44167 .p StlF! t I,, TOP MACK (SEE COMPONENTS, SHEET to OF 9) CONCRETE ANCHORS (SEE SCHEDULE) 1 I' X 1 Min. 0 G 0 0 0 0 ------------------ --- om--T-S-17---77-Z't t i 14, O Z Z 7YP v y A l l I I �I I I I I f l 131 I I k l� I I I I�f A W � z If ° ✓ _ 1-0I � I f F i I.g" ! CONCRETE ANCHORS(SEE SCHEDULE) 3"i ��s,. 8 �yA,• . ,$�, Max. .3 1 Min: I Min. ,.�.. .......A4 G TRACK STORM PANEL TYPICAL ELEVATION (SEE°OMPONENTS, SHEET 1A) ~~...........'''��aiue////! SCALE. 1/8"= 7" 1/4"Max. GAP & 1/4"Max. GAP 1YP. TIN FLORIDA BUILDING CODE (Non Nigh Velocity Hurrican 02017 ALrECO WC 0.050" BERTHA ALUMINUM STORM PANEL (2.25" DEEP) + SECTION A--A EASTERN METAL SUPPLY, INC 4266 W£sr Rau s DR& TILLIr TESTING&£NG64EERING compANY WE3r PALM 6FACN,n..MS4D71 SCALE: 1/8"= 1" efzs mw.3661.sr_$b.W.v.,xarA aN;cm n,33166 PHONE(561)209-6255.FAY(561)84/-.1716 Asn-"V. l9aem: r (3O)VI-101 m:a aamm. a"r ax. 6tmaanr nR 6 E8-0006719 WALTER A.77UJT Jr.AE: cqa rs-a+ /.6/1 s SHp FLORIDA Lia <4167 TAPCQN£ZW C X4=RFD IIFAD TAAMVS,ZVVAC N4LIN RID NERD Uft-VAM ZWO MWI,RED HFAD OTTUBOLJ,CF TAP-GRIP GYK-t.4 OR JO CanL, DTNASMT,OF rM-GRD:CALK-IN OR p 911A9 T,rl TM-&W,C"-IN ACO MAtE/FFNAtE PAMELAL/rE 20MAC S ALL RWJ SDUD-6ET, ELCO MALE/FEMME PAMIIMATE 11�� a.CO LNtr/Ruud PAHAAur£ ZUNG NAtfIK RED NEAO DTH,mr, AAYXDRS MCHORS (SEE SdiEDI/CE FLR sPAG ),- CP Lw-GRIP,rADL-w OR (SEE sGNmuL£FOR snAcm:,) 4 Co.G (yam SLY(FDULE fDR SR/CgGJ — _ a.CO ALIIF/FDA"PMfE1MArE•� AMOMn(SEE'SCFFFDUL£FAR SPAOIND) 1 POURED —� POURED POURED ETE POURED COCONCRETE CONCR o o tTEOTUlRED IREO-,\CONCRETE Ai ( h k FEDUfRID-^�\ p i R£OUtR£D I N REQUIRED ( 4i I n2 w 1 3 Cont. W I I o f w 7'MINIMUM I T W � � - � i S !•MINIMUM i 1•MINIMUM SEPARADON TO 4 SEPARATION Ta r'MINTMUM I SEPAtiADON TLt I GLASS W- W GLASS T W GLASS i S£PAGCLA S 1a I f I 1 v I y 1/4'0-20 x 314' I BOLTSIV/7/B x y I V WING NUT. !2`A C I t e a I 1/4'0-20 -20 314' 7/E `x3 B2 /c/BTx® a rza./ `V/WG NUT T�T23 IT 0.C ( 1 TO cont 7 ii I i cs POURED cs o POURED W ( / ts I .a oCONCRETE I OR CONCRETE 1j o CONCRETEPOURED -^� L' _ I I POURED 1j BLOCK ISALG j OR CONCRETE I i CONCRETE CONCRETE REQUIRED ,}_�---� BLOCK WALL �1 OR CONCRETE — —� OR CONCRETE L— REQUIRED 1t 1I / I f7EQU1RED --L'J COnt. BLOCK WALL IL6h.F- 6 Conf, i BLOCK MALL T REQUIRED 1 I REQUIRED Tf TAPCONS ALL POINT SOLID-SET. - TAPCOAS ZtVAC AWLIN,RED L1EN� 4 TAKVNA 7AMAC AWLA:RED HFADJ I OS W/N(fT ZIWC ANUN,Ra)HFAD DttLiROLT, DTNADLJLT,Cr TAP-GRW,CALK-M OR DYAAMr.CF TAP-=P,CALK-RI OR ACO ANLF,/fAWE PAH£WATE ELLS7 MALEI FEMALE PAhVAOTE TAnWHs,7AVAC NA1LN;RED NEAtY r T Cont. 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FLORIDA BUILDING CODE (Non ttigh Velocity Hurrican SECTION t@ STUD (SEE SCHEDULE FOR SPAUW) r2017 nLTem,wc. Q05G" BERTHA ALUMINUM STORM PANEL (2.25"DEEP) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION /Tl EASTERN METAL SUPPLY, INC SECTION 1 SCALE:J/B•= I• SECTION 2A SCALE.J/6•- r C© �N c_ 4266 WEsr RLTADs OR1vE Trwr TESTrFFG h ENGINEERING COMPANYTBe PHON6!)20 WL37 PAW/1 BFACFL FL J3487 NOTE:DETAIL OF SECTION O STUD YALAD ALSO FOR ass+Kv..Tem. sn.mS vx'Na GvmEwt n.Ursa �.r �B26.x-FAJ4(56r)B4t-}rF�7F6 �K L WALL MOUINTTNC INSTALLATION ER -000671i SECTION 2(roP) FJkae r{xa raw. {.a>s)aTL-rsTL WALTER A TILL?✓c PX- aD ra-oAA °. SHE ROR1aA Ue. F 44767. 7APCDnF,ZA(HAC NMJN UPCONS,Wf-w OR E=MALE TAfWN--,CALK-!N OR aco IAMv 718-0 , TA TAPSGZA CALK- 3fl cont. (SEF 54REDULE FORASP�ACCR'G) E.D. FEMME PANZIMttie ANCHDRS _E.P. r—APPU LE r OR¢CO ttALE/TFudLE f/4"0-20 S S MACHINE ( SGIIEDULE MR SPAC/NG)� a* y Mq(E EL,y PAAEUfATE'41'G10RS BDL7 W/NUT&WASHER t E.D. I s�1EDULE FOR o P l2•D.C. m( n T'1 -1N,ALL POINTS NW14SLI OR I in I'Miry. POURED CONCRETE I I POURED CONCRETE I I f I1 AfALE/fEMAlE PANEL)AA7E ANCHORS,_ I -} -j }- REQUIRED IT_I. \ REQUIRED (EE SCHEDULE FOR SPACING) POURED I 'I •' \\ CONCRETE I i -�- POURED I CRETE Ci REQUIRED-•-1 ci I '0 0 1 h o ALTERNATE I �r OR CONCRETE 4; \ I 1 . 1 1ry LEG LOCA770N I BLOCK WALL 9 Cont. 1 REOUJRED $ � t 5 Cant Cont. I 1 1 114ers"a-z0 x 3fa• I T Bow/ !'MINIMUM 1 V 1'MINIMUM I W 3/32'w1NG.NUT!Q I EPARAWN TO SEPARABaN 7O I H I _ T:1 u 12 O. C I I !'dI1N11AUd1 SEPARATION 7L7 lJJ GLASS I y GLASS ( W 1-MINIMUM I N S I I 1 I y SEPARATION TO I CUSS 1 ti �t -20 x Jf4• L2•NC NUT C9 ALTERNATE {2 O.E. I ( I I LEG LOC47ION g Cont I I 7/B`r 3 32'If/NG 114'0-20 x Jl4':91I � I T 1, BaLrs{ 7/B x i r t T NUT e9 f2. O. Carrt. I !2"O C. I POURED -^ a f I. { 1 ( CONCRETE POURED 1 as i 8 I OR CONCRETE E CONCRETE W _ WAU OR CONCRETE / Wit' REQUIRED RLOCK WALL ,+ Lr�'f� r f�/I >/ f!y/� r/ s REQUIRED .L .�� / /f // / /' -{Jt»�- 1 7 Min. 1 CALK-!N,A(1 POINTS SOHO-SET OR 0 1'Min. fOfUlEp CO.vCRE7d 111.000 / POURED Con2RETE j 1" T• ELCO AmMm4DwE Pmium7E ANCHORS h REIIWkEO I R"Ott,`RED I I (SEE Sf7lEDUtE FOR SPACING}' DIPGQIS SAWC AWUI4 RED HEM 1/4'0-20 S S.MACHINE_ ,.tt / DrNABOLTS(BLOCK,OI,IIRf.Y').CF TAP-GRIP BOLT W/NUT&WASHER TMCONS C"-IN OR ELCO MALf1l -_ TARCON,q CUIf-W OR Q.Cp CALK-1N 0.4 ELH:D�""`�/FEMALE ® 12-0.C. tFAULE PAM1ELMAtE ANCHORS E D. FIIwtE PANELIWE ANCHORS E D. PANEITb41E ANCHdRS .� Conf. (SEE SDHEDHIE FUR SPACWV (SEE SCHEDUIE FQR SPAGNG) (SEE SCHEDULE FOR SPACING) BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION tD — SECTION 5 Saar:318-@ 1- INSTALLATION — SECTION S INSTALLATION — SECTION 7 — SECTION 8 SCALE:3/8'< 1SCALE:3,8/I iY%'ti. sCALE:3/15'= r' !'MINlMUTA �` CRE3YS USED AT ANCHORS 94Y BE 1/ q-20 SIDE 't`.y.�e•. t� w BOLT W1 PR!/4q-20 TRUSS FAO BpLT SEPARATION 7D �G1.Yy�CI �. G[A95 I ♦ �{�T " 'SIDE WiHX M ARE 314'0 32fitfiCYC I y C ff •: t &8.2 MACHINE SC(SHEET 1) GTH AS PER NOTES A2 _ t/4"0-20 x 316' E D.- EDGE DISTANCE R (SEE SCHEDULE ON / {qe P�� ♦ •TRUSS HEAD BOLTS ARE 1/210x1/8"THICK HEAD g cant 1 %32'1 MG NUT m SHEET 0&7) ! ' V,ATb r"� t� MACHINE SCREW W/LENGTH AS PER N07ES A2& rz•D,C. !LOR�O 4�it�t aEr 2(sH 1) dA1.�'�,���'`` / /_�:a - +i�li4ffirtNrtrif>ftA / .1000 10.000" f NOTE FOR COMBINA7/ON OF 5£CT70NS I L J WALL/FLOOR/CEILING MOUNTING SEC77ONS CAN BE TAPCONS c+ix w OR ELCOUNAlF/��--- COMBINED IN ANY VlAY To SUtr ANY INSTALtAWN. FLORIDA BUILDING CODE (Non Nigh Velocity Hurricon FVA(sw S PANEHEDULE TE FOR SPACIN E D' 02017 iumco,me 0.050"BERTHA ALUMINUM STORM PANEL (SEE SCHEDULE FOR SPACING) POURED CONCRETE (2.25 DEEP) t REQUIRED- FLOORMOUNTING INSTALLATION aszs Pnan1a-fsa]oOl,.vaFea:A{SuaScx7us 33! EASTERN METAL SUPPLY, IN C' E�_Om LT ROADS DNE {SESr PALM BEAFL 33407SECTION SA SG7LE:318 = t71[Lr NENGINEERING PHONE(561)209-8263,FAX (SB)841-1718N.w.sASNse )Ir-1n asla rtY.w a av[.- ter.w rtmtflA•, a+R L ET-0006779 WALTER il. DLL?Jr.P.C. a0""0"" = FLORJDA Lic 44187 POURED CONCRETE (! E� POURED CONCRETE OR VARIES 3• 4 CONCRETE BLOCK WALL CONCRETE BLOCK WALL MaxI �fiwuuRE'L1 REQUIRED �E U POURED CONCRETE OR 2`x J"x.093'J105 H-14 OR CONCRETE BLOCK 6063-T6 ALLOY Carlt.Alum.ANGLE A WALL REQUIRED 1 WRN ANCHORS D 12'd.C. Co.CRREETE OR EE 2.500`Mtn:v WALL REQUIRED Ei CONCRETE 0ANCHORS2 '0. 2.5Q0 CONCRETE L \ .\ ,$ !/4'CAA \ ANCHORS 0 12"0. C. VARIES 3' REQUIRED ALWAYS ""1; `y o_ 90_ OR(a 11 OR(/.'�)\) 1,Opd c \ 2'.r 4'x.125' 2"Mux. �t DF 1 h 1ORIOR l Y 1 T'x 2'x.055' ALTERNATE LEG tOCAT)ON \ tt'' t! �:J TO 2'x 5"r 3105-H14 OR 5063-76 AL Y \ 0. Cont.Alum.ANGLE \ OR 1/(Il Cont Alum.ANGLE OR ___ _ __ _ -illi �/ DR,080',3J05-N154 '- �_ SHEET METAL Alum. 1/4'p BOLT 4'x 4'x.072` BENT PLATE P 24 0.C. 3105-Ht4 OR 6063-T6 ALLOY W/✓ACKNUT Cont.Alum.ANGLE CASE A (P/ani CASE B {Plan) CASE C ('Plan) SCALE T/4'= f" SCALE. 1/4 1' SCALE- 1/4'= t" CASE f? ('Plan END CLOSURES DETAILS SrALe 714"= 1" MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" OR�RET CONI SCHEDULE FOR A GIVEN PANEL SYSTEM l (OPEN PosmoN+� K�'(r°Eav) POURED CDNGRL?E OR tXTNCAE7£BLOCK TAPCON ANCHORS OR WALL REQUIRED f ALL POINT SOUD-SET Mar.PANEL tENL7TT t MAXIMUM (SEE SCHEDULE FOR SPACING) E AS.D.DESIGN L((t•) / +�:SNAP PRESSURE RATING t E R£MA/N CLOSED A7 NON (P 6 T) , NUITRiCANE CONOmONS. MOUNONG W/ MDUNFNG W/ WALL MOON7T W/ o 7t'HE1"U' ) V HEAO£R 3Q LYtMP(TNEM t 4&(Sj CONI. i o +30.0,.-30.0 t2'-tt" 12'-11' t2'-T7" E y X +30.Q -35.0 )2'-t7' 72=t7" !2'-!T' W 1'MINIMUM TO CLASS E COM, SEPARATION ( E 9 #35.0, -40.0 T2=a" 12'-0" 12'-O' I'D CLASS 7/8'x T 0 f WX NUT +40.0, -45.0 11'-2" 11'-2' 17`-2' 17,¢f., E Z EA' STUD CONT. \� E 4 aN TE pa CASE E (Plan) #45.0,- -sa.0 To'-7' TO'-4" 10'-7" a -CONCRETE o BLOCK WALL _ +50.0, -55.0 TO'-0" 9`-4" TO•-a" �+ I REQUIRED /// CONT: SCALE. 114'_ 1• POURED CONCRETE t' - ,� SECTION 1. STUD (oPEN Pfl51BON+) +55:0, -60.0 9'-7" 8'-6" 9•_7• WA CONCRETE BLOCK I WALL REQUIRED 7YP. TOP/BOTTOM #60.0, -65.0 9'-2" 7'-9' 9'-2 IAPCON ANCHORS OR ALL POINT SOLID-SEI Eff�E�/A +65:0, -70.0 7'-2- 6'-9' ) (SEE SCHEDULE FOR SPACING (OPEN 1'OSfTION{� T �•-9" �%I WALL MOUNTING INSTALLAT +70.0, —75.0 1�T 1 FLORIDA BUILDING CODE (Non High Velocity Hurricane SECTION9 j]Q, ;* C2017 RLTECQ.INC. D:050" BERTHA ALUMINUM STORM'PANEL 6'-3' 8'-2' SCALE :3/8"= T' * * (2.25" DEEP) G OF ,MINIMUM PANEL LENGTH Is 3=a' t pp� �� EASTERN METAL SUPPLY, INC on�.• ' .M� !L E C 0INC. 42eiB WEST RQ40S DRIVE p (561 WEST PALM BEACH.12 33467 67 T! T TESTING tk ENGINEERING COMPANY . )209-8263.FARC,(561)841-1716 PHONE. 1 N,R J61h.5k.Sti JOS.YAGNA Gl40flfa,it S]I66 1�'x?ifSJdldtfr: fi4cx:(SDS -00 For:{JOS)9ft-t51f � p aM xs crSPlol Wn' 0) R A.1716719 au1 1y /16/I s .WALTER A 77.1 Jr.67 SHES FLORIDA UC. 14167 THIS SCHEDULE MOZ41ES REnum£D ANCHOR SPACING .MAXIMUM A S D DESIGN PRESSURE RATING (p s J AND CORRESPONDING MAXIMUM ANCHOR FOR A GYS EN AD.DESIGN LOAD AND PANEL LENGRL - E D. =EDGE DISTANCE HOWEVER MWMUM PANELLENGTH FDR A GLEN ALSO.DESIGN LOAD MUsr BE VERJ7W AS PER SPACING SCHEME FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES • SCHEDULE ON SHEET 4. . MAXILIUId MWMUM ANCHORS SPACING FOR E D. 3 112'••' MAXIMUM MAXIMUM ANCHORS SPACING FORE. D. -3 1/2'•• APPLICABLEASD. APPLICABLE TO MRVAN ASID DESIGN TAFCONS IAMAC��/ G4/JC-IN SOLID-SET PANEWAIES CF TAP-GRIP SECDUNS/�& PANEL DESHGN 7APCoNS IAVAC HA/UN/ CALK-fN 'SOLD-SET PANEINATES GF TAP-GRIP SECTIONS PRESSURE RED NO.DYNABOLT _ COMWI14170 LENGTH PRESSURE RED HD.DYNAWL7 - COAMNA: R477AIG 10 To Ips f.) TO CONGRffE MASONRY LVNCRE7E MASONRY CONCRETE MASONRY CONCRETE AHASONRY CONCRETE dEISONRY CONCRETE1 MASONRY OF 7TlEAi Y-(ft.) (p 9%) CONCRETG to E MASONRY CONCRE/E MA6ONRY CONCRETE MASONRY CO to To TO To TCRETE)MASONRY CONCRETE MASONRY CCfAX7t7E'j MASOTo To I To To ToNRY OF THEM 12- - 12 - 12' - - - 12' -. iz" - 1 (top) 12" - rz'++ - 12' - - - 12- - to- - 1 (TOP) 12- to- i2-++ 12- 12' 8" 12' 12' 12- r2" 7z" 10 1/2" 1,.9+(Boman) i2' s" 12*+4 /2• r2' s' rz' Tz' Tz• t2' 1r r/z^ 6 J/2` t. 9!'(BOT![i 12' - - J2'++ - 12 12" 12" 12' 12 - 12'- - 2. 4+(tDp) 12' 6' Y1'+ - 12- 12- 12' t2' 12- - 11 r/2- -- 2, 9+(TDF, 12- to- 12'++ 12- 12' Lt- - - r2- t2"' 12- `10 1/2' 2.(BOTTOM) 12" 6- rz-++ 12- 12- 5- - - r2- 12- 11 1/2' a r/2` 2(BOTTOM 12' 10" 12-++1 12- 12- 8" - - 12" 12' 12- 10 1/2- 24(80170M) 12' 6' 12"++ !2" 12" 5' - - 12- 12' 11 112-16 112- 2A(BOTRJL +55:0,-40.0 J2' - 12"++ - 12' - - - 12' - 12' - 3&4(TOP) 8'-O' +35.0,-4Do T2' - f2'+* - 12" - - - 12' ! - 11 1/2-1 - 3&4.(to/ OR 12- 10` 12-++ 12- 12' 6- - - 12- l2• 72 10 t/a' 3(BoT1oM) °R OR 12^ -6• 12-++ 12- 12- 5- - - 12" 12" 11 1/2-16.1/2' 3(BOTTOM, LESS t2' t0' 12- ESS ++11 t2" 1z` aT - - 12' 12' t2" fa r/2' 4(80TroM} L LESS J2' s' J2'+ r2• r2" 5• - ( - 12• 1 r2• 11 1/2'16 1/2 4(BOTTOM, 12' - 12-++` _ 12' 1 -. - _ 12' - rz• 1 - 5(TOP) 1. _ 12.+. _ 12' II - - 1 - rz- 1 - It 1/2-1 - s(ROP) 12- 1 10' 12'++ 12' 12- 1. - - 12' 12- 12' 10 1/2' 5(80T1OM) 12' 6- - t2'++', 12' 12 i 5 - 1 12" J2' r1 112'16 112' 5(BOTTOM, FI12" - - - 12' 1 - - i - T2' - - - 6(Top) 10" - - - r0- - - "' 12" - - 6(TOP)- - - - 12- 1. - - 1 - 12' 1 - - - 6(BOTTOM) B- - - - B` - - - 11' - - - 6(BOTTOM; ( SA 80TTOM it - I - 12' _ _ 1 _ 54�Z PM 7• _ - t 7- - - - 9 112"1 - .. .... 7 P it, - - 1 - 12- - - 1 - - i - - 7(BOTTOM) 7- - - - 7- f - - - 10- - - 1 - 7(BOTTOM) - ( - - - 12- f 6- 12' 1 12- 12' Jillr2` - 6(TOF1@omoM) - t2" 1 - r?- 12' 12' 1 12' - 1 - 9(TOP/BDFTC 12- ... 12.++1 - 12- - 1 - - 12 - r (1Qp). - + ONLY TApCON ANCHORS OR ALL POINT SOLID-SET ALLOWED FOR MOUNRNG S£CRON 9. 12' 8• T2-++ 72, 12' 1 6- 12' 1 12' 12' 1 12- 12' 8 112' 1, 9f(BOT71010 t+ ANCHORS SPACING ONLY YAUD FOR ZAMAC NAtUK 12- _ l2^++ 12, rz- 12- 12" 12' 72- 1 - 72 - 2. 9f(1oP) nnir / (BOTTOM) oR INsrALSHEET UTr&oNs iHio WOODRS TYPE F7IAME BUILDINGS'G �.d�ti 12' } 8- 12-++ 12- 12' 1 6- - - 12- T24 12- IS 112- 2 t2' 8' 12'++ t2" t2` 6' - 1 -' 12' t2` 12" 8 T/2' ZA(Bor aMJ •• WXMUM ANCHOR SPACINGS ARE VALID FOR 3 112"EDGE DISTANCE FOR E A LESS THAN J 112" REDUCE ANCHOR SPACING BY +310,-400 12- - 72'+ - }2' ( - - - 72' - 12- - 3&4(TOP) MULTIPLYING SPACINGS SHOWN DN SCHEDULE BY THE FOLLOYANG _ FACTORS..(Iin. E A FOR C4U(-1N ANCHORS&ELCO \ - 0R 12" 8' t2'++1 12' 12' 1 6- 1 - 12' 12" 12' 8 112' 3(BOTTOM) >8'-O' PANELMATE IS 2 112'.AND 3 112 FOR-SOUD-SET ANCHORS). ` S ++ TO t f \ LESS 12' I B" 12" 12" i2' 6' - - t2' 1 12' 12' 18 1/2• 4(BOTTOM) I}F + 70'-0' FACTOR A !2" - 12-+t - 12' 1 - - - 12- - 12^ - 5(Top) ACTUAL E. D. yavgO WVUN �O''. �i/4/R�04::� $ ►�� PANDMATESt' 12- $- 12"++ 12- 12- 1 6- - 1 - t2' 12,' 12" 8 1/2' 5(B07TOA!) TAPCON /DM46aT CALK SOLID-SE! CF TAP-GRIP J2' - - - t2' - - = J2' - - - 6(TOR) 3" - .86 .75 .78 1.00 ''',!�!!riliirlU4j4T 10- - _ - 1°' -- - - 12- - - - 6(BOTTOM) 2112- - .71 .50 - .80 12' - 54 7 2-(BOTTOM - QP " - .50 - 9- _ _ _ g- 1 _ - _ 12• _ _ _ 7(BOTTOM) t 112' .35 1z' 1 6• rz` 1 1z r2' r2' - - a(toP/BottoLi) FLORIDA BUILDING.CODE (Non High Vetodly Hu cc 02017 TRTECO.INC 0.050 BERTHA ALUMINUM STORM PANEL (2.25"DEEP) i r�rE �"� EASTERN METAL SUPPLY, INC i0 1 N� 4268 K'EST ROADS DRIVE Trwr TESTING&ENGINEERING COMPANY WEST P"REACH,fl.33407 ' 6zRSNW 3!1 s S10,a vcccwA —n-I- PHONE•(561)209-8263,FAX(561)841-1716 I+hvm.:(SOS1SIr-(SIO, (Jor)rlhr9S1 rtx�. O nv[ .Cr.w a9mr. _mrr L E8-DDO6719 rhan _ r {PALTER A TRC?Jr.P.E. r �rs-PH SHE FLORIDA Lid 44167 r � IFlU^SCHEDULE lNO1CARS REQUIRED ANCHOR SPACWC •-"�` '�`' FDR A avEN A9A DES"LOWANG PANEL LENGRt. MAXIMUM A.S.D. .DESIGN PRESSURE RATING (p.s f) AND CORRESPONDING MAXIMUM ANCXOR Rflbl)HOWEWR U4VMbW PANEL LENGTH FDR A CNEN f. D. ffi EDGE DISTANCEASO.DEVON LOW MUST BE VDMfD AS PER � � ^,.SPACING SGf1E1?ULE FOR INSTALLATIONS INTO CONCRETE AN2? CONCRETE BLOCK STRUCTURESSCHEDULE ON SHEET4. - � 9•• 41 MAXIMUM ANCHORS SPACING FOR E,D.=3 1/2'•" M"MUM MAXIMUM ANCHORS SPACING FOR E.D. 3 1/2'«• MA a APPLIOWLE TO MANLMUM ASD. �f� DESIGN 7AF'CONS 2AMdC NAlLTN/ CALK-IN SOLD-SET PAA+E/A:ATES CF TAP-GRIP SECTIONS & PANEL DESIGN TAPCONSCN CALK-1N SOLO-SET PANfLMATES CF TAS-rwI1P i PRESSURE REO,NO.DYNABOLT COMBINA)TOA LENGTH PRESSURE RED ND.DYNASOLTRA77MG 70 TO TO I TO TO 70 TO to OF + !gN7'CQAIBI--A TO TO To To To (R.. 10 CONCRETE MASONRY CONCRETE MASONRY CONCRETE MASONRY CONCRETE MASONRf CONCAETEi AASONRY CONCREJE ALaT0.NRY THEM L'(N.) CONCRE7E�MASONRY CONCRETE f MASONRY CONCRETE MASONRY CONCRETE TO TO to TO 10 70 i MASONRY" C6"1CREfEl1�� ptl_1 1 IY - T2.++ 12' - - - 12 - 12" - 1 (TOP) 8' - 7 _ 9' �12' 6" 12'++ f2 T2' 5 72" 12'- 12' J2' !2' 7- 1,3+(BOTTOM) t2• $' - it'++ 10' f2' 4- f2 9 f/2 9- f 5•12" _. 12'++ - I2- 12" 12" !2 - 12' - z 9+(TOP) t2 - 9'++ - f2 - t2- - 9- - z 9+(Fof 12' 6- 12++ 12' 12' 5- - - f2' 12" 12' 7' 2(BOTTOM) 12' S- 7t'++ 10' t2' 4" 18' 9 112' 9' 5• 2(80770& 12- 6' 12-++ 12- 12- 5- - - 12" 12- 12' 7' 2A(BOTTOM) 125' 11=+ 10" 12 4- 12' 9 1/2" 9' 5' 2A(807TOA +35.0,-fan 72' - f2 - 12 •- - - 12' - 12- - 3&4 (TOP) 8-0' +550,-60.0 12 - 1t ++ 12' - f2" - 9' -^ 3&4(TQ. TO f2' - 6' tY++ 2 72 5' _ _ 12 12- I2' 7• 3(BOTTOM) OR70 12 5' 11'+ i0' T2" 4.' 12' 9 1/2' 9' S' 3(BOTTOM, +aa-6ao 12- 6- 12-++l 72- 12 5- - - 12" 1. 12 7- 4(BOTTOM) LESS +nV.-BOO 12' 5- It-++I 10' 12• 4' - - t2 19 1/2- 9- 5- 4(BOTTOM 12 - 12`++ - 12- - - 12- - 12- - 5(TOP) 12' - 11'++ - 12- - - 12 ( - 9- - 5{70P) 12' 6- 12'++ 12' 12 5.1 - 12' ! 12• 12- 7. 5(BOTTOM) 72' 5' 11' 10• 12' 4- - -• 12" 9 1/2" 9" 5- 5(BOTTOM 40` - - - 10" - - - 1- - - 6(TOP) 8' - - '- 8' - - I. -• 10 1/2l - - - 6(TOP) 8- _ _ _ 8• _ _ 1 _ 12- - _ _ 6(BOTTOM) 6- - _ - 6- _ _ 9- ' _ _ _ 6(BOTTOM TO 7- - - - Y - - - 70 T/2' _ _ _ X78(top) op 570M) • - _ '^ 5' _ _ _ 7 1/2'_ _ _ _ 547$OTP )b 8- _ _ _ 8- _ - - It- - _ _ 7(BOTTOM) 6' - - ! 6' f _ _ - 8- _ _ _ 7(BOTTOM,, - 12 ! - 12- 12- 12" 12' - - 8(70P/BOTTOM) _ _ _ _ 12- _ 12' 12' 12- ( 6- - - 8(TOP/807h 6- - 5-++I - 6" - _ _ 9 112- - 4- I. - I (TOP) 5' 1 - 4-++ - 5- , - - - 8' - 3- _I3 1/2- t (TOP) I1- 4- 9-++f 8- I1- I 3" 12` 12' 12' 8' 7 1/2"' 4' 1, 9+(Bomv t0' I 3- B•++ 7' 10- 3- 12' 12 12' 7' 6 1/2- - T. 9+(BOT7LA 12- 1 - 9-++ - 11' I - 12- # 12' 12- - 7 112' - 2. 9+(TOP) 10' - 7'++ - 12- - 12- 12' 12' - 6 1/2' - 2, 9+(TOP; ft' 4' 9'++ B' 11' 3- - 12 8- 7 112- 4- 2(BOTTOM) 10- 3- 8-++ 7' )O' 3' - - 12- 7' 6 1/2'i3 T/2' 2($0770m; it- 4" 9`++! 6" i1' 3' - - 12 ( 8- 7 112- 4- 2A(BOTTOM) 1D- 4- 8'++ 7- to- 3- - - 12' 1 7- 5 112-,-3 712' 2A(BOTTOM +35.a-400 it- - 9'++� 12- - 7 112•I - 3&4(TOP) f550,-50.0 !O' - 8"++ - t0' - ^ - 12- - 6 112-1 - 3&4(TOP TO i1- 4- 9'++ B' 71 f 3'. - _ ( 12- 8- 7 112-1 4- 3(BOTTOM) >8'-0' R7 1O' 3' 8-++ Y TO- 3• _ _ 12• 7• 6 112-13 112' 3(BOTTOM) +5511-60.0 11' ¢' 9'++ - 8' 7/ i 3- - - 12- 8` 7 1/2"i 4' 4{BOTTOM) TO +750,-80.0 10' 3' $'++ T 10 3" -' 12 T 6 112-1.3 t/2' 4(EIOTIUM) - 11' - 9'++I. - If' - - - 12' - 7 1/2 - 5(Top) t0' - 8-++ - _ TO- - - 12- j - 6 112- - 5(TOP) It' 4' 9'++ 8' 11' 3- - - 12- 8-. 7 112- 4- 3(8Q770M) 9'- 3' 8-++ 7- 9- 1 3- - 12' 16 112- 5 112-3 112' S(BOTTOM) 6- - - - 6- - - - 8 112' - - - 6(TOP) 6' - - _ S' - - ! - 7 112-1 - - - 6(TOP) 5- I - 5" - - - 7- - - ( - 6(BOTTOM) S' - - - 5' - 6 112.1 - - - 6(80TTOM) 4" _ - - 4' -• - #- 1 1/2 - - SA B OPOM 4` - - - 4 1 - - - 5 112"i - .. _ SA7 B- 112' 7(BOTTOM) 4 - - 4- _ - _ 6" 7(BOTTOM) 12- 12- 6` - - 8(TOP/BnTTOM) - - - - 6' - 12• 12' 12- i 6' IS(TOP1B07T0 FACTOR + ONLY TAPCON ANCHORS OR ALL Paw SOLID-SET ALLOWED FOR MDUNRNG SEC$ON 9. ACIVAL E D. ++ ANCHORS SPACING ONLYAPPLIC484C 70 ZAUAC.MAILIN ANCHORS FLORIDA BUILDING CODE (Mon High Velocity XLfrricaf 2AM4C NAVN ' SEE SHEET 7&8 FOR ANCHORS TYP£&SPACINo AIR INSTALLARONS INTO WOOD FRAME TAPCON IDYNIBOLT =K-IN SOUD-SET sv TAP-GRP BUILDINGS. 02017 TILTEM INC. 0.050" `2BERTHA f ALUMINUM STORM PANEL _ ANELMAIES +r AWOMUAd ANCHOR SPACINGS ARE YAUD FOR 3 112 EDGE DISTANCE. .-25"DEEP) FOR E D. LESS TiAN 3 112'REDUCE ANCHOR SPACING BY 3' .Bs .75 .7B 1.oD "� MULRPLYTNC SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING TERN METAL SUPPLY, INC FACTORS (Min. E D. FOR MK-IN ANCHORS&ELCO E�!�C O i Nt 2 7/2 - .7T .50 - •80 PANfLMATE IS 2 112.AND 3 112'FOR SOLID-SET ANCHORS). ' \+0 .� EAS4268 Wi•-.rT 9 ORrvE FOR THIS OPERATION TO BE MADE REDUCED SPACINGS RESULTING FROM APPLYING ABOVE TILLIT TESTING&ENGINEERING COMPANY WEST PAS 263.PAX. 7tdO7 2' - .50 - - sus N1Y.JT&m.5Ye J0.A{r1G1i'A c�cm�s,rt JJrE4 PHONE.(561)209-8167 FAX.(561)841-1716 FACTORS SHALL NOT RESULT'ON SPACINGS LESS THAN 3'FOR.ALL ANCHORS(EXCEPT >'.�i{JreIST1-rsw.�:Fmsavr_rstr +4.5'FOR RED HD.DYNABOLT ANCHORS). WALTER-000 719 r. 417�e-traUJs/I J FLORA Um 0 44167 s • - CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE) o (SEE SCHEDULE) 6 " 7/4 /4Max. GAP "Max.Mox. GAP r Ci S4 I' . CONOCRETE POURED 4i I REQU/RED� I 3 Cont CONCRETE i REQUIRED 1 t ( A .SECTION 8- SCALE: 1/8'= I 1 a IXISnNG GLASSI t CLASS i'Min.SEPARABON TO GLASS 148/6, 14A/6, :'x6n.ssFmA ION 4 i (WHOLE) (WHOLES)D 15,168/7 15,1'6A/7 � TO class BUT NOTCHED 114-20x I S.S. I i 1 1 ? } i6 � EA CORNER 0 SIDEWALK BOLTS fiS BOTTOM AS SEE DETAILS 2/7, 1 I " I DE7A2-- SHOWN. —SHOWN. I 1 2/15. (WHOLE) A l t/a'0-20 x 1'SS.M;S. of AT: NC lNUr t2 O,G i. B ,6 INTERIORLY REMOVABLE I e i/a'0-20 x r'S:Srr.S: I 0. W/7/B'0.x r0. PANEL LK W/ 1 i x WmG xu7 s 12'O.c i SIDEWALK BOLTS I 1 � l 4-7 (SEE DETAILS / 1 t ! 1 c 0 0 2Z,, 2 14) CONNECTED POURED_ I )' 7Y) THRU CONCRETE t t t .• 518-0 HOLES AT r S l§r OR CONCRM BLOCK WALL WALL 'i 6"O.0& P REQUIRED CONCRETE i t _ FASTENED AT REAR i I eCNLLW/7/8bx3/32` BLOCK o i t WJNG NUT t� _VERY I REQUTA@ 4i I ' J 2^ ` SIDEWALK BOLT 1 I OR 10 OR 1 —, CONCRETE ANCHORS - f 46/6, 14A/6, (SEE SCHEDULE) [*I 15,16A/7 CONCRETE ANCHORS- 37$' q" CONCRETE ANCHORS (SEE SCHEDULE) 3` Con4 (SEE SCH£DL2E) INTDRIORLY EWAREMOVABLE PANE Max. Max. StDEFlALX 80LTS G I Miry. 1 Min. Cont. CONN TED T0.�7NR� HOLE'$AT 60 6'O.0&r. SECTION l OA SECTION 10B AT RFAR AY®7 =2�IYL INTERIORLY REMOVABLE STORM PANEL WALL MOUNDING INSTALLAT/ONS drrrtrura�,�<<� PARTIAL ELE 8 EVA TION Y ,,,` �qi ENSF�� SECTIONSSCALE:318*n 10 .k No,44167 "'i INSTALLATIONS VALID FD ANELS 1 USED JOINTLY WITH INTERIORLY EMOV BLE . _ EMS 1 S AIEOF In ' OFt►DV:.•" w� FLORIDA BUILDING CODE (Non High Velocity Hurricor. 4�`+ "'rla�.•�� 02017 YXIECO,WC. 0.050" BERTHA ALUMINUM STORM PANEL. (2.25"DEEP) . T,,, EASTERN METAL SUPPLY, INC ■.` ECO x C. 4266 wESr Ra40S Dim - WEST TESTING g E,YDiNEERINC COMPANY tYEST P"8EiC1L f2.J340T aas5 Kd.Jcm.sr. ..ma.Y.,i 34 rrrax M 1L MI" PHONE(561)"09-a26J FARC(561)6[1-1716 Ftmra.;(,ms}9Ir-lW.Tm:(S pan-1511 � � uR m.- maaar nit. t EB-0006719 VM7M,A.DLUT Jr.P.E SHE FLORIDA U. 4#!67 - ANCH CONCRETE ANCHORS f. D. CONCRETE ANCHORS E.A CQ(SE E S HEDU E 'CONCRETE NEDfj4ANCHORS (SEE SCHEDULE) (SEE SCHEDULE)\ (SEE SCHEDULE')E D. (SEE SCHEDULE) Z.y POUREp I! POURED { E.D. POURED CONCRETE 11 POURED CONCRETE III CONCRETE CONCRETE REQUIRED ED.-�-ED.� REQUIRED Ea ED REQUIRED REWIRED ( 1 �7{ 1 EQ EO. I I o I I o w —7 I -T, Wig I 1 I I I I Cont. I I I' JCant. I I f"e6•n.SEPARA77ON 1 m 1 I va I 1I �t`M+To 5 PAAR47WH 1 ! TO GLASS Min.SEPARATION—: { x 1 To CLASS 'n 1.MTO CLASS I1 2w I W I i j � ( DerAi` I I { 1 I I—Ir— DETAIL 2 I i I 1 I I I 1 T i I 7115'a r 3/32' a 3 7/6`a x:3/32' I I 1 6V TUC l.6 I I w/NG NUT I—\ 1 0 16 1 I0 I A 7/8`WNS a x 3/32•. I EVERY SRJTJ 1 1 I I I I ® 12"O.G1; i 1 1 Cont # i EVERY STUD } ! 4'nNC NU7'30• �, I 1 0 12"O. C. I 17 I EVERY.STUD \ 1 { 1 # YI5 Cont. L I I P 12'0.G 1 i 1 EDGE OF I Cont. 1 ( ALTER'LOCH ON 1 17 I POURED CONCRETE {I T IF CABL.E I 7.L�..�� — j ConL REQUIRED X 1 EDGE OF I ALTERNATE EEG •y �.^/ ! ./- EDGE OF {( J/ 1�1-tet StAB lF I LOCAAQN 1 CONCRETE ANCHORS 1,�.._£ R REPOURED CL7NCRE7E� j{ t" SLAB"IF { { I { APPUCABLFj_ _— (SEE SCHEDULE}. QUIRED / CONCRETE ANCHORS..! CONCRETE CONCRETE ANCHORS (SIE SCHEDULE I-D. �UUI7� (SEE SCHEDULE)�LEO.—i I 1 f�r�RED �+ 1 I CONCRETE'ANCHORS I INTERtORtY REMOYABLP PANEL OW/ ;� CONCRETEB �u SECTION 11 A SECTION 118 SIDEWALK BOLT,IEEE DETAIL 2) REQUIRai (5££5armpL£) ED CONN 7L'3 6 7NRU 51148 If CEILING & FLOOR MOUNTING INSTALLATIONS HOLES AT-1 O B'D.c&FASTENED SECTION 12A SECTION 128 INTERIORLY RPFJWALTLE PANe AT REAR i'I 7/8"4x3/32`YANG NUT SIDEWALK BOLTS E L O EVERY SIDEWALK LTOLT. SECTIONS 11 CONN TED TO V6 AIR SCALE:3/B-- I" CEILING & FLOOR MOUNTING INSTALLATlON5 AT.j{6�}O B"O.0&F. AT REAR W/7/8`4x3/32"IY .7875' F141=20.1'S-S,SIDEWALK BOLT$ SECTIONS 12 0 EVERY SIDEYA W/3 a'S4071E0 NFALI T7XEp I G ' NRLY RLXTOYAClE 7NRU KEY HOLE((2�0.6"O.a W/114=20 NUT AT RFATt Ww N; '/'�" R°i0� INSTALLATIONS VALID Ft1R PANELS i USED JO/NT .x W NS NUT j O 6`O. }9 J7rl WITH ITE IORLY REMOVABLE—PANELS-Cl., 1ttuCIA � P _ _ I y FLORIDA BUILDING CODE (Non Nigh Velocity HLtrFicar m ; c2nu mFEW,INC. 0.050" BERTHA ALUMINUM STORM PANEL I i I E D. m MOE DISTANCE f (SEP SCHDEDULE)GY : (2.25-DEEP) 1875".".••I I 5NEET T & Tf '( 7170 3 �7v��F P•',a .} EASTERN METAL SUPPLY, INC 050" r/a"HDLE o 6"ac. y��'•.zoa�a.. I L E C O I Nt. azsB 1YEsr RaAos DRIVE NOTE FOR COMBINATION OF S£CAONS: ,r tC•'•�, WEST PALM BEAM R.33407 DETAtL 2 - lNSTALLA710M OF f 415ft.' 'fir�Vl ,� }�• 7TLL1T TESTING Y ENGINEERING COMPANY PHONE.'(561)2!79-8263,FAX(56f)84f-1716 1 FLOOR/CE2ING MOUNTING SEC17ONS GW BE >>>i4>PI1Jl/ltl[7Lt �mwweb �Neir`t300i r-NAfCARM tjArse '��. � ' SIDEWALK BOLTS O REMOVAB PANEL COMBINED IN ANY WAY TO SUIT ANY TNSTAJUAAON. Ee-0006719 WALTER A AUJT Jr.AI- No Ia"� �I a SNE SKitLC: t" /' - FLOIUOk.v.I44767 4 ♦ u 1yaMM ASD DB GN BESSSURE RATING (r s L) AND CORRESFOMING MAXIMUM ANCHOR SPACING INSTALLATIONS IN CONCEM AND CONCRETE BLOCK STRUG7TL�F'S ASO U MAYdIW MCNdPS SPAM MR E-A�J 1/2'*- -.. APPLI�zrE�IS A YYINUAI PM'E! PREssm RECGAR Cl-caw - CRETE-NET(SSI 7AWL 1K2N GLLC-W SD00-5ET cF SIF ILP PAIUMUM PME DAVE i§NS 410 SS WLWt - —wkmu40M ttlrt v OW tLa1tM1Y(PaC) m Comm TD BLOCK N CONOUTr m&OCK t0 cwvm/ m ETOCX N CONCRETE t0 MOCK TO Cwc m N EROOT N Cet4CRETr m BICYK M CMY W-M B10UT TO CWCRETr N 6L000 TO LONfRETE 10 CLOCK or MEM !1' NIA 12' N/A NIA NIA. t2' WA NIA N/A N/A WA 12 N/A 12' NIA T2• N/A JO(TDP) 12' 4' 12' t0' NIA N/A 12 9' N/A NIA NIA NIA t2' 6 12' 7 I/Z' 12' 6' IDA(SOTIOM) I2' NIA 12' 7" N/A NIA 12 B 1/2• N/A N/A N/A N/A 12" 6' /2" 5 1/2' 12' 4' 100(BOTTOM) II.112' NIA T2' NIA NIA N/A 12' N/A NIA MIA N/A NIA t2' N/A 12' N/A 1' NIA it(TOP) 615,-63.5 B T/T N/A JT" N/A N/A N/A 7112 N/A NIA NIA NIA NIA 1/ 112' NIA 11" NIA 1112- NIA IIA(BOTTOM) 9,-O"OR LESS MIA NIA NIA. N/A N/A N/A N/A N/A NIA NIA NIA NIA J' N/A J' N/A J• NIA 118(60TTOM) 'It 112' NIA t2' N/A NIA N/A 1' NIA NIA NIA NIA NIA l2' NIA 12' N/A �4]- �"' tlA 12(>a� B 112" NIA t2' NIA NIA NIA - 7712- NIA NIA NIA N/A N/A if 1/2' N/A 1t' NIA IA 124(BOTTOM) J'•• N/A N/A N/A N/A N/A, 3' N/A N/A N/A N/A NIA 4" N/A 4" N/A NIA 128(601TON) E.D. -EDGE DISTANCE ANCHORS LEGEND �E AN'NCHOR SPACING BY Mu P NNVAW G FOR SH WNOISTANCE.FOR E 0,LESS ON SCHEDULE BY THE fOLLOWNAN c AciORI ** LIMITED TO 5'-4" MAX. SPAN. - HO - MH ANCHOR TIG£ ANCHOR (NOTE AGn.E M.FOR"- ANCHORS 152 f/27 - �,�,,, `p��' FOR THis ETMON TYJ P03t0t1„REDUCLD SPACING GBrArNEO USING FACTOR STALL NOT BE 410 SS, TAPCOM.ZAMAC NAILING, UW THAN MINIMUM SPACING INOIIATE0 FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. CF TAP-GRIP, MA PANELTE OR PANEU.lATE'PLUS. FACTOR - C4LK-LN 85' ACTUAL E D:REGULAR TAPCON& ZAMAC NAILIN,CRE tE-FLEX SS4& CALK-1N SOW-SET OF TAP-CRF - - 410 SAS TAPCON PANEiMATE OR PATE PLUS NY:YASOUR-SET J.5' .86 .75 .78 1.00 1/Jd//lJl;Ii 2 1/2' - ,71 .50 - ,$0 i1�iii/„i.� CRETE FLEX 554 6.0' 2. _ _ _ _ �'", '•�..•. J _ !AR TAPCON IN BLACK Rq, J� REGU1 1 OJS - - V �. RECUTAR TAPCON!N CONCRETE - - I No.44167 "4,yf�� 0F '' � FLORIDA BUILDING CODE (Non High Yetocit KUFffCOJ , '$JdNA 'di rzDnntrEco.Ina 0.050" BERTHA 2.�$MDNEU �STORM PANEL "/►�/ � EASTERN METAL SUPPLY, INC ■d r d i��y V 1 t'1 C. 4268 WEST ROADS ORAS. 5407 nuff TESTING&ENGINEERING COMPAtTY WEST PADA BEACH,11 este N.W.s&n S!,q.wx VRCTrA GLSA04 n Jure PHONE•(561)209-826',7,FAY:C5661}81)8 41-1716 Pimm:LwsMxr-ISN.Fur[647}6x1-Isar t ,,u I F—v turf' cr. LmtT+nT tun EB-0006719urn rs-ou Axa/r :� WALTER A T/LlsT Jr.PE: SNI FLORIDA Lia. 44167 4