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HomeMy WebLinkAboutProduct Approval (4) Florida Building Code Oliline littps://www.t]oridiibtiilding.org/pr/pr_app_lst.aspx t , W � Sri ar fl f t 1 l I ; r T' tl .,. 4 `9" M F NW v 'T' d t"m ,!,aY r} s'•,y SCIS Home Log In User Reglstratlon Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map ' Links Search d.bb 0,im uses:publApprovalr _ ., Product Approval Menu>Product or Application Search>Application'List �1/t \ T}�C>0 Search Criteria Refine Search Code Version 2017 FL# 11969 Application Type ALL Product Manufacturer ALL Category - ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entlty•Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approvedfor use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications .,_ _..__ _ _.._ C OP, Y� Tyne Manufacturer V I L , FL111969-R4 !Revision Eastern Metal Supply I . ••�alldated By Status f ohn'Henry Kampmann Jr, Approved f Iso ry, I Category: Shutters (,941) 922-3854 i i i Subcategory: Storm Panels *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary: 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 publlo-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall:If you have any questlons;please contact 850,487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012;licensees licensed under Chapter 45S,F.S.must provide'the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses aro 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: M KI IL�_N EE 12 1 of2 07/11/20118 06:55 PM Florida $uilding Code Online littps://www.flbridabtiilding.org/pr/pr_app_dtl.aspx,?param=wGEVXQwtDgsxYIcb4.. - SaFri iiM4 dCf.n..l.n tl. ✓,s�.f.}..i�.Ti. 1��w���"�.�h. �>'•~rLI�M. ,:ti�S� S'S yy i u '�'y�.9? J'I r'�+M rw'r1}ha"r''yY aN 1'3"n0�',�` i'�'"rQio:'i+' wYmuvT ,,nt✓tL_ur...E�4.f. vi% �� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links Search . r x�n° °`��Product Approval },;. USER;P'ublldUser Fir ,,. Product Approval Menu>Product or Apolleation Search>Application List>Appllicatlon Detail FL# FL11969-R4 Application Type Revision Code Version 2017 Application Status Approved'' Comments Archlved Product Manufacturer Eastern Metal Supply Address/Phone/Ercall 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 I rod rlg uez@easternmetal,com Authorized Signature Bill Feeley Irodrlguez@easternrrfetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Storm,Panels Compliance Method Evaluation Report from a,Florida Registered Architect or a Licensed Florlda Professional Engineer Evaluation Report- Hardcopy Received 1 of 3 07/11/2018 06:47 PRIM Florida Building Code Online littps://www.florid,,tbuilding.org/pr/pi app_dtl.aspx?par im=wGI VXQwtDq$xYIeb4.. Florida,Engineer or Architect Name who developed the Evaluation Walter A.Tllllt,Jr. Report' Florida,License PE-44167 Quality Assurance Entity National Accreditation and Management Institute' Quality Assurance Contract Expiratlon Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11969 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-099, CERTIFICATE OF INDEPENDENCE.PDF FL11969 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-IQQ CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year TAS 201, 202,203 1994 Equivalence of'Product Standards. Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/13/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/20i7 Date Approved 12/12/2017 Summate of Products :....._.__._..._._._...._...,_._...___..___....� _......_' _.._._. It .-•--...___..........__..__.._...._,.....__�_..;_._.._'rl tion' . FL,# (Model Number or Name Description, 11969.1 0.030"Thick Galvanized Bertha Steel Storm ,Corrugated galvanized steel storm panels retained or not by tracks to,provide 1Panels (2.25"Deep)- HVHZ-Drawing Number ;hurricane protection. 17-099 ; Limits of use Installation,Instructions { Approved for use in HVHZ:Yes FLi1969 R4_II_EASTERN METAL SUPPLY, INC. DRAWING 17-099 6.030 THICK Approved for use outside HVHZ: Yes i GALVANIZED'BERTHA STELL STORM PANEL.PDF Impact Resistant:Yes Verified By; American Test Lab of South Florida Inc. I Design Pressure: N%A i Created by Independent Third Party:Yes I Other: Large Missile. Max,span is 8'-6 for+60,-70 p.s.f.ASD for panels Evaluation Reports 2 of 3 .07/11/20118 ()6:47 PM Florida Building Code Online littps://www.floridabuilding.oi-g/pr/pi_app_dtl.aspx?param=wGEVXQwtDgsxYleb4.. mounted per sections number 1 thru 5 and 8. See sheet 4 of Installation drawing I FL11969 R4 AE EASTERN METAL SUPPLY, INC. DRAWING 17-099 PRODUCT OF for other spans and pressures. I EVALUATION REPORT.PDF y p Third Party: Yes _ _._....................... Created b Independent T 11969.2 10.050"Bertha Aluminum Storm Panel- HVHZ- Corrugated aluminum storm panels retained or not by tracks to provide hurricane I __....._.._......_..._...............__._____._.._...l.Drawing FNumber 17-100___._____........__.. protection' _._.._....,_._.._.._.........____..._..._._.,..._ _.___.._......__....__..__.._._,_....__......._.__ __.._...,..__._..__...._..__......._.._ Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL11969 R4 IT EASTERN METAL SUPPLY, INC DRAWING 17-100 0,050 BERTHA Approved for use outside HVHZ:Yes ALUMINUM STORM 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 10'-0"for+62,-73.3 p.s.f.ASD and for i Evaluation Reports mountings number 2, 6,7 and 8. See sheet 9 of Installation drawing for other FL11969 R4 AE EASTERN METAL SUPPLY. INC DRAWING 17-100 PRODUCT OF , spans and pressures, EVALUATION REPORT.PDF 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 a-mall 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 mall.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 45S,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: Credit Card Safe 3 of 3 07/11/2018 06:47 PM EG NERAL NOTES: I. sropm PANEL SHOWN ON THIS PRODUCT L'VALUA7101i DOCUMENT(RED.)HAS BEEN VERrIED FOR CGAIPLIANCE N1 ACCORDAIICF K77h NOTES. THE 2017 (6th EO)DON),OF THE F'L.ORIC A BUILDING CODE. &J)1.011MUM EMBEDMENT OF TAPCON, ELCO PAHEL.M47t'. Or TAP-GRIP AND GRETC-FLEX 5S'4 ANCHORS INTO CONCi4£7E BLOCK UNIT SHALL P.£ 1 114-,' 1 :J/8"FOR ZALIAC NAILRJ ANCHORS. DESIGN WIND LOADS SHALL 8E DE7ERL!N4ED AS PER SECTION 1620 OF RIE ABOVE .MENTIONED CODE, B.2 8 1dB£pDEO INTO THE CONCRETE BLpGK 0/17, NO£MINTO STUCCO B£DA+EN7' FOR A MND SPFFD AS REQUIRED HY THE.RIRISOICTION WHERE THESE SHUTTERS W/I,L BE INSTALLED AND ) 7/- CALX-JN ANCHORS SHALL BE ENTIRELY£ FOR A ITIR07IONALIIY FACTOR Kd-0.85. LIS1N0 ASCE 7«10 FOR MJSTALLATIONS UNDER 2017 FVC AND SHALL SHALL BE PERMITTED, 114-0-20 SCREWS USED SHALL BF 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST, AND P' Nor EXCErD THE MAXIMUO (A.S.D.) DESIGN PRESSURE. RAT11405 INDICATED ON SHEETS 9 1HRU 15. MIN1MU11 FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS.DETERMINED PER ASCE 7-•10 6.J) MINIMUM CMBrDMEI'4T OF 11410 x 314'ALL POINTS 501.10-SLI ANCHORS SIIAL L. BE 7/6'INTO THE CONCRETE DLOCK. SHALL 8E FIRST REDUCED TO A.S.D. DESIGN WIND LOADS Ry MULTIPLYING THEA! BY 0.6 IN ORDER TO NO EMBEDMENT INTO STUCCO S/TALL BE PERY177rD. 114••0-20 S.S. ANCHINE SCRLIA'USED SHALL BE 1 112.10140 TO COMPARE THFSC W1 AJAX. (A,") DESIGN PRFSSURL RATINGS 1140441E0 ON SHEETS 9 THRU 15. MINIMUM SHOULD STUCCO EXIST. AND I-MINIMUM FOR WALLS WITH NO STUCCO, N ORDER TO Vrnify THAT COMPONETJTS AND ANCI?ORS ON THIS PE.D.AS TESTED WERE NOT tY✓ER STRESSED,A 3JG INCREASE IN 5.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISN14G WALL,ANCHORS SHALL. BE ALLOWABLE .STRESS FOR WIND LOADS WAS NOT USED W D07?ANALYSIS,A DURATION TACTOR 00-1.60 WAS USED FOR LONG ENOUGH TO REACH ME AMIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES VrrOrICAT10N OF 1ASTENE'RS IN WOOD. IN 8.1)AND 9.2)ABOVE STORM PANEL'S AOEOUACY rOR IMPACT AND FATIGUF. RESISTANCE HAS B£CN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE (C)ANCHORS SHALL BE INSrAU.£D FOLLOWING ALL OF THE P.ECO14MEUDAIIONS AND SPECJ1'44PONS Or THE ANCHOR'S ABOVE MENTIONED CODE'AS PER AA!ERICAN TEST LAB REPORTS p 1022.01-96, IT 0221.01-01 AND L1 0616.02-05, PER ALANUFACTURER. PROTOCOLS TAS-201• rAS-202 AND TAS-20J. 2. All ALUMINUM SHEET OCTAL PANELS SHALL HAVE 5052-1132 OR J004-HJ4 ALLOY. 7. PANELS MAY ALSO BE INSTALLED HORIZONrAU.Y rOLLOMNO INSTALLATION DETAILS SHOWN ON SECTIONS t THRU 16 (SriE£7 3& 7 Or 15) EXCEPT THAT HEADERS Z 3& 4 SHALL NOT BE USED. J. AIL ALUAUNUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063.76 ALLOY& IE.MPER UNLESS OTHERWISE VOTED, 8, 17 SHALL BE THE RE.5PONSIRILItY OF Thr CONTRACTOR TO VERIFY THE SOUNDNESS Or DIF. STRUCTURE WHERE SHUTTER IS TO 8E 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ALS/SEN1E5 OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED t0 INSURE PROPER ANCHORAGE THIS SHUTTER SI!AU ONLY 8E'A'rrACIIETI TO CONCRETE; BLOCK OR WOOD ERAME 50018 W/50 kOJ YIELD STRENGTH AND 90 W TENSILE STRENGTH&SHALL COMPLY W1 FLORIDA BUILDING CODE SECTION BUILDINGS, 2411.3.3.4. 9. THE INS7ALL4770N CONIRACIOR IS 70 SEAL/CAULK ALL SHV77CR COMPONENT EOCES WHICH REMAIN IN CONTINUOUS CONTACY KITH $. SOUS t0 OC ASTM A-307 GALVANIZED STEEL OR Af5f 304 SERIES STAINLESS STEEL, WITH Jb kaT 14INIMUM WELO STRENGTH, THE.BUILDING TO PREVENT WINOIRAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENOTA to. STORM PANEL INSTALLA17ON SHALL COMPLY WITH SPECS INDICATED Ito Ttf1S DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS 6.ANCHORS TO WALL SHALL BE AS FOLtOWS(UNLESS 01HERMSE NOTED FROWDFO BY THE JURISDIC77ON WHCRE PERMIT IS APPLIED 70, (A) TO CXLS71NG POURED CONCREIC: IT. (a) 10f75 PRODUCT EVALUAT'ON DOCUMENT(PE.O,)PREPARED BY THIS ENGINEER 15 GEIIERIC AND DOES NOT PROVIDE INFORRATIDII f14'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.1f BUILDER: (REGULAR CR 4TO S.S) FOR A Sur SPECIFIC PRLAIE'CT,•i.e. IANERE THE S17F CONDI)TONS pLVt41f FROM THE P.F.D 114-0 CRETE-rLEX SS4 ANCHORS AS AfANUFACTURCD BY ELCO CONSTRUCTION PRODUCTS. 114"0 CF 'IAP-GRIP ANCHORS(BFRIHA STUD-CON), AS MANUFACTURED BY IRU-FAST CORPORATION, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INtiLUDINO LIFE SAFETY OF THIS PRODUCT BASED ON THIS AE.D. PR0V70£0 l(E/SHE DOES NOT DEAAFr FROAf THE CONDITIONS DETAILED ON J/t'0 Z4M40 NAttttl ANCHORS AS A!A+tUFAGTUAED BY f+OWER FriS7ENERS 1TJG 114"0 x 718'CALK-IN ANCHORS OR ELCO mole& tamale FANA.TMATE"AS MANUMCT4'RED THIS DDi.UMENi, CONSTRUCTION SAFETY AT SIT('IS THC CONTRACTORS RE'SPO/15t811lTY. BY POWER FASTENERS.INC.AND ELCO CONSTRUC17ON PRODUCTS,RESPEGTtVELY (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID!F MODIFIED. 114'0 x 314'ALL 1101HIS SOLID-5ET ANrHDRS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (a)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RFGISTERFD ENGINEER OR ARCHITECT WHICH WDLL NDtES: OMMINIMUM£AfBfDlffNT INTO POURED CONCRETE OF TAPCON ANCHORS OR CRETE.--FLEA' 5S4 l5 3 4;• BECOAJE THE CNOlNEER OF RECORD(r.O.R)FOR THE PROJrcr AND IW0 NICD 8E RESPONSIBLE FDR THE PROPER / USE Or THE P.F.,D. ENGINEER OF RECORD,ACTING AS A DELEGATED EIIGINCER TO 7HE"PED. ENGINEER, SHALL SU840T TO FOR ZAAfAC N41UN ATICHORS IS t J/8 FOR FICO PANELIA4TE ANCHORS IS 1 3141, 71115 LATTER THE Sf r SPECIFIC DRAWI0S FOR RIVIEIV AND FOR CF rAP-GRIP ANCHORS IS 1 114', (a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 7jR'PROJ'ES51011AI. ENGINEER OF RECORD A.2) 718"CALK-IN ANCHORS SHALL BE ENTIRELY EVBEODEO INTO THE POURED CONCRETE. NO EMBEDMENT POO STUCCO THAT PREPARED IT. SHALL BE PERMITTED. 114V-20 SCROtf'S USED SNAIL BE I 111'LONG MtNIVI At 51104ILD STUCCO EXIST, AND I- 12. SHUTTER MMUFACTUR£RS LABEL SHALL. 8E LOCAYED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCOROANCF. WIT" MINIMUM FOR WALLS WITH NO STUCCO. SCC770I4 1709.8,3 OF FLOINDA BUt.DING CODE. ONE LABEL SHALL ft PIACED FOR EVERY OPENING, LABEL!•VG TO COMPLY W1tH -A.3) ANNIMUIV EMBED4I£111 OF 11410 x 314'ALL Povirs SGLIO-rE'i ANCHORS S144LI. RE 718-IIJ70 BEE POURED CONCRETE. SECTION 1709.9.2 01°THE FLORDA OUR.DNIG CODE NL!EMBEDMENT 1NT0 STUCCO SHALL BF PERMITTED. 114"0-20 S.S. AfACNINE SCREW USED SItALL BE T 1/2-LONG MINIMUM SHOULD STUCCO EXIST• AND I"M11114104(FOR WALLS RIM NO STUCCO. A4)1N CASE BIAT PPECAST STONE, PRCCAS7 COHORCM PANELS. OR PAVERS O£FOUND ON Tur EXISTING BALL OR FI.ODR ANCHORS SH<LL OF LONG ENOUGH TO REACH THE MAIN STRUCLURE BF)OMG SUCN PANELS ANCHORAC,F SH4LL BE AS THIS DRAVYING SHALL ONLY BF USED TO INDICATED ON NOTES A J)&A2)ABOVEr1+J111'✓P°0OBTAIN PERMITS)N THE STATE OF FLORIDA �d�w` V tIL,. Y ik" "�' (BBL ) TO EXIS7140 CONCRETE OCK WALL: AIV « 114 0 1APCON ANCHORS AS AIANUFAc TURED BY LT.IV'. BUILDEK, (RE"GULAR OR 410 S.S.) �� A.I %�`} •;� *: 114"0 CRETE•-FLEX SS4 ANCHORS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. v� FLORIDA BUILDING CODE (High Velocity Hurricane ZL - 114'0 CF TRP-GRIP ANCHORS(BERTHA SIUD-CON). AS VANUFACTUREO BY IRU-FAST CORPORATION, � I y.A 4,,,,p : C2afT TtUI'Ca,rA�. D.O50 11 BERTHA ALUMINUM STORM PANEL Lc. - 114-0 ZAAfAC NAIL.R1 ANCfLORS AS MANUFACTURED BY POWER FASTENERS, INC " No. FI 1 h! - 114.0 .w 716-CALK-IN ANCHORS OR CLCD male& female 'PANELMATE"AS MANUM:7URED (2,25"DEEP) CRAx"r et BY P(*)Vf&'FASTENERS. INC,AND CLCD CONSTRUCTION PROOUGIS;RE9PECbVCt.1. :/4"0 , 314"ALL PD:N,*.9$OLEO-iE±<+ICHCRS AS DIS7PIB0TFp BY AL;POLVrS SCREIV, BOLI b SprC141Y COMPANY `�� J 'rt'-::',r 4 a /► EASTERN METAL SUPPLY, INC aT�;iar; ) 4;ce WFS7 Ra4CS P.R" fl�/�+}'y\\//+.+„ rIlOr i£STlkG C ENCS 6RlNCR CMPAN IYCtiT I�ALN 6fwf1�rl.J1FCT 77-1Di f ,A:[+'y.,/-•'•, y .i Y, CTI.xn;A¢;Y#L f!f 2A, hN'JI4`i lLLIj53J••SC'7. Ax:[�6'})Lg8�41h: J. FFA»�a i' 4'ktM1'3in rfr:CA3�Tt4r•.fJi .,..'�'�'iJ'' ELI./f:7f! ktv w Aa LAW NT /C-h MKIRM wn L�FAWfN�f WA::LR A. TI!lt1 1•' O,C. x as i!-s4. G,ftty S f:LAM+Lu 1;r j l4 LLT r wrl I OI 1 11 I it 11q.imm 1-12.00zl-rrmcmv A.-A-F t"to 147 7 10 ALUMINUM PA IA ALUMINUM HAV PANEL (4) 5"r-1/1*- (b "h. h UFA 6p 3' Max 'U' BUILD OUT V.141 J/J' T' j/#,.01 17 -1F .00j, V!,0 S,S.sr "N 11 too'- 1.24t*At-- & Wi5srellays. towr fir r. 4 OVAIL f Ns, UO lwlz;� J- ANGLE BUILD rgA 1 114" MAX. 8. 0. (2) REYES= 'T' ANGLE ZRA or I rgACK AN= 5CAlt:JA*- nALF VVI-" OW-7,A�l AU01 scut:JJs-.I- scqz,J,4..t. or" TRACKscar JAY,.V Sot r= 71e, f' J/,S. ,L, :Obm—,� 1 0, `` �"i, vit "'o, op,5 Ott., r At TOP ME It $4.MAO A 11111 1 T fOR l/d`o-;Osl -H 04 CEO �A) , AM WALL 1.75!0.632 ANCLE WO STUD 'v-q*(MAX DETAIL 1: sru;)wl Da cast voc 2hXKft PLAIFO WNrIVOT ANGLE WITH STUD CD V1 31-16-vx7!Xf4" LOW WALL AATE J- t-frw v 7—-" As?. N.. ........ 12A) ROUND HOLE AT PANEL 6 (OPTION TO 12) 6KE�Y*OLE'4W;S FLORIDA BUILDING CODr (High Veloetty,Hurricane 2 (-3 elan MUM WC. aow- arRmA ALUMINUM STORM T- PAML OPTION I Opriom (2.25"DEEP) PRAWN EASTERN METAL SUPPLY, INC 0'/"/ (12 ��e KEY HOLE AT PANEL rILUt TESTING&ZNGIAICCRING COMPANY W."r �J..1.14Cl 17-h COMPONENTS ttA 5dirrr IA an r:-Ara 1-g/oz, dO 57 TOP TRACY. (SEC CJM�011CNT5, SHFCT 7F or- COIJCRFFF ANCHORS (SFF SCHEDULE) 0 0 r —7-1...77 cl 2. -T A -4 ------ ANCHORS (SEE' SCHEDULE).--.....-- x�, '—BOTTOM rkA(,,K STORM PANEL TYPICAL ELEVATION (scr Com"ON174m. 511CCT /A or 151 ,4. c ep 1/4" Max. GAP--- 14" Max. GAP Tyr. FLORIDA BUILDING CODE (Hlgh Velocity-Hu Icons 2 02017 UTC0,//a 0.050"BERTHA ALUMINUM STORM PANEL 17 (2.25" DEEP) MAWN SECTION A—A EASTERN METAL SUPPLY, INC ...... IL ECO ","r5l,frAas cumi grILLIF WSTING&CIMNURWO COMPANr lsiSr PAW R[A.1t,P, -.I A.V.-M. 17-1, 'Ww mANVI-W2 y... jI.-Jr CG'00067r7 4A:.7/:A r,.L,r Jh Ac 9 CON. • rGrtLRETF A.:NOkS CONCRCfE AYCNOtrS' Xh'METC ANCf—1 65fr. 5CNCDtr.L') CONCRL7E ANCNORS (Crr sr'"Lou£; (See SCNCDULE; (s£r ScxrDUtE} r,t23 ' 1 -- _ 3 Conr. -' �:•,..._ r I^'"-'"' .SRO" .13C` ..� ---5w, 4� ..230' 1 .,......._.,... 21C M CL FCURCP « I POURED u { FOORCD ` POURED mi conCAM COAXAM L81rCRL7E W f RCOU(cayPt0^•� Rr4Ullt£D^-� I REUUIRCO•••-� REOUIRCD7 2 \ \ \ tan1. r u j SECSCNEpUtE FOX ; M; g n aCPANA SEPAPAT/0N j 10 GLASS '� SEC$CHEDULE' " I 1 a SEE SGrELULC rOR S ( Mrh, A4Mtn,SEFAWOtt { i r0 GLASS { TO GLASS SEC SCHEDULE FOR , fJ,rs'0-70..?104' 1 Min SEPARArtDN f3PLTS 7/8,r' rO CLASS Z JIN')YI,C NUT o f r/p•0-20 x.�•"A' u !.'t2RYN5TU6 t S } VOLTSW/ 0 J2'0.C. J/JT"WING;"ZrNUr� I POt+R��^ CAUYCRE'Tf F4URC0� o POURLp✓ .' Ce f• ? OR CONCRETE a Ort CONCRETE O CONCRM' ci =7 CONCRETE OR CONCRETE BLOCK tYAit '�+ OR COttLR£TC - OR CONGRSle BLOCK WAtt W R£OGt.RCB 1 BLOCK WALL W BOCK WALL W, rrtG' RCOUIRCD j Novi f� i I l REDUlRo ."P I •- .SUR' • 238,'2 -r ..t.Asp -20 Ak j. CONCRETE ANCHORS, T' CONCRL7C ANCHORSr C4NCRCtf AttCNORS 10 Cant, W,rtUr es rl` IGR5 (SEC SCHCOUL£) 6 Coal (SEE sCHCD:rL£) '"' (SCL SCXrOtttE) ...} 9 Cant. 09 WALL.MOUNTING INSTALLATION SECTION to ANCHOR gUILD OUT INSTALLATION BU14�OUT INSTALLA ION s�c�Ia.N 2 SCALL:3/R',+ f _ T $=m 3 COAL :J/D'• r` SECTION 4 CCA;£,yarr:pet,,�"), 1)1i tDGE Y E.0. - DISTANCE �PUURE'O+ Cr SCNfDUlf ON EEElyy y ORNCONCSHFE7S 70 S it, w OR 11 MAL r NSTVD iP� ,h l l,•E RIOCX H:VL CVEH!'STUD � •• REOUtXf.'D d .2'0.It t'1�} l., •,rC. �i stoTE'FOR COMBWA1JON or Sr:TIONS: FLORIDA BUILDING CODE (High Velocity Hurricane 2 }ccnr. WALL 410041-1=SECTIONS CAN Of caun TsrfCS),tnr. 0.050 BERTHA ALUMINUM STORM PANEL L.G COUBWrG Ir.Atv WAY TG SUtr ANY R67ALL POrt. _ (2.225""DEEP) s�crrolr Lt sruo - LL MOUNTING INSTALLATION r E/►-0i EASTERN METAL SUPPLY, INC SECTION s"Oa:i:3;8 iL F ys 1i bac. eae'r,nC7:WNI;f turf TttttT 1CSTING 4 EHp7NCCRING COMPANY ML'S,FA!u k,:AC't r,.d,7ef.J t;s,n•.r arm tt.r us,zs.V%'V s+wnita:'.rx:3ru Frr:•N£:(SL r1+,.id-f:3 i.TA.0{:Cr}5ne-i;93 17-h tk;nt.(S.+;Stt•,t71,c.:(J.lNrl•I;S! NOJ Rfmc Or r'ff'tON©S100 wop.arise COR CD-c7^Jb1:y 14:at1 M!!t.!rJ6tG lN.S!'.:LLs17LY. •• 1E C•l+,++r(fnPJ WALICR A. 'NO'Jr.PE •n "� ua tom.^' Mt1'�'�' s'n M•rys rLCRtPA Li:./ie t6/ aca rs.c.; crrtr!'r j Snfft .1 CALK-R:OR ALL PONT SOLD-SET OR ELCO motolfemold `ONCR87-ANCII,SRC C, G, C(OXRETC AA-HORS E U PW£LMArE OR CF TAF-t1RIP r 10 Conr• //4'0-20 S. 5.AurtfiNC (SEF SCHCDuI£) (sEL'SCetCDutt)\\\\ (st:C'SCH£Rutf) CO.vCRfiF,AAf,HDkS `\4`C""-`/"'. BOLT i/NU7 6'RASLI£R \r. ...„o.,,, (SE£SCHEDULE) C !T 4. 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S LtAGH1NC CONGRfTF MCNOR5�! f" D CAtx-w OR ALL POINT SCLID•SFT (5fC SCHEDULE) W/Ptl?&WASHER (5Cf 5CHCJULF) CONGREI£ANCHORS OR CLCD MaiMCI$ ""10 G°nt. C 12'0, G. (SLE SGHCDULt1 C, & PAACLMATE OR CF LAP-GRIP (SE£SCHEDUIC) BUILD OUT INSTAL _TION CE L/ ING & FLOOR MOUNTING CEILING A FLOOR MOUNTING WALL MOUNTING INSTALLATION — SECTION 3 ScaE,•T/B'- 1' INSTA 11ON — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 1£tF�>yrrr�.Ay� E;J/B' SCALC 1/8'^' 1' SCALE. 3/8' I' 14t1t T�' s.` ISLE. O SCHE'DtnE N ;t( SHEE'15 rG FLORIDA BUILDING CODE (High Velocity Hurricane 1 t:Ul£ FOR COMBIH4770N OF SF4'T7ON5 s2at7 ThF7CO3 0.050"AERtFtA ALUMINUM S70RAS PANEL L,o, HALL/FLGOR/CC710G FID'JNTANG 5£CaA'!S CAP!B£ • (2.25" DEV", :RAxrI r,011£UI•'£D W A.N'IMY TO ,SUIT ANY:WrWLAT104, EASTERN METAL SUPPLY, INC °'/2a' �Tl ECC?r»o. VVT 4269 WEST r,^.N r'FI1't TILL17 TCSVIVO &ENGIH£fRINO COMPANY W7Sr ALM aVC'!lam. 33491 17-1 [F55 tel!Cl.sea 1::.lmGu u.3,f JFK? firlC.i£.ti56ljS3J^F;5},PM-!64')!f$-4?40 fix-: 4`:!}fTi-tLt,^ m (-°=s3'•'1'rv'Jt E6-."C.7C7F4 -v,w ttwr+m ua Fus-s.qw un A^,<nY.YG j i4 r8r F} n'PIrE4A. .IJr.P.!'• r ce r:-a3 o:IC:+r rsF~ O4g2+L"�,{ Will F CA,LK-W OR ALL PONT SOLD-SET OR CALX W OR ALL PQ,*N1 SOLID-SET OR ELCO-altlk-lt RMIEWATE OR tLCO PAUrLM47C OR FLCO�cklfmdlc PAVELM4fE PLUS CONCREZ ANCHORS FICO PANC4XM7`C PLUS '0-20 SIOEWALK 800 OR (56E SCHEOULI-) r,D. CONCRETE ANCHORS 'P-10 Sf.CtWALK&017 OR 0 rRLTSSHrAD SOLT POURED{ 61,6111,14 (SEE SrHEDULC FOR SPACING) CONCRE7 114-er-20 rRUSSHEAD SIXJ 4 (SIE SCHEME EOR SPAC,,-.'C) J/JZ' PrOVIRED --T MUG✓NUT$0 t2'O.C. to _T I POURED U CONCRE it- W RZOUIRCO 2 Q POURED t POUREDCO&r--?47r CONCRETE PEOUIRrO 1-0 rX4Sm'C-' CLASS SEE SCHEDULE MR SEPARATIONw f SCHEDULE FOR SCE SCHEDULE FOR Q To CLASS Q SEC SCHEDULE FOR St '-6 Via. SFAARATIO SEPARATION P"". SEPARAVO v N CLASS TO CLASS IO CLASS w TO tN 114'0-20 x 1'S.S.H.S ria`0 is v W/ 71832K32 WYNG NUT x3 Y2 0. C, I w"NO NUT 10. C 718'o x 3132' WINO Nut 0---, 'TIR 0 2'O. C. POURCO POURED CONCRETE WYCRET. OR CONCRETE Ci - - OR CcrICRVE OR CONCRETE CONCRETE 14 BLOCK IVAU BLOCK 4ALL -i CantREWIRED SLOC)t WALL Psoulpt Q REQUIRED A-0CAWE LEG C ON,^RETE ANCHORS -a 0-tf SCHEDUIF) --L E.1 i I I I I . 1 East OF 6 .3?5' SLAP F CONCRETE ANCHORS _J75 19G I I 4i'.27,' Co!CR.17 C-t. RECUIRED E ANCHORS AF-UC46LE (s&c sairvuLE) (31111 SCHEDULE) GQ C-1, C04cpm ANCHORS Ea-4 Cont. (SEE SCHCOUT V WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTAL L LA TION CEILING & FLOOR MOUNTING SECTION 9 SECTION 10 SECTION 11 INSTALLATION SECTION 12 SCALE:J/6- I' Sc"LE 3/8*- J, SCALE:3/8'- j- J1*6" 14 C. D. FDOi 11"STMICE rVE SCHroux, ON FLORIDA BUILDING CODE (High Velocity Hurricane 2 SHMS 10& f I OF ) + + 4 C 20:7 111 YTCO.iu,' 0.050' BERTHA ALUMINUM STORM PANEL SIDE WALK BOLTS ARE.314*0-31327`1CK H54D h14CHMIC SCREI-1 5�11CAGTH. (2-25" DEEP) CRASS`:. AS r mn(�- EC"O."S _:._p'.'07f �7 T� _S A_2 (SAtZr 0712CI WAL41FLOORICUTA-C MOUNT)NO SEC710j,'S CAN Pr TRUSS H90'. TUECO,... EASTERN METAL SUPPLY, INC VAT�' COUSWEP IN A'&W-1'TO SLJ�ff=AfiYJNSTALLAT1c!J� HL4 C "Acm 1P SSW,Y.'LEttt iii AS PER NOFICS AL2 rA JY.2(SSErT 1) ....... FILLIr rESrJN0& ENGINEERING COMPANY WEST PALO:�&�Ch.FL j3107 VMS 4 ;a- (661)533-6051.FAX,(66,)fr6- 17-IC NA L . ...... WAI TER A TXLI,J, P E LoRw t4z j-rw 6"Er, CONCNETE ANCHORS (SEE SCHCOUCC) —C)-" &RICK ISCNiR PCNETRABON TO .MAX Aeu ------- CONCRETE BLOCK a-2*710 CONCRETE d FOUND 6 CONCRE'r. POURED REOVIFED 2 Com. COPICREIE, 2 C.W, -f"C-L 7 rXIS[INC,- CLASS 4 CLASS t SEE SCHEDULE FOR Ulm SCPARAVOM To CLASS P 'ZL� 'r6 Omss aro male USE '-PANrl"Arf TVAS ANCHORS EkISTIN'G Of?conc (SEE SCH", SPACIND), STEEL ANGLE UNTEL z IM4 kf&)Twzb ULF f04 C`�C'RET- .PRECIE BLOCK J AS APPUCASI-1 DkTAiL 21� 10-20 r 1'S's'0S. SEC SCHEDULE FOR FM;I. SZIFAFWVI� I TO GLA0-20 1-S.5-U.S. l:V 7118*a IWNG nor a 12*0. C. EXISPur &RICK Su CONCRETE ol?CONCRETE 2o x j/.*, BLOC<liAt-, 80475 W1 71alo, I K REOUIREDi CONCRM 3132'lVW6 NUT 0 OR CONCREIC LL c12*0.C. BLOCK WA Q 7/aMIN. • C; P 10 EVS71NO INCT'dAlfa-� CONCRETE ANCHORS • 70 cv;xpat BLOCK A$ e'APPLICABLE (SEE s 171 CONCRETE ANCHCRS -:J75' Ca't' (SEC SCHEDULE)-'t INTEMORLY RFMOVABLE'PANtl(D'v- ------_ SZEWALK SCXTS,4EE DET COT 2) Cc PTED 11"rl'-51a, "CT'_ 11-CLES "S'lZU0 AT REAR A' 718-0,31M-MIX NUT j SECTION I -VCRr Slorwluor P047. C-L WALL YOUNTLNG INSTALLATIONS s+oF ! 7-47 XTS T11-311 112, SECTIONS 14 L SCALE, J/6'- vfaXP` ORPCORNECDRECTIEOHROEEY P1NCEw,TF WS—ANCHORS INSTALLAWWS,-VALID FOR PANELSUSED JOINTLY GALL REOuvro (SEE SCHEDULE FORX 1, '- ­ 11 ��NWMH $EftaY REMOVABLE PANELSQ V -;4. BUILD OUT INSTALLATION E 0, EODECt51',lmcr FLORIDA BUILDING CODE (High Velocity Hurricone 2 �scl SCTITI -- - I N SECTION 44161 1. of 02077 MTECO. ff�, 0.050" BERTHA AtUldlNUM STORY PANEL L.C. SCALE 3/8'= F* (2.25" DEEP) EGTA TIC PON OF SrC.T`ONS EASTERN METAL SUPPLY, INC Cvr /7rj Ll E ,j�Cq,, I vow.17INC SECTIONS CAV EC 4i&F pisr SCADS DR4!:' -fl J3407 COVB,'fX0 IN A,%,Y i','4Y TO SUIT ANY 015)'ALLA,1041 TILLIr TZS71NG ENGINEERING COMPANY TS)PAW 42-000671P WALTER A, FILER&.Rr. Flopo,uc.t 4.167 SHEET 6 1 7/4"May. GAP 1/4" Vox. GAP SECTION B-B SCALE : ;/E" = I @7 ,5;6, 15,A/6, (WHOLE) (WHOLES) { ,7 i BUT NOTCHED I 114"-20x I"S.S. j EA CORNER 0 1 SIDEWALK BOLTS. ! SHOWN, AS SEE DETAILS 2/7, / 2/15. (WHOLE) f B INTERIORLY REMOVABLE PANELlOVt/ SIDEt9ALK BOLTS (SEE DETA217. 2114) ILS "7 ! 518-0 HOLES ATN©TEED 6 OO.0FASTENED AT REAR RU N ry -- ----- --- IN.' NUT 0 EVERY SDEVI LKjHOLT, I5. 0RO9 OR 10 I f 1486, 14A/6, 15,168/7 ,5,1 6A/7 ; —3'------ CONCP.ErE ANCHORS (SEE SCHEDULE) -3"i Mox. MO.,. 1 Min. I Min. INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y I f I71,v:rtrAr,fes,.,.. SCALE: 7/8'= 1" :r � A. IE 4ys FLORIDA BUILDING CODE (High Velocity Hurricone 2 1 f r'✓ 3, 02017 TILTECO•Mr. 0.050" BERTHA ALUMINUM STORM PANEL L.c DEEP) °zrvr,: EASTERN METAL SUPPLY INC ` IL EC0 , .. t DA 4" 42l:e-sr ROANS.^,4�- TILUT TESTING ! ENGINEERING COMPANY •` "h' 6!7,T.v v.]E!n Sc,5:r,tu,.•.r.�:A d5:,(T=rt.UIEE t1E57 PALM 9FACH,rt...3s07 . T'A�JrS•••�-•v•l�`• cncr,.l4tsi.•�l-: ra:(-7;-')r-rJJ: Prr.VL:(557)53.7-E067.:AY:ISEI)�o'9._E7B0 17-1, '�� f5-Cyi67TS p-y.�y c.x rn.n f4ANs'.: Nz.LTE4 A, TILJr,p,£. av Nwl�l SHCCT 9 a,r,.,F.,•.' 2naqu Lac. 4416: nIc I` ; POURED CON(,'R%7E CUT PANEL OR CONCRETE SLOCX l L REGUIRED MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f. AND x.093"3105 H-1<OR �—� 60TH-TE ALLOY 12 A'um.A1.'GLE� 1'Min. 7R7N ANCHORS Q 12"f.. C. CON GRE E AEJcwok£ ' CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHED ULE 1.0x' 1 — '�I HALF PANEL y 1/1'CAP 1.0 GO' I 2'r 4',.125" . 2500' MAVULIM A.S.O. APPLf-48/f TO 3705-H14 OR 6063-T6 ALLOY Mur. Mor. PANEL LENGTH 0£S27J M/NLUUM SEPARATION SECT/ONS d k' Cont.Num.ANGLE PRESSURE RAnh'G C SECTIONS) TO CLASS ANY COUBWARON OR CO RETE c7E. (".Ll (SCF SECIlONS) OF THEM CASE A (Plan) \/�\ OR CONCRETE BLOCK +65.0, -77.0 8'-0'OR LESS 2 r/4" I THPU 8 �/J WALL RL�IJIREU SCALE: 114" = 1" +65.0, -77.0 9'-0-OR LESS .3 11116" 1 THRU 8 CASE D (Plan) +65.0. -72.0 9'-O"OR LESS 3 112" 11 STALE• r14' 7 *62.0, -73.3 10'-0"OR LESS 3 718` 2. 6, 7& 8 +63.5, -63.5 9'-0'OR LESS 3 112" 9, 14, 10 U - �� +65.0, -65.0 9'-0"OR LESS 3 112" L2, 15, 16 n ACES +63.5, -63.5 9'-O"OR LESS 3 314" r3 3'Nox. POUR. CONCRETE OR CONCRETE BLOCY6 OR ,4 FOUREO CONCRETE WALL R£OU/P.EO OR COACRETE BLCCJ7—\ nn BALL REOUIRCO \ 7.500 Alin,- -2A lin, Ak`!. 0 12'0. ANCHORS — 1.507( POURED CONCRETE BLOCK© tY O. C. 2.500' (R£Ob q ���. Min. .�0.4 COtaGP.£T£61fk:X WALL R01,IR£O o — � 90'<L < 1J5' >. u �r � 1.000' .�.- .._-- ..2'Mor,I h +f �! ~✓ X�•�� �N tERh'AT[!EG LOGNOEI OUT UL7ft ANCE �^ �2'r 2"r.055"TO 1 \ 9 OR .7 I OR 0.R�L�' 2"x 5-r.055'Con;. �'J Al—ANGLE OR .0803105ERI54 SHEi' A,mBENT PLATE 1/4'a BOCT 4x 4'x 072' ®24"O. '`' 4 OR 60TH--76 ALLOY WfjACKNUr Ccnt.r.AfuNum.ANLL- ' 1 CASE B (Plan CASE C (Elan11 CASE D (Plan) SCALE: 114" i" SCALE: 1/4" 1- .4E: 114" r" jJPS6l/f/.r/�,- END CLOSURES DETAILS 1f Ego tit •,. ..... %�� f tS cr FLORIDA BUILDING CODE (High VelOCily Hurricane 1 a2017 Turco, 'Nc. 0.050" BERTHA ALUMINUM STORM PANEL Lc. Y � (2.25" DEEP) DRAWN IB. EC® ono EASTERN METAL SUPPLY, INC °'2r T/LL1T TCSTING& CNGINCCRING COMPANY 4268 AES'RCaOS DRA RTSI PALM EFA'µtC JJ407 .�C••'•.•L' 4!:s,:n ee:n s� no..r's,u:xc:Y:u cae[[hs.n pes r-roNe:(serJsJJ-6o61.:As:{s6:Js6s-dJBo 17-71 71 't,' TF7 A. ML r Jr.PC 2 -- - 0Rcy1 ix IF 41167 IS-uD V/4u m SHEET 9 AIA Al/ A.S.D. nESIGN PRESSURE RATING (p s t, AND CORRESPONDING MAXIMUM ANCHOR SPAMW SCHEDULE FOR WSTAUATIOM IN CONCRETF AND CONCREM BLOCK STRUCTURES 450. 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NIA NIA .(BOTMV) 7ASLAC 7 5 wuuG, 12' N/A NAA NJA 10' NAA 12' NfA NZA NAA 17' NIA 1t` N/A NAA N/A NAA NIA 5(708), OF TAP-CRIT,PANEAM,t7r OR PANELAWC PLUS. 12' 4' NIA NAA 10" T tI1' 1?" 7- NIA NIA 12' 6' t1` B' 7?' 7 i/2' N/A NIA 5(D0r7L[M) CALK-IN 8 1/7` N/A 12' k1A 3 1/2' MIA T 112' NIA N/A N/A 8 112' NfA 17 1/1' N/A 1t" MIA 9 112' NIA 6(TOP) SOJII-SET 8 112' MIA 12' NIA 5 1/2' NIA 7 112' NIA 10 IIP" NIA 8 112" NAA it IA- NIA 17' N/A 9 I12' NIA 6 WT701) CRETE FLEX SS4 +63,5, -635 7 1/2' N/A T1 112' NIA S' NAA 7" NJA 10 112' NIA 7' NAA 70 If2` IIIA 1p' NIA 6 1/2' NIA 7(r0IMRO.) 9'-0"OR LESS REGULAR&470.55[ARGON IN©LOCK IIIA NIA IIIA NAA RIA t!/A 12' 7' 12' f2" 12' 6' 6' S. 77, 12" N/A NIA 8(TOP/HOTIOM) • REGULAR&410.SS TAFCOIJ lN CONCREiF T2' NAA 12' IIIA 1f1A NIA 12' N/A MIA NIA NIA NAA f2' MIA 12' NAA 12` NIA 9(7OF) 12- s' N2' 10- NIA NIA Is" 9' IIIA NIA N/A NIA 12" 8' 12` 7 tI2" 12' 6" 9(80770)1) NIA NIA NIA N7 A IIIA NAA 12' 6' 12- t2" NIA MIA 12' 8' 12' 6" 111A 1I1A 11 OP(OYTOM 12- �1. 12' 10' 141A NAA 12' 9' NIA N/A tt/A NIA 12` 8` 12' 7 1/2' 12' 6' t0(801701) NAA I%A NAA NIA N/A NIA N/A N/A NAA IIIA NAA NIA 12' 9" 1t1 NIA NIA 7!/A 1J(708) NAA NIA NAA NAA N/A NAA NIA NIA WA IVA IIIA N/A 12' 8' NAA N/A NAA NAA 13(03770.) 12' NfA 12" VIA IIIA NfA 72" NAA NIA 141A NIA MIA 12' HAA 12' N/A 12' NIA 74(TCP) 72' 4" 12' 10' IVA NIA 12' 9' NIA IIIA NAA MIA I?` B 12` 7 112' 12" C. I4A e5Orl01) 12" NAA 12' 7' NIA NAA 12" 6 112' NAA NAA NIA NIA 12' 6' 72` 5 l,1- 4- 148(BOTi OAT) it I/V MIA 12' NIA N/A RIA t2" AIA NIR NIA NAA NIA 12' NIA 72' IIIA 72' NAA 12(70p) B 1/2' NIA 12' IIIA 1414 N/A 7 1/2 1e1 t0 11?" NIA NAA NAA I1 )12' t/A ti` NIA 9 112 NIR 12(817T7t7M) 11 1/7` NIA 72' NfA NIA IIIA 1?' NIA VIA N/A h1A N/A 12' NIA 11" N/A I2' NIA f5('7OP) 8 t/Y NAA t2' NIA NfA NIA 7 1/2 NIA IVA NIA NIA NXA It I12' NIA 71' NIA 9 1/2' NAA t5,.(&0770..) NAA NVA NIA N/A MIA IIIA NIA N/A NVA NIA NIA NAA 1. NAA 3' AIA J. NIA 158(sllTTCM) ,I 1/2' N A 12' tvA NAA TVA 12' IIIA NAA NIA NIA NIA 12' NIA 12` N/A 12' 11/A 16(TOP) 8 712' MIA 12' N/A N/A N/A 7 1/2" NIA NIA NIA IVA NIA 77 1/2' NIA 11" N/A 9 112' N/A ICA(801701) 3'„ NfA NIA NIA N/A IIIA i, NIA NIA NIA N/A I./A 4- NIA 4- MIA 4' NAA 168(807701} 6" NfA NIA NAA I. NIA 6" (IAA VIA NAA 6` IIIA 6' NIA I41A N/A NIA N/A 2(IOP) 6' 4- N/A NIA 6' E" 6" 6" NIA NIA e- S" 6- G' NAA MIA NAA NIA 2(BOTTOM) +65.0, -650 6' NIA N%A NIR 4 1I2' N/A 6` N/A NAA rlfA 6' j 111A 5 1/?- NfA NAA NIA NIA MIA F.(MR) 9'-0't0 70•-0' " 6" NIA NIA NIA 4 7/2' 141A 6" WA 9 1/2` NIA 6' NIA 5 112' 1%A NIA N%A NJA N1A 6(e37r0M) 6' NIA NIA WA 4' IIIA 6' N/' 9 112' N/A C. N/A 4 I/?' N/A tt/A NIA N/A MIA 7(70PAMTTOM) NAA IIIA IVA .NfA N/A IIIA 6` 6" 72' !7` 6" 5" 6- S' N%A NIA NIA I,%A 8(WR/60MR) g I s gr'pyy, •MAXIMUM ANCHOR SPACINGS ARC YALJD FOR 3 71$"CDGE DISTANCE.FCR F. 0.1!SSS THAN 3 f13: REDUCE ANCHOR SPACINGRY MULTIPLCNO SPACING SHORN ON SCHENULL`BY THE FOUOWlVG FACTORS '� LIMITED TO .5'-4* s W/7167....... 4✓�•a, (NOTE.-Min.L U "K-4V.FOR X—rN ANCHORS IS 2 If2. y I, y FOR nils OFErMON TO RE POSIBLE,REDUCED SPACING OSrAWYED US'N'C FA.CW 5,Wl,NDI SE .' �� d sd(i'� c FLORIDA BUILDING CODE (High Velocity Hurricane 2 LESS n"1:N�MUN SPAClNC IND.M4,"ro FOR EACH HO.4 TVA_A7 CH A, ANCHORS LfOc?4D. 02017 74TFC0,r.: 0.O50' BERTHA ALUMINUM STORM PANEL L.C, FACTOR i .. 567 4 AC711AS£.A RE011LAR -7CON,3 7AtIF.L'XY".V; ORcTF-REX S54 d• Z f (Z.?J�" DEEP Of,AM:v CALK-1N 50Lt0-Sf'f CF 7a'-BRI, 410 S.S. TAPCON FANELMAIE O.R PA.,Eit/7E PLUS. el 75 .7e oD ; r �LTE_C-0 ,H� EASTERN META. SUPPLY, INC QATE, 3 �^ 42Ce N_'$r RCN_=,JJ 2 1/7' - ,7] .EO - .BC ��q `;/ 1 ly'• TILL? 7FS7JNC& ENGINEERING COMPANY N?Si PAM MACH,11,374Q7 V j°ai�; ©TMs Nr_eni S S:t.A.1`rau 6w:�r1.s.n sJees £HONE'(.`61)5:3-69567, kAA(561)585-4780 17-1( �' "(.^ 8.14...!J."1�91! 131.:fc. (JPa.9Jf.11J! .-.._ LSa.� •� 1719 E R AZU7 0mr 1 m.» r4xrsmw aR rr.w IASMIIM uR C'AAH'L v t tf`I' O,.TS - � _ - - ✓V31'l y`4.3 N'.at,T3 P O:I3 16-d: oa/;hl s 44f6i SHEET tfi. _ .-....';.._-..-.__.._ -4JJ'O,D. .634'LONG DPA_CS f/ 0 tAG SCk£HS DUSHING rl/114'0-20 x __._. a C 6.0 C K/ 7 1,/2'6'O.C. iV1 7 1/2' 2`S .S S. 4S 5 0 12"O.C. THREADED P£NE"I'RAY10,•t fI Al., FOR SP ANS UP TO 5'-4'AND to EXTSTttlG K'ODD HL;ADER. t' ThREAAEO FENCTRAY70H r9 6'O.C. FOR SPA1:S UP TO EwSTIN'C KOOD HAD£R. I((( T 114'P lAG SC.4L.VS 0-20 ri'CO f14' 0-20 PAN MATE 0 IZ-D.C. V IV P $ I• __ ,.!;_ r..... rHREADEO PMETRATON 10 ' 7/6'Aen. PENETRAn2 £Y1ST/NC Iva),IIE40M t'OR SPAN UP TO 9•-0• T" o/4'rt-20 S. S.DOLTS G, - 12 0. C. II/NUT d KAStt£R I L( 1.� :-'.�. a {� =... Con:, � }•' 0 1� ?' i WOOD HEADER WOOD H&:DER 1 n^LOUIRF.D -. ProuwEA 5'£c SG11bILf AWTi_/A �d I$VOD HLtVER G F0 c�4 ti SIS Entri on as • + ! Ccrt. RE&PRED j ly 7Q GZASS v KGOD HEADER ttI z SEE SCHEDULE w R£OUIRED 1 -„O1 w FOR AG, yr s£P ALTERNATIVE' S y wAnON TO GI.-ss SEE SCtr£DULE FOR ALTERNATIVE 1 w Afts£PARAnD:! _ TO CLASS ALTERNATIVE 7 1 .0, I •N1:G NUT G ! o' p F, ' 12'ac IV .9 MlGImni OF PLA1E o i 4 Cont. 114-9-20 S.S. T 'I,1`zs S, BOZFS 4-7.T”O.D, G34'L0110 Eri/SS WOOD'S7UD 7/8'0 x J/,:2" ! DUSh'V!C IV/T/f o-2O mr.^.NUF 2'S. S. S. Al, 0 1Y O,C. O 24"O.C. PLATE COnI. 0 12'O.C. f70D - FOR SPANS UP]O x'-?' RLOU1n^ED AND G 6'O.G FORJSPANs UP 2",4-PLAt 1 f4'd LAG$CRESS'S � REQUIRED 70 9`-O'Mcx. QR 1/4 REDUWCD '1014 C. O.C. W/1 1/2• •%+'d uc seREnS d-zO ELuro m0;c/'emote 7 Min. THREADED PENE7RA7,10N C 6O.C. W/1 1,12- PANELA54TE 0 12"Q.C. a/ O NID:Y,D711 OF PLATE. '�- Min. THREADED PENc••TP.4MV 1 7/B'Min.PENETRAWY n A:ID;%Dnr OF PLATE. FOR SPAt.'S UP TO 91-01 ALTERNATIVE 2 ALTERNATIVE & „xx,r ALTERNATIVE-`05° WALL MOUNTING INSTALLATIONS q`ti ;lC=kFr" •.•• :G GtA55 SECTIONS A Il'-0-20 S.S, NGT£FOR COUBINAWON OF SECTIONS: WING xY3/J2' MAIL A.'OUNTING SECTION$ CAN?E COU81NEn ~ �•' !�'%���/ :. Wl,\';rrUT 1 IN ANY t'r'AY To Suri ANY It.'STALLATiOV. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS uj • -`' Ia 6 cant. FLORIDA BUILDING CODE (High Velocity Hurricane 2 1 i � kOTES: 07017 uT£E1.ar. 0,050' BERTHA &UMINUM STORK! PANEL 1.7, ursTAL ATrD1d5 ARE pnzY vAtrD FOR A.s.p, nEsrGN PRESSURE aAnNc -'1,/4'0 LAG SCRFK:> UP TO -65.0, -72.0 pst A4.O FANEL'S LENGTHS OF TO S'-0. IYCEPf AS NOTED. (2.25"'nEEP) DOAK^J, 4-;&ATE, 0 S'O.C, 407 1 1/z' R£AU;REO A.Aa, DiRGD£D PyN'£L4AfrWr ? AVOD TRUSSES OR RAFTCR O 24'C.G REOU.RfD nvcD rRUSSCS OR RAfTF•4 _ 024 O.C. R£OU1REP --`--'-- -- --YT _EO -FO pp•.._.. < /17 1/ /1 x d'x 7110' l f}f�' 1/4•o x 3/a" W" (6063-T5) ! i ..,•,1'x S'x 1/6' 1TW BUILDFX- A(am. TUBE W/ 4411, (6063-T5) TeX SCREI55 ' (3)s/t6'0 x 4" .J I Al... TUBE W/ 0 6"OO LAG SCRf1Y5 70 (3)5116•a x a- 8 EACH JOISL rJ4 c W1COFA'314' ,SUI SCREWS 10 Conr. NIY BwLOCATE SCREW TrK -- EACH J0457. AT M7DW70Jt(OF 0 650.0. k 4 ConLLI OCATE SCREW SEE SCHEDULE i EXISTING W000 AT MING O Of FOREPA Im.TIC MEMBER(2'Arin. ' 404 E R WOOD S70 ASS lM11111 W;OTH) dfFMBER(2"Min. � 'ASS ! W/2 f/2'A6n. SEE SC1+f000E f NOMINAL WJD77l) 1 TNRFADED F'(LR Afm. j W/2 1/2'Mm - PFNETRA77OI1. SLPAfiATTON THRFADED , _ ro GLAss �� P 47RAWN. ALTERNATIVE 1 L7 ALTERNATIVE 9A -0 114-6-20 -.0 718-0 S/4-Bx TS W% T 1 a a-.20 55. ( lJ 7/Bb x 9/32• WING NUT 017 WING NUT O It I 2'x 6' ' / OGTS W/ . LV£RY STUD 12"a C. ,r MG x 3132' I A 12'O. C. 2"x b' - NC70D DFCi! f ! If%NG 1JU7 R'00D OECX REOU[PED / CortL! 0 12'C.C. (�._� REOUtRiD I No FINISH L - I F/d"0 x J112. Cont. (ND f1N/SH 7 ALLOWED) o 1 — 1 : 'r- !ALLDwo) Cont. ti' _ i 4 1 0 ��t" •� £vERY STUD 0 T.125' o - r»" to / •"" %+ 12'Q C i � W ep77t 114-c LAC ! . SCREWS 0 6 9. C. WJ ti_ted cw t. �' �� -- - ,.�• 1 1 112"M;n. THREADED ", I ;� (� r 4'c uG � ..,-'��I"""�--T.- .—.--.••1 E 0� ;Z'x 4"P1ATE•, PENFTRATAA'C MO:Y:O77i •�1. RFOUtfiiD 2'x 4'PLA CRFi15 d 6'0. C. t4/ i/a C tAG SCREWS / '. { ' Of PLATE• REOUIREG 1 1/2'M;n. THREADED ,f/4d GAC S,.REVtS 0 4"a.c. W/ ' 1/2 M)n. PENETRATION B ANDWIDT14 O 4'ox. W1 t f/2 Min. THREADED PEN£TRA770M OF PLATE THREADED P£t:ETRA770N —•--'t-- I ALTERNATIVE 12 ALTERNATIVE 14 ALTERNATIVE 9 ALTERNATIVE 11 VALID FOP Max. -(-53.5, —53.5 psf. CEILING & FLOOR MOUNTING INSTALLATIONS WALL MOUNTING INSTALLATION $CAI F 1/4'- 1' SCA[E: 114^n 1" NOTE FOR COMB[NAPON OF SECRONS: WALL/IVED IN ANY W MTOSU7 SECTIONS G:AN U. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS COtdB1N,LD!N ANY WAY TO SUIT ANY 1N5TALLAR0t1. NOFLORIDA BUILDING CODE (High Velocity Hurricane Zx TES: s '"., $ C2017 PECO, W" 0.050"BERTHA ALUMINUM STORAf PANEL G.c• 1• INSTALLATIONS ARE ONLY MUD FOR AS.A OMSAI PRESSURE RATRJG „°, No.44187 8c+( UP TO 4.65.0. -72.0 psf AND PANEL'S LENGTHS UP TO 3•-0' EXCEPT tS NOTELI, - (2.26' DEEP) O.¢<wrG B 2. FOR NEW WOOD (7L:4fE CONSTRUCTION: .'11000 MEMPERS TC BE SOUTHERNEASTERN METAL SUPPLY, INC C•. POW'tic. 2, Wf SPECJnC DENSITY OF 95 OR ECUAt •`'meq �s '_/'' F `° •' �" I C' 4260 NEST R41<05 ORNE • 71W.r TESTING& ENGINEERING COMPANY WEST PALU SVC?•n2 JJ4f+T 17-TO' 4.r y i 8.`55 Nx.13Ht Se Sn.JOA f?C^.'x 4tQ1'4vS N yi6! (Al PHOT`-^f`61}5113^6061,fAa:•(551).-M-4JBG �„• '"^•,""..• r;`�.;x' fA-ODGGTI.9 xa.o xssxmxr :.tt mw o+tt ORAWv`rGr ll apq� .e7ARA. 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( ^STEEL ANGLE CMTEL ( )}'DOD HFAG& C REOURED WOOD HEADER �� AS APPLICABLE -D ' ( o` S££SCH-IDLE EiJR w { SEF.SCHEDULE MTn,sCFAPATIOH {( t SEE SCHEDULE { '� SEPAR477ON TO CLASS ( {�__„_...—SEC sCHnava MR M+n......,,_,,,- i � f7rX!Al. ? o {( SEPARATION TO GLA55 i o SEPARATION D GLT IO { TO GLASS ALTERNATIVE I5 i( W D£TAL 3/rs .t_._.. w _ 1 1 LL--�xtsS e �• n {1 0 GLASSrIG S. ( 1/4'0-20 S. Y 1 1 4 BOLTS FV/ 7 4b-20 S.S.k 7f8 u Jj32•i 1 BO,AS W/ 6 { "INC G nur I x716-0 Cont a x 3/33• t •O. MAAG NUr .-.._ IMC NUT a r2• 0 12 STUD _ ~oma`-, f BR7CN S,YL a r2'o.c, CA3� ;r'"t t• cont; { 10 WAD-_ - -_ t'O�'_ '.JTS- ALTERNAT£LEG CAnf�,,, ( :'} ( .,; "[ Ep. I LCCAnON�7.125 L i 111 '. { ; _. _-- 6' -�/ EJ9S71M+' E r 4 fi LAG SCREi}5 C 6• CO r,,,.' '� -.373 \. _ ', rftAvshs As , - i O,C. Wj t 7/z•Mur. r r i/E'G n. _ S x PtL tS4 E ( THREADED PE EM17ON 9 7 4 o LAC SCREWS \ ----- PENCTRATTON {k ' T'r 1"PIAT GTDWDIN Or PUITE q 6'(. C t'i/t T7jJ2' RCOUtRED } Min. P£7r£/RAnON O MI097DTH OF PLAT. ?'x 6= ,,, 11410 LAG SCREW } --or 3300"--__, I r ••, °. 2'REOUiR£D 1AIMOStY RE ABLE PANCLOt t WOOD DECK P 4-OC. wj 7 If2'M;n. = ......` I __..,_..-a__....___ '� S1GY'WALK BOLTS EE DETAIL (NO IRCDnull THREADED PENE7RAiTpt! CGNH iED 10 t7 TI;RU 5/f ALLOWED) r ALTERNATIVE 18A ALLOWED) 2"x d'STUDS ----It - �Conl. J * —..--r----...- HOLE5 AT(t t)Q FASTEN. ALTERNATIVE I E7 * LF t6 O.C. MAI.R£0'D / J AT REAR W 7f8Cx3132•MANG RS EXJST7NG AfA& I12"PLY)*OD ''-EXISTLNG f D L?EVERY SIGEIVIK BO. 1 REO'D(T7?)i}/rA5TENANG BRX'K SILL itf'+1*.t_2D x 34 ALTERNATIVE 1817$ 7/410x6•EX0 mate AWELMATE�! TD STUDS AS PER BOLTS i}' 715'. CEILING & FLOOR ry'"�110 Pl yS°4 1/2'O.C. TO 'SECTION 2409 D! C J,7?_ ,Dr Exrrnrrc acn:cDD SOUTH FL.BLnLmNc CODE0. C. WALL MOUNTING INSTALLATIONS MOUNTING INSTALLATIONS ALTERNATIVE.` 1 18 * (/AL1D FOR blax. +63.5, -63.5 psl. SCALE: 714'- 1' * VAUD FOR iaax, t6J.5, -63.5 psf. SCAL-F r 114•= r A.S.D. DESIGN PRESSURE RATING. A.S.D. DESIGN PRESSURE RATING. BUILD—OUT INSTALLATIDN INSTALLATIONS VALID FDR PANELS } USED JOINTLY LIOTE FOR COV81NATTON Or SECRONS: SCALE: I/4•= 1- WITH INTERIORLY REMOVABLE PANELS(l) IVALLITLOOP.fCEILING MOUNTING SECTIONS CAR B£ COLf9iNED IN AAN WAY TO SUIT ANY INSTALLATION, INSTALLATION DETAILS ON EXILSJ7.7fNG-WOOD BUILDINGS q�n�e � 1� °Eft} °%iw" • FLORIDA BUILDING CODE (High Velocity Hurricane Z, NOTES: .2077 NLIMa WC, 0.050" BERTHA ALUl.INLAU STORM PANEL L.c. t. MiSTALLAR014S ARE ONLY VALID FOR A.S.D. O£S10N PRESSURE PJTINN; 4 (2.25"DEEP) UP TO +55.0, -32.0 psf AND PANEL'S LENGTHS UP TO 9'-0' EXCEPT AS NOTED. 'r .� 07/2sft, EASTERN METAL SUPPLY, INC v'ATi. 2. FOR NEW WOW rRAMF COMSTP.UCT10Nr r'OOD MP-fB£RS TO BC SOUITa£R.v m���''^,1/,�, f�tt �„:� MECO 1 w G• - 426:WEST ROADS CWAT SPECIFIC DENSITY OF 0.55 OR EQUAL. Tutt TESTING&ENGINEERING CDUPANY WEST aALM dL7GH, rt.J7ae77 ell$, •rn s t t r*r`v.sae,e .xatca 17-10, +'+ane:7303}x sta.fe is 16 t-:SSI Yh?YE{36 i)yJt-A06F,EAX.'(38 t}36tr-4760 tAw nSEf4asoma. un m.x, ar-sorrsr, RTAWYrS t {'`YL4EleI 8•• _ WA TFR A.IRL7 44 E F(ORt..i tic.f t9T 01. 110 EC® ;.C\- TILLIT TESTING& ENGINEERING COMPANY WAIATiR A.TILLIT,JR.,RE tilteco(a)aul.com rt.er i.c< "u,,.as1ra n.F.H.U.—N",(0)(01 1) PRODUCT EVALUATION REPORT REPORT NO.: 17-0726.05 DATE: July 26,2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.050"Bertha Aluminum Storm Panel(2.25"Deep) MANUFACTURER: Eastern Metal Supply,Inc. 4268 Westroads Drive West Palm Beach,Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A.Tillit,Jr.,P.E.(System ID#1906) to the Eastern Metal Supply,Inc,Rule Chapter No.61G20-3,Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code,and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2-1.PRODUCT EVALUATION DOCUMENT(P.E.D.): Drawing No. 17-100 (Revises Drawing # 15-049), titled "0.050" BERTHA ALUMINUM STORM PANEL(2.25 DEEP)", sheets 1, 1A thru 15 of 15 prepared by Tilteco,Inc.;signed and sealed by Walter A.Tillit,Jr.,P.Es;da(6if°Q.�/26J17.This drawing is an integral part of this Evaluation Report. t,t°,°; s`I'� 33 rl./*' 6355 N.W.361h Street,Suite 305,Miami,Florida 33166-Phone:(305)871-1530-Fax:(305)871-1531 PRODUCT EVALUATION REPORT NO.17-0726.05 2 2.2.TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201 and TAS 203 as per section 1626 of the Florida Building Code. Uniform static loads as per section 1626, per Protocol TAS 202. Test reports prepared by American Testing Lab of South Reports No. 1022.01-96, dated November 8, 1996, signed and sealed by William R. Mehner, P.E., Report No. 0221.01-01, dated May 02, 2001, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E., Report No. 0616.02-05, dated September 14, 2005, signed and sealed by William R.Mehner, P.E.and Henry Hattem,P.E. Tensile test reports No. 1CM-384 dated March 26, 2001signed and sealed by Robert Kelley, P.E_ and Report No. 51M-927 by QC Metallurgical, Inc., dated September 20,2005,signed and sealed by Frank Grate,P.E. 2.3.STRUCTURAL ENGINEERING CALCULATIONS: On 0.050" Bertha Aluminum Storm Panel (2.25" Deep) for maximum anchor spacing vs.design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 09/07/05 and 03/24/15, signed and sealed by Walter A.Tillit,Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code,as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2.25" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 9 of 15 of Product Evaluation Document(P.E.D.), drawing No. 17-100. Maximum Anchor Spacing shall be as indicated on sheets 10 and 11 of 15, of Product Evaluation Document(P.E.D.),drawing No.17-100. 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 2,thru 9 and 12 thru 15,of Product Evaluation Document(P.E.D.),drawing No. 17-100. Minimum separation to glass shall be as indicated on sheet 9 of 15 of Product Evaluation Document(P.E.D.),drawing No.17-100. '��d�rasesro>, PRODUCT EVALUATION REPORT NO.17-0726.05 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 1A of 15, of Product Evaluation Document(P.E.D.), drawing No. 17- 100. Anchor specifications shall be as indicated on sheets 1 and 10 thru 15 of 15, of Product Evaluation Document(P.E.D,),drawing No.17-100. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 7, 8,9, 10, 11 and 12,indicated on sheet 1 of 15,of Product Evaluation Document(P.E.D.),drawing No.17-100 prepared by Tilteco, Inc.and signed and sealed by Walter A.Tillit,Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3.Product shall only be installed into poured concrete,concrete block,and wood frame structures. Product Evaluation Report prepared by Walter A.Tillit, Jr., P.E. (Florida License No.44167), President of Tilteco,Inc.(Florida EB-0006719). 1A