Loading...
HomeMy WebLinkAboutProduct Approvals Florida Building Code Online Page 1 of 3 1 Buslifness 03; Professional Regulation BCIS Home I Lag In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BM Site Map Unks Search rProductApproval US USER:Public User Product Aooro tai Menu>Product or Arlo lication Search>Aoolication List>Application Detail A �� FL# FL11968-R4 S��F !r e- Application Type Revision !G 9 Code Version 2017 Application Status Approved oG Comments Archived ❑ i 0 Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ 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 ional editation and Management Institute Quality Assurance Contract Expiration Date - 12/31/2020 Validated By John Henry Kampmann Jr. 0 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 SUPPLY2cINC. 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 FL11968 R4 Eouiv EASTERN METAL SUPPLY,INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF 9 — https://www.flondabuilding.org/pr/pr_app_dtl.aspx.param—wGEVXQwtDgsxYIeb4opOD... 2/14/2020 Florida Building Code Online Page 2 of 3 1 FL11968 R4 El.iv EASTERN METAL SUPPLY INC. DRAWING 17- 098 LETTER OF'EOUIVALENCE SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY,INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SsTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Eouiv EASTERN METAL SUPPLY2c INC. DRAWING 17-094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 v'¢9 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL# Model,.Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection.. Drawing Number 17-094 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II 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,S, FLi1968 R4 AE EASTERN METAL SUPPLY2c INC. DRAWING BA,9 and 11.See sheet 10 of installation drawing for other 17-094 PRODUCT EVALUATION REPORT.odf spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes AeFiR M E-1996. 11968.2 50"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. / Fwing Number 17-096 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING j Approved for use outside HVHZ:Yes 17-096 0.050 BERTHA ALUMINUM STORN PANEL.PDF t 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 p.s.f. Evaluation Reports and 8'-2"for+75,-80 p.s.f.for mountings without"h" FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING header.See sheet 5 of installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT.PDF and pressures.Valid only for wind zones 1,2&3 as defined Created by Independent Third Party:Yes by ASTWE-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugate galvanized steel storm panels retained or not byl 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 FL11968 R4 AE EASTERN METAL SUPPLY, INC. DRAWING and pressures.Valid 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 i 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained-or not by I Drawing Number 17-098 tracks to provide hurricane protection. 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 17-098 CLEAR BERTHA STORM PANEL 2.25.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+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 R4 AE EASTERN METAL SUPPLY, INC. DRAWING sheet 3 of installation drawings for other spans and 17-098 PRODUCT OF EVALUATION REPORT.PDF pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party:Yes ASTM E-1996. https://www.floridabuilding.ora/-Dr/pr app dti.aspx?param=wGEVXQwtDgsxYIeb4opOD... 2/14/2020 J NOTES, )I.-STDRU FAELI)=Va4if Sl4ED'-'ElVr OF TAPCON, ELCO PANE"'TE.AUD Cr IAP-Cr,�P ANCHORS IVTO CC.*XRz7E BLOCKPANELSI(011l QW 1717S PRODUCT VIALVATIOW OCYCLWENT(ACO) HAS BEEN VVanEV FOR CCUPtONEC LV A=—aANC,- =43z, tmTH ril-r 2017(6fn E&TO-�)OF ME 11CRIVA SMOCIr, CODE -,,IlS S70FN PANEL SHALL b�x�E 1ASrALLED A,14CY VELOCITY EqJF StALL -E 1 114; 1 3/8-FOR ZAAfAC rOXW AVCf?0;?S ANZ7 f 1/6'MR RED HEAD Lw#Zmr SEEE1S ANCY6ORS wq�z ZONES(9WO-RADE/ COUNTIES). 1 Sett YT tD LOADS SH4LE a D17ERL.'�CD tS PLS'SECTIOU 2W9 OF THE A--V' LENT Oh- CODE. 6.2)7181 CALK-w ANCHORS Ewmar tuacnow ovTo mr,camcRe7f&ocx t-WIL WILT ELr3EDA1 NP LViO sn= J FOR A KIND SPEED AS&EOURM BY THE J4AZ6VCM4`bb'ERC THESE SHUTTERS KOLL BE"67AU.ED'g:o Sl-�99E PrPAq77rO t14-0-20 SCREWS VWO SVOLL BE 1-112"LONIC,&f0f,,WV-SHOULD STUCCO alSf,AtX I FOR A Nd FACFCR Kd�0.85UWX ASCE 7-10 FOR INSALLAMNS(ZVER 2017 FSC AALT SW�tl Aahtt(wd FOR WALLS 119H NO srocca I.VT EXCEED 11Z I/A;lJlJVR(A-50) PRES�.E PA-liNGS INDCATER ON SHEVS 5 R 9 (04ULlf E&(EZD4'ZNT OF 114*0.J14'ALL P000S SOEIV-SET A14HORS PW4 EE 716'INTO THE CC?4,a7E BLOCK t-0 in ORDO?to 1mlr-y rig-ABOVf OalyOtrAW, W-JUrATE CMCV KtlVD LOADS DETERAORNED PiR ASCI 7-10 Piro STECCO SHUL BE PfRifiTTZO, 114-a-M S.S. VAC IN SOREW USED SHALL BE 1 112-LOW L VALE F--iW2Sr 9rZ-JCfO M AS L% OISICN LV-,fV LOAD 5 By AILVIRVING ll-"By 0,6 IN aRvER To ((P.IUUU SHOULD STUCCO E.X)Sr.AND f'Aia,%(Utf MR WAUS 117TH NO STUCCO, To Coy;�WT TkMr W1 VAX(ASO)DMC?�F.qa-SSURE`RATWG5 INDICATED on SHEETS 5 TF(RU 9. 1/0 alZO47?TO ViW6FY THAT COLMONEMS AfYO A.*JCHal?S Ort rHIS Pr-D.AS TESTED WERE NOT O'ER STRESS-M.A V�-RE4SZ R4)IN CASE rX4r PRECAST smmr OR PRECAST MCRM I-PaS 9E FOUND W THE CXM. iG WALL,ANCNOR5 SliALL IN 02jD,5rA&E STRESS FDR 1,,vig LEADS VIA5=USED IN THEIR AV-f YSIS.A DURATION FACTOR CV-1.010 WAS US-ID FOR LONG 4AVVGq TO REACH TO?r 144IN STRUCTURE OEHAT SUCH PANCE-1 ANCHORAGE-14'AtL Of AS INDICATED Oil NOTES PI JVWr-AM.V OF rA5W,'-fRS IN fA70D, 8.1)AND 9.2)AMS. STakf FASEE 3 A6DX9CY FOR t4?PACr,0VV F,0-WtC Rt-_qSM',tCE HAS BEEN VERIFIED IN'ACCORIMNCE Wril SECMV f609.1.2 OF (C)1.%)R?RS S104L BE INSrAIACD FOLLOVIVIC ALL Or thZ RCCOMIERVZ9TO'S AND SPECIRCATVIS OF THE ABC7401qS THE AOOsV U97.7r-D?tW CODE AS PER ATE REPORTS/0121.01-588.;f 0311401-00.Y 025-01-00 A'10 1042.0:-03 A&D Vvar'ACnAl;Tp- ,(C.SI 7,02-04,AS PER AlAf--r MSTPAG EQl"ALENT TO ASTO E-19.96 SrAAVARO&-ASTM E 330-02 STAICOM LISO" TO gi$rALLIAT416 VIIWI OV0 ZONES T.2&-T AS DTit1.,D BY ASTM E--1995 STANVARO.'AND f022 I-Of-Ol PER TAS 20 f-2OZ&203- 1. PANELS VAY AM BE INSTALLED HORIZOWTALLY FOLILOATNO 067ALLAWN DETAILS SHOWN ON SECTIONS I THRU 6(SHEET J 4-4 OF ALL AjjjUj:4Lj(SHE'E'T UE-,AL P.VCES WEE JIAVE$052-H32 OR 3004-HJ4 ALLOY. 9)O(CEEPT THAT HEADERS J. 4&5 SMLL NOT BE USED, J.ALL ALUOLIVU41 EXIMUSCNS.2-'Ail EE AE&Wlta ASSW.AllOtl 6065-r6 ALLOY,& rEpPER Uh%ZW OrtL-Va'tSE:0=0- It IT SKILL ec THE RESPICINSOL(TY or THE CONTRACTOR To vv- � som SRrxn&qc WHERE shtqmR IS To at 'in INC- 'JUESS OF THE - STCW PANEL Cw,�VPONEIVIS 0 STUDDS)PLAT.-A147 Qq SNAP CAP ARE PATENT PCAVNG. ATTACKED TO ASSURE PROP.-P ANCHORAGE- THIS SHUTTER SHALL ONLY Cr ATTACHED TO Cavwm BLOCK OR KVOD r:wz &O"Mr.s. ALL XPEliS TO BE St"ILESS SIE-61 304 OR 316 AM SM-�S OR CORROSION Rf5157A$Vr COA10 f1R6a"Sm"L AS PER&V z for(N:s;AEwtoN coumc.w is TO s&eIrAuLe ALL SwnrR co4eFa-;rNr cooEs 6viCti Pzuuo tit CouvuvouS ccWrAcr rian THE -CO16 W/0 kwFI t" D STRENGTH/Jiv fa-A.;mr�SIE-STRr"XTH&SHALL COA(PEY W1 FLORIVA BWLClW CCOZ-SrC=l -Gt&�DrjO TO PR-'Wfr WNDIPON WTRU-140N. CAULK AND SE;kE-5NV;TZ'R rFA4:xS ALL AROUND FULL LVA;Th� 24ef,144. M- TO BO_'ASTM A-J07 CkV0I4?fD STEEL OR AIP 304 S---RJE3 SrAII&ESS STEEL WITH JS k C10131fly KELD SIFEAVIlto. ja (q) rin PED. PREPARED BY ThiS EmCAYEER IS averRc Ano Do-,s NOT PA1.1'ADE WALWVATION 'OR A SJfE SOEC.fx PRaccl,' 4rhERE WE P It-Ca%Vt WNS DEVIATE FPOY THE P.E.D. Aprp**?S ro WILL SHALL 8�1 AS fQ-LOA'7.'(UNLESS 01HERXiSr NOTED) (0)CONTRACTOR TO Er RESPONSI&E MR THE SCLECRON. PU6CNASC ANO INSIALi,4170V 1,=W1110 M SVETY OF INIS PRODUCT, BASED ON MIS RCD."R .10ED KEISHE DOES NOT WIA-,r M.00 Al =XMCAS DEZAgED ON TFUS DOCUI.1-1?0`. (A) TO&5Srk-4 POOPED CONCR-7t- =6MUCNOV 5WVY Ar SITE IS Pit CONrR4CT0R*5 F-rSP5IV4QEl1rY. - I./,(-0 TAPCOlr ANCi-ORS AS 4V.VVrACTV.RF0 BY tTIV BUILDCK. - 1/4-0 Cr-Ap-C.Zilil ANCHORS(BES?M STUD-MV).AS M014FACrLORED BY rRU-FAST CCj;POp.ATw0, (0) THIS P.F-a 4V E6 CONSIDERED MAUD IF ALTERED'BY A'-y YZANS. - 1/4-0 ZAIJAC 14AVII ANCHORS AS"WACTURED By POInN FAVD---Rx INC- - 1/a-o. 715-CALK-W AfXHORS OR FICO MY&V&feMOtl FAX-MWIE'AS VANLACACTURM (d)-VIE SP CIM PROTECTS SFUL't BE PREPARED BY A rjcRo4 RECIvERro rt=iErR OR Ago*rEcr v,,,oai wu 4rcatfr THE BY POWER FASTENERS, 0-1 Aw aco cavSVuCTw* PRODUCTS. RESPECTIVELY &4CAICER OF R--C=(CO.P)FOR THE PROJECT A:49 06-0 rXL 6-RESPOfMaC FOR ME PROPER 05-1 OF THE RED. 114'P e j//-ALL MUT5 SOLED-SET Ah!:NaR.-AS ValWZVTm By ALL PVVTSCREK 6aT&SPECIALTY CctmAmr, ENCLVEIR Or RECORD,ACM,'G AS A DELEGATED Mr�WCiP TO THE P.E.D.EA-5W—CER.SHALL SUGIVIF TO THIS LATTER THE-VYE SPECtFiC DR4 M. IGS FOR REW41Y No Im (e) THIS PX.O. SHALL BEAR ;HE DATE ANO ORICMAL-SEAL.4?0 qCrgrUQr or rHE PROFESSID&AL EnGriCeR OF RECORD TWr A.Q MWAIUV EVX-XD(r LifO POURED MiCRETE Or TAPCOrl A:X7,VRS 15 f J14', FOR ZAU4C NJ4V ANCHORS IS I JA, PREPARED IT. FOR ELCO FANEIIarC AA,-,HCI$IS I V4-AND FOR CF TAP-GRIP ANCHORS IS 1 114-. I 11, SPWITER VAWFACI-VRERIS�EASEL SHALL 66 LOCATED CIV A RE4O-1 Y Vl& ,C LOCATION AT SWV FAklt IN ACCVRaw&CE/111TH HO 7 pm. A,2) 718"rjEK-W ANCsj*!t.-WEE S_,ENTRar fVBEDOED 4WO HE FOURED CfhNCFcIf*- -lm9=(CNr Wo STUCCO SECDON FTW.9.J OF FIGROA SUMOING COM ONE LABEL SHALL BE PtAC0 FOR EVERY 0 .G, -WA("-BE PERM17ro 114'0-20 SCA-las tsm SALE Bf:7 112'LOA;LCAlUfjV SHOLID Slly-=EXIST,AND I- LAZ=114 TO COUPLY 10tH SECTION 1709,9.2 OF THE FEMOA&ADW6 COZZ trylvvu MR VVAUS'wrm No Vl'COO AJ)Up&4jok4 Elf6roLlEfff OF 11410 x.714'A4L POuTS SOLIV-SET ANCHORS SHALL BE 7/8'VTO tic- FORA ED CLZN'Cr.Tt-. &0 EtIaCj&jr INTO STUCCO SHU BE PfRVITIM. 1141 JP-20 SAS. VACONE SCREW LLFED SN44-1 EZ-1 1/2'LONG LMgfgAt 5Fi0UtD STUCCO LIFT,A4%) I*LM47Y4Af FOR WALLS 411H NO STUCCO, A,4)V CASE rkr PREOW$=&o PRECAST Ca%`Cl2C7E PANELS. OR PAVERS BE FOUND ON THE EXIS-mG WALL OR flow. Ll GE LG?4r,EreOm-4?TO P94CH ME 4001 STRUCIURC 8-rHOW SUCH FA.NfZSm A&CAZR406 SHALLSl AS tif gari:;irm cel A.2)xams- L aflS DRAWING SHAT MY BE U$0 rGY rrrr ............... OBTAIN PEJ7411TS IN THC'SLATE OF FRZCMD�A 214-0 -APNII Af.rHVr?S IS VAVUrACTtfnV--r Lr-y4 &OWEX -C4%V) TURED-9 AST XRPORAJXW, , :' No,44167 814'd CF&W--04Z�P A.4#rJ;095(t?ERTXA SILD AS"MFAC Y TRU-FAST d14"d ZAVAC UIXV AA;�HORV AS LODUrAC11.19ED BY POWER FASTENERS. INC. CALK- 4VO409S OR El CO tr% AS A(ANVACTVREO Z BY POWER rASYEYjjTS, INC, OVl ELCO CONSfRUOVOU PFOOLICTS.RCSFECTWaY 114*4,314-ALL PWiIS SOLID-SEr AleQA2"S AS DISIRIIIUrM By ALL POlraS SCREW --Vtj'4'SPECIALTY COVp"N" FLORIDA BUILDING CODE (Mon High Velodly HUrricone Zone) 114-0 p&C gZko DWOEOLT S--EEYE AVoiaRS 4S IMNUFACIURED BY 4r.W 8U&DfX �piC;017 0.05Q"sER7H4 �Lt uViNum sroRm PARE (Z25'DEEP) LNAw ar., EASTERN METAL SUPPLY, INCturc I�L�EC 0 MUT rCST?NG G VNCtNCCRrNO COMPANY am Pum ffAm n.JJ4" TAIL 1� —,=k m�A Ap. FrOhn(.�V10:9-ZZO fAX' 17-096 wv';m�O PC, TTLasiLaL f-fa� TOA TP ACK I (SEE CQ!.'YONSNTS. SHPT la OF 9) TT CONCRETE ANCHORS (SEE SCHEDULE) -- i- ------;-�,1 N77.; e 0 o a o a o w Trn. 11 ,47 Arl --� � �+�'" I �i I-----j i I'.• _`—T-�. � � r ' i I '�i 1 I 0�, eeettltutrri���� �''!J..; � � ' � �'�_1 � 14 11 ' �' i I I I i � �'' 4 � � I i •_ .I. I__;.,.�. .� -,;,,rE I 3" ICONCRETE ANCHORS (SEE SCHEDULE) 3" �O•' Q C}Q�`1 �` E"JTTQSe 7h'ALlC STORM PANEL TYPICAL ELEVATION (SEF CD!1OIMCHTS SHEET 7A) '---I/lJllatl tj4"bfor, GAP (.tox. GAP77777 77 71P ­' FLORIDA BUILDING CODE (Mon Nigh Velocity one Zone) t eaav 7ar¢ed ar. 0.050"ERMA ALUMINUM STORM PANEL �c (2.25"DEEP) .tnx fiv: ty EASTERN METAL SUPPLY, INC arwr., SECTION A—A 1256 xzsr rxc o?nT rnur"'rrsa rc a nxs x[rRcvc corPR cxr at sr°"°"aavc n 1rJor 17-096 axa x..ae..s+.se.xn nstaw auu�a n r.�ee 1448L�:(567)219-EJ&X fi1C(SG1I„�1-iTt6 SCALE: t/9"" 7` Paw,ncnrr-raw,rw:[=�azr-rNr ffi-tlN16773' '�'�^"'� J"T svc d�'R"' ua G:s:SN^.L hS k'pte[rt.t 121lr Jr.R.,(, �a trs n-D� f.TR l� p1ca 2 Qr 76 ftl7+Gai 4.e �t167 z rte. a'Zkg'C rGLBF'd 0 ICAO P-4'R'tCrrs-�w AAC zaPccrs Rft rilTlr�Lfs- r; ti %`^•+ CCD w:c/rtult rc+tluAre ctcP uer�re+rue'r r nu.rr �, \ $ y zsu uAas. Ga uo mw a r, (ur oc- fs�[Amar roo V-7r.d \L. \. �"r`i r�_+scrs""i ,A� - ts¢scw�wc my awru,=t r-;_--''. _...� ---Qca c tart sc�mur rc+t s, aci - _... aotwra mousmjcaXRm i \' -r— Gar:mv CQMCPiTt' fal .£n � NXs �,isr�i ro r^u nmw r•RATANI CA,Lr r r'uxn4Lu ! �-SEPaP.: 7O � I #PAV r0 ^--SEFARAMW to GLASS I CLASSS� ' 714'--20 aj�' Ir ePLrS w/i/a c 3 i O .. f e r!{'a Yo x 3jaT!s' It/7 .5-''"'Ctrot I ' O /e ne.0 euT a rr1. —4 u o,c----\ a ca r, ri/./i'r>✓f r///.�``: °'�`-'`%'�`'r``f'``! ! `l%rf' /r:``r d"i 1 ; 77-7774!, ' £�.. � � .q � Pr"n/i+CD -•'r O % � _ r,ti_ J '`tnn1� � i C ' I I __ as CPr1Rz_r i, $ LYl4_FE7r ;y + PDun^tb ^. U !. % P&WE'D BLIA=K Bal:.f. I r/ GP c-e Z>`rE' I _L CNKRtrC I . —� �'� COr,�/7fT R;,;XAFCD }_ •^--.: 6TOC4 rot S.._..�.=�.. __T (1R C0.tiCR TE t� FOCAL if',C.L �t ,•-r •S `� i r'Afln. ( r r r Fi£OrOFEO I a r`APcmx.:Aao+c rusty,rcD rrA�-' riT,zwt Au rim frX.G-aE-. DIV--4r.CFtv-GtW f/tr.-cr GR 'r rkYlxax uiwc&.�#tK Rf.NCA3. t.'(1f Cl i1^G.C, (uuC taax4 ALD HrAD C+arBCCX .'rr nrD LOU PTWp'•AhELYarr ntt.AdCLE cr raP^C Gin-.OR f cgKe�:"S.Z(uC Ru:R;Frb 6vv--'_.• er rrx- Vriex-r1 eo nrjolr ,...f 0 Carl. .wa2M5 11D LCB!✓AWAX PM'•_'}AIJrr , ,mru4lcr,tS Tix-csm csu;-N cw i i Cont. 14.h:Fi( C'PiN.E� Fr-STK%hL'T (ur#SLE"W spA'Q ozz SLtAD:AC RN SFAC4'.17) —,.am m f+r uvs PA.Aa T£ .. AS SAET:X£rcAt S+srGsL) SECrrON 9 ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 c£;ard-= ,- SECTION 3 scrtE:a/a'- r SECTION 4 sciu:s/e'- r l y a t x afar uuT s£PA m f c a . roc Gxsrnrr� ba'a c `CLASS .44167 �.r'i,1"/r•'',/i f/r.. ,I � ''LS fry s2xvro) .� � *' ci NOT FOR COLlablO ON OF SECTIONS: Z,�(�•'�•••�•trt•••••G•�7�y� �s `' _ %. Q+sA�-?^"E[+It „ 1 !', `.+• c sJ.sa^+rPaG ILII9 tlaV,/TtOORIC£ruNG MOUNIVIG SECTIONS CAM EL- rr"xii...'T"t((+ PrkA49 7 £ 4 ✓ �"f I ...C, COV8VED IN ANY WAY TO SWT ANY IhIrAtUTd?e't. __'Gr�'Gaz+LP':fE - r I � REOtlTiO e I . aocx WALL ,zQt�C;D x� ,•:, 1 vfw�xC c'z SP .u -+r C5 - \�! � ANV T rrtrar FLORIDA BUILDING CODE (Non High Velocfly Hurricone Zane) SECIM 0 STUD Arzs,PPs r-�aP+rteer°^ sanzr zarteo,crt. 0.050"BERTHA ALUM!/NUM STORM PANEL tc WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (2.75"DEEP) oPAsv m: crAAV 9 SECTION I scArE:ars - rt SECTION 2A s A :a/n m r EASTER{! METAL. SUPPLY, INC aria T E�a'� arnM6� MUT resrMG Al£xcwsca'rrc COMPARr rvOarrAtrr srALM 2 M402 t7-p96 rt Unca FrRTs 0160209-EMI".,(sst)SIr-r7'rs 074:c-,ux Pr SEm u v sw YAL/D ALso fD,4 r".•a.axznrr-tsar,r«r ac+rrry-.sUr ate. u¢ a� ouz r-Aa.-I Ab Y.'Alt COWL-,M;rrrrTA:(F?PW-S£CM V a CMP) E8-OD7sTf4 Sa:.Za A,zatn.tr.P.c SX£rr 9 Dr 14 ON aco Lwrl u-m��ax_0 co mr/ 05 4%"Jn ftYqr 1*fllr o=5 At IAPM4 Z�C fl-JV— fur'0�frl SP-'A14) M. FrR cr W-.W.mx- OR am 44W 5rc SXV SOL r!V/)V-r VAW-R WK-4%All PWf, -SiEr CA POLRED C-MCAM coolemor aca AwE;1FrwdtE pk SF ;xrtC 2+a 17 (5ff SOACMul MR SPACag)1 'WE mealLITE COX, REWOM ALMPA-IC OR McRM 1; t 114'0-20 \\X L T ! tES tOGt+D.4 i' 1 [IOC+r 3f:+LL 'J'I c- ptr5 aj 7/a S��to WPAFAWN TV to �'m CLASS CLASS uvvuw OtASS SEPAR4,W1 TO CLASS W/;VA is=v- C-f- 7/6- jy"g2-am, LW LocAr"' 12 of a flul 0 Ly 1 C.W. ca&-f- 7777, CR OR .- FEtXNrZED Lq=.KAU • 77�7 V4K-W,Att MMS=Zt-UT OR F"Km calcnir 0�-�f • aco Amf/rwAtr PA&UVA7.- (scr Sa?--mac MR Sp-ro'ci- RED,*= %C41K-00 am uur/ mpco�.zwa U'Pow fica r-'U�r M%a�W Ah vni'Aaft WIN I Mo. BUILD our INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING 'WALL MOUNTING, INSTALLATION SECTION 5 INSTALLATION — SECTION 6 INSTALLATION SECTION 7 — SECTION a SCALC VA EC fj<b-a0 51M -;PENS� ~rta- 5ZPMAVW W AGE Jj<"Or3JJ1 MASS167 1 hZ-A0 UAMIZ SCRSV A/LISON AS PER W=A�l kt2(-"ZrT til 114'0-20 D. EVCE WANCE ON •Mu5s kvD 6=75 ARC t/2*0-07*POCK WAD chrDwEr & W1 jXvr4 AS P.-R AVrS A.2& a2(q.nT T" .........CbRt .. Ott i pod` &OTC toR COMSIMP01i 0?'SZCIMS I wAL41aooR1cDLwc moumItAc!LlcWv5 CW4 St FLORIDA BUILDING CODE (Mon High V010clyY Hurd0dria zoill-) =0"W--" CQU-p-M-�V 171 ANY WAY To Sw Anne WSIAE4411W, aoso"BERMA ALumjNu.',f STOW PANEL LIM rcA srrAracJ (2.25"DEEP) CPAXV IM Famm FLOOR MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC 01a2k6r'1v')' Z��� 42a mzsf MAX am.- SECTION 5A t 74UT trSr-C&DYCIN17CAWC;COMPAW nor two MACK IL.2407 17-096 -,-ZM a Z11a -Mj)X7_aeA F",r _171 'At rm A Pal Mill POUPW CONCR-elt OR OR CONCRUr BLOCK WALL ca-�r�- &Di W--11 ur 14 OP Com;Rm&LOCK 6063-r6 ALLOY Cont AI,- A141E CG! GR MUL RFQWCD AIM Af.V*Q5 o t2*a r- WillWALL cTr a6w l RED4094D N 0 12*0. to r.," CO V,V, 114'CAP,— AAtl IQ"\V.. 0 12'0,r- YX-5 3' IZ5: J7L 1. OR All Iry tcclwl 2- 2-—05.1- 2;,;A' 2-141� 10 2'.5'g.05V 4 .7 -Hy CR oolv-T5 ALLOY OR cc.t Aklm Ar.-"r OR 7' Sfd--r mcm Ah— e mr 41"4*A.072* MW PtArC 0 24 D. C. 311,0_404 017 Call$-M ALLOY W/.UCK&,Vr C4f.Afw.AWIE f 54 CASE A Plan CASE CASE 8 CASE D (Plan) CASE C ftn) END CLOSURES DETAIL SCAif? ill- I MAXIMUH t-5,Q. DESIGN PRESSURE RATING SND CORRESPONDING MAXIMUM PANEL, L-bC G - L OR Co pagnom 4) azccg XALL 1.50 7 SC oc, (&E FOR A GIVEN PAME4. SYS OR Cal TxFm,A..V'Ohm*;T WALL fil It".PMa taWH SVP CAR CLOSED AT 4 HVRA)CANT=Dl a 15, WAU UVVill W1_ Colo, ccupal V.& 4-JO.0, -30.4 1" 12'-11 12'-11' 12=Tlo r2'-11 col SEPMMV +J5.0. -40.0 12'-0- -0. EV&AS$ Tom. "o 11. !A S7W 44o.a -45,0 W-2, t'-2' W-2- GDM POURED CASE E (Plan) Aao 10'-7" -7 COXCRM &OCK ON, 450'a -55.0 W-0, 91-4. to*-o SECTION @ SJ UD POURED Mi CR EL +554. -sox 9--7- *ALA 0CM.#CD Typ. Top/aOTTobf .10.0. Z-1 0 9•-T' T'-g' 9*-2- Ty Au pckvr scm- 47P1,-r-. esm schizvwx FUR SpAtn) RON ...... -70.0 8'-9- 8*-9 .. N WALL MOUNTING INSTALLA st . X FLORIDA Still CODE (Mon High Velode-) ly Hurricane Zone) +70.0, -75.0 8'-6' 61-61 SECTION 9 44167 " , aoso-BERTHA AlumiNum STORM PANEL Lc f-75.0. -60,01 B-2 SCAUE. 518"- I' (2.25-DEEP) D*HN ar, &Qj_r. AfLAWMit PANEL LEWTH IS X-07. STERN METAL SUPPLY, INC CAM ...... IL EC .. resTil COMM PAW 'ji n J 40 C11-im A M:. FMV., 17-096 j sl� PALTER A ralff A`:P.C. 'f[AXAfMf A.S.D. QRSIGN PRF_SSSRR..HA,TjAEC, &,s,O AND CORWISPONDING MAXIAtUAL ANCHOR D. -EDGE DISrANVC PALz 4111-11-4 ICR A'Z91 A rear 5C W7arZV AT PM SPACING SCHEDULE FOR INSTALLATIONS INTO C0jVCPETR AND CONCRETE BLOCK SMVCZU_RF4_.2 I MIEW S. Ville Wk"AN_-hVRS S84a-,o FOR F_0� - T W- DEsvi UCTONS I AMEL a-zu PAF�awrrs I Cr mp-GR?- • P"'L PRESSVRE Z""c ml.D AM'CCVZWM�IaVtH pWr_SSvRr r`pCo'4 RIS W.D11 ANY CVV_-"J'.4MP LEN'R Oa ThEtl 1' FAmn ri to ru 1 m TO ro to To I TO TV or add v(it) To ry w %wr colcFrr UAV.��r cz�_Avr A4z" w _qrT 07�Cft7r s'W' CaNmm "o To ;v TV 10 CO.MT OnNvor ulway cav:pmr u0c"y co&"m W30- cwprlc 12, 12- 12* 12- F2' i - 1. 1(r-) ?2- 12- ro- 12-"., 12- s- 12-, 2- 12 t2 1Z IZ12 ff V2. w 12 8 72' 12- 12- f2- W 110 112 T,e(GOT-VU) 6 12' W-t IV f2- 12' W 121 12 2, 91(70-) 12' 1. 12- 2: 12- 12'+•. it 112 g,(TOP) TZ' 1 10- 1.7 2• 12 12- I T2- 12' Ito 12'.' 72' Tr 12* 10- 12- t 12- 12' F2* 12- 12' j'O 112' 24(901TUL0 12- V 12"'i t2- rd 5- 12* j f2' It flg'-C f12* 2A(60-10) -D- -$00 t2- 12' y&,(rop) -4" t2,* 3*4 170P) 0' #20. 12' 1. 12 12' V7' 3 MOTTOW '2. OR To- ?2_­� 12- f2* a- 72' a 6- -7-1 12- 12' it 112 5(Borrow >10 LESS TO - . I I - - _ - - '' ..-_ - -10 - LLSS fe 70- f2-"+.I 2 f2' 12- 12 110 I1Z 4(BOTTru) LW 12" 6 12* t2' 1 2 r2.. 2 F I V2 112 4(60170y) _— -,L_ __ .'_ W-W +; - "?. - 11 - 12' 12- 5 170p) 12, IZ' 22' 5("Op) 12- To' 12- fr 1. 12- fz* T2, 17. #Z It 1, 1/.? 5(WrTOU) to- T2 6(lop) ero'-) 12-1 (sonau) it (EO"W) 7 12- 7(EOTTCV� 7' 7- lo- T(sorrow)12- t2' 6 faroj.'I�Vso (rap/vV7'Ovj It, 12' 7- -2- 12-*'. 12' 12- 12 + ONLY WCOM Nt.'W;S OR ALL P&W SOLID-SET ALLOKW FOR AWOUNTWO SECII&I 9, —r- i - 12' 6 112' - 12' a- 12' 12 12- 12 12 91(wacq) +4 ANCHORS STA04 ONTr VAUD FOR ZAWC WWI, Z' r2- 12' Y2- t2* 12top) SEE Svar 8 4,9 FOR MICHOF9'TEPC&SPACAC 12 t2' i S' 12- FOR eISTAWMNS INTO WOOD FROIC 84ALDRICS. it Tz 1 2(�Orrav) 'V� f2- 5- 12 W • 12' 18 1/7* 2A(007TO) "MULU ANCOOR SPACe=ARE W.U.7 M9 J 1,12 EDGE DISTANCE '�'4 j"�i'..;p E N FOR E:a IM TWA J FIZ-.REDUCE odAVIO?SPACING BY +.Ma-40.0 7;74 12* e,4 UULTIPUINC VACW$S SHORN ON SOaDEILZ BY W FOUDAIM; FACTORS.0,&71.E,D.FOR CALK-IN ANCHORS&CICO CR e- dr, ]a 112, morrow >6'-D- PARE444,4 Tt 15 2 f12'AND 3 1/7'FOR SOLO-SET'ANCHORS). 12' IV 12- !a ur awrtow rz- 12" Lt S6 r wo FACTOR Ir — 02- 12 oop} ACTUC.AL D. Zulc lwu� UAnaV IV}MOOU jP ,ursC�K_v SCIA-M cr W-ow 12' 6 12' 12- S 112* .5 foorrov) fi 12- 12- 6(70p) t m 75 .78 1�00 I 10- )2- 6(Eo, .7F .50 .60 9 72* 7 J5 12- F2, Jz_ 12' 12' 000/8017;701 L FLORIDA BUILDING CODE (Mon Nigh Velocify HurrIcane Zona) ZZ417 M=2.1c. 0.050"BERTHA ALUMINUM SrOR14 PANEL I.C. (2.25'DEEP) MMIAN&M AW EASTERN METAL SUPPLY, INC OTa4m./ty 4266 M0r;%VM VAlr F$4Wa1TTPAW eC11I11.IL JJ447 _.Oefjvw_�= 1_1716 17-096 'p)F ea7aLa£rE:.4'Cro1R5 --•—•F.:O. -\--- - -.-_. __ co�aVc EOULE)' _. e 0.----, - - -- (5 s ice (s_.wc�tYRt 1"• \ (SEE scttmeE)\. ti R[D ` couREa a Fav m ca xrCrc t �� Po�ED m c;ErF cor crErE V' �e cD�V I AEUMEB� -£O. FD..._; .; RLOln.20-»,\ -Fi7. E4 -. k�Ot"'°Lfl -E0. EO- ;'--C'0.�£0. 5 r I -1,:JC-t. ; - Cent. �:J anc 1 i m ( 1 I ' •I _•r w.. r-aaanar t I r0 GLASS r'un SEaarvtRgl ,rr' SVIAAp' J ! a 14 TO CLASS ,;'� v ;o Gt/53 1 t v ra cuss _ kk D . , ( h n - _ , DLYAfj•r '•S i � � ' 1 _( e C� w a f AMC Nur O '� t 6••"•. P/S-d x J/J?" 5 EV-mQrt j arcrvta i I 7/6"v J/J2" NFRr D 154.E tUr C ' i C°^C •"Et+7Yi G7VD f dVic N1r 0- O i2"0.C. _ •'Jf''f:`i//.'r`f..'f.�`!`.'!:,!!!,'I',1; FECF i.__ � \.,� � '. :trstaaT ont r,7 •fG caazRETC✓✓ I--t"_ ;�--S:J9 .. �`�„•i. i..c__'- _ __ - ...t ,_, .,�-•,._ Y/ ArcagED aRz=LruetF cr>rr ar ,ruFarutt cIG -£.C.-"•_•_ A;URED tOVCRESE� E.:.J- r , Ffoar 0, i , j-5 + 1 r•-' -54AUL'1.'LE ' for-AMi W C(Sa (_.._ r A:'F'CrGLn+..E Y (sem SCRMME t R Cu D =, AcvR ro - t ./✓J `/,. / ry COHG+^i`"rE A,'.O<AS j� .. ^^CAtiCR,rtE COhK'RE7£uCi-IRs (5YF scilzmar j- --E.D.--- FffPtMRED (S.'7 ScnEDLL.FJ" �'Efd.-- ' i/ el-t•~ 1 garx pay FZ40VAme FAma Q)&Tj_ ' Cir, CNn#_RE1C-R1rCrS7Rs /� SECTION if SECTION f 1 B seem-Lx attts La a1 ruarwrLD ( 3c" E F.n.— ccv v m ?AL wrs s/e e CE/L/NG & FLOOR MOUNTIrVG INSTALLATIL?NS mES Ar•EosrasrEN>D SECTION 12A SECTION 12� O Ar,:rrr 1d 7/8-dxJ/J_-�st;:c,.vr RrrEF�,'tr RuOs.,eaE pu.-a. r rr/' 4 LyrRr S+LEA'+UX lAN.T 57--VAIK DWS F WAT 2) SECTIONS 11 roh ros rRu s/e d CEILING & FLOOR MOUNTING INSTALLATIONS RaES AAFRrG!a ox°Jz, J° r ats- f.•-_oRr ss =IL MIT- SECTIONS 12 o FiRr scar Aw ser. rr/J�e sCris& +D,FLEE«-Ip t6-: j"- artr.%x2t sltrorztt[6,as 0.G rJ SCALE-J/8' 6. a r-. tl _- _mcw-a Fv:� INSTALLATIONS VALID FOR PANELS USED JOINTL WITH NTE O Y RE-MOVABLE' A ELS -fr..T! IST, ' FLORIDA 8UILOING COO£ (Nan Nigh Votoaity Hurricane Zona) e D. _ �DVTA&E csarr r:ecq a 0.050" BERTHA AL[!ttlNUY STORM PANEL LC. 1875'- \ j--EEr rsco a&zij P ?.d? $TA S t (.25"LEEP) CPA";Be.- ,� EASTERN METAL SUPPLY, INC a8l7 r/e kar a e•O.C. mMO�'�LQRI 11 Lr F..G O I k e. esus a+.sr ROADS m'r - 050' as E FOR CCU51:1rRTN aF sFc xu:s •�� dYST Rqy 26Af IL 560 D 2 - INSTAL TION OF 1/4 x1' �., S1(�(jA� `r rtt/r rESIrNC A CNGfN(CRWG CO4AWY 17-096 EfAl1 �� FLOOR CEvXuc Mau"itina sr.cr+av5 CA•Y&£ r c ss Hw.x.it.fi.szt rx n.ut(x n iect anOkE•(59rJd07 220 FAc(35rJ3ar-r7r6 �jDEWAL+r 80Lts O MOVA I PAN cDue tp w rur wAr to 5nr Arc tusrALLAROti. "yrfiYrdtFJts>0-o . °.s -7,a,,y C"c rr f<raT a0 r'rff� �• mr Slf((t'9 Or,1 , MAXIMUM A.S.D. DESIGN PRESSURE RATING J12,s—.f.) A-ND CORRESPONDING MAXltlW ANCHOR SPACING SCHEDULE FOR INSTLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES Asa ttza:+r rncva¢.AAc1�u•s tr o*v!r c u..t,�a'. lllk as to !O'CSSR Nf:LW 4rCR'l CA*r-/ILT 4< li�C aV1 Ot'X-A' F10-1T [t Nl-^JP Nh•7J41ES NAS=RLti IfO:S RRYN L^�S I A Wle/_V 71b12 RAnrf WU ro tf</FF•6 to(R[O6 n Iri-. To nD> n c XIG C ro l<OPC ro cM<rtZ' ra 60Cx ro CJ✓.Ktli ry R to tauOmS€ ro dt[KX T CF'T ro AYGO[ n CYIALT[ ro fetr r ro fXaC+mI' v&xl A d pqy IQLTN Y'o+l f2- N/A 17' NIA N/A A%A 17• NIA NIA MIA ll/,l NIA f3' u/A 12' NIA 73' NI to(R:) f2' <• q• to- NIA IVA f7• F. NIA NIA N/A N/A 12 B 12 7 1/2' f3' 0• ICA WrMU) W NIA t2- Ni. IVA 11' B 1I2• NIA NIA N/A N/A t2' A• 11• 5'/2- 1r I. 10(forma) I r/?' IVA /2• NIA NIA WA 12• IVA WA NIA I NIA I u/A U' NIA f2' 141A 12' NIA if(r0P) .631-611, 8117• NIA 1.'r' NIA NIA II/A 7III' IIA WA NIA NIA UTA If w- IVA 1I• NIA 6III' NIA IIA(B0fTC1A) 9•-0.W IGS N/A NIA NIA NIA NIA N/A V/ NIA NIA NIA N/A WA 3• IVA 3' NIA 3- 11IA 128(mmu) Ii rf2' ! k/A 12• VA WA A%A fT N/A IATA W11 WA IIA ,3• NLA 12' N/A II- 11/A f2(t0?) 8 i/7• .IA IT NIA KIA NIA l'I2' NIA N/A NIA .VIA k/A fl 1102' NIA /1• /7/A IT 1r NIA ii.4(mrmu) Y" NIA NIA NIA - NIA - NIA .3" WA 14IA NIA _ IIIA IVA <• A%A A' 141A <• N/A !-H(60rrw) E D. -EWE DISTANCE ANfHOR$!£GfND ° <iA-1 ��a Ntn}ALD fsLf^.�S is IG ShrAAH 014 .W.CEpec erD:.�rU(7 c.k z °• LIA41TED TO 5•-4' M4X. .SPAN. ���•�• ur_ (AGTG LG-�.E Q.PC4 CAK-cti AHI7tCn'S rr 2 1/27 my oR� APIOGR r7N 7N3 LPCPAIKP'I SII f{:5'Fi1G RLDIY.ED$QA W 01 Wf N—7 LWX fA.'.Rk2-WL lvof B- �Acwa LESS THAN US jvv$=Av.G u.DY`•,tl[D FCL![ACE ANCMA7 TIFF AT Af.4FGRS(FC?.A. <to S.S. rAPC&4 LIUAL la4 a:, Cr TAP-GAP,PA1.R�wrf cR P.V.FLLurE Pt NS. •S0• rxcmR 23' f1tX-w FLAIAL G O. fAf�'n`A I.fJ.tC 11A:R;aLTE rIE•Y 55+d: fXN-uF SnL1D-Sr. .7'TAP-GF•T tt0 5.5. GFCLN PA1N1uAT fR PA'tfWArE PLCS. SOIA-SET 3.5' .86 .7 .FS coo r,rjlldtlA'fIy<,'i GZ--fE Ra SS< 0' 2 112' - .71 .30 - .60 ,41�,.(�Q A,n y 8. 2. f r/a' Q.J> - - - - aa�y1;. JGENSF�•.� = amao tAl=v w uwcRiTr 30- a — N0.44167 OF ?�a• RIO �'• ! .•,y••,Pf«� a` FLORIDA BUILDIIJG CODE (Non High Votocrly Hurricane zone) � c2af7 Fx.ec2 as 0.050"BERTHA ALUGfINUM STORM PANEL Lr- (2.25"DEEP) VIAAN 6r. o7I21/u EASTERN METAL SUPPLY, INC am. 1 L ECO 1 42W AL3r RGAOS Mtrf mur r7sma t ruclurrE o Co1IPANr BEST FAW G&CIE 2.33W7 T7-096 <.!a NAT./mw m.9w.C••rr-NA L1P:eT;n 11rr< PHQ1g(557)709-eTZBx fAA(551,�i'<1-f713 I4ia:(l:Crl11-,!A).Fir:I. 11•lSTI M,r [avFlrl+ WC v f.•7AIPhG ND CB-LC.73719 N/•ITER A.TZIFT Jr.P.G Orr-cam /:4� RL4PA•t LG i<707 SNELT 10(Y 1< j tA?SCREWS 0 c'0..C. 114-0 LAG scKaS O 0- K-/T T/2'W. rw6 xD i t/c d LAG SO�ZAS 0 r/r•a LAC SCFlWS a t/t$taC SCI+E 8 6' 1 .-RC K' 1 :/2`sr- t-- FDEMATE'd TO- a T (Kk--Rk.X,'To row k}6_e'7. rST A� GT�Le71/FCAE r9T V TO T(6i+iP:D/FfK£7RAAON To VjflCWED PErZTP.ATX)f!Ta £x,Sfl tG tit;#!D¢:E;TEF: j ;.A�S7b':4'1�aaW N.1Lf'.Q j�EXt3'RhR: B ltE4 .SAa-• �015A` a' a ( I f 2 I l W=WA7rrr cont. :.R'XJQ rCAtfP 7 _ ---afatr;,v n470 N£aD 7 ( b tvvw X idle, (tCCJu�fQ I c�7 —�$W I ___j RY4tARf'D RECrl1RtD j 9 - �-' f'www { t`itNaltlN rtn+lL I' sfPa-x ra $ r•--ssa+Rtrrox ra-- 'V ssu' L^ ALTERNATIVE t fr r,A+'d x s!s'rrs Av":x' �'� `e T CSu4crxrrp scR41*5 �TEK SCpr" a 6'ac._ I .O COX— t14' 1 " p O OX- T'crdacwv ' 7 ('eutattuu I r/e'd 20 x .,;r, I I "�.' ! a y T asm• srrARARW ry SEPAR WN To cuss suss nrx faff a s I r/r d-za< i i in r o Lstxr I CWRY STW a gtg Er M1'/ y A(a -Wo 1 ! STUD a f2`aclid t S/J2`tsu o ' mff a E%:RY STUD EP s7uD o ra'a.c �' vz-a c i •'' x. r/�`•-za sj<• 7 • NofT C.f. aca& . KvQ T/aS Sii/hsVr x ogccv4 F0 sa cd-L a�;xw FEANRV C. I" C.t W/tar&f=.'4 R t'd UG SCR£sS a Ea i r oCo t cn(. { ' r.x 4".,125•(a.) s'Oa M/r r/2`u:,a I ! ""^ '� i ,7/eb IAO SCFtrNi o G- �, ('.s•x.125-(aM� Tra com Pfr�Rr4mv b.a �/r r/z' z, st Q E9 y T5 as r2:a Cco kJ _crass-7G Am Q�(OanfJ o 4-AID7 f Cr FTAM a•G2...+E'{ •.it !/4Y LAG SCR£AV O a` O 2t'A G ;.:,{#`•`. , RC. W/1 t,/2 L4it 2'x a•P(A7F f7+xFAaEO vE.n..'rTrsrct G r aaRfa : u;,,, `.lzl T/�"r LRG SCFEYS 9 ' '\ (aJ r/i•a t.(G S^.fi£d5 0 Irf1JiA.�fD THR:J+?fD FtT/E'TRATZW O REUU.`nrn Jd(ZdV.W Cr FLATL", pi sn'O(et..•'.f7QTN ar \ FAUr SrJQ(uS;s,�or I sTua a rr Toe nuJ n D" srw 2'u.wso uL}a'.rT I ea�ranr ar P1lrL i d/a-tw.na�AG_-o PExc-Tfixna: w/J xn.n uxa drnT7RAW.v ALTERNATIVE 2 _ ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATNE 7 WALL MOU_NTNG INSTALLATIONS INSTALLATION DETAILS ON SECTIONS A state:.r< - , EXISTING WOOD BUILDINGS ^':iF•r�A.'67N rA' cuss Laraaav:wgy,� Mit si;�ti net,,► -..k/I•d-1J.Wit- .,.�.:=�jc�rrsfi .• :,07£5: r 6A�v/?/S •� ct. (NSThLAWNS RRA.'WaY VAL10 FOP Abut ASD. D£S+ON PRESSURE t2'O.C ` Na.416y 'S ,\ FATQ.'C UP TO+615.0. -71.0 Fsf AND Pu:CL`S L£kGTHS UP TO 9'-01. 2. FOR MCO FP.F,.sfE COY7F!!G:(0K MD07 IJi3(dERS TO 8.'" OF ^ ,�v SWrHERR PG`ic'Na 2. W/SPECIM DENSRY OF a55 a�fOUAL, -- - I'T aEa`�c r£ •- o.c W/t r/a'ren. ,,.•;•Tc FLOtttOA allaDING CODE (Non Nigh Vetaatfy Hurrtcan(s Zone t _ FLOM FE7.m'J 4T a UVAIDW Cr RAM NJrE FOR COURT AMN OF sECTXNS.- :;W,ruecA we. 0.050"BERTHA r ALWINU.} STORM PANEL L.C. i WALL L(OtJMW S£CW,-S". HC GO+1eW+ED (225"DEEP) Aaxx, ft C7 ANY YrAY TO SJIF ANY 1NSTALLATVI. .Wn`• `" al/A ALTERNATIVE 3 EASTERN META! StDMECAM.INCIMC rE IL E G O �H�. 420KfSr CH purr uEsma t cmcwcCttKrc cauPivY R " P"t" °`• 17-0g6 ca OV.-•(sar)"9-VAX M.-(.`61)54 r-1716 awry:(IlCy'?Tr-s},v.r«:(�s�,Tr-,Nr ucr dnurm. ax r¢uorro. APAttIM1K:ra FB-A7:aTFQ T¢1� rM' N pdLTER Taut:�.PL • SNECT rr Al OL rzemst to ural s ` / / - � � � U | --�_ f/.-.LAG SCREW-.O 6- I/1 112-ew. 11410tAG SCREWS r r lE157c.�nOZA 1�7t W aE wf t 1/2"ur, �RFtDEQ PDX-MAWN S Ill Ettsmc mom HfNdR. 'so. �-•�`i ua.. t � ----, un, z• bb • 0Zw icAaw RLClYEQ , o ��j WOOD HEADER RrQ1AZ11 I O � 7'un. ' Sc'7AFAn ( �i 70 CUSS p f"ffn. 70 W I c Cv15s ti 'J_'TAA TJl3- a'a-W/s.3" T/db r gJgS•�` f 5/a'v-1/.,.. 0 r.�r K/8 yly l+.rW,G,wr Sl o Mrr a 72-a ag15r f e 1RC SCRCISS1 a'a UC SC41E ©d" C•Q.C.rl/f 27132' .�. fit D.C.W/i ENEI/V n N;n.PEf nAAT.Kkt O '� \\ afHn'E1DEQ PetvETPAtga'7 9C'F,P-14m 7ucohV*!Ca PL17E `•t..''iNRfQ tN7vva4iY REuomtr P<HEG(D W/~. scEnu s xrs F jij)A$51 iti ltiQ GENS '•,"A CQt 'EQ F4 6 7HRet Sfd's 110 Ai 4 G 6'aC 6•FASTENCQ Rr Pri47/$'s>J/v?' 67. Al TERAWIVE 124* ALTERNATIVE 12B* Ef:R4 s vAtK Q r. WALL YOUNrINC IN,SULLf{FIONS �r''f�S'rs1QIVAt.S r"`77 $ECUONS 12 ,.VALID FOR 1,1672 +63.5• —63.5 ps/. ti•�iriiitt�d; SCALE: 1/4" r" AS.D. DESIGN PRESSURE RAANG. � INSTALLATIONS VALID FOR PANELS�C11 USED JOINTLY WITH INTERIORLY REMOVABLE PANELS(D INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA GUILDING CODE (Non High Velocity Xurrfcano zone) :Ta77 tetren,me 0.050"BERTHA ALMNUM STORM PAVE LX. (2.25"DEEP)_ WAaN dr. "�"" EASTERN METAL SUPPLY! INC ar�v 1 NC. 1288 War RCRDS cm nulr TCSr7Ha tr CHGlHEERtNG COHPANr ersr OAW 60rH,n..J."a1 17-096 asa F.,a s �.xn .cuss n xray PV--(53r)rA-e261 FAr,•(361;64f-1776 CPA==tw ID-a9147t9 MA(Tp77 A. 7 .P.E. s�r+•� •nue 1 g(fEd1^ f7 ar to RikPrAt lir.lh441ST At Tmgmar. mcK Ame BEA rWh-ED __0 S.S. CjF41. 114 W 1 :1�2 W 4;0 r__ f t ��per, TO LOW C47LWG AS PER DEWLS SHOM • ON AUrRMA(K- SHCET 13. ftUrmjr=.V -,z SSW FLOWED. EO smuca.-M JDEOVAZ�y AXOV4Cr BLku TO Ez CERAnw Cr m-mv W= of,rxmv.�, *w arw to 9-1 crg:71721D 114-0 5,S,MG SCArW' prlisln"I • &Y icarg-ro V'r--'EER I Lj;j 'm . 0 41 O.C.W11 112*1M. E0 ro_, OR AAChWrcT FRO? I/WkF? OP MCWTIcr p11.11q D AtHMAW�f TO WJ M, 015rAUA r $1 y Via . O.Z$* 1 la24- zz:n—_ -17 "64 Si L 5 5It ,its '31 C. 1._' ar satcMir S__ w UA ro;?&Q... 5EFJRAMW L -(D SDWur" Sir SrX.rmv w IJS,1�1_2.lt GiAu.FTO MASS SCMAT& ro CLASS ro MISS MAT 21 F Amt 2 ®R 718'..J/Jj' 5112' KIVO hw a :7) 11, livic Nur a WING wr a rkme srua 7 (D SfRr SW 0 12'0.r- <� - . I o .? o 12,0.c. 0 f2'O. M V.e- f- 'CAI 4= ra 1. fZ6 125 —cm V*C =4 WIG"C' 'A -4-Amt Awa(Dwl 114-a LAG SCRFts 0 2-O.C.- 714'IF L40 S�0 4'0,11. _1,MAtqX B0tT5,g.1E DETAIL 21 T/tlo JAG V-ACWS 2-O.0 W11 1/�P-AW 110CACED PAVRA14tt W/f 1/2,mu. ac AWN o Wa 1 0 6'a fASTENM W/f 1/7-"W. m'- DED ..S Al" FASUMD Ar 9 " ;,/a 3 J2. f Ar p&R w, 0 ek?4ZAV Car A L TEMA 77 VE I A L TERHA TJ ZE. 130 ALTEMNATIZE I to ALTERNATIVE_f C114 ING, A FLOOR NWMUNG INSTALLATJONS CUUM A FLOOR MOUNTING W-TALLATI ISECTIONS-9 SECTIONS 44 6CAf : r/4-- r, 50ur: 1/4'. I' f S--IMK MM %3/4'SYORYO hw.n*v n1pu lzr mxr go r oc hvy aw- FOR COM61MATION OF SEC FLOOFICEVAV UVV4W,.10 SEMONS rAN 4FE' 0 E, MMOWED WAVY MAY TO SL.Yr A.1VY JMMLLAWN. INSTALLATION DETAILS ON EXISTING WOOD BUIL elocity FLORIDAA BUILDING CODE (Mon High Velocity HuTetcane Zone) NOTES: Clot?FXYeco mc am"BERTHA ALUMINUM STORM PANEL La 1. tN1.7Af_1Alj0.V5 ARE ONLY VAUZ?FOR A.S.D. DESIGN PRESSURE RAT W (2.25'DEEP) 0.wsv arr. UP TO +65.0, -65.0 psf AAV PANEL'S LENGTHS UP TO V-07 0, �Ozr a 6,041 IL EC07170107 pi \2 FOR USY KWD rPA14r CONSTRUCRON, WOOD UEUBERS TO&I SOUN4.-FRN 'ASTERN METAL SUPPLY, INC I e. 424e ttzr RaAPS vwE PAT N.,2, a/SprCiFiC VEt6trr OF 0.55 OR EQUAL TXUT MSMo &KCiNEM110 COWPAW rsf PAW ar#Zk#1'jj'w? t7-096 DMIL 2 INSTILLATION QE 114'xf' (561)2W-S26_f Mr(_W;84f-r7f6 �JQEWALX*ROLTS 0 RWVABLE'PAnnv„+-Car 1­1 — — I L