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HomeMy WebLinkAboutProduct Approval Gallaher Residence 4400 Redwood Dr. Fort Pierce, FL 34951 OPENING WIDTH HEIGHT #1 27" 31" #2 27" 31" #3 75" 128" SCIS Home Lop In I User Registration Hot Topics Submit Surcharge ' Stals IN Facts Publications ! Contact Us BCiS Site Map Links I Search Nr Product Approval USER:Public User Ptanurt Anomval Manu>Pmri,irt ter Al)nar0li n t;.L t ji>ADpjjjd nn tilt>Application Detail ILata k�) _1 FL# FL11968-R4 E 1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.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 Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tilsit,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. f 1 Validation Checklist-Hardcopy Received Certificate of Independence FI 11968 R4 CQ- [ASTERN METAL SUPPLY 1NC DRAWIC311.17.nQA CFRT[F1CAT1ON OF INDEPENDFNCE.ODP Ft 11268 Rd COT PASTERN METAL SUPPLY INC ORAWLNG 17 095 CERTI CATION OF 1NDEPENDENC.1?,-Df FL11268 R4 COI_EASTERN META( IIPPI Y INC RRAWLNG 17.0%6 r'PRTIFf ATI NOP IND P NO[NtwP AP Ft 1 1268 R4 COI EAST•RN MEAL j2jC—DjMWD-1Q--1-7- MIS=U=OF INI�EPPjj CN E ndf Referenced Standard and Year(of Standard) Standard Yet ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1 f2� Ra E4Ll11SLF&5 �1�5� P.(_ i� Y�IN�i.f,�f�W►NQ 1?- jig5 F lg9 i.PD Ft_119GS Rd Eauiv FASTERN METAL SUPPLY.INQ DRAWING�r 099 LETTER OF EOUIVALFNrF SSTD12-99 AND ASIM 11-12ZOME �i46� 4 Ey F(�,STFRN M�,TAL SL1PPt.Y.1NC''._ _�Q1�JN,17• 096 LETTER EOIItVA1.FNCE BETWEEN 55112,12-2)9 AND ASTM E-1996.PDE t��,ji8 R4 Enrily EA�TFRN M ��UPPIY2c iNi:, RI�AW1N£'i17`09�« I ETTER COli1VAl, 7 (�19 �1n AN11 nR'PM P 19fj Sections from the Code Product Approval Method Method 1 Option D Hate Submitted 09/20/2017 Date Validated 10/2812017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL At Model,(dumber 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 27-094 Limits of Use Installation Instructions Approved for use In HVHZ:No FLIti9GB R4 iI EASTERN METAL SUEELY29 INC. DRAWING Approved for use outside HVHZ:Yes d�Si�4 0,040 BERTWA Ai� tlp9 Sj R PANELodf 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, Fi,d i,Q R4 AA��RN MFTAI CUPPLV tN.. LzR WtN 8A,9 and 11.See sheet 10 of installation drawing for other 17-094 A P [1t�CT /�,1AT[ON EPORT.tltlj spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes defined by ASTM E-1996. 11968,2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use In HVHZ:Na FLX6 R 3 ii EAj�l RUppL.V,,�(�± fRAW1N Approved for use outside HVHZ:Yes 17-0A6 0,050B A.UMtNt1M STORN PANEL.PDL 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" a 1NC. RAW NC header.See sheet 5 of Installation drawing for other spans ...PROW,=OF EVALUATiDN REPORT Pell and pressures.Valid only for wind zones 1,2&3 as defined by Created'by Independent Third Party:Yes ASTM E-1996. 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 FL11afiH R4 Il FAR.RRN MEiAL RUPPtY 2NC DRAWING Approved for use outside HVHZ:Yes Sim Impact Resistant:Yes PANEL,Rl1F 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 A of installation drawing for other spans in -fL gF EASTERN diiTAL SUPPLY. tNG, DRAWING and pressures.Valid only for wind zones 1,2&3 as defined by QQ� �pQ�1; VA uAT1ciN REPBRT.POF ASTM E-1996. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. Limits of use installation Instructions Approved for use in HVHZ:NoILRa1 $ L", -E-161'WHIRLY_INC. DRAWIN Approved for use outside HVHZ:Yes 170111,Fi�EiEATki�SG�h�PAN 2? PtiP Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc, Design Pressure:N/A CFeated 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 W-0"for+105,-110 p.s.f.A.S.D desgin load.See F 1196MFTAI S 1PP17 WC tjj&VL C sheet 3 of Installation drawings for other spans and pressures. 17-098" PRQC1Uf`P OF EVAIet��T��N R_eP0f2®7 Valid only for wind zones 1,2&3 as defined by ASTM E-1996. Created by independent Third Party:Yes nacH Huwt Contact Us it 2401 Blair Stone Road.Tallahassee E_L 32399 Phonal 850.487.1824 The State of Florida is an NVEEO employer.Copyright 2007.2013 State of Finrida,it Privacy Stntement it Acrns51bi1Ry Stateme0t it l fgIld Statement Under Florida taw,email addresses are public records,if you do not want your e-mail address released In response to a public-records requost,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail,Ir you have any questions,please contact 850.487,1395.•Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emaiis provided may be used for official communication with the Itcensee.However email addresses are public record,If you do not wM to supply a personal address,Waso 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 dick bm, Product Approval Acceptst ®� .Cerci Credit Card safe cEN�tat STVRV PAV-Z SHOif;ON THIS PPMUCr E*4%L"nCN OCCUUEAr(P.CD)tjAS CCV1 VVW70 FOR COVLMCC IN ACCO.?a-jr-- B,t)mvj;tgi stslavoiT CF rAACC8, E=P.A.I.TLUATE AIQ Cr JrAP-*"V 07,�t P-X 2017(&h 01-40,1 aF;7.,r FMIZA&xw4G COOS TNS STCRv PANEL-,vma AM SE 41,VALLED A;krf'mccrTr 07jr��f 6E 1 f14' 1-T/�"FOP&.VAC 10401 1004VM AV t IIV'FV RED hVB Dylv4mf 94"ANVW-S KRI-7CA,V,- (tat /SPO&tW CoEpr,-=). DESON MC MAPS SWU-PE"DSTERWLED AS PER ST-1w1;S049 OF'THE AEM-Z AfENmNW COIPF- &2)718-oqx-ffli As'-p4n you SE vi'mr ckom=xv XHr mcFar BLOCK aw.-4.0 Eats aw--ir W-0 mcco MR A MAQ SPEED AS F-EVORE0 By THE JUM%�,ION WHERE INESE VfUMMS WILL U OaDqUED Ato Wil MAWUy M'W STVCrO- ,A-40 F .g4&r pXpw,7t- .4)� t14-o-o SCAD�S WD-WIL OF; f12 -um FOR A OR=la'4Uf7r PA.-Te-10 Ko--aBS-WAW-a ASCE 7-10 Fa:a4SlX4lAl-,C*45 UVOEIR 2017 rx AIM wou 4tv"kmu'raq mws-iwW IP7 srucM &Vr VrCM 77£lVA)MIAW(A.SO)DCSrGW RF-r-URE P4.,ViGS 90CAISD ON S.IfEf74-5 PEU S. 6j)AAIALW fAfaED;VVt`, OF 0/410,J14'ALL PCWHS=X�-SET AS SXAL( fit 710*INTO THC CaXR--,t&0CX 14 ol=0? M�ViVY ME ASOW CGK%rXr4, UtMt4r-,-AMIN YVID LCAOS 0ErE'-,wm:0 M ASCE 7-10 EWE&AVil VjTa-=Co SpjA,"BE Prr--6=. 114-o­-�SS.VACWa--cF.EVI USED SHALL E-- ; 112-L&4 99a' el FRS-, RIDV= 1-0 A-SC C�&J AMC LOA=BY VUtTlPLHNC 7�--Af BY 0.6 Of 42W-Cp TO 14AIRUCat pj=V ACCO&67 AND I'jq,'oAjUt to"?FYIVS gry 14 ST7X= TO COW,-ARE THESE W/VAX (A.S.Dj O-E.S**4 PRESSURE RATWGS INDICATED ON SHEETS 5 AMU 19, 04 OVE)l 7D V.",1 rk4r CO4MONEHIS ANO ANaqon ON MIS P.ra AS TM&D rr?r No,&AY SFRESSM A X.1 WCOV.SS a4)at CAA tM7 PRECAST S7&,'C OR FR.-CAST CONVM717 PANELS r--FW`C ON-'HE DaM'G ML A"O'Ops swu ez J?.'ALLO.VA&-1 STRESS MR W=LOADS WAS b2-r USED Mf ilei AMLY-SM A 01AAWIf FACTOR CC-1.60 WAS USED FOP I r,11r,rf=rm To F&CH AS WAVI VRtCWC 8Z7,N0 StCH FAe--ANCMOIRACE SE AS ViVICAMD Vi RWE5 vo FFr4UOtt a'FASWIERS W 41000: at)MD 84)ABOST- s7opu PAII.-VS AO-low"C"MR IMPACT APD FAME PEIRSTA"g-Z elm- esul tERSIZD at A=Cavlw 471h=WN IW9111 ac (c)mvocRs m-Au BE uisr',Lkcv rOLLJmv,;u or I.--- or WE Al"PIVRT PIZ AMT 4VfVOVCD CODE AS PER ATL RtRO M/0121.01-24R.f OZMOT-00,I OMD;-CO MV JDSIZV-03 AND WWAMM ,fO$1702-C4,AS PER XPACT TESTVIC EOUR,(ALENT TO ASr34 E-1996 S70104RD&ASTM C JJO-02 SUNCAR0.LLV17M TO PiSTALEARONS MP-4-1 Y$VVC ZONES T.2 4'J As oc-,r;ED Br ASTM E-199S SlAriBARD; V10 JM1.01-01 PEP 7AS 20f, RO?&201. 1.PALES VY ALM BE A!--iAUfO HOA7ZO?MLLY FGaDAM 06TAUAWN 0f77AaS SHOWN ON SECT701S ; MPU 6(511171 J&4 Or Z AL ALMMAV SH--T<17AL PANELS SPALL MATE SCS'Z--J2 OF JW4-KJ4 ALLOY. e)M(CM THAT HEACEeS J, 4 *5 SnAU t=BE WO. J.ALL ACVM9AE1(EXTRUSV16 LL 8--AZU.WV4-J ASSCYC011ai 6CfJ-rf;ALLOY& TEVAER WaESS 01h."miSt NOTED. ol Ir swu BE b1zar THE C0017RAC"OR To vr-Foy Mr w-,wras Or TIP-,smocna"r mfzpr swrwis to er SM%f P,:Na COMPONENTS(&STUDDED PLAT AND sx SNAP CIP ARE PA1017 F&POW. ArtACHEO TO PCURE PROPty AlICHWAa, VPS SHU1TeR 510JIL clay I, A'7AC5'ffV TO ca'CRAX.BLOCK OR livoo rpA)dE 6VLDWGS, 4.ALL SCRSYS TO 8E SUMM SIM JO4 OR its Af-lZZ SEq2S OR CORROS"T PESWIVIT COATED CARMi SnD--AS PER DIV 9, THE pau"Ir",cpPRACIV?is To SVIL/0�"ALL SwrTm c0bordlsw OCES V51Anwi vo ccm=umls ComAcir mn rr'z 60JI5 W nasw fu m CC w S-V,7,ER MACrS Aa AjWV-V FLU - /50 Asi Mqf?STR&6rd ANO PO*�, MOLE SM,061�f&SMALL CWpLr W1 X -�, CC SCC I Btmr#�O M PF--vVfr 6TN01?V.W#4PVSO,% OWV A110 SM Lmm 10. (a)THIS At&-A-MOARED by TUS fWNMR fS FED VOU NOT RWI70C XFORMAM FOR A 91r SPM-K ORM'SM 1C. 5. &�XIS TO BE ASTM A-301 GALVAtifZED SIM a-?AkS7 JOA---Jaa STXVXESS SIM Y47H M*3;W,4VklM rlrLD StRENOTIf 614EPC P--SITE Callof m-ld DEWTE rflcv IHE FED 5 ANCHORS 70 4VA44 SHALL BE AS FOE&OAS'(Uld-155 NOTED) caurwcraq To a nspvrms FOR wr srucrICH ftqvasc AP47 i.wAuAnom vxwprj��Lor SAFETY or Ims F-ime-7. CASED ON jhg j ea ppaeBCD -S1StfC DO-IS HOT WMME-FROV THE C0h01WloS D�MoalV ON IhTS DOMMV17 (A) TO 4*291P4 POURED C&O?VE, =.-5MfjCf701t SIMV AT WE IT fH,-C"VIRACTOR'S - 1/4-0 TAPCON ANCHORS AS BY LTU OU4,OCr- - 114'0 Cr b;F-G=?P ANCHORS(EERIMA SW-00,10.AS Or fRU-FAST C0wPW-4WH. 1)efS pX,0,MLL---C&*DIBZD M31WO 47 AL Mr.-EV BY Ahrf LVJ45 - 114"o ZILVAc Ma-Ift AxcliaW AS 4v;uu-,ACrLYZM, BY PoirR fASIvr--p.S,Pit. SqE SPEafIC PROIECTS W44.BE PPERAP-M BY A FLORB4 RM-51-M PGANLTR OR ARCHITECT ivmxw Wu ormye 17C - 114'0.. 718'CALK-P4 ANCHORS OR C=mart&tormla 'FANfLW.JT'AS BY POI-IfA FASTUtin, INC.AND PLCO CaVSTRLCT1 PAVOUCM glmprmfLy CACHM?OF RECORD(COA)FOP TH--F'qO'lECr NID WHO 07-'L P--papous/ar FOR r&-Ago--R itse p--'}'r P.,F g. EAVIffER or R"Com AMO AS A C&Xr.4TfD CHOVVaP TO THE PZtk ENSIN--m S3VU SUSMIT TO THIS LA17DR rH----a' - 114'0 x J14'ALL FOUNTS SOLO-SET A&CH09S AS OISTROUTED BY ALL PCOnS SCREW,EMT 4,SNOALTY COMPANt sprore al?Aimas FOP RENEW. "OlES: (e) -,to p.ro�SHAM ftVR Pf mW rtt�l FfSSO V4&;GWCER OF A.;)kl,,NWUV&W6iDME?tF INTO P0UPZ0 COUCRETr Or rApCB:t AxO409S;S I J/-F-;F07 ZALVC&4XV-1 MC-ORS fS I J/St PELPA170 ff. r DATE ORICYOL SVJ.AND Wr E Or FRO I , rZCOFD THAT FOR DLCO FAASLUAFE AAVIORS IS I J14-At.0 FOR CF-AP-CRP ANCHORS 15 ; 1147. sl.swum L4ea SFWL BE LOCATED&i A READZY r-lMa.0 LOC4WN AT swv Pwgn w Accomw.,Cr wom A2) 71,9-VLK-Vr ANCNOeS VALL BE&VMaY EVE-TOW WO THE POURED CONC*M PV MCDA�01TO slvcw S,,C17OH 170.�j 0,aooga4 Sutpto COBS,Otf LA .RY BEL SWLL VC FLA=FORE ORINViG SHALL BE P--RWMM 114-0-20 SCRDYS US-rD SFlAfL?.r 1 1/2-COW WA74UW SeCuLD MOW CrSr N* I' LAMM TO ccufty Kly SECTION 17099,:or THE fZORAN VIALMIG ccur W,t,&%W FOR WALLS WITH NO SrLt,= A-J)0-NMUM VJBED&VV'421 r1410,J14'ALL PWITS SOLO-SET ANCHORS SMu EE 7IS'0110 THE Pct$&o C011cwc W 131f6COMEPIT UNTO SNOW SUALL BE PrRWrTFV. 1/4*0-20 S-S kictfWZ Swor Lai)WU BE 1 112'LONG "',VUY SVOLXO STUCCO EVISr,AAV t'wimano rai f%IUS MTH 8V STUCCO. A.4)at CASE MAY PRECAST STONE; PRECAST MYCR M, FAAaS, OR PA',V?S a'FOUND ON PC ElaSIVIC VVAU al aM4, ANCmORS Slt4LL Ez-LONG FJVbrH TO PEACH THE W-N STRUCTURE&Dq-70 SUCH MfAaSo ANCH""SHALL Cr AS 61OCIM ON MOTTES AL 1)4-A.2j A80k-- it, J`H6 DRAMO SHAD ONLY EE USED 7-0 ......... OUrAW PERMITS#I THE STATE OF AOMOA (6) TO oftsma.ca'xRur-aoCK mu. "'s ,f 114-0 ZiFCON ANCHORS AS MANUAACTURED Br 4FX Blik"S Ns 114'o Cr TAP-CRAP ANCHORS(8-19WA STUD-CON),AS&WtUFACftV?C0 BY TRU-PAST COPSOZATal, g 4 No,44167 #14-0 ZMAC fAV.V ANCHORS AS VANUFACTURM 17Y POTTERrASTENERM Mr. 114'o.7/8'CALK-ov ANCHORS OR aCO molt&fe^qfo 'PA&flm4rV AS XWWVMRfV ey P01MR rAswilBs'INC.A"D ELCO CorlSIRZICTON PRODW-Ml RESPECTAW. BUIG HIgh - 114'0,314'ALL PMNfS 5OUP-5V ANCHORS AS 0SlRJ-'VTfD BY ALL Fwas scM1.BOLT tr sFfcYvY CovPAW FLORIDA C40DE ""'n JUINUM STORAf - 114-0 RED IZ*D OrMBOLT SLEEVEA.',ChCA-.AS AWiWACV-M BY t rre BLA&VEX TA.T=or_ ao5oLDINRF 71-W/,A Veiocily Ava one Zone) (2.2.5"DEEP) ttr EASTERN METAL SUPPLY, INC .2"oar fakz oRf&. War PALM OZ1101.AL-V407 774 17 Arwe. 10 zwu I'or 14 MEE yaw* o'ssn r5 w" sac- + X, in- Al AmrAftf 1,5%; 0-2-4 + P"Z' 4 rzl, gg 11 Fix Orr 12-f8 I' FULL ALUMNYM PAN" NZ HWW ED HALF ALUM]bW &NEL WZ HLYAJO"W 2J40' 'U* H&4 aav* ......tron; Oh'HEADER 3" Max. u" gump our t--fzzc�-fv7rc;v-r t-6.1w =•tC't&-- 4307- -114. T+7 REVERSED 'F'ANCLE FULL 4UMUM PANEL ffAM EDGES &MX Ak� PAM W/O MMO-f= s TRACK 0 B. 70A V4- B. -fW (1)SWM R4 Jei, 06 j ANGLE BUILD OUT 'F" TRA "F* TRACK BRACKET Zs.r, rug:'v -AMOrC) �aw v(D -?—A" 'F- TRACK ANGLE -T ae.ox* 2' " 1Z. DETAIL 1: $P4 tr/or&,or z%r d -ate ffo 'd x 5' LkLox.) x .125NGLr -q4wl on=14M mr -iraO�L!/I i, jet lee 3l .0FS1« 0 10*ac !,�jE 7--d r ltJT A7 JVP Iffr TY 1xv,,L—, . -07r @)OLDDED ANGLE Mr- - 0%l-=�AaDl rY NOL E WASHER BAR HOLE gjT r 4� J779 58. `+iryJt (Oprram TO rz) aq% • p sc sr awes6XJ-rd AUV q FLORIDA 6111LOING CODE (Mar; High Velocity Hurricane Zone) fi 0.050-797RA AUMINUM SrORbf PANEL LA (2.25"DEEP) zu"01 OF /20/02 OBID /10, EASTERN METAL SUPPLY, INC P7C-m 42a KtST FW5 4W"V 71 U--7—o—it s 11=r PAN EEA04 IL"497 FAX,(0fg-l-$7 17--096 —FOP MACK (SEr COMPONCNPS 5,-tV 1A Ccr 3) CONCRETE Ah0MORS (SEE SCHEDULE) :V d t f dGiL T C O O o 0 0 ------------------._.� _ t -ALi TM - _moi` 4 Jtirttrifirii, ----------- --- -- --- -j '� -•3" COVCRE7E ANCHORS (SEE SCHEDULE) 3 - yo Q OP,.• ��*�.` d IAi1r. 7 Atrn. CAMOM TRACK STORM PANEL TYPICAL ELEVATION (W CONPONVITS, PW 1A) 'jt•,,,,,,,Jdd 'r--1/4-Max. 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T r•a+:ra�rs� � t*`.� '`�GAN$r..' s ; r• 4:•••.S r1a'.s/st•nwc au; 9 No.44167 _ f� >JS}TAIEOF r �A aar ray oo4WiAnav OrNAVE sEcro,s: F 1 �Cy 11+ $¢ PCwi71—% tt t i I d s:Fl7Z c5 t .J„q2•ikih.Mn 6 RALI,/r.=P/CVlb'tG A110.0MI SEM.-Ir,CFI C£ /�/iryINJ/N''1 Ca i01IREa /,, A (y.YCPaTE Q / 7?'O.1ti CQVL 4FD IN AAY}KAY 10 SW AHI'Os5911AM4 cavcRt7r r ae rxwctcre ,, Prcwxan t / — }Ca•t fAPr-RQ:a T--C$ iCn rT(o? G1?ar.,RL a rw+-Gig?PtX-ar av � Am nau:r ru+tlruft j SCJ tont FLORIDA BUILDING CODE (Non High Yetaclly Hurrlctlne zone) SECRaFt B STUD sa wmr rta�Aewc1 rlarP trtnso, 0.050"8ERTHAALU�4INU14 Sr'ORM Pr9N£L l c (.2.25".D rt WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION .....,�, mt:all7 SECTION 1 sc«:a/a r SECTION 2A sauc:.va'. r �� /—�� EASTERN METAL SUPPLY, INC arc; I�E G Q rNC. a14:Ir+S7 Ftq,rS ae1$' rulrr rrsnIa a rrrGr,teak coH v -.1; nest r1 V, 17-096 0=a:lie u p ax.1*2w 6,WK n MI" Pm:,T.(....rPa'�J-sidi r,A+a t srj5,fa-,r7rs IMFE:OE£AM,Or S M?i O SMO VALID ALSO fOX tnszs,(Jd1:tl�-r1}J.rm r ,bfl-rslr q,... �oe'a wa m. tamrsys a°Anti r sA11 i wv-,,V,-Ir:sr•ILI.'mrt-SEcrxv 2 rmol EB_Gcaarr9 +� tAl's 1 1$LJ7 y.P,E 91117'.1 Dr 1� Ct ZN tic N/87 119 W,car "=OW 40"qv AACW.OS I Al 100 =r saa�l"A f.Arlc) as SOICMU FZ9 SPA��.O_ c- 1/4.0-20 1 1 4wir Pitt qDwPanErxce Ar Mr W/Nur a-6xwr# CAV-6%AU FWM SOW-56 W? "'o 12"0-C 4y rouRm=1112plor CO3C147r AW-W pm-'m .J."umic— LEO(OcAr7S4 VO =Or WALL f r Mrs fl/?/Ir Wuw W WOO N(ff 0 t7pw�,=i m c- —01 5FI-AW474 rO ansYLj aASS —01 5=5 W/7/? 114 0,70 Lec WC41*7 in 714' jr"w* ous 3X7 w III ol OR=1-4m BEDCK WALL pfoto�m D:;=ADR-rr. CLOCX'D ME-1 F4VW77 CALK�Af.ALL POPM SOLO-5V OP aCO a4w;WLC FAhURAIF P-20 1 s WrWL- so-WAr fv?1p�vm tI "g, wwg-aLf-A. "aco muxzl &,Xv o t=Wit/ CQX-lw:w am"VX/ 0 lxr� Miqf A�,fWrt re-ur PAIVAWFT A�,As A P.Aawn,.1c.011 C.", =sxm=f FM SFAo-.j Our S*cur fm pnoov Cm so-loAr MAI V=47 BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. 14.) SECTION 5 INSTALLATION SECTION 6 INSTALLATION SECTION 7 — SECTION 8 'r. o (ph I SVrYS U=Af AWISR5 MAY f3C 114O-20 54f nousFvD ear)y . T. SEPARAW?M t CLASS •�"r~Mrs 4167 H-140 VADOW CW W1 UJIM AS PM NVES A? 5.2 0-20 r J/4 PAT 5nol�r ON 00 NOSS WAS=15 WL'1/210.1/8*Tr ---D s",2 %c W 0 !/ cont - 1214�1� Vo • A/LEWN AS ADi f.MN A2& 52 1) IL it ��tOafglitttf 14TE fCK COM7fPW7011 Of=MVS wALvnQcw1cwl)a Alotraffic swx1r,Zvi ar AOROA BUILDING CODE {NaryHigh Vefoclwby- u n Zone) Cavan'W ri AW WAr ro stv Arri,oi.Awmwi C.-917 Mara H•., Do-50 ALUMINUM STORM PANE L.E (2-29"DEEP) FLOOR MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC 020 VIM/MAO Dem wat IL jJUD7,-J,15 17-096 SECTION 5A j/s- mur forom a vf=4ccvwu compAxr Lo-oxf;fo ],Vfffz 4 or F. -7' MAW CCAV= ap CwtoeW.&a"r vu ='cp_rx MOCK AAU POWED CO'CRIM&DaK 6=-9 AUOT QW.A'�AE I" 42 72*0-C WAII ff19WW , a;21 c.C. -AW.- WAYS F owl 06 ar'Ovr""' X'05.t' 01) 7- Cp 9 D 0 =oR 4OW-TS AL40r N49Z OR WM 'v 3 05--di, (7 C.�t A^ OA.0b0"J;Ia?_Mm "IZ(7 7 W�l Aum Mr SkAV 4!x4r "V17' a a I10-1114 a ew-)M Aucv "1440mv, AWX CASE A6ELajn CASE g (Eta !LASE 0 sc'tM 1/4'- 1- - ftan-) CASE D (Plan) 144M. 114 114' 1- M CLOSURES DETAILS MAXIMUM A.S.Q. DESIGN PRESSURE RATING (Sg.s.f. poluM ANIQ CORRESPONDWO MAXIMUM PANEL LENGTH 'I" OR CWXPM- Milo,f) &00(WAU SCHEDULE F 7 _QR A GIVEN PANEL SYSTEM RfamiTo AIVOW V�pwifx LsaH w sommur A-SA PaS$SNFtE`AMM cao_ *30.0, -J0.0 12'-11' t'jAww *30.0' -35.0 12'-11' 1 -4D.0 X -t40.0. -45.0 11'-2, 11'-2, 1'-2 • +4.5.0. -50.0 10'-7' ;0,-4* 10'-7" caw, CASE E (Plan) Mr *50.0. -55.0 101-01 9.-4 g pawso=v'm +15.0, -60.0 9-7' 81-61 9-7" ay da%Owr ftoc.� SECTION STUD WALL MIMqCDTYP. TOPIROTTON +60A -65.0 9'-Z' 7'-91 OR ALL rOWT 5"-VT (Ur MR VAWO) +65.0, -MO of�'�........... 8'-9" 7-2' 81-9, WALL YOU % AT&Q 11VSTALjA&8' +70.a -75-0 */*� 1 FLORIDA BUILDING CODE (Non High Velocity a Zone) =W—Al -9 i 406 * — — -- i I !*I am'aEnm ALumNum STOV PANEL Le +75,0' -80.01 SCA-Ir J/6'- 1' (2-25'DEEP) rOP"or EASTERN METAL SUPPLY, INC AM WN?mWJ FNla LVIOW IS X-0 o IL EC0111C. r I �r TEZFPV MANO CQMPAXr 7 asai'IL xw'7 V0,210711, mzne-iwo— 7-096 t, go'_ qi-82a rAT-(�"),W414716 I A '.t _.r..' Vuli" IAMR rL 7g Ur; At- F9 lh i or fl ff4rAW enVAMM+ lrN PRESS RATING Ofl-DW-0 MUM URF Av_sl J AND Cd _Ulf AJ)"CHO KAI A OWN ASA DLVN rata AW PWC moot &VW IA7*r,v?HAtlmw 1�kmdL mi?A 'A E.D. Lac AIT 6f MIWW A2 P" S84CING-SCHEQUIX FOR NSTALLATIONS 1A70 COXCREIT, AND COLG9= A9 -RU -LOCK ST CTUM • APPE44BIC TO W"Af AS,p APFtr---'E T AWIM& ra= cAl."t szxc_!rr =uaym up_mp Wmv!; czlr-v SOUD-W pMemsIX3 or w-cmp PMEL -A=Ilqr 'rlf iZWOC 4rff coug�mlloh Will to w ra 12 CF thst I Ia To to ' to to : m to to to 1 in to • m Mzv I*If* C�o lllffl� r. carvri RAON41 W.VM k=� 0.11C.Or kzcllvr caw-.nx ws-lwr drA=T mm (P-4) tcNpm gAwA4r cvv*dx�Wswir eolml- *k%� py wlrZmr Akksnl�pl cov"17 w=mr 1. - r1 - rz- lz- fr to- 12, Ia* Ir 12, W 81 fr 12- 02- f2- 12- 10 :12- 1.eeaa;MV) a' Ir"I 12. -Lz:--i__l* 12- W W 12- it j/r 6 1/2- 1.sr'(dormv) 10 12" 7T 12- 12, It-"I - 12- 72. IV 2.!;,(Mp) 12 .7, 9,pap) 51 t2* 1c Fo` IZ'_ 12- 12, . - IZ - Ij- - fZ' .t?112' 2 12, 6, 12 I 112' 12- Ir 11 112-1.6 1/2- 2(8017as1) fz- Ia. 2' fr. 1 6. 1. 'r+�, 12- 12- 12- JIV VZ* 24(SO"01* f2* 12' 12' 'd. 12- 12- It ?12­6 1/7- ZA C607 o+1) 12' - 12- 12, - 12. 3 It 4 Xw) 8*-C' #=4--ad W - Ie f/2"t as ?A' W 12'4 72- 12* s- 12* 12- !Ia F/a' j Idonw, 12* 1- I2* 12' it 112' C 5(pallau) Uss sr to. 12"' 19' re 1. Ir 12. 1212 112- 4 t6017WI cis It-- 12' d* 12, ;Z, 22. f2- II f12. e 112- 4(SOMM) 12'* 12- 12, (top) 12^ IR' If 112' - s(7tp) IZ' 12 12. 12- 1` jiff 1/2' s(607m11) 12, fe", ir 12, 5. 12' 12* If 1/7- 6 212' 5(WTMU) I;r 12' - i I. 6 470p; 10, 6(top) L2L 12' - 12- 1 0 6(Go r0m) 9 ; U. My 12' P) 7. to, (Bor-ow 12' 7(e0mv) 12 12- .2- 12' (2' e rw/Tvrcw) 12- r2' j 12- 12-_ W 12- IP, I(rop) &ILY TAPM ANVIORS a9 Alt POW SOW-SCr AUOWW FOR MOLWMG 50=1 9 12' 6' 12* 12- 12. j Iz- 12. • e(varrolu) NrCMR$SPACItig OMY VAUD MR ZAWC MA^ 1Z-­� 12- 12- 12- 12* t2* 12- - 12- 2. e(10P) o 5fr.VXCf 8&9 MR ANCH24S W&VACWC f2' e 12"i W 12- 6- - 12- 12* 12' 8 1/2' 2(boltaV) Faq pdrjuAlTays"To A=rpAvr&X=.W. tit' F�7,/2- 4, 12' 12. fr 6, 12' 2A Iwnw) MAMW4 ANCROR SAgCV40 APC WW FOR 3 112-EDGE WIAMC I FOR rs a tm Thcv j 1/2-.Rm" spAcwc ar -4ao .2- - 12' - j&4(ft t1) W"olv sclarme or THE f*u0WlIlr tit FACTGRS�(At^L 0.FW 0"-1911 A%Jf= OR r2- 12"', 12- 12. 1. W 02, 12, 1& f12 j(esuov) w-q- 6WMWrA IS 2 1/121,AND J 112- 50LO-UT ANCHM). OF NO, 12' r 12' S' 12. 12' Of, 12' 12- 12, 5(tb-) ACIlkst r a- 464 I'v IV 1,9- 12- 6' 6(laP) .75 .78 1.vo ro. 12. mw .71 _W a 7(0017MV 12- 4 pop/80 12 12 12 1.7* lop/80 .) FLORIDA BUILDING CODE (Non High Velocily Hurrtcona Zone) c2g11 rxf=V4 0,050-BERTHA ALUMINUM STOW PANEL L't (226'DEEP) rFA-v EASTERN METAL SUPPLY, INC 11LIE C 41 M C. 42W KW RCA=&yl.' O=r PALM&4;X,IL 4307 114c, 17-096 ihm 6 rr 14 Af NO AXIAWY A,5,D fms�t J AA`D AfAMjuV A jr�D. ME rdWacr SPAQVC SCHEDULE Oft- TALLATIOX5 INTO Q2hKRU-F,� A CONCRCTF, BLQCK STP=M0 � _ Z.'h y� FOP C 9. fl2* W-ACr4 fOR Z 0. 1/2- vj"--to"'I F*ay"= 0r W-ctp fAMCAK; C"-w R--�2.VWOBW Wr evmay. t lm�" "pr A7 'IV to to m m to to ?,ZV rz w 70 =mrm Acmw uksw�f cd0'vm;'mcawl, wzmpy o2'4%zriw-"ww cm tii - 12' tz 9- 12' J2 12' 12* 12' 7* to- 12, 4 2 W' 9' 12 22* 12* Iz, r2' 12, 12- z'-vop) 12- j, fZ* t to. 4. IZ' u Iz- 2 Morrm 1 5' 1; 72 JA 12, a- 12 72' lz* 5- ZA(comm) 2 ;s 12- 3 4(TOP) 49'--0- ItMo-404 p2- lz 12, 12- l7ap" 6�-o- flia-640 12- Aq 12. 1 1. I u- 12- 12- op to 12' 5- if 12- 4- 12- 19 112- 9- to f2' t2- 11. 12. 1. it 455,0, 12' 5, 12 12 f7lo,-mp '-o- 22' r4' 55 12' a Imp) 12- 12- • 12- 12- —6(Wmaw 12- 5- to, W 4' 10),-x- (To-'j (007mv) 1. 7. 7 I/r Jt' 7(00TWAO 12' 1, uop/wrmv) j2' 12' 12- 12' 12* 12, 12, 12 Ll- t 12- (j 112' (lop) I(lap) 3 IZ- F fi- I t/2-1 4- t. V*(WVCW) a to, J, 12, 12, 12- 7- 6 1,e(4mav) le't(aMP) f2 12, G 112 12- Ir e4. 7, 4- 12- 7- 6 112- 1/2' 2 fW70M) 3- ;? to, J* I —77;-—,. 7, 4v j1r�5 1/2' 2A(W170Y) a- 4- 2A(CO"OV) to, 4' ir a 4 Imp) -Aao J&4(7a-) 1 12, 6 F/�? it, 4- 171—�—e If* J, a- .7 1p-: i(Poll-am) -.191-01 7- 6 J(BOTMA0 >a*-.- 7 112* 4- 4(64,7mw 70 r /a* 1. It 112, 1 1/2• 4 fwmv) ICY it, 7 12 5(70p) 12* 6 112' 6 1,,V J 112 1(807TOV) _If, i 4' 9, 7 V7' 4- 5 -- i 6(top) 7 112': 6 6(50170a) 12 6 112-i 7 4- 7(o'777av) 4- 4' 12' 12' 12- is- 9 popl�s Ir 12- 3(TOP/Sonov)l A- —Q —j OW W=MrHa?,S OR AU Pi%liff SOW-=AlWgrD Mft 00WAVIG SCC710M A rWOR Nimqs at/bYAPP1!!'!BL£to 2KWC AAW;A?A:tfOrS E 0, sp/cm FLORIDA BUILDING CODE r(Nan High ValocilY one-Zone) ZArw-1 to", $ff 5P=7&8 FW ANCIOn ME&4RAPAX OTW VW&JAW10 090 A=M&- 0.050"BER 7HA UtJINUM STORM PANEL LIC IVI%era clug-W =.O-SEX Or UP-IMP awivcs (2.25'DEEP) &Agw= W"Af MOM VKVM AHE V-10 fa-.3 112-CXf OGMCF- J. .86 .75 .76 0.00 FOR E CF.an PW J 1/1,R-MCC MTHC-1 Or A"FRMiG SWAW 1010"CH 50�9=f OY WX MUOJn'?V EASTERN METAL SUPPLY, INC to r merm. LLW 2 112- /T L-rE C-0 -, 42W RM FID40=T AvileLVA37 a 2 1,12'AND 3 W'fW SCUD-=AN APPLOW ASMFAIM vwl�.FL 11-07 fo F).--apbuivi TO of wzc pmxiv SpAayas Rmp 0 FFau Tfsph"It rHv"fcmr-v coccup"T . a2cr 17-096 2' I7 sa: rActaps sma Acr navir vv spAcwas Las 7tM J-ral A44 wmm(DrCW .......... f<-5'FOR RW n&VMAMTAS00,M a-CW5719 W—A"- AO�; 16149+XEX T at fa 1/' mar- w 114"Max Ct* (RE SaLW�)- 1-4 L PXRM 3 cW-L callcnur C-c SECTION B—B SCALE; 1/8'- I' Ar-5E-AF4rVl 01 — .16B/7 148/6, 14A/6, SLASS (T)—, Sll� 15,16A/7 r ro&AS$ UUr NOER rCHED CA CORN0 SMEIVALte BaM 60170M AS SHOWY. SEE 0,-Wa 217, —0 a7A.217- 2115. "" 6 OLE-) W1 710'0 JIJZ'— M0 F&T 0 F2'0.r- T- B INTERMLY Rnf0vAXf` ew �C6 '�w )V/ vs 510910 80Lr5 J- (SEC LETWLS 217 Z/14) CONNECIED TOrtev ti 5le-0 HaES A7 51 OX ecPALL .W,4,?z 6451011111 AT PCA, CMA:Fxm OR CO-Ma Y 12 '-7o, IQ Svr'l'Atx six;,.Oftr B/6 01?G Wfe-Wt �14 14A/6, rser zcwzita ' 5.1 6B/7 15,16A/7 Max I min- FAMTD SECTION 10A S£CT/ON 109 1NLFY1Q—RLY REMOVABLE STORM PANEL W AF RVR W. PART ALL MOUNTING MLSTALLATIONS PARTIAL ELEVATION ESVON.S I 1L No.44167 # 16LSTALLAU—OMZ VALIQ FOR 84Y&SMUS-1-D J0114TL WITH INTERIORLY REMOVABLE PANELS CY' FLORIDA BUILDING (Non High Velocity Hurrleane Zone) wall rurca� 0.0501BERTt q ALUMINUM STORM PANEL C&.jw m EASTERN METAL SUPPLY, INC IL ECO,m., a-17D I* our P"lVat IL "-97 -096 fAr.I'l0l;641-,;"d 17 IIA&A=0710-4 4 14 c A. ' rur.k Ar 7 9 CDC$=Afxx. AAChCA. -F 0, r- ME S*f=V(t i w sn�-r I% 11 -r-D. pcupm vafsrn c*4cft-Tr pwftm CrIlivEllm a - LQ- 'qrcx= ED- 11 7 c4mf, -I'Me, 'ZPAAAMV aAn Ao, -1 Olt WAR4270 f to cvss 5cpApA=i- TO GL455 w1w nur 0 rv-qr 51" 0 lz*a c An 24 W 0 of c IW.V rant sTRr 5w j 710'0 j1jr MNG Alu-,0— ;cl -i POURM CaxRvr f SVD Ir NVEAqm WIfT or ED",or I COMPM -t D. KUM=4"-VT SOO if PEOW-1v / ca,MP.rT A'4KRS /r-Oupw WNCFETZ colleRm w4Ftar.- (5u-xf£Gw 71 FWT= :wxp--rr A?,VCRS PIvwftr iw4womr FAM(:Dwl- CONV-x7Z (mac--04�mc SECTION 11 A WEWALK RftmA�w"Tox 2; can"Irm TO vr Raw s/8-0 Amm SEWTION 12 cavau-ir FZWOamr;,*aOw/- "06 61 dct r QffL AT imAR'y' 7la-Po4luz.two lw -SjEC-TION 12A WG & FLOOR MOUNTING INSTALLATION5 mat 9 CVM SZLIWAIX WL7. =w cats arr"Eft Z) SECTIONS 11 -070 ft ZV4*0 '��U 15 CEILING & FLOOR MOUNTING /At ALLAVO W4a AT -0 FASIVOW S"f.J/d, SL Ar RVUl 117 714 J2rV4*l, 114=20 1--1.=M4LK=M ILI" 8-1 rhlkv Net Ica 0 61 ar.- RDM n"Moar a V-,� INSTALLATIONS YALIQ FOR PANELS(D Ua JOIN WlTd INN&IORLY REMOZARLE FLORIDA BUILDING CODE (Nor. H;-qh Volo4jly HLrrrlcone Zone) 0.050"BERTHA PANEL La UL ,�� l I/-�- - EASTERN METAL SUPPLY, INC "/Ozog/ral 01,5=0ti" ....... JIL hE C 0 4ZO AM tM=OhS 1JOTr FOR COVEP(AWY KEST PAW waw FL D-71 17-D95 FSTAUAT70H IX I/A5rf =1,1�%1*A' SECWiS CAff IX p?4Vt,(MijM-420,rA&(14?Mt-015 ly. to 4 67 ,C A"�UWIW t=,Wlx SIDEULK 80 'To Wr AWY M ULM WN Y A '�S s2�111 ' ��r' r�ramron+s tav ca, ,� ' A CONGft a BLOCK MUCTUW asaC4+' .Nc4^a.Nf..` S-vR1+c+Slvc a-Sffr. ire w,+ry MM Am".ww" AACS-rfrr]C. ZMNS A4fr 4R.-e TGS.rT C Vllf! Aw-w L3 -va"m PM ID SS DOW, 6R'.P]QKNq• fL1�1'Ql7 .UA.f7 -r.—. D(5IXY 7 CJ37�'t. 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FA4 N£IY 1;'�`D FRAATE Cr3e'•(ST,91K7)Otf_1.1[700 u£uH£PS,•rf D£SOtfr7L'7fft 8 �- 1N ALAR OF AA!sl PETE No..7, W/SPZWC D&WTY CF 0.95 OR£OVAL, VW?=171W d CNONEMNG CANPANY kEST r..AN ACam,Ti.J7iAT J7-098 arrAtL sT-om g 1 u a.. a» Imo.wp.:& n f e. r '(a:�2av eget rrr:(seTlr+r-1715 4T DEwA r 8DL'TS O VAB F N .x.++''�D Lc,,r. ,r,wun-Ivl .n.w �.rn. �r e.... aor+n+w nn 4�irrr.,'o,re l� REll2LE 8d a rcc•m SME T•.1, wALT£R A.f3tTt k P-c ao r;.o.r Lea s SXTtt rf Lu It FLGt?25f t2 44 rel SCIS Home • Log.In User Registration ` Hot Topics Submit surcharge Scats et Facts Publications i Contact Us 1 SCIS Site Map i Links .Search i pr - USER:Public al �,• U58R:Bublit User prdain+•hdrv+rnuni Mnm+>Pmiturt pr l+i,nl{r limi Soillin>&&aiinn LLq i Application Detail FL# FL11968-R4 AAs>>u Ai Application Type, Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (860)432-2204 lrodriguez@easternrijetil.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Add ress/Phone/Ernaii Quality Assurance Representative Address/Phone%Emall 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 Nanie 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, rO Validation Checklist-Hardcopy Received Certificateofdridependehce rl1 q �{ 4)I FACPCRNMGI�4`IIARIY 1N (�RAWiNFtt9.OgR CMnE=IQN-QEJW-EREND,ENC?:PClk� FLlt�lfi�? i1d Cf11 FA8IFRN M7A1.fiIIPPLy,iNC (�RAWINZ:i7• Q�5 CFRTICAT1CaN f1P INf1FPFNf)1=NCF EDF Fj jgfiR Rd tr11 ASTERN M TAI UPPIY IN llBAW1N,G 1 --QRL CERTIFICATION CI INUMMDERMED EU 1968 M Cal cnerecon,Ne.rn, ei tnnl 0q ��tFICA7'itaN QF INhP'N CNrr:.-1� 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 j ,llgfi8 R4.F.IUILL�Aerr-RN METALS IPP Y tN.0 �JttAW1NP i%' QQ5j SFR Fj 1�A6,ftN F PFi W N Tia 1 .gfi ANPa_A fM E MA PDF FL+1968 R4 Ludy EASTERN METAL SUPPLY INC, DRMNAJXs '028 LETTER OF EQUIVALENCE SSTD'12AR AND ASPM E•12n6 -M div ASUI ,rjETAI SUPPiY'iNC f1RAWING 1p• 0% LETTER EQtJIVAI.ENCFBETWEEN SSTD 12-99'6ND ASTM E j99(.PDF FL11968 R4 Eauiv F.ASrERN METALS iPPLY2c iNC, DRAWING 1'7-0!14_ LMER EQUIVALENT BETWEEN SEED 12.99 AND AS M @-t226,ndf Sections from kfe'Gode Product Approval Method Method 1 OptionD Date Submitted 69/20/2017 Date Validated 10/28/2017 Date Pending FRC Approval 30/29/2017 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 FI 11Q6$ 124 II EASiFRN MFTAL SLIP21 Y2C INC BR WINO Approved for use outside HVHZ:Yes 17 t)94 0.040 BERTWA ALjjM{NUM STQRM PAN..1 & .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.forsections 1,31-4-1 6,7,8, E61i9GR_R4 AF t g$ RN tdE"iAt.SLiPPLV? INC, dRAWtNf', 8.A,9-and-11.See-sheet 10.of installation drawing for other FVALU6jlQbj QEWRLpdf spans and pressures.-Valid only for wind zones 1,2>?<3 as Created by Independent Third Party:Yes defined by,ASTM`E71996. 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-096 Limits'of Use Installation Instructions Approved for use In HVHZ:No �j i tQpRt EARN MEYAI SUt3PtY:,�jVP, ��e�W N Approved for use outside HVHZ:Yes 13 02f 0 050 BERThtA.At i1132NI1M 4Yf1RN't1AN_,,,F7;.PE+F Impaet'Resistant Yes Verified By:American"Gest Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third.Party:Yes Other:Large'Missiie.Max.span is 12'-11"for+30,-30 p.s.f.. Evaluation Reports and 8'-2"for+7%-80 p.s.f.for mountings without"h" 652 R4 AF'FASTF �7PYAl 4tifapl Y,tNP.. DRAWING ,header.See sheet=s of Insfallation'drawing for other spans #7-flati_PR0�11ieL 9i'_ V1U t11 N RE Pf1Rf,PDP and pressures.Valid only for wind zones 1,2&37as defined by Created by IndependentThlyd Party:Yes ASTM E-1996. 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 Numbe,r'17-095 Limits of Use. Installation Instructions Approved for use in HVHZ:No ELU968 R4 I� EATRN h�(I A tP> ISN�f I�l1WiNe Approved;for use outslde HVHZ:Yes. IL A,F C"V11NO 4PRTMA WAZ R`P.RM Impact Resistant.,Yes pANFL;APIF 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+70j. 80 p.s.f,for•paneis mounted without"H" Evaluation Reports . . header.See'sheet 4 of installation drawing for other spans Fla 1268-R4 AE EASTERNIFTAL SUPPI Y.iNP, MAWINt and,pressures.Valid only for wind zones 1,2&'3 as defined by 17I0R5_P_=UCLEV=AjlQN REPORT.PDF ASTM E-1996. Created by Independent Third Party Yes, 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approvedforuse in HVHZ:No FLiiiDBR' R4 It EASTERN MFTB SUpPtY INC nRAW1NP Approved`for use outside HVHZ:Yes 17=02R CLEAR BERTH&STORM-PANEL2,2.pi ta�P 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 s t t i26R_A_4_AF FAST@RN MPTnI_SIIPPI Nf'. DRAW1Nla sheet.3 of installation drawings for other spans and pressures I7 q28 p8t�j�Ll�f OF FVAtUTinI�LQt�Y MValid only for wind zones 1,2&9 as defined by ASTM E-1996. Created by Independent Third Party:Yes ilaCk Nasl Contact Us::2601 Blair Stone Road.Talinhasdec+Ft 32399 Phone:850-487-1824 The State of Flwida is an AA/.EEO employer.Coovrinhr 2007-2013 State of Florida.::Privacy Statement::Ace@s NIRv Statement-:!Refund 5tatement Under Florida law,email addresses are pub8c records.If you do not wantyour e-mail address released In response to a public-records request,do not send electronic rnall to this entity..Instead,contact the office by phone'or by traditional mail.-If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275(1), Florlda�Statute%effective October 1,2012,:licensees licensed under;Chapter 455,F.S.must provide the Department with an email address if they have one.The emafts 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 Departmentwith an email address which can be made available to the public..To-determine if you-are.a licensee under Chapter 455,F.S.,please dick dere. Product Approval Acceptst in RM ER Credit Card safe GENERAL NOTES; I.STORM PANEL SHOWN ON THIS PRODUCT EvALATTON DOCUMENT(P.E.D.)INS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE (B) TO EXISTING CONCRETE BLOCK WALL:ASTM 0-90 THIS STORM PANEL SYSTEM SHALL M BE INSTALLED AT MGH VELOCITY HURRICANE ZONES(MAMA-DADE/BROWARD COUNTY). -1/4'0 TAPCON ANCHORS MANUFACTURED BY LT.W.BURDD(. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MFJ✓lIONID CODE, -1/4'0 X 7/8' CALK-IN ANCHORS OR ELCO MALE&FEMALE PANELMATE'MUROACNRED BY POWER FASTENERS,INC. FOR A WINO SPEED AS REQUIRED BY THE JURISDICTIAND WHERE THESE SHUTTERS WILL BE INSTALLED ANAND£DCO CONSTRUCTION PRODUCTS,RESPECTIVELY. FOR A DIRECTIONALITY FACTOR Kds0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FETC AND SHALL -1/4'0 X 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL Po/NTS SCREW,BOLT&SPECIALTY COMPANY. NOT EXCEED THE MAXIMUM(ASO.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4&5. NOTES.- IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.1)MINIMUM EMBEDMENT OF TAPoON ANCHORS AND£DCO PANELMATES INTO THE CONCRETE BLOCK UNIT SHALL BE SHALL BE FIRST REDUCED 70 ASD.DESIGN WIND LOADS BY NULRPLYING THEM BY 0.6 IN ORDER TO 1 1/4' TO COMPARE THESE W/MAX.(ASO) DESIGN PRESSURE PA77NGS INDICATED ON SHEETS 4&5. 8.2)7/8'CALK-IN ANCHORS AND 3/4'SOLID SET ANCHORS SHALL BE ENTOULY EMBEDDED INTO THE CONCRETE BLOCK STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED/N ACCORDANCE WITH SECTION 1609.12 OF UNI.NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. THE ABOVE MENTIONED CODE AS PER AR REPORT `01!0.07-O/AND/O70J.01-07,PER IMPACT TESTING EoutvAL£NT N.7 AND 0-MI SCREWS USED SHALL BE 7 I/2'LONG N/N/NUN SHOULD STUCCO EXIST, ASM E-1996 STANDARD&ASTM E JJO-02 STANDARD,LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1,2&J AS DEFINED AND 1'rHAr N FOR WALLS WITH NO STUCCO. BY ASM E-1996 STANDARD. 6.3)IN CASE 17A!PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON ME EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE ' 2 CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYCARBONATE SOURCES WITH THEIR BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES/N B 1)&8.2)ABOVE. CORRESPONDING MODEL NUMBER: (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S GENERAL ELECTRIC PLASTICS LEXAN 103 MANUFACTURER. DOWN CHEMICAL CALIBRE JO2 V-6 7.PANEL MAY ALSO BE INSTALLED HOR/ZONTAL(Y FOLLOWING INSIAGATION DETAILS SHOWN ON SECTIONS!THRU S.SHEET J CAVESTRO,LLC. MAKROLON POLYCARBONATE SHEETS OF S B STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE S70RED AND PROPERLY MAINTAINED. MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS.• 9,/T SHALL BE THE RESPONSIBILITY OF THE COMRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT BE ATTACHED INSURE PROPER ANCHORAGE. PHYSICAL• SPECIFIC GRAVITY ASTM D792 1.20 C CC 10.SHUIIER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT S70RN PANEL SHUTTER IN / ACCORDANCE WITH SECTION 1709.9.J OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. MECHANICAL: LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. TENS/LE YIELD SIRENCM ASM O638 8,700 p..i. 11.THE INSTALLATION CONTRACTOR IS TO SEAVC4ULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN/N CONTINUOUS CONTACT FLEXURAL STRENGTH AT YIELD ASTM 0790 12,500 p.s.i. YAM THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACXS ALL AROUND FULL LENGTH. FLEXURAL MODULUS ASM 0790 340,000 p.9.i. 12•STLMN PANEL INSTALLATION SHALL COMPLY WITH SPECS IND/CA7M IN THIS DP41WNG PLUS ANY BUILDING AND ZOMNC IMPACT, REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. NOTCHED IZOD ASM 0256 18 FT-/b/7II I.Y. (A)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC FIRE BURNING CHARACTERISTICS: PROJECT,LE.WHERE THE SNE CONDITIONS DEVIATE FROM THE P.ED. SMOKE DENSITY ASM D284J 75(MAX) (B)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS RATE OF BURNING ASM D6J5 C-I CLASS(MAX) PRODUCT BASED ON THIS P.EO.PROVIDED HE/SHE DOES NOT DEmTE FROM THE COND/TTONS DETAILED ON THIS SELF IGNITION ASM D1929 650'F DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE COVOACNRS RESPONSOLITY, (C)THIS P,E.D. WILL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS. J.ALL ALUM/NUM EXTRUSIONS SHALL BE ALUM/NUM ASSOCVIRON 6063-76 ALLOY&TEMPER. (D)SITE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA RECISIER£0 ENO/NEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AES!SERIES OR CORROSION RESISTANT COATED CARBON STEL AS PER DIN RED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PED.ENGYNEER,SHALL SUBMIT TO DOS 50016 W/50 KSI YIELD STRENGTH AND 90 KSI TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE LATTER THE SITE SPECIFIC DR41MGS FOR RENEW. SECTION 2411.3.3.4. (E)THIS P.E.O SHALL BER THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD 5.BOLTS TO BE ASM A 307,GALVANIZED OR AM 304 SERIES STAINLESS STEEL,WITH 36 KSI MIN.OELO STRENGTH. THAT PREPARED IT. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS'SEE SHEET 2 OF 5 FOR APPLICATIONS. (A)70 EXISTING POURED CONCRETE MIN.FC-J KSI -1/4'0 TAPCON ANCHORS MANUFACTURED BY LT.W.BU/LDEX THIS DRAWING SHALL ONLY BE USED TO A/ND•EL X 76oN5�-ION ANCHORS$RESPECTIVELYMALE&FEMALE PANELAWT£ MANUFACTURED BY POWERS FASTENERS,INC j11'Lptl �i�yy OBTAIN PERMITS IN THE STATE OF FLOMOA -1/4'0 X J/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT It SPECIALTY COMPANY. NO /ALALIA EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS S I J/4'AND FOR ELG17 PANELMA7E5 IS 7 3/4' � No 44 t FLORIDA BUILDING CODE(Non High V°Toe/ly Hu,,I..n0 Zone) F O� +ez CLEAR BERTHA STORM PANEL HnW er A2)7/8'CALK-IN ANCHORS AND 3/4'SOLID SET ANCHORS SFALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. '* 225'DEEP EG NO EMBEDMENT INTO STUCCO SHAG.BE PERMITTED. /7%1 1/4'0-20 SCREIVS USED SHALL BE 1 I/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I'MINIMUM FOR WALLS F 07 T WITH NO STUCCO. /G - 7 ORl ! E C O LTLc. EASTERN METAL SUPPLY, INC aR AJ)IN CASE THAT PRECAST SIGN&PREC45T CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR. / \ Aar waT a0W5° 17-098 S` mmr&-DYNNO coNPANr 0csr aIM oeioc n xTwT ANCHORS SNAIL 8E LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS �QNA L+q� ,n • INDICATED ON NOTES A7)&AL)ABOVE iii%/iN FFI � ®-pW6)19 6ALTER A I6L/I A.P.E N'u W(il) OF! noamA Tic. N16) 15.IT0" 9.120' r��roMRcrC awrca!(!u so®1ta7�,.� 12.000' �E000-� •I r-1.500' 1.500' 1.500' 4.500' x1.500 �1.500'l ' 1.500' 1.500' r �arw I h \ ry 00.3 IW 101L/dNC[ I �-6100•S 109 10[lR4XY zl2s'J L2.125' ae>s 01 CLEAR PANEL (R HALF CLEAR PANEL D.120' 24.000' FI-500' 4.500' 1.5004.500' 1.500' 4.500' 1.500'1.500' 1.500' _ I N 77 I-J•a LOhYRflL A11VIOR!(3(£SO2MACJ�J'� STORM PANEL TYPICAL ELEVATION N.I.S. 100'5 10;iCl!lR.t� 2.125- 1875----J-2.125' 1 .1875- 1 2.125'--j—.1875-2.125•= 2.125•= r'/' '/'•0vi'�� �J DOUBLE WIDE CLEAR PANEL . - SES A-A ,�. �RR ��Irr� I .r,.•6L� rm�i .lee. .lea•I-B;�q �.1a0' � 9 1,4• �^' °•I- A z T— �5 _ e la a Gl _ - • � _ Rte. � � � e�• q_ ta�1,Qa R. �� � �"a jtUO.9ai L .09J• 1.9301- len• 2Q 3"ANGLE BUILD OUT G j,1-8" B. ® F" TRACK ANGLE a> w! BRACKET F" TRACK Q5 REVERSED "F"ANGLE © MINI WALL 1.75 x0.632" DETAIL r:aae r��aT TRACK ANGLE WITH STUD "'a^"•" " I / ' 1j1� A'nLOWPONENTS 5 :�:;.;�° ,.:. ,�J'y�P.•'\10EN f•� Com• 3/8" _ ]" 441 t FLORIDA BUILDING CODE(Non Hlgh Veloclly Hurd—Zone) { * *�oaon nma ee CLEAR BERTHA STORM PANEL mum e 225-DEEP LG VA LIE ASTERN METAL SUPPLY, INC 07wm 07 2x5"(MAX)xt/8" ® KEY HOLE AT PANEL 09 XEY HOLE SHERORIO L E C O INC.1 NG. 47Qa ms ae r ANGLE W/TH STUD d«> a S8/ONA� y MnNa&clmlxseeev"couv ur rc9 vaw soot ,v,e, 17-098 •�riri/da "':m'�,�I>a:"vn,rmwl�is _ eua fro- ®-0OOeli9 P,[1/AA]Alli 9.ff 0.0Ri➢t Uc 44167 B cont r 1".p➢Yp' �-Rs oR a.1ERR(IN \ ma/BUROEr nPNNi Inr IX rAPCWLt Av1 O[1SAr mm O RK'e4NrE O®w/I!!�o-To \ PBIaERS vASRTID.0 mr/BVaOFX rAPCONS BN PowExs vAsnxum rALx-Drs rr a c spicaran sotwAllr Boer oR o(a7 n/Q� rrn- Lw�¢ ( roRA OR ELCO rIXlRal PMADiNFE ro A w/I/�•o-apIRU591(AD W.Cr. L a (sEE saRDUI£FDR vPo ). ars (SEE SLpLEDUX FD.4 VA ). Off salEaaE FDR SPALR/C). a Cont. �m r". r• I o< \ I Asap• REDUWEO, PouRm PwxEa L a E a I CNREE I E I REOaAEO REOVIREB I POURED /1 1/Ib-10.J • , 1 •� \�`{`\\\ I '® LVATK£TC Bars w/7/8•. I 1/11-]0.1• I ,® I 1 O 1Z• u S Sn5 W/ StPlpa I SrPYallaa pWC NUr ron�EMt I I•Yin I ela•o.0 to 615 ($SL7RNR£f Ll.Sf SOa01pf) CIAa r•IV I Ew 1/Ib-70.1" I to I f3[E SO¢IXAE) SSY S W/ I R l/B I "L.vu- IMG I �r Ola"uc I G'aYCRE1E I —01 a • cOhCRE1t I SMS I ) v 1 •® prr comnErE-/ oR BLOCK WAU •\ I REOUIRmL L 0. I W ROCEOU(.D --01 J/J1"NNC NUr lW `° \ I I O!z•ne I L�t0C1�r17 r I 7 nt. Tapp REDUIRED CALK-INs a4 ELCO IFXrMI'1 Ina/BNLOEK GPCarS I \\\ Jro• -PANOWIEO�W/1llb-a0 a gHRgp \ •Opp• SOEIP114 Bar OR W t / rEX1ALW R1NnAt12 I L'a.�ETE \ (SEF SLN£DIRf FaR ) J Cont. w/r/1•A-a01RV5Sl[AD Bar. / (sEE sCNEDVL£ a LbnL apo FEaRREO E.n NEE SGIEDVLE Fm SVAw,cA PUR sFwpwA mr/BtnDG'dPaxvs oR c a \ vowERs vARtErexc rur-INs WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (D. Ma (sEE scxmuE FRP svacWc. SECTION 1 SECTION 2 BUILD OUT INSTALLATION CE/LING &' FLOOR MOUNTING INSTALLATION SECTION 3 SECTION 4 • mv/eurtcer aPCDNs oR E n—� POWDIS rASiENWC OVK-86 POURED LONCREIE (SEE SCNEOVLE foR SF'ACOIG �I I �T RM-E. ILw!� A• �� �8 ,.V'•�.O NI l C"P uc. I ) .�' SIDE WALK Bats ME J�.�•orwJ//Ja"IMCK ���CV'"`GENS•''••�� HFAO WCAW SCREW�/LfhOM NOTE FDR CDYBLWINAY OF SECnaNs: ;r y �• t i•—u. AS PER NOM"a as(sNEEf 1) No.44167 1 SEPAKIIION ro pµa W wKMU GW l/nOCR/CUOUNWG SECROn BE EK51A0 CUiS (SEE svaaaD NILS "I.I/8T6Uf cONBWED!N ANr mt to salt ANY LNsrALLAwN. As PER NOES A2 a fl1(SILEET I) srB H.w l0 n / f• �1 wuD 0 I Er A or a) '"�uiiurirFrLr KIFrp111E fEG LOG II _ / FLORIDA BUILDING CODE(Non High Velocity Hu cons Zone) P01F`�0 REED '' I 'I1I'•L n INSTALLATION DETAILS nmr]ama we CLEAR BERTHA STORM PANEL Rw/BVeDEK rAxaLs aR � SCALE: 3/8"= 1- las'DEEP Le - MME C O,x e. EASTERN METAL SUPPLY, INC u< CEILING A FLOOR MOUNTING INSTALLATION 4m- SECTION 5 nor r—o a ExaxEERWp co— WEST v--K n sra] 17-098 A.r( ern-iiiA fmLY1 IVYrw pRAepW M [B-OW61r9 61CIFR A IQ Ur 41 P.E yf[EJ J N S nneal Lx. uler MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) WITH CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ft) AND CORRESPONDING ANCHOR SPACING "S" (In) SCHEDULE1 OR cohrAm MOD' y FOR INSTALLATIONS IN CONCRETE CONCRETE BLOCK AND WOOD FRAME STRUCTURES L,•J oBOR LUr RME vAwEs O O M Z �' 4 LRn COM"lt£IE ANCNOI6' 4 ORO pR©apO ILAA99„I Asa N1. InA:RI A.00n.aRaws r ml., a n•a" PR06 wE .wr aslw•Lu>x,�,. ..(mrl 1 Lm^/aoRzovi e e :rf0.LL°�•P) 1 ,® OR Roo p aAms(A,.LJ srtwu vwn ucn"1•I(rp,+1 +210,-2&0 10•-0• 7• 12• 12• ,6 Jlos-xr.oR \ 606J- AtLm 2500- +2a0,-300 9'-B' 7• 12' 12• Canl Mnr.AALfE LGn L +Jao.-.uo 6•-1r 7• 12- 12- CASE A (Plan) a J�� Lr +150,-400 8'-1' 7 12' rr 1 PWALD CONCBEfE ~T• JIM-Ni1 OR3• •40.0.-410 7'-If" 7' 12' !1• OR L 1>ALL �� .2 24'0.G� LwE Ahm ANLf£. zsoo' a a +410,-s0.0 7'-6• ]• Iz• Iz' LOACREIEANCIIDR6 500 O• CASE B (Plan) 0 n'ac; urn. +50.a-550 T-Y 7• 12' 17- +55.0.-60A 6'-10- 7' 12' 12' 1.000• v L ALIFR,WIE lE0 LOCAnON PoUREO a7MfRErz OR ODWRL SLOCA' +6Qa-65.0 ]' 17' 12• 2•+2•+0.11'10 IYALL RE016YLa 2',5'+.055'Cm1. /uv Ann+.usLe aR +65.0.-700 6'-J' l• 11' I2• 080'!105-HIN SWAT �I"Ro � OETAL Ad+m,ow PLArc.. \E0D)\� +70.0,-750 5'-10• 7- 12• 12' X-aa mtT +75.0,-80.0 5'-6' ]- 12' 17' ,® � +80.0,-810 5•-2• 7• 12- 12- CASE C (Plan) 1 +810,-9a0 4'-11' ]' 12' 12' ,® +90.0,-910 0'-B' >' 11' IZ' 2'+J',.09J'J105x-1408 , CASE E (Plan) _ 606J-I8 ALLOY Cwl.Alum.AN4E NRx ANCxaR9 O 12'a G +950,-TORO I'-5' ]' 13' I2• 1.000' SrAlE'1/4'.1' r/4•GN ppp- +I0a0•-Iw.O 4'-2' ]' 13' r2' +IOSO,-1x).0 4'-0- 1 ® � END CLOSURES DETAILS •M'n.PANEL LENGTH IS J'-0' Rcomw. SCALE: 114. ANLIfORS LELENO 'LLWNUN AACN0.4 SP.1L'PGS ARE VALID Tao MOTORS ANLxaR !1/1•EDGE 06LVA'G 10.4 E 0.fEiS THAN J 1/1;REDUCE ARCINR SFACOIC m III/>rr//A4 NULIW.YelG SPAEAND SrgIM Ox SCHFOULE m SPAC0.L CASE D (Plan) d1 FOR INS OF'ERAIAN AwIsm817 AS,ae,9uumvoi0 v�k 71 rr� zs 11y�PS�VCE 6E LEss nun'Ilablllal S-V—,10"OR ti FLORIDA BUILDING CODE(Non Hlgh Velocity Hurricane Zone) EACH ARCHOR TYPE AT AM]I0R5 LEOENa o.44167 CLEAR BERTHA STORM PANEL RruNN ae rAC10R aCIaA[E D. *� 225'DEEP I.c PA I/ET -� /��s��•� STATE ff R7/2e/17 J' .B6 .]! L =�m�:'• ORIDP�`• 1Pn EASTERN METAL SUPPLY INC wrz IL ECOIw�. 2112' .]I .s0 �'.ss)DNAL�� .;;lr[snxC Cr[NWNEERINo COUPAm xes�vAerAun.J.xoT T7-098 3• rruJ'n1—+w:bi ren-lvi O.yp0y0 ny La-0006)19 "ILRR A—1"I.P.E + w rLORN1 Nc. 4416) SNLIT I O!S 114 o-z1 nco mde/female MU00 llLlpfR BOoa(aAOER PANEL(GIE a 6•nc IY/ WOHFAOER 4'. B• FA1410.a m' fA I)/B'16h PLM'IRAm]rl OR R SM a /11 ss Mx B7lSMR r !Hero-za nm mu./�oro s� r/rro-2B aro mnf./iemm.rwcwar xsw Iwoo screws w/ PNIUbux O 6•ac W/ ra EMM rv+m Br 1 r/z•L6,.vrxErvamw a e•nc. r 7/e•a PEA'ETRATAIN OR RfVsRW o fNGIHm+ O 12•an.W/I)/9•Mn P1HEmArmu / /14 ss 1 WA9HER m 4�rr 6 Conf. 'HFAO Baan SCM1Y3 W/ /II,1 3/1•SS NIX IYASMn I I/3'Nin PFMTRAPO/l O B•ac. NFAO Baca SmElrs Ir/1 1/2'ua PLHEIR1nm O 6'ac aa %.Om j �"2 O 3EY '4N0 O 2000 a• un I i n"vw[wsr Nin. 2 Cme. I 1 4m5 I -,r coN. I 1 ® I 1•® lwus M i��� 1. /.1"e 1, 1 1. ® eacrs w/)/e•: 1•u;,� I 1.u� I 3/3T•Bam xur I 3/32•wea n+1r I ~Tomrnw I u,,. �ro%mc 1 0 1a•nn 1 0 1r wAn I 1MHLL1 wAss I r•un (gE xaTcs anon I `_srvA/urmv WALL MOUNTING INSTALLATION BUILD OUT lNSTALLATlON 4aueinav j PA"Li HGP I ALTERNATIVE 2 ALTERNATIVE 4 1O I rsEE��enolYi 1.W. "T- 114'0-20 I 1. Vero-2o.1• I �ro I Guns r/1 o-2a sp• ro 7/e If1xC x�ur I 1/41-20:3/r• I -'�- �pz w mires TY 1/rro-ai nro mav7—.P.weuw o rz•nn mm W/7/6•, I o 12'. wEo. 0 1z•ac H/1 7/e•ua PD+ErRAno11 I I.® 3�z-Bron"v agar ami °m @ 5 Ar uamorH o<vurt. EQ., � I / 1� I (Aa eBasr AuowmJ caa. tb I i 3• 1 3 Cbnt. 1 Ii1 PEM,R,r; aR 1iro-IB nm mm./r.,,m1, /11 ss 11Ex rvawm vAxELeterE a s•nn W /11.1 3/v ss MK w vrR flF/D Waco sm-w/ 1 7/B•Min vExerRAmw m xuo Baso ssROrs W/1 1/3'ua 1 1/2'un PENEIRAmW/0 6•nn /r1 ss rrOr�Lsrt4n vExerRATlav o e•aG _WALL MOUNTING (D. M.) O IBOMBM OF P AIE / ffAD Baca 4TRkH4 W/ ALTERNATIVE 1 '1 r'uEmw CEILING A FLOOR MOUNTING INSTALLATION ALTERNATIVE 6 WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION ALTERNATIVE 3 ALTERNATIVE 5 NOTE FOR COMRINAPON OF SECPON: WALL MOUNPNG SECPONS CAN RE CGUMM INSTALLATION DETAILS- ON EXISTING WOOD BUILDINGS IN ANY WAY TO SWr ANY INSTALWI/ON. p SCALE. I,��Arnt NO al t = FLORIDA BUILDING CODE(Non High Veloc ly Hurricane Zone) 1.INSTALWON ARE ONLY VAUD FOR MAK ASO.DEWN PRESSURE 2 N0.4416 azov mnm ac CLEAR BERTHA STORM PANEL ov a,ar RATING AND PAA'EL'S L LENGTHS AS PER SCHEDULE SHOWN ON SHEETS 4 OF 5. 1 * 225'DEEP W/ze/17 2 fOR WOOD fRANE L'ONSTRUCPON:8900 NEdfBERS TD BEOF ! �. EASTERN METAL SUPPLY, INC n1r SOUMMY PINE N.2.V//SPEWX DENSITY GF 0.55 OR EQU4. � ��� Q�,.• t '� ECO 1 N C. 1 0A�0•• Ilee MSr> aeK N�� rxeiHrrBlHa caurAHr wEsr eau soot n 17-098 '•uAi�ireN.1� cel aooeil4 "' Tel naaml u<.A TAllr i.u16, R v SIRR 4 OT 4