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HomeMy WebLinkAboutProduct Approval (2) w EEEiiiLE � (F�id-aa DEV SWnrP C( sftm 1 Laq a In 1 U.reegisb i Ha rocs 1 sucxna SurcWTge ; sem&Faas ItPunrKarron Fsc SMff has saLinks Map I � € search 3usii esProduct Approval Drofessi��;-I *.PUbft User Re,luli~tion r Prodcct Anocrrrel Menu>Raduct or.Aoo!eaimn search>Aanikat3'on list>Apprreation Detad FL# FL11968-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Q 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 lrodriguez@eastemmetai.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 Q 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 12/31/2017 Validated By Frank L Bennardo,P.E. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL119,6a R3 CO1 225lnoanelsCi odf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Cade Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FEC Approval 05/06/2015 Date Approved 06/2212015 Surnmary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by backs Panel(2.25'Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 15-042 Limits of Use Installation Instrucdom Approved for use in HVHZ No -L11968 p3 Ii EA RN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ Yes 042.otif 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 ps.f.for sections 1,3,4,6,7,8, FI 11968 R3 AE FASTi=RN ME>'AL SUPPLY 8A,9.and 11.See sheet 10 of installation drawing number INC. P.E.R. QKWG.1S-042.odf r other spans and pressures. Created by Independent Third Party:Yes 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 15-044 Limits of Use Installation Instructions Approved for use in HVHZ No Fit 1968 R3 17 Eosi ERN METAL SUPPLY INC. DRW—G.1S- Approved for use outside HVHZ;Yes 044.odf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Desigin Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max,span is 12'-11'for+30,-30 Evaluation Reports p.s.f.and 8'-2"for+75,-80 p.s.f for mountings without"h" FL1120 R3 AE EASTERN METAL SUPPLY P.E.R. DPWG. header.See sheet 5 of installation drawing for other spans 15-044- and pressures. Created by Independent Third Party.Yes 11968.3 24 gage Galvanized Bertha Steel corrugated galvanized sbeei storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 15-043 timft of Use Instattation Instructions Approved for use in HVHZ'No EU1968 R3 Ii F..ASTERN METAL SUPPLY INC DRWG 15- Approved for use outside HVHZ:Yes 043.0 Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 9'-8'for+30,-40 p.s.f. Evaluation Reports and T-2'for+70,-80 ps.f.for panels mounted without"H' FL11968 R3 AE EASTERN METAL SUPPLY header.See sheet 4 of installation drawing number 08-142 INC P.E.P. DRWG 15-0!3 Thar for other spalls and pressures. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4") corrugated polycarbonate storm panels retained or not by -Drawing Number 15-046 tracks to provide hurricane protection. urnits of Use installation Instructions Approved for use in HVHZ No FL11968 R3 11, EASTERN METAL SUPPLY INC, DRWG—.15- Approved for use outside HVHZ:Yes Q" -f 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. revaluation Reports A.S.D.and 4'-0"for+105,-110 ps.f.A.S.D desgin load.See FL11968 R3 AE EASTERN METAL SUPPLY sheet 3 of installation drawings for other spans and INC. a ER, DRWG 15-046-ndf pressures. I Created by Independent Third Party:Yes Cmtaa Us::1W North Monroe Street.TaiiahM5 Fi_32 Phone:$Sfl-487-1$24 The State of Florida is an AA/EEo employer.Copyright 2667-2{113 state of"arida ::Petvdcv Reti"'d Statement Under Rorida taw,email addresses ata public records.if you do am want your e-mau address released in response to a WN_--4s request,do not send elecowic mail to this entity.Instead,Contact the office by phone or by traditional mai4 1f you have any questeons,please coma¢$56.487.1391.-Pursuant to section 455.275 {i},Florida Stabtirs,effective O 1,2022, licensees Goons d under Chapter 455,F.S.must provide the Department with an eman adders 8 they have one.The amens provided may be used for OtRCaI oommuniu f7oo wAlr the Gcaasae.However email addresses ata public recmd,If you do rot wish to supply a personal address. please provide the Department with an amen addles which can be made ave the pubs TO determine if you are a"tansee under Chapter 455,F.S..Please Product Approval A GENESIAL NOTE'S: 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERHFIED FOR COMPLNNCE IN ACCOREWACE NOTES WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL MX BE INSTALLED AT HIGH VELOCITY 8.1)MINIMUM EMBEDMENT OF TAPC'ON, ELCO PANELMATE AND CF TAP-CRIP ANCHORS INTO CONCRETE BLOCK HURRICANE ZONES(MMMT-OAD£/BROWARD COUNTIES). UNIT SHALL BE 1 1/4,• 1 3/8"FOR ZAMAC NA/UN ANCHORS AND 1 1/8'FOR RED HEAD omiew SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SE'C770M 1609 OF THE ABOVE MEMTONED CODE B.2) 7/8"GLLK-IN ANCHORS SHALL HE ENTIRELY EMBEDDED INTO THE CONCRETE 84OCK UNIT. NO EMBEDMENT INTO STUCCO FOR A WINO SPEED AS REQUIRED BY THE JURHSDICTON WHERE TN6SE SHURFRS Witt BE IwNuED AND SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND I' FOR A D/RECRONALTrY FACTOR Kdm0.B5.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. NOT MAW THE MAXIMUM(ASD.)DESIGN PRESSURE RARNGS INDICAMD ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, ULVAMTE DESIGN WIND LOADS DETERMINED PEA ASCE 7-10 8J)MINIMUM EMBEDMENT OF 114-0 x J14-ALL POINTS SOUR-SEF ANCHORS SFtAL1 BE 7/8"INTO THE CONCRETE BLOCK.NO SH41L BE FIRST REDUCED TO ASD.DEBIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 W ORDER TO EMBEDMENT INTO STUCCO SF414 BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED&ALL BE 1 1/2"LONG TO COMPARE THESE W/MAX. (ASD)DESIGN PRESSURE R477NOS INOrATED ON SHEETS 5 7HRU 9. MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WRH NO STUCCO_ IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A J3X INCREASE 84)IN CASE DAT PRECAST SION£OR PRECAST CONCRETE PANELS BE FOUND ON 77JE EXISTING WALL,ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WINO LOADS WAS=USED IN THEIR ANALYSIS.A DURATON FACTOR CD-1.60 WAS USED FOR LONG ENOUGH TO REACH THE 4WAI STRUCTURE BEHIND SUCH PANELS ANCHORAGE STEM.BE A$INDICATED ON NOTES HN VERIFICATION OF FA57EH£H75 IN WOOD. 8.1)AND 8.2)ABOVE. 57ORM PANELS ADEQUACY TDR IMPACT AND FATIGUE RESISTANCE HAS BEEN WERIFIED IN ACCORDANCE WITH SEC170M 1609.1.2 OF (C)ANCHORS SH4Lf.BE INSTALLED FOLLOWING ALL OF THE RECOMMENawonS AND SPECIHCUIONS OF THE ANCHORS THE A60VE MENTIONED COVE AS PER AIL REPORTS 1 0121.01-962 1 OJ29.01-00,1 052501-00 AND 1051201-OJ ANO UWVIFACTURER. 10617.02-04,AS PER SS7D 12-99 STANDARD,AND 10121.01-01 PER TAS 201. 202&20, 7.PANELS MAY ALSO BE INSTNJ.AV HORIZONTALLY FOUGWING INSTALLATION DETAILS SHOWN ON SEC77ONS i TRW 8(SHEET 3&4 OF 2.ALL ALUMINUM SHE£r METAL PANELS SHALL HAVE 5052-HJZ OR,7004-HJ4 ALLOY., 9)EXCEPT THAT HEADERS J, 4&5 SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONS S�j3LL BE ALUMINUM ANON 6063-15 ALLOY& TEMPER UNLESS OTHERWISE NOTED. 8.HT SHALL BE THE RESPONSIBILITY OF THE CONMCTOR TO VERIFY THE SOUNDNESS OF THE STRUCnAW WERE SNO77ER IS 70 BE STORM PANEL COMPONENTS'lU4 STUDDED PLATE AND SH40 CAP ARE PATENT PENDING, ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED 70 CONCRETE BLOCK OR WOOD FRAME BUILDINGS 4.ALL SCREWS 71l l STAINLESS S1EEL D 9 OR TE SI61 SERIES 0R CORROSION RESISTANT W1 COALED uTtO 4 STEEL AS PER DIN 9,THE INSTALLA77ON CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONRNUOUS CONTACT WITH THE 50018 W/50 ksf YIELD STRENGTH AND 90 Rsf TENSILE 57RET1G7N&SHALL COMPLY W/fLORlLi4 BUILDING CODE SECRON BUILDING TD PR 2411.1.3.4. EVENa.WIND/'RAIN 7NTRUSIAY.CAULK AND SEAL SHUTTER TRACKS ALL AROUHHO FULL LENGTH. 5. BOLTS 70 BE ASTM A-307 GALVANHZED STEEL OR RUSH 104 SERIES STAINLESS STEEL, W17H J5 ksl MINIMUM YIELD SIRLNGTH. ID. (o)THIS P.F.D,PREPARED BY THIS ENGINEER US GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIRC PROJECT,•i.e, WH&TLI THE SITE CONDMONS OEIZAIE FROM.THE P.E.D. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:{UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FDR ME SaWnCN,PURCHASE AND INSTALLAPON INCLUDING UFF SAFETY OF nilS PRODUCT (A)70 I7flSRNG POURED CHORS AS BASED ON THIS P.E.D. PROVIDED HEISHE DOES NOT DEVIATE FROM THE CONDMONS DETAILED ON THIS DOCUMENT. 1/4'0 TAPCON ANCHORS AS MANUFACTURED 8Y L.T.W. BHlILDE7f. CONS7RU0770N SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. - 1/4'0 OF TAP-GRIP ANCHORS(BFRINA STUD-CON),AS MANUFACTURED BY 7RU-FAST CORPORATON. (c) 7N/S P,E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - 1/4"0 ZAMAC WRYN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4'0 x 7/8"CALK-IN ANCHORS OR ELCO mato&female 'PANELMATa AS 94NUFACIVRED (d)SHE SPEC/FTC PROJECTS SIMI.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCwwr WHICH WILL BECOME THE BY POWER FAST77N£THS,INC.AND ELCO CONSTRUCTON PRODUCTS,RESP£CTTVET.Y. ¢HC/NEER OF RECORD(EO.UL)FOR THE PRCVECr AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE RCA - 1/4"0 x 3/4'ALL POINTS SOUR-SET ANCHORS AS DISTRISUrM BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. ENGINEER�OF NCS FOR REVIEW A OEZ£GATED ENGINEM TO THE P.E.D.ENGINEER.SHALL SUBMIT TO THIS LATTER THE SRE N07E5. (e)THIS RE-D,5HL4u BEAR THE DATE AND ORIGIAAI.SEAL AND SIGNATURE OF THE PRLN'ES510NAL ENGINEER OF RECORD TIHAT �A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 J/4,'FOR?AMAC NAIUN ANCHORS/S T J/B 1 FOR EECO FANEL.MATE ANCHORS IS T J/4"AND FOR CF TAP-GRIP ANCHORS IS 1 1/4: PREPARED IT It.SHUTTER MANUFACIUFUR'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH A2)T/8'CALK-IN ANCHORS SHALL B££N77REZY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDAHLNT INTO STUCCO SEC77ON 1710.6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENNG. SHALL BE PERMD7EA 114-0-20 SCREWS USED SHALL BE 1 1/2'LONG MIMMUM SHOULD STUCCO EXIST,AND I- L48EUNG TO COMPLY WITH SECTON 1710.8.2 OF THE FLOM A4 BUILDING CODE. MINIMUM FOR WALLS WITH NO STUCCO. 4.3)MINIMUM EMBEDMENT OF 114'0 x 3/4'ALL POINTS SOLID-SEI'ANCHORS SHALL BE 7/8'LNTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHIN£SCREW Iiso SHALL 8E 11/2'LONG MINIMUM SHOULD STUCCO EXIST,,AND I"MINIMUM FOR WALLS WITH NO STUCCO. ' A4)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE DOSRNG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUN PANELS.ANCHORAGE SHALL.OCAS INDICATED ON NOIES A1)&A2)ABOVE. THIS DRAWING SHALL ONLY BE USED TO (B)TO DOSING CONCRETE BLOCK WALL OBTAIN PERMITS IN THE STATE OF FLORIDA - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4'0 OF TAP-GRIP ANCHORS(BDUH4 STUD-CON),AS M4NUFAOTURED BY IRU-FAST CORPORATON. `\`` �(j���ui����'/7j 114'0 TAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. i E1 iJ - 1/4"0 x 7/8'CALK-IN ANCHORS OR ELCO mato&Tamale 'FANEUWTE"AS MANUFACTURED ` "•., i� BY POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. '�A. CEN$+�, '•� - 1/4'0 x J/4"ALL POINTS SOLID-SET ANCHORS AS 067RIBUTED BY ALL POINTS SOREW BOLT&SPECIALTY COMPANY,• '' FLORIDA BUILDING CODE (Mon Hi h VeloclifyHu Zone) - 1/4"0 REV HEW DmABOLr SLEEVE ANCHORS As MAuuFAc7URED BY L7:w.BUULD£x. r N4.44167 azors 7147=1 Iso 0.050'BE'RMA ALUMINUM STORM PANEL ARIL (2.25"DEEP)_ ax+wN er T� EASTERN METAL SUPPLY, INC "�;�`$ ;:,f}/'r�S G+• rr�al�, OINC4MsTTmmso� -- LL?TESTING&ENGINEERING COMPANY III3T PALM BFALY7,FT,-8487 TI a n sfcx FwGNE lscr)2aa-6aea FNH.•(561)841-r716 15-044 FFUUFHlIT 111a11aS P+""' r-rsm,r fusx'!r»rvr �y� rwr mr.A aasrsx mR DR4%m Ne I l i l!611 E A 71ILT10 WAL717 A 72117 Jr,RE r as rr-ue 1 FLOM At LA. 44fGT SNEl7 7 GF 74 14.845`(TOTAL WN) a649•(MrAL w19R17I ` (s7Tc>mF monr)-- --) 1--6.wo (t mnW wmra) j ze7o R130' 1.SOp' 4.500' l.500` 4.9pJ' 1.580` 1.500• {.500. r.SW' M A'Y,A4R[($p) IZ AS.(rt{llXI[(0p) R.R90• .075 d q, g,5 �Ly ti .f29• R.1UD' 1 01 p fi h R 129 •-lAr 075• � .079' '� i 4 An .oR. � f-z/as•-1---s.69r--�-zras•-I 4-2rzs•-� .07,5'^ `�� z2�- 1 im INUM PA_MEL w/ EDGESHALF ALUMMUM EDGES Q `I/'x£ADER 2750' 2.250' 2b91• SOUL:Jf6'+t- T9.1r9'from wvv- 9.119•(IMAL Wpm) 3 `h`HEADER (74 3'Max. Mu*BUILD OUT t----•--12.000•(WEME NVIN) r`a000`(fFF=m WIODi)-.1 1.508• 4900' - 1.300` . 1.500- 7.500• S80` 1.9A7• .214• . ®ru'.�rcurt(ryp) I u u NsvraruL(ryy� u 8 Oy 196 g 188 i 2123• - � � $ R.QB2" ,090` 1 Qjlt AILUM/NUM PANEL wl0 HEMMED EDGES A UMIHUM FA�J �l{}HEMMED EDGES , J61- 609.1 ` ® REVEWD wr AWLE TR14cX Sr:RL:�4•_!- 3.000'Itac Q.STORM PANEL QT ma ZJ: xRr„rs•_r• © 3'ANAL£BUILD OL1T F` TRACK BRACKET scrL:ax•_r "'F"' TRICK E:• .'6°• 'jrairtarow°ie § mce CFO t ma Lr0 LEV tOGINW alzs• aavrr• Tom. a 6a-I "°'6 F .750• ® F" TRACK ANALE -.679' 2 ' #.000• ;1(` 9lNL tJ/P".,• . xI 1 /304 50?= 1T 'x3`lMAX�Icf�B" I DETAI sna w/aE CAsr nNc ma u m � Iva aE0 11 2'x (Max.)x W'ANALE AA R ovaEc saW$ 1t?T�Ly'TUD mG9+ft FTATTD wm NUT oPnoNsow Jm r I ©2 KEYHOLE AT PANEL WIY 750 ua 14 '♦301 I 082• RAVW Al PIMA 750 ma 'P OEM.666'Ry� 2080• n 2760.8rJ' O!¢aQ }- .oaJ` 1D STULIDED ANGLE 7tP. 2.186• . .177•'•- R,A26' N t.+I6..M1• .J99' scv[na - 1.'75 ( KEY HOLE WASHER J?A @(?yND HOLE 1lLCdMZ? 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EASTERN METAL SUPPLY, INC °'a47P. >!r` 1L 9c®1}IC. 42W MT RUGS Dff& 16 6'x'xl f`!may/ y/A/ PLATE n r�:aI srxc 7l+rYG-S1rC• i1 rF� �"i��vp•✓.� ., mT1s1+IJRT TE:Stl�IsN%t�tl 7sr.-rumEo.armw:,(•m6�'vr-n qsiPA04 WAW FE cjNGINEPoNO COMPANY 6 15-Ddd 91 „ PNae ( ) 62A ( rel-171 `Y///1� �/r1 �+ `�\\"\�A Wa.7flt A�wlr71.au•.P.E oK w �mr�nm a,rF ..c F. m®ror am 67 14 if sRTef 1A OF If /! �?1+,4� '• RORtA4 tW. 447 i!111 TOP CRACK (SEE COMPONENTS, SHEET 1A OF 9) CONCRETE ANCHORS (SEE SCHEDULE) yy O O O O O O -�---;-T-;-;---;-; --------T-1-;---�-;-T-;--;----F ---�-; 0 h i 0 tu TYP U-1 W may.. t1 A A 4 u 3" CONCRETE ANCHORS (SEE SCHEDULE) 3" 1MAlI», Y"OX "OX 7RACK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET IA) SCALE•: 1/8"m I' �114'Max. GAP f 1/4"MOX. GAP-- FLORIDA BUILDING CODE Non Hlgh VB1oc! Hurricane Zone) 02015 TeT£az ua 0.050 BERTHA ALUMfNUM STORM PANEL rxf (2.25" DEEP) wwvN sr ---� No.44167 SEGTJON A—A � EASTERN METAL SUPPLY, INC 1�C Q».. QW VW ROWS WAV flUJr TESRNO Q ENGINEERING COMPANY erN "1sT PAW UAW,,m"4021SCALE 118"= t' -1718 15-044w �` R,av:(safari-Ism,rm r ram}e2atar A471(4f m. HAL 7EIMA'"115 eY,w, �ax1119W M4 .ar,br wr BEET 2N Or 11 RON lin{Iili5il ` WCONs INYC W"t RW IWAD wow?S,IAYY.tNR9F.MD 1210 rA°CYMCS.2MLIC tiVlW.flrD HOLO O»M OMr.O'Lu>-0197;CUK-W as 1 Cwt. arNl6ocr cr w+-eRfP fEYYF fWlRliiTE MIr ae Om IXItt OF rw-(Mr au-er av R AAW FEY4£PAWWTC TAWC NUUN,RW fESW£PN2LKM1� g OF TAP-OW,Q"-W OR (SSE-srm4v"rat SYXW) atrr YYF/r73fitE FAMWiTE ($E sam'IE rw SWM ) A cone (gE$MOVIE FM ') A Cont POURED _� fur sveixer rmt 6PAaxc— POURED POURED I c CONL'R S W ss CONCRETE COHORVE POUREDREU/E � F REQUIRED o I 3 Cane ki I I I {•MINIMUM I 1 I 1•wmmum 1MINIMUM SEF' TD I J„XtfdMUM SEF'ACLASS R7 I 1 �''` SEPa ID CLASSCLAW SEPA L TO I M I I A 1#OL'0-20 A J14' I r J11'0. NO�NU7'O I 1 K E 20 x 7NU7 ' I ��2'O•rC-97M NUT I ) p I I r 7�ConG I POURED ci ( POUREDCONCRETE OR CONCRETE 1{5 BtOCK It= I &=R WAEIE _..._ � i —1 I PCcm REQUIRED K 1.�..— �. OR CONCRETE REOURW7 Cone. OR � 6 Cane I 81.0(,K � 1'Mrn REQUIRED / REOUM i� O-20 U.S. TA CON8 LtWC Na/f9a,Rm NEw-Jt Wf NUT O 12'a C iNAWNS All RaNJ sGtm-sfr DWAM.r•a' Pll-Mr,wttt-w�OR rNi>'M!S 7.Ywc N1¢ut Rrn JAM4C NN/t/6y IJpp DYNILCLT, II1X1 At1(Fr lS7gt£f%h4]}N1C D)7UWraco ,CF rAP-6Y6(;GYN-IN dt Cr TAF CALK-At M We .ZV 40 tww ap um UVrrN3WZ PAMIJ6ITE 10 Cont Asa ID MS FM YYFj JEYYE PAVaAI rE aD oo fr rEw E F)SN w E w i t Cant ANCNrt29(sFE SMWW Fat sRAann) ($E$Hearts FDR mmaf16) ANCTOas stseameTDR sPAD6ai SECTION 0 ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION TION 2 s :,e SECTION .3 SrAtE:a/e'm I' SECTION 4 sour:ars-a I 13 1*AWIMUM SfPARiITON 7D EDGE 7/t O a WINC NUT I �y G� 1 E O. 3HEET5 6 D ON 6O I I _ FOR - -- COMBIN471CW OF POURED d I i 3/S2'IS 3§7eW^�NtiTrtO NWrtEIrfCOORrt71GYC MOUNTING SECTk1NS SChN BE ftVRm CONCRETE '•j 12'0.R COMBINED IN ANY WAY TO SUR•ANY tHSTAUATION. I 11 OR c CONCRETE MOCK WIUL OR Cti CONCRETE I REOUIRED E7E REQUIRED --L A —®cane r�A I e� h' N{T1��JJJ4i SECTION 9 STUD ^"T""°5 C. $�Q rT�% FLORIDA BUILDING CODE Hon fop VeloCl/ HuTrican& Zone) (SEF sxmw FM sr-M) ' LiCEA/��;•.•d,�%s 02015 IRTESO,a.- 0.05D"B ALUMINUM STORY PANEL F,R.L 2.25°.DEEP) VMWN DY: WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 1 SCAtF:Jam'= r SECTION 2A SCALE:are•_r •sr':, '� "�e. EASTERN METAL SUPPLY, INC r5-Da4 �••�. ' if �•`� 7ILUT TESTING a ENCENEERlNO COYPAHY Misr P,IGI BGC/{'rL Ja407 '"r •,LQ Q+. .`'!'4J•$' assn N.s.xm.a ms Jot INEE U ANY PHONE:(501)209-820,FM}(061)641-1716 DETNL OF SECTION O SND VAUD ALSO FOR " � �.� 'Y +�'+:(�T�r-tmr.rm:t�-1 WAIL MOUNRNG INSTALLATION-SECININ 2(TOP) �OyJ ss� 1 ••`M�Y�1, WALTER E8-0E�00719 °14" �+" ro a®v DR4K No JJJJJ UII ttt� 04 1! 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OSLX-tN,Att MXN15 50176-SET Offk t•srn. LOWrt7l,Am Ggk.,RErE 1- 1• aco Amwf MAIE i P,wEwatE ANCNaRs wNYNS 2AUAC AWYUL!M1D u� rJJ4'e-zo S S AwCMNE " i RLw.vaD' !I fSW SCHEDULE FOR svnaNc) Ort110DLTS(9LOLW mv),rF r ROtr w/NUr tr WASHIW w+YbRx cvR-N cR aco TAPCOAS,CAU(-N AR aco cR a �. O 12"O,C (tom vAMLLw1EA ) ^-E D. SaAMME RW ) �E 0. �.5. .rOR sMCWtcJ 11 cont • B010 OUT INSTALLATION CEILING do FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION•{D. M.) — SECTION 5 scuE:ata'= r" INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 srAtE:a/g-=r" scv.E:a/s"= 1' srxE:s/e•�t• Y (*MtMAruM j © ©l kArL tsza rausl rte zr -S'PARATF ro Ess "smE mutt airs A�stf arJ/tz r1/cX i I A{� NOTES a2 E a-MCC DISTANCE ON o / ° �rrEErtr 7 j)�%�i, �as�t trona azEt i I 1 I I 1• NOTE FOR COMMUNION OF SECTIONS; ul j wiU1/FLOOA/CEIUNT AKJUNRNT SECTIONS CAN RE N\,1A 111}ji'{frewtrr � m am Aow. E D. COMBMED LN ANY wAY TO SW'ANY IWALLAT10M ,`„til`��'.�{,�,..#.#,L, I�•'•✓ie FLORIDA BUILDING CODE (Mon Nth Veloclty NurrJaone Zone (a_a SomnE FOR ) : 41;.••\C N •. �'� a26i5 1urtxn Nc 0.050"BERTHA ALUMINUM STORM PANEL F.R1, twuRm cvNrFrEtE "� \ Sc� (225"DEEP) awwv sy.. AEOUNED FLOOR MOUNTING INSTALLATION F es ` EASTERN METAL SUPPLY, INC 67/24173 �Y;,---•-"'t O,.C. 4sca nisi�neos A?w LUTe: — SECTION SA SCALE:J m 1' S 9fAf� NEST PALAr tYA7/'fL S1s07 /a" 5 RR,((JJj#jjf��r....- ' + TIU.IT 7E$iINT tr£NtlINECRINO COMPANY 15-044 PhGNE(551)209-9767,FAR:(501)841-1716 iGroafest-rsw.re:(.m1v+-Jsli G C7/.'• Ft �{{Q�.•:`:.,� ,\� EB-0006719 ar.". ar»rmr aur ax morrar aat oAAnkIG Na WALTE?�Ar1�i'drai �'1!� :� SHar 4 of a rh1 ntll{{{{t4kkklkkk� Ir POURED CONCRETE p 0 CfTE 0R VARIES J' 1 OONCRE7E 11 WALL OtOCIREWIRED +t\,WALL Maxi p I REOUtRED \ I 7 \\\ � / OR ?'x J'x.093.3tOS 11-74 A7 CNCRETE BLOCK 6063-T6 ALLOY Cone Num.ANGIE - j'>U IIAUCON REOwRED \ WRH NdCHORS 9 12"O_C. f/ coHCRErE stocK 2.500 M". A $ WAtt RcOUNtif ANCHORS 1 0 a 2Ms00 1 Mln. L�•d,,l u D Il4'd1P .b ICHORS b O 12'0,C. VARIES J• Max. I _f31Offj�ae() :.000 j REowREn ALways �.�,v ea a � ��=.� /�',:�� up�,� AM� \ OR[h 7 0R F X I d1 2'x2'x 4'x.125' 2" !!'' /^� TO 2'x 5'x.055•JfC5-Nt4 OR 606)-T6 AUOY ' \ U y (7/p QMC No-ANGLE OR Cont.Num.ANGLE yJ �J OR.LSO'Jf05-H154 SIEET MEIN.Num. I BOLT 4•x 4'x.071' BENT PLATE t1 24'Q C. J105-H14 OR 606346 AUOY _ Wf3tCXHUT Cont Num.ANGLE I CASE A {Plan) CAS£ 8 (p(an) CASE C_(plan) CASE D (Plan) SCALE. 1/4'= r SCALE I/4"m I" END CLOSURES DETAILS scALLr r/a"a r' MAXIMUM A.S.D. DESIGN PRESSURE RATING (P.S.f,1 n rr POURED COhG'RETE AND CORRESPONDING MAXIMUM PANEL LENGTH L OR CONCRETE f (COW POSITION+) 150 . SCHEDULE FOR A GIVEN PANEL SYS TEM R O4oz m TAPCON ANCHORS OR WAl RL'OwRED NL POINT SOLID-SET A.mmmvl4 IRK PANEL WY M (SEE SCHEME FOR SPACBIG) I +HOLE,"SNIP CAP T(� fREYMIN CLOSED A7 N FRESSURE R177NG 1 I � NURRlG4NE CVNOlT10N3 MOtlNnNG,W/ MOUNRNG W/ WALL MOUND W/ CONT. ?1•Nnhll 8 4i•NfJ'DrR Gd COMPONENT tj d• 4 t"MtAmvmARADON ••—•-----t• +Wo -35.0 rz'-rr' rz'-11" r2'-r1' �1 MINIMUM I 10 CLASS ANT. SE'PARARON J +35.0, -40.0 12=0' 12'-0' 12'-0' ( TO aASS ( I 7/ec x J 302• . +40.0, -45.0 11'-2" if-2' 11 P-2' CONT, i POURED E CASE £ (Plan) +45.0, -50.0 W-7" 10'-4.' r0'-7" CONGREfE i � atLxrT Nut +50.0, -53.0 W-0" 9'-4' 10'_0' /W IRECrwREo CONT SCA£.•114•-I- +55.01 -60Xg•_7' e'-6' 9'-7' POR CONCREEME OuW Comakm / SECTION @ STUD 1 (opm POSIWN+) WAU RMUIREDBL TYP. TOP/BOTTOM +60.01 -65.0 9'-2" 7=9' 9'-2' TAPOON'u`'CHORS OR ALL PO/Nr SOUO-S£r 1 COW.. (SEE SCHEDULE FOR SPACING) (OFEN P0.91RAN+) +65.0, -70A 0'-9' 7=2' B'-9' �,p1N11111111114rr``rp WALL MOUNTING INST r�f +70.0, -75SECTION .0 8'-e' s'-8' 8'-s' E'�S '•.ni, „ FLORIDA BUILDING CODE (Hon Hl h Velacl Hu one Zane 4�,•''l E s 02015 TUXM Bra 0.050"BERTHA ALUMINUft!STORM PANEL rrLt +75.0, -60.0 8'-2• 6'-J' 8'-2" SCALE. 5/8'= 1:n''�: 5` DEEP ORNm m.• a 441"01 2.2 0•Tl24lf6 NO MINIMUM PANEL LENGTH IS 3'-Q' - EASTERN METAL SUPPLY, INC D47C, 1 +' 1/!r ECO.1!<C. 42M WEST M05 AMC ,ry,r �•. C. TrLLY TESTING h ENGINEERING COMPANY WEST PAW BrACN TL JJ4O7 15-044 Yf •Y. �\.� oras M. s�.se wvr crm^ue�n.u,ee FU M:(56f)R09-626.71 FAN:(961)641-1716 � •��'\�v ®-OOGGTIB mx. �+ wn ar.r eacWrxv DRSWLYG Na �, •S S!(} A�-\��\` WALTER A 781!75,.P.E an N-m 4 SRF1T 5 Or 14 Arf.. \ tL01iY04 LNC. 44767 111. TNLS SOYMU A MCOES REMMED ANaM SPACANG TUR A Ctl'EN ASA o+sly}LQAD ANO PANE LENG711 MAXIMUM A.S.D. DESIG. P ,F�S,S•URF R TONG.(per,(,,) AND CORRESPONDING MAXIMU,M�1NC770 MWEVIN UM"A}RE LENM FOR A CNEN D. MMJJ LON7 MUST BE VDMWV AS PER E D. o EOGE DISTANCE •� \CJ SOTIOW ON SR1rr 4. SPACING SC DUL•F, FOR INST.47 TIONS .{HTO CQN_ CF,�F'TF AND C�ONCKF'17•' BLOCK �UCTC7RFS ' i"s •;`V�t\}" � �� "r2oM M4XIMUM ANCHURS SRACING FUR E A-J IA*^ APPLRABLE 70 MVaW MA.S,Wt1�M M4YIMUM ANCHORS SPACING FUR E A =J 1/2'•' f A 1J � DESIGN TAPOONS LtMAO Cµ1(-IN XW-g7 PANEEMATES CF TAP-GRIP aMONS I& PANE p8ES5URE TSO' REO NO. OWN T 'K-IN SONO-SET PAYQ11A1E5 rt1P-�.;iiP . PRESSURE Rm 110. T ' ANY cOMwNAn LFxcnH RARNG• ro JO ro m ro ro ro to m ro m TO of THEW v R. RA7W0 m m m to To m m m m m m•< OPT @{tt) (P'e't) L1'7RCRETB MAWWRI' COffOR7E NIKi!}RY CONCRETE' YAfi'MR7 CaVLWE7E f(/u0A8f' COAe'FkTE M4^ONRY CPVC/tE1E 74lSONR/ f) (pS't) tYXHCREIE MASa1'RY CCN4LYRTE MM1WANRT COACPEtE'•}14S17H.'/1Y CONCR6IE M4SfM:RY CONGME lNSYM.'RY .••'`y 12- - 12-++ _ 12• ., _ •.. 12• _ 12- x 1'(IOP) 8• _ 7•++ - 9' - _ _ 12' xm 1. 12 1' S' tz' 12` 1' T2' 1" 7` L 9+(Bt}TRMQ t2" 5' rr'++ 10' 12' a' rz' 12- rz' 9 1/2' 9' S' t.s+(BOrroM) 12" -. 12'++ - f2' - !2' f1' 1' - 12' - 2,9+00P) !2- _ 9'++ - 12' - 12' 12` 12- •- 9" - 2 9+00P)r1- 6• 12"++ 12- 12• 5- - ^ 12' 72' 12- 7' 2(BOTrw) 11 5" 11'+1 10' 12" 4' - - 11' 9 1/2- 9' 5- 2(80TIOW) 11' 6,1 12'++ 12- 12' S' - - 12• 72' 12' 7- 2A(Bonow) f2" 5. It-++ to` 12' 4' - - 12' 9 112• s" 5- 2A(BOTTOM) +3SR-40o f2- - i?'+ - 12' - - - 1" - 12- - 3&4(TLP) 8--0- C75.4-M.0 -WO 12" - if ^ 12 .•. _ _ t2' - 9" - 3&4(MP) 8'-0- TO 12" 0" r2-++ 12` rY 5' - - 12- 1p- 12- 7- 3(80770M) OR 11• 5' 11•++ 1. 12' 4" - - rz' 9 1/2' 9' 5' J(Bo1TGM) OR +550.-eao 12- 6' 12'++ 12' 12' S. - - 12" 12' 12' 7- 4(BoT7DAl) LESS 12' S" it++ 1o. 12' 4' - 12' 9 112' 9• 5` 4(BOnOW) t2- - 12•++ - 12' - - - 12• - 12' - 5(rop) 11` - It++ 12' - - - 1?' - 9• - 5(top) 1 6` r2'++ 12- r2- 5' - - 1" 12' 12' 7` 5(BOTTOM) t2' S' it, 10' I2- 4' - - t2' 9112- 9- 3• 5 MOTION) 10` - - - to' - - - 12' - - - 6(TOP) 8' - - - 8' - - - f0 112' - - - e(fop) B• - - - e• s(BormM) 6• - - - s - - _ 9• _ _ _ 6(6OTTW) 7. - - - 7- - - - to 111' - - 8" - - - B' - - - 1r - - - 7(BOTTOM) 5- - - - s- _ - _ B• _ _ - 7(BOTTOM) - - - - 1- - 12` 12• 8(TOP/80rtOM - - - - 12` •- 12' 12• 12 6- _ _ (TOP/BoTR7M 6' - 6.++ _ 6• .. - - 9 1/2' - 4- - r(TOP) S• _ 4-++ - 5• - _ 8• _ J" J 112- 1(TM) 11` 4' 1 9-++ 8' if' ,r 12" 12- 12" 7 112' 4' 1,91(BOITOM) t0' J' 8`++ 7- to- 3- f2- 12 12- 7' 6112` - t,9+(8orrum) 12- - 9-++ - It' - 12- 12- 12- - 7 112" - 2,9+(fOp) r0' - 7'++ 12 - 12' 12` 12 - 16112- - 2 efTOP) t1- 4- 9-++ 8- It- J- - - 12` 8" 7 1/2' 4- 2(BOTTOM) to- 3• 6-++ 7` 1o• 3- - - 12- 7' 5 1/2' 3 112 2(BOTTOM) 111 4- 9•++ s" }}' J' - - 12• B' 7 1/2` 4' 2A(BOTTOM) to, 4- 8'++ 7' 10' 3' - - 12" 7" 6 612• J 112' 24(60TIQM) +u.a-4ao 11' - 9'++ - it" - - - 12' - 7 112' - 3&4(Top) +5s0,-6a0 to` - 6-++ - to' - - - 11" - 6 t/2' - 3&4(TOP) TO 11' 4• 9`++ 8- I7- J- - - 12- 8' 7 i/Y 4- 3(BOTTOM) >8=0' TO to, J. 8-++ 7- t0- J- - - 12" 7' 6 112' J 112 3(HOTAN) >8=0' +5$0,-500 fY 4' 9'++ 8- !t' J- - - 42' 8- 7 J/Z- 4- 4{80TTOM) TO +750,-�0 t0' J• 8•++ 7" to' J• _ _ 12• 7• 6 1/2' 3 f/2" 4(&7T(OM) ID t!' - 9.++ - It, - - - 72' - 7 1/2" - 5(top) l7-0' t0' - B'++ - 10" - - 12' - 1112- - 5(TOP) 9=Y 12' 4" 9'++ e" 1t• J" - 12- 8' 7 1/2' 4' 5(BOTTOM) 9• J• 8'++ 7- 9` 3' - - 12' 6 1/2- 6 1/2` J 112' 5(BOTTOM) 6' - - - 6' ^ - - e 1/2` - '" - 6(op) 6' - - - 6- - - - 7112- - - - 6(Top) 5- - - -- 5 - - 7- - - - 6{8077OM) 5- _ _ "" 5' 6 112• _ - _ 6(BOT7DM) 4' SAfT07TOM - - - 4' - - - B 112" - - - 7 4' - - 4 - - 5 112' - - - 7 eD OP L} 5- - - - 3' ^ - - 0 112- - - - 7(BOTTOd1) 4' (80TIOM) 12' 6` - - 12" 12" }y- 8• - - OOP/BO77OM FACTOR + ONLY TAPCON ANCHORS OR ALL PANT 50110-•SEr AUDWED fVR MOUNTING SEL710N 9. ACTUAL E B ++ AwHoRs SPACING ONLY AppLICABH£to zwa NvuN ANCHORS FLORIDA BUILDING CODE Hon High Verocity Hurricane Zone) atMG r' + SEE SN 7&B rOR ANCHORS TYPE C SPACING FOR amutAnON$INTO WOOD FTUME os»u Doran cvc D.050"BERTHA ALUMINUM STORM PANEL F.R.L TAWON /9YIMear C.K-1N SOUD-SEr IF 7A-CW eurLD1NGS. ANOAL67ES e� MNOMUM ANCHOR SPACINGS ARE VALID FOR 3 112`EDGE OWXKCE (2.25" DEEP) auwN 6r. 3" - .86 .75 .76 1.00 FOR E 0.LESS MW 3 112;REDUCE ANCHOR SPACING BY E ^� 03/24115 MULTIPLYING SPA ING4 SHOWN ON SCHEDULE BY THE FOLLOWING �y EASTERN METAL SUPPLY} (NC DATE. 2 112' - .71 .50 - .80 FACTORS.(MIn.E D.FOR CALK-1N ANCHORS&ELCO 1L„ E C y!@1C. 4268 RM ROWS AVW PANDJMTE IS 2 !1.AND J 112-FOR SOLD-SET ANCHORSJ.. .PICt1 BEALYI. JJ,f07 FOR THIS OPM4 ON TO BE AWE REDUCO SPACINGS RE'SULTTNC FROM APPLYING ABOVE 77UJT TES77HO&ENGINEERING COMPANY 15-044 2` - .5O - -• - n:..=,17 y•�,yyy Nxa'M CaaFhF 2.u}a0 PIHONE:(581)109-B1GT,FAC 1561)841-1716 FACTORS SflAlt.NOT RESULT ON SPACINGS LESS 7T97N J-FOR ALL ANCHORS(EXLtFT 1 112' .J5 - - ., _ +4.5'FOR RED NO.OYNWLT ANCHORS). m�,e EBT-001707!9( 7r-rur w w DAMPIO No _FtA_RtA4 tsRe. fBt SHEET 7 OF 14