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HomeMy WebLinkAboutProduct Approval i BCIS Home Log in User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search Flcliida r .,,. �p ,,i, ;g' Product Approval ��C>'L� r., �=; USER:Public User Product Anpmval Menn>Product or Anniication Search>Application List>Application Detail I (�( _ % FL if FL11968-R4 11v O�P��me�t A Revision QgCm`, d�Q Code Version 2917 �OUnty a, Application Type S, Application,Status Approved Comments' Archived !—j o Product Manufacturer Eastern Metal Supply , Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Iradriguez@easternmetal.com Authorized Signature Bili Feeley lrodriguez@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.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. L' 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- 994 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 Eauiv EASTERN METAL SUPPLY,INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF I F I 1968 R4 Eauly EASURN METAL SUPPLY,V INC, DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Eouiv EASTERN METAL SUPPLY,INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FLI 196B R4 Emily EASTERN METAr SUPPIY7r INC.—DRAWING 17-094 LETTER EQUIVALENT BETWEEN S510 12-99 AND ASTM E-1996.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 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 SUPPLY2.c INC. DRAWING Approved for use outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.odf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 12'-0"for+25,-25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8, FLI1968 R4 AE EASTERN METAL SUPPLY2c INC DRAWING SA,9 and 11.See sheet 10 of installation drawing for other 17-094 PRODUCT EVALUATION REPORT.ndf spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Parry: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:No FL11968 R4 ii EASTERN METAL SUPPLY.INC. DRAWING Approved for use outside HVHZ:Yes 17-096 0.050 BERTHA ALUMINUM STORN PANEL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 12'-11"for+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 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 FL11968 R4 If 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 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:No FL11968 R4 11 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 3iof installation drawings for other spans and pressures. 17-098 PRODUCT OF EVALUATION REPORT.PDF Valid orily for wind zones 1,2&3 as defined by ASTM E-1996. Created by Independent Third Party:Yes I GENERAL NOTES NOTES: 1. STORU PANEL S140AW ON THIS PRODUCT E%`ALuAWN DOCUt,_-VT(P:E.D.)HAS BEEN VERIFIED FOR COUPLAVCE t:t ACCORDNlCE 8.7)VVI.VUM MBEDSI€t1T OF TAPCON, ELCO PAMEL"ATE AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK It"TIL 2017(6th EDIDON)OF ThE FLORIDA 6UILMO CODE.THI5 STORM PANEL SHALL &a BE INSTALLED AT MVI VELOCITY HURRICANE Zomn(MWdt-DALT£/_—CO 1ma). (aVT SMALt BE J 114; J 3/8'F0.4 ZA:GaC NAtUta ANCHORS AND 1/8'FOR RED REVDYNA.rrt?LT SLED ANCHORS DESIGN WIND LOADS SHALL BE DElER04VED AS PER SECTION 1609 OF THE A&Or ANENTIOA D CODE, 6.2)718'CALK.-:Ar ANCHORS Sf4LL BE EMARELr EUSEWED PITO THE CONCRETE BLOCK LIN/r.NO EMBL'DAf yr LVTo STUCCO FOR A WINO SPEED AS REOVIR£D BY TH£JORTSM710N&FERE THESE 5HUT1_rqS AU BE 045TALLEO AND SFALt,6E PE?.tirTTEt7. 114-0-20 SCREWS USED SHALL DE t f/2'LONG MVVIMUV SHOULD STUCCO EXIST,AND t` FOR A CATE•CTIONALOY FACTOR Kd-a.BS.U.>WG ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FEC AND SHALL. wAttA.'f FOR WALLS KITH NO Sm cca Nor EXCEED THE AIAvomu!(AS.D.}DES"PRESSURE RATINGS I.VLXCATET?ON Shlf'j 5 THRLI 9. AV ORDER To VERIFY DIE ABOW COND 70M, ULTIMATE DESIGN WAVO LOADS DETERMINED PER ASCE 7-10 6.3)AtwBED.T t WTO,eM' C 1SH a x E PE ALL POINTS_ 11-0-2 S ANCHORS SHALL BE T/B"TWO INC CONCRETE BLOCK AKi SHALL BE FIRST REDLCEO TO ASO, DESIGN W.•D LOADS BY LrULTIPLYN4G Th m BY AS IN ORDER TO InIALa AtENT DLO STUCCO EVSr.ALL B£PI'MI£LT_ FOR 0WAL S.S. MACHINE SCREW USED SrtAtt E£ 1 !J2"LONG TO COMPARE THESE IVJ UAX. (A.S.D)DMCNI PRESSURE RATINGS INDICATED ON SHEM 5 THRU 9. LM.sMtoJ SHWLD S'UCCO FX15T.AND 1'M!N'rANUM FOA TV7,!15 IYRH NO STUCCO, IN ORDER TO VERIFY DIAT COA1PdN£NT5 AND ANCH4 R3 ON,THIS RED.AS TESTED AER£Nor OVER STRESSED,A MW INCREASE 64)UN CASE THAT PRECAST STONE OR PRECAST CONCRcT£PMELS BE FOUND ON THE EXISTING WALL ANCHORS SNAtt Be IN ALLOwA&E STRESS FOR InVo LOADS WAS LLY?Z US-10 W THEIR ANALYSIS,A DUPADON FACTOR CO-L60 WAS USED FOR LONG imuoN To REACH THE MAN STRUCTURE BENND SUCH PANELS ANCHORAGE SMALL BE AS INDICATED ON NOTE'S fit tDURCAWN OF FASTENERS IN WOOD_ 6.1)AND 6.2)ABOVE - STORU PANEL'S ADEQUACY FOR IAfPACT AND FADGtL REssmwcE RFU!?E'EN verMED IN ACCORmri E WITH SECTION 1609.L2 OF (C)ANCHORS SMIL RE INSTALLED POLL011TNG ALL OF TIL RECCUM-NDATFOUS AND SPMRCATiONS OF THE AN'CHOR'S THE ABOVE MVM&WW CODE AS PER AFL RETORTS f 012VOt-90R,f 0329.01-00,f 0525.01-00 ANO/DS12.01-03 AND 1.{A9VACTURL'R. /06T7.O2-Ot,AS PER mpACT TESTIIO£OWVALENT To ASTM£-1995 STANOARO&ASTU E JJO-02 STANDARD,LLVIUD TO INSTAULATmNS P.VHLv MW ZONES J,2&3 AS DFANF.D BY ASTM E-1996 STANDWO;AND/0221.01-01 PER TAS 201, 20?&203, 7. PANELS MAY ALSO EE RVS7RLL£D HORIZONTALLY FOLL051N0 INSTAL[ATKhV pEtglL$5H04N ON SECTIONS ! 71RU B(SHEET J S•f OF 2 ALL ALUMIAM SHEET METAL P4&eLS SEUL*.TINE SO52-H32 OR JOW-N34 ALLOY. 9)EXCEPT THAT HEADERS J. 4&5 SHALL NOT Be USED. J:ALL AUUVRVUV EXTRUSIONS ACL SC AtWWUU ASS"K DON 6065-r6 ALLOY& tMPER UNLESS OM-FRItIS€NOTED, d IT StVIL BE THE R£SP'AVS`ILOY OF THE CONTRACTOR TO Verily THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS to BE STORM PANEL CD•WONENTS t4 StWDDED PLAT.AND 0 SNAP CAP ARE PA7LTNT PENDING. ATTACHED TO INSURE PROPER ANCHGRA06. THIS 5HURER SHALL ONLY BE ATTACHE? TO CONCRETE BLOCK OR ROOD FRAME 6L . 4,ALL SCREWS M BE STAINIESS STEEL 304 OR 316 AIV SERIES OR CORROVON RESISTANT CLKTED C*W.V STM AS PER DN p• THE INSTALLATION CONTRACTOR IS TO SCAf,JUULK ALL SHUTTER COMPONENTEDGES AHICH REAUW.+IN CONTINUOUS CONTACT WITH THE 50016 A%SO AST YIELD SMEN'GTH AND BO 6sT TEtSrLE STRENVIK&SHALL COMPLY Al FLORIDABUiLDAIG CCO£SCCADFN tet 1.3•.5.4. 6iXLD8rG TOPREVENT WINd1PNN rPRRUSa'Jti. CAULK AND SEAL SkYlTT'FR TRACKS ALL AROUND reit t£uGTtl 5.60LTS TO BE ASAI A-307 CALVAP112CO STEEL OR AW 304 SERfw STAINLESS STEEL, WITH J5 Fsf AfAWUM YLELD STREN'OR+. 10. (o) TH(S RED.PREPARED BY THIS ENGINEER IS CENTRIC AND DOES NOT PRIOWDE INFORMATION FOR A SITE SPECOW PROVECt.T.e WHERE THE SR£CONDITIONS D TATE FROM THE RED, 6. ANCHORS To IIALt SHALL BE AS FOU04M(UPKE✓S OTH£R(STS£NOTED) (6)CONTRACTOR TO EE F£SP'JN'SIGLE FOR 7i£SaECT10N PURCHASE AND INSTALLATION A%XtVNG LTTE S4FkrY OF THIS PRODUCT RASED ON VIJS RED. PRODDED H£JSH£DOES PHOT GEWIATE FROU THE CONOIIIONS DETAILED ON THIS DOCOALNt (A) TO EXISttNG POURED CONCRETE:• CONSTRUCTION SAFETY AT SITE LS THE CONTRACTOR'S REST PON.S621TY. 1/4'0 TAPCOM ANCHORS AS UANUIFACTUP O B7'LOW.BUMD4X - 114'C Cr TAP-GRIP ANCHORS(SER"STUD-CYAN}.AS MA,VUFACRIRED 6Y TRU-FAST C'ORPOP.AIV,. (c) THIS P.CO. Mt CS CON'SfDER-ED M49LID IF ALTERED BY ANY MEANS 1/4'0 2AU4C NA41N ANCHORS AS A1AtRIF:,CFilFa`D BY POt*,R FASTENSRS. INC. 1/4'0 x 7/6'MK-tAf ANCHORS OR ELCO male&Temole WN'ELAtAI£-AS 1AWtrACTU7?ED (0)SITE SPEICffTC PROJECTS SHALL BE PREPARED OY A FLORIDA REGISTERED ENGW£ER OR AROVrecr 4Smai mu accLL£THE RY POWER FASIZUERS INC AND ELCO CUVSYRUCMV PRODUCTS.RESPECTIVELY. EWMIVEER QF RECORD(EO.P)FOR THE PROJECT AND ItT O AU Be RESPONSIBLE FOR TIL.PROPER USE OF THE P.E.O. 114'a x 314 ALL POINTS SOUR-SET ARMORS AS DISTRIBUTED BY ALL POWs SCREW.. SILT&SPECIALTY CCiTPWW.. ENANEW OF RECORD,ACTT 4 AS A"L£OATED DMVMR TO TW RED,ENGANCER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC MW,%GS FOR RETREAT NOTES (e)THIS P.E.D. SHALL BEAR THE DATE"AND ORQA'At SEAL AND SICTNTUR£OF Mt-PROFESSIONAL ENGINEER OF RECORD THAT A 1)1/:NLIUM EMBEDALETIT INTO POURED CLL CRE_ OF TAPCWI ANCHORS ORS fS f 414":FOR IAHAC NAtW ANCHORS IS ! 3/8 i PREPARED Ir RIR ELCO PANELMtTE ANCHORS S 1 314 ALIO FOR CF TAP-GRP ANCHORS IS 1 1/4' fl. SHTJTTER 11ANVIACTUREy^I'S LABEL SHALL BE LOCATED ON A R£AOXY WSISLE LOCAFTON AT STORM PANEL IN AccanDANCE ont A.2) 716-CALK-!N ANCHORS SHALL gC ENtCRELY EMBEDDED&VTo THE POURED CdvCRETL: No EACcowwT INTO STUCCO SECRG4 1709,9.)OE F oI"Dutmo CODE ONE LAPEL SMALL BE PLACED FOR EVERY OPENING. SHALL BE peRUITTED. 11410-20 SCfFM USED SRA`LL BE I 1/2'LONv Wm,4fUAi SHOULD STUCCO Exom AND I" LASEUNG TO COMPLY 977H SECTTOII 1709.9.2 OF THE FLORIDA&CLOWC CODE W=&IUM FOR WALLS KITH NO STUCCO. A.3)LtNUUUTA EUBEDMEPNr OF 1/410 x J/4-ALL POINTS SOU9-ScT ANCHORS SHALL BE 718'11aO Ilii POUR£O CONCRETE. 14 ELtS£DatEW INTO STUCCO SHALL BE PERMITTED. r/4'0-20 SS.MACHINE SCREW USED SHALL Be T 112'LONG UVWUM SHOULD STUCCO EXIST,AND 1'MWJUU FOR WALLS 117TH NO STUCCO, A.4)Lv CASE THAT PRECAST SFONF;PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE COSTING WALL OR FLOOR, SNncAtED or;HORS oresBE A-v1)kAIX TO ABOVE. ti THE AwN srRvcnlRE s£/aHrD such Pav£Cs,ANe taaeE satatt BE As `IA*0,'v's ��= OBTAIN PERMITS ALL ONLY STATE FLORIDA BE USE (B)TO EXISTING CONCRETE'BLOCK WALL: EN�`M,�c%.1ti 1/41 0 TAPCON ANCHORS AS MANUFACTURED BY LT.Yl. 6UILD-- - - . _ ,N 4* - 114'0 Cr IAP-GRIP ANCHORS(BERTHA SCUD-CON).AS UMUFACTURED BY TRU-FAST CCRPORARON. t TIAV.44167 t - f14-0 ZAwc INAILN mit?ANCHORS AS LfAt.VrACFURED aY t?FASTENERS. RNC. ` = IAV Y V - 114'0 x 716'CALK-RN ANCH017S OR ELCO[cafe h female PANELAUTE'AS AONUFACnww BY POWER FASTENERS INC.AMD£CCo CONStRUCITON PRODUC7S,R`SPECTNfLY. N - 114'0 4 314'ALC POINTS SOLID-StEr ANCHORS AS DISTRIBUTED BY ALL P07firs SCREW. SOLT&SPECIALTY COMPANY. _ FLORIDA BUILDING CODE (Hon Nigh Velocity KNrriearte Zana) - 114"0 RED HEAD OVV AGMT SLEEVE ANCHORS AS KfNUFACnIR£D BY LT,W SMOCK. . �ti "z0 ld` C4017 mrm.Ins, 0.050"BERTHA ALUMINUM STORM PANEL LQ tLL'`7 (2.25".DEEP) Lw�x sF �'x1iAAinlItMCL rr CO EASTERN METAL SUPPLY, INC CTJD-4W. E4 I NC. 4268 Mk3T Rays 0+;4E TRLtt TZSTtNG t ZHatNZ£RtHG aa14PArtY PEST P&M BTACat rL JJ4al A m_—=vsarw uactK a urc4 FH7N£(581)209-E263 rAtc(s6tk4r-ilt6 IT-093 Oa^ye>'r-IBA.n.r txm-IWr aaese> sr... u�..nr GGAueC I:D CD-OLv6lt9 1YALTc'R A IA.UT.+r.PC ma rs-a. Hart SerRT t aT 14 nasrtu Ua .44161 ac I Misr," 11.840•(MDL OWN) d.9+5-(MDL nCtiFtJ � zsm' a oro'u zlso' ' z i I_——rzow 3r)----� E Eam tLrlfcrn amsry--1 aaso r.1F17• 1.500' 1.500 (.500' 1.000• 1.am" <.537• I.S:zi• AIt3• .r * r. I A4..arK&Lar Rrtt /I I -ri a ua.a�rrx(�r.J •�i '��' ^ , as .rP3• rz5• az5s' .r. 4 N , �t PIPS' d.84!' RIPS• J+_j{u„_ �-' � I) .QTS' N� P.,uo' PEar- JO FULL ALUMINUM PAM WZ HEMMED EDGES HALF ALUMINUM PANEL W/HE14MED EDGES as1a`� uo ry 1 x. US •U'HEADER afar• Gr SfJid t Jla•�t` 18.119•(ram av" 9.119•wet"rote, {,3 'h' HEADER 3' Max. 'U'sump OUT .Jao- --�-.----fPt@V"(t+aTCs�is nrDnq-----^� t--L.�'(uLEtacE 99;ctJ—( ext:ala•.r• wrt:ue''r- e4P• k I.04ti• ISW' 1.500' /"JO', I.S7J' <.SPb' 113E 2I4' i s.c Aazta+atL't&cJ i .rfa• . ti .lag' Tei a 11 14!1 F- I F-'2.rI3'-I .ISO• n y @5" Jd9r• 2 80 115 -.078- �rr� '' ( �0°• osr. �„• .oro• REVERSED 'F-ANGLE FlI(� MIN PANEL WAHaafm EDGES ( LF ALUMINUM PAM HEMMED EDGES �x t TRACKe- Q,FTORM PANEL , ;� 3 B' B. O. 3 4`B. 0. . ` 3"ANGLE BUILD OUT "F- TRACK r'rw BRACKET ,r. x;.vr•r f1PACK .aST_�rsE a { I-.r25• .c rrwrc •d (y`) 'd r��{ cca axlnco � .osa• W 3 zww x818• ' a i-- 81x9- o. 'F' TRACK ANGLE om-rr h .-I r _naa�• L -!. scva:Jia•.r a Jos srxes ACW' .C7a' I. ^d i l 2'x 5' (Max.) x,res'ANGLE rise o'sp c�'rs'" l7 2'xS'(MAX.)xl/B' DETAIL t: srw n/Of cue z0oc o'm LOCA a(D m a ya._ SWA;y ON XCtcas ANGLE WITH STUD x�Er PtAtm ns�rvr OPTION ! aem 2 o9r scat r (@ jXY HOW AT PANEL i t��Aarr zsa� �� _%A�°�csz'I3icp e+vs'c'rzo .zer �...- _�ti � �� x.aoo• ---7 qT ro PLu:a WarAiroa IE£ T - mac1 -$-."`_- --r tree• STUDDEp A" R7.C:$• N fr J75(?rase \ `4�lI�Q LA,c _.-�. ! lir xHORL�ENWASNER t2A ROOPTION TOAr lANEL COMM COX NMP CAP STUDDED PLAZF -—- -—- I sruexr u �` s•• 6 FLORIDA BUILDING COOS (Non High Yetocrty XlJrrrcane Ione) z • '* czon pit=au 0.090" EERTxA ALUMINUM STORM PANEL e c J/es �- 1__., rs. r• ti (2.25' DEEP) nwwu ar ( T OF ORO,..`�* EASTERN METAL SUPPLY, INC oar�sLlT iL EC O �Nc. <Pfa a� MAS fb a 16'17'x!4' LONG WALL PLATf .%�ryr{Ij4IA{ 1lr!! UVIN r rr lnP g 8 'Fx("407 e17-096 SOVC a/re•.r` AM jf^ PtuurE ..al su9 r.v:(»70rr-raJu.ra,lA3Xnr-rlVr Kv.r r�rn. a.s r�vn.M e.a ANKs.O•tb E3-CM6719 WADER.I IRL77.k,P.E C+�tj'a`� 'Jt4n rr SNf£1 1A OF 14 Ftfm'f3t Lfc 1<167 r70P TRACK I (SEE COMPONENTS. SHrET 1A OF 9) —CONCRETE ANCHORS (SEE SCHEDULE} 1 0 0 0 0 0 0 `*—"-----_"-----------7---'---__-,_.-_---__..__---*`^- r-- t � Lul � � •A w I I l I I j i ,,.`P�4 GENSF' � �- 1-- - 11� -�- - --- - - -- ---- - - - � -� � L g^ CONCRETE ANCHORS (SEE SCHEDULE) Mar. ' rr.{�� �O,i:••.'�0 0,•�d�i,,a r srt2 aoTTatr rnACK fit SCALE: STORM PANEL TYPICAL ELEVATION (SFE Couravr14'$. SMU7 FA) SCALE: r/s-= r- l/4"Max. CAP 1/4"Max. OAP •' "' FLORIDA BUILDING CODE (Man Nigh Velocity Hurricane Zane) ti cm17 rarcca mt. 0.0.50 BERTHA ALUMINUM STORM PANEL Lc (225"DEEP) T?A"tax ••�••�.'""�� EASTERN METAL SUPPLY, INC 07�" SECTION A—A I I L i E C O r He. 420 War RaADS o,1W " MUT=TING a CONEEMWO COMPANr r mi:•wtsr P"UACN,a11407 SCALE £j8" (ss1)X9-92A FAX-(561,V41-1716 1-1711 /7-086 FE-P^ry,nFVtrr-ran.rn:(walnr-rafr mar. a.a aaw.rsv r.+r 0.^:fNi1L'ub EB-O mw ' MFLORI A;_- X P.t . REF a~ SNfLT 1 01 Is FLORIDA[ie 14167 2 i rIFLOYS.7aArc t:S2LX a�7 lfUD ,� rMLLHE cucrC M'.F8 Aflt fLnD z we mux ail?.+I-Afr--Z arcilszr,CF uP-Car.rxlc-w cn \ ! tP cont afr''�' T.Cf-LtP�^s:=.a m oa 1, ,\ ar"Mr,u•r a-cam.uu-N OR 8 EJCO ffALEJ frirAfE'PAhrLrLArE` WCONS AU W.•?s.O-ser f AM rXAWC 1'T,S:irurc \ e /rewet FN W�.fE \ h '� `..; tAx+e rand aEa r�Aa a»[A3��er, �,. Al (:� a [ua pRvfiiur[ iss swE tW sfron:�. -- .—j. f-' Cant. [src sermuc rcw..ecvca -"� —� fir'-L,J eanC Kae SF.O.V) \. 1' 7:: ANO-045(MA7%mue MR sFAcra, . �\ POURED� rntixxerEMWFOVAM i—�( � � I'vwuu[/ T '� " r'� ---SEPARMON TO ' SEPAPATAN ro SfPAPAnera r0 !^Err.[t.", W GLASS T GLASS !�t CA.15C I {� SEPARA170M TO I ' ?14'0-20 I • r J14- BOLS W/Tro ".j BO TS IV/7/B r � 7/8r$/JI•WMS f{Ur lS/2OC. 9 O 12'0, a G J�J2`H6YC NUT O Cj r f O.C. %,;'/f .;//„/;.r;; i � :/,/'/./;If ./.-`%f � i •%/;'t' �//{%/:f � � � =/f.�.��f f�`r�,./r ,i_ � } J a J o I fuixe7 �r { �i OR CO".vArrE_ ffiUf.K A:t11I a4[OM1a _J. I 1Cr.'.POUY4 � �/ ._...1. 1 CPO.RE7E� BLOCK iAU. t-_' - OR CYAYGz'_?E _.�.1 �1 OR COAVM7F '� f1 I BLOCK WALL M `�- } I/ __t---v c n[, BLOCK kw '! -- C-t. 1 r wm. 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Pataa£D GO:YC,-j (2.25"DEEP) t:RAW'x aT: REYYARED FLOOR MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC 0"125117 TE ? SECTION JCA I�C O I N C. 4362 REST ROWS DANZ SCALE'J/8-. 7' mur TESTING 8 ENGIN--R -Cbk-N WEST PKAT DM#A Ft.JJ<aT au3 Kc av Lr.sm.ua e+ra ..Arec AWNE,(551)209-2261 FAY (56I)OV-1716 t 7-096 Fro•a:rSn;nr1-ras,.�.rs7r�1-Tarr m;r rte.» aur nmeNu, c+rz D?Am's Na t8-DOf1, WFIORA 7Ct1T Ar.P", ••'a'• �'� iL ' SHEET 4 OF u QRbt f.ir- 4406? l y II POURED CONCRETE li POURED CONCRETE OR CONVUET E 84CCK WALLIREGUIRFDL aLOCx WALL RCC11WEg ` '1 POURED OAWRETETE OR 2'x J'x X91'3105 U-14 OR _ �[/jq�y CO.UCREW 81P.X \�, 0063-re AlAOr C-1 M-AAVX -•S r °'. II OKL REOwell \ \ aTO1 N.CMORS 0 T2"O.C.aLOCK `\ CONCR47r 2500•Lla.`s f yytjt RrOt 2S — q 1 ANCNOR ` A 12'o.C — r'Ule. / \ \ ��\'`.,.,�\. ♦ '�(i -. 014'CAP Q i �Cwstr� 1 � II `.��\i•v�,� ��v � �.��F 0 72a S'C VAK'ss' l� T' (1 t i 1 OR �. S T !PsIX.aam AtxaYs f �T' `7 bC r.ocO a''Y.. 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IS QL E:D.FOR G3X-WFOR SANCHORS cF E COT GR 12" J 6" ++I rz" - - � / (E171TOtt �3'-0' PANEWAIE 1S 2 r r?" } /2",AND J 1/2'FOR SOW-SET ANCHORS). ms 02* 8' 12' j 12' r2" j 6- - - _-72` 12' 111' 18 1111` 4(207705!) TD ---L.-------- r0:0• FACTOR 12' ' - 12..+ 2'+j - 12" - ; - 72' j - ta' j - S(1117) ACTUAL C. D. ,"J.V +� ZWAC Ni 1z' $' 12"+ } rz- -- 12 ' ^ j 6' - t __.r2tz' r2' 6 ltz' S t8017Cu) w uiFLwr3 cwr-w SOLO-s" cF UP-ctm Fa" ! - - j - r2' { •• - - t2' ' - - - 6(TOP) J" - .86 _73 .78 1.00 'atitftfttfttl7 la' - - - 12" 1 -. j - 6(BOrroN) 2 1/2' - .71 .50 - 9' 2- - .50 _.�-- 9' 12` j - j - _.7(eo7TCtr) 1 1/2` .J5 - - - _ 12- 6' r2` 12' ra' ra• - - (roP/8arrou) FLORIDA BUILDING CODE (Non Nigh Velocity Hurrlcone Zone) a"17 1eleco:ex. 0.050"BERTHA ALUMINUM STORM PANEL aa: (2,25»DEEP) cemwl 01 ar/n/rs EASTERN METAL SUPPLY, INC 1117. C O 4 N 1266%=FOAM aave ecs it ' -_.__-- &E$7 PAW PE/.:at n.J7*07 fSiINC.Q LWGINCERw cOYPm PHa e,(56 r)zas-ez6J.FAc lsg1)641-1716 17-098 JL'ti 5C..tt�.Na. crRf&1�2 A AP66 Bars:tA".NTt-11,T1.rM r{sxVlri-tact m;.r � 6.¢ mmraar Wa LYut'OII.0 tm EE-oaaBrl9 WALTER A 71rL1r Jr.P,E, Ya ra-tl+r lnfir a; smaT 6 or 11 Ra,PILY Lrc. Nt67 in r' �7 Win, AfARAWAf A.S.D. .AGN PRESSURE RATINGjp s AND CORRESPONDING MAX1MUAf ANCHUR r, ,L.R eAmrUf/PAA77.1BvcOr rna A u1Ery E D. �£DGE OISTAr.L^E � wsa oFscN L647 uVST sr 1ERr¢G A$PDT 5f?ACTNG SCHEQULE FOR fX5T,4LL4MAFS INTO C()NCRETF�.'�ttt Ct3TirCR>TE FLOCK ���UCTURES + `�� �,y"�'r�',' 69cEavTE av Sfi>Y-4. t, •�( . FOR ANCHORS SPACJNO F. J 1/2'a •• NAVAXWUM ANCHORS SPACOIO FOR F,0, J I/2-•' ` ' ,1 -.• •7',.:.;• ', Val t APpL�F To Www dS.LXNLtIu aLYdC.Y WCOAS REZAWCa PLPL.Ottt�&1Xr a4K-N sma-4£T Rt:'F1XAm_s cr FAP-L'i;� S?GJ�T4s 4P FArtEt D TA7K'ONS RLO7D OYNALCCf ffdx-w SWO-SEr rANZWARS CF TAO,- fp,3 SCCr&7KY#`k RiYtZa 4,r caZwe'4roA ale''Tf Jr"Cott r14AFAX lC;kYrTN RAPRESSURE, m m ra m TJ I ro m ra ra m ry to LE'mem 2"(1 W9417 ' ra m to I to m m to i r7 m ra m (P.e.la LL'RMTef£�tu50.,*r =V,_l7C' mAmrytRY CO.ti'4�L IXISO&W @' R [t sA4`RY co'vR_-'7EjtLswRY CQ re�f�A° �?tY ( my'`J CGIt%7E!WASO4tY Litt.;:vrj✓A5ow CDACFt7Ej UASWW C=A-.r;W�Rf WKTfFfEl WSatRY C6'M,+P7Cj ap ,�., •� r'. tx. w_� :z- { - T(toa) a' I _ r•+r _ s - _ _ rz 6L 12' 61 t?"+rl !z' ....1 2" ( S' !z` 72' 12' i 12` 12' T" r,9r(60R{WJ 12" ! 5It 10.t0' t2- 4" t2' T2• 12" !sr 112- g- ( 5-«~ �t e� h'oiiJ r2' - fx-+' f2- - f2" !?' 12- - /2• I - 2 9+(w) r2' - 9'+- - 17'�i - iz" fZ' 12' I - 9" �_- $O'F(wp) r ' I (OTOKJ rz' s' } '+ r ' ^r2' 4' x 12^ 12'+ i 12' 41 5' (BO}TOsrJ ++ I 12' J 6' ta' ! 12' 71` S' �_j - 72' 12- t2" 7- ZA(c'V'77OM) 12` S' ... it 10" rz' ( 4^ ta"T. r/Z• 9' S" "ut(BtTAOLQ 354-4G0 12' - 141'++� - u' 3&4(TOP) 8'-0` 4JSa-cae 12' ' - tr-++ - rY' - - - 12' ! - 9` 1 - 3&4(TOP) 8.-0- TO 12" 1 6' rY++i 12' 12' B- - - 12- 12' 12" T J(6oTTTM) TO r2' 5' 1}'r� So' 12' 4" - - `12" I9}12' 9' 5' 3(OORON) LESS LESS 45641 -60.0 t2- j e 1z s+i 12' 12' 3` - - 12' 12' T2• I 7" 4(BOTTOM) #710.-$00 12' I 5' rt'++ TO' 12' 4- _ 17' 9 I/Z" 9" I B" 4 (BOTTOM) T2' ! - 12.+il - 11• "' .._.._ .. r2" 12- - s(TOP) tz• - 11TH$ - 12' - 12" - 9" j - 5(top) 12- I 5' _t2`1 T2' 12- S' - 12- 12- ra' 7- 5(5mTaff) 12' 5'-, !t- I to' 1. 4" - - 12" j9 !/x' 9- 5- 5(sorrow) ra" l - - - To• - - TY' - - - 6 tTGPJ B' 4 - - - - a - to 1/41 _ s(TOP) 12' - - - 6(canna) 6'�i5" I - "�_ 9. - 6(8orm4f) 5A rmxf) r _ - ( - to 112`1 _ _ f i �T(TaP1 5' - ..._ I - g - - 7 r/z' - _ I _ SAT oto) d• _ _ _ 6 { - - j - rr jJ T(easrou) 5 - _ I _ 6• _ - _ e• _ _ _ r lsorrwq - .. _ _..�___._ _ .. .. - _ !2- 6- - im- TOPf607RTU J r2" 12" tz' !x' 12 ` $(TGp/$aJTOu) i ( 12' F 12' 12- 6( 6- - 5-++j - 6' /2"1 - 4' - 1 (1aP) 5' - 4"++I - 5' _ _ _ e. ! - J. 3 r/Z` t(mp) It, 4' 9-++� B" t1' } s' la' i 12' 12" 8' 7 0/1- 4- t.9'(Rorrou) !O' 3' B'++� T' to" J` 1T r2' tz" i - 9"++t - tt' - !?" fz' 72'_ - 7 r/a..! _ a 84(;op) to" I _ ._ 7-++I - 02- - rr j tz• t2- I - e r/2• - Y, 9*(rap) r}` 1. 12' j 6' 7 tf2- 4' a{6OTIOLt} so" J' 8-++I T' t0- 3' - 12• 1 7- 6 0 3 1/2' a(BOTTOM) - ��... rt' 4• B'++, B' 7!' J' - i - tz' 8` 7 1 4" 2A(BOT-TW") t0' i 4' 6'+rI ]' 1G" F?' 7' 6 r/Z`�J 1/2` 2A(601`7014)x413541-4¢0 1!- I - 9'r+t - 11. 1 - - _ !2• - T 1/2'I - 3&4(TOP) 0541-600 to' I�- B'++! - 1O" - - - 141' fir/x` - 3&4(TOP) LO rt' 1 4' 9"}+{ e- 1t• ! 3- - ! - 12- j 8- T 112-1 4- 3( >T ) T8=0• TO 10' i 3' S'ttt 7' r0` J" - - rZ' 7' 6 1/2' J 112" J(BOTTOM) T6•-o' +55.0.-eia t1' 4' 3`++I 6' t7" t 3' - I - 72` I 8" 7 T/2 4(84t70t/) +fSa-&A6 t0' 3' 6«{+� 7- 10' J' - - 12' 7' 6 1/2-IJ 1/2- 4(BOMCM) TO 17-D' r { S'T' 12' ( - 7 r/2' S(TONro• - 8'+ - to- I - - -_ r2' i 6 r/a - S(TOP) 9- � 6" -If* 3' - - rx" 6• 7 112' 4' s(SOTTOV) 9• j J• 8-++i 7- s- j 3- - 1 12' 16 r/2' 6 112' 3 1/2' 5(BOTTOW 6" - - 6• 1 - ! - 8 112-,�- 6(mp) v 6' - - 6' - - T 112' - - 6(TOP) 5. II - - - s' _ _ 1 _ T- f _ 6(60mit) s - - - s' - - j - s 1/z'I - - i - 6(BOTTaa) 4' _ _ i _ _6 r/a' _ _ 4" z i T F} 4 -__ _5•.__: _ __ ..I—_..._ _..5. i _ 5 !/2- _ - .. T(ROTM(l) _ 4" I - _ r - 4- 1 - - _ 6- __2 - _ _ T(�tT7OM)_ ____--- 7:r _ r7' t2' !2- 6' - I - 70P/SGTTOY) 12• I 12• 12' I 6' - - s(TOP/601110M) FACTOR + ONLY TAPCON ANCHORS OR ALL POINT SOUP-SET ALLOWED FGR MOUNTNG SEONON 9. Aetw t o +t ANCHORS SPACN6 ONLY APPUCA6LF TO ZWAC Wa N ANCHORS FLORIDA BUILDING CODE (Nan High Veloci)y Hu one Ione) ZAU-C KAU? • SEF SHEET 7&8 TGR ANCHORS TYPE&SPACING FGR LNSMAWNS INTO ISVOo FRAVE c2o=7 tarLrm mV^. - D.DSD"BERTH ALUMINUM STORM PANEL u LNx:ON lrmw6GLT cA=7c-ur 5�!0-'..� G rA•-cctP 8U7LLVNGS. ,£}HAILS - MAX7UUM ANCHOR SPACINOS ARE u-1JO FOR 3 1/2-EDGE OtSTANCE (2.25"DEEP) CRON sr. 3• - .R6 .75 .78 r.aG FOR E.a LESS TNN J W-.REDUCE ANCHOR SPACING BY �� OT126/tJ ML4.MrA1r.SPAONGS SHOWN ON SCHEDULE BY THE FGLLOWIC EASTERN METAL SUPPLY, INC a91 FACTORS(MS.E D.FOR fA:K'-1N ANL710R5& Cr I I. ECO THC. 42M AM ROAD$D4tv8 a 1/2" - E71 .50 - 80 pMELTHIS P Z 1/z:AND J r/2`FGR SD 91SFr SANCNORSXRESULlI AWr PAW Bf.ACIC n-J5407FOR Ttr5 OPERATION TO eE MADE REDxED SPACB'1C5 RESGLTNG fTOV APPLY7NC A88VF IILLIf TLSTNC K fjlG(NCCR/NC C04PANY AQV&(56f)209-826).FAX:(561 41-171617-096 Z. _ _ _ FACIORS AWL NOT RESULT ON SPACYAYS LESS TWN J'Fal All ANCHORS(EXCEPT e...�'. `"-T•�`za.tWK.CAMM n MIM '� -- +4.5•FOR RED ND.DYN4g(XT ANCHORS). e,�+c rrGtM EB 000 f g(satNFt-ettr . a.R Aooe.m. LRAAi.Y.'fro WALTER d fgUf Jr.P.E01 n SRT$T T W 14 nA1R1Cld I 44t5T i CONCREW ANChrW7 MICRIV ANCHORS ISE.-scilEvow ISEL schm(40- 11 Cfl 114"Max. GAP 114'Max. GAP T-- 1 tail JPOURED d CONCRETE REQUIRED 2 C1,,l, SECTION 8— TPI SCALE. 1/8'- I' I'AZ4W.V - CLASS GLASS M.$EAQFO CLASS rn 14A/6. 1148/6, 1'A&h.STPAq4WN 15,168/7 +1 5,16A/7 TO CLASS I aur no7cHo 1/4'20x 1 S.5. EA CORNER& SIDENALK 60LM BoTrom As SEE DETAILS 217, SH00W. arul.7/'l 2175. MMOW 114-0-20. I SSAS�V- I 4e0 0.a i enc yr T WrERIORLY RCV0VAaLE 0i-20 A I'S;Sm.s. 8OLTS DETAXS (D 211,V14) CONNECTED tuREa -7- + TO U THRU CGAV?rrz 5/8-0 HOLES Al-@ a OR CpIllprtm 61 OX FASMAIED AT REM OR CaCRVE BLOCK W44t nur a rvEVERYREQUIRED 2'! SIDEIVALK ROM I — OR OR Q fl C&,CRrW AVjoRs Abb.148/6, 14A/6. 15 P-15.1613/7 I 6A/7 CONCREX'"vCHORs J75* \-Ca. =SCH-'Da'j -r C"'."E" e-11 —R.",", AJ�CHORS(SEE SCI�EDIJLE) �ftr Fma W/ MR*" m. SMALK BMTSACE DITAIL 2) if"a. e l0g'0011 11/do FASMED 0 A r REAR W�718 NUT SZOVON fOA mt INTERIORLYABLE STORY PANEL -,few WALL A4011NLLN9 IWTALLATIQNS REMOVABLE #11111.0-L PARTIAL ELEVATION Y SECTIONS 10 SCALE 1/8' 1" J�i =4tc:Jom". t* 1 No,44116T WSWI-4TIVNS VALID FOR PANELSYM Q-1NI-LY WITH INTERIORLY REMOVARKE EAff&SUI -mof FLORIDA BUILDING CODE (Han High Velocity Hurricane Zone) rZoll mr=mc. 0.050"BERTHA ALUMINUM STORM PANEL r (2,25'DEEP) r EASTERN METAL SUPPLY, INC a , Tl LTEC- m4.268 KfSr ROADS MW MUT U'5ntfC&CH--(NrCRfNV COMPANY AW P"Cant$L 3.UO? = all'un A m'" f7-096 'A.ria R 1- %, RCRAd F'f11157 --ar a or 14 CONCRETE ANCHCRSr.a , CO1.C1 e7E A.NcY4-<� COh'r�cTE AhrJXRS CONCRETE Ah--10.45 (SEE SCHEOME)\ sEE sew-v (SEE seNEoueE)'. __.-__E o.—=r; (sa sexmurrPOURCP CONCRETE IPOt7RFD CDNaT POURED POURED ti I E O. REGfIIRm EO. Eo. \ REWRE0 E'lE —\ 7, \ � 0�' iImmo13aj" ^ant. I C I 1f i I I 'f•Min. SEPAPAWV I m q TO GLASS I T ra I , /;� I I r•wn.SEPARAROY I ,_r' SEPARA71pN m^ I'Wn.SEPAd1T10N �'J , I vT ( TO CLASS I 1 u1 TO CL45S I 1 I TO CLASSY I � DETAIL 2- I R ------------------ _ a3 j -O i LTE/A:,2-� ✓� c' I i . t 7/n•w,s/sr o u -EVERT SUM 16 4 7/8'a x 1/32• a O 12.0.C AYNC NUr O 4 CanO(. ' J/72' I Lvrl r STUD 2 'll."T 7/e'0 r 5/32• I 1 , 10 �� I I C£CRY STUD� [en1. C.1t. �, T O r2'0.C. ' EDGE of 1_ I I ll.rR&'AX LEC POURED CONCRETE—/ i_-r---� i J:.LD rF j �v J�Louraxv 1 Rc'OV•'nED It l A P7JCAEtE —" •^+1,, I.1__�.- _ _;_ ' -- �1. t 7 CLnt. I Y catcRETEAtcxaRs f //,/f•!//1�/� //:Vl//�//,•'/ // \- !1/r'i,/!� %!r� /, %;/!'/' E.4 SLAB CF 1' LDC£OF ecrEFUArE LEO (SEE St:H-R1W.E1 PoJRm Lp''CREr: �!•-., SUR Jt / t 1._r'' STAB tr [O ATHLN N i RCC17rFED II t' / APPCrf.A3E AR 17CAP(E-L.�_ ^- CONCRETE MCHCPS ' u / < TOUFm J (SCE ScHwu!£1J i- --E.O. 'R.� COACRETE.Nrkwsl f ' �,�'/+///.•:/ //./,/!// /f/.f Y'1./A�/ (SEE SCNTDUtr SECTION 11 SECTION 1 IA Y RE+ Aar PwL>&v I ' �rRR£>£�r� B SOEKALK BATS atr VETAa 21 L lmE�T£ �/I T RtFX TEAT o R£Gu1RED (�SchscurE 1 �.Ea--i CEILING & FLOQR MOUNTING INSTALLATIONS r DtEs Ar•s o s ac s rasrEN D AT REAR Y 7=W1J2 ,cuc NUT SECT/ON 124 SECT/ON i2B PKEMORLY RZA0VAB(E PM'tz ,w/J SECTIONS 1 o n ERr s +KK a r.. samux esus(g E DETAIL 2) SCALE`5/8 - ' _CEILING & FLOOR MOUNTING INSTALL TIONS CAM 7FD TD C ` FA Mwa V FATLES AT O 6'RC S FASTENED .te79' t/{20.1-S4.--WIAW&tM AT RrQ M 7/b Jx!/J2'NY.'C RUT WIJ/d-$0 - SECTIONS 12 O EtirRr SIDE VALK HOLT. I6 �'"'� r-NfTC%SRLT FCmv9tF PANLl�i \ W1 1 4--0 A AO U 7- Or SCALE.J/8'- 7- T/8••:J/J2' I R/r/+-_m evT Ar,e:�R. j PA, INSTALLATIONS VALID FOR PANELS n USED JOINY o a c WITH INTAF OV PA ELS 4 0, _ o I I ✓� ?I �^ µ�� �.c FLORIDA BU/LOING CODE (Non Nigh Veloclly Hurricane Zone) E D.= ECCE OSpNCF - EDG sctea GE cN * @ C2a17 TS LCQ x. 0.050"BERTHA ALUMINUM STORM PANEL L e. 1875'- SHEET ro e rrJ TE (2.25"DEEP) CRARN sc• .Q, t� :,. •� EASTERN METAL SUPPLY, INC °'a`,��" 050 -r/d•rccL:o c•o.c ?yO�.ti�Q ro••• r�. r/.//qq NATE FOR COMBINATTON OF'SE�rS: IC IL E C V INC. IIEd FEST ROADS[LZYE DETAIL 2 - INSTALLATION OF 414-xi' FLOOR/CUUNG MOUNW9 SECTIONS CAN RE =SS/(?(rAtF (,1' 7—v WIZKc r CxcrNCCRrNG COMPANY KVSr PALO G=ff.Fl JN07 SIDEWALK BOLTS O REMOVABLE PANEL COUR7,'NED IN ANY WAY TO SWF ANY Rr57ALtAWN. ++'++ii�iurFllL` `-' (xi�i9n fay.`rr 9 nEd PhONC(561)209-8261.FAC[36rfd41-1716 17-096 SCAT.1•-1• ED-000671H 1o®nw o,x G?ANWC N. NAL7ER A MLft h.P,E ao(sow SHUT 9 or 14 FLORdA L3G H(67 A Jed`A SF DES=FRESSMF. R;•sTBIG ) AND QQ &&2EQAM XIx4fltt amu+trntr ySP O NG 0MU r f'O�t� *n arr_AmrnNS nU CVYM=ANV CO CRETE BLOCK UC7URES $a Asn asp. +n�cAw A!urrr rrAaw raa c a-s 1/2`a A1axr:r to RVV W WOl ow 1'-nar>ss tua:wut el,r-a - -sa a W-W PAt+blatEs ftr_:F" .ra.s V.PUW L�lr�s/,t wrueu hA¢ ilfl'a;NAcwno. NTC'nf t't"J rare ta,+u m ewrxx'TE a a:eat to az, It,ooze ro tn,Us:r m sacs m aaweArs m rxac► m ewesc'+r m Acme m oxeAerr m raoc r m r.,V +j to AAtxK m amaros m axx m ca.oz_nz m Aawf a=n¢lr 12' NIA 12' WA WA N/A IY WA N/A WA WA NIA W- I WA 12 WA 12' 1 141A 10(10') l2' t' t2' la' WA NIA IT' O' NIA WA NIA WA 12' d r2• 7 1/Y 12- 0' IOA(Eormuj T2" WA 12- 2' WA WA Le 6 t/Y NIA NIA NIA NIA 12' 8' SX• S tf2' t2' A' RCT(%N1w) 1 i f/2 NIA 12' NIA WA N/A IX' WA WA WA NIA WA 12 NIA I$' 1(/A 12- NIA 1 r R04 Isis.-615 6 1/2- NIA 12' WA NIA WA 2 I/Y IIIA WA N/A N/A WA 11 1/2' WA tl. N/A 9 1/1' 101A sm(WrmN) 9'-0'ON 165 N/A W. WA WA NIA NIA NIA - t/A P/A WA WA F{/A 3' WA 3' N/A 5' NIA tts(60T10V) I f 117 NIA 12' WA WA WA W N/A A1A fX/A VA NIA f2" WA 12' NIA Ir FavNIA II' WA WA NIA 7 0" A%A NIA ,NIA NIA It 112' NIA 11' !i/A 9 r� NIA i2A tom) 7'�'' NIA NIA NIA NIA WA S' RA WA NIA N/h I <' NfA a' NfA {- NfA tit(E4RCAt) E 0. -C4GE DISTANCE A({CN0175 LrGFNO " �CWGS ARE�IM J' a AatMOM ASPAM;By WaPmg VAMIC saccN am� ¢ neF=ovr L "3 LIA417ED TO 5'-4" LfiAX. SPAN.2 712_)A%0t0 S Au E- r„+.E 4 fCR CALX-RJ fur A/JCFtOA TYPE ANOCR (AUIC frx 7ws cPExARnv m u azSsrE xtvLA Eo st aNa oB:A¢x3n s FASIAQ SNAtI A0:LE tra ss TAP= AC iNu. LMTNA&IA2WW SPACIra CSA"arM FCR EACH A.vCtfW zYPE A7^Wfofm LECEra 5.6' GF W-CRP.PANawrr OR PJA'ELAUIE PLUS Fxcmp -.• r"_24 25• ur=J.t C o,R£WLAR TAPCON a Zt"C 16U K ERE7r-r2EX SSA a: OAEK-1N sow-sr L YF mp_c 41015. 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DESIGN PRESSURE RAniJG. +'�,"�•s�fsfN+Pty IMSST,ALLATIDNS VA41D FOR PANELS i USED JOINTLY WITH INTERIORLY REMOVABLE PANELS n INSTALLATION DETAILS ON EXISTING WOOD BUfLDINGS FLORIDA BUILDING CODE (Non Higt# velocity HttfficOne Zone) 02041 rm1rCO,ac 0.050"BERTHA ALUMINUM STORM PANEL Lrm (2.25"DEEP) CROIX Dr: - EASTERN METAL SUPPLY, INC DArt..ME " 1 N C. -2m War RC>4C"ORM' Hurt resnaa'&'"kxcmrcRurc CauPhrrr nrsr awr ewr.2 33407 t7_Og6 a3:a rR a,3q xr.�.tat we;mr c+Fo-ac,a ravac (131)204-8761 M,(561}641.1716 twm.f7asNvr.rao.rrvr r[>w"U1sr-r:ar aomrn. do or�'a+ DP.AnrMi N¢ £8-!#Kt6719 n;AttER h retar h:P.c ca ra.au rrr' SHUT 13 or 14 ftORibt l:s: 44167 114-0 SS.LAG SCAEW 114 a S.S LAG SCRESY Ilritt/+Ftp• p a'o,c w1r r/a umr. a 4'o.a ry/r r/z'u1c ,1 (�� mac/•��• R✓RLAOED PEN-ImAAV '{"ALTERNATIVctY, IRaCK C-�AEAY,arr.TH T THREADED PE1✓tTRARA'✓ \ yl �,'�" ...••••.. �pfA• TO HOLLOW CEILFIG AS PER DETAILS SH04M Q.•,•+' j ON ALTERrAIN'2L SHEET 21 £p�, ,/, '�:. �Cj1:N LC''•w" EO----EO n'A7D BE.aFf REOfkRESI. 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FOR NEW KWO MVVE CONSTRUCTION: MOOD Lfal&ERS TO BE SOUTHERN 1Fl C. 4ase tror Fg405 L-Im INSTALj�,0M OF 1/45ft PI.4"E No.Z, W/SPEC/FiG DENSITY OF 0,55 OR`GLIAL M31 PALO SOCK n.JJ4OT17-096 ms7✓LLIF FL3FF{0 d ENGINEERING CDx✓PANY ars xc S"Ap.R Ss.S7S 1�.•r:A G QII.s a✓srss ,ms(56f)209-821M FAY,(:f71J84 f-171`6 SID --I BOLLS B REMOVABLP PANEL Pu. La!+7r-rssl.xe r nosMrr-rut xn —• � — E3, M p:t- WALTER A i$t1T Jr.PF, ao u-aw AFAt s SXEtt It Of f4 FLORIDA Lk. MI67