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<br />'Cunt. TRACKS TOP dt T10ii0M. (2), END PANELS SHALL. ALWAYS BE CONNECTED TO EyJ 9NO SILL. WALL. BY MEANS OF
<br />(2) D PANELS SHALL ALWAYS BE CONNECTED 70 BOTTOM TRACK -OTHERWISE A STOP BAR PANEiMATES OR IF USED NTLY W/ 15• LOHO (23 TRACK A BOTTOM. END PANELS:
<br />97RAt1, PRQVIOED AT TOP GF SUCH PANELS, SWY3. CONNECTED TU WJ f/4"9I11"iAS. W/ 7�
<br />WR1G iRNT OR i J`4'0-20.3 Min. U 'M+ 9rN TAPPED ? ( AS
<br />(3). €F END PANED; ARE CCONNEGTED TO @OTNDAa TRACK. CO N " Ail G(NSIST of DES O ON F107E (3) F.LOW),
<br />T/4"0-20x3/4 MS. W/ 7/8'9x3//32" W94G NUT OR i/&`.Min. THUMBSCREW
<br />INTO TAPPED BOTTOM TRACK, LOCAt10pF QF FASTEt1ER5 IAAY BF AT EITHER OF TWO (3) FOR CASES WHEN END PANELS An USE JOINTLY W/ 15' LONG TRA4At AT
<br />t91 P t5
<br />X BUT E ANE ARE NOT
<br />BOTTOM TRACK STOP
<br />.C21
<br />i2�,} BAR
<br />EXTERIOR FUT.%„ES OF ENO PANEL BiSHAU. @E PRONOEO.AT " OF SUCH PANELS.
<br />SUCHE'PANO S,
<br />(4), IN CASE THAT END PANELS ARE NOT CORNECTE11 TO BOTTOM TRACK (I- A STOP B.aR (4). FOR MISTAL ATiONS WHEN END PANELS MO SOME tNTERXIR PANEL, A� DIRECTLY
<br />IS ONLYROtI59YiiG SILL ANC,#. B�,MEANS GP PANELMATES, ONE eN1ER70R PAYEE
<br />USED A7 TOP? AT LEAST "MY) PANF25 SHALL @E CONNECTED TO BOTTOM TRACu -MAP
<br />USING SPECS AA ON MOTE (3) ABOVE, IN SUCM RASE. COt4t+,ECIION OF PANE#.S MAY Bc {1513.D .767NTLY '"MMS (.^.7 AT BOTTOM ANT13"ATI 80TIOM TRACK 70 WAE1
<br />OW
<br />to BOTOM K MAY OCCUR AT ANY PANEL. LOCATION WJ 11kO PAHE7.IAATES FOL[.aW'ING NG SHOWN ON ELEVA7lDW AWD W
<br />(5} SEE SECTION 1% 3' .F. 4`. ON SHEET 2A SEE ANCHOR SCHEDULE ON SHEET 25:. LEI+• EDGEPOM CE. FOR THISCASE, OQtETNOR PANEL VSED JO�Eh.Y Wv
<br />NOT NEED TO BE CONNECTED TO (i2H7 BY ANY MEANS. 1PACK (3Gi)i .:/LL NSEMLEG
<br />1."'H11HISN"All
<br />SYrM A Ti[/� SUCH THAT ADJACENT PANELS E kEFT B RIGHT SIDE OF ERIOR PANEL) HAVE
<br />THE,R ONtAtAPS RETAINED BY '..
<br />♦YY ETC• "'�l
<br />fi3� •"" '+
<br />`}GIN FLORIDA SUILOINO CODE (Nigh Veloa Nu cone Zons'.
<br />F.P.
<br />NO, 4 1 B7 x WJma ,matzw. Ric 20 GAGE GALVA10116 STEEL STORM PANELOWN
<br />W.
<br />STA OF CC •- _ .._.> •w (GLOBAL PROTECTION PRODUCTS, UC. ,n o
<br />C.+rr
<br />,ism I 4eao sx a, s+TmT
<br />s90 �
<br />(� ! ANY OWe, fl. ]}jls
<br />"4'•'••..
<br />%yNC,q V+` �»'�PaFtrntnffis. m61rt0' t�47a�-',ta:u.eAx:Lls,)�.maT 20-176
<br />//A/AA4�pp,�� �'• .w,M SpAfBRp Npt rre
<br />LENTIL :i. TU1F G-1a0p7tM s4i �rau
<br />NEN N4M MMALeDR A Lr„I P,G tM1, A. _ 9BM El di Ra:
<br />INSTALLATION
<br />Ja4" tAPCON ANCHORS iJ4" TAPCON ANCHORS
<br />0 0' OF.
<br />POURED tONCIRTE " PWAEO caNCXflE .,
<br />OR CIXRCOEfE M; % or, CONCRETE RLociC
<br />RECK)m 1 REQUIRED S
<br />g"
<br />Ica •a j j .px sPN.uIP•I m
<br />i � a
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<br />tip w
<br />1 j x`dR' war
<br />I I €
<br />I
<br />fi
<br />fL%101. NE HO1" WA ._ 14-1D'M PANELMAIE R,uS W/
<br />�N¢, BEYtlN "z" WING NUt W:W/
<br />-'-- MUM. st0CK .. _ _ORRDCONN OW
<br />AM
<br />WOUIRED REQUIRED
<br />WALL ►tOUWTlNt2 INSTaLLATN3Nj ( MOUNTING 1
<br />SEtiSTIONASa ,
<br />O REGULAR PANEL � LIFE :S1iFETV iF hMEL
<br />SCALE 3JB'�1"-A A IT�t,t SCALE 3/8'-T"
<br />7/f i 9Ji'i Vr'
<br />SEE SaRiT 19 ! Fo FOR ANF}I110 TYPE k JMOHOR ttfC vmaoal Mti'}�.- Ely •''
<br />ERA,£ 9"I'a SIAC04 MR AWi1DlK 1Nr6 t1aOD MI. ,MIa11M1 aw&+s (M.) ] l �•
<br />mmum MOHDR Smam ARC Www " i y
<br />DMRTANFEARePENEAtEaofTNO aSaM&mAnA r4N.a(sf _ 3 = = 1G.44187 FLORIDA BUILDING COOS High Ve#Q Nu cone T04$
<br />ST,RiEDWE FLA F:O ,LETS TNAv R61MA1F0 Ow BP,Mani snow 6N1 ihi '3 _.. 3 yS +
<br />sOHED Ax RTOINE ANCMNR 9r �, . » 4nma yT V e 20 GAGE' GALVANIZED STEEL STORM PANELFA
<br />M KIPtym SPAcm SHOWN 0.1 SCWK E AC9EIL tan, an YBID99f{}: RM,'IDR 7ATE c$•.� �1 P le, a;:.
<br />BY THE FOLD" G FACTORS. I m l,t1S - y9
<br />aPERSTiLNE ro BE POS50€E D 1/z _-- z_ _ _ O„V;=. , �ORI -�+"�� oF/29�sam
<br />9E � 7Nw DMww`w tm : r/' w `'" aNRI `( r��s�rtr Gt08Al PROTECTION PRODUCTS, LLC. ....• 'Is S. Mr0/Nt. Dom..
<br />3' $F 4aaa S4L SI MET! -
<br />FOR iMN ANpaDR TYPE ON Tie4 SCHEpUIE ._ -_- , _.._---..T. A 1g11HglHt A9.i,€i Y aWC. FL 3014
<br />xx SIu Y►I�wwsaei roiYw, tni9ns: 1964)eM-76la; EAIu 9S41+i-9 20-175
<br />R'. . 1 {aPA .tNlba , y, 4K1T 4T«tali - sPrr'pe. _ Iw61N. I VI I004 NRt
<br />PF. 3Ylll1R€;NitURE/OATC "NACICrt h Y�DDaB{1475dr.. Pf '.r rAi+a
<br />39'..
<br />b'iL7WaKPw-si>. ES- VALID HANG =0.EME �Y F9'A3
<br />1, E-2 HONG STORM PANEL "" ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN Al. 4) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE ID 6 PANOXATE PLUS INTO CONCRETE
<br />A.CCORDAriCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE, .BLOCK SHILL BE 1 1/4'
<br />OL51CN "NON LOA05 SIiA-Y., BE AS PER SECTION 1620OF THE ABOVE MENTIONED 0 WNNA NR E0 CODE, BZ UM EM CF 1 a"s X 7 " -N I BE871JENT' / /T CAW -IN ANCHORR.
<br />BE 5 7/9' bY10 CONCRETE:
<br />FOR A WINO. SPEED AS REOtI ED THE ,MLiR7 N
<br />N4 BY E SOtGPIDN WHERE THESE SKITTERS WTL.L � IKSTALlEO ANO WO EMBEDMENT R:0 ANY FINISH ArA7EAW. SHALL BE E+ERMTTCEQ.
<br />PERMITTED.
<br />FORA ❑IR 7-1 ECtXOt4ALTTY FAL70it:: R'0,85. LNSrNG ,SCE .BAND SMLAtV: NOT EKG' I UM
<br />EED THE MAX M CA.S.O;) 1JA SS :SN.S BOLTS LYSEfT SHALL. BE LONG :EI�CaUGH(STYOULD. ANY FCNGIR MATERIAL. EXFSS} TO
<br />OMMON PRESSURE RATINGS INDICATED ON SWEETS 2S. & 26, E 3/
<br />ENGAGE 3/a" Il4f0 AtNC}TOfkS.
<br />ANCHORS.
<br />N ORDER TO VERIFY THE ABOVE CON617,ON, U6TtMATE DESIGN WIND TOAD°' DETRMBYE9 PER ,SCE 7-18
<br />SHALL BE FIRST REDUCED TO A.S.D. DES" WNo LOADS Bl' MUL7Wt;YNG TRREM BY ELB IN ORDER TO EL31 IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,
<br />TO COMPARE THESE W/ MAX. (A.S:O) DESIGN PRESSURE RATINGS INWA7E4 ON STYEETS 25 & 26, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE 8EHN6-SUCH PANELS. ANCHORAGE
<br />StW1 BE AS MEMIONIM IN 8.1) AND SN 9.2).
<br />IN ORDER TO VERIFY 11� COMpgNGN15 AND ANCHORS ON THIS P.E.O. AS NESTED WERE NOT OVER S9RESSEO, A 33X INCREASE
<br />7N ALLOWABLE $TRESS FOR WIND LOAD$ WAS RM USED IN THM ANALYSIS. FASTENERS SPACING TO WOW WAS BEEN
<br />o w VA7 ETERM NED ACC ,S. S-. C .ANCHORS SHALL
<br />Y'TRDAiC,E N.D 2O ALL BE INSTALLED FOLLOWING T () LLOWING ALL OF THE REi:OMMENCM71ON5 AND SPEOFICATXDM9 THE 'S
<br />O "HE ANCHOR
<br />MANUFACTURER,
<br />STORM P7MNEL'S ADEOUACt FOR IMPACT AND P'AT7GUE. RESISTANCE HAS BEEN VERIFIED ING
<br />ACCORDANCE WITH -SEGITOW Y 626 DF
<br />OF THE T VENT: fABORA • RE 2O 2 AS ROTOS�LS TAS 207 CONTRACTOR 0 tf THE SOUNDNESS OF STRUL"NR � THE E WHERE SHUTTER
<br />THE ABOVE PER .. 19 R S}iAll BE THE R - MENRYMIEL, CODE AS FENESFN+ATPOEI 1ESTlN„ TORT 9NC. -PORT - -3 P ETO
<br />INSURE P
<br />fiAS- 7 - BE € 2TF2 AND AS 203 IS TO @E ATTACHED t0 INSURE PROPER THUS SHUTTER Y ANCHORAGE UTiiR 5i-WLL ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />2. THIS SYSTEM HAS BEEN ORM,NED t0 BE INSTALLED ON THE Ov`TStOE G- Fff OF THE OPENING; ACCESSING TOPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/O THE USE OF A UDDER OR LIFE, THIS APPLICATION IS VALID WHEN INSTAL AT;ON IS INTENDED m BE. PERFORMED 12, THE INSTALLATION CONTRACTOR Jr To SEAL/CAULK ALL SHUTTER.. COMPONENT EDGES WHICH REMAIN IN b'OMTDNUOUS
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WINQ/RNN INTRUSION, CAULK AND SEAT, S40TEA TRACKS AU. ROUND FULL
<br />LENGTH
<br />3, SERIES 1006 NSt TK}N LS APP GABL SINGU U ETD S3 G AND ODUBt.£ LING I :[ Y: LE H SME WlWDOWS WHEN NSTALL TlOi S R DINNED OBE n E
<br />PERFORMED FROM. THE INSIDE Or 9TAUCTURE. t3STORM PANEL 94STALATMON SHALL COMPLY WITH SPECS YNLNCAM6 IN THIS DRAWING PLUS ANY BUILDING AND 200NG
<br />M T RI SDICROW WHERE PERMIT /S APPLIED i0.
<br />4. SERIES 2400 NSTALLATXR4 IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTALS'LtUfRS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JU
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE :INSIDE OF STRUCTURE, 1a. ATRIUM WINDOWS AND DOORS, INC. E - Z BANG STORM PANEL SYSTEM" IS RY7FJfY` PEtd".
<br />5_ ALL ALUMINUM TO BE Y Is, e €)tiRUSKINS 6063-Y6 MUD. AND THIS PRODUCT EVALUATION
<br />TEMPER UNLESS 07HERWISE ND7EU ) TION DOCUMENT .E.D. PREPARED THIS ENGINEER
<br />( ) (. BY VEER i5 GENERIC AND PROVIDE
<br />S EIRIC DOES NOT Rfns
<br />INFORMAIIO I FOR SPECIFIC • ! SITE PEC FTC PROJECT .. WHERE THE t a CONOTr10N5 �YTA E FROM THE P_EO.
<br />8. ALL T ALUMINUM SMEFJ' METAL USED A CL"AVE -H A 0&URES SHALL Wh E 3 0.5 .1 ALLOY,
<br />(6) CONTRACTOR TO B£ RESPONSIBLE FOR'TILE SELECTION, PURCHASE AND INSTAUATY614 INCLUDING LIFE SAFETY OF
<br />7. ALL S'IM SHEET ' PANELS S HAVE U DUALITY . NAE'7A.. SHALL VE STRUCTURAL OUA.I ASTM A-. tiRAO- 5 V 7NY5 PRODUCT
<br />GTII STEEL 969 4 0 Min. CAL. ANYZEO STEEL. PROOu BASED ON YEAS P.E O_ PRiA40E0 NEJStE DOES DEVIATE FROMTH E CONDITIONS- DAI1`D ON
<br />DES9CMiTipN W/FYE 50.5 a(AMR ROUEO , THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS 1re GONRACIOR•6 KSPOWSIMrY,
<br />& ALL SCREWS TO BE STAIMLMS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT CCATM CARBON SIM AS PER DIN (0) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED. eNVAL.IO IF MODIFIED,
<br />SODIS W 50 Lai YIEtO AND
<br />D 9D I,N #EN$iLE STRENGTH & SHALL COMPLY WFLORIDAt at t 4.
<br />/ }10 BIlIDS40 CODE SECTION 2 .3.J. /
<br />' a STff SPECIFIC PA PROJECTS SHALL BE EPAREQ A RY FLORIDAT?FGiSt OR .-
<br />( WTaCN WILL
<br />WHO WILL BER ONCMTECF
<br />4. BOLTS TO -TIDY VAN 1 - BE AS7M A GALVANIZED OR AIMS 304. SERIES STAINLESS tY r JB i BECOME THE trNWNESR OF RECORD R ¢ STEEL, STEEL, (`Ft kW MINIMUM YIELD STRENGTH. fCf)R EO.. FOR THE PROJECT D WHO @ (. AND WILL E RESPONSIBLE OR t1Y'
<br />) RESFON 1'ROI'ER
<br />1N P DF A RO, ACING A5 f)E't$GATFSJ EWGINEER TO THE P�E.D. EWGIttEQ}, SI•LALL
<br />USE IT E .E.O. TfOR
<br />C SUBMIT 10 ICU D, ANCHORS TO WALL S19MLt S LATTER THE STrE C S AS I"CILLOWS SPEH3F1 DRAW
<br />THE SPECIFIC T'{YFC REVIEW.
<br />X
<br />(,)
<br />a ,HIS PLED. SHALL THE GATE AND ORIGINAL S : AND SIGNATURE
<br />() BEAR FtlGI lilt SK"'NA7U OF THE PROFESSIONAL fMCNEEROF
<br />-- 7/4°0 TAPCON ANCHORS AS MANUFACTURED BY CTIN, BTNLDECT, INC, (MIN. Nc-31112 P.m.) RECORD THAT PREPARED tT
<br />- 1/ 4' • 7 -.•.I'
<br />X 8 CALK -IN ANC AS MANUFACTURED - ALT i / J I€ORS, BY OEW INC. MIN. P'ra3oO0 .a. ( P r le . STORM PANEL IdANUFAL"TtlRER'S LABEL. SHALL.� LOCATED ON READILY
<br />- TOTS-10 PANELMATE FEMALE 10 & PAHII.MAff PLUS ANCHOR'S, A5 A6WUFItCTUTREO'BT ELCO CONSTRUCTION PRODUCTS. LDCA A REMYL VISIBLE LOCATION STORM FANS IN
<br />ACCORDANCE WITH SECTION 1709.9d � FLORIDA BUILDING Of70E. ONE LABEL SHALL. BE r''UM.'ED FOR EE}lEfi/ OPENING-
<br />( 37iS0 LA
<br />G3BFUNQ TO COMPLY i WITH SECTION 709.8. FLORIDA
<br />2.OF THE t . LNt1C3 CODE..
<br />BITi1
<br />&I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 :3/4' AND 2° FOR PANEUJATE
<br />FEMALE 10 0 PANUMATE PLUS.
<br />Al) MINIMUM EMBEDMENT OF 1/+'0 X 7/B.. CALK-YN ANCHORS SHALL. SE IS "71e INTO. CONCRETE NO EMBEDMENT INTO
<br />ANY FINISH MATOW SHALL BE PERMITTED.
<br />1/4. 0-20 SS SI1XW'A(JE BOLTS LIED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4"
<br />INTO ANCHORS, EHEu
<br />.USER A TJ y,O�
<br />*a) IN PRECAST STONE
<br />CASE THAT PRECAST CONCRETE PANELS. OR PAVERS TIC MUND ON THE EXIStING .WALL OR _
<br />FLOOR, ANCHORS VIALL. BE LOMG ENOUGH TO REACH "THE MAIN STRUCTURE $FIND SUCH PANELS AaCN)RTOE. SHALL )„IIGENS' r.
<br />BE'pe g F
<br />NENiMA1E IN A.1) AND IN A,3}. �.
<br />NO.44167 =
<br />(B) itt.2'3LG coNeuc><x @ '-
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<br />- 1/4` 0 X 7f@` CALK-N ANCHORS. AS MANUFACTURED BY DEWALT INC. (fmm1500 pA,Y.} : (�`••• f•. _ '• &1ma "'TEEM No. - T.p.
<br />s 2O GAGE GALVANIZEDSTEE ST
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<br />'\:% IONJ B9>F:DmnnM7K9i �F •. s'� No. 44167
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