|
S{fiitt)N A -A
<br />WALE 3/11r-1-
<br />� Ak � • h.• A u.;a a.Y. a �. �... ,.... 1. L A - •
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />Mox. PANEL LENGTH
<br />L (tt.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />(p.s.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0; -72.0
<br />8'-&'
<br />2 3/4•
<br />UNBOLTED
<br />2. F
<br />b
<br />;IH
<br />an
<br />WALl MOUNTING INSTALIATION
<br />SESIIIIiw
<br />SCALE 3/a•�1"
<br />SM
<br />1. INSTALIATIO S ME ONLY VALID FOR " DWOS WIN AST. Desm LAMS
<br />UP TO +SSS. -72.0 FSF AND PANWS UDIM UP TO W-6•.
<br />2. HER NEW WOOD :RAMS CONSTRUCTION, , WOOD male RT. TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DESIfY OF 0.55 OR EaUAL
<br />a STORM PANEL
<br />PANEL'S EO UP
<br />W/ HEYI m EDGE.
<br />ISOMMIC VIEW DETAIL A
<br />ROUNDED CORNER OENDS OF PANEL'S
<br />END UP W/ HEMMED EDGE.
<br />(H.Ts)
<br />g�
<br />8
<br />L
<br />Q7 3'x3"1MaXA) ALUM. ANGLE
<br />�I�
<br />.A w .055' (TIP)
<br />---.75w---
<br />O STOP BAR
<br />T1" LONG
<br />6003-75 Alum, ALLOY
<br />No. 44167
<br />Z.000"
<br />f 125" .750'
<br />"J". TRACK
<br />No. 44167
<br />PA.
<br />•LVRNVR OVIWInV VWC ' s
<br />em'At 1AtEco, aNe 2() GAGE GALVANIZED ST 1
<br />Etr E� O I�Ke� t lfUL PROTECTION L
<br />V REVERSED 'h* TRACK
<br />w
<br />I
<br />["q� (Tra )
<br />(J:
<br />1 t 4
<br />606T-T'8 Alum. ALLOY
<br />RIGA BUILDING CODE I
<br />20 CAGE GALVANIZED ST
<br />LOBAL PROTECTION
<br />OPALS
<br />n. 4
<br />PFKKE:. iRs4)Ry-Taa F.
<br />T25"
<br />2A00"
<br />2O GAGE GALVANIZED ST
<br />•IIAi• PROTECTION
<br />D.P.
<br />AMD
<br />0
<br />MS.. W/
<br />kl1T
<br />L
<br />J
<br />125'
<br />A.•ANGLE
<br />1
<br />INSTAUKION DETAILS FOR OPTION #2 FOR LIFE SAFETY MRM EIEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR COME BLOCK SIRUC 'URES
<br />4 4 TAPCON ANCHORS �4' TABOO! ANCHORS /4' TAPCW ANCHORS 4' TAPCON ANG1gR5
<br />f 9• oz,: a 9' D.P. to 01 D.P.OMR
<br />o B• o.e.
<br />POURED WHO POURED
<br />i `..
<br />BLOCK
<br />-` 84OCK EOBLTE. ,i ` BOCKtxXOCRRiREOUIRED
<br />E.D.♦ ueFD
<br />COAL i
<br />eM qN kHRrIq pM + lai1N4 YM T
<br />MASS
<br />la
<br />L� Y
<br />Y W 'rck'W'
<br />&at; aw Ae
<br />r
<br />oe
<br />1/G2_ +, .3(#"ss. w3 WX ! V2• _ r! 1'�4'e-2a3(4"S.& ws. W/
<br />' 1 t l/aYx3/32 WeHI NUT WASHER I 7'/6'ex3 32 WINS NUT WASHER
<br />i > 0 12 t/2" oz.
<br />'�i a"o . 3/32" wx+e NUT i � r "r 3/32" WEEP
<br />YVASNER 4 12 1/2- 04C; P NUT .WASHER (SEYGNO)
<br />, d TAPPPN ANCHORS 3 1 4 TAPCON ANa10R1 ! 4 lAPCON ANCHORS
<br />(STAGCBm W/ STUD) �4 1AO4FAED W/ STUD) iC. # i/2" O.C.
<br />- OCONgtEIE BL00KSLDCK OR C IE SLPCM -POURED CONCRETECONORM
<br />O0000NCRETE BLOCK CR O�t� F BLOCK
<br />REODNIED REWIRED REQUIRED Romm
<br />TALLATICIN
<br />crtmrlu ><, WAd L NLL
<br />QUHMItI IATION W_ d�_Y11L4TAt E
<br />OUIMNG M
<br />CTION
<br />0 REP" PANEL 0 U � ANEL d Rf PPAANEL � �t� s�AF PANEL
<br />SCALE 3le-l' SCALE 3/a -I' SCALE 3/6'-1' SCALE 3/S"•i •.
<br />A MCO Piet � r x AN4NOR TINS : �,1N1µiNNiw,gl,
<br />KE ARE
<br />Wh"
<br />MOM SPACOM AND MNIAAJ
<br />ON o IOZsraHmuEBW"4 E0. LtSfr W�W/O TEu - f =;W m �,'i��P°r,•• r,ENSLc - -
<br />eear,. ser 2 FLORIDA BUILDING CODE HI h VOlooffy Hurricane Zone
<br />smm" PENCE AI mcft sPAme BY - � _.
<br />"TIUM SPACM SHOW ON 3aE01R.E "a L6 (oz mmm IN= � No. : •k 5 Sao ,NuGto. Art 20 GAGE TUU_VAMM STEEL STORM PANEL p�r,'P,'ar.
<br />BY THE FOUDOW RCTRIL FOR THE
<br />S° NTo K NOT s,fr - '* TEI3.......W.a. eT/f,/xmF
<br />BE LESS THwH w"m »caw wo1ATFn Oqt. =;P:E�t� 11 L 1 E C �,i The. GLOBAL PROTECTION PRODIICiS, LLCFOM OOHH ANWHOR TYPE ON nw SaEaRE 3' ,m p•RLd - A 44 R. =BIKE* -
<br />3 1. 4,tt (cS`•, ..a=xa, kw. a r woa a�aA n aFaN ft** 01""-75W FAX, (W)M-am 20-176
<br />4'ry SITE f N � Nw» � tmP m-,u , R . m-HEN sar . aM M. � oRHxala NmY
<br />WNNl MW�€.� TONNE-'G-0006%ti x
<br />aW,IIR.A : N.. PJ% - tRQi,T OF 20
<br />KII&A KIWORE11411.3 Ji;�J � I��i 1 ---11 i%Jil
<br />1 4 . P-R.rew.i•i i
<br />1I�
<br />I.
<br />ISTALATONS ARE ONLY ViWD FOR BUUWM WITH P.S.D. DES" LOAD$
<br />UP TO +504, -72.0 PSF AND PANELS LENGTN UP TO W-B•.
<br />2.. FOR NEW WOOD FRAME CONSTRUCTION, WOOD. MEMBERS TO B SOUTHERN
<br />FINE NO. 2. W/ SPECIFIC DOWN OF O.SS OR EQUAL
<br />3'/24 �} (sF€ ND1E 2 BE1DW)
<br />V/24 B► 4'/24w Q'/ oR F(b (So: Mort 2 Book)
<br />AVEL) (RNTEaKIR PA+Na) ONT7tlOR ,VNEL) (aNTMOR PNffI) 60 X R'
<br />zx+eaar I till II 1 11111 111 II i �.sBaa.mOW
<br />40 % 'L'
<br />3EE-aecinla W s�.
<br />>ELTx , 1. MIA,
<br />NOTE 3 OR )e/ OR W/0®.Q
<br />• UST PA1A0,- _ (} TD Be INSI� U
<br />FOR OEM L+ T ALWAYS W
<br />IFFAR !#IDLE 1R E MIALL ISROM
<br />I TO BE IN3TALLE0 FROM
<br />-_ MDWF 3/N. '+ T• INSIDE OF SIRUCtUw-
<br />r-T1r w>w aAP �,Is• ,Aw. SAP
<br />cr dt(jw-wo(D•©
<br />SECTION A-
<br />SONS 3/3Y+1•NOTES
<br />0). DEF N= OF SERE 2=,, E - 2 HAND STORM PANEL SYSTEM CO MMINO OF PANEL +
<br />ConL TRACKS TOP a BOTTOM,
<br />[
<br />(2). r PANELS PIALL ALWAYS BECONNECTED TO 90TrOM TRIER OTHEINU A Stop am
<br />aSbMLL BE PROVIDED AT TOP OF SUCH PANES. /
<br />CONSIST
<br />(�' R ID T BOTTOM iRFCK WM
<br />7KIN ASTENER51 H YE BE AT E'RHERTHL OF THUMBSCREW
<br />EXTERIOR FLAT FLANGES OF END PANEL
<br />W- IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK Mc A STOP BAR
<br />S ONLY LUSED AT YOR) AT LEA4T TWO PANELS SKA L BE CONNECTED TO -BOTTOM TRACK
<br />USIO SPECS INO1CAlEb ON NO'RE (3) ABOVE. W SUCH CASE, CONNECTION OF PANELS
<br />TO BOTTOM 7RACI( MAY OCCUR AT ANY TtANEL.'LOCATION.
<br />(5). SEE SECTION 1'. 3'. 4c 4. ON SHED 24, SEE ANCHOR SCHEDULE ON 'SHEET 2S,
<br />""wirAiiarriABRi�NieeWirs:`swwri' ie`IWwilei�'"•-••�"-u�Fx~ ``
<br />G_,
<br />40 2 'L'
<br />amm
<br />Ir (TiA)
<br />WYpBOE sW;,- G 1/2'; TA EAF1LSUg
<br />ATRN4f]I41R PAELS.H ,� - -
<br />• UMT P - 1yT an
<br />70 B METALLED AT Fi,A/Hl
<br />1NRIWw SHASALSWYS # Wl
<br />liFAR rN:VOLE 10 FhC UT a/SOLL€IFRLW
<br />Iw a BI1RµLEG FROM
<br />7/4" Nor. SAP Tt4' H.. GAP-J
<br />1 SFCTIQM 6-8 . F
<br />(1). : E - 2 HAND STORM PANEL SYSTEM CONSLSIXNO OF PANEL +
<br />VL TRACKS AT TGP & PANELMATE PLUS ON 15" LONG
<br />T BOTTOM W/ PANUMATES,
<br />(2). END
<br />ELPANELS
<br />MATFS WSED MEANS Of
<br />.1UINTLYOW/ ifi�LTOSILL WALL ONG TRICCK BO TOM, PANELS
<br />WINGD NUT PoaRBED DUCOBI/4'EDi-[i". M�. 1'HU4IRUSTAPPEO E%CEPF AS
<br />(3). FOR GASES WHEN END PANELS ARE USE JOMLY W/ 15• LONG Q AT
<br />BUC no PANELS ARE Not CONNECTED TO BOTTOM &.91, NA STOP BAR
<br />SW.L . PROVIDED AT TOP OF SUCH PANELS.
<br />(4). FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />MLUy/AaU WO USED
<br />ROANS TO EXISIM SIPo�GWF�NGINSTANCE.0 3 SHNGWFi ON ELEN'ATIO AIMACM mTC TY 3MA ONE INVEIVOR �1 2'
<br />NOS NEED TO B CONNECTED TD ,(2? ANY AI£ANS. TRIG 10 Y
<br />y SUCH THAT' ADJACENT PANELS(E LEES k RIGHT S DE OF
<br />4iy, THEM aVERLAPS DETAINED BY.
<br />INUAUKION DETAILS
<br />INTO EXISTING
<br />1 4 ANC TOCON HORS
<br />FOR
<br />POURED
<br />OPTION #2 FOR UFE SAFETY STORM PANEL
<br />CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />tja^ T!'PCON ANCHORS
<br />SYSTEM
<br />( go" ac.
<br />POURED CONCRETE
<br />nw
<br />1
<br />� 1/4•
<br />11/4'
<br />CL
<br />CIO
<br />NIaON , ,/4's 1/# i
<br />SEE aHET:T ,0'! 2D FGXT T,1±E t TAPOON
<br />>mnaND FAR a11TMLAlaS rNro NQm
<br />anMPnin rWwW T)a) 2 3
<br />LNAMW,ANCHOR �IaNOS AO aaHAH,ULI
<br />mcE oarAAtE ARE nmxATm W Was •maanAox r.am.a p+J 3 3
<br />$tf' fFMR.E FOR F.O. LESS ' faW EiDICAiEO ON PAAFk 6aa.Y 1.�1t W 3 b ijII
<br />saEn1XE RETIRE plalgl st' eY
<br />wamrlNa SwLaln SNo:MN 71N SY2WdAF AORSL Ea pEii L t9CPoR
<br />BY THE fOtLON/R FUd'TCYtS. FOR 1faS
<br />aPESUgIN ro eE NSSBE, RRuurFo
<br />5PkMR DIMMED U�w FACTOR SHALL NOT k , -
<br />B LF59 THIN HImlOM SPAfiw aMNPMED 3• fm im
<br />Plk9 BRAN AHXIOR TYPE ON'n05 $OSNEd1iL
<br />3,
<br />G�61. a=- VA1.63 £-2 HANG ST(16it PAN®_ mmm
<br />1. E-Z HANG STORM PANEL SHO" ON THIS PRODUCT EVALUATION DOCUMENT (P-ED.). HILL BEEN VERIFIED FOR COMPLIANCE IN
<br />ACCORDANCE WITH THE 2020 (7th WITION) OF THE FLORIDA BUILDING CODE.
<br />DESIGN VAND LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE MOSHUTTERSW MEtIflOTHESE BeNED CODE
<br />FOR A 0W SPEW fYSFACTOR KK4-06s u ASCEOICTION 7-16 AND SHALL NO EXCEED 1IEE 901MUUM (A.s o)
<br />DESIGN RATINGS INOMATED' ON SHEETS 25' M: 26.
<br />IN ORDER TO VERIFY THE ABOVE CONRRIOI ULTIMATE DESIGN WIND LOADS DETERMINED PER ASM 7-iS
<br />SHAD. B FIRST REDUCED TO A.S.D. DESIGN WEAR LOADS BY MU.TIPLYIR THEM BY 0.6 IN ORDER TO
<br />TO COMPARE THESE W/ MAX. (AS.D) OEM PRESSURE RATINGS INDICATE$ ON SHEETS 25 k 26.
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER SRRMED, A 33X INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS � USED W THER ANALYSIS, FASTENERS SPACING TO WOOD HAS. BEEN
<br />DETERMINED MN ACCORDANCE WITH N.D.S. 2015,
<br />STORM PANEL`S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORI', IW- REPORT ( 2032, AS PROTOCOLS TAS-201.
<br />M-202 AND TAS-2D3.
<br />2. THIS SYSTEM PAS :BEEN DESTINED TO BE INSTALLED ON THE OLUSS)QE OF RILE OPENING ACCESSING THE OPENING FROM THE
<br />INSIDE W/O THE USE OF A LADDER OR LIT, THIS. APPUCATM IS VALID WHEN M1ST'M:SA7ION IS INTENDED TO BE PERFORMED
<br />FROM THE INSDEOF STRUCTURE.
<br />3, SERIES 1DDO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTAI.ATION IS REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />4. SERIES 2000 INSTALLATION S APPLICABLE TO SAGE AND DOUBLE HUNG AND. HORIZONTAL SLIDERS STYLE WINDOWS WHEN
<br />INSTALLATION IS REQUIRED TO B PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />5. ALL ALUMINUM EX1RUSIONS TO BE 6063-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED)
<br />6, ALL ALUMINUM SfW METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY.
<br />7. ALL STEEL SHEET` METAL PANELS SHALL fOA STRUCTURAL QUALITY STEEL. ASTM A-453 OWE 50 MIP., 64YANI2EZ1 STEEL
<br />DESIGNATION W/Fy- 50.5 Nal (AFTER ROLLED).
<br />9. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION. RESISTANT COATED CARBON STEEL AS PER DIN
<br />50016 W/ 50 1W YIELD STRENGTH AND 90 W TENSILE STRENGTH NN "LL COMPLY W/ TiARIOA BUKDILG CODE SECTION 2411.3.14.
<br />9. BOLTS TO BE AMU A-= GUJ.VANZED STEEL, OR AM) 304 SERIES STARLESS STEEL WITH 36 kai MINIMUM YIELD STRENGTH.
<br />10. ANCHORS TO WALL SHALL B AS FOLLOWS:
<br />(A) M EXISTING POURED Ca" :
<br />- 1/4'0 TAPCON ANCHORS AS MANUFIHCTURM BY LTV. BUIWEX. INC. (MIN. V-3192 P.a.l,)
<br />1/4- A X 7/8' CAUK-IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. f', 3DDO P.a.Q
<br />014-10 PAN€LAINTE FINALE ID NI PANEIAVO PIOUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />(Fc-3350 "34
<br />AI) WW" EMBEDMENT OF TAACGN ANCHORS INTO POURED CONCRETE SHALL B 1 3/4' AND 2• FOR PANELMATE
<br />FEMALE O k PANELMATE PLUS.
<br />A2) MINIMUM ENLBEDMENT aF ,/4'0 X 7/r CALK -IN ANCHORS 94ALL B IS 7/6" INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL 5H1M1 6E PERMITTED.
<br />1/4- a-20 SS SXNWALK BO.7S USED SHALL BE LOIN ENDUCH(SMAD ANY FINISH MATERIAL OUST) TO ENGAGE 3/4'
<br />INTO ANCHORS.
<br />A3) IN CABS THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR
<br />FLtXdR, iA(:`HORS SWiU. B LONG ENOUGH TO REACH THE MAIN STRUCTURE BEMND SUCH PANELS. ANCHORAGE SMALL
<br />B AS MENTINED IN AI) AND 1N A.2),.
<br />(B3 IO 3.iYs34.NG bNTc WE -WALL
<br />1/4. 0 TA'GXNN ANCHORS AS MANUFACTURED BY LT.W. BUILDER. INC.
<br />1/4- 0 X 1/0- CALX-IN ANCHORS. AS MANUFACURED BY DEWA.T RNC4 (F'm-1500 p.a.1.)
<br />- 114-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRLICTLON
<br />PRODUCTS (f.-2071 p.aL)
<br />8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANaWTE FEMALE O h PANUMATE PLUS INTO CONCRETE
<br />BOCK SHALL BE 1 1/47.
<br />B.2) MINIMUM ENISMMCNT OF 1/4'0 X 7/0' CALK -IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE.
<br />NO EMBEDMENT WW ANY FINISH MATERPI4 SHAD. BE PERMITTED.
<br />1/4" 0-20 SS SIDEWALK DOLTS USED SHALL B LONG ENOUCH(SHOULD ANY INISH. MATERIAL EXIST) TO
<br />ENGAGE 3/r INTO, ANCHORS.
<br />63j IN CASE THAT PRECAST STONE. OR PRECAST BETE PANELS B FOUND ON THE EXISTING WALL
<br />ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEOND SUCH PANELS. ANCHORAGE
<br />SHALL B. AS MENTIONED IN ELI) AND IN 6.2),
<br />(C) A MANUFACTURER.
<br />INSTALLED FOLLOWING ALL OF THE RECOMMENDATONS AND SPEOFlGTONS OF THE ANCHORS
<br />11. H SHALL BE THE RESPONSIBUTY OF THE CONTRACTOR TO VERFY THE SOUNDNESS OF INC STRUCTURE WHERE SHUTTER
<br />IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SRAL ONLY B ATTACHED TO CONCRETE. BOCK
<br />OR WOOD FRAME BUILDINGS.
<br />12. THE INSTALLATION CONTRACTOR IS TO WAL/CAULX ALL SHUTTER COMPONENT WOES WHICH REMAIN IN COWWJGUS
<br />CONTACT WITH THE BUILOING TO PREVENT WINO/BAH INTRUSION. CAULK AND SEAL, $!HIPPER TRACKS ALL AROUND FULL
<br />LEWI& STORM PANEL IISTALLATKXN 94ALL COMPLY W(IH SPECS INDICATED IN THIS DRAWING PLUS ANY SUILOWG AND ZONING
<br />REGULATIONS PROVIDED BY THE )URISOIC ION WHERE PERMIT IS APPLIED TO.
<br />14, ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM P94M SYSTEM- IS PMENF P1NDW
<br />75. (e) THIS PRODUCT EVALWiION AOCUMEHT (P,E.D.) PREPARED BY THIS E'NGINQR IS GENERIC AND DOES NOT PROVIDE
<br />INFORMtTON FOR A 39E SPECIFO PROJECT: (.c WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED-
<br />01) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND ISTAUAiON INCLUOM LIE SAFETY OF
<br />THIS PRODUCT BASED ON THIS P.E.O. PROYIDE'D HE/SHE DOES NOT OEVATE FROM THE CONDITIONS DETAILED...C94
<br />THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE COHTRACTOR"5' RESPONSIBILITY..
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID I• MODIFIED.
<br />(A) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGMSR AED ENGINEER OR ARCHITECT WHICH WILL
<br />BECOME THE ENGINEER RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL ✓E RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E.D. ENGrN OF RECORD ACTIND AS A DELEGATED ENGINEER TO THE PIED. DONEFR, SHALL
<br />SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWkOS FOR REZIEW.
<br />(a} THIS P.E.O. VW,I. BEAR THE DATE AND ORIGINAL SEA. AND SIGNATURE OF THE PROFESSONAL ENGINEER OF
<br />RECORD THAT PREPARED IT.
<br />16. STORM PANEL MANUFACNRER'S r M SHALL B LOCATED ON A READILY VIS 9LE LOCATION AT STORAN PANEL IN
<br />ACCORDANCE WATHt SECTION 17DB,0.3 OF FLORIDA SU14DWO CODE. ONE LADEL SKNJ. BE PLACED FOR EVERY OPENING.
<br />LABELING TO COMPLY WITH SEM" 1709.9.2 OF THE FLORIDA DUIUXNG CODE.
<br />CODE
<br />PANEL INTO POURED CONG,RRjE OR CONCRETE BLOCK
<br />sommax ON 4 �n 4 cae 4 wx yrR r as
<br />�� yaN SaP, Al -- -iWSW°I ;V a
<br />qq�� a'OAIL , A
<br />Ti ..� ipHE OKIOn � � f .•.-,ler7/4• j RA�EM a � F x�opC a6ttlq;
<br />It 7
<br />i r g Ic MODAL.. 1\ i 5
<br />1 1 L I -
<br />AM SMVUE
<br />1 ! L L NuIAT�r �ilglp�'M 1 I
<br />7S 1/4M11-
<br />I 1 R a 1 DHN� � s•`eaAti"Vun �, oa. � 5 i i i
<br />TT 1 F
<br />I I I
<br />4 fOR Ow.s ss j t� 4 am 2/lRT1/� fjlf�- ss 9QiFau,E
<br />w.
<br />o GLI L � sEp&vjmIL r L Bo (W(kAtt�{B�. � MY "'.0.
<br />BONA, F r*aaaM�a" � 4�A95 � p�iOn a'GG+P
<br />} Zeno °rEMAP � } � oVFmAP � � ro SIASL
<br />raw 4AWaAP j t
<br />3a �Qg.g�
<br />r Y N 1 N�d77777t.1 Ise j
<br />�".WW
<br />YMma 1 � �i
<br />palm
<br />�:�- ,�•'A-?blY4• wt EON.-WHI iE T ,w-...9 o.F' { atcxeat1 ,'(aE t«' -F ,.,,.) >nt31•
<br />MAl lP.-�8/9/t• kD E4 r ._f4amm r; tgfE , aOLM yal�t� 1r{y,,,... #• 1�4
<br />IJAAI�SS f H412 I:... 1 WOK OI �. TL1ROiAL "A :�3[• IIOI[ 1 aF1iM')
<br />w ow)i (2 e ,r ac
<br />LJ D DIRECT MOUNTW(;, iNST. �' m1A �
<br />N ]MOOR TO CEIUN2 .botMNG INST. 9UILD- JT MOUNTING LNST.
<br />$sEcrl•$� �7 O SCALE 3/ai1" SECTION ��
<br />3Ks.t�yL S,AIE 3/eat' SCAH.E 3/e�t"
<br />� :PNN�Oa,ONR HbP MNIlNfwl
<br />+Fj ,N�NE a MA At T(F Aa AS NAMi NA
<br />4 q a rWMI " g are
<br />iris auD aNrotaaoR aka"' .,..e�tcFt
<br />+k1TAUATWH T[PY at YMaT m UCEN.I+a, v�
<br />ii 1I )7O
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<br />NO. 44167 -1 - FLORIDA BUILDING CODE NI h VdocP Nu can* Zone
<br />ANr sMr STATE OF Faom TAM= W- 2D SAM MVAN M STEEL STORM PANE Br
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<br />1. E-Z HANG STORM PANEL SHO" ON THIS PRODUCT EVALUATION DOCUMENT (P-ED.). HILL BEEN VERIFIED FOR COMPLIANCE IN
<br />ACCORDANCE WITH THE 2020 (7th WITION) OF THE FLORIDA BUILDING CODE.
<br />DESIGN VAND LOADS SHALL BE DETERMINED AS PER SECTION 1620OF THE MOSHUTTERSW MEtIflOTHESE BeNED CODE
<br />FOR A 0W SPEW fYSFACTOR KK4-06s u ASCEOICTION 7-16 AND SHALL NO EXCEED 1IEE 901MUUM (A.s o)
<br />DESIGN RATINGS INOMATED' ON SHEETS 25' M: 26.
<br />IN ORDER TO VERIFY THE ABOVE CONRRIOI ULTIMATE DESIGN WIND LOADS DETERMINED PER ASM 7-iS
<br />SHAD. B FIRST REDUCED TO A.S.D. DESIGN WEAR LOADS BY MU.TIPLYIR THEM BY 0.6 IN ORDER TO
<br />TO COMPARE THESE W/ MAX. (AS.D) OEM PRESSURE RATINGS INDICATE$ ON SHEETS 25 k 26.
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER SRRMED, A 33X INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS � USED W THER ANALYSIS, FASTENERS SPACING TO WOOD HAS. BEEN
<br />DETERMINED MN ACCORDANCE WITH N.D.S. 2015,
<br />STORM PANEL`S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORI', IW- REPORT ( 2032, AS PROTOCOLS TAS-201.
<br />M-202 AND TAS-2D3.
<br />2. THIS SYSTEM PAS :BEEN DESTINED TO BE INSTALLED ON THE OLUSS)QE OF RILE OPENING ACCESSING THE OPENING FROM THE
<br />INSIDE W/O THE USE OF A LADDER OR LIT, THIS. APPUCATM IS VALID WHEN M1ST'M:SA7ION IS INTENDED TO BE PERFORMED
<br />FROM THE INSDEOF STRUCTURE.
<br />3, SERIES 1DDO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTAI.ATION IS REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />4. SERIES 2000 INSTALLATION S APPLICABLE TO SAGE AND DOUBLE HUNG AND. HORIZONTAL SLIDERS STYLE WINDOWS WHEN
<br />INSTALLATION IS REQUIRED TO B PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />5. ALL ALUMINUM EX1RUSIONS TO BE 6063-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED)
<br />6, ALL ALUMINUM SfW METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY.
<br />7. ALL STEEL SHEET` METAL PANELS SHALL fOA STRUCTURAL QUALITY STEEL. ASTM A-453 OWE 50 MIP., 64YANI2EZ1 STEEL
<br />DESIGNATION W/Fy- 50.5 Nal (AFTER ROLLED).
<br />9. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION. RESISTANT COATED CARBON STEEL AS PER DIN
<br />50016 W/ 50 1W YIELD STRENGTH AND 90 W TENSILE STRENGTH NN "LL COMPLY W/ TiARIOA BUKDILG CODE SECTION 2411.3.14.
<br />9. BOLTS TO BE AMU A-= GUJ.VANZED STEEL, OR AM) 304 SERIES STARLESS STEEL WITH 36 kai MINIMUM YIELD STRENGTH.
<br />10. ANCHORS TO WALL SHALL B AS FOLLOWS:
<br />(A) M EXISTING POURED Ca" :
<br />- 1/4'0 TAPCON ANCHORS AS MANUFIHCTURM BY LTV. BUIWEX. INC. (MIN. V-3192 P.a.l,)
<br />1/4- A X 7/8' CAUK-IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. f', 3DDO P.a.Q
<br />014-10 PAN€LAINTE FINALE ID NI PANEIAVO PIOUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />(Fc-3350 "34
<br />AI) WW" EMBEDMENT OF TAACGN ANCHORS INTO POURED CONCRETE SHALL B 1 3/4' AND 2• FOR PANELMATE
<br />FEMALE O k PANELMATE PLUS.
<br />A2) MINIMUM ENLBEDMENT aF ,/4'0 X 7/r CALK -IN ANCHORS 94ALL B IS 7/6" INTO CONCRETE. NO EMBEDMENT INTO
<br />ANY FINISH MATERIAL 5H1M1 6E PERMITTED.
<br />1/4- a-20 SS SXNWALK BO.7S USED SHALL BE LOIN ENDUCH(SMAD ANY FINISH MATERIAL OUST) TO ENGAGE 3/4'
<br />INTO ANCHORS.
<br />A3) IN CABS THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR
<br />FLtXdR, iA(:`HORS SWiU. B LONG ENOUGH TO REACH THE MAIN STRUCTURE BEMND SUCH PANELS. ANCHORAGE SMALL
<br />B AS MENTINED IN AI) AND 1N A.2),.
<br />(B3 IO 3.iYs34.NG bNTc WE -WALL
<br />1/4. 0 TA'GXNN ANCHORS AS MANUFACTURED BY LT.W. BUILDER. INC.
<br />1/4- 0 X 1/0- CALX-IN ANCHORS. AS MANUFACURED BY DEWA.T RNC4 (F'm-1500 p.a.1.)
<br />- 114-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRLICTLON
<br />PRODUCTS (f.-2071 p.aL)
<br />8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANaWTE FEMALE O h PANUMATE PLUS INTO CONCRETE
<br />BOCK SHALL BE 1 1/47.
<br />B.2) MINIMUM ENISMMCNT OF 1/4'0 X 7/0' CALK -IN ANCHORS SHALL BE IS 7/8' INTO CONCRETE.
<br />NO EMBEDMENT WW ANY FINISH MATERPI4 SHAD. BE PERMITTED.
<br />1/4" 0-20 SS SIDEWALK DOLTS USED SHALL B LONG ENOUCH(SHOULD ANY INISH. MATERIAL EXIST) TO
<br />ENGAGE 3/r INTO, ANCHORS.
<br />63j IN CASE THAT PRECAST STONE. OR PRECAST BETE PANELS B FOUND ON THE EXISTING WALL
<br />ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEOND SUCH PANELS. ANCHORAGE
<br />SHALL B. AS MENTIONED IN ELI) AND IN 6.2),
<br />(C) A MANUFACTURER.
<br />INSTALLED FOLLOWING ALL OF THE RECOMMENDATONS AND SPEOFlGTONS OF THE ANCHORS
<br />11. H SHALL BE THE RESPONSIBUTY OF THE CONTRACTOR TO VERFY THE SOUNDNESS OF INC STRUCTURE WHERE SHUTTER
<br />IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SRAL ONLY B ATTACHED TO CONCRETE. BOCK
<br />OR WOOD FRAME BUILDINGS.
<br />12. THE INSTALLATION CONTRACTOR IS TO WAL/CAULX ALL SHUTTER COMPONENT WOES WHICH REMAIN IN COWWJGUS
<br />CONTACT WITH THE BUILOING TO PREVENT WINO/BAH INTRUSION. CAULK AND SEAL, $!HIPPER TRACKS ALL AROUND FULL
<br />LEWI& STORM PANEL IISTALLATKXN 94ALL COMPLY W(IH SPECS INDICATED IN THIS DRAWING PLUS ANY SUILOWG AND ZONING
<br />REGULATIONS PROVIDED BY THE )URISOIC ION WHERE PERMIT IS APPLIED TO.
<br />14, ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM P94M SYSTEM- IS PMENF P1NDW
<br />75. (e) THIS PRODUCT EVALWiION AOCUMEHT (P,E.D.) PREPARED BY THIS E'NGINQR IS GENERIC AND DOES NOT PROVIDE
<br />INFORMtTON FOR A 39E SPECIFO PROJECT: (.c WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED-
<br />01) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND ISTAUAiON INCLUOM LIE SAFETY OF
<br />THIS PRODUCT BASED ON THIS P.E.O. PROYIDE'D HE/SHE DOES NOT OEVATE FROM THE CONDITIONS DETAILED...C94
<br />THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE COHTRACTOR"5' RESPONSIBILITY..
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID I• MODIFIED.
<br />(A) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGMSR AED ENGINEER OR ARCHITECT WHICH WILL
<br />BECOME THE ENGINEER RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL ✓E RESPONSIBLE FOR THE PROPER
<br />USE OF THE P.E.D. ENGrN OF RECORD ACTIND AS A DELEGATED ENGINEER TO THE PIED. DONEFR, SHALL
<br />SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWkOS FOR REZIEW.
<br />(a} THIS P.E.O. VW,I. BEAR THE DATE AND ORIGINAL SEA. AND SIGNATURE OF THE PROFESSONAL ENGINEER OF
<br />RECORD THAT PREPARED IT.
<br />16. STORM PANEL MANUFACNRER'S r M SHALL B LOCATED ON A READILY VIS 9LE LOCATION AT STORAN PANEL IN
<br />ACCORDANCE WATHt SECTION 17DB,0.3 OF FLORIDA SU14DWO CODE. ONE LADEL SKNJ. BE PLACED FOR EVERY OPENING.
<br />LABELING TO COMPLY WITH SEM" 1709.9.2 OF THE FLORIDA DUIUXNG CODE.
<br />CODE
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<br />NO. 44167 -1 - FLORIDA BUILDING CODE NI h VdocP Nu can* Zone
<br />ANr sMr STATE OF Faom TAM= W- 2D SAM MVAN M STEEL STORM PANE Br
<br />DETAIL 1 co. tm i m/aa/kme
<br />a� 1 L E C O PROTECION PRODUCTS. TLC• aA,E
<br />11r _ ,• vtEw x SSE" _
<br />EMI.
<br />Hb ww« yRp�L '>YY:: 33314
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