|
SECTION A -•A
<br />SCALE 3f1Hi'-1'
<br />MAXIMUM A.S.D.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (M)MINIMUM
<br />SEPARATION
<br />PANEL
<br />RATING (P,.a.C)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0, -72.0
<br />W 51
<br />2 3/4"
<br />UNBOLTED
<br />INSTALLATION DETAILA EQ8 QP110N #2 FOR LIFE SAWY MRiPANEL SYSTEM
<br />INTO EXISTING WOQQ 5'RUCTUBES
<br />Tr
<br />it
<br />1€ l
<br />l WOOD fIiAOER =.,.6 ''"... NHEYTER H,FAfER P r' WDW �""pcc;' HEADER
<br />A°. IREO O 'ELFIN
<br />- 7 J4 s TAW:ON O 8` O.C. f 4Y TAPOON 4 e' O,C, T 4'A TAV60Nf HA I' O.C. 1 4^I TAPCOM Q e' OR.
<br />`li 1 f NM4. THREADED t i WN. e'` f TNIVEAOEO tt1PF.WEh
<br />' PElR7RA27�N1 T 9POLXN T
<br />t�11'0N AT Yf000 PENEIRE N A
<br />/ p`O00 / ,� PiAiET1fAT10 � PENEIRA AT Tf0V1 WODO
<br />r f t 4
<br />I }
<br />a - 4ffADER y `y f HT➢M 4. F ; HEADER , 1ff;41EN
<br />A 1J2' ? tY 1 )
<br />I }
<br />1
<br />• tF v_i
<br />S
<br />tr i t t I i I
<br />pc15lI1C N1.+ 9LAA.MipH # � €% ,IRO Net saAAmoN
<br />i lNPM: OIMiS -(yam Y_ t1fESaEENE i I
<br />PA
<br />NEL LENGTH
<br />ism MOTE T BELOW) CN irWt3 fA) i 1•'Mp.. , E NOT LFX/OTEI Ili tM i V
<br />j
<br />r PANEL LEIMni ! (SEE NOTE I BELOW) �
<br />GE7 *iSNNC. R1 pw"p/A5 __.__ry . -_-. _..II NETT NOTE / BEIAW) dL #R,ro 43Mh5 i PANEL LENGTH
<br />Isa
<br />' TaL saNm 4e j I! _- tsEE NOTE 1 BELow)
<br />OM YtRT.i. :' i 1 I/4•'A-i+,9• -Y- ♦ 4 i I t 1 208 .- N
<br />M.S,�AT _ -- 1i1 I S/8. MS; W !
<br />I
<br />�� I
<br />7 -A A 3 /e
<br /># I
<br />1
<br />I �4_
<br />N1M0 NUT
<br />NO NLlT
<br />f C
<br />1 T 4v APDON
<br />i
<br />j
<br />I a
<br />I
<br />+ eD.wf12
<br />k //
<br />I
<br />MOT. TNPLON A
<br />PENETRATION AT
<br />I MIDWIDBI OF PLATE'
<br />i
<br />41)
<br />+
<br />(� Hr
<br />I
<br />i 1 I'
<br />i
<br />' ` # I I
<br />1�
<br />I
<br />I
<br />I �{
<br />%.
<br />I, .. CONT. ! ,, s .,t IM IXx(1. - i - ,-7/e"Ax3/32' wINMO NIRT t - 1/4'0-2QW4•SS, US. W/
<br />d I - # 7/B'itiSrS!` W6YI No
<br />� x W32• WINO NUT I 1 F j 7/a9 i s/32- ME# +1 TM/SIER a Iz T • o.C. WASHER 4T /2 1/2' 0.G Al
<br />�t,s/z S 'pusNxn #tIEpNO14', LAWAN O r OC.THREADED
<br />TAPCQN O C ac, 1 ' ISTAID) `k1 W/ 511II) =�I MM.
<br />OF pim # OF PLATE AT YIOWOTN �A I t. e • NC00 PLATE • WOW PLATE
<br />• Woae PLATE
<br />- WODo PLATE
<br />NEW mw 0 MUM IS SCARF 3/A'.rt"
<br />SCAT ve-1`
<br />SCAa 3/6'.," SCALE 318"-1" Ilj
<br />�4ia,... R1Jr
<br />FLORIDA BUILDING COD t h Mel I
<br />1. NNSTAUATIONS ARE ONLY YAM ,MR BURDINDS WITH AS.O, DESIGN LOADS
<br />IL E N oC NuMiiand Zone)
<br />UP TO s. - 72D PSF ADNa PANELS LE31GIi W 7O 8 8. f5.5 ,. CLPTO rntEw, WC.
<br />4
<br />1. fP.
<br />N0, * _ 20 RAGE GILLVANQEO STELE STORM PANEL pp�N �.
<br />2. POE NEW W/ SKC C DIAISTTY ON: CARS
<br />O EOLI RS 70 O $IXYAHBfN
<br />PINE NO. 2. W/ SI'ECff10 DENS[TY a' O.eS OR EOIML
<br />MOW PROTECTION PRODUCTS, UC.
<br />11 ,4�Y F«e. 4efp le. t, 5ORiT
<br />TRAPaw >< sk vnexw a taa n aw, F cwN W4)m-mt& rA1a� fndpHn-Bm 20-176
<br />yi. FSS10 pl's.,
<br />//IfNi {I PL CA-OOOAt\ -,r rx.nN, Mt tPPr M mom NR
<br />N11LiFD A k., P.E I- P IARtI n OY ffi
<br />COMPONENTS FOR SERIES
<br />2000& 1090 E-Z HANG
<br />STORM PANELS
<br />(SCALE 1/2-1")
<br />23I1'
<br />(TOTAL WWI)
<br />jr.-..-,zas0'��'(
<br />2.5Bt^-•.
<br />N)-
<br />f
<br />--t SSG'-- e-t '--,
<br />F i i r
<br />1.350 -•• .ION
<br />�t
<br />_ >'
<br />y -
<br />- OA38' MW. TEACH
<br />/
<br />"
<br />HERO
<br />� .07D' 2,`�•
<br />3.SOb• Z.244' i
<br />LOTS• I
<br />? 2:500'
<br />rr
<br />iYP. ASAP AA^u'i3
<br />\ }J
<br />EWWAR.
<br />�
<br />k
<br />24M
<br />'2 -_.!
<br />ATONED
<br />�I
<br />+`R12°� i
<br />---------------------------
<br />., _..._
<br />q
<br />STORM PALATE
<br />.2
<br />- L_ z47D _ ___. I
<br />470"---•i?
<br />QF
<br />REVERSED TRACK
<br />MYER= 'IJ" TRItiI"41S
<br />FVAZF?'S.T3ND iI' w_.
<br />W/ HEMMED EDGE. "-. ✓
<br />- - " 3O.oB'
<br />t
<br />Air.
<br />3.750'
<br />ISOMETRIC VIEW DETAIL A
<br />z GILD �'•
<br />�
<br />z oaD'
<br />ROUNDED CORNER O ENDS OF PANEL'S
<br />END UP W/ HEMMED EDGE
<br />w
<br />�K
<br />PMEL 114ANCER
<br />3"_"khlstic. 6I:LiMA_6N1
<br />1 1 4 WIDE
<br />6061-76 Alum. ALLOY
<br />I
<br />INHI IMH
<br />7S0' ASS- #TYO-) V`�'.l �.p�`•jJ�
<br />ND.44167
<br />`--a.iSD`------
<br />*;
<br />FLORIDA
<br />BUILDING CODE h Velocity Hurricane Zone.
<br />TE OF i
<br />°�'° °TgD Nc
<br />r.P.
<br />20 CAM GALVANIZED STEEL STORK PANEL oAwN f
<br />3*x3` M ALUM. ANGLE
<br />NAL
<br />��P �' �% ANC. OLO U I RaTf.CTION PRODUCTS. U,G. °r c
<br />Lfl
<br />LING
<br />N"I iFHINMN ?`
<br />r'
<br />4M V ll STREET
<br />20-176
<br />D063-TS ARIn. ALLOY
<br />•
<br />w (NM) F�iae't4e A0-1r+A'r
<br />MMaA, Np,
<br />PE, °�./Nar94NATUNEjNKTE.
<br />G-OmMitp wxli
<br />WYFIA A ,k T'L
<br />fla„wMH.. r rt.w
<br />• "'b'*'t 4 " LNEi 7Q or is
<br />III. .
<br />And
<br />5 1
<br />SCALE 3/8_1
<br />1/4•P
<br />S% 10 a 10 FOR W6 LIFE a
<br />MNLy1M! 7WK
<br />two
<br />two
<br />p110,
<br />sPAeMo FOR INSTALLATIONS
<br />W R eIb WOOD
<br />f kN SPACIM AND, MIN"m
<br />ELCC 0R'TA4M AM IUCATM ON TNR
<br />A am SPACING 04
<br />x
<br />a
<br />�. •''rt
<br />r
<br />-mist mAPr D.w,Me {kT
<br />SC8 141 M I= THAN INDICATED ON
<br />MM1£"WI,
<br />4.0 WI {P,ry iF,et B�
<br />,•''
<br />5CIRDAAE MICE 4NhiOR sPP4TllO 0T
<br />"Twom SPAtaNG 4TIOIY11 ON ri1W�1LL
<br />AM^ I& ��
<br />BIOlOR
<br />0, THE iOLtaNaND PAL•VOR& FOR LOSS
<br />TO BE PO�kL.E, REOtA:N
<br />- -
<br />IM 1tY
<br />�
<br />IOPfFVA'gll
<br />OBPIXD NI&Fq iALTOR 511YE NOT
<br />INBpGN
<br />U0AcCH TNANCHOR
<br />A.-�up H/y- ._---y:,.-.-
<br />�°%
<br />IllPO
<br />MR TOE 04 RVAE
<br />3 i/4'E4R{Mei:
<br />4- 7APOO N ANGHM
<br />4 1/L' OG.
<br />M,S 0
<br />NUT WO
<br />'i -..
<br />f {
<br />'y 3q
<br />1 TXi+CON 8 .G ,:� 14 P T O N1" 0. .: Hi O. APCON C
<br />/
<br />1 "9P
<br />{ s
<br />1 2 1N. 7FI1
<br />1 1 2 t NMI. /.... / .. ,..
<br />M EARED /7tIRFiItJO
<br />PEiKTIPN AT TDO PENETRATION AT WOOD
<br />HEADERHEADER
<br />1(.. f/2• T JS.
<br />t r 4" i A'
<br />1 i fit', -v s
<br />SHEDDER i. / i + WOOD HEADER
<br />;r U �ke i
<br />U' € BEWARED R1X1 HED `- t t
<br />,
<br />IS. -ass
<br />I 1
<br />� zi#ROaL PANEL LI VIE PANEL LENGTH
<br />NOTE. 1 (SEE 1 ) NOTE 6N 1 I;SEE Dfl.0I4j1 ( BELOW) .# T 4"h20xT'
<br />!t4 / - i
<br />DLA55 I
<br />i WINO N41t. "''� f
<br />7 B`P w 3 32`
<br />d 1
<br />T i 6'
<br />F
<br />1
<br />I
<br />i )
<br />I � #
<br />' 6
<br />i
<br />3/32• WIND NIT 2- 4. W000 7/8'e A 3/32' YANG NUT
<br />REOINRF.O IYASHER O e 1/4- O.C. HEOLMED of I VASHFR O (BEYOIMI)
<br />; 3}+ ;.
<br />f N I
<br />In i
<br />I'o �' , 1
<br />#14-10 PANEtiMtE § I i 114-10 PMUNATE 1
<br />0 8 t/4" O.G. W Tpl 6 f/4' O.O. W 1 7 N1 :[
<br />MAD. MIN. itHRFMiO P 4..1
<br />} )
<br />AT MIDWRFTH OF PUTS , i >} ' :Y . ! I AT AtHDW1DTH OP PtA'IE . -L.# A `^
<br />WAIL MUt1I Na I10g7A4I •rioN
<br />0 HUMAN i, YMAFp 11y;(NNN4b
<br />?�r' EAWA
<br />may, *, r SCALE 3/8'.a"
<br />SCALE of 8"•cT'"` tU(jiV,
<br />FLORIDA BUILDING COOS (High Velocity NuNT(OOne tofu
<br />NO 44167 wm nmv:. 4ax 20 GAGE GALVANIZED STEEL STORK PANEL f r.
<br />1. �. ARE ONLY VALID FUR SULONGS WITH AS,D. DESIGN LOADS
<br />UP 70 +W-14 --12,0 PSF AND PANEL'S LENG7N UP TO V-8". $ ,Pr Ar mJ»J4Am
<br />AIL PROTECTOR PRODUCTS, LJ.C,. DtlE
<br />-O�•, S RITE ._.. � � C Q
<br />2C FOR NEW WON FRAME CONStRUCTON: WOOD MEMBERS TO BE SOUTNEPN INC. 4em S,M. 4i s11IET
<br />(%Ny' QRTti
<br />PINE NO. 2; W/ SPPGIFIC ODSIIY OF OM OR EDDY_ : .•
<br />r'C' •,•..: xs N,I�41.4w>mWlawoP®e�,aanw Padfe WaII)w r.,+4 wm,IT-. (mmm-aw 20-176
<br />OW,fe+F
<br />Nx
<br />I/h FFNNNI Sat/904tU.R/OR,C TMN.t9! A TAJIi,Y�PE, WW -
<br />- aNwT m a as
<br />3`/24 4a
<br />#SEEN qt� BD avD
<br />I w 4'/24Rr ^ i�� a W/0. `},. ' To t9FE MOLE 2.11E1AW)
<br />0
<br />a % 'E'
<br />4D4--v
<br />NETT. NOTE 3 I.�G �W/ oR w�. © .,.. ,..uu.•......- .,, - .._._,_
<br />1DF •LAST PANEL TD BE R:STAU= AT EACH
<br />OPO'ANa S�ANAT"S PROALIE7 W
<br />REAR HIN'9CE TO FACLPA7E AI LM _
<br />ff ttTFNOFD TO IRE INSTALLED FROM
<br />SOIL 31W . I' PKKIDE OF STRUC'DALE
<br />SA4E - 13/3A"
<br />PLATES
<br />(1),.. tlumrw.,OF S£?2� 2000: E - 2 FAAAxi STORM PANED, svST€M CONSISTING OF POOL +.
<br />O4nt. NE T1VM}KS TOP �TTOM,
<br />(2). (r PANMg5 SHALL ALWAYS B£ CONNE4?ED 3O B0Ff0At TRACY OTFiMMSE A STOP BAR
<br />(8} SHAU BE. PR04ADE0 AT '(,OP OF SUEH PATIF.LS.
<br />(3), 1F END PANELS ,ARE CONNW= TO liy M* -TRACK, DONNECTION SHALL CONSIST OF
<br />t/4"h20isS/4'. NLS. W/ 7/B'Ax3/32 1400 NOT OR 1J4`Ag814" Min. THUMaSCREW
<br />INTO
<br />TAPPED BDTIOM 7RACOE LOCATION OF FASTENERS MAY BR AT EITHER OF'IW+O
<br />EXTERIOR FLAT FLANGES OF END PANEL,
<br />(4). IN CASE THAT END PANELS ARE NOT'CORNECTED TO BOTTOM TRACK 0- A STOP BAR
<br />IS ONLY ISFYI AT TOP 47 LSAYT TWD WICIS SINLL HE CONNECTED TO BOTTOM TRACK
<br />USING SPECS INDICA ON NOTE (3) ABOME. IN SUCH CASE, CONNECTION OF PANELS
<br />TO BOTTOM TRACK MY OCCUR AT AHf PANEL LOCATION,
<br />(5) SEE SECTION 1'. 3' & 4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25.
<br />2724po- V/24
<br />I
<br />com fI.TE A0011 6
<br />su"Imu am $11MI
<br />B{• .� : l t rt t� _ Nya 4
<br />Il4f!S 8IE{ATO
<br />r 1/aR.
<br />4 BELOW i
<br />44 X -V
<br />• UST PNNEI. + To 1£ INSTALLED AT FAG
<br />OINDYlO ALWAYS BE PROYI9i0 W)
<br />REAR N,FXRE TO FAISLITAIE xNSOLL#ROloif
<br />IF INTENDED TO t I tlNSTAILED TROLL
<br />INSIDE OF STRUCTURE.
<br />- //4- m- CAP Im. m- W-1,
<br />1 1
<br />#DIE 3/7 - f'
<br />(1). OEFINM'rEON of Sm : E - Z HAND STORM PANEL SYSTEM CONSISTING OF PANEL +
<br />t. TRAGITB AT
<br />TOP It PIVELMATE PLUS OR 18 LOW
<br />AT eDTtOM W/ RAdELMATE"X
<br />. END PANELS WAYS E CONNECTED 0 - W..
<br />{23 SHALL B ECIEO T Su A13. BY MEANS OF
<br />PMh'I.MATFS Ot, I' USED NTLY/ W/ 1B` LONG q(2ryNTRACK A7 B" END PANELS
<br />SIMLL BE GONHEDTED TO� W IA4"N SORE/�4Itf.& w! 7/8`YNx3( QC As
<br />q G w �i/4"`A-�0, ��pYTM)In. THUNNSGREw RiTO TAPPED S3) Ekq
<br />(3) FOR CASES WHEN END PANELS ARE USE JOINTLY WI 1B" LONG {g} AT
<br />CM BUT ENO PANELS ARE NOT C0NN6L'TEO TO BOTTOM TRACI( , A STOP BAR
<br />5AiY.t El£ PRE AT TOP OF SNb1 PANELS.
<br />(4) MMOOUNTED TO rL SILLLL INSTALLATIONS WHEN END PANELS
<br />SCRtE�. ONE ARE INTERIM
<br />PANEL
<br />yyMYTWO BE PAANNEMMY SYFOL.LOWITRNO AT ON ON AND
<br />WTRAGK3ND8/w2RAt1
<br />NOT NEED EDGE ro GECOEWECEFD OTHIS TC
<br />ME,tPS. TRAGIC JOWLY5 E � M)LSTILiED
<br />SUW THAT ADJACENT PANELS LEFT & RNOAHT SIDE OF MVE
<br />THEIR OVERLAPS RETAINED BY.
<br />T
<br />INTO AXIS 1 G POURED CONCRETE .OR CONCRETE ALOCK STRUCTURES
<br />4 IAPCDq ANCHORS jL4- TAPCON ANCINOS
<br />POURED CONCRETEOR
<br />POURED IbNTAf7F
<br />NYJOIED BLDCKI ,I OR
<br />1
<br />} gQe '` # ; f # E.D.• � j I
<br />11$77- 1p yi a
<br />Ei�.•y�{ spy t/�$-
<br />if/V-
<br />!
<br />E E.O.• { r �'. E.O.t � F
<br />1 t k 1
<br /># 14-10`1 PANE WING UT RING,
<br />1p#„OS WJ.
<br />9/Sz' WMta LACK WASoiER 'yfs'ti x 3✓3Y w7N0 rktt VtASNER.
<br />b 14(A" O.C. {6EYON0)
<br />e-
<br />REQUIRED REQUIRED
<br />4 11 LL,R371ON
<br />SELR OULrR FAMEL 0 UEE SAFETY FANEL
<br />SCALE 3/9•=1" µF AN7Nx/y SCALE 3/g`rt•
<br />Alalwt TW1L m
<br />SPACING
<br />r°a SIALIiAnuI . =VCENFl14RE «AI:mNO. INK mom W*ma�MIS 8NN31cE ArmMRN{OMNo. 44167 ' s=OP+tNNCE A a aOAffiO ONTMas 1Tnep�A>rA LNPm,I, O,d 17ARIDA 9UitDN4C CODE Ni h Voloef NUPriDane tonsSOVD1AE fGN E& LE35 YDiAN NWOA7ETf ON B.0 4PNJ 0ar,11 b,,A lk 7 *' - _ o SL1F,m, NK.
<br />sCLmyv EMAC NA'K By _ : = 20 GAGE GALVANIZE.O STEEL STORM PANEL
<br />WXTR'LYR& slwcw0 N4OMN oN SG�M:E XGUIL 8�A QOOE Laoac9 1910RRE �. ATE .• ccyr ,,..� RaewnR m:
<br />BY ifiE OPEPATgNOLT[aOWMRIGPiaASOyyIpBLeF[SA. LHTH'a'Txa1 MSTAI+IMNC4LA
<br />GLOBAL PROTECTION PRODUCTS, {1G.
<br />m/aa E,-"'m NAIL
<br />OmD
<br />OxwWM
<br />T1AN TO ILECONC.
<br />x4r. AI. HR'dT,N1 aaPAM.R >Jar IINNIF> {4a4I0PP-tMb.. NAY: dzks4Mee-e:7 2D-176
<br />ltttt m-,* , CWN m-,m -
<br />- P,E. SF±,Lt9iCtIN111fiEt0.A1E PArir rc ,°° WIaWN Nw
<br />WN.mr a-aooET�.°�., PLC a .�., P pNiar ft pr is
<br />GEIIFRAL 107M VALID E--r HANG STORM PANEL SYSTEM
<br />L E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVALLMTNON DOCUMENT (PS-0) HAS BEEN VERIFIED FOR COMPLIANCE I4
<br />.ACCORDANCE M THE 202D (71h EDITION) Or, THE FLORIDA 13UIUXNG CODE.
<br />DESKFN L SHALL BE D 1620OF THE E WINO COOS AS PER SECTION ABOVE MENTIONED COD
<br />FORA WIND SP- AS R£ R Y !ED OQ7 ED BY THE WHERE 714ESE SHUTTERS WILL SE NS'Y D AtRT ALE,£
<br />T- EAR A 61RECTIOFMLffY FX lTU,iO U - 18 AND HOT Fx THE MUM O. G7OR .65. SINTM A.RCE SHALL GEED (A.S )
<br />DESIGN PRESSURE PATNNGS fNWGetED ON ;I,6 26.
<br />SFHEETS 8
<br />IN ORDER To VERIFY THE AWYE CCNNOIT", ULTIMATE DESIGN "N0 LOADS DETERMINED PER AM 7-if
<br />:SMALL BE FIRST REDUCED TOAS.D. O£N WND ,dAASBY MUTYMtTH
<br />EM 0.8 IN ORDER To
<br />TO COMPARE THESE W/ Mx. (A.S,D) DESIGN PRESSURE PATNR:S RJLNCATED ON"SI,EEIS 25 MT 28:
<br />IN ORDER TO VERIFY 7HAT COMPONENTS AND AN04M ON -FAS P.E,O. AS. 1£STEO WERE NOT OVER STRESSED. A WX INCREASE
<br />IN AL40WAINE STRESS FOR VOW WO" WAS SM USE IN THEIR ANALYSIS. FASTENERS SPACING 70 WOOD HAS BEEN
<br />OETtRMINEB IN .S F ACCORDANCE WRIT N,D 20 S.
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATIONPANWS ADEQUACY FOR IMPACT NO S TESTING LABORATORY. I - REPORT I' 2RESISTANCE HAS BEEN VERIFIED IN ACCORDANCEPROTOCOLS TAS-20WITH, SECTION 5, #
<br />TAS-202 AND 1AS-203.
<br />2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPD" ACCESSING TFE OPENING FROM THE
<br />INSIDE %O THE USE OF A LADDER- OR LFT_ THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE. PERFORMED
<br />FROM THE INSIDE OF STRUCTURE.
<br />3. SERIES 1000 N6TMLA7ION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE OF '5TRUCIUR£.
<br />4. SERIES 2000 INSTALLATION 15 APPt10ABLE It SINGLE AND DOUBLE HUNG AND HORIZONTAI. SUDEBS SrdE WfN TOWS WHEN
<br />INSTALLATION 3 :REQUIRED TO BE PERFORMED, FTW THE INSIDE OF STRUCTURE.
<br />5. ALL ALUM"LXTRU 6E N..
<br />iTNTNS TO ..-78 A)1.0Y D TEMPER, - OTHERWISE
<br />AN (UNLESS NOTED)
<br />8, ALL ALUMINUM SHEET METAL WSW AT CLOSURES SHALL HAVE 3105-1,114 AU ff,
<br />7. ALL STEEL SHEET METAL PANELS *W-L -AW STRUCNRN. QUAWY STEEL„ ASV A-03 OW44 50 Min., GALVANIZED STEEL
<br />DESIGNATION W/Fyr 58.5 Dal (AFTER ROUED).
<br />9, ALL SCREWS TO BE STAINLESS STEEL 3W4 DR STE AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER .DIN
<br />:',NSOIS W SO Pel STRENGTH D 00 ksi STRENGTH & SHALL W4,
<br />/ °DEED TH AND T€NSLE L COMPLY FLORIDAFT.ORtDA, BUILDING CODE SECTION 2 i i 3 3
<br />! BU
<br />* BOLTS TO BE ASN A-307 GAUVANYdSTEE, OR ASi 304 SERIES STAINLESS STEEL. WIH 38 RMdMUM YIELD STTTF40T.
<br />to, ANNCTHORs TO WALL SHALL BE AS FOLLOWSI
<br />(A) IQmmm� mBED
<br />TAPCON ANCHORS AS AMNNATUEOBY LT.W BULD%A(NIN.M=T.2
<br />P y
<br />)
<br />s- 1A X 7/6• cxu(-lN A�I, AS MANSACURED By EWAT INC. )
<br />- /14-10 PANELMATE FEMALE 10 & PANWANIE PLEAS ANCHORS. AS MANUFACTURED W ELM CONSTRSIGTK�Ft PRODUCTS.
<br />At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 131e AND 2" FOR PANELMATE
<br />FEMALE 10 & PANELMATE PLUS,
<br />A2) MINIMUM EMBEDMENT OF 1/4'0 )L 7/8' CALK -IN. ANCHORS SMALL. BE S 7/r INTO CRNCRE7E. NO EARIEDuENT' INTO
<br />ANY FINISH MTERNL. SHALL BE PERNIiTEDL
<br />1/4- 0-20 SS SMALK BOLTS. USED SMALL BE LONG ENOUGH(SWOULD ANY FINISH MATERIAL E TO. LNGAGE 3/4'
<br />INTO ANCHORS.
<br />A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON TNIE DZITNO WALL OR
<br />FLOOR, ANCHORS'SHALL. BE LONG SHOWN TO. REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. .ANCHORAGE SHALL,
<br />BE AS WWtWD IN A,11) ANO IN A,2),
<br />(B) TG F),'L5'UNG wm am 2$49;>;^W AI
<br />1/4 a TAPCON ANCHORS AS MANUFACIVIIED TOY kT.W, BUILDER. INC,
<br />1/4' a X 7/8' CALK -IN AHCHORS4 AS 41HUFAC7I/RE'¢ BY OEWALT INC,(f M 11A0 P.t,1.)
<br />114-t0 PWSAATE FEMME R AND PANNEI.*TE PUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRI)CTKNN
<br />PRODUCTS (Pm-2011 F.si<) F
<br />R1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMTE FEIIAAAX ID & PANELMATE PLUS INTO CONCRETE
<br />BLOCK S/MNL. EB 1 T/4"
<br />64 MINIMUM F 1 4 0 is i ) € � HORS SIKI BE 15 7/0-INTO Ofk.IGREPE-
<br />FID £MSEOMFRNY INTO ANY i'1FI541 MATERIAL MLSiLBE PERMITTED.
<br />T4' 0- BOLTS USED / 20 45: iSiDEWA1K SHALL BE LONG ENOUGH#tOULO AN#INS# MATERIAL
<br />)TD
<br />ERDADE 3 4' / INTO ANCHORS:
<br />B,3 IN WE THAT PRECAST SRRN OR PRECAST PANELS N CONCRETETRU TU F�H4 D, - TINE PANELS WALE,
<br />ANNCHORS StW1 !#E ET)NG ENOUGH 70 REACH THE LAWN STRUCTURE BEHIND, StlCtN PANELS. ANGaHaRASE
<br />SEA
<br />S MENTIONED IN 8.1 MKS IN B.
<br />(C) ANCHORS ; N BE INSTALLED FOLLOWING ALL OF THE RECOMENTMTKSNS AND SPECIFICATION5 OF THE ARCHON'S
<br />FACTURER
<br />IT- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SIRU.CFIIRE WHERE SHURER
<br />IS To BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SMALL ONLY RE ATTA .S TO CONCRETE, .=
<br />OR WOOD FRAME BUILDINGS.
<br />12. THE iN57ALEATION CONTRACTOR. IS TO SEAL/CAULK ALL SHUTTER COMPONENT LOGES WHICH REMAIN I4 CONTINUOUS
<br />CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAUL( AND SEAL SHU`MR TRACKS ALL AROUND FULL.
<br />LENGTH,
<br />t3. STORM PANEL INSTALLATION SHO L COMPLY WITH SPECS INDICATED IN THIS DRAWM PLUS ANY BUILDING. AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />14 X71ILpM WINDOWS HNC, E - Z STORM AHIi DOORS, HANG PANEL SYSTEM'"' IS
<br />PA7E:4T PEAIDItO,
<br />TH ( S 4 IS PROOUOT FlALULATOGN P,£.O. PREP () !?4CUFAENT ( PREPARED BY THIS CONDITIONS
<br />IS GENERIC AND OOEfi NOT PrA7ADE
<br />INFMtMAT10N. FOR. A 51[E SPECIFlD PRdJECTE)I.a WHERE Y)E SITE U"ONGRWN5 OENAiFROM 7FE P_E.O,
<br />d O FOR
<br />) i'OHOTdACTOR T 8E RESPONSIBLE THE. SE.IEC'ROW PURCHASE AND N ( I�LMDIKN SAFETY OF
<br />LAPS
<br />THIS PRODUCT BASED ON THIS A.E.O. PWADED HEJSNTE SIDES RIOT ,01w E FROM THE CONDITIONS DETAINED ON
<br />THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CHSNTRAC?0P'S'PESPON*aiNI.dEY.
<br />(°) THM PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WIDER" IF MODIFIED,
<br />d SITE SPOWIC PROJECTS MOLL BE BY PREPARED A FLORIDAREOtSi71E0 tl () ENGINEER L�f ARCNITEOT WHIC WILL
<br />BECOME THE ; OF O ENGINEER RECORD &. ,R.) FOR THE PROJECT AND WHOM fK RESPON$MLE FOR TH£ PROPER
<br />L O F THE PZ . ENGINEER O' RECORD ACTING AS A OE1E� NF3A TD THE P.E.D. ENGINE-FR. SW.L
<br />SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR
<br />(a) TtttS ?.ENO. SFMLL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />RECORD THAT PREPARED 0,
<br />II. STORM PANEL. MANUFACTURER'S IADD SHALL SE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />ACCORDANCE WITH SECTION 1702.03 OF FLORIDA BUILDING CODE, ONE LABEL SfW BE PLACED FOR EMERY OPENING.
<br />LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE.
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<br />SH 1.2.
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