|
IS MIN, -max � 7bWAM%tw SECTIONS ON SHEETS 17, 18. j % W. +/lW /188W/'6 _ -.._.. _.3-M=
<br />I.
<br />- - - - --------- -
<br />0 o a o 0 o b
<br />I
<br />I
<br />�qR� 'r(aar s%a ww4 I I I �aAAv stbEl wu �!., OI
<br />IRE A. P1HIEl
<br />A --� -- A MU.
<br />v - PANEL LENOTH
<br />(SEE SCHEDULE)
<br />/,
<br />- �-- !- '-• .'----' -•- ' -- �(,iS.W78i7 AT 48tT- _. ) •__ , -, _--_f- � '
<br />( r Luunw • LotsYEN
<br />PANELEOITOM COIN ICIS
<br />Mn NA C 1ST W HIDE HWel,. ::QWNA.J
<br />J• MAX. E4/17, Y/I7, ey14 48//7. Be/ as J' IAAX.
<br />1' MIN. SIDS/19, 7Aw/19 ! III, rU/1B. 7eW/TB B =W/2O I• Mpl
<br />----- -_-------- -ANCHORS (SEE SECTIONS ON SHEETS 17. 10, i9 Q 20) ---- --- - - --- --
<br />OPTION #2 FOR LIFE SAFETY STORM FANELLI ELEVATION
<br />SCALE 3/16'-1• I/.• AWL W
<br />-r
<br />Otll.� DIWL OWVI MOx IHNNLY) OtvE SALTY ORE®
<br />~� e..•.yazu:a __ .=z--�.- :. � .__�. r-__-.---_. -�- -a:cs_ •tLa�-s-t_
<br />Emma
<br />SECTION A -A
<br />SCALE
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO GLASS
<br />CONDITION
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />+55.0. -72.0
<br />8'-8•
<br />2 3/4'
<br />UNBOLTED
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />h% �I' WOOD ,IFMER - ; WOW IWAOER 'I W000 IIr10EA wOm Max,"LEA
<br />lE
<br />1"� 1 4•r TAPCON Y 0.C. ,/4Y TAPIXW ! 6' 0.C. - I - 1,1 1 TONMINA.T TRNOROEADDE9 - -7 i ,/2• HMAIT. TWIMOOFADOFD �' I P/EN411ET1R/TATPIOCON T.! r O.C.
<br />ACED i --T1IN/a1Y 1/TArPCYOlWw. !TRtlsW• AOO.EcO.
<br />wood AF W000
<br />I
<br />�, IFADEII IHfMOI � I' ' /WADER � �� HEADER
<br />I
<br />I Y4A.
<br />In
<br />i
<br />G m
<br />EXISTING
<br />AMA wWRNWN Exulm
<br />MI. >ur+WRIR
<br />•L• AW. GLASS ONE 60ASA 1` INwI. CLASS (>'Q 1L�NN➢IRAE
<br />PANEL ALfiMQ(N OM 98T 1q ; PANEL IL1CM ql PINT iq Mn T W..
<br />(SEE MITI 1 snow) ; PANEL LENGTH (SEE NQIE 1 BUD"
<br />,a., soAM,IAN At. RPAMtCM : PANEL LENGTH
<br />NIsr1Nc ,IN aIAM - _ ..may-. ! (SEE MITE 1 BELOW) CLASS m AU (SEE NOTE I BELOW)
<br />tA55 a W 1q ' 1/4•r-2O.t' - Cl/SS aril >NQ 1q 1/4.4- 1• .-... -
<br />SS M.S. W __ _ 1 SS
<br />R
<br />_• � � , _ _ 7WTN/°••G Mina � .: _
<br />a O. TAPCDII _�__' ---- t.
<br />MIN. ,HAL1D[0
<br />_ '- i i T+oTETMTOM AT
<br />ADM10M Of FU,E�
<br />i T m (D e
<br />t �^ III ;I• ___-. I -- �' _. 1 1 EC - - I _
<br />1/4 Y-iA!/4•S.S. MS W
<br />�LOMT. COAT. EQ 1 9/BYW/37' WwG NUT /0 1/4'4-2aJ/4•B.S. Y.S. W/
<br />VON. 3/32• WINO NUI C. 2/6.4 . 3/32• WINO L WAVER ! 12 1/2' O.0 T 7WASNIOR (6LYVIID) NNAi
<br />WASHER ! 12 1/Y O.C. I'. MR�WISHER (a IO) 1 sY TAPCO~ 1 6. ox. I.
<br />�THREADED
<br />T - --- 1 4(�ApOQm W/ SND).c ' it - - -. 1514A0� w/ STUD) I 1 TKMIMAT mamom
<br />• .`.. �'i w 1 1 r MIN. THRCIDED --''
<br />TKN Ai NDWIDM I •,:L1_- •W 1 1 ROM AT MOWOTH �_ i OF PLATE _ -.•t :� 'I
<br />J-
<br />.. _ ii2 4' WOOD PN1E
<br />Ili PLATY I OF PLATE - • W000 PIAR BEOLWED
<br />_ _�•.QWODD PATE _ _. .WODO PATE WAU ATM
<br />WALL MIDI �jdjlQiq G INSTALLATION ALTERNATNE TAW O ITEEL(HAR PANEL ALjfTDtAT1YE 7tiW
<br />SCALE 3/6-.1• 0 LIFE SAFETY PANEL
<br />SCALE 3/8•-1-
<br />SCAE 3/e•-1' SCALE a/e--I•
<br />1 MAN
<br />f!wT
<br />I. INSTALLATIONS AM MY VALID FOR IANNWS WITH ASO. DESIGN LOADS
<br />JGENBF
<br />UP TO ♦553, -720 PSF AND PANEL'S LENGTH W 10 V-e'
<br />NO•;
<br />2. FOR NEW WOOD FRAME CONFIRLCMN WOW MEMBERS TO BE SOUTHERN
<br />:* i
<br />sT�
<br />PIE ND. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />; *'•, � �__�_.�'�.••. j
<br />COMPONENTS FOR SERIES
<br />2000 & 1000 E-Z HANG
<br />(SCALE 1/2-1-)
<br />STORM PANELS
<br />1&1967 (TOTAL We)TN)___
<br />•�
<br />12.500- (EFFECTIVE WIDTHT ____.
<br />-_-..- -- -.._--
<br />N - - _)
<br />I 2250---y Apt'
<br />..
<br />'
<br />.073, z.eoo•
<br />�' 2.244•
<br />07V
<br />Tm
<br />I
<br />2.657' VAAHIQEOMO 4 E
<br />T-'
<br />3.500•
<br />125
<br />2 500•
<br />2.244•
<br />x. R
<br />HEMMED TYP
<br />SwlE M U~
<br />r
<br />OEEAe. dJ /
<br />, •tea.
<br />-
<br />G 70MY
<br />EDBE 0-60 CJEV.
<br />All
<br />z
<br />: �d0.
<br />,- -__.--6.YA•'-.-.�_ _ --
<br />© STORY PANEL
<br />.230 _.
<br />( ---2.170' - -
<br />'-•_2.470•------111
<br />O2
<br />REVERSED "he TRACK
<br />O REVERSED 'LAW TRACK
<br />wAxL's F1vD LIG i'� .
<br />W/ HOMED EDGE. ' )
<br />f /- -
<br />.�,
<br />it
<br />t--
<br />HEMMEIZ
<br />'P
<br />I
<br />ISOMETRIC VIEW DETAIL A
<br />2Om
<br />2.060'
<br />ROUNDED CORNER ! ENDS OF PANEL'S
<br />- -'
<br />125•
<br />END LIP W/ HEMMED EDGE
<br />.750•
<br />4O 'J* TR el(
<br />O
<br />© rX5" nY,) ALUM. ANGLE
<br />1 1 4 WIDE
<br />Ur- 125'
<br />5061-TS Rum. ALLOY
<br />,T T'SY �• Crro)
<br />^
<br />Z
<br />L_
<br />N8. 44187
<br />FIORIDA
<br />�3' Cox. --I - - ,750•--
<br />*
<br />'; :- a1E OF ,•'�
<br />tamp ,U,ELw. rc
<br />WILDING CODE (High Vetlrott MU no Zone
<br />2G OW GALVANIZED STEEL STORY PANEL DRAW W.
<br />O7
<br />SW3L3'(Max.) ALUM. ANGLE ©STOP BAR
<br />'',.53/ NAL
<br />IL ECOIMc
<br />M/BI/2WR
<br />AL PROTowto. PRODUCTS, UC. 00E
<br />11 • LONG
<br />J_ L
<br />R I11111NM
<br />IL 3331(N6.INp-ma
<br />LSOB.3-TS Alum. Auar
<br />/
<br />L
<br />PE. tE1W/f6,MTIW/CITE
<br />+r aA ww,r olE A xH:
<br />MAMA TWO 4n-HID M1 RN1 W1-ilf .ikYH
<br />WALTER T'J`N PL
<br />woi� iN61)1DW
<br />20-176
<br />..NTH. WA w t1RMNW N4:
<br />`*"H MRT n W M
<br />OR
<br />COPICREl�E
<br />BLOCK REQUIRED
<br />Ir-
<br />E.D.6
<br />INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL, SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4• TAPOON ANCHORS _ _ 1/4• TAPOON ANCHORS -_ 1/4' TAPCON AN04M ,14• )IPCW ANCHORS
<br />! 1,091 go.
<br />D.C. r ot, - • fY OC
<br />POURED CONCRETE, POURED CONCRETE.` POURED CONCRETE,
<br />OR CONCRETE OR CONCRETE - OR tXRCRETE
<br />BLOCK REOLOW r-CI BLOCK REQUIRED- 1 ` BLOCK REDUMtEO
<br />MCA. Yoh. ,-
<br />i EDP 86r LID --)
<br />�Nr. �' '! ` � ' 'dart. � �'1" ' ' ;y �', �'` (•�3)
<br />1 H i WNr
<br />Ep, 1 WAWINAb IP 1 14. RWwi9f W
<br />A 1 �moui�al ��
<br />Ex+sTP10. i Ex9nN9.i ' ( '
<br />d Aed
<br />GLAas , $ TX ass i j A 1€
<br />Yl isg'. • r i .' CM; 1/.•:-Tar •. ' ,� ] _ .; 6• f'
<br />NUT
<br />t
<br />G 6
<br />_-I
<br />3/32• WING NUT
<br />! 12 1/2. O:C.
<br />tle TAPC04 ANCHORS
<br />_6 4 1/2• o.e
<br />(poacom w/ STUD)
<br />IOUINED CONCRETE
<br />OR CONCRETE BLOCK
<br />REDtRED
<br />WALL uGU({j'[NNO INSTALLATION
<br />NO
<br />SnWi 3/D•-I'
<br />E.O.•
<br />/
<br />Pnt A WAZER (RYONO)
<br />_ 1/4• TAPOON ANCHORS
<br />S 4 1/2. O.C.
<br />(STAGGERED W/ STUD)
<br />PWRED CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL MOUNTING INSTAUaTtON
<br />O UFE ANEL
<br />SCALE 3/8'.1'
<br />1a I6 A b FOR DI1s TYPE R
<br />AIOION TIN,[
<br />1/4'. -
<br />Mom -
<br />INC F WI
<br />46TANAil01R rrto nODD
<br />rr RADA RArs! P•1
<br />3
<br />FR" HUI
<br />TRINE 1utD1Ha
<br />MINAMw ACTOR YACNOS AID HAMMY
<br />4/XATHA aN
<br />44HYARYO WA-�A Rh)
<br />3
<br />soma me ED "7
<br />BOND IRE AOI m LEST 7RIV1 IIIICATEO M/
<br />BM IWW SPAC A HOR 8RIS10 w
<br />NAMIYME O MHOWN ON saeD,KE
<br />R.e HRYJ a,,,,,. Wr N
<br />3
<br />110LEL V
<br />iWQldl
<br />OWING
<br />O M FOLLOWING BE O&MLWRIPS. FOR RED
<br />REDUCED-
<br />I)PDIATOH ro K PSNNG
<br />FA
<br />1RACEIG Two m USING 0C.4 IACA HOT-
<br />TOLFEW AN KAMW Oft ASCHE DD
<br />Fat FAON ANeHnR nWE DN THE TiC,EMAE
<br />-----.. ---_ _
<br />a• _.
<br />- ��-
<br />3,x
<br />1/2' - 1/l•!-2W�eSS. MS W/
<br />- I- - ., - A'B'PA3/32 WINLS N,rt WASHER
<br />! 12 1/2' O.C.
<br />�/2
<br />H -
<br />:
<br />1/4'r-203 -S. M.S W/
<br />/eba.1/u• WWG NUT WASHER
<br />(BEYOND)
<br />._--�t A TAPOON ANCHORS
<br />4 1/r O.C.
<br />/ A' iMCON
<br />! 4 1/2. O.0
<br />OR CONCRETE BLOCK -PDJM CONCRETE
<br />REQUIRED
<br />WALL MOUNTI
<br />CONCRETE
<br />OR OCONCRETE ROCK
<br />REQUIRED
<br />O REGULAR PANEL O
<br />SCALE 3/8'-1
<br />uM sAFET
<br />SCALE 3/8'-I'
<br />PANEL
<br />IWILDING CODE
<br />INSTALLATION DETAILS FOR OPTION 92 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />L. .
<br />1/4-0 TAPOON ! 5' O.C. I 4'r TAPCON O 6. O.C.
<br />1HREADED 1 , j I -_-�/, 1/2- MIN. TMRFADCD
<br />PfIETRATgIr Ai WOOD IM AT WOOD
<br />HEADER HEADER
<br />l n• f
<br />YNo. ---- - N.A'-
<br />W000 HEADER M,n. WOOD /"HOER I r 1
<br />REWRED ._ - REQUIRED - / .
<br />I
<br />FKISTIIG
<br />Yk S suds
<br />,D !'�
<br />YMO10)
<br />r a am 1q
<br />PANEL LENGTH
<br />(SEE NOTE 1 BELOW)
<br />I
<br />F;] - II
<br />E'10 -..
<br />2-.4• WOOD PLATE 3/32' WINK' NUT
<br />REQUIRED T WASHER ! 6 I/A• O.C.
<br />J14-10 PANELEMTE ll/ Cli
<br />! b 1/4' O.C. W , 9/E
<br />MIN -Ile TON
<br />AT MDIWOTH OF PATE
<br />WALL NJ
<br />Q REGULAR PANEL
<br />SCALE
<br />St.
<br />1, INSTALLATIONS ARE ONLY VALID FOR 6ALWOS WITH A.S.O. DESIGN LOADS
<br />UP TO ♦55.5. -72.0 PSF AND PANEL'S LENGTH LIP m 8'-r
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />UP. NOVAKTON
<br />m SABA
<br />oI SWI");
<br />O1A55
<br />MET IFNEN
<br />7H'0-2.0At'_ -
<br />B
<br />(SEE NOTE ,BELOW)
<br />S7/.SB. L1.4 W -
<br />NUT
<br />Eon
<br />2•A4' WOLO_RA1TE ,.-7/8'9 , 3/32' WING MIT
<br />RI.EQUIED - •. WASHER !
<br />(BEYOND)
<br />10 PN.C. IE PII
<br />a 6 WIT 7/8 '.
<br />MIN. THREADED 110N
<br />AT MDYYIDTH 6 PATE
<br />WALL WOULMNG I ON
<br />ALTERNATIVEmff
<br />6 LIVE SAFElY PANEL
<br />SCARE 3/8•-i- FLORIDA
<br />BUILDING CODE (Mich Y
<br />24 (R¢ NONE 2 ROAD
<br />4 B/ a W/o Mz 1'/24 r4'/24 (s¢ RWTE 7 IO.OW9 7• INa4. 2'/24 W 1'/24 ` 4 ,/.I� (6FE NOTE A eI0WA)
<br />FOIL CO$NUTE 5'. FOR
<br />>D 1_ Mn. CONCRETE A CALM
<br />P-a• xIxDIKE ox CTICK >O rSH IT 26 3•
<br />Ma 9FE BRIWNS W WHIT » Yv. Ar 2 tfH TOWDME 011 sCQt 36) ,• Nn.
<br />I. IWV 1. 1wf
<br />PNC9 Ivl• sJL¢
<br />II2• ^�Y IP) I�� ^ i/� � M�
<br />tR I'Mil'-J 1- I�11.1 �1.1,1
<br />1�(U1e aZ 3. 4 lwnj ` frTEleon MAIN IN-mm" P448i
<br />!LMroiGR PAVFL) ( �P j TT ao i L (EiNo PwEy ' PAIILJ fPnEaOt v r '(EYE PN(J� 6o x LSIXNONE BUM' AXE NONE 2, 3. 4 ELDW SEE . ]. 4 BODW NOTE A
<br />i t I
<br />e, �_
<br />I
<br />`. ! _ ,_ _1�.. • � � - IL i; ��. � i_L.eel¢qE�2oQ+.P34A9 R/ 4o x •L' T- - - � TT . I - 'A•L
<br />IT
<br />11
<br />H
<br />_• • sI ROTE 4 1F3DW - • • • NOTE 3 • /PµAEUW TE OWmOLJ
<br />,:bl/A SbEDA[OM ssT a: rmiPoOOST:KEW RMo� YAr 8E T[O� 1/Y Rr , RR' AT Uhl PAETS)TXON
<br />MDTE 3 SET 2ECTKP5 ON SHE" m Al
<br />(M ®W/ Mt R/p®. ® PNVOS iS' •LAST NG S K'T m BE INSTALLED AT EACH
<br />• LAST PANEL O m BE Nsuum AT ud1 OPENING S2IAT ALNMs BE PRon[D W/
<br />TYPICAL ELEVATION FOR SERA$ 2000E�A�ON FOR SER�2� R �wv�EAWL* KNMAKiTABETE AITI°E°ALLAT O"iTYPICAL INEIR M Om ro K INSTALLED
<br />EmMTEWADLIMATMXN
<br />E-2 HANG STORY ��EL m C_VZTru (RSOE OF =rom�� ILLEo maN _HANG STORM PAN or" or mWarUT�
<br />aQYt a/1r - 1• -- - -- mu a.. E
<br />IL SYSTEM
<br />'ec Mt W41/4- 1b GAP 1/A' Alt GAP T/4• IH• GAP
<br />( DR03 W/ -M-0 1 I
<br />SECTION jLA-AA-A SECTION B-
<br />!DICW.I.Ew W 1L°
<br />E S/w - t- g7� au
<br />(1). OEFINITYXN OF H:rpcc HOOD: E - Z NAIG STORY PANEL SYSTEM CONSISTING OF PANEL .
<br />•% TRACKS AT TM, A: PANE -MATE PLUS OR 15' LOW
<br />(1). DEMhf Kw_-•„--QN QE_,aBBES_=, E - Z Iw4 STORM PANEL SYSTEM CONSISTING Of PANEL (rAi BOTTOM W/ PANELMATES
<br />CAW- TRACKS TOP A BOTTOM. (2). END PANELS SNAIL ALWAYS BE CONNECTED TO 9Ll WALL By MEANS OF
<br />(2} PANELS SHIAIL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAN PANELMMTES OR. IF USED JpNRY W/ 15• LONG TRACK AT BOTTOM, END PANELS
<br />SHALL BE PROVIDED AT TOP OF SUCH PANELS. SHALL BE CONINECTED TO U7 w/ 1/1'L-20r3/1 5, W/ T 3//J3Y
<br />WING NLT OR t/4'1-20W3 Mtn. TI INfU T(EXCFPT AN
<br />(3)� IF ENO PANELS ARE IX710/ECTED 70 BOTTOM TRACK, CONNEXION SHALL CONSIST Of DESCRIBED ON NOTE (3) OW)
<br />1/4Y-20A3/e MS. W/ 7/8'PF3/32• WRNG MR OR 1/4'H3/4' Mh TNUMBSCRLW (3). FOR CASES WHEN END PANELS ARE 415E JOINTLY W/ 1S• LONG (2� AT
<br />ITC TAPPED BOTTOM K. MOUTON OF FASTENERS MAY BE AT EITHER OF TWO 7C
<br />EXTERIOR FAT RANGES OF END PANEL J)GfrOM BUT END PANELS ARE NOT COMIEGTEO TO BOTTOM TRACK STOP BAR
<br />(4). IN USE THAT ENO PANELS AIDE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BM F SHIAl1 BE PROAtOFD AT TOP OF SUCH PANELS.
<br />IS ONLY USED AT TOP)) AT LEAST TWO PANELS SMAL BE CONNECTED TO BOTTOM TRACK (4). FOR I/STAILATONS WHEN END PANELS AND SOME /NRWOR PANELS ARE DIRECTLY
<br />USING SPECS IDICATEb ON NOTE (J) IIBOE. IN SI/C11 CASE, CONNECTION OF PANELS LIIOUMED ?b EXISTING SAIL HALL MEANS OF PAFELMATTS. ONE INTERIOR PANEL
<br />t0 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. MAY W USED JOINTLY OL TRACT( AT SHOANffO ON ELEVATION AND ACHING BOTTOM y) TRACKTOW2bW
<br />W 1BE USED
<br />J INTL i0LLOR1NO/ ��/
<br />(5) SEE SECTION 1'. 3' A 4. ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE DISTANCE, FOR T1R5 R BFTDe01t PAME'L LASED ' WJ I{�� 00E5
<br />IH1,11111NNA NOT NEED TO BE OONND( TO BY ANY MEANS. TRACK SiIALL BE RSTALEp
<br />,LAP / SIICFI THAT ADJACENT PANELS LEFT ! ROM SDI OF PANEL) HAVE
<br />_Pr'•ATT,A A: T��C/r THEM OVERLAPS RETAINED BY �J .
<br />- 3 : `XONJ, ;-`r,IP s FLORIDA BUILDING CODE (Mah Valcatty Murrf..-
<br />INSTALLATION DETAILS FOR OPTION 92 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />114' TAPCON ANCHORS I14' TAPCDW ANCHORS-i 9' O.C.9. O.C.
<br />POURED CONCRETE POIIREO CONCRET' ._
<br />OR CONCRETE O.00XOR EYE,
<br />REQUIRED ,• S REQUIRED
<br />%N 1
<br />E.v
<br />NT
<br />t
<br />I IRA IP4AW1i W
<br />0
<br />rIX+�aAA�a
<br />n
<br />I W421 ,n
<br />�
<br />1
<br />Exrsny¢„1
<br />�WI
<br />R
<br />1
<br />1
<br />I I
<br />:
<br />I
<br />1
<br />j
<br />Y
<br />1
<br />1
<br />,
<br />H
<br />iX
<br />1
<br />E.D• �
<br />� i
<br />P,WELMATE PLUS W/
<br />. .-�14-,0'r
<br />/B'0 , 3/32' QUID NUT WASHER
<br />! 6 1/4. O.C.
<br />BLTZMWOCRIETOCK
<br />REQUIRED
<br />WALL U
<br />LILATM
<br />.
<br />O REGULAR PANEL
<br />SCALE 3/8•-1•
<br />SEA elm 19 1I iLL IOA s ♦
<br />�= tilt
<br />Puml
<br />, INTO OD
<br />FOR RSTALLAlId6 INTO 6000
<br />Mw WIOIOII rMWw O,O
<br />]
<br />3
<br />On"
<br />MINIM A D1l,
<br />SO MADI AND" SrW IDIDA A! THIS
<br />0l ME M1
<br />•rraatr,n gRfsMe 0.)
<br />3
<br />3
<br />wa MR LESS "
<br />SO MAE RED ED. LETS V IMNGIW DN
<br />SRISIC F
<br />SOf91AL REDUCE G SHOWN
<br />THE SPACING TORN ON 4C/INtA�E
<br />WM ApJ pI� !,r /.)
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<br />2 MIe7111 OLES HVAN D E-2 HANG STOW PANFi SVSMi
<br />1 E-2 HANG STORM PANEL SHOWN ON THNS PRODUCT EVAWATON DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLANCE IN
<br />ACCOM44CE WITH THE 2020 (M EDTDN) OF THE FLORIDA BUILDING CODE.
<br />DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODE,
<br />FOR A WNIO SPEED AS REQUIRED BY THE JUNISMCTON WHERE THESE SHUTTERS; ; WILL E INSTALLED AND
<br />FOR A DUKCTIONIMA' FACTOR Kd-0,65. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A: 26.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-is
<br />SMALL BE FIRST REDUCED TO AS.O, DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO
<br />TO COMPARE THESE W/ MAX. (A-S-D) DESIGN PRESSURE RATINGS INDICATED ON SMEFIS 25 ! 25.
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED. A 33R INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS hM tFeED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN
<br />DETERMINED IN ACCORDANCE WITH N.D.S. 2015.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECrION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032, AS PROTOCOLS TAS-201,
<br />TAS-202 AM 7AS-203.
<br />2. THIS SYSTEM HMS BEEN DESIGNED TO E INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING THE OPENING FROM THE
<br />INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPOCATON IS VALID WHEN INSTALLATION 15 INTENDED TO BE PERFORMED
<br />FROM THE INSIDE OF STRUCTURE.
<br />3. SERIES 1000 INSTALLATDN IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION S REQUIRED TO BE
<br />PERFORMED FROM THE INSIDE Or STRUCTURE.
<br />4. SERIES 20M IPMALIA71ON 6 MPLIUBLE TO SINGLE AND DOUBLE HUNG AND HORRONTA, SLIDERS STYLE WINDOWS WHEN
<br />INSINUATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />5. ALL ALL)WMW EXTENSIONS TO BE W63-TS ALLAY AND TEMPER. (UNLESS OTHERWISE NOTED)
<br />6. ALL ALUMINUM S ME7 USED A7 CLOSURES 1 -H1< HEFT AL CL SMALL HAVE J o5 ALLOY.
<br />7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL- ASTM A-W GRADE 50 Min., GALVA6ZED STEEL
<br />TES%NATON W/Fy- 58.5 km (AFTER ROLLED).
<br />B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 116 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
<br />500/8 W/ 50 mi YIELD STRENGTH AND 20 b; TENSILE STRENGTH k SHALL COMPLY W/ FLOMOA BUILDING CODE SECTION 2411.3.3.4
<br />9. BOLTS TO BE ASTM A-307 GALVAM2ED STEEL, OR AS 304 SERIES STAINLESS STEEL, WITH 38 KM MINIMUM YIELD STRENGTH.
<br />10. ANCHORS TO WALL SMALL BE AS FOLLOWS:
<br />(A) am,
<br />1/4•0 TAPCON ANCHORS AS MANUFACTURED BY ITW. BRILDEX, INC. (DUN, re.3112 Per.)
<br />1/4' r X 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. rc-3000
<br />014_ 10 PANELMATE FEMALE 10 A PANEUMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />(r4-33% P.W.N.)
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2• FOR PANELMATE
<br />FEMALE 10 k PAMLMATE PLUS.
<br />A2) MINIMUM EMBEDMENT OF 1/4•0 X 7/6- CALX-IN ANCHORS SHALL E IS 7/8• INTO CONCRETE. No EMBEDMENT INTO
<br />ANY FINISH MATERIAL SHALL BE PEAABTED.
<br />1/4' 11-20 SS SDE 99 BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4•
<br />INTO ANCHORS,
<br />A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR
<br />FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL
<br />BE AS LEMINED N AI) AND IN A7).
<br />(0) TO EXISTING CONCRETE RO•'C WAIL
<br />- 1/4' r TAPCON ANCHORS AS M94UFACTURED BY ITW. BUILDER, I/C N�
<br />- 1/4- r X 7/8- CALK -IN ANCORS, AS MANUFACTURED By DEWALT INC (Cm-1500 peel.)
<br />- 114-10 PANELMATE FEMALE TOAND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY EL.CO CONSTRUCTION
<br />PRODUCTS (I'm-2071 p.et.)
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<br />8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PµELMATE FEMALE 0 W PAmaMATE PLUS INTO CONCRETE
<br />BLOCK SLAL BE 1 1/4'.
<br />6.2) MOO" EMBEDMENT OF 1/4•9 X 7/8' CALK -IN ANCHORS SAALL BE IS 7/8• INTO CONCRETE.
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PEAWREO
<br />1/4• 0-20 SS SIDEWALK BOLTS USED SALL BE LOW ENOUGH(SHOULD ANY FINISH MATERIAL DST) TO
<br />ENGAGE 3/4• INTO ANCHORS.
<br />B.3) IN USE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,
<br />ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, MICHORACE
<br />SHALL BE AS MEMRONED IN ELI) AND IN 8.2).
<br />(C) NCHHOUFSS ISHALL BE INSTALLED FMXOWWG ALL OF THE RECOAMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
<br />t t fT SHMA BE THE RESPONSORM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY E ATTACHED TO CONC E11L ROCK
<br />OR 11000 FRAME R1I.ONIGS.
<br />12. THE 06TALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WNCH REMAIN IN CONTINUOUS
<br />CONTACT WITH THE BALDING 10 PREVENT WINDAMN INTRUSION CAULK AND SEAL SHUTTER TRICKS ALL MOUND FULL
<br />LENGTH.
<br />t3. StORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />REGULATIONS PROVIDED BY THE JURISOICTON WHERE POW IS APPLIED TO.
<br />14 ATRIUM WIDOWS AN - H D DOORS, INC.WC 2 HANG STORM PANEL SYSTEM"' IS AA7eTNf IE1plD.
<br />15- (I) THIS PRODUCT EVALUATION DOCUMENT (PAND .E.D.) PREPARED BY THIS ENGINEER IS GENERIC D DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC PROJECT; I.r. WHERE THE SITE CONDITIONS DEVIATE FROM THE P_E-0E AND INSTALLATION LIFE SAFETY OF
<br />(e)THIS PRODUCT BASED ON THIS P.E.O PROVIDED HE/SHE DOES "Or W-VITE FROM THE DICLUNNG CONDITIONS ON
<br />THIS DOCUMENT CONSTRUCTION SAFETY AT SM IS THE COMtttACTOR'S RESPONSIBILITY.
<br />(c) THUS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />(d) SITE SPECIFIC PROJECTS SHALL E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />BECOME THE ENGINEER OF RECORD (E.0 R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE OF THE RE D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E-D. ENGINEER, SHALL
<br />SUBMT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(e) THIS PE.D. SMALL EAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGPEEA OF
<br />RECORD THAT PREPARED IT
<br />16. STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL A
<br />ACCORDANCE WITH SECTION 17DB.9.3 OF FLORIDA DWLDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPEMNC,
<br />LABELING TO COMPLY WITH SECTION 17094.2 OF THE FLORIDA BUILDING CODE.
<br />_
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