|
- ANCHORS (SEE SECTIONS ON SHUTS 17, 18, 19 St 20) - ----I
<br />3' MAYS 3A/17, 411/17, U/111. 30001714107. 38/19. 3" MAX,
<br />- 1 * MIN * IMAN119, YAW/19 & IA./20 * mwm 71111111/19 a vRN,/30 I- fift i
<br />___ I
<br />D.M..,(A) - ----- 7 __ 7 - 1
<br />. I 0 ----I--- ------., - , .; I—— - -;_ ..
<br />0 10 0 0 0 6
<br />, I I
<br />i T.T11-- .---
<br />, L �
<br />, � � � I I i . ! .
<br />P 1 1 I I I I .
<br />I I I I :
<br />: 1 i
<br />r_a3 DR -0.) - : I
<br />PANEL I � 1 , , I
<br />; ... P. . _�� W. -_(�. ! j I I .. �L . I � ,-@I
<br />Ii - � "I - - I - I -_ 11 -_ __ 11 ____ -
<br />I : , , - - - - __ , ,
<br />,
<br />� I .,� t. �;�_, T - 14 . , q
<br />i
<br />I . 4 li
<br />14�7 i I 0. , - ,M.." 3/sr- - -_40- - .
<br />. , i- �__ _ _ � - ...
<br />I - �. . I I I I - i I
<br />I -_ I �
<br />I I I � _,�1� . r
<br />� --- I . It _-
<br />I I ! , - -, I - _* , I , - j I �
<br />..,t, . f i 10 : - . . I - -�- , 'A
<br />I I � I I __ I � - - - - I , *it * I
<br />. -
<br />--I-- I ....- � . i . .- i.. . �. .-;----if- ,,--I- i 6'
<br />.z TWITCH" 4t tfw - - 1----- -- . "
<br />: - a xt %Art" ! 1 1
<br />1 z --,--- 'i ,.ft lamw CDANIUMI : - - - ___ __
<br />0..--�@-4 1 - q -.----..- . - I
<br />- " � � - - - _ .- - -------
<br />_."O'LA, -
<br />WIT, BA/I& U/17 40/17. 58/18, - &OW .� -l?. --art.- P,Htt `RA`AA`-
<br />" =1111, 7AN/10 A SAW/20 sew/Is. Nw/19 a aw/20 I' MIN
<br />" MAXIN + EXTERIOR 3
<br />- - - I AMI (SEE SECTIONS ON SMMS 17. ,A III & 20) -- -
<br />OPTION 02 FOR _LIFE _SAFETY _ STORM PANELJ) ELEVATION
<br />SCALE 3/16-- 1 - I/.- - ON,
<br />1=
<br />MAXIMUM A.S.D. DES 19N_Fff.S5_UK__ RATING (D.3.f.) AND
<br />0ARES-P9KRING JJAXLMUM_FANEL__LMTH__%" SCHEDULE
<br />EXTERIOR
<br />SECTION A -A
<br />scALC 3/,a--,-
<br />00'"...1.11,
<br />,,,,�-;EP,A:.!!<E41)�!ll
<br />/ , �-`VCENS�-!'.Q -,.
<br />* No. 44167 %
<br />2 **: :
<br />= . * ;
<br />- I
<br />MAXIMUM A.S.D.
<br />Mo. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (P.60
<br />L (ft.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />-
<br />455.0. - 72.0
<br />a' -a"
<br />2 3/4'
<br />UNBOLTED
<br />I
<br />-.-
<br />I'p, .. i - - - -
<br />1,0i,`- lORIQ,;9�
<br />,
<br />I _ ,
<br />, ;�.l I ... ..Iig
<br />� - I
<br />- t �01-111110,04 o .
<br />FIT -AL/90PAIMPIAIA1T
<br />. L .
<br />MAX. PANEL LITAGII.
<br />(SEE
<br />W SCHEDULE)
<br />FLORIDA BUILDING CODE (H;90, Velocity Hurricane Zone
<br />1,2D. "L`EcO. -
<br />1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />----.---.---------
<br />I DF,Z BY
<br />en/a/212o
<br />11
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />,P,
<br />LIECID INC.
<br />PING &III. 513.
<br />OWN, ft �
<br />_
<br />I -TASTINGIF FOR - IDU COMPANY
<br />20-176
<br />. - , ". - " .1.
<br />1-1 Ft , .!:;,., - - .-AF,
<br />PHONE (MOMMM-75,F& 10 (DIFAMMINI
<br />DAMPHIR Ns:
<br />dam.
<br />-
<br />SHEET is OF a
<br />-n- I'lllu
<br />4-0. L., t.-.161
<br />I
<br />: [M_TALL9iQhL_DETAILS FOR _ OPTION 02 FOR LIFE SAFETYSTORMPANEL SYSTEM
<br />WTP_EXMINJG��JWCT WRES
<br />.f !
<br />,%'l T, I
<br />FT4=
<br />;
<br />I Ir,____,_____,
<br />i , .00D HEADER
<br />I ktoom
<br />.
<br />I
<br />i
<br />_', r-,-- - ,
<br />, , - , M, 14"I .
<br />� , �,
<br />,; � _,_�<, -,, IF O
<br />11
<br />J,
<br />___ __h
<br />-000 HEADER W,Q,M FADER
<br />ITFOULREO - J:� FT I=
<br />I ..
<br />I- - ,
<br />I 1 j4�* ►TAIPCON 0 Ir D.C.
<br />- V
<br />1 I Ik*EADEO
<br />, er
<br />• ,� � I I NronN� I
<br />JI, � . : ,
<br />C4
<br />_T___FI'
<br />1/4*. TALKON . .. .., . - -_ 1/4-f tAPCON 0 6- 0 C
<br />*/I 1/2' - THREADED I .11 . */I /I' All. �,RFADUD
<br />�"12
<br />7�n,j .ODD
<br />I
<br />, , , I
<br />,� I
<br />I N � / I I
<br />PtI070ATIOAl AT WOW I � I , PENE114TION AT WOOD
<br />11 MCA"
<br />. , \ ! . HEADER � � I "
<br />\ ,.,
<br />I I I I
<br />HEADFA . I I WADER
<br />I I
<br />-,. - �_- - I �,.
<br />I �
<br />I/.-
<br />" '4 Z �.l I'll
<br />I X 4
<br />I I /Y :
<br />1
<br />I
<br />-•r . . 3, f
<br />1/7' ".. , 1 /2,
<br />I i
<br />- I
<br />i I . - 4'
<br />. . -
<br />. .. 7 I
<br />/ ', j ,1/4,
<br />/ � , �
<br />, . I
<br />' I t. I j- \ -A- hh,, I I
<br />I . �
<br />, r
<br />� . j N ,,, � 2* 1 ,
<br />�
<br />I I I
<br />.. I
<br />__ 7, - . I �_
<br />I I 4�:
<br />,
<br />1 � : I
<br />I
<br />'
<br />IL
<br />I �
<br />", I ..
<br />�
<br />1?.
<br />IiIf
<br />�T,
<br />I -
<br />. , I
<br />: Its'.
<br />I
<br />LFIL'
<br />'I, ..
<br />.. 11
<br />, , ,
<br />. I � �
<br />I
<br />I I I
<br />ltl:L�
<br />I - ; . CD
<br />1.
<br />L� !0 10� - G
<br />� ! ,a I ;
<br />� ; I I � o
<br />�
<br />; 'I' ".
<br />I
<br />EXISTING - SARAFFIFOI, � I
<br />OEM I. -
<br />I
<br />� : "D - I I I
<br />I 'L' =_4 !
<br />PANIC ,.j'=
<br />, In Lf"CTE, I . - 'In � j ,L* ANO.
<br />(SEE No Low) I I
<br />IPANEL
<br />i
<br />'A. - !
<br />: SCOMIA,
<br />. PANE' LENGTH . -1 OF) ! 1.
<br />. . 'k'
<br />ititl NO'l I KIM ! I
<br />- - I
<br />-
<br />=S ID .us,,_M.._..(SCE
<br />( .c.." _
<br />ON serrT '.) I ;
<br />� :
<br />t
<br />.: I LEMKII
<br />... TEPIC - 41=1 -
<br />NOTE I BELOW) [W-
<br />. . t --- -_ w -- I QLA55__(,,,N,R
<br />'/. , -, :Nj.r -1 t � , �
<br />S'S Y.S. ,� "'
<br />" T_ -
<br />1.
<br />I ,
<br />: 1. PANEL CENCT.
<br />I (SCE NoTr I BUD.)
<br />- r ,
<br />I "P_
<br />- _4111111 I
<br />S�%_:`
<br />i 4 I I ,
<br />� ,
<br />I
<br />7/4- .
<br />- I/ -�%-
<br />I
<br />I
<br />f �
<br />WING Wulf
<br />WINO .. I .11 �.. 1. I
<br />,
<br />I
<br />- I I I
<br />I
<br />� AANK, MIT , ._ I � I
<br />,� bLL
<br />. I
<br />!
<br />)IF '11"M I I I I
<br />, .
<br />. I/e4-. IAPCON,
<br />,
<br />O.C.
<br />I
<br />- - - .- - ;
<br />. 7�4
<br />_ ____ _ - -1
<br />-------
<br />. ILO �__t,_._ _
<br />FIT
<br />FENEINATION a � - -
<br />- -_
<br />.
<br />I'---
<br />I
<br />I
<br />I
<br />i IF DOWN .1 .f� ' ;
<br />I
<br />-7-I ,
<br />t 6. a
<br />,
<br />. 0 _0'.
<br />= ��
<br />I r__� � I
<br />!! I
<br />I -
<br />7 I I•0 I
<br />I'� fJl
<br />I I - 'r .01
<br />7�;l
<br />, � 11, 1
<br />L;il -
<br />CIO - - ,
<br />1 .. I
<br />I * ,
<br />eo �
<br />1-.__.. I
<br />�I
<br />. I= -
<br />'459600�- 0
<br />CC " L - '? �
<br />I * � ;
<br />I - ,
<br />, ,
<br />to 1, I I
<br />- -
<br />. I - - - --wB�4T � - -.-
<br />r
<br />� -.-@ CONT
<br />I - -
<br />I I COAT �" I ,
<br />� 7
<br />1/4 0-1 4'S.S M,S. �
<br />11 /4-F-20,114-S S US W/
<br />11 qy WING w .1 CO.
<br />7/11`0.3� ED
<br />I
<br />7/51. A 3/32, WING No
<br />,
<br />,/a** A 3/32' WING 1. �
<br />-
<br />i
<br />. T/a'11.3/32' WIND NUT
<br />WASHER 0 12 1/2'6!C �- -----� USHER (WvNr,)
<br />WASHER •0 12 i/2' OC
<br />1 NUT. WASF" (VIOND3
<br />1/4-11 TAIACON , O.C. ! � ;
<br />... 1,'41*0 IAPCON 0 &* OC
<br />(SIAODERM W/ STOP)
<br />I - - jg,"O TAFACOM 0 6' O.C.
<br />I ACGERED W/ STUD)
<br />�
<br />" ARM. 1`1001LADED i
<br />:"/2
<br />04 .1 FADMIN
<br />T��TN*LADEC
<br />A" AT
<br />i I , `HRT.D0
<br />1- &4
<br />,;5r
<br />11
<br />OF PLATE
<br />MOM-
<br />of PLATE
<br />.. 4,
<br />OF PLATE .D-0'- I
<br />ig WOOD PLATE ?'.., wo(rl PLATE
<br />j;g;4r PLATE
<br />. - C� PLATE
<br />FIED PECAt.11;
<br />WALL
<br />W 2UPIRIG INSIALLAM
<br />WALL MOUNTING INSTALLATION
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE SAW
<br />MOUNTING INSTALLATION ALTERNATIVE j
<br />ALTERNATIVE 6BiW SCALl 3/8--l-
<br />E
<br />0 LIFE SAFETY PANEL
<br />0 REGULAR PANEL
<br />SCALE 3/5. -, -
<br />0 LIFE SAFETY PANEL ,".."I'll"
<br />SCALE 3/8*-l' ,�,'� P. TIQ/�'?,,,
<br />STALE 3,,18*. I,
<br />., ... �9 RIDECIi A�, i.... I/ \
<br />.. ,\r,IENS,r `-..� -
<br />FLORIDA BUILDING CODE (High VelocIfy Huricant
<br />Zone)
<br />I OW LAIIONS ME ONLY VALE) FOR BUILDINGS WITH &SO
<br />Up TO .5". - 12C PSF AND PANEL'S LENGTH OR 70 0 - 6'
<br />DESIGN LOADIS , s
<br />Q 4 167 -, S
<br />. : No . * x
<br />wall, MWOO -
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />"
<br />2 FOR NEW WOOD FRAFFE CONSTRUCTION WOW AFT-ARFE" TO BE SoutKPN I :
<br />PANE No 2. W/ SPECIE orkstY, OF Otts OR (OLIN. 1 * ". la 46k_
<br />- S .. sl; i -
<br />*
<br />%_4 rLc
<br />___ ._
<br />1 GLOBAL PROTECTION PRODUCTS, LLC.
<br />. '. 11LIEC 0.7\\ ILA, $1
<br />CANW, III,
<br />__
<br />_
<br />' '.w
<br />,�,... pfio'I`-.-��
<br />,0
<br />I e "
<br />01
<br />�
<br />I � S-TAXTF
<br />- '.�F'F"Aa . FOR.Ot- coMR. . Ft =I.
<br />PH
<br />-r,
<br />20-176
<br />""""ss �# I
<br />,
<br />i6 tic�! ---
<br />- A" -,:: *:.`!II"_,.. -,.-" (RIHHAN� I", 'FAL (-)W-.n?
<br />----- - --I - - -
<br />DWWAFR Fe
<br />It .... t" III PE WAVINOMATUIRIOM
<br />, w. . =..R-w
<br />--", 1+`�__ __�!n ll� -_
<br />I -
<br />,L%; 'r l,,D`jE
<br />_# A, i IZ _1� �_ - 1.
<br />I
<br />-
<br />- -
<br />COMPONENTS -Z HANG STORM PANELS
<br />� -ENTS FOR SERIES.2000 A__jQQO E .
<br />(SCALE 1/2-1"
<br />- 2591' -
<br />-
<br />I-- I. --
<br />I- 12500' (EFFECITIFIL *.DIH)
<br />!
<br />.- I— -_ . , -6 1/4' - -
<br />� ,,�
<br />I ?O` - I 1� - I_& -
<br />7 13 so-
<br />1
<br />I
<br />, 11
<br />,
<br />0036- MIN THICK
<br />2.657' -- STE I
<br />I DO. .
<br />, *0-x F`
<br />.
<br />HEMMED TYP. Aslu A- 653
<br />\
<br />1 - GRADE SO MINIMUM
<br />r 160 Ck_v
<br />1" A
<br />t ------
<br />, � - - - - I - - - %41_.....�-
<br />!!,
<br />k _j L-I.SI
<br />_ - I - 5250' -
<br />(D STORM PANE
<br />"I'll I
<br />PMI's oto up ,'� ' .
<br />I
<br />� '�
<br />W/ HEMMED EDGE - .1
<br />I--,' -- Alm. , -,
<br />11 L".
<br />I -•*O
<br />11.1 e.rJo. I -1--_
<br />-;`-
<br />ISOMETRICVIEW DETAIL A
<br />ROUNDED CORNER 0 ENDS OF PANEL'S
<br />END UP W/ HEMMED ENE
<br />(NTT)
<br />-7 1 [- 125'
<br />§I
<br />, 9
<br />1 3" MCA. --I j
<br />07 3*x3"(M - ALUM. ANGLE
<br />- 1 3150. I I �w' I l
<br />. , '05 .
<br />I 2�,. 3 50u, � 4 I - 4 � , �__ 2.500'
<br />/�� ' ' � [ 1021; I -
<br />/ OVAIL &I I � � ===A, 1-
<br />I - __ -#. ,Z'l. "I'll -
<br />.250, i -- -2,470' .
<br />T REVERSED "h* TRACK
<br />- 'W* -
<br />_. 25 .0*
<br />I � I
<br />oll.i , ,_
<br />.i25' . irI,
<br />I __ 1 - 4• 3,750'
<br />!
<br />- .1 Dan
<br />:
<br />�
<br />-
<br />' [== '7. i i
<br />:Ifi. i I , s1110-_;
<br />J* TRACK(�) PANEL ER
<br />C�) I /4t HANGER
<br />"I-TS Alum. ALLOY
<br />-_
<br />I IF
<br />0; ......... �.
<br />11 P...., OCEIVSE`-��
<br />IN, (TYR ) , ... N
<br />FIT: .1 44167 ".
<br />I I i___:JCSS- e<,tR,,AI,,i�, /-. .
<br />;
<br />- .7w.---- 1 . .
<br />11".. ATE OF .",
<br />,- I 0,-•--ORII)�_,O-�
<br />*
<br />11 -
<br />(A) STOP BAR 'I'll, 31 1�41�� _,
<br />I
<br />I I" LONG -1�11� I ...... ."Relo?.
<br />6063-TS Ajum. ALLOY I
<br />.1. st"
<br />2.591'-
<br />�
<br />I
<br />2.250* 1
<br />-7
<br />lIt,
<br />ls •
<br />-
<br />M.
<br />_1111P.
<br />- I I ...1
<br />�
<br />.
<br />2300,
<br />2.7*4-
<br />� .
<br />* I I
<br />n'�', ,-2-470' 1
<br />to.
<br />Q'.
<br />12IS,
<br />. -
<br />.
<br />M.
<br />2. ; f'.125-
<br />�
<br />T 2"x5"(MgQ ALUM- ANGLE
<br />FLORIDA BUILDING CODE (High Velocity HUT cons Zon
<br />120"D ."00, -
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />..,;� IF,
<br />.- - -
<br />.,----,.-
<br />"MIAM
<br />11LIECO.Tee
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />O"M
<br />). 51 IWO
<br />V Tiomia a "o.tmw Efto"I
<br />- - - - - - AFAVINA.", "OF
<br />OFFAL N. 314
<br />MHOMI CIRRI )teI FAIL j,KP,)NW-.Yt,
<br />20 -176
<br />- 4`RAI. -ugo.''IM,
<br />,
<br />au"N' `_
<br />-1
<br />., -
<br />- I 2���--�
<br />�--;�-
<br />- - z:.
<br />IN..STALLADON DETAILS FOR OPTION
<br />i2_10-LIFE SAFETY STORM
<br />.
<br />tNTQEXISTING FWRED QOKRU"R___Q_�ff_0LQQK STRUCTURESI
<br />I A' IAFI .C,K-1
<br />lj4' IAPCON ANE714ORS
<br />.- 114' IAPCON ANCHORS
<br />TAIACON ANCHORS
<br />KAFRED CONCRETE 11
<br />ON CONCRETE
<br />[MOCK REOU1,110 I CI -
<br />III 11' O.C.a
<br />,
<br />I .. I
<br />POURED CONCRETEI.'
<br />,
<br />CA CONCRETE I
<br />BLOCK RIOURRED v_r.1
<br />-
<br />4
<br />r ac
<br />I
<br />POURED CONCRETE ,
<br />OR CONCRETE ..
<br />BLOCK REOUMED 11
<br />- ,:7.
<br />0 9, OC
<br />POURED LON-ITE
<br />ON CONCRIty,
<br />_L
<br />EELOOW REOU'RE0
<br />C 1 -
<br />_V*
<br />* OC
<br />I
<br />I
<br />...
<br />I ,
<br />M..
<br />•
<br />I i
<br />_
<br />-,
<br />Mw I !
<br />:
<br />I U. . t E. AF ". r o IF Co.
<br />- .
<br />. 11
<br />� I I
<br />I �
<br />I
<br />I I I � (LT. 11 i �l I �: L � I I � � (;w
<br />� i
<br />I - - IT, - � w IOFAAAARH TR I !
<br />1 - I - QDWRA_ IT, - ( !� - 11-D a - (A) zi
<br />. T, :
<br />evee = - I_ - OTT _v z Kau
<br />: �
<br />, - PH I � � �. =% - : - r =r. - 1 -
<br />I - NO ! 1 -_ A " - I sor, OD � � .0
<br />I . IE , . �
<br />EXFS`rFlI2,' � � =., -J I �;l j E.." j : ! 4 M
<br />GtAS� I . .J ; 9
<br />: A I -L.r CLASS : I � r,
<br />I � , . - � A , t A ! I 11
<br />I , I : I i . _ i i : 'A
<br />I 1 It 9 I
<br />I . I If 8 LF
<br />�1_lfl : I I ,
<br />-A
<br />I i . 8 +* , ;'
<br />,/.,. _IA . + I
<br />A. DATFAN, , - - Q~.•-.- 1� 1_ N
<br />; I 1 I I rl i . 1. 11 'm
<br />I */ 7/1 . - - : i I I t ",;�.,�-n , , �l ! .
<br />I . 9-R"'" 11 : ; !f� *_'O" I I - i
<br />I
<br />I , - i I
<br />I - __ I i ; ..__._.11.1___ _1__
<br />I I .
<br />I I : : : V.-) �
<br />I I I ft � I
<br />. I I
<br />I . 1". it I 3 ",
<br />FDA I Eoffi , I : ko. . 1� , LDFF I � !
<br />!. , I - � ! I
<br />4: � L
<br />,
<br />I I r - � I
<br />I o. I 1 1/2 .C- it I . 4;# I -SS MS IF/ OCR , � ; . - i * v4x"0!--s. Ms FT/
<br />��,. _4!, __V / .;N
<br />: I / 2�4 WING -0 ", I :1�
<br />1, __ I - I -OC 4 / wn WING RLII WASHER
<br />� =k I ," & 12 1/2 11
<br />Q IF 3 32" WING NUT - rAb \ - . . (BEYOND)
<br />- . ,
<br />and WASHER
<br />6 12 1/2- ME
<br />F� 4 . TAPCO4 ANCHORS
<br />0 - 112' 0 C
<br />(STAGGERED W/ STUD)
<br />POURED COMIC I DR CONCRETE POCK
<br />REOLFIRED
<br />WALL MQUNTING INSTALLATION
<br />SECTION 3
<br />4L REGULAR PANEL
<br />SCALE 3/2-.1-
<br />. ' 21 0 A 3/32 WING
<br />;ant NUT WASHER (BEYOND)
<br />t;4' INACON ANCHORS
<br />It 4 1/2* D.C.
<br />(STAGGERED W1 STUD)
<br />TOURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REOU'RED
<br />WAL MOUNTING INSTALLATION
<br />SECTION -In
<br />0 LIFE SAFETY PANEL
<br />SCALE 3/e--'-
<br />SE[ PHIX7 1 DIAZ 20 I ANCHO!" "K *
<br />now M
<br />I I mt!�
<br />w0ble,
<br />SPACING 'CA, ALLATIONS IWO WOOCI
<br />
<br />w FAchatt sPhows PI•)
<br />_;._;F_..;
<br />3
<br />(TI BUILDING
<br />Y•rIMIY ANCHOR SPACRA AN' MIMMUM
<br />EM OFSTANCE ARE AOFQArEO 0`4 "
<br />�Owwwaiw OPT
<br />3
<br />SCHEDULE Mo CO.ass I- WDAI ON
<br />SC40LKI REDO" ANCHOR, SPA,HAG O,
<br />-
<br />We AAAAF. , - le,F,F (h)
<br />- -I __
<br />ACIUMIL LA am CODUM
<br />FACTOR
<br />"TOTTING www SHO" ON ItCHEVAL
<br />BY rHE FOLLOWINC FACT ,On r� 14M
<br />OFIRATION TO BE PIS FFED�n
<br />I I/,'
<br />" -
<br />V ING OBTAINED LISM FACTOR SHALL ACT
<br />�.ffss TFOAN FOR IM&A, SPAC PLAI
<br />EACH ANTITYPE ON THIS WHODULE
<br />I /`
<br />r
<br />-
<br />Iw__
<br />___
<br />I I
<br />I In,
<br />-
<br />j4' TAPCON ANCHORS ARCON
<br />__ . 4 "" , cc ._;a;AjR
<br />0 4 1/2- OC
<br />POURED CONCRETE --,RED CONCRETE
<br />OR CONCRETE BLncv OR CONCRI'717 FMW.K
<br />PEOURE1 LIFOIJIFFE-,
<br />WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION
<br />SECTION 4A SECTION AB
<br />REGULAR PANEL 0 LIFE SAFETY PANEL
<br />S14f 3/8--T- . cAL-1 3/8,
<br />""' -,
<br />. C; ,
<br />0 ENS,, ..... I '�
<br />. ,
<br />. -
<br />I '
<br />. No. I4161 - * s
<br />*: * ,_ 1. 3. --l"
<br />: - %�:
<br />-
<br />_. - -
<br />. - $1 4E OFE�i� �_�:��_"__
<br />�15
<br />" OE slV� I
<br />- . 1;_>_
<br />.. ........ /
<br />.. Flowl vL;�;"/SFahAYuAE/0ATC
<br />FLORIDA BUILDING CODE (NI Velocity N., le,ant Zone
<br />1m10 ."C"t - GALVANIZED STEEL STORM PANEL
<br />I 20 GAGE
<br />. ------------
<br />11
<br />DMFWAK FIT
<br />SAL PROTECTION PRODUCTS. LLC.
<br />Id 7..;.-7\ '
<br />\
<br />.,/M /2
<br />DAIII:M
<br />.eve 1. " 'fen,
<br />cowePAMY OF- 1"..
<br />iG6 a C=*_
<br />I -
<br />==_".`HP` P I) ""t. 1. '".)RIM-.1.1
<br />20-179
<br />�A_000019
<br />," , I'LIT !w�..!�,
<br />-
<br />-
<br />CANARD -
<br />- ___ ___ -------.- ______
<br />INSTALLATIONDETAILS_EQR OPTION
<br />1�
<br />LNT-Q _M0NQ_W"0 _SjMLURU
<br />�.-- --.-- i �
<br />�_-
<br />I -
<br />___T I I .. i
<br />I. - -� . _ 1�1'0 TAPCON 0 0- O.C. - -- I p 1/41odlITAPOON 0 6* OC
<br />�
<br />� , */ I THREADED ; W, /2- MIN THREADED
<br />PEIL�71107IDM MINT
<br />i
<br />I
<br />. , WOW . PENETRATION AT WOOD
<br />I ,
<br />I � 1 I• . FADER (P I I ! I If
<br />,
<br />I �
<br />I
<br />I I I ; =. I
<br />- - t
<br />I , 1. ./4 i 1/2' I ,/.,
<br />��,
<br />�
<br />�
<br />I - III- I M...
<br />- I I
<br />N", . I
<br />1 2" 1 �l WOOn,FG A :
<br />WOOD ,LEADER MEADE
<br />M�
<br />I
<br />- -
<br />RFQUqFD I . ,
<br />: - (z RICO,
<br />I � � � I
<br />- __ _A_____L j i_ . ._ . A] I.
<br />7
<br />-
<br />f If I I p
<br />j ; I I:
<br />1 LL
<br />� . (I -0
<br />: I
<br />I - SEPARATION
<br />10 QLNIS ! I
<br />- (w WMED'Al !
<br />Ev 0, OHM Is) I I
<br />=4
<br />I
<br />- HIiPAHAFFIA, ; I I
<br />McLA% 1, M.
<br />- (Sff X.M.LE - : i PAP111. U1114014 _ . � 1 - PANEL :EMGTN
<br />(SEE NOTE I BELOW)
<br />* 0suff- IIH - Is) � , (SEE NOTE I KMJ ll/**0-200*� , ---, I
<br />1 I
<br />CLASS S,S w 3, W/ __ 7 .- I
<br />; . I I -.---_ - ___•_
<br />- I I � IONV/32 I
<br />I , I �
<br />E 4, I
<br />... -1 ���... -
<br />1 - ..__ - 11
<br />" , .
<br />r
<br />I I
<br />1 : j L I� -
<br />:
<br />1
<br />I
<br />I - _1�
<br />_____ -1 __ ---
<br />' "' -4
<br />I
<br />I
<br />;
<br />I , . : :
<br />( I ; _(I
<br />! 3 I
<br />: I
<br />7 I �7�
<br />4 . -- " I � I
<br />- -_ - i ! ,
<br />f - I
<br />: B. I E
<br />a � .i I'll
<br />I
<br />I , " I -,��,q. W., ! i
<br />- Im , -iff, ,� j
<br />EQ I
<br />I", t
<br />'. � ,_ � I) � I I
<br />I I ,
<br />7 - I . - _j 1
<br />2'.4* WOOD PLATE ! 7/8-IF RI 1/32* WING NO 2'.1' WOW PLATE NUT
<br />I OPEOUIRED . WASOE 0 6 I 14- D.C. REWRIT, L WASHER IF (BEYOND)
<br />014-10 PAMELMATE PLUS j 4-10 PAPAIA10T PLUS
<br />1;
<br />. :Ae F1,/4' OC ,�IFETL/Tl�. 0 1 1/1* CC A"C". i
<br />THREADED M ... THREADED
<br />At MITANIOTH Or PLATE t I I AT .Dwwh OF "it I ; I
<br />WALL - INSTALLATION _... ____
<br />ALTERNATIVE. _dAW ","FIN"I'll"I'll
<br />IL.REGULAR PANEL MILL
<br />,4P.;kj.!Czj,p%v,
<br />1.
<br />SCALE 318--i- .
<br />'�--,
<br />- ',,I. jj " _"5��'
<br />E N SCALE 3/8--1'
<br />.....
<br />,,4�- FLORIDA BUILDING CODE (High Velocity Hur 'cons Zons)l
<br />z .
<br />�`,--
<br />NOTIES, s : 7 .9m ILADOO. ec I I F.
<br />- . No 44167 . -
<br />. _
<br />- : :*= 20 GAGE GALVANIZED STEEL STORM PANEL I DARPA.
<br />I
<br />Tie .*�
<br />" " f
<br />I INSTALLATIONS ARL ONLY VAUD FOR ILALD061 WITH AL5.0 DESIGN LOADS = , 1 �L_
<br />UP TO +55.5. -720 PSI MO PANELS LENGTH UP TO W-15" � er .. * < f ----.--.-
<br />T . .'/"
<br />t I.. - __- - - / , \ OLD RODUCTS. LLC.
<br />- S ATE - BAL PROTECTION P
<br />F,
<br />DATE.
<br />2 FOFF NEW WOOD FRNFM CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN - . IILIECOinc. \
<br />- , 4, �';
<br />0 ., �,� / NOR'Fe " TYRI.,
<br />RIX) , -1 --ffwvwz
<br />- -
<br />- I .
<br />, D�
<br />pRFE w/ SpEctric GrAFSFrT OF oSS OR ECUAL ,4
<br />, .. . ,
<br />No 2. . , 00600-1
<br />, �� . rwaRiJisi*4 IFAMEL It 133t,I
<br />... wws�.. - , - _AWAHL. ... � (ARAFFIFF-Fe. FAIL 010H)MM-6.1 20-176
<br />�q
<br />o S�vj �1'� " , 11-1 A. ..., 04111 - 1.
<br />BF .._
<br />. OA
<br />.., � - ,":�, Duoe7t. . � CAMAHO NA
<br />WAI A TLOT 0, PC I � i ---.!
<br />-----. -, _____._ I ILIM), IK IF 07 . WA __ . I - - - - .
<br />-
<br />I
<br />------ _____ .--.----.--
<br />/24 so, A) I. - I
<br />j* Lets I'/24 III, J4'/24r W/ am W/o 0.0 Mt NOR 2 11"In 3- MOAL 2'/24 W V/24 T lox ACT[ I vftDwf
<br />r T PEn"I
<br />IF EACH No `00 co"CIIIIIEN "O'C'NOAD, SET I* Mh, .IE . , .
<br />, h,- �J' - -- I I WHEDULE sm r- $CMaKlUL ON VALIFT so i v FBI,.
<br />�114 SIFIR ,131 101 11111) S,;ft- - - BF CAF SHEET 2. 4) A' a I
<br />M
<br />I
<br />lrl U: Is
<br />- =ICID or(a
<br />-1
<br />I _.1/2*
<br />tIT
<br />-, m - 44 �_ I , 1 :4;p ,t/r -___L....II...1klr. _11_
<br />- _]RIT]"
<br />11 RNAW I I
<br />-- Y .._111 -I. -, I I fin k 11,I ow140101.) mmm "Neu "11111101 F&VA3 (WWM 14140,L) bll�ip , I _Tl 60 % M (CND
<br />IU NM L L 4 BUM w am III 3. . 1110I - , 4 11 I 8. BELOW
<br />"I 11 I I
<br />I E17;�, - I
<br />1
<br />� I .,III l..
<br />, -_
<br />I , 1 w
<br />-
<br />_ L IT -2 - - I III 4' fs
<br />�
<br />.; 0.3 4,14 w/
<br />. ITS
<br />I It
<br />,_
<br />, III his W/ I _32*
<br />1 4M . 11 - . 'I. .17 -M-i-l- I - - .. . .
<br />101014"
<br />J_ W
<br />_h _ I . -
<br />1 40 III -L' 11 J-1-11MI'll - AD x -1•
<br />'I 1 ' 1 �11 .1144 ' 'j 11 j � 1-�t Uli] 11 11 � 1 1 1 ;..I )I
<br />UIMM I P1 -1 I-
<br />"__
<br />I
<br />�
<br />� 11111111111111111141111111 i ,It,
<br />t� .�7 ��_l __,i, , . __ -
<br />i -------- __,_�.:�� - . __ Cr")
<br />!
<br />SEC NOTE - BELOW- MON0,11 3
<br />-3 I. _, - T_ - 77-7- - - AL
<br />14, FOR co"CRIEDE ANCOOIRI, ME Z MAY -
<br />- - ---- se -MAC SM.- : � iT =Lg� now
<br />I
<br />I
<br />1, .. Oh SHUET 76; FDR WOOD ,/2' , ,/2'
<br />Ill ser.hDAS ON SHOT, is I -
<br />4 L .11 3 0 OR (D A/ DP *,'O@ 0 - __ - ___ Wal" PANCts-_11- TO K INSTALLED AT EACH
<br />LAST (D TO IN FISIAL11C AT =.:�
<br />TY;CAL ELEVATION FOR SERIES 2000 OPENING SMALL ALWAYS K PROVIDED EACH �MOLE TGMXFANCMWAKjf=4/
<br />FEAR HNIQF To rACILITACIE INSTNL,Arg TYPICAL ELEVATI j9kQ I IMICNDE 10 BE INSTALLED FROM
<br />� * �
<br />E-Z HANG STORM PANEL I SYSTEM INSIDEI INTENDED to BE `RST`ULJD 1`00. -Z HANG SlpRm PANEL d) =�IEM IO .E ff STA,XTUAl
<br />or TwxTupa E
<br />SCALE 3/32* - I* TIME V3r - " ----.------
<br />I jr-11. MI DO - - -1/4' Ift. 10F --.--.Jr,/-' Fee- w 114- MAIL CAP If.
<br />�
<br />\--/-
<br />v C2)�- Q B/ OR - & (D - e /
<br />SECTION 0- al -twPAME, _s)
<br />..,
<br />SECTION A -A
<br />SCALE JISr - I' (m wAt w". - I.
<br />0) DETIMMIL OF UEDU 1000 I - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL .
<br />NOTE � QPnI. TRACKS AT TOP 11, PANCLMALIFT PLUS 00 15' LOW
<br />I
<br />(2)AI BOTTOM W1 PANELVATIES,
<br />(T) QUINITIC01,011! 5EHLU_&DQQ f - 2 HANG STORM PANEL SYSTEM CONSISTING OF PAWL .
<br />) C-1, TRACKS 701F & lIOIYOM. (2) ENC PANELS SMALL ALWAYS BE CONNECTED TO [*VMG SILL WALL BY MEANS OF
<br />W ,
<br />(2 fO PANELS SMALL ALWAYS Of CONNECTED 10 BOTTOM TRUCK OTHERWISE A STOP BAR, PANILLMAIC5 OR,Ly 5 LONG N J7 AT BOTTOM, INC PANELS .
<br />_
<br />SKIIII.A. BE 0 0 . ,
<br />I'a"
<br />SHALL ENE PROVIDED AT TOP Of SUCH PANELS Y./ .
<br />V, I
<br />=2,4 .,�. ..
<br />WING NUT OR 1/4-0-20,21 M1,L INTO I AS
<br />,
<br />,,,�
<br />(3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SMALL CONSIST OF DESCRIBED ON 4011 (3) ELOW) ! ;��. &-20,3/4- M.S.W/ 7/5-ft3/32- WNG NUT OR 1/4'ft3/4" Min TmUMOSCHEW f3) FOR CASES WHEN END PANELS ARE
<br />W/
<br />USE JOINTLY 15" I
<br />G TAPPED BOTTOM TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO NOT CONNECTED To BOTTOMOING lth�b q) AT
<br />- ,EERIOR FLAT FLANGES OF END PANEL (raGVT LAID PANELS ARE RAjX STOP am
<br />r k Of PRIDIFAM AT TOP OF SUCH PANELS
<br />I4, IN CASE THAT END PANELS ARE NOT CONNECTED 10 BOTTOM rRACK G A STOP BAR t 4), FOR INSTALLATIONS W14EN END PANEL� AND SOME INTERIOR PANELS ARE DIRECTLY
<br />IS ONLY USED AT TOP) AlLEAS' TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACF, LLT�mxFOPAPFELMAtEs. ONE NiERFOR PANEL
<br />USING T , MOUNTED 10 EXISTING SILL AlI BOTTOM
<br />SPECS INDICATED ON NOTE (3) ABOVE N SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINTLY W � ATTACHING 90"Oh, CRACK TO WALL
<br />M
<br />To 80 FTDIA TRACK WAY OCGOR AT ANY PANEL LOCATION W1 TOO PANIELMATES FOLLOWING NO SHOWN ON FUE�FATI,� AND W M a TL Wf
<br />FOR ""' " ,
<br />(5) SEE SECTION 1', 3' & A' ON S14ECT 24. SEE ANCHOR SCHELFULl ON SHEET 25. 1*1 001T �MCCEO rAskINTURIOR PANEL U V E;A.-
<br />'.�L
<br />01 NEED TO TRACK ...
<br />.... 4,1111711111", N E NNECIED BY ANY MEANS W
<br />N. ltj;;?�, SUCH THAT ADJACENT PANELS ( LEFT A RIGHT SIDE OF ERIOR PANEL) 4AVC
<br />I
<br />,,.,�,�� -, " THEIR OVERLAPS RITAJNED BY 8
<br />, " 11
<br />-
<br />.,.. EN - 11
<br />4._e•
<br />v\c .. s FLORIDA BUILDING CODE (High Velocity Hur cone Zone)
<br />I
<br />.
<br />S : .Mo wtOo. - 11
<br />= . NO, 4 16T .. 1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />D%ARH
<br />= *'. t4. 4., __ -_ -_ - -_ - ____ ---.
<br />z Q� - , , I \ GLIOEIAL PROTECTION PRODUCTS, LLC. *".'%
<br />z '.. - , -TIL I E C 0,.. AMID - st mll
<br />i� �s... SIAT OF .'Q: z , .
<br />" - I�t 0 TO' .- -*fl/ `_,zL - AL _& LOO-Ve No 03_1;3� -, 1 3.1.
<br />I'llf.,[wi,;., : .,01, "T�� 1_1C�_1_11r-YF`- . F, .. , I.,)-- I_. - III.) . O&A-0797 20-176
<br />"R
<br />(-'.'-' - __ - -
<br />- lA7;4;71* III -
<br />as *_ ',,0lI'.Mp;.",ri iz�-'-�" _111 A TTLU` .". PC
<br />op�_ -
<br />. ___ 040", V 201
<br />1
<br />-.--
<br />- INSTALLATION OPTION #2 FQR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO &DACRE!"R CONCRETEBLOCK
<br />1,;.' TAPcON ANCIF0111 I. A* TAPc � vx:Rs
<br />* 9. CC III 9' CC
<br />POURED CONCRETE
<br />OR CONCRETE BLOCK � "
<br />PCOVIRED
<br />C_�
<br />�_
<br />� I
<br />I
<br />I
<br />, I/.-
<br />...
<br />.
<br />POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />,
<br />REGUIRED --c 1 ,
<br />i I - .
<br />I � 11
<br />. .
<br />-
<br />_ �=
<br />:
<br />---!
<br />f
<br />11/4'
<br />�
<br />--..-, - .
<br />11
<br />UDA
<br />I
<br />�
<br />:
<br />I 0
<br />�l
<br />7
<br />.
<br />1 4 -
<br />;
<br />I.,
<br />I ,
<br />I
<br />I
<br />�
<br />I.T.
<br />: - __ .
<br />"
<br />, .=. -
<br />.
<br />i
<br />. a
<br />;;
<br />-
<br />�
<br />, -1 - ILI
<br />, ,
<br />R,
<br />-1
<br />I � 0
<br />^
<br />1 - IN
<br />;
<br />,
<br />,
<br />� �
<br />- IF,
<br />1
<br />�
<br />I
<br />-
<br />� j
<br />E.ISTt% I
<br />-.4
<br />GLASS
<br />�
<br />:
<br />Ex :
<br />O"SlIltiL
<br />A55
<br />I �
<br />lj
<br />I
<br />;
<br />I
<br />I I
<br />9
<br />'---
<br />,
<br />i!
<br />;
<br />1
<br />�' I
<br />I
<br />./.. :
<br />,;l;,:41*rl
<br />IF
<br />, IF
<br />-
<br />! "
<br />I_
<br />;_
<br />5
<br />:
<br />.
<br />,
<br />w%-"=-
<br />W
<br />L
<br />__l
<br />� !_
<br />I
<br />'--
<br />!
<br />-
<br />(3)
<br />fl-.1 I
<br />_V... ....
<br />,;*IO*0 PME.MATI -LOS W/ A V32' WINO NUT WASHER0 a 1/4'0 C
<br />POURED :,IOCRM
<br />OR CO-C I-E BLOC.
<br />P1,011141
<br />WALL MOUNTING INSTALLATION
<br />SECTION 5
<br />9__R=lA&2A1i"
<br />SCALE ,/13",
<br />------F-
<br />.-.
<br />I/.-.
<br />sa ow Ill & 20 - .C.D'Is _IP( IF
<br />loom "PE
<br />%w`hO FOR WST `hHK_ 1.10 WOOD
<br />_________
<br />- ANDIFIDA sNowe (.4
<br />-TAPORM, ..L��.
<br />FRAME stetow
<br />YNMW ANCHOR "'I 11 - "'Ou"
<br />EDGE DISTANCE ARE NVIC.7" TO.
<br />-,
<br />.pset- CAPPAP 00
<br />SCNIDLU FOR ED ,M THAN PINCATO 0.
<br />9:.CxAJl 0 ANCHOR SPACING "
<br />"NA4 !. . w
<br />-
<br />XMA LL On
<br />IIIo1M
<br />PFULTIP, S`AC`HC SNOAH O. 1c.rDUA
<br />BY THIF FOLUMAIIII. IAM*M " IHIS
<br />OPEPA"hoh To x _�_ R10.10
<br /> , '/I- - .
<br />.
<br />SP "AC OWTAFRID uILIOC F.10h T_ NOT
<br />I ,/I-
<br />. -
<br />I �.,.015 r_ MAR.. SPFC-C PINC. 4
<br />EK4 AWHOR YYTFF OH THIS �ujlt
<br />-
<br />, I.
<br />.. 'Ro
<br />I
<br />I I I/-,-
<br />I I
<br />ELAAArE PLOS W/
<br />I .. f;;_, '*.J/l2' **IG NUT WASHER
<br />(BEYOND)
<br />IFOUPED CONCRETE
<br />OR C*Wjtrrr BLOC%
<br />prwREC
<br />WALL MQUHIING INS ALLATION
<br />SECTION 5
<br />9 _llf,L_wErL . PANEL
<br />•,cA.T !/S-.,
<br />No. 44167
<br />* . I * !
<br />. - -
<br />ATE 9f�o. f
<br />,I= MTDOO. -
<br />ORIV � , _� - I
<br />- -, V
<br />.- -- ,
<br />__
<br />, I
<br />" IILIECO..c
<br />NXL*'.'�
<br />L__
<br />1 T
<br />-I- -L.: ,I`� I= - -
<br />'"' I
<br />74117w
<br />No'lloot',
<br />_.wi_;;_ ,K/.n
<br />,��
<br />I,. 11.
<br />_..
<br />PAI . 11n . 11
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />Lr A 2D�GE GALVANIZED STEEL STORM PANEL DAPAP, MY
<br />a/tteits
<br />GLOBAL PROTECTION PRODUCTS, I.I.C. w/an,
<br />� NIOR � I. FIwv
<br />. PHw (W)AMI 1. (_MAe_MI 20-176
<br />i ft.___R� e - "`P" -I
<br />I j . shon'. . as ,
<br />Imm
<br />I E-Z 'AMC STORM PAWL SHOWN ON TWS PRODUCT EVALUATION DOCUMENT (PE.D.) HAS KEN VERIFIED FOR COMPLIANCE IN 81) MINIMUM EMBEDMENT OF IAPCON ANCHORS MO PANEUMATE FEMALE rO & PANFLUATE PLUS INTO CONCRETE
<br />ACCORDANCE *ml THE 2020 (7th LWOON) OF THE FLORIDA BUILDING CODE BLOCK SHALL BE ! I/&-
<br />DESIGN "NO UOIODS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, 82) MINIMUM EMBEDMENT OF 1/4-0 X ?/S- CALK-N ANCHORS SMALL BE IS 7/0' INTO CONCRETE
<br />FOR A W40 SPEED AS RfQUIREO BY THE JURISDICTION "ERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHAD -BE PERMITTE'D
<br />FOR A MEMONAUE, FACTOR KRI-0.85 USING _SCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A-S.D.) 1/4' 0-20 ,56 IDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 75 A, 26 ENGAGE !I/4' INTO ANCHORS.
<br />On
<br />IN OFFICER M VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15
<br />SMALL Of FIRST PIDUCED TO A.SD IN DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER TO 0.31 IN CASE THAT PRECAST STONE. OR PRECAST CONCRE7T PANELS BE FOUND ON THE EXISTING WALL.
<br />TO COMPARE THESE W1 MAX. (AS 0) DESIGN PRESSURE RATINGS RODICATED ON SHEETS 25 & 26 ANCHORS SMALL BE LONG ENOUGH To REACH THE MAIN SFRUr,Tj,RE SE41ND SUCH PANELS MCODWA
<br />SHALL Of AS MENTIONED IN (CA) AND IN 0,2).
<br />;N ORDER TO VERITY THAT COMPONENTS AND AW14ORS ON FrOS, P.E.O. AS TESTED WERE NOT OVER STRESSED, A 3311 INCREASE
<br />ALLOWABLE STRESS FOR "NO LOAM WAS HM USED IN THEIR ANALY" FASTENERS SPACING TO WOOD HAS BEEN
<br />GETIERIAINED IN ACCORDANCE WITH N 0 S 20 1 5 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMUNDA'K,'NS MO SPECIFICA10145 OF THE. ANCHORS
<br />WANUFACTURER
<br />STORM PANEL'S ADEOUACY FOR FlAPAJ-,T AND FATICUE RLWANCf fMLS Offitt VERIFIED D% ACCORDANCE WITH SECTION 1526 OF
<br />THE ABOVE MENTIONED CODE AS PER FENESIRAT,ON 7(STtNC LABORATORY. INC. REPORT III 2032. AS PROTOCOLS TAS-201, 11 It SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE S.A."TER
<br />TAS-ZO2 AND TAS-205 IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY RE ATTACHED TO CONCRETE, BLOCK
<br />2 THIS SYSTEM HU AS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPENING Ar,CESSLNG 'HE OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/o W, USE OF A LADDER 09 UF7 THIS APPLICATION IS VIMIO *t4FN NSTALIAtEk IS INTENDED 10 FEE PERFORMED 12 T'll 116TALLAIPON 00FORACTOR IS TO SFM-/CAUIK ALL SHUTTER COMPONENT EOGIS WHICH REAWN IN CONTINUOUS
<br />FROM THIE 'ASIDE OF STRUCTURE. CONTACT WITH TOE WILDING 10 PREVENT NINO/RAA INTRUSION CAIIIK AND SEAL SHUTTER MUCKS AI AROUND FULL
<br />LrNcroi
<br />1 SERIES 1000 INSTALLATION r. APPLICABLE TO SINGLE AND DOUBLE HUNG SlYLf. WINDOWS WHEN INSTALLATION IS REOUIRED 10 SL �
<br />PERFORMED FROM THE INSIDE Or STRUCTURE. 13 STORM PANEL INStALIAIDON 94ALI COMPLY WITH SPECS ROWED IN THIS DRAWING FLUB ANY BUILDING AND 1001`+i-
<br />4, SERIES 2000 INSTAIWIDIN IS APPLICABLE io SINGLE AND DOUBLE HUNG MO HOREECINIA: SEDERS STYLE WINNIFS WHEN RLGUkA`)DNS PROVIDED BY THE JURISDICTION WERE PERMIT IS APPLEI-D To I
<br />INSTALLATION IS REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 16 ATRIUM WINDOWS AND DOORS, INC. IE - Z HANG STORM PMEL SYSTEM' IS FAMENT PENDING
<br />5. ALL ALUMINUM EMUS)ONS TO BE 4063-T6 NIM AND TEMPER (UNLESS OTHERWISE NOTED) 11, (a) TINTS PRODUCT CVALJAI*k DOCUMENT (P ED.) PREPARED BY THIS ENGINEER IS GENERIC AND OM NOT PFECATDt
<br />INFORMATION FOR A SITE SPECIFIC PlROJ[CT, 10 WHERE 14E SITE CONDITIONS DEVIATE FROM THE P.E_G
<br />C ALL ALUMINUM SHEET METAL USED AT CLOWRES SHALL HAVE 3105-0,14 ALLOY �
<br />(t,j TO ,
<br />'
<br />7. ALL STEEL SHEET METAL PANEa "Ll, HAVE STRUCTURAL QUALITY STEEL, ASIAA A 513 ORAOF SO M..., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PL,D PROVIDED HE/SHE DOES NOT DEVIATE FROM . At 01,
<br />DESIGNATION W/Fy- S8.S hat (AFTER ROLLED) N:S DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S ITILSPONrSIMIUrry .
<br />8 ALL SCREWS TO RE STAINLESS STEEL 3D4 OR 316 AS SERIES ON CG"DS*k RESISTANT COATED CARBON STEEL AS PER DIN (C) THIS PRODUCT EVALUATION DOCUMENT III BE CONSIDERED INVALID IF WCOFFIEC, I
<br />SOOTS W/ 50 ks, TFID STRENGTHAN 90ki; I'll STRENGTH k SHAALL COMPLY ve RORIDA 11UH-00#15 CODE ON 2411.3,34
<br />(d) SITE SPECIFIC PROJECTS SMALL RE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHLYIECT WHICH WILL
<br />9, BOLTS TO BE ASIM A-307 GALVANIZED STEEL. OR AIS 304 SERIES STAINLESS STEEL WITH 56 k9I MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (E,O.R ) FOR THE PROACIT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
<br />USE or THE P.E.O. ENGINEER Of RECORD. ACTING AS A DELEGATED ENGINEER TO THE P E D. ENGINEER, SHALL
<br />I., ANCHORS 10 WALL SMALL BE AS FOLLOWS SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR AEVqEw
<br />(A) T0JJIMNlI_F2L8LQ_QQKWL
<br />(p) THIS P E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL MO SIGNATURE Or THE PROrISSIONA, ENGINEER Or
<br />- 1/4:0,tAPCON.AWHORS AS MANUFACTURED BY IT W BUILDEX, INC (MIN, F`311112 p s, ) RECORD THAT PREPARED .IT
<br />- 1,,,4 X 718 CALK -IN ANCHORS. AS MANUFACTURED BY DEWAO INC (MIN I'C.3NC pJLQ
<br />- 0 4_10 PAND-MATE FE:4 ID & PANELMATt PLUS ANCHORS. AS MANUFACTURED BY tLCO CONSTRUCTION PROOUWTS It STORM PANEL VANUt ACIUREP'S LABEI SMALL BE LOCATED ON A READILY 154BLE LOCATION AT STORM PANTL IN
<br />(1,..3330 I) ACCOADANCE WITH SECTION 1709.9.3,OF FLORIDA SGILOOMC CODE ONE LABEL S4,AU_ BE PLACED F-)R FVrRv CPrlG
<br />P. LABELING TO COMPLY WITH SECTION 7099.2 OF THE FLORIDA BUILDING CODE I
<br />41) MWM(PM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SKILi. BE 1 3/4' AND 2' FOR PANILMAYE
<br />FEMALE ID III, PANrLMATE PLUS ;
<br />A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/8- CALK IN ANCHORS SMALL BE IS 7/6- INTO CONCRETE NO EVBfrDMEWT INTO I
<br />ANY FINISH MATERIAL SHALL BE PERMIFFM I
<br />,/,. #-20 SS SIDEWALK BOLTS USED SWL BE LONG EAKFUGH(SHOULD ANY FINISH MATERLA. ExIln TO ENGAGE 3/4' 1
<br />IN10 ANCHORS. ,00 ...... � .... 4"" !
<br />01
<br />�!zl;;"-,
<br />...
<br />A. Z') IN CASE THAT PRECAST STONE. PRECAS7 CONCRETE PANELS, OF? PAVERS BE FOUND ON '4E EX1571ING WALL OR hz`� - - - - I - i
<br />FLOOR. ANCIFORS SMALL BE ENOUGH TO REACH THE MAIN 4�.-'
<br />LONG STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL jr %CEIVS�'-.��',,,
<br />*.
<br />BE AS MfWTNLrl IN At) AND IM A.2). z , :
<br />' S
<br />I
<br />- No. 44167
<br />: I
<br />(0) TO EXISING C0KW_LjEh.Q_:_ft&L %
<br />z IF: * : * I
<br />= . .
<br />- I ^___ __ *
<br />- 1/4- IF TAPCON ANCHORS AS MANUTACIURLD BY I tW OOTIDFX. INC .. - 1� i$ FLORIDA BUILDING CODE (HIgh Velocity Hurricane Zone):
<br />% - . - '.
<br />L �p
<br />.. K� f - "IL". - -
<br />- 1/4• & X 1/8' CALK-w A-Mcfectits, As wMNvrACTuRrD BY otwALT INC (#' I Wo 9 % ) 1,0 . Al .. , 20 GAGE GALVANIZED STEEL STORM PANEL
<br />%OA�,'--. '114
<br />5N
<br />ONAKPIP, II14-10 PANELMATE (IMALf 10 MO PANELMATC PLUS ANCHORS, AS MARLIFACIvRED BY LCU CONSTRUCTION -
<br />I --- :7- . ----.-- -_ - - _ --- --.-..- .. - -
<br />-
<br />! ) ; � - ..•# I
<br />- PRODUCTS (t'207 .
<br />p. U
<br />- -I M", GLOBAL PROTECTION PRODUCTS, LLC. ""'.'M
<br />� p "ORDS. 51,0eff" - -_
<br />ell�' � I . I" /
<br />., , M"
<br />e t� __ ("'Ift-, 1. (..KMM..`,l 20-176
<br />_4VT�
<br />WAAWFAI HA
<br />- __ ... suil""'UnEADAry
<br />------,- - - . ��=7�_ snar, " OF "
<br />_7�__
<br />- I
<br />.
<br />INSTALLATION IL5-JF-Q SERIES -2000 AND 1000 E-Z HANCLSTORM
<br />PANEL I 1.) INTO PQVRED--QQHQRETE OR CONCRETE BLOCK
<br />__
<br />_Amt - Ar_ -.---- � ; - 1� - r--cs).7,
<br />(_ .- --- _Arl - (..--, .- ___ wum" �
<br />wr zs� ', I I-4D - I. - _ �l -0- 1.• � - OP - lwt 11,
<br />\ , ♦. 1. -:!!7 , � w ---.\ � .... _izl'iLl`R"F.,
<br />" �_ �� �
<br />- L. ,Mwd
<br />Mal I, � __ - - __O
<br />I _- .- V., d I . 5 _p. . . -1 C." I -el
<br />, ,
<br />"I .n -
<br />11 I I v - I r,"��f - - I
<br />DOMORM! I , ; I - 11
<br />I" I i 1 -04-
<br />1\
<br />, MIFERA, 1.
<br />.�I, Man -1 I I I
<br />T" I w _"6',-9 1 IT
<br />l.... � -
<br />, I ,
<br />1
<br />T7
<br />: ; : :: _iv I -L'.,. !
<br />"-
<br />i : : -I ,*, i I � I
<br />. 0 :
<br />I _0 i i F�- r, I .,,.-.� I I I
<br />i
<br />I I . - , VIA; w IF "I .1 I ;,_ ,
<br />I
<br />_. = Ito -
<br />1 1 0�__ 1� I I �
<br />�
<br />I i I Ill
<br />I ! : A
<br />I 11
<br />� ! A I : § I I I I
<br />; Bar sc,tahtut : A A I :
<br />-1.111, $HIM ph I I N - lie 9 I -A= -- I
<br />10. - . I, I ,
<br />� 1-14-1 I I �_ . ,"
<br />AF`TA_ 1/.*-_3.v4l
<br />I ��- - I m.p.
<br />- I w ? �A -
<br />. a," 10 CLAU PW all I lk I . .. I CA. 0MOBAP
<br />. ILIKIOM-
<br />I ff, 5 : ' M` : v
<br />I
<br />um.
<br />I . I a I
<br />"'" ""B"'
<br />� EVION ORUFLAP - : I
<br />� 4
<br />� I --- - - I I
<br />i I I 11-r ! 4 1 i I i . 4
<br />! TRIO -11 -_ -_
<br />41 1
<br />. I I
<br />- -
<br />1 I D : I 11 1
<br />1 .
<br />1- p � 4 I i -_ -,I, - - -_ I ,- - _Lv� 1;
<br />!! I I
<br />. � - I I/.`e_ 4: me ; i I I I
<br />T__"" , ...
<br />; I I f : I 111 0 � I I i� 0 �, !
<br />I : I 11 . , e I 1:;I .. I I . I T_ I , s . e
<br />I I i I I , - It I
<br />, IF I, �!�
<br />I It 1 1 W,Ill I � :. , : I
<br />__ � #I I . ,�6) . . I � " . I
<br />_n, .J : I � d 1, -
<br />. 1 I I i
<br />; 7
<br />/
<br />- I, 11
<br />I 1
<br />2 - - - DIFI. ......
<br />. ..
<br />== I I -I
<br />I
<br />,
<br />, 1;�//� �/� w4l,�,*'�,mll-4 1 , Ph
<br />--I 1, .11, -
<br />1 - , I , I - I - "ftp=l.- I
<br />.4v I .".- AM, V� . , I .. .�
<br />I
<br />,/,/% 11 I 1 19'1�11.4.='.- PAPSAM". I
<br />i I I ,- RH 'm , 1� i V . V,H"", Ni `A3 1 1 11 .P.,/--PF*II/.- cc Pb, . r�_ I HAAAwc- I- , ,rty.. ,/...--V,
<br />I 1� ., r\i -11 -IV I Oft"Al
<br />"Fuelece", lwl - � I 1, HART - I A
<br />: I 11
<br />I i =4 .__� I ""'n"" `_ �
<br />DIM..)
<br />=.__-9 At/ - -1 I - 04 �
<br />IIH-FIF, ,i) j t RIX M,, a .., 0. "C' ") - HAT
<br />- _ID_ -I- IF IF. -
<br />OFF
<br />WALL ANn DIRECT MQUNTfNQ INST, . 041m \-@
<br />WALL INST, SECTION 2' 01. I
<br />_MQAjhjLNfi
<br />3jCjjQtL It . 0 SC&I 3/8-,- FLOOR TO CEILING MOUNTING INST, BUILD -OUT MOUNTING INST. I
<br />_L )
<br />SCALt I/a. 1, /. SECTION 3' SECTION 4'
<br />�O NOM-L st-I 3/a s�[ •,/lf- I
<br />- WS1104 - = I� PecuFAIMIDI's la, I
<br />I I 11 FOA AR ,,107-1 .......
<br />, D,_=`L`
<br />, az-.�,
<br />4 ; " QF FIND - k a (b . 111111�!� .... N.Z>,,,
<br />/Vie~'' EN - I
<br />- , - r%I AFPFIAL,A� - . �- Is.0C,?i--,��%
<br />.
<br />a ils"'14 z " �
<br />-
<br />mmift4mu-�E-%%MM z 7 No. 44167
<br />- z *. %
<br />- - lv� & 901TO", MI - � . . = FLORIDA BUILDING CODE (High Velocity Hur,ric.n. Zone)
<br />I
<br />10, I
<br />COMBINED, H - - x 1.111, -,
<br />RIETALtATIO, z .lITLFR I-, - rp
<br />20 WA GALVANIZED STEEL SIORW PANEL DAWAP 0
<br />A\ I! ______ - - I-
<br />!L '.... OF ... ,�� s
<br />LL__J LL.
<br />DETAIL I e__ I ___________. ---
<br />I FL. - \ GLOBAL PROTECTION PRODUCTS, LLC. ""A"'O"
<br />' I ..... . 's /
<br />SCALE ,/2- - r VIEW � / 11LIECO, I
<br />. Vh 'ffii _W CR&; WEM0 COMPIAN' DAW` .1 31.
<br />" , I III 4 - -175
<br />I I = -M PHpFL lMP)`Me_?!`A". I (tDO)"It-W9, 20
<br />I_ C�.', .F!!'m ,,.(-,. _'.1", _f
<br />. --.--- � - - IEF- �- OFFAFFIR HA
<br />I t 9&.,/"FTuACIDATL -000671, - A "J" .. , ;C 'Rell" IF OF it]
<br />- 11- L. IF 0, N . -T-- M
<br />__ - -
<br />I
<br />(D
<br />(D
<br />r-
<br />U)
<br />-M
<br />a)
<br />s
<br />0
<br />IL
<br />(D
<br />(D
<br />C
<br />0-
<br />CL
<br />=
<br />0
<br />70
<br />0
<br />L.-
<br />=
<br />. -
<br />CM
<br />M
<br />0 -I.-
<br />70
<br />a) .+-
<br />0-
<br />(/)
<br />.
<br />a)
<br />-t-
<br />=_
<br />=
<br />0
<br />Cz
<br />0
<br />-cu
<br />7C3
<br />--
<br />U)
<br />_r)
<br />=
<br />0
<br />It
<br />Q
<br />-2
<br />cz
<br />2
<br />(1)
<br />M
<br />0
<br />-+-
<br />CIO
<br />Li-
<br />4 -
<br />0
<br />-
<br />M
<br />>
<br />U)
<br />-4.-
<br />-
<br />C)
<br />.-
<br />Cz-
<br />�--
<br />U)
<br />M
<br />-0
<br />0
<br />.0
<br />- E-�
<br />M
<br />-I.-
<br />U)
<br />0 -
<br />-
<br /><
<br />L_2 '------ j =
<br />4= 2
<br />"
<br />'CO
<br />c
<br />I ( , 0" n ()/ L
<br />U)
<br />0
<br />L.
<br />(3)
<br />a)
<br />(3)
<br />I=
<br />-+--a
<br />+--a
<br />w
<br />M
<br />M
<br />>
<br />0
<br />L_
<br />U)
<br />0-
<br />0-
<br /><
<br />(1)
<br />-+--a
<br />C-)
<br />=
<br />=3
<br />-0
<br />(10
<br />0
<br />"
<br />0-
<br />L)
<br />a)
<br />0
<br />L.
<br />(f)
<br />Cz
<br />L.
<br />co
<br />:3
<br />w
<br /><
<br />z
<br /><
<br />I
<br />a_
<br />I
<br />SHEET NO.
<br />S H 1.2
<br />
|