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<br />I
<br />MAXIMUM ALS.G. I M PAN
<br />OCSING P �.
<br />MGMAUM SEPARATION
<br />�
<br />I PANEL
<br />I - I.
<br />RATING -
<br />PIT i
<br />RPST I_.
<br />TO GLASS
<br />CGINGENEN
<br />SECTIONS
<br />- - --- �
<br />.68. D� -7" I 70' OR LESS
<br />2 9/1 ITT
<br />-
<br />,a,- ,
<br />1
<br />___ - - -
<br />-
<br />11,211, ", I
<br />& 3*w
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<br />UaD) Wjr�a%oj%3
<br />Jan (4 I
<br />M �F&S. LAS. & WWONUT AT OVERLAP A, 4OX OP PANC LENGTH
<br />PANEL.
<br />M IMUM A,S.D. DESIGN PRESSM RATING JR.&J.) AND CORRESPONDING MAXIMUM ANCHO I
<br />SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUM A
<br />�
<br />i`y&WLghL)LFQR PAWL N�T�A-IDNS_&IM-ILOM__tL_rdBV.-K__IdFZ_ZlT,,
<br />MAXIMUM
<br />� 0. DESIGN
<br />MQUIALM ANCHORS SPACING FOR E. 0, - 3 1/2' - 1 APFUCAGUE TO
<br />SECTIONAS &
<br />PRESSURE
<br />MAXIMUM INGEL
<br />I
<br />TAPCO4S QN-K-In
<br />I
<br />PAINELPME FEMN.!E to
<br />PANEEMATE PLUS j
<br />ANY COMEII
<br />RATING
<br />cp.�'.)
<br />i L04TH -L D,)
<br />I
<br />TO CONCRETE
<br />BUZZ 1_10
<br />� r--
<br />-
<br />T� CONCRETE
<br />TO CONCRETE
<br />m
<br />2 ,
<br />TO CONCRETE -1 -1-
<br />Q,
<br />I
<br />!I
<br />NIA 1 12"
<br />N/A
<br />12"
<br />N/A
<br />12,
<br />N/A I - & 2' (TOP)
<br />-
<br />1
<br />I ""'
<br />if'
<br />,.* I 10,
<br />I
<br />3.
<br />5'
<br />4-
<br />__
<br />5.
<br />i 4.
<br />I S,R 20M
<br />A .
<br />12,
<br />,� �� 12-
<br />,.
<br />8*
<br />6'
<br />1.
<br />I - (OMOM)
<br />S, I. SERIES 1000 +�
<br />.S&G. -75.3
<br />_.____.
<br />-t�`A__�-!�/---�
<br />__,".. I , ,
<br />A ; N/A
<br />__
<br />NIA
<br />_ __
<br />I
<br />I MIA
<br />- __
<br />N/A
<br />----'-
<br />,-
<br />12 I/Z-
<br />11' 1 2. (SOFT -
<br />_____t_
<br />70' OR LESS
<br />7-
<br />-
<br />1 N/A 1 P 1/2'
<br />--I
<br />IIIIA 1
<br />4 1/2-
<br />NIA
<br />---
<br />I A 1/2"
<br />N/A 1 3. (TOP)
<br />1
<br />12"
<br />1 N/A 12'
<br />N/A �
<br />�_�I�i
<br />�1�
<br />3� BOTTOM)
<br />N/A I (
<br />�:::::��::::��
<br />-
<br />-
<br />-
<br />___t�
<br />� __ -
<br />N/A 1
<br />12'
<br />NIA 1
<br />12'
<br />NIA 1 41 (TOP)
<br />11
<br />1
<br />12- 1
<br />V_ 1 12-
<br />5 1/2- 1
<br />12-
<br />11' .,L__L2-___L
<br />_
<br />'I- 1 4' (BOTTOM) .1
<br />_
<br />i
<br />* LIMITED TO 56o p.s.f. A.SA DESIGN PRESSURE RATING
<br />& M SHEET 26 FOR ANCHORS TYPE J, SPACING FEW INS74ULIVIONS MO WOW
<br />FFAW
<br />ERGLO114
<br />MINIMUM ANCHOR SPACINGS AND MINUUM EDGE DISTANCE PAT INOICATED ON THIS
<br />SCHEDULE, FOR ED LESS PAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING
<br />By MULTIPLYING SPACIM; SHOWN SCHEDULE BY THE POLLOW49 FACTORS FOR
<br />THIS OPOWIGN TO BE POSSIBLE, REDUCED SPACING OBTAINED US04 FAC SHALL
<br />NOT BE LESS THAN AVIAMUM $1NIGOIC INDICATE0 FOR EACH ANCHOR TYPE AT
<br />ANCHORS LEGEND
<br />.
<br />-
<br />J-
<br />,
<br />ANCHOR m
<br />- _,_M4�
<br />- v/4-!
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<br />-, -
<br />1_11111�
<br />,
<br />I
<br />+ REQUIRES -1 DISTANCE BETWEEN BOTTOM OF PANEL I
<br />AND (D TO BE 1/2' 1/2
<br />ku-J, M..
<br />rv, 1-0,
<br />++ REQUORS FALA. OSANCE BETWEEN BOTTOM OF PANE, I I
<br />AND ID 10 K, Apr 3/16.
<br />1
<br />kt_r Md.,
<br />BUILDING CODE
<br />EGULAF. LIFE
<br />SAFETY & E-Z HANG STQRM
<br />PANEL SYMMS
<br />(SCALE 1/2-I-)
<br />- - - - -
<br />- -,--- _ . I 1. 15.125- (TOTAL WIDTH) � _____ , __ -
<br />- � __ - - .. - -
<br />- - 2.187*- -
<br />-- - - - -
<br />I �
<br />�
<br />1- - 1.350, -
<br />50G,01,��. , , 1
<br />- - -- -12,500- (EFFECTIVE WIDTH)-- � � --,--- - - - - -..----
<br />"L - - - _ a Tj4, (TYP.) --- - -
<br />- 1,3�0, -,
<br />I
<br />- I I -_ T_. 1wr
<br />�
<br />- I.=* - I ) , 1.250'
<br />I I 1 �1.500-
<br />t - - 193, I
<br />�
<br />:
<br />:
<br />T 100'
<br />1
<br />3m, - 115*,*10=116
<br />,w4t� _ I
<br />Aw__ � I'll. - � ;14 vlt "'
<br />.125' _ I :I% I Ole,
<br />1 i � ?to- I , %A, RE ftwesm)
<br />,
<br />.1 . " I , ,
<br />�250 1 � �� � 1A
<br />11
<br />0,024' MAN. THICK
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<br />,_ � . , _ 1, �� 1__
<br />- � 4 , " 3IS75,
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<br />r - _7 -1je, I - 11 ,el
<br />, -- -
<br />I I H, L. iE nel,tr
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<br />t HEMMED
<br />.
<br />7
<br />GALVANIZEU WE L
<br />,tI �', "
<br />1
<br />,
<br />1. 164,
<br />,
<br />�E, "'I .
<br />.
<br />I EDGE
<br />\-/-
<br />ASTM, AM
<br />I I .08"
<br />TYP L 7 - I
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<br />, I ,Is. A,
<br />Ax I
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<br />DETAIL A
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<br />- -
<br />. 2. i 26'
<br />ZZF _'
<br />- __ �
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<br />_F L-,.,,,,. I ,livi
<br />I 1 --- --
<br />I
<br />I
<br />48'
<br />-
<br />r " ----- -----
<br />1 '350._�j IORM PANEL _ 1-3w -
<br />-- - --- -- -] -
<br />�1 A-' I - _'
<br />I -1
<br />I - .3 1 75'
<br />- -2.WO'- __ ,
<br />- ,- , ��. P)
<br />-
<br />Iw,.� m
<br />I
<br />I
<br />PANELS SHALL BE UISTA,UUED ALWIAS
<br />FROM LEFT TO RIGHT W/ 1/2' LED
<br />AT END AT LEFT SIDE Of PANEL
<br />- 2-M7. -1 - -
<br />(�) W HEADER
<br />(�) 7- IMK (�) ANGLE WITH 9UP
<br />i
<br />1
<br />" .
<br />�,, , .
<br />FANIALS END LIP -, ,� ,,- _.- I
<br />rrp, TOP EDGE 0,021" (W-)
<br />I -a FANE, GALVANIZED STEEL
<br />..270'
<br />I
<br />I
<br /> -
<br />W/ HEWED EDGE "'I- ,,-' -
<br />, . ,
<br />"I .
<br />".05
<br />'375,
<br />, "T
<br />I
<br />'AMOL . -
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<br />'33,
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<br />7-, , i
<br />.3715- ffllufff 0,250-0
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<br />- 2-59"------
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<br />1 15.:� ,
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<br />001 RIDDNEET) :ORNER 0 ENOS OF PAREL'S
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<br />I END LIP W/ HEMMED EDGE.
<br />2378' - - (N�T S)
<br />, ;I --- -
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<br />!
<br />3.750,
<br />072'
<br />�
<br />2-5001 � .091' �17-
<br />I OYP4 -0-+-
<br />(�) ,KE1 HOLE WHER
<br />105-HI54 ALUM, ALLOY
<br />�
<br />(�) KEY HOLE AT
<br />EDGE of PAWID. pini&j
<br />PANE - ISE-7-
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<br />I-- I-- ..
<br />.
<br />I
<br />- j 2"24 __ -
<br />750
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<br />I
<br />-413, - ,SBE SHEET 6 FOR A, - , IS I I-,
<br />LIMITATIONS IT SUOEYE UNGn
<br />i Its INTO,
<br />ONLY VAUD FOR INSITALLATED
<br />1
<br />i
<br />I
<br />1
<br />� -
<br />I 250' 1 37,,i . l�) SLJEEW 2 1/8*
<br />I
<br />- I ,- '125'
<br />(rTP.)
<br />,
<br />A, ,� -- WOCID STREICTVRES
<br />I -7.1--k -.1
<br />!- -.19:3-
<br />-, MAX, UNKH
<br />. I 1 2.000' -
<br />2. .. I
<br />I
<br />.
<br />, 7-
<br />�- _ 2,5.8-- - __ -
<br />-
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<br />F-I Ta . � a5o'o
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<br />125*
<br />i (INN.),
<br />L_ --- -
<br />1000'
<br />I 1
<br />L ,I ,5o.
<br />- 2w* I
<br />, - -
<br />.
<br />(�) RM *H' HEADER
<br />OS "U' 14EADER
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<br />cryp )
<br />- I
<br />- _ . - I* MIN. .0 5* M... ----- - __
<br />-
<br />(8 SLEEYE 1* MAX,
<br />- 2.000'- -
<br />H. I
<br />wq�i
<br />@ AWAL
<br />(B "ALIRAU
<br />9 mm-AAHM
<br />a47
<br />I
<br />: 6.
<br />7,_
<br />� - - 3.000, -�i ,--
<br />. 4-
<br />, 00.
<br />--- - i I- ,2
<br />� ��50- `- - I - - j 175 � 1082"
<br />I 17- __ ., I � I ----- - _ � min
<br />"
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<br />S�l
<br />"MMENIMAN,
<br />, "
<br />,,,,� P T14DS,
<br />,g��; -, 61''k (USE
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<br />.Sz:�X, -`*�
<br />-T- . �'.Efilj�'-!�%
<br />� .1 S
<br />- g�_` j .* .. . -
<br />No. 44167 *.
<br />0_1L4!_m1w
<br />ONLY FOR E-Z HANG STORM PANEL
<br />SYSTEM) 5063-76 AIUM� ALLOY
<br />1
<br />rLORt A BUILDING CODE (Non High Velocity Hurricane Zone�
<br />I.It 4"' 114 � ,'
<br />Ow! 'P � , So
<br />Z �
<br />I I X) �, I g, AIN 0 0 ,I--
<br />1.1 lq� 123- ,'. ,,� ;-MIN 0 C, A I
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<br />--- * :*3 - - F.P.
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<br />,
<br />- ' - 24 04GE GALVANIZED STEEL STORM PANEL
<br />- . WAN of,
<br />k, �
<br />, I 1. I
<br />I , , 10
<br />Mo) � ,_ 050,�-
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<br />- � --SEE SECTIONS -1
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<br />- 2,000- ___ i- , I S,
<br />_2()1�7
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<br />GLOBAL PROTECTION PRODUCTS, U. mT'-
<br />MI sm. S, AtTm
<br />(j� aWL2=QI1j_!C
<br />(R RUIL11-OUT NEW TRACK 9 & 031 WARIEREQ
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<br />VANGNUT
<br />AAA______
<br />- Fee 1 . XIM
<br />.-=6'771-
<br />=,
<br />1. O`AC P I (AIH)6w_.?`F` 2.-175
<br />"-I".. �
<br />, PHONE [A�"9-75ft INOU� __ _
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<br />_____ -----------------I
<br />INSTALLATION DETAILS FOR REGULAR P&N_")
<br />INIO POURED CQNCRETE OR CONCRETE R=K SIRUCTURES
<br />I
<br />I
<br />ALTERNATELCONCRETE
<br />_PRLHORS OCATION
<br />I
<br />CONCRETE ANCHORS _ (SEE SCHEDULE C04 EXISTING POURED COINCRETE
<br />(SEE SCHEDULE ON EtanNo POURED CONCRETE- SHEETS 9 THROUGH 10) OR OONCRTM BLOCK
<br />54EETS 9 THROUGH 10) DR CONCRETE BLOCK REQURCD. i
<br />REOUR.G. --�,* ALTERNATE LEG ,.;�f,-t,.:.
<br />I I
<br />--- f D, ; , OCATION CONCRETE ANCHORS �' '
<br />EXISTING P RED /-L
<br />"REDUIRED
<br />_ , * E�DULE ON ,�,-',,�,'�- -,
<br />CONCRETE � I I I
<br />1-,,--.' �� SMISZC�. .Afcp� I �2_)
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<br />� �� "I #1/4- -��,-�-T`�,�', '/.��,- L�z W, NUT
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<br />- - _ , - MAX - , CONCRETE ANCHORS -- - I 1* , 0 12 14?- 0,A, ,,�,.��, - - MAX -
<br />I � I
<br />: I (SEE SCHEDULE ON' � __ - ,,��,;, 1 In- I .
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<br />! SHEETS 9 T.ROUCH 103 t ,� Ae 11=2ell. " ��
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<br />I '_ 1z , I I I I LENGTH
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<br />4 11 1�1, i , I I 'G.M. 1 C, ; FOR 5SPH&I4
<br />11 I �4 T III SCHEDULE
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<br />t , " It .7 1%. i I TO GLASS, ON SHEETS
<br />- k�, , �
<br />- (Sa SCHEDULE : ,./, *
<br />9 1 [n
<br />1-11' � ea BAT AMID.
<br />1 Awk SEPARMOR TO CLASS , i;�� 9 & to w
<br />I sr�
<br />, UNCEP, .,_ . L , M., ISEE SCHEDULE ON - 1 1 in.-," I ON SHEET -1) I A, P, SPACER
<br />;vq
<br />- ,
<br />I-
<br />If I I � , - 140 I I k -1 A LOW " LIMA% 't" Mo., I A �_ I v k wnn_ �
<br />PANEL LENGTH I SHEET 31, f , AT ,A . I
<br />I
<br />I i I I C --- - I - -
<br />if I - -, I ; (SEE SCHEDULL .1� UNION, vmm ".4*) PAN L LENITH ,
<br />,A.. t : ON SHEET, 3) 1 1 1 � (SEE SCHEDULE i -11 - UVD` "")
<br />I - -� I
<br />,I EIZIIN
<br />I 1,
<br />I
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<br />1, i 1- m1l"i
<br />SEpAPATIGN ON SHEET 3) i
<br />,I � . " --- ---
<br />11 TO GLASS� I . I - ----- - _J�,
<br />I [ ( DI 1_ --i 1____11_1. , _
<br />I
<br />(SEE SCHEDULE --.-- __ ,
<br />r- __ - - - __�A, - - " I
<br />so� -1 J '� 'I OF _L I
<br />T ON SHEET 3) I
<br />I : I OF L. I - �'� .
<br />,a I if MAJF, 7777T,7777 � MAX, I I (P
<br />I .c�_ - � �;:"!. I- I i I :
<br />f " '� � 4_, 11 I i 777 SPACER : 50%
<br />: C4) 4 1 - ��: ,
<br />I
<br />I
<br />1 1 D _4 - - - L I ED �,�, -, - -
<br />" LENGTH OF 1'
<br />: 'f 04 , e_ I . 12 1/2- OLD. �-. ,,� 112 1 - _- �"- MAX
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<br />t _t= , - I e
<br />3 4 - . , . � i ,_-_� I (
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<br />CONCRETE ANCHORS, -,""'t * .c - �
<br />,It I !L__1_ ____ I I I'.,V. :�11_ CONCRETE ANCHORS , T_ !
<br />I
<br />` ' I 1 _4�4�� _L__9 I i I
<br />� �`- � � � ,, � � , � 41
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<br />(1) L+� MAXIMUM ALLOWABLE PANEL LC4WH FOR X GIVEN POSITIVE A"- CIES4N LAW
<br />L WAYL ALLOWABLE PANEL LIENGTH FOR A GWEN NEGATIVE AS.O. DESIGN LOAD.
<br />(2) PROCEDURE TO DETERMINE MAXIMUM PANEL LVALft
<br />MEN A POSITINIE ASO. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH �L�' FROM SCHEDULE
<br />GIVEN A NEGATIVE A,S.a DESL104 LOAD� DETERMINE U&JOULN PANEL LENGTH 'L-' FROM S L.E
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<br />�QW FOR MIN. PANEL LENGTH FOR POROSITY OUNUFUMON,
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<br />INTO WOOD SJRUJC�
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<br />NOTES, t� %\CE�
<br />40- ., _ ,-I�� N FLORIDA BUILDING CODE (Non High VoloCIty NUT can. Z.ne)l
<br />,_ � -
<br />AWN-OE-5LOM I INSTALLATION ARE ONLY VALID FOR MAX. A,S.O. s ` No, 44167 '� 1-� Oe TA-ra, All
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS - . I FIT
<br />=*: . = 24 GAGE GALVANIZED STEEL STORM PAWL
<br />* : - UnNe, all,
<br />TOP & 80-TOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 �JEXCEPT FOR = t I * E
<br />__ . - I = .1/27/2m
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') � -a' S IATE OP5 , � z��_:�_, GLOBAL PROTECTION PRODUCTS, LLC.
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<br />20-175
<br />ONVAll N:"
<br />MEMBERS TO BE SOLFFNERN PINE No 2. W/ SPECIFIC 1. � 0.) AN -NA, PPONC, E.,nRm'.F TAIL DAA,y4W_Awj MIAMI .
<br />f DENSITY OF 0�55 OR EQUAL 0 14 El I DAM CA-POLAY's -
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<br />i TO 10-�zlnsL.t=.-MHI-%T-Cfl�L�QRAVU-.U-�-g-li�-,".
<br />7 -STORM PANEL SHOWN ON THIS PRODUCT EVALVATION DOCUMENT (PJLD�) 14AS BEEN VERIFIED FOR COMPLONCE IN ACCORDANCE - 1/A't TAPCON ANCHORS, AS MANUFACTURED BY LTW �611EDEX, INC
<br />WlTHI THE 2020 (70, EDITION) Or THE FLORIDA BUILDING CODE, ,THIS 5;ORM PANEL SHALL NOT BE INSTAL11) AT HIGH - #14-10 PANELMAW- FVAALE ID AND FTANELMATS PLUS ANCHORS, AS 4ANUFAMR03 BY ELCO CONSIRVCYLON PRODUCIS
<br />VELOCITY HURRrANE ZONES DUMMI-DAM / BROWATID COUNTIES), - 1/4TO LAG SCREWS PER &U.5
<br />DESIGN' WIND LOADS SHALL RE DETERMINED AS PER $Ccltl 1609 OF THL ABOVE MENTIONED CODE FDA A BASIC WINO - 7/16". , 5/5* WOOD BUSHNC� AS 015LRIPUTED BY ALI POINT SCREW, BOLT & �_`PFCKFY C,O
<br />SPEED AS REQUIRED BY THE JVRSDICTION WHERE STORM PANEL WILL BE INSTALLED AND FOR A DRECIUVEALMY FACTOR
<br />KD-005, L154NG ASCE 16 AMD IHNI, NO c`ACcjcV THE MAXIMUM CASO.) DESIGN PRESSURE RATINGS RINICATED ON SHEETS C 1) MINOAVU THREADED !PENETRATION INTO WOOD OF 7APcoN ANCHORS SHALL Or I I/2" AND 2' FOR. FOGG PANELVI PLUS
<br />3. 9 PHRU 12 & 17. to AND PANELMALE FEMALE TO
<br />IN OR" TO VERIFY TqF ABOVE CaNDCOQN, ULTIMATE DES" WIND LOADS OCrETIMINED PER ASCE 7-16 SHEATL BE FIRST
<br />;?EDUCED To A_S�D. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0,6 IN ORDER TO COMPAK THESE *1 MAX (A-50) C1) MINIMUM THREADED PENTEIROGH OF LAC SCREW. INTO THE WOOD FR.AALF UNIT SHALL BE I 1/2- NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS t 9 THRU 12 & 17, I$ PENETRATION A ON
<br />IN ORDER TO VERIFY THAT ANCHORS ON IHIS P r D AS TESTED WERE NOT OVER STRIESSEC, A = INCREASE IN ALL OWARL-
<br />STRE-- FOR WIND LOADS WAS I= USED *4 '11-41DIR ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETE'RUlNED �N C 3) MINIMUM EDGE DISTA,NCE OF LAG SREWS, INTO WOOD SHALL BE AS INDICATED In III* GROWING
<br />1
<br />I ALIGIRCANIE WITH 11*11-5, 10111,
<br />STORM PANEL'S ADCQUAC* rGR IMPACT AM W340 RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE MTH SECTION i6m.1 2 OF CA) MINIMUM PENETRATION OF WOOD HUSHqNC SHAIL BE 5/6- 1/4- W-20 SCREW$ USED qKAa' OF � 1/2' tONG MINIMUM
<br />PTE A11OV1,111NIRCINEV CODE AS 0111 AMERICAN TEST LAS OF SOUTH FLORIDA REPORTS IGO'kUt-Ol AND 00219-02-09. AS SHOULD STUCCO EXIST, ANO 1� MINIMUM FOR WALLS WITH NO STUCCO
<br />2- 4, ' S' 10 A- ER
<br />99 ASTM C 3-10-G,, 7ANOWS, AND AME14CAN TESTING LAS SOUTH FLORIDA REPORT 1112301- 1 P
<br />I
<br />FASI-201 AND TAS-203 PROTOCOLS, AND AS PER MCOLAPONS PER"ORMED IN ACCORDANCE W1 SECITION 1604 OF NTE C75) IN CASE THAT PRECAST StONE, OP Pei CONCRETE PANELS, STUCCO ON WOOD 5W45 RE FOUND CA THE EX1511140
<br />IOWO4 BUILDING CODE WALL_ ANCHORS, SHALL BE LONG EFOUGli TO REACH THE MAIN STRUCTELAF BEHIND SUCH PANELS,
<br />I ANC-HORAGE SHALL BE AS MENTIONED IN C 1). C 2) & C.A)
<br />2 A,-,- ALLILItNum artniSiGms To a 5060-15 AEI.UY AM' TEMPER IUNLESS OTHEWS1, NO") SIM SRFET 2 TD) ANCHORS S14AU of. INSTALLED FOLLOWIN4 ALI OF THE RECOMMENDATIONS� AND SPEI;4FICATION5 OF THE ANCHORS MANUFACTURER
<br />3 ALL ALUMINUM SHEET METAL USED AT SOUSURFS SHAUL RAVE 3L05-H14 1410Y. 8 PANELS MAY AM K' INSTkaD TAORrONTALLY FOLLCW14G INSTALLATION DETAILS SHOWN ON SEMN I 711ROUGN 6 (SHECTS 4
<br />'
<br />4 ALI SIM SHETFI METAL PANELS SHALL HA& STRUCTURk QUALTY STELI. AS7U A-653 GRACE 60 MINIMUM, G-00 GALVANIZED HRQUOH 5) EXCEPT TINT ,ICACORS(D A(D SHALL NUT k USCO�
<br />SIEF1 DESIGNATION W/FY- 922 ", tAFTER RUILLED), 9 J SHALL BE THE RESPONSLEASTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE VEHICRE 5FAITIER IS TO ELE
<br />5 ALL 54�TPCW5 TO HE STAINLESS STFEL 304 OR STU5 AiV SERIES OR CORROSION RESISTANT CTOAJM CARSON SITEL AS PER VIN SATIACHED TO INSURC PROPER ANCHORAGE THIS SHUTTEA SHALL ONLY BE ATTACHED TO CONCRETE- BLOCK OR WITOO FRAME
<br />UILOA;Cs.
<br />50�6 W1 50 KAI YIELD STRENGTH AND 190 ", TENSIL-C STRENGTH AND SHALL, COMPLY W1 FLORIDA BUILDING CODE %CIION
<br />211 3 3.A 10 EACH REGULAR STORM PANEL WID! LXNIGTHS OVER 90Y. AS PER SECTIONS 1. 2. 4, 5. 6 ANCI ALTERNATIVES IW. 3W & *W LIN
<br />SHEETS 4. 5. 6 & 7 RESPECTI-VtLY; SHALL HAVE A LEGIBLE Mo READILY VISIBLE MARKING LNISTRU�.Bhl OWNER ON TENANC TO
<br />6 RCL�, TO BE ASTM A-V.7 GALVANIZED STE-1- OR MSI _104 9WRICS S-,AINLESS STEEL. WITH 36 kPi NENIM40 T`�P, STff_.tNGTH SECURE PANELS AID, APPLICABLE REINFIORCEMENT DURING PERIODS OF HURRICANE Al"PNING
<br />I ANCHORS 10 WALL SHALL BE AS FOLLOWS. I I THE INSTAIJADON CONTRACTOR SS TO SEM./CAMI, ALI SHUTTER COMPONENT EDGES �i,04 REMAIN IN CONTINJUVS CONTAPT WPII
<br />THE BUILDING TO PREVENT WIND/RAN kNERUSION
<br />(A) -19, _EX,TMC,_PQSJ=_=f0ET_
<br />- 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY ,Lk SULDEX. INr (Mi� r3192 PA.0 12 STORM PANEL INSTALLATION %HALL COMPLY WITH SPECS INDICATED IN ',HIS DRAWING P'.US ANY S�J'LOPTIG AND ZONING REGULATIONS,
<br />- 4 1 Ric PRWOED BY THIE JUNl WHERE PERMIT I$ APTIFUED TO
<br />:.'.,"/ 'SCALI-IN ANCHORS, 11 MANUIAIIIIIIED 11 DEW&
<br />_ �/
<br />/4 /A� ,OLID-SFT JUICIORS. AS DISTRIBUTED BY MI POINT 'TCREW, BOLT III SPECAL,
<br />IT CO
<br />-WOK
<br />'VALUATION DOCUMENT (r E.D.) PREPARED BY THIS ENGINEER IS GENPRI, ANO CDC$ W7 Pit IWORMATION
<br />I', �P FA-30C)o P.,l) �,S (�) VITS PRODUCT E C
<br />PROJECT, �E
<br />- 0, 10 -ANEL4ATE FEMALE IV AT PALLELMATE PLUS ANCHORS. AS VANUFACTUREV BY EUGO CONSTITUcTIC44 PRODUCTS. FOR A SITE SPECIFIC ,1 WHERE TITITE CONDITIONS DEVIATE FRION, ILLE P.tp
<br />- I/ 4 'O ZAMAC "LIN ANCHORS, AS MANE,11FAM-RED EN DEWALT INC D,) CONTRACTOR TO BE RESPONSIBLE FOP THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFM OF ETIS PRODUCT
<br />-D PROVIDED KIE/SwE DOESS N01 DEVIATE FROM THE CONDITIONS OETAKEI; ON 1Hr, DOCUMENT
<br />A 1) VIN44UU EMBEDMENT OF TAPCON ANCHORS ILTID FOUITED CONCRETE SHALL IN I 3/A-, V FOR ELCO, FANELMATL AND CBAOSN�SOTROUNCTITOHNISS,PAFEErY AT SITE S THE COAFTRACITOR'S 4ESPONSIBIL17Y
<br />k 3/4" FOR ZAMAC, NALAN ANOHORS
<br />(c) THIS PRODUCT EVALUATION 001:UMENT WILI, BE CQNSIPERCEI WAILTO ,r MED,THTO
<br />k2) CALK-104 & SOLIO-50 ANCHOn SHALL OF EUDEE001W 7/8' INTO THE POQW-D CONCRETE NO EMBEDMENT INTO
<br />STUCQ ? SHALL BE PERMITTED. 1/4- 2C SCREft USED SHnEj RE I t/2- EOm WININIUM SHOULD SMkco EXIST W SITE SPFC4Fr PRoUIC35 SHALL BE. PREPARED BY A FIORIDA ATECISTERED CNOINEFR OR ARChillill WNrM WILE. MrOME IHF
<br />AND I MINIMUM FOR WALLS WYTH NC STLICCO. AND MAY BE HEADED SCREWS 09, ALL THREADED SCREft W/O HEAD� ENGINEER OF RECORD (ECLR,) FOR THE PRWECI A14V WHO WILL BE RESPONSIBLE FOR THE
<br />X7 WITH `?l mum PROPER USE OF FHt PEG tENCIINEER Or RECORD, ACTING A,S A DELEGATED SiNVNEFIR TO TRE
<br />P F-D ENGINEER. $1TIALU SUBMIT 10 `Ius IATtr,R THE 34TE SPECIFIC DRAWINGS FOR q$,Vtw,
<br />A,3) IN CASE NAT PREGASt STONE. rRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS W. FOUND ON THE
<br />I
<br />ExISIHIC WALL OR FLOOR, ANCHORS SHTAI� i K LONG EHOUQ0 TO REACH THr, MAIN STRUCTURE WHINO SUC41 PANELS It � THIS PL.0 SHALL' STAR THE ELM AND ORIGINAL SE41. AND SIGNAIURE OF THE PLIMS5109k
<br />I ANCHORAGE �IHAL, OF AS MENTIONED ft A_I) AND IN A2), ENGINEER Of RECORD THAT PREPARED IT
<br />I
<br />(W �'9-UWNQ-CWAU-M-.,�lom,)r-LLI,&-�,-riD 11 SHUTT, ER MANOFAMPEA'S EASE'- SHALL. BE LOCATED ON A READILY VISIBLE LOCATION At STDRV
<br />- 1/4' 0 TAPCON ANCHOfS AS MANDEACtORED BY � I W BUILDCA, INC, PANa SHLMER IN ACCORDANCE WITH SECTION 1709 9.2 OF FLORIDA BUILDINr C.ODE ONE LABEL
<br />SHALL BE PLACED FOR EVERY OfFEWING I_NqC41,101, To COMPLY WIT)q SEITION f7olt 9,3 01 THE
<br />I
<br />- 1/4' 0 � 7/a' CALA-IN ANCHORS, AIF "NUFACTURI BY OEWALf. INC FLORIDA BUILDING CON
<br />I - I 1"I A 3 ,11' SOOD-111 AENCHORS, Ill 1457FABUTED BY ALI POINT SCREW, 8011 & SPECIALTY Co
<br />/
<br />_ `TILIQT.I0
<br />Ill 10 PANFLUATE FEMAL11 ID AND PANIOLMATTE PLUS ANCITDRS. AS MANUFACTURED BY ELCO CON-S N Pt%ilf"IIIIIIINVO'
<br />T
<br />- I /% 0 ZAMAC rJAILIN ANCHORS, AS mANUFACFUREo ITT OEWALT, FNQ ,p�k
<br />L�t?L, A
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<br />a 11 Mi iMUM EMBEDMENT OP TAKON ANCHORS, FLCO rANCI-MATIM A14D ZAMAC NIVILIN AN-C1,09. INTO TLIE - �61EIV`-`-.��,��S FLORIDA BUILDING CODE (Non High Vel.city Hu, cone Zone)t
<br />I BLOCK UNIT SHALL BE 1 1/4' -z- .. �� -
<br />I R Z ) CALK IN & SOLIO-SET ANCHOPS Sf-.AL_1 BE EMBEDDED 7/8' INTO THE CONCqET, BLOCK u. 4 .- L = .=. NL_ - 24 GAGE GALVANIZED STEEL STORM PANEL F,
<br />N,. 140 C& - ,TW44 67 " =_ — In,
<br />I STUCCO SHALL BE PERMITTED '/4- 0-20 SCREWS USED SHALL K 1 1/2' LONG WNIMUM SHOULE, - " - O EAS�T. * C_10��___��__ -1 ' \ - .,/�T/_
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<br />8 ,X) IN CASE THAT rRCGA�,T STORE, N PRECAST CONC CIE PANELS, STUCCO OP. WOOD 130ARM RE FLOW I ,� . CLOT & EnwWWR
<br />ORII 1, - .�
<br />I UCTUR5 , "' - 1. - - _,�,. - OWE, I - -, 20-i75
<br />A C RE REHIND A .-
<br />EXISTING WALL, ANCHORS SHALL, BE LONG ENOUGH -ACH T04E MAIN SIR Sl dvps - , I -I- I P" 11 , �. ""Imp D,A�L,
<br />.6, - U -m� ,,PL
<br />ANC�J, �", 0 - -_ DITA"m .
<br />'RACE SHALL BE AS ABITTLONED LN R"� AND IN E 2) ,� I �A -_ _`9
<br />"AN PHIL, ,%I%%, - _/%DNA1UPvLA'x M Z -a,.-,- � SHIA, I OF 10
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<br />INSTALLAT112N 12ETAILS FOR REGULAS EANEL a)
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<br />INTO POURED CONCREIE OR CONCRETE 8LQQK �TRUQTVRES
<br />POURED CON , E7E Ex STING POURED CONCRETE
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<br />EXISTING -4 I I f uNvAt olut r-C,
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<br />'L" M.A I TO GLASS I FIANCE LENGTH
<br />I ON SHEET 3� 11 I i 11 PANEL �
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<br />� I LENGTH I (SEE SCHOOL[
<br />CONCRETE ANCHORS t- , I ft t I I (FEE SCHEDULE -1 (SEE SCHEDULE
<br />r I I i �`L I ON f I i
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<br />( I- 0 ON SHEET 3)
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<br />. 1 50% i � I EXISTING I 1 1
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<br />; �.: ". I ,_� ARE USED &
<br />% " OR CONCRETE ELOCK
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<br />ALTERNATE CONCRETE F TETtl POURED CONCRETE DEETS ANCHORS PANIEUVATES A REOUIREC�
<br />�
<br />_ ,X CONE. ARE USED
<br />ANCHORS 0 R CONCRM BLOCK REQUIRED. STAGGERED A/ s,rub
<br />(SEE SCHEDULE ON (SEE SCHEDULE ON
<br />I -THROUGH
<br />ISHEM 9 to) SHEETS 9 THROUGH to)
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<br />Oi�lffi _11�� WALL MOU = -
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<br />.... - - FLORI BUILDING CODE (Non High Velocity Hur cone zomel
<br />-
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<br />' S_ 24 GAGE CALVANaED STEEL STORM PANEL
<br />11 I- - 9 -- 0.441 7 '. 1. FROM *LTE00, AIC
<br />= : . z D,l INT
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<br />I I = . *
<br />� I 1"/102-
<br />- A- - I �_____ �:�Tl� GLOBAL PROTECTION PRODUCTS, Lm To
<br />E,D� - EDGE DISTAINGUE = . � -2 -
<br />_�% STATE OP - - —Tc—
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNIINGS CAN BE ZT .. 91 . , � --- -9 t,�� � .m S... 51 ��
<br />- - N. .1.
<br />SHEETS g & 10) COMBINED IN ANY WAY TO SUIT ANY S, . ItORID ._1 TTUUT TESTING a IDWERNUIRING COMINUNY GAVE, FIL 3331.
<br />FAA A. -
<br />.1. .. -I- -175
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<br />INSTALLATION. , . - P.& _a -OW,)AN-1 - EWLIN-FouL Im, (�ym,m 20
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<br />Bew FTEQUIRCG� STRUCTURAL I
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<br />INSTALLATION. � " I
<br />WOOD ANCHORS
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<br />AMIRNAME MM
<br />3/8-1-
<br />BUILD-OUI MOUNTING
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<br />I ,C)P & BOTTOM MOUNTINGS CAN BE
<br />T DESIGN PRESSURE RATING (p.s.f) AND PANEL I-ENGTHS
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