|
MAXIMUM
<br />A.%D. DEMN
<br />PRESSURE RATING (g.jN1.)
<br />MD
<br />CORRESP019DING
<br />FOR SERIES
<br />MAXIMUM
<br />1000/2000 E-2
<br />PANEL LENGTH `YLN SC14EDULE
<br />HANG STORM PANEL M SYSTE
<br />X&JO
<br />L --QNI
<br />Y EON - 1- I
<br />11--A --E' __U1:11QNi. -f-11ft-A _Sbm_,Z!;,
<br />$ Z8 :
<br />MAXIMUM A.S D
<br />.rm.py, w.,
<br />! - I YEL
<br />I (�T= I MIN )MGM
<br />-
<br />1 --aw.
<br />.66.0-75-3
<br />1 70' OR LESS 1
<br />I I
<br />2 9/15- 1 BOLTED -
<br />I
<br />I "I "'� "' ' �W-
<br />I 2`W A, 3'W
<br />466.0. -73.3
<br />1 __ OR -
<br />, � , , 16
<br />2 7/8, I . .
<br />I
<br />-
<br />1 A. . —,Iw
<br />- 00 W/ I
<br />IAE47 le%Z 13 4 GIAM
<br />)RED FIROM U�S�S M.S A, Wifif
<br />PANEL
<br />AT OVIJ?LW & AOX OF PANEL LEN61H
<br />MAXIMUM A.%D. DESIGN PRESURE RATING (16s.f.) 6ND CORRESPONDINQ MAXIIIIUM ANCHOR I , D. - . . if
<br />SPACING SCHEDULE FOR NSINIADONS INTO CONCRETE & CONCRETE BLOCK STRUCTU A
<br />jy-wo--Qti�IQLE&I�,--it6"-N.,A�zx,-n�s- c_�_1HLE__,AL
<br />MAXIMUM MAIN" AWHORS SPACINO Fair E_ M - 3 1/2' -
<br />ALSO, DESIGN
<br />APPLIMILE TO
<br />. SECTIONS 0 &
<br />. Affv COMBNATION
<br />I
<br />MAIIINUM PANEL
<br />1010TH, 'I' I-)
<br />PRESSURE 1A..00S ! CAUX-R,
<br />I
<br />PANELMArE FEII&QUE 0 1 PANSIAlar
<br />I
<br />RATING
<br />_j�_L,_�
<br />P 1-11 ,
<br />TO OCINCREIT j,B coWFER, b_rdiZ_Wff
<br />Ma I a
<br />-- _ApCJt
<br />-, C',"m
<br />TO CONCRETE I T,
<br />... `� , ant's
<br />mm
<br />_L__ _ -
<br />12"
<br />NIA I w N/A
<br />i--
<br />�
<br />12*
<br />� . - -.--
<br />141A
<br />1 V A 2' ('OR)
<br />IT"
<br />—
<br />3' * 1 IQ" '.
<br />-
<br />5'
<br />__!���
<br />4. 1 5, A-
<br />1 I* (BOTTOM)
<br />IES �2000__,
<br />12' �
<br />'. 12' S'
<br />1 .-
<br />S--1--w_ _Z�S
<br />t_
<br />- N/A
<br />- - __L__j"F,;j-%-,-).1
<br />12 1/2.
<br />1
<br />N/A
<br />+68-0, -75.3 __
<br />N/A NUA
<br />_ I——
<br />MIA
<br />-
<br />N;A ,I.
<br />___ ___
<br />2, (BOTTOM)
<br />I —
<br />70' ON LESS
<br />7'
<br />N/A I 6 112' N/A
<br />4 112'
<br />N/A A i/2' N/A
<br />"'
<br />3' iTap)
<br />_-
<br />—
<br />- _�
<br />N/A I 12- N/A
<br />----I-,---
<br />I—
<br />9 1/2.
<br />- -
<br />- . - __+__�
<br />NIA 9 1/2- NIA
<br />— ---
<br />_ _
<br />, I.:12*
<br />, of;�
<br />12'
<br />-_
<br />N/A I
<br />1 12' 141A
<br />� I 12'
<br />MIA , 12' N/A
<br />i 4, (lop) i
<br />.
<br />I 1 12'
<br />1 .- 1 112* I 0 1/2-
<br />1 12- 1
<br />it- 1 Ar W
<br />1 A- (BOTTOM) 1
<br />—
<br />* LIMITED TO MIT P..J. AS D. DESIGN PRESSURE RATTRIC
<br />A SEE SHEET 25 F ANCHORS rmt & SWM MR POPAULATIONS INTO, WOOD
<br />FRAME BUADW
<br />JANDIUM ANCHOR SPACING$ AND UNINFUll EDGE DISTANCE AM INDICATED ON THIS
<br />SCHEDULE. FOR F 0 LESS VHAN 00CATED ON SCHMAZ REDUCE AN04OR SPACNC
<br />ITY WINCTIPLITING SPACING SHOWN ON SCWUNALL AT THE FOLLCMNG FACTORS FOR
<br />THIS OPERATION TO RE POSSIBLE REDUCED SPAGAr. WANED US1W FACTOR S�
<br />90T OF LESS THAN MINOAIJM SPACINIC INDICATED FOR EACH ANCHOR TYPE AT
<br />ANCHORS LEGEND
<br />YX:`�--
<br />'/4r.
<br />ANCHOR TIM
<br />L ----
<br />APOIN
<br />A��
<br />�
<br />__-!��-,
<br />� I'MaMATE
<br />PUS
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<br />A
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<br />;4
<br />_3 -
<br />_� -1/2 __
<br />_�_ -,/I
<br />__4 __ -
<br />AMK EA �MVMQ
<br />IIAMM
<br />�
<br />, 1/2'
<br />-
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<br />-
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<br />-
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<br />—
<br />-i.11 --
<br />f I
<br />i+ Reou"Res m- IISTAI BETWEEN BOTTOM OF PANEL 9,
<br />AND (2) TO BE 112' _A,/�
<br />-Im.,,
<br />Ffl--O
<br />++ RWU,Fms � OWANCE BETWEEN UOTTOM Of PANCL
<br />AND (D TO BE, ,3/je 3/16'
<br />V_ I It-
<br />FLORIDA BUILDING CODE (Hioh Velocity Hurricane
<br />GULAR, LIFE
<br />SAFETY & E-Z HANG �TQRM
<br />PANEL SYSTEMS
<br />I
<br />i
<br />1
<br />(SCALE 1/2-I-)
<br />- - � __ __ ___ __
<br />__ __ � -- 15. I 2V (TOTAL MOTH) -- - - - - ----- ----
<br />-- - - - - -�
<br />-- va?'- -
<br />I
<br />---,.- � ---------
<br />I
<br />!
<br />5'., _�_ - I.350, -
<br />, �, � . �
<br />11 fL I
<br />� 250,� I � C�
<br />- - __ � ... __ 12-500' (EFFECTK WIDTH)- - - - __ - - ___
<br />ul a 1/., ,P-) - ---- -
<br />- - -
<br />- 1,3�0,- -
<br />002", MIN. THICR
<br />� It— '/4*020-11
<br />L, I- I _i�� - 750" -, IL!L STUD ".
<br />- '. � .I 25* To AWLE w z+,
<br />1 . Hut! - OR 4 12 ,,I! .
<br />I L2SO t,""* I - I (� K FROVASSID)
<br />- 1�350* - I - 00' � f- "";fQ-
<br />� I : I �Saq' !
<br />. 4 , �1. � I— �, - � I "' - "_�
<br />I
<br />I I � 11 I
<br />F __1 ___ _ �
<br />,OW,4 II.-
<br />67t " + 1
<br />( .3"V51 �
<br />, ,
<br />III " � I - ' ' I S�
<br />1
<br />1
<br />1
<br />1 41EMIAM
<br />I EDGE
<br />?N=�
<br />O&VANIZ STEEL
<br />ASTM ASW
<br />,�)_j
<br />I � A � � 1 094,
<br />-
<br />Typ, 2 EXIO" i .084* - -
<br />� I
<br />"�', L rz-OF'., I
<br />i
<br />GRACE so wNwv
<br />2_0 Ew".
<br />� :z,1w
<br />__1 '
<br />E E I I
<br />I
<br />I .
<br />[
<br />" - 1. I
<br />1, , --- Try
<br />O$4* L_,.,QC_j i I
<br />- DETAIL A
<br />I"-
<br />(1) STDRM PANEL - -- ---- -----
<br />---- - -_A �
<br />- `A- f- - I
<br />�
<br />4 .�,:, -
<br />- . -1
<br />- _�,YP > (TYP )
<br />I
<br />.... - 1.350
<br />PANELS SHALL BE INSTALLED ALWAYS
<br />FROM LETT TO MGMT W/ 1/2- LEG
<br />PANEL
<br />L
<br />- 2.000 ___
<br />- - 2.M7* - - -
<br />(�) -H!-.HEADER (�)
<br />'F' TRACK (�) ANGLE MUM =2
<br />1
<br />AT END AT LEFT SIDE OF
<br />---"-, I " -
<br />'. �. -
<br />I� TOP EDGE
<br />OF P_
<br />0.074* (mt,,t.)
<br />I
<br />I
<br />PANI END Lip � � I �
<br />, 1�' ��. . -
<br />W/ HEWED FOOS > , , �, -,L�
<br />-
<br />-5 - - , - to.05"
<br />, ,�-av
<br />_:��"_ -- -
<br />I ,
<br />375* r - ..270* - PAM!
<br />'t,
<br />I I
<br />- - -
<br />GALVANIZED STEEL
<br />I � ,�
<br />I � .,
<br />� / / )
<br />'_
<br />" yl-
<br />I
<br />I
<br />I
<br />�1 __�
<br />, " -
<br />, '-' -
<br />/
<br />'133" - .270',
<br />-
<br />, I - - ,__T1DO1
<br />-
<br />I T ,� ,�-
<br />I
<br />, �7-z�� ,�,,;��
<br />,7 ,_
<br />:_�_
<br />,��O,._ �__:4�_�
<br />rl��
<br />� I
<br />I I
<br />� I
<br />1 0.62SL,�
<br />. -
<br />0. all'. 2�-IF
<br />115*
<br />, 1,11 P"f".
<br />- 1 -2S91' - -
<br />/1� -
<br />. HEMMEQ,_. ,,
<br />I
<br />1107- .
<br />, MSU .
<br />I -.11 . . . , 00.0no.
<br />_",� I
<br />I
<br />�, )7�'. ,�_ I
<br />- -
<br />2,250'
<br />,
<br />. I
<br />I
<br />ISOMETRIC VIEW 2EIA"
<br />I - , tm)0-
<br />I �', - � "I
<br />I 270* - PANEL
<br />I ,,,, 15) OR
<br />.
<br />�,� f, 1�1
<br />I
<br />1 __ "
<br />I : � .
<br />I R
<br />ROUNDED GOPHER 0 ENDS OF PANI
<br />! END LIP *I HEMMED EDGE.
<br />i --2,378' - -
<br />I ; (10S)
<br />.1 n - wEil
<br />f - AAA OW
<br />� t'll
<br />,,- -
<br />-
<br />I , 1.�
<br />�mr , I
<br />. - � tYp FKATOM
<br />- 1 -
<br />'141
<br />PffAMJ
<br />3.750*
<br />��
<br />1
<br />2LSO*1 I _.
<br />I
<br />I I 001� O,&p7, 7
<br />0 .) U. �
<br />(�) KEY HOLE, WAM
<br />3105-HI54 ALUM. ALLOY
<br />- I I EDGE OF PANE,
<br />AT
<br />(�) KEY HOLE PANEL
<br />7 ---
<br />072,
<br />I 1
<br />I-
<br />-4 2, 124' 1 'O� -
<br />- "'
<br />4 - - � - 1
<br />I . SEE SHEET 6 FOR ADDITIONk
<br />..131 UMfTATIONS IF SUEM LII t-S I J-.
<br />I ,
<br />I
<br />I _� _�091
<br />I -- :
<br />I 1 �17'5' (�) SLEEV1 2 1/8-
<br />MAX, LENGTH
<br />I -
<br />- _ � 125'
<br />I (TYP 3
<br />'
<br />, ONLY VALID FOR INSTAW71ONS MID
<br />.
<br />A� I�__ WOOD STRUCTURES
<br />�� I
<br />I ,-,
<br />t-1 - lu. __ -
<br />I
<br />I
<br />__: -2..ow* - -
<br />2.0 I w^ '25,
<br />L_
<br />2.0w - ,...w
<br />L
<br />3750,
<br />- 2.5's, -
<br />"b"
<br />�
<br />I- I Is"
<br />11050 . 0
<br />'U'
<br />i (Ty--I)i
<br />L - �
<br />i
<br />I
<br />� �750'
<br />2w- -
<br />(�) REK HWER
<br />(�) HEADER I f
<br />- - -- I' MR. TO 5" O... -- - I-—
<br />I
<br />ITTI, )
<br />(9 SuuE_1:_m6x.
<br />2QDO"_ -
<br />_j .1
<br />UND18 A,
<br />@ ANGLE
<br />(B "i JWK g
<br />PANEL HANGE
<br />�4'
<br />V
<br />I F - -.,3 I " - &-
<br />, l
<br />� -
<br />- -
<br />1 ___ 3,000, 1384i . - SOIN-TIF AUOY
<br />I , 1200,
<br />ISO. -
<br />� - �4 0, - '_275� xe?'.,
<br />:r' -----,, � I i MIN
<br />, I I - ----I -
<br />i
<br />.01114-14N,
<br />'>,
<br />,,,�,,'!� A. TQ/ �,
<br />i p tk.�-��i�i -... A&A (USE ONLY
<br />.4 ,
<br />'. - � �
<br />- � , .,. S SYSTEM)
<br />, I - tk
<br />^ ,,, I 1 , .
<br />-V-/ . No. 44167 '. z
<br />(I 1/4" WIW
<br />TO OE-Z HANG STORM PANEL
<br />RS 63-T6 ALUM. ALLOY
<br />Velocity No Zone)
<br />1, 671
<br />I
<br />- I - RISC,
<br />2100wo- f,� I I 11�, -A�, �., I � 1.2�� At, - 4 3t "l-,
<br />I� " I A_
<br />N
<br />� 0 123* If
<br />. T FLORIDA BUILDING CODE (Non High cone
<br />�
<br />- � * __
<br />- . � - �Q MITM.- FIP.
<br />- PANEL
<br />'.
<br />_.:
<br />f
<br />, ,2 .!? v ", , ____�L
<br />... , I
<br />i
<br />I . TATE F
<br />*
<br />i _,C
<br />24 CAGE GALVANIZED STEEL STORM D'IANN aw
<br />(08S.
<br />, , TyP)
<br />: -
<br />2.ow*- -
<br />L 0501
<br />L.- - I- - , I&. t--- SEE SECTIONS - -
<br />I
<br />�i�
<br />- .- 250* !� *.�. . ,
<br />. ' 1
<br />MIN - . ' GLOBAL
<br />I;- ...... ' ` I
<br />,-.-
<br />, TALLIt TEIFT!"'! a EIR'll"mus"No ___
<br />-
<br />07117/w"
<br />PROTECTION PRODUCTS, LLC. tATI,
<br />ls,C &W. 51 STREET
<br />(�� BUILD -OUT "F"
<br />I
<br />(j� BUILD -OUT 'E' TRACK @ & J�� WASHERED
<br />A
<br />, 11 ,
<br />, I l
<br />WINGNUT -
<br />... - .. - _. - - -
<br />- pINc Am_ � - (-I -1.1
<br />CA_� MI10 t!I-i
<br />CAME, 111, =I'l
<br />DkSI)Offit FAIc ")W- 20-175
<br />- on,
<br />I - i
<br />BUICK ANGLE
<br />(ZAMAC 3 ALLOY)
<br />P.E SE.,_iANwURvwPE
<br />I
<br />*=-.I'm .14.1 1 -1
<br />�
<br />---,. I i ,NvAAA%�_
<br />_I27I 1 1 i EST 2 OF A
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<br />.
<br />.
<br />-
<br />INSTALLAMM DETAILS FOR SERIES 2000 & 1000 E-Z HANG STQRM__2ANLLff)
<br />INTO EXISTINQ )YOOD STRUCTURES
<br />- -T--l—v"', ?/1'. LAI SCREWS a a' Ox -1 . � -� -1
<br />- � , �7_ , 11. 1 1/2' 41, 1HRUIDED POIETRAI �, �, �
<br />� I 1-0 EXIST-4 WOOD HINDER �L . � �� =1 7W �w
<br />_ � OF, IF ,,� O�. -, I -
<br />LAG, UP.
<br />. ,_ -_ I', �/.'. -.1 I , m:m1w,O :/A*0 -Aa SCftwS 0 6* ox
<br />,- - " 1/2' va, THREAbro PENE'RA" �' . . - m � ,
<br />FIAT 08 M EDVE ,/1 *_ THREADED K.f�Ot`
<br />t:�L�. 11 i
<br />I ',
<br />,-,, - TO EXTSTINO WOW ,EADM - I -_ I I
<br />� � �� ,7 1 1 .1, I! .. � I I � 4 TV "PlIm WOOD I
<br />I !� , � � -Ci) ;t� 0,- S..�. . I � it L I, __ III I
<br />I �,
<br />If i - A us
<br />,.� , -1, �i 20W
<br />J� - _@ 11 .
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<br />I-
<br />, , 'IF � .jT NOTE A SOON) I ,I - .% m.Ii 6 Mk" 1,
<br />,
<br />, I -, OF EVENT (7*F) ,SEE DETAIL 11". .
<br />IV V NOTE �
<br />I I I
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<br />4;
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<br />i I 10 OUIISSI .Iz,v.-t- � - 1�_ -
<br />2 R/IA` ., I� ,.,�,, . 7 I?" -
<br />SEPARATION - I 1�1. 2 . IF I
<br />, , � Nj, . I
<br />- TO a" "' "'It ." 14 Ox - �� , I i 2 I/e. w I .
<br />IS " -�,,,A - m� ILINCRLM' R - t
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<br />mjm OVERLAP .� I I r- -- SEPARATION - 1
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<br />" !, � If, i !T_ � . : Y`ICA*,,�,`�' - 10 cuk_$ �� 'v.-_imwo, 9
<br />I .1 WS, W� I , ,
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<br />(t) 1,.� MAXIIALM ALLOWABLE PANEL LENOM FOR A GIVEN POSITIVE A.SR� DMC44 LOAD.
<br />L� MAIL ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASO. DESIGN LGAIL
<br />(2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGTH.
<br />ONIN A POW-VE A.S.D. DESIGN LOAD, DETERMINE MWWW PANEL UENGTH �L+� FROM SCHEDULE
<br />MAN A NEGATIVE &S.D. DESIGN LOAD, DETERMINE MAXWUM PANEL LENGTH % FROM SCHEDULE
<br />FINAL MAXIMUM ALUDWABLE PANEL LENGTH IS COUAIL To nIE MMM DETERMINED PANS. UOI
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<br />(3) SEE SO4EDULE SELOW FOR MIN. PANEL LENGTH FOR POROSITY QUALF"CAMOFIL
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<br />EVA"" DOCUMENT (P I.O.) HAS BEEN VFFOFTM FOP "WPLIANCE IN ACCORDANCE - I/C-06 IAPCONI ANCHQkS, AS LIANUFACIURED BY I Y,W SUILDCX, INC
<br />WITH THE 2020 (70, EDITION) Or THE FILORICIA BUILDING COOL IRIS SMRM PANEL 94AU NOT K INSTALLED AT HIGH - 014- If) PANEI.MATE FEMALE 10 ME, PANEILMATE PLUS ANCHORS, AS MANUFACTURED BY IELCO CONIETRoc"ION PRODUCTS.
<br />VELOCFTY HURRICANE ZONES (MIAMt-OADE I ISSIATARD COUNTIES). - 1/410 LAG SCREWS PER N.U�l
<br />' TRIBUIM By ,ILL POINT SCWW� BOLT & SPECIALTY t!-c
<br />DESIGN WIND LOADS SHALL BE DETERMINEO AS PER SECTION t6O9 OF THE ABOVE MENTIONED CODE FOR A SASI, WIND - 7/fG** � 5/8' WOOD BUSSING. AS DS
<br />SPEED AS REOUIRED BY THE JVR[SVCI*N WHERE STORM PANEL 011 BE INSIALUED. AND FOR A DfRtC11QAAUTY FAM-09
<br />KD.O.35, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (ASD) DE`S�IGN PRESSURE WNCS DIMATLD ON SHEETS C 1) MINIMUM THREADED PENETRATION WITI WOOD OF TAPCON ANCHORS SHALL BE 1 112* AND 2' FOR ELCIT PMELWE PLUS
<br />3, 9 THRU 12 & 17, le AND PANELUAL-1 FEVALE it)
<br />i IN ORDER TO VE IRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PEP ASCE 7-16 SIM! BE FIRST
<br />MUG RE RATING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MAX (AS D; C2) MINIMUM THREADED PENETRATION OF LAG SCREW INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' NO THREADED
<br />,LV,ER'1'FYD'E,GNA'R*mRS
<br />RI
<br />DESIGN PArS URE RATINGS INDICATED ON SHEETS 3, 9 THRU i2 & 17. 18 N AS PART OF THE FEOUIRM 714RFADZD PENETRATION
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<br />Q`RDwM"`
<br />I ON THIS SEA) AS 'WERE NOT OVER STRESSED, A ?37, INCREASE IN AuTIAIABI-F
<br />STRESS FOR WIND LOADS WAS NBE USED IN TFAIR ANALY'StS PASTENERS SPACING TO WOOL, HAS BEEN D,rERN,HM IN CA) MINIMUM EDGE DSTAJACE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED N THIS DRAWING
<br />ACCORDANCE WITH NOS. L101a,
<br />37ORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS SEEN VENArrED IN ACCORDANCE WITH SECTION IWILI�7 OF CA) MINIMUM PENEIRATION! UF WOOD FUSHING SHALL BE. 5/8- 114- 10-20 SCREWS USED SHALL BE -, 1/2- LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #0814,01-01 AND #0719.02-09. AS: SHOULD STXCID EXIST' AND I 1 MMMUM FOR WALLS WITH NO STUCCO
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<br />PEP SST0 !2-99 �R ASTFA E ,!W-022 STANOAR!06� ANO AMERICAN 115TING LAB SOUTH FLORIDA REPORT 01 � 21 01 - I 0 AS PER
<br />C; 5) IN CASF THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR. WOOD 90ARDS BE FOUND ON IRE EX15TINC
<br />AS-20', AND TAS-203 PROTOCOLS. AND, AS PER CALCULATIONS PERFORMEO IN ACCORDAINGE W/ SECTION iSO4 , W WI ANCHORS SHALL SP- LONG ENOUG14 To REACH THE MAIN STRUCTURE BEHIND SUCH PANOLS
<br />FLORIDA SUK,Owr CODE ANGHOIFACE SHA'L BE AS MENTIONED IN C 1). C 2) Al C44)
<br />2, ATI, ALUMINUM EXTRUSIONS IQ SE ODW-16 AUDY AND TEMPER WNLtSS OTHEROSIF NOTED), SEE SHEET 2 00) ANCHORS 5104� I.+ INSTALLED fOLLOSANKI ALL OF THE RECOMM04DAIMNS AND SPECIFICATIONS C� IRF ANC.OWS MANOrACTLIRM
<br />� ALL ALUMINUM SHEET METAL USED A; CICSILFUS 541ALL HAVE 3105--HI4 AU.CY. 8 PANELS MAY ALSO BE INSTALLED "05,12ONTALLY I'Di-LOIAINC INSTALLATION DETNLS $IYOWN ON SUMON I THROLIGH 6 (S,4FE7S 4
<br />A AU STEEL SHEET METAL, PANELS SHALL HAVE 5NN,CrUW QUALITY STEEL, A$TM A-653 GRADE 80 WHIMUM, G-60 GALVANIZED 7HRMCH �,� EXCE THAT HEADERSO &O SHALL 40T BE USED.
<br />5" EL (JEWONA11ON W/FYm 12 2 "I (XnR ROLLED) 9 �T SHALL 817 THE RESPOKS64M OF THE CONTRACTOR TO VERIFY THE SOUP40NESS Or THE STROCTURE WHERE ShITITILF! 15 TO BE
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<br />6 BOLTS TO BE ASTM A-307 GALVANIZED STEFL� OR k`$f Mt SERIES S-AINLE!,S STEEL, WITH 36 I,. MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLW-49LE REWORCEMEACT DURING PERIODS OF HURRICANE WARNING
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<br />� 7 MrROP!i 10 WALL SHALI BE AS FOLLOWS 11 THE INSTALIAtICIN CONIPACTOW ,S TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHCH Ri IN GONTINUOUS, WNIA0 WITH
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<br />A 1) MINIMUM EMBEOMENTI OF TAPGON ANCHORS INTO POURED CONCRETE SHk1 Of I 3/4-. 2- FOR ��CQ PAINEL"M MAD BAS$.O ON THIS P EO PROVIDEO Ng,'SHE DOES N1,r DEVIATE FROM THE CONDITIONS DETAPLED ,-IN THIS' DMUMETIT
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<br />SHEETS 9 THF .H 101 OR C NCRIETT BLOCK , REQUIRED. - - . 11 I I I I I I - . I I �� c 1 I �- - - - I I ! I I SEAM TO BE CIERTIFIED I - i,j
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<br />� � I � I L_ INST&LATION. -_
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<br />_� "'. , �! f - lu__� CD =
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<br />- , 1/4- _�"_ "'I'-, I _". , 11/4* ". � ��� � I I � i I - - I pi'l M. I I ru ] � I � V,4112 _I- � 6 II./t, D.�
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<br />- __ � 11 - ,/,' � 1
<br />� I . I.. � - - , i . I � I -i MAX WOW HEADER I � �k� j 112* 1 - - ____
<br />I- 4", �T_Ilr - - .. �. I i . i 11L �`, I ; I , REQUIRED .� I r � �, BE-z : ) I --- =�__ (_ -, __ - - � � I—— - _4 REQUIRED __ - __ - . - ___ - - - i
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<br />� I I � � i!�� = m
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<br />�11 I I FPAM710H I ; I 111
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<br />_Sr; I (i'l , ) 4_4� - i __01 I .-. I min i ON SHEET 3 1 S W. � , ( �1, I , I I Ali 1 - C, " :
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<br />L , * , I To OLASS4 I MAX I PANEL LEN014 , I � !� -.4 GLASS (SEE - I : 4 : ;
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<br />-1 - 11 �,'_ - wo ,,, "'w - SEE SCHEDULE I PANID, ISFT SCHEOCKF� ,�,� , , f I � � � , , �i � - FEMALE ID OR PANEL MATE I SCHEDULE I '/.= : I 0
<br />u I i 'W4 ", , Aw", SEPAR ION TO GLASS I 4^1�� � I (,-SEE SCKDU,x '0 9 & 10 9 i (SEE SCRuOuLL I ON "EfF 3) 1 -PANEL MATE I
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<br />I usurt v,vt r-F-) E O I I I ON ��EV lj I A", SPACER I ON SHEET 3) t ON SHEET 3) t", -1, , i ON VECT s) 1 4 .�,T_. I I MI., SOPAIIATION TO GLASS, - :
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<br />C , . 43 = * - C.C. VALID FOR 1�_ ". L I L
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<br />_1 CONE BLOCK EXISTING POURED CONCRETE LENGTHS PER WET 3, � _(�) ,"';� It) INSTALLATION 5 LIMITED TO A, ONE WOOD ANCHORS 1�_ --- -_ , � . REOUIRED (SEE SCHEDULE ON
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<br />. \� hQF__EQ8_QQMRNA1_19B_9Y_S � = . FLORIDA BUILDING CODE (No, Hu
<br />. FLORIDA BUILDING CODE (Non High Veloclill Hurricane Zone) I 4z .1 1-4 1
<br />z -' . ' � ,,� z "I'm TLIUDI. W_ . INSTALLATION ARE ONLY VALID FOR MAY., A-S.P = - WE.c. - I.A. <
<br />- = 24 04E GALVANIZED STEEL STORM PANEL WM_EQRS&MWNAMR_QE_iE0=: : 1110, 44167 * S 24 GAGE GALVANIZED STEEL STORM PANEL !Ii ':� ':
<br />z . o.44167 -� IIIP`0 M`10t,. -1 I . INSTALLATION ARE ONLY VALID FOR MAX4 ASO. z F.P TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE FtATING (p,s.f) AND PANEL LENGf_ 24 GAGE GALVANIZED STEEL STORM PANEL
<br />= - ORNMI SY. DESIGN PRESSURE RATIfFIC (P�I;J) AND PANEL LENGTHS E*- : - MAN wl COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 � '., STATE OF .* S -
<br />. - —
<br />.. * 7. * I * S- * - I
<br />. . y = '. I ,`��,,- �,- z
<br />N91L_EQ&m TOP & BOTTOM MOUNTING'S CAN BE AS PER SCHEDULE& ON SHEET 3 (EXCEPT FOR S -0' STATE 05Z- - I : * k ;--�- \ INSTALLATION 2. FOR NEW WOOD FRAME CONSIRUCTION; WOOD i�l 01�'- 110 t,,�� ,,;:, -_ -1- W/27/2M
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<br />01114 COMBINED IN ANY WAY TO SUIT AUERNATE :7- MEMBERS TO BE SOUTHERN PINE No 2,I W� SPFCIFC �� MC.
<br />IOP & BOTTOM BE �� , ': DENSITY OF 0.55 OR EQUAL. I. �,U, �ff�- Tvinwo I a
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<br />EDGE DISTANCE III -��% STATE Oj� LIECOi l, " ' T4>10i___"_��_ C.
<br />11 tIT� - - Al MAKE, Fl. ZOAi4 2. FOR NEW WOOD rRAME CONSTRUCTION: WOOD i,. I A , C. mu'-Tfir-wo-it, C"s-wo .."NAL `,, - DAWS, N_ WIA " .,,I, � , , ,,,;, RAH __AA P` F` - 20-175
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<br />INSTALLATION. ,I�* .I— MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC "rZI, 6/0�i; i�_O_V_/_ - — 0M."No �. .�� - , . I .. , ...'.. .1 - . __ ,� .n.1 ----------- i;;--L-.+ — I - I <
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