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<br />AANMUM ANCHOR KPACIUM ARET MINIMUM COGC INSIANCIE AM INUCATED - THIS
<br />3CHILOULE (011 I D UM TKAPIN INDICATED ON SCHEDVILL WIEOLC( ANICHOR SPACING,
<br />by �iXKTVPLY*% SPACTAPPIC. 5ll O. SCHEDULE Or THE FOLLO� FACTORS FOR
<br />IT
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<br />COMPONENTS O REGULAR. LIFE SAFETY & E-Z HANG..STORMPANEL SYSTEMS
<br />F- - - - - - __ ------,-- _____ ____ - ------- ------- (SCALE CALF __ 112- I') - __ -------- ------,----- _____ __
<br />'S.175- (LOlAt. WIDTH) - - 2 is" -
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<br />I., I I 250 6 : 150' - $5 STUPID RrVCm
<br />- 6 1/4- (TIP) - I f- .374,.- Iws 10 mIcuk 0 0 P/♦,
<br />,,Do-- - - I 1�0' - - 1.3110' - - I 360. 1 ,.250, - ,too' , Ill - OO6` - - on a u ,/r CC
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<br />67 - [ I'll ,Lm.i - ____ � - .
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<br />INSTALLATION DETAILS FOR REGULAR PANEL J�
<br />INTO POURED CONCRETE OR CONCRETE ffLQ_CK___5TRU_CTURES
<br />ALTERNATE CONCRETE ANCHORS LOCATI(Y4
<br />CUNCRETE ANCHORS (SEE SCHEDULE ON r)I POURED ODNCRM
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<br />OR CONCRE't "OEX
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<br />NfOUIRED (Ai COND171U.) I .1 . WACERS 0 6
<br />314 , Ioo�,`I' 0C VALID FOR
<br />_ EXISTING POURED CONCRETE ALL DESIGN I S AND PANEL
<br />S EXI ING PCiJKD CONCRM LENGIRS PER SHEET 3
<br />_] OR CONC Elk BLOCK OPSCONC.110T BLDCX
<br />EONCAE`E' ANCHORS 11 . , FLEOUMM, armilam Oil :; - I- A,VWNUM 1-11915 0
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH ,Q) - t D - 1/2. 0 C. (SEE TABLE II ON
<br />WETS 9 IF ,G)
<br />CEILING ANP FLOOR MOUNTING BUILDiBMNTIN WALL ,NIINQ l -9) k, M SPACERS ( OR
<br />SECTION 4
<br />SCALE 3/6-l' SCALJ 3/8-1- SCALE 3/8-1'
<br />/
<br />"k, . ......... . 11
<br />1 4, .-`�CENj�`-!I�t
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<br />, : _'
<br />j, 10
<br />= : No. 44167 .. i CXHHO MR.. - 24 GAGE GALVANIZED STEEL STORM PANEL
<br />i * : . - w
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<br />S �$'-.. STATE OE,-_-'�,��y,k'-.
<br />,4
<br />E.D. II EDGE DISTANCE � " - :�' -- -- /% 11LIECO... \ GLOBAL PROTECTION PRODUCTS. LLC. �nSEE SCHEDULE ON TOP & BOTTOM MOUNIENG�, CAN K I _• �ujv ,C*.m a vNimiliftilim 6ow .WallS.In� .
<br />SHEETS 9 & to) COMBINED IN ANY WAY 10 SUIT ANY -,�,�� � "-INSTALIATION. - 00)-Imf-4. " )�75.t FAA ")ON.A'9720-175
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<br />INSTALLATION DETAILS FOR SERIES 2000 & Joao L-Z HANG STORM PANEL(I-)
<br />INTO EXISTING WQOD STRUCTURES
<br />-F--:- 7 — II
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<br />l,FT �np,v .(,,HmX,tH_",l ,,�F&, , F - -1 2 * ! If : * 1; 20 GAGE GALVANIZED STEEL STORM PANEL L,.� .1
<br />I 'on ,
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<br />"111,11"'4141.
<br />. 20-176
<br />im— I. col I .I, & AMr" LOCATION
<br />In' I __ ... rtl C`FN 91, 1 N, 0� ,I,, P` ,, - -1 - . - - - - II I- " I-
<br />7 - -"'I.- I- i-THI
<br />.11 ill "Ill ANY INSIALL"IY, MAUL, lj�' . " .,;i � ____._ - - - � ,,.
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING 1/4 3/4, 4/5, 5/5 & 6/5
<br />2/4 if
<br />mAximum SINGLE millt LENGTH "t, spiquir ONLY FOR REGULAR STORM IW�G. 2W/6, 3W/7 & 4W/7
<br />PANELS INSTALLATION INTO POURED CONCRETE.- CONCRETE BLOCK A WOOD (t) 3' ANCHORS (SEE SCHEDULE 04
<br />I'll 10 3, MAX
<br />- I- .IN --- SHEETS 2. &I 1) _ __.. ,_ ______ _ -"* WIN -
<br />- - .
<br />(1) Umanlinumm MGLE-phl F - -- � - - --- - . - 0 - ------- _ __ _. �0 __ ____ 0 — __!
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<br />yATH_1RA"3_,i_j284 III DJRLCT MOUNTED AT-FACH �LNDR` E). M., (j). (1). (�). I I , , I I I- I . . r ,' - - _ 7 _ 7 - 7 - T -, - I I 'I I I
<br />IT I
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<br />CONCRETE & *000
<br />DESIGN PRESSURE PATEND
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<br />MAXIMUM A S.D.
<br />CONICRE-C & WOOD
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<br />PRESSURE RATWG
<br />INSTALLATIO"S t
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<br />"NOW SEPARATION TO GLASS SCHEDULE
<br />- _--------
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<br />PANEI�
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<br />1
<br />MINIMUM PANEL LENGTH (In) FOR A GIVEN MOUNTING CONDITION
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<br />VNBOLTECI PANELS
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<br />� � Ol
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<br />+ 2/4
<br />3/4, 415, 5/5 & 6/5 I" MIN
<br />I
<br />I 'ja . 21l 3W/7 & 4W/7
<br />-
<br />ANCHORS (;WI 5IC"EXAS ON "$CIS 9, 10 &it) -
<br />REGULAR
<br />STORM PANEL
<br />.1
<br />J) ELEVATION
<br />2.15111. NJ S.
<br />,/-' M.. GAP
<br />- 7
<br />RIN, cKERIMP
<br />FAT (MIN. -1 otall WILUN) .
<br />_
<br />TOP
<br />_�Ba�"w
<br />DIRECT I W
<br />! .U.
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<br />48*
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<br />(74)
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<br />37'
<br />! 32' 1
<br />32' 4
<br />3.. 11
<br />55* -
<br />42'
<br />1 36'
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<br />47-
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<br />11
<br />11
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<br />.. SCOPE CLOSUM .
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<br />1 , -OFF
<br />L�
<br />I __ ____ - I ��
<br />- So-- T: 32' , - - __ I
<br />I .1 32' - I - -"* � -6 ?"--41 _If_
<br />- . - - - -
<br />I
<br />. 7 32- ; _w � 60 1 se-
<br />So . 32' : . -
<br />-
<br />IT
<br />I- =X .71_-��!�=-_,l _:.-___\�_�_-_-_ ---_.-\I__/_-.
<br />-
<br />� Q ,� \�:� . -
<br />1-1 I
<br />1 ,, SECTION A -A " 1 )
<br />� I
<br />'--- KITS. , -1
<br />NOTES;
<br />(1) L* MAXIMULF ALLOWABLE PANEL LENGTH IOR A G INGSI &S:) DESIGN LOAD
<br />- MAX ALLOWABLE PANEL LENGTH 109 A GIVEN NIEGAIPPIPF. ASO, OESIM. LOAD
<br />til) PROCEDURE ED DETERMINE MAXIMUM PANEL UD4GT+
<br />GNEN A P09TNE A.S.D. DESIGN 1000, DETERMINE MAXIMUM PANEL LENGTH 'L-* MON SCHEDULE
<br />GIVEN A NEGATIVE ASO DES" (ONE. OF11EIRMI1IE MAXIMUM PANEL UNGITNT '1-* FROM SCREEPLAr
<br />FINAL MAXIMUM 41CMAKL PAWL LENGTH IS EQUAL If TOF JORMIK OntWO&O "WE LENGTH
<br />BETWEEN -I.* AND 'I-'
<br />(3) SEE SCINEDO-1 BELOW MR FIRM PANEL LENGTH ;OR PORCrSMY OUAUPFEf1�Oft
<br />. INSTALLATIONS *00 WOOD ARE UNITED ill 195 Rst MAX &50. DIESION PRESSURE RATING I
<br />I --
<br />I
<br />` M 0, It AT, t I �11 MAX A S 0 DICSIGN LO41l IF VALF PAMIL LENGTHS FOR
<br />SmEem ft SPACER KI IS ull
<br />. . -
<br />VNut,"li'l FLORIDA BUILDING CODE (Mon High ll
<br />TiT
<br />I 0- 44167 zi
<br />"m marc.. -
<br />24 GAGE STORM PAL
<br />GALVANIZED STEEL PANEL
<br />I.,
<br />I �
<br />* , * 02 i.-
<br />,TATE OF ',,: Y - tt- -- - -
<br />_4� - -
<br />, .
<br />" I I L I E C 0.7\
<br />-
<br />GLOBAL PROTECTION PRODUCTS. U.C.
<br />4,ftil IP
<br />___
<br />0101,11m
<br />,,F, R—
<br />. --
<br />, -
<br />�0 , �A - .
<br />"
<br />. . Ill I., , .,,��-Yll
<br />. •Lo w ,
<br />- 1
<br />�e "
<br />6 TI:1PT.m IFSm
<br />-_20-05
<br />- .. - .. IN, -- , N ...
<br />- wif= - I all of I..
<br />yawnsIS-
<br />- I -
<br />"Hatim. tw)m-,"6 r. tw)m.ml
<br />0
<br />I j�ltl - - - ,
<br />-
<br />.
<br />-
<br />_.
<br />,,il ,�.;l :)PHT -
<br />le je
<br />Pot." iF,�Piuii l " ]E.:gREK::;_
<br />1
<br />111-1. 19 -2- -
<br />3 or Hp
<br />___ - .___ ,_______._ '—.------ 1. - - - _._.__.___. . ----------I
<br />INSTAL T ON DETAILS FOR REGULAR PANEL
<br />� I � INTO WOO STRUCTURE-$ - r . - I "'' I .
<br />I mi. 'i
<br />� - --- - --- -I --A" ANCHORS (__ - - - ___ I , I SIEFINIA1101,11 1 4. , �
<br />(S TO CLASS, -1 : " `
<br />if SCHEDULE I ,/.TP,
<br />. (SEE SCHEDULE ON .. � I ( i- 3) '�";,L` I ,�;, v.P.-jo," I
<br />( SFEF7 11) ; Il - -. I ON SmErt 10
<br />1 I � IF - oc �, - -
<br />IF I/. I �, �
<br />- - - . I
<br />1 - I- - -- I I __7-1 1 ; . 1, I I Focill �Mkil 1-11 -, - ....
<br />EXISTIPYC', I
<br />i I , * : I PANEL LENGTH
<br />REOUIR"LAUER , , ,�, I WOOD ANC -ORS ON _� , . i 1 : i GLASS I I I (SEE SCHEDULE
<br />,
<br />ED I k. �
<br />I *000 � il, I I /1" (SEESCHEDULE 1- I I- ON SHEET I ON
<br />SHEET I 1) - .j k.: 4 �^ . ,
<br />I
<br />l - , I I I SETS 5-PACEAL 4;
<br />FT ,MY . . 44 - 01 I I I I -
<br />I 1 /2' i i 4 * 1 f�,
<br />I I ; �0: : . I 'I-El,l - L 01 *L*
<br />I [ - , WOOD HEADER 11 I - ��71: z ENG, : , I
<br />I
<br />� . I I ______ I I .. . i : I ED I _==77� � i -- MAX.
<br />I REQUIRED � 2' , I I
<br />I . MIT, I I I ,,Ili, 1, : -i - V - ---
<br />I I III , "I %I TO I i C J_
<br />I -- ---,, - - -- 11 % �_ - - � - -1: ; I
<br />� : I � .L - __ -1-1-1 I
<br />I - I"- : �F I @1' MAX LONG ALUMINUM SPACERS 0 12 1/2'
<br />1 � -I, 1! I i
<br />L)" �__ - ;r,11L 11 ! i 0 C (SEE TABLE 0 1 ON SHEET 11 )
<br />I MI. Ln. -d-, - : I vur I'M. IT BELOW FOR LIMITATIONS FOR
<br />I SEPARATION : (j " . .. 11 I 'C' MAX j !;� , I A
<br />I MAX I ) I ; ' * LONG "EMS
<br />,S,10 GLASS - � I- PANEL. LENGTH . PANEL LEANED, � I f
<br />I k SCHEIXJIF t I I (SEE Scilkouir
<br />I I (01 SHEET 3) (SEC 5CF40I I I :1 I ON SHEET 37 1 1 PANEL MAIE FEWALE tO 00 PANFI MAIL
<br />I ; 'I ,,� ON SHEET 3) 1 . � 'LV-
<br />, _ I . PLUS 45LE SCHEDULE ON SHrET 11)
<br />I . I S a I : p ,
<br />I 1 I At �� I : .
<br />I I . � i I , I 1=1 -.1 fill I SEP : ,� 2".4- WOOD
<br />r 'I .-�r I = TO G I
<br />GLATIS I ; I CLASS SEE SCHEDULE I : ,. 1, I : PLATE REQUIRED
<br />511" -
<br />I , rIlDIN Sw-EV 3) 4 DIRECT MOUNT SPACER 16
<br />I , I I I ALTERNATIVE 2w -
<br />I I * I I
<br />.
<br />I p I � - -- I 7 -� C SSA .1 ; � �, C , - I I : I Smr )IIII-1,
<br />I . SEE TAB.E it ON SHEET I I PANEL LENGTHS 4,•
<br />1 50% 11_1 � � Le i 2 112- OE TOMS
<br />OR MAX , FOR THIS
<br />I I � I 0, . L . EO I I i MAX6 A S 0 OFSIGN LOAD ,, INSTALLATION
<br />1. � 1 4 !�, - I .I -�=,- � :: [t 1 11 I
<br />L , -I 3A. 1 : 10 II2_112_ Ot `' I � � __I 'I- _L ._J I I
<br />- -
<br />I I
<br />IF I Q I .- i i I . I . . - -- -- - - - � -
<br />' 'L �, - - it ! I � 11.1 WEM MNC,4UKS � *
<br />ED I STAGGERED W/ STUD !
<br />_ , . i , UERE itocill " ", K I /21 Low .. �
<br />I I __ _ _ __T __ (SEE SCHEDULE ON :
<br />I .___ I � I
<br />. I SHEET it) (1) WIFTIALVION 6 LB M A OW BIORY MLkllb= W I5'-Q' � 1. (, D ; *.= - I I W WON ROOF M" (FIS 13 A Rn"X"M MIN AN
<br />".., woor, .1 t i � &ADM � CL4tFamY "W"Im w *W I1).
<br />�
<br />I
<br />PLATE REQUIRED I I.. . WOOD ANCHORS ! ,. "W. upwilitaim To "" ,..CA,m , ; 7, ", WOW C,T)
<br />STACIGERIED, Wl SIVO ON 1101011I 3 � K REDUCED To 1/1, . . PLATE RFQVIRED L
<br />j (SEE SCHEOUL17 ON I I . i I �, � ANICKINS �4 Oft COMPONENT M (PANEL NATIF F1DNMr 0 ON 1
<br />Loma a ,Fit � =1%. ARE - "a "It " SPIALI K eNP= UMIAN A' 0 V/4' O.C. I
<br />SHEET ll� I COMPUL, � I : (I.& 0 A KillecrCom II ILL ,/2- G,C WACNC Alumm m , i (1) IVJWW AND DEEM PRB9AK i S.m 6) :
<br />I � PAPER10 0 .46, -W -1 t (3) IAALL 24 CA" PANEL LOK� 6 UNift 10 "' AT ANYOPENNIIII I
<br />(THIS 4 A OM"OCtVN FRONT LAAKIER "OPP AU LITTal &WOO M
<br />- I : 12) MAXIMUM WOW K..a IBM. 6 I T MOUNT ,
<br />: ". REC Saltrat". pw IT)
<br />: �
<br />: ALIER, 6 T I San 2. WTALLATM M 1 112* kONG SPINCER - I
<br />WALL MOUNTING 13) STORM PANEL �ftLM" 0 04, 1W VE OIL I -/2• LONG SPICEN CIANIGNIM 0% 11ftL N
<br />AOTERNATIVE I W wm AN emw "M � WALL � SCALE 3/8- 1 - ! wr
<br />Wil FOR .m mm 1. 2 AND 3 Ne mn "
<br />� � f I,-Wft Niv THE :Xilo t_ t�"')"W"�WF,U~
<br />I SCALE 3/8' (4) wroutilim V" ONLY roft emi, : RAM ODW �
<br />r ill'"m 1. I IN I I'll - C I
<br />I 1011411-011 Xte"Vol"Ift
<br />I � _,l
<br />. - I - - -
<br />,F
<br />- -- �,��/, I
<br />I NOTES, ./4,P�,�_NC�i Ill rLORI A BUILDING CODE (Non High Velocity Nor Icone Zone)
<br />NOTE-FDR-1mmAl _Qr.5ECTJQh5 I IN57AL LATIUN ARE ONt I VA If) FOR VLAX AS 0 .1 � �m.. - F.
<br />DESIGN PRESSURE RATING (pl,J) AND PANEL LENGTHS I IS, : No, 44167 " t 24 GAGE GALVANIZED STEEL STORM PANEL
<br />2 : `31PAWAY r
<br />Z . III, :1114 I -P - --- —
<br />TOP & BOTTOM MOUNCINGS CAN BE As PER SCHEDULES ON SHEET 3 (EXCEPT FOR :: " . . 1 -/21/39"
<br />COltl IN ANY WAY TO �,Ul- ANY ALTERNATE 2Vl Z, 7:�'. 1 STATE OF, - , - _,:��� , " I I, GLOBAL PROTECTION PRODUCTS, LLC. -
<br />*
<br />�, _* . A I - . , IILIECOINC.
<br />INSTALLATION ioll I / - NG ClOW - I. ll, s�
<br />2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD 11 I .... � �.. - .• 5/y C�Aq _.. '.* R" in -175
<br />'r ,/ , - .4.4- -_'I - (FH)il=. 1-U�(g..)M.-6791 20
<br />MEMBERS IL, BE SOUTHERN PINE No 2. W/ SPECIFIC T 0 , -
<br />I DENSITY OF 0.55 Of. EQUAL, Wsr,l /OA% CA-=471t - . PAN h .�l - nNANAK, .
<br />A. MR -to O ,P` mm . .*i �eWitill -
<br />�-_..__,___..__..__.._...._.-- --..-, __.- ___________--- . ..... __ _1 nolil Lit 1 410'TC , 1".r ;irl . Pill to'
<br />GFNF 11 NOTES
<br />(0 ID.LX!SYl�lf-.ft%"-Mltt-�FL.CIEIC Q1itAVITJP.G_-_P'4 NHL..
<br />T STORM PANEL SHOWN ON "US PRODUCT rVALLIPLIKIN ,'. I TI MIIMENT I ) HAS BEEN VFIl FOR COMPUPPI K ACCQFUPWCL
<br />, /." IF TAKEN ANCHOPIT'l il MANOIACIOWO in 11 W AUILOt I INC
<br />WIN THE 20ZQ (POP LOPIT)l Of T,4r rLORdJA ROLUK, (DOE TRTS I.I(WM Pil t,hkl Nrl % IN�Tltll FD AT .VGJ,
<br />. 1:4 - 10 PANEMATIE FEMALE ID AND PAN(L�il ri,LS Al AS NJANU�ACTURLD El, ELCO I OWDUCIOIN PN0:7Ljt:1S
<br />VIFLOCITiNHURRrill ZONES (MIAMP-Oill / HOARD COUNIES)
<br />,'4'v LAG SPERM PER N US
<br />[Its" NU "%I'M S"A" W. DETERMLI AS PER •SECIIUN 1609 Di -lIE ABil MENTIONLD (.1 LOP A fill il
<br />� ;' •
<br />1, , il . 5/b' WOOO BUSHING. AS 0;Sl919,;ILO 91 ALI '�UtNl �(RTW 901.1 A, -:1�1CIAl" `0
<br />SIFID X5 REOWIRED Elf THE ,K)RIbBill Pill STORM PANEL Will Elk 1451ALL�D. AND FOR A NPECITON&I'Tr FAC70Ft
<br />90-085, USING. A50 I- 16 ME SMU IV EPTCELD IN[ MAXIMUM (ASO ) KSI�.fl FIRLSSFIRC NAIN�S 1ND,CAIFV ON SPIL-TS
<br />C 1, WN:MVM THREADED FIENIC-IlEll NIT' WM0 Or IAPCr,w ANCWIPS SWL BE ' 1/7' AND ,' F�* fLCC PiPlIf.'"ll VI VS
<br />3. 9 NHV 11 & 17, Hl,
<br />ol PANrLiAl FEMALE *
<br />IN ORDER TO VIRIPPY THE AS" CONCITION, ULn1off DEST N PINE) LOACK UMIZATNED PER A_V_E 7-16 Still BE FIFtET
<br />Rl 10 AND ANIGH F'RIP3SURI RAH)WIT 1� WITURtIPLIING I.E. BY 06 1. I.PRI.Aq 10 CO.F.FiE THESE IF/ WX (AS(,)
<br />� I•) NMIMUU THRIADED PENEI(Il OF LAC SCRI-10, INTO THE WOOD FRAME I�Mff 91ALL BE I 11�2' P40 I-PhArAT
<br />FICS,CF, "ESSLIFTE RATINGS 4NOTCATED ON SHEETS 3, 9 IHRu , ? A , 7. , M
<br />SINCIVA I KA INTO 'NCCC SHAIJ BE CO,SIDCRE 0 AS "ART Of THE ACC)l THIPEADED P(NjTRAOON
<br />IN ORDER TO VCR) Y THAT AMCHDIPS ON THIS P E D AS TrSTrC1 WERE INI OVER S-Ill SCO, A JIN INCRIASt . .11 OWANT I
<br />FIE _
<br />S�RESS R KING LOl WAS MI TZED Iti THOP ANALYSIS Fill ,P0l ,C WOOD HAS Etfrh 0PrrRV,NEC ,N
<br />t 11 WHIM11M EDP,[ CASTANCE ()I l SCRUIVS, -NTO WOOD .HAlt WE AS INDICATE() IN il DPAPl
<br />14 OROANCE WITH Nu.$ Zola
<br />'PInFTM PANVI ', ADtQUACY TOP IMPACT AND WIND RnISTANCE HAS BEEF, VORPI-tW IN ACCORDANCE WITH StClICIN 1609, 1 ; t:4
<br />L 41 MINIMUM KNErRAIJON OF WCOPID &U�FPLIYC S�lk, RE �/t' lj4' •0 2C "CREWS t1SFQ -3"tl of - 1/2' L(Nr MINIMUM
<br />T"r. ABOVI VfFOXAFO CCIJ( A!i IItH AMEFhCAN rjS-, LAS UI T4I)TH FLORIDA REPOICIP, J101114III-Ol AND 0021902-09, AZ
<br />SHOO C STUCCO E'XIST, AND I' MINIMUM FOR INALL- 0111 NC 151UCCO
<br />PER sm 12 '." a, ASTM E 330-02 STANDARDS, ANU AMERICAN 11SING LAN SOUI4 tIOWIOA REPORT OT123U, TO As PFR
<br />10.1, 201 AND TAS-20S PROIC(71Y,& ME) AS P,� r,-,cuFArn%s F,rR1eNvE[, IN K,Copom,LF il SE,-.tlor, jifo. ill THE
<br />C 5) 14 CASE THAT FIR(CASI STORE, CP PAE(AST 1CRR`AM PANELS, STUCI:0 OR *100 Ol BE FlITLIFE1 ON III, CXT�IINC
<br />rJOCTIOA (XIIIIANIL; CODE
<br />ill AJNCIIORT� 5"Al at IONIC ENOUCH TO REACH P`H( MAIN FTRUCTURE BEHIND SUCH iANELS
<br />AW��wf SHIl BE AS MENTIONEU IN C 1) L 21 I '.1 )
<br />1 Az� 10 MINI 111F�l 10 Hk 11110-11 ALWI "O 11"111 11,11111, 0I.EPPl 1,010) %CC SWEET '
<br />laij MCHOP', SHALL Of ,NS7ALl FOL,QPI ALL OF tHF RELO"tMlArlW� AND ,Pf:.1FK.A;KJNl tw PHI Mil MANUIACTvR�F1
<br />, P NiUM.40M 5.4FFJ METAL OW A! MAUCO� Silk., k4AVr 3105.111. Al
<br />8 HANEL, MAY AJ!Xj IT, HSIALLEC) FLORIZONIAL�V JI(XIOWNG NSTALLATICA DE'lll SHOWN ON SECTI(st, I TFT1PC,IQR 6 (S,IjPr� I
<br />. -1. SYUEL SITIFIT MCI. VAPEIS '"it Hl 51RUCH)FIA WAJ:Tj 'YELI ATiIV A G!,,I GRACE AL MINOWIN 6-60 GALVANIZED
<br />'.FP1A11 5) (�CF.PPT TN.T HtAol ill Stol NOT RL U1.1ro
<br />SIJAL O(11(lWION W/FY, 222 III. (NIV.R RGLLFD)
<br />V I SHALT 91 1141' FIF5FICINIOUTY (if THE CONTRACTOR TC, Ill THE SOUNDNESS OF THE Pr1lNjCTUf1E -1 TIRKTILF? IS TO ut
<br />5 .4, %Ww-lil 70 Fif I�IAJNIES:i 1Trf[ 10, UR 316 M51 PirRif- OR CORROSION FICS57ANT CCATEU CARBON STILL AS PEA L-114
<br />,01AI:14V It,' Il PROPE'lit ANCHCPRAGk Tttl^ SFiC.qTt.P SIAIL ONLY BE ATTACHED 10 CLINCIPPIM, EILOCK DR WOULD JIKAAAF
<br />OF .L.C�INC%
<br />I .
<br />!TOG g III 'O Sr 1 "Eul rIFILNGTI. MO WE FIV, 111151Lt Sill ANL tlikL COMPTY TIP/ 41CRIFIA 001WING 1'U01 SE(HON
<br />,_ 13A
<br />11, CA" HI. -LIAR NORM PANC: Wrl. LENGTHS OVIP AO", AS PER SECTIONS 1 2, 4. 5 6 MD ALTERNATIVES till, 3W III 4* ON
<br />SlIfIS 4 1, 6 & J RESPECTIVELY. SNAIL HAVC A LEGIBLE MO READILY 'Al MARKING "STRU171W. OWNLP OR tLJTNNI 10
<br />, WLTS it) Of A%7M K ED-, GALYANIZED "ft'. ON .19 V. jfRIff, !.A.Il E7ICL, WITH 3* III 414IMJN YIELD S:fREm,ilk
<br />-,FCI!Rf. PANES Kir"I APPUCAPPLE RINNFORCEMEW DURING ITRIOV, OF HURACANI WIFTLYINC.
<br />y ANr14�_S 10 *91 S HE AS F(ktO1VS
<br />I, TP,k IN51A.IIAIIUN CCAIRM ?OR -S 10 IIIAI/I�Aljll, 41, SiNjIlIR M.NIFIAfhT El Pirl REMAN IN ,ONTINUI-I, ,UNT�7 WIIH
<br />THE BVILDINC 10 PREVENT LVINU/Kilth IN;R,iSFUN
<br />til TQ ]l �IWRW r,7CCR . EIr
<br />- 1/4'0 TAPCON ANCHOW, AS MAYNUFACTI'All 81 � I At HUI .1 It. Ni 0 " 1'42 P..)
<br />11 ',1UFNM ,MEL INSALLA11UN YeAII COMPIV WIN 'PECS IN MCAT IN ',Wlr, 5PAlil Pl MY EIP,LUIN� 44.1 .'UPI ktrulAIKIN',
<br />_ , 'RS, AS iANN)FACIURE;) PIT CA
<br />/:' 0 . )/a' CALK AKHU INC
<br />-WCIEP 81 III 1--�1-i'KIN, FINERL PERMIT IS ALI tCl T ,
<br />I:
<br />- , / _PA - S/4- SOLID-%F1 ANCH(IRS. A6 DISTINSUFTr lr� All POINT CCPFW. WA7 & SPEClA,TY CG
<br />,,, ,,,-,Uw P")
<br />.1 (n) THUS PRU,UlPC.T �VAJUAPOh OCCLUENT (F C D I FIF(FAM af THIS EINGINCEP IS CiENEFCC MC DOLS NC� PIP.Ml INPIIRWIXN
<br />,.HE
<br />01O PANEL., ".. NO & PANELMA71i PLUS ANCHORS AS NMjfACFIRtV HY l MW.-RU,O(A PRCCUCt`
<br />FOR A �CE -ECIrtr FNICUl ,v WHERE THE SITE �GNUW,NIT DEVIXFE r" pit,
<br />. 114-0 ZAAAAC NAJLJN -CHOPS. A. WINUFACTILRED BY DEWN.T FIC
<br />lb� L111,111TALI UP To Of wpoNs,kC,r r-A THE sikl!CT�nU. PORCHil MCI INSTAILAT(OPT INCLLDIAG LIFE SAI'll CF T,,� rtlCVUf:T
<br />10,34' ON THIS PLO PFPCl HEYSWE 0(l 40 OEVAIF IPC,W THE ��Olil 1)(1A]Irl. (N PWI D(AlIMINr
<br />A' MW11VT!1N,FMe�DMENT OF IAPCCN ANCHORS INIO POwRfV (-QNv.ETr �jlliill IT$ 1 1/1'. 2- l fIL0 PANLLW-,f. ME'
<br />CONSTRUCOON ',AFL,y At WE 13 THE COFORACtORS RESPON51BILM
<br />-14 11 OR .Awl -LIN ANCHORS
<br />TO THIS PPQOL,CT rVAITATION OD-1IMENI LOU BE CoNSTOrRro NI IF WDOIHIC
<br />A 21 CALK IN & SULJO 91 ANIl SHl Mr tMUfulwil Ila- INTO IFF. CY,owl, CONCAl NO FUMFOAl INTO
<br />SlUG(0 SIHki 91 Ivflitlil 1/4' 0 20 SCREW!, OSLO !Uitill Of I 1/2' LONG MINIMAL E•HOLLO SIIICCrN kX;'l
<br />(d) SIM 'WfIVIC f"R,'),IMr1 SHALL OF PREPARED W A 1`10RICA REtillil UNGINTF)i (IR AFl WPKI, WILT 811.0ME P0
<br />AND I' VIRGI TOFf WALL', WITH Ill S!Ll JUND WAY Of HEAUl !PCITIEWS OR ALL FITAll 5L,RVA,,S W,,'n HtAC,
<br />ENGINEER OF FOCCAC (E 0 Ii ,I FULL IMF PAl ANT, Ill IF a YE RENCIONSil FOR NE
<br />011IT will. WIND NUTS
<br />PFRO11' A UILE ()I tW PC D FN(J1NjfR OP FICCIRD. MING A% A WiF,Gll F,NG'FFEER I G , w
<br />F F El t WITNC CR � SHAII %PJAMIT TO -HIS III 14C SITE SPFCWK' CRAWINNG'i KR AL
<br />A 1) IN CASE H.r PlIfCAISI 57CAL. Ppt,:ASi UgHCRIM PANELS. PAPI,ll STUCCO Off III OOAl RE ;OIJNO ON THE
<br />LIT 5,71NIG WALL UP. CUOR, MC-1 S-T. OF IOW, FJ1&1;3I- It; RIMCH till MAIN STRIATORE BEHIND SUCH PANELS
<br />(,.I OH15 VEO '.,"ALL &1AP THE fill AND OWIINN, 'AAt AMC) ,w,NATtjRL ')I THE PR(JIIISSKMAI
<br />ANCHORAGE SHALL. FIF k% UEN"'UNIll IN AI) MO IN A il)
<br />k NL.i4NLLH Cr 4FCORTT IRA( PREPARED IT
<br />'
<br />IP) 10 CMATIN COtIERCEIL AIM ASN C-il
<br />I
<br />14 SHUTIrA CACTOPER'S LADE( SHALL BE LOCATED ,j A READILY VISIBLE LOCATION AT STOAM
<br />"
<br />-El
<br />, - 0
<br />- /4 TAPE CN ANCHORS AS 11�-,1ACIURl [it I 1 w BulUll Ic
<br />,'MANI
<br />li,All S, TT[R'IN ACCORDANCE WD11 SFCT:ON 17%. 4) 2
<br />A " .OTG C 30C ONE LABEL
<br />P)LAILL K PLK,CD (09 (WRY OPENNI; LABEL Ill I (IPC�PtLl 'wC'1qZDA= 1,09 9 3 ')I t.t
<br />1/4' *. ?,' Cjl AK'HOIM, AF MANUFACTURIJ, a, Will INC.
<br />fLORICA BALN14C MODE,
<br />/4'•
<br /># A�,, 4 SCI-E-SE'T ANCOOOS, AS DISTRftTED 0, All POINT VPC*, DOLT SPLIIALr, CO
<br />I
<br />1 4 in I'Alit Ai FTMf ID MO PAPPECIALTE PUS ANC11OR' AS WNUrAZTT`UREV SS, -ILL(. ':0P*'N1JQTC11I P40
<br />sl�illfjf,pl , ,
<br />- i/q* 0 ZAMAIC IMl ANCHORS AS MMLFACTvRLD @� DEWALT. ,W N,,P!.I,?,jk A,
<br />Titz
<br />NIP
<br />. ...
<br />-"-,1;*_-.
<br />V ,I 0,,,,4,M (Milt -IN, ,,I J,V•r _UN APWH119l RICO 1ANT"LLOATES AND ZAWC NAH-114 ANI..O.. 1111,1 THE 040�\CEN
<br />8L(XPI INIT S.IALI BE I 1,1. . it ..*
<br />IV, FLORIDA BUILDING CODE (Morl Mig a*
<br />h Velocity Nor icarle Z -
<br />9 2) CALK IN 3, S3t'E) SE- MCHOPS SHAI., 91 Clit 1/8' INTO THE CONIC417ITt 81,011 JILLY I() ,,kvj'EN1Ijk44
<br />I&
<br />7 . ,
<br />14
<br />.- I. IF'. -
<br />- --- __
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />I I
<br />- .
<br />STPJLT.�? S W., BE FIRlit 1/4- 0-70 SPRE"Al" USED SPIAL_ BE - - /2' LONG MIN44W STiO,LD 1�,�_l t"ST *
<br />-4 ---
<br />/
<br />_0 ".
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