|
m bulim I� 3. -
<br />ON s1w.
<br />CaMORTE
<br />WALL ANQ FLOOR MOUNTING INSTALLATION
<br />FOR
<br />=70.
<br />4 - __
<br />(Su I&NO)" ON
<br />SEUT PANELS
<br />a. 0)
<br />T"=
<br />Palm
<br />j-4-7=7i
<br />COAzAr`f AND,
<br />DEE SCRONU
<br />ONINOT56.0)
<br />T
<br />r 1-1, IT T!-m
<br />EWE OF wALL
<br />LF 31 01 AL
<br />F,,V, mmCK
<br />4 /1. --::!- - In, 11
<br />___ N1 , XW OOMP" ON a." L-A 1
<br />W.IED FILLED on"
<br />fit
<br />99 1 "1.-1
<br />DEtAtLJ
<br />mc� I A .
<br />MOTT .
<br />EMMONS ;. 31
<br />� 4
<br />PLLIC KLOCK
<br />p MOU,
<br />_T ------ AMP,
<br />Y6 �t, vw TOP, A
<br />MULUON SCHEM"
<br />Mo.,
<br />SAIM(UFLL)ft
<br />REOUIRM MI.
<br />TUBE MULLION
<br />I
<br />I' . Y . I/Ir
<br />4'-fi, TO V-a'
<br />r . 4* Ila`
<br />t. 5'-8' To 6`- 1 a"
<br />2
<br />> tv-1v To a' -a'
<br />r . a' . 1/4*
<br />R1111
<br />NIED
<br />=ION I
<br />SCALE 3/6-1-
<br />NOTE'. MI CAN It
<br />, S�M BE 045TAMW�0 STOR PANELS ON TOP
<br />OR 80MI THAT a IS I Top OR W"OV or OPEMW
<br />(ONE FIANM OPENING W/ TUSC'TOP & WITOM)
<br />7
<br />r r-tat 2
<br />T I-T-1 -It -1 1- 1
<br />III-11"JI 1H IN
<br />L L 1 i 1 L
<br />BIT
<br />T 11`_
<br />A
<br />"I Nei 1. i WIN v
<br />L_ KvLuON ENA DOE MALCK
<br />_4;_
<br />SK9 UQqjE* U&MON
<br />SCALE I/,V-I' r-zkm
<br />N.�o E44:
<br />F No. 44167
<br />FLORIDA BUILDING CODE (High Valo"city, Hu can. Zo
<br />m`ECD. iNC,
<br />20 SAGE GALVANIZED STEEL STORM PANEL In,
<br />0 �LOBAL PROTECTION PRODUCTS. LLC.
<br />I'm
<br />INC. MIND` siv, 61 STREET -
<br />'040 fl- I""
<br />'6� FAX'. 20-176
<br />Pz, uAlfawtowo'n,
<br />WALTU VuJT RE
<br />rw LN. A -57
<br />INSTALLATION DETAILS FQR BEGULAR PANELSCI) & (1-A
<br />INTO EXISTING W9OD SIRUCTURES
<br />-ic we*. m" ADOEA" 7
<br />DAimmoota-
<br />p 7 4�� TT:
<br />till
<br />A Vr o.�
<br />I W V.2-
<br />to SMAXNN�
<br />WALL MOUNT!
<br />INUALLAMON - ALTERNATIVE 3W
<br />SCALE, 1/4- 1-
<br />muiLu-m MOUNTING
<br />INSTALLATION - ALUR"AUU-0
<br />XeCK Ma'
<br />SCALE: 1/4* 1*
<br />CLUJNG & IL-MOubm X" FAMOR IdOUN7JN
<br />WALL MOUNT NG INUMIAMN - At TER#A= INVAUJIMINS - ALTERNATIVE
<br />(SCCWN AT TOP IS LIMITED TO +55.5-67.0 MAK, SCOLE.� 1/4- 1-
<br />INSTALLAVION - ALTERNATIVE A.S.O. DESIGN PRESSURE RATING)
<br />SCALE. 1/0 1*
<br />A _r-
<br />F-1 IT____4
<br />FLOOR MOUNTING
<br />INSTAILLATIOtf - SECTION
<br />SCAM 1/4' - I'
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS W" A.S.D. DESIGN LOADS
<br />TO AND PANEL'S
<br />UP +55.5. -72,0 p.s.f, LENGN UP TO 8'-8', RIDA OUILDINO CODE (INigh Velocity Ntir cone Zone)
<br />21 FOR NEW WOOD FRAME CONISTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL No, 4167 x3o mnw. INC. 20 GAGE GALVANIZED STEEL STORM PANEL F�P.
<br />ou"Of fir,
<br />z*!
<br />ST MORAL PROTECTION PRODUCTS, LLC.
<br />Eof I 11LIECO.mI
<br />etc Ev. 5. sirm
<br />TOP & BOTTOM MOUNIINGS CAN BE "ItAiT ImTr VIN COMPANY aww� m X01"Ime-ro,
<br />COMBINED ANY TO ANI g L PNDME, 1w)INIII rm. 20-176
<br />N WAY SUIT
<br />'m J_m
<br />INSTALLATION. I am
<br />15-11
<br />MAXIMUM A.S.Q. DESIGN RUSURE UJING (u.s.f.) AND CORRESPONDING
<br />MAXIMUM EANEL M I! SCHEDULE
<br />WXNLW A.S.D,
<br />DC1I%.fr1,T
<br />. '.
<br />I'* A"1104
<br />;-p7Lvz1 To j%S
<br />CONDITION
<br />rum Im
<br />a, THEN
<br />.55,572.0
<br />7'-r OR LESS 2 t/4'
<br />u"MTW
<br />nms&7
<br />.35.5. -72Z
<br />�7,_y To W-W m_ 47,
<br />UNROLTEV
<br />i THIN) 0 & 7
<br />.MO. -72.
<br />10 -.
<br />12'-� OR LESS I
<br />' OOLAT'1411%f Na"
<br />10
<br />- smim */ ljew-ml' S.S, " at wroma 47 maw a "Lam Or PANEL
<br />(VALID ONLY FOR PAINIELS(I-4 6-A)ASPALATONS AS PER SECTIONS I TWAJ 7- ON SAEFTS A & 51
<br />MAMAKIM AS 0.
<br />WA*VM ANCHORS SPAC14 FOR ED, - 3 11r
<br />DESIGN
<br />APPUCAILE TO
<br />stimom IT It MAxwu PANEL
<br />TAPM
<br />a TAP-mp
<br />CMx_.
<br />PANEXAMTE FINALE M
<br />PANEUKTE ft"m
<br />PRESSVRE
<br />RATING (PIA)
<br />To
<br />I to
<br />-�
<br />I. -ETE
<br />CONCRETE
<br />0DO.
<br />1. -1
<br />10 CONCRETE
<br />CONINIM
<br />8LOCK
<br />TO CONCRETE
<br />i
<br />ANN CAWK� UAKI
<br />- -
<br />"/A
<br />5.
<br />AVA
<br />4'
<br />.1A
<br />1
<br />4 (TOP)
<br />N/A
<br />K/A
<br />6
<br />a.
<br />(surrow)
<br />a'
<br />N/A
<br />N/.
<br />H/A
<br />a'
<br />I N/A
<br />/A
<br />61
<br />N/A
<br />2 (Top)
<br />k/A
<br />NIA
<br />N/A
<br />r
<br />IIJA
<br />N/A
<br />w
<br />NIA
<br />2 (BOTTOM)
<br />-55.5 -720
<br />e
<br />N/A
<br />V.
<br />/A
<br />a.
<br />W.
<br />a
<br />N/A
<br />S.
<br />IN 1A
<br />3 & - raw) 11-S, OR LESS
<br />OR LESS
<br />-
<br />6"
<br />5�
<br />N/A
<br />N/A
<br />a'
<br />v
<br />6'
<br />r
<br />I (WiToNG
<br />__
<br />-
<br />-
<br />N/A
<br />a'
<br />%/A
<br />N/A
<br />5"
<br />N/A
<br />A,
<br />NA
<br />A
<br />6'
<br />6*
<br />N/A
<br />a'
<br />7 (w)
<br />I CEGTH`�,
<br />N/A ;
<br />h/A
<br />v,
<br />. I/..
<br />" 'w�`T1,
<br />A
<br />(Top/w"w)
<br />SET SAMIS 10 A It FOR ANCHM" TYPE & VACM FOR INSTALLATIONS INTO WOW FRAME MADING.
<br />MINNal MOOM SMOVIDS AMC 10MINUM CODE DISTANCE ARE 94WATM ON IRS WMAX PON C.O, LESS
<br />�Ajica ON SGRECLU NVOM ANCHOR SPACM In IAAIftYHC SPAM S40W ON SCHECVLE NY
<br />THAN Mar
<br />INE FOULDWAD rttCTEENS act INS OPERATION TO BE POSSIX.1, AM"I'm SPACING WITAINED LSI0,4 FACrOP
<br />NOT K LESS TION UNWO SPACING WDXATED FDA FACII ANCHOR ITPE AT ANOMRS Lbathb.
<br />AND= Tft
<br />I/
<br />Nww-ft
<br />oafiwof-
<br />PLVS
<br />,
<br />- W-1.
<br />2 1/t
<br />3
<br />3
<br />3
<br />-3 /2
<br />ILA, I= zl;
<br />mm za "K MOKO
<br />MINIM
<br />2 �W
<br />SEE SONTIMILE
<br />L- -----
<br />1/4' b 5ta' LONG INILASS &AMAIG
<br />W/ SS, VS. 0 $ 1/4' CC
<br />7 PAIa UIMPHIS VP TO It, -13� AND 9
<br />DO FOR LENGTHS UP TO 8' -
<br />Pt9E
<br />IMAiNtED
<br />&�j
<br />OR aft-D PAN0JAATT FEMALE ID DR
<br />NO
<br />PAN TE PUZ * 12 t/V M C W� I
<br />:l 2"" THoc-m Powntom AT
<br />OF EKISTING *000 PLATE MR
<br />Al kENGIRS up To al-e v=
<br />KOTES
<br />1. INSTALLATIONS ARE ONLY VALIO FOR BUILDINGS WITH A,S.D� DESIGN LOADS
<br />UP TO +55.5, -72-0 PSF AND PANEL'S LEWTH UP TO W-S'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE No, 2. w/ spconc DENSITY OF o,55 OR couAL I
<br />TOP & BOTTOM MOUNITINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />;.4101VAR mig -
<br />IMMUM81110 �
<br />SEE SCHEDULE ON SHEET 9
<br />VOR Mi� SIPARAII
<br />TO MASS.
<br />cvm
<br />!7j
<br />43 -
<br />2'0' PLATE f OF Pim
<br />NIMROD
<br />T
<br />ED
<br />-OM
<br />augum 1w
<br />SCALE 3/8-l'
<br />ED,
<br />Fol_
<br />E0 F-
<br />ED!_
<br />Auto Owe
<br />ALuimiliff-m ALTERNA71VE AW
<br />SCALE 3/e-i' SCALE 3/6-1,
<br />tLTEffNAMyr6 WOQLMNS
<br />IE : SWITER TRACKS NOT 54OWN FOR CLARITY
<br />INSTAUATIQU
<br />DMIL$ FOR REQULAR PANELSa
<br />INIQ EXISTING WOOD STRUCTURES
<br />A
<br />7/8
<br />I�Io PARELwr PLUS
<br />1 1 o4zwl
<br />a
<br />6 4
<br />�11 �1
<br />IZPLUS
<br />ON 1.
<br />11 , T." I
<br />ExLEING WOW HEADER
<br />ExISFING WOOD HEADER
<br />EC51% W. 141ADICK
<br />7
<br />Lk
<br />WOOD HEADER WOOD READER
<br />2
<br />Vl�
<br />REGUI RfmulftEv
<br />REIT
<br />a
<br />sm Solow ON
<br />s"m
<br />DID: sugua ou
<br />L
<br />wft...
<br />OLADI�
<br />FOR � sE
<br />$1EAMADON
<br />TO Gon
<br />-To
<br />4 PANEL LENGTH
<br />(SEF, NOTE 1)
<br />INIEP
<br />UP. PANEL LENGTI,
<br />(sEE NOTE 1)
<br />=111P
<br />imm PANEL LENGM
<br />(5E.- him I)
<br />N
<br />OF 'L
<br />OF 1:
<br />MAN
<br />ON,
<br />7n7,7
<br />r.,L4 I"
<br />a .2 '/2- OC,
<br />W
<br />E...'
<br />ED- .... .. 1- - J
<br />L
<br />4
<br />ED
<br />LAG SCREWS
<br />e oz_ w/1 1/21
<br />2*.4' 2*-4' *000-I!0TE
<br />REQUI 1,.14!-. -C VATE PIUS
<br />RED REGUIRED
<br />W/ 1 7/8'
<br />2*.4' wow PIA!Iki
<br />REOLIVIED
<br />MW THREADED
<br />PENETRATION -AT
<br />um*mTs OF PLATE
<br />THREADED PENETRATION 6
<br />VE'D WIDTH OF PLATE
<br />'f LAG SCREWS 6
<br />�t -.C.C� STAGGERED
<br />�14 1,& 2""
<br />AT mmww. OF PLATE
<br />DIRECT MOUNTIANG IN. ION
<br />ALIERNAM DIRECT M0UNj,J,%MOp""
<br />SCALE 3/5-1-
<br />INSIALLATION DIRECT
<br />MOUNT NO
<br />AARWHOW
<br />INSILL&M
<br />NOTES
<br />SCALE 3/8-r
<br />SCALE 3/8-'
<br />1. JNSTAUATIONS FOR ALTERNATIVES OW, OW & IOW ONLY VALID FOR
<br />"tkItIll N#$
<br />BUILDINGS WITH kSD, DES" LOAD$ UP TO +431. -48.0 p.E.0 AND
<br />PANEIL'S LENGTH W TO 12'-e
<br />2. POR NEW WOOD FRAME CONS7R=1CW WOOD MEMBERS TO BE SOUTHERN
<br />......
<br />PINE NO. 2, SPECIFIC OENSff� OF 0,55 OR EQUAL,
<br />E
<br />FLORIDA BUILDING CODE (High Velocity Hur learitt zorw)
<br />W/
<br />41b
<br />.*E
<br />02m Tkilco. INC.
<br />20 GAGE OALVANIZED STEEL STORM PANEL
<br />fp.
<br />ow4
<br />TOP & BOTTOM MOUNTiLNGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT AKY
<br />sl r'-Z-4"
<br />s".
<br />11L 1E C 0 GLORAL PROTECTION PRODUCTS, LLC.
<br />INSTALLATION.
<br />TILIXT TESTING
<br />CAW- m 15314
<br />20-176
<br />1 AIL.
<br />PAID W-1-
<br />PHONE FA.,
<br />AN.TER A, nLir j" P�E
<br />4162
<br />Smart w or n
<br />C/)
<br />>
<br />0
<br />0
<br />0
<br />0
<br />L_
<br />C -)
<br />C
<br />(1)
<br />=3
<br />-0
<br />CU
<br />0
<br />0
<br />-cu
<br />-0
<br />U)
<br />-0
<br />0
<br />=
<br />0
<br />am
<br />q
<br />0
<br />m
<br />=
<br />0
<br />.0
<br />--s-
<br />CU
<br />LL-
<br />,-
<br />0
<br />CU
<br />>
<br />U)
<br />'F
<br />-0
<br />a)
<br />Cn
<br />E
<br />L_
<br />a)
<br />-4--f
<br />CU
<br />0
<br />110-
<br />CD,_
<br />CONCRETE ANCHORS CONCRETE ANCHOR$ FOR CONCRETE ANCKMZ SIX scittomf ON SHEET 14-_
<br />(SEE SETIMLE ON (SEE SCRIM)ULE FOR Wool) SCAIEN� SIDE SECTION 44 SRW 'a j AL ALTERNATE
<br />104N 4 L1VIlNKI1(_Q'N .
<br />SHEET, 16) 11 ) 2 IW/15 OCATTON INSTALLAT19N D-1 MON f I EQ8 UEE SAEETY STORM PANELM-UM
<br />1/4,, VA,, 2A/4t 3/4 OR 4/4 r*1 -4.,
<br />0 CONCRETE ri 1H .4 08-
<br />POMO COMOZ AD, 2 & IW/15 END PAH�L AT END PANEL LAG SOMEW, 0 If O.Q
<br />-50a, ww"m _sw STUD$ a EVERY INIQ EXISTING W_0QQ SLRUCTURES
<br />I-TUT-T- F I I OVERLAP
<br />POURED CONCRETE 0. C.)
<br />'T wi�. (CASE 1)
<br />STLIDS 0 EVERY
<br />rsix SCHEDULE a*- 77-1
<br />_TT 1/2'OD,C�)
<br />F ....................
<br />Fi3 P 2D
<br />TO CLASS I I I --
<br />_4
<br />J_ cot
<br />I I I. l"no
<br />STUD 0 12 1/2 1 i - - i i Q U)
<br />Toc SEE INTERIOAk PANEL \-END f g�E t�,, I "I --
<br />PANEL 1/4' a SET -INTERIOR Z;��END PANEL lot_
<br />i 1 1 aj=tE
<br />NO PARELI NwP
<br />IF. F.CS69.. SCRANATON I 1 1
<br />01i
<br />-A i
<br />5/6' Min (CASE Ih OR 0-,z SCHEDULE IT scinou it OR GONE
<br />I Ile w, I- k" ( �JLJ MR 19.1 __FOR 140.1 13
<br />Is" as 'p.1i CW ANCHOR ANCHOR
<br />CM DO 2/1 OR DIRECT MOUNT SPACING SPAM
<br />>
<br />CIO
<br />NEAM
<br />FANam
<br />At 04 DETAIL I WAUM MOUNTING INSTALWO (APPUCABLE TO-SOEOW" PEWL, 2 MOR NIN INSIAU91ON (APPLICABLE IQ SCHENLE 2) 0
<br />PoLm COMIJ
<br />0 (ALTERNATE WITCH SCALE. 3116* - I,
<br />.1 END PAWAS)
<br />ALTERNATIVE I ALTERNATIVE 2
<br />3 (15" MAXIMUM A.S.D. OESIGN PREMBE RMINQ (AAA .) AND MAXIMUM &S.D. DES GMESEQNDING R 0-
<br />NEP 6",
<br />OR CONCRETE MAXIMUM PANEL LENGTH -C-HEDU
<br />BLOCK WALL 11 L LI - CORREMONDING MAXIMUM ANCHOR SPAGIN9 SCHEDULE AT
<br />REXAMI'm
<br />/4. 2/4, 7A14, 3/4 OR 4/4 +1. 2, & �W/15 IMALMONS INTO CONCREIE A CONPREM 81.99K STRUCTUR
<br />+I, & 1w/ ES
<br />ALTERNATE LOCATION SMAC0.
<br />'ON LIFE SAFETY PANa - To MAIN
<br />f AREA W/NO LIFE SAFETY iw- MR ww,.
<br />PANELS LOCATION NOTE IBELOW) 1 1 SIPARA10.
<br />W/ OR w . m &I PPUCJ40LE TO -Sto, -7z. w-e 10 CLASS
<br />f L. RECULAR PANELS & UPCDN OF MIT -IN PANDIMIN MINE 0
<br />(SEE NOTE I DISIGIN TO To 'a C SECTION- IF ED: A
<br />L W/O REII TRACKS ED
<br />uElow) LAM PANEL C) TO BE INWALED AS TO PLOCK To To COMBINATION LENGTH V In.) W OR
<br />I at= BLOCK OF THEM
<br />Do FIE ANCH LIFE SAFETY STORM PANEL OPENRIC SMALL -'a E COAMM CONCRETE COW
<br />(,NCkA CONORCHE COMMM CDNC*ETE WE SHEET 15 FOR ANCHKAS TYPE It SFACING MR 071ALIADONS INTO *000, FEMME BUILDING.
<br />Or SCHEOLUDC""s J
<br />A RATING
<br />14) 'C"RED CONCIRM QPTION #1 EOR LIEE S6E STORM 'GIMIS BE le*=* MININI&I ARCHC* SPACINGS AND MINN" EWE ONEW= AM 1140"T170 ON TI14 SCHMILE Fait
<br />N/A
<br />-0
<br />SHOWN ON SCHEOME Of THE FCUJDPM FACTORS, FOR TIRE OPERAITM TO OE POSSIBLE
<br />TOM) 5-0, OR LESS
<br />OF SMILICTIVRE
<br />,.,I T;�" , N/A N/A r N/A 6, 1 & 2 (TOP) ED. LOS TIVIN MCA1W ON SCHEDULE REDUCE AND'001t SPACING BY MOLTIPI SPACING
<br />IF N/A 6' N/A
<br />RM*CD- -ON FANEL (1) & QA TO BE INSTALLED OR REMOVED FROM INIAGE _710
<br />.E
<br />REDUCED SPACM OffIANED USING FACTOR SN" ACT INE LESS IIAN MANDOLIN! SPACING
<br />'NOCATED FOR EACR
<br />6' N/A N/A N/A C N/A S' N/A N/A I & 2 MP) ANCHOR TYPE 10 ANCHORS Imm, am RATE 0
<br />+S" -72,0 REQUIRED
<br />ELEMA110 I L_
<br />WALL MOUNEW INSTAINIA11 WALL HUSMAUNNIM SCALE 3/32--1- 9' b" a' 9' 1 11r c, 1, 1. 9 1 (sortom) 51-01 TO 7*-e OW= TfK t/4-. 1 1. Ile. I �e!
<br />1. Amdxmmr
<br />SECTION I SrALE" 4/8' - I' - SECTION SCALE: 1/8' - I" N- OAP 0 OGNP .55.0 -72Z - N/A N/A N)A 6" N/A 2 & 2 (TOP) TO a MANN ynmx to
<br />SO �t a" 41
<br />z 3
<br />I� UEE FAFM SPORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST, OR L457 MOO.) 7=_ ___4 481 ALTERNATIVE ALTUNKIVE
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION 114 BETWEEN END PANELS). Mantmo "LIM
<br />LIFE SAFETY It" PANELS E LOCANO'k RE 011- W/
<br />PANELS MAY OR MAY NOT BE INSTALLED AUNCENT TO RECULAR PANELS HOPE INDL, 'Irle.
<br />ii� 74�
<br />(W/ OR A/C REG" TRAM.) SEE NOR 1) M&BON Do U)
<br />';a
<br />___7A_PM HNOM MP IF AMILO APPLICABLE I E W9OQ FRAME ONDITIONS & ANCHOR LOCATION
<br />ww" Aso� To L.
<br />2. LIFE Sk PANEL CONSISTS Of 0,039' GALVANIZED STEEL STORM PANEL AS SECTION 8-1 DESIGN SECTIONS 0 & MAMMUM PANEL si- 1/41f-20PANTUAGE FEMALE M CA ALTERNM
<br />PER CO SWEET 2 OF DRAWING. PRESS.W TAPCON CALIE--oll NNY CTCHARINATV LENGTH "L* (ft) PONELM01 Paz 0 v OX IN
<br />T F, TSELF TO BE REMOVED OR INSTALLED FROM THE ASDE OF tat $1 SrXE- 3A' - I*
<br />HIS 3/32' TO TO To OF THEM DVANDIXT PEREPIATION 'a AND X.�
<br />STRUCTURE. Dozen: CONCRETE PLATE: NOTE , SNffm IRACKS NOT &"am CLAMT,
<br />jAr REQUIRES TOP TRACK TO BE COMPONENT(D& BOTTOM TRACK TO .492 �61.5 3- r 4 1/2' 4 �lr 2 (BOTTOM) 7'- 6* OR LESS WALL MOUNTING INMALLAUTION
<br />p,. TlLt/pl% +52-8 -S&O 3' E N
<br />J. LIFE ENT�AS NG. OW .......... OR LESS Lu
<br />BE C=1 PER SHEET 2 OF THIS DRAM 4 2 (BOTTOM) 7�6' OR LESS
<br />. -6 ALTERNATIVE 1W
<br />COMPONENT SE INSTAILUE - SECTIONS I & +55-0 -72.0 2 1/2 2 1/2 41 3 1/2* 2 (BOTTOM) 7 No. 44167
<br />AS WELL AS D WALL OR FLOOR MOUNTED MI_LO*NC �t!k C -
<br />2 ON THIS DETAILS I & 2 ON SHEET 14. 4MN . LENsC` AIIA SCALE. 31W - A
<br />High Velocity Hu came Zone) 0 0 2 1/2' 2 1/2- 1 N/A 2 (BOTTOM) p7'-6* TO 0'-0'. FLORIDA BUUING CODE (High Vql!clty mu loans Zone) FLORIDA ElUILDING CODE (High Yeloctly Hur [cane Zonm)l
<br />FLORIDA BUILDING CODE TO :r L7
<br />FOR COMPOND44Drs 15' z . %D.
<br />WC.- ANCHOR SPACING FOR COMPONENT (IDANCHORAGE AT BOTTOM IS cNEN ON CLmm AC. N/A N/A 3- 2 (Somm) �7'-6' W-B-1
<br />SC"EDULSS &)& Z SHEET t4. 20 "a GALVANIZED STEEL STORM PANEL Ulu. 11,41." 20 GAGE GALVANIZED STEEL SIORM PANEL rp STEEL STORM PANEL ONANN at;
<br />DqwN In, 20 GAGE GALVANIZED
<br />COMPONENT MAY BE PERMANENT OR REMOVABLE. INA" at, 1, OW&LAMAM An ONLY vxLm MR MALIANGS WITH ASA), DESON Up' TO �a 1%. -1
<br />%
<br />S. SEE OtTAILS MR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHECTI 15 GLOBAL PROTECTION PROIDUCM LLC, 0`/N""D"` .55,5, -'n.O pd AND PANEWS LENGTH UP TO W-e, GLOBAL PROTECTION PRODUCTS, TATE,
<br />OR MOR& PROTECTION PRODUCT% LLC �s 111M1EC0,.,. AMC SA0, 51 37 IREETT
<br />:Alt Wl=
<br />IILIECOI:N 7C\ IILIECOtloc- z Pon NEW or OM WOOD VENOM 70 K SOUTHERN 7 COWANY -176
<br />STREET FRAME C
<br />6- SEE SHM 4 FOP OETAIL APPUCA13LC TO THE NECESSITY FOR THE WALLATION OF TILLF! TESTINO A 3U!`Cl54)eMIDE1 20-176 ANE FL 3331.
<br />141M (1.3file 150� m ra. 20-176 PANE 4.� SPECIFIC N54TV 0�50 09 EQUAL Ilk- WNE to Oww 20
<br />Atm 1 .1. atyNM-73+,-, FAX�
<br />TO STUCCO/WOOD SINDS, 041" _1121 P <
<br />4400 S* 51 &W, 5 sww
<br />FACERS AT TWKS INSTALLED ADJACENT AND BEYOND -TY st�r lot Ve _i; CROAK w
<br />CA -MI'"% -- ONAMK No PX, SEN./S*WVRE/OATF PE SEA& -Omni t
<br />V�L pml�.. �_ �._ - -raw I par'.. OF 20 " ft.. PC vmm . __j
<br />*kTIA A. *=ZA, 41. FIX W=A, ILL *1 , -7 1 INaIm'It of 26
<br />_4 4 4, - 11 1.- 1 - I , , WN J.'r I - f 0-
<br />SHEET NO.
<br />SH 1.1,
<br />
|