|
as
<br />WINED-
<br />CONOMOT ANCHOR!
<br />m rQm� : n
<br />N
<br />1/4'
<br />Mot.
<br />1
<br />I
<br />1 1
<br />KMOU
<br />i
<br />1
<br />Nislf . A N �_�•
<br />WALL AND FLOOR MOUNTING INSTALLATION FORmix
<br />['q
<br />SpLIT PANELS w,cE,E RID•"+ ILE'u•D+t
<br />% (S}l PLY INN
<br />pYIALnw
<br />Z V2
<br />® r TM/NALL,• ~ 1•
<br />�aN2 1/O . al6WA FIT DORMICE
<br />FLUID BLOCK At=
<br />a 1/2* qONem OR
<br />t
<br />SALE: 1/4 1• . M { -) 1 1 1
<br />DETAIL 1
<br />Nr vAN' • -r - PNa % '
<br />a !OWN �rR®1/N 11{A4 Be Ol 1 / `�-'�, .LLOI • n4 NR{,y(l b L fQ°
<br />Pip w/r-p Nr 1 �" 1'•cwA ]
<br />I
<br />1
<br />2w.PC= 21
<br />1
<br />tw i ol r -Jr--.4 -'c�6.
<br />w/r ]
<br />tmu ,N/N.Y E 2
<br />I � YQVt/••q'-r
<br />AAn HIRE
<br />[ rime 3 . N \. Na3„vtr" aK) tn'- - n• tL - L-�I., rNual NwI • DO, wuN \:
<br />SPLIT STORM PANEL ELEVATKIN
<br />ELF1f�tl E -1-
<br />SCALE ,/4'-1' lEEIJJC7� SCALE 1p'-t'- - P � yI�A SO17F 1/6•.1•
<br />DOE a
<br />em m•'I1611I°WO,I)
<br />Ytii I IflAI C(=YEM11 �
<br />Cm NGOR3
<br />E m®uu ,,.M[NNNNW.
<br />Mw. MULLION
<br />SPAN ill.) •
<br />WEOLPED RIP.
<br />lUlE YULiNON •'
<br />> 4'-S' TO W-S'
<br />2' = 4• . I/6•
<br />2'.4•. 1 s'
<br />SECTION 1,..•s aRENRo
<br />SCALE 3/6-1•
<br />NOTE: MULLION CAN ALSO BE INSTALLED N/0 SfORY PANELS ON TOP
<br />dt BOTTOM SO TAT IT iS DCATED AT TOP OR BOTTOM a OPENING.
<br />IONS PANEL CPEEIG w/ RUES TOP ! eOTTCM)
<br />.:l - L•:. NMI:., -III
<br />PA RR'm'n
<br />rRl1 Ill
<br />'
<br />ARID
<br />IceN
<br />i
<br />�oq�¢ ': I
<br />A OAt
<br />--'-----E
<br />1 WALL MOUNTIMIG
<br />BiSTALLATION - ALTERNATIVE 3W
<br />'T
<br />i1 SCALE 1/4• - 1-
<br />e.A-M1
<br />. ,. m-
<br />.wel•mta
<br />-L, MODU
<br />R■TALLATHH4 - ALTERNATIVE 2W- ALTERNATIVE
<br />SICA L 1/4- . 1-
<br />MOTES
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-6".
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />TOP t BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CODE
<br />r
<br />CEBJNG A FLOOR MOU1MNG WALL ! FLOOR ITE R TIV
<br />INSTALLATION - ALTERNATIVE 4W INSTAL An= - ALANATIYE SW
<br />(SECTION AT TOP IS LMRED TO +55.5-67.0 MM. SMALL• 1/4* - I"
<br />A.S.D. OESECN PRESSURE RATING)
<br />SCARE: 1/4• - i'
<br />A-y •ILww. 1
<br />rr•.so oaA
<br />1 No Rawl A+wY
<br />FLOOR NOUNTIING-
<br />INSTALLATION - SECTION iAW
<br />1111 1/4- - 1-
<br />CONCRETE ANCHORS CONCRETE AMC"= FOR CONCRETE ANCHOR& SEE SCHEDULE ON SIM I.,
<br />(SQ SCHEDULE CN-\ `.; w 1 CH r- MR wm saw SE% SECMON oN Her 16
<br />t, A 1W/15
<br />SHEET ») SHEET ,a) tw_ IA 2/4. 24/4, 3/4 OR 4/4 1. 2 h 1W/15 3• �
<br />_I POUED CONCRETE __J -
<br />POVRD CONCRETE-
<br />RolNlm1U. E J] [�R -1t 1 -11 E �11 -1. J1
<br />. Cant � Cw,t
<br />�eQ- l T iT1-M-1--
<br />1TTTT 11fT1-1-fl '" TES PRET 4 ED WN� � (INTORK (IND IREL)
<br />Kral III. 5OAM3ON InJR m'a/sASS M,a' l0 gLAA9SSS �1e�,/i�ee. E �'e° 1/x�°.c. 3 t It
<br />[tti
<br />ttllti_t
<br />s M/1s wr law (CASE Or- � 4 ®INnB___,I,t[ovat',q saEw L... (wE q( ro-- -- - -
<br />roOJi a 1/2' ol. ° DEC. x/14)
<br />I (37 � T11- T �-
<br />A(ft00
<br />MAU„I4 B
<br />( > (K/rANA" 1DGT10N
<br />POUREDIft CONCRETECONCRETE. � � T (14)
<br />REDAVIED
<br />/4, 2/4, Z►/A, 3/4 PLR 4/4 1. 2. A yw/is 1. ? a 1w/15
<br />' I I AREA W/MO LIFE SAFETY PANELS._. _ LOCATION OF LIFE ALTERNATE LOCATION
<br />ON LIFE SAM PANEL L
<br />(SEE NOTE 1LELOIY)
<br />L•. REG'{NAR ROWELS w/ OR - SAFETY PANEL -J _
<br />-. - w/o REGULAR TRACKS (SEE FATE I
<br />STORM
<br />( _. BELOW) ' LAST PANEL i� TO BE tKFElID AS
<br />' RIPE SK[TY 3'iLRe1 PNPB:II TALLER gNN.t
<br />CONCRETE ANCHORS /./� i/.- /i, A, LIFE S SE PRONOm W/ REAR NN1dE
<br />isFE 9NEE1 , POURED CCMCRETEJ :; W�NpLCOPTION V FOR WEE WETY
<br />C-L MOMM" COKIc1ETE ANOIa6�-''-' ! AN �) TO INSTALLED OR R'WRD'F F IMNX
<br />STRUCTURE
<br />' ELEVATION
<br />WALL MOUNTING INSTALLATK)N WALL AND FLOOR MOUNTING INSTALLATION SCALE 1/32•-1-
<br />- SECTION t SCALE: 3/8' - r" - SECTION 2 SCALE: 3/8' - 1' r'/'• MN all ®®D. 'per 'y
<br />NOTES ON LIFE SAFETY STORY PRIME, SYSTEM ,NSTALLMON
<br />L LIFE SAFETY STORM PEEL CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) 1
<br />OR AS NIB INTERIOR PANEL (PRY PANEL LOCATION IN BETWEEN END PANELS). 1(r. KTTRI01rt , PAMLTS. B IO/NlE tDptON
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS ANLL
<br />(W/ OR W/O REGULM TRACKS.) ) sa RON
<br />2. LIFE SAFETY sTORl1 PEEL CONSISTS OF OA3B' OALVNRIID STEEL STORY PANEL As SECTION B-B
<br />PER t:OMPONENT SHEET T a DRAWING. SALE 3/32"-1'
<br />THIS PANEL ALL ITSELF To BE REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRICTURE.
<br />�UNIINNNNF/y
<br />J. UFE _ �Pa eEoulREs TOP TRAOK m eE CaioNENE t eorroY TwcTL ro N' p T11j/ 'k...
<br />IE C "Xi,l�'A As PER s110ET 2 OF THUS TO K COM.. EQ`,,.:.....!✓'JR,�
<br />CONPOENT Y eE INSTALLEo wALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1 k EN 9 tL
<br />2 oN THIS AS WELL As DEGES 1 ! 2 ON SHEET la, __�, \\G `'•: i
<br />4. M.. LENGTH FOR COMPONENT®6 W.g' FLORIDA BUILDING CODE 10h VelocityHurricane Zone
<br />SCHEDULES kA2 SLEET T4DRAWNOMPONENT ® RAGE Mo. MC14OR ANCHOAT BOTTOM IS GIVEN DY *�• NO * a2mv nTEta Nc. 20 GAGE GALVANIZED STEEL STORY PANEL y„ sr.
<br />COMPONENT MAY BE PERMANENT OR REMOVABLE -
<br />s SEE DETAILS FOR INSTALLATION wro wood FRAME BULDINGS ON SHEET ts. -; OP` • ATf GLOBAL PROTECTION PRODlCTS, U.C.
<br />,OFF, oA �//}� IL ECOINL. ..maw.a,ARER
<br />6 SEE SHEET 4 FOR DETAIL APPLICABLE ro THE NECESSITY FOR THE INSTALLATION aF '•ij SS \, % - u� Dr''C ti m,.
<br />SPACERS AT TRACKS R47ALLM ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. 4yN OHA ( �> .ti am--- . Hoc tRsalw-».a FA,c (sLpE-rtn 20-176
<br />ll INN• NpL G-OalF7l9 wAw r[ - OwNeI w:
<br />RL ETC rAdro'N.i i uisiE IT-w w mw ,3 of m
<br />MAXIMUM A.S.D. DESIGN
<br />MAXIMUM
<br />MLD ONLY FOR
<br />PRESSURE RATING (n.a.f.) AND CORRESPONDING
<br />PANEL LENGTH "L" SCHEDULE
<br />k NNSTAt1A7ON6 AS PER SECI- 1 T1e81 10. ON SLEETS 4. 5 k 6)
<br />MAXIMUM
<br />A.S.D.
<br />• ®LIED r/ 1/4Y-20.1• &1 "! NNW AT °1pEAP a tpFNCIM a FRAIL
<br />DESIGN PRESSURE RATING .R.t) AND CO RESPONDING
<br />MAXIMUM
<br />ANCHOR
<br />SPACING
<br />SCHEDULE FOR REOyJ�TORM PANELS X A & INST LLLLA,TIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VIVO ONLY FOR PANELSQk 0#STALLAMS AS PER SECTIONS I YIIIR/ 7. ON SHEETS 4 k S)
<br />p9/11NWNN...
<br />l/l
<br />ra�"\tE
<br />' '
<br />=�3P• ��CENS
<br />F
<br />FLORIDA BUILDING CODE VelocityHu
<br />a
<br />(High
<br />cons Zone
<br />i :' No. 4167
<br />exmo ALMOND NC 20 GAGE GALVANIZED STEEL STORM PANEL.
<br />r.P.
<br />���--��
<br />01nP/'ms
<br />GLOBAL PROTECTION PRODUCTS, LI.C.
<br />C O
<br />11 L
<br />I EI 1 re.'mm'�E
<br />fir. SS 0 •� G�
<br />/ _
<br />..
<br />w..•..I..n ewo.. w atw PHDML (N,+)M-»10, IN, ca4)♦1-Em
<br />20-176
<br />rr"µNI
<br />G-ono.Tti aw^^ •wA.. A.
<br />WPNq Nn
<br />1 AJIJSgWInNR/MTE
<br />11PLTTR A, nUl
<br />Nt
<br />M11i6
<br />(9fEl R.�
<br />�m �
<br />%f
<br />+Saa -TL.O
<br />Y-5' at LEES
<br />x ,/{•
<br />Ue10.1ED
<br />i T,6NR S ! 7
<br />su. -72D
<br />>7•-a• ro IF wa
<br />-
<br />2 ]/{•
<br />tII0.1[D
<br />t naa 6 ! 7
<br />+]eD, -Tzo
<br />ae•-e' ro „•-r Vas
<br />x ,n'
<br />• •DL�D••TM
<br />+
<br />*•]l. -a80
<br />ix'-+• OR +Ka
<br />] 1/x'
<br />• et�T,�DIcrN
<br />B. D t t0
<br />W tAPAI A6.6.
<br />oLElal
<br />III)
<br />Nwl°N ANC]gM15 )PAGIG Idt E°.. ] ,/2' -
<br />PPt1fi�BlE ro
<br />SCCTOaa / A.
<br />Mf( aNLIMMT°N
<br />L
<br />ILwIAw PANEPRESSURE
<br />LENGTH 1' (R.)
<br />TMroN
<br />a nP-GRw
<br />G,LIL-N
<br />rAAGARaC r[NNE o
<br />R,16lW[ PLUS
<br />la WIICBEI[
<br />'a
<br />�
<br />ro WIICRCTE
<br />TO
<br />COMMIT
<br />ro OPIIG[1[
<br />TO
<br />COMMIT
<br />10 CW3wT[
<br />70
<br />NI•IO�NfE
<br />m MICKIE
<br />To
<br />6•
<br />N/A
<br />M/A
<br />N/A
<br />!'
<br />N/A
<br />+'
<br />N/A
<br />i•
<br />Nn+
<br />1 (Tap)
<br />e'
<br />S'
<br />N/A
<br />N/A
<br />B•
<br />•'
<br />I (a0R0Y)
<br />.'
<br />N/A
<br />N/A
<br />N/A
<br />!'
<br />M/A
<br />6'
<br />N/A
<br />.'
<br />N/A
<br />2 (10P)
<br />+'
<br />N/A
<br />M/A
<br />M/A
<br />a'
<br />M/A
<br />s•
<br />,1/A
<br />S•
<br />N/A
<br />2 (BOTTOM)
<br />�
<br />.SSA -710
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />MIA
<br />CR
<br />elz seYfS ,o e „ COAL ANCHORS TYKE a SPACING roll NSTA11w1Wta •110 wtco FIWI[ a116DR1a
<br />MIDAIR ANb1011 YAPII$ Nib YtNAY GORE aSTAIILi ARE .eGTID ON 116 SOEOAL 0011 E.D. LA6
<br />„Pw .IDeATEa OR Sa1EDlnt eeLwet AIONdI fPAlelo fK M.1/PLYNO SMCRIo &,OAT ON wIm„LE er
<br />T11E FpLQAG Nc16R6. roll T16 OPERATOR ro K POOaIt 11� SPACING OBC,AtD ,WOO rAnOR
<br />alMt Na R Maw 11Yw tNNRwY SINCRO e1arATm FOR EACH AIOIIDR THE AT ANCNWS L6RAa.
<br />AIORR rot
<br />_ �/_-W''
<br />lAlp6N
<br />t/4Y
<br />vR-w
<br />� 1H•.
<br />TINfYu11
<br />ou+K
<br />,/4••
<br />.No--Io
<br />Yn I/RIGI RIAAie 9AJ
<br />a
<br />3
<br />3
<br />3
<br />tin
<br />]
<br />••warANa nr•r PJ
<br />]
<br />a
<br />3
<br />]
<br />J
<br />3 ,n
<br />ea<rN OPIvaY a,w pA)
<br />]
<br />l
<br />a ,n
<br />3 ,n
<br />s ,n
<br />Amw VJL R eae•cap
<br />leas
<br />�+-
<br />F
<br />-
<br />3,
<br />1/4• La a. 5/8• LONG 0fta NJE/rlc N� INSTALLATION
<br />DETAILS FOR REGULAR PANELS
<br />n
<br />PANT s 1 • i l/4 oa FOROX
<br />TO
<br />MRFI I m U uo m -r . s 1/4• 0
<br />LIMING
<br />J MR F 0
<br />AR ro C-e• NEU
<br />INTO EXISTING WOOD STRUCTURES
<br />JANE F AT
<br />PA/t1tA1i FOANE a OR ?NIEtANtE Pt115 e
<br />PLUS
<br />a C. s1n1 i to Yn. TIVEADEO
<br />p
<br />Ih Pb4TMT10N m HEADER MR ALL UDC! P] UP
<br />1r-e• Yea
<br />�1, t/.//Yt•LA1SRaown e r 0.C.
<br />_
<br />EOf
<br />- ---__-
<br />E0;__
<br />EO
<br />g
<br />1
<br />$
<br />I 1
<br />1
<br />I
<br />:note .eAowl 1
<br />N[aN1® I
<br />.Sao IeADIr I'm
<br />I �
<br />1
<br />ALTERNATIVE 1 W ALTERNATIVE 2W
<br />SCALE 3/e-1-SCALE 3/8.1-
<br />on SCHEDULE
<br />SHOIT III
<br />FOR
<br />Es
<br />SEE SCHEDULE OR SHEET a 1 i
<br />TO GLASS
<br />LR12 K,l
<br />To DOSS I
<br />I ?
<br />I
<br />ED
<br />'
<br />ED IV.
<br />I
<br />I
<br />I
<br />E01
<br />II, OR
<br />E01 ..._
<br />_. --_-_ - -
<br />EO
<br />J EO
<br />I
<br />l -ir
<br />EDI I E01
<br />EOi_
<br />I 1_ ,
<br />L a�
<br />KOOK,
<br />1/4• LID, a S/r LORD Itr� IRSNO
<br />W/ 1/4'Y-20,t• IS Y3 a 6 1/.• ale
<br />_ e'�ia•'-�in•.o
<br />IPA /ayIII
<br />RJR PAN0. tEMi1M Le 10 9'-0' AND a
<br />4 r� .NC eUt a s' 0.k
<br />1/4• D.C. roe Uawm UP ro s'-r Y..
<br />CR I14-10 PRNELNn n)A%.E OCR
<br />PRICKATE PLUS a 12 In' a C. Raw ,
<br />-_ /PLY 1K eoae e "AA.
<br />/ r Tl.usm
<br />ALTERNATIVE
<br />3W ALTERNATIVE 4W
<br />/n2 Ill T KAM PDEIAATIai AT
<br />1 1AO//On+ a OOSiMIC MOOD PAYE FOR
<br />2 a 100FIVIN Or RAX
<br />SCALE 3/8-1' SCALE 3/8-1•
<br />I' ALL LD47HS UP ro N-a• Y".
<br />Cm
<br />SoMakaff
<br />NOTE : Slllltr ro0 CLAIM
<br />SCALE 3/6-1•
<br />SCALE 3/0-1'
<br />NUt111NNNNy,-
<br />A:.. wl4✓
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />1EA
<br />••,�
<br />� •
<br />UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8•
<br />GENSF
<br />a 3:' J $
<br />FLORIDA BUILDING CODE (High VelocityHu Gone Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />-
<br />e2mo nTtm. PAD
<br />r,
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />*=
<br />_ NO.F�ivco�
<br />20 GAGE GALVANIZED STEEL STORY PALL
<br />�, W.
<br />NOTE FOR COMBINATION 3F CTI1N5
<br />_ a
<br />* : ST--
<br />OF s -
<br />GLOBAL PROTECTION PRODUCTS, LiC.
<br />m/s/ss
<br />..
<br />:i 9'•. F
<br />OF �
<br />L E 4em ar. 6t sanT
<br />TOP t BOTTOM MOUNTINGS CAN
<br />COMBIED IN ANY WAY TO SUIT ANr�
<br />ARYa,AE. 2 m,.
<br />20-176
<br />�' -
<br />INSTALLATION.
<br />•^NI E !AL/wpMTIRJdTE
<br />wNTP T'y., PL e• 11 -
<br />BMW,, a a
<br />III®■B�-„I
<br />STUDS a EVERY
<br />O.ERIAP
<br />(,2 1/2. O.C.)
<br />Ib HOLD PANEL
<br />+�_ + LID. . _t•1 • . +
<br />1 i,. • 1 al e. ..• 1 : • 1 • L
<br />1 �AS0.
<br />PRESSURE
<br />AnID 1,CONCRETE
<br />TMCON
<br />a LP-41P
<br />ORX-
<br />PR61WT RIME o
<br />MINIMS RU1
<br />/ t
<br />comeftow.
<br />a TN01
<br />Mwlw PNi1
<br />UAGIN 1• (a)
<br />ro
<br />GOIiK7E
<br />ca
<br />TO
<br />TO
<br />c0• TO
<br />to
<br />CONCRETE
<br />ro
<br />ro
<br />etDCA
<br />DOMCR[TE
<br />BLOCK
<br />cDNI2EtE
<br />BLOCK
<br />BWGI
<br />DDIORTE
<br />BLOOK
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />B•
<br />N/A
<br />$•
<br />N/A
<br />1 k 2 (TOP)
<br />55.0, -72.0
<br />p•
<br />7'
<br />9'
<br />9"
<br />9'
<br />B'
<br />B'
<br />9'
<br />9'
<br />9'
<br />, (BOTTOM)
<br />OR LESS
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />6"
<br />N/A
<br />5'
<br />N/A
<br />7 t 2 (TOP)
<br />+SS.O -72.0
<br />I.
<br />5•
<br />9"
<br />$•
<br />9'
<br />7 1/2'
<br />9•
<br />9•
<br />9'
<br />9•
<br />1 (BOTTOI)
<br />5'-0' TO 7'-6'
<br />+SS.O -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />6•
<br />N/A
<br />1 k 2 (TOP)
<br />7'-5, TO B'-$'
<br />6'
<br />9'
<br />8'
<br />6'
<br />e'
<br />6'
<br />6'
<br />I (lRN1TON)
<br />YAeMW ASD.
<br />DEMN
<br />PRESP R
<br />RUNG rIN
<br />(SRO • s/i' Yn nOIK LOP " NG]3
<br />a,SE 1 (SLID • 1' w ROKI 301 a /GIB)
<br />MPLICA PLACABLE TO
<br />SECTIONS
<br />YAJOMUM PANEL
<br />LENGTH •L• (R.)
<br />TA/CON _
<br />-
<br />k
<br />COAatLA
<br />a THEM
<br />+49.2 -51.5
<br />3•
<br />4 1/2' 4 1/2•
<br />2 (BOTTOM)
<br />7-6" OR LESS
<br />+52.8 -66.0
<br />3• 3•
<br />4' a•
<br />2 (BOTTOM)
<br />7'-8. OR LESS
<br />+55.0 -72.0
<br />2 1/2' 2 1/2'
<br />4' 3 I/2'
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+55.0 -72.0
<br />2 1/Y 2 1/2'
<br />N/A N/A
<br />2 (BOTTOM)
<br />7'-8' TO e'-o"
<br />-72.0
<br />N/A N/A
<br />3' 1'
<br />2 (BOTTOM)
<br />7'-6' TO $'-$•
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />U1�
<br />A ._I e
<br />1 1
<br />. iA 1. MI.•::� . 1 • aA.: 2 .ill l •.
<br />�� �
<br />M)
<br />r. ANSI twm
<br />M- st+,tNeJ
<br />N•.NAL ttr w.mN
<br />p sus
<br />NNa
<br />mKnlatl
<br />•6aa -TLO
<br />r-r
<br />t a/4'
<br />UIaLL)f0
<br />SEE a,RT ,S FOR ANCHORS TYPE a SPACING MR INSTALLATIONS INTO WORD RNNE SUSDBR
<br />MINIMUM ANCHOR SRC#m AND MNIA41 CDR ONFAMCE ARE NUNtATED ON I N , 'SCKOIRL FOR
<br />E.D. MSS I" I1OCATED OR SCHEDULE 1EOIIC[ ANCHORSPACING BY MULTWLYNo SPACING
<br />BROWN ON SCHI DM.E BY THE FOLLOWING FACTORS. FOR ills OPERATOR ro BE POSSIBLE
<br />Rnt= SPACJO OBTANO Ilsla FACTOR NNLL Nor SE LEN THINK MANE 944140
<br />+OPAIED "A EACH NOW TYPE AT AMONaA LE6'OO.
<br />Al101a TIPS
<br />_ T/4•.
<br />Up"
<br />_ 1/{1
<br />Cr iMaaeP
<br />1/41
<br />1/4Y _
<br />1/4'-
<br />--
<br />III ANCHOR smome W
<br />3
<br />]
<br />]
<br />S
<br />t 1n
<br />Iu4wN er OU
<br />3
<br />]
<br />] In
<br />3 ,n
<br />4
<br />AWL t4 "BE aBlao
<br />ROOK
<br />.36
<br />t 1ry
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<br />--
<br />,m
<br />.O
<br />3 Ir
<br />- =
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<br />--
<br />--,,-m -
<br />y�Q�JGENt '�9
<br />No. 44167 i
<br />*k
<br />Pl. YAL(kOINTRefOAA
<br />FLORIDA BUILDING CODE (High VelocityHurrtaons Zone
<br />mmo nTtlm. Ne. 20 GAGE GALVANIZED STEEL STORM PANEL rl'
<br />1NDRR1 F:
<br />PROTECTION PRODUCTS. U.C. 01/'n0ee
<br />L E� C O E«�.
<br />4em 1I. .t 011.
<br />w. Y Iq ,•sn RNIe-a R miK AIIBC (uAJ » M.
<br />ox;' (W)SO - 20-178
<br />0- . A Ole aR_.N,
<br />G-ODMI a tea. r. - Ow -NO ft
<br />LIP A Jr., PE If• AR
<br />s 6Nm M• a »
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING (�) AND CORRESPONDING MAXIMUM
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALD ALLY FOR PANELS (Dt O INST/ILUOTONS AS PER SECTIONS I THOU 10. ON SHEETS 4. 5 k B)
<br />ANCHOR
<br />111RIN
<br />a A: rr�l
<br />3L:'`vCEN ✓
<br />`'••'•.�
<br />FLORIDA BUILDING
<br />y=
<br />No.
<br />* �
<br />4187
<br />a°°70 n,eco W.
<br />CODE (High Velocity Hurricane
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />Zone
<br />rP'
<br />_
<br />�'s
<br />GLOBAL PROTECTION DUCTS.
<br />oRw ae
<br />. Dn�
<br />tL
<br />E C O
<br />LLC.
<br />teee.
<br />aNE
<br />.!1 )pf
<br />I•ysS%p " NG
<br />y� y�
<br />,. a. at. a -wNa a a,. b Wn. mM IPNaMu-.m
<br />° (PsgaP-New. FAIL
<br />20-176
<br />4yrN
<br />L
<br />L SLN/Ta-InM6/OYl1E
<br />~ ao u•"6°o - aN m_„R
<br />FLIP A AUY lr.. IL n-Iw -
<br />aIARRw "a
<br />MAWIer
<br />YA11Me1 nN011oRs aPycwl9 troll E.0. - 3 //S• -
<br />AS0. DESIGN
<br />TAPIXN
<br />a TAP -DRY
<br />WA-N
<br />PANEIYIOE rEIMtE U
<br />PAIF,UTATE PROS
<br />9pp SET
<br />m
<br />LEGIONS I t
<br />AtAONAI PANEL
<br />PRSBSUR
<br />RATING
<br />(N.wl.)
<br />ro CONCRETE
<br />m
<br />IA111CIETE
<br />NeDCN
<br />ro CONCRETE
<br />m
<br />mRclw:lE
<br />eLotN
<br />m CO/IOETE
<br />m
<br />c01e:RTt
<br />enctc
<br />ro CONaRrE
<br />To
<br />COItOE1E
<br />IRaeN
<br />ro CONCRETE
<br />m
<br />ea/lr]Efe
<br />aoai
<br />ro 1•AIICREfF
<br />ro
<br />CONCRETE
<br />eLaa
<br />ARr �+
<br />a itEY
<br />LERcnI 1' ta)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />N/A
<br />G
<br />N/A
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />$'
<br />t
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />B•
<br />8'
<br />8'
<br />8'
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />I.
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />5'
<br />N/A
<br />5•
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55'3. -72.0
<br />b'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />$•
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />1 t {(TOP)
<br />>7'-5. 70 8'-B'
<br />� LESS
<br />8•
<br />{•
<br />N/A
<br />N/A
<br />8'
<br />G.
<br />B"
<br />8'
<br />6'
<br />8'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />N/A
<br />6•
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />8'
<br />4'
<br />N/A
<br />N/A
<br />8•
<br />6'
<br />B•
<br />b'
<br />8•
<br />N/A
<br />N/A
<br />4 k 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2•
<br />B 1/4•
<br />12 1/2'
<br />6 1/{•
<br />6 1/{•
<br />8 1/{•
<br />fi i/4"
<br />fi I/{'
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />50.0. -53.3
<br />N/A
<br />N/A
<br />72 if2'
<br />8 1/4'
<br />12 TJ2'
<br />6 1/4'
<br />6 A/4'
<br />6 1/4'
<br />$ iJ4'
<br />8 1/{'
<br />N/A
<br />N/A
<br />$(TOP/BOTTOM)
<br />8'-$' TO 11'-2•
<br />55.0. -72.0
<br />N/A
<br />N/A
<br />6 1/4'
<br />N/A
<br />8 1/4•
<br />N/A
<br />6 1/1'
<br />8 1/4•
<br />8 1/{'
<br />8 1/4•
<br />N/A
<br />N/A
<br />$ (TOP/BO1T0M)
<br />8'-B' TO 11'-2•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />$ 1/{'
<br />6 1//•
<br />4 1/{•
<br />8 1/4'
<br />$, p� tp (TOP)
<br />NA -40.0
<br />$'
<br />{'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />8'
<br />6 I/P
<br />5 1/4•
<br />$ (BOTTOM)
<br />� LESS
<br />B"
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'1/{`
<br />$ 1/4'
<br />p (BOTTOM)
<br />i2-4' OR 1E55
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />$ t/1'
<br />8 1/1'
<br />6 i/{'
<br />10 {BOTTOM)
<br />SEE 7A[E74 10. „ AND 1E FOR AMOI01a TYPE ! 91ACwlO FOR NS1AtUiONS IIID TICOD FIW[ BUlDilO.
<br />Ie1AYLA1 MKCHICR srAceGs AND 16te1RM1 kDOC DEMAND ARE NdG11ED OR 11,E SC,ITDUIE. Rwl ES. IDS
<br />i11Mi sGIOUED ON SCHEDULE REDUCE ANCHOR SPACING R YWTtRYI10 SPAC
<br />G SI/OrR ON SCI1Dw1E a
<br />THE r01LDAlaG FACTORS. rde tits OPERUON ro K POSSIBLE. REDUCED 9P/taG OeTAInFD USING FACTOR
<br />SMALL Ra K LESS ,Hlw MNWIY SPACING NOIGtED FOR fALT, ANCHOR TYPE AT ANCHORS LEGEND.
<br />MOOR TIP[ -,/s•. 1/{•..._ - t/4•• ,/P. tN•r Ip'R
<br />rAPmN a uwwa �+D+ • alUlyt eaw-ia
<br />rR ARDOR OMCNp 01) 3 ] 3 ] t ,n ]
<br />4•ma am..a c.Ia.r W s 3 3 3 3 3 In
<br />O,.AtNJ dAw er � 3 a ] In 3,/2 a ,n
<br />Maus to IBtE Ienanp FACTOR
<br />- - T. 6.a1
<br />n -
<br />„ - - ,.m
<br />INSTALLATION
<br />I I
<br />DETAILS FOR REGULAR PANELSn
<br />INTO EXISTING WOOD STRUCTURES
<br />it ----
<br />dE
<br />X jli /4-10 PANEIYATE PLUS
<br />�( I
<br />�� III '_ 104PNELWTE PlllSe•
<br />I•'
<br />--v �.
<br />6 1/1' O.C. W/ 1 7/8•
<br />O ji D08iNG WOOD HEADER m
<br />/ i13
<br />' I WOO HEADER m
<br />T ER
<br />: OOUII�--' 'I
<br />1/aPAI�LMATE )'P
<br />wO "FAVORm
<br />_iiN WWff.
<br />_;x NLa a
<br />vow sm a
<br />woo0 7" a ,/a• at
<br />Ow sm •
<br />2 a ,/r Oz.
<br />2
<br />CVBw sill° a
<br />6 In• al
<br />LEADER
<br />aEotJeElf +- NNI
<br />IYDOD NEARER (y;
<br />REQUIRED f - MIL'
<br />t",
<br />�.
<br />i
<br />SCH RAL ON
<br />IL SEE SCHEDULE CH
<br />SEE SCHEDULE CH
<br />JISEE
<br />SHEET a
<br />Poll Ms 3FDARA
<br />SKEET aScErj
<br />r M YN. SEPARATION
<br />CallyEpABRAtN)N
<br />(( ro IYN4
<br />I m aaa ^
<br />( ro NAa
<br />i LENGTH
<br />,/.Y-tan• sa (SEEP NOTE
<br />w.a r/ 7/DY .
<br />- -PANEL
<br />,/.Y-tm,• si W.
<br />w.s r/ T/i'P .
<br />LEMON
<br />1) I/.Y-to[r a6
<br />Aa w/ T/r•• .
<br />w( REEL E CTH
<br />7i (SEE MOTE , )
<br />1)
<br />exYe1K,�aVv E -_- 1
<br />*B d
<br />eee"Owl"'i'aM .;
<br />iR
<br />It]
<br />saR
<br />sax
<br />we
<br />a .
<br />OF x
<br />YAA
<br />a L'
<br />MAX
<br />lC��lM
<br />i ®
<br />1Y
<br />7
<br />:'I , N6tr 5NA el.
<br />DO.,. Oe.
<br />ED. ._ -
<br />O. J
<br />,121 as 1
<br />L.
<br />1 LAG
<br />r., wooD RATjF _
<br />tt14-10 PANT LINTS PLUS
<br />z'=,' w000 v_ATE
<br />2 N' WOOD pu
<br />--
<br />wSCREYS
<br />K
<br />Ilw. TNORC
<br />PAPA"' 3•
<br />AEOARED lT. - i e / 4. O.G. w 1 7
<br />J / M'
<br />REQUIRED I
<br />IEWEEO
<br />PENETRATION AT
<br />MOwIDTN OF RAtF
<br />\' I T "Am PENETRATION •MIND WIDTH OF PLATE
<br />_ I - - J/{Y UG SCREWS R
<br />w/
<br />i i
<br />56s`NnqoSTAGGERED
<br />,REMC- ARM.
<br />tF.IFIOEp, /
<br />(!T y,(TEjpE! �
<br />�'-
<br />- _ AT mDOOTN OF PLATEDIRECT
<br />SCALE 3/6-1-
<br />MOUNT I DIRECT
<br />b=NT I
<br />INSTALLATION
<br />lfQIES:
<br />SCALE 1/8.1•
<br />SCALE 3/8-1•
<br />1. INSTALLATIONS FOR ALTERNATIVES $W, 9W t 10W ONLY VAUD FORBUILDINGS
<br />g1N1N11
<br />WITH A.S.0, DESIGN LOADS UP TO +43.6. -48.0 P•e.l. AND
<br />A: Tl r,o
<br />PANEL'S LENGTH LIP TO 12'-
<br />Ao SAP
<br />2. FOR NO. WOOD FRAME CONSTRUCTION: WOOD MEMBERS i0 BE SOUTHERN ?`' '• EN '•;/S
<br />Si"
<br />PINE No. 2, w/ SPECIFIC DENSITY of o.ss DR Eo13A1d1:
<br />O
<br />vG
<br />FLORIDA
<br />BUILDING CODE (High YNoc Hurrkone
<br />Zone
<br />NOTE FOR GQta■NAMM OF SECTIONS:
<br />° No. 41 •. * =
<br />mom n'0C0. "� 20 0 UiE GALVANIZED STEEL STORY PARR
<br />_ * :
<br />W.
<br />TOP t BOTTOM MOUNTINGS CAN 8E
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />: pD S . yr� - /
<br />f'Z
<br />T /► GLOBAL PROTECTION PRODUCTS, LLC.
<br />E
<br />m/s/ss
<br />°"E
<br />INSTALLATION.
<br />1 "O''. A1��,Ld - J
<br />g�+F`cSSj •ENV
<br />-'
<br />�W. 5 �
<br />%
<br />., RR. w. •N a will..Ioa R m"
<br />am 1"III
<br />$HOW (ie4)6N-T9,4 FK Malls-i2n
<br />20-176
<br />a
<br />d-00067I.
<br />aws,a, aA- a,�Rr
<br />awlNa RN
<br />1N1N1 L �II
<br />RR.iP A IAA &. F.E.
<br />7
<br />T-Aa -
<br />eleal ,t a s
<br />INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />°• •'• as •/ INTO EXISTING WOOD STRUCTURES
<br />1 ,/2 MI. RREADm IEtETATCR
<br />ro b09AR HOOD WIDER
<br />E01 _ it ON
<br />i 1 EJ, , FOt
<br />I Ro DO1 R.000, HEADER
<br />ELTMRn
<br />sIVo • 12 '�roeALTERNATIVE 1 ALTERNATIVE 2
<br />5C/aY,t• LrmL.,E F
<br />To � - 1 O.C.
<br />i
<br />I p
<br />I 1 !
<br />I r EO(! EG
<br />E01
<br />EOI d,
<br />t _ Eo
<br />-
<br />i
<br />1; REOO PURE
<br />ROU.ED
<br />-am RATE fi
<br />REQUIRED
<br />B C« ALTERNATIVE 3 ALTERNATIVE 4
<br />1/4•• Au SCOM a 8' PLC. W/ i I1r
<br />Ala. 1/NEAO@ PIEIAI,ON M
<br />/•YD.d/e' LORE •was we" W/
<br />,pY-2AY IS. wS • r OX OR
<br />1/4*.-MO PANEDNR FMCS O OR ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS
<br />PAMID NIT PUS a r O.C. -/ I tlr Min- sme ,J9. - r
<br />I NTAM PENETATON TO EJaSTeG wow
<br />RATC Nm : SKA11" Tw1CNS NO, %am ran CDIatY
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 1 W
<br />1�
<br />I. RtSTN.W,II ARE MY VALID TOR BWANGS NMN ASC DESIGN TOADS UP ro
<br />.55.5. -72.0 M AM PEEL'S LENGTH UP ro W-W.
<br />x- PI'aRNEW WCOD FRAME E 41 LL W// SPECIFIC DENSITY OM OR EDUAL MEMBERS ro BE SOUnEANJ
<br />CODE (Hiah Velocity Hurricane
<br />(D
<br />CD
<br />�
<br />�
<br />O
<br />U
<br />NA
<br />C
<br />O
<br />.CD
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<br />N
<br />CD
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<br />CU
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<br />0
<br />0
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<br />�
<br />0
<br />N
<br />-d
<br />O
<br />O
<br />O
<br />Z
<br />CL
<br />N
<br />X
<br />i-E W
<br />(n Q
<br />42 0
<br />S
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<br />"
<br />C
<br />3
<br />a N
<br />C
<br />O O
<br />U
<br />Q co
<br />O LLl
<br />■ aaF�
<br />SHEET NO.
<br />SH 1It 1
<br />
|