|
�rt,1.4
<br />LONOtt[ A1OOal
<br />1
<br />iiNit`H4 --�
<br />•rot
<br />I
<br />1
<br />1
<br />I
<br />1
<br />M•OR•F,M 560..1
<br />1
<br />1
<br />1
<br />1
<br />I
<br />I
<br />1
<br />i
<br />m
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />SIT PANELS
<br />-- - . . wAOEW w
<br />1A p1e1t/•5•'-4' 17,
<br />�pws-sMILK. `�--8 ® PrtoP 6Fo ,aq a-I•A eonom)1AALBN YuuaN �al,/•1 P,Y eN,x1• a "A AMA. oo wwi• l6 x) e/,•s nPLaK aC --4_a•"1aRa nwm r. OaaiDi e/ED.-3 IUND a6aOWCF [IGOAR�
<br />1 G _ � `SS `� ♦Y
<br />1 SCALE: 1 ♦ r 1' ayE,X�X, _ t
<br />AZAIL 1 )
<br />It•y' a< 46aD NL. _pySB,,V Mlw � ax , �`�--� Tura • ar a•IGI/r a MINK Una
<br />~~ _�A.
<br />,' (GAL a
<br />t 1 1 1 �I,
<br />1/4.
<br />MILK
<br />l a/t h tAPCON
<br />Y, 1 /-Llxt��
<br />I w/ at4a/•. \I Arm Neo '• ' -r 'm,'" i 1 I I
<br />1
<br />6s Sri • r eE Y , t MAL,ED NAM
<br />a (]] A s • I - - -1 _ -' 1 1 1
<br />Pwln -r Nr PMQ Y/',"416 . N�1S _.
<br />o .seo P,L" eo11P:1 AGe• + ' / _ I.uNeA ' _.. T T 1 2
<br />Ali.'./•,I�ax�
<br />--� eQ awA x A N Y� 2 (Nw mr • eol,ul8 '�� _-t) i
<br />4rL Y.Il1,0M Y1YL • aQ 111e110N Sa01
<br />� SECTXNN Y-Y
<br />SPLIT STORM PANEL B"ATKNN
<br />11 SE7LE 1/{'.,,/• , DETAIL � SCALE T/••-t• 'II Nw �G SrA1E t/6".t'
<br />n„K "
<br />MULLION SCHEDULE
<br />M•K. YULLON
<br />R WAG, MA,.
<br />SPAN (R.) •
<br />TUGE L ULLGN -
<br />• • a 1 '4'
<br />WQ6 e•f)
<br />:'aa• m
<br />s,en
<br />4
<br />• w 70 SSAARE RATING
<br />+76.opa ±;S-z9 P...r PIP aocx,m
<br />SECTION 1 - a �ssral°sM Pi°AN LsLwDi.
<br />SCREE 3/d-1-
<br />NOTE: MULLGN lyw ALSO eE IN6TALLID w/0 Sim PANELS ON TOP
<br />,M BOt10Y SO T1Mi R 0 LOCATED Al TOP OR BORON OF OPFNANG.
<br />toNE PANEL OPOAG w/ 1178E TOP a BOTTOM)
<br />iuLD
<br />IBLSTALLATION - ALTERNATIVE t W
<br />SCALE: 1/4' - 1•
<br />MSTLLLATEVE 2MI
<br />SCALE: 1/4- . 1•
<br />• 1 • A L \ - L
<br />• . .6•e
<br />..T+l
<br />IS
<br />1. INSTALLATIONS ARE ONLY YAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS x6P/...
<br />UP TO +55.5, -72.0 p.e.f. AND PANEL'S LENGTH UP TO B'-B'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOL7rHERN ,
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL No. 4167
<br />=TIT;
<br />NOTE FOR C.OMRB4ATI0N aF SECTIONS: =-q'; ST OF�
<br />TOP & 9DTT0M MOUNTINGS CAN BE =y 0A'•., FL RIOT':
<br />COMBINED IN ANY WAY TO SUIT ANY Flp '•
<br />10
<br />INSTALLAT*N. AhSNNN ANNNxNY
<br />CONCIIEn ANCHORS COMPETE AMCHM
<br />(SEE SHEET 14) (SEE SAW IHOXU �� :
<br />.3m
<br />POYaD CONCRETE
<br />IE9,NIEP LJ �
<br />I
<br />COG,.
<br />CbM.
<br />I
<br />IpETW14
<br />rSRP
<br />,
<br />cy-
<br />TO
<br />t
<br />it
<br />li°I D WES6fPMm°"
<br />wIM' i
<br />SIMMTIp'
<br />F ICI
<br />)/e /
<br />AG•�NIF i
<br />AA
<br />MH (Yq�
<br />SILO • 12 ,/2' °.G.
<br />�1N)1Y
<br />SIW • 12 1/2' OG
<br />1 (_
<br />>%14)l
<br />1sJ�4 1MCIEi
<br />;x ,
<br />y/6' IRn. (CAS[ I) -
<br />r Mn tCtlE P))t
<br />14'h IM "A"WWAMS
<br />f2
<br />i
<br />OIL
<br />I
<br />"W o.t,
<br />TO �i
<br />(SEE CET. 2/,4)
<br />I
<br />NRi In' °6.
<br />lL�
<br />POLE M WIINE�ETEJ
<br />CA
<br />iE
<br />Sim AOYL
<br />RFDUMED
<br />• � I cNA )
<br />Cwnm AMC,GRi,,.-f L�Dt�L�� M SLN
<br />(SEE SIM +) POWHD DaLIIs1ER �.. V•. CONGnaNq
<br />atoto"
<br />SHEET tA)
<br />WALL MOUNTING INSTAWMTION WALL AlD FLOOR MOUNTING INSTAL L iTION
<br />-ACTION t SCALE; s/e' - I -SECTION 2 SCALE! 3/8" - t
<br />NO7E5 ON LET SAFF,r SUM PAMEi s.SMM LMSrAU&ION :
<br />I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRS? OR UST F WEL)
<br />OR AS AN INTERIOR PANEL (ANY PANEL LDCATON IN BETWEEN END PANELS).
<br />LIFE SAFETY PANELS ANY OR WY NOT BE INSTALLED ADAACENT TO REGULAR PATES
<br />(W/ OR W/o REOLAAP TRACKS.)
<br />7. LIFE EaPANEL PANEL CONSISTS OF 0.039• GALVANIZED STEEL STORM PAEL IS
<br />PER COAIPONEM . SHEET 2 a ORAWRNC.
<br />THIS PAlEL ALLOe/5 ITSELF TO BE REMOVED OR INSTALLED FROM THE ±INSIDE OF
<br />STRUCTURE.
<br />'Mtt111NNN
<br />3. UFE SAFETY P JAEOURES 70P TRACK TO BE COMPONENT Q) Al BOTTOM TRACK TO p, TILL
<br />C AS PER sH[ET 2 OF YNRS DICK 4G. .,
<br />iaaMPO+ rEAnsErYAswEii Lis °DEN ns oRAF12aoR A D FDLLDWINc SECTIONS t a 4�. `'SENSE
<br />z3r J
<br />4. " LENGTH FOR COYPONEw4Dr W. ? :
<br />MILK. ANCHOR SPACING FOR COMPONEM ANCHORAGE AT BOTTOM 1S GwN ON
<br />SCHEDULES t a 2. SHEET 14, a # .:
<br />COMPONENT ® MAY BE PERMANENT OR IEMOVARE. Alf O
<br />5. SEE DEALS MR INSTALLATION INTO 1/000 FRAME BURDI GS ON SHEET 15. -iA'Q '• ORS
<br />6 SEE SHEET 4 FOR PETAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION CA �''N.,,FSS DNA1
<br />SPACERS AT TRACKS INSTALLED ADAACENT AND BEYOND TO S7UCCO/WOOD BANGS. ANFI NNINA
<br />Mar
<br />•iM/sPetATME/6aE
<br />FLORlD,A BUILDING CODE h Yeloct NurAcane Zone)
<br />wm6 n1TD6. +te
<br />20 GAGE GALVANIZED STEEL STORY PANEL
<br />DLS.F•. er
<br />pJ'�f0
<br />L
<br />E
<br />AL PROTECTION PRODUCTS, LLC.
<br />am
<br />4a00 is H SIpT
<br />"We
<br />A, NN oN
<br />OMIC R. m,.
<br />20-176
<br />i•. a s rKN.• 4riM,L R am
<br />m m-,m w art m-I-
<br />CA_GAMAC I
<br />PHOE (vsaaeP-,e4e. rr1 (M:t)ersr»
<br />(PIYMNG NA..
<br />Yw�A,T-W4r.M.':aiF
<br />n-,• -
<br />HER) ) aD
<br />� Y' OG BIIO••�
<br />COUNG t FLOW MOUNTING wALL !FLOOR INouNTINe
<br />nNsreEIaTLON - ALTERNATVE AW BNSTALLATWALL. - LLtQNATTVF
<br />(SECTION AT TOP IS UNITED TO +05.6-87.0 MAX. COME: t/4' . 1•
<br />sW
<br />LSD. DESIGN PRESSURE RATING)
<br />mom -7-
<br />6
<br />ii rr Mae m.
<br />w Warm
<br />M ,rN r,NNM
<br />1.;uaM�.r.k
<br />_Nm w0i•tN m
<br />INSTALLATION - SECTION NIAW
<br />BGALE: 1/4^ = r
<br />FLORIDA BUILDING CODE (High Y•IocN Nu cane Zon
<br />°'0'0 °1EO0 •`
<br />20 CAii GALVANIZED STEEL STORK PANEL
<br />yWAIN iP W.
<br />IL ECONra.
<br />GLOBAL PROTECTION PRODUCTSI L! C.
<br />°"r/'010
<br />°�
<br />TEB@G A mINIm1ING -.-
<br />• >M L r ]r r,P11. •tI,M4 AM
<br />4em ie. n eIIEET
<br />OAYL H ant.
<br />HIONE: (p{XMI-)6d. FNC oWww "7
<br />20-176
<br />m-IN,
<br />w. r MsrA ,M a r rrrr Ar
<br />DMMa4 Nr
<br />FOIL CONCRETE ANICIIPR: SEE SDEMM ON SHEET 14:
<br />^Y- roR wood tcr[r 11E SECTOR ON MEET IsiW TS
<br />_ >. ,. AL
<br />YI-
<br />rruwuwu•wruruwawuru�
<br />a•NB■
<br />uwlrNUlllra•6B'IwruruNr
<br />�
<br />BB�BBi(NlIBN�B�W�BI�N�BhI•BII'�
<br />ALTERNATE LOCATION
<br />-J ON LIFE SAFETY PANEL L.
<br />AREA w o LIFE SAM PANELS
<br />'LOCATION NOTE 1RLOYD
<br />w
<br />t... FAX"AP PAN W/ OR _--..
<br />W/O REG" TRACKS
<br />- SAFE paMEILPE
<br />(SEE NOTE 1
<br />eELDw7
<br />• LAST PANEL (1) TO BE INSTALLED AS
<br />LIFE EALTY 97000 PAWL NP UMC SMALL
<br />ALWAYS0BE PN,DVroEO w/ RFIR IANARE
<br />LO FACLfrAir 1NSFAUXN a WtENDEO
<br />NSASTRUCTURE OR REMOVED FROM INSIDE
<br />KINSTALLED
<br />ELEVATION
<br />OF
<br />SCALE 3/32'=t'
<br />7:
<br />'
<br />(
<br />6 IEi woI R110i1) •"ALMS. B MLTLNLIR L60.ION
<br />SEX A M IIII)
<br />SECTION 8-0
<br />SCALE 3/32--t•
<br />PE SW,/$pNtIAE/MlE
<br />FLORIDA BUILDING CODE (NI VeloeiN Nurrtcene ton,
<br />•0 RICO' AIM
<br />20 GAGE GALVANIZED STEEL STORY PANEL
<br />iA.
<br />YSMI F
<br />GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />°""'°°°
<br />L E C O Nrc.
<br />,IG, S•L 51 sww
<br />NLaNE: fmA)eIN--TaMAL
<br />y FALL fM)IM-ax,
<br />R i 1M ,e•Pr NwIOA n mr
<br />20-176
<br />9 m,ws..._.n:. peg Lm-,at
<br />M. • 0r r ar w ,M
<br />OMaNLG Nee
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />I_n N role ,woomna 7L A!] ,unAlAnnMR N eFW 4wlrmre , nu 4OurY¢ A R,
<br />11APMiII AS.R
<br />DO PA�
<br />IN1N0 v...r.
<br />MOP LEt101H�
<br />L n.
<br />($i )
<br />Mr•-.,,.P,
<br />W
<br />PNIel
<br />n
<br />1 ,1e AN '
<br />a nol
<br />+SSA -724
<br />V-S' OR Liss
<br />2 1/4'
<br />UIWLM
<br />I twu 5 t 7
<br />INss.i -72-0
<br />>Y-S• ro r-r Mr.
<br />2 3/••
<br />LAe10Lim
<br />I TMU 5 A 7
<br />.16D. -7L0
<br />,••-r ro t1'-2' Yoe
<br />I Try'
<br />• tea. 1�•`a
<br />6
<br />•4]S. -4t0
<br />or, DR LESS
<br />3 try•
<br />• Al OLt1I/Paem
<br />6, • • 10
<br />• 60.im e/ t/sY-2yl' BE wi t 66BNYi AT PUN t WADO l OF PANEL
<br />MAXIMA A.S.D. DESIGN PRESSURE RATING (R.s•f.) AND CORRESPONDING MAXIMUM ,ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORY PANELS � A 1 INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />fSMLD ONLY FOR PANELS C1)A Na INSTALLATIONS As PER Imcnow I Tim 7. ON SHEETS 4 a e)
<br />WAMJY ASa.
<br />GEsw
<br />M /.)
<br />Y•aKA mcmams 7PAb+f IN Ea - 3 t/r -
<br />APP1IDIiE ro
<br />xrETtoNs / t
<br />INNTM
<br />NN aWTHEM
<br />INuttr PAIQ
<br />LF7M/IN L' (R)
<br />I
<br />TAPCOMI
<br />a i1IP-,2LP
<br />WUL-N
<br />pleduAaE nows O
<br />PNpeYTE -LLE
<br />0PINESSLAME
<br />TO CONCRETE
<br />C
<br />BLOCKI
<br />10 fANGCi[
<br />apeltxtlE
<br />70 °axCAER
<br />To
<br />WI�I wn,[
<br />W COMG%,E
<br />0a7NIlE
<br />W CObiflF
<br />To
<br />CONCRETE
<br />6•
<br />N/A
<br />N/A
<br />NJA
<br />6•
<br />MIA
<br />t'
<br />N/A
<br />a•
<br />N/A
<br />1 )TOP)
<br />e'
<br />s'
<br />MIA
<br />WA
<br />.•
<br />r
<br />1•
<br />r
<br />r
<br />a'
<br />, (10"am)
<br />e'
<br />N/A
<br />N/A
<br />WA
<br />s•
<br />WA
<br />6•
<br />N/A
<br />r
<br />N/A
<br />2 (WP)
<br />I
<br />r
<br />WA
<br />N/A
<br />WA
<br />e'
<br />M/A
<br />1•
<br />N/A
<br />r
<br />N/A
<br />2 (gyp)
<br />i
<br />.55A -72.0
<br />r
<br />WA
<br />WA
<br />N/A
<br />a'
<br />W A
<br />r
<br />N/A
<br />r
<br />I1/A
<br />3 t . LION)
<br />r-r DR LFS4
<br />a Lisa
<br />r
<br />a'
<br />N/A
<br />N/A
<br />a•
<br />s
<br />r
<br />r
<br />r
<br />a'
<br />3 tow"aY)
<br />r
<br />M/A
<br />M/A
<br />NIA
<br />6•
<br />N/A
<br />t'
<br />WA
<br />6
<br />N/A
<br />))
<br />r
<br />S•
<br />NJA
<br />N/A
<br />a'
<br />e•
<br />r
<br />a'
<br />r
<br />a'
<br />A a 7 (Bono) 1
<br />WA
<br />N/A
<br />12 1/2•
<br />a 1/--
<br />12 1/2•
<br />a 1/4'
<br />s 1/4•
<br />• 1/4•
<br />6 11W
<br />a 1/4'
<br />s (TDP/BOnoN)
<br />)
<br />WE SHEETS 10 t 11 FOR ANOMrK TYPE A SPACING FOR MIALLAOO S INTO WW FRME t1e0eIB
<br />WWA ANCHOR SFVOM AM OMM CODE D•IAMM AIE *MOW ON THAT lot01RE FA ED LESS
<br />TWA PGCAIm ON Imm" F40ta AHOet SPACING BY MULTIPLYING, SPACING Sam ON SCe01AE aY
<br />M FOA MIO FACTOO, FOR THIS 6POVOW W R POW&L IMDYCED SMPHO ONW40 LOKI FACTOR
<br />SMALL NO r LOIS THAN Ya,•L,IN aFYOG e1pGTE➢ one EACH ANCHOR TYPE AT AIMCADlS IESda,
<br />Alm Tot
<br />.._ 1/1 P
<br />11•C011
<br />-__ Im.
<br />O1)IP�
<br />I/r. _.
<br />- I/41.
<br />-.. 1/4%
<br />aNNhN
<br />1/4•.
<br />-wG
<br />YR .0m ,PY7Ne (N)
<br />3
<br />l
<br />a
<br />a
<br />/ ,ry
<br />3
<br />••a„t,g,INW ;o•wll pA)
<br />a
<br />l
<br />3
<br />A
<br />1
<br />1 ,/2
<br />"-I ,y yN
<br />a -
<br />a
<br />a,/T
<br />a,/S
<br />A,jt
<br />n016a m ow mom
<br />Rlplrt
<br />5•
<br />,M
<br />,M
<br />- !tAn
<br />M
<br />-
<br />V4.10.. Si LOW WAS$ ILOKM w/ INSTALLATION
<br />DETAILS FOR REGULAR PANELS
<br />Cj A (1�
<br />"'•' f SS M'"' 6 "` °`' $00
<br />VIU
<br />IN L UtIUTN• w ro -W A o. a ,N• 0
<br />III W r-r Mn. 6R 9 0
<br />,W IAMME
<br />INTO EXISTING WOOD STRUCTURES
<br />F PUG
<br />PANF1LAaE rEY•A ro 1 * W. "O PTAA •
<br />VAN 1 1/2• W. TI mm
<br />PYAKYRATGN ro ,EAGER /oR ALL LlIWTM W
<br />I
<br />r-r
<br />C
<br />r
<br />I, 1
<br />i ,7 e•
<br />GIBIBIBIBE
<br />Ell
<br />ED
<br />ED
<br />- I
<br />1 aM
<br />I
<br />EOf
<br />DI -
<br />I
<br />I
<br />; _
<br />e6aa NQ°a
<br />amMm
<br />lam "MmDt
<br />1
<br />1
<br />AOL=
<br />jr^
<br />i T
<br />1
<br />1
<br />AL TERHAT1VE f W
<br />ALTERNATNE
<br />i
<br />WALE
<br />SCALE 3/8-1-
<br />i ds
<br />�
<br />m "ail e
<br />1
<br />ONSAW
<br />All, SON
<br />-- FOR to CLAM i101N
<br />yW
<br />R Alm I
<br />SONIMInN
<br />1 iillo INf Rr ip
<br />f ro OauS
<br />}
<br />Eal
<br />d I
<br />1
<br />ED
<br />1 I
<br />+
<br />Eat,
<br />1 G,
<br />t'
<br />I.I.
<br />ED
<br />ED
<br />rol OIL.
<br />Eat
<br />) I/2-
<br />-i.I50'
<br />E0
<br />1
<br />I.
<br />1--
<br />1/4. I.D. . S/e' Lam Dow I1LC.I•G
<br />e/ ,/4'P-imi• s& W. • s I/.• D.0
<br />ALA tip
<br />-
<br />- FOG, N'"a LIAGna' UP W V-6• AM A
<br />� ii� MNe MR r r0.2
<br />• ) 1/A• O.0 FDR LEMGM4 UP W r-r Mr.
<br />•NAM
<br />�J
<br />rM OR FrA-tO PANALMAIE TOME 10 OII
<br />qlp I! PAN[LMR PLUS . 12 ./2• 0, C NRM t
<br />,/r�YT 110 fC�f • r ILL M
<br />ALTERNATIVE 3W
<br />ALTERNATIVE 4W
<br />,ry M nOuuD vENEIMTGM AT
<br />AQWAOTH OF EXISTING WGOD HATE FOA
<br />- , 'iGaGm „•WaER PRE IA,�ON
<br />2 �4 KITE • 0/ Au3L
<br />SCALE 3/a-1'
<br />SCALE 3/aw
<br />' AL LOW" LIP W r-r Nr_
<br />.'
<br />E
<br />DIRECT INSTALLATION BUILD-0
<br />INSTALLATION
<br />NOTE SNORTER TRACKS
<br />SHUTTER TRACKS
<br />N SHOW
<br />FOR��
<br />SCALE 3/B-1'
<br />SCALE 3/B-T•
<br />Mons:
<br />IIYHWNNA
<br />p: TILE jlj
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />��QL
<br />?� tvEN$F ''•16,
<br />UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-S'
<br />`�`r''
<br />FLORIDA BUILDING CODE (Nigh Velocity Nu cons Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCIIDN: WOOD MEMBERS TO BE SOUTHERN
<br />?
<br />�0 I11°O "E
<br />20 GAGE GALVANIZED STEEL STORY PANEL
<br />PINE N0. 2, w/ SPECIFIC DENSITY OF D.55 OR EQUAL
<br />z
<br />aAr� e
<br />NOTE foR (•L)MLBNPa1DN OF sEtltDNs
<br />Zs*' ST fir_ _�
<br />--
<br />AI.
<br />TL EwgatFl2T
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />�O,�E;. fl IL10
<br />TOP A BC)TTtNA NOUNi1NG5 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />4Y fsl 1(.
<br />>• R J. 1R YMae 4A,M,A R a1r
<br />NAw , pe/ N,-ta• . Ar . Oee PR -tat
<br />IMLOtE 146•fer-76-4 FAIL La6NXYIL-6nr
<br />200176
<br />IN$TALL11T10N
<br />\
<br />IMMN a YAL/fleNaLIE/pgE
<br />a )ty..
<br />f r IrLPY•, � r4ANr. nw
<br />OYMG R:
<br />Pd.
<br />au F- _ _
<br />it I
<br />am „ of"
<br />END
<br />SINS 0 EMERY
<br />OVERLAP
<br />(12 1/2' D.C.)
<br />TO FOLD PANEL
<br />11 (Mrs)
<br />1/4, SEE $FE EVTEANA PANEL END PANEL
<br />SCNEDIAE /1 SCNEOUE /l L
<br />® OR 7 •- 3' FOP U. --FOR M•A. r . -'
<br />ANCHOR
<br />OR DIRECT MOUNT � SPACING
<br />DETAIN. 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1)
<br />sauE: y1s• - r
<br />MAXIMUM PRE�U�TING.����DPRE�U��TINGa�i��D
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ATI)FOR
<br />/N���TIONS/�O�QNCR�E��NCR��OCK5�U�RES
<br />55UTIl4IL f 1_�_MW._WAIiM NHL(' TOP A eDTT•Mn JFJ Eo. . 3 1/2•
<br />N.TERINTE
<br />LOCATION
<br />AT END PANEL
<br />STUNS a EVERY
<br />OLERLN
<br />(12 1/2. 0. C.)
<br />TO HOLD PMEL
<br />d% Mh AM (C� P)
<br />1/4' SEE $E}I 1NTFAION PNEL END PIVIEL
<br />UA - 8 Tr -. MR 1 a02 �E 4- 3•. -,
<br />MIA ANCHOR Aft. ANCHOR
<br />SPACING SPA0W0
<br />t'-J• YM
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />STALE: s/1r . r
<br />�I����S.D�SIGN PRESSURE CORRESPONDI�PRE�URE�T/N�.s.f.) AND CORRESPONDII
<br />MAXIMUM PANEL LENGTH "0 SCHEDULE
<br />����. mOMiIiSnETYSTOP�
<br />SS'i�ILE.SYELLiLS tS LL§/si.
<br />MA:DaA AS&
<br />Pvgss w
<br />NATOW J
<br />exaN
<br />a TAP .
<br />cu-IN
<br />MI -M RY,LI w
<br />NMiwR PLUS
<br />APPUGt6E ro
<br />co onNS - ON
<br />OF TNDI
<br />IE 1 (R
<br />W
<br />COG, RTE
<br />TOCOMICRIM
<br />TO
<br />CONDESCH CRETE RC
<br />TO
<br />LSMfME
<br />TO
<br />,a
<br />BLOCK
<br />Lo11CJil IE
<br />ta00L
<br />I R
<br />■=
<br />1-66.
<br />COMGETE
<br />BLOCK
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />e'
<br />N/A
<br />6'
<br />N/A
<br />a•
<br />N/A
<br />I A 2 (TOP)
<br />SS.O. -710
<br />9'
<br />T
<br />B'
<br />9'
<br />9'
<br />9'
<br />9'
<br />9'
<br />9'
<br />9•
<br />1 (BOTTOM)
<br />5'-0' OR LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6.
<br />N/A
<br />a•
<br />N/A
<br />a•
<br />N/A
<br />1 A 2 (TOP)
<br />.55.0 -72.0
<br />9•
<br />S'
<br />9•
<br />e'
<br />9'
<br />7 1/2'
<br />9'
<br />9•
<br />a'
<br />9•
<br />1 (BOTTOM)
<br />S'-O' TO 7'-6'
<br />+55.0 -72.0
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />8"
<br />WA
<br />6'
<br />N/A
<br />1 A 2 (TOP)
<br />7'_6' TO W-el
<br />8'
<br />WAN" A.SD.
<br />DESCH
<br />PRQNAE
<br />RAIIG P1.
<br />I MM a S/i w now TOP GF MOW
<br />a m I wo e r YM MM AP V NE{a
<br />�� T�
<br />Wrol� Pµ0.
<br />LENGTH l' (n.)
<br />T -
<br />-
<br />�NfiATIO
<br />EM
<br />+48.2 -61.5
<br />3• 3•
<br />♦ 1/2' 4 1/2-
<br />2 (BORON)
<br />7'-6' OR LESS
<br />+52.8 -66.0
<br />3' - 3'
<br />4• r
<br />2 (BOTTOM)
<br />1-6. OR LE95
<br />+65.0 -7LO
<br />2 1/2' 2 1/2'
<br />4' 3 t/2'
<br />2 (BOTTOM)
<br />7'-8' OR LESS
<br />.55.0 -72.0
<br />2 1/2' 2 1/2'
<br />N/A NJA
<br />2 (BORON)
<br />T-6' To B•-0'
<br />+55.0 -72-0
<br />N/A N/A
<br />3' 3'
<br />2 (BORON)
<br />7'-6' iD 6'-)i'
<br />1•I•AA ASa tlg6w
<br />r.. Kral. tDonM
<br />F.O �3n
<br />(Q • Ew)
<br />o,w)
<br />LPrNr solNMDu
<br />,o Sax
<br />PMNn
<br />11mAw1
<br />•65.0. -7aA
<br />r-r
<br />x 3/4'
<br />,eeLL1O
<br />SEE BEET 16 MR A TYPE a SPACING TOR OWMA 101M INTO HOOD FRAME BIEDMa
<br />IIrAA ANCHOR VACNM AND WO" EDGE DEW CE ME OGCARO OR to& S0AOIKK . FOIL
<br />ED LESS TWO IGrATED ON SCHMAIE PM= ANCHOR �AnNG 61 Y1LiPWNG SPACING
<br />Dn" ON ICHEDIJU 6A 111E rI UMM FACrM. FOR INS OPOM710N W r POSSIBLE,
<br />REDUCED SPACING ONE%M LIM FACTOR SMALL NOT BE LESS THAN L,INYN SMOG
<br />6GSATO FOR EACH ANOM TYPE 9 ANCHORS NDUIG.
<br />t/Y•
<br />iJt
<br />t/4S
<br />1H••
<br />1/4 i
<br />11I[
<br />Intel
<br />PiPo>S
<br />YPIaA
<br />Q IN•••RP
<br />m
<br />ALLIS
<br />aux-N
<br />Yr AMaeR WRGNG R'L)
<br />3
<br />x
<br />3
<br />3
<br />x IA
<br />'MMINLLIA] OL)
<br />1
<br />a
<br />7
<br />a
<br />1
<br />B.M� er 9N3
<br />3
<br />a
<br />3 rp
<br />3 ,/1
<br />4
<br />ArINL m 66t BONOt
<br />raw
<br />t ,ry'
<br />art
<br />-16
<br />_
<br />_
<br />x ,A•
<br />-
<br />-
<br />-
<br />3t
<br />5•
<br />lm
<br />ILO
<br />m
<br />q
<br />;�? � �ceasF ••:� �
<br />No. 44167
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING (p.R•f.) AND CORRESPONDING MAXIMUM
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS �QINSTALLATIONS
<br />INTO EXISTING CONCRETE A( CONCRETE BLOCK STRUCTURES
<br />tIOUID ONLY FOR PANELS 1OA ®INSTAAIAIONS AS PER SWIONS 1 THIN) to ON SIEYTS 4. S A 6)
<br />ANCHOR
<br />N
<br />-
<br />N
<br />c
<br />N
<br />'O
<br />d
<br />i
<br />f�
<br />a
<br />V
<br />0
<br />0
<br />1A t17
<br />to 0
<br />G
<br />G
<br />R
<br />N cc ✓
<br />N
<br />Y
<br />3
<br />c
<br />d
<br />E
<br />'
<br />d
<br />S
<br />CC
<br />io
<br />•
<br />i
<br />7
<br />V
<br />O
<br />IMnu"N
<br />Z
<br />FLORIDA
<br />BUILDING CODE M Vol Nu
<br />Zone)
<br />a
<br />* No. 4 t 67
<br />°3°'° " I®"' •R
<br />20 GAGE GALVANIZED STEEL STORY PANEL"
<br />one
<br />m:
<br />* _ f..'
<br />'_ *
<br />°'JA,
<br />i[
<br />=co��mm&
<br />PROTECTION PRDDUCiSP u C.
<br />•810F4C' IOp l
<br />Mao ie. 6t sTRt2r
<br />•(regarn+)
<br />L
<br />-u..1EraN`.w 1r tr Rya..
<br />s �.
<br />Rnt (w)e°wi6ie Nnc
<br />20-T 76
<br />AAANN N a
<br />�tE
<br />oA-aNOa7fIN
<br />rAr rrM,.
<br />Onl•uCM
<br />Y1Nla A Hurt A•„ Pa
<br />.r
<br />Cam P aF n
<br />AMWIGM
<br />rAX•NLaH AEaaai 1lRtdq to Lo.. 3 1/2--
<br />A.S.D. DE9fiN1
<br />rlvcEN
<br />LY T!�-cAs
<br />CALK-61
<br />awElwwlE m�w.E ro
<br />PIYSYATE A7,OS
<br />6oug
<br />>Ef OEflS 14 i 1 AND li Tall ANOG16 TYPE ! 9YOIC FOR RSTAY.O1DNs ,Mro B000 FRAME BLADIN0.
<br />MRRwr ANGtGII SPOCINBS AND IRMLMw EDGE DEIANCE AR! NOICAIED ON 111E SCIEDIAE FOR ED, LESS
<br />71YN PNOIGIED ON SCNERAE PEOLS ANCHOR SPACING BY IAL71PLttFG SPAOelO SHOWN ON SCHEOLNLE BY
<br />,1E FOLLOWING iACWRL PoR 71,IB OP[RAl10N ro BE P069ME. Rm1K[D SPIC6G URAIIED CASING rA:roR
<br />5HW1 PION BE LESS t1YN IIea1RN 9FVICxNO ,IpGRD 1'OR NAG, ANCHOR TYPE AT ANLYGpt LEGEND.
<br />�M }I!E
<br />7/41
<br />1rPOW
<br />1/Pe
<br />D TAP-M
<br />f/4'•
<br />ty
<br />t 4"•
<br />1p1
<br />ONM-M
<br />ROLIO-SET
<br />Mn AEHW fPAOIe fiAI
<br />]
<br />x
<br />)
<br />3
<br />x tp
<br />7
<br />4•Lp,IgLtLp ,AArNY p,.)
<br />7
<br />3
<br />a
<br />a
<br />1
<br />a rp
<br />Pa 1PA1N 6„sr sr 6A)
<br />1
<br />a
<br />a +R
<br />1 ,/x
<br />•
<br />a ,n
<br />AANL m ®i fa6q)
<br />► A i
<br />10 R
<br />x 1/r
<br />o.n
<br />r
<br />Im
<br />Im
<br />Im
<br />y
<br />-
<br />al
<br />I{ /h10 PANEIAMTE PUNS
<br />O.C. W/ / 7/6•
<br />I: PENETRATION tD
<br />F]CR1 N0 wcoD EAOLR
<br />ii
<br />OUR
<br />III li •
<br />�y"C •
<br />4
<br />aFx SOEWlE ON
<br />91QT a
<br />FOR I/AL
<br />ro YAffi.
<br />YeA. PANEL LENOTN
<br />/AY-x0N1' Si ` (SEE NOTE 1)
<br />YS
<br />i eGAvr11M6am,r-
<br />I II
<br />90R
<br />{� OF 'L,
<br />.
<br />1 )
<br />a ve Oc
<br />SINE BCKDWE CH
<br />M,LET 8
<br />no Mh 3F►ARAAIOIH
<br />10 OLAai
<br />7
<br />` -
<br />MO. PANEL LENGTH
<br />1/A•F30A,' Ss
<br />(SEE NOTE 1)
<br />�• _.
<br />--- - - - - -
<br />•�itva Aar
<br />I
<br />SUIT
<br />OF V
<br />Q) MIA,
<br />l_ I.
<br />: r
<br />2'K4' Maoo o1AiE ' 2'A4' WOOD -PLATE
<br />REOUPED - /tA-tg PMIELNATE R.US REWIRED
<br />- i�. -i 6 t/I.7/6' I I
<br />li i MED
<br />Mo T[1°" • - _ _ t/sV LAC 3gfWb e
<br />i, 8' O.C. W/
<br />_-- --- SAID ►/ 1 t/PEP1tTTWION
<br />DiEC: - --_ - AT MVWDIH a PLATE
<br />SGLF 3/8-i'
<br />SCALE 3/M'.
<br />BDTES:
<br />1. INSTALLATIONS FOR ALTERNATNES Be. 9W k TOW ONLY VAUD FOR
<br />BUIDIRGS WITH AS.D. DESIGN LOADS UP TD +43.8. -46.0 Pa.T. AND
<br />PANEL'S LENGTH UP'TO 12•-4'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE W. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />Ran- FOR COMBINATION OF ASCrnNs;
<br />TOP @ BOTTOM MOUNTINGS CAN %
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />MIST)ILLATON.
<br />- 7
<br />14-10 PANEUM/E PLUS
<br />6 1/4, O.C. W/ 1 7/0'
<br />-
<br />I
<br />THRF/OEO PEPILTRA71D11 TO
<br />EXISTING WOOD HEADER
<br />- _
<br />TAF4AY/a'
<br />! �
<br />ERR, sm •
<br />a'/w of
<br />SCE SOEpAE ON
<br />S EEI e
<br />- id MA. ION
<br />TOaAa LASS.
<br />..)•-
<br />Has PANEL LENGTH
<br />/•Y-xOn seise
<br />(SEE NOIE 11
<br />MLR w/ 7/e'Y
<br />I Evan' DLaaAP
<br />•
<br />Of
<br />!
<br />MILK
<br />�
<br />N r Tom
<br />,f_ yz_ ace 1 t
<br />OUIWOOD -?HIEI"N$MTM AT
<br />jMWWWM OF PLATE
<br />DwCT MOUNT INSTALLATION
<br />Oka
<br />SCALE 3/6-t'
<br />CODE
<br />INSTALLATION DETAILS
<br />FOR OPTION A 1 FOR
<br />LIFE
<br />SAFETY STORM PANEL
<br />SYSTEM
<br />T/••P LAD sLxEMa • r ace r/
<br />INTO EXISTING WOOD
<br />STRUCTURES
<br />1KCC0 'a PE/E/MTIOM
<br />RooD IEADSA
<br />__1 .-� - __;
<br />10
<br />I �
<br />R000ttF/DEIe
<br />RLOIMP[a
<br />wi :
<br />-�4-
<br />e)�Ao
<br />Sn°'"'
<br />�TERNA�VE I
<br />ALTERWTIV�3TERNATIV 2
<br />01E0 tsa•t
<br />10 I
<br />OET. t/,4)
<br />• ,2
<br />six
<br />I
<br />mom
<br />sEW11oWrIO�
<br />p
<br />I !
<br />'
<br />EON
<br />ED
<br />°II
<br />EO!
<br />�
<br />$t
<br />I
<br />I
<br />Eoj
<br />}"
<br />(
<br />i
<br />G - - �
<br />I
<br />- '• -� ROOD PLEA[
<br />RaaNPED
<br />ROOD M
<br />11 REOUeEO
<br />;
<br />8 Csn
<br />ALTERNATIVE
<br />3
<br />ALTERNATIVE
<br />4
<br />RIEO MW
<br />7/4'4 Lod KOM • r D.C. W/ 1 try•
<br />.j .I'.
<br />I•L T.%Lem PDE14%"Ir Low �AMim W/
<br />1/4.0-m r Ss M.S.a a' OD am
<br />ALTERNATIVE
<br />WOOD FRAME CONDITIONS
<br />A ANCHOR LOCATIONS
<br />v4,N so .NruM1E ,CHINE o o.
<br />MFGWTE PWS • 6. O.0 • I Try• ,AH.
<br />SCALE, 3/e' - i"
<br />It4Em[D PEKTMRON TO a1 "m
<br />NAME
<br />NOTE SMMLTER TNEIa NOT SHON, NOR CLARITY
<br />`"'pNTtLL/
<br />WALL _MOUNTING INSTALLATION
<br />ALTERNATIVE
<br />t Wr'!q
<br />r
<br />�• 7
<br />FLORIDA BUILDING CODE MI h YdoeIf Nurrlaom Zone
<br />PGma ntcao. Pc.
<br />20 GATE GALVANIZED STEEL STORY PANEL
<br />o M go.
<br />St '� -
<br />I. 06TALLAatlMi ARE ONLY WAG NOR BUILDINGS WITH LSD, a6'6N LADS W
<br />+55-% -7A.6 Pr AND PAWLS LOW" w W B'-r.
<br />TO
<br />-" �'• Ft RLfl `j
<br />}yo(y••
<br />AL PROTECTION PRODUCTS, I.I.C.
<br />07JDATE
<br />2 FOR NEW ROOD FLAME COIbiMLT101A earo IOAERS ro BE satRNEAM
<br />PINE Al". L W/ SPIOCFC DENSITY OF ass OR EOWL
<br />H - C
<br />NA ss� • "R`� �, - -
<br />IL EC01rB.
<br />A
<br />Am SW. st sww
<br />AMC M_ $n14
<br />NFNI/INof logo
<br />11"
<br />Iw•i "AaPaN
<br />PMM t6°`)rB"Tw• F'w: (AS4)ts�'»)
<br />20-176
<br />PE. SGA/We ontJoe%MW
<br />Fh ,o w."IIPRN,.
<br />wALiEl1°-ODM P.L
<br />w. ItHI
<br />O r YR rL wt�r, -
<br />aallw•a ,Ax
<br />SI•ET Nis " b
<br />+r
<br />N
<br />N
<br />cn
<br />U
<br />Q
<br />O
<br />N
<br />ca
<br />.0)
<br />U
<br />cn
<br />(�
<br />O
<br />O
<br />Q
<br />O
<br />O
<br />CD
<br />cu
<br />O
<br />U-
<br />i
<br />i-
<br />`V
<br />-0
<br />._
<br />U)
<br />Q
<br />W
<br />cu
<br />O
<br />c
<br />0-
<br />U
<br />c
<br />O
<br />l�
<br />v,
<br />cu
<br />Lu
<br />=
<br />Q
<br />Z
<br />Z
<br />Q
<br />,I- j
<br />I..L
<br />SHEET NO.
<br />SH 1.1
<br />
|