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<br />NOTE MILLION CAN AM 9E INSTALLED RIO STORM PANELS ON TOP
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<br />(ONE AMID. OPOGO W/ 1UME TOP el BOr1OQ
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<br />No. 44167
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<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH
<br />S.D. DESIGN LOADS �.� ��.••"'•••.•
<br />UP TO +55.5. -72.0 p.£
<br />s.f. AND PANEL'S LENGTH UP TO 8'-8'. 3 . JCENS
<br />2. FOR NEW WOOD FRAME CONSTRICTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL r : • No..4167
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<br />NOTE FOR COMBINATION OF SECTIONS: -Q ST OF�
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<br />NOTES ON LIFE MEER =811 PANEL LiffA MST IANION -
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<br />10 HOLD PAEL-
<br />!/r MN (CARE i)
<br />r M.. (CBE A)
<br />HtAHaWA ASA
<br />vxoN
<br />O' TA -OP
<br />WI-ft
<br />Pfttlamm /ONE 0
<br />IlA+611AR PLUS
<br />APPIIGML[ m
<br />DESIGN
<br />PRa5tNE1
<br />HDRSTE m
<br />R[aNrodET[
<br />70
<br />CONCRETE!I.
<br />WL
<br />CONCRETE
<br />t
<br />m
<br />TO u�M mm
<br />111k,
<br />Bt
<br />Ec1aK / •
<br />0, 111,, "
<br />YAIGYW P,rEE
<br />Nt1GM 1• (AD
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />8"
<br />N/A
<br />07
<br />N/A
<br />6'
<br />N/A
<br />1 a 2 (TOP)
<br />55.0. -72.0
<br />g•
<br />T
<br />9'
<br />9'
<br />9'
<br />9'
<br />9•
<br />9'
<br />a•
<br />9•
<br />I (Borrow)
<br />S'-0' OR tL55
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6
<br />N/A
<br />6'
<br />N/A
<br />8
<br />N/A
<br />1 A 2 (•TOP)
<br />+55.0 -MO
<br />9-
<br />7 1/2'
<br />9'
<br />9'
<br />9`
<br />9•
<br />1 (BOTTOM)
<br />5'-0' TO r-6'
<br />+55.0 -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 />7'-e" TO
<br />9'
<br />4'
<br />g•
<br />6'
<br />9'
<br />B'
<br />6•
<br />6'
<br />6•
<br />6'
<br />1 (�FTOM)
<br />NA1N DASD
<br />"CORE
<br />M1eO S1.
<br />I {SIC • 3/W RS, PER TOP S ANRQ
<br />CAE t Mo e r Ws ROW b or man
<br />AP � E o
<br />CODINA7O
<br />OF THEM
<br />MAMMM Pµ0.
<br />LENGTH, 1• (n.)
<br />-
<br />-
<br />ro
<br />+491 -015
<br />3• r
<br />4 1/1. 4 1/2•
<br />2 (BOTTOM/)
<br />7•-6" OR LESS
<br />+s2.e -as.o
<br />4• 4
<br />2 (BOTTOM)
<br />r-6. OR LLSS
<br />+SS.O -T2A
<br />2 1/2- 2 1/2'
<br />4- 3 1/2.
<br />2 (BOTTOM)
<br />7'-8' OR LESS
<br />+SS.O -710
<br />2 ,/2' 2 1/2'
<br />N/A N/A
<br />2 (807tOM)
<br />7'-8' TO 6'-0'
<br />+55D -72.0
<br />N/A N/A
<br />!' 3•
<br />2 (BOTTOM)
<br />7'-B' TO 8•-8'
<br />NEL `-END PANEL
<br />-3---•. /2 FOR --- /2 FBI -._.3-
<br />IMN SP ANCHOR
<br />6OR "`SPANCHOR
<br />AC
<br />DETAIL 2 FLOOR MOUNTING INSTAATION (APPLICABLE TO SCHEDULE 2)
<br />SALE: 3/1r - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "0 SCHEDULE
<br />fAEa&&Q F ONLY TO S.; , A 2 1.= FOR sF . STORM PANE
<br />SYSTF21 ON S ET 131.
<br />YMYY Ai• ODFM
<br />Y.E CRIB L•MN
<br />NOY.E 1ErNe
<br />(W.)
<br />1• Rl)
<br />ORE iRROIW)
<br />-. 1e7NaaEN
<br />M NAE
<br />NINE
<br />RafIWI10N
<br />.ben -TEO
<br />YX
<br />2 3/4'
<br />Uleaf®
<br />SEE SHEET 15 FOR MOORS TYPE A SPACING FOR tNSINAU TIDIS INTO WOOD FMNNE OVUM
<br />MINIMUM ANCHOR VVION06 ACID Memo CODE OWANCE ARE ADEAEO OR IHSS SCHEME. MDR
<br />ED Lou IRAN NOCAIEO OR SCHEDULE MM= ANCHOR S•AC KI eY N A.MLYIG SPACING
<br />SOWN ON SCI®IRE ar THE FOLLOWING FACTORS. FOR 748 OPGOION ro BE POBNRL
<br />REDUCD S'A•IT GRAINED USING FACTOR SMALL HOT WE LESS TRW/ MONRAI SPACING
<br />NCCATEO IOR GCH AICFw TYPE A IeMOaM LEGEND,
<br />If00 T>R
<br />1/41
<br />1/aP
<br />- 1/4-
<br />1APCa1
<br />Q OPiEP
<br />�"
<br />ri1lO1Y1R
<br />OWIA-.H
<br />Yw Nap e040f0 CA)
<br />3
<br />3
<br />3
<br />3
<br />E I/t
<br />•tpSleYla W
<br />3
<br />3
<br />3
<br />3
<br />3
<br />Ratty Ste W
<br />]
<br />3
<br />3 ,/2
<br />3.4
<br />4
<br />NIOIR V Om miumm
<br />RIGOR
<br />� .
<br />Us
<br />JO
<br />_
<br />-
<br />2,?
<br />Do-
<br />n
<br />3 1?
<br />im
<br />m
<br />FLORIDA BUILDING CODE
<br />(vPtm ONLY FOR PANELS R 0OWAUA11M AS PER SECTIONS I TNRu 10, ON SHEETS 4. 5 A 6)
<br />NNXWIIAI
<br />MA1tYN ANCHM SPACSO FOR L0. - 3 I/Y +
<br />ASO. OE7a.
<br />OPCON
<br />OF TAP -OW
<br />bLN-RH
<br />PANDAwaE FEMALE ID
<br />PAABMATE PLUS
<br />SOLID SCT
<br />APPLOCARE TO
<br />SECn" / a
<br />MAXIMUM PANEL
<br />,��
<br />MTe1G
<br />(PAT.)
<br />ro UIMCETE
<br />m
<br />CONCRETE
<br />SHOCK
<br />m CONCRETE
<br />ro
<br />DOtHCR[T[
<br />WLOCN
<br />ro COrNCI"
<br />m
<br />COMMCIC
<br />ROrx
<br />ro CONCEDE
<br />m
<br />CONCRETE
<br />aL.oac
<br />m CONCRETE
<br />m
<br />CaNCIE7F
<br />WLOOIC
<br />f0 MNORET[
<br />ro
<br />CONCRETE
<br />B100,
<br />ANY CaN6nARON
<br />Or new
<br />La16N 1' M.)
<br />8•
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />G.
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />B•
<br />8'
<br />B"
<br />6'
<br />8'
<br />8'
<br />N/A
<br />N/A
<br />, (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6'
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />5-
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />555, -720
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />8'
<br />N/A
<br />B•
<br />N/A
<br />N/A
<br />N/A
<br />3 a 4 (TOP)
<br />>T-5' TO 8'-6"
<br />OR LESS
<br />6"
<br />4•
<br />N/A
<br />N/A
<br />6'
<br />IS.
<br />6'
<br />6"
<br />r
<br />6'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />8'
<br />N/A
<br />N/A
<br />1 N/A
<br />8`
<br />N/A
<br />r
<br />N/A
<br />8`
<br />N/A
<br />N/A
<br />N/A
<br />7 RCP)
<br />B'
<br />4"
<br />N/A
<br />N/A
<br />A.
<br />S.
<br />6'
<br />8'
<br />B'
<br />6.
<br />N/A
<br />N/A
<br />4 A 7 (BOTTOM)
<br />6 1/4'
<br />N/A
<br />N/A
<br />S (TOP/BOTTOY)
<br />50.0. -53.3
<br />N/A
<br />N/A
<br />/2 1/2-
<br />6 1/4'
<br />12 ``-/2'
<br />6 1/4•
<br />6 1/4'
<br />6 ,/4'
<br />6 1/4'
<br />6 1/••
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />8'-6' TO /1•-2•
<br />55.0. -72.0
<br />N/A
<br />N/A
<br />6 1/4•
<br />N/A
<br />6 1/4•
<br />N/A
<br />6 1/r
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />'-r 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 />6 1/4,
<br />6 1/4'
<br />6 t/4'
<br />6 1/4•
<br />5, 9, 10 (TOP)
<br />3.8, -41L
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />6'
<br />6 1/4•
<br />6 1/4`
<br />a (BOTTOM)
<br />OR LESS
<br />6'
<br />4•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6•
<br />8 1/4•
<br />6 i/4'
<br />9 (BOTTOM)
<br />12'-4' OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8 1/4'
<br />6 I/1'
<br />6 1/4'
<br />10 (BOTTOM)
<br />SEE S KM 10, 11 AND I: FOR A404M TYPE A SFACNO FOR NS/IWANOM11 INTO WOW PRIME DLRO91a
<br />MNOW ARDOR 6POAVM AND MDO" EDGE OBTAHM ARE WWXM ON TIRE 5CNEDUE, FOR E.D. LESS
<br />TRAIN NOIOATED ON SCHEDULE REDUCE ANCHOR SPACING 9Y MAINILWA SPACING SHORN ON SCHEDULE In
<br />THE FOUCIRIC FACTORS. IN THIS OPEMTI N m RE POSWRE. REDUCED SPACING OIMMNED USING YACA,
<br />SINLL NOT R LESS TWA MINIMUM SPACNO INDICATED FOR CAW ANCHOR TYPE AT ANCHORS LEGEND.
<br />},�
<br />t!a••
<br />UPCO
<br />I/r.
<br />crvpAw
<br />1/4i
<br />�o
<br />1/a'.
<br />1/�i
<br />1rye
<br />Pun
<br />ONK-N
<br />f0{Rl-SIT
<br />W. Acne lRAG 01.i
<br />3
<br />3
<br />]
<br />3
<br />I IR
<br />I
<br />AKE
<br />Iu1ArN Ra.r w 6LD
<br />3
<br />3
<br />3 ,!!
<br />3 1/2
<br />4
<br />3 ,/t
<br />AW7R ea 4sr �o
<br />FACTOR
<br />.35
<br />] I
<br />,.
<br />,m
<br />im -
<br />-
<br />,Do
<br />.0
<br />-
<br />3,
<br />o
<br />0
<br />e
<br />� `� o
<br />m
<br />V N
<br />ti
<br />N +,
<br />p •C
<br />4v m
<br />a]
<br />'z
<br />v"C., 123
<br />C
<br />�
<br />u
<br />C
<br />� Q
<br />t
<br />•o
<br />ZZ
<br />C
<br />.Q
<br />F FLORIDA BUILDING CODE NI VetoGNy Nu can* Zone
<br />ST
<br />c 70,20-176
<br />WL�
<br />m0t0 s3va' "`
<br />20 GAGE GALVANQED STEEL STORE( PANEL
<br />ORION •
<br />PROTECTION PRODUCTS, LLC.
<br />1ti Rat• G-00Df7R M-ION
<br />M11O1 A TINA "u,E
<br />OPNm[
<br />a _N,
<br />_ �'• _
<br />fYl E R re
<br />INSTALLATION DETAILS FOR REGULAR PANELS n do 1A
<br />INTO EXISTING WOOD STRUCTURES
<br />1•-10 PR WORN PU)5 ' '•y I,�: .. IPA/0 1MrdWTE PLUS
<br />'�,` ��:�• 14-,0 PANEtINTE vILIS
<br />y W/ 1 7/6'
<br />r TNREAOED PEIRTMTION TO - f 1 I PflETIMLRON m W000 1[Ap[R PFEEiRAtIOI m
<br />I I EXETING WOOL MERGER EXISTING WOOD HEADER RE17URtV 1 j varm WOOD MEN"
<br />IAA I
<br />,. WR _z
<br />vn
<br />WOOD ftoAoEn 2• t.00o 1!FADFR
<br />nEGUREo- MP• , REM w I; PI
<br />a
<br />m sOwDUE am SR SCHEDULE OR fR scvlm E ON
<br />s11Ev • Wm a SHOT /
<br />Iw w. I m, UP. mrwN"ON ra �. MPAw+RaW ,
<br />m a!0 m o Aa ) m GLASS. ;
<br />^• YmE PAEL 'ENO/M - - - - I,ff. PANEL lEiN1IN 1 - ;'� - Yw PANEL
<br />LENCtH1
<br />I/.11-2m, aS `: (SCE HDTE t) try tECn• ti (SEC NOTE t) ( ,l.�rOA,• T.c , {SEE NOT, 1)
<br />Ma r/ T/e1 . I 3N/s r/ r/rY : 1 aM/s3.yr! r/rP
<br />i SOIL
<br />50S A 3OR I OF 1•
<br />O 1• OF t' ('a MAX
<br />WAS
<br />No lo'1r
<br />M/ews i/i ks2Ow/
<br />' �•0
<br />r. jj a 12 //Y 0L
<br />Eck
<br />I _
<br />L.. `1 1 I L t* _ _.I/•'! LTG SCREWSct
<br />O r OC W/I 1/2'
<br />�N li 2•N' WOOD PRATE -t j ; 2.4' WOOD 1PN THREADED
<br />2'!4' WOOD PIAIE IPA tO PANELWIIE PLUS YYiE
<br />REOIARtD -'1 W t 4' 0.C. w/ , 7/8' REQUIRED E4NT �W� MOORON OF ANTE
<br />PEiE7gy11DN •
<br />MID WIDTH OF PLATE
<br />iN
<br />1 4'f IRE lt3LEW5 •
<br />--. --'9f O.C. SMOGEREO W/
<br />.
<br />- -
<br />JAT
<br />�g
<br />m1DMD11M OF PLATE
<br />ALTFJMTFVE BW OMW
<br />SCALE 318-1'
<br />MOUNT INSTALLATION DIRECT MOUNT INSTALLATION
<br />SCALE 3AW W SINE 3/11W
<br />MQD3*
<br />1. INSTALLATIONS FOR ALIE- MTNES 6W, 9W a IOW ONLY VAUD FOR
<br />BUILDINGS WITH AS.M DESON LOADS UP TO +4111, -48.0 p.9,1. AND
<br />PANEL'S LENGTH UP TO 12'-4'
<br />L FOR NEW ROOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE N0. L W/ SPECIFIC DENSITY 0.55 OR EOWI-
<br />MATTr FDR TNYN OF SECTIONS:
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />INSTALLATION
<br />""'°� • r as •/
<br />DETAILS FOR
<br />OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />I ,/R2 MM. Room roviumcN
<br />EW61e1c f10D0
<br />10 WAGON
<br />EOH
<br />M E
<br />R[oANlm
<br />I
<br />%I
<br />11 '
<br />" °' "' °`
<br />AEDAAIrD ' R1aRMFa
<br />i
<br />B4TERNATIVE
<br />1 ALTERNATIVE 2
<br />I1
<br />, LG
<br />S//R.-.I' UTACIYIE
<br />DJswi] 1 0C g
<br />I
<br />1
<br />Or�HI $.1
<br />- FOR
<br />SEPARATION
<br />ro alAbE
<br />I
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<br />EOL
<br />,
<br />.
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<br />OR
<br />EO
<br />3tL .
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<br />E{-_
<br />f....
<br />9
<br />I
<br />Re00°ouRn�`
<br />-
<br />L
<br />C'
<br />ALTERNATIVE
<br />3 ALTERNATIVE 4
<br />rr
<br />ROAIfEO
<br />1'
<br />IY/E4. PTY�DPFlE7 EA1rIMa OR / T L/2•
<br />ED
<br />11^11A /r LONG awm Ke" W/
<br />,ryTA-2wa• :A YS "• oc. a
<br />ALTERNATIVE
<br />y
<br />WOOD FRAME CONDITIONS A ANCHOR LOCATIONS
<br />PANCIMTE rERAU O OR
<br />1MIBLNMTE Pull • r OC r I yY Hh.
<br />INVADED PEW MT04 TO [ 1NC t10oD
<br />SOME; 3/r - I'
<br />RATE
<br />NOTE SHVITER TRICKS NOT SEWN Poll CLASS"
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 1 W
<br />EW1E s/e' . t'
<br />2Glft;
<br />/. METALLRON6 ME ONLY VAIN FOR S ILDNOS WITH AS 0. DESIGN LOADS NIP TO
<br />+953. -72.0 W AND PNR1•S LENGTH UP TO r-r.
<br />:.FOR Off 1"E•N. 2w, W/ FRAWE SPOC FC CONSTRUCTION,
<br />OF OAS OIL � m WE SOUTHERN
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<br />SHEET NO.
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