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<br />0119401714
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<br />WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />SPLIT PANELS � � e`"`.� ••
<br />1 4't \ '- /er�'lilittl0'-r i - 1•-. Yw Afire °-
<br />\ r]a�
<br />11/mc I .\ 7• L- ®. ® ry�p � . eonoYl�evnM
<br />I
<br />1 , r r,
<br />Yi 1' t• r r•et . Ma. Z
<br />I ®. �,. rr.•Y. wEOLI • I]+M'/° y+r• 1A•CDN c
<br />� � 4• ` i �aNaarc oA sour; C :� t• M. "NnDI lr! a ,/P
<br />1 .
<br />-..._YI+L /E0. % Ium wont � ��
<br />1 ,
<br />1 � Sru r. 1/4 . 1' A�6•Y�•1, ' �• 1 4 . t � I 1 ti i
<br />J[Lldi1 \ f
<br />) IPML�•-.• Ira eNN1. ' ' �.
<br />It" ar Ante •.wf- _��,` Aaro eM xaa , ���--'' r.NAN •taw roeau r 1N•
<br />- .06T-A xlA •6L W. -fse W. _._ _ ._. .�
<br />BWD)NF a 11" •RET) • _ _ _
<br />1
<br />1
<br />-
<br />uP+E� YI►i[Deour� �
<br />II'
<br />I I i�al
<br />ritililr •o]wI/tsal�o,ri NsaouP-
<br />� i r .Mtn W- -n0 W. IeAl"I
<br />I •]�oe a a a Y� •% ION. taP ♦ m> ,n'- - -• Win' 11 �o IALNaN eNFI • twE Ywll"1 Na® '
<br />�rT{pN y-y SPLIT STORM PANEL ELEVATION
<br />, t SCALE 1/4'-1' TRrn ' SCALE 1/4'-1• erYwwq SCALE t!B'"•
<br />1 Ea4 or Jd410]a,-i
<br />..1 / MULLION SCHEDULE
<br />eleSls • . q
<br />SCHEDULE ANCHOR Mm ANCHOR
<br />SYSTEM ON SW31JAL
<br />)
<br />+ ,. a . .
<br />•• Itl1eWKr�T1lB'DE' '�'� OIaENRv
<br />SECTIEiN 1
<br />SCALE 3/13-1-
<br />NOTE: MUUJON CAN ALSO BE NSTAUiD W/0 STORM PANELS ON TOP
<br />OR 90TTOY SC THAT IT
<br />IS LOCATED AT 70P OR ACTION OF OPENING.
<br />(ONE PANEL OPENING W/ TUNE TOP a mTmM)
<br />P�NUNG
<br />INSTALLATION - ALTERNATIVE iW
<br />SCALE: t/r - 1•
<br />M... MULLION
<br />SPAN (R,) •
<br />REOU RED Min.
<br />TUBE MULLION ••
<br />< 4'-r
<br />Y . 3' x 1/8'
<br />> i -8' TO s'-r
<br />2' . 4' . 1/8'
<br />J - I 11IN I BA. i B : 21i .► 1
<br />' ► .•o'
<br />A•RBI
<br />,•iwi.. n�ilaereir
<br />tare Per wiNA
<br />2
<br />/srJ
<br />1 9B . a•• ac
<br />m RAN l
<br />1
<br />INSTALLATION - ALTERNATIVE 3W
<br />_.... °" SCALE 1/4• . 1•
<br />l
<br />+!,/]gym
<br />•. w IrAt•• • r .<.
<br />troy �Ya
<br />r/7elorel s II,rT Fea,�
<br />WALL MOUNTING
<br />IINSTALLATbN - ALTERNATIVE 2W
<br />SCALE 1/4' - 1'
<br />mom
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 p.s.T. AND PANEL'S LENGTH UP TO 8'-11'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL.
<br />NOTE FOR COMBINATION OF SECTIONS:
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CEILING A FLOOR MOUNTING WALL A FLOW MOUNTING
<br />INSTALLATION ATION - ALTEfNiATAIE aW INSrAU AMM - ALTERN ATM
<br />(SECTION AT TOP IS LANTED TO +55.5-67.0 MAX. SCALE: 1/4' . 1-
<br />A.S.D. DESIGN PRESSURE RATING)
<br />SGIF: 1/4' . 1•
<br />w � Maim
<br />1 r TOTE N1e9
<br />_ - - .e•'"N°°1oosse Orr
<br />FLOOR MOUNTING
<br />INSTALLATION - SECTION 4AW���W
<br />SCALE- 1/4" - I -
<br />CONCRETE ANCHORS CONCRETE AMCIORS FOR CaKWE1E AICHom. SCE SCNF+••r ON SMELT
<br />(SEE SCt� 'StRE'1 ON� `_ (REF SC t011 FOR NOW SCR ; SEE SWnOk ON SHEET 15 T. A
<br />J POURED CONCRETE � 1/4 2/l 2A/4 3/4 at ys T. 2 8 Tw/Ts iW/15
<br />2 y Il�
<br />IIj� SW' �_ : .Soo• _)-W
<br />OURID CONCRETE
<br />DOU NEDMffl� W \� I t:rt cone
<br />tittl
<br />SEE SCHEDULE
<br />1T11 17TI1 I-l- (1T 1 TTT LILT ..
<br />SHEET 14 , i 6M TI L; (DID RWEL) (i 1MOR (KM" MNELi ONTER R NNEL) (EM PA EJ
<br />ITTN TO �IIRAtro/I {F0�` m a aQf w�L� I
<br />7 ••'A`] . EMERY E 6� NYNG�7N��• E
<br />m• ii 1 oa p sTuO . =i CHIM Ad
<br />1
<br />STUD . 12 t!r O.C.'1=- Mn.(CASE f. .'a,N N [11tL
<br />+I Ala• Mr. 11 R R
<br />(SEE fET. ,/tQ , MA irABE p m • II t/2' O.FH11-1-
<br />LY (SEE wr. 2/1+ ' 1M '
<br />I
<br />R N
<br />OR CONCRETE� #
<br />T%xrMUIUMED
<br />_� I I C•M. I
<br />AREA W/NO LIFE
<br />--_....._._..--. L PANELSFOR -___
<br />.. REGUIM P
<br />__.�- g� PANEL -J
<br />NOTE 1 BEL01q
<br />__. _ _..
<br />►+' 0 REGULAR TRK
<br />NOTE I
<br />CONCRETE A 04M : �' ' /�� �./ ; /; ,, i/ , :. -' [}Q�O�E at qAB
<br />( SMELT 14) POURED COM71 'E� , .. Nn. COt1CT10f1)
<br />Ce,4 AFAuerED 9C11mLl,F tCON,•
<br />mj
<br />�0M)
<br />ORM
<br />F� S
<br />s UR W 516P,aBE:PANEL° STALLSOPENINGOPTIOASMALL
<br />TUOWAYS BE +WA7lON IREIIOW
<br />To !%A�LLED ON REMOVED FROM INSIDE
<br />SHEET 1.) --F••
<br />ELEVATION
<br />WALL MOUNTING INSTALLATION MALL AND FLOOR MOUNTING INSTALLATION
<br />SCALE 3/32•-t'
<br />- SECTION 1 SCALE: 3/8' . I• - SECTION 2 SCALE: 3/8• - I'
<br />NOTES ON LIFE SAFETY STORY PANEL UUM INSTALLATION -
<br />r . MAP ®®•• 7
<br />t •
<br />1 • I/GM
<br />f. LSE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS).
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS
<br />(., OR -0 REG" TRACKS.)
<br />)
<br />B NIOww ►YR73.
<br />NOTE t)
<br />{AL
<br />8 AT E/L PANEt2
<br />SEE q E t)
<br />2. LIFE SAFETY sTOt PANEL coNsrsTs OF a039• GALVANIZED STEEL STORY PANEL AS
<br />SECTION 8-B
<br />PERCOYPONEM ()), SHEET 2 OF DRAWING.
<br />SCALE 3/32•-1•
<br />THIS PNIEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE NSIDE OF
<br />STRUCTURE..
<br />3. UFE SAFETY P REOIRRES TOP TRACK TO COMPOt1EM Qja 80TTOM TRACK TO
<br />BE AS PER SHEET 2 OF THIS DRAWNG.
<br />CO"POAR•N( BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I a
<br />A�pNA1iNI/Nara
<br />�Q A• TIE(/r
<br />'` •'•••••••••••,
<br />2 ON THIS SHEET, AS WELL AS DETAKS I At 2 ON SHEET 14.
<br />V
<br />?
<br />FLORIDA BUILDING CODE (High Volocity NI
<br />4. Min, LENGTH FOR COMPONENT V IS 1$'.
<br />:, HO'
<br />NOON) n' Pre
<br />Mox. ANCHOR SPACING FOR C ®ANCHORAGE AT BOTTOM IS GIVEN ON
<br />= * =
<br />20 CAGE GALVANIZED STEEL STORM PANEL
<br />SCHEDULES i & 2• SHEET 14.
<br />COMPONENTMAY BE PERMANENT OR REMOVABLE
<br />S SEE DUALS FOR INSTALLATION INTO WOOD FRAME BUlDRNGS ON SHEET 15.
<br />s s
<br />'- YO . 14�
<br />F' •.. oa
<br />' t o ENC. PROTMPRDUCTS, LU
<br />8. SEE SHEET 4 FOR DETAIL APPLICABLE 10 THE NECESSITY FOR THE INSTALLATION OF
<br />+a IFS' ONA
<br />h rllu /
<br />4m S.W.1 ewtl
<br />Ar ]w. >~•w NN. •.swAA,i Rtac (YJa Tsy FFAX (ESN)UB-a79T
<br />SPACERS AT TRACKS INSTALLED ADJACENT ,AND MONO TO STUCCO/WOOD BANDS,
<br />1tM11�
<br />PAL SK/SIWInm/bm
<br />"""' pNi "'-,v_ 719
<br />rYL1Tl! I'm Jr.. PL Y,t-W
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING .s.fa) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />(W o ONLY FOR &(4%LsrALUTta4s AS PER SECRaA t TMB) 10. ON SHEETS 4. a a 6)
<br />MAXIMUM A.S.D.
<br />• BOLTED N/ 1/41xan• SS M.S. & YECMn AT 01FMAP k MVJMW Or PANEL
<br />DESIGN PRESSURE RATING .s.f AND CORRESPONDING
<br />MAXIMUM
<br />ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR STORM PANELS D & Q INSTALLATIONS
<br />INTO EXISTING CONCRETE k CONCRETE BLOCK STRUCTURES
<br />(HMID ONLY FOR PANELS(1Da ® RLSIALLAIIONS AS PER SECTIONS 1 THRU 7. ON SMELTS 4 A 5)APPLICABLE
<br />70
<br />still
<br />�Ea A.
<br />3: 9
<br />4 VI= t\CEN (' •
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />No. 4167
<br />i '•
<br />.min BLUM Na
<br />20 GAGE GALVANIZED STEEL STORM PANELS rr
<br />•• 11 4Ir_� '� s" >
<br />`/
<br />TiECOnEo.
<br />r�"�
<br />DRAWN W.
<br />OBOE PROTECTION PRODUCTS. LLC. °'tea;
<br />s p j
<br />s1pA�; .., t LO
<br />•G�
<br />k �MYE. ti IJv] Ids T
<br />4yHsis 0 •;
<br />]w R
<br />am NHw
<br />f•. 1e'A WMlpq
<br />Ow
<br />-1
<br />0. IN PIgNG (om)M-7"6. FAY: (Pa.HII-a'A1 2D-) 76
<br />AlrHllla I ATE
<br />+
<br />ffA �.w OMMANN NA
<br />MILER
<br />A 1EY1719 PAL
<br />M
<br />smm a ON
<br />IMIMNIr ASA
<br />P
<br />(-RTxA�)
<br />Ym. P LENWN
<br />MNY{el 9��
<br />m CIJ3S
<br />W�1EL
<br />OONOIIION
<br />ai TIEY
<br />+SS.S,
<br />Y-B' OR L[55
<br />II 1/4•
<br />I.MpL1ED
<br />1 TNN S L 7
<br />+asS -n0
<br />>]'-5• m e'er• Yr.
<br />2 3/4•
<br />UIBOUED
<br />t t1aU 6 A 7
<br />+Se.0. -Tx,O
<br />>e•-e' m 11'-Y Yr.
<br />2 t/2'
<br />• ••�(••'1• N
<br />y
<br />+.3a, -.eA
<br />III'-4' OR LESS
<br />] I/Y
<br />' ••�'�•••N
<br />a. e • 10
<br />ANKIRAr As.n.
<br />DESIGN
<br />MTW l)
<br />YA1MA AICNa15 >PAnM FOR Ea - 7 +!II' ••
<br />SECTIONS / A
<br />ANr �Twn
<br />YAKNLIY Pa,I.EL
<br />IaNatN t' ta)
<br />TNSON
<br />OF TAP -CARP
<br />OVA-N
<br />PANOA1wE FEINL[ •
<br />•ANLWIE PLUS
<br />To cacIIETE
<br />CONCRETE
<br />m coNCAn[
<br />�
<br />ro ooNcwErt
<br />CONCRETE
<br />m ooNcralE
<br />commit
<br />m ananr
<br />�
<br />r
<br />MIA
<br />WA
<br />WA
<br />e'
<br />WA
<br />r
<br />N/A
<br />1•
<br />N/A
<br />1 (TOP)
<br />i•
<br />s•
<br />WA
<br />WA
<br />e'
<br />r
<br />6'
<br />a•
<br />r
<br />a'
<br />, (9IO110Y)
<br />••
<br />WA
<br />N/A
<br />WA
<br />r
<br />WA
<br />e'
<br />N/A
<br />e'
<br />N/A
<br />2 (mP)
<br />e'
<br />WA
<br />MIA
<br />N/•
<br />e•
<br />WA
<br />e'
<br />N/A
<br />S'
<br />N/A
<br />x (gpT,�
<br />+se.s. -nD
<br />•'
<br />WA
<br />WA
<br />R!•
<br />e•
<br />WA
<br />e•
<br />WA
<br />a'
<br />WA
<br />] k +(TOP)
<br />r-s' 0R LESS
<br />DR LESS
<br />r
<br />a'
<br />WA
<br />WA
<br />6'
<br />6'
<br />r
<br />e'
<br />6'
<br />8'
<br />] (BOTTOM)
<br />r
<br />N/A
<br />WA
<br />NIA
<br />e•
<br />WA
<br />r
<br />N/A
<br />e•
<br />MIA
<br />T RCP)
<br />a•
<br />r
<br />n/•
<br />WA
<br />e•
<br />e-
<br />a•
<br />r
<br />r
<br />e•
<br />4 k 2 6mnaY}
<br />WA
<br />WA
<br />III t/x'
<br />a ,/4•
<br />,x t/a'
<br />a t/r
<br />a tp•
<br />a 1/P
<br />a t/.•
<br />a t/+'
<br />s (TOP/BOT/LW)
<br />10
<br />M HM O
<br />NA 4w EEAIN 0
<br />SR •QR tD t 1, itYl ANCHaK TYPC A SPACING FOR eMwumra •tN EIDOG IRA[ w"aNa
<br />1•NYW AIC10P SPACNCS NO IleMelY FDOC DISTANCE Aft eorATm ON +IR SOEpIt. PoR tD. LESS
<br />1lIAN PdrATED DY SCIRDIA[ A®VOE AANOR �/qID ar ,u1wLTM0 EPAfa`NG 6NDIN ON YJ26LIF x
<br />FatLOegrC FACIORB. IO11116 OR,NRIaI ro K P0B9B{F. IECUON SPACND OBW14D US110 FACTOR
<br />SINL MO K LESS 11rW YINNW S1a0Pe eOC.O@ 11M E/i11 ANCHOR TYPE Al NAioRB UKAO.
<br />AIIweR TI•L =/LLD V4•• 1/r. 1/4•• t/LLD _ tH"•
<br />twine..._ aau,_« Im-Q
<br />rb lloq ePAtI. On, ] a ] ] ] ,n ]
<br />w w o..Nr er ALL ] ] 7 +n 7 +n • 7 +n
<br />Ae{R TCA �t �4 W67DR
<br />]•-
<br />3,n'
<br />I.D.. S/r ,DNC BANS! BU
<br />-20'r SS. MS. • 6 I/r
<br />. LOWNS UP TO r-a. AND
<br />W
<br />1DNa eNas B,AL.AC
<br />SS YS . e 1/.' O.0
<br />1M UP m s-o" Am a
<br />)'CRe w m r-r Ma
<br />LW7[ iTYAL o Olt
<br />• ,II 1/II• a c n+n t
<br />ED PENRMaON Ai
<br />TWO e00D PLATE FOR
<br />ro a•-r Nr.
<br />CED
<br />A
<br />IEUM
<br />NIX FOR CLARITY
<br />V
<br />... I��al ii�1 ii 1l �•1
<br />MGffi:
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOIbLL.
<br />ITOP & BOTTOM MOUN71NG5 CAN BE
<br />COMBINED IN ANY WAY t0 SUIT ANY
<br />INSTALLATION.
<br />srlms a EVERY
<br />OVERLAP
<br />(12 1/2• D.G.)
<br />ro HOD PANEL114CHW ANCHOR
<br />INSTALLATION DETAILS FOR REGULAR
<br />INTO EXISTING WOOD STRUCTURES
<br />IkII �. �olt1m,K tM�NYAOu' o.C. •
<br />I.D.. S/r ,DNC BANS! BU
<br />-20'r SS. MS. • 6 I/r
<br />. LOWNS UP TO r-a. AND
<br />W
<br />1DNa eNas B,AL.AC
<br />SS YS . e 1/.' O.0
<br />1M UP m s-o" Am a
<br />)'CRe w m r-r Ma
<br />LW7[ iTYAL o Olt
<br />• ,II 1/II• a c n+n t
<br />ED PENRMaON Ai
<br />TWO e00D PLATE FOR
<br />ro a•-r Nr.
<br />CED
<br />A
<br />IEUM
<br />NIX FOR CLARITY
<br />V
<br />... I��al ii�1 ii 1l �•1
<br />MGffi:
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOIbLL.
<br />ITOP & BOTTOM MOUN71NG5 CAN BE
<br />COMBINED IN ANY WAY t0 SUIT ANY
<br />INSTALLATION.
<br />srlms a EVERY
<br />OVERLAP
<br />(12 1/2• D.G.)
<br />ro HOD PANEL114CHW ANCHOR
<br />INSTALLATION DETAILS FOR REGULAR
<br />INTO EXISTING WOOD STRUCTURES
<br />IkII �. �olt1m,K tM�NYAOu' o.C. •
<br />PANELS
<br />Cl)
<br />dE
<br />..... `I
<br />II
<br />II
<br />rJ I •J �-�iin71
<br />Q 'RI°
<br />Ea(_.
<br />�
<br />.
<br />�'___E9i
<br />L
<br />Eoy-
<br />Eo
<br />I
<br />I
<br />1
<br />1
<br />�
<br />t1
<br />�
<br />ALTERNATIVE
<br />iW
<br />ALTERNATIVE 2w
<br />(
<br />S
<br />p�
<br />ALTERNATE
<br />=i=ii1�L��G��01�►�I I����\��1
<br />O
<br />57U05 a EVER/ -
<br />OJEAW
<br />(t2 t/Y 0. C.)
<br />TO HOLD PA1�L-
<br />s/e' IDw, (CUTE 0 4 - ..
<br />S.
<br />Wn. (CASE I) 1-
<br />7'
<br />APPUCABLE To
<br />NASA.
<br />PUBs1IR
<br />IMiWO t.
<br />TAPCON
<br />a T/ACMP
<br />auc-a
<br />PAEI]IAw rOwF O
<br />PNe1YYE Plla
<br />WCTVG is •
<br />COrlwNlaeN
<br />� TNpi
<br />aNVJW PANEL
<br />LOMM T.• (n.)
<br />m
<br />atlnrre
<br />m
<br />eoNceetE
<br />ro
<br />wNG ETE
<br />m
<br />�rxlerc
<br />ro
<br />m
<br />BIDCt
<br />CCIIWffi
<br />BtDta
<br />CO/rfJ1ElF
<br />w.OGt
<br />91DCN
<br />COIF
<br />81DCK
<br />B•
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />a'
<br />N/A
<br />B.
<br />N/A
<br />1 & 2 (TOP)
<br />SS.O, -72.0
<br />q•
<br />7`
<br />9'
<br />9•
<br />9'
<br />9'
<br />9'
<br />1 (E10TTOM)
<br />5'-0' OIL LESS
<br />b"
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />b'
<br />N/A
<br />r
<br />N/A
<br />1 a 2 (TOP)
<br />+55.0 -72.0
<br />9•
<br />$•
<br />9'
<br />8'
<br />9'
<br />7 1/2'
<br />9•
<br />9'
<br />9'
<br />D'
<br />1 (BOTTOM)
<br />TO T-6'
<br />+55.0 -72.0
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />a•
<br />N/A
<br />6'
<br />N/A
<br />b'
<br />N/A
<br />1 & 2 (TOP)
<br />7'-8' TO 8'-8'
<br />S'
<br />4'
<br />g•
<br />g'
<br />9'
<br />8'
<br />8•
<br />B'
<br />8'
<br />8•
<br />i (BOTTOM)
<br />IIA,CMU4 ASa
<br />DES,CN
<br />PRESSURE
<br />l (Sao a ye' r,. now tav K aNwO
<br />Iffi I (4W • t tAw IeW tar 6 Aeaq
<br />APPLICBoom ABLE 70
<br />SECTIONS # a
<br />COMBINA7IO
<br />WtlMUM PANEL
<br />LENGTH 'L' (IL)
<br />TAPCON -
<br />-
<br />s1
<br />OF THEM
<br />+49a -aT.s
<br />3• 3'
<br />! 1/Y 4 1/2-
<br />z (BOTTOM)
<br />r-e' OR tFsS
<br />+52.e -aB.o
<br />r s
<br />r 4•
<br />2 (BOTTOM)
<br />r-b• OR LESS
<br />+SSA -72.0
<br />2 1/2' 2 1/2'
<br />4' 3 1/2'
<br />2 (BOTTOM)
<br />7-8' OR LESS
<br />+ss.o -72.o
<br />z t/2" 2 1/r
<br />N/A N/A
<br />2 (eoTTOM)
<br />r-a' ro B' o
<br />-72.0
<br />N/A R/A
<br />3' 3'
<br />2 (BOTTOM)
<br />r-e' to e'-e`
<br />FLORIDA BUN.DBIG CODE
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />1/4• 'w.l SEE I SEE I.I INTERIOR PANEL END PANEL
<br />OR 8 gyp•-. SCHEDULE '�.�_.s•...�
<br />:wS�P SPACING �.
<br />,'-3' Yin.
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />STONE s/16• . I -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (pa.f.
<br />AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />(�C Y���7�2�i���i��P�FI
<br />A.UeeN AID. OEaOY N. •Alai ILICM
<br />P1Eee11t MIeA 1' 0U �••" "Nl•�t P'•�
<br />fP.r) TOR S[CNOIeO To "Ar c"onoN
<br />.AAa -Tan yr +•.wno
<br />SEE 71Q.T 16 rat ANpgps 7\PF • SPACING FOR YrSTAUATIOI6 WTO MOOD POLE OIIIDeIa
<br />Iwe1rUY ANCHOR SPACINGS AND Nlr.,t.r F770E OTSTNKE IAE RMIrA1EA ON 119] SOEDYtF. i0R
<br />ED. Yin 7tlrA trNDrA7[O ON 5prmtAF rlmuc[ Allplpp SPACNR BY MAmmM aPAnr+D
<br />vellN ON scrEOULL ER THE sOUDBwO FACTa6. IN THIS OPf1Nn011 m BE TN76SMIE
<br />REDUCED BPICRc ImAIED IISNO ENGIRT e1YLL NOT BE LESS r1+wN IWMAN BP•cslD
<br />elOrAiEO FOR ►lfA, ANOIOR T'rPE Q ANCHORS IF6Et0.
<br />�� •�
<br />t/LLD
<br />1/LLD
<br />t/C•
<br />r"ca
<br />a tn.ew
<br />miw`NiliE
<br />oNNt-N
<br />Ms MOOR eNae O.)
<br />]
<br />3
<br />a
<br />7
<br />] in
<br />luu.t eYr 0•d
<br />]
<br />a
<br />a +n
<br />7 In
<br />.
<br />]SEE. m OsE 91BLRR!)
<br />►A019R
<br />p•
<br />'Ir
<br />---
<br />----
<br />--
<br />----
<br />---
<br />I.N
<br />4]
<br />,�' ZAP A: TILCI
<br />L��AQ�'V\CENSF '/,9y
<br />i No. 44167
<br />R
<br />PROTECT.
<br />Hurricane
<br />PENETRATION HEADER MOWUtH 101
<br />FOR
<br />j
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING MAXIMUM
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS n i Q INSTALLATIONS
<br />INTO EXISTING CONCRETE dE CONCRETE BLOCK STRUCTURES
<br />(VALA ONLY FOR PANELS 1O&
<br />ANCHOR
<br />MA%IMNI
<br />Ma•nr AraraRa BFraM MR FA. - ] ,/]' -
<br />A5.0. OEsal
<br />TAPCON
<br />Cf TM-nRP
<br />CALK-10
<br />PNWAUIE fUAAE III
<br />PAtBWi PLUS
<br />9aW BET
<br />APP1K tBlF. TO
<br />SECTIONS E ♦
<br />11AEINRI PANEL
<br />PRESSURE
<br />RATING
<br />tP.ar.)
<br />m CONCRETE
<br />CONCmPEi[
<br />eWotK
<br />m CONCRETE
<br />CONCRETE
<br />e1Drx
<br />m CONCRETE
<br />CONCRETE
<br />wDtK
<br />m CONCRETE
<br />CONCRETE
<br />aLacN
<br />TO ro CONCRETE
<br />CONCRETE
<br />s0a1
<br />m CONgETE
<br />CONCRETE
<br />wocN
<br />ANY COMeU,TON
<br />or Ttrnt
<br />tE1/Gilr t' (ft.)
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />8'
<br />N/A
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />8'
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />B'
<br />8'
<br />8`
<br />8•
<br />8'
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />b
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />8"
<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 />8'
<br />N/A
<br />9'
<br />N/A
<br />$'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55.5. -720
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />8•
<br />N/A
<br />8•
<br />N/A
<br />N/A
<br />N/A
<br />3 & 4 (10P)
<br />>r-$° TO 8'-8'
<br />� LESS
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />S.
<br />6'
<br />8'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />fi'
<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 />7 (T�)
<br />8'
<br />4•
<br />N/A
<br />N/A
<br />8•
<br />6"
<br />8•
<br />b'
<br />fi•
<br />fi•
<br />N/A
<br />N/A
<br />4 • 7 {BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2'
<br />A 1/4'
<br />72 1/2'
<br />6 i/4"
<br />8 i/4'
<br />6 i/4'
<br />6 t/4°
<br />fi 1/4'
<br />N/A
<br />N/A
<br />$ (TOP/BOTTOM)
<br />50.0. -53.3
<br />N/A
<br />N/A
<br />12 i/2'
<br />6 7/4'
<br />12 T/2'
<br />8 t/4'
<br />6 1/4'
<br />B 1/4'
<br />8 1/!'
<br />8 I/4'
<br />N/A
<br />N/A
<br />8 (TOP/BOTTOM)
<br />'-B' TO tt'-2'
<br />$5.0. -72.0
<br />N/A
<br />N/A
<br />fi 1/4'
<br />N/A
<br />6 1/!'
<br />N/A
<br />6 1/4'
<br />6 t/4'
<br />6 1/4'
<br />8 1/4'
<br />N/A
<br />N/A
<br />B (T,]P/BOT10M)
<br />8'-8• TO ii•-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 />b 1/1'
<br />b i/4'
<br />8 1/4'
<br />B. 9, 10 (TOP)
<br />Na _,b0
<br />•
<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 i/4'
<br />6 1/4'
<br />8 (BOTTOM)
<br />� LESS
<br />rB
<br />4'
<br />N/AN/AN/A
<br />N/A
<br />N/A
<br />N/A
<br />8"8'
<br />b 1/4'
<br />6 t/!•
<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 />N/A
<br />B 1/t'
<br />8 1/1•
<br />6 i/4'
<br />fi i/!'
<br />f0 (BOTTOM)
<br />SEE SIEOS iQ it AIIO 12 FOR ANCHORS TYPE a SPACING Fiwi e15T/NAT10N5 INTO a000 :IeYE BLRDIIO-
<br />IMWRl1N /lIOIOR SPACINGS A1IO MMMUY EDGE DISTANCE ARE N(ICATFp ON tMb 9CN[ORF. )TM CO. iF56
<br />TMVr RIO%ATm ON SCHEDULE RFDIAE ANCHOR 9►ACNG BY MULTIPLYING, SPKNG S,IOeN ON SCHEDULE O
<br />11E ratDalNG FACTORS. FOR i!•B OPFRATION m ME POSSIBLE. REDUCED SPACNC OBTAINED 17]RK FACTOR
<br />51MLL NOT SE LESS TIRE IAIAHAI SPACING RIOIOAIID Far GO, A11CNdt TYPE AT ANCHORS LEGEND.
<br />,.IOCIt 7]►E
<br />_.t/LLD
<br />_Tw•wlt._
<br />.. t/�'•
<br />a w-"Iv
<br />t//'•
<br />t/1D
<br />1/r�
<br />,/LLD
<br />'FwRuwo
<br />PAOAp[
<br />GI%-�•I
<br />falD-aT
<br />Mh AIOeoe 1PNt•" Qn)
<br />]
<br />7
<br />J
<br />3
<br />] ,/2
<br />]
<br />••arNNw•.a C.,onl. pti)
<br />7
<br />]
<br />]
<br />]
<br />]
<br />] ,n
<br />1]aemJ 4s•M eNa P•)
<br />]
<br />7
<br />] +/]
<br />7 In
<br />•
<br />] In
<br />/OR%L m tit ®B(�
<br />► A C
<br />T O R
<br />7 1/a'
<br />043
<br />.a
<br />-
<br />] 1
<br />tin
<br />Im
<br />INSTALLATION DETAILS FOR REGULAR PANELsnj dE t�i
<br />INTO EXISTING WOOD STRUCTURES
<br />I 14-10 PANElYA7E PLUS .' � % I 14-10 PNNOJNTE PLVB II'LI 14-10 PANEIAMTE Plus
<br />;� O.C. w/ 17/e' W000�._�11FFA0/fD OPENLTW ITCH 'TKO
<br />I G Onsnrw woo m E%sTxIO wood WADER REoR I i EwsTwc worn NUDER
<br />+ .1 7 T 7 ) 7
<br />� 311DRO • � 06N�p11D • � p�'Olf� mp •
<br />r1000 IIF.ADFA 2 WOOD HEADER 2� y I
<br />REOtMEO- � wa 1 '� rn a6owaeo "�" tlI � • , �" ,
<br />lY �
<br />f �7tRFN1A11nN ,/
<br />` tiF RPmuIE ON SLE SOeDUIE ON ' >gE SOEDUIL ON I
<br />1 sNrtT a a¢xT s I
<br />TOIL K,.
<br />TOR Yln. RPnA+J10N
<br />m otAw m IiLAeS. ro aras.
<br />Max. PANEL LENGTH Mae. PANEL LENGTH
<br />,/AY-x9tt Lt (�E NOTE i) (BFF NOTE 1) 1/.Y-a05t' SA i (BCE NOTE 1)
<br />. LAatr ovDAAP -+ f evDN OVERLAP iavDn a1fsAP (
<br />SON 5ai � d'
<br />OF 'L• OF T.• � yA5
<br />MAX � YA% � IMAM
<br />. I rat rIASlOr 7/eY a/aY '.
<br />EO `�. � '' wSN SLID • I Clip .;• � � = y • ix 1/Y OC. •
<br />. r•ra IAII
<br />1_. "' a 1/.• os. � _ .� t t ...?t--i__ _ t
<br />Al
<br />PANELWIE MI15 Y•N' W000 � 4-�• WOW -PLATE � 1/.•• uG SC/REwS
<br />II•.4' wood PLM�E PEAL MIN. T}RFADED
<br />REDuwEn " + 7/s �� aEouNED iI I aE Avure
<br />THREADED PENETRATION • i/LLD LAG SCREws e \ I
<br />' YID WIDTH Of PLATE
<br />6' O.C. STAGGERED W/ �
<br />r 5711D wJ 1 1t�
<br />�Yy(2 IBIQTA��IATIMFIiDCYIgEW1ND OF PULE ,
<br />wMF sn-,'
<br />SCALE 3/8-1' SCALE 7/9-1'
<br />tlDIii:
<br />1. INSTALLATIONS FOR ALTERNATIVES $W, 9W & IOW ONLY VALID FOR att1N1111iNyy
<br />BUILDINGS WITH AS.D. DESIGN LOADS UP TO +43.8, -48.0 p.s.f. AND � P A, TI(E/"•
<br />PANEL'S LENGTH UP TO 12'-4• •d' ri: �......... %
<br />L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN ��P�:•' EN '•:/'�
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF O.SS OR EQUAL. _ \)0 SF FLORIDA BUILDING CODE (High Velocity Hurrteens Zone
<br />Nf1TF FOR aaMT1DN � IscTlDAls: i N0. 41 * � emm nTEca we 20 GAGE GALVANIZED STEEL STORY PANEL oAwter:
<br />TOP &BOTTOM
<br />MOUNTINGS CAN BE _ -Is�•, $ iE 0'�',• _ - T GLOBAL PROTECTION PRODUCTS N/x•/]ex
<br />COMBINED IN ANY WAY t0 SUIT ANY ? !t� �i•�� . 1 �•
<br />INSTALLATION s:�0' F!. R101�,.'' •,,.Cyay 4soo sY. s, atlRar 20-176
<br />�"n•.. J . •Nr Dale. 2 TOTE.
<br />'�/� 4",'• • •�TL\ / •N ].A it eY. i nail .Pee0. 0. YIY RIOIC ae.)el•'-TBIe, /AL (eSgeee-eM]
<br />�iA Si A •1.. alo aw) m-aN s,a eR•INC r4
<br />•H/l IN11N L ]FA'L/LGI•INLENAi rW]p1 A 1WftJr. P.E a•,+-+Y AM r YNaea -
<br />, etm ,: or a
<br />ODMM EQUAL
<br />70
<br />Cn
<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE
<br />STORM PANEL SYSTEM
<br />�.' `Rx;MT'Ia/, INTO EXISTING WOOD STRUCTURES
<br />m DCSIMG t1o00 IEAOFR
<br />•) J ' 7
<br />E°j�j
<br />E0� CA E'a}r
<br />I 1 t I EO EOL _ ;l
<br />, I
<br />wrQOpDI�
<br />70 �:
<br />I slw . +2 D.c.
<br />� �JNATIVE t gLTERNATiVE 2
<br />(NIT) (SEE
<br />� TO�iwt] Ot
<br />I
<br />Stp�A•AT�rAr
<br />m COGS I 1+ EOI / T
<br />t EO
<br />� EOttt
<br />I EO$ aI 1
<br />�� EO
<br />L_
<br />PULE
<br />,
<br />•'' - s � ALTERNATIVE 3 ALTERNATIVE 4
<br />a•.4• TE I I _ �.• � mErs • r ac. w/ , Va•
<br />$011°1FD RIRFAOED POIERNIIDN OR
<br />1/1D-]0.2' 6LDNG YM.SrBU9PMG w/
<br />,!4••-m PaaAY7E FE,M,F a DR ALTERNATIVE WOOD FRAME CONDITIONS R[ ANCHOR LOCATIONS
<br />Paawn Pllb . e• oc . , +/Y Yln. �; �• . t•
<br />i1eKA0ED PE1RiRATMN ro TROD
<br />PLANE NOTE : •Ati1ER LOOTS Na wtowN rDR aAArtr
<br />Cr
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 1 W
<br />110YC ]/e` - r
<br />IrQgB
<br />,. IeTAUATm6 ARE aAr 1YWR) FOR &IWDIrRS WITH AS.O. OF9GN LADS TIP m
<br />+ss s. -72D Twt AND PAr¢•s LENGTH W ro a•-r.
<br />x' P�•c tom". II•,�wD/ �SPFrslc D�Elemov o� To � wvrlrOea
<br />^W
<br />W
<br />70
<br />Cn
<br />INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE
<br />STORM PANEL SYSTEM
<br />�.' `Rx;MT'Ia/, INTO EXISTING WOOD STRUCTURES
<br />m DCSIMG t1o00 IEAOFR
<br />•) J ' 7
<br />E°j�j
<br />E0� CA E'a}r
<br />I 1 t I EO EOL _ ;l
<br />, I
<br />wrQOpDI�
<br />70 �:
<br />I slw . +2 D.c.
<br />� �JNATIVE t gLTERNATiVE 2
<br />(NIT) (SEE
<br />� TO�iwt] Ot
<br />I
<br />Stp�A•AT�rAr
<br />m COGS I 1+ EOI / T
<br />t EO
<br />� EOttt
<br />I EO$ aI 1
<br />�� EO
<br />L_
<br />PULE
<br />,
<br />•'' - s � ALTERNATIVE 3 ALTERNATIVE 4
<br />a•.4• TE I I _ �.• � mErs • r ac. w/ , Va•
<br />$011°1FD RIRFAOED POIERNIIDN OR
<br />1/1D-]0.2' 6LDNG YM.SrBU9PMG w/
<br />,!4••-m PaaAY7E FE,M,F a DR ALTERNATIVE WOOD FRAME CONDITIONS R[ ANCHOR LOCATIONS
<br />Paawn Pllb . e• oc . , +/Y Yln. �; �• . t•
<br />i1eKA0ED PE1RiRATMN ro TROD
<br />PLANE NOTE : •Ati1ER LOOTS Na wtowN rDR aAArtr
<br />Cr
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 1 W
<br />110YC ]/e` - r
<br />IrQgB
<br />,. IeTAUATm6 ARE aAr 1YWR) FOR &IWDIrRS WITH AS.O. OF9GN LADS TIP m
<br />+ss s. -72D Twt AND PAr¢•s LENGTH W ro a•-r.
<br />x' P�•c tom". II•,�wD/ �SPFrslc D�Elemov o� To � wvrlrOea
<br />^W
<br />W
<br />C
<br />�
<br />�
<br />a-
<br />OS...
<br />O
<br />�
<br />O
<br />W
<br />11
<br />N O
<br />d
<br />l'O
<br />Y
<br />c
<br />a>i �Ld
<br />fC yt
<br />ty J7
<br />O
<br />C G
<br />7 4'
<br />1n
<br />� T
<br />�
<br />C
<br />�
<br />E
<br />O
<br />�
<br />U
<br />O
<br />W
<br />O
<br />Q
<br />U
<br />O
<br />U
<br />■�
<br />��'^
<br />VI
<br />W
<br />a
<br />Z
<br />Z
<br />Q
<br />J
<br />d
<br />SHEET N0.
<br />SH 1.1
<br />
|