|
SEE i 1.3■4
<br />ON SHUT 4
<br />0-4
<br />♦rar ?
<br />1
<br />I
<br />I
<br />1
<br />1
<br />I
<br />1
<br />I
<br />I
<br />1
<br />9)
<br />SECTION 1
<br />SCALE 3/8-1°
<br />NONE: NULUDM CAN ALSQ R#STAV.EQ W/Q WANDS ON TOP
<br />OR BOTTOM SD DMT R S LOCA7EQAT 70P OR IOTfOM. OF OPEN/NO.
<br />(ONE PANEL OPENLNO W/ TOW TOP d BOTTOM)
<br />WALL AN�{'�OR MOUNTING INSTALLATION F'OR
<br />SPLIT PANELS
<br />% (S]1 4Y t1 � ASS ^j s•
<br />Wf :te��w��-bn'
<br />i , a }'
<br />,�,4• ' W> 1L am K Bq'Jt
<br />4 f/2• 1
<br />'ARK. ED. %
<br />sr�Be• A 1°
<br />DETAIL I
<br />r wJNmp. w/p r al FA0
<br />WIN 4 KWAY p R4tMe
<br />1Q
<br />4bsn au. -7a.0 Paf.
<br />LLnN - M. m AUD,
<br />E SCHWULE ON TMS &Ern
<br />Mea. MULINRN
<br />REQUIRED W.
<br />SPAR (F,.) •
<br />TUBE MULLION "•
<br />2'x4'x 1 <'
<br />MRER i k a)
<br />RATING
<br />L ,P11ESeiaRf
<br />NET 4x
<br />BELT ♦
<br />• SP6*- yAUp AS RATNG
<br />-72.6
<br />UP TD •:56.O .f.F., ..f.�`URE
<br />•• �,a2MLRA ,TL�w � cNwEH1Ea
<br />D11i F,
<br />IIIIII'�Ill�ii ii� Illlil'
<br />L
<br />INSTALLATION
<br />DETAILS FOR BEULAH
<br />INTO EXISTING WOOD
<br />STRUCTURES
<br />PANES A dA
<br />tA�u'E'1
<br />` ie iaLmAwRnfa
<br />..
<br />-
<br />: Y Bw••lx #C14
<br />� .. �-.. I ,y w MrJan�rDe4�r
<br />'..
<br />fB N,W IxA:eeL
<br />'ixpua txiO�rwBx.
<br />_ ]iplor. tr�IN"� Wessel/ n+nAanrr.
<br />}}
<br />r� t � I �, #M�r•u.
<br />J , 1
<br />2.
<br />'"'! 1
<br />aA1r�e Pit AkY0. NM
<br />t
<br />_..?
<br />LOLL..«.-..,..�
<br />,=•�,
<br />se. `t ). Ts'o�o,�C
<br />.,� :
<br />/�{� aL
<br />f � ''
<br />lT
<br />l f 3
<br />�
<br />WOW � 4 ,1tJ^m,Ir
<br />/`� Mx
<br />�
<br />�•. • AAA
<br />0e 1
<br />s'�`E�xetsrn
<br />®q•L ? St
<br /><+ °`
<br />I 1.
<br />9D�IIM
<br />Y LT
<br />I'a
<br />a �(SII
<br />oir,
<br />CN eEO <b 1 5$
<br />W SE0 b
<br />To ONei.
<br />t d
<br />i3
<br />VALL MOUNTI
<br />WMAUXION - ALTERNATIVE ;SW
<br />i
<br />?
<br />ax4
<br />SCALE 1/4` - 1'
<br />r� LOOP • ?
<br />ne 1 loeAxex oEnN
<br />1, i
<br />4
<br />M/
<br />i1.M 4.0. _
<br />MAP,O An fp ,y./AIa,D1
<br />SstALI - IILTERNAM W
<br />I
<br />1.11
<br />i 1 . {I
<br />'
<br />iNI ►TION -
<br />L11 .
<br />SCALE. 1 e- 1"
<br />4
<br />lyEiLING h FI„QOR MOUNTIUNITING
<br />WALLMUONTING
<br />INST[yILATLON - ALTERNATIVE 4W INSTAL LAMS - ALTERUM,+j�(1
<br />(SECTION ,O MAX. GrAME: 1/+ }•
<br />jHM&U"•N
<br />- ALTIERNA11M
<br />2W
<br />As. DESIGN PRESSURE RATING)
<br />SCALE 1/4° - 7°
<br />SCALE' 1/4• - i•
<br />7As• xPW ttu
<br />I w,ISR, N,I.ia
<br />t(DIEBT
<br />TA NTl(4',At
<br />T'L.(IDR YOUNTINO
<br />INSTALLAiTON - aj . 4AW
<br />SCALE 1/4'- V
<br />1° INSTALLATIONS ARE ONLY VAUD FOR.. BUILDINGS WITH A.S.D. DESIGN LOADS
<br />PANELS LENGTH UP TO V-S".
<br />Oaat„S�
<br />'^.Z'
<br />UP TO +55.5, -72.0 p.s;t, AND
<br />2. FOR NEW WOOL) FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN
<br />,Ty�Q; •''aCEN$
<br />FLORIDA BUILDING CODE H(h Velocity Hurricane Zane
<br />--. -. -
<br />°'0'0 m'7ti°'
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL-
<br />? No. 4167
<br />`
<br />S
<br />20 GAGE GALVANIZED STEEL STORM PANEL FF'
<br />NOTE FO$S�T)}�RINSTidN. tjF sECTit)N5;
<br />DaxBF In,
<br />* •'��M
<br />GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />' � O fMe.
<br />TOP &BOTTOM MOUNTINGS CAN BE
<br />: y
<br />��F • At Ri9A
<br />•'' ''
<br />-a�
<br />48M .M. e1 STREET
<br />B
<br />TRW Test # ENOT 1Mv�: fT_ ssst4 20-176
<br />COMBINED N ANY WAY TO SLUT ANY
<br />• • V N?
<br />'hA,sS10 Al F•la�
<br />,Tx, aAIA t ,r atA wlr.1 eN1zrA n ATAM nMNE::(fa4}erm•.]54a, FAfi Ns4kee-e7n
<br />- m-,u-�a0ce]h„i m-,m]
<br />tR. .�� .., I,m. ...,.,. .,- ORAN#D xn
<br />INSTALLATION.
<br />NeNll
<br />WALTER A T%W Jr.. P.E
<br />IIMNN
<br />67 -
<br />MAXIMUM
<br />A.S& DESIGN PRESSURE R&MG { ,s.f AND CORRESPONDING
<br />MAXIMiJM M&{,LENGTN *0 SCHEDULE
<br />(TAX ONLY FDA A, Clb ONSTALIATNOM AS PER SECTIONS t TIM 10, ON SKETS 4. S At 6)
<br />• BOLTED W/ a/41# 3Ml- SS, WS A WOW AT bAW.IP 4. WIMO IN OF MM
<br />PACING
<br />S H RULE FOR REGUI I IN<iTALL_nIM
<br />IHMEXISTIN ONCRETE CONCRETE BLOG�STRUCTURES
<br />MAD ONLY FOR PANELSQd 911MA IATTDNS AS PER SECTIONS i THRU 7, ON SHEETS 4 k 5)
<br />ALUS
<br />"m in
<br />FLORIDA BUILDING CODE h Yetx Hu
<br />'can* Zane
<br />ND. 4167 =
<br />_ * �: * y
<br />�t�,
<br />20 GAGE GALVANIZED STEEL STORM PAI#Et:s
<br />ITT.-
<br />2sill-,
<br />ST 6F ' "
<br />fii
<br />.,�+� ■� '"!"�."/n""� GLOBAL PROTECTION PRODUCTS, U.C.
<br />tNr i/ 1 M0
<br />6!
<br />a'I",`�D
<br />.. (0¢
<br />L,
<br />4e00 8.w. 51 GiBTFr
<br />NBI,'NBrRIRS -!o"dMil•ANr. MNEFL. 1514
<br />,t7o/
<br />Nx LED, w
<br />al. sa. ,ama aNms, ft axw PNa+e taa4)ma-roe, Fyc (PaaHar-?AD]
<br />20-4 78
<br />G oaT1R - 1Nx
<br />MAYfAIO. Nx
<br />N :E-
<br />A. TBdff 7),.. P:E. ti'W -
<br />BEET a O)• Sb
<br />�ifa aG �
<br />(SETT n�
<br />Txw
<br />+8S•6, -T3A
<br />Y-s• OR LESS
<br />2 1li•
<br />UNBOLTED
<br />, TIRII S k 7
<br />+a5a, -720
<br />>r-s"roe•-a• Mex.
<br />3 a/4'
<br />LAreot.TED
<br />, 1MnN s d :
<br />+SaA, -73.0
<br />>r-r W
<br />3 i/Y
<br />• top
<br />6
<br />ra3.e, -4eO
<br />12'-i• Odi LESS
<br />3 1/2"
<br />7Ep�
<br />• SAT �
<br />a. a d to
<br />ANxANm ASD,
<br />DESxn]
<br />RA7wG (P...tJ
<br />NA,W,1N AIADiBNS �ALVNO Fdi E,D, - 3 1/Y _«
<br /># k
<br />ANY �ak1BTNAtpaR
<br />1 µ�Aly PANEL
<br />L}NGi11 t• (1L)
<br />TiPWti
<br />6 7AP-CA1P
<br />W1K-N
<br />PXOQNTE FiNYE D
<br />AWFLYNE PLUfi
<br />ro eeeE
<br />ro eONCREtE
<br />�
<br />to 1bNORETr
<br />CONCRETE
<br />m OMLIEIE
<br />BtW Npr�E
<br />ro rAn12E1E
<br />N �
<br />ti
<br />N/A
<br />WA
<br />N/A
<br />8•
<br />MIA,
<br />WA
<br />iY
<br />3'
<br />NIA
<br />WA
<br />r
<br />6`
<br />S'
<br />6'
<br />8'
<br />r
<br />t (ta3T19Y)
<br />{
<br />8"
<br />XJA
<br />WA
<br />WA
<br />e`
<br />WA.
<br />B'
<br />NIA
<br />b'
<br />N/A
<br />Y (TOPS
<br />r
<br />N/A
<br />WA
<br />N/A
<br />6'
<br />iN/A
<br />S'
<br />WA
<br />5'
<br />N/A
<br />2 (BOTTwO
<br />+58.5, -728
<br />9•.
<br />WA
<br />WA
<br />WA
<br />e"
<br />NIA
<br />S'
<br />NIA
<br />e'
<br />N/A
<br />1 k � (TOP)
<br />I T'-5' OR COOS
<br />OR LEST
<br />e'
<br />S'
<br />N/A
<br />WA
<br />e•
<br />a'
<br />8•
<br />e'
<br />i`
<br />r
<br />3 (EDs1pN)
<br />a�..
<br />M/A
<br />WA
<br />NIA
<br />e'
<br />N/A
<br />6'
<br />WA
<br />8'
<br />WA
<br />7 (TOP)
<br />b•
<br />6`
<br />NIA
<br />NIA
<br />WA
<br />NIA
<br />l3 {/3'
<br />a 1/4'
<br />13 ,/3•
<br />8 1I#'
<br />6 1I4'
<br />B 1I4"
<br />b 1I✓
<br />5 �) f
<br />� °t815 10 d 11 FOR ANCHORS TYPE 6 SPACING i'oR fI1SONfAOIAFTn RN10 BO[u FRAE 8190N0.
<br />IONMUM ANCHOR SPAWN AND 4180A11A1 EOaC DIStALAOE ARE 1NLl1O4TE0.ON ,kRe SCAEDIA.E NOR CO 1i55
<br />1NMi ONOrA2FD ox �7WIAE RNLOE AR,iOR SPNAi' 9 BY MLt'lilY`f00 SPAO6NO 5:IO+M eff SCHEDULE of
<br />THE fAIDYNaO ii•FifiRS. CDR 91K OPDaTOM N BE POSSIBLE kE01aCiD SPACING OBMINFD USNG FACTOR
<br />Stt+11 ARR BE LESS TIPN YRIMUM SPACRIO INNCAIED FOR FJOf] NX9LOR IYiE AT AOOf10R• 1L6ND.
<br />NIOIOR TYPE
<br />1/4�_
<br />}/4"r 1j4•#
<br />ili'S
<br />i!i'i
<br />114'.
<br />TaxxN
<br />GF lTw-eb. FAQ
<br />N2LA-11T
<br />wtm-Ro'
<br />ie AYCNa LPADLB fR)
<br />Bn r..T CsneM BNA �
<br />3
<br />3 3 i/2
<br />J tf2
<br />3 T/2
<br />xwr. m (tilt eeawo0
<br />Le
<br />2 t
<br />I
<br />I
<br />1
<br />1
<br />I
<br />1 r
<br />I ?
<br />'1
<br />I
<br />1 !
<br />I i
<br />1/4' t o, x 5/r LOBO BRASS BISNNG
<br />w/ t/4'Y-20W SAS MA e 6 1/4• O.C.
<br />FOR PARE. LENOIHS UP ro 3'-O• AND R
<br />t/4. O.C. FOR LOOM 1W TO W-e' m-
<br />OR p14-10 PAIVMATE FEMALE E) OR
<br />RAYEL)N,E PLUS O 12 1/2" Q. C. WIN ,
<br />1{2' Mn 1RID ED RAEIRATIXN AT
<br />07N IN' UP TO I -Ir PU1i ROR
<br />ALL tFHOi1,S UP TO r-r 1bx.
<br />114IE3c
<br />I, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.8.6. DESIGN LOADS
<br />UP TO +55.5, -72.0 PSF AND PANELS LENGTH UP TO W-8•:
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE N0. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL,
<br />TOP &BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION. _
<br />{, R
<br />,a
<br />i tj
<br />Fall
<br />f01
<br />Eo
<br />lwvm�HCAU!RD4\10
<br />,EAO(R
<br />ALT'ERNAD&
<br />1 W
<br />SCALE 3/8=1-
<br />ALTERNATIVE 21
<br />SCALE 3/8-l"
<br />I
<br />EO
<br />EQ
<br />i
<br />.t % t
<br />Ea
<br />'t
<br />EO
<br />F1 t
<br />V {
<br />�,
<br />�
<br />lRAxt P1AE
<br />Wm PAm
<br />L..�.i
<br />&TERNAjjj()�
<br />3W
<br />SCALE 3/8..1'
<br />l1LT�RLiB&Y'ANECHO
<br />ALTERNATIVE 1W
<br />SCALE 3/8-1-
<br />�E�HITE SNOT SNp1YNt
<br />.LRN
<br />(YAW ONLY FOR PANEESW& WNSTALIATONS AS PER SECTIONS 1 THRU 10, ON SHEETS 4. 9 A, 6)
<br />MAXPAM
<br />I xuw ANCHORS SPAc" FOR Lo.. 3 1/Y » - -
<br />ASA. D69k.•N
<br />TAFCON
<br />OF TAP -GIP
<br />GVX-1N
<br />PANELMAIE FELL4E O
<br />PANELMA7E PLUS
<br />SOW SCT
<br />APPLICABLE TO
<br />ANEL
<br />PRESSURE
<br />RATING
<br />(PST)
<br />TO CO VIEFE
<br />TO
<br />WICRETIE
<br />BLOCK
<br />ro CONCRETE
<br />TO
<br />CDM.OR E
<br />eLOtI
<br />To CONCRETE
<br />TO
<br />ETT
<br />BOCK
<br />ro CONCRETE
<br />TO
<br />CONCRETE
<br />at=
<br />ro CONCRETE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />ro
<br />CVNCNETE
<br />mocN
<br />COMBNSECTIONS Uym
<br />OF THEY
<br />a� ti ( )
<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 />NIA
<br />N/A
<br />1 (TOP)
<br />6"
<br />4"
<br />N/A
<br />N/A
<br />6"
<br />8"
<br />6"
<br />8"
<br />6"
<br />8" -
<br />H/A
<br />N/A
<br />1 (BOTTOM)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />NIA
<br />6`
<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 />6"
<br />N/A
<br />S'
<br />N/A
<br />5'
<br />N/A
<br />-
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55.5. -72.0
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />d'
<br />N/A.
<br />6-
<br />N/A
<br />e"
<br />N/A
<br />N/A..-
<br />N/A
<br />3 k 4 (TOP)
<br />>I',- TO 8'-r
<br />OR tE55
<br />6"
<br />4`
<br />N/A
<br />N/A
<br />/
<br />6°
<br />6•
<br />6'
<br />6'
<br />6•
<br />6-
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />4"
<br />N/A
<br />N/A
<br />NIA
<br />6"
<br />N/A
<br />6'
<br />NIA
<br />6`
<br />N/A
<br />NIA
<br />N/A
<br />7 (TOP)
<br />61
<br />4"
<br />N/A
<br />N/A
<br />6•
<br />6°
<br />6'
<br />6-
<br />6`
<br />6`
<br />N/A
<br />N/A
<br />4 d 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4"
<br />12 1/2•
<br />6 1/4•
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4"
<br />N/A
<br />N/A
<br />5 (TOP/BCTTOM)
<br />80.0, -53.3
<br />N/A
<br />N/A
<br />12 1/2"
<br />6 1/4"
<br />12 1/2-
<br />6 1/4•
<br />6 1/4'
<br />6 1/4•
<br />6 1/4'
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/80TTOM)
<br />'-8' TO 11'-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 1/4`
<br />6 1/4"
<br />6 1/4-
<br />6 1/4"
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />8'-8" TO 11'-2"
<br />N/A
<br />NIA
<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 1/4•
<br />6 1/4•
<br />8. 9. 10 (TOP)
<br />3.8 -48.0
<br />6
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />6`
<br />6"
<br />6 1/4"
<br />6 1/4•
<br />8 (BOTTOM)
<br />OR LESS
<br />6'
<br />A`
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />B`
<br />6°
<br />6 i/4"
<br />6 1/+`
<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 />N/A
<br />6 1/4"
<br />6 1/4'
<br />:6 i,/4^
<br />6 1/4-
<br />TO (BOTTOM)
<br />SEE BMW$ 10, 11 AND 12 FOR ANCHORS TYPE d SPACM FOR INSTALLATIONS KID WOOD FRAME BUILDING.
<br />MMW]M MOOR SPACIAL$ AND MINIMUM VICE STANCE ARE DNDMATED ON INS SCHEDULE.FOR E.D. LESS
<br />THAN NDICATED ON SCHEOLKE RENUCE ANCHOR VAC04 BY MU161PLDNG SPACING SHOW ON SOHCOULE BY
<br />THE FOLLOWING FACTORS. FOR ,)ES OPERATION TO 11E POSSIBLE. REDUCED SPACING OBTAINED USING FACTOR
<br />SHN.L NOT BE LESS THIN M O M SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND.
<br />now 7m
<br />1 e.
<br />1/4-.
<br />7/r.
<br />,µ'.
<br />1/4°.
<br />!4i
<br />TAPbl1N
<br />- lAi�a1P
<br />FEINT
<br />Rule
<br />G,mwiiiiijww _H
<br />aam-SET
<br />w Now SpAcm 014
<br />3
<br />3
<br />3
<br />3
<br />2 13Iz
<br />a-
<br />D.a,Ax1 fatlWlxr eeatl («)
<br />3
<br />a
<br />S ,/2
<br />3 1/2
<br />4
<br />a t/2
<br />ACIRK fL QDBC Ism
<br />F A•0
<br />T 0 R
<br />/z
<br />AM-
<br />2
<br />-
<br />}
<br />INSTALLATION DETAILS FOR REGULAR PAN I S( A 11'�
<br />INTQ EXISTING WQOD STRUCTURES
<br />14--10 PANELEMTE PLUS 14-10 PANPLLMTE PLUS �' •'� i� 14-10 PARELMATE PLUS
<br />' _
<br />i 6 14` O.C. w/ 1 7/e• f 6 t 4• D.C. W/ 1 7/6' /`•.,, / 6 F +• O,C. W/ 1 7/6`
<br />�`�""
<br />`�iXI511NG
<br />PENETRATOM TD i T EO PENETRArKw m i TO
<br />WOOD HEADER { ESE
<br />WOW HEADER / R�
<br />j O 7/r
<br />EVENT SPA 0
<br />r % I•�L ` 4 tp• as �z. ;1 H e t/r of r I q. i S ,/.• ac
<br />W= HEADER ADER
<br />Kn, >, I � R
<br />RED ,�-°, ,(
<br />0
<br />I ' I
<br />I � I
<br />SEE SCHEDULE a' 1 SEE SCHEDULE GN SEE SCHEDULE ON
<br />MR eD Ef 1
<br />' FOR > .sETYMiIOM I ` �t �AEsuwwm
<br />ro was r_ 7a WARS . � ro am _ _ r,
<br />-- ._
<br />„e*1'i..__.- Mo.. PANG. LENGIH _., -.,-. Max PANEL LENGTH -- l`f'____ AIOx. PANf1 LENGTH
<br />(SEE NOTE t) t/ Y-3mn' 88, ' (SEE NOTE T) /<i-craft &q (SEE wrE 1
<br />7/OY... I 1 M.S. W/ ]/bY i 1 M/5ayW/ 7/r. I
<br />3XSWI
<br />6 E1 o�NFUM• i , _.._.._._) f il3dftvlw Oa.E 4 ' _ _-__- -� { 3tl EVE �Gtltw�.w T
<br />I i
<br />I r I
<br />OF 1" QP
<br />MA% AMtk I YX%
<br />i
<br />f
<br />e 12 1/2.
<br />1
<br />I
<br />I 3
<br />i <•e LAG $N'IEI'S
<br />I I e D.C. W//1 1/2•
<br />II MN. THREAID
<br />2kA' WOOD PULE 1 1 4 II Yx4' WINO PUTE II 2°xi' % 1
<br />7, 14-tO Pµ`ELMA7E PLUS -°-t- S - I} "�'19 AEQUtREO I I i PENETRATION AT
<br />FtEtTVREo - i IMQUREo DUTIT
<br />�I
<br />` i O 6 tj<' O.C. W/ i 7/8• I t i MOWAnIi OF PLATE
<br />I T7 Et#D O f PLAUON a ✓` 7 14i Lb SCREWS O
<br />i MD WI)iH PLATE
<br />I -6� o.c. STAGGERED w/
<br />Pt7NE1RADON
<br />.� yf' AT
<br />DIRECT I
<br />SCALE 3/8-1'
<br />SCALE 3I8*1' SCALE 3/6•t'
<br />ww'.
<br />1.. INSTALLATIONS FOR ALTERNATIVES 8W. SW h TOW ONLY VAUD FOR A4{M111F11NAI#y
<br />BUILDINGS5 UP TO +43:8. -48A P.R.f. AND�`J
<br />S LENGTH UP TO 12'-4'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN a P CAN$ '''
<br />�;'
<br />PINE NO, 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL.. � J F i FLORIDA BUILDING CODE Hi velocityHis cone Zone
<br />NOTE FOR COMITNMTidd OF cr_cnONs: c NO. 41 * r n' INC. 20 GAGE GALVANIZED STEEL STORM PANEL aara� �,
<br />CO I BOTTOM Y WAY TO CAN BE * TE 0� =- +�,.�.+A�� r` GLOBAL PROTECTION PRODUCTS, LLC. °f/DIMo2o
<br />COMBINED IN ANY WAY TO SUIT ANY y•�'•, n 1LT ,EL V iNO atE
<br />INSTALLATION. 0 4eAI sn. st slra37
<br />;� O,E:.,' l R1 +] Ea d ENaH a GOE81Arc EM4� n. rM (
<br />L aalx P1pIC taS43�-]s+a. FAc tmx)w-e]a7 2D-178
<br />m-1ml
<br />WO �p u4mNO Na:
<br />AANA FA-00a671a'-•
<br />II/MN17L SFAI/4fMATURE/MtE _
<br />wR,o A 4kt/07 atn t]-,b BELT ,R M 3S
<br />N
<br />Q)
<br />m
<br />O
<br />U
<br />N
<br />N
<br />�-
<br />CL
<br />�
<br />O
<br />O
<br />�.
<br />O
<br />O
<br />0
<br />0
<br />�-
<br />a
<br />O
<br />Q�
<br />O
<br />Ca
<br />LL-
<br />O
<br />.0
<br />C/)CL
<br />Cf)
<br />O
<br />y
<br />�-'
<br />(a
<br />D
<br />=
<br />-
<br />�'/�^�
<br />vJ
<br />CD
<br />Q
<br />Z
<br />w
<br />J
<br />N�
<br />� __�0
<br />y
<br />N
<br />{;�%
<br />( ° V
<br />�®
<br />fA V
<br />6 �
<br />l>�
<br />\3W �'
<br />>
<br />� /
<br />W aE�
<br />CONCRETE ANCHORS CONCRETE ANCHORS sOO CONCRETE AIRCHORS: SEE BCMEOUlE ON SHUT 14;
<br />(SEE SCHEDULE ON �. (SEE SCHEDULE ON FOR w000 SINEW: SEE SF.C1'tM m ow 19ALTERNATE
<br />SHM 14) - I SNFET 14) �Ab. T 4, 2/4, 2A/41 3/4 HR 4/4 T, z A TW/1s tP � � )W/is 1 1 $. "L`OCAII 8 1 1 1 8 + 8 1 INSTALLATION DETAILSFOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SY$TEM
<br />y AT ENO PANEL D•, STRUCTURES
<br />POURED ca+aETE _I YJ4H. / 1 ter twF. 1.� }/2•_m._�. AT END PANEL' 1/'�.
<br />iJDS16NC INTO EXISTING W00
<br />_ -
<br />m ov
<br />POURED
<br />CONCRETE d • f McAO• SQO' 1ba.• i DEC P.WEL
<br />1 1 _
<br />i I \ ( sTt a EVQY Jz b )Cn
<br />a- W. (t�1sE x) o
<br />nx Sc�uE I - sE aur,anE I (121/2-"P�i ? C ? i j/ �4. I' )��_-. I � W I :
<br />I Ti1. 44 I SHEET 14 { - (0W C-
<br />O PANBJ. (xNttlmat (NMW PNIE� (DniNON PANEJ3 (END "ago
<br />ILU
<br />W4.411.1, 7 eSTUD 0 3z' '' (ems) ! ___ 4 EQOR
<br />r. -
<br />�"'�a (�
<br />$itaa $ 1 T i
<br />r ! N ,/4- f I SEE ! SEE -: ANTERIOR PANEL END PANEL i/4• tEi 9Ei I i I INTERIOR PANEL END PAWL... 1
<br />I T/4•fkt• u B , 41M7 ,UCWNE I {.5CEEMiI.E #1; SCEEOJLE �1
<br />RFAURN i/r Mw..' _ "aorta! t/a sr +') e" : t _ _ _ - *g m � C y._. � . _. ANCHORNW �y _ � �A FEE Ii �•-3°-= i7 F� �Ya�muLE ` ` � waw wmER I
<br />y FOR
<br />MPS. ANCHOR MaS ANCHOR
<br />ICU
<br />(BET DEL. t/,41 I W iaEE 2I,)
<br />OR DIRECT tM7VM SPACING BPACBi4
<br />-- ( SPACINGT3 MN1.1NG I
<br />1 3' ARP---- TE13tLFE'a
<br />I I l r aLQ�'sa" i i s l -LL MOUNINN I�NSTA N fApPLICAO TO SCHEDULE 1) DETAIL 2 FLOOR MQUNNTIN IN�j TI gP��,(CABLE TO ED LE 'l Q
<br />•'+: , /i✓.. �,i i (NEE HaEnttls r/14 SCALE 3/t6' - t' SCALE, 3/18' - 1` Tfdy,.1f32•
<br />I I � ( k 2/19) {,N•TERIWE LOCATION wxrA NOT a E4f)Tr � L
<br />STUD a l2 //2 4.0
<br />J ' 1 ( ` I ' ° "Am;,1• MAXIMUM A.S.D.DESIGN PR T f. AND MAXIMUM A.S.D. DESIGN PRESSURE BONG (p.s,f.) AND CORRESPONDING I ALTERNATIVE 1 ALTERNATIVE 2
<br />ESSURE RON-G (R �� POLwEO cdwwFre % I ; ? k 2/T4) " : MAXIMUM PANEL LENGTH " " SCHEDULE , 1/r Mw 1/4vxw Ku"'mo15
<br />eL w I CORRESPONDING MAXIMUM ANc_iiaR SP�►CING SCHEDULE AT (8) FOR f Q
<br />t �. (NIS7 (s¢ ro e 2 1/3• oc
<br />I j4, 2/4, 254 AM OR 04 1, Z;A 1WjT5 1. Z R 1Wj15 �QI i�� CA ` as s�Kctftw5 1 d z N7 n FOR TAi EEtY oFT, t/,4J I
<br />{ I
<br />1 }NSTALIATIONS INTO CONCRETE & OCK STRUCTURES _®_ ON < FFT i3
<br />I Cf:NFRNaF A T W/ WAN 110111lf COBNIIDACN ttN+ d nO7TE LOCATION'mM WJ F_O_ - 3 tf • ! _
<br />_ I 1 _...t ow ElSEE SCHEDULE
<br />m 9AFEIY PANEL i- ( - IL '"'"6 ) 11 N a tplmglN - FOR &ft `t 1 pp t 1
<br />AL.. REOU LIFE SAFETY PANELS LOCATION of LIFE {SEE NorE iBELOYn - - - - SEPMAtIgV I 3 V
<br />Ls. RESNUTAR PANELS w OR -+i W+CurN a TM-BtlP adK-M iEMEE tD nxELMUF pLUro• -T� r-R' - 2
<br />/---�.-_.., :._ sAiETY PATEN MAfIM1M As.D. PAM£iWtE APPHffi+BIE ro 3/4• L.,en.]m ro NRALS.
<br />rj "-"--_-.-- W/o REG" TRACKS (SEE NOTE i - _
<br />_--'_._.--- _ �.,�..,,.,. 0iS11R1 SECtroNB k AtAmHuu PNE1 r EO
<br />CONCRETE A % ?i iN i f '< BeLOW} d LAST PNEl n To BE NSTALLD AS P TO OMMIT COL TO TO TG E Te TO GONS11aT1aN umm 1^ OL)
<br />( Sc1+EaHAE ON l , /i1r , . 1 , fl r , / -. J iRiO S,' - BLDCI BLOCK t R BOCK - BLOW 9 D OF THEW SEE SHEET 15 FOR ANCHORS TYPE d.SPAC NO FOR RISINIA.TIO & KID WOOD FRAE WALKING. ° i OR
<br />DF LIFE SAFETY SCORN, PAFl OPENING 6HMIL
<br />w�ALF CR BLAB OPTIONS ALWAYS RE FROAOEO W/ REAR HANBi UNARM ANCHOR SPACINGS AND NN&W.1 EDGE OASLQNCE AE NDMh7FO CR TNS SONMU L FUR 1 CONCRETE CONCRETE
<br />SHEET t4) POURED CONCRETE ! 1. (Aq. COHODDH) TO FA�CURTE INSTALLATION r INTENDED 8" N/A NIA N/A 8' NIA 6• NJA 6• N/A 1 Ara (TOP} ED. LESS TIM NOCCED ON eo"LIE REDUCE ANCHOR, BY IAA,rot"" $PMJNO
<br />l _„L TO K BSIAELED OR MADVED FROM INSIDE +55A -720 9• 7• 6" 9' 9' 6" 8" 6' 9` 9" i (BO710M) W-0' OR to SHOWN ON SLYIEDME Br THE E'QLLDWA/O FACifA't5. FOR TNB OPSWON 10 BE POSSIBLE.E0•� , I
<br />• AEOvaDa SPIFUR(' aRTA1NED 46R10 FACTOR SHMk ZOO w k� THNK NROMVN SPAcm O
<br />coecftTE ANCHORS �' :
<br />D' ELEVATION . 6' N/A N/A N/A 6" NIA 6' NIA B• N/A 1 @ 2 (TOP} MUCK1FD FOR EACH ANCHOR TYPE AS ANp10M UMIKIL i y - ADOD T4A7E
<br />WALL , A ANii EWOR-MS?lNT i +55D -72.0 s a To 7' s . I� t RE RNRFO
<br />AN..^ M 1,lTTINi IAA ITiON WALL l I LNG INSTALLATION eTION SLOTH 3/32'-}° p' S• A• 6• q" T EJ2• 9" 9• 9• 9» T {BOTTOM} 1J4S 1I4'# t/44 „ t,I�Pm Rf4Y T L I � �1s "? pE�OLLN "All
<br />Z-
<br />lIARiOR TFPE _._...._.,.._ q y ay'i,{
<br />-' SECTION.1 SCALE; 3/r - 1° - 4'sECTNy1 ..2 SCALE; 3/8' I" �+E,�W 1 « 1 * 1/+'Mnx. B" N/A NJA NJA 8" N/A 6' N/A 6' N/A 1 d a (TOP) , CF ZAP-cNNt aVAH-N t R•- .....,_... ..._...._._____..__ 1
<br />t__'t
<br />I.•I/.• A+c.. Oi1P NAP ' +SOLD -72.0 9' 4` g• g^ 9' $" l" 6" 6' 6• i (BOTTOM) 7'-6" To 6°-6"' AAn. ANCHOR WMMM Un,Y 3 x s } 2 a,iA
<br />NOTES.ON LSE AaF'M STORM PANEL =UM INST LIAMN 'Le-,AmewTAAAL Bn) ]. 3.. 3 a a a (L` "��pF,FATIYE 3 ALTERNATIVE 4 U
<br />ACRIe, fJL �1Q 0ol7N# ) Y04Mx4' 7E I' i $ Onlrc. f• L p, RN T. LIFE SAF"£IY STORK PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1 OR AS M INTEP" PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). 8 GT . PAfkYS B (AL� P NIGH ,y E 2 : W! u wY f
<br />EFT£ SAFETY PANELS MAY DR MAY NOT BE INSTALLED ADJACEM TD REGU:pR PANELS SEE At rLonS oL... CONDRfOJS AS eCTiOM WI fin, - 3 S l3' • REOAREp it '-- H/4'r uO SCNflrs O 6' aO. W/ 1 1/2-
<br />(WI
<br />OR W/0 REGULAR TRACKS.) SEE NOW 1) - . - -.. _ -- ,� - 1 ; .I N/+'i.:D.,al6• Lwac B eusxaNc w!
<br />SECTION E� ap
<br />mm WN LSD. i (SRO B 5/r 1h NOW TOP OF A ME) 00 A (SILO. B r IAL n= TOP OF CCU). APPLICABLE 70 2 I n_._...,__.� 7� ,� - 1.O t : I 114"4-20A2' 6,5. M:S. a e• DA. OR 1V
<br />P, In SAFETY PANEL CONSISTS OF D.039' GALVANIZED STEEL. STORM PANEL AS SECTION S.-I3 QESTNYN tAPCppN " ; _ SECTIONS / d MAXiMUN PANG. 1• .n7 1/4-0-m PANDUA 7E FD&LE 10 OR
<br />ALTERhtATIYE WOOD CONDITIONS xSG..-ANCHOR LOCATION
<br />PER GOMPONENt SHEET 2 OF ORAYeNC. PEn89N.jamm ColAB6VAD0 tENGNi "l,' (ft.) ,iIHMENAN---._-_____ _ _
<br />THIS PANEL ALIGNS ITSELF TO BE REMQVED OR INSTALLED FROM IKE INSIDE OF SCALE 3/32'-1' M,RC , OF THEM a R TIt A1. } t ,pp - tm PLXTE E RNA: O r O.a W I t/Y Mn.
<br />STRUCTURE. SR T
<br />.LAp11uNaANN ++9z -37$ y ! 3^ 4 1/2 --4 1j2' z (BOTTOM) r-6' OR _LE55 aA��?`- ✓'� 1HxEAOED PE,E1RAnoN m ,woo
<br />lLA7E ,BEE : 5>RRTEp TnACxS ROT S1tvMN nA] EfiAAtt'
<br />3. uFE SAFELY P REQUIRES 70P TRACK ro BE coewor4EwTQ)aN 1lOOTTOM iEuCK To .� T!L( N'4' 3.' y EN3`i`'•••� WALL MOUNTING INSTALLATION a�,,,,aunu�
<br />BE COM�S E'fas PER $FiE,`T z of THIS DRAWING. a. ��R;t;:.... fr,'4',,i +Sa,13-fi6.o 3 3• 4• 4• z (BOTTOM) r-6` oR LESS, a``N'`�p: T! J✓,p'4
<br />COMPONENT Y BE NSTAUED WAu. OR Fi.00R MOUNTED Fp1101wNG SECTIONS 1 +55.0 -72.L7 2 i/a ? 2 t/a• 4' ; 3 1/2" 2 (BOTTOM) 7'-8. OR LESS = No. 44167 ALTERNATIVE _ �: G Ns.� •.• S LU
<br />2 ON iHtS . AS WELL AS DETAttS I a 2 ON SHEET 14. ; Q': \LEAST ••'•., `* LT x�L ' 1• ,r`y=j' J
<br />`�' �' _ FLORIDA BUILDING CODE (Nigh VelocityHurricane Zane) +55.0 -72.0 2 Ifa 2 1/a' NJA 1 N/A 2 (BOTTOM) 7' 6" TO 6-0. FLORIDABUILDING CODE H(h Velocity Hu cone ZanE A W _ _ )
<br />4 :Fin LENGTH FOR COMPONENT �16 15' - a A 7 FLORIDA BUILDING CODE (Nigh Velae Hurricane Zone Q
<br />IAax. ANCHOR SPACiNC FOR COMPONENT ANCHORAGE At BOTTOM 4S GIVEN ON C NO. •. •• #55.0 -720 N/A N/A 3• 3• 2 (80TTOM) r-6' TO 8 -8 '+'Ay, 4, Mm TR7Eta, BE, py - z .2m XTIM W- FF.
<br />51DVLEs 1 d 2 SUET t4. - : k $ eY zo 1 TEZa, INN 20 GAGE GALVANIZED STEEL STORM PANEL 4 $ s; p . FCQRl1)Pw w 20 GAGE GALVANIZED STEEL STORM PANEL DRWrw erHEIS ' iF ; .'� 20 GAGE GALVANIZED STEEL STORM PANEL auBN W.
<br />COMPONENT NAY BE PERMANENT OR REMOVABLE s * : ATi: ' Oz $ - arizalzDm '4+ ti' i ` •.. •• ^`'. o7t2e/2G2b t. MfA.U7FNS ARE arar iOLLM MR 6w0►IOS w1IH A.S.D.OE'9GN LOADS UP TD _ $T OF kA _ Z
<br />5. SEE OVA" MR 1NSTAUATNSN INTO wood FRAME BLALOAxs ON S,REE7 15. %'O9''•• P - ! E /+ GLOBAL PROTECTION PRODUCTS, TLC. ; AA GLOBAL PROTECTION PRODUCTS. U.C. ahc 4s6.a. -7xo PALE AIO PANEL'S LF2NTi11 IA' TO a`-r. �• ...TO
<br />...• ..'.. IL. ALBINO. AeoO Se, b, BBEEt ' a7r:
<br />6. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECES57'L`,` FOR THE LF1SiALUTlON OF A,p SS QN A4•' Nx. 0.,. LED aw. v1axA NA.A+#, sA a»w omm t054)Ma-7345, FAR: (a34)46a-87r7 20^ i 7& A p PLx. aua p. t- 3aa WpM,A RAINAOr. n u,A, PHONE: tnsi78e8-7N5, FART ia84)eRa-em 20 17S +� k�SI A(•f•Yk / -,s� 1GJ' 'E.4n` ae, #VnoOO4 kLPm.Ye HRWE: fas4MNro 'aus, t (Bro4)BflQ-eT27 20-178 Z
<br />NA/N IIIAAAU 4 Nnw r (>MI m-,Bo . M . DCIO m-!Bt �tOO Q
<br />SPACERS AT TRACKS 11ffiTAt1EO MJACENT AND BEYOND TO STUCCO D BAVdDS,tI4)e'Sa+-tl,aa . FaN > taW <a, -rots . - �aN} }M,. _. . na.: OPAL m-LIANA w - F ` OO W CA-ODD871a "' 10A0a°'"ft D All LIEN Pl, ATE... CA^00W7La� u0 t7-Ns a - .. PL 4EA/9OxWAE/M,F WM78R A, iRA1F Ae„F,E r aG ,i-, a -. PL SEWBp1WTLmf/LM•HE Wi7ERA 71LLtl' Jr.. P.F. wAtiR A TELTP # PL - - SNEFI 93 dW 2< - _ -_ _ -.. - . + - SMEET 14 NN 20 - _ 4 ,M/ _ • - - BRAT 15 OF 26 ^
<br />SHEET NO.
<br />SH 1.1
<br />
|