|
SOL aRTIaM 1. 3 A 4
<br />ON 94ET 4
<br />,nNGInY Amoafa
<br />(SaL so"I RAN
<br />SNOU 11.0
<br />Die t _�J�a �� i ► •i !.
<br />AULA ab,AALON
<br />WPDK�
<br />alOABV1
<br />aN aR3T e I _
<br />1
<br />m �• �R"I l SCALE 7 4 .t• L��•N•���
<br />I i DETAIL 1.
<br />I I RMEL • -0' MAa P.NI@
<br />k llrsn ,1,r�L4s RAta,o
<br />sSa'4 I
<br />• r o.c t aa,raroK16Txm�m+mTl q
<br />i L
<br />1/4- H
<br />MO%. CYJYsI,Mf'U Y , 1-6
<br />1 0 L26�i10I I Ss.49 S!� 6' oa ® 1� nU" BLOCK
<br />t NI. PF4R,RATCH Rio ' +' r
<br />I Y � (:O,KJETE oR ,RWUT
<br />at BOO. I ] 16
<br />1 � PFNCL-B' Rea PMRi. - (SI /4Y TNNJ BaIE i
<br />IOF +3CAPaJ., -7Ro Ps4 MULAN'
<br />I
<br />00-
<br />L � t nYA+/4T4I'x
<br />AIUA. AINIE
<br />1 rb YI® \3 Tin,TOP+ 1M® `
<br />COW or
<br />WALL Oft IAAB
<br />(RL OGNmIimR)
<br />MULLION SCHEDULE
<br />aNms e k e5
<br />Aaa
<br />FOR J.LS:%"t� PRESSURE RAITHG
<br />- PARAtLE STORK EI. Omwo
<br />SECTION !
<br />SCALE 3/8-1-
<br />NOTE MULUON CAN ALSO BE BSTALLED WJo STORM PANELS ON TOP
<br />OR BOTTOM SO THAT IT t3 LOCATED AT TOP OR BOTTOM OF OPENING.
<br />CoNE PAER3. O+FNINO W/ TUBE
<br />TOP k BOTTOM)
<br />M44 MULLION
<br />WOLIIRLT MIN.
<br />SPAN (FLJ •
<br />TUBE MULOON -
<br />4 4'-S'
<br />2• . 3' a 1/6'
<br />i C-6" TD a-r
<br />2' x 4' , 1/6'
<br />> 5'-B' m 5'-10'
<br />2' K 5'
<br />x a 4 x 114
<br />� e'-10" 10 B'-0'
<br />Y e 6' A 1/Y
<br />V Psi_ -tLo W.
<br />(-�' i,waB,E Allaplla tall Sp6ptA2 ON
<br />LL'Rw� aNH1E1 e . of le
<br />2 I 2
<br />,A4WN • ts>•y3NaAar w
<br />L1Elro. ``
<br />.;. � I .._. KMfmR BAN • (SfE NIA, Vti SN 1
<br />SPLIT STORM PANEL ELEVATION
<br />` W H'P&.A1wC SCALE 1/a`-I-
<br />D
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR REGULAR
<br />EXISTING W99D
<br />11S111B- rl
<br />NW W RW[
<br />STRUUCT�IRES,
<br />PANELS(I & dA
<br />+N'r ,K RMrrs r r ac.
<br />- ". 4 a.w
<br />.,.
<br />Ri/~� w,. n�wvana r
<br />� iI,JY
<br />rlPA,rWM
<br />/ I 1a H00eIBo B°°B KJgA
<br />N.N[NYBB�V aNA TMOW4R.
<br />� 1
<br />/y^� SA ROHY(
<br />p •
<br />,'` �t�rf4' •u •
<br />�
<br />Ala BYBNAi WPC H.WeI. , WB4A R%O IBS,PPL
<br />T-
<br />� M �
<br />MAE,�aNAB �
<br />, Ij ;
<br />�
<br />I�
<br />1 ,
<br />1 ( � 2.:
<br />�,Y+
<br />saw[ sPBlo M unRmx — --
<br />X� /Y �
<br />r
<br />Jr M
<br />M
<br />Or+lr OKL wo"" w l I
<br />aH AMe,
<br />�
<br />�MWI
<br />• 1a ,tr aR.
<br />N
<br />i�i `Rr�R>. r r . -
<br />HCONRP CY °"'I i t W
<br />'
<br />Sea 8 t
<br />'10
<br />IK
<br />aAACG I M c-
<br />i
<br />m F AeA
<br />a Mare i
<br />° aMs
<br />aelm
<br />i 1
<br />Ef r
<br />I
<br />rorOM""ausa
<br />i INSTALLATj-
<br />i
<br />N
<br />WALL MOUNTING
<br />ALTERNATIVE 3w
<br />-
<br />1/4' 1•
<br />„r>Pan r
<br />.AWa
<br />aRo r ea err ce ua '0p° ' 11f RPM, um,
<br />awe
<br />NR,art„N,a®
<br />I>~'
<br />sRWW 1i r 2r�Gc
<br />BUILD -OUT MOUNTING
<br />{ 1
<br />'>' AV
<br />FWetr `�•
<br />'---3
<br />INSTALLATION -ALTERNATIVE 1 W
<br />o .r I�
<br />1 1!p' w ,WrAPa AMAnrrxN
<br />M MOPOd a' pM[
<br />_ , < � � � _ _ `--•
<br />srxE 1f4• . ,•
<br />,.
<br />cEluNr; FLOOR MWXTINc WALL & FLOOR MOUNTING
<br />WALL MOUNTING
<br />INSTeLLA7fON - ALTERNATIVE 4w INSTALLATIONS - ALTERNATIVE 5W
<br />(SECTION AT TOP IS LIMITED TO +55.5-97.0 MAX. SCAM 1/4- - 1•
<br />�NSTALI
<br />�{�,_� TERNiifllE
<br />2W
<br />A.S.O. DESIGN PRESSURE RATING)
<br />SCALE 1/4' .. I'
<br />SCALE: 1/,V • ,'
<br />reA
<br />NR Ares Auaw
<br />El Za
<br />NOTES:
<br />MTuyuHunN
<br />N. 7(�/f Alyy
<br />FLOOR MOUNTING
<br />INSTALIATION - SECTION 4AW
<br />SCALE. i/4' . 1'
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS
<br />WITH A.S.D. DESIGN
<br />LOADS
<br />UP TO +SS.S, -72.0 p.s.E. AND PANEL'S LENGTH UP TO 8'-8".
<br />.yP�.'•'vCENS.''✓�g:
<br />FLORIDA BUILDING CODE (H(h Velocity Nu a" Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE N0. 2, W/ SPECIFIC DENSITY of 0.55
<br />OR EQUALDRom
<br />;` No. 4167 c
<br />Wzo2v a �° INc' 20 GAGE GALVANIZED STEEL STORM PANEL `•"'efi
<br />N JE, EDB COMBINATION OF SECTIONS:
<br />z *' GLOBAL PROTECTION PRODUCTS,r/:e/m2o
<br />I.I.C.• DATE
<br />s:. $T E OF ..-.-.--._. '�}
<br />TOP' & BOTTOM MOUNTINGS CAN BE
<br />,fir • FL R14P .
<br />'
<br />23e'. y
<br />iMC. 4600 sw 51 soar
<br />TLur ,Es 'iNa k s O rOAPANr WE • I' I"" 20-178
<br />Y. W+A W. a4 30A 141Rrp e1APa4 a SWIM PNOlE: 4W)SQI-7346. FACt, 1a3{)eaa-e7e7
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />i,Fii'. `\
<br />hgaSgO
<br />Im m-,m1 IOW r
<br />tlMN
<br />INK,. A yalSf'J., P.E tM ,Fes
<br />N
<br />DimM aT S,eET tOOW ffi
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON-+�
<br />SFEET 14) \\
<br />I
<br />CONCRETE ANCHORS j
<br />(SEE NCHEDIAE ON }.
<br />SN,EET 1{)
<br />COCCRETE ANC10R5
<br />(SEE SCHEDULE 4)
<br />PCtmED WNGTREE .._._
<br />POURm
<br />mom
<br />wom. one
<br />In
<br />om
<br />__.- CNET scHExu ONCRETE MOKIO
<br />SLEET 14)
<br />WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING IjALIATiON
<br />— SECTION t SOME: 3/6' - r —SECTION 2 SCALE; 3/e - 1
<br />R07F5 ON RIFE SAFM SIORM PAk L SF SF YINSTALLATIONTF_M M .
<br />1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />-
<br />OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN ENO PANELS).
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLEDREGULAR
<br />AOMCENT TO PANELS
<br />(W/ DR WIO REGULAR TRACKS.)
<br />2. LIFE SAFELY PANEL. CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL. AS
<br />PER COMPONENT , SHEET 2 OF DRAWING.
<br />THIS PANEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />J. LIFE SAFE11' PAN¢ REOUIREB TOP TRACK TO BE COMPONENT O & BOTTOM TRACK TO
<br />BE COMPONENT ®AS PER SHEET 2 OF TH5 DRAWING.
<br />aA" r�rr
<br />COMPONENT O IAiY BE INSTALLED WALL OR FLOOR mwwn FOLLOWING SECTIONS 1
<br />2 ON THIS SHEET. AS WELL AS DETAILS 1 & 2 ON SHEET 14.
<br />4. Min. LENGTH FOR COMPONENT fDrs SS",
<br />(
<br />Mu. ANCHOR SPAONG FOR COMPONENT ANCHORAGE AT BOTTOM IS GIVEN ON
<br />i'
<br />,
<br />SCHEDULES & 2, SHEEP 14.
<br />CDMPONENT MAY BE PERMANENT DR REMOVABLE
<br />5. SEE DETAILS FOR INSTALLATION INTO WOW FRAME BUILDINGS ON SHEET 1S.
<br />6. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLAWN OF
<br />SPACERS AT TRACKS INSTALLED AOAACENT AND BEYOH81 TO STUCCO/WOOD BANGS.
<br />' L-P7/41 2/4, 2AA 3/4 OR 4/4 I
<br />L *11. 2 DOL T W/15 L-rri, 1 & 1w/15
<br />ALTERNATE LOCATION
<br />,E ON LIFE s m PANEL L
<br />AREA W/NO UFO; SAfEiY PANES i
<br />LOCATION OF UFE (SEE NOTE 'BELOW)
<br />1.s. REGULAR PANELS W/ O4 __.._--.. - ---...
<br />SAFETY PANEL --)
<br />w/o REGULAR TRACKS
<br />(SEE NOTE I
<br />BELOW) Je UST PANEL. TO bE Ia5TA14E0 AS
<br />SWAN
<br />LIFE SAFETY PANE). OPERIINO SNHLL
<br />F
<br />- OPTION Al FOR WEE
<br />ACWAYS P1tiTA0ED W ROAR FLWOE
<br />TO FAC2trATE M9TA1 tF R D"&
<br />ELELEVATIlATION
<br />TO
<br />SrRUCTUH INSTALLED OR REMOVED FROM INSIDE
<br />3/32•-t•
<br />qh/y {SCALE
<br />. }-1/4' Mma OAP "-' "� Or
<br />1 ♦ 1 P I/4• M.
<br />` I
<br />1
<br />B Ai 1 INHFJWOR PAMO.S. 8 (ALTEPMAIE FAR4TOf
<br />SFE HIM 1) AT EI@1 PA•�LS
<br />SEE NOTE 1)
<br />SECTIM B_9
<br />SCALE 3/32,.1*
<br />I UM eMCL LENGM "L- SCHEDULE
<br />(VALID ONLY FOR & 2FSTALUTHOS AS PER SECTORS 1 TFHIRU 10. ON 5FEEETS 4, 5 & B)MAXINUM
<br />MAXMWL"-D-
<br />• BaTM M/ 1/4"P-ffitt• SS. MA k wdKI AT 0~ k MMLO BM OF PANEL
<br />DESIN PRESSURE RATING AND CORRESPONDIKQ
<br />MAXIMUM
<br />ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR STORM PANELS j� INSTAUMIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANELS itD& @ INSTALLATIONS AS PER SECTIONS i TRW 7, ON SHEETS 4 & 5)
<br />AIAXaaSM A5.D.
<br />MAXIMUM AMLP,O✓M SPACING FOR ED.
<br />TO To lo
<br />v
<br />``1,i A �T
<br />. �
<br />`�SE.......FPO"
<br />lyk
<br />a'UGENSF'' it W
<br />FLORIDA BUILDING CODE H(h Ve(ocf Nu
<br />cane Zone
<br />' tt
<br />No. 4167
<br />rzn2o
<br />1iTEd NO 20 GAGE GALVANIZED STEEL STORM PANEL 6
<br />F.P.
<br />*
<br />ONNB BE:
<br />`"JuJ2B2o
<br />s 9'•.
<br />i �,
<br />GLOBAL PROTECTION PRODUCTS, L.I.C.
<br />�.i
<br />°ae
<br />F Et .�2 r j
<br />'-O�•. C 14P:'YWBN.5,S
<br />y�Ss`Q
<br />EtEt.
<br />FIL IE
<br />-
<br />- ••4 G�rrNWrki.
<br />>e,: 1ea,A sAWAaa R a,N PIHN$, DIN)✓Iear6rG, FAi� {xH{)aee-SILT
<br />,
<br />: DIN m-wo . m , ialNY m-�a,
<br />20-17b
<br />Nr,l E wAI.A"vaUREJBATE
<br />rA-oOl6T1a Aar mnor ssaw +ee
<br />t - ,
<br />NITER A. Te.INi k., p.E: eFW A-
<br />% Ra
<br />aMET a t# sa
<br />RATHc°tp:rAP.
<br />lsExL. e"�N
<br />4INWNAN 4EPARAIXRN
<br />mtxASS
<br />P
<br />bbNDnoN
<br />''�
<br />+e8.6. -72D
<br />Y-5' OR CE6i
<br />x 7/4'
<br />1AYBaTEO
<br />1 THOU 5 A. 7
<br />+55.5. -72.P
<br />s7'-5 m 8"-8' MCA.
<br />2 SJ4"
<br />UNBOLTED
<br />f iNTW1 S k T
<br />+aso, -72.a
<br />rNF-e m 11•-x' NIP..
<br />x 7/a'
<br />+43.8, -i0.b
<br />12 -4' OR LESS
<br />3 , fx`
<br />' �aH�lArslAotETwTH
<br />0. O k 50
<br />fMTFIOHi
<br />�� )
<br />- 3 1/2• -
<br />_
<br />SEOpfOK !R k
<br />�tP nNgIT�
<br />1M%MUN pANEI
<br />LENCnt 1" (R')
<br />TV.H:ONN
<br />CIF TAP -GRIP
<br />CUA-H
<br />PMIENAMIE
<br />PbW.SD
<br />pN10.N4TE PLUS
<br />m WIC.NEIE.
<br />OaONGce lE
<br />ro GOI4CRETE
<br />BLOCK
<br />Tb E,E
<br />Cl �EIE
<br />BLOCK
<br />TD CONCfLL9E
<br />et
<br />m COMPETE
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />B•
<br />N/A
<br />(iCf7
<br />e•
<br />5'
<br />N/A
<br />N/A
<br />4'
<br />1 (BOROM)
<br />tl•
<br />WA
<br />N/A
<br />NIA
<br />a'
<br />N/A
<br />e`
<br />N/A
<br />B'
<br />N/A
<br />,.NJA
<br />2 (TOP)
<br />6`
<br />RIA
<br />N/A
<br />N/A
<br />:8".
<br />N/A
<br />a'
<br />N/A
<br />5
<br />2 (BOTTOM)
<br />I
<br />NJA
<br />NJA
<br />N/A
<br />a'
<br />NJA
<br />6'
<br />N/A
<br />a'
<br />NJA
<br />3 k A (TOP)
<br />1 7'-6' OR LEA
<br />OR t135
<br />r
<br />S'
<br />N/A
<br />NJA
<br />a'
<br />S
<br />6•
<br />M
<br />a'
<br />S"
<br />3 (��)
<br />S
<br />N/A
<br />NIA
<br />N/A
<br />tY
<br />N/A
<br />e'
<br />WA
<br />6'
<br />N/A
<br />7 OOP)
<br />fi'
<br />S'
<br />....NJA
<br />i(!A
<br />N/A
<br />b•.
<br />NIA
<br />Ix iJ2•..
<br />a ,/A'
<br />B 7I4"
<br />6 1f1"..
<br />a 1/4•
<br />6 1f4•
<br />6
<br />SEE SR$T3 10 k I i F1k1 ANCHORS IIPE k SPACING FOR tSMLU71DOa W,IC WD00 FIMLff etWOpO.
<br />MRIMW ANCHOR SPAORAS4 AND YWMW EDOC dG1'ANCE ARE RmICATED ON 17116 SaMMAE FOR E0. 4FSS
<br />THIN YRNClTEO ON 9fI8:DUt£ AEWCE ANl2HOF1 BPALIO NY MULiPLYNO SPACPo S1,LMIN Oi SaHOXITE O
<br />THE FOI.OMflRG FACTORS, Fi3R INS fN'ERATION ro % PW81elE. REDUCED SpACMNt QDTARED II&tlNG FACTOR
<br />SNMLL NOT BE 1E&9 THANMNWUM BRACING RNRICATE6 FOR EACH IAIp,OB TYPE Al ANCHORS �NNO.
<br />��
<br />SaBWS • 4' OA W
<br />>A
<br />h
<br />DIUCTMa!l�IIItiG INSTAL "N
<br />ALTERNATIVE BW
<br />STALE 3/8-1-
<br />NOSES,
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS
<br />UP TO +55-5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8`
<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 & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />STUDS O
<br />O
<br />1 ,2 Its
<br />HOLD
<br />5)
<br />IAA • e \ � \ ;,..:. a ,. :.y1� 3. � ♦ . \ . a i : it �eM A
<br />LL a e\ A. "R E\ �. •1 C e A. A : T
<br />STUBS a NEF
<br />OrERU
<br />(12 1/2` 0. C
<br />TO HOLD PANE
<br />5j6' IWn t� I)
<br />a• tBe. CASE n
<br />aC r
<br />FLORIDA BUILDING CODE
<br />ALTERNATE
<br />M►A)L1R B SCHEDULE
<br />3J 12 FOR f2 FAR--3•---1
<br />ANCHOR MDR. ANOOR I
<br />'. SPAONG SPALznG 9
<br />DETAIL 2 FLOOR MOUNTING INUALLATION (APPLICABLE IQ SCHEDULE 2)
<br />SCALE 3/Id . 1'
<br />AXiMU A.S.D. DESIGN PRESSURE RATING (,R.s,f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "0 SCHEDULE
<br />wpucr%z QK% TO AEGTKtE i..t #.3.,EiDKL1TE0.- . StlE Itti1Y.= Ohs
<br />,SYS.(Ey,,,£tCL,SI{ELT 331.
<br />MAXAILM A:M
<br />DESIGN
<br />TAPWN
<br />OF TAP -TRW
<br />CALX-IN
<br />PANBM41 rowu m
<br />Psaw
<br />fo
<br />of re"
<br />MMIOMW PANQH
<br />tO101N l' (R.}
<br />WE9EfA1NCRETEcomlow
<br />XICK
<br />TO
<br />BLOCKCCRETE
<br />TomClE`1i.owc"
<br />TO
<br />CONTo
<br />MOCK
<br />TVus
<br />CONCRETECON
<br />b'
<br />N/A
<br />NJA
<br />N/A
<br />8'
<br />NIA
<br />6'
<br />N/A
<br />8'
<br />N/A
<br />1 & 2 (FOP)
<br />55.0. -72.0.
<br />9'
<br />7'
<br />9'
<br />8`
<br />9'
<br />8"
<br />S'
<br />9'
<br />9`
<br />D.
<br />1 (BOTTOM)
<br />S'-O" OR LASS
<br />+554 -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />1 & 2 (TOP)
<br />5'-0' TO 7'-B'
<br />8'
<br />S'
<br />9'
<br />6•
<br />9"
<br />7 1/2'
<br />9`
<br />9'
<br />9'
<br />9"
<br />1 (BOTTOM)
<br />+55.0 -72.0
<br />8'
<br />N/A
<br />NJA
<br />N/A
<br />6'
<br />N/A
<br />8•
<br />N/A
<br />6'
<br />N/A
<br />i & 2 (TOP)
<br />T-8• TO B'-B'...
<br />9"
<br />4.
<br />;p.
<br />MAgMUM ACC.
<br />DESKIN
<br />PRESSURE
<br />TeGCORCIRM
<br />I (SRO. 5/I' Iw Amfl lop O' MRXE)
<br />F.WE E (SPAT • 3' WA ,ION tM ff AN:'IL)
<br />AP PLIGABLE TO
<br />5ECTIONNS &
<br />OF ,NATO
<br />MAXIMUM P
<br />LENGTH "L" (Tt
<br />TA+ICON
<br />i
<br />+49.2 -61.5
<br />3• 3"
<br />4 1/2- i 4 1/2•
<br />2 (BOTTOM)
<br />7--6- OR LESS
<br />+52A -86.0
<br />3' 3"
<br />4- 4'
<br />2 (BOTTOM)
<br />r-8' OR LESS
<br />+55.0 -72.0
<br />2 7J2" 2 1/2'
<br />4' 3 1/2"
<br />2 (BOTTOM)
<br />7' 6' OR LESS
<br />2 1/2" 2 1Jz•
<br />NfA I NJA
<br />2 (9OT10M)
<br />7'-6" TD W-w
<br />#SS.O -72.0
<br />N/A N/A
<br />3" 3"
<br />2 (BOTTOMI
<br />7'-6° TO 8'-8".
<br />Rr101AA1 DAD. OE3MIN
<br />I)ANna
<br />Na... %a4i Ra„MTiN
<br />GAIN
<br />+To
<br />.m -726
<br />Kam•
<br />2 3/4'
<br />ueaTEa
<br />SEE SNOTi 15 FOR ANCHORS k SPACING FOR INTO TYpE INM ARE Ns HOOD ISFAAMESC DOLE .
<br />ED, U I ANCHOR SPACINGDCATMS AND 11MILE, EDGE E ANN O ARE 1NOICC BY ON T NG SPACE. FTN
<br />ENO. MSS THAN, RNOMAT60 ON FOLLOW E REDUCE FORT 6 BPIF AI MUHTIf%,`ANO S
<br />QN RCNE6UIE 9Y THE LNG FACTO FACTORS. FOR ENE OPERATOR A &• ACIPOSSIBLE.
<br />REDUCED l! AT AK MSPIALL NOT >E LESS 11LAN AWAWIN SPACING
<br />R®UCEO =MR A H ANCHOR
<br />A4DIGTEO TOR EACH ANCHOR ilF'f AT NIrUIORs tECEto.
<br />ANOW 17►[
<br />tJ4'r
<br />r
<br />1/4'.
<br />W.
<br />1/41s
<br />via"
<br />a TAP-owkwwwOweon
<br />nlMUt.
<br />PlAa
<br />fiNJhN
<br />Mb. ARKHOt SHADOW, EA.)
<br />$
<br />3
<br />3
<br />3
<br />2 t/2
<br />caw (h)
<br />3
<br />3
<br />3
<br />3
<br />3
<br />4EA a,W RSA 00
<br />_
<br />3
<br />3
<br />3 1/2
<br />3 1/2
<br />{
<br />ACe7L LQ WK
<br />FRGYGIt
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<br />-
<br />-
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<br />. t e * . �• 1t:.• \
<br />VrB SPRINT
<br />(k x
<br />mkxwjm
<br />il"MA1 ANOgRB SPACWIO FDA EA - 3 1/Z• •' -
<br />:..
<br />A.S.D.
<br />TAPCON
<br />CF TAP-tRtP
<br />CALK-HN
<br />PANEtMAIE FOAALE ID
<br />PANO.Mat PLUS
<br />SOLA1 SET
<br />srcTIONS / k
<br />MAID" PANEL
<br />RATING
<br />ro CONCRETE
<br />m
<br />CONCRETE
<br />BLOCK
<br />m collcl rfe
<br />m
<br />CONCRETE
<br />EROCK
<br />ro wNCRETE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />m CaNCRLTe
<br />m
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />To
<br />CONCRETE
<br />BLOCK.
<br />m CONCRETE
<br />m
<br />CONCRETE
<br />BLOCK
<br />ANY COMBINATION
<br />OF THEM
<br />LENCM 1• (a)
<br />8"
<br />NIA
<br />N/A
<br />N/A
<br />8"
<br />N/A
<br />6'..
<br />N/A
<br />6`
<br />N/A
<br />N/A
<br />N/A
<br />1 Cw)
<br />6"
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />8'
<br />8"
<br />6"
<br />6`
<br />8'
<br />NIA
<br />NIA
<br />1 (BOTTOM)
<br />6•
<br />N/A
<br />NIA
<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 />B'
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />S"
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55:5, 72.0
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />6'
<br />N/A
<br />8'
<br />NIA
<br />NIA
<br />N/A
<br />3 & 4 (TOP)
<br />>7•-5" TO W-B•
<br />OR LESS
<br />8"
<br />4"
<br />N/A
<br />N/A
<br />6'
<br />6"
<br />8•
<br />6'
<br />8•
<br />6"
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6`
<br />N/A
<br />W
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />8"
<br />4"
<br />N/A
<br />N/A
<br />6'
<br />61
<br />6"
<br />b'
<br />6'
<br />8•
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2`
<br />6 Tf4"
<br />T2 1/2'
<br />6 1/4"
<br />6 1/4"
<br />6 1/4`
<br />6 1/4•
<br />6 1/4"
<br />NIA
<br />N/A
<br />5 (TOP/BOTTOM]
<br />50.0, -53.3
<br />N/A
<br />N/A
<br />- 12 1/2`
<br />5 1/4"
<br />T2 l/2`
<br />8 ,J4'
<br />6 I/4"
<br />6 1/4'
<br />6 tf4"
<br />6 i/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />>8'-8' TO Il'-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 Ile
<br />6 1/4•
<br />8 1/4•
<br />6 1/4"
<br />N/A
<br />NIA
<br />a (TOP/BOTTOM)
<br />8'-8' 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 1/4•
<br />6 1/4-
<br />8, 9, 10 (TOP)
<br />43.Q -48.0
<br />6"
<br />4'
<br />NfA
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />6`
<br />8 1/4"
<br />6 1/4"
<br />8 (BOTTOM)
<br />OR 5
<br />4'
<br />NfA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />8'
<br />6 1/4'
<br />6 1/4•
<br />9 (BOTTOM)
<br />,2'-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 1f4"
<br />6 1/4'
<br />6 7J4'
<br />8 lj4`
<br />10 (BOTTOM)
<br />SEE SH" 1% 11 AND 12 FOR ANCHORS TAPE k SPACING FOR GNSTALLATIFN7S INTO WOOD FRAME BUILDING.
<br />MINIMUM ANCHDR SPMANTS AND MINIMUM EDGE DISTANCE ARE INER IN ON 1HS SCHEXU E FOR ED. LESS
<br />THAN IND"YED ON SCHEDULE REDUCE ANCHOR SPACING BY MAIL LYa1S SPACING SHOWN ON SCHEDULE by
<br />THE FOLLOWING FAL`IORS. FOR THIS OPERATION TO LE POSSIBLE. REDUCED SPACIN4 OBTAINED USING FACTOR
<br />E1,W: NOT BE LESS THAN MIN! M SPACNG BRYtAM FOR EACH ANCHOR TYPE AT ANCimRB lfOI.
<br />Tw
<br />t/r.
<br />1/4•.
<br />1/4'e
<br />1/4`r
<br />1f4'r
<br />1/4".
<br />_ TMW11
<br />CF w-CFEN"
<br />v
<br />6VX-w
<br />=&_BET
<br />4k1. YNaIGe »Ao w K
<br />3
<br />3
<br />3
<br />3
<br />2 ,/2
<br />3
<br />••LaK4aAMa RnaN4a)
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3 ,/2
<br />RBA tIa2 HBreMP eNa,
<br />S
<br />3
<br />3 tJ2
<br />3 1/2
<br />4
<br />AMft ft. $DE4 DEDM M
<br />F A•T.•
<br />T D TE
<br />1 1/2'
<br />-pS
<br />-
<br />2 ,/2•
<br />-
<br />_
<br />_
<br />_
<br />,6o
<br />Lai
<br />3 yr
<br />IN AL '(ION
<br />INTO
<br />DETAIL FQR
<br />_ EXISTING WOOD
<br />REGULAR PANELS
<br />STRUCTURES
<br />O) &
<br />I
<br />{/14-10 PANEIMATE PLUS
<br />��'"''•..,� , il a 1/4- O.C. W/ 1 7/8'
<br />1 14-10 PANtflAMTE PLUS
<br />' ( {`-� 6 I s' O,C. W/ i 7/8'
<br />!
<br />�I-j14-10 RANELMATE PLUS
<br />e fi i/R' O.C. W/ 1 7/8'
<br />RATAN 10
<br />i ED PENETRATION i0
<br />WOOD ryryEEAAppEA l ;' Tl#EADED PE9NEIRATION TO
<br />EX)STINC WOOD HEADER
<br />l ;:..
<br />.' EXISTING WOOD HEADER
<br />REOHRREOa F, I J+ EAsTINO WOOD HEADER
<br />` ' TlAY,33R2'
<br />��
<br />' �
<br />I�
<br />f i EWNiR3i1f4lp�e
<br />wow HEADER f l I.B. WYIpk1 HEADER
<br />t'-
<br />`
<br />f �>1 I z !
<br />I E1PRf Same
<br />a 1J4• eA.
<br />i
<br />H•�i4 I E7A9ff�e
<br />N \ / x' s tJ4' oa
<br />i /
<br />RBOUI H j /'}� REQUIRED
<br />1
<br />StlkiAAE
<br />SEE SCHW AE ON ,
<br />s1a
<br />rraN tO NXABa.
<br />.,.-..'s
<br />SEE oR
<br />FDATo SEuPARvKDON
<br />GIASe,
<br />- -_
<br />---
<br />lIEE 9pEDUtE ON
<br />FOr TO W.13.i A
<br />WH ._ )"J .__
<br />...1J4Y-IINtt
<br />(�' ,.....�-.. .._... M,a. PANEL LENGTH
<br />J it4Y-2QKi S.�f (SEE NOTE 1)
<br />M3. W/ 7/aY • !
<br />3}g2 WI& NU1 - T
<br />i E+hIW WERLW �
<br />tjb'IH--x6MT`
<br />MS, w/ 7/4'r
<br />3/3x' WRIT NUI
<br />.FIF]!V
<br />- Ma PANEL LD MW. PANEL. LENGTH
<br />(SEE NOTE 1) (SEE NOTE i)
<br />MS W/ 7J'8•A
<br />—•---- 3/32' WaW Kin l.___
<br />OF T"
<br />OFF"L
<br />_ MA%• j
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<br />3
<br />AIM
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<br />111
<br />HINT a
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<br />2'R4' WOO"WE
<br />2'K4- WOOD PU7E ' ( TE
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<br />i
<br />t e o.C.
<br />2'si• WODo TE �, I, 1 WN nIRFAtlF�O
<br />k : t S4-'0 PAHEIAUIE PLUS
<br />REBORED - 11 4'TJa' tOLlIEED
<br />i
<br />REQUIRED I PENETRATION APLATE
<br />¢ I
<br />O
<br />1 MIDWOFFH OF
<br />WON OF KAYAYE
<br />�"
<br />H '
<br />1/4"I LAG SCREWS 4
<br />-`a' O.C. STAGGERED W/
<br />1 1PE,iL'sRAno1,
<br />L rDIRECT
<br />IN
<br />......_a_.._ f.,.-_l
<br />AT NIDN1Otl, O PLATE
<br />BW
<br />STALE 3t8-/-
<br />- -
<br />�:
<br />SCALE 3/8-t`
<br />SCALE 3/8-1•
<br />1. INSTAWTIONS FOR ALTERNATIVES BW, 9W & NOW ONLY VALID FOR
<br />BUILDINGS WITH A.S.O. DESIGN LOADS UP TO +43.8. -48.0 P-J, AND
<br />t1ys1}yT1iiENMM
<br />TIy,
<br />PANEL'S LENGTH UP TO 12'-4"
<br />BE
<br />aMAA`�Ap
<br />sI. 'LL`;,.,
<br />.
<br />. ,, iJ'V4•
<br />puAl.. TO SOUTHERN
<br />2. FOR NEW NO. 2, wf 5PE .ITCH C DENSTY O€ O:Nk WOOD 55 OR EMBERS EQUAL.
<br />FLORIDA BUILDING CODE Hi h YalocN Nurrlcane Zone)
<br />NOTE FOR COMBRNATLtkN OF
<br />N0.
<br />416 =
<br />* y
<br />e2om 1lTEC0, alb. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />a+w x• e+:
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />' *
<br />' 4
<br />_ —��
<br />'
<br />�r/e GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />�� G �r O INC.
<br />" M g
<br />INSTAL1AT10N,
<br />aA:., R70 J
<br />,� (E•i1n - ......
<br />4eW SAE. 51 sam
<br />TRLR k ENHRNE[HE-TT 4 Z. Off* • . �1r
<br />NAl JIh al Y MA MA0,44 orCWGI 0. 3NM PNOIE: (I34)CeR-75Ai'. FAX (e6f)te8^B7fi
<br />20-176
<br />LAN cD,<
<br />tp+N
<br />R3m1 nl-,aww.,EtW m-imp ra. eaMiM Ore Nnr em.r aW
<br />LWAmNa at;
<br />iu1a4 i ATE
<br />a-owarla -
<br />,METER A 7AU13r.IdE pP ,FeN
<br />a1uTiY a 2B
<br />INSTALLATION DETAILS
<br />FOR OPTION 9 1 FOR
<br />LIFE SAFETY STORM PANEL
<br />SYSTEM
<br />/
<br />'/4'' " aG "�
<br />INTO EXISTiNQ WOOD
<br />STRUCTURES
<br />I'
<br />, 1/x Min. THREA6EO PE/A.11Mi
<br />y
<br />t
<br />1
<br />— K
<br />�
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<br />WNG O
<br />M)f EYTRY ;
<br />$RHO a 12 1/2 ..G
<br />I
<br />ALTERNATiVE 1
<br />ALTERNATIVE 2
<br />/y
<br />1 $M7` MACFNNE
<br />1 HIT
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<br />ALTERNATNE 3
<br />ALTERNATIVE
<br />RITOUMl+�
<br />1/4�,LAG C. / 1 4Jr
<br />PONE1RATgN
<br />kII
<br />IS,,. TKAE# ED OR
<br />IJ4•LbZ4 LORD BRASS BUSHING W/
<br />1/4'h202' SS R.S. • e• D.C.
<br />ALTER
<br />Lys 0012 CONDITIONS
<br />E W
<br />ANCHOR LOCATIONS
<br />R
<br />1/4•a-20 PARO.MAR FEMALE w DR
<br />PANOAN7E PLUS O 6" O.C: W 1. 1/2" Attie.
<br />TRRGOED PENETRATOR To WORD
<br />MINE ♦ FRAME
<br />'III 3/a" - r
<br />N
<br />PLATE
<br />NOTE = SNUFFER TRAMM Not SNcwN FOR cLANTY
<br />WALL
<br />MOUNTING INSTALLATION
<br />M4yyxE,2Hry
<br />ALTERNATIVE
<br />1
<br />stAm 3/r - I'
<br />NO 7 ':
<br />FLORIDA BUILDINO CODE (High VelocityHurricane Zone
<br />900II. -
<br />It * . S e
<br />02004 Tom''
<br />20 GAGE GALVANIZED .STEEL STORM PANEL T w:
<br />' ST OF 44� -..
<br />1, OCTAL.. -72-D ARE ONLY VALID FOR BIALDINGS W,- AS.D. DE$6N LLU05 1P m " 4 t_Ss..
<br />+s5z, azD PM AND PANEL•s LEwG1H UP m e•a•. "%r 9 Ft R14 �� -��".�'� /� /�
<br />' C O INC.
<br />_
<br />GLOBAL PROTECTION PRODUCTS, I.I.C. ,PaE
<br />2 FOR NEW WOAD FRAME WNSTRUCTO�t WOOD MEMBFFRS TO BE SDUnHRH
<br />PRE No. 2, W/ SPECIFIC TICHISM OF OA5 OR EQUAL
<br />lCs' rO /'1f`i4
<br />'Ai, M�I AL /
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<br />SHEET NO.
<br />SH 1.1
<br />
|