|
m smnow i, a b.
<br />ON SIM.
<br />otoHown,
<br />I
<br />WALL AND ELOOR MOUNTING INSTALLATION M Dry
<br />SPLIT PANELS
<br />Pim A. of
<br />c- ft`�"v
<br />cl� TOP
<br />L MIMI A,
<br />EDGE OF WALL
<br />MW ER,
<br />T
<br />2
<br />11.� Am
<br />wASmui A, U, -F
<br />S, MI,
<br />co-c� ce G`Ni
<br />FEMG, IALOCK Ij J
<br />Xvra. ANGLE
<br />SNI . . 11
<br />'VARE * -,�
<br />SSURE RAPAG
<br />--,Lo 2'
<br />A. A
<br />61-10, TO W-011 2' , 6, A I Ar
<br />WEV
<br />SPAN (FL) TUBE MULLION
<br />I III
<br />RAnkc
<br />MULLION REQUIRED M".
<br />SECTION I
<br />-ALE 3/8-1,
<br />NOTE MULLION CAN ALSO BE 6ftMVI/0 STORM PANELS ON TOP
<br />OR BOTTOM IS 0M SO THAT AT -,OP OR eOT70M OF OPENING
<br />(ONE PANEL OPENING W/ TUBE -top & BOTTOM)
<br />(;��!
<br />1/4-
<br />4) VIC. 'AtICON x
<br />aAUoc, .1 2 1
<br />PoituRoxii
<br />t �\j -.-
<br />nU.ED
<br />W
<br />W +55 0 �J. -0 AAJ, I . a Not,
<br />IT" w eaFI
<br />1HEFF 4
<br />71- OR
<br />o(POTIcti)
<br />MIA MULLION SCHIFETUILr.
<br />FLORIDA BUILDING
<br />SPAN (FL) TUBE MULLION
<br />I III
<br />RAnkc
<br />MULLION REQUIRED M".
<br />SECTION I
<br />-ALE 3/8-1,
<br />NOTE MULLION CAN ALSO BE 6ftMVI/0 STORM PANELS ON TOP
<br />OR BOTTOM IS 0M SO THAT AT -,OP OR eOT70M OF OPENING
<br />(ONE PANEL OPENING W/ TUBE -top & BOTTOM)
<br />(;��!
<br />1/4-
<br />4) VIC. 'AtICON x
<br />aAUoc, .1 2 1
<br />PoituRoxii
<br />t �\j -.-
<br />nU.ED
<br />W
<br />W +55 0 �J. -0 AAJ, I . a Not,
<br />IT" w eaFI
<br />1HEFF 4
<br />71- OR
<br />o(POTIcti)
<br />MIA MULLION SCHIFETUILr.
<br />FLORIDA BUILDING
<br />RAnkc
<br />MULLION REQUIRED M".
<br />SECTION I
<br />-ALE 3/8-1,
<br />NOTE MULLION CAN ALSO BE 6ftMVI/0 STORM PANELS ON TOP
<br />OR BOTTOM IS 0M SO THAT AT -,OP OR eOT70M OF OPENING
<br />(ONE PANEL OPENING W/ TUBE -top & BOTTOM)
<br />(;��!
<br />1/4-
<br />4) VIC. 'AtICON x
<br />aAUoc, .1 2 1
<br />PoituRoxii
<br />t �\j -.-
<br />nU.ED
<br />W
<br />W +55 0 �J. -0 AAJ, I . a Not,
<br />IT" w eaFI
<br />1HEFF 4
<br />71- OR
<br />o(POTIcti)
<br />MIA MULLION SCHIFETUILr.
<br />FLORIDA BUILDING
<br />SECTION I
<br />-ALE 3/8-1,
<br />NOTE MULLION CAN ALSO BE 6ftMVI/0 STORM PANELS ON TOP
<br />OR BOTTOM IS 0M SO THAT AT -,OP OR eOT70M OF OPENING
<br />(ONE PANEL OPENING W/ TUBE -top & BOTTOM)
<br />(;��!
<br />1/4-
<br />4) VIC. 'AtICON x
<br />aAUoc, .1 2 1
<br />PoituRoxii
<br />t �\j -.-
<br />nU.ED
<br />W
<br />W +55 0 �J. -0 AAJ, I . a Not,
<br />IT" w eaFI
<br />1HEFF 4
<br />71- OR
<br />o(POTIcti)
<br />MIA MULLION SCHIFETUILr.
<br />FLORIDA BUILDING
<br />INSTALLATION
<br />DETAILS FOR REGULAR
<br />PANELS(-j
<br />INTO
<br />EXISTING WOOD 5jBUQTQ8E5
<br />M.=1.
<br />r7r "VAIA PEe@aRpYGp(aoe�.
<br />vimili. A/ 3Rai 1-HVMAor
<br />ALdGN
<br />R.
<br />-7
<br />ma® um
<br />to `XAft
<br />To
<br />-too'.c
<br />itition,
<br />ro .Ass
<br />WALL MOUNTING
<br />- ALTERNATIVE
<br />.1NUALLAIJON
<br />SCAM. 1/4'. I-
<br />-4- L
<br />Lys
<br />BUILD -OUT MOUNTIN
<br />INSTALLATION ALTERNATIVE. I�+alsanao
<br />ma
<br />CEILING A FLOOR MOUN-nmr, WALL & IMOOR MOUNTING
<br />WALL MOUNTIN
<br />iwAuAnoi - AL NAM AW IMALLATIONS - ALTERNATIVE SW
<br />(SECTION AT TOP IS LIMITED TO +654-67.0 MAX. SCALE: 1/4' - I'
<br />j=&"nON - AMNATIVE
<br />ALS.D. DESIGN PRESSURE RATING)
<br />SCALE 1/4- 1-
<br />SCALL 1/4* 1*
<br />7
<br />A,
<br />II
<br />F-77
<br />111111"� T
<br />!�
<br />FLOOR MOUNTING
<br />INSTALLATION - MOON AAA
<br />SCAM- 1/41 - 0,
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS,D. DESIGN LOADS
<br />1-110� I .., - -
<br />`\
<br />UP TO -724 Tt,sJ, AND PANEL'S LENGTH UP TO 8'-B'
<br />EN
<br />CEN
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zane.
<br />EIA+55.5,
<br />2. FOR N WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE N(L Z W/ SPECIFIC, DENSITY OF 0.55 OR EQUAL
<br />No. 4167
<br />azoaD
<br />20 GAGE GALVANIZED STEEL STORM PANEL FP.
<br />DRAW. WTI,
<br />GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />ST E01" 71 �E � -�O, -C�
<br />P&It
<br />CAN
<br />E
<br />Riot-
<br />GGAP.. n- 20-176
<br />COMBINED'0=7MYM0WUA"YT'FT.G"
<br />PHONE,
<br />E-w (AN)
<br />INSTALLATION.
<br />/ttlANN T 14 TE
<br />W47FA I GLUI 1.t 1t
<br />jituo�*`-
<br />IMUM
<br />A.&D. DESIGN P& , URE RATING (pa.f.) AND CORRESPOUING
<br />MAXIMUM PANEL LENGTH -L- SCHEDULE
<br />ONLY FOR PAMELS13 82 NISIA1.1ATIONS AS PER SECTIONS I THRU 10, ON SHEETS 4. !1 & 6)
<br />.AMUM A.S.0, Maw P r"111% im
<br />"W"'T
<br />-..is%
<br />OF THEM
<br />.54A. -72.0 7,-!r OR LESS LINEIGLTEO
<br />I THRU 5
<br />-12,0 ttv-z�, To w-w m- 1/1�,
<br />1
<br />+5b.C. -72.0 Nt-C To U 2
<br />RAPS..
<br />)2'-' OR
<br />8. 0 A. 10
<br />MAX
<br />BOLTED *1 ss, wpgw At OVERUP "LO10TH of PmU.
<br />51 IN RRESENDING
<br />RAM
<br />REQUIAR-MIRM-EANELA Cl) A & IMMUAUM
<br />INTO EXISTIN9 COMETEA 9080ETE BLOCK SIRUCTURES
<br />(PAID ONLY FOR PAKLS(D& @ MISTAUATIONS AS PER SECTIONS I TIM 7, ON SHUTS 4 & 5)
<br />NAAQVLN' AS I
<br />D
<br />-'QKN AnDim SA.#x FOR CO. - 3 'p-
<br />msm imm"
<br />OF TAP -GRIP CAL. -IN Pmw� FEMALE 0 'I'm PU4�
<br />CABLE TO
<br />"(k)
<br />PRESSURE 1 70
<br />1 To TO
<br />Ro
<br />A= N-1 =M �
<br />RATING (-I CONCRETE CONORFIT
<br />10 CO."Em; To CONCRETE In co"GRETE CONCRETE RETE 1
<br />OACX
<br />1
<br />N/A /A 6- A/A It"
<br />_L/A
<br />H/A NIA w S' 5' r 6'
<br />it.
<br />(earroti)
<br />N/A v 6, N/A w
<br />X/A
<br />III A
<br />2 (tw)
<br />NIA
<br />NIA #/A 5- N/A
<br />N /A
<br />-55.5, -7" Ir
<br />"/A N/A
<br />N/A
<br />& . Dap) 71-V w LESS
<br />DR LESS
<br />a, 5�
<br />----------
<br />III^ N/A tv e
<br />6'
<br />laorrOM)
<br />N/A
<br />V� N/A 1. N/A N/A 6' N/A
<br />N/A tr a,
<br />N,4
<br />H/,
<br />-,2 7/2- 12 1/2- a 1/4-i /A.
<br />a 1/�-
<br />SEE SHEETS to Ii I I FOR AWCH TYPIE SPACING FOR #WALLViONG WRO WOOD FRAME NUILDIW
<br />MAIM" ANCHOR SPACINGS AND MINIMUM 09 DISTANCE ARE INDICATED ON INS SONEDI FOR E.O. LESS
<br />THAN INDICATED ON SCHEDULE REDUCE &NICHOR SPACING BY MIANPILYNG SPPC040 SNOWNI ON SCHEDAE fly
<br />3K FOLLOWING FACTORS FOR INS ONEFUTION TO BE POWISLE. REDUCED SPACING OBTAINED USING FAVOR
<br />�Q,L 90T SE LESS THAN MINIMUM SPACING INDICATED FOR UJo" ANCHOR TYPE Al AtitHORS LEGEND.
<br />AMMKIN TAIE
<br />4
<br />"DWALED "UA;
<br />AHGAGA IP`O`0D 0H.)
<br />FLORIDA BUILDING
<br />t/2 " V2
<br />s 1,2 Z
<br />CODE (HIgh, Yelacity, Hurricane
<br />Zone
<br />AWE. m MINE Comm
<br />No, 4167
<br />20 GAGE GALVANIZED STEEL STORM PANEL.
<br />FP
<br />DRHHN By-
<br />STA 'E 0E - `7-1
<br />11L1EC0..r.'\GLO8AL
<br />PROTECTION PRODUCTS, LLr-,
<br />- lot.,
<br />EW. it
<br />GAME, A. 333'4
<br />ite Pwaw F.,
<br />20-176
<br />14140
<br />deaA
<br />(AMONG
<br />7E E I :-f. jj.
<br />INSTALLATION DETAILS
<br />PANEL.$CD
<br />INIQ EXIKIN9 n0l) STRUCTURES
<br />4" 10-
<br />- ------ 71
<br />EQ
<br />-
<br />ED
<br />ED EQJ
<br />1W AMANAIN-2,W
<br />SCALE 3/8=1" SCALE 3/5.1-
<br />EE SCHEDULE ON 7 S"'S 'OR - SEPARATION
<br />10 OIASS.
<br />.1217 .1.1
<br />71
<br />ED
<br />DO 0 1
<br />ED, Fill I- �1
<br />7-
<br />ALTERMWE 3W ALTERNATIVE 4W
<br />2-AA- PLATE
<br />SCALE 3/8.1-
<br />FRAME
<br />CONNAMNCeOR LOCATIONS
<br />NOTE: SNUFFER TRACK$ HOT SHOWN
<br />CLARITY
<br />TO NIA NfA
<br />' 1D. . 5/6' LONG BRASS 1111KHM III
<br />.,-2OW SS. AS, 0 6 1/4- OZ. FOR
<br />EL LENOTWI UP TO 5'-D* AND 6 1/4* 04
<br />UEHORG UP TO ts'-a* 111 OR 1'11-19
<br />U144TE FDA" 10 OR PANEUMTE IS,
<br />T&C. WITH I I/T k4l, THIRIAM
<br />tO ,EAGER ALL LJOICY"s LIP
<br />3,-Ir -
<br />t
<br />I/- LO, sIr LOW 111I ",we
<br />W/ t/A'.-20.2' SA Aks. 0 6 /-' OC
<br />FOR PANEL UIXTINS UP TO 5'-&" AND 0
<br />-;LAR, 114 O.C. FOR LENGTHS UP TO V-0-
<br />OR "o-4 - - - OR
<br />"Do." PANEL"TE mus a 12 WTHI I
<br />�2WM THRUM PENETRATION AT
<br />jI II OF EXISt WOW PLATE FOR
<br />ALL LENGTHS To W-81 v-
<br />DIRECT M UNTING INUAUAIION ALI I
<br />INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ASLo DESIGN LOADS
<br />1.55.9,
<br />, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP & BOTTOM
<br />CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLA17
<br />N
<br />MOUNTINGS
<br />0
<br />(VALID ONLY FOR PWDLSU-)& 4A)INSTALLAIIGNS AS PER SECT04S I THRU 10, ON SHEETS 4, 5 &
<br />)
<br />FOR REGULAR
<br />ALTERNATIVE
<br />6
<br />SCALE
<br />FOR
<br />do
<br />i ER ', ', __ a ,mWGme rV w.A+€. W111m;
<br />11
<br />UP TO
<br />-72,0 PSF AND PANEL'S LENGTH UP TO 8*-S'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOV1141DON
<br />PINE No. 2
<br />I
<br />$
<br />A. "" WXIMUM ANCH01IM SPACING FOR E.D. - 3 1/2- - APPUrw TO
<br />S,D DESIGN TAPCON Ct TAP-GRP CAUK-IN PANEILMATE FEMALE III PANELVATE PLUS SOLID SET SECTIONS I & MAxvtm
<br />PR`SSV`"` To ANY COMB64ATI L04N v (A.)
<br />p
<br />ATI14 To CONCRETE TO TO 70 TO
<br />CONCI TO CONCRETE 004CRM TO CONCRETE: CONCRETE To CONCRETE CONCRETE TO CONCRETE .&
<br />I- To CON� Cowwrt: OF TItEM
<br />BUXK
<br />91= BLOCK
<br />. ........ ......
<br />/A N/A N/A S' N/A 6- N/A
<br />CI
<br />4- N/A N/A 6* 6' 1. 1 (BOTTOM)
<br />N/A AIIA N/A V NIA N/A 0. N/A N/A N/A 2 (700)
<br />N/A 5.. N/A 1. N/A N/A HIP (BOTTOM)
<br />-720 WA N/A N/A >
<br />OR LESS
<br />N/A N/A S. F.
<br />6' 1. 6" NIA WA .5 (BOTTOM)
<br />N/A N/A MIA 6 c N/A 1, N/A K/A N/A 7 (Top)
<br />N/A N/A 4 & 7 (BOTTOM)
<br />4- N/A NIA
<br />1
<br />N/A N/A 12 1/2* 6 1/4' 1 t2 1/2- 6 1/4- 6 1/4- 6 1/4- 1 6 1/4' 6 1/4- 1 N/A N/A 5 rTOP/BOITOM)
<br />6 1/4' 12 -/1' 6 1/4- 5 1/4" 6 1/4' 8 1/4' 6 1 /4- N/A N/A 6 (TOP/BOTTOM) TO IV-Z-
<br />+55,0. -72.0 N/A NIA 1, 1/4' NIA 6 1/4- N/A 5 1/4- 6 1/4- 6 1/4* F 1/4- N/A N/A
<br />N/A 6 (TOP/1101"I'DIAL) TO 11-2-
<br />N/A !LA _�/A N/A N/1k N/A N/A 6 1/4- 1 6 1/4- 6 1/-- 6 1/.* 8.
<br />10 (TOP)
<br />+43.11, -48 0 AI/A -
<br />/A�N7A a 1 6 1 j4' 6 1/4* 8 (BOTTOM)
<br />OR LESS 6- e - NIA NIA N/A M) I 2'-A* OR LM
<br />4- N/A NIA N/A 14W /A E- �IV
<br />L LNIA ItL4/A - N/A N/A N/A N/A ./A AI
<br />PANEL
<br />BLOCK
<br />$
<br />B.
<br />N
<br />SEE
<br />11 AND 12 MR ANCHORS TYPE A SPACING FOR INSTAULATIO" INTO WOOD FRAME BUILDING.
<br />LESS
<br />THAN INDICATED ON SCHEDULE REDUCE A904OR SPACING OF WULTIPOING
<br />SHOWN ON SOAULE BY
<br />THE FOLLOWING FACTORS. FOR -,,JF OPIERAGON. TO BE POSSIBLE
<br />ANCHORS LEGEND
<br />ANCHICIR TYPE 114*.
<br />FUKALE 0 PUM QHx-
<br />bk
<br />MOM SPACING 011) a
<br />3 1 3 311.
<br />a 3 3/2
<br />Acim EA 00"m r A
<br />C 1 0 0
<br />'co,
<br />SHEETS 10,
<br />MINIMUM ANCHOR SPACP= AND V"How M, DISTANCE An wDrAnD Oh THIS Scmmum- FOR E.D.
<br />SPICING
<br />, REDUCED SPAMG OBTAINED vilit 1ACTO-
<br />HOT SE LESS THAN whimam spocm O&CATEO FOR EACH ANCHOR TYPE AT
<br />c
<br />'
<br />INSIALLAIILDN 12ET
<br />FOR REGULAR PAHEL-Sa
<br />INTO
<br />LNQQD STRUCTURES
<br />u,
<br />it 41�10
<br />Plus -11� 0 PAKELMAIr Pt S
<br />114-10 PANCLUATE
<br />W/ 7/8 0 0 t"/-,
<br />W/ 1 7/8'
<br />PENETRATION 70 TIAZ 111�4 1.7111' Wow -ER PENETPAIIOH ED LOSTING WOOD HEADER EXISTING
<br />HEADER Etarm ODD HEADER
<br />AT.*
<br />IV AIM. Ln=
<br />VIEW, !i'va 0 O"DOGGIo.
<br />liv,-
<br />at, 6 /r O.0
<br />'0
<br />Wow iLAM WOOD HEADER
<br />REQUIRED REOUIREO-- X
<br />SEE ON, SHEET a KEE SCHUXLE 014
<br />SHEETO
<br />ft- F-A MA SERAIATIon
<br />TO CIASS TO IGN&& TO GUSS�
<br />M. PANEL LENGTH M- PAWL LENGTH M. PANEL LEING111
<br />RE NOTE 1) (SEX NOTE 1) (SEE NOTE 1)
<br />tQ
<br />IV,
<br />a
<br />WAX Mo
<br />awl' i WING M WASHER
<br />(LC
<br />O`w 6 12 1/2
<br />ED
<br />I LAI; SCRE-ws
<br />MIH TH=
<br />2".4* 2'
<br />21." WOOD
<br />114-10 PANEILMATE PLUS REQUIRED RED REQUIRED PENETTAII)ON AT
<br />-a 6 /., DO W/ 1 7/8,
<br />THREADED PENEMATION a
<br />MIDW-a- OF PLATE
<br />le4
<br />.
<br />AGO WIDTH OF PLATE
<br />C LAG SCREWS III
<br />STAGGERED W/
<br />1/7" MH
<br />MRA IPENETRAXION
<br />DIRECT ZOLINTINO INSTALLATION j AT OF I",
<br />ALT�� &W DIRECT L JNSTALWION DIRECT MOUNT 6. JAU b IKU&=QN
<br />AL M
<br />SIAIJE A/8- I' SCALE 3/a-;-
<br />1. INSTALLATIONS FOR AMRNATKS SW, 9W & TOW ONLY
<br />FOR
<br />BUILDINGS WITH
<br />AND
<br />PANEL'S LENGTH UP TO .........
<br />Fop NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN
<br />E
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0,S5 OR EQUAL FLORIDA BUI
<br />nq Zone)
<br />z 416 Kom TILTEDO, INC. TIP.
<br />z E 20 GAGE GALVANIZED STEEL STORM PANEL
<br />-----------------
<br />TOP & BOTTOM
<br />CAN BE 07/a/wo
<br />COMBINED IN ANY WAY TO SUIT ANY S GLOBAL PROTECTION PRODUCTS, LLC. OPE
<br />INSTALLATION,
<br />, .
<br />TM7 farrm c4mmEmNia compARY WIVE, n- -
<br />---G. - nk)� wou-NN" 20-176
<br />ZSi4
<br />Iz
<br />`*CTER A TILLIT - PE Ent A FLORIDA U� 1 .11
<br />AILS
<br />EXISTING
<br />PAN- PLUS
<br />R.C.
<br />JJ TR W
<br />fi
<br />ji
<br />Tr c
<br />I (SEE i AA
<br />v4' WOODFATE
<br />REWIRED
<br />O.C.
<br />6'
<br />VALID
<br />A.S.D. DES" LOADSt UP TO +418, -48,0 P.$JPLATE ' .
<br />Y.
<br />LOIN ilCODE h Velocity Humica
<br />MOUNTINGS
<br />FG RVD�: TINE CO.... \ . E., 5
<br />0
<br />>
<br />0
<br />L
<br />.E. SFAr,/�eIAFLIAE/Mn
<br />ANCHORS: SEE SCHEDULE 04 104m 41 F-
<br />(SEE SO4MU {SEE SCHEOUd ON For, WOOD SOGEw- SIDE SECTION ON Hm 15 ALTERNATE ALTERNATE &,_ (�f•
<br />, 24/4,
<br />POURED
<br />SEE
<br />tEret
<br />(SEE
<br />�.S_I..i._!-_.i..�
<br />croon
<br />SCALE
<br />ALTERNATIVE
<br />MAX IMUM. PANEL
<br />1
<br />0
<br />AREA
<br />4/4 If
<br />REadwEc
<br />.
<br />PANEL
<br />EDP
<br />SAFETY
<br />SPACE
<br />N/A NIA V NIA N/A I & 2 (
<br />(BOTTOM)
<br />oerAAtED
<br />$' N/A I d, ow) REWIRED
<br />WALL MQUHIIKQ IWAUAMN WALL AN JNSIALLAMN SCALE 3/.'12'. 1* +550 -72.0 91 5PLus CCNCREIE CB • '
<br />: 3f
<br />ALTERNATIVE
<br />LIFE
<br />PANS.
<br />MAY NOT BE INSTALLED AOMCENT TO AECVWA. Tv9HEAidA J
<br />SAFETY PANEL CONSISTS OF 0,039' GALVANIZED STEEL STORM PANEL AS SECTION B-19 DOWN SECTIONS III I& MAXIMUM
<br />PRESSURE TAPCON -IN TAPCON hy CDwBrNATiO1 LENGTHY
<br />ITSELF TO BE REMOVED TIN INSTALLED FROM THE
<br />THEM
<br />ALTERNATIVE
<br />SHEET la,
<br />Ma wane PER • '
<br />FOR a 1+55,0 -72LO I N/A
<br />Mae.
<br />STEEL
<br />ONLY
<br />PROTECTION
<br />GALVANIZED
<br />$
<br />FAX 20-176 20-176 N. Z W/ SPECIFIC DENSITY OF 0.51$ OR EQUAL- TLUT TUFTING At rNOTINEOUND aoMPANr
<br />SPACERS
<br />,800 daaaw•r arc
<br />SHEET NO.
<br />SH 1.1
<br />-
<br />C 7.8
<br />0
<br />0
<br />c C: 0 LL.
<br />ICU 4-- Cu
<br />0 0 >
<br />(3) L-
<br />(1) 0 CL
<br />CC C)-
<br />ICU co <
<br />Pdi
<br />CONCRETE ANCHORS CONCRIDE MCHM FOR CONCIVIT
<br />_
<br />1'*),\ SHEET -0. AT LOCATION INSTALLAIION DEJAIU EQR QEIIQN A I EQR UFE SAFM STQRM PANEL SYSUM
<br />/4, 2/4
<br />3/4 OR 4w, 2 1 5 (D END PANEL
<br />-47 END PANEL
<br />POURED ONCAM -11-0 in. --- 1 1/" w -mWG 0 r a.,, W/
<br />$Tw. a Elaw INTO EXISTING WOOD STRUCTURES
<br />m WQQP OVERLAP r
<br />0. C�)
<br />\,O Cn
<br />REGUNI.
<br />CONCRETE
<br />REOut SOD,
<br />T1111
<br />mH, fCxsE
<br />STUM 0 EYERTY r
<br />0 ERLAP
<br />(12 t12' D.C)
<br />T
<br />0
<br />[-
<br />S=M�-' Off- SEE -3 TO HOLD PANEA.
<br />Kit SEPARATION No P 101T *R PANEL)
<br />PAHEO Nil
<br />to GLASS
<br />GLASS I i I I i i EDI
<br />I I i OR
<br />Ft-1 -, i I w ,
<br />570 6 12 I/IrD C F
<br />"-WTEIHOR PANEL \-END PANEL
<br />1/4- INTERIOR PANEL END PANEL
<br />5/r SCHEDULE III SEE
<br />FOR Mo. -` I,
<br />00"R 7 ."1 L-1- -� i
<br />1/8* wili. 3* W,,, (CAM q� AMI ANCHOR Oil f-t To 2/1
<br />t SPACING
<br />In OR DIRECT MHOUNIF SPACING SPACING So& I
<br />1,-3, wit --1 1-4, min,
<br />LOCATION MO U.&OIR I
<br />I ...
<br />A DIM INIING IMAI N (APPLICABLE TO =11EPULE I DETAIL 2 FLQ MOUNTING INSTAL TION (AEPUG A TO s
<br />_+
<br />(ALTERNATE UVAT
<br />3/16- - I- SCAM- 311C - I'
<br />A up PAWS)
<br />STLAX 0 12
<br />OVA', MAXIM S.D. DESIGN P (padj ANQ Q RESPONDING 9
<br />POU� Ej (SEE 5 I/`t4 u RESSURE RATING
<br />I ALIERNATIVE 2 CL
<br />2/1.) MAXIMUM A.S.D. DES19H PREMBE RUING (R.A.f.) AND
<br />W spc
<br />(NIS) MA m I 2* oc
<br />W. / ) I - 4
<br />OR
<br />BLOCN WALL I if fill,] IIIH QQBRE5P0NQINQ MAXIMUM ANCHOR 2A&INQ SCHEQULE AT
<br />LENGTH
<br />3/4
<br />L*/,I. V4 2A,/4, OR 4/4 1*
<br />. 243W/15 L*I, z & iw/ls
<br />IN5TALLAIIQNS INTO CONCRETE A CONCREIE BLOCK STRUCTURES
<br />I I
<br />I ALTERNATE LOCA77
<br />N ON low 1.
<br />ON LIFE SAFETY PANEL SEE SC'CDLU GLAD"`
<br />EPARAT'"
<br />W/NO LIFE SAFETY PANELS LOCATION F SEE NOTE IBELOW)
<br />PMET's W/ OR mamm &5A UPODN OF VP-GRP 0"- FOI 0 PANIDAUTE APFUHAA1 TO
<br />V`4, -no TO MASS
<br />4 1,. REGULAR SAFETY
<br />--I
<br />W/o ReGU Ism NOTE I 'ECTIONO
<br />LAR TRACKS DESIGN TO TO MAXIMUM PANEL ED
<br />CONCIIIETE AFIC"Oft LAST PANEL TO BE INSTALLED AS PRESSWItE TO To TO CO~m. LENGTH (,LI
<br />SOO PANEL OPENING SHALL CONCRETE CONCRETE CONCRETE CONGMr CONCRETE
<br />In
<br />CONCRETE - .,,.I TO OF THEM
<br />&VIND i.-I BLOCK SLOCK it= 8,13c, sa SHEET 15 FOR MHMORS M & VACING FOR INM WOOD FRAME INALDRINI. OR
<br />&WAYS BE MOMUM AMPHOR SPACINGS AND "NUM WGIE USTANCE 'HOWED ON rH* sclloovu. FOR
<br />BY IRILTIPLYINKI SPACING
<br />UrAIMW ARE Ell,
<br />SHEET 4) I-ORM %ItIREJAR 10har 6. 1 1 ecl
<br />REQUIRED TO FAC m N/A N/A
<br />rop) V_D LESS THAN
<br />0, to BE OVED FROM INSIDE +554. -?2-0
<br />MaIIED ON SGIKEDUL4 REDUCE ANCHOR
<br />mow)
<br />(SEE
<br />SCHEDUA 011-5 P OPTIQN #I EQR LIFE SAFETY-S
<br />HICHETE INSTALLED OR RIEV Um SH01IN ON SCHEDULE ffY THE fOLLOWING FACTORS- FOR THIS OPORATON TO IN POSSIBLE
<br />FANELD & QlA OF STRUCTURE It- a- 9- v REDUOID) SPACING
<br />USING TACFDR SHALL NOT He LESS D'AM Himmu'd SPACM
<br />INOCATEO ANCHOR TYPE 0 ANItHOAS IMEND,
<br />SHEET '.) FOR Wow PLA
<br />0. ON, ELEVABON N/A N/A N/A 6 N/A I,* NIA
<br />Q. a. 9. 7 Ilrl (SOT -Tom) 'to ?'-V i
<br />ANCHOR Tm 1/4' WOOD KATE
<br />FMCON PAWRACt
<br />N/A N�A N/A N/A N/A I & 2 (TOP) ROMI PU,S AVOURED
<br />ScAu; vs- I- - SECTION 2 :SCAU
<br />8* I' GAP .55.0 -72,0 To s-r tft ANCH" ;zw w
<br />0A MA) -a Co.,
<br />-4
<br />ALIERNATIVE 3
<br />1L
<br />SAq-TY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) EA PIE poum pwm ir.4- MATT 7
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PAIvELS),
<br />MTE
<br />P"se a%,w/ t/2'
<br />LIFE SAFr_ WffATION TONI
<br />FY WAY OR
<br />Xq PANELS I �T M
<br />REGULAR TRACKS.) I APP �,A
<br />uAmmUm Sb �A, Dow 0 I/r nm w OF man CASE Nu a Y M. Five, 7w OF
<br />000 FRAME CONDIIIQ N!QHQR LLOCMION
<br />2. LIFE
<br />PANEL 'o, Go PAMOAATC FEMALE 10 ON ALTERNATIVE W NS & A
<br />( PER PANELS SHEET 2 OF DRAWING, SCALE 3/32-- 1 -
<br />(fQ PWRELAWTE PLUS 111, 0 SCALE 3,X
<br />W/ OR W/O SEE Han I)
<br />IRS
<br />;NSIDE OF C* OF 'Ir
<br />THHEADNI PENET"nov, 10
<br />CONCRETE PLATE "m SNUFFER NOT SHOWN "Ot, almr� 42aui-L, mam - I g IF
<br />STRUCTURE. 7-7 -mum -61-5 3- 112- A 2(80TTOM)
<br />+52.0 -56,0 1. WALL MOUNTING INaTALLAIIO
<br />r A- A- 2 (BOTTOM) TO w
<br />OR LESS
<br />-7ZO 2 1/2 2 1/2' 4 3 �/2' 2 (BOTTOM) 7'-5 ENSF .
<br />.55-0 No. 44167
<br />I
<br />LED WALL OR FLOOR %UNTED FMCIONG, SECTIONS I 01-11Y - - - -
<br />if. Li-�E t� Al REOUI TOP TRACK 70 BE CDWP0 ENT (D BOTTOM TRACK T -7-6- -ORLrss
<br />a C Nj AS EET 2 OF THIS DRAWI OL
<br />COME Y a
<br />SIALL. 3/r - I
<br />2 1/2- 2 1/2- 1 N/A N/A
<br />To
<br />2 04 THIS SFIEET, AS WELL AS DETAILS I & 2 ON
<br />FLORIDA BUILDING CODE (High Velocity Hu cone Zione) FLORIDA BUILDING =E (High Vialocity Hurricane ZOn8)
<br />55,0 -72-0 rZ
<br />15 TO FLORIDA BUILDING CODE (High Velocity Hurricane zone) 7
<br />4- Mitt. LENGTH FOR COMP ENT QD G 15� N/A NO,
<br />o`HKO `X7.900, 1P, = <
<br />ORAWN In, -- oftme; Sir! GRAIN 81�
<br />ANCHOR SF COMPONENT dD ANCHORAGE AT BOTTOM IS DIVER ON
<br />SNErF 14. 20 GAGE GAL L 20 GAGE GALVANIZED
<br />STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL z
<br />PERMANENT OR REMOVABLE- Oz I WSTALLATONS ARE
<br />VALM FOR BUILDINGS WiTH A-S 0 DMON UiAEI: LP TO (IF
<br />�77 -7 --
<br />PRODUCTS. LLC. DATE,
<br />COMPONENT MAY, RE 7/a/ma
<br />SCHEI'm
<br />STEEL STORM PANE GLOBAL PROTECTION PRODUCTSt, LLC. O"'ve"' +WS, -124 00 MO PANI LENGTH 0 TO GLOBAL
<br />7 AM &W,
<br />1 STREET
<br />5 %�T DETALS MR INST"TION INTO WOOD FRAME BUILDINGS ON SHVET IS. DATE- fir, 2, POO NEW WOW FRANC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERH [ILIECO ititic.
<br />,�oAaac S.W. 51 STREET
<br />At ENGUN'SINNO VIRPAN, Dow- IT- su,,t AM n. =I.
<br />6 SEE SHM 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION -w- twim-70"k
<br />'Aw. 11� =1-
<br />p"L -1 20-176
<br />P"Ow ;Ak MSI)M-8717
<br />PNGHE` TAX (954*w-am 211- -16 <
<br />AT TRACKS INSTALLED ADJACW AND BEYOND TO STUCCO/WOOD SANDE 7
<br />IIILIECO,..� GLOBAL PROTECTION PRODUCTS, I.I.C. I C It.
<br />GRAM".
<br />A- ps $FALISKIARRI/pAT
<br />P.t, Pi- x4/g;;;rjrx/OA"r OF 11A
<br />D, WALTER k puff
<br />Flop" al .1 -P.E
<br />am kk i L
<br />J.,
<br />J
<br />2
<br />It 7T .42
<br />OF,
<br />M ANE� MEMO
<br />SCALE SCALE 1jr-1,
<br />TO NIA NfA
<br />' 1D. . 5/6' LONG BRASS 1111KHM III
<br />.,-2OW SS. AS, 0 6 1/4- OZ. FOR
<br />EL LENOTWI UP TO 5'-D* AND 6 1/4* 04
<br />UEHORG UP TO ts'-a* 111 OR 1'11-19
<br />U144TE FDA" 10 OR PANEUMTE IS,
<br />T&C. WITH I I/T k4l, THIRIAM
<br />tO ,EAGER ALL LJOICY"s LIP
<br />3,-Ir -
<br />t
<br />I/- LO, sIr LOW 111I ",we
<br />W/ t/A'.-20.2' SA Aks. 0 6 /-' OC
<br />FOR PANEL UIXTINS UP TO 5'-&" AND 0
<br />-;LAR, 114 O.C. FOR LENGTHS UP TO V-0-
<br />OR "o-4 - - - OR
<br />"Do." PANEL"TE mus a 12 WTHI I
<br />�2WM THRUM PENETRATION AT
<br />jI II OF EXISt WOW PLATE FOR
<br />ALL LENGTHS To W-81 v-
<br />DIRECT M UNTING INUAUAIION ALI I
<br />INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ASLo DESIGN LOADS
<br />1.55.9,
<br />, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP & BOTTOM
<br />CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLA17
<br />N
<br />MOUNTINGS
<br />0
<br />(VALID ONLY FOR PWDLSU-)& 4A)INSTALLAIIGNS AS PER SECT04S I THRU 10, ON SHEETS 4, 5 &
<br />)
<br />FOR REGULAR
<br />ALTERNATIVE
<br />6
<br />SCALE
<br />FOR
<br />do
<br />i ER ', ', __ a ,mWGme rV w.A+€. W111m;
<br />11
<br />UP TO
<br />-72,0 PSF AND PANEL'S LENGTH UP TO 8*-S'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOV1141DON
<br />PINE No. 2
<br />I
<br />$
<br />A. "" WXIMUM ANCH01IM SPACING FOR E.D. - 3 1/2- - APPUrw TO
<br />S,D DESIGN TAPCON Ct TAP-GRP CAUK-IN PANEILMATE FEMALE III PANELVATE PLUS SOLID SET SECTIONS I & MAxvtm
<br />PR`SSV`"` To ANY COMB64ATI L04N v (A.)
<br />p
<br />ATI14 To CONCRETE TO TO 70 TO
<br />CONCI TO CONCRETE 004CRM TO CONCRETE: CONCRETE To CONCRETE CONCRETE TO CONCRETE .&
<br />I- To CON� Cowwrt: OF TItEM
<br />BUXK
<br />91= BLOCK
<br />. ........ ......
<br />/A N/A N/A S' N/A 6- N/A
<br />CI
<br />4- N/A N/A 6* 6' 1. 1 (BOTTOM)
<br />N/A AIIA N/A V NIA N/A 0. N/A N/A N/A 2 (700)
<br />N/A 5.. N/A 1. N/A N/A HIP (BOTTOM)
<br />-720 WA N/A N/A >
<br />OR LESS
<br />N/A N/A S. F.
<br />6' 1. 6" NIA WA .5 (BOTTOM)
<br />N/A N/A MIA 6 c N/A 1, N/A K/A N/A 7 (Top)
<br />N/A N/A 4 & 7 (BOTTOM)
<br />4- N/A NIA
<br />1
<br />N/A N/A 12 1/2* 6 1/4' 1 t2 1/2- 6 1/4- 6 1/4- 6 1/4- 1 6 1/4' 6 1/4- 1 N/A N/A 5 rTOP/BOITOM)
<br />6 1/4' 12 -/1' 6 1/4- 5 1/4" 6 1/4' 8 1/4' 6 1 /4- N/A N/A 6 (TOP/BOTTOM) TO IV-Z-
<br />+55,0. -72.0 N/A NIA 1, 1/4' NIA 6 1/4- N/A 5 1/4- 6 1/4- 6 1/4* F 1/4- N/A N/A
<br />N/A 6 (TOP/1101"I'DIAL) TO 11-2-
<br />N/A !LA _�/A N/A N/1k N/A N/A 6 1/4- 1 6 1/4- 6 1/-- 6 1/.* 8.
<br />10 (TOP)
<br />+43.11, -48 0 AI/A -
<br />/A�N7A a 1 6 1 j4' 6 1/4* 8 (BOTTOM)
<br />OR LESS 6- e - NIA NIA N/A M) I 2'-A* OR LM
<br />4- N/A NIA N/A 14W /A E- �IV
<br />L LNIA ItL4/A - N/A N/A N/A N/A ./A AI
<br />PANEL
<br />BLOCK
<br />$
<br />B.
<br />N
<br />SEE
<br />11 AND 12 MR ANCHORS TYPE A SPACING FOR INSTAULATIO" INTO WOOD FRAME BUILDING.
<br />LESS
<br />THAN INDICATED ON SCHEDULE REDUCE A904OR SPACING OF WULTIPOING
<br />SHOWN ON SOAULE BY
<br />THE FOLLOWING FACTORS. FOR -,,JF OPIERAGON. TO BE POSSIBLE
<br />ANCHORS LEGEND
<br />ANCHICIR TYPE 114*.
<br />FUKALE 0 PUM QHx-
<br />bk
<br />MOM SPACING 011) a
<br />3 1 3 311.
<br />a 3 3/2
<br />Acim EA 00"m r A
<br />C 1 0 0
<br />'co,
<br />SHEETS 10,
<br />MINIMUM ANCHOR SPACP= AND V"How M, DISTANCE An wDrAnD Oh THIS Scmmum- FOR E.D.
<br />SPICING
<br />, REDUCED SPAMG OBTAINED vilit 1ACTO-
<br />HOT SE LESS THAN whimam spocm O&CATEO FOR EACH ANCHOR TYPE AT
<br />c
<br />'
<br />INSIALLAIILDN 12ET
<br />FOR REGULAR PAHEL-Sa
<br />INTO
<br />LNQQD STRUCTURES
<br />u,
<br />it 41�10
<br />Plus -11� 0 PAKELMAIr Pt S
<br />114-10 PANCLUATE
<br />W/ 7/8 0 0 t"/-,
<br />W/ 1 7/8'
<br />PENETRATION 70 TIAZ 111�4 1.7111' Wow -ER PENETPAIIOH ED LOSTING WOOD HEADER EXISTING
<br />HEADER Etarm ODD HEADER
<br />AT.*
<br />IV AIM. Ln=
<br />VIEW, !i'va 0 O"DOGGIo.
<br />liv,-
<br />at, 6 /r O.0
<br />'0
<br />Wow iLAM WOOD HEADER
<br />REQUIRED REOUIREO-- X
<br />SEE ON, SHEET a KEE SCHUXLE 014
<br />SHEETO
<br />ft- F-A MA SERAIATIon
<br />TO CIASS TO IGN&& TO GUSS�
<br />M. PANEL LENGTH M- PAWL LENGTH M. PANEL LEING111
<br />RE NOTE 1) (SEX NOTE 1) (SEE NOTE 1)
<br />tQ
<br />IV,
<br />a
<br />WAX Mo
<br />awl' i WING M WASHER
<br />(LC
<br />O`w 6 12 1/2
<br />ED
<br />I LAI; SCRE-ws
<br />MIH TH=
<br />2".4* 2'
<br />21." WOOD
<br />114-10 PANEILMATE PLUS REQUIRED RED REQUIRED PENETTAII)ON AT
<br />-a 6 /., DO W/ 1 7/8,
<br />THREADED PENEMATION a
<br />MIDW-a- OF PLATE
<br />le4
<br />.
<br />AGO WIDTH OF PLATE
<br />C LAG SCREWS III
<br />STAGGERED W/
<br />1/7" MH
<br />MRA IPENETRAXION
<br />DIRECT ZOLINTINO INSTALLATION j AT OF I",
<br />ALT�� &W DIRECT L JNSTALWION DIRECT MOUNT 6. JAU b IKU&=QN
<br />AL M
<br />SIAIJE A/8- I' SCALE 3/a-;-
<br />1. INSTALLATIONS FOR AMRNATKS SW, 9W & TOW ONLY
<br />FOR
<br />BUILDINGS WITH
<br />AND
<br />PANEL'S LENGTH UP TO .........
<br />Fop NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN
<br />E
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0,S5 OR EQUAL FLORIDA BUI
<br />nq Zone)
<br />z 416 Kom TILTEDO, INC. TIP.
<br />z E 20 GAGE GALVANIZED STEEL STORM PANEL
<br />-----------------
<br />TOP & BOTTOM
<br />CAN BE 07/a/wo
<br />COMBINED IN ANY WAY TO SUIT ANY S GLOBAL PROTECTION PRODUCTS, LLC. OPE
<br />INSTALLATION,
<br />, .
<br />TM7 farrm c4mmEmNia compARY WIVE, n- -
<br />---G. - nk)� wou-NN" 20-176
<br />ZSi4
<br />Iz
<br />`*CTER A TILLIT - PE Ent A FLORIDA U� 1 .11
<br />AILS
<br />EXISTING
<br />PAN- PLUS
<br />R.C.
<br />JJ TR W
<br />fi
<br />ji
<br />Tr c
<br />I (SEE i AA
<br />v4' WOODFATE
<br />REWIRED
<br />O.C.
<br />6'
<br />VALID
<br />A.S.D. DES" LOADSt UP TO +418, -48,0 P.$JPLATE ' .
<br />Y.
<br />LOIN ilCODE h Velocity Humica
<br />MOUNTINGS
<br />FG RVD�: TINE CO.... \ . E., 5
<br />0
<br />>
<br />0
<br />L
<br />.E. SFAr,/�eIAFLIAE/Mn
<br />ANCHORS: SEE SCHEDULE 04 104m 41 F-
<br />(SEE SO4MU {SEE SCHEOUd ON For, WOOD SOGEw- SIDE SECTION ON Hm 15 ALTERNATE ALTERNATE &,_ (�f•
<br />, 24/4,
<br />POURED
<br />SEE
<br />tEret
<br />(SEE
<br />�.S_I..i._!-_.i..�
<br />croon
<br />SCALE
<br />ALTERNATIVE
<br />MAX IMUM. PANEL
<br />1
<br />0
<br />AREA
<br />4/4 If
<br />REadwEc
<br />.
<br />PANEL
<br />EDP
<br />SAFETY
<br />SPACE
<br />N/A NIA V NIA N/A I & 2 (
<br />(BOTTOM)
<br />oerAAtED
<br />$' N/A I d, ow) REWIRED
<br />WALL MQUHIIKQ IWAUAMN WALL AN JNSIALLAMN SCALE 3/.'12'. 1* +550 -72.0 91 5PLus CCNCREIE CB • '
<br />: 3f
<br />ALTERNATIVE
<br />LIFE
<br />PANS.
<br />MAY NOT BE INSTALLED AOMCENT TO AECVWA. Tv9HEAidA J
<br />SAFETY PANEL CONSISTS OF 0,039' GALVANIZED STEEL STORM PANEL AS SECTION B-19 DOWN SECTIONS III I& MAXIMUM
<br />PRESSURE TAPCON -IN TAPCON hy CDwBrNATiO1 LENGTHY
<br />ITSELF TO BE REMOVED TIN INSTALLED FROM THE
<br />THEM
<br />ALTERNATIVE
<br />SHEET la,
<br />Ma wane PER • '
<br />FOR a 1+55,0 -72LO I N/A
<br />Mae.
<br />STEEL
<br />ONLY
<br />PROTECTION
<br />GALVANIZED
<br />$
<br />FAX 20-176 20-176 N. Z W/ SPECIFIC DENSITY OF 0.51$ OR EQUAL- TLUT TUFTING At rNOTINEOUND aoMPANr
<br />SPACERS
<br />,800 daaaw•r arc
<br />SHEET NO.
<br />SH 1.1
<br />-
<br />C 7.8
<br />0
<br />0
<br />c C: 0 LL.
<br />ICU 4-- Cu
<br />0 0 >
<br />(3) L-
<br />(1) 0 CL
<br />CC C)-
<br />ICU co <
<br />Pdi
<br />CONCRETE ANCHORS CONCRIDE MCHM FOR CONCIVIT
<br />_
<br />1'*),\ SHEET -0. AT LOCATION INSTALLAIION DEJAIU EQR QEIIQN A I EQR UFE SAFM STQRM PANEL SYSUM
<br />/4, 2/4
<br />3/4 OR 4w, 2 1 5 (D END PANEL
<br />-47 END PANEL
<br />POURED ONCAM -11-0 in. --- 1 1/" w -mWG 0 r a.,, W/
<br />$Tw. a Elaw INTO EXISTING WOOD STRUCTURES
<br />m WQQP OVERLAP r
<br />0. C�)
<br />\,O Cn
<br />REGUNI.
<br />CONCRETE
<br />REOut SOD,
<br />T1111
<br />mH, fCxsE
<br />STUM 0 EYERTY r
<br />0 ERLAP
<br />(12 t12' D.C)
<br />T
<br />0
<br />[-
<br />S=M�-' Off- SEE -3 TO HOLD PANEA.
<br />Kit SEPARATION No P 101T *R PANEL)
<br />PAHEO Nil
<br />to GLASS
<br />GLASS I i I I i i EDI
<br />I I i OR
<br />Ft-1 -, i I w ,
<br />570 6 12 I/IrD C F
<br />"-WTEIHOR PANEL \-END PANEL
<br />1/4- INTERIOR PANEL END PANEL
<br />5/r SCHEDULE III SEE
<br />FOR Mo. -` I,
<br />00"R 7 ."1 L-1- -� i
<br />1/8* wili. 3* W,,, (CAM q� AMI ANCHOR Oil f-t To 2/1
<br />t SPACING
<br />In OR DIRECT MHOUNIF SPACING SPACING So& I
<br />1,-3, wit --1 1-4, min,
<br />LOCATION MO U.&OIR I
<br />I ...
<br />A DIM INIING IMAI N (APPLICABLE TO =11EPULE I DETAIL 2 FLQ MOUNTING INSTAL TION (AEPUG A TO s
<br />_+
<br />(ALTERNATE UVAT
<br />3/16- - I- SCAM- 311C - I'
<br />A up PAWS)
<br />STLAX 0 12
<br />OVA', MAXIM S.D. DESIGN P (padj ANQ Q RESPONDING 9
<br />POU� Ej (SEE 5 I/`t4 u RESSURE RATING
<br />I ALIERNATIVE 2 CL
<br />2/1.) MAXIMUM A.S.D. DES19H PREMBE RUING (R.A.f.) AND
<br />W spc
<br />(NIS) MA m I 2* oc
<br />W. / ) I - 4
<br />OR
<br />BLOCN WALL I if fill,] IIIH QQBRE5P0NQINQ MAXIMUM ANCHOR 2A&INQ SCHEQULE AT
<br />LENGTH
<br />3/4
<br />L*/,I. V4 2A,/4, OR 4/4 1*
<br />. 243W/15 L*I, z & iw/ls
<br />IN5TALLAIIQNS INTO CONCRETE A CONCREIE BLOCK STRUCTURES
<br />I I
<br />I ALTERNATE LOCA77
<br />N ON low 1.
<br />ON LIFE SAFETY PANEL SEE SC'CDLU GLAD"`
<br />EPARAT'"
<br />W/NO LIFE SAFETY PANELS LOCATION F SEE NOTE IBELOW)
<br />PMET's W/ OR mamm &5A UPODN OF VP-GRP 0"- FOI 0 PANIDAUTE APFUHAA1 TO
<br />V`4, -no TO MASS
<br />4 1,. REGULAR SAFETY
<br />--I
<br />W/o ReGU Ism NOTE I 'ECTIONO
<br />LAR TRACKS DESIGN TO TO MAXIMUM PANEL ED
<br />CONCIIIETE AFIC"Oft LAST PANEL TO BE INSTALLED AS PRESSWItE TO To TO CO~m. LENGTH (,LI
<br />SOO PANEL OPENING SHALL CONCRETE CONCRETE CONCRETE CONGMr CONCRETE
<br />In
<br />CONCRETE - .,,.I TO OF THEM
<br />&VIND i.-I BLOCK SLOCK it= 8,13c, sa SHEET 15 FOR MHMORS M & VACING FOR INM WOOD FRAME INALDRINI. OR
<br />&WAYS BE MOMUM AMPHOR SPACINGS AND "NUM WGIE USTANCE 'HOWED ON rH* sclloovu. FOR
<br />BY IRILTIPLYINKI SPACING
<br />UrAIMW ARE Ell,
<br />SHEET 4) I-ORM %ItIREJAR 10har 6. 1 1 ecl
<br />REQUIRED TO FAC m N/A N/A
<br />rop) V_D LESS THAN
<br />0, to BE OVED FROM INSIDE +554. -?2-0
<br />MaIIED ON SGIKEDUL4 REDUCE ANCHOR
<br />mow)
<br />(SEE
<br />SCHEDUA 011-5 P OPTIQN #I EQR LIFE SAFETY-S
<br />HICHETE INSTALLED OR RIEV Um SH01IN ON SCHEDULE ffY THE fOLLOWING FACTORS- FOR THIS OPORATON TO IN POSSIBLE
<br />FANELD & QlA OF STRUCTURE It- a- 9- v REDUOID) SPACING
<br />USING TACFDR SHALL NOT He LESS D'AM Himmu'd SPACM
<br />INOCATEO ANCHOR TYPE 0 ANItHOAS IMEND,
<br />SHEET '.) FOR Wow PLA
<br />0. ON, ELEVABON N/A N/A N/A 6 N/A I,* NIA
<br />Q. a. 9. 7 Ilrl (SOT -Tom) 'to ?'-V i
<br />ANCHOR Tm 1/4' WOOD KATE
<br />FMCON PAWRACt
<br />N/A N�A N/A N/A N/A I & 2 (TOP) ROMI PU,S AVOURED
<br />ScAu; vs- I- - SECTION 2 :SCAU
<br />8* I' GAP .55.0 -72,0 To s-r tft ANCH" ;zw w
<br />0A MA) -a Co.,
<br />-4
<br />ALIERNATIVE 3
<br />1L
<br />SAq-TY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) EA PIE poum pwm ir.4- MATT 7
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PAIvELS),
<br />MTE
<br />P"se a%,w/ t/2'
<br />LIFE SAFr_ WffATION TONI
<br />FY WAY OR
<br />Xq PANELS I �T M
<br />REGULAR TRACKS.) I APP �,A
<br />uAmmUm Sb �A, Dow 0 I/r nm w OF man CASE Nu a Y M. Five, 7w OF
<br />000 FRAME CONDIIIQ N!QHQR LLOCMION
<br />2. LIFE
<br />PANEL 'o, Go PAMOAATC FEMALE 10 ON ALTERNATIVE W NS & A
<br />( PER PANELS SHEET 2 OF DRAWING, SCALE 3/32-- 1 -
<br />(fQ PWRELAWTE PLUS 111, 0 SCALE 3,X
<br />W/ OR W/O SEE Han I)
<br />IRS
<br />;NSIDE OF C* OF 'Ir
<br />THHEADNI PENET"nov, 10
<br />CONCRETE PLATE "m SNUFFER NOT SHOWN "Ot, almr� 42aui-L, mam - I g IF
<br />STRUCTURE. 7-7 -mum -61-5 3- 112- A 2(80TTOM)
<br />+52.0 -56,0 1. WALL MOUNTING INaTALLAIIO
<br />r A- A- 2 (BOTTOM) TO w
<br />OR LESS
<br />-7ZO 2 1/2 2 1/2' 4 3 �/2' 2 (BOTTOM) 7'-5 ENSF .
<br />.55-0 No. 44167
<br />I
<br />LED WALL OR FLOOR %UNTED FMCIONG, SECTIONS I 01-11Y - - - -
<br />if. Li-�E t� Al REOUI TOP TRACK 70 BE CDWP0 ENT (D BOTTOM TRACK T -7-6- -ORLrss
<br />a C Nj AS EET 2 OF THIS DRAWI OL
<br />COME Y a
<br />SIALL. 3/r - I
<br />2 1/2- 2 1/2- 1 N/A N/A
<br />To
<br />2 04 THIS SFIEET, AS WELL AS DETAILS I & 2 ON
<br />FLORIDA BUILDING CODE (High Velocity Hu cone Zione) FLORIDA BUILDING =E (High Vialocity Hurricane ZOn8)
<br />55,0 -72-0 rZ
<br />15 TO FLORIDA BUILDING CODE (High Velocity Hurricane zone) 7
<br />4- Mitt. LENGTH FOR COMP ENT QD G 15� N/A NO,
<br />o`HKO `X7.900, 1P, = <
<br />ORAWN In, -- oftme; Sir! GRAIN 81�
<br />ANCHOR SF COMPONENT dD ANCHORAGE AT BOTTOM IS DIVER ON
<br />SNErF 14. 20 GAGE GAL L 20 GAGE GALVANIZED
<br />STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL z
<br />PERMANENT OR REMOVABLE- Oz I WSTALLATONS ARE
<br />VALM FOR BUILDINGS WiTH A-S 0 DMON UiAEI: LP TO (IF
<br />�77 -7 --
<br />PRODUCTS. LLC. DATE,
<br />COMPONENT MAY, RE 7/a/ma
<br />SCHEI'm
<br />STEEL STORM PANE GLOBAL PROTECTION PRODUCTSt, LLC. O"'ve"' +WS, -124 00 MO PANI LENGTH 0 TO GLOBAL
<br />7 AM &W,
<br />1 STREET
<br />5 %�T DETALS MR INST"TION INTO WOOD FRAME BUILDINGS ON SHVET IS. DATE- fir, 2, POO NEW WOW FRANC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERH [ILIECO ititic.
<br />,�oAaac S.W. 51 STREET
<br />At ENGUN'SINNO VIRPAN, Dow- IT- su,,t AM n. =I.
<br />6 SEE SHM 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION -w- twim-70"k
<br />'Aw. 11� =1-
<br />p"L -1 20-176
<br />P"Ow ;Ak MSI)M-8717
<br />PNGHE` TAX (954*w-am 211- -16 <
<br />AT TRACKS INSTALLED ADJACW AND BEYOND TO STUCCO/WOOD SANDE 7
<br />IIILIECO,..� GLOBAL PROTECTION PRODUCTS, I.I.C. I C It.
<br />GRAM".
<br />A- ps $FALISKIARRI/pAT
<br />P.t, Pi- x4/g;;;rjrx/OA"r OF 11A
<br />D, WALTER k puff
<br />Flop" al .1 -P.E
<br />am kk i L
<br />J.,
<br />J
<br />2
<br />It 7T .42
<br />OF,
<br />M ANE� MEMO
<br />SCALE SCALE 1jr-1,
<br />' 1D. . 5/6' LONG BRASS 1111KHM III
<br />.,-2OW SS. AS, 0 6 1/4- OZ. FOR
<br />EL LENOTWI UP TO 5'-D* AND 6 1/4* 04
<br />UEHORG UP TO ts'-a* 111 OR 1'11-19
<br />U144TE FDA" 10 OR PANEUMTE IS,
<br />T&C. WITH I I/T k4l, THIRIAM
<br />tO ,EAGER ALL LJOICY"s LIP
<br />3,-Ir -
<br />t
<br />I/- LO, sIr LOW 111I ",we
<br />W/ t/A'.-20.2' SA Aks. 0 6 /-' OC
<br />FOR PANEL UIXTINS UP TO 5'-&" AND 0
<br />-;LAR, 114 O.C. FOR LENGTHS UP TO V-0-
<br />OR "o-4 - - - OR
<br />"Do." PANEL"TE mus a 12 WTHI I
<br />�2WM THRUM PENETRATION AT
<br />jI II OF EXISt WOW PLATE FOR
<br />ALL LENGTHS To W-81 v-
<br />DIRECT M UNTING INUAUAIION ALI I
<br />INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ASLo DESIGN LOADS
<br />1.55.9,
<br />, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP & BOTTOM
<br />CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLA17
<br />N
<br />MOUNTINGS
<br />0
<br />(VALID ONLY FOR PWDLSU-)& 4A)INSTALLAIIGNS AS PER SECT04S I THRU 10, ON SHEETS 4, 5 &
<br />)
<br />FOR REGULAR
<br />ALTERNATIVE
<br />6
<br />SCALE
<br />FOR
<br />do
<br />i ER ', ', __ a ,mWGme rV w.A+€. W111m;
<br />11
<br />UP TO
<br />-72,0 PSF AND PANEL'S LENGTH UP TO 8*-S'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOV1141DON
<br />PINE No. 2
<br />I
<br />$
<br />A. "" WXIMUM ANCH01IM SPACING FOR E.D. - 3 1/2- - APPUrw TO
<br />S,D DESIGN TAPCON Ct TAP-GRP CAUK-IN PANEILMATE FEMALE III PANELVATE PLUS SOLID SET SECTIONS I & MAxvtm
<br />PR`SSV`"` To ANY COMB64ATI L04N v (A.)
<br />p
<br />ATI14 To CONCRETE TO TO 70 TO
<br />CONCI TO CONCRETE 004CRM TO CONCRETE: CONCRETE To CONCRETE CONCRETE TO CONCRETE .&
<br />I- To CON� Cowwrt: OF TItEM
<br />BUXK
<br />91= BLOCK
<br />. ........ ......
<br />/A N/A N/A S' N/A 6- N/A
<br />CI
<br />4- N/A N/A 6* 6' 1. 1 (BOTTOM)
<br />N/A AIIA N/A V NIA N/A 0. N/A N/A N/A 2 (700)
<br />N/A 5.. N/A 1. N/A N/A HIP (BOTTOM)
<br />-720 WA N/A N/A >
<br />OR LESS
<br />N/A N/A S. F.
<br />6' 1. 6" NIA WA .5 (BOTTOM)
<br />N/A N/A MIA 6 c N/A 1, N/A K/A N/A 7 (Top)
<br />N/A N/A 4 & 7 (BOTTOM)
<br />4- N/A NIA
<br />1
<br />N/A N/A 12 1/2* 6 1/4' 1 t2 1/2- 6 1/4- 6 1/4- 6 1/4- 1 6 1/4' 6 1/4- 1 N/A N/A 5 rTOP/BOITOM)
<br />6 1/4' 12 -/1' 6 1/4- 5 1/4" 6 1/4' 8 1/4' 6 1 /4- N/A N/A 6 (TOP/BOTTOM) TO IV-Z-
<br />+55,0. -72.0 N/A NIA 1, 1/4' NIA 6 1/4- N/A 5 1/4- 6 1/4- 6 1/4* F 1/4- N/A N/A
<br />N/A 6 (TOP/1101"I'DIAL) TO 11-2-
<br />N/A !LA _�/A N/A N/1k N/A N/A 6 1/4- 1 6 1/4- 6 1/-- 6 1/.* 8.
<br />10 (TOP)
<br />+43.11, -48 0 AI/A -
<br />/A�N7A a 1 6 1 j4' 6 1/4* 8 (BOTTOM)
<br />OR LESS 6- e - NIA NIA N/A M) I 2'-A* OR LM
<br />4- N/A NIA N/A 14W /A E- �IV
<br />L LNIA ItL4/A - N/A N/A N/A N/A ./A AI
<br />PANEL
<br />BLOCK
<br />$
<br />B.
<br />N
<br />SEE
<br />11 AND 12 MR ANCHORS TYPE A SPACING FOR INSTAULATIO" INTO WOOD FRAME BUILDING.
<br />LESS
<br />THAN INDICATED ON SCHEDULE REDUCE A904OR SPACING OF WULTIPOING
<br />SHOWN ON SOAULE BY
<br />THE FOLLOWING FACTORS. FOR -,,JF OPIERAGON. TO BE POSSIBLE
<br />ANCHORS LEGEND
<br />ANCHICIR TYPE 114*.
<br />FUKALE 0 PUM QHx-
<br />bk
<br />MOM SPACING 011) a
<br />3 1 3 311.
<br />a 3 3/2
<br />Acim EA 00"m r A
<br />C 1 0 0
<br />'co,
<br />SHEETS 10,
<br />MINIMUM ANCHOR SPACP= AND V"How M, DISTANCE An wDrAnD Oh THIS Scmmum- FOR E.D.
<br />SPICING
<br />, REDUCED SPAMG OBTAINED vilit 1ACTO-
<br />HOT SE LESS THAN whimam spocm O&CATEO FOR EACH ANCHOR TYPE AT
<br />c
<br />'
<br />INSIALLAIILDN 12ET
<br />FOR REGULAR PAHEL-Sa
<br />INTO
<br />LNQQD STRUCTURES
<br />u,
<br />it 41�10
<br />Plus -11� 0 PAKELMAIr Pt S
<br />114-10 PANCLUATE
<br />W/ 7/8 0 0 t"/-,
<br />W/ 1 7/8'
<br />PENETRATION 70 TIAZ 111�4 1.7111' Wow -ER PENETPAIIOH ED LOSTING WOOD HEADER EXISTING
<br />HEADER Etarm ODD HEADER
<br />AT.*
<br />IV AIM. Ln=
<br />VIEW, !i'va 0 O"DOGGIo.
<br />liv,-
<br />at, 6 /r O.0
<br />'0
<br />Wow iLAM WOOD HEADER
<br />REQUIRED REOUIREO-- X
<br />SEE ON, SHEET a KEE SCHUXLE 014
<br />SHEETO
<br />ft- F-A MA SERAIATIon
<br />TO CIASS TO IGN&& TO GUSS�
<br />M. PANEL LENGTH M- PAWL LENGTH M. PANEL LEING111
<br />RE NOTE 1) (SEX NOTE 1) (SEE NOTE 1)
<br />tQ
<br />IV,
<br />a
<br />WAX Mo
<br />awl' i WING M WASHER
<br />(LC
<br />O`w 6 12 1/2
<br />ED
<br />I LAI; SCRE-ws
<br />MIH TH=
<br />2".4* 2'
<br />21." WOOD
<br />114-10 PANEILMATE PLUS REQUIRED RED REQUIRED PENETTAII)ON AT
<br />-a 6 /., DO W/ 1 7/8,
<br />THREADED PENEMATION a
<br />MIDW-a- OF PLATE
<br />le4
<br />.
<br />AGO WIDTH OF PLATE
<br />C LAG SCREWS III
<br />STAGGERED W/
<br />1/7" MH
<br />MRA IPENETRAXION
<br />DIRECT ZOLINTINO INSTALLATION j AT OF I",
<br />ALT�� &W DIRECT L JNSTALWION DIRECT MOUNT 6. JAU b IKU&=QN
<br />AL M
<br />SIAIJE A/8- I' SCALE 3/a-;-
<br />1. INSTALLATIONS FOR AMRNATKS SW, 9W & TOW ONLY
<br />FOR
<br />BUILDINGS WITH
<br />AND
<br />PANEL'S LENGTH UP TO .........
<br />Fop NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN
<br />E
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0,S5 OR EQUAL FLORIDA BUI
<br />nq Zone)
<br />z 416 Kom TILTEDO, INC. TIP.
<br />z E 20 GAGE GALVANIZED STEEL STORM PANEL
<br />-----------------
<br />TOP & BOTTOM
<br />CAN BE 07/a/wo
<br />COMBINED IN ANY WAY TO SUIT ANY S GLOBAL PROTECTION PRODUCTS, LLC. OPE
<br />INSTALLATION,
<br />, .
<br />TM7 farrm c4mmEmNia compARY WIVE, n- -
<br />---G. - nk)� wou-NN" 20-176
<br />ZSi4
<br />Iz
<br />`*CTER A TILLIT - PE Ent A FLORIDA U� 1 .11
<br />AILS
<br />EXISTING
<br />PAN- PLUS
<br />R.C.
<br />JJ TR W
<br />fi
<br />ji
<br />Tr c
<br />I (SEE i AA
<br />v4' WOODFATE
<br />REWIRED
<br />O.C.
<br />6'
<br />VALID
<br />A.S.D. DES" LOADSt UP TO +418, -48,0 P.$JPLATE ' .
<br />Y.
<br />LOIN ilCODE h Velocity Humica
<br />MOUNTINGS
<br />FG RVD�: TINE CO.... \ . E., 5
<br />0
<br />>
<br />0
<br />L
<br />.E. SFAr,/�eIAFLIAE/Mn
<br />ANCHORS: SEE SCHEDULE 04 104m 41 F-
<br />(SEE SO4MU {SEE SCHEOUd ON For, WOOD SOGEw- SIDE SECTION ON Hm 15 ALTERNATE ALTERNATE &,_ (�f•
<br />, 24/4,
<br />POURED
<br />SEE
<br />tEret
<br />(SEE
<br />�.S_I..i._!-_.i..�
<br />croon
<br />SCALE
<br />ALTERNATIVE
<br />MAX IMUM. PANEL
<br />1
<br />0
<br />AREA
<br />4/4 If
<br />REadwEc
<br />.
<br />PANEL
<br />EDP
<br />SAFETY
<br />SPACE
<br />N/A NIA V NIA N/A I & 2 (
<br />(BOTTOM)
<br />oerAAtED
<br />$' N/A I d, ow) REWIRED
<br />WALL MQUHIIKQ IWAUAMN WALL AN JNSIALLAMN SCALE 3/.'12'. 1* +550 -72.0 91 5PLus CCNCREIE CB • '
<br />: 3f
<br />ALTERNATIVE
<br />LIFE
<br />PANS.
<br />MAY NOT BE INSTALLED AOMCENT TO AECVWA. Tv9HEAidA J
<br />SAFETY PANEL CONSISTS OF 0,039' GALVANIZED STEEL STORM PANEL AS SECTION B-19 DOWN SECTIONS III I& MAXIMUM
<br />PRESSURE TAPCON -IN TAPCON hy CDwBrNATiO1 LENGTHY
<br />ITSELF TO BE REMOVED TIN INSTALLED FROM THE
<br />THEM
<br />ALTERNATIVE
<br />SHEET la,
<br />Ma wane PER • '
<br />FOR a 1+55,0 -72LO I N/A
<br />Mae.
<br />STEEL
<br />ONLY
<br />PROTECTION
<br />GALVANIZED
<br />$
<br />FAX 20-176 20-176 N. Z W/ SPECIFIC DENSITY OF 0.51$ OR EQUAL- TLUT TUFTING At rNOTINEOUND aoMPANr
<br />SPACERS
<br />,800 daaaw•r arc
<br />SHEET NO.
<br />SH 1.1
<br />-
<br />C 7.8
<br />0
<br />0
<br />c C: 0 LL.
<br />ICU 4-- Cu
<br />0 0 >
<br />(3) L-
<br />(1) 0 CL
<br />CC C)-
<br />ICU co <
<br />Pdi
<br />CONCRETE ANCHORS CONCRIDE MCHM FOR CONCIVIT
<br />_
<br />1'*),\ SHEET -0. AT LOCATION INSTALLAIION DEJAIU EQR QEIIQN A I EQR UFE SAFM STQRM PANEL SYSUM
<br />/4, 2/4
<br />3/4 OR 4w, 2 1 5 (D END PANEL
<br />-47 END PANEL
<br />POURED ONCAM -11-0 in. --- 1 1/" w -mWG 0 r a.,, W/
<br />$Tw. a Elaw INTO EXISTING WOOD STRUCTURES
<br />m WQQP OVERLAP r
<br />0. C�)
<br />\,O Cn
<br />REGUNI.
<br />CONCRETE
<br />REOut SOD,
<br />T1111
<br />mH, fCxsE
<br />STUM 0 EYERTY r
<br />0 ERLAP
<br />(12 t12' D.C)
<br />T
<br />0
<br />[-
<br />S=M�-' Off- SEE -3 TO HOLD PANEA.
<br />Kit SEPARATION No P 101T *R PANEL)
<br />PAHEO Nil
<br />to GLASS
<br />GLASS I i I I i i EDI
<br />I I i OR
<br />Ft-1 -, i I w ,
<br />570 6 12 I/IrD C F
<br />"-WTEIHOR PANEL \-END PANEL
<br />1/4- INTERIOR PANEL END PANEL
<br />5/r SCHEDULE III SEE
<br />FOR Mo. -` I,
<br />00"R 7 ."1 L-1- -� i
<br />1/8* wili. 3* W,,, (CAM q� AMI ANCHOR Oil f-t To 2/1
<br />t SPACING
<br />In OR DIRECT MHOUNIF SPACING SPACING So& I
<br />1,-3, wit --1 1-4, min,
<br />LOCATION MO U.&OIR I
<br />I ...
<br />A DIM INIING IMAI N (APPLICABLE TO =11EPULE I DETAIL 2 FLQ MOUNTING INSTAL TION (AEPUG A TO s
<br />_+
<br />(ALTERNATE UVAT
<br />3/16- - I- SCAM- 311C - I'
<br />A up PAWS)
<br />STLAX 0 12
<br />OVA', MAXIM S.D. DESIGN P (padj ANQ Q RESPONDING 9
<br />POU� Ej (SEE 5 I/`t4 u RESSURE RATING
<br />I ALIERNATIVE 2 CL
<br />2/1.) MAXIMUM A.S.D. DES19H PREMBE RUING (R.A.f.) AND
<br />W spc
<br />(NIS) MA m I 2* oc
<br />W. / ) I - 4
<br />OR
<br />BLOCN WALL I if fill,] IIIH QQBRE5P0NQINQ MAXIMUM ANCHOR 2A&INQ SCHEQULE AT
<br />LENGTH
<br />3/4
<br />L*/,I. V4 2A,/4, OR 4/4 1*
<br />. 243W/15 L*I, z & iw/ls
<br />IN5TALLAIIQNS INTO CONCRETE A CONCREIE BLOCK STRUCTURES
<br />I I
<br />I ALTERNATE LOCA77
<br />N ON low 1.
<br />ON LIFE SAFETY PANEL SEE SC'CDLU GLAD"`
<br />EPARAT'"
<br />W/NO LIFE SAFETY PANELS LOCATION F SEE NOTE IBELOW)
<br />PMET's W/ OR mamm &5A UPODN OF VP-GRP 0"- FOI 0 PANIDAUTE APFUHAA1 TO
<br />V`4, -no TO MASS
<br />4 1,. REGULAR SAFETY
<br />--I
<br />W/o ReGU Ism NOTE I 'ECTIONO
<br />LAR TRACKS DESIGN TO TO MAXIMUM PANEL ED
<br />CONCIIIETE AFIC"Oft LAST PANEL TO BE INSTALLED AS PRESSWItE TO To TO CO~m. LENGTH (,LI
<br />SOO PANEL OPENING SHALL CONCRETE CONCRETE CONCRETE CONGMr CONCRETE
<br />In
<br />CONCRETE - .,,.I TO OF THEM
<br />&VIND i.-I BLOCK SLOCK it= 8,13c, sa SHEET 15 FOR MHMORS M & VACING FOR INM WOOD FRAME INALDRINI. OR
<br />&WAYS BE MOMUM AMPHOR SPACINGS AND "NUM WGIE USTANCE 'HOWED ON rH* sclloovu. FOR
<br />BY IRILTIPLYINKI SPACING
<br />UrAIMW ARE Ell,
<br />SHEET 4) I-ORM %ItIREJAR 10har 6. 1 1 ecl
<br />REQUIRED TO FAC m N/A N/A
<br />rop) V_D LESS THAN
<br />0, to BE OVED FROM INSIDE +554. -?2-0
<br />MaIIED ON SGIKEDUL4 REDUCE ANCHOR
<br />mow)
<br />(SEE
<br />SCHEDUA 011-5 P OPTIQN #I EQR LIFE SAFETY-S
<br />HICHETE INSTALLED OR RIEV Um SH01IN ON SCHEDULE ffY THE fOLLOWING FACTORS- FOR THIS OPORATON TO IN POSSIBLE
<br />FANELD & QlA OF STRUCTURE It- a- 9- v REDUOID) SPACING
<br />USING TACFDR SHALL NOT He LESS D'AM Himmu'd SPACM
<br />INOCATEO ANCHOR TYPE 0 ANItHOAS IMEND,
<br />SHEET '.) FOR Wow PLA
<br />0. ON, ELEVABON N/A N/A N/A 6 N/A I,* NIA
<br />Q. a. 9. 7 Ilrl (SOT -Tom) 'to ?'-V i
<br />ANCHOR Tm 1/4' WOOD KATE
<br />FMCON PAWRACt
<br />N/A N�A N/A N/A N/A I & 2 (TOP) ROMI PU,S AVOURED
<br />ScAu; vs- I- - SECTION 2 :SCAU
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<br />0A MA) -a Co.,
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<br />THHEADNI PENET"nov, 10
<br />CONCRETE PLATE "m SNUFFER NOT SHOWN "Ot, almr� 42aui-L, mam - I g IF
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<br />OR LESS
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<br />.55-0 No. 44167
<br />I
<br />LED WALL OR FLOOR %UNTED FMCIONG, SECTIONS I 01-11Y - - - -
<br />if. Li-�E t� Al REOUI TOP TRACK 70 BE CDWP0 ENT (D BOTTOM TRACK T -7-6- -ORLrss
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<br />2 1/2- 2 1/2- 1 N/A N/A
<br />To
<br />2 04 THIS SFIEET, AS WELL AS DETAILS I & 2 ON
<br />FLORIDA BUILDING CODE (High Velocity Hu cone Zione) FLORIDA BUILDING =E (High Vialocity Hurricane ZOn8)
<br />55,0 -72-0 rZ
<br />15 TO FLORIDA BUILDING CODE (High Velocity Hurricane zone) 7
<br />4- Mitt. LENGTH FOR COMP ENT QD G 15� N/A NO,
<br />o`HKO `X7.900, 1P, = <
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<br />PERMANENT OR REMOVABLE- Oz I WSTALLATONS ARE
<br />VALM FOR BUILDINGS WiTH A-S 0 DMON UiAEI: LP TO (IF
<br />�77 -7 --
<br />PRODUCTS. LLC. DATE,
<br />COMPONENT MAY, RE 7/a/ma
<br />SCHEI'm
<br />STEEL STORM PANE GLOBAL PROTECTION PRODUCTSt, LLC. O"'ve"' +WS, -124 00 MO PANI LENGTH 0 TO GLOBAL
<br />7 AM &W,
<br />1 STREET
<br />5 %�T DETALS MR INST"TION INTO WOOD FRAME BUILDINGS ON SHVET IS. DATE- fir, 2, POO NEW WOW FRANC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERH [ILIECO ititic.
<br />,�oAaac S.W. 51 STREET
<br />At ENGUN'SINNO VIRPAN, Dow- IT- su,,t AM n. =I.
<br />6 SEE SHM 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION -w- twim-70"k
<br />'Aw. 11� =1-
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<br />SOO PANEL OPENING SHALL CONCRETE CONCRETE CONCRETE CONGMr CONCRETE
<br />In
<br />CONCRETE - .,,.I TO OF THEM
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<br />BY IRILTIPLYINKI SPACING
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<br />FMCON PAWRACt
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<br />ScAu; vs- I- - SECTION 2 :SCAU
<br />8* I' GAP .55.0 -72,0 To s-r tft ANCH" ;zw w
<br />0A MA) -a Co.,
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<br />1L
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<br />MTE
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<br />(fQ PWRELAWTE PLUS 111, 0 SCALE 3,X
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<br />THHEADNI PENET"nov, 10
<br />CONCRETE PLATE "m SNUFFER NOT SHOWN "Ot, almr� 42aui-L, mam - I g IF
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<br />+52.0 -56,0 1. WALL MOUNTING INaTALLAIIO
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<br />OR LESS
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<br />.55-0 No. 44167
<br />I
<br />LED WALL OR FLOOR %UNTED FMCIONG, SECTIONS I 01-11Y - - - -
<br />if. Li-�E t� Al REOUI TOP TRACK 70 BE CDWP0 ENT (D BOTTOM TRACK T -7-6- -ORLrss
<br />a C Nj AS EET 2 OF THIS DRAWI OL
<br />COME Y a
<br />SIALL. 3/r - I
<br />2 1/2- 2 1/2- 1 N/A N/A
<br />To
<br />2 04 THIS SFIEET, AS WELL AS DETAILS I & 2 ON
<br />FLORIDA BUILDING CODE (High Velocity Hu cone Zione) FLORIDA BUILDING =E (High Vialocity Hurricane ZOn8)
<br />55,0 -72-0 rZ
<br />15 TO FLORIDA BUILDING CODE (High Velocity Hurricane zone) 7
<br />4- Mitt. LENGTH FOR COMP ENT QD G 15� N/A NO,
<br />o`HKO `X7.900, 1P, = <
<br />ORAWN In, -- oftme; Sir! GRAIN 81�
<br />ANCHOR SF COMPONENT dD ANCHORAGE AT BOTTOM IS DIVER ON
<br />SNErF 14. 20 GAGE GAL L 20 GAGE GALVANIZED
<br />STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL z
<br />PERMANENT OR REMOVABLE- Oz I WSTALLATONS ARE
<br />VALM FOR BUILDINGS WiTH A-S 0 DMON UiAEI: LP TO (IF
<br />�77 -7 --
<br />PRODUCTS. LLC. DATE,
<br />COMPONENT MAY, RE 7/a/ma
<br />SCHEI'm
<br />STEEL STORM PANE GLOBAL PROTECTION PRODUCTSt, LLC. O"'ve"' +WS, -124 00 MO PANI LENGTH 0 TO GLOBAL
<br />7 AM &W,
<br />1 STREET
<br />5 %�T DETALS MR INST"TION INTO WOOD FRAME BUILDINGS ON SHVET IS. DATE- fir, 2, POO NEW WOW FRANC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERH [ILIECO ititic.
<br />,�oAaac S.W. 51 STREET
<br />At ENGUN'SINNO VIRPAN, Dow- IT- su,,t AM n. =I.
<br />6 SEE SHM 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION -w- twim-70"k
<br />'Aw. 11� =1-
<br />p"L -1 20-176
<br />P"Ow ;Ak MSI)M-8717
<br />PNGHE` TAX (954*w-am 211- -16 <
<br />AT TRACKS INSTALLED ADJACW AND BEYOND TO STUCCO/WOOD SANDE 7
<br />IIILIECO,..� GLOBAL PROTECTION PRODUCTS, I.I.C. I C It.
<br />GRAM".
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<br />: 3f
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<br />PANS.
<br />MAY NOT BE INSTALLED AOMCENT TO AECVWA. Tv9HEAidA J
<br />SAFETY PANEL CONSISTS OF 0,039' GALVANIZED STEEL STORM PANEL AS SECTION B-19 DOWN SECTIONS III I& MAXIMUM
<br />PRESSURE TAPCON -IN TAPCON hy CDwBrNATiO1 LENGTHY
<br />ITSELF TO BE REMOVED TIN INSTALLED FROM THE
<br />THEM
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<br />Ma wane PER • '
<br />FOR a 1+55,0 -72LO I N/A
<br />Mae.
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<br />-47 END PANEL
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<br />.55-0 No. 44167
<br />I
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<br />if. Li-�E t� Al REOUI TOP TRACK 70 BE CDWP0 ENT (D BOTTOM TRACK T -7-6- -ORLrss
<br />a C Nj AS EET 2 OF THIS DRAWI OL
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<br />2 1/2- 2 1/2- 1 N/A N/A
<br />To
<br />2 04 THIS SFIEET, AS WELL AS DETAILS I & 2 ON
<br />FLORIDA BUILDING CODE (High Velocity Hu cone Zione) FLORIDA BUILDING =E (High Vialocity Hurricane ZOn8)
<br />55,0 -72-0 rZ
<br />15 TO FLORIDA BUILDING CODE (High Velocity Hurricane zone) 7
<br />4- Mitt. LENGTH FOR COMP ENT QD G 15� N/A NO,
<br />o`HKO `X7.900, 1P, = <
<br />ORAWN In, -- oftme; Sir! GRAIN 81�
<br />ANCHOR SF COMPONENT dD ANCHORAGE AT BOTTOM IS DIVER ON
<br />SNErF 14. 20 GAGE GAL L 20 GAGE GALVANIZED
<br />STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL z
<br />PERMANENT OR REMOVABLE- Oz I WSTALLATONS ARE
<br />VALM FOR BUILDINGS WiTH A-S 0 DMON UiAEI: LP TO (IF
<br />�77 -7 --
<br />PRODUCTS. LLC. DATE,
<br />COMPONENT MAY, RE 7/a/ma
<br />SCHEI'm
<br />STEEL STORM PANE GLOBAL PROTECTION PRODUCTSt, LLC. O"'ve"' +WS, -124 00 MO PANI LENGTH 0 TO GLOBAL
<br />7 AM &W,
<br />1 STREET
<br />5 %�T DETALS MR INST"TION INTO WOOD FRAME BUILDINGS ON SHVET IS. DATE- fir, 2, POO NEW WOW FRANC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERH [ILIECO ititic.
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<br />'Aw. 11� =1-
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<br />-47 END PANEL
<br />POURED ONCAM -11-0 in. --- 1 1/" w -mWG 0 r a.,, W/
<br />$Tw. a Elaw INTO EXISTING WOOD STRUCTURES
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<br />"-WTEIHOR PANEL \-END PANEL
<br />1/4- INTERIOR PANEL END PANEL
<br />5/r SCHEDULE III SEE
<br />FOR Mo. -` I,
<br />00"R 7 ."1 L-1- -� i
<br />1/8* wili. 3* W,,, (CAM q� AMI ANCHOR Oil f-t To 2/1
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<br />LOCATION MO U.&OIR I
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<br />_+
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<br />IN5TALLAIIQNS INTO CONCRETE A CONCREIE BLOCK STRUCTURES
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<br />ON LIFE SAFETY PANEL SEE SC'CDLU GLAD"`
<br />EPARAT'"
<br />W/NO LIFE SAFETY PANELS LOCATION F SEE NOTE IBELOW)
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<br />--I
<br />W/o ReGU Ism NOTE I 'ECTIONO
<br />LAR TRACKS DESIGN TO TO MAXIMUM PANEL ED
<br />CONCIIIETE AFIC"Oft LAST PANEL TO BE INSTALLED AS PRESSWItE TO To TO CO~m. LENGTH (,LI
<br />SOO PANEL OPENING SHALL CONCRETE CONCRETE CONCRETE CONGMr CONCRETE
<br />In
<br />CONCRETE - .,,.I TO OF THEM
<br />&VIND i.-I BLOCK SLOCK it= 8,13c, sa SHEET 15 FOR MHMORS M & VACING FOR INM WOOD FRAME INALDRINI. OR
<br />&WAYS BE MOMUM AMPHOR SPACINGS AND "NUM WGIE USTANCE 'HOWED ON rH* sclloovu. FOR
<br />BY IRILTIPLYINKI SPACING
<br />UrAIMW ARE Ell,
<br />SHEET 4) I-ORM %ItIREJAR 10har 6. 1 1 ecl
<br />REQUIRED TO FAC m N/A N/A
<br />rop) V_D LESS THAN
<br />0, to BE OVED FROM INSIDE +554. -?2-0
<br />MaIIED ON SGIKEDUL4 REDUCE ANCHOR
<br />mow)
<br />(SEE
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<br />HICHETE INSTALLED OR RIEV Um SH01IN ON SCHEDULE ffY THE fOLLOWING FACTORS- FOR THIS OPORATON TO IN POSSIBLE
<br />FANELD & QlA OF STRUCTURE It- a- 9- v REDUOID) SPACING
<br />USING TACFDR SHALL NOT He LESS D'AM Himmu'd SPACM
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<br />SHEET '.) FOR Wow PLA
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<br />ANCHOR Tm 1/4' WOOD KATE
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<br />ScAu; vs- I- - SECTION 2 :SCAU
<br />8* I' GAP .55.0 -72,0 To s-r tft ANCH" ;zw w
<br />0A MA) -a Co.,
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<br />ALIERNATIVE 3
<br />1L
<br />SAq-TY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) EA PIE poum pwm ir.4- MATT 7
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PAIvELS),
<br />MTE
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<br />PANEL 'o, Go PAMOAATC FEMALE 10 ON ALTERNATIVE W NS & A
<br />( PER PANELS SHEET 2 OF DRAWING, SCALE 3/32-- 1 -
<br />(fQ PWRELAWTE PLUS 111, 0 SCALE 3,X
<br />W/ OR W/O SEE Han I)
<br />IRS
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<br />THHEADNI PENET"nov, 10
<br />CONCRETE PLATE "m SNUFFER NOT SHOWN "Ot, almr� 42aui-L, mam - I g IF
<br />STRUCTURE. 7-7 -mum -61-5 3- 112- A 2(80TTOM)
<br />+52.0 -56,0 1. WALL MOUNTING INaTALLAIIO
<br />r A- A- 2 (BOTTOM) TO w
<br />OR LESS
<br />-7ZO 2 1/2 2 1/2' 4 3 �/2' 2 (BOTTOM) 7'-5 ENSF .
<br />.55-0 No. 44167
<br />I
<br />LED WALL OR FLOOR %UNTED FMCIONG, SECTIONS I 01-11Y - - - -
<br />if. Li-�E t� Al REOUI TOP TRACK 70 BE CDWP0 ENT (D BOTTOM TRACK T -7-6- -ORLrss
<br />a C Nj AS EET 2 OF THIS DRAWI OL
<br />COME Y a
<br />SIALL. 3/r - I
<br />2 1/2- 2 1/2- 1 N/A N/A
<br />To
<br />2 04 THIS SFIEET, AS WELL AS DETAILS I & 2 ON
<br />FLORIDA BUILDING CODE (High Velocity Hu cone Zione) FLORIDA BUILDING =E (High Vialocity Hurricane ZOn8)
<br />55,0 -72-0 rZ
<br />15 TO FLORIDA BUILDING CODE (High Velocity Hurricane zone) 7
<br />4- Mitt. LENGTH FOR COMP ENT QD G 15� N/A NO,
<br />o`HKO `X7.900, 1P, = <
<br />ORAWN In, -- oftme; Sir! GRAIN 81�
<br />ANCHOR SF COMPONENT dD ANCHORAGE AT BOTTOM IS DIVER ON
<br />SNErF 14. 20 GAGE GAL L 20 GAGE GALVANIZED
<br />STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL z
<br />PERMANENT OR REMOVABLE- Oz I WSTALLATONS ARE
<br />VALM FOR BUILDINGS WiTH A-S 0 DMON UiAEI: LP TO (IF
<br />�77 -7 --
<br />PRODUCTS. LLC. DATE,
<br />COMPONENT MAY, RE 7/a/ma
<br />SCHEI'm
<br />STEEL STORM PANE GLOBAL PROTECTION PRODUCTSt, LLC. O"'ve"' +WS, -124 00 MO PANI LENGTH 0 TO GLOBAL
<br />7 AM &W,
<br />1 STREET
<br />5 %�T DETALS MR INST"TION INTO WOOD FRAME BUILDINGS ON SHVET IS. DATE- fir, 2, POO NEW WOW FRANC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERH [ILIECO ititic.
<br />,�oAaac S.W. 51 STREET
<br />At ENGUN'SINNO VIRPAN, Dow- IT- su,,t AM n. =I.
<br />6 SEE SHM 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION -w- twim-70"k
<br />'Aw. 11� =1-
<br />p"L -1 20-176
<br />P"Ow ;Ak MSI)M-8717
<br />PNGHE` TAX (954*w-am 211- -16 <
<br />AT TRACKS INSTALLED ADJACW AND BEYOND TO STUCCO/WOOD SANDE 7
<br />IIILIECO,..� GLOBAL PROTECTION PRODUCTS, I.I.C. I C It.
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<br />_
<br />1'*),\ SHEET -0. AT LOCATION INSTALLAIION DEJAIU EQR QEIIQN A I EQR UFE SAFM STQRM PANEL SYSUM
<br />/4, 2/4
<br />3/4 OR 4w, 2 1 5 (D END PANEL
<br />-47 END PANEL
<br />POURED ONCAM -11-0 in. --- 1 1/" w -mWG 0 r a.,, W/
<br />$Tw. a Elaw INTO EXISTING WOOD STRUCTURES
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<br />570 6 12 I/IrD C F
<br />"-WTEIHOR PANEL \-END PANEL
<br />1/4- INTERIOR PANEL END PANEL
<br />5/r SCHEDULE III SEE
<br />FOR Mo. -` I,
<br />00"R 7 ."1 L-1- -� i
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<br />1,-3, wit --1 1-4, min,
<br />LOCATION MO U.&OIR I
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