|
I [ I 1 ij '! 1 1 1 1 1 1 1 q'I.-IIII I III III I I I I I — - - — I , — —,-- I - -1 III 11r, � 19,1111
<br />-- -- -
<br />- - I -1 I HIRIVIT
<br />�
<br />-
<br />----
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURESo VALID FOR REGULAR, LIFE
<br />STORM PANEL 111 SYSTEMS
<br />. ` p
<br />I I,,' I
<br />I- ".. I . j.,(j),o OR POURED C ETE
<br />J. CONCRETE
<br />.(R W." OR 2'. 3'.
<br />I 1, 1, I
<br />. VARIES 2'.1 RCOO "it" sas�,A 093'3103 --I- as
<br />ml _ W01IFFIT; ALLOT cow ALVA, .
<br />5* Mi (1) B.0 ANGLE � ,/... . 1 3/.. I
<br />I - 2 1 IA 0 12' o.0 I - I-
<br />i
<br />:�,i 1
<br />L
<br />,F�2*
<br />POURED CONCRETE. CONCRETE , >1 •1 1/4*. . 1 3 . . I =D I
<br />BLOC% OF 2%4' WOOD FIUME POURED CONCREIL _ 1 TAPCON - I
<br />2 1/2 1
<br />ANCHOR At 1/4'
<br />FILEOuRm CONCRETE lILOC- OF I ,� k- V a c
<br />� -;,(A m,� -
<br />I 2*A' .000 PRAA`E 11 ,
<br />. REQUIRED 1 -2 ,
<br />I I .1
<br />�. I It, � I I \ ,>/I/.- wj �
<br />I ! 'I- - , ,4 A � , T - I' -- I --/ / /I 71 . I
<br />"I', I I -
<br />, -11
<br />-
<br />'cut AtNiv. " e .,- I - �f 1-, ..CHOR iALOL�NATE ULG L�I�
<br />I
<br />.. . / M, �, 0 12' 0 C VARIES . . i 2' . 2' . 055' ?0 -
<br />'11�7, \-- �, I 7, . 5' . 055' CONI I.
<br />10
<br />�
<br />I
<br />sr miA,, 917� L om
<br />I I I," I
<br />Obo* POM CG�M. CONCAM
<br />.= �, F S,=' -m% I I 9, OR 2'-' WOOD TRAIFE
<br />I . \ I J- I I- I.— A,
<br />z . ., , ,zv I ,
<br />y
<br />3105-.1. CIA . , I I I I , ,- -, �: i / , -- ROL"Iff.
<br />- CA I 2 112- - -
<br />" , , I t
<br />/�,
<br />I
<br />MNG`1 CON, AU.Aw. I Mn\ L I T/
<br />� :. .11 11 . �
<br />11,
<br />, .
<br />---
<br />I/`* ! SCIT 1,,,�, ,
<br />cloll�,.TTll AUO� 6 12 OC
<br />./�c , .11 C, At- .401
<br />CASE A (PLAN) SASE B (FLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4'-I- SCAdf 1/4'-!- SCALE 1/4--l- SCALE 1/4--l"
<br />; I SOL, SET OF CAL,
<br />1I OR ELEo PANE""Tt -
<br />FIEMALL AT AND
<br />Pousi CONCRETE,
<br />, . IL-'.. I S
<br />1) .9 OR CONIC E mociI =Tz �: .,,EL-,E PwS (SEE
<br />C
<br />.04
<br />(1 5x L Pou"E" W."bil �� VARICS 1 , ,- 00 2'.�* ROOD V-M 0, OPENING SCHEDULE 1� 54M A �
<br />- PANEL -- CONCRETE `� ROCKLAND AS APPLICABLE ,c a '.)
<br />OVERILAP BEYOND VIA* ROOD "A"IF -5. MsP_j T & 0 .
<br />Fila"'RED I I
<br />OPENING WIDTH) MUFFED CONCRETE. CC IFETE .
<br />1 � irl , I
<br />I BLOCK CA n', WOOD 'PAW .,
<br />t
<br />�REQUIRED - 1�41 I
<br />i -
<br />-
<br />, - -,\,
<br />, - /
<br />- -4
<br />,,, 'THEM .M IF/ 'D rROW ,
<br />I I/ -ot W(6) . i -,
<br />VARIER I
<br />:'O
<br />,
<br />I - " , FFILAA PAT FLANGES PARALLEL
<br />, .- �L ('"IF CLF1 END PANEL;
<br />SMi I I ..
<br />.---
<br />A - 80 DISTANCE "-1-----. —7�� I-M-,
<br />7 L ,/I,
<br />1'� - I
<br />,\ ,
<br />-- - ------- -------- j (PLAN)
<br />" -1. I ..... .Z.H., ..... SASE G
<br />i , /-` 11 .1 I/,. ... - - "',
<br />- I �NACRO, —.., t5k ,,,
<br />, / , .:.T1t�;;,SCALE 1/4'.1'
<br />1, I .. I's
<br />/ , = X1.`I ,
<br />, vA.0 FOR DRECI MOUNT INSTA"ATION ONLY &
<br />, '\ - I
<br />-- - - - .., I msi- -.!:r?�
<br />�� 'S
<br />,\c
<br />f'EARTIFIED PANEL INSTALLATION AT WALLS W1
<br />z SURFACE LEVEL VARIAT)ONS WITHIN 3/4-
<br />z : NO. 44167 '*. S
<br />: *: : IS. I
<br />S ;. * . -- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
<br />I . f � 4 GAGE GALVANIZED STEEL STORM PANEL CASE E (PLAN) � - ..
<br />� 0 mrim. � 2 11
<br />I
<br />.. . , ...� 4�7 4
<br />I - -
<br />1/4- . . 11
<br />5,--k[ I/.--l- SCALE .. 10 .. I
<br />, - r .- ./r/.
<br />, GLOBAL PROTECTION PRODUCTS, LLC.1 li,n
<br />I
<br />."".. - �, ,/1 T, DLE C 0 ,mc 1\
<br />11 , * z � � . - ,400) SW 5, STREETT
<br />., , �Z--&� - F, - - — — . .- I OFFE, , ""`1 I. -175
<br />20
<br />I
<br />. T, fz- - MITI � (D.)Gw- �, '. (�)M�7
<br />. ,:;�
<br />- .
<br />. I
<br />G--`Ifi 1 I I - .,-- 4w - I - I
<br />-f SE./RiRA`1".t/GAT1 RAL A. " is : ! I I j I
<br />'-',-- ,� ., SARII a " Is
<br />--------- - ----
<br />I I
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />REGULARSCHEDULE FOR STORM PANEL T% INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL(DINSTN-LATIONS AS PER ALTERNATIVES IRA THRU 4W, ON SHEETS 6 & 7)
<br />MAX. AS D
<br />MMWUM ANCHORS SPACING FOR E.D.- AS SHOWN ON SHEETS 6 St 7 IAPPUrII,E
<br />MAXIMUM
<br />DESIGN
<br />PANEL
<br />TAPCON
<br />LAC SCREW
<br />PANELMATE
<br />PANELVATE
<br />I
<br />WOOD BUSHING
<br />PRESSURE
<br />RATING
<br />CO0 MBINATIOANY N
<br />,.,,
<br />IL •
<br />(P - I )
<br />FEMALE 0
<br />PLUS
<br />OF THE/
<br />(n.)
<br />-
<br />13'
<br />1 Y
<br />-3,
<br />- 13- -
<br />10 - (TOP)
<br />- -13* __
<br />".
<br />_ _
<br />13 -
<br />- - ---
<br />,3.
<br />-, - -
<br />,3.
<br />
<br />13-
<br />- -----
<br />I of (BOTTOM)
<br />---� 12�
<br />-F -
<br />-- -
<br />---Ii I ii'
<br />- - -
<br />6 112�
<br />- I——
<br />6 112-
<br />6 1/2-
<br />----
<br />2w (TOP)
<br />--- - ---
<br />- - - -
<br />--- --�-
<br />- 6 1/-4-- -
<br />--
<br />- -1-2 1/2'
<br />-- -
<br />6 ,/r
<br />7w (BOTT. I)
<br />5'-C�
<br />--
<br />a'
<br />I
<br />8"
<br />9'
<br />r-
<br />-
<br />- -
<br />m (lop)
<br />OR
<br />LESS
<br />-
<br />a'
<br />a.
<br />a'
<br />a'
<br />-- - --
<br />,i* 4mow)
<br />1 ,3.
<br />- I - 3* -
<br />�
<br />1V
<br />'r --
<br />- 13,
<br />,P�
<br />is - � -
<br />,45, -45
<br />-
<br />13. -
<br />--
<br />- 13'
<br />i3-
<br />13'
<br />t3,
<br />AFT mol-I
<br />OR
<br />LESS
<br />13'
<br />i3*
<br />i2s, -------13*
<br />- ----
<br />- -5 _10'---
<br />I! 'lop) -
<br />-
<br />-- .
<br />13'
<br />,3--- -
<br />-- -!� - - -
<br />Is !qC7oMj
<br />-13"---
<br />6 1/2-
<br />13, ,- ,-
<br />6 1/2'
<br />--- -
<br />6 1/2'
<br />- ---
<br />6 1/2'
<br />6 1/2*
<br />(TOP)
<br />-
<br />- .-- -- --.,--
<br />-
<br />� _
<br />-
<br />__ -- -
<br />a 1/4-
<br />-- I I - - -- -
<br />12 112'
<br />--- - - - - .
<br />6 ,/,*
<br />-
<br />2FF (Ban * )
<br />-5*-O'
<br /> - -111, -
<br />4 1/17-
<br />-- 1
<br />- - - _
<br />6 1/2-
<br />_ -6 lj2�-
<br />-
<br />--- ---
<br />- - -
<br />i0_601i
<br />- -
<br />-
<br />1,74-
<br />- 4 112-
<br />-- .A,- ,
<br />, 1/2,
<br />- F
<br />-
<br />7- ---
<br />---
<br />-
<br />---
<br />is-
<br />(BOTTOM)
<br />- -
<br /> 10- ----
<br />- --
<br />13 2-
<br />- -
<br />12*
<br />--- - - - ---
<br />12'
<br />---
<br />4_-._________
<br />fivi-l-TOP-)
<br />1
<br />_1�2:
<br />1 'i __f__
<br />%�_
<br />_
<br />I _ IY
<br />_ _ _
<br />L 13-
<br />_ _
<br />1 8 112-
<br />AIR (BOTTOM)
<br />I
<br />F- SEE TABLE At FOR MAIX. A.S.D. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER'V,A 61
<br />1 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />1/4-0 1 ON
<br />ANCHOR 0 9' O,C
<br />I � 177
<br />1
<br />1
<br />IC. 1. .
<br />�1�
<br />,
<br />:
<br />A
<br />EXISTIFIGJ
<br />GLASS !, It
<br />:
<br />" a mi
<br />I
<br />I
<br />I IiF . I
<br />v A I- Mn
<br />Fr-SfPARi -
<br />1 TO GLASS
<br />A
<br />I I
<br />I I
<br />I I �
<br />I �
<br />EXISTING POURED ED* .
<br />CONCRETE OR I I
<br />CONCRETE BLOCK I I
<br />REOU*M
<br />. I
<br />I I
<br />I I
<br />I ;
<br />1/4'0 PMELMATE PLUS .
<br />ANCHOR 0 12 1/2- 0 C
<br />MAX. A,S.D
<br />MAXIMUM ANCHORS SPACING FOR EA. - AS SHOWN ON SHEETS 6 A 7
<br />APPLrUE
<br />,,,u,R,uM
<br />DESIGN
<br />ALTERNATIVE'
<br />PANEL
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />PANIELMATE
<br />PLUS
<br />MOOD BUSHING
<br />PRESSURE
<br />RATING
<br />'
<br />j e ANY
<br />COMBINATION
<br />LENCn
<br />IL
<br />(PR I)
<br />FIOAALE :D
<br />OF THEM -
<br />(it,)
<br />13-
<br />13,
<br />13'
<br />13'
<br />_ 1 r- --l-s-90M
<br />-
<br />-- lr -
<br />- 13-, -
<br />-
<br />_ 'r _
<br />_ 13.
<br />_ __ a'
<br />is (BOTTOM)
<br /> i i P2 -
<br />--e 17v -
<br />--er7/r '
<br />- '
<br />-- -i-17�2
<br />TOPf
<br />iml -C
<br />-6 1/2 ii� -- -
<br />. --- ---
<br /> - - --
<br />-
<br />- - - -j- -
<br />6 I C
<br />'- - --
<br />12 i/2'-
<br />- --
<br />6 , /.--- -
<br />-
<br />7W QBK•-
<br />m..)
<br />$,-O*
<br />1. ,
<br />-
<br />, .
<br />I/,-
<br />-
<br />a'
<br />.
<br />.
<br />- .
<br />- �
<br />3w I*)
<br />---
<br />OR
<br />LESS
<br />- .- I
<br />1 1/2-
<br />S'
<br />a'
<br />:*
<br />-
<br />jFR
<br />, (BOTTOM) -
<br />,3' _
<br />_ _ I3*
<br />13' -
<br />13*
<br />1 3'
<br />-
<br />", (TOP)
<br />- -
<br />45 -45
<br />13- -- --
<br />13-
<br />- 13'
<br />1 13,
<br />- --
<br />13*
<br />4w (B T.Tos]
<br />-
<br />. TO
<br />75. -75
<br />-,-- `3'
<br />--- ,3.
<br />'J.
<br />---
<br />13'
<br />-
<br />10'
<br />I - - .
<br />- 0�)- -
<br />13,
<br />13*
<br />113"
<br />13"
<br />6 '/A-
<br />' -
<br />'. (BOTTOM)
<br />- - -
<br />- - -- �.- ---
<br />6 I /2
<br />Is- I �2;
<br /> --
<br />6 I/2�
<br />---
<br />6 i/2'
<br />--
<br />6 1/2"
<br />?w (TOP)
<br />-
<br />-
<br />4�-- '
<br />6 T1
<br />- -- --
<br />12 172
<br />-- -- ---
<br />6_,/,'
<br />-
<br />2w (Ron•>�;O'
<br />I)
<br />A I/"-
<br />"--5- - - --
<br />, - -
<br />7 f12
<br />- - _
<br />7 1/2'
<br />_
<br />11 .11 -
<br />-_ -
<br />-- -
<br />A 66-w)
<br />-wirmloo
<br />I.' 5.
<br />- .
<br />51
<br />- --
<br />5 '
<br />I �
<br />-8: - --
<br />- - Ir
<br />iw
<br />-
<br />--- --- -
<br />---- -- -- -
<br />, 2'_
<br />- -- -
<br />- � -
<br />,3-
<br />I -.---.--- 1
<br />5 ,/2- -
<br />.. .-
<br />its, - (lop)
<br />I
<br />-!"-- -t
<br />I ". �
<br />13-
<br />- -11, -
<br />1 13-
<br />- . - -
<br />1 13'
<br />- .
<br />1 to
<br />4W (BOTTOM)
<br />I
<br />ISEE TABLE 11 FOR MAX. A,S.D. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER CA, IS * USED, CORRESPONDING ONLY 70 ALTERNATE 2W ON SHEET 6 1
<br />TABLE III
<br />6 .
<br />A.S.D. DESIGN LOAD
<br />MAXWM PANM
<br />LENGTH
<br />40 PSF OR LESS
<br />6'- 8"
<br />> 40 PSF TO 50 PSF
<br />6.-2 .
<br />-
<br />F 50 PSF -, PSF
<br />5'- 1 O"
<br />I _
<br />& MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE F�MALE 10 OR PANEL MATE PLUS
<br />ANCHORS & W/ " SDtJKO-t%';,,4 112- O.C.
<br />. \
<br />. -Fff
<br />.3t..' 3 �--�p
<br />'
<br />f .. t' ' * 4
<br />j � 44167 --. I
<br />= . * :*=
<br />sslI -
<br />S - T 0 �._ 1� I - 4 ,O. rATEOF � 14!7 - - -
<br />0 . . .: - .�- ,
<br />�, oqk K #
<br />'O
<br />,�.. 010'....01 ,
<br />." T� , y
<br />`-, `e . . "." - � ^
<br />. iq .. -: - �,,-,,,�..+ z -
<br />FLORIDA BUILDING CODE (Non High Velocity Hurricons
<br />Zore)l
<br />1]Iiiti, ft-Em AC
<br />24 GAGE GALVANIZED STEELSTORM PAWL I
<br />P.
<br />DRAW w
<br />I I I
<br />"
<br />Alm"
<br />I I L I E C 0 inc
<br />GLOBAL PROTECTION PRODUCTS- U.C.
<br />I
<br />iL wr_* 9g*-9"=-.r.-.
<br />ISO" S. A! �
<br />OFFAL n,
<br />20-175
<br />ILAR, . Um)
<br />-
<br />- (..) 75A5. 1. f"4)M-07v.
<br />e- 1.-
<br />,=auA'",
<br />!
<br />- I, OF� I .
<br />ffl°
<br />n .,A
<br />INSTALLATION
<br />INTO POURED
<br />DETAILS FOR LIFE SAFETY -PANELnl
<br />CONCRETE OR CONCRETE BLOCK
<br />STRUCTURES
<br />EXISTING POURED
<br />,/.-. IAPCON
<br />EXISTING POURED
<br />dotiscitrTr OR
<br />MCHOP 0 Q* OC
<br />CONCRETE OR
<br />CONCRETE BLOCK
<br />CK
<br />CONCRETEBLOCK
<br />Ii ONCRETE
<br />O1)
<br />REWIRED.REWRED
<br />,. I:j-
<br />t4
<br />4
<br />� 1i2* 1 ,1/4
<br />I- 1/4. '
<br />-
<br />r
<br />,
<br />-MALK
<br />1 I
<br />EUs
<br />I
<br />1
<br />/�l
<br />1: 1�
<br />1-1
<br />1 - �1,
<br />4
<br />,
<br />� ; f!
<br />I
<br />-
<br />IF I. .I :
<br />
<br />i
<br />I I 111*1�a�
<br />I I. IF
<br />! . .
<br />I1SEP.AM"
<br />I TO GLASS. - �
<br />U Ii, I I
<br />`
<br />,
<br />"' - .0
<br />I
<br />.% E:a�
<br />-1 .
<br />I 0. Ns-
<br />- r-4*)
<br />- ;
<br />,
<br />EXIST"r 0 ,� I
<br />I
<br />: UN-
<br />I
<br />. -,
<br />I
<br />CLASS 0 mi ! !
<br />4
<br />I I 1, I 'L' ...
<br />I
<br />I A I .
<br />� ;
<br />I
<br />I %. I
<br />P,AICL
<br />1 4 -A4'� LENGTH
<br />I I
<br />I . (SEE ELICI?.Irl
<br />I
<br />4 ��
<br />. I ;
<br />I
<br />I e, LIENCIII
<br />IIEI OS�41`101
<br />1 I ON SHEC 12)
<br />.
<br />1. JX , i
<br />� 4
<br />I 04 SHUT 17)
<br />I
<br />I
<br />I I
<br />I I I
<br />t
<br />I 4
<br />-
<br />F, 4
<br />i
<br />I I
<br />,
<br />I
<br />I I
<br />'.
<br />I
<br />., I -
<br />.
<br />I
<br />I
<br />: 1- Gi) -
<br />( I
<br />-
<br />I It -
<br />1 1
<br />*
<br />1
<br />1
<br />6.
<br />1
<br />I 11
<br />1 4
<br />EXISTING POURED : :
<br />CONCRETE OR
<br />I
<br />!
<br />A
<br />11 j&
<br />j�
<br />g -
<br />ONCRIETT BLCCN
<br />I
<br />I
<br />-
<br />; 4. ,i -
<br />�EOUIRFD �
<br />. �
<br />I I I
<br />. tsr;a;.)
<br />SEE SHMS 15 * 16 FOR ANi TYPE A SPACING FOR
<br />FINSTAULAININS ANY 'Am F Smoli
<br />MINtiNAM ANCHOR SPACINGS AND VAImi FOGE DISTANCE
<br />ARE 01>UTFO ON THIS SCHEDULE rCV Eo LEM TMN
<br />00KATED 04 SCNEOL�E REDUCE ANCHOR SPACING By
<br />�K; TVLYA,S= SHOR", " SC-ED'i r THE
<br />FOULDIFFAK, FACTORS FOR THIS CAFMTKIN TO BE PD'3519E.
<br />AEWCID SPACING OKAPXD W&RIC FAVOR SWU 40 AS
<br />ass THIN us"mmui, SPACMIf. i.00HED TOP EACH ANCHOR
<br />rME ON TING SC*ffDIJtE
<br />,/.,.
<br />1/4'.
<br />A40M im
<br />"003i
<br />PARELFAin
<br />" I
<br />--
<br />AIHa01,
<br />_NINON
<br />,--- --
<br />I-,- !a-mimmov.)
<br />--
<br />-- -
<br />�
<br />- --- --
<br />---- --
<br />- - -
<br />,
<br />AMM on GMM ow
<br />NCIOII
<br />, ,/2'
<br />nn
<br />, ,/2-
<br />- - - 3'
<br />a ,/2'
<br />1/4-0 PAIFIELMATE i� ANCHOR (BEYOND)
<br />')
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />PANEL dt' INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURE
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
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