---
<br />____
<br />. -
<br />END CLOSURE5 DETAIL5 EQR IN51ALLAIIQN lb! FQUREQ GONCREJE.
<br />CONCRETE RL091 QR WOOD SIRUCTURES; VALID FOR REGULAR, LIFE
<br />- ___
<br />"I
<br />1-1. I
<br />I
<br />1. 1( I
<br />I, \ -
<br />�.., ,
<br />.
<br />, I_ - I_- i i = =41 Ill
<br />4_'11 vw .(� q) 10 OR I
<br />N ,
<br />I
<br />�
<br />::1, -1 I 1 2' . 31 . .1his' 3305 H-IA P� "
<br />"
<br />-
<br />-11, - 1 2'.e 1001) FIAME Bill u . � I
<br />'I
<br />-
<br />SK I,- -1 4) & 10 t f*lavm A"Qr DORT Al. . -
<br />11
<br />T11 11-1
<br />L - �� ANDLf wal Ile* . 1 3/e , . .
<br />I IApGQN 0 12' O.C,
<br />11-i".
<br />�4 _2 /2* I I � - ,�
<br />, min. , I'll,
<br />L U
<br />11)�
<br />Poultm CONCRETE. COK" = I 1c,
<br />_. , c , 13 I
<br />w
<br />FRAME , 7, ,
<br />REttar , 1 1/4*o . 1 3/4' 1 -13-1
<br />BLOCK CA 2'.1V *000 a . 2 llzr* .-.� —
<br />,C:;
<br />REoum _!T�l I ANCHOR 0 12* 0j- �_,�
<br />I
<br />"�-, �� TRW[ �1!',', '-- - - (t OR(3 M�-
<br />NIN,
<br />� I
<br />1111 .- I �� %
<br />� f'-,- � , - I iL �.. �� -11 -
<br />�' 1: a
<br />I _77- / `�,�_
<br />I \�W'�._ �y4le, t `�,,�,�, ,1,4'�� "I 4. 1�111 , _/�cj�) _'7 J
<br />4��,A . . . . . . . - , - -LIENINT: = LOCANIO 7�7 �- 9
<br />,_ � I i
<br />�?�,'t 0 1 _ 7" O.r 2' .2' - 111,
<br />I
<br />j
<br />\
<br />- ___/ , 1, VARIES - �, I 2* . 5' . :�'6'
<br />� _�, I Ir V_ 97� L <1 AkLN, ANGLE OR CoNT
<br />- /I/ -7 V'�
<br />I I �, I Iwo* Lim-WIS4 SHEET PARED CONCREJE CONKMW
<br />I # � I - tt I i
<br />m� VETAL 4va we pwE I
<br />2- A e X JW , , . BLOM 00 2'.4' WOOD FRAW
<br />"M � REOURED
<br />, - I 14—
<br />3105-81. OR (1), /_1
<br />Sm-Te ALLOY -I 2 1/2' ',�' , " - - i, Ily
<br />�
<br />"G*
<br />cow. AU.`mL ANDILE
<br />Lam& - - - _�L - - - __ - t, 1�. - - - .11 ... \
<br />I/0 go
<br />a 12!..It -1;";_4�',. SpIlw*4- ��
<br />W/LiAcxvt� , M- ANGLE
<br />. CASE B (PLAN) LASE D (PLW
<br />ISCALE 1/4--i- SCALE �/4-�I- SCALE I/e-l- SCALE 7/4". I'
<br />T ---- v , -1 SOUD-Sr OR LIKJK�
<br />I K A ELCO P�VMATE
<br />'OR -
<br />--
<br />&,.� GO , "l � f5ml: M
<br />It_� ,, CA � �
<br />_ -t- -"S) 'a ,O jj� OR W. tA. -W= At PANELA[Alt RULE �SEX R.
<br />t _5x , I A \ — 04 2^.4' WOOD - Sm I or OPSANG -1 - SDWMLUE ON SHESS �
<br />(MIN PANEL 1, � " �' =1p.-%nR VARIES MAKE RIMILWED AS APPLKABLE I to A, '17
<br />- - OVERLAP BEYOND " - 21.v -!r LAIL-1 T & V I
<br />I ,�� ,
<br />OPENING WIDTH) �', RED �, 1. 't, 1 �,
<br />��11'111 �L� , I �
<br />I I _00.1E, It Irf, 4��1�11 "14, 11 " I k�
<br />... ,
<br />, ti�.
<br />,,, *EXIWED / ,
<br />I-I
<br />-
<br />, �, I-, 4 " , 1. -1,4,_ 1',LLLLLLLLLL..." ,.",_ _ I I , - "�"'� � , M� %aA= FRONT *
<br />I , ,� I I I- .4 I - .-
<br />IARIES (�) -a C \ � - ,,, fi 111)
<br />! 14
<br />. PARALLEL To
<br />: I !� M_ ( � -'/ WALL tww cut cw PAKM
<br />I - -
<br />� ..7.1--t
<br />I X . BO DISTANCE
<br />- 1'-73,';�,'
<br />t - c'; /
<br />. -_� \ - 1 I /
<br />1, I
<br />L
<br />! I I / �
<br />- - - - -----,,i-- 'I
<br />1___\ J, � _,'�,, — , .
<br />, I '01-In"",
<br />,
<br />, . - — 0- 04 CAS
<br />/
<br />\_
<br />, I / , —.7 ^
<br />, V� P,- NJ / �%,,, SCALE ljr�j.
<br />-,
<br />\_L/ \_/ = Z`.�� -,�\CEN , VALO FOR DIRE
<br />-.V-
<br />� .. ......... ,
<br />P CT MOUNT INSTALLATION ONLY A,
<br />S�*,- �: ss
<br />__4
<br />- I � CERTIFIED PANEL INSTALLATION AT WAULS W1
<br />z �- . I SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />z I Ill 44167 ` a
<br />I
<br />*�
<br />2 � * :*: FLORIDA BUILDING CODE (Non Hi2h Velocity Kwu Done Zone)
<br />P-ASE E (PLAN) CASE F (P ' '. b , I z *2620 TILmo. `H1 24 SAGE GALVANIZED STEEL STORM PANEL I.P.
<br />I- :
<br />1. .. I bft� el.,
<br />- ..
<br />�f,_e%
<br />SCALE 1/4--1 - SCALE 1/4,=I, � I. I
<br />..
<br />I S - - - Ittliltiogo
<br />11
<br />I
<br />% - r
<br />41"t"Ibu, / 11LIECO imc. OLOIIAL PROTECTION PRODUCTS, LLC. Ill
<br />, v .m Sill. a, Snw
<br />�� = - WE n- mi,
<br />Z a w'-= IM, DI6410-1,501 FAX, campal 20-175
<br />1 � " -_ --W
<br />7im.—
<br />D`_o"A"q . I An 1— I I -
<br />RE MAL�.W_Mxm �m .IN 11� RE. :!, � III
<br />I MIA . �A �I � � � �
<br />MAXIMUM &S.D. DEMN f!RESSURE 8 ING (1a.s.f.) AMU CORRESPONDIN9 MAXIMUM ANCHQR SPWNQ
<br />RM FAJAEL 01IM&IM1914S INIQ WQQD STRUCTURES
<br />(VAUD ONLY FOR PANEL (1) rNsTALLA-nONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P-1.)
<br />MAXIMUM ANCHORS SPACING FOR ED. - AS SHO" ON SHEETS 6 At 7
<br />I
<br />AP�
<br />AqmNxrvvgS
<br />f 'R "'
<br />___
<br />or THEM
<br />MAXIMUM
<br />7,x
<br />.L.
<br />OQ
<br />TAP,ON
<br />LAG SCREW
<br />PANELMATE
<br />— 1.
<br />PANELIAKIE
<br />PLUS
<br />WOOD BUSHING
<br />ly -
<br />'r
<br />Iw M)
<br />___L13L__
<br />___2:__
<br />___L3:__
<br />13-
<br />—,,-
<br />I* (WITTIM,
<br />—
<br />----L3'---
<br />___i�:___,_.L3:__
<br />--..---
<br />a 1/2-
<br />-_
<br />I/Y
<br />Ew (w)
<br />__±_1/2' ___LI/2�_____±_1/1:_
<br />-
<br />-
<br />_-W.—
<br />5 1/4-
<br />-
<br />12 1/2,
<br />1. -
<br />_-!
<br />6 Ile
<br />_
<br />2w (el
<br />.----
<br />51-c'
<br />OR
<br />I I __i;____
<br />_____1F__ I.
<br />_____w___1.___
<br />-.-IF-
<br /> -
<br />IF-1 ---
<br />________!�___,
<br />I __ -----
<br />-
<br />�!�TL_
<br />3w (BOTTOM)
<br />LESS
<br />+46. -45
<br />OR
<br />LESS
<br />____v]57 _,_____1i;,_______13;__
<br />__._1.__
<br />Is.
<br />
<br />Ir
<br />._._1__.,________
<br />13*
<br />-8.
<br />E__
<br />___ .
<br />_i —
<br />13,
<br />-
<br />13,
<br />__ ____
<br />t
<br />OP)
<br />!�!__
<br />in
<br />,
<br />LW -
<br />__
<br />_ ---- -
<br />1Y
<br />__ ___1si_____
<br />_i3i__
<br />Iff"
<br />._____11';__,_
<br />I
<br />---!- —I/,
<br />.
<br />_(m"
<br />Vw (SOTIOU)
<br />-_
<br />..�__,La:__
<br />lir
<br />6 ,/2,
<br />____
<br />a 1/2-
<br />,..----
<br />a 1/2-
<br />____!L_
<br />6 ,/2"
<br />(TOP)
<br />__
<br />-
<br />--i -7 - ___
<br />__
<br />- __
<br />f, 1/4,
<br />___
<br />—
<br />12 1/2*
<br />____
<br />41
<br />__!L�:_
<br />a 1!1
<br />-
<br />__ __
<br />>T-D*
<br />-
<br />,IF
<br />e
<br />6 1/2-
<br />6 L/��
<br />-
<br />1Z
<br />14'-4*
<br />4 I /2-
<br />—�7,Fr__
<br />__
<br />7-
<br />7-
<br />-
<br />sw (somm)
<br />-
<br />__T� /2' -
<br />�
<br />____�'722- ---'
<br />'-- —
<br />IF
<br />__
<br />12'------
<br />� .
<br />4W (TOP)
<br />I—,r
<br />,-
<br />- 13*
<br />— -
<br />_��3___
<br />______�
<br />13"
<br />�
<br />1 i —,72�
<br />� i
<br />' ____ __ _0
<br />I� -SEE TAIKE 01 FOR 14AX, A,&D. DESIGN LOADS -i _KAX PWELiN_GTHS AIHEN SPAM __� IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON S14M 6
<br />MAX. kS.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P-0
<br />MAXPAIM ANCHORS SPACING FOR F D. - AS $HO" ON SHEETS 6 & 7
<br />APPTEILE
<br />ALTUmma
<br />T&
<br />A,&r
<br />OF THEM
<br />M.,ximum 1
<br />;iwa,
<br />-
<br />(it')
<br />TAPCON
<br />LAO SCREV
<br />PANELMATE
<br />FEMALE 10
<br />PRIELMATE
<br />PLUS
<br />W= BUSHING
<br />3
<br />ly
<br />13-
<br />IV
<br />13'
<br />I* POP)
<br />- ___L�__
<br />is"
<br />- -
<br />is-
<br />—
<br />13-
<br />---
<br />'r
<br />1.
<br />III, moma)
<br />a Ile
<br />6 I /I.
<br />- -
<br />6 1/2,
<br />- -
<br />6 1/2-
<br />__
<br />6 lIr
<br />—
<br />2w (top)
<br />-
<br />____ ___
<br />7'
<br />___
<br />____
<br />7 i/2-
<br />__
<br />__7 I/e
<br />__ -
<br />IF-----;;---
<br />-
<br />12�1/2'
<br />6 1/4'
<br />"-,--,--- -
<br />2w (as"..)
<br />1_,j1_
<br />VW
<br />S`_O_
<br />OR
<br />LESS
<br />_ _,_.,_____--___,w-_
<br />I 1/2'
<br />a-
<br />------i.-------
<br />-
<br />3W (BOTTOM)
<br />I3z________57_______
<br />----,-,---
<br />�e_��_
<br />>+45. -45
<br />� To
<br />75. _75
<br />-1s:_
<br />is,
<br /> ____
<br />IA,
<br />____ � ------
<br />13"
<br />_1n_______1�:__
<br />Ir
<br />13,
<br />4w (BOTTOM)
<br />I
<br />13,
<br />LW-(M)-
<br />13"
<br />____Lj:___,
<br />Is-
<br />____ij�_
<br />13"
<br />___j�:_ -
<br />113'
<br />____ID�__
<br />6 1/4-
<br />1W (wroal
<br />�__
<br />6 1/2-
<br />____
<br />6 7/2-
<br />— -
<br />6 1/2-
<br />___
<br />6 1/2'
<br />—,
<br />6 1/2-
<br />___
<br />2W (W)
<br />_
<br />-
<br />__
<br />�
<br />- -
<br />'
<br />___
<br />I 1/2-
<br />,---
<br />6 1/4"_
<br />2W MT1.*)
<br />>57-0,
<br />1,
<br />__
<br />A _iji�__
<br />--
<br />57
<br />- --t-
<br />7 Itg.
<br />_iL
<br />7 1/2,
<br />_.
<br />-
<br />3W (TOP)
<br />7,-:r
<br />5.
<br />5 1/2-
<br />'.
<br />---
<br />I a .
<br />______
<br />-1
<br />—
<br />3W wrow)
<br />-
<br />ly
<br />12,
<br />13*
<br />—
<br />13"
<br />__ __
<br />5 112,
<br />4W J'TCP)
<br />13,
<br />13,
<br />.1 - ,3� _±
<br />'--T-
<br />Is-
<br />to-
<br />14W (80701,111
<br />. 01 FOR MAX, A.S.M DESIGN LOADS & MO. PANEL LnCM$ WIHIEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHM 6 ---------- I
<br />2=
<br />b A
<br />A.S.D. DES04 LOAD
<br />MAXIMUM PANEL
<br />LENM
<br />40 PSF OR LESS
<br />W-13'
<br />> 40 PSF TO 50 PSF
<br />1
<br />ISI-2.
<br />I > 50 PSF TO 60 PSF
<br />-
<br />T-16' __
<br />& IMAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE gjk��
<br />,4OR PANEL MATE PLUS
<br />ANCHORS & W/ . -Ifft,i)IL 1/2' D.C.
<br />INSTALLATION DETAILS FOR LIFE SAFEDLRAN.UEL._U
<br />(j)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUQTURE5
<br />I/e# TAPCM�
<br />-
<br />I_ ,, CMING POURED 1/4-0 TAPCON _67C_7 � POURED
<br />, ,
<br />ANCHOR 0 9 DZ , , —CONCRETE OR ANCHOR 0 9" . CONCRETE OR
<br />W .j CONCRETE BLOCK 11 CONCRETE BLOCK
<br />"g "' I
<br />�1,, REWIRED. �,,,tj'1111 RECUNEO.
<br />,, I--
<br />- . . . . . . I -
<br />� ,�.�
<br />�� I
<br />, � _�tl�
<br />,
<br />�,, I , ,
<br />,� , -
<br />�� ,� � 11 I , -41)
<br />I, ��� " 02
<br />, 1, I I I
<br />f ____ I I �_� I
<br />I lj 1/2- 4 .1/4" � , 1/2* 11/4'
<br />'t
<br />��-, . - - I - - -11-1 f _96I,
<br />. . I
<br />I . �11`
<br />.
<br />L'O'# - 1 I E.b�.* :�,�,, ;;,.. .
<br />��, ..... ,i � � �
<br />, I'll
<br />I - I ", ", 1; . i
<br />1 t1511 i - � ;� , I
<br />1 -T - I -ci
<br />9 I i I, mt, 1 1
<br />9 IH-SEPAR&MR- I
<br />I 11 ;_
<br />9 `�' f
<br />A 11 11 I
<br />I ILI III -
<br />PAHEI LENGTH
<br />. ___ -
<br />�� _. ____ __ilA, - _
<br />ME ELEVATION
<br />i I
<br />i�SEQZI`R).
<br />!
<br />i
<br />"" SHEET '2)
<br />I TO GLASS
<br />0 1
<br />. :
<br />5wm 1 -
<br />I
<br />� 1
<br />i I
<br />- -
<br />0)
<br />L/,
<br />tt,�,,�,�,',,'q�
<br />EXIST= PCURED� LDA �,., �,'�,� I
<br />' ' , ' i
<br />CONCRETE OR " -0
<br />tLI;
<br />CONCRETE lj',"�% -
<br />REWIRED � 1"',�. , ,��, ;;
<br />III vr at
<br />I
<br />�� I
<br />�jft"4,11
<br />I,
<br />I I
<br />�
<br />, '11,
<br />� -
<br />;t
<br />;t
<br />;t
<br />";;,
<br />. __J
<br />-
<br />,,, 1
<br />' - ..
<br />1/4-0 PANELMOE NLUC�_ - �
<br />H&MLS
<br />ANCHOR 0 12 1/2- O,C. 2
<br />SEE SHEETE7115 4k fiff-FOR ANCHORS TYKE 4 �WRMIRQ FOR
<br />NVIALIATKINS ROD ROOM FRAME 01.140INGS.
<br />MMKU ARCH011 SRMNGS A40 M";A' EDCE DWANCT
<br />ARE wDIMED ON TIM SCmuv_ MR EG� LEO THAN
<br />*MUTED ON SCROJIS A031,01 AACROR SPAW- BY
<br />WAANYWC SpAcm SHOO ON Scl"IMULE By THE
<br />FOLLOWNi FACTOft- FOR Tt4 OFERATC14 70 BE POSSIBLE
<br />REDUCED $PACM MANO USING FACTOR SHALL Nor BE
<br />USA TWA Uti'mum WOO"' RMCATM FOR OCR ANCHOR
<br />T"RE ON THIS ScHrmt,
<br />ANCHOR TIVEE
<br />- Y1!1:1_
<br />`_ "'...
<br />,ft, -
<br />mem" MOOR WKM w
<br />j
<br />�
<br />*www— I— wt
<br />I
<br />3
<br />- —
<br />I
<br />3 In
<br />-
<br />M—M-4 (h)
<br />Aclul wx atimmax W
<br />PACRAIR
<br />_ ---..-- tY4�-.1.1- --- I
<br />I- 135
<br />___ __
<br />2 1/2-
<br />- � ___ ____ __
<br />0"11-
<br />__ - - -
<br />__�.&Ij
<br />_�'i __
<br />__ _1 .1-11-1- 11--1--l-
<br />O"
<br />_ -
<br />31 1
<br />___
<br />-
<br />- 11 �
<br />& �_ l'-44 At ErN,;W �
<br />�
<br />EXIST19,; 11 I
<br />I
<br />CLASS 9 � . I
<br />0 � e I I _1* lAX.
<br />0 . - - � I
<br />. - -, I 6. PANILL LEND
<br />IN
<br />it 1�1 I (SEE alVATION
<br />11 � , � ON SHEET t2)
<br />9 T I _ -, --- I
<br />9 I 4
<br />- _______
<br />� __ _��
<br />tr I -A I
<br />i
<br />,�,���;t i
<br />, -- i 1
<br />,et�lf -
<br />�, ��,�',
<br />1,,�_ .,�-,�tt, ! --cl)
<br />0 - ,-, - f--"-5, 1 S" �
<br />V�
<br />OR- - ,� ,I _ _@
<br />C BLOCK 11 I .
<br />RE /� I ME'EAD)
<br />I t!! :1 �
<br />,
<br />-'�,_-, - -
<br />lilil
<br />". - I
<br />i/4-0 PANELMATE 11,L_N� _� I Z��t .. R!73B
<br />ANCHOR (BEYOND) u PANIFL
<br />W&L MOUNnNas
<br />SCALE 318-1-
<br />MAXIMUM A-3,12. DESIQN ER U8E_RAIW"p.v,fjj AND QQRRE5PQND1N2 MAXIMUM ANQHQR P-ACINQ =HENLE
<br />FOR REGULAR 998M PANEL r1) INSIALLAIMS IN! MOM A CQNCREJE BLQQK STRUCTURM
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />MAX. A.5.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P,..t,)
<br />WIAMM
<br />ANCHORS
<br />SPACING FOR MIN
<br />E�D. PER SCHEDULE
<br />BELOW v
<br />APPLICABLE -
<br />TO SECTIONS MAKNUM
<br />PANOL
<br />LOWIN
<br />. IN, I
<br />OF THEM
<br />-
<br />MAX. A-S.D.
<br />DESIGN
<br />PAIESSURE
<br />RAJIKG
<br />P-7)
<br />MAXIMUM
<br />ANCHM
<br />SPACING
<br />FOR
<br />Met E.O�
<br />PER SCHEDULE
<br />IIELOW *
<br />,
<br />—
<br />APFILMQUE
<br />'a SEC"I
<br />a JNY
<br />,,, mum
<br />PANa
<br />LENGTH
<br />%:
<br />("')
<br />___
<br />TAPWN
<br />I
<br />SWID_w
<br />PANIEUILATE
<br />FEMALE ID
<br />PAIMELAIATE
<br />PLUS
<br />ZAM,C-ft"
<br />CAI.
<br />�
<br />-04
<br />TAPCON
<br />I
<br />SOW-W
<br />.
<br />PANIONAtE
<br />FEMALE
<br />10
<br />I PANCLAIATE
<br />PLUS
<br />ZAMAC-NIMUM
<br />CAIK-N
<br />To
<br />commm
<br />To
<br />w
<br />—
<br />—1y
<br />I
<br />;K;
<br />To
<br />Ill
<br />1.4-i-A.-
<br />10
<br />Cw0m
<br />-.Iiq-j-!
<br />_.".
<br />—MICiEw
<br />to
<br />.
<br />COMINNATION
<br />OF THEM -
<br />+45. -45
<br />OR
<br />LESS
<br />Ir
<br />is*
<br />��
<br />--
<br />77
<br />—w-_ is'
<br />is' ir
<br />ist
<br />ir
<br />—1r__1-i;_i_V&Y_
<br />-
<br />I MOTTOM)
<br />—
<br />LM_
<br />2 (Bartom)
<br />�5 ow)
<br />W-V
<br />3 (BOTTOM) OR
<br />—
<br />4 qOP) LESS
<br />��
<br />In"llo
<br />5 mp)
<br />
<br />i1g6roi)
<br />i_�_
<br />— __
<br />(00`11-)f
<br />.45, 45
<br />TO
<br />.&S, -ft
<br />I _E
<br />ii-
<br />Ir
<br />is,
<br />Ir
<br />13,
<br />ir 13,
<br />13'
<br />It 1 2'
<br />1 OCR)
<br />____
<br />5'-w
<br />OR
<br />LEW
<br />1
<br />Is-
<br />Is-
<br />IJ'
<br />I 13'
<br />i3* 13'
<br />Is- W
<br />Is-
<br />----:'-
<br />Is
<br />��
<br />13-
<br />.
<br />-23-1,
<br />__L3L_
<br />I y ,
<br />13*
<br />13,
<br />- -
<br />13* 1
<br />2'�
<br />- -- -
<br />-;3";
<br />- )
<br />-131
<br />,--
<br />13,
<br />,;_;�_
<br />is-
<br />_13�:__
<br />Is'
<br />-,13:-,
<br />is-
<br />�V_
<br />,
<br />Ir tr
<br />� _:__ __F __
<br />_T3 3;
<br />-
<br />-7- -,--
<br />3.7
<br />__ -
<br />i2l� lY
<br />-
<br />--
<br />Ir
<br />-
<br />—
<br />Ir
<br />-T;�-
<br />� �1
<br />I.V
<br />-Tz,;-
<br />-W-
<br />—
<br />Ir
<br />-;3�--
<br />-:,,,H3
<br />—,,,'
<br />P,7� -
<br />13,
<br />Is.
<br />lr
<br />7F-
<br />is-
<br />13,
<br />13*
<br />I I I �p
<br />16w)
<br />r
<br />i,3:--
<br />3�
<br />3� 1.3*
<br />13'
<br />1 1 i/2'
<br />-2 (BOTTOM)
<br />_132-
<br />13,
<br />-11
<br />IY4-
<br />Ir
<br />_iL_
<br />Q,
<br />_i2:__
<br />Is'
<br />_-2:_
<br />I,.
<br />__L3�_
<br />13"
<br />, _L _
<br />is'
<br />__!_ _ —
<br />13, Ir
<br />-
<br />;31
<br />1
<br />3 )
<br />__!_e._
<br />-
<br />W -
<br />--
<br />t3l �
<br />it, 1/2-12
<br />__
<br />1
<br />Ll�w
<br />LL�_��
<br />I r ly
<br />__ -_
<br />± Ile a 1 4 -12
<br />!___11_e i *7� '
<br />Is- Ir
<br />IP2 12 1/2
<br />ir
<br />-
<br />..—
<br />-
<br />—_
<br />8 ',/A-
<br />___
<br />8 Ile
<br />-
<br />- 112
<br />1/2-
<br />t2 1/2'
<br />9 1/4-
<br />__
<br />7 i/e
<br />_� -_
<br />T2 Ir
<br />-
<br />Y IT
<br />—
<br />—.---
<br />- -
<br />-_
<br />6 Ile
<br />7/4
<br />3 (acirtaw
<br />—
<br />ir
<br />_",
<br />Or
<br />-
<br />0-
<br />—
<br />-
<br />—
<br />a-
<br />-
<br />87----,
<br />",
<br />[
<br />a' ir
<br />—a- - -
<br />� 7___
<br />-
<br />' ,
<br />a' a.
<br />--IF- -
<br />11 I'-
<br />—
<br />w
<br />-F-
<br />-
<br />8*
<br />--
<br />a'
<br />- s-
<br />—
<br />7 1/2*
<br />�
<br />-
<br />5 I/
<br />a"
<br />1 1/2"
<br />� 1/2�
<br />0, Ir
<br />'.
<br />5�
<br />4 cw)
<br />_K
<br />r
<br />_
<br />-
<br />—_
<br />13*
<br />Lin_
<br />___!:_
<br />a,
<br />"___
<br />-
<br />__�:_
<br />�_,�_
<br />-
<br />_
<br />a
<br />---
<br />-
<br />- _e _
<br />-
<br />_ W_
<br />—
<br />-
<br />i_,_(wm36
<br />____
<br />13,
<br />_____
<br />13.
<br />______
<br />13*
<br />_
<br />is'
<br />11, __
<br />_
<br />Ir 13*
<br />--- .- -
<br />1 13"
<br />Ir 13"
<br />:__1_s_
<br />1.
<br />____
<br />Ir
<br />-.—,
<br />Ty
<br />1Y
<br />is'
<br />—
<br />ill
<br />__!��__
<br />- 2:+L_2�_
<br />, —_
<br />ir
<br />__
<br />____
<br />I .
<br />__!sL_
<br />ly
<br />-7
<br />__� ___
<br />Is.
<br />_
<br />_j�r_
<br />ly
<br />__
<br />-iT-
<br />---
<br />_i3�_
<br />13*
<br />__
<br /> ---------,--
<br />-_
<br />_j_�:_
<br />13,
<br />Is.
<br />__
<br />__T_
<br />tr
<br />Is- Is-
<br />_____
<br />_,_!_1K_ __ I r -
<br />13, r
<br />T
<br />- __ -1-
<br />vr
<br />___
<br />Ir
<br />_
<br />Is-
<br />-_
<br />112-
<br />I/sIL
<br />__T_
<br />i I 2
<br />5 UOP)
<br />S (WITOW)
<br />i�___
<br />-
<br />.-:T--
<br />is.
<br />—
<br />1�"-
<br />�
<br />- T'IT".
<br />-.--t-
<br />..
<br />13
<br />!-3'
<br />-1/
<br />� �e6
<br />.
<br />13 __
<br />..
<br />Ilil
<br />i �
<br />ly Ir
<br />�___
<br /> - -
<br />13� li�
<br />i
<br />.. -
<br />Is
<br />'r is*
<br />_�_ , �
<br />3� is-
<br />Ir -
<br />--i"�'
<br />I r -
<br />-,i3;--
<br />_13�_
<br />-----IF
<br />li
<br />---I-
<br />-;k-
<br />__
<br />-
<br />6
<br />. ,
<br />1
<br />6 llel&
<br />/iF
<br />i 174�'
<br />i 114F
<br />T Ile
<br />-
<br />-
<br />� __ �
<br />6 1/e�
<br />0 l/e.6
<br />(907.**�
<br />Ir
<br />5�
<br />-
<br />Ir
<br />`�"
<br />it) 1/2,
<br />Ir 7^
<br />13, 7'
<br />7 Ill
<br />Z 1/2
<br />131
<br />--
<br />4 i/2'
<br />I �
<br />I MR)
<br />TI—BOTTOW)
<br />i 66�)__
<br />2 (BOTTOM)
<br />3 (MR) - >W-8'
<br />3 (BOTTOM) To
<br />—
<br />4 CTQF) -
<br />—
<br />4 WrIOM)
<br />5
<br />EM)
<br />i -
<br />---
<br />13,
<br />'.
<br />ly
<br />13,
<br />13'
<br />6 1/2*
<br />jr
<br />S 1/2*
<br />9 112' a 1/2'1
<br />Ir
<br />5 1/2,11
<br />(TOP)
<br />>S,-Or
<br />TO
<br />0*-V
<br />I
<br />I
<br />_____ -1
<br />13,
<br />-5-
<br />71
<br />—5
<br />Ir
<br />"'.
<br />IF-
<br />—f/2
<br />ly- 9 1/7
<br />_�-3- - -
<br />Ir 9 1/2
<br />—13 —I
<br />10 1/2
<br />-7 -i-/2-
<br />7 4/2
<br />-i -1/2
<br />-
<br />Is'
<br />-
<br />IF-
<br />'�t,_(2_
<br />��
<br />Is-
<br />7 I/P
<br />13�-
<br />--i-37-
<br />—13,
<br />-I 0 1
<br />13"
<br />10"
<br />It*
<br />Is-
<br />6 1/2,11
<br />(BOTTOM)
<br />-
<br />".
<br />1�
<br />Ir
<br />13"
<br />1'�/2*
<br />ll�
<br />___
<br />i 1127
<br />- --!!:-.
<br />71/2' 6 1/,V
<br />5 I/rig
<br />(TOP)
<br />__
<br />7�_
<br />
<br />14
<br />'--
<br />�o
<br />_TF_
<br />7
<br />--T3;--
<br />-
<br />- ir- -il-iii
<br />_Fo -1/2
<br />- -
<br />=r
<br />__
<br />'
<br />__
<br />-
<br />r
<br />1.
<br />-
<br />13
<br />_13�_
<br />_
<br />-Is-
<br />2:_
<br />a 1/2 -
<br />—
<br />T(amov)
<br />VF
<br />11 131-1.
<br />-
<br />-
<br />r
<br />-
<br />a
<br />—
<br />13"
<br />i ...
<br />r
<br />7- -
<br />-
<br />a-
<br />—
<br />__a_
<br />71
<br />[13
<br />_
<br />-IY
<br />I'_
<br />g " -
<br />12 1/2
<br />____
<br />B_
<br />.
<br />a"
<br />-i
<br />".
<br />___
<br />I:r
<br />_.
<br />is,
<br />12 I/2'
<br />5 1/2'
<br />--
<br />__:__.
<br />i 13,
<br />4_1 72-
<br />__ __
<br />. 137 9 112
<br />III Ile 6 1/4-12
<br />7* i-I I-e
<br />-
<br />-6 - ---
<br />___ —
<br />1 ir to 112'1
<br />13' __ 9 112
<br />112',$ I/e
<br />- - A.
<br />-1 -_
<br />_,_L__�
<br />13- ig ,/rIlo
<br />10 1/2
<br />-
<br />1 1/2'
<br />-
<br />T�12
<br />—
<br />t/I
<br />771!2
<br />7 1/2
<br />-
<br />_____
<br />3'
<br />-_
<br />__: __LIL
<br />-,sr
<br />—
<br />---r
<br />0, 1/4'
<br />5 1/2'
<br />—
<br />_/rj
<br />8 2
<br />I/
<br />6 1/2'
<br />6 1/4'
<br />5"
<br />---
<br />-,
<br />—
<br />-
<br />-T3-
<br />---I—
<br />__
<br />T7 llr
<br />__Ll -
<br />is,
<br />___
<br />-
<br />13,
<br />__
<br />_-Li-
<br />Is*
<br />-
<br />__i0__
<br />to'
<br />I -_
<br />-ir-
<br />Is,
<br />_1F0_
<br />10-
<br />_F�
<br />-LI:_l�!:_
<br />,
<br />_1!:_� -
<br />-E-
<br />Ir
<br />—
<br />-
<br />a I/Z
<br />_.
<br />3
<br />_ (TOP)
<br />�2 1,;i�
<br />�Z 1/2-
<br />i 174'�'
<br />W $_/*�
<br />ii'T1Y
<br />12 1, ,
<br />- 1 -
<br />6 Ile
<br />6 1/4 -
<br />3 (BOTTOM)
<br />---
<br />7 1/27-3-
<br />*
<br />_;,��
<br />��
<br />-
<br />- -1,
<br />—a
<br />,
<br />r
<br />—6-
<br />__
<br />- .
<br />—I
<br />_
<br />r
<br />_v
<br />__
<br />-
<br />__
<br />"
<br />--,---
<br />0-
<br />e
<br />-
<br />4 1/2' 3 Ile
<br />- �
<br />r� I/ -
<br />a `4`
<br />I q�
<br />H'--
<br />-
<br />4 (TOP)
<br />4 (BOTTOM)
<br />is.
<br />Is
<br />is I/rl
<br />Ir
<br />Ir
<br />Ir
<br />lo,
<br />Is-
<br />I
<br />1 ,o*
<br />it' 1
<br />3 *
<br />*
<br />5 1//2*
<br />$ (TOP)
<br />13' I
<br />7F
<br />__F,
<br />I.
<br />-
<br />13,
<br />.
<br />I -5
<br />tO
<br />13, ; ��
<br />: 19 1
<br />__
<br />/I
<br />1�
<br />31
<br />I I
<br />i �.plr
<br />I
<br />I Ta,
<br />_7___
<br />Is"
<br />is"
<br />-_
<br />to'
<br />—
<br />Ir
<br />I LRi
<br />--t- _
<br />...
<br />I it' L
<br />le'l
<br />,�
<br />_�� :
<br />e t z
<br />��-
<br />,
<br />5 (BOTTOM)
<br />I
<br />I.
<br />r
<br />I
<br />T ,F
<br />ir
<br />Is'
<br />f, 1/2'
<br />13'
<br />18 1/2'12
<br />I _
<br />1/2'16 1/2-
<br />_
<br />Is_
<br />Is-
<br />, ,/2-
<br />15 112-.6
<br />_
<br />(TOP)
<br />-
<br />-
<br />I -
<br />6 1/4 -16
<br />-
<br />".�t
<br />" ,/"� -
<br />. "
<br />/ " /
<br />i
<br />-
<br />1�le
<br />dellele
<br />---
<br />'i --
<br />--I
<br />r- -, -
<br />-
<br />I
<br />_
<br />. ". ,
<br />L _
<br />sa sHm it Fop or.m Tm & spAcIR; too kpAUATmNs wm wow rmw wamom
<br />0 "KW AWNAIR SPACINGS AhV "MIX WIDE MIANCE ARE WDKATED ON THIS SCHEDULE FOR ED,
<br />LOSS THAN INMIXTED ON WHI'DAE REDUCE ANCHOR SKAZING irk NATWILYND SWINGS VAD04 ON
<br />SCKDOLE W 14 TOLLOWIM FACTORS. fOR THIS OPERATION TO BE POSSIDUE. REOVICSO SAACM
<br />OBIAND) USING FACTOR SHAU WOT BE I= TIM JAMMU SPAC-0 NOUM FOR EACH ANCHOR m
<br />ON INS SCHERU.
<br />-_
<br />^.
<br />I I/ek 1/0,
<br />1 'IlelK
<br />ll�l
<br />AMCHOIt TIM
<br />_
<br />"171�2 -
<br />___I/0R
<br />� _
<br />_�__
<br />,"-W
<br />_ 4a.ki- _
<br />I val 0
<br />__ _ _,
<br />=
<br />__ —
<br />-iMMYU ANI SPACING (I.,)
<br />3
<br />3
<br />3
<br />!
<br />. 1;!!
<br />I
<br />pmcwm w
<br />3
<br />_
<br />3 TIr
<br />r I
<br />., Air
<br />�
<br />=;M en 11= W,
<br />3
<br />31
<br />I ,,W l, wi
<br />ji i/2-
<br />,l
<br />AMIJAIL MIX MWINCE ".)
<br />FACM
<br />�
<br />---I----
<br />-
<br />- —
<br />-
<br />:- - I--
<br />- -
<br />__ -,-.- --t-1/2.
<br />.
<br />-1w, - - - __ - "
<br />--l- 2_____
<br />.
<br />-
<br />- -t----
<br />—
<br />0,110
<br />__ � ,-
<br />-,-
<br />.
<br />I'M
<br />-
<br />. ,AS
<br />-
<br />__ ________r_ __ ---- --
<br />-
<br />Ill
<br />—
<br />-
<br />-.---
<br />,
<br />Ito
<br />__ -
<br />I uw
<br />_______L18:
<br />spAmw ONLY v" is USED SEE T-6&E # i FOR MAX, A.S.D,
<br />==4) LIE
<br />I- DESIGN LOADS & VAX, WEN SPACER 0 15 �EEL
<br />I
<br />mu
<br />11 A
<br />A&D. OEM LOAD
<br />MkWUM PANEL
<br />LERM
<br />40 IRSFOR LESS
<br />v-S,
<br />> 40 PSF TO 50 PSF
<br />61-2.
<br />> 50 PSIF TO 60 PSF
<br />I
<br />5,-Icr .
<br />.
<br />A MAX, PAWL LENGTHS ARE ON�X VALID FOR INSTALLATIONS
<br />W1 SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- O,C.
<br />I—
<br />__ - -
<br />7_ __ __ ____ ___ __ ___ - - - - -- ANCHORS (SEE SECTIONS * ALTERNATIVES ON SNis7S 13, 74. 15 &161--- --- - ________ —
<br />i :
<br />1 V' MAX, R-ILA/113. R-2A/13, R-SA/14, R-111/13. R-211/13, R-30/14, 3- MAX, :
<br />I I' MIN. +R_IAW/15� R-2AW/15, R-3AW/16, R-181l R-20W/15. R-30W/16. I -
<br />____,41__ `�_,
<br />D.M.,(�'_ �
<br />� - I I .
<br />I- ___.� I------------ -__ ___ __ ___ __ ______ - ___ ___ ----- - __.,____._ -
<br />------- ___ --.,-, t_ - __ _ =-..
<br />(D Or 04 __ I
<br />0 � 0 0 0 0 0 k�
<br />� , " � 6
<br />1 1 �]
<br />�,
<br />7 — — __.,_______.__--T---------I
<br />_� t ___1 --- ----- ---- - ---,-- -j----r-- i �
<br />F_ � . -, l ' � I L,j -T-11 .
<br />--T--T- . h, I I i , , T --- � ----- I I
<br />- I I i I : L : .
<br />i i i � i I
<br />7 i I I i I I ,�! i �
<br />1 !� ! : I 1 � �
<br />,I
<br />i I 1 1
<br />� .
<br />i " � I I I I I ! i
<br />1 1
<br />I "! � � � F
<br />� � � I I � . I
<br />1 f ! i '� � I I L I �
<br />I c ! 1 1 1 L/2 :
<br />� 1 1 1 I
<br />, , I I
<br />I
<br />� - , 4 . , , . . ,, , I
<br />I I w I ___�
<br />. : a I : �
<br />� I i I i , 'T i 1.
<br />i t : I 1/44_2G.T'�S-ST SOVIS I J I � � : I i
<br />r . I I I
<br />� ; f /�,_ (USE FOR PANEL � I r I i kw.
<br />I I i � , , � i � OVER 7'-G� � \ l I i � 10 � , � � I ; I PANEL LENGTH
<br />3 ,
<br />11 I I
<br />I ) � � . � I 1 W-8, a +40.0. -40.o P�r,
<br />I � � K i
<br />i t t � REGULAR STORM PANEL 1 � I 's,� ` REGULAR STORM PANEL : (
<br />� I I � I . I Wl OVERLAP MID PANEL LENGTH BOLT)
<br />.-. i --- — 1 ------- ; , � - _ j T
<br />"_,
<br />7 � � i � L L
<br />I � .---.Ir- I 'I ------- ______.,__..
<br />- - - - _4_ -- - I - _--__0�_"1___ I �
<br />I I i , oe" , � .
<br />.
<br />� t � I � � , - , I I � � � � i � , . i -54.a P.ef
<br />� I I , , fT WIETY STORM PANEL I . 7'--V 0 +W.G.
<br />� I L I � I . .11 l I t I . ! (W/O OVERLAP WD PANEL LENGTH BOLI)
<br />; 4 .� � . 1� - . I -1 � �. - - , I ___, I- __ - - � - . . It- - - - � -
<br />, t q
<br />i I . __ ___ I -- �� ,11 -1 , -, 4 % I , !:, i - - - , 'I 1- I I __ I - - 11 -- �,
<br />� , � , I 1 � I
<br />I )� , � � , I . 7 : ---�,-7 ' - g'-- - — —
<br />A I ' :_ '_ , - I . , � I I I - I � I I I
<br />: . 7113�.i� I '. , I/-'0_2GkI' I � 5 _4� - - - � - - 1 ------------------ - _ - - �, , __j _ � AT ALL MOUNT04CS
<br />. - ,
<br />I ', � � � I I t
<br />L &S - i , � "I i i i
<br />I � I / .: laRV � I I : � I
<br />lz AT , I I - I j
<br />I � I 1 1 . � 4 � I �
<br />I
<br />[__ [_______,1
<br />I
<br />I - I I . I
<br />I �
<br />__ - - - ,.,� I- - . I 1 �_t____ _ - - --.-- :__ � -I--- __ , � ___1L � - I-— e i
<br />_._____------�1
<br />- -1. _[T L --'-- L , -, I .11 -, - -
<br />- -, - _ �__ --"--, __" -
<br />- , I----"- --;, _7_� - - 1, ---- --- 7 L � I r ! i L/2 i
<br />-, '7- ' I - ---' Ir � - - , �, , , t � ,
<br />, � : , I
<br />� � I I i
<br />i " I I " i I
<br />. I I � & i - --- - � - -,-- - �_. _'� � - -7 � _4 �
<br />I � I
<br />I + ` I , ;, i I . I - I i �
<br />, ,
<br />I , I I
<br />I � � �r t- 1._�_ I ,
<br />____ - ____ - - , - - ----- 1, � _ , __1J___.._,L - __ - _______ I ��'� . _1 --l- , _-, � 1
<br />, - - 1-- I-L-
<br />—_ _____
<br />I - __ _____- - - - _ +______________1_._..__.1 l_,__-----
<br />r , ;
<br />__ I --- �_____ _ - t- =--,------,--- _-__-- - - -- - -- -- 1, , I I
<br />�,_ LL, - ' 'I ... - ,�_ ---,.---�-�---�,------,--!-�--�,----� --------- !! ir
<br />: I I � , � I : 2 L:�� T , �
<br />I j 4GfGM V W46- � � � : .
<br />I I '
<br />I � I � __ yiON 0 LIFE SAFM- 1 - I I I �
<br />; . � : It 11 I - PANEL BOTTOM CORNERS v 0 � X., ; � I
<br />� X, � I �� I ,I I w i i � ,
<br />. I I I t I
<br />D.Mll(��,.__ —__�; t- I I -A_.____ ___ ,_I___ t
<br />� �- . i� 11 . -1.
<br />_DVERLAP_� . �
<br />(� I I - - I . , .
<br />01 - - [*WNG NUT At__l EMER10 i I- __rNa NUT AT t I i
<br />_3� MAX, LEFT PANEL MIGHT PANEL 3- �a_� i I
<br />Ith. I
<br />1, kM,L
<br />� I- WIN, R-IA/13. R-2A/13, R-SA/14, R-i$/i3, R-2111/13. R-39/14, I I I
<br />I
<br />I
<br />I R-IAW/IS, R-2AW/15, —il'. I . � I I
<br />____ _____.. _-, . , - - __ - - _-ANCHMS (SEE SEC71ONS J, ALTERNATIVES ON SHEM 13, 14, 15 &16) ' L - 1 .11. _ , '' . . , - -, _
<br />1/4, Mu. GAP
<br />- T__
<br />Arl LIFE SAFER SIORM EANEL (1) ELEYAT-19N M � I
<br />, ;
<br />Rs SCALE 1/4"-l' I
<br />, �
<br />I
<br />,1 __01 REGULAR ;Lm, ; Cl I REGULAR
<br />� STORM Rva (ON 04�1�t,_�tpu VALLEY) STORM PANEL �
<br />216_1'121�1111 - -------- . _ '� � , '"Im"41", 1
<br />___1 lmt.:q�qmt�z__ - _____ - -- ---- - 4xt"_ I,& - - ===�_ ---
<br />Ile ,� - � 7_� ��� ----------- ___ 4R\,�7,71,`�
<br />Vr_�\, ___ , �_ � 2 -�� --- __ ____ .. ........ I -*'I- - _�� IV -
<br />00 _� I _� ., -
<br />\ _ I .. 63'r 15's " I
<br />-, 1: \ �i_____,/ "L, - . - , - ! -
<br />- ;;, " " 7- E J
<br />, _�___.__ �_____ - . - __ .1. , �
<br />_=====_ :1 � �__= ___�. - - __ _� = - X_; _
<br />: .... , .E I'll, �
<br />= , 1 = 0
<br />-01 ,
<br />z *. * , = -1 -1
<br />LIFE SAFETT PANEL 3LI--, su" - : * S2 FLORIDA BUILDING CODE (Non High velocity mu tcOne Zone),
<br />I
<br />1, A INC. 24 GE GALVANIZED STEEL STORW PAWL FA
<br />EXIER10 - '(DRIOP, .--' I DIAK. By,
<br />" 1.1111"...,* -
<br />F. L,
<br />. — GLOUL PROTECTtON PRODUCT% U.C. '/'.,/T,"
<br />- z �__ �__ �
<br />1-0 sm. N S"M -
<br />599119N A -A vez. - aswzg . w
<br />SCALE I/e-l' .A,g -.. PfNly OAmr, n. -44,
<br />,,= 20-175
<br />_%.z__p_ 11-1-1 moc, (mlittl fAx Opt_)M-m? DAIIIll -
<br />pm %Aj,,iN;NAiVMqIlATE , CA-00wis � .� J: i .1-1 — 1- � 12 of Is
<br />. . m=,m -�ipa,- I � , I -
<br />__ - m
<br />-
<br />INSIALLATION 12ETAILS EQR LIEE SAFETY PANEL (1-l-)
<br />F
<br />INTO WOOD
<br />I
<br />, " -,� =-'. 11-1. - - ,T-;-,,1�- -T
<br />�': 7- '. ,, j - , �, - _.� � - ,", , , '� l - I � , ,, ,',T -
<br />, � � ., i I ) , �', I
<br />, I ,� �. �� � ", I I I � , . ___ � ___�MtQ I - � , I
<br />�, � —. � - , -- - - ". � , -1 - i I - - 1, , iii
<br />- ,� , i 71 HrDEk
<br />", - 0 - I , n �, �;'�'.�' 'f',� HEADER
<br />, 000 HEADER I . �." �,. __ �,i,� ; _r EAGER w 11 _=
<br />� , ,� -- - , _�W -,,-- - , I -'r , "- L _:.. � - �
<br />I � tWl � � � , - - 1>< �_ ".. ��, , , _ ,
<br />, - ��, 1. ,
<br />, "IH
<br />I I , . � [ ,IT' �, RED ��, - ED � - _ 11 RED
<br />" - I " , �/ , 1�1 - I , I
<br />f
<br />I . I - -, �, I � . , � - - � ; --- : ; ,_ �� ,
<br />I !--.-
<br />1, - ;I_ I I - I - - . I - I ,� ,� - L r i
<br />� - r , " I ��A -_ -- I __1_1 - I �
<br />. k"i, � _v'# IA�� � ilef TAPC(N I _# TAPCQ
<br />I/ : , �' t',, _�44-# TAT��t - ,I - I � -_ 16�%
<br />� t� � - �`, , ', I % ,� �
<br />4 � ' I I 1 � .�
<br />� I � ��' , k I 4
<br />� I
<br />I r � CC.- . . - - I , , 11 0 lot C.0
<br />� i , I 11 � � � - . . .., " I t,
<br />'i � ANCHOR 0 O' OX
<br />. , , , ii i i I 11 ''I � I 1, i �
<br />I I Y �L I - I"- , . T!
<br />� ; . I - � . I - � I � I ;1�
<br />I ,� I �, I . !! �� I . �� I 1 I
<br />W" I /I 10 � ? �� �, � l
<br />� � I" - - I I , 111) 1 I . -4) I i _-02
<br />r % � , I �
<br />" ! I I , 4) � I . I ', I
<br />, I ,
<br />v I -1- �
<br />, � , t" I I .
<br />J.�
<br />, ,ie ftei�4. - 1/2, '/A- �_� iv �a Sm*.1iD tfl "" -,e W" . � - IJ , - ) �c fm** 0. -�, P ,
<br />I , -,/2, v . , �p �, , I Ile
<br />I I", . , I I MAX I . I 11" 11 - / , � , , �, : � "
<br />; 1r, � I , I , , 4�'1L______1 � ,,, 1 �,, � � , v&_____
<br />, I, ,
<br />I
<br />� ____ _1._____ I � I � ., ,,--------I � � I , ,
<br />� � " g,� \ I I I., ; �. , 2. I
<br />/ 2 , i ; , " ,
<br />��
<br />I
<br />� � I - I I , �
<br />, , , i � ,�, -
<br />I "I I I w
<br />, � , 1 wr 1� F t
<br />_� - � v
<br />- k
<br />- L,
<br />, . I .1, 1 i " . , �
<br />I ,, ! � � L'�, ",,r I I I
<br />� � vi ; I �
<br />. , , I : ! 1� � i � ,1 I
<br />i
<br />(
<br />, � ; i � , - 11. , I
<br />, � ! I - . � I i
<br />� .., ... I - I I . I �
<br />� k, I . I � ;
<br />, I I i I I - :
<br />I '--' � ! I �5��I' __ - � : �_c
<br />am -,a) I f 13 i A I , t I �_,)
<br />- �j __� V .
<br />m 9 I ,J.'.-�I' R i : 0 1
<br />, . I- '= I - � 1-1-1 I I'=
<br />, ye�,- - Z.1., �._. .�.p
<br />, �__ - i,lk - ...... r 74--
<br />-
<br />, � a � 11" �
<br />� I ILA 1012,R0 , , � I I
<br />01- " -01 11 I -6Lmu4_ , � " I L, , _ I I � i
<br />Ow"4, 1 -1 - _f - i . � , _11 I - , I �, I A' D,
<br />, v - ____ -
<br />, - - i r i . - , , " , � --- � &% 9* Am I
<br />� __ ��, __ - - ,�, (witniliftm WO-0 . 0 1 Lam VI'm Ir-In zvpi I
<br />t0apo CAN'r-ir) I 1 - - -
<br />�11 I 0 -, * v 0 4 � "Ll
<br />.11 I � MA); 1 I Mo.
<br />-t =n . p ,_� �� - -I- - 6- PANEL LENGTH
<br />0 - I � .! I q__ � , vt�, - -- -- = L_Ir� � --- r AN9, LENOIN if I'll, ,----! � 41 __ ; IV tift. IL- � --- � .1-11
<br />I __ - ILI mu_ "' OFF ELEVATOR I : (SEE ELEVATOR
<br />� PANEL LENGTH 0 1 -1 I
<br />11 �, I 9 PANEL LENGTH
<br />I A i - .- ��, "" I
<br />,j__ � I T_ - - - ' I ON "'M 1g) I— -- 11 --- � - - _T -1 sw,�� .--"-4-___, ______ Oil SHEET 12)
<br />- __ 7e - ;� . I(SIEE ELEVATION 9 I I,
<br />ff I.-
<br />- 10 � ') 0
<br />1 �DN SHEET t2) it j � 9- � I I
<br />9 r Kim,
<br />I
<br />I a- __ - - � -- -1--1 , ____ - -, _ _I__ � I
<br />3 V mi,,. I � - _%Il� - t! T----1 fl- SEPARATION --- I . __ 1-1--l-1-
<br />9 - -_ -- - -TO GLASS. : i iL_�___ - I -0
<br />vr -SEPAPAT&N - - .. � I I- il _ 9 "".11 � I .... 30 I. MI.. I u
<br />it I* GLASS, ! <D L/2 EPAFWJON k T, t � a I",
<br />III t . R TO GLASS. 6 . � � it I i Ill -SEPARATION - '.
<br />I I I 30J
<br />1 J`1/2 0
<br />� L____j , : � i .�
<br />I 1- , -@ i
<br />J .44 I i I
<br />i
<br />I
<br />., i I
<br />f _ - ��, 1 :2-177 I f I ,/r, I 1" _1� - - - - I I �
<br />ED. I- I I Ea. I I
<br />- , I : ED, t2; = I I - _� I� I I_ __J,____ -I �,
<br />. , i ,
<br />1 :
<br />P� I J.,
<br />I
<br />- - mku;r, # z: �l f- � 1 & -
<br />''I
<br />, 7 ! � I
<br />0. 1� 4 I � 1 , ,� , - ,--- - j� - -_ EIL � - - - I - --- I FOL ��, _,_ " - T 1 /2 , * -,--,-_I_ - -_ ,
<br />-f I 4� , �
<br />I I �, — I WR, .
<br />� 1'.
<br />, 5 - ,
<br />� ; I � � ,. I � - � i I - . . -ki
<br />.. I
<br />I i i , I z � k "I'll ,
<br />,
<br />I . � I I - I I ; /2* �". 4-1-� .
<br />I , � � !�� 1(�) 2'.4, WOPP ". �, � � � I 'K HE, w ..
<br />1 w - L, �, ��
<br />I ,
<br />7 , , �- H, _11_,� , , ,-- ___ �: 1 q I I " �� i WAIT
<br />, I � � � I � 1�� I d � � , " PLATE � ,I i "I
<br />'!
<br />!!'
<br />� . � I
<br />I � . i I REWIRED p 1/4'. TAPC" , IV.
<br />I -0 TAPCON - ! , ; I � � I I . - i 012
<br />�,
<br />1 1 -1/4 � t /A'* TAPOOR . , � ___ . - I
<br />'i
<br />� O'C' I , - HOR 4 9, 01C. " � , t ) , ij� ANCHOR 0 9- O�C, UTE: , , �
<br />I � ,- �- -� 1. I i -_ - I , It . _� � L "
<br />",Cw ... " .... � 1 , I
<br />,.
<br />I I '.
<br />I , I , - I �]
<br />- 1) REOLARED , ,, ,,
<br />� . !; 1 � ; � _ i�
<br />I=;APCC"
<br />I I SIAGrEREn Wl STU I � , .l, STAGGERED W/ SILD � I , , __j . v O.C, I
<br />"
<br />-1 I
<br />� � �
<br />; . � � ,
<br />,j�
<br />I- . _0; WOOD I �,___l 1.1, ,- -2114 wow - ` L f i : , ,
<br />I . PLATE ,: J l ; � - -
<br />� �, I
<br />j��
<br />"I , 1� � � � I ; I I
<br />I TIECUJI � , I
<br />". - . I 11 ---. - V_Iv� - REW"RED ,-,,.., , --'-'I- I _11,11-i i I I
<br />�
<br />� ,
<br />, � � , I - � -, , ! I
<br />__11,.__,1____L - I
<br />& -8--m --
<br />tjmmmyL "I'll, -1
<br />effilff ,-,,IS ETY PANEL 0 RE01AAR EAN 6AULWASMINX E L
<br />NAU-MWIM 6104010111"Al" MLW�
<br />mur a/a-l- ,/'�.. .
<br />"p..; V. �J!4;241N.
<br />/#L-F EN " . . FLORIDA BUILDING CODE (Non Nigh Velotzi� HurrIcane Zone)
<br />' ' *� R302" Th.11110, W. F",
<br />f : 144167 1. It- 24 SAGE GALVANIZED STEEL STORM PANEL
<br />1. INSTALLATION ARE DAILY VALID FOR AS.10L DESIGN _= � *. * ; __2! �11
<br />PRESSURE RATINGS (p,.f AND PANEL LENGTHS AS S *'. * ,� - 11_ � I - -_ -_ - - - \
<br />/ "/V/U"
<br />PER ELEVATION ON SHIM IL a ,'. STATE U PRODUCTS, LLC.
<br />__ I 1111-E-C-6 .-.,. % GWBAL PROTECTION DAm-
<br />., -.,.--
<br />2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD S - . TRIJ q Cow- 4m IN. 61 SOME? -
<br />-
<br />� " ?T'.13 , E, � A W== m WKA NAIL rL 3U,4
<br />MEMBERS TO FIE SOUTHERN PINE No 2, W/ SwpEciRC . "I
<br />- 11 20-175
<br />Z! %=i
<br />DENSITY OF 0.55 OR EOUAL. �;;.?T'.13-
<br />PHONE- t-�4ww-no. fAx Ot"A'Se-eni,
<br />. - — _____ ____ - - -_
<br />of�
<br />I,Nl Dow'* PE
<br />,_ CA_ A , - 1 '4-1 " 1 — 1 -
<br />"a J�, -
<br />__ U. -47- , , I 2 I
<br />.
<br />(VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />MAX. ALS41
<br />DESIGN
<br />PRESSURE
<br />RATNU
<br />(p'.6
<br />-
<br />MAXIMUM ANCHORS SPACING MR WN CDL PER SCHOULE WIDW *
<br />ARM"SUE
<br />TO SECTIONS
<br />III
<br />MAXIMUM
<br />PANEL
<br />LENCITH
<br />.1.
<br />(it, )
<br />MAX, ALS.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(F..7)
<br />"IMUM ANCHORS SPACING MR MIN E,D. PER SO4MLU BELOW *
<br />APP
<br />10 m
<br />MA)RIMM
<br />PANEL
<br />LENGTH
<br />1.
<br />(it)
<br />TAPOON I
<br />M,tD-SS
<br />PANELMAT'
<br />PANE
<br />I
<br />_-,
<br />P '
<br />ZkYWAC mmum I
<br />—
<br />-w
<br />TAPCON
<br />SOUD-SET
<br />PANEWATE
<br />FEMALE ID
<br />I JPMSAATE
<br />PLUS
<br />zmw_wam
<br />CAILK-114
<br />,1 LY
<br />.410.m
<br />10
<br />9=11
<br />...'Ov.1,T'w"
<br />To
<br />_
<br />10
<br />�
<br />:ix
<br />10
<br />—
<br />To
<br />.p
<br />;;
<br />—
<br />..."MCK
<br />OF THEM
<br />----F=
<br />.-
<br />-
<br />-
<br />I*
<br />CONW=
<br />loom
<br />To
<br />colcommommix
<br />---
<br />TO
<br />To
<br />—
<br />-
<br />10
<br />CONCRETE
<br />V
<br />1��"Er
<br />>.65, -1.5
<br />TO
<br />.75,-73
<br />Ir
<br />Ir
<br />137
<br />13
<br />_jk
<br />,__
<br />137
<br />,
<br />".
<br />Is*
<br />Ir
<br />Ir
<br />Ir
<br />13*
<br />lo'
<br />I CTOP)
<br />-
<br />,._r
<br />OR
<br />LESS
<br />.75. -75
<br />TO
<br />.11111-ma
<br />11 __
<br />`Vw-
<br />5*
<br />13,
<br />__:!
<br />--ir
<br />§
<br />�
<br />I. 11
<br />__!_
<br />—13;-
<br />r1."/,.
<br />,r
<br />—,I- -
<br />0 1/2.
<br />—
<br />IF
<br />—Is'—
<br />t_,/!�
<br />1-1/-1*
<br />1-1-T
<br />_L3II- lil�_
<br />—
<br />W-6,
<br />A
<br />-
<br />v�FiTl;_
<br />ir
<br />_
<br />is,
<br />_
<br />-
<br />IF
<br />"
<br />—
<br />—5- -
<br />-W-'-
<br />I F_
<br />-
<br />' ir
<br />-,3�_
<br />—icr -
<br />7,ce—m-)
<br />4-
<br />I
<br />I
<br />-
<br />91
<br />_�
<br />-T3�_-
<br />'.
<br />it
<br />---
<br />i (BOTTOM)
<br />-
<br />ly
<br />—
<br />it*
<br />Ir
<br />13*
<br />".
<br />Is-
<br />---
<br />TF-
<br />-I F-
<br />-IF-
<br />-I
<br />�
<br />Is-
<br />- -r—
<br />1 v
<br />"
<br />—
<br />tly
<br />_iF_'_T_
<br />I r
<br />-j7-
<br />1/2-
<br />6 1/2'
<br />7 1/2-
<br />sk 112-
<br />Is-
<br />_ :!-,42-
<br />2 m
<br />Ir
<br />it'
<br />1137
<br />is,
<br />13,
<br />is.
<br />13*
<br />13*
<br />13r
<br />tr
<br />Ir
<br />Ir
<br />lar
<br />2 (BOTTOM)
<br />is-
<br />i r
<br />ir
<br />x;_
<br />a I/2 -
<br />ir
<br />i-qF1=v2`f-,72:'
<br />T3:_ei7rY-(awW
<br />.—
<br />137
<br />it'
<br />______
<br />13,
<br />13,
<br />-
<br />ly
<br />13*
<br />Ir
<br />is,
<br />i2'
<br />13*
<br />,..-"
<br />I 137
<br />1-umiff-
<br />_;_3__
<br />-F-
<br />"'
<br />is-
<br />�__
<br />P,
<br />—
<br />Ir
<br />—
<br />14-
<br />----------.-.-
<br />9IJ2'_I-"
<br />2112"10112'71lr
<br />Ir a-
<br />
<br />TFOP)
<br />-
<br />—
<br />1.
<br />8,
<br />E��__
<br />,��
<br />_�s�ll:
<br />ij�._
<br />__ -
<br />__�- _
<br />'.
<br />I -
<br />,E
<br />i _n� _ �
<br />I -
<br />_ly-
<br />12 I/2'12
<br />r
<br />
<br />6*
<br />3
<br /> -
<br />IF
<br />_a�:_
<br />6 t/4-JO
<br />112'
<br />—,
<br />or-
<br />- ___
<br />,�.
<br />__F
<br />Y_ -
<br />, ly
<br />__
<br />Ile
<br />6 1/4'
<br />'
<br />—,
<br />.,
<br />____
<br />a-
<br />,��
<br />_�F_
<br />13,
<br />___
<br />S 1/4'
<br />. , e
<br />r
<br />---,:-
<br />___
<br />I:F
<br />_7____j_7__I_
<br />--is
<br />- ,- -
<br />I y
<br />___
<br />6 Ile
<br />I -, ,j.
<br />-W-
<br />_
<br />IF—
<br />,��
<br />3
<br />__-,
<br />la,
<br />____
<br />-
<br />, �L 1/2'
<br />L -
<br />6 1/2'
<br />F_
<br />---
<br />I ly
<br />--;��--iF--'-5�----IC-�-i-(-sonom)
<br />2T
<br />lk-
<br />__
<br />-
<br />__�__
<br />7'
<br />_r ,
<br />__
<br />13,
<br />--I _r
<br />__
<br />-
<br />-
<br />I 5'
<br />__
<br />-
<br />__
<br />)r
<br />—,r -
<br />__
<br />-
<br />, 1i
<br />±_L
<br />9'
<br />__i�_
<br />___
<br />13,
<br />-i-31K_
<br />,-
<br />`
<br />8 Ill,
<br />i 1/4'
<br />__
<br />4 1/2*
<br />__
<br />-
<br />___
<br />10,
<br />-
<br />-to;-
<br />_WT
<br />/-4-TFm
<br />MOTION)
<br />L __
<br />ICY
<br />__2t) _
<br />4 (00TRI
<br />____
<br />5 I
<br />i_ffi_;;�
<br />;.-)I
<br />-ini- -I
<br />-
<br />-
<br />I
<br />---
<br />_8'
<br />F_
<br />'r
<br />-
<br />� I
<br />g
<br />12 /I-
<br />.-.
<br />2 i/2-
<br />—
<br />5-1/2,
<br />5 Ile
<br />__
<br />71
<br />6 Ile
<br />—
<br />3 1/2,
<br />Ii 1/2-
<br />_
<br />3*
<br />-i Ile
<br />___
<br />e
<br />-
<br />___
<br />4 1/2'
<br />-
<br />—
<br />3�
<br />-!.-'/
<br />. i;_1iT_i1_I_f/'
<br />ri-
<br />� �
<br />K__
<br />-
<br />I -
<br />ii__�i?_
<br />7.
<br />I
<br />��l ��
<br />13r,
<br />-
<br />-
<br />__
<br />i_Tt�
<br />I ar,
<br />*
<br />r
<br />.
<br />.
<br />I ,
<br />3.:]v_l,
<br />_-,
<br />-
<br />-
<br />-
<br />..
<br />11;_
<br />9 1/2-
<br />___i�___
<br />____
<br />is*
<br />�� _rsr
<br />—
<br />.
<br />I 1.
<br />T l/r
<br />—
<br />".
<br />-1,
<br />pG1,_
<br />—
<br />.__
<br />I 1jr
<br />_i-i-/y
<br />-
<br />I- -
<br />-
<br />_ .,
<br />I 8,
<br />.
<br />1 r
<br />4 . (i�IiClh 1)_
<br />"
<br />S -T ---
<br />i cF�,
<br />,
<br />s LSTT?�)
<br />- -1-3-;-
<br />-----
<br />—
<br />—6-
<br />--:--j-cT,F,w
<br />-
<br />_�-r
<br />6 Ile
<br />to I *
<br />/2
<br />-6 I-
<br />-i7--
<br />4
<br />0 1 e
<br />�+.�`,r,IA_,i
<br />-i-,"Y'l-,
<br />is'
<br />____
<br />6 Ile
<br />6- -I)
<br />16 1/2'
<br />—
<br />8 I/e
<br />Te I
<br />Ir
<br />� s*-
<br />6 Ile
<br />.E,/J
<br />_mr
<br />6 1/2'
<br />-L,A2-
<br />6 1/4'
<br />I,
<br />7 1/2*
<br />-
<br />_
<br />Z� 1/2'
<br />-
<br />r ��
<br />A - ,-,.
<br />` ;IT
<br />It, I . .
<br />- I/
<br />L I
<br />. -
<br />=) -
<br />i
<br />a twn-.)
<br />j�
<br />2�
<br />15'
<br />L�:
<br />is '_
<br />13'
<br />to'
<br />13*
<br />I !,
<br />, ,
<br />!__
<br />'Irp,
<br />>51-r
<br />To
<br />8'-r
<br />r
<br />_.g________L1�n,
<br />s-
<br />is'
<br />iO 1/2'
<br />Ir
<br />ly
<br />5 '/2*
<br />7 1/2 .1
<br />5 1/2
<br />___
<br />�
<br />is* I. 1/2*
<br />—
<br />I CY OP)
<br />---.
<br />1
<br />>v-15"
<br />"to.
<br />I -
<br />___.j
<br />_2�_
<br />Is-
<br />_1/2'
<br />1 Ler
<br />Ir
<br />_
<br />13'
<br />ir
<br />13 *
<br />10 1/2-
<br />_
<br />Ir-Lo
<br />_!.O:_
<br />t/2-It
<br />I'd
<br />I::
<br />2s�_
<br />Ir
<br />,
<br />-M)-
<br />(BOTTOM)
<br />Ir
<br />6 Ill"
<br />Ir
<br />Ir
<br />is*
<br />it.
<br />Ir
<br />1.
<br />10*
<br />7 1/2"
<br />13' j r
<br />I MOTTOM)
<br />_�s_
<br />"� -1/2-
<br />_,_:i _r
<br />13*
<br />13'
<br />I---
<br />10"
<br />13*
<br />10'
<br />11'
<br />
<br />is'
<br />6 1/2*12
<br />_
<br />(TOP)
<br />1 W
<br />ly
<br />'.
<br />r
<br />__
<br />ly
<br />ly
<br />-71-1-137:--
<br />-
<br />10 t/2'
<br />13,
<br />- ____
<br />l3t*
<br />is,
<br />--il-_
<br />6 1/2'
<br />9 11"
<br />i2zla
<br />1Y
<br />13'
<br />6 1/2'
<br />9 1/2'
<br />7 1/2'
<br />10 7/2'
<br />5 1/2'
<br />izT
<br />_13: ,/z-
<br />_ _
<br />__�.n_ �_,Z�n
<br />2 (TOP)
<br />! _(wmm)
<br />—
<br />_23_� �
<br />7 I/2"
<br />-.2_1
<br />i-2/K
<br />___
<br />3 __
<br />__2:L_,:
<br />13:
<br />Jii_
<br />14'
<br />W_
<br />Ir
<br />is '
<br />I __
<br />_
<br />,�'.
<br />Ir
<br />is
<br />[3
<br />I 11 1/1!
<br />_
<br />!G-, L2
<br />3:
<br />_L _
<br />1) IL2
<br />L_
<br />10 112W_1_i_1r___F"_
<br />—
<br />11 I12`
<br />__.n __
<br />$'
<br />IA-
<br />733�
<br />7-
<br />7*
<br />—
<br />( Om)
<br />-
<br />3 (I
<br />i—pop)
<br />1-1
<br />__L__�,
<br />1�
<br />�
<br />'.
<br />I I.
<br />- _
<br />, —
<br />r
<br />-
<br />_i'_1r_
<br />I -
<br />I
<br />�� =11r
<br />a'
<br />5 1/2.
<br />_14-
<br />—'
<br />�2 1/2
<br />_.—
<br />I S 1/2'
<br />-
<br />-i--'
<br />1/4
<br />r
<br />- "
<br />9 1/2'
<br />—
<br />a 114'
<br />—
<br />3 1/2'
<br />_
<br />-
<br />Ir
<br />—
<br />12 1/2*
<br />---
<br />S'
<br />a,
<br />-
<br />9 11r
<br />---
<br />6 1/4'
<br />—
<br />e
<br />-
<br />—_
<br />10 1/2*17
<br />----i
<br />-
<br />4 1/2'
<br />k ,�
<br />5 1/2'1
<br />-
<br />1/2'
<br />-
<br />- - -
<br />J�7
<br />-
<br />____
<br />13' a'
<br />- _�T
<br />174 �/AT�(�D�-)
<br />j- - TI/2
<br />i1Z '[A
<br />_r_ __Z_
<br />3 (10P)
<br />-
<br />(TCP)
<br />14 (—)I
<br />-- -1
<br />_Ll�_
<br />L2 1/2'L2
<br />___2:_
<br />I/
<br />. 4
<br />Ile
<br />!__
<br />1/47
<br />___L3_,
<br />a
<br />—
<br />f
<br />, Ile
<br />__
<br />_, -
<br />_j_'_Y"i_/'F__r
<br />-
<br />-
<br />5 Ile
<br />8 1/4�
<br />__ -
<br />3 WTTOM)
<br />i-I-Ir
<br />Y _jjr
<br />__
<br />jr
<br />___�!
<br />W
<br />I g_
<br />�i_�
<br />7 1/2'
<br />�� _
<br />e
<br />_!?T
<br />8-
<br />* IlZ
<br />_r__
<br />- )_
<br />T66P
<br />Fr
<br />-
<br />w
<br />-
<br />9*
<br />.
<br />-
<br />—
<br />_j�__
<br />-
<br />6-
<br />-
<br />a-
<br />-
<br />__7__
<br />4 (00170M)
<br />—
<br />HH.",
<br />___
<br />11'-§R--�F-1--,-,,:
<br />11.
<br />is,
<br />-r
<br />_
<br />is'
<br />l, -
<br />To 1/2'
<br />r", -,/�i-
<br />13*
<br />13.
<br />1/2-11
<br />0 I/ 2'
<br />AIr
<br />4-i 4/2'
<br />a'
<br />—9
<br />;Y_
<br />W --i-4NMA)
<br />6 (top)
<br />13*
<br />-
<br />5 1
<br />�
<br />I
<br />I�
<br />13"
<br />"
<br />".
<br />, ,lg;�
<br />is, 6-
<br />N ftw)
<br />Ir
<br />L__
<br />I 7*
<br />Ir
<br />1 '3�
<br />1 _7S__1_2L_
<br />a 1/2-
<br />- -_
<br />7F,
<br />-
<br />0 1/2-101
<br />I.
<br />/2-
<br />I
<br />IL,fll�
<br />1/21
<br />1 .
<br />3
<br />!
<br />8�'13'
<br />-
<br />7*
<br />6 )
<br />-
<br />, s
<br />I - S_
<br />is"
<br />_i'l _/eT
<br />.
<br />I
<br />-1-77e1i.
<br />I ly
<br />_� -/-
<br />Is ilr.
<br />Ir
<br />1 e I/f
<br />I I-
<br />I-
<br />_23:
<br />1-4
<br />,lr_
<br />..�.�_
<br />_
<br />.f,
<br />_
<br />.
<br />__
<br />, .
<br />1!24
<br />-
<br />�12
<br />6 114.
<br />0 114.
<br />�
<br />1_12f__
<br />a (Sond)
<br />La-T �7�;--
<br />1 -
<br />F- -
<br />F`_t_111'/_1iT1A_
<br />:�
<br />__
<br />SEE sw 11 FDA Imcmm ME A SWIM, FOR ifts"MAXTIONS wo wm FRANE BUIMPRIS.
<br />* WRAI'm AMWOR SPACII45 AND JARMUM to" MiAl ARE AlDrATED ON THIS 904VYJLL IM Lot
<br />LESS THAN INDMAIM ON SCIMOLkE REDLICE ANCHOR SPACINQ W "MYM SPACNO, SH01101 ON
<br />smemu IN Ile 'Wroo FACTNS� MR THIS CKUNIN 70 RE POSSIBLE Ruwara $PACK
<br />MANED LISOM FACTOR SHALL W K LESS THAN UWAKIM SPACAlli M"= TO WHI ANCHOR I';`E
<br />ON THIS SCMEDI.A.E.
<br />Ile.
<br />I/e.
<br />!_
<br />1,14*4_
<br />M40HOR TOE
<br />__!Iev��
<br />MAC"
<br />1_1/v1 �
<br />-4 axor
<br />nuAtirm
<br />" ��
<br />_11s!_
<br />11
<br />gAAM`*MN
<br />-
<br />-
<br />!tt!_
<br />—
<br />"MIN ANCHOR SPACING (MI)
<br />3I
<br />3
<br />i
<br />iI
<br />2 'Ir
<br />2 I/�
<br />MMO"ma lo� GO
<br />�
<br />3 1
<br />LI�Kj=-
<br />r—
<br />3 "Ir
<br />j
<br />-i--
<br />. �-, �A,�O,
<br />- —�
<br />--
<br />3 ,ft,
<br />I/e
<br />__!
<br />S,/2
<br />3 yr
<br />__
<br />-
<br />ACIIIIIII. OW OSIANCE (JED.
<br />- ___ , __ 'Ir
<br />- I - -- -f
<br />-,
<br />.
<br />-
<br />- - - -
<br />-
<br />-
<br />- __
<br />- __ _
<br />:____
<br />Rj��-.-
<br />-
<br />,-- _
<br />I
<br />t
<br />11 I- - , - ..
<br />- ,
<br />.__ � _ -
<br />I
<br />a
<br />. - ...
<br />_ _.__�I,�- -
<br />_ -
<br />A."
<br />i_;=
<br />-
<br />-1.-1x-
<br />I w
<br />- - -
<br />-
<br />, __ -
<br />7;�4
<br />___60_
<br />_ I
<br />,
<br />I.
<br />6W_
<br />I __
<br />1.06
<br />----___
<br />My VAUD WEN S=(Fr- USED, SEE #I FOR MAX. ALS.DL�
<br />NSPACINOS
<br />ES[IGN LOADS & MAX PANEL WHEN SPACER IS USED. I
<br />r
<br />TABLE it A
<br />A,&D. OEM LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />11-1.
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> So PSF TO 60 PSF
<br />-
<br />51-107
<br />A MAY- PANEL LENGTFIS ARE ON�Y VAUD FOR INSTALLATIONS
<br />W1 SOLID SET ANCHORS & W/ @6 SPACER AT 12 1/2- D.C.
<br />Hurmoorm
<br />INSTALLATIQN DETAILS FOR LIFE ,�AFETY PANEQ)
<br />INTO FQUR CONCRET
<br />1/4-0 TAPCON EXISTING POURED 1/4-0 TAPCT!, NO POURED 114-0 TAPCON -_ . 1/4-0 TAPCON - 'WWI* MID
<br />90_c___� I CONCRETE OR ANCHOR 9 9 D,C. , I f E OR ANCHOR 0 9' D.C. I ' IMPOU ANCHOR 0 V`O7.(� t I
<br />ANCHOR 0 __ _W - - I I -R. wff
<br />IRCRIT
<br />, ::, - CONCRETE BLOCA ODNCRETE BLOCK ; CoNclim BLOCK -, BLOCK
<br />,
<br />., - -�
<br />, AEQUAEO. t REWIRED. t.. �� IiEiziE
<br />* ,
<br />. - ,
<br />" � . I -
<br />� , - ,,
<br />I
<br />�� ,
<br />I I , �2,) , 102 _! : 02 ,I __4)
<br />I
<br />1�1
<br />I I j I
<br />� I
<br />I I I - 1-1 j ,
<br />— - - - I - ____ . T/21
<br />f -1 4 . - - f- -_ -
<br />� I - , � ole I t I i le � I : 114
<br />�� MAK_ --.--- . L/e � A
<br />I I � ------ _.- - - -, A&____ __1 %Ax: ------ -.- ___ I
<br />-
<br />I I
<br />. � , . I
<br />�,I,�� I ��11" l
<br />I
<br />.
<br />E " i i Lp'. ;, - .- t E_p f �F�,�, E�O, t �
<br />"
<br />i �" � -
<br />I 1� , "
<br />I "� ; t �, ,
<br />I I 1 I � , .0 ,A,
<br />, � 11.11 I'll . . . . . : , I I I I I I _,"I.-K I
<br />. � �, "'..;r -� � I I � 1
<br />1 'tL"
<br />� �� , - - . � � " !
<br />I � ,' . � � 11 � �1; �,�", I i
<br />..� . . . . . . . . ; .__(� I 9 . cl)
<br />, ) � 1 10 :
<br />It I q 0 1 ML,. 11 I a I-
<br />ll I � IARATIDN- I I � �(�) Am 11 ::
<br />� "Ef � It ON, I
<br />[ _ _R,,;�, � t�� To CLASS - . - , � I I 4��gk'W !
<br />�__ f: - : '1 - " , i�/ I It - - 4qA . I -�
<br />"mTNl �r -14 IRK," III a A.0 TO CLASS, 4 -- �� .1-p
<br />GLASS 41 -1 I - - Vii" - - I 9 1. I I .- Ai' EA i wg� - - - __ I a p - � _�_, I-
<br />� - � - � I I - - - I �� i- I'm fm Iwo). �
<br />I A t I B wm, a4m ?-Ar) I I
<br />=41=41 ; h � I I � I
<br />i; I f I I I
<br />i - I- - i A I - � � it I 9 " I
<br />0 1 � - - _ . p - _L* MAXI
<br />I 1* MAK� ii I 11 L" MAY. :,
<br />ii - I v It- - � I I, 1 4.1 , - 11- I
<br />I 4, 1 1 PANEL LENG114 V__ - ,�, - , I - I � PANEL LENGTH It ; � PANEL LENGTH ll I � � I- � r PANEL LENGTH
<br />I,- I -1-1- 4� - - ($a ELEVAIION It 4 i (SEE ElLeVA110N : --- � - �__ _� , 1 � (SEE ELEVATION It - � � (SEE ELEVATION
<br />--] ON SHEET 12) 0 1 ON SHEET 12) -j-A - — 12" 1; - ON SHEET 12)
<br />11 I* mi., I I 7 - - __ I - ; . _ , I
<br />tt-SEPARATION- i I � I&-, ;,.M6 I I
<br />TO GLASS, s N 1 1 ii I
<br />i i ! a TO GLASS, I I I
<br />L
<br />ii - _ -
<br />A- 1___ __. __ �__ --i
<br />i r- - - - ____ _11- - ! I a I I . __ _____
<br />I _01 11- - -
<br />-"- -- i I � I - -`�-.`� . " ;' - 60
<br />7777-Mr ,77` � �
<br />_g-11 ' � i i
<br />"', 1 L/2 11;,� - , � � I -1- I I L/2 - ,f,j� ,�m
<br />t�� I � "'Y" .. 1, ,t��,�,� ,,, , '.
<br />_
<br />I "". � "-,. _ I �'� ", 1, ,�--�,�t�e� � ". I ,
<br />I "I", I i __(D , I 1-1 t, --I- - - - -(32) -, - - .�,;'_"'�R,1� I
<br />� � I I � : ". ""
<br />' `_ I I I �
<br />I "
<br />E,6's I I - �O i DA I E.OA , I I- 'IN I
<br />- I "�,
<br />I , I... --- 1, _� ;
<br />I ,
<br />I I , -- A3 , 1��' 11 I
<br />: �': -fl, ,I � I -4-4 't � I ,,�,&
<br />. ,� � I
<br />I �, , . 1�1,.,�, , t
<br />I - "I I
<br />I t�,"`,_ 1,,_ I a a Ur ft, k � I ,
<br />� � I'll, - I � '7'
<br />ittgIN I - .1-- , I
<br />, � I _.- I -.1-1. . - -40,
<br />1 : - � �, ,-ElD, ,
<br />� E4 f , ��
<br />I i 10, I- I 4 t- � . - I .
<br />---I, __ --A .---., I "I
<br />- - 41=z ,,, i� -- ,
<br />i, � ,111 i7, r " ,7 ---
<br />A - - - I
<br />$/ t 1. ILI, ".411, -_11
<br />I I -,
<br />I em's w ,t
<br />a 12 /,
<br />- ;F ", ,;,�,,
<br />y - � � - IV" , pw
<br />, * 4" I.. � 4) 1 �11
<br />, ---C, �� Ii. � . -C - 1111
<br />!1410 i"'CON -YeS TAPCON ! ,_I/ef TARCON /*'# TAPCON
<br />I ANCHOR 0 9' D.C. i ANCHOR a 01 ac. ANCHOR 0 9' O.0 I ANCHOR 0 91 O.C.
<br />I
<br />x EXMM POURED CONCRETE OR �_911=plm CONCRETE OR _-WHETIOURED CONCRETE OR EXISTING POURED CONCRETE OR
<br />.__ CONCRETE BWDCf( REWIRED. GO" REQUIRED , OR BLOM REOURM , , CONCRETE BLOCK REWIRED
<br />SECTLQN smam-Jkla -
<br />S-REQUIAL%is a I Irr itirm 0 Nm%kLs 0 N WSAM APANEL
<br />W-AU-MQUffM MOUNTINGS
<br />SCALE 3/8-1- "An.4111fif"', SCALE 3/8-1,
<br />_10%11�10� �: � TQ114.1-1._
<br />Sm SHEETS ,a & to MR ANCHORS
<br />I
<br />MO" TIM
<br />2jn -
<br />FOR WSTAILLAT0.15 .0
<br />Tyn a SPAA INT
<br />UPCIA
<br />wm FWAIC 11MU)",
<br />IRNIAIM ANCHOR SPACO" AND VINA"
<br />__
<br />WOMAN, 00" "04 01)
<br />3 �
<br />*"Amumammus
<br />Re"A"alf-I
<br />_2__
<br />EM DISTANCE f0E. =%SON
<br />SQ4wLA.E_ FOR RXIED
<br />ON SCMILILE RZOUCE ANCHOR SPACNa
<br />A
<br />JOAM ow
<br />FROM"
<br />III —I, ____
<br />SCHCOLKE 15Y THE FOLLOWING FACTOM
<br />I I .________
<br />1 11- - I I
<br />__ ____ - 2 1/2*
<br />__ - __ ________
<br />- _lt�__
<br />"I
<br />__W�_
<br />FOR THIS OPERATION To BE POSSIRLE,
<br />KOUCED SPACING MANED USING
<br />FACTOR Not BE LESS TIM
<br />5K"
<br />.. SPAC04 INDICATED FOR Mo
<br />MICHOR TYPE ON THIS v_HEOi4z
<br />I
<br />_ _ - .___37.______ __.______
<br />I 3 W* ,
<br />___ _._
<br />-
<br />I
<br />IN51ALLA110d DETAIU FQ8 UFE �AFETY PANEL a
<br />INTO WOQD KRUCTURES
<br />.
<br />'l-�? - 1; I '11-_
<br />- -----, "' - -
<br />,�,:� �
<br />�111, .;`_i��
<br />,
<br />.�,-���, I /I -1 I" i��
<br />�'!
<br /> - - - I -WOOD HEADER I_ I- - - NOW HEACER
<br />,�.r --- I -- !1-1 - VkWim I - --- __ - '-ftwRm
<br />� , � I .1. "I I , , " � i 11 �
<br />" -,� i
<br />_'
<br />"I "I , .." T
<br />I I - 11,
<br />I - ,
<br />I � L _�� � _V4,WTAPC1D .1 � � � i . . _ -go TAPCDN
<br />I
<br />�,
<br />, , . I � � 0 'at O-CL. , 1� I . 1 � I V! I NOR a 9, D.C.
<br />I � ��t
<br />w I I I" I � I , t � t
<br />, !I , �, � � � , �
<br />1-1 I , . 1, t - - n17 1. , , l
<br />, , , " t - 20
<br />11 ,,� , � _-, .11 ,
<br />�� .Q - ,I i 1- -0 , , lli
<br />"
<br />1 , � = )-�,,,.
<br />mois m"
<br />I
<br />,"11, . , /e
<br />. I ,
<br />k - � . I I
<br />�1, . - � I I I L . I
<br />, , 'w___ - - I I � � 5 � L I _Mt,x_ __.____.
<br />l�
<br />I ,� � 2.1 I � I � I �, i
<br />, e t I �
<br />- ! .. MI, " . I I I �, ���� .,� � I
<br />:
<br />�,,
<br />� I .
<br />, I , : .11 �.� :
<br />I
<br />/I - 1 I I = ! I
<br />� � I I i
<br />I .
<br />� t i
<br />i cl) L46 1 1, (1)
<br />.1
<br />�;=�o �
<br />0 1 - , #5" .
<br />; I
<br />I=K�
<br />W_t,� ,, _,�
<br />� I _, p i 11 I
<br />.� 1, �;.*-E >_ . ,�
<br />, �
<br />a �, I_ E- ; I
<br />I �� _-,It. ,7 1 _ __ -
<br />I
<br />__ ,-:, I
<br />i; � I =151-n , . --r-111, � I I
<br />It , � I 0 .1 .. I %" mAK:
<br />11 - ---I ,- - - - MAX, 11--1 - I =--- ____ PANEL LENn,
<br />9 t PANEL LENGTH�, 'r --- 11 ,-
<br />ti i I (SEE ELEVAMK I I (SEE ELEVATION
<br />0 ON SHEET irl
<br />. I- - -.11 -_ j
<br />- ---I - ------- - ---- ___ � ON SHEET J2)
<br />� 11 I
<br />T . f
<br />I— --
<br />I
<br />a
<br />a
<br />a I . 11 ;
<br />11 I' w ! � ILI - - - - - - 1, �
<br />: I it I' mit, I -1 �
<br />. �
<br />01
<br />"i�AHAIAII
<br />GLASS I 4W It ...... SEPARATIOW- -
<br />,
<br />I _ " OLASS. I
<br />: �2 r, It F-1 I �
<br />� � lEff
<br />7 I - 4-$ 7 L-:-- ir— �
<br />I 0
<br />4' 1 --- 1-1 I-- I- T I
<br />" " 11_�
<br />Ea Z�l I., /� I itigurm ! r , , I" ,2 Ilt All
<br />I- - - I _-� -
<br />f1w ! T:
<br />i
<br />e��Jjl_
<br />- - ,40* . --
<br />- ___ - -
<br />,
<br />ED $��_ OF 7 -I �_, 1
<br />1, t� _1_ ___ __ -1t---, -,--,I __ - ______ _j
<br />. , ,\ - ��
<br />I- 0 ., I
<br />I - � :�
<br />.-
<br />. % ij I I ,
<br />�
<br />2*.4' . I 1; , - : , t ��,
<br />WDQQ.__ I -1- ; � � r-4, WOOD- �� __4, i A " i
<br />it ;j: � ,
<br />� PLATE
<br />PLATE I l!
<br />, , I � :,t �1� .
<br />RECURED I � i� � i - REWIRED , I I I �.; ij,w v PANFILMA PLUS
<br />� 4. �� I/eV PANELMATE PLUS . - I TE
<br />- � __ '. 12
<br />� -
<br />, � I ' � � 1 - � -ANCIOR 0 12 t1r D,C. 11 , I N _ _ ANCHOR 0 I/z" 04.
<br />�
<br />,
<br />� : � � :�, , �, !�
<br />I t � . � : I
<br />I I � : : � I � I p I
<br />I � , �, " � � f � 1 - j �
<br />�..._�_�J _�__ i � - � I I ___ � --- I -
<br />,- ... -
<br />�__
<br />R-liff ItH
<br />Fou PANFL§ SaAff." Et:Vff
<br />WALL MOUNTINGS e .........
<br />�,i"�`T �%
<br />,, � - 14j/,, ,
<br />SCALE 3/0-1- I§F�E&�V 14%
<br />,
<br />.* .... ,'I
<br />I . S
<br />4 I ,
<br />3 No. 44167 I I FLORIDA BUILDING CODE �Non High Velocity Hurricom Zone)
<br />:'
<br />1 * '. * .1 - —, - F.F.
<br />1. INSTALLATION ARE ONLY VALIO FOR MAX, A.S.O. 1,z - ' 24 GAGE GALVANIZED STEEL STORM PA . Na OftwIR -
<br />R %. STATE OF ..: - . l_ - , — ./w,cm,
<br />DESIGN P ESSURE RATINGS (p.s.f) AND PANEL ,- � ..% �'l 0 R ,_.� GLOOAL PROTECTION PRODUCrS, LLC.
<br />LENGTHS AS PER ELEVATION ON SHEET 12. % ...... -l", - /TILFEC0,01c, PAT-
<br />NEW CONSTRUCTION4 IONAI. - TILUT TEST016 * C"KUMN4 COMPANY 4am &ill. 61 rftu �
<br />2. FOR WOOD FRAME WOOD
<br />I — _)t=__ I 01,411-1011
<br />MEMBERS TO K SOUTHERN PINE No 2, W1 SPECIFIC 'AlNum"01* 4 �Iv - "I "a', alm r, =14 20-175
<br />— )OAD-7il "A", M.Kill
<br />, . ---'r --
<br />DENSITY OF 0,55 OR EDUAL �00061`110` N,_ jj,Alj*gWj f,K---47F. ".:
<br />RE VAL/w,"noullika: RALTER A� Tun A.. PS
<br />- - - aml I ! i L SHUT id OF I.
<br />I
<br />I
<br />_1�It
<br />a)
<br />(1)
<br />_c_-
<br />(/)
<br />0
<br />—
<br />CU
<br />>
<br />(3)
<br />c-
<br />"
<br />0
<br />L_
<br />0)
<br />L-
<br />ca-
<br />C
<br />0
<br />-0
<br />0
<br />a)
<br />t-
<br />0-
<br />M
<br />-0
<br />L_
<br />0-
<br />.
<br />.7
<br />=
<br />..I...,
<br />0
<br />Im
<br />—
<br />U)
<br />a)
<br />=_
<br />(1)
<br />-0
<br />0
<br />0
<br />O.—
<br />C
<br />0
<br />=
<br />L_
<br />0-
<br />=
<br />L_
<br />—
<br />(2)
<br />;�:
<br />-
<br />=
<br />0
<br />0
<br />.
<br />Co
<br />LL
<br />%4-
<br />0
<br />—
<br />>
<br />.
<br />U)
<br />(3)
<br />C/)
<br />L_
<br />5
<br />cu
<br />L_
<br />0_
<br />1F
<br />-
<br />�_
<br />cu
<br />-0
<br />"o
<br />� -
<br />. c:
<br />—
<br />co
<br />C) -
<br />Ill
<br />rm�
<br />4
<br />z
<br />z
<br />w
<br />mi
<br />W5 --A
<br />_�
<br />/
<br />c%j
<br />\
<br />iz
<br />�_ =
<br />to
<br />.2
<br />-= :Z
<br />C-A
<br />a) 1=
<br />:0- LAJ
<br />ckz
<br />E �� c_-,
<br />. = c- =
<br />dcx
<br />, , �t It-, �z
<br />,
<br />.7-
<br />=
<br />— .= = :04
<br />...; = LA- Os-
<br /><
<br />.ug M C= -
<br />rn .= C-A _=
<br />W w �� -5
<br />"' � �""`
<br />p
<br />:g 2-.,
<br />- -.5
<br />" =
<br />. ::` r=- = =
<br />z
<br />w 0 -cc
<br />W —
<br />cr_
<br />w �
<br />). � ,= L.) CM
<br />� :II, = =
<br />- cul
<br />.
<br />�m. = .T -
<br />.K......."""I"l
<br />U, CL
<br />- E
<br />a: u
<br />-
<br />12
<br />cn
<br />-6-0
<br />L.
<br />a)
<br />a)
<br />a)
<br />-c-
<br />-4-0
<br />4--i
<br />U)
<br />mml
<br />cu
<br />>
<br />c�
<br />111111�1111111
<br />L_
<br />0
<br />C/)
<br />CDL
<br />CL
<br /><
<br />(1)
<br />-6-i
<br />0
<br />c:
<br />:3
<br />-0
<br />m
<br />0
<br />OL -
<br />0
<br />a)
<br />0
<br />"
<br />U)
<br />CIO
<br />"
<br />CC)
<br />:D
<br />uj
<br />2i
<br /><
<br />:a
<br />z
<br /><
<br />_j
<br />0-
<br />SHEET NO.
<br />SH 1.4I
<br />
|