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<br />OR JNaA (D CL 0 "
<br />LLATION IN POURED CONr,REJE, MAXIMUM A.S.D. DESIGN PREMURE RATING (pad.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE MAXIMUM A,S& DESIGN PRESSURE INQ (1a.m.f.) AND CQRRESPQNDING MAXIMUM ANGHQR 5EMING = CT3 -0 O_ .
<br />CONCREIE 81.90,0R. WOOD $TRU!PjURE% YAU R MOW. LIF E91LUGULM MEM PANEL G) INUALIKIONS INTO COMMAL-WHICREIE BLOM ST2991um MEDULE EN REgULM EQ& EANEL&MEAUAMNS INIQ JONCREIE A QQNCRM BLMK STRUDTURES .- a (D (D
<br />I (VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) (VALID ONLY FOR PANEL 111) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) Q;F) 0 4_0 (/) -t:�
<br />I - __ I (D -0 0
<br />. 11 WXIMUM ANCHORS SPACING FOR MIN Co. PER SCNEDU - MAXIMUM AKtK)RS SPACING FOR MIN F D. PER SCHEDULE * - ; - -0 -0
<br />�'_ MAX. 45,91 LE Z T MAXIMUNI MAX. A.S.O. BELOW APPLIMMILE MAMUM * APPLICABLE ,l BEILOW .
<br />. TO SECTIONS MA"W ANCHORS SPACING FOR MIN F-Di PER SCHEDULE r MA)GMUNA ANCHORS SPACING FOR MIN ED� PER SCHEDULE APPLICABLE: 0
<br />�__ '__4 1(iI a 16 OR r-99M ,ewvm , p , POESION PANEL DESOM . TO I PANELMAIE I PANEL MAIL, k&D, SELOW - TO �' I MM. A.S.D. -_ TO swrm = = L_ - = (1)
<br />I � 2'.4, WOW FRAME SOUD-SET PANN IE I PANEUMTE VUAC_NALUN I GALX_ LENGTH PRESSURE TMACON SOUD_SCT ZMAAC-NAILIN CALK -IN OESIoN PAP [)MGM
<br />IA=_i' I RESSURE INPOON FEMALE 0 PLUS MY IN . LY v RATING � . at NY lx�� I ---. CALK-4N p TAPODN I SCUO-SET PANELVATE PARRMATE NAILIN CALK-4N LE14M
<br />Arok " I I TO 70 To 70 "i v 4 - FEMALE 10 I PLUS I ZAMAC-
<br />, 401113- RATING PRESSURE FEMALE ID 0 EL = -2 -3:
<br />_;" IO OF THU 10 10 TO ill -L'
<br />(i) & 0 MAW . I : F. I "i".* -0 ,' �k � & 1. . LY
<br />� _J (P.V.f,) "Ka" CORO" ol,am coloxwe OF IT" (ft.) (Pls.f.) (z) PATING � COMBINATION1 I_-
<br />.. , - -- - cmiam =- OHMS ME commim 70 w ill TO To TO 10 'jE, "T"i To To "' ,,, THEN (it.) (P.f.) 10 - OF THEM
<br />__2 1/2 TAM . - sm . 4. - om" - fp'.J.) == = __ .da_ coam Olow comolow M."OffE commovol: -www'w aoicimal: . - '��*� ,,,,
<br />-
<br />I Min. 13. - Fr_ T-PUR-) 13, 13" ". Is, 13" Ir i2r 11 4/2' 1 M) - =___ - - - , I - A L.- .0 " -
<br />PoLiKiii cowCw co"mink- ". le Ir Ir Is- is- Ir Is- 1- __ � i
<br />SLOCA OR 2%4'WOOD FRAME : POURED 3 1/4'.. I a-1 13, I�r Ix ir 13, is- ir 1.3" 13* 13* 1 WrrOM) _7F_ ir is' 13' Is- 13' ir It 1/2' 1 (BOTTOM) it' 13, Ir _Ir _13�_ tr 3 I:r 12' Ir to' I (TOP) 13, r is, 10 IA' ly a 1/2' 13, I 6 I/Y 7 1/2* 4, 1/2" I r 14 1/2^ I (TOP) - CK3 0 - ,,_ m
<br />__L:__ _
<br />REOU.0) mme-1119111%k A"DjOR 0 127 O.C.-, 2 1/2' I- 73� it* 13' Is- IV Ir Ts' Ty Ir 12, is* _7o� 7 _WwTom) Is. 6 lIr Is. Is" Ir SO 13' '. to' 7 1/2" Ir w I (Borrow)
<br />3 Ann AAAAM '\ ls� 13" W 13* ly 13, 13" 13" l w r Ir ly . 13, Ir w -i-'�- - - ___ vu 0 >
<br />- 13, r 13, 10 I/V 137 a TIr 73* 6 lIr 1 1/2- 5 112-
<br />L IV- - 7�_ � I y it- 13" 13' 13' Is- 3 lir Is. r 9 Ile 10 1/2' 7 1 . ". p (w)
<br />; - ) Ir Is' ir fall Ir IF .3 le ' Ir 9 (wnv4 ir 1 13, Is* 13, f2v 13, is, 1.3* is- --�3� '%,, 1, '_." tr 71 Ar Ir Ir 0 1/2' 1 1. - -0 E= (3) 0
<br />(T - -_ . -, 13. -_ Ir 11, ly ---"7- -I, __s'_ __�_ - ' D
<br />.� I . * I y Is- 13 (TOP) 13, 13" is, Ir I!r Ir 11 1/2' 3 (TOP) - is r I I 3- IF I� " -_ - - Ir 9!�l L_
<br />V_ ; I _,.01 I ir ly Ir Ir 13, Ir 137 13, 13, is" 61-r 51-V __73-- il" ly 13' 13" 3 (Too) 51-w is, 7. is" Is" ,3' 9 1/2' 13' 0 1/2' 10 1/2' 7 1/2" is^ g- 13 (TOP) 51-15" U) W - -11., CL
<br />; L o 2 . 21. MS LEE: LOCATION - - � 12 1/2-12 112- 5 114- & 1/4- 12 1/2-112 1/2- - - ' I I/ 3 (9 -) OR - !2 1/2 _ - I 1/4" 6 1/4 3 (SIT-0 OR - ___ 6 4 12 1/2,12 1/�' a Ile 5 Ile 12 1/2* a I/v - - 6 I/e 6 ile[3 (Bomm) OR
<br />___: -
<br />�� VARIES ',, I : - _T I'. 1. It. _1_1/f2+1 _C.�) - 5 71/2, E. r A tw) LESS - - - - -
<br />I I . " - ,, or ir . L2 ii�!! Ile 6 1/4� 12 i/2' 1Z 1/2' .1 1'r I/ (POTION) OR ' - - - 2 m
<br />r &b� . _ _2!�: j_ - ! - __i�_ - S 1/2' r .
<br />i� �: i,. - N__ a" S* I '. 0. �� Las UES$
<br />'; 2 A55 1-14, 11 !E vj A-2 ku Ica-
<br />'z' 93< L �nJl ALLW- ANGLE Oft 0. a. . - a, S* v i- _05-1/2 7- 7- r T I/F 3 9 t/2 I/2' 4 (Too)
<br />/ Vol.. I - - 11' - . 5 - f a- I - 8 - 4 (flonam) a - . 1 4 (sorrom) - ____.; --- 1- L - LLL
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<br />r __�'= - - A:� 13, - --- - __;3;_ � - -i-37- - a - '. - "' to - ar - 4(SOTW - (WIIOW�
<br />- , I L_ nw,, METAL PLATE I - 1 3 ts, a. . = &5 <
<br />�i 101,01 3I&AWHE" pouiev mmulm, oow:Fmw . �__ -0 -
<br />r X 4' L - , I BLOM IN 2'W Koo FRAME I . Is* 13, --Ij i'z�m 137 13' 1 1 I1r 5 (TOP) 1#1 - - - � - !__
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<br />a � I 1" (A" - -5 -I -- � _Ocii�) ��_ 737- w1T0 1� tr ia 71;1�_
<br />3100 x 'w , '�_'�_ - 7EI 7, __ � - . .1 - [ " -_ -_ -
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<br />to, 1 2 112' � is' Ir _L - 3' ". 13" �k 5 ("I'mm) _aq2!q
<br />"Aw ANGLE - 13, 13" 1 - 5- __� -
<br />7bp ____ 13' - --- - _1_S;;'_ -1-17- __5; - 13, Ir 'r Is" _12�_ _Ti��_ 12- ' - Ir la- 6 ctm) 13' a 1/2' is" 6 1/7' ir 6 i/2' 7 1/2' 5 1/2' is' 1 1/2- It tfolill
<br />1 137 Is* ir W Sy is' i2r -iF- -13. I '1r -13�- -Ir 6 (w) 13, ly 13, W Ir 13 11 T/2'6 (TOP)
<br />I
<br />1 1/4' - - 6 1/6' 6 114- 6 (9017.-) - ----- - - __ - _'_____ __ - - - -
<br />- - - - �El I _ - - �__ _7 l.. tl-_-t� - - - j M w .Ao' - - - 6 I/v � 6 1/4- - - 6 (itiort'. .46. -13 - - & Ile BI 61/4- It, o z - - - - - - a I'te _12i_ a 1/4- 0 /4� III 4, 6 tle - 4 114* a 1/4* a IBOTT.--ji I
<br />2`1= - XL/ - i]E - -= -- -T-- r-'1' i-il. -*) .!.224 >+75. -76 - - -
<br />OR ; 6 Ile TO 7- -17 .: 11" 18 1/2- jr o 111" 2 1/2- 5 1 2 �+'A. -0 0 1/47 0 1/4' 6 1/4' 61,/4- - - .' , '_ " TO �l 4' 6 I ia -
<br />1/1' - W41 -i . IV,. o7v + Is- 13, '161 6 i/r 7 1/2' 5
<br />a - A 1/2' Ir 71 13" 7. 7 1/2,- 5 1/2 is- A Sol -65 Ir 5 1/2* I trop) TO '�
<br />Ir O.C. 31 OR GD63-TO AlLOY LESS - -2'-7- i
<br />w/lAcma C-1. All- mar Is- 9 1/2 ir 9 112 10 1/2 7 1/2 13" r I (001YOM) t-r -i- +75-75 137 7 1/7' ly Ir Is, lo' Ir To- IT' IS' 8 If2'[1 CW) +111i 13* v Tr 0
<br />13' I1Z Is- Is- is- I lo' Ir to' It' Ir 13� 6 1/2- I MOTITOM) - I
<br />r - I '. ^ - I
<br />lzr S" Ir 10 1/21 is' 7' Is. I 71 1 - . 4 112- i-clip-J- k131 a, Is' 13, ir a 1/2. ly a I Ir '� I -/r -i -17F ir S lIr 2 pop) _!3- � I l/r Ir Is- jr 10 1/2- Is- 10 1/2-71 1/2' Ir 7' 11 (SM-TOM) ir 1 1/2" Ir - IS* is- a- is- v- To- , 1/1 I.l . .
<br />I.r Ir 13, is' I 137 9 1/2 Is- 9 1/2 10 1/2 7 1/2 is- jfi 1/1-12 (BOTTOM) ir 7 1/2* I .3, 13, ". To* Isr I ia" IT' jr -;.=3 -i I -Ir i _(ammm) I r -1 1/2-1 Ir I 1. -TF- --i��- -is- to* Is' " vr 2 (w) is* '. Ir - 12'_ zl'_ -.f-- -
<br />9ASE A (ELA10 CASE 0 (PLAN) ir Ir I is 9 1/2 ir 9 1/2 TO T/2 7 1/2 '3- j6 I/v � ITOP) Is- 7 Ile Is- 13, 13* To' IS' III, I I 6" Ww,, W-v,r -,, - Is . 71 2 (BOTTOM) Is- r Ir Is" Ile I I/e l3l 9 I/v TO I/ell 1/2* 13, 6 1/2,12 (BOTTOM)
<br />SCALE 1/4'-I' SCALE 1/4,-I, SCAU 1/4--l- SCALE 1/4--l- -2-r- .-L- >!V-.B* 12'12 1/2' 13, ±21-Ar L�_W_) 15--o. I * is. . 1IL112 I 11 1/2 1 1/2' a- lj� 71 3 am) �51-e fl, ly I 31 i_1�2: I a, a I/2- io 1/21 7 'Ir I y 6- :3 (top) >v-s'
<br />- - is I/A-ja Ile 3 (Bamm) TO - - 12. i/r 12 1/2' 6 1/4' 6 Ile 12 1 - - 5 1/4- 6 1/4- 3 (WtW To _ _L_ L__ - - !a I/O - I - 6 i/4' 6 1/4" �j (BOT1104)
<br />/141 'I-- -6. ;�12 �1/2V i13/4' 8 1/4' 12 1/2* 6 1/4' _. - i"L/4 i -1/4 TjkF0_M) TO 1/v 0 1111' 6 1/4' 111 1 t
<br />- - 12 1/2'12 1/210 1 6 1/4" 2 IPI -i-I 7*'�� _A�_ 2_'?K 1*1 _
<br />. . . ii _1/1 - - To,
<br />-
<br />7' Ir B. . f'. I , . 3 Ile a, 4 . 4 1/2^ . - �77_2_ 3* a. - F_ '. 4' " 4- 4 1/2- 3 llr 6 1 �2� I- I - W-0, . -4-17PT _r WI,�F 7 -11i; 4 CTOP) 7'-5'
<br />- - - - q - 7ir - 4 (Boorrom) ji/2.- 31/2- w It' 4 1/2- S' 3 1/2- 7' r 4 (TOP) r Is !!2 ' 7' 3 lIr 81 4
<br />" 5 I/
<br />- or
<br />a - I _= - - - -1 - r -
<br />� a' _- _.!!:__1 . a' 5 1/2- 7 1/2" 1 7W 4 ( or - __K_ � � r - ", - 5 1/2 - 6 I/V 5 (wrmw) -_ _=' - +-n--+, I�r -.!*d Ir - I - '. - a, - '* `_ a " I-,- - 1. - A (BOTTOM'?
<br />SWD-SM OR CkX-N ,Lr - 7' is' Is, ir V -1/2- 1 0 1/2� 7 i/2- Is- (To") Is- 6 J1Z Is- __�_r_ Ir _7F_ 13, - (101", 11- . 2F - zw� I� 1. 2� 9. 13. - _=
<br />V Is* ±-,/-r - . _Ln- --L'-' 6'_ __Lr_ -� 5� 7 I /2 13, 1 13 1 I TO* w Ir 7' 15 (TOP) 7 _17 - - S (TOP)
<br />CA 1140 PANVAIATIE Is, I 7' 13' is* I I- .2 1/2-- 'a 1/2- . Fol 13, Ill 10" Ir To, it' a' Ir Is" Ir I Is- Is, 10 1�9W' , - . . - : -1- : Ir I ITS* I r 1 2. 1 . 9 1/2' 10 1/2*1 7 I/r - ' -
<br />= '-- ,-W' 11 -IS--T-r , -�r 76 ,/Z- Is- 7- - 77�-- 5 1/2" 6 OOP) __ l
<br />-----(S .= A` 1=1TE ;�X� . � Ir LIA� '! _1/K --i-Ir- I s. ; I r / . 3 1/2* 7 t;i �SI1rI__11f_+1 _11/1
<br />_ - , 22e ::��IE!-_ ' "" _2�_ I " ,
<br />.
<br />POURED COW _),a J9 J9 OR " --- :: - . F � - Ll- - ;i 6 1/2 v
<br />I GII 21.41 wool, : Sm OF OPEN24C Go _' ' - 16 114*18 IJ4' �15�/4 �11)T 45 1/4" 6 JWTT�-) FE - __L_
<br />(A AS APPLICABLE A "'q: - r- - _�i_ _1�_.�;_l 1 1/4' II 1/4 A I 11V -
<br />. I "q
<br />CONCRETE BLOM _1 FRAME REQUIRED ; . , I L I I - I , � . - I - , . 114 - - a 1/4 - Id
<br />�- -OVEF 2*.A' W000 FRANK 61 a., T & (m I , L - -I", l, =
<br />OPE RMURM .. I I... 1111.1 11-1-
<br />�
<br />I .
<br />� . I 1. .. 11 �' I mil� I% IABILE #I I&
<br />...... 'RE, i I I I 1__._[��'._-j I
<br />" AALD. Ksm LOAD 1111"UMI PANIEL ".D. DOM LIM X"Um PANEL.
<br />I l - 1 I --) - �_ A, SEE 00-1 I I MR Poo" Tm It, SpAcific A'* ;NSTALLAT" *10 w000 FAMIAIE Buttimmos, LENGM
<br />'--� \,,--(-1,. / -, I'ANALLIEL Tv VIAMIUM ANGHOR SAA4001 ANO MINIMUM EM ViSIANCE &-a INDICATED M 04 SMIDNAL "M ED A, SEE "V I A r" w'"PAS TIM & SPACING M THIST"ILIATIONS INTO MOD FRAME BUILDINGS,
<br />VARIES 1 .ct wt - X maz nw & LE14m
<br />� 51 V_ I �'� T*LL L_ _1 END NKS) LESS 71" N'DIOUTI) ON SCHODUA.1 MUCE ANCHOR SP,VW0 91 "WPITAS SPACING SHO1W ON 40 RSF OR LESS r. a"A"i AND-* SPACOAS " wlww ONNE vswm ARE MICArm OR PoS 008MLL *m Lif,
<br />.
<br />I X - ILI) DISTANCE 1�7 -8.
<br />7� Sow" IN I'm I'MOVING FACIVIii " IKE OPETA"Im To BE POSSINLE, am= VO4-0 S'NEMU 1,100OUTED ON SCHEGLU REDUCE ANCHOR SPACING In WAIII'VING SPAM SIMIN ON 11
<br />17- I_ Lm THAN 40 FSF OR LESS ; -1.
<br />t =
<br />: I ) offrMa USING FAVoKl;Nqj NOT BE LMS THAN A44WJA SPACOa INDQUED FOR EACH ARWHOA M BY THE FOLLOWING FACTOW MR I"$ OPMATIONTO 13E POSSIBLE ROXIGED SPACM I
<br />� I I ON THIS scltaxfi� > 40 PSF TO 50 PSF V-2' thTANO USM FACTOR SHALL Not BE U= THAN MINIMUM 944DW MCKU FM LACK ANCHOR Y`PF
<br />I : 11 I - i j stv. 1/0. lAe. 1141. /41! 11�1 - - -ON it" SCHOULL -11 > 40 PSF To SO PSF � 1'-2-
<br />- _ __L_ _ � __L __
<br />- - - - - Awmw I > 50 PSF TO 60 PSF S'_101 4/4'. __L/4i! /4'.
<br />- '
<br />1�4� zu"o-h" Gill _jwlikkkiiF __ _j_ > 50 PSF TO SO PSF : W-10" z
<br />� , - - - A am" a pud, - I zkwo-wxm W-01
<br />I /--'N __w; '' '/4 z -M W "Al 'A?00 CASE 0 (P ANCHOR M upco" exio-w ANCHOR TYPIE - 4z I
<br />-
<br />- AA '�"N:C�p ' .'1kl[/' 1, SCALE i/4'-tl "
<br />\ , Iiii � 91.1.� '*" , .� ......... ? wt, MINIMUM ANCHOR SPACM (Ili 3 3 3 3 11/2- . 1112 A MAX. PANEL LENGTHS ARE ON§ VAUD FOR INSTALLATIONS - - A MAX. PANEL LENGTHS ARE ONkY VALID FOR INSTALLATIONS
<br />�
<br />1W .. - T MMA" ANCHIOR SPACING r-) 3 3 3 3 1 I�r 2112 7 ANCHORS - D.C.
<br />- - W.I. I,"
<br />.. V, - 'f VALID FOR DIRECT MOUNT INSTALLATION ONLY & Ir SPACER A 12 1/2* D.C.
<br />I TiCEN,v,'-l1i'-- WWAUM= 3 3 � Ilt, r I j I W/ SOLID SET ANCHORS & W/ mmmm from )-- - 3 1 a ."r 31 3 3 'Ir , 3 '.001taff"'A'A' W1 SOLID SE & W1 Qq SPACER AT 12 1/2
<br />,
<br />MTANM - - ��;.�N; ,
<br />' SURFACE LEVEL VARLAiTIONS W(THIN 3/4- --i- - " a 1/2* A 1/2 3 vr . ,
<br />: ___� -1/v 3 � ,'A Z I �%" omilmalmi
<br />.�.. e ....' -% CERTIFIED PANEL INSTALLATION At WALLS W/ I 3 yr 3 I'fr A "'jivililgla"'i
<br />.. , "
<br />= * No, 44167 '. z ACTUAL mm Oro" 11 - �� A:, T/, /'s ef"�;t '\
<br />z � a (m) LAM I 4� I-— %, ACTUAL MM 0XI)AINCE (CO.) FACTOR " A "'
<br />-_ . * :W= FLORIDA BUILDING CODE Vi Ifu Icon. Zone) �"" IL�rc'En&`% " . FLORI BUILDING CODE (Nan fth VW�ocllfy Kwu cons Zone) I - P._"iII)CENS ..:'� -S FLORIDA BUILDING CODE (Won High Velocity Nu cone Zono)l
<br />. - ,(Won High I lIr - _±� - - 4� - l!.1 - I I - .
<br />-
<br />� I- -.1 F.P. _'._.!'Y��_ n !_4 % 11 � oii7_ -* . "' z Am T"LlIm m "
<br />'
<br />.. Amm W_ EEL smRM PANEL ORNAN ft = : � = vulm) To.mm $C. 2A GAGE GALVANIZED STEEL STORM PANEL ro� 2'8� - -1,-,---_-_,_, � I- -..,-. I . 0.44167 . s
<br />, - 24 GJACE GALVANIZED ST DIANN" erg __1_____________1te______ 7__ - - 24 GAGE GALVANIZED STEEL STORM PANEL I
<br />SCALE 1/4'�I- - r A, O.", - '_ . ; z y - is * : z DRON ft
<br />SCALE 1/4--l- 11, '*- ORO,., !*' . .
<br />.
<br />.. :. _l_m__r_'7
<br />I . - I - I * 1* 9 s:::, . ,,�'_ - �
<br />------ I �-!-_- L_-_E'--- _L.:� / .1 0,44167 - -1-1 ___ils.________,_ - - -
<br />-
<br />CASE E (PLAN) -111, - - Et'--t- � -1 '-5i__ J t ' ___ _____ ____ - _-___ - * " Z"11LIEC0111111c. IT" "
<br />- �. - - ' I "2: . -.0. TA - :_�'
<br />GLOBAL PROTECTION PRODUCTS, I.I.C. "Y"""" ___ - Q., __ N PRODUCTS, U.C. J
<br />woo S11 Z 11LIEC 0 ii � GLOR& PROTECTIO 40ro - 6 GLOBAL PROTECTION PRODUCTS, I.I.C. G',."
<br />"""`,',,, Z��� QW0 S.W. a, STREET _*t - F SPALI - LY VAUD IS USED, SEE t 51 STOW -
<br />SPAC04GS ONLY VAUD IS USED. SEE jWX f1 FOR MAl A.S.D. I Tw Am To. 51 ..w - WE ON WHEN SPACER & -A&E #1 FOR MAX. A= I vk 4= &W,
<br />I DESIGN LOADS & MAX� =71rJWHEN SPACER " 6 USED. - - �Vjt'W7.w!!r(;6pAA, Amw "NIVIP-1145. FAX,' 1164jilift-41M 20-175 DESIGN LOADS A, MAX, PANEL p'li". (FAA 00011% FL. JU14
<br />= � ("w - - - , . . __.. _%%C'-'�� ��!ID . - _%r. DMN,I FL WA4 I LENGTHS WHEN SPACER " IS USED, %00"-� 'i O'R'l 0" )"�7.�4� Flik'(964)AIIIII-9W 20-175
<br />17:0 .- . I"A"A.,oln- pomn- 0,00F, F_ =14 20-175
<br />`m.`P_ � , - -I.0 '4'a)
<br />4 I - 2, F"l, = 0 1 1 `��MU�__,",
<br />- - __ m_.' PMM- (W)M-1546, FAX� (M)SU�707 MM04 �' I .. - - 1XVINING ft: CA-00*071. . 1
<br />ck�Ixxili I i - I,- "'N"N'""
<br />CA-0owls; I N W1 1 "I Pt * �_ .. .I. 61113� t_ , �" -
<br />_TE!�_ uwlwn vAALIEK A, Taw ,,, � -1 RR I I I 14111HAM09 � -
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<br />__ ----.-.------�,.---,-------��----ANChIm (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, I$ &16)------- __� __ " __ mi
<br />t INSIALLAIJON DUAILS E08 LIFE WETY PANEL d)
<br />3, MAX R-IA/13, R-2A/13, R-U/14, R-19/13. R-29/13, R-M/14. s' NO I I
<br />. I, MIN' I INTO-, POURED, CONCRETE OR CONCRUE BLOCK KRUOURES
<br />MAXIMUM Awl& DESIGN PRMURE RONG (R-3,t) AND ORRESEONDINg MAXIMUM ANCHOR SPACINQ D.W(j) " __ I AM. I +R-IAW/15l� R-2AW/15. R-3AW/16. +R-18W115. R-2BW/15' -3ow/16. I r ��
<br />-I I -.---,---,---��.,�-----�-.---,-,--�.,��--l'-----� - ----------- 1/4-0 T NIG POURED .... POURED
<br />R STORM PANEL In INEALL910S INTO WOOD STRUCTURES (X) -I 4), ------- __ i I �------r -- a 9.67 IN; POURED 1/4-0 TA" 1/4'# TAPCOR _ C 1/4-0 TAPCON_ STM POURED
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<br />MAX. ASO MAXIMUM ANCHORS SPACING FOR F-D - AS SHOWN ON SHEETS NOWLIN I � � � 1 1 7 1/4' -4) �
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<br />13, 13" Ir I r I r I r _ 1.3* I r 13" 13, 1 i �Usv IF- __ L-1. I � i i i i MAk F � I W., i � - ____ C3
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<br />'r 's- I r Iii (BOTTOM) 13" 13, Ir 13" __ i � (D I I -C i I I .!2 4= -
<br />- � I � � J I I* w- I A I I I �
<br />61/2- 6 1/2' 2W (TOP) e 1/2- a lIr o I/;? 6 1/2- 8 1/2- 2W I ' �REGULAR STORM PANEL ! LAR STORM PANEL � l T. � ii i
<br />6112- 6 1/2" 51/2, DOP) � ' L I I � I j � 4 . I (W/ =W0 +40.0. 40.0 P.A. i i 11--SEPARATION- f : --SWARATION-- I 4,F) C14 _=
<br />- - - I I � . I L r I I . __'.
<br />a. '� 6. L � I I MID PA09L LENGTH WLT) 9 =20.1. EXISTIRL)i TO CLASS. It, . I 1/4%-20,1- EXIST -- 7-7 --,iA f �.. N Cm C-4 m
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<br />a' - -, I I 1�-- -- I ---------------- � I -_ - __ r GLASS � 11"' "'I", .<
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<br />- T___ LESS i il � I � = ; _
<br />3w (TOP) ' LESS 7j� 7 I/ . a' IN twi , I . 1 LIFE SAFETY STORM PANEL l I c - 4 7'-G' a +50,0, -54.0 P-I" -41 " -t� -"", I - - J A, 4-.WP _� a O&W � ;��"'
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<br />LESS 13* Ir 13, 13" a i/2" of Too) M -73 , 13, is" 73, ir To, ! S'S. m ,� ; � � '��' . - - SEESEML AT IT (SEE EIVA-11ON F _ (SEE ELEVATION it I (SEE ELEVATION
<br />I AT Ek . I . p ON S�HEET I., ON SHEET 12) R
<br />ly '. Tot (WiTOIA) 3' 13" � I i I � . ] 11 Ann. 1T. I ' ON S+`EEY 12)
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<br />- ___ - /2' �W (TOP) I __ I �" 1.X"__7 1 - - I � i I - I �% � .
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<br />13" 1 1 13" 1 is' I a 1/2* 14W (BOTTOM) I , - I r I ir 1 13, 1 I _v 10, 14W f9OTTOMI I L I � - 1 �7' ----,--- i - SO L E.D-* ED,* ;' ' E41. k I
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<br />. - R= OR _ZZ"'N.0.111119UM REOURED l Sm CONCRETE OR
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<br />INSTALLATIQN DUA10 FOR UFE SAF-EX EAU.Ld) INSTALLAIMA DETAILS FOR UEE SAFETY PANEL I INTO WOOD SIRUCTURErk
<br />INTO PQURED CONCRETE OR CONCRETE OL09K STRUCTURES � INTO WQOD STRUCIVIRES �
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<br />. ". . : E VAINN in, 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN - * .44167 '. = ORAIN" m I : OOAWN 11n
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<br />_'._....___12L2=____. --t"f- - __ -is . - ��) __ � MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECInC ..aA - )60-7545. Fl* M.Nool-8757
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