|
-
<br />-6-0
<br />(1)
<br />(2)
<br />-= —
<br />I C/) CO (3) m
<br />-0 > =
<br />L_ L- _0
<br />______ — a) 0- = 0
<br />W 0_ 0 &_
<br />END rUSMURE! DETAILS F_QR MIALLATION IN POURED 0MCREJE, MAXIMUM A&D. DE519N PRESSURE RATING (g.s.f.) AND QQRRES NONGAMIMUM ANOM SESIN9 SCHEDULE
<br />9Q CRETE BLQr4K 98 WOOD STRUCTURES: YAUD EOR REGULAR, LIEE ') INS" CRETE-BLOCK 14AMM-AtS.D. QUIGN eREMBE AAmK_(A.msfs) AND ORRESENDING, MAXIMUM ANCHN SMIN2 .= cu -0 O- -
<br />EQR REQ" S M PANEL (I I 90GRUE A -- MOM LE En. EIMWAR -4--i (1) (1)
<br />M PA—NEL 0) SYSTEM5 (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I -THRU 6, ON SHEETS 4 & 5) SQ9 -MR UNLL(D..I8M=QN3 INTO ONCRUE A MCREIE BLOK ==RES 0)0 -I-, (/) -#--&
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU % ON SHEETS 4 & 5) = =3 M - '—
<br />I I * a -0
<br />I I VAX k$.D. MAXIMUM ANCHORS SPACING FOR MIN ED, PER SwwU11 BELOW AP JAMUMAII ANCHORS SPACING FOR MN EA). PER SCRODULE BELOW w APPLICABLE MUaMNUU � -
<br />' ,= MAXIMUM MAX A.5.0� i 70 S07rIQNS BELOW * NOW MU� A.S.D. BELOW *
<br />I " DESIGN __ 11 PANEL DESIGN P94EL MAX X". MOMMUM ANCHORS SPAM MR MIN ED PER SCHEDULE MAXIMUM ANCHORS SPACING FOR MR EZ. PER SCHEDULE APPLICABLE INE100" = 0 -2 -= (1)
<br />-L-4.4 0 .(9 OR r--r.,Cr.,T,. ol: ZAMACNQUN CALK-M 46 LENGTH PRESSURE TAPCON WW-WF PANNELMATE I PANEU`ATE ZANUNC-1011 DESIGN — 9m _P — TO SmTm I'll, L_
<br />-1 Uft C"-fm ARM DESIGN PANIMANAIE PANNIMINIXIE
<br />1 2' . ;r . M3- 1105 H-14_9R PRESSURE - � FEMALE 10 I - FEMALE 9) PLUS . INN, - PANIMMIDE P*MFE I ZARANG-RAILIN CALK -IN L04MN PRESSURE TAPOON SCUID-s" 2AINKC-RALUNTI CALK--4N LENGTH 0 C> = 0 3:
<br />r =4 4) & 0 1 ;�� now BNEN-15 � oURL A�1� �,,, I PAIRING RATING v PRESSURE TAPCON SOUD-SE7 FEMALE to PLUS . t" -, -
<br />I . 10 No NNNRSENEF;p COMOWAIM No To 1CON&M To OF 7HEOl RITING - I I A, .L. RATING cmewmaN
<br />10 10 TO TO ODmwx4TM To * to TO la, 70 to
<br />cw= cmiom-ea-**,Om=�� - .,::. OCHORM ccmcmm .,Vt CONONEW ___. .
<br />1 I- = W. -
<br />1� - le it* Ir 13, Ir le Ir NY ir le Ir I IV' I CION) Ile v le jar a tjr 7 I/Z' 77-21 W 4 1/2' L.n� -
<br />o'n' 1( 0
<br />BLOCK OR 2190 11,000`13RANik-1 ANGLE I I I I* CtZ) , - - Go"N'T"N (TH-) CONCRETE " Jk No (it.) (P-15 ;A;� . (it) s_- ,,- = ,,- Cu
<br />2 1/2' TARCON i I - -, , DO& =" 3k 3z = ME ..m,-- Ak =='* * To NT� if—ii.) No .31571 0 m1lim
<br />I li� 0�, 1. 2:11—) = 3k 10 3k NET - _2: 1-1 =,* .."ImElOw.l. 3k 0 LL —
<br />POURED CONNORM CO 111)- r - MID. NY 13, Ir Ir Ir Ir t3l Ir - r r )_ __L3�_ 13, Ir 1 Ir Ir le Ir Ir Ir Ir _17 11 1/2* I (w) " .w a Ilr
<br />. 1 1/4*# . `11 � _j3_�_ -2-- -i- I .il� Lm _13' 3: le 1 le ir -53717r- -Tr -I 3-- Ir -,L3: Ir ca
<br /> ==w- ANCHOR * 'r O.fl_,� , 2 1/2' 7-3z- -Ir tr ir - Ir NY 1 Ir L(Borrom) ___I_ _ _", "g. (BERTOM) 17- -w 7r Ir is, ! IF- 7r Ir Ir Ir Ir Nr 7 Wir -;3,;- 7,37- 7F- -W Ir 9- to- 5 I I 010710m) %%j U >
<br />Lj--4 OR(# (D-1 - _i33:_ !�_ - 13' - I - - -,;- - ,_ 1--
<br />2*-C wm fpmr I I 'in - HALF ANAIM " __jr 31 jr te jr jr se le Ir IX 2 (W) Ir is' Ir 0 Ir L. 2 TRIP) ___ "I.
<br />� _-�Ir__ --le Ir ir 13" le ___ - _=_ __ __-_i_3;_ TO-3 p, I It I * /21 F,aw) U)
<br />.---.- NY _L _ __IL_ __!2:_ --- 77- '�__r __�_;r -1 r__ NY In- 137 12 13 13' __.L_._ - . - _0 0
<br />Ile CAP Ir ly 13 IF- -5"�7 72-r -T34- -73�- Ie - , 73- __�3� - Ie --T3--- 73- 72= � r Ir 13* 9 Ijr 10 1/2" 7 I/r — - 2 MONTINCIM) 0)
<br />I 231 le - - __ __!S�_ it- %r Ir - 13" E L_
<br />\ . � : . Ir Ir ly IF-Ir--�3-7r- 1-3 -5- ir le ie 3 wr-1 %31 le le ____ - a)
<br />CUT AWEL .A I 'VA ,4.1 z �1�' � - I - 7_1/_.`� 72-1/2-12 tl;e - - W-W w-er Ir [Y Ir te ir Ir 12, 13, NO, z NP) - 14' �L ". to 1/2' 7 Ile 13, r S'-s* U) -4-0 CL
<br />, P& -f : �D 4* 6 1/4- 6 4/4- 3 (WINNINA) OR OR ____ I- - br-r - " .— Cn ZO
<br />; 0 12' ox� '� I -le T2-IJT 72-1-1r _- _- I_/4' 6 12 ;/2- 6 .,- - rl- - 11. - 1_!t4
<br />��� __ (Wrmm) - I - __ .1 ± 1/4�' 3 (00TION) OR %%j
<br />T 2" . 2'. M5* 70__ TCRUM to LOCATION fr tr e. V � Ir 8* 1. — --- 4 (im I 1. '. i 1/4 114-7 . 11 I/If. _151 - o-
<br />1, VARICS I- 2' 1 . ,.owcw,- a TI-72 Tw)- LESS S- T_112�_e_ 87 e r 1/2' 8* i 7 t/2'I a, Ir $I v LESS __:_ --.:- L2 -A' L2 -1/2 - - - I= � e 4 1/2- X 6 1/2- 2 1/2- 4 CNOP) LESS C M -
<br />L __�:_ __��_ 8* 1. - - a V Ir 6 Ile !:- ilr* Lm)_ _W -_ i-ve - - I r , iWlr----1 -7- 1-- - - - U)
<br />_T , $ 5' M.- W< L 41- V... NUNN, ANGLE OR - - a = -a- -5-=�-(W-mm) w .. 4 (SCITTOM) I - --= - S. 4 (BOTTEDR) - , 1 (w = <
<br />iNt.-_ I �NTW 3105-4154 = � mm CONNAM CONERE'r— i _�_ --!:— __z_ —!I- — — -..!:---:— , Ar - �; - 8 I jr a' - - —_ __T?!� F .
<br />mm --�- Ir 13" -Ir - 5 (mp) -73-;-- T3* 3�, If 13' 13" 1 13, 131 Ir Ill I (101"I I - __ -
<br />.
<br />rx , .1 . I -1 7- - --- i__ :-= "I $I= 00 2'.4' WOW MANE Ir 13 --- Ir Ir le - - _!�:_ ---!- - __!�!_ . __T;_F_ - s Ir it lIr Ir Ir ir i�' Ir r 5 (w)
<br />I ir----- 7-37- -Ir it s/2 4 whov) _Lt- ,�
<br />ii-7- -1;_ 1.11- __�Tr_ - lk -1 - is, - I - 1. --!:- _13i_ - -2-OL- 2 _'Ir
<br />t/2* __Lr_ - - -_ i.3:_ -!-r- __i3_ --!--I:- !-0-amm) -9- _113- _ia� _1F_ - ---�- IY Ir -, Ir 13, 1 Ir tr w 5 7 V _r 73- _TF_ Ie 9 lIr Ir 0 I/2, I; r v ! wimmil, �
<br />. , : � I Ir ir NY IV __1_F_ 1-3 - Ne te I's, 13" 13, 1 Ir a (w) 13, ir 13, Ir Ir 13 Ir 13. 11 71/ 5 1/2- tr ±
<br />� tn. - - _J I". +45, -45 __ = i-1/_4 -6-1/4, 'F-1-1e ja --:7- - - ; +45* -45 - ,0tI/e-----=--:-- - 6 I'le _13:_ IT- -TF_ Ir � - -,Ir 'r _13�_ HN* 6000 Ir _,!:__j.1i_!0_1/ _I /r LITIOR)
<br />310 1 6N\ <17(�j I , � _� wowwo 3 r r _ ! 1/4, 6 Ilep --% . , 6 IJ4' 6 1/4' 6 Ile - $ lj4 11 le - - - - to -
<br />__� 2 -1/ 01 I r Ir 14 13 T Ir
<br />____),_� I , 11 - . To "fis, 55 - ---:- -j--,j,F 7ii-1-24. i'lle 5 1/4"' � & 114. a Ile 6 (WIT-) ,,+75. -75 - - 6 1/4* 9 1/1 - 4 1/4, 4 I/** 6 cwrt.-�
<br />0-C 05-k 4 OR WST-m ALLIN UCST - - - 4 1/2"1! +53-65 V -T37-- -i-ly -Tr- =I/r: Tq�! = Ir 5 llr I (W) - To - ___ "
<br />I/.- - _t � S4 . .V,. ;072- OR 71/2 51/2 To . , -
<br />. I, I _13 5� ly 0 1/2' Ir 71 Ir 7 14: - r r j .1 NY 6 lir, Ir 6 ,/. I 'A - 4
<br />__ - __ - - L_ _iL_ -L- _iE_ le 7 Ile Ir Ir 13, W Ir ur I I 6 1/2:' 1 (TOM KL-ITEMN _13 __L 11"
<br />W/AcTow C.d Ak ANDLE 71 Ir Ir IV ,V - �E 7 1 Y v I iz, 7 'Ir ir le Ir To* tr to* it' V, Ir a I/r I (Borm) +75, -75 r Ir I .:_ __E 3:_ 10 t/2'- .LI- _j3L L� !_!��
<br />3i _! 1/2 13' - A - I ----* I '. --1-37- -f 1/2* Ir Ir I r �F -1/2. --13,:- �g N/v Ni I ve S" ir I r I (wrrw) IY 6 1/2' NY , Ir Ir 1. Ir sl jOr 7 11r Ir 6' I (WITTOOD.
<br />_L - - - 4 1 2 5 1. e jr 00 llr ir 6 Ile jr - 6 IIV 7 Ile 5 1/2' le 4 I 2
<br />Ir S* Ir to l/r Ir Ir I I r 7 1/2 5 12 te Ir Ir -yr 2 mp) - -1 _
<br />_' Ir 7 I/r, le ie 13, to, 14" 10, it* Ir I a I,%* I (Top) -
<br />", ,
<br />Ir 'r ir 13, "" AO 1/2 7 112 le S 1/2-12 118017004)] IF- Tl-/r le 13. Ir lo' - - __2�_
<br />'e
<br />te
<br />ii-1-- , I
<br />- -il- ... � _ , __ --LT- -20- _M_ a 13, 8 I/r 2 (ourmu) - =T _. __4_3';_ i_0 f/2' 11 I/2' 8- A�_ !-,-/r Mw-mm)
<br />' m" To H_', "" , 13' 13- '. ,/.I amw) _Lr 7 "" "' '�" ' "� I'-
<br />" "I ""' " j
<br />I I
<br />" 1�
<br />1
<br />2"2' �7
<br />"ll/" �� 1
<br />1124 - � 1-1
<br />_
<br />CA!J ,
<br />,
<br />_
<br />__ `-) - I - - I A,.-- 9
<br />j
<br />,
<br />_
<br />_ �_�
<br />ING ,_O) I
<br />E1!_1TK'-1r;_ 7 'Ir ,3-
<br />I. I'. I.. �_ 0- 4 �1_1e. 11"I"Eir
<br />' I i i
<br />. 1/2 SI(.)
<br />1. 13, 6 Ile 3 (") 3- --!E- _Z�_ Lo- �
<br />QASE A (PLAN) CAU I (ElAta CAU D (ELAN) Ir le 137 Ir 21/2 12r to'- TO 1/2 112 13' 6 1/2' 3 cw� _13-_ Nor IT- r 2- " . 10 $�Tll 1/2- _,!: tr I- 3 (TOP) Ir 5�7+,-, -f-T,- 1. ie
<br />_2 >5!-r j;��_L_1/_r_!_3:___Lr___!_r TO*_ >S'-s* 13, 73- -le , 107)i" >v-S' _E_ Lm_ �,,_r
<br />I
<br />"
<br />- - - A _ � =I/. -.- -/r =,/. - _= S , , ME - - - a
<br />- le 7 1 _
<br />SCALE 1/4�-t' SCALE 1/4�-I- . SCALE 1/4'-1 SCALE I/C-1, 12 llr 19 1/2' 6 Ile 6 1/4� 12 11210-i-1V - ___:__ ! 4' ! 1/4' 3 YNOTT011) TO 12T 2 Ile! /!: Lljj� 12 1/2' - - $I 3 twinow) To - - - _ ± 114� 6 1/,4- 3 (WrIVIN) TO - - - 4 1/4-V2 l/r Lt TO
<br />E _!/ _ _:_ ---:- !2- __ -Y - 12'e 12 jjr a !/4� 15 1/4' 2 111;r It 1/4 - - - _'�/4 ,!: a I/C a (SCITOM)
<br />r Iii
<br />/ - , ,/". e 4 (MR) IC-4, 1/2, 31 jr ". 71 41 a. e - , ir-W - ._ _ __
<br />__1: r r 5 Ilr 7. -
<br />- 7 1/2- 3 tl:r r - r 71 e TRii)_ W--V _r _r - r 3 -1/2. _r -3 T7_2_T _r 1/2� 1 llr T�� r-5*
<br />! I
<br />- '. , lt� ,/,. 5 lIr - I ". I - (saw 1JE e -
<br />�
<br />- - * I"z: - 1, 111- _- 4 IBOTW _w__ _. - - -
<br />Ir - - --- 1. 1. ir 7 "Ir 4* 1 a .! 1/2' __!�_ 2 I/r - - ---
<br />a, __.�L - F - ---.--- $I - jr - I ir - I r - '. - w - r - 6 ll:r -= -a- - I r 51/2- - 1 7- - 4 BOT704)
<br />I '--- 'IT ,/". I I - "I. - t-m-omm) -
<br />Nt --I SOUO-SET OR CAUK-TN 13- 7- tr 1 Ir NY !r 9 Ile 01/2-71 13, is- 6 (TOP) Ir a 1/1* Ir 1 le Ir lit" Is, to, i 1, . -A:- I IT. -7- is (TOP) 13, i__,�_ -Ti- Ne -1. ,!� --m- - I ". , - i � .5 VETO I
<br />� IT 'I, ". I , I I , I ' . " �
<br />1 13 19 11r 7 1/2* 1 le Ir 1/2 ;a . IY- 10 1/2- 4
<br />!�; )
<br />/ . --- - !_ S M__)
<br />e a !
<br />'�
<br />I
<br />I - P"m CONADNEW, *11 r I Ir I 7* "�, T 'T/YT-13,4 llr 6 (TOP) Ir I lIr 0 1/2' 6 6&-)-1 __ - vi; ; . �= 4 ,/2. S�(;,j��)7j
<br />I.Sx I a .(3) ,0 ,0 OR - Ir - Ir v IF 13
<br />— 1 1 16 Ieil'JSE4�.- IT - - T -I/,- -, -,-/,I I
<br />POURED Com: �M'!WDINC , � r "Ir S 'IeA
<br />S j/ , . (�
<br />(MIX, PAWL 9 A & Qq ITARE Y . - - 6 I /*- I 6 144-1 6 Tle 6 t14' I - - - - - , - _j L_ I .L- i 1(4-16 1/4'I $ 1/4-1 r, Ile I., - - I - I - 161/'161/4-LG�.-)i I T.)
<br />__ - INMOURSD ; I AS APPLIOMLE / NG & it) t. - _�
<br />I i�=._ Iflai I
<br />1
<br />21.4' WON PWE � � . i%x E: _ I - __ - I
<br />'�
<br />"
<br />, "2'L
<br />". r to* Ir to* , " , 1i; iom) I I Ir 7 i7r -, --w- --�� =� !!11 /2
<br />- " Ir 7 I/r
<br />OR MOO PARIOATNTE 7' 0 lIr 7--l-Wir (BOTTOM) 'e r 'e -!:- �._ �.�- i ? -
<br />-
<br />s --Ir- . 7 lIr ii; � �;', I - 1` it�
<br />Otmo r mp�- ON �. I - - 1: *I. E", I _ _4 I I 4' -
<br />F __ IND � CONCRETE .NM4 . 4
<br />; I I -1
<br />I __ �" OIN 2'.4 WOW FR40E ; I . - ____
<br />RICOUNRED I I I I .�, I I __.A�-.j / - " A 4
<br />a�'\_ ml,"_'111 � ; - - I M W/ ANCHORED FRONT & - A.S.D. DESIGN LOAD A11000" PANEL A.S.O. DESIGN LOAD MiAll(IMIUM PANEL
<br />wales , SEE SHEET IT TOP X40NM TYPE 4 SPACING MR 105TALLAINTINS INTO WONDD NINNE PAP*" LENGTH sm SINNO, I I " memo" m & vNiam; FOR famiANDINE; TRIND WOW fk*W SELDOM LEINIGT"�, -
<br />i -I � - - _____ --- I f-� ,(2) OR(J) %--T / - "�_/_<PWALL FIAT FLVMM PARALLEL TO *NUN ANCHOR SPADINOS AND WaMM EDGE DISTANCE ARE MICATES ON THIS W+IONUUF FOR ED, * ON" Auckm smic" AND WNW am 004ao ON rs= MR ED. -
<br />- z 61-8. z
<br />i . IT SAWL I \---/ mvm CUT EA:, RmML I= TWO WINIOXIM ON SCHEDULE REBM ANCHOR SPACING BY WATfty#* SPACING SHO" 014 40 PSF OR LESS Loss KENN tows ON 90MU REDUCE AN0="r-`AF1z we "Mvm SHOOK 0. 40 PSF OR LESS 61-s"
<br />X - IN& � DISTANCE - 1__vRAcR SCHEDULE OY THE FOI.LC*O4 FACTORS, FOR THIS OPERATION TO BE POSM�F. REDUCED SPACING SCIBIXTUE av THE MU"o fACTm FOR " OPIUMMEN 10 BE POSSIBLE kDOACED SPACING
<br />� I (".) OBTAINED WING FA" SWU HOT ill- LESS THIN MINIMUM SANCINNI WORRIED FOR ITACH ANCHOR WK a. ACH W" T?P > 40 PSF TO 50 PSF -2.
<br />� i � �77T -, I THS SCHEDULE > 40 FSF 10 50 PSF -2. O&VAn VSW FACTOR SIOLL INOT SE LES TINAR MM" SNKNOMN VNEREARM FOR t & E $1
<br />ON im SCHEDULE,
<br />I , i I/Ve 114*0 1 1/4!. 1/4'. Ile. 1 */4*. .
<br />--- - - - - ANCHOR WINE > 50 PSF TO 60 PSF V-10' 1��_ __j,�!. 1411. /.-I /11 1/4�-
<br />�-� I V ANCHOR INIPE [M LQ 4'. .!___ __ - > 50 PSFTO 60 PSF W-10,
<br />"'OK" -ALT1,11 . UPOM 'ONUID-01T _ __+ __ Zk"-W" 0"--*
<br />, OiTHRONNHO, ( wom exit-ev, I ;Mr. ,*=11 mm-ROANNI .
<br />_ !GgE 9 ELAN)
<br />W, — "VALE 0
<br />viodom W~ . 1�-&��%�IqA,I, SCALE 114'�I' mlimmum AND" wilim (w) 3 A 1 2 Air 2,12 A MW PANEL LENGTHS ARE 0 A MAX. PANEL LERMS ARE CiNgY VAUD FOR INSTALLATIONS
<br />/U VALID FOR INSTALLATIONS ;i�mwm izire I 2 , "r 2 "n
<br />1\,� \___/ = J%21nx-1 �9.. .... .. wt. VALID FOR DIRECT MOUNT INSTALLATION ONLY & � - ____ "Ohm 3 3 S ,/r 3 W/ SOLD SET ANCHORS & W/ SPACER AT 12 1/2- D.C. ri *) 3 3 1 I 1 3 "r , W1 SOUD SET ANCHORS & IN SPACER AT 12 11/2' 04.
<br />-N.. - W,- % - - I
<br />/ ..., _XCENse,.!:,? i,, -fEO PANEL INSTALLATION AT WALLS INI cool'a EDGE (K) I I '"10IN"INNA,
<br />, CERTIT oLot .. 0114100o, tl"W"Wu , .%,
<br />. SURFACE LEVEL VARIATIONS NATTHIN 3/4- 1�!M__ __ 3 INA � 'Ir 4 1 VISTIANCED.04 = �-- ___! S vr 1 3 yr I sl/A 1 3 ,/r . . - ;g�,.�:..::�4
<br />No. 44167 '- T` ACTUAL ON Dow" !!) - � A�,-`�Ukq`�i'Nl
<br />i Sir 11 I Amw EDGE OWW= (m) -
<br />� . = FACMR '. - - �� . - -
<br />: . .., -lu- :0_::_,___.:_ - -
<br />- . * FLORI BUILDING CODE (Ron High UoWelfy Hu cans, Zone) C 7 S,_ - FLORIDA BUILDING CODE (Man High Velocity Hu can* Zone)
<br />*. I I 1mm TV=. INC. F.P. I I 'r i�v_ -- --- :z- . t _' omil 711m, INC. "I
<br />-;-I-- -
<br />S OF . -9 WoUt xygm ft, F,K. _____i_Yr_ 1/2' __ a .. 0.44167 S STEEL STORM PANEL
<br />.. I P. 24 GAGE OALVARIUD � 1 24 GAGE GALVANIZED SM STORM PANEL --L- __ - -- 24 UM 04VANIZED MAW ft
<br />.. .4-1 STEEL STORM PANEL : - 44167 , IN OR" W. -- r - - s
<br />SCALE 1/4--l- SCALE 1/4*�l' CROOR ft. 7 At I*- w lwJ
<br />:-T!
<br />� I 0moill',,, 'r III, AS 7� 'm 1� . �___ _� z
<br />� - 3 t,ir ---d a ; io �,'. Z� — — I �-,, STATE � rlwT.. N.i . _� 07/17/2"0
<br />,Is — ------ -F= - _.:�_
<br />utt� (2 ,
<br />,
<br />4111111 &W. INJ STREET SPACINGS ONLY VAUD *4N SWIS Usm SEE ii FOR Ox, A_S�O. TIUU1 46O) Ivol 61 sow - SPAICINGS ONLY VALID &I;N�15PAM Is U � SEE C ,lMF?R MAX A.". -- ,
<br />AE�lt WHEN SPAM USEI:L , ONION., Riam D,K= &3Jt4 20-175 DESIGN LOADS & MAX WHEN SPACER is'. .4 -�,* v _M4�. - ..", R".
<br />, FM Ge4)mo_5w ,_ . "'. mom, oattim-nift
<br />_� GTHR= VA. A DESIGN LOW$ JE ". PANEL I . 9 I=
<br />L.,ze. =1 I- I - ''Ill , �l P; ,_ ,.sm
<br />PRONS 20-175 1 I.Ni�p - I .. _. � % =,�:5_ fm ONSININW-sip .
<br />-
<br />z ; � 11LIECOme FLORIDA BUILDING CODE �Kon High Velocity RIO no zone) . " - / IILIECO me ON PRMCTSI, LLC- #'AT/' - - t . / 11 LIE C 0 IN-, \ CLOW PROTECTION PRODUM, U-C- - -
<br />CASE & (P .*= _______T_Vr______ * — ILY_ - ::::-: A?
<br />.�L_ GLOBAL PROTECTION PRODUCTS, LLC. Ulm :-:I--:,-.---- ,�. 1'. ai2k4b's,�i!__1 :_,:__-__T_ I-i - L--,..- ORI � - > __ - 4m SIL In
<br />R10f, Top" 111171144 A, X%NWWS ~AW COS. n. 3&RMT
<br />14 20-175
<br />1 ("-)M-vo? VS �0� BOOM Nk.i ��;, �; r . - ORNOW, N.
<br />- Ck-O=Yio ITIMMIX, W. N CA-00MV) !q-**- Fmio, I - - I CA-0000719 -
<br />- WINK,j04TISENtalw"Car *=A ,19,w� P. -
<br />, 1 __ pm- NOV 8 OF IS I AN I-Ndro oral I "167" i I I I I -
<br />Pm WANjvmvuK/OATNE ,� . I I' �N_ ZL_ - � 0 1 , . .. . - -=iikX__ I
<br />� I 5: I$ 1 I I I . I ,� 1, - -
<br />WoiLTER A, 7" Et 11, Eazn�
<br />I I I I I w
<br />--- - _.__ - --- I - -------- ___,___,WCN0RS (SEE SECTIONS & ALTERNATIVES ON SHEETS 11 14. 15 &T0____________, -1 mi
<br />i IN51ALLATJQN QEJAJU EQR LIFE SAEM PANELDI 1
<br />3'� MAX R-IA/13N R-IA/13, 11-3A/114,, R-19113. R-20/1& R30/14� 31 Nom, E- BLOCK MU911URES
<br />I MR. +R-IAW/15� R-2AW/15. R-SAW/16. + ej� I* mmi
<br />MAXIMUM A.S.D. RESIGN ERESSURE WING (AlEfid.) A812 WRESPON 11413 MAXIMUM ANCHQR SPADINQ D.m..(j),__, I R-181011/15. R-291111/15, R-3011i 6. =
<br />___ 1 , - _______,__------- __--t ----+-- Ilre TOCON 1/4;61- __ ST94 POURED I TATPC�!___ Sm
<br />J_ ARE NS .�., --I �� OR ANCHOF, 0 V - OR
<br />I J7MNCAr1qE , , t, e"""""""""`
<br />- �
<br />, CONER j
<br />I I 46"' ,,, CONCRETE OLD"
<br />� __ "' �. - , CONCRETE BLOCK �, CONCRETE BUICK
<br />" / _R, ,
<br />I
<br />,
<br />,
<br />Ile �
<br />tt7� ,
<br />/
<br />/
<br />j
<br />�
<br />(VAUD ONLY FOR PANEL (DINSTALtATIONS AS PER ALTERNATNES IW THRILL 4W, ON SHEETS 6 & 7) _� 0 0 0 0 0 0 � 10 - -1 i"' , , _ RECURED. ROOLINEFA
<br />IUMULE FOR REGULAR, SJOR TO WOOD STRUCTURES (�) or q) - I LZ - D.C�i r-mm'!"N' 91 O.C�, I WMIM!NED
<br />I I REQUIi REOUIRIED,
<br />I-1 ----- I ----------- �1
<br />------- - ____ - l � - 1i;1T I
<br />--7--J--;---r- , Tl � I %__,�
<br />I I I i Ft � .
<br />--T--- , , — I c z 1�
<br />; _T1 _Ai) r 71) �
<br />F I I I I I I 11 i I I Ile V_ 111. -
<br />MAXIMUM ANCHORS SPACING MR E.0- - AS SHOWN ON SHEETS 6 Ak 7 APPLICABLE APPLICABLE N,,TMUN i i I ! I � - � 1/4. 4%4 (1) z
<br />! i I I � � � f
<br />v", A'S.C. MAXIMUM MAX. A�S.M MAXWM ANCHORS SPACING FOR ED, . AS SHOWN! ON SHEETS 6 A, 7 i I I � � ,I ! f I t � I I � i - C112 _� - 0
<br />TO � I i � i _v_A&_,____I --I � --I I= --
<br />]DESIGN - TO PANEL DESIGN - I I i I � I 't lt ----I . "I I 1 5 �_,
<br />ALTERNINTWES LENGTH I t � i j I � I I.-l'
<br />14 I ,7
<br />PRESSLIRF III= LENGTH PAESSURE 1 1 1 i i : I I i - 11 - � i . t%. ,�, )
<br />RASING TAPCON LAO SCREW PMELWTE PANEUMTE WOOD gUSNNNNG %. RATING TAPOON LAG SCREW PANEILWX FNANELNIATE WOW SUSHING, Ofo,40�MMT& -C i I � i ! I I I , I I i I I � I L;2 i - I I i E�- I I
<br />FEMALE TO PLUS FEMALE to PLUS - __ --I----- ! � ,_ I I I 1 c I , -,I
<br />�
<br />(p.,U) or THEM (".) (PX0 OF THEM ki`� I f i z I � 3 ! ! � i ; I I : L i I� � 11 I
<br />I �
<br />I � 1i I i � � I � 11 i 1 i I I" VA I I 1. i � I i Mr a w. � ,_<
<br />13' 13" Ir 13* 13, IN I ". 13, Ir 13" 13* 1w (TOP) I , WUK. 1 4 � � I �
<br />-_ � � � . FORE1 LENGTH j _(TI ,
<br />, � � ! I � C;0
<br />ITO (BOTTOM) k It t I (�, t �t, I i � I 1, - '01) -0 � �. -k
<br />3L I il f / I I- - " i-i- I
<br />______L - __L3�__ ly lY__ 13" We (pollom) Ir 13* 13, Ir e - i � � " ! I (�) i I I It 0 . t 11 a I' An. I I Cu � - u-
<br />$ I/2* 01/2- 6 1/2" 6 6 1/2- a 1/2. 6 Ile 6 Ile __± ,/�� 2w (TOP) I i E � - _� ! REGULAR STORM % " I � I $'-e* 0 +40,0. -4OX MX i I [ OR,
<br />I/2" __ - 61/2' 1 � , i,,� � 1 � i il r� I � I ,.f -EN;N-AR wo Real- UNTITH BEILT) 11 I I 'ja�q � 11 _�� � 'TO GLASS, I/- � -v ir7 -
<br />fom" _ _f �
<br />I To CL&W �
<br />- __ - . . . 5 1 � , I 1 ,_ i I 1 1 i 1 1 1 . 7-7-- I Dw __ LO
<br />, I/' 5r - 6 1/4 12 t/2 I/*- owm 5--O- , - NIKKI' IEA� �7
<br />__��_ �!_ ------- f ------- �---j , � ------- 1 __ --------------- 1 4110 - CLAM% i -- - " Rm m
<br />0 ". w OR I i i 1.4 ----- � � W--,- W.. I.; - - , -r 0 +emo. -5#"3 PAT j AT ix , -1 - , 1� 5,�� i I ,
<br />'. - - I � , � 1-1-r- I I i �, =4=1-41 �� � 00 � � , ,_�,
<br />LESS 7' 7 1/2' �w _(�) LESS , I I' 4�_, I ___ - v f
<br />- -,!:--- ___�:_ __�:_ ___ _____ __ ! � � i i I � � . I i i ! I �ii 9 I (Wilo WMAIR No PANEL LENGTH Sam - / I _:X -
<br />r IN. 7 lIr IN. w 3W (varm) - � � � , - - j /U - - __ I I =0;; 11-01 I i
<br />'. - - - __ - I -I,--- - - - --- 9 I I IT `Z� I 11 -1-1 -- _11- 1-1,11
<br />V a, . r � _'_' - - I I I - - - - - - - - � '4 1-11-1 - 1 4- --- - __ I "I f i 6 __�
<br />- - -11" --i- - -T I � i 1
<br />__ - I -11-1 - - - -- __0 " - � I I " I I I 71--f ________ 9
<br />-I T1_ - --- -1 -A � � � , I I 0 I_J_ __ I i i 0 1 �.Ir_
<br />_13- r le e Y 13" 13" 13' 13, w 4w tw) I I A -1 v M.� � v MAX C: -
<br />I . .. .... . �� I 11 I . i USE r-w M*� PAWL LENOIR 11 v Tax I *v wx 1
<br />3 � , ------ i PANEL LENGTH 'I- ____r
<br />�
<br />. -,, I ; 11-11- 1/4*0-20.1 . 1 1 - ! ___ I 1 i i AT ALL MMNTWM k4a LD41H I LENGTH I ____ __ C' PANEL LENGTH
<br />z 1 A 1 , - -- -�-- -
<br />OR 144 III (w) 13" 13, Ir Ir to' IW-4507P - I -,, ! - I : ; I I I � I � I �
<br />i I I i I --I---- (SEE ELEVATION IT 1VATION IT '.SE1S=Ar
<br />LESS +75TO-75 . i i i ii�_, ; s LL. ____T i (SEE (SEE ELEVATION S i !�) -� 't,
<br />; 1 I.1',______1__4_ _ j---=4- �4----- ON SHEET 12) a i -,
<br />-5� - -13- - 13- ly tr - �46. -45 13, le 1 N�v - I 1 7�� � �______ 10 (1:1 'I, 1
<br />13, Ir 13, a 1/2, . / w&.n p 1 � I 14 � � " -1 " -, 9
<br />1. I I � i I I I x � I SHEET 12) 1 1 1 ON SKEET 12)
<br />1 � : i i , ON-
<br />� I f i f - -
<br />-Ir -Ir -Ir -Ir I* BONTEN) 13, Ile 13" 137 6114. IW (safflom) I / i . t t i i x I -Z I 1___T i I - 1 ; v - W � -
<br />� I L1____LJ1'�L ,-----,, i 3 � � 0 1 � i
<br />15L -, I- � -.I'/---,-,- f , � i 9 it TO GLASS, � � I ! i r'.111w, - I i I - &,, 17'�- --- 4
<br />--- ,/1. __ - - . - I � , � , , , ': , ,,- - ____ w � I X;6.- 1' , C
<br />s7-1/2- 6 -1/2- --j7N/r - --i 1/2' 2w (w) a q2" 61/2' 6 I/r I 6 1/2- 1 6 lIr 2W (TOP) 4 T I � . I i
<br />. I
<br />- - i I i , , - - -,-- i "I I --T---T---1- I q2 0 1 &_ ! ; It (�) I If ! �
<br />I I - W-11" - /4' 12 1/2' . 1/� ii Lsm.) >w-v � I � I . � .1 I I 11 I I I � I �
<br />_____z_ _____::__ * R�t 1/1' __t -1/4" i!t_0_m!-1_ I I . '2� - TO 1 1 � � i � � � : 1 � 1 1 , ! I � i I . i i - i (D i __
<br />�! -ITOF; 14'-4- _W ! - - - ! � I
<br />- 4 1/2' ! " ) 7 wA!�'H, , � , j � I -
<br />4 1/2' ,N. ::Lkll: I -1 !, i __ I I � (h
<br />. I . _4 i
<br />I - t � I i
<br />i , I _ - I L�2 i � V2 I i
<br />,
<br />- '. i i i � - I I = . I i /'/ I i � __�__ _(�) � 1 61 � , ,
<br />4 11r 4 Ile 7' 3w (SMORK) 12' - cmi �cw) I --.I--" - - - ,----L- tk - - �_ � � I /I I I � 1-
<br />� 11-1 --,--T--------7,q - - - - F I , I ; i I __!�) i. - I , i 11 � I
<br />.- - I I I ISM P I i I (11) -C
<br />5 1/2- . � � �
<br />[ � - ! � ! i 1 1 lI. I i I i I I / A � A !2 3:
<br />___ , , . ,
<br />_4' '
<br />---- --- z I
<br />- �_'! , __ - __ iij E I � ._T� .
<br />- ::----T----I-;r----T- 4w (w) , , I I ! 4, /
<br />to 1/,r s Ir I 12' CrOP) � I I f I I I- I
<br />--- I_ � ____� `�_� i I i �1, ; i I I -) (1)
<br />r --,- --l-L-1, � I I i 'd -
<br />i A - i I � i � I �;
<br />___
<br />Ir - Ir __1___13____T_ - I - - . - ,------. _4 I-- __ z . I i I I tw? Nwu*,�i A , , i � - s . �
<br />T I k i L q -4§ 1 i i It i
<br />I � i _-, LOCATIO, 0 i �z C,
<br />� � � i i I I i � � i -_ �L-f li
<br />SEE TABI #1 FOR MAX, A,S.D� DES" LOADS & Wi PANEL LENGTHS yll MAX, A.S.D. DESIGN LOADS & VAX, PANEL LENGTHS VYHEN SPACER @ "I I � i � I � e 4- i � I I � , <
<br />� . � 4 A � PANEL Smi: , I ; i *w f i z 0'2 Ig OCT _-A ---- j � ____f ,;. _: al 11
<br />1 � 1 � ___4 � , ? A � - i i FA - !
<br />� � I I ! I rc=� 'I'li,491 1 : 1, o? I I " I ot: t i - �I 1—d -
<br />I * USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 = )ING ONLY TO ALTERNATE 2W ON SHEET 6 D.M , 3 , L e _J__________1_ ------ _____j 7 L_ � � L _W*0 3: "r, '> = >,
<br />I � I � I N� .1&4�.. .
<br />-
<br />. _____ . _CVvN4w_-j I I _j _1L.J1__j _t __ � rl: 0 I� �,b
<br />� ' T_j ' TOM NUT AT , I . oz. _iRO7 I N1_ -
<br />45 ____j WI�4 MIT A - r , O
<br />I ! _:r - LEFT PAWL RICK PANEL r " ONLY VALID FOR WIND .. I I -_ - " : C_ C
<br />lag 111 A ,I 11 ON. R1A/13. A2A/113. R-3A/K R-19/13. R-20/14 R-M/K I. MR, -(A) 4 4`0 TAPCON
<br />J, 170 mp,h�
<br />R-IAW/115. R-2AW/11S. R-3AW/16 R-101111/15. R-28W/15. R-38110/16. I I L 1/4*0 TAPOW 'j, 0 0
<br />1 [* LAO. � I , 11 I *0 TAPCON ! 1-0
<br />A.". DESIGN LOAD MAX" PMEL i -ANcHOR 0 0* MID, 1 ANCHOR 0 11" MC. 1 � "/", TVIV O'e, 1 ANCHOR 0 r 0.0, �_ I C 0 =
<br />LENGTH L----..---,---------AkvKm (SEE mToms & ALTERNATIVES am swxm i.3, I*, ,s eisL,-------------t I -1 -
<br />Ile W, GAP L-M POURED CONCRETE OR CONCRETE OR CONCRETE OR CONCREM OR .-
<br />40 PSF OR LESS 6. -I T-- - -.1-1 L-r.-up"a "QUIREM LWAM.O. REQUIRED, Lro-NIU0=110 RENDUVEM i,_ r- CO A- -0
<br />-8. UEE SAELT—Y STORM PANEL M ELEYATIQN M il > al: �� FL
<br />I - 5=QX R-2A -21 � ,_ .2 w
<br />> 40 PSF TO 50 PSF W-2' 2AW SCALE Ile- I' REGULAR � 2 ��Ls 0 uci N-Anis 6i REWjALj&tW 0 1-8 ,;
<br />'r (D REGIVAR (NOR. ai"6E -1 Now ma-1) Xj) LIEL 36= EAK" EX FAM
<br />> 50 PSF TO 60 PSF 5'-101 mmagni I STORM PANEL - __ "NAww"is , f STORM PANEL i
<br />I
<br />I � J10 . �
<br />_j m2mmus,111041 _____4� ------ - I ----- ------ I -------- f--,-n 4!z=..v��-=..z==-----------------�.-----. - - z. = ._ 4 JAOU Gs MLL Moumms
<br />"", , q -SCALE 1/1 . KOENVONINN,
<br />1 . .. %� J1 r -,
<br />I
<br />�
<br />. - "A /w � .. s I I /I ep � �:. '�',O'.',��\
<br />W/ PANEL MATE ffMALE ID OR PANEL MATE PLUS .. ;� , �, , VIC ..!si" . I- I , "NIN,
<br />? I "� ,_�� � . Ew .. �� .
<br />A MAX PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS I/*- " �
<br />!
<br />1:�
<br />ANCHORS & W/ I& st,04,01ONK4 - - ----- - �_-_ , - __ 14 �w **'
<br />__ ep .* TN. ,
<br />--i/ . %C ,v .. �
<br />111. flQ _41/2* D.C. __ ==� - ,z== =�, = " . __ 4� ?_ Z==�:_7_11 0 ,
<br />. \J-4-) : 67 .. IS SIR SHEETS 15 & $6 MR ANCHIM AWOCO Tm e
<br />,I � z TYK A SPACING " IREViLLATIONS INTO - UPCON, f I ..., I
<br />.
<br />,... �.�%p LIFE SAW PAR& �: on Hish Velocity Our 'cone Zone WOW FROM OU4.ONM , No. 44167 .. = FLORIDA BUILDING CODE (Man High Velloolty Hurricane Zone)
<br />.... il- FLORIDA BUILDING CODE (Non High valocRy "u come Zons)l .VIA- - *1 FLORIDA BUILDING CODE LN gWW1%=VMN,0,S A14D ON MMAA` "OHM TAM 29- __!,_ 1 *.* .
<br />� I . . - I , E #0 10 ON 41M .. * z: oz" TNUDNON,, � I'A
<br />.
<br />.1 i eem o1m. m 24 GAGE GALVANIZED STEEL STORM PANEL Qffmg '* 1- Rfi�... 49M IMAM w_ 24 GAGE GALVANIZED STEEL STORM PANEL F.A.. SONSTILM FOR CO. I= ITHAN VOCAUD 7.-**."1*-- 6.) 4 a . - 24 OAK GALVANIZED StEEL STORM PANEL
<br />- _ - SCHUXAr mum ANCHOR �� - I -
<br />3 : , ox�" - I ______ BRAIN W, NNNUORNmAURT s STATE OF .-n:. S - INNNWN ft
<br />,
<br />3 *. * .. * 1 1 By MULTINNI.ym SPASM "M UK AINNUIL MINE OMM EA - 4OR
<br />GLOBAL SCHEDULE BY HE FQUOWM FACTORS. '. om
<br />7�-,-!�% 0 ivaL r PER THIS opm7m TO a POSM" I " 'O'
<br />�� 07/27/" _ .,^
<br />OF I - - �� / I ME C —0. - ., \ GLOBAL PROTECTION PRODUCTS. LLr- "'"/" .
<br />. , t r-- -',, Z IILIEC � PROTECTION PRODUCTS. LLC. �:I_m ' __-='��- Z11LIECOme GLOBAL PROTECTION MODUCTS, I.I.C. —
<br />, ft-xl __ N1r_ - 11 I . 41110341t 51 srw
<br />S.W. 5 svw INHE "Aw �
<br />1� a., ll Ili, - _ - $E9110H A -A __ 4m S.W. a '11, NA "Iff
<br />w". ��e , 4 to AWK 11- =14 20-175
<br />- � m _-,,w=rm'Am'r" PHOW- ("*)M-7545. Fm (WHIENINE-sm StAlf 1/41-11 ,_ w
<br />x,*_w._ . -264N KENN, (954)NOAPIND 20-i7S FACTOR - - __ ,-- - -
<br />�i . . , &Z- , OPA" � Mom �
<br />11"I", S§ *1 .11170.�T. / 7 4�/ 1_cl�> No- � � � Yet - P401do 06099O Eftill" BROOKS; 01010AIED MR " 0:w
<br />) fii;� - ON-61057 � F.E. swasivoLovoill: - CA-00070 --t __ ANCHOR TYPE ON THIS SCHEDULE -
<br />I ft - - =&I t-. 'Em I I - i $ill= 12 or Is -�i,:. - oz SEN,'1SRNKNm*N�i%T,xE -
<br />HIINV� K=2112 - i 51., i - I I I I ___ --,---- n2mlK - " I .. - TO
<br />M� �
<br />'11144; it *at C-7 _. . I I �-2 R 1 .7-5, .1 i - =L=
<br />. ___j I I
<br />I
<br />INK&LAIJON DUAI - INUALLATIO DETA" EQR UFE SAEUX 2AW.LW INSIALLMION OEMLS FOR UFE MFM PANELO)
<br />M E0_8 WEE WM F-ANELnI INIQ MQD STRUCTURES
<br />�_ INTO W-QQD STRUCTURES � - I 1 1 - - __
<br />'- 7 , 2"� 7 1 ,/= -, I i -
<br />- �-,V�7_1_ �_� -Tv�-rr -1, ;�17 7 � ! �; -7- --r - - I
<br />,
<br />, , � 11 7 �,;7-IT,Ni-T-1 I �11 , , ��T I I
<br />I/ �/" �, - Ix 6 �/ - I 1,
<br />A "1* TAPC0
<br />No �_ 1/4,0 _��, ,-�- ��
<br />D�6_1 192VIVIS" HOR a I � HRIM"Or -;r
<br />I _�'11 -,'�j _J�AOER mem, , � -42ZIDM I - _= wma Z/ ___ -1-1 I I. I
<br />CONCRETE BLOCK CONCRETE BLOCK �� �,, '><F'- �, 11// . _�_ - / "__<' - 4=11
<br />'.
<br />. REQUIRED. ,><F- IV �; � iji �;�� i�l , 1�� I i 1, -vo.-RIE11EN" , , , Cn -6-0
<br />-,,,- ,,,� I,
<br />REQUIRED I ", _,_� � �, 4�:_ ,F',- ,�,-. 21, . I ,-,
<br />" ZO TAr ii :_� X410 TA:PT % �', , I � I - --, ,� ` - �-_ [
<br />� NOR r D.C. i _x D.C. _____ ___ __ __1
<br />/n-', I - - fff , i " (1)
<br />I TA77 O�C� , ,� , ,
<br />r_ - \ � I ry 44�ZOR _ -"TAPCON
<br />I
<br />i 1) I � w '1� � I t t \ / " I ,Y 4: �- , i � _V R a v Ox�
<br />\ i \ I \ � r� \ I I j , 1 r �: H;V7 O.Q �, \ f � � 17
<br />. I _. �1, � k I i , \ I % if -1
<br />- � I \ � �11 k A (2)
<br /> I'll, � / A !� F " ,I I 1�� �?, , / \ �
<br />__ i 1, . T I- __kV \ / �� -1 \ I' i I
<br />.—i - � � i . 11 �
<br />-i 1 �I/2- � � q4- - = 1�� I �
<br />� I , , , ' 1, - 1/4- , ,,, Z, 'A. __T �/
<br />'A . � I,/, r " , , Y � F � \� I , 7-4) `\ , -4) f 1/1 F-4) (1) _=
<br />--j I., , � � � � 3-1 . 1
<br />L 11 � i t - v � i \ --w MAIL i i � I\ _161 i /1� - . ,/4.
<br />q .\ 111� I I ____ - MANL___ a=zNII �4;
<br />1 i , _4 \ T I x ; 4�1 j
<br />i . I i �\ .1 - --I / I.\ � -1 I � i Ix . I . _ \ =*L4=4 MAUL
<br />I , 2 ,�: 7�,,,,,,, r � _�/* , r- U)
<br />X/19 , t I 1�
<br />i , /I " --.--I _p__j
<br />I ., I , , i "' / -, I � I I m a
<br />I I , \ i -11 � /'�T
<br />I / , � 1 , I 1-1- I r W I � e � '�,' i / � INK, i (
<br />I I I /,� I / � I '11. \ I I � I L / \ //JA" 1 1� i / NO
<br />,I I I � . I �11 I 14 I i 1 \ --7
<br />� � 11' i � I I
<br />''I X — I � I .. � . I
<br />__ i i I � I
<br />- ! � I i A - I 1 4 �, -4, 7 1 � I I I 1 :3 m
<br />/4� I 4 TO GLAS& I - �1� ! i I . _(Tl i UE� —I -(D I NAU . � I Li� , >
<br />I I I ! IT 1 I ., i I i
<br />_111- 1�lw
<br />�' �", i R
<br />- _ _: if I IT ,- i ___(�) i
<br />CLAW t_ IV M. : 17-1 1 0 i I _(
<br />FE"Niij 'j- I _"-, - , __ f - � I 0 -11 . D
<br />---,-- - -1, I .�-1111 - .m ! EXMITIM,'a --..- Y;, __ ` 'r FLO 1 1 �'- - 1_0 r1ko
<br />It I m4=11 in I / 1 � cmlwj 'Al- - k-1-1 ____T"=�� �_ j ./� , v,,----- ,4 -- -f. I iall-INTA, � _ _ � 0
<br />-Em I - � - - 11-1 I - -1 14 � TAXRI i- 1� i .. f SLAW$ 4.��_,_=�,_ 11 ! i . - � 9, I I
<br />� s J. -zVk ; I fl- =14 k- ' � '', ' I "
<br />- --- ,.- -, --- - __ l v � GIASS 4 , �� I E-U;il i =N ____ -11-1.1-1---, _��= �_ w%*eW- � .. __ -1-1
<br />I M 1-1- v Rivt� 0 I --,-*I ! 4 v i IN_ �
<br />I � PARM 1.04TH It __ __ - ��_ - '-T-'-'-"---' v MAX, 9 T � — - - w-rIF-0 � --mi �
<br />I I - -, 6' PANEL LENGTH If I 4 7 0 i wx .- 0-
<br />1 4 PANCL, LENGTH 4 I R "I i ; It,
<br />I I � (SEE ELEVATION -- I ===_v__ ------I v ". g= ----- - -- 0___ ii. PANEL LENGTH 11 I v MAX. I NA4
<br />-1: New, (SEE ELEVATION 1, (SEE aWAXION )____;_ __ IL_ - I
<br />""W1110-1), I - PANEL LENGTH 1 1 ON I PANEL L04TH I , kSa ELEVATION
<br />IT I* MIT,. 0 1 Ill v--4 I PAWL LEWIN 0
<br />- ----i ON SHEET 12) i H PANEL LENGTH
<br />i I a I i it ELEVATION SHE" ti) "---LLLLL .1 Ism ELENOTION a SHM 2) ii I it 0_
<br />i a I - I � - ___(�) ON SHEET 12) --i -----i � 11 I 0 -A ON SHEET 12)
<br />1 - � I 16;_SHEET i2) a F-i 19UPT 4
<br />A fo,Z�' � � i 11 - , i �_� ON I it . I I I ! _ I
<br />i I . 1 __ i Cn
<br />I I I � � 11 I M. -L � _�� I �
<br />I � I � i It 1 1 ! I I i It I <
<br />I � ; ; t==---/T-----� - 1.1--WARKTION- I f i �
<br />I - 1 0 '. w,. f ! IV qi�� ,-+--- T z I A I' mit" � - I
<br />__(D L�2 I � �_P*_ I , _ I - ir__, F � 0 I* Non. I �
<br />1 ---(D 1 � (D � *-SE%AfUiTICN- -..(D 4 (1) i a I, WIN. .
<br />, 5 � 11 TO QLN`w ; L�2 � Im __ I i
<br />� I � � *---SEPARATIOT i � I I I ti-_�-Alwo* __(D .
<br />1 1 i ; e ! I i I � 6' i 11 I L�2 � I TO GLAS& - � ! i i i �
<br />. i � ; . t � . I 9 0
<br />. I . I � x a I i ; fi� �
<br />ow i LOA I i i i 1 7777 141--- i ; I � i a " I 0 1 � (D
<br />. I I � . — _@ 1 �
<br />� I k IA I , i
<br />- I I =6mp%w1_j i j , - I I ��_, a I V V, i iEkv- _11 ... ��__ I � . : =3
<br />CONCRETE EWRLM t � I CONCRETE BLOM i @ , � 7!:7 �_�_,_ -, � ,
<br />I I i IQ, I i - 17 1 1 i � � " I 1
<br />_,", , * ,*4, i � E`_ - - , -, �, - 1 #nixom � ; = -0
<br />I
<br />REQUIRIX) I Now= . REWRIED, - � no I El- ". I I I � , I I , EIt. , �
<br />I 11:1 � _ I I
<br />� I _____t___. __j j It , , --, _--� �� - F � �
<br />ITNIEN") I I � � � t,�� E - __ , �L - I - _J(4'j;r , -1----i , , � w
<br />i L_ t" . NI __.� a � ,
<br />-1 -i Ea. i __J
<br />,-..-i--j I �__j �, ". `�_ � 4' ,�� , I --l-, t_ " ___1 0
<br />11 ! '� i � 1, �' 11 , WIN. f - '\ . t- � , - � " t � I � I !
<br />N �_ 2".41 'low i � -1 ---L I , I Altail t �;- I � I , � f L_
<br />i I \ �
<br />, ,11 , I ; - , � 1 U � I I 1, � I 011- 2*44* WGQD 11 2-.4- wagg ", � I j �� 1 � I
<br />�/ "*.:A.l � �n " I 1� " _jj � t �l PLATE � I 11 i 1� 4-: PLATE Q.....
<br />I
<br />I I '� t� 1 '7- -ANCHOR 0 S' O,C� ; PLATE � I IL, J� - --v4-1, TAPOON _ i � , , REQUIRED - � 44 i�� 1i R 11 1/4"0 PANEU97E PLUS
<br />.4 " " , , �� c1c, ; i � � I , 1171APCON rX4' WEi � i" 1� REQUORED ' � , 1 1 1
<br />a P L - , 'I I :j", STAGONERED ill/ mo ) 11 i \ - "', 1 ; 1 \ 'i I I .1 A40M a v GC. �`t i I � _k4KNOR 0 12 1/2- O.�� �', M -ANCHOR 0 12 1/2- OX.
<br />\ L4) I (�) PLATE � I , i T ,,, � if, �
<br />P_ ,� i I kj -i [� it - 1/4�* TAPCON t � i[ i I "' REQUIRED ff , _" . S' X., -
<br />�L, 1 i 'It ' UJh �' I i I m
<br />, ,
<br />CH - '=."' , -
<br />12" NE/2 0 2 ffiffmLs AN (..w.)' 0 L11912MEL , I Sm 04� REOLARNED , _ �� 1/4*0 PANIMATTE PLUS ,
<br />, � � I I I
<br />�` , I I � "I -\ 'i ,� .
<br />I I - "
<br />I ) I I � 11 I , ; I
<br />, 21.0 W060 11 -1, � - I 'L, ", 1, 1 'k, � Ill L � ,�, -
<br />I , I 1 , ,,
<br />I j_j2! 4f� ,' - I `� i, � " I I �� I , , , a)
<br />mu OWINGS _I � -PLATE " 1, j � t i � , I 0
<br />-I* __ � , L_ I , % I L `
<br />so" 318 A�-L L ..'� 11 L_i,,�_� _U,11__,L� I
<br />_��\, I 1, I
<br />�', � i , 01 I
<br />I
<br />sm *eEm 10 & Is I'm ANCHORS, I"m a swm FOR RVITUR&O fll � it _n 411 �� ] 1 t -1 , m U)
<br />INSTALLATIONS WO WOD FWM WJ&Dt4M I T ! I L "-
<br />, -1-kil: �, "_
<br />I � � ,__j_,l
<br />MU" ANCHOR SPAMM AND MINNOW EDGE MANCE I � 1i �
<br />Am Imolom ON THIS SCHUNNULL FOR lio, I= IF" , CIO
<br />WATIDO ON SCHOOL" RM= ANCHOR WA� W A -low AL M
<br />"TOLYING SPACING :ROWN Off SONINTITULE By THE
<br />FOULOWITIS FACTOft FOR THIS OPERATION TO OE POSSAMILIE. 2 'LffjFF!WFI-_'1 P A "119PAIMS, "ON MI. 1p L m
<br />AM= SAMONG GOINNED USING FACTOR SHONJU. WT BE FNU% Am- Iff f _E SAFETY PANEL t2w km "'WOMPH"'o
<br />US THAN MINNUM !iANTOW 00�Ala FOR ENCH ANIDIOR %41�,, ,
<br />TYPE ON THIS SCHEDULE, -, Lof"I'7" /I - rs �..11'04%.
<br />:_44;�?" ftu��� WAL6#Q M Nuk
<br />.:%, om /.., ,zmmm LLI
<br />__i?!T`��_ -Aar ... 1. Nz R", SCALE 3/s.1- TILL), ,,M �t�-'-`��EIY�;`-!'A-
<br />AMMO Illilit ". roY� - . � . S =
<br />.1
<br />NO"m SPA�m PLUS I Np,04 --`V\CEJV$j'-%'9 .._!: . / I 1� s m
<br />Wo" . 3 3 i �, *. . "* . . FLORIDA BUILDING CODE (Non High Velocity Hu core Zono)l
<br />'N I .� .� x FLORIDA BUILDING CODE (Mon High Velocity Hu cone Zoned - .. CEN. .. - FLORIDA BUILDING CODE (Non MI LT Vol"Ify WIN calle Zone) ,
<br />. I <
<br />1= ty 3 3 - ITIE. * .* om itim 06O. 24 GAGE GALVANIZED STEEL STORM PANEL IY
<br />;��Z_ (w) � 3 i * -, * ;*1 enimil, Time. mc. 24 GAGE GALVANIZED STEEL STORM PANEL "� �, r % I 61TON, INILTOM W_ 24 CAGE GALVANIZED STEEL STORM PANEL P�. z I E mm all
<br />112 UNION, W, 1. INSTALLATION ARE ONLY VAUD FOR A,S.D. a .- ,44167 - F 01140, ft, :
<br />1 ,v*,. 11 : & - DESIGN i .1 * .*. 1. INSTALLATION ARE ONLY VALID FOR MAX� A�S.D. STATE - z
<br />OOWL am mm i�.:po,`. ; 5�IATE z __ GLOBAL PROTECT" lar/11/311,1110 PRESSURE RATINGS (p..f) AND PANEL LENGTHS AS * .. - PRODUCM. Lm 0?/V/2m DESIGN PRESSURE RATINGS (px.f) AND PANEL . i'LoR - 0m.
<br />OR 7 PRODUCTS, LLC. `TIGN ON SHEET IL _* ." "L. �i
<br />llr� IS / IILIECO.. \ VATIN PER EUVA 09= ,�W�_ -7 > 11LIECOm., __�_ GLOBAL PROTECTION PRODUCTS, I.I.C. '
<br />___ --- i- "" - - 11, 1 �3 .1 DO SIX VIAR . S1. STATE /� \ GLOBAL PROTECTION LENGTHS AS PER ELEVATION ON SHEET 1Z �ia Z�� �_ - L .- .* 64 SFRW - z
<br />'NE -TRLICIION� WOOD , , ONTA &*. 51 SMW
<br />zo, sm 2. FOR NEW WOOD FRAME CONS TWO k 2. FOR NEW WOOD FRNNAAE CONSTRUCTION: WOOD
<br />__ 4= A- H, - - ON0114 Tl� =14 NAIL -4<�> A 'r,
<br />__J_Y_r �___:�i ::i_ . % �;* , Azosilz .." �0 N�10_,, ,A,, �/, A%�Iq_ " . DONE. , 33314
<br />r NNANO Rowc, w4mimm-744s, FAX, 030m-m? TO - VFW - -- W"-7--4d4 FAN, (934)0�6107 - .-MrSO OW)MR_HKe, 20-175
<br />- _t_�Til_:±�_� N'1� 20-175 MEMBERS BE SOUT44ERN PINE No 2, W/ SPECIFIC .- - "U-0113 AlOw. ( 29-176 MENMRS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 110fulfwat, - .., PHONC rm- L"4)wwaI97
<br />______.._. . __ _!�!__ �� IT DENSITY OF 0.55 OR EQUAL- -�.I�,�4 W.0,111 ��_ M. I _ . I - mwa ft, DENSITY OF 0.55 OR EQUAL CA-6000716 -.1 - I - ORNOOKINT W, <
<br />3 Z - - � -NON RONOTOP I - I - I KNOOKON, I " __LA�Iw- DOWN* 1 - 1 P.9. SEAL/SKINRIURE/bANIE P.L -
<br />- - I I i!M i ,-"!I it I I I I
<br />I I .& WA/=Na%0JE/0M w4m x w1j, m ARTER A, INULT tL . ------- � k $Non IS OF I# _j
<br />, I - : I " "I �,=-s I I L � -, 1�_�-X*106�__ - " AAM4 j III � I 09 I e _-, M
<br />__ II
<br />SHEET NO,
<br />SH 1.4
<br />I
<br />
|