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MAXIMUM A.S.D. DESIGN PRESSUBE MDNQ (II.M.1 AND <br />CORRESPONDING MAXIMUM PANEL LENGTH *LP SCHEDU <br />EQR SERIES 1000/200 E-Z HANG RM PMEL a) SMEjd <br />LY&JD-DB�-Y-LOR-EAR4-*��lkial-li�. ,�pl&yrxmQNI-I*-,"RiRl�-C-5t=�2.q il <br />wXIMUM ".O. <br />11.1ZIPSAUVE <br />W.. P <br />I .RMv. SEPARATION '31 <br />PANEL <br />APP TO <br />P,,) <br />(. rmz­ <br />) <br />TO GLASS I 4 <br />I <br />CONDRION <br />FM <br />.&&D. -75 3 <br />- — <br />70' OR LESS <br />---------- � <br />"'s. � <br />I <br />__ <br />SOLID - <br />�. <br />'' 2. .s. ,,W <br />I <br />7'W C, 3'w— <br />.60G. -75.� <br />70* DR. LESS <br />1 I I <br />1. 2 7,1' 1 <br />BOLTED . <br />� A, & .-w <br />- WO W/ F Ul - S.S PL& & WINGNUT AT TVERCAP & 4DIC OF PANEL LENOTTIT <br />LINED Wd4 <br />OF PAMET.- <br />V!V.'41!lii!W-"-)Epj*llli.n;i;l-*-�.�itillial�Jl.'iot'Z I f�"wl"ttjgdiol,;:I*.!;I#]Zl*lramif..,f,4i,,[il,IW,Il[931Ell: <br />- <br />"� �j fjteee, Jill litI J;l(9=Sj#J�jC.,;j 3J#3Wt W#j#j,[4J;j 31ISW�Ijli <br />n�_111 �11 t ��� <br />N!W-ARt xxm�'W.�ATAAIWIMIW�tmmata.-igmw-ll�44������ <br />MAXIMUM FA*MUV ANCHORS SPACM FOR E. 0. . I 1/2' " . - - <br />A.S.O. DESIGN <br />I - APFUCAiiiii To- __ <br />r -- <br />PRESSURE TAINCONS, I mg-ri PANEUPA,E FEMALE 0 1 PAINETTLARE PLUS <br />. <br />SOmNINT; it & <br />AW, CONMINADGN <br />OF THEN <br />I — PANEL <br />LENGTH 'L' (.) <br />1 <br />RATING <br />(p'..,L) to onwition: <br />... <br />- <br />'a :�� !To comoirm: <br />'a C To CONCRETE <br />R�r .1 <br />70 CONCRETE <br />12' <br />NIA 1 12, <br />----:��� <br />N/A 1 12- <br />. <br />N/A ". <br />1 N/A <br />. <br />V & 2, (TOP) <br />F--;T— <br />� <br />I I <br />'. 1 5. <br />I <br />4 . lr" <br />� <br />1 4' <br />V (BOTTOM) <br />SERIES 2000 + <br />1 I 1. <br />'. 1 12- <br />I <br />,� 6" <br />'. - 1. <br />,�� <br />r—./,- <br />- -------- �__ <br />� N/A <br />__ <br />___ <br />12 1/2' <br />.66,0, _75�3H.___._.,_____ <br />N/A <br />�� <br />� <br />NIA N/A <br />— <br />N <br />___ LA _ ___ <br />IT' <br />____ - <br />_Z 19DIT011) <br />_Z_ <br />_ <br />* OR uss <br />1 I- <br />N/A 1 1, 112' <br />N/A 4 112* <br />N/A 4 112* <br />N4A <br />Y 'TOP, <br />I <br />I — <br />- _ ___ <br />___ <br />—_ <br />r�� <br />M/A 1 12" <br />� <br />N/A a 1/2, <br />N/A 9 1/2' <br />N/A <br />. <br />3 (sorrom) <br />- <br />I <br />N/A I 12" <br />I <br />1 N/A 12- <br />1 --- <br />N/A 1 12- <br />� <br />N/A <br />., ,,TOP) <br />. _L��__ <br />j - 12- 1 <br />­ <br />9 1/2' 12- <br />­ I <br />1 <br />4' fBDTTOM) <br />___________j <br />* LIMITED TO SiLO D,,J. ASO. DESIGN PRESSURE RATING <br />­.- ­_� <br />A SM ' SHEET 26 FOR ANCHORS IYPE A, SPACING FOR INSTALLATIONS INTO WOW <br />FRUCE OLAILECRIL <br />WNIMUM ANCHOR SAACTIOGS AND MINIMUM CODE OISTANU ARE INDCATED M JIM <br />SCHEDULE MR ED LESS THAN VOCAM ON SONEOULE REDUCE TINCHOR SPACING <br />By W*,nKY3Pt SPACM ShIC ON SCHODULE IN THE FOLWWM FACIDW FOR <br />THIS OPERADDi TO BE POSSIBLE. REDUCED SPACING OBTAINED USING FAC SNALT <br />NOT BE LEW THAN MINNAUM SPICRCC lia�ITED " EACH ANCHOR TYPE AT <br />ANCHORS LEGED* __ - <br />ANCHOR Im" <br />_!4�4�_ <br />- <br />l/. . <br />PPRIUAR: <br />- <br />l/. . <br />P <br />__c <br />1� __ <br />. <br />__ ___ <br />__ <br />TA" <br />- <br />A AWAKW WAMNO (-) <br />j <br />—0 <br />� <br />3 <br />_M-__ <br />2 Tp� <br />_TRN,mRT <br />J*APPPiA W.) <br />- <br />s <br />____ <br />a <br />4 <br />3 <br />Im ARJ <br />%­_�� <br />- <br />";; - i;) <br />- 3 __ <br />—3,/2 ___37j2__,__7_ <br />'"m az ow <br />ow — cc <br />VAD" <br />— <br />I <br />TIr <br />- <br />- <br />- <br />I - --I <br />- <br />- <br />______ ­___ <br />� ,/r <br />___ <br />- <br />__ <br />- <br />U <br />--- —,--::: <br />Ta <br />I. <br />_,-_ <br />- :±�-��- <br />--- <br />3 ,/2- <br />- <br />I <br />- <br />I <br />I <br />+ ASOLARES M., UISANCE BETWEEN BOTTOM OF PANEL LIT j , � <br />AND 0 TO BE 1/2' X M� <br />i ., <br />L­i__� <br />T­j 11 I <br />I <br />++ REOURES IV— DISTANCE BETWEEN SOrTOM OF PANEL I <br />AND (�) TO DE, 3/Ir I 131ir <br />- I M.� <br />Hurricane <br />I <br />__­_­ ___________1 <br />_C�N.ENS EQR REQULAR, LIFE SAEEn & E-Z HANG STORM <br />I <br />(SCALE 112-1") <br />1 <br />- __ . - --I-- ___ � ... � . - 15.125' (TOTAL WTOTH) I I - � - .___ 1. - - - - - -- - - - - - 2�18T`_ - <br />__ - - - __ __ - --12500' (EFFECTIVE WIDTH) -- - --- --- I - ------- - i - I - . - I-- -., Cis" I - - 1/4'0­20.5/4� <br />1 <br />j 1i ,�'. - 7SO S,S� STUD mcna) <br />I <br />- & I/.- (Tl,p,)-- - . -_ r- 1 <br />_374;�._ "25, <br />'', <br />I -_ I- I <br />_- 1.350, - - 1.3-O'l- - 1.350.-, 1 .250' .- HOO* Taal I .086, - - I - OR * 12R1V1trR O-C <br />. �11 - - , ; t ! I COG . I I I ,po � (MAY 13E szo) <br />, I � <br />I " <br />I <br />- I t, - ___,_ f -1 I <br />I <br />12505 _� I ` <br />1. - - , - .1-1-4 ' <br />� , "I C �, DOW w" THt" �* J h - ,�, . , "T5' I . I $71" 1 - I _' I 't ..10. I �5� ' - .M�B_ <br />. DEMME CAIVAMO STEEL ,�, I � �N .. I ' 0 <br />I <br />. i 04]14� , <br />EVA ASTM A683 Typ I - - � " 2.0)0- � I OLS^ - - bC% <br />— -anlm , L� 1 <br />MMMU <br />/ <br />1 <br />I <br />._x - Ea, - 1 2 S- I --- L---- S- <br />�- 1. __J ,--, ,---, .i� <br />I <br />. <br />DETAIL . .. <br />I . - - . - � - I - - - - - - - T - __ I S' - _OYP 11 (TyP.] <br />I - - - <br />1 <br />I <br />1.350- ­�350- - DETAIL A-' _ <br />I PANELS SHALL BE INSTALLED ALWAYS - 2.3a71_ __ - <br />I <br />FROM LEFT TO MGM W1 1/2' LEI <br />AT M AT LEFT SIDE OF PANEL (�) "N" HEADER (�) M-MCK (�) AN= WITH STUD <br />"I <br />I " ,_�,' , - - I TYF� TOP EWE 0024* (40r'; <br />- I �, OF PANEL <br />I <br />I PANiLS END UP �,,�_ `��'.,� <br />I GALVANIZED STEEL <br />, _37S, ..270' ' I <br />- <br />W/ OCAN,em EDGE ,., �_ I <br />_-, <br />. - PANE" , , . - /111 <br />' <br />> _. I , / , <br />�� ­___ <br />_02' � <br />1< I <br />I ' �' T : <br />- � <br />1� I __ - ;� - I <br />, I "., I,". . , <br />_:� <br />,_ 4 I <br />, I . _r-,��,.__ .200- '� ,, <br />//:�-----�-�-- -__�,--;" I -1 <br />11 I , . <br />�,kll <br />I <br />,-__, - I 0 .2w IT <br />fl i I '. <br />- , � 1.62S: .11 ill <br />- - - <br />// 5.2-w-'�:- �-- L 41 <br />r <br />i <br />-, �� I . I <br />I -07' .O25, <br />. Al ,�� , 1 PC em, I <br />- 2.591 - -.-- MEMMIED,, , . - -_ � - -f- � �� � , <br />1� <br />Lu, �� <br />I <br />I - <br />� -� ;, � - - . C, ­ <br />�Nml \ <br />- PAWT, 15J OR ([po <br />2250' 11 I C, <br />,7 1; ISOMETRIC YIEW DETAIL A 1W �� 4 1 t# 270 _ <br />I I � , �/ <br />I - A ROUNDED CORNER 0 ENDS OF PANEL'S t;Si� , " <br />- - 16, I I <br />I END EDGE, I . �, �d", I <br />W/ U..." -1 2�� <br />I <br />LIP HEMMED - __ , <br />378' - - <br />1 <br />1 <br />r--2 <br />(ALT.S) -375 <br />,Y, BOTTOM <br />_.....___,_ <br />I AMMA-1 <br />2-50,* I . — 067* _0 7�. (�) KEY HOLE WA-MEIR I - EDGE OF PANEL - 710' - <br />��7 <br />3,750, (rlp-) I 3105-HI54 ALUM AUDY (�) KEY HOLE AT PANEL <br />I <br />- <br />__1 2-124- 1 ,SM SHM 6 FOR ADDITIONAL <br />___ - _/w, - , . 11 3.1 - LAIRATTORS IF SUNI LENGTI, IS I 3'. <br />� I 12S' 1 <br />v ONLY VALID FOR INSTAL INTO <br />- _Dql* <br />I _j - - -- <br />I m I k- ,375' (�) SLEEn 2 1/8' I ' I , OYP-) A� �tvv -� woob STNUMRES <br />� � � --, MAX, LENGTH <br />,J, , , , � " - - � , t ­­ �Lll. ' 3 750' <br />E ­2,0w, __ 2.000 . R .,,01. <br />I <br />__A%3" . . ,�,� <br />2 548' - - L., I Im (TIP.) <br />- '050"T L — ,_ <br />I PIT t".. _250*_ <br />0 <br />- <br />i MP.) <br />07 REV, W HEADER (�) "U' 1JEADER I <br />I - --- " WIN. TO 5' M... ---- --- - - <br />- - 2.WO'- - <br />I <br />- <br />(R SLEEYE 1" MAX, I <br />LLWH ! @ ANGLE .J. � @ PANEL HANGE 1 <br />(B <br />.374' - 3.000' - isi , . -- 6061-FIS AUOY "o 'UNILMINN", <br />P,� 714/N (I 114- WIW i <br />- 'O. <br />I I, 1-1 -2 ,�J� <br />, (USE ONLY FOR E-Z KING STORM PANEL <br />�v <br />I , -- I I! � ISO' - - 1001" I—' .... I I - - . *"" SYSTEM) 6O6Z-T6 ALUM, ALLOY <br />MIN ,�, , <br />, � <br />F[ 'I'- S,,C- 170' ---- �275- 1OB21 ,,-��-' ,,yCENSe* ,,. <br />- i r I _r - ­ /�) : 1. I <br />, z <br />, I ---==== -1 - -&, f : No.44167 % z. FLORIDA BUILDI[NG CODE (Non High Vilto"olty Hu cone 76TRIF) <br />IB�1' 2,000- I, IF ------ I - .- I z <br />, <br />I - -A) MI _OOG. 2SG" -1 Iz <br />I " I'L25 . <br />- <br />I 1 a <_rs N. 6 I �w= <br />�,, <br />. - ;�, r-MIN -*: * .2BWl MWIM. - P.P. <br />123' , I -,- ---.I ?.- , I- 24 GAGE GALVANIZED STEEL STORM PANEL � BY <br />f ow� . " - <br />T, - k� �k -11" STATE OF - ; <br />1 1.201.7 N 1 <br />__ , ,.-: -_ <br />I (TYP'T 050'-�' - I -P. I- <br />-- 1 - - ISO <br />2.000'- - - ki MR - I IA <br />� - .- L A, ___ __ SEr SECTIONS , , , 0 .. 'r * V — GLOBAL PROTECTION PROOMTS. LLC. <br />t�,�� _fj3z1D .. .1 <br />, "Z:15 KlI:: �9�,�! <br />_� <br />_"t/TL' <br />-Z-,-. <br />I - "m S.. 5, SIRM <br />�04_ :R, 6 — - .... cow"y ow, m =,. <br />lr-// - 111"i", All. - It"N't'-_ __(�_)" -011 PNIOR, (leHIM-7w. rw� al.)SELI-ml 20-175 <br />1 _ _ <br />� - — - __ i.- . _ <br />@ AUjW=DMj_!C (�� BUILD -OUT "IF" TRAC @ & (PO USHERED WINGNUI . CA-00116719 : <br />— <br />� <br />CH <br />MACK AW" (ZAMAC 3 ALLOY) PE sm"MONATIMC/0'TE IT 4,, L F­ -_ MT Tit " <br />. - wj ml pt _zI � ! ICNW 2 IN 19 <br />� <br />______ .... I --- - .1= <br />I I <br />1,NSTALLATIQN.,DEIAILS FOR SERIES 2000 & 1 000 E-Z 14ANG SMIRM PANEL A <br />INTO EXtSTING YLOG STRUCTURES <br />I <br />- I- - <br />1� _­ - �'. - . <br />1/1. LAC SCREWS 6 6' Dc w/ - --I— -, - <br />- <br />- - I _­ - I 1 !/2' W� THREADED PONETRAIT, I 14- -_ <br />* C, c w, I ­ , H=. 21w ,iow I LAG <br />. _tz 7! - � - 4 I !/4�. �AZ -I-,AE" C� , - ­ , - It, VPvVIG IT,= "Aarp . r . ( NEwA1Al:q ./." 5, �_. q s, ox v <br />, <br />I I � � "LA, OR a, FUSE <br />11:� ­ �,� . I,- .� .ED RINTIPATIOT, �. - � p I I <br />, 1, � I /7* w, RVEE;= KNETRATKI& <br />7� <br />/ _ _. !� -To Em,T�4 -=. w-om. , � <br />, , . I <br />I � I - - - -to ExITIku wow ITENDER <br />I <br />,z " L T ,� � III ---�� I I I ! I ­ <br />� , ,,c� 11.0, s,m,4 . . . . <br />L � I l� <br />, , , I I - "' <br />,,,, ,1� . . — —1 -1 W � 'L . .1'.. , , m; <br />,,'� 1. 1 <br />� <br />I 4, !�, . I 11 . . �� _@ C.. 71m, wING <br />`;, <br />, , e 1, , 1--�Zcw, #14", I'Ms, 1� � I <br />� � ) ? N�T <br />- CIA <br />� , " , � - I.. " t! � ? 4 - -1 - .. "ito <br />�,� 1, 1 E5 Q) ` , <br />C�9,§ : , � , L - <br />� <br />� �, <br />, I <br />, I I ,r _� � �' I !�, _�g"*' LAG SCREWS a 5' OLC' A' , , sm's <br />� <br />. , _� T <br />1 ,E I ,1,-.-2o.L I I I � -, #.'--I 0 <br />I <br />14 I �,4' IRLW, 112* W, IHKADEO PIT.CTRAII0. 1�k END or <br />I 1 - � <br />r .1 �LNI V. 1,41�31132' ,. To CF15TTNG ACXOI� ,cm- - <br />i 1/2, & - <br />m� <br />NOYEDETxt <br />M"r. , <br />" <br />g A ITELYW) -_ I <br />-1 - - �!_ __ I 6 O',".) U ... L I I k�E DETAIL 1/1� A <br />I ,, j ,�j I I 01 EVERY <br />� <br />I <br />, � I 1 ,/. � A." Pa, RART, 4 CPH, fl,kil' S!�s I I _L_ -WnC ,ASU Ow., <br />I , � OF jil .. <br />, -, Vq -I <br />5ia_�_ I t . ulmrt- OF VVER, 0 v EA ETq 0 I J, - <br />� I <br />I <br />. 0 .) ,I I <br />I Mawm ,I � <br />, C_ �� I <br />I i <br />I .. "I T i � <br />,j DER I - I I - - - - j ($a *1 I <br />]7vU,H , <br />�� I i T . OV"12r LPali� I <br />__T_ 1, � - Ip*t-xA3/., I --- 1�� I— I <br />- - - ­ <br />*%,C, ��, REOIJAIED I ____<1D � <br />R/HT, MT, <br />T <br />I , -7 1 4,0-26F.1/4' L, 1, - <br />2 9/,s* 4. I . SEPARATION - � - - <br />- - 11) GLASS 1 2-I <br />1 "A , 2 <br />** <br />5rPA%APDN <br />! I <br />1 3� ,I I t, <br />� CLASS A ,i`�,v ., 12' O-C __1_1 a <br />I E-W o-m`P 5 � ­ 7 7/1, I <br />, <br />OVERLAP � I z vN_ i <br />I - 9 — -ARU- <br />w <br />7 1 � - I I <br />1 ,/,-­2o�3/,- - To AASs I , I/ <br />141 - - - .4 I I �, . scREW W/ I ,=1­,,,,, 5 <br />. . I i I �, � .. <br />- � 0?*3:1 <br />j I -, J_ 11 -2 File- .- 7/8-. 3, <br />1. - � I SCHW�DON, - I W`Nq z a � - � <br />9 I I I o TO CLASS I EVER, avvk�- L EVERY TA 1�, <br />� <br />i 9- 9 1 � / 1� (11" � 1-14-1 <br />t F�l . I 11 I I - I I - <br />0 i I 41 � �! �s <br />. <br />� <br />__ - - I t, , <br />11 4 , <br />I r <br />� I :,X�v 1'�, .I, I --L,- " . � I p I i I I i <br />— _. � _4�1_ M; <br />: � te I, I I I - � r� I - - . <br />., <br />I � - �, 11 ,. I �! IV t, <br />?i ! I <br />I '� <br />7 <br />I I ij, " - - , <br />� 1, i ; - �g " a <br />� -11 1� w - ,�� - <br />, i = i 1 I -� g - �- <br />, , I -1 I <br />1� [,- 11 10 <br />I <br />, . , :, <br />I -E: _- �, '11*v.�- 1PA" <br />- 1:5 . � � 9 I A � y I <br />. i. e F <br />�_ - - , _t o. <br />I <br />I t , <br />: , ? fi � I <br />- . I WING, IAIT I �ii I <br />ko 1� I � <br />� - I � <br />z -1 <br />! I i� 11, - I � )2- .z ­­,, <br />- - - I - . - � I i� -- -- L I _( ji - <br />___ I I i 1 <br />I <br />�� I L " I I ; . <br />I t, <br />-I <br />I <br />__ .1 . 1 ,- ,4 j2'.3' .-) '11 il I <br />. I I <br />, L : <br />. I L <br />10 _�!-_; -- .! <br />L, I ___ , I/.,.- . . , ­E�__ 11 .. . ,� - , 1 j; <br />I im-v­ -S IT (V-, - <br />�'m I I . <br />q1,'/4�-M`AM' PTIqZ1' . I <br />2 -1 - - . I . 2 , < - - - I �1 <br />Lv It ��:":. , ,, , I �� -1 - <br />- <br />,;_ . <br />- i iF,2��._-2%cl NOTE 1. RELO.1 i � 1. L2 ,/2* oL(� � �A4 - - /.�tt/�;&//4 NiS. <br />I " I -E- 1 . � ". <br />�_ I/A'it UFO solim it s' *C, At , � I , , � - ; I I I .. 50�i 4-ec- <br />L I I � I k 7�7_/, <br />nl�. w� (2 e � � 1 4 2 $1 - ' � _ - I. <br />, � I <br />_W,A,,i w REQUIRED I I 1, <br />I I& ' <br />1'k <br />� . - I I � L <br />PLACE AT SCAIRIAIN FIAT DA ft 1,00t " , � ,� LL � . <br />- �_ ,, I! � , 6 ;411A_2N <br />PANCIMATE PLLtS 1 w I KZmZ1'_ 'A BELt1w; , WFI.Vs� Wi Tit,w/321 <br />�.,i'..���l-l�.,��.�ft"k"""R'A""*'N"a 71. PH 1.1PNIA.- I - . I I e �, �� I, NIT ,I Do, <br />74:_ <br />* <br />I I � <br />5FAIJEC 1= - _­­_ I I � <br />- ,; -114�O LAG SCREWS IF It o- W I /-*,.LAC SCREWS a 6, fm w/ <br />- 1. <br />4". LET r.1, I I 1/2 � w,, YIREkaD t��K .T;�, 1 1/2 0. 7ttREAcED 10 Mit%)N <br />� "_ <br />N . <br />ALTERNATIME 2"Af Alm ummN aF PLATE <br />1::4u— <br />I � 4' <br />P*t"`FZQLw_" ILFT FLAT OR CA, Ew- <br />INSTALLATION FLAT N ON O'c' SCALE 1/4--i- _. I ; I <br />ALMMI-WE 11"W - ''.. I - t I _11, BUIL5��TING <br />, <br />SCALE 1/A'-'* I 11 I - 1�,] 13 i�r�� <br />" <br />I _.. , <br />� I ALIERN a&K_A�W <br />I INSIALIADERS ARE MY V&[.TD MR OUTHIAN_ WITH A.so, GES191 tow, . � - ", DIUALLADO scALE,/-'-I' <br />j. To .66a, -76A PAT mo AmEL s EE,%TW LIP to V-1o, q_;,­' , "'OOPTINHoli" <br />� 4ffANARN%_aT'W_ <br />��j� N� Tit <br />, - C . <br />- � FRAME c Nmik"ON woon MEMBERS To BE souTHEIIN 9�� " +�, 4 � , " . . <br />, / , SCALE 1 �4 _ <br />z to$, NEW �mw a " "'. <br />PRc N.� 9 w/ sPec,rc " _ <br />OVisrTy OF D,vl 'DR, rquAL �, , - ��.z �IZIENS,& �!,,�A-' " <br />­�,' ", <br />� I I 1� . <br />� <br />z , 1 - FLORIDA BUILDING CODE (High Velocity Hur 'can. 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ONCRETE B=K ilk MQ0 (t) � "' MA'- [ -- - - SHEETS 9. TO &tl) _ - ___ <br />NBGULYA��� I I' MIN , —_ �, <br />I �_�!_ -1 a __ I I <br />­__.1__________ _­___1_1 <br />P.1/4, 3/4, 4/5, 5/5 & 6/5 <br />I W/6, 2W/6, 3W/7 & 4W/7 <br />- __ __ ___ - - - �3* VAX <br />� v. MIN71 <br />�_ a 1 <br />U-IiI it��'Qt)� T-1- - � I � -, - -T ­- - I- -7 - 7 -r- - r- 7 � � jr,=T--T- r, -I- -I - 7 ­ -[-- T 1F - -_ -I- -1 <br />CH INS* - - _. I � . I - I <br />.- - - 7--f - - 1 -- "I'll . I <br />MAXIMUM PANEL LENGTH <br />%+" OR "L-" (ft.) 0 <br />MklTMUM &S.D. <br />DESEN <br />,SSUPC RATING <br />ORL <br />(;,..t,) (-, ., -) <br />CONCRETE IN wow <br />swAijArlims t <br />L+ <br />_L_ - <br />2GO <br />14,­$" <br />`31_0* <br />- <br />__---- <br />mv <br />- — <br />0 <br />-1� <br />It' -7- <br />- <br />=a <br />_L2'_ <br />? I,- 8, <br />� <br />pa,­7, <br />__jT0_,__ <br />ID. -TO. <br />w-g- <br />4ao <br />9,-6* <br />9'-21 <br />__ ____ <br />430 <br />­­ <br />56�___1111 <br />­- _--jjG­ I -- <br />___.iw___1 __ <br />- <br />— <br />9,-?- <br />__­i_;�Z­ <br />-"--'L--- <br />6,-3- <br />,---T----- <br />­7__ <br />7- <br />­i_ ­.- <br />- <br />-­­- <br />�1_91 <br />_7 _i--- <br />___ <br />___f��___ - <br />- <br />- ______ <br />7' "' <br />__77 2- <br />___ _____ <br />71_4� <br />­ -;:,- <br />Jr� <br />C,�Lr: <br />Z&O <br />7--l' <br />- <br />s'-s" <br />S0.01 <br />--7'--O- <br />--T-,:;,:- <br />,_,__;w3_ __ <br />- _7_c�_ <br />- -7-3 __ <br />- <br />_____;4`o__­ <br />__,F_;:­ <br />-_ ;�. � <br />';',-a -- - ------ <br />___i_;:__ <br />__;7__10�m__ <br />_ ___ <br />1000 <br />_ <br />_6'__J'_1 <br />s*-;,*-- <br />105.0 <br />6�,S' <br />5'-4- <br />__ <br />_ <br />110.0 <br />- <br />5'-,' <br />- _ <br />___ <br />_ <br />.�Io, <br />[_____1I5,O -:::E- <br />"9�'s <br />- <br />_i:__v <br />__ <br />MINIMUM SEPARATION TO CLASS SCHEDULE <br />MAXIMUM <br />PANEL Lr AST, <br />___-- .— <br />WIND FED c 170 -Pm I WIND SPEED > 170 ,rpm <br />SP <br />DO <br />�.—..�-�. UNRESTRAM0 I timn.-ONCO - <br />30 OR LESS <br />1. I I* 6, 1 6 1/4* <br />>33 70 90 <br />I. i ` 7 1/2' � 7 I/? - <br />_7�/2- -1 <br />I �90 TO 145 <br />f I . <br />7 112' <br />1 >I. ­4 <br />�' + —,'. 1. - i 1 1/2- 1, <br />bAINIMIJI-JU PANEL LENGTH An'!l FOR A GIVEN MOUNTING CONDMON <br />i I-- I <br />. s*xl s <br />"ANGLE, <br />- <br />"F, IR`11 <br />I BUILD - <br />'r <br />TOP <br />DIRECT <br />"" <br />. U <br />STUD <br />I <br />.1 <br />404 <br />TRuCK <br />::E�IOTTO�M <br />MOUNT <br />HEADER <br />HEADER <br />1.1, <br />W/Mm <br />E . <br />. <br />I O,w= <br />. — if DIRECT !!�� <br />k <br />Ar <br />32' <br />32- j 35- <br />". <br />50* <br />i 50' <br />.4 L-S-XI S' STUD ANQ�L___ <br />35' <br />1 32* <br />____ <br />32" 1 S2' <br />,2. <br />M* <br />38' <br />T-r TRACK <br />w <br />I R' <br />::E2-��A�: <br />': 11- <br />Sc` <br />.- <br />(1i a BUILD-Cin Ir TIMO <br />" I _ ._-t—w;-­--;sF- <br />,. <br />56- <br />--;�;-- <br />, ummu <br />W/ SIDE CLOMURES <br />LE= <br />k��). U or QJ4 i " � ; I I I " I 1 1 1 <br />I ,� I I I 1 � I i i i <br />i I <br />I i � 1 I I i I I I I I I i I <br />I! � I I I I <br />i 1 i � i i I I . 9 <br />i j- ___I i i L-1 I - " I-,-- I � _-I - <br />- - __ - - -1, ,,, - -] ..... - " " : j ] -1 - - i ,� ]. - - __ A . 6 <br />., <br />­­­ � -1, I- r­- I-j- , I '­ �- - __ ___ I 1 - _­ ! I � <br />�� b� <br />- , - - --- , <br />I <br />I <br />: i 1 1 1 , ,L i -1. : - ! I � 1 I <br />1, t _­ I ! I i _' <br />I ­1 <br />i -i ­ - . I ; i - - _t " ' � <br />I i 1 , � I 1 1 , I I ' I <br />I I � <br />__ I- <br />_17- � - I <br />140, I � I I ­ A <br />I I <br />e . i 1 11 I I <br />� ; I I , I �� <br />i s � . I ! ! ; - , - �, <br />; � I I .1 <br />LTED P;N ' L <br />i � I I - -I I t I , 14;'A,r - t - - � I - I -I- 11 - - - I <br />I UNS I as I . . " . I I i q I i_ BOLTED PANELS Wl 1140-20,1' <br />, <br />- - <br />4 � I I ; I M.S BOLT W1 0 0 EA OVERLAP <br />!(SEE SECT NS AS I I I (SEE SECTIONS AS APPLICABLE) 1 <br />1 A�, I I , I I I . S <br />PYCAf,lo) � , I I i , 'I <br />� I I 1 <br />1 , i � I � <br />i , - i � I I , . 1� I � I 1 � I � I I I 1 1 - 1 - 1 1 <br />� 1 � I � , � I . I <br />1 ! I - ! " i I - I I � i " : ',`�"'l T 1 1 <br />. <br />� I I i I � I I I � , 9 <br />I I i ; i , . - I I ; I 1 i I <br />I I I . � I I I <br />i ; 1 � I I I i 1 I ; � !I I I I � <br />� <br />I I I i 1 1 1 I 1 ! � i I I ; I L <br />I <br />-1 -; T I -1 - - 1 _1­ i - i ! 1 - 1 1 1 1 1 1 1 1 1 <br />I I - 1 - ; <br />f I <br />D.M..(�)i 0, 1 I � . I � - 6` - -1 . t rg�] I , � 7 1 21 <br />- _�� � I I ��-, � <br />__ - _L01,;L`, .1 0 � t% I a I - I - I -I <br />__ __ - <br />@.,g 7777[; 2/4 1/4, 3/4, 4/5, 5/5 &_ _6/i I * MIN. <br />I 1*11V/6. 2W/6, 3W/�_7 & AW/7"" " <br />'- - - -- - --- -- ANCHORS (SEE SCHEDULE ON SHEETS ll� To &I 1) -,.,. . � , , . _� <br />REGULAR 5IQRM PANEL Q1 ELEVATION ,/4' U. CAP <br />. __ -?.Nl , . ____ NJS. _r__ <br />_011 <br />KAM <br />(1) L+� MAIGNUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE AS-D. DESIGN LOAD. <br />1_-� MAX ALLOWABLE PANEL LENGTH FOR A GVEN NEGATIVE AS.O, DESIGN LUNCT <br />(2) PROCEDURE TO DETERMINE W"VM PANIE. UENGYK� <br />- <br />GIVEN A POSTIVE -N LOAD' DE70MW MM""M PANEL LENGTH .L.' FROM SCHEDULE <br />k1t OM" <br />GIVEN A MEVATNAE A6S,D. DESIGN LOAD, DETERMINE WAMUM PANEL LENGTH *L� FROM SCKEDUX- <br />FICIAt. MAYJMUN1 ALLOWABLE PANEL LENGTH IS EOUAL TO THE AMMUM DETIERMNED PANEL LENGTH <br />BETWEEN "`+�AND %­, <br />(3) ME SC4EOU BELOW FOR MR PANEL LENGTH FOR POROSITY GUALIFICATIONi. <br />� w <br />� INSTALLATIONS 44TO WOOD ARE UNITED TO i 95 P-aJ WAX &SO, DESIGN PRESSURE RATING <br />" <br />.�f <br />. 4: <br />i:jM;:N I 0 & I I FOR MAX kSAX OMWIN LOADS 4t MAX PANO. LENGTHS FOR <br />C SPACER A IS USRD I <br />__ <br />: � 44167 '. = .2m itmo, Wc, 24 GAGE GALVANIZED STEEL STORM PANEL I F1 <br />__ <br />* � * � = I ;_,\ DRAW, in <br />. . - <br />-:W% .*- `Z_ / 07/27/1WHi <br />' w __�� Me GLOBAL PROTECTION PRODUCTS, LLC. _ - <br />'TATE OF ��, �, , <br />C 1�',% :_ ;77��_ - / 11LIECO <br />. I zwm�l Am S-W. 51 STREET - <br />C, (ORION.,-A - .&Nt,_ - — a ... &WE D_ MI <br />" I., , ,i �':,k,�>,�,,,, T" * <br />i I - 4 MR, - - 1 13" .1-1.1 - - ,., ole.)AMI­646. f- (w)-it-ine, -175 <br />,­,"N �� VN� — �.o TAT <br />-------- __ ---------- ------I <br />9EwmN_AQMi <br />L <br />I% <br />'2�1��T � (C) a;,�-�AI-4--VyttEr,-C�W-11--R---0.5k-",;: <br />g <br />� <br />.��PANQ <br />I O �E <br />DOCUMENT (P ED.) HAS BEEN VERWIED FOR COMPOANCT #1 ACCORDANCE - I/, -P 1AIPCON ANCHORS, AS MANNIFACIURED BY 0M BUILDEA. INC, <br />� <br />WTTH THE 2020 (70, EDITION) Or THL FLORIDA BUILDING CODE- ILPR STORM PANEL SHALL NOT BE !NSTAIL1110 AT NON - #14-10 PAN0.MATE FE)AAL­_ 10 AND PAhI1MATE PLUS ANCHURS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, <br />VELOCITY HURRICANE ZONES (MAMI-DADE / BROWARD COUNI - 1/4-0 LAC SCREWS PER NOIS <br />DESIGN WIND LAAOS SHALL BE DETERMINED AS PER SECTION 1609 Or 1ktABOVE MENTIONED CODE ,-OR A BASiC WINE - 7/16'0 � 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL -DINT SCREW. BOLT & SPECIALTY CO <br />SPEED AS RECIIARED BY THE JURISDICTION WHERE 57ORM PANEL WILL SE PMALLEDF AND FOR A DIRECTIONALITY FACTOR <br />0�0,55� USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM LhS,O) DESIGN PRESSURE RAIVICS EJV,CATOD ON SHEETS 4: 1) MINIMUM THREALSO PERETRIM'.01t NTO WOOD DIF 1APCON ANCTICIS SHALL BE I 1/7' AND 2" �QR CLOG PANEk-MAUE CM <br />3. 9 THRU 12 & 17, I& AND PANELMA&C FEMALE III <br />IN ORDER TO VERIFY THE AWYE CONVOTON, ULTIMATE DESIGN WIND LOADS 1517117MINED PER ASCE 7-1- SHALL BE FIRST r , 0-%41 <br />- <br />REDUCED TO A,SD, DESIGN PRESSURE RATING BY MULTIPLYING THEM BY Of, IN ORDER TO CO"r THESE W/ MAX (hSO.1 t�l) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1,12' NO THREADED 9* <br />DMIGN PRESSURE RATINGS INDICATED CK SHEETS 5� 9 NRU 12 & 17, 18, PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUREO THRtAOED PENETRATION %C* <br />IN ORDER TO VERIPY THAT ANCHORS ON THIS P E-D AS TESTED WERE Wi OVER STRESSED, A 33X INCREASE IN ALLOWABLE - <br />STRESS FOR VAN* LOADS WAS NOI USED ILI THER WAYStS. FASTENERS SPACING 10 WOOD HAS BEEN DICTSINNED IN C,3) MINIMUM EDGE DISTANCE Or LAC SCREWS. INTO WWI) �.,ALJ. BE AS 11401CATM IN THIS DRAWNO -4- <br />ACODROANGE WfJN N.D.S, 2018 <br />STORM PANEL'S ADEQUACY FOR IMPACT AND M40 RESISTANCE HAS BUN VERIFIED 114 ACCORDANCE WITH SECTION 16011.1.2 OF C,A) MINIMUM PENETRAPON OF POOD BUSHING SHALL BE 5/15'. 1/4* 0-20 SCREWS USED SHALL BE 1 I/,- LONG MINAIIiiiiI, <br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #CE14DI-Ol AND 00219.02-09. AS SHOULD STUCCO EX.ST, AND I" MINIMUM FOR WALLS WITH NO SIUCCO <br />I <br />PER SS1D 12-09 & ASIV E 330-02 STANDARDS. AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT JI--23.01-10 AS PER <br />THE C,51 IN CAY THAT PRECAST STONE. OR PRECAST CONCRE'T, PANELS. STUCCO ON WOW BOARDS BE FOUND ON THE D41wo <br />10 <br />TAS-ZOT &NO TAS-203 PROTOCOLS, ANU AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION H504 OF <br />�WALI_ ANCHORS SHALL BE L014G ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS <br />TIORIDA <br />BUILDING CODE <br />ANCHORAGE SHALL BE AS MENTIONED IN C 1), C 7) & C.4) = <br />2 &Lj� ALUmENT,R r,xTRuwNs to ft GGS.S_LS AU,gr AND EMPrNr (UNLESS, oTHSINSF. Nolto) SEE SHEET 2 (0) ANCHORS SHALL BE INSTALL.ED FOLLOWING ALL OF THEE REEOMMENDADONS AND SPECIFICATIONS OF THE ANCIfOR'S MANUFAIDAff? <br />"000' <br />3, ALL ALUMINUM SHEET METAL USED AT P-MVRES $HAL1 HAVE 305-TIL4 ALLOY 8 PANELS MAY ALSO BE INSTALLED HORaCNIALLY FOLLOWING JTPiTA�EAFjGN DETAILS SHOWN ON ,SECTION I TkROOCH 6 (SAFE75 4 < <br />4 ALL STEEL 5NW, METAL PANELS SHALL HOVE STRUK,'T1JRA QUAUTY STEEL AWN A -OW GRADE So MINIMUM, G-W CAIVANIZEO TRROuct, S� EYCEFII THAT "EADr,"o & (D SHALL NOT tit USED <br />VELL DUSARMLIKIN W/FY- q2 2 ks, (AFTER POLLED). 9 tT SHAL, Or THE RESPONSIGILD'Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE <br />5 AU, SCREWS TO FIE STANU-SS STEEL 304 OR 3LIE AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON fACNEO TO INSURE PROPS ANCTIORACLE THIS SHUTTER SHALL ONLY BE ATTACHED TO C&kPM. BLOCK. OR Wom FRAME /­liii <br />. � <br />!ED NC,S <br />> <br />50018 W� 50 mi YIELD STRENGTH AND so ksi TENSI"r STRENGTH AND SPAU COMPLY W/ Fi-ORDA BUILDING CODE SECTION <br />2.11 �,KA, TO EACH REGULAR STORM PANP_ WITT, LENGTHS OVER 90' AS PER SICCTION,s 1. 2, 4, S, 6 AND ALTERNATIVES I W & ,W ON <br />-11 <br />- 4, 'S. 6 A, 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND REAOLY VISIBLE MARKING INSITIUCT1NO OWNE]mt, <br />O IF., To <br />SHEETS � DO _ � <br />IT BOLTS TO BE ASTM A- 307 GALVANIZED STTE-L OR AISt tGA SERIES STAINLESS STEEL, WITH 36 kw MVRMUM Yj-= STRENGTH, SECURE PANELS WITH APPLICAM REINFORCEMENT DURING PERIODS Or SURPICANE WARNM�- <br />7 ANCHORS TO WALL SHALI BE AS FOLLOWS, I I- TITS INSTALLATION CONTWTOR IS TO SEAL/CAULY ALL SHUTTER CONLIHOtiENT EDGES WHICH RE"N IN CONTINUOUS CONTACT WTT kQ <br />THE BUTILDINC TO PREVENT VVINDIRAIN INTO SION <br />> <br />(A) 19-wXIMA xQvsEQ_1vQsCx791 <br />SIHOM PANE <br />1/4-It JAPCON ANCHORS A$ NANUFAVIURED BY L71W, SuUITUIEX, NG, IMin, F'­3191 I,.A,) 12 'L R57AULATION SHALL COMPLY MITI SPECS INDICATED IN THIS DRAWING PLOS AW BUILDING AND ZONING REGUW,9:;�P,,,,P` <br />- I/e a x 7/6� CALK -Ili ANCHORS, AS MMUFACVJRED BY OM41 NO PIETAADEE, BY THE JUkISEMENON WH�RE PERIATI Is APPUEU TtL <br />- I/4'. . 3/." SOLID-SFT ANCHORS� AS DISTRIBUTED BY Nt POINT SCREW� BOLT & SPE04TY CO <br />fm .. 0­3000 p...I J IS (0) THIS PRODUCT CVALUATION OOCUUFNT (P,E 0 l PREPARED BY THIS ENGINEER IS GIDJEFFIC AND DUE$ NOT PROMOE INR)RATI"; <br />� J14-10 PANELMATE FEMALE to & PARELMATE PLUS ANCHORS, As MANUFACTURE:) BY ExO causmui'.Tlati PRODUCTS. FUR A SITE SPECIFIC RROJECT. ­ WHERE W� SHE OCTIOCTIONS DEVIATE FROM THE PEO <br />_ 1 /4-0 ZA"C MAILN ANCHOR-, AS MANUFACTURED BY DEWALI, NO. (h) CONTRACTOR TO BE RESPONSIBLE MR THE SELECTION, PUR01AST AND INSTALLATION "=NNG LIFE SAFETT OF THIS PRODUCT <br />=0 ON THIS PED Fita�-IDFJD HE/SKE DOES Not ULIRATY FROM THE CONDITIONS DETAILED aN TW� DOCUMENT <br />& 1) MINIMUM EMBEDMENT OF TAPCO. AW-NORS INTO POURED -,OW�RSME SHALL ED I :S./-'; 2' FOR ELCO PANE,UMA_- ATIVI ___N[N SAFETY AT 517E Is T14E PONTRACTOR'S RIESPONSIBILITT <br />I �i/4- FOR ZAMAC NARR 4NICNORS� <br />4�) THIS PRODUCT EVALUATION DOCUMENT WALL BE rC,NVOEAM NVAILID IF MODIFIED <br />k2l) CALK-64 Et SOILTIO-SO ANCHORS 5HA,LL Or EMBEDDED 7/8- INTO THE POURED CONCRETE NO i�MaFOTACNT INTO <br />_ <br />� DECO SHALL FIE PFRMIrr <br />Ep� 1/4' P­'O SCIZEWS USED $TALL RE T t/2" LONG MINIMUM SHOULD STVCCo EXIST, f,i) 5,7F. SPECIFIC MwC,�'S SHALL w PREPARSO By A FI-ORVA RtMTEK.D ENGINEER OR ARVHITECI WITCH WIU. BECOME THE <br />AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY TIC LICAOEO SCREWS OR ALL THRISADSO SCREWS W/0 .EAL, ENGINEER OF RECORD (ED.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE <br />OUT VATH WING HUTS PROPER USE OF THE, PjT1, FkrjxEFP OF RECORD. ACTING AS A DELEGATED FNQNEEQ TO THE <br />'TD� ENGINES, SHALL SUBMIT TO THIS TATTER THIF SITE SPECIFIC UPAW14GS FOR REVIEW, <br />A-3) IN CASE THAT PRECAST STOW. PKCAST CONCRETE PANOS� PAVERS, STUCCO OR WOOD BOARDS LIE FIGUND ON THE <br />IDOSTIOC WALL OR iCILOCO. AAIC�,*-� SHALi BE LONG EN0,04 10 REACH ME MAIN STRUCTURE BEHIND SUCH PANELS it,3 THIS P EO SHALL, WAR ITIC DATt AND ORIGINAL SiEk AND SIGNATURE Of 18E PROFESSIONAL <br />ANCHORAGE SHALL BE AS MENTIONED IN A,l) AND IN A,2) ENGINEER OF RECORD IHAT PREPARED IT <br />(8) ,-Q-DYSTAQ-tPtg',RK"LKK-WJ,A.-A'-T�i--(�--VD' I- SHUTTER MANUFACTURER'S LABEL. SHALL BE LOCATE', ON A READILY VISIBLE LOCATION AT STORM <br />, <br />- 4/4- 0 TAPICON ANCHORS AS MADUFAmIRED BY I I w BvILDEA, INC PANF_ SH-TTER IN ACCORDANCE WON SECTTON 1709.9.Z OF FLORIDA BUILDING CODE ONE LABEL <br />SHALL BE PLACED FOR EVERY OPSINKIC 1ABELIND TO COWL' ill', SECTION 17n993 Or THE <br />- 1/4- 0 . 718' CALK-N ANCHORS, AS MANUFACTURED BY DEWALT. INC FLORIDA BUILDING CODE <br />- )/4-4 X :l/4- SOLID-WT ANCHORS, AS DISTRIBUTED BY ALL POINT SCRIEW, BOLT EF SPECALTY rC <br />� #I­10 OANLIMATE FINALS TO AND PANELMATE PLUS ANCTIOn, AS MANUFACTURED BY LEGG CONSTRUCTION 110111", <br />- 1/4' 9 ZAHAC "LIN ANCHORS, AS MANUFACTURED BY DEWALT. RAr <br />:.! <br />, �­ "' <br />IN Q HE, *1 1, <br />B-t) MINIMUM EMSEUMEN't OF TAPCON ANCRORS. ELCO PANCUTATES AND ZAAEAC NNULT ANCHOR, INTO E - 0'4� , \`1 1�. <br />v O FLOM BUILDING High Velocity Hut <br />OLOCIA UNIT SHALL BE T 1/4- �c - � A CODE (Non cone zone) <br />* .1 — ____ __ <br />- . r6 * .NR2. NLqxxk - 24 GAGE GALVANIZED STEEL STORM PANEL F.I. <br />9-21 ZALN-N & SDtiD-$ET AUTHORS SAALL BE EMBEDDED 7/0' INTO THE CONCRETE� BLOCK LIAM if D6a,rt 44 7 '� S= - e,' <br />STU= SHAL-1 BE FERMVFIEO� 1/4- ­20 SCREWS USED SHALL BE 1 �/2' LONG MINIMUM AN11to EXIST. * <4! �_Z_ �__ 11 — <br />"11LIECORMIC <br />__ <br />AND I.,, \ GLOBAL PROTECTION PRODUCTS, LLC. ""`/N` <br />IF —_ <br />INIIJUW FOR WALLS WIT. NO STUCCO 1 -:�'. STATE, F I - �, F I - <br />or. � 11 STREE, _ ,.,--.-- <br />mt 1�0 a C"MNOUMILP col"AN, �st` <br />8_0 N CASE THAI PRECAS STONE. OR PR��_A.l MNCPETE PANELS. STUCCO OR WOOD BOARDS BE _ ` All � @'�� _f�_. --I---."- W-L Ft 2t"I- <br />� --UN IE 11R* .�- 4,9 �_ UWHNNW­& -: (964X"-Cal� 20-175 <br />EXISTING WALL. ANCHORS SKAU, BE LONG ENOUGH TO REACH INE TANTA STRUCTURE BEHIND Sir - LNAI=_ - -I--- <br />� _*11981��l, V <br />.7 , A, <br />ANCHORAGE SHALL BE AS ME TIONED IN S.1) AND IN 82) - - - - TFIAW - <br />EN I I'll, .-=,. , I — <br />-- <br />74.::::!!7!!�#� <br />111-1;1'a"If kill" - ____C .410` . mt. �11 FE I 1 1 ., <br />agm .. .­ J_, , I., <br />_____________ - <br />I <br />__ <br />INSIALLATION <br />__ — <br />DETAILS MR REGULAR MANUX) <br />,- <br />INTO POURED <br />CONCRETE O R CONCRETE BLOCK <br />5IRUCIURE$ <br />CONCRETE <br />pos-aw; POURED COK <br />__VMPOURED <br />FLETE BLOCK <br />- - <br />I OR CONCRETE BLOCX <br />t-,�M_ VII00TRED <br />�, , . REOUIRED. <br />, <br />CONORETT - "; <br />"'.11CH0.11r" - `1:-11, <br />"�� �, <br />�� <br />CONCRETE AN I �f <br />CHORS _� - , <br />- <br />:��, � <br />(SEE SCNmu: ON � , �.;,-_ <br />(SEE , , <br />X � <br />SHEETS 9 THROUGH Lw Y, <br />- 5 � I <br />.11 <br />�-,�;, <br />�.,�,,,-, r."% <br />$Hfm 9 THROUGH I- N�1�1`1 1-1 <br />%��) <br />ID157tic POURED <br />COMPETE oil <br />. , <br />I L `�I� <br />� <br />__1 1_ - j <br />CONCRETE MOCK <br />- 103 <br />I I- -- ,- <br />-14 1 <br />I I/,'. <br />!­1 I /1. ; <br />'? " 1/4, <br />"', <br />.__,1T­_�aN,. <br />KDEARED, Ww HEAC, - <br />. I Ile aq- <br />_M.A) I� _ _ - __ - -, - - <br />11 I <br />i ,,'_ — wx ". , ___ <br />I ;� <br />� �- � "I 11 L 11 <br />CONCRETE ANCHORS ,vk_�, <br />1, <br />11� 1, " <br />I. <br />-1- <br />" <br />I I <br />I , , , <br />--- - I <br />" <br />, <br />� (SEE SCHEDULE ON, �,,�,' I I I <br />-L <br />F - I - <br />� <br />ED , %�,�., i <br />I � 1 I <br />SHOES 9 THROUGH idy "" - �, I <br />7 1 <br />I I <br />A- <br />_�, , .. <br />0-1_­ <br />I 11­,�� ­­ <br />, �, .,.,� ­ <br />--�x'� � �� " <br />I <br />I <br />I <br />� ; - - <br />.1 1�,�...;� I . <br />ED, I <br />ii <br />i --- � I <br />'i, <br />m= <br />i (1) <br />; <br />i - C, IT <br />EGI ," i i I, i", <br />, t, <br />-1 - - - - -3 <br />I <br />- <br />I <br />I <br />a- I <br />- <br />I '7"',% I <br />" , I <br />I -�-2: I I <br />� <br />I ______,.I`, --- -1-111- <br />I <br />1- - - I w ­ � <br />, <br />- , -1- I <br />-T --- <br />,__ - �11.*_Z�-A) <br />, - <br />- � - -, <br />4­­ r­4­­ I "'��L <br />Ir ­_ -.1. a �-o <br />E, D "I'll �� �' � <br />� <br />� ,I'- I <br />I � <br />I <br />I SEPAPAT I; <br />__ to am, <br />F <br />f) <br />� 1 <br />J, �, � I FUR <br />-, = 04� . . <br />11 SEPARAMON , I <br />- TO GLASS, I C= FOR � <br />A t I - 0" I MIN aZ 7-ffI <br />SEE SCHEDULE <br />� � : <br />" - � <br />, , <br />,1� I <br />i : <br />I <br />EXI (SEE SCRE <br />_o� ON SHME <br />= <br />iw, i 11 .. L M_ <br />I PANEL UNCTI,� <br />t <br />I <br />, <br />[r , <br />ON SHECT aJ I <br />,L)E [tv i <br />I <br />I <br />4 <br />j � (SEE SCHEDULE <br />a <br />It ,­� I I L <br />,�_" M­ V m,P. <br />I <br />CONCRETE ANCHORS L. -- A <br />1 ON SHEET 3) <br />I <br />IT I TO GLASS. I PAN" EWGTH <br />` <br />T : I I PANEL LENGTH (SEE SCHEDULE <br />- (SEE SCHEDULE -I % : SCHEDULE ! I <br />(SEE SCHE LE I , - I <br />DURCkI ?� OIJ <br />I <br />i <br />�zk <br />1 1 <br />I", � <br />I 3) ON SHEET 3) <br />ON SHEET 3) , - :17T � 1) <br />__ - --- I- -1 <br />,I. 9 ITT Jon 1 4 <br />I - Ci I . <br />I <br />; , <br />-I) <br />, . I I <br />I I <br />- <br />. - <br />I Sol <br />I OF _V <br />, <br />EA!MKJ I <br />GLASS 11 �- � <br />- <br />.I <br />=iG _i i <br />I <br />[ <br />� mm,',,r <br />. m­a',,� r,�,�,,,-,.� <br />, �,i _-, _-A - <br />--,6-" a <br />��, <br />I MAY <br />I k 4`1�l' <br />11 I SO% <br />---- - , , - ; <br />�,,�. ,,,�� �,�`,,��' I OF 1, <br />, ,,,., <br />- i <br />--- — I i� <br />C <br />ED, , j I <br />-, , <br />I "'A " <br />­, � <br />, <br />4, i , ', <br />"� �, <br />" 'v � <br />11 SW HIA0, vmi$ <br />4 IF , a Ile ­ : <br />I c i <br />, - , 11 <br />��,��,�_, _�,,,p.R.-�: <br />-' ­- MAX <br />I ,�'K'�,', , i <br />","'; ,,,-_� � I <br />� I <br />1�"`* <br />7,,',."7 �� <br />­�,',,7, <br />" , <br />,­ � i 1 <br />" " � , , I <br />! "­ -�,,, <br />" , <br />ED, I, I'll <br />i <br />_,Tx, I <br />, _,�_,�' I <br />E.D. <br />i <br />- -_ , I i <br />, <br />1`� , 1 1/2, L___J__j <br />- I <br />I I I, I <br />E�11. �,'.��',"�_� ! <br />. , <br />I <br />1� <br />5 , I <br />, 11,:� , 4 <br />I I C <br />��',�� ' <br />I I I <br />EXISTING POURED .� - <br />I � <br />'_ ' " <br />r , I <br />I <br />" <br />— <br />CONCRETE OR - , - � 41 12 1/2- OC <br />��­ -1 <br />1?-, 1 <br />- .4.;.2- 1 i(AS APPLICABLE) <br />,. <br />t. <br />I ; 1", <br />ff <br />I -, <br />- - : -__ <br />@ <br />- <br />T I ,I- WNII NO, .AsNDl NLAP <br />. . wRw C. <br />I/. ._�, C-S. .z It/ NUT <br />- 11.1 <br />C12CRETE RLOCK I <br />REOURRED, � - I I <br />!;�_- <br />CONCRETE ANCHONS ',':�-, , �.'. <br />__ __ , <br />I (SEE SCHEDULE ON , �� �l . - __ - T <br />,� i --fU �-to- I <br />, ,v�.� <br />,� "' ..' .' <br />- " "!A - a '? '/"� <br />, I - , . _. . - <br />,�, <br />,.rrrr, I � <br />.. , �" <br />SHEETS 9 THROWN 103 ,,, �, 6 <br />-' <br />,��J,`�',,,�, _ ALTERNATE <br />­ <br />- --- LEG LOCATION <br />:, <br />�� <br />11 � . <br />. , <br />1-1, <br />I .1 <br />/ -1 <br />�T 0. Im, !=, <br />1�11_ <br />1, ... I,, (�) <br />� <br />ARE ii ill/ I EXISrING POURED CONCRETE <br />WHEN OR CONCRETE BLOCK <br />ALTERNM COANRI�n ; - CRETE <br />ANCHORS WC Prosluccz, <br />CONCRETE ANCIT IRS <br />ollid <br />PANCUSED ANCHOV <br />ARE LUMSAE107 REQUIRCIT <br />.I, <br />RMUIRED, <br />STAGGERED W/ <br />(SEE SCHEDULE ON <br />(SEE SCHEDULE ON <br />SHEETS 9 THROUGH 10) <br />SEETS 9 THROUGH 10) <br />BUILD-OUJ MOU14TING <br />SECTION I <br />SCALE 3/8- I' <br />NG <br />mkm <br />SCALE 3/0-1* <br />WALL RQUN ECT MOUNI <br />i9ma <br />SCAM 3/8-1, <br />""017017141AW <br />. . '.. ­­:, ­_` <br />. <br />4_1 ', EN -. % <br />: <br />FLORIDA BUILDING CODE (Non High Velocity No � <br />arTs zone) <br />- I <br />F-0, - EDGE DWANCE <br />(SEE SCHEDULE ON <br />SHEETS 9 & 10) <br />� L <br />N . <br />TOP & BOTTOM MOUNRINGS CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />- : 0,44167 ` � <br />= * : .. = <br />= - <br />= � - * =� <br />�S_ -J'- STATE OF ' -��-- <br />�'. T.--- . � I <br />, ��,, -----L- -- <br />s . . <br />"I �t . 140AIDiA... <br />F,`� <br />_. XTm - 24 GAGE GALVANIZED STEEL STORM PANEL DAWH w <br />I . <br />- -\ '17/27/71CM, <br />- Z 11LIE C 0 Timt GLOBAL PROTECTION PRODUCTS, I.I.C. TATE, <br />Im SO,. EI MRIES <br />TILUT TESTING, . E""Em" COMPANY 0.1r, D_ MMI. <br />- -�- <br />-----I----'- <br />20-t75 <br />INSTALLATION, <br />11", ".....­ V40 ZiS <br />" <br />_.. <br />TPFIM I -w- Ow)WR;-,_ ,xi, (.,NH"-., <br />- — <br />. . <br />- <br />. Ym/aar <br />, Ofi , <br />CA-0004"19 , J!" <br />!!, �­ � � ! �� <br />O`A"G A"' <br />__ <br />i i I <br />_M&Mki I <br />I <br />-1--a <br />(1) <br />a) <br />C_ <br />U) -Fu (3) -11--a <br />­0 > r- 0 <br />I <br />" $-- _0 <br />a) 0- = <br />a) 0-0 2 <br />= co -0 A . <br />. — _$­0 a) a) <br />0)0 -1., (n t::f <br />a) -0 0 -0 _0 <br />C 0 0 " <br />t- — a) <br />o C:)- = 0 �>. <br />= 0 — <br />= = . U_ — <br />ku 0 -11.-, I,- m <br />N I Co 0 > <br />(f), (n <br />I ---V"- . 0 <br />0 <br />. 4- _= , 13) _4� <br />I- ,�: �-_ � ) . w CU (D <br />, IL) C D OL <br />_s Ct r-, C b _= M 1p - <br />_= = C, I 4­0 <br />1� = U_ ... 1-- -0 . = (n < <br />. in (C �=� , <br />w 1= <br />..< a) = <br />CIN <br />. , <br />- <br />t z Qu, <br />a) =- -m <br />*3: C- - = <br />4) = -= C: <br />ac (i := 111M a <br />- It , <br />m -_ _:; - <br />= a) Q) .= <br />It , � Q a, <br />;: a) = = <br />0: .113 - <br />1= -I-, <br />0) = -1 I <br />- = <br />= E <br />.3 im <br />a. U <br />" <br />= 4 <br />z <br />w <br />mi <br />— -------------- ­ - ____ —_ - --- ____ <br />INSTALLAIION DETAILS FOR HEr?QLAR PANEL INSTALLATION DETAILS FOR REQ LAR PANEL 1'4� f---,--- <br />INTO POURED CONCRETE OR CONCRETE DLO , \-Ili _____­ ________1 INEALLATION DETAILS FOR REGULAR PANEL (f) INTO WOQD <br />_CK SIBUfeTURES INTO WQQD STRUCTURES I ­1 11 ­­_­­­_____ --- I I ­-1. - . I <br />F------- --,----I �1 I - I 1-1 I _ -1 `,­ -I __­­_ -- M­ I I I <br />I � . : I , ; I SEPARAIL � I <br />, —11 . � , 1 -_ s ` - - <br />, , � L 'L : j I I - - I � -71 - L, <br />ALTERNATE CONCRETE I I --- 1�, _j5iOO ANCHORS � ; � ,IN ____ C, j <br />I � I ­ (SEE SCHE: ,�, � <br />ANCHORS LOCATION L � i I <br />� L , (SEE SCHEDULE ON i ON . . ALTERHARE LEG <br />� - .2 03, Q6:�,,. 11� I :� . ­ - __- �_- - <br />- , L': 4 1 ��7 1 i � lm�- 4-.8- (W­) EXISTRIGG WOOJ). � - tOCAT*Al <br />CONIC ETE ANCHORS -(SEE SCHEDULE ON . I :�� I SHEET I 1) � 3) f " <br />- � ; 'It. Tl,k)� _' - ' I I I . <br />tSEE ISCHFOULE ON EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) I'XISTING POURED CONCRETE. ­ "I � 11 ,�. I SHEET . �,�� � � . . SEW ReQUIRED. SMC . - .. I - 7 ;�, , <br />- __ ! OR CONCRETE BLOCK ", __ ji � r .1 - ,iL 11 --- �___ ­­ L­777L ­,�­­ - ,,,, �1 �_­ W PER ARL � 1� ­ . :i� Cn _4__j <br />S, .1 , " � ­ .1 . " � r � I . I 11) LINGA, CMD, 7_41 ADEQUACY OF EXICSTING WOOD I I I I L I-, <br />EETS 9 THROUGH 101, 00 CONCRETE BLOCK REQUIRED. ,;�,`4 I t I , �;� r, "I 1, H I -1- __ -11 � - � I "L, M.., 13EW TO BE CtTiTIFTED BY _,jlS_­4_--d-,-,_ � 1, _,, � � � . <br />, - <br />Fwoufltv� 3I"; ,,, _-KnERNIATE LEG A _. I ��i , � � IT I - I .... I PANEL LENGTH REGISTERED ENGINEER DO ' I I .., __ :,I � 't <br />ENTSONG POURED �� --- _Fa , , ./ LOCATION CONCRETE ANCHORS ;r, :, IrT111 -1 ; 1) ANCHORS j'L, L � , I�� I I - - - - --- 1 ' ' ' I ,. - 'L�_ h , - 14 " 0 <br />I (SEE: SCHEDULE bq� , I SING <br />,* - � UL ,� <br />, , �'_11%3� WOOD HEAPE,R� �',', _, � , , , �! r - 20 1 � - ,� - , <br />", " woo ' Ow I (SEE SCHEDULE ARCHITECT PR*R M SHUTTER I , <br />CONCRETE RECIII - , REOUIRED . I - - I 1 I I i"T � .; I , , _: 1�f. ___ - �, <br />v .1 �; , ­ 0 1 --- ­ -- -- -- ­­ 'L, NSTALEAMON, � , ellonn ANCH" _L , �1 ? <br />� � �, I " I L I __ ON SHEET 11 FOR ` , ' ' � '_I'Mj,, - (D (D <br />� . . � 1/4* � I I I I [ C SOX SPACER ko ' , I ,, (SEE SCF4EDU ON :� I � I <br />_%,� "' 41��_� I , �2,,' (SEE SCHEDULE "___­�'_ "I7 , - I- <br />I SHEM 9 THROUGH I ;,�%, �", I , � , I - �___­0-_-____ ___:,��, 1. ANCHORS ALTERNATE <br />I - I : � f* ­' - - ..—. , ��­ I - , I _. ,SHEET I 1) , 3&0� _ - I C"D ) - ,� 1 4'.11NEX ANSI," HCAD <br />_��_,, L I _fo�Eo_ /.vAso, `E( SCREP 00 <br />� I _ - � , - I `�_11 S� - w" w <br />- - .= Ill, SCNE, OR 1/2" 11 I SHEET I 1) L )� " ,, - !. 1, 1/2- , ­ - - <br />I/,- . % I 1!t�' I , ""' ON - <br />, . _ - .- _ " - -) : ,,� .9 =Wdm I� , 'IM ol L j - =L- OF It* SHEET I I <br />_LLL-r - I ­ . 1 4 L I 01", I - I I 1. I L, : � I ,`�,, � IT ,2 I" C <br />` - , .Ar <br />- - -, � ; _ "I 11 r ; I L, M" I : �_ _ <br />- <br />I- I All I? 112'&C . .. , <1 ­L .. -t - .- - . L to <br />a,��. ��,,,' � -- -1 <br />- , <br />_T - - , �` . �` 1.` : � I IT"DI � I I/,- ;;;= <br />, <br />" 1. E it ;; I � <br />� '. , <br />­,' , <br />""' - __ - CONCREIE ANCHORS , . � , ', .�,-, - I 1 2' 1 I WOOD "I R - __ - 2. % , ED � I � <br />� , <br />- :,',,.�,,., I L : I ��� <br />SCHEDULE ON , . I I 11,4" I - I � <br />- , w - _7': =7_ <br />I I (SEE - L; . ,�,�� ... I 11 W­ V�I � REQUIRED , i I I ­ I - � i I -I -_ WOOD HEADER - ­1 -- - -_ - ____ - I <br />�� I Min � ;i I 1� . I - 1. <br />I -_ - ____ __ I , I -_ r --MAX - -_ REQUIRED =Z= IM <br />10 I SHEETS 9 TNROUGH 10) i ; � , 10 I I ; I i � � I � t!' - : I L , ED ; � I - :7 I I I -1 . 0 <br />1 . / " - . ­ � L i �, cf) - <br />" (I)- I 1 .. . " , I I I I I --" <br />- - , I - - - I , I - C8 ,I . . � Wa ""G — <br />I E_ D. , '�','? ,�,, , .. v M_ I i , I I M.Uiq i t """ <br />,,'? . � �. "".�,,­", ! I � — ---LA __ ------ -'-- --r-L - i wow i i: a I/" cc. <br />, <br />. - " " 11 11�el I PAKL UENDINT LL , % 'C" V2 I ", I - - I I <br />, � _. I i , I : ---- �- - - � <br />- I I I - .4. jj � 1;;�� ,2' � <br />� ��,.%_ I I F-::Lj -,@I 0 ALUMINUM SPACERS 0 1 . : <br />0 (�EtT <br />I � E,D, ,,& � I 1'�;` (SEE SCHEDULE � I � , "'I : � L I I � � ABLE Ill It ; (SEE S;ZDZ ON .1 L , MY, :L <br />� I � I ---,----- [ I �_, I I I I ON SHM I I,) , � , I : : = m <br />I <br />am"E4 i C, "I , , I I � i Min. I - � f � ­ . � SEE NOTE I` BELOW TOP 0MOATIONS FOR , I _. "I I I ,� � I �'� L � <br />I 1 --SH-4 Ic I .1 I I C <br />a I ,.IN �A. 9 Mi, i - _10) , MI,,. 1) 4-L � � (�) <br />I w,;',,:�:,,;���,�,�,��-';,,.,,'�., ­ _. kw ;� TION TO � <br />- _(�) I 11 1 [ �, �1 & satimiz to SEPARATION I : I PANIC L_ '' i�'� I I/2* LONG sLaVES. I" - : <br />, <br />, 'I - I SFPARA`RON -_ 70 GLASS _ AO, I , , � � I , > <br />I L � I EL I �t LENGTH : p - <br />, A, �, -1 TO GLASS. . ON SHEETS XNOTH I :z � (SEF, I =11 I I <br />9 ,f f j M Fultem im SCIAEOULE I (SEE SCHEGUI F (SEE SCHEDULE (Sa- L , I SCNE;G,vLz i ,/"A­,�', <br />- 104 GLASS 9 A to 9 l : I ON SCHEOLIF �f '6ANLE 0 OR I <br />L ON S-EE_T 3) SPACER I ON SHEET 3) ON SHEET 3) 1 SHEET 3) . - II MATE FID -ANE1 MATE sq. am ! I <br />I uPwo CAR Tm-w) 'UO ON "I'v .0 I 1, 1 1 :-. � cia,va . — <br />4 1 , 111",;B� ,", f - <br />- .0 : I � rs <br />iL if - I AT U. 'L' M... i '11** : PAN I <br />- -� iSEE SCHEDU i i I I i � I ON SHEET 3) 1 AT CA. i EPARATKIN TO GLASS. 'L, � qkx <br />1. I ..I. ii� lv_._�. I .. s, 0 <br />� ­ , SEE SCHEDULE ON SHEET I 1) P, I " <br />'A, . i I PLUS f _/, , - - -_�'­F -­ f. fslx SCHEDULE ON SHEET 3) - <br />� t 1 : : - - - - M " <br />- ' PANEL LDCT14 I -SHEET k)- A, ' L �Lm Fai Av� I w-PNE. I j � I :, PANEI LENGTH <br />y , I uiVIYTi,WUP ­r I I ! , UNMH tMOR T-5) <br />(SEE: SCHEDULE �, I UWAT, CMD, 11-Cl PANEL LENCTH I I I, -� - I - I I 1`� I Ple mi.. . A ­ , I 'L' MMC I., - ____ I ". <br />4 I 1" mox, .- - I <br />`-�� I - - - I AT � I - m ��_ <br />.. 1 1 , I : . , , -I I I,M, ,D, FNeo 1111 51HED LIE CL <br />I I- I ON SHEET 3) E cost-tyr, .1 I SEPARATION � - tl� <br />! W., i (SEE SCHEDULE 1, I E1AfSTNG I I - i PANEL LENGTH ; ualm, CHER 7--n ON SHEET 3) <br />I I --I ON SHEET 3) -4 EXISTING I I � =rl-in I TO GLASS, 1 2'.4, Wool) - -- i - -_ - - (SEE SCHED LE _'L <br />C To CLASS. ! - ,I ____ il - 11�� -1 MASS I r_(SEE SCHEDULE -- i - REOUSFEED - _­VIL - Y - 1- ,,, ON SHEET U Ell=�A. - . ---I 0- <br />-1 SEE SCHEDULE - - ­­ - - -- -1 I ON SHEET 3) -,, - , 3) <br />rL I __ I ___T­___1 ; I DIRECT MOV ER I - _T I " �, I <br />" SEPARATION 10 I . , I : . - - - _1 - U) <br />IT G% , GLASS I- - I _11 GUASS - PLATE <br />G�q . <br />1__._ _­ __- _� � j� � - - - - I -6 I <br />(DI ­ ­ _­ ---."- L ­ . I F� J) - i - �� i 11 <br />j �.��,.,_,,_'�,"4*" t - I - I - --- - - - - I <br />ft I El 3) - f 1� '� 4� " 5 � I _-L.- * I 1 L �Ar _ <br />, ON SHE : OF v _' -1,/ OF 'L - 7� L, 1 6 1 < <br />. ­71, "' " - - - <br />, "�,��,,4­, It , _ �, � 7� V ��,, -�I',,�,,,,�.� ,, , 11 <br />MAX. .L - I Mm � L � - ,,, - " ) .I^ 50% 1 1 - (ill or "' <br />,L,l�;��'�,���'�4l������l","",,,I� I L � I - <br />� � f �,�. �, __� I , - '_� .. I [_� _ 'I M I FOR I PANEL LXNDTHS At 11 ! MAX, <br />I - _ ,_� � I I ED% I I OF 't <br />It C4 ) , I �R -Q-1, It Y- - ---- 1 � - 10 50% � T : - -f,5'k, SEE, TABLE #1 ON SH SCALE13/8 : i <br />I ,_�,_, ,,I 0 12 I/:?,- Ox i <br />LD , ,", . 11 I MAX� A-S.0 DESIGN LOADS FOR THIS NSIALIA11ONk 1 - ". 7 1 <br />, , I CO _',� --,�� _ "A I Of %, � 11 or % I � 1 (4 M - <br />I , ,­,,6��-i� � -, MS ! , - <br />L 9 , 1, ­ <br />0 a ,I 1/2- DLC- ­_1 - __ I _,�_ i [ 1 i� __ 1-4 <br />i � � MAX I � - Ea I :. a T2 i/2" OLC, I � ­_ __A� -_ - , 0 <br />- "I - :.,;w_­ I � I I <br />14 I t �� " _' L "' �.,�,"zL,.,--;"-"" i H �r I _1:j I I I I I � EQ 1'___==zT*_ <br />I I , I 1_� - , - - , . a) <br />I ; " - I � - <br />I - : . I I . ; i I- ­ ' -'-_ ,,t,-_�H, <br />, I I .... I I _-4ti I 0 12 112- 0,C Z� I � � L7,1-j - - I = <br />e. 4t <br />11 - '- - '- L ... ; - 1�,7T - ::: I I __.j 3/1(' 4 - 11: -_ DO FINISHA I - <br />,_ I _7 � - - ­_ ALLOWED I I Ell L, - -1 T .�w <br />11 t I I NEAC BOLTS <br />- I <br />"I _1� .,� ,`�_" ... I RS � , ­ _____ -_ _____ ­­ - -_ � , , a I/'- O.0 C -0 <br />,I NCHORS I T_ . , - Y/7 <br />� t. �, �ONCACTE NCHORS - CONCRETE I I F I I I <br />, , : � ._1 , -1 L_ I ! � ED I I - I ,- - ! IL <br />- - , 1:�j,,­ ��' - =,`� - ., I I <br />E)CISTIN, POURED I :., ­ - , (SEE SCHESULE Oli , I (sa SO Er. 0. ]a ......... ; . � <br />� I � L, � ..', ­TS 9 THROUGH 10) - - -- ....... I L - 14 WOOD ANCHORS ! ** ISM I � I I C-4 <br />CONC'E7, " . L I � �� " , , ,,; EDGE OF WALL OR S LETS 9 THROUGH 101 , - 4I " , , ; L- I I : 1:� - . , STAGGERED W/ 57VO i I I � 'L I _ _�_ .- --I _� I I <br />I LAB S�. STAFF 1 2 1/8- LOW MO. ALUMINUM I <br />. ,. . � I . -- - __ -1-11, !­- LL _.___ - - - <br />REQUIRED -1-1-1 �,�`_ � -- 14) IV -- 1�� � ! I <br />I .1 I- _ SPACEY45 0 6 t/4- O.C. VALID Poll � , � 1�1 - ]PAY BE 1 1,12' � IF, I I <br />. .1. (AL-i. CGNDIDUH) .,.,L,l . _� . L 0 <br />L.;., , , � ' I , ! I (SEE SCHEDULE ON -_ � i <br />­-L "" DUSTING POURED CONCRETE ALL DESIGN LOADS AND PANEL -� � ,X61 WOOD <br />�� _ <br />a/ z; ,\ J - - ------------ ji—, : : ! F I - I - - I �;I <br />"I ��; I -bR comclEm aLocx DRSTNG POURED CONCRETE , LENGTHS PER SHUT .1. . � , L � �________ ------ I - I � SHEET I 1) wrim w-v I I .. I - ---- - - ­_ . 2'�' WOOD "!T-- I WOOD ANCHORS L_ <br />I " __ L --- _ - - JtcN ...RED REDWOOD <br />L L I I .. i I I I'll . . =.1T1%.6A=CT1 - ,.", __ - - - __ - I <br />.:tF7 110 <br />CONC ANCHORS , , ,­ __(�) I it WOOD ANCHORS � d I . I <br />" INS= IS <br />BETE __ _,_�', RLOUIRED. OR CONCRETE BLOCK 2,�41 WOOD � 1 *N=, I � , I 11) � - , :.- - '_� I I! � ?SEE SCHEDULE ON <br />� I <br />, L `-� I I L � I , � i - - -UNITED 10 A ONE Maa "I'le", I <br />, <br />I �'j - <br />�_ <br />- ,_, RZOUIRED A M04 LORD ALUMINUM SPACERS 9 - i , , <br />I- , ' : <br />., � I I I (SEE SCH1110 ON .114" -- - - - - SHEET ti) <br />Js 9 � _0� PLATE REOUIREb ­� " ,,, � ­ WOOD ANCHORS 1, , � -X4- WOOD SHEET I 1) a " -L, ­- -_'_­:-�-1-_­ ] <br />(SEE scwixu - ___ - -ED, L ­ - - _ I - OC. ( I .� I 11 MIN. SWARATON TO GLASS M44!9 � : , ; I - - <br />S THRO ON 10) _ � CIO <br />SHE , , 2 1/2 SEE TABLE P ON � � L STAGGERED W/ SIIUD I ON M A I - PLATE REQUIRED : <br />UGH � ' , , �_ 1 '4 �'L ,,._ � 1 <br />SHEETS 9 C, I Oj � '. 0) ANCIOURS GRAG THIN 0%ft CA ____'_­­­­­ � I, � <br />I � �', � (SEE 9CHCOIULE ON f low WIMMILS.O.Ww , - , - �__L _1 PANEL OIL PLUS) M`ALL w HOA000, -1 - GA I 11 .. I <br />i r THE i ,�� � ­ - . I , = r. ,,, .!C � <br />I � I � � EaMouto WITH, I DHIS IS A 710STRICTION MOM 12 1/2- ", SPAW4 AUOWT I <br />. , ��: SHEET I I � i I i 6 ON I -_ -2, MIN. - - _1 - -, � , " � - zi_� - <br />­ I : � ssm In. I 0 a) <br />I I I I (1) mkwvm ASO DEMON PRESsme I 4 1 <br />CEILING AND % BUILD NTING W-ALL MOUNTING /Dffi� WISPACERS &OR . I I <br />I . ; L � RATING IS .8% -65 C,A.I. 1 (3) VAIL 24 GAGE PANEL LOCI" 6 UNITED TO FA_ AT ANY ORGANIC I <br />I <br />elan - - - . .f, k I I (THS * A RESTRICI FROM LARM PANCL UWENS ALLOWED ON I I U) <br />__ � (2) MAXOMM SIONI, PA." UENG", IS i sol MEET "). I <br />; '. I WALL MID IRE MOUNT I <br />SCALE 3/8_,� SCALE 3/8-1" SCALE 3/8-1. I � . I MINING AND FLQOR MOUNTING L. ICU <br />� "N11111i 6 It F 2UN <br />(3) STorm FAND, my i ALMINAUK-M I (.) I Utr <br />I i ADD AN DWINSTAUATION 15 MMT=00FMAONDNT PA SHAM. BE AS WOULD) ON I <br />0 j1r ALTERMIME-M ALTERHAIMAW <br />NO WOW rRAME WALL. SCALE 318-l' i SV*A=L0 FaR WIND ZONES L I ANO LOW SPACER CA ITS ONLY <br />I j I All VITTORIO) BY ASIM SCALE 3/9-l' SCALE 3/8-i- <br />C-ING STAIMARIT AND tit 2M (TIA 11"00 OF THE FLORIN, I I ,pAa..H.p L. (n <br />I SCALE 3/8-1� 1 ue) otsuituilloi WIND I i i qe MAN <br />zom " 2 - PER NCTI, r i I sulam Rom I / <br />&ill I "), ;,, �� �:, ��ii <br />I N.TI ­," i i I � .1 �N,'. <br />IHHN1/t111j1;11�x L_ .. _. _______1 IA,j0M`IDNNjNt�N` ,�-.L-"---.--L---.�,----".-----�'�"--'----------LI ,#,`"1\�I:E#v,q, `- 0 <br />,00� A. T w <br />" , I <br />e, ,;�� ....... ­. " xnm - TIZZIN", -1---l-1111-11- L- . -.� <br />,/, . - ___ , L -, __ I � e , I <br />� ...... ........ . .' <br />I � . , . / .1 =3 <br />. <br />.. � * NO� 44167 : S I <br />,P�� -`v - --- I- - NOTES, . v\c se . , . FLORIDA BUILDING CODE (Non High Velocity Hurricane Zona) N.QIL-EQB--CQhi5giATJQN-DL-iLglh W­ x 7 . = FLORIDA BUILDING CODE (Man High velocity Hur cone Zono) <br />� .� \CENtil_�?\ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I 2i <br />� <br />� - - . ' - 1, INSTALLATION ARE ONLY VAUD FOR MAX, A_SD -_ . ---- - <br />� 'z - **E <br />Z .. * 1 I : 1 F No, 44167 . .. = 24 GAGE GALVANIZED STEEL STORM PANEL I - TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (o-ILl) AND PANFL'LENGTHS . � Pultrz, - 24 GAGE GALVANIZED STEEL STORM PANEL - < <br />I - 24 GAGE GALVANIZED STEEL STORM PANEL w DESIGN PRESSURE KATINI.r �P.S.I) AND PAINLL UNUIlia 2 * " . = w"'ItIr I- 75.1-- STATE OF - - ORNIN BY <br />- . a.44167 - .I= I"TaK. - I AISTALLAITON ARE ONLY VALID FOR kW,. kS.0, wm TILTEM W. <br />* " * 'I � - = . - - zz- <br />s E s I 11 I * COM84NED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 SO,'- .1 .`Q� �. <br />-, = l/n/m. TOP & BOTTOM MOUNTLIGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - 1. . * f --- — ./27/n INSTALLATION. 2 FOR NEW WOCE, FRAME CONSTRUCTION: WOOD 'I-,' - ___, v/2?/;KFhC <br />WAY TO SUIT ANY 2VV) 1 7�% STATE OF5:�-� ' I GLOBAL PROTECTION PRODUCTS, LLC. CME. IFIC - �'7` � --- ­_ -------- ' I I L I E C 0 ,,, - \ GLOBAL PROTECTION PRODUCTS, LLC. wn, <br />- I X - _ / 11LIECOINNIC." MEMBERS 10 BE SOUTHERN PINE N. 2, W1 SPECIFIC <br />E.D. - EDGE DISTANCE j ­q'- STATE 0 1 1 L I E C 0 m c . \ GLOBAL PROTECTION PRODUCTS, LLC.1 0 COMBINED IN ANY ALTERNATE , 4,� � / _ .. _ <br />(SEE SCHED LE ON TOP & BOTTOM MOUNTINGS CAN BE - �a";X__ __ � Am S-. 11 sTim, INSTALLATION, ,� . - - - � "I /-- -1 <br />� � PZORIDII�_ .,-. .ESTWO * C,towomwl DENSITY 0 AL T' I TIALLM YXISTI-J. __rLRT_ _.- <br />�� ----- , F 0�55 OR EQUAL. <br />, P�,' '&t 0 R t� �',�" - ­ - _.t,g'NCS"-B_ , Ler DAII, IL - I. 5 STREET . 1w S... 51 M`qw <br />U , ,.0 11-T FIUR- . ��,� ,,, Mile S / - <br />44, , --- ANP - - . - - - — R .. , 11- -1 / .. - .� - - — . .1. z <br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ,,) 1"" - A 20-i75 ', r"AlF,"' ­DAIN­ -- `­ �" 5 <br />., - .4 ._1,.r,L FAIL- NC,,Fw_N;7 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ....... _­ PIPIAL E_)�Nlct rm: (� I "Issailon "', / . ow=ntk F_ ol.).-C,P, 20-17 <br />,7 - 0PAT"I'm ­PPO-T Y�579` , <br />INSTALLATION. N, 'nmm - _ - - __ J DRAPING � MEMBERS TO BE SOUTHERN PINE No 2, w/ SPECinc L""NAl t A' - — �._� �.��_ DRAWN0 . 11 - — --T -� __!!�- < <br />.,/sANMU CA­,`OlEC`I9 _i. I — I - I 111/4Yj#jjj,jM0wNCSxAtUPE/vwm - ,10(te`n` ­_ AL scml,�_LAE/mm CA-DOW719 <br />rittimplatilK -"Tr *A I i - ".. woo s OF 16 DENS17Y OF 0,55 OR EOUAJ_ I ",To , ITLUT .1. P. , i � <br />______ _________ I--------- -_ - ­1 I—- ­LL -1.1 . 01 It _j <br />I X , -I — �� IT Lol"ll, =� <br />,� tlaft ill. P11 , <br />it g IIL+jv � I L - - <br />I — - I I I I 0- <br />SHEET NO. <br />SH 1.3 <br />I I - _�_ I - I <br />