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Q <br />In <br />:. <br />1, . � <br />- 0 <br />- <br />F-T,;1*,11!I1I1w_wA. - <br />I <br />jA.J:W-IX:iI*Mj.j.j#yh1j#,,T R3=4g:f,l,[W-l(ol;i'Mi7T"lq(IMN��-t- <br />___ 4 <br />I <br />, Im-11=04111141441m <br />I'm <br />im�I& <br />_", lift <br />;mmmmi 11 <br />. __ <br />IMU .0 <br />DCW A <br />pM`G <br />Mm ',Ll H <br />I <br />' <br />'UM SEPAPA71 <br />PANEL <br />I <br />APPLKAERE TO <br />nNG P It <br />&A$, <br />, <br />,4C <br />I <br />SECTIO41 <br />.6§.D� -7!I3 <br />_______t_ <br />1 70 OR LESS <br />2 %/If. <br />BOLTED - <br />- <br />I" _V, S, 1`W. <br />1 <br />Z'W & <br />— <br />.66A - <br />=­.- <br />OR VOS <br />2 7/8' <br />1� I <br />—_ <br />BOLTED - <br />I <br />A � A A � W <br />- . <br />I - BOLTED W/ 164--20,g(4- S,G M�S, It, WINWIF AT OVERIAP * 4% OF PAWA LENGTH <br />MEASURED FR 0 BOTT OF FN,NEI_ <br />-_ <br />Imurm! I 444173 t1=Rw111IvJK-1oIN1I4.u-1zI 117W-111101:1-3: - .-,- 11 <br />-uFwIjtAxei-1.L4 kd7*jAw3IA1Ioi1vj:; � 1� <br />MV-1-11.1ew,loi,.14.11140;ftl.nl.li,.If�ixw.iiL I <br />___ <br />_.I-.!.. 0.1419.111*111101MINFRUIE'INIF16m �_1101111111111111111 - _____ - � <br />JAXMUM <br />- <br />'O. DESIGN <br />PRESSURE <br />RAMNG <br />(P 't � <br />MOWLW ANCHORS SPACING FOR. E- 0, - 3 ,/Z. . � APPLICABLE 70 <br />MOMIMUN �ANOL <br />LERM 1, (w) <br />TAPODW 1 CALA�N <br />emmAixtI: FDm&r III <br />SE.OMI If & <br />PANCLAWTS PLUS <br />ANY COMBINATION <br />To CONCRETE <br />. <br />To CONCRETE ITO CONCRETE <br />I � <br />TO CONCRETE <br />Ta -ONCtETr <br />TO CONOR-E <br />�-,,,,,,, <br />. <br />Ito CONCRETE - <br />EILON <br />12' <br />N/A I 12' <br />. <br />1 <br />--I--- <br />NIA <br />1z' <br />N/A <br />12- <br />1 N,FA I - & 2' (TOP) <br />� <br />1 <br />11' <br />3'* I IQ" <br />I - <br />- <br />1. <br />-_ <br />'. <br />A- <br />1. <br />. - <br />4 . <br />. �WSOTIOSMI. <br />�66,0, -75.1 <br />I 1. <br />/ <br />_�_ <br />L - <br />!� <br />_f:1 <br />, <br />' <br />,I. � 12' <br />�, 11 - - <br />./A 'I,'; <br />, <br />-T. -vv <br />-_ <br />51, <br />___ <br />N/I <br />, <br />- <br />8' <br />./A <br />- <br />6. <br />N/A <br />- - <br />a" <br />____AE_RtES <br />N' 1/2� <br />- <br />1. V (BOTTOM) <br />1000 +.� <br />OTTOW <br />fl- V (BOTTOM) <br />- - � <br />70, OR LESS <br />1. <br />__ <br />N <br />F N/A <br />I <br />* 112- <br />NIA <br />4 1/2" <br />N/A ,3' (TOP) <br />17, <br />- <br />N/A 12, <br />_ - <br />1 N/A <br />_____ <br />9 1/2" <br />I <br />O/A <br />9 1/2' <br />N/A S (BOTTOM) <br />I <br />12, <br />. <br />N/A 12 <br />1 N/A <br />- <br />2- 1 <br />N/A _T__,�_ <br />1 <br />- <br />i N/ A 1 4- (TOP) <br />1 <br />6. - � I 2- � I <br />_ 12' <br />I ,I. I <br />'. � <br />- <br />I I - t A, (BOTTOM) <br />1 <br />__. :1 <br /># UtR TO 66.0 p-?. "o. OMSH PASESL,AC RATING <br />ASEE SHM 26 MR ANCHORS TYPE & SRACM FOR INSTNUATKINS KID WOOD <br />FRAME SURLDIN4 <br />MINIMUM ANCHO SPACINGS AND MINIMUM &DO& DISTANCE AM WWATED ON THIS <br />SCHE� FO E 0 LESS IN" INDICATED ON SCHEDULE ML�E ANCHOR SPACING <br />BY MULTIPLYING SRACW SHOO ON SCHEDULE BY THE FIDUO"o FACPOFIS, FOR <br />THIS OPERATION ' TO BE POSSIBLE, REDUCED SPACING W,OJNED USINC FACTOR SHAL, <br />AM BE LESS THAN MINNUM SPAGM INDICATED FOR EACH ANCHOR TYPE AT <br />mown-unItEw <br />ANCHDR TfPE <br />._IC4- <br />_ 114'- <br />, � i/Yt_ <br />­0MX­. <br />__ <br />TA" <br />t�,_%&_ <br />I <br />W, AW4W SPACI44 B,j <br />- <br />__,__,_ <br />I I I— ­_ <br />A I I/F <br />- <br />. <br />---!-- <br />__�_. <br />- <br />Ito Mill) <br />-,i--- <br />=1_I/i___;_1_1;�___,�__ <br />Amue. En e� <br />mwcq <br />pvm <br />) <br />v��_ <br />, <br />� <br />___ I 'Ir <br />, <br />­_-�- <br />- - <br />- <br />::��_ <br />r <br />Loo - <br />� M-1, <br />� <br />�._ <br />'Aq <br />.43 <br />___ <br />3 142� , <br />, - I- <br />�_ <br />- <br />1.00 <br />I­VL_�� <br />I I <br />I <br />+ REOURES tba, DISTANCE BETWEEN BOTTOM OF PANEL , <br />I <br />AND (D to K, 1/2' I _jI/2* <br />ly I m- <br />++ Rmum M­ owmm BETWEEN BoTyum or PANEL <br />AND (D TO W-1 D116" klyl_z <br />__� <br />COMPONENTS R REGULAR. LIFE SAFETY & E-Z HANG SIQRM PANEL SYSTEMS <br />(SCALE 112� I') <br />i <br />- __ ----"--"---,- _­ - "' _­ I 11-11 -­I5.1W (TOTAL WIDTH) ---,------, ---.------ ____1__1 ___­­­__­___ - --- _2_187-___� <br />1 <br />1 <br />� ­ '-, �itwp* <br />;; _____ --�,.�--l'�--.,-"-,,-..,--,-,--1240Q" (EFfEcTNE W1DT4)___ - ------ ____________­____­_ i ___ 191) I 1�4'Stta <br />" 14 'a � ­75G`­ 8 RNM <br />_)­­­­ ­­­­----; i I <br />- ___ i <br />� 1 - -1 ------O 1/4" (TYP � 1,2'. - i -"to Ancu 0 f, vil <br />� � Z74�­ "26, � 1 1� <br />� <br />I <br />,,,, <br />. , � L2 I I .7 .. .-OI14w11A�1.r1.11_) <br />I.M,O-_� - � .ORS1 <br />1 , fl, 00' . 7 i'� <br />�-1_35D. , � _ - , <br />, IS _ �_ - J <br />­L43I - ol. <br />L . ", - 'O I k 11 <br />",a./ ri <br />1 <br />, �, i . ! I �/ I�Uq I I I I L___ � t t!"I � , , 4__ <br />- -, <br />I <br />1 , . - ­ ,,- � �__ __­ -----I-- I " I <br />11 I I I I N � . I I :_�I-�iu- * <br />� I , <br />I'M", � ,,b - � I otNF` I , , <br />'M ,� : 1 .084, ,,-,, ,.G�, """ <br />I, I - " "' 3,�?s <br />! , el, ORZ4� tRN, THICK 11 � I 1 I. I __ I'L <br />0 IIALVANIZE17 STEEL " � I'm* <br />� I'M[ ASTM ASW TYP, / �2� - �,Ot!!4" - - <br />� <br />� <br />I � � <br />� BRADS 3D MINIMUM HEM . - 5V t C�al__ A <br />2AZ5 t_:�_-.,_�___:Z�: <br />I <br />I <br />: G160 CALVI � I - ___1 ,'- _j <br />I I - . I <br />"I'll - - 1084* , ,,, __I A.. <br />-­Dr1AJL A 417 1 m! <br />-­- -1 - <br />(TYPI) <br />- __ ___ ____ ;WA ------ - . im� <br />375 <br />5' � L__j_____._, .--- <br />A. " <br />. . . . . - 1-5so, - -1 L-2.0 i I I <br />RAHELS SHALL Or INSTALLED ALWAYS -- -z33r--­ <br />FROM LEFT 70 RIGHT W/ 112' LED <br />END AT LEFT $IDE Of PANEL <br />(�) "H* HEADER (�) =_M9X (�) AWZMM= <br />I <br />I <br />IAT <br />11__�111 <br />- TOP EDGE <br />i <br />LIE _,� - __ - , �- W. 0.02-" [0Ij <br />PAN" " I 1, P� GALVANIZED STEEL <br />I <br />GNID _ _ ,�' 1_�` - - <br />- __ � 3751, -::z7w 1 <br />j <br />W/ HEWED moc , t � �: PANEL I ,..'� <br />>--" --,,- - j I ) <br />,.,- , I I . " , <br />.< ­ �5�. 1 . - � - <br />� , <br />"�' �."- ­ - ;?�� _­` 133*i oz� , - �, <br />� - , , ) <br />- - _,��_ � - <br />,� 1� � <br />,� I " _1 <br />1'� - -1 - - _z�_ � - i - <br />, I I <br />8 1 <br />I <br />I <br />I <br />_e0o <br />- <br />-- . � <br />. <br />--� - : C`.�11,__ <br />�� '4 <br />�, - �- , i i 1 10.926 " � <br />11 �7_ , --l-l", - I I <br />' ' li �11 9�� ` <br />�� <br />' <br />I <br />1�1'65D- 14 .,62 <br />­_ H&IAW" - . ­ �'_­__,_l IMEYD" " <br />I <br />� - <br />(___ , 1. <br />I _­.1­­L2_SQj­ - --­ , <br />.,-- !N,G. � <br />--­­2,2bO`­ - , -- rw a , - I "I" --�.�,':E,.-'��- � , I I x OR @0 <br />I �� � / ISOMEJ ­ � I ,.� ri-51 <br />- i I is I WF L�w'e� �, <br />t251 <br />I <br />I---, ___ <br />,4 r , ROUNOED �QRNER 0 EHD5 of PANECS ,,, -, - <br />I - JR. .00, 1� , - <br />: j_t!L37S_ - ---' END LIP W1 HEMMED tUGE� L I - r 'T 25� <br />i ("T's) XS*' <br />1 <br />I . I I � r -----r— PAZ"" <br />Typ. BOTTOM <br />C*` <br />� " ; i -1 11 . '001" MO. (�) - ____DXf OF PANEL -;7w',- <br />5'. 7 <br />_3J � � i Typ�) 31OB-HIS4 ALUM, &LOY KEY 8 DLE AT-EAM . - <br />- <br />D72* 1 � � I I i (�) '-- -_ --' *SEE SHEET 6 FOR ADDR, <br />I . � 0: I <br />I I ". I�. I <br />: � 5 -- ,.=� - .S,r r UNI[TATIONS � SLEEVE LE=, IS I I, <br />� � I'll � _.DAI- I - , - ONLY VAUD FOR IWALLATION$ INTO <br />i <br />I <br />I <br />I I � I - -.125* <br />I I 9 ELM 2, 1/8 I" I MR.) WOOD STRWNRES, <br />. <br />i__�o � � . .37S. 0 � �­ , ­-_' <br />Im-] I I <br />I <br />I � _--I MAX. LEMH ; ; <br />1�9 - I i -2.000-- 1 2.10, : ! <br />, 1 3,7w <br />, 2 <br />� - __ ___ Cow � ­r� <br />I <br />1 <br />1 <br />AW � <br />- � <br />'- - ­2,141' ­__ . 1-.118* /,____�, - , i ITY-4, 1 - I i � <br />I !i �'CV, , <br />, 1.0 � <br />- I <br />4 I .75a, <br />I <br />_(E), 11 - 95- <br />(�) ffsl_!�� Il_� - I �- ­ -I, MIN. To 5, M­ ---- r � , - I I <br />I <br />I <br />I <br />I— 2GOO­-_ - - ,_� <br />(R %LuLA:_mA& <br />@ mrm .Nt EL HANOER <br />01 (�D "J' IRAC (R <br />0� <br />74' �­ -- - 3ow­-W. .-, ....... " . <br />, <br />,L _ i 11 f­ml <br />w" X, Tlti'l; <br />IS 41_J44!_W1W <br />i I I � � - ;�- �A� <br />I . LY FOR E ,Z HANG <br />� - <br />"" "­� ­.­­..� <br />I 1-1-1 _­ - -411- � ..... ­­­ - � 't, � ,�� (USE; ON - , VORM PANEL <br />F 1I ": ... .... � -_ - :--I - 102. :I� �­, ,�C Emss'% . % SYSTEM) 606Z-115 ALUM, ALLON <br />I -275 wkl� , / 11 <br />, <br />I P� -,:i,_ � - r" , ,in. I- <br />- ..... f I ___9_ � -- I , '. .. I <br />q = I- z .* w I <br />11671. -­----a�­ ,--[,.,-' z : No. 441 * FLORIDA SURLITING CODE (Nati �!Uh VolovitY H cricant Zone) <br />:;:�,�_ t, ��,, 'T"I"' 'INO MIR, 4 0 2T:.- I , �, t Wr � * ., Tk � am. XPOO, M, 24 GAGE WVAXIZED STEEL STORM PANEL I - <br />- t <br />� z f-,t - '. � 17' .1_______­__ � - - <br />- 4 - to"- - <br />I D88 -3 ­- -(( I --a*, STATE OF ." - OPIMIN WF <br />L , <br />N, <br />_� <br />- _L__ <br />___�,� L -) ,Dso,��:, . <br />m � I -WI-11m. <br />SEE DECT10111 - - 11%, ,_ " - - �, I <br />- 2.000-­ I L_ _L.__ � S, D�-., <br />, '� ". " ` -, � <br />I - MIN CTS, LLC. 'T, <br />- <br />- - VIED S'.. 61 `iTRW - I <br />� zBA1 c 52?n�� , <br />nwEm rl� M14 <br />, ; �,7, -, x"""', UM_ AIANWF oM,NNv-7bMI. FW, ONA)W-W79? 20-175 <br />(j� BUILD -OUT *r C4) SM-OUT "F" TRACK g & (��O ERED WINGNUT , _,;�_t — 1-1 JoRk.4 - <br />IR"K ANOLE (ZANIAC a ALI" I i --- m ,.m-� or Hi -I <br />.. --­­a <br />I <br />I I <br />-_ _____ <br />____ -_ <br />INSTALLATION DETAILS FOR REGULAR_!AN"-) <br />SITO POURED CONCRETE OR CONCREIE B=K STRUCTURES <br />I <br />I <br />ALTERNATE CONCRETE <br />ANCHORS LOCATION <br />I <br />�-T <br />CONCRET ANCHORS � SEE SCHEDULE ON <br />CONCRETE . EXISTING PWRm WWAE% <br />(SEE SCHEDULE Od­1 E)OSTING POURED � SHEETS a THROUGH 10) OR CONCRETE BLOCK __­_� <br />I <br />- <br />SHEETS 9 THROUGH III), OR CONCRETE BLOCK � � I -_ <br />� FtEcRwRED� � � REQUIRED, ........ <br />I I <br />I <br />I � <br />� _n <br />_fv I- - , _&TTANATE LED - HOP'S l, <br />E)OSTINC P DURM . - LOCATION CONCRIE7. A14C . <br />11,12, <br />. <br />I <br />__ r <br />CONCRETE I I � <br />REQUIRED � I i � - - 'A, 151&� ILE 2- <br />sH 9 2% 4) <br />;, �; 1�1 ,� � nl� ­,", " , __ I , <br />_�, , � <br />1� b9l t­ 41 - � 00, ,- - -�7 .� , , , --w= . - ­ <br />p , To, SCROR 09 t <br />I <br />1�&&., <br />, _-, � <br />I ! i ---- � ".=� S4_ N,I W/ NU, I �,w <br />7— _'111� , � - <br />'i". <br />- - C _­­­ -------- ; <br />6 � fl, � ­1 --- I,- j I <br />, <br />If <br />I <br />I ( �­7 i <br />9 "" -"-"------- ________� � <br />9 <br />I <br />I � z <br />1 L/.'A-20.I* 1 E?_ : <br />4 - I I SNEM 9 THROUGH 1W _ 1� I � 1� F11, 11 _ � i <br />I <br />(I>- � I, <br />. -W-. M,n�z I - v o.. <br />i I EO_ j , - . "I I <br />I � , .r,,,,. - : <br />"", I PANEL LENGTH <br />I <br />I <br />,6 ,�qgg.�, i ­1 I'll 11 I (SEE, SCHEDULE <br />unw-11 .1 �191 � I "IF - ; 1_­� i : L " S <br />Lou <br />0 1 A, I . I - .- 1!?11�1 I MIT, --� Z.) <br />, <br />0 1 1 � I I . (I , MR OR (v <br />I SEPARATION <br />,iv� <br />�_ o, I -LLW.E <br />� P,�� I - I TO GQLASS� 'I.- ,X <br />I. � O�CI <br />�t , - I � 5 ISE'S <br />''-,-,-,-- -,-,- " r <br />� F , � "ON To SS, I I , (SEE SCHEDULE T/,(N-�`I' 9 * I'D PDR, <br />,I, - I I M."MI') �L. � tSEE SC - � <br />1111� I D14 SH-11 , ,­.- -1. 'GAGE, 0 <br />HEDULE - ! <br />ON -1 1) �� <br />- -1-1- I'll, At .c � e AT rA <br />- `L­ , ,- I I _�,� -_ - <br />I " E717 3 - t'NCRO M.P� __... ___­ 1­­ Am PON fw*L � <br />I 1 PANEL M I SHC S) 4,­_ , , _Yk, <br />I LENGTH I�o <br />­1 ,____� <br />I 1-1 -1 - - <br />_� _­11, - I <br />�_ - ­11 I, PANEL LENOT)i I I .1 / 4� PO 7'�j <br />I ;m T.4, <br />0, - _1 ­­ � -1-1- i (SEE SCHEDULE I : <br />, <br />-, -- Wk -­­ 1, -Y _11- t I ON SHEET 3) 1 (SEE .111 - I : <br />It � 'CHCOUu <br />-_ <br />i wSTIN2_41 t -, - I <br />, - SHEET 3) <br />J 0 - . ____ ­111-1.1 ON S r <br />11 SEPARATION <br />1 '_ . <br />1 UPH I GLASS �A � <br />_1( To GLASS. I , I ; I <br />0 � ­14%1=�__ <br />SEE � L-----,------- <br />I I I ��­ <br />It <br />SNCNEDULC - -1-1. __ -_ � <br />0 ON EET 3) 1 56% I � I <br />cl; Or <br />- , I <br />I i 11 OF Ic : �! : � � iv I <br />---- . <br />W, ­� I MAX � ,"', L��,�� -�--n I __01 � <br />' I t � ��_ . - . 1 - �2,_�___,,, I <br />, I ­�-C.��-,�,,',',.��- <br />0 C4 j - � -im—, - 1 I ,N0�, I � <br />� . I I - -- -, - 50% <br />" _� I 1 "§ � :I _,-, - SPACER 1 <br />, <br />7- L I* 12 1/2- D.C. ! __ ----------- - - - I - - __ j I - ';�-,,�,,, -LENGTH - OF 'L7 <br />I <br />h I ; ,I; ve I �-­ --� MAN <br />I i - I I ! <br />t I I ��?� � <br />I i _--l", � I <br />It i � � <br />I . <br />i S�cl___, __ - '2��+= <br />h ­­­j, ­ 'T I - 1, __ i 1 1 <br />:_-, -:Qi=_= <br />I <br />I <br />I <br />-1 � � <br />CORCRETT A ' CONCRETE AN <br />III-, `­_ (SEE Sr NMHOR�E___� - � CHORS I <br />" <br />-11 _�LEQ D, , ''I ____L_ <br />LLE (SEE SCHEDULE ON <br />,g_r1Z__ -, _, - � ---., -- " j "', <br />EASTING POURED � P4 gg' I __1 <br />4�-i,-,"��,,�",-�',,'-�)\',��,-,,� �Z � -,. , <br />__ ,5, , <br />, _ , '! , , <br />, ­�4 ­* _� � - LON <br />, " 11 ��, SHEETS Q IWOUGH IG <br />CONCRETE Nl?,�,i,T�',� �­, = SHEM 9 "H to) �'; _, ,j � ,,� � <br />,7 OF WALIL OR SW 1M �-, : <br />I I 41 g ­og 2 I/9 G MAX. ALUVINLU <br />� <br />REQUIRED . SpAcm a A VAUD FOP, <br />Irl. <br />� " � CONDITION) -� - �OX'AOX. <br />1, -�;� , 11.11.1CI&REC CONCRETE , � ALL MION NO PAWL <br />"' <br />" <br />�g <br />� .... , �?��, - ., EL <br />� ,,,, -W. EXISTING POURM CONCRETE I <br />I v,_,_ OCK OR CONCRETE BLOCK ­ __ LENGTHS PER SHEET 3, <br />11 , 1 <br />� '11- Rt"WROD. �* <br />1111, <br />I , f- , _aV:RED 1 '2� L SPACERS, 0 <br />_j , I RE I O'I,N�� <br />(c-mt==rw R <br />­ I 11�1 <br />'13, � --- - 1� , ,;r S TABLE OM <br />,AL:INUM <br />� , , 00 <br />SHEETS 9 THROUGH I 0) � III <br />SHEETS 9 & to') <br />UT M!VNTINrA WALL MOYRUNR ","", I'll 11 ER,S (9) OR <br />1 <br />W%,p SCALE 3/a- I' <br />1 <br />"'k,111111111", I <br />"X ql�� P, rill �A,,,. I <br />1": % � <br />��, _:..., - - v­ <br />,-%.. , <br />�% <br />_At�'.­ <br />, i <br />�o _.. \\cEtis <br />FLORIDA BUILDING CODE (Non High Valecity Hu loanNE Zone) <br />� - <br />r . a.44167 . I A=II 71'"X0. INC- TA <br />z : ". z 24 GAGE GALVANIZED STEEL STORM PANEL <br />OWN sy� <br />Z: , -, * ! * 1 1 <br />VDjL_Eqp,mmjuN6mQN_Qf_'S5CT1 � z tomitaw <br />,=� �i 1, <br />E.D. - EDGE DISTANCE , 11. _____ - <br />k, I STATE Ok�. GLOBAL PROTECTION PRODUCTS, LM Pa, <br />(SEE SCHEDULE ON TOP & B07TOM VIOUNTiNGS CAN at I - , '. I . - _­:,:�> I I L I E C 0 ,Z� Mae Sol III STWS <br />T`U ORRIE, m 3MI4 <br />, u , �'jaw�, . 1�0 ' l'tor- '�O' F <br />.,� '6' <br />SHEETS 9 & ID) COMBINED IN ANY WAY TO SUIT ANY ", <1 " =;I " 20 -175 <br />L <br />- * -!%' DR,4) <br />- I 4 .t =1­ PWAC- M#-754S TO: Ir�)181-6717 <br />t $1 <br />INSTALLATION, '111� �� � <br />7;Z-.r' prom N.- I <br />t.-mm I — <br />�wsir"vl"t �­ -�==, <br />Tuulv�ull: WALTER A, IIMI -- =­ ,,, <br />-_ _—, . ....", _­­­ "­ I ­� I - ,. , ",., n=6 I .- ,, � � I <br />I I <br />,Z HANG STP� �NL � -1 <br />INTO EX-ISTINQ WOOD STRQrj`URES <br />-, I - , I/4-4 LAG SCREWS 0 V OC, Wj - I <br />__ � , - <br />_1 " <br />1 I I <br />-, I- U 1 1/2, -�- H`qoAm PWITRAYION - �, 2 <br />- I I 1��, 7, i, � I - �/ Y T <br />� i EAL : r� I � 1. - <br />--l- - �; WA . LAS XPEW5 0 &;XcR'w1 - -_ -TO EXWWG WOW RIAOF , <br />, "Jz , A, THREADED ,'a, I - . T/. � 4CREWS 4 P, O.c W11 <br />;,-- 1� <br />� - I <br />-, E, � � FLAT OR all ,/2' Ifi� THINAUM� tZNTMATION <br />1�_ 't r .5 _m WCOO WIACER. , 1 , I I � - � <br />, : - TO CAMIRAT WOOD 9EAUEP� <br />__� I 1, ­0 , I I <br />- I <br />_� __ 4" A , i i , i, � � , it 4 C*Ik, 114W SAIE. � I . I <br />, <br />I ­ ,I, ­04 �A_ II14.1* S.W.& - - 40 , Y � � 4 ` ;1'_1C1"1"1' otil <br />� i � - � 1 7441. _T1 <br />,2y'� <br />I r, 06- �, c� <br />i , , , W f �i W 'I 6 1 1 �'. <br />-, �� <br />-1 i �� , <br />I!�+ I . - _. ­ 0 i ., 11 .", <br />�7 <br />/� <br />, I , � 7 9 11 1, - LAG S�m 6 5. ax, W/ -, : C-AL f1w, S,m, <br />, , , ,I I � �_r � I., <br />i ' I/,,. ;! <br />_20 / k I 2 0 Ex END OF ip <br />MA" "VID-0 ". <br />Intas I F11 I <br />� " 1 , I 1- I <br />- e I , - <br />I - <br />� �� � 7, 1T _.0 " <br />�11 �� I I I$EE OMAIL i/2. A. I I �.-L- I <br />I I <br />ll I � J' , I __1 ) � I I .mG �, . MANNFIN � EXISTING WOOD HEADER, �, I I T -05 <br />y I L ­­­__­�� I or z TTEP_) 11 z ( vuAL- t/�� & <br />, , __ 11 <br />, r I - .,/w Aw POI, .mvp C.1, #14.1* Fk_s, / i� ,i I I Li <br />1 �,�_ �-_­&m, <br />:Ix <br />61 ---I I <br />or v,ERY (D 9 ek top OF & r, 1�� , �� "t I <br />W-AVIS r .1.4r- " <br />9 � <br />I <br />- <br />w ,,vkCxR z = - --y- �, GILTAIL ij'Z4 & <br />- 81ITED ___0 <br />__ . ir Lj:: !I 11 _. _tA_mqw)] I <br />- ___r_ I I I I I - ­ - WOOD HEADER REDumco, I <br />9 :z, q/ts. Nip, - .,Iljrw-=.y . - -1 <br />' : - 1 q.-­�.w/.- w ,A <br />SONAR" - Q. tq" V __ - ---TV- i <br />_ �F _ � 1 1A-P., I2. <br />_��..I,IYIHI�l 41 9 2 "'W2 - <br />�� <br />I W,� To GwIl <br />'� "d 0 <br />L, T. 4 � <br />2' 1 <br />� i - <br />, , <br />TV 41ASS N, IN "NI; I, 7 a g 12" ac <br />41, <br />; , I <br />� I/w 4h, <br />I twfi,y 'NINLAP ,�� MITY DARLA- - - E� - I � <br />AI'A <br />91 .,� r I ". __ I . VIP RUN- I <br />1 / vA 3,Ai - - To a�ss_ '/4r!-wO.3j41 <br />i I -1., � - -- ---- - I z __!L_L - i z M , �_ <br />I <br />�� - S=_ ly 5.�.41' �,.K � ,",e,"%"3'*/ � <br />, . <br />.1 <br />r TO .A,-,. / j _w O,vbAP to gin <br />1 ug T� i 1 . i r- _O !!� I <br />" 4 1 <br />. I -f-- -1--] - 9 <br />-I- LL - 0 . , I . 1 i § , 1- <br />I E�V , I � i I <br />1 1 . I 11 <br />I . , <br />i 0 i <br />. e - <br />� <br />4, I . J � <br />, - -,;� I jw' i, ; � " . <br />� � j I - � - :Ii 1 <br />� I, - I � .6 . - <br />] i <br />I <br />I- <br />9,- - =j tgr. ,- <br />1, 1- ! g! 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LAS SCR & ' ;I , , I -T- I 8 11 I- , `T2501 ­ ... \ , , -ow/4- <br />, � - j -) � <br />, , � I I __W2) 3r..' . - - ­J� - , - - - § _ TilllffW <br />" Ix. , � �� , R= <br />11 , , rv.26 5o" &,%H I AV L AtOulAz gA gg N� IKIn, I A <br />I IT -1 <br />� , DIN ot Pill At smrs ZINC OR �, <br />" I <br />t <br />. " CA ON E1114C ,- A L <br />I 14, 10 PARELMAIE PLUS W/ - THU , W gum '. ) , tg ,,nw4-!As. W/ lfv%vu- <br />- 1� - c_t <br />, " � I , 11 �A� <br />, , 1, z Ill O'C' <br />S. W M.. P VNiTRATION 9 I P� O J , I <br />I= <br />� <br />I&M r <br />\ , I <br />� �', � . , - _,/4 10 <br />- �� ", i;W%, - � ,/, .tAG - v 6 <br />_t ,�A i.AG SCRE101. <br />1� � ) " -,- IW- I INRMF4 ol� 2 Mt, T�'. I�NU`6, <br />- <br />ntw mover �� "" ALTESSAW1 2"W � "I! ,,,,,, ii - Ni" Dx.., .0 � REQUIRED 0 IN or PLAIT <br />-�L I ON LOOP <br />L!""I <br />SO4LE i/4---- ,F _,� <br />, I I � � � PLAIC REWIRED FIAT <br />11 <br />a <br />� I , " <br />11 I I I, i - I - I <br />I ­w - - - . - <br />htulim'. UjLh�T1h1jq <br />,-., <br />, I � �, ", <br />I � � <br />__ '�_" - I, i CEILI 9 MOUND119 <br />-I=- , � "' � <br />I -K , --I- <br />I- INSTALIA-ROMM ADS ONLY VAUD FOR BUILDIMIS WITH .S.D. T�I� LO, , <br />� 710 IIA�Oj -75,3 Pe AND PANEL'S ILDROTH UP TO T-10, �Ds - � I . , RNAIIVE 3**W SCALE 114 <br />4PI I - , "AIIIJAPOIRINA, <br />I - a , <br />A, Tf, <br />e <br />- � I "now, WOW MEMBERS TO u S,UO�N .r � - , ,�,�;� %p, LE 1/4*-l' <br />, , . <br />7. FOR NEW W11w FRAME CONSTRUC - , ­.­ / SON <br />P-E N., 2� W ST_.Cin� 0.145m OF 0�56 CR [OUIL "I - Q . . <br />, �� <br />'- , II41'.��CEN ��� ... <br />,� _-<�, , <br />- � � .... � <br />I i� ., FLORIDA BUILDING CODE (High Vetocify Hurricon. Zone) <br />____ I <br />, <br />SE111-39 - ! � NO� 4 1 �� E Qm W-Em 1�c. i I <br />SE, OFElIncM A= I :*= 20 GAGE GALVANIZED STEEL STORM PANEL r,p <br />0 - -1, ON �, = *, � - <br />, To uo�Rpwarq = <br />=q *� __ Wl*H W; <br />WV� AS PANEL -, &,= - I z - - <br />� <br />I INAiTov <br />-, <br />'DOO O. 2= I,-, II&T - ��-5!'- ,,� -- , -,;, GLOBAL PROTECTION PRODUCTS, UC, 0"AArAm <br />,v-c o,o S -c' SITM OF c-;� <br />I !" A4 - .�, __ omt - <br />ov, ` ;;;w- Ntm SI <br />Dwm�m cOKAj_KpQW_x. ALM LIM HUM ��,,� <br />077_�,� <br />SA, 514CEL <br />- ­ I <br />-4�_�� P.: - -_ - - - <br />Top & BOTTOM MOUNTm- � SPA01am-A-0=11 -_ ION <br />'to L -1w ' � XRQ-� f­ 0M.W.-Pla, 20-176 <br />I <br />WA, 74 SUT of, um'LAI, <br />Am � $P407 stam- I/-* - I* NE"N4014 ­ �­ ­R" - I . — - ot, . I-_ - V*wm I. <br />.I �. � � <br />— - - � - awaotm <br />� <br />I I- IL - <br />I I <br />SIN= I!!ANU4CD IffiRMTRAINED <br />AT-W-08-am"M <br />M-1RAM-11-021 * <br />­N1AXIWUW PANEL JILEN01H <br />%+" OR 'L-' (ft.)O <br />MAXIMUM 4.S-D. <br />CONOIFTE * WOOD <br />GESIG <br />I N <br />PRESSURE PATRIC <br />INSTALLATIONS t ' <br />(P',,.f.) (+ PI, -) <br />, , L_ __ <br />20.0 <br />tg,-O* <br />12*-Q,- <br />_-7ii-0 <br />tv-o- <br />11 , <br />:2!� <br />___2�_a_ <br />_i1.1_$' <br />w-70- <br />_il_li__r� <br />70'--o- <br />____!�__&__ <br />40.0 <br />10�1, <br />,9�,- <br />- <br />- <br />mo <br />_1_-f_ <br />9�11 <br />___!�-_-_ <br />9,-4, <br />I <br />15x <br />-_ <br />N*-r <br />.- -_ <br />- .,�_ <br />___�:__O� .... � <br />____!H___ <br />__Ln�_ <br />_2�_r_, <br />. <br />______!H__ <br />___2!�__1n__ <br />11-1. <br />___1___A __ <br />71-01 - <br />1­2t* 1 <br />7$.v <br />71-51 <br />6,-ro' <br />Av. 0 <br />71-41, <br />6,-7* <br />-,- <br />Ai_�__ <br />—71-0;,- <br />,_W_�7­ <br />� <br />L <br />---±A-"---- <br />__!�_1�1_ <br />-If- <br />___,!!:,!!,___ <br />__!L_p_*_ <br />___�L_�L_ <br />---,L--O- <br />1,0510 <br />__�___S* <br />s'-J* <br />_±:__u:_ <br />"-,. <br />__ <br />flao <br />- <br />5*-7' <br />it" -, <br />---:-- <br />__ <br />—51-r - <br />­51-5-1 <br />. 1 �9_i_ <br />, <br />--��'� � 28 D,M. <br />DMITAORCMJLIKK_K� <br />MAXIMUM PANEL LENGTH (A), <br />'L+- OR %-" (Of.) 0 <br />wxw,m ks,a <br />DESIGN <br />PRESSURE RATING <br />tp-0 (� - -, <br />P%o <br />1 <br />CONCRETE * WOO* <br />INSTALLATIONS t <br />- L+ I- <br />14'-*' T31�0' <br />----T!L70—_ <br />22--w <br />-RILD, <br />_11�7' <br />10�7' <br />—, <br />ma <br />___jj�-B' <br />W-1111 <br />9�9- <br />�01 <br />� . <br />9,-2 . <br />---.! <br />___L__f:_ <br />*'-I- <br />— <br />8�-7- <br />____.±_S0 _ <br />SDO <br />i-_7,� <br />0--_­ <br />- __iiv___ <br />-ir:T- <br />?--:9--_ <br />__Q. <br />7--5' <br />_____!��o <br />- <br />___!� <br />-F-_27- <br />-±!--a- <br />70.0 <br />_i�__Z_ <br />11-15, <br />- , <br />7-110 <br />___;�,_v <br />w6___ <br />____!�,A_ <br />____!L0__ <br />10010 <br />- <br />7'-21 <br />- -r-oz- <br />—7-0. <br />--c--o'' <br />_!�-n_ <br />SI-J, <br />__A:_ —W <br />61-18, <br />__��_ <br />­6��T__ <br />__!�__T_ <br />__��-_,O' __ <br />S,-7, <br />fai— <br />--e:��- <br />—5Z--__ <br />I, fox <br />- <br />5,-1, <br />11 <br />, m�o <br />I <br />- <br />- <br />.,-to, <br />I IR,6 - <br />11 - <br />,r*-e- <br />MINIMUM SEPARATION TO CLASS SCHEDULE <br />malmum <br />PANEL LENGTH <br />WIND SPEED < 170 -P It <br />j WIND SPEED , 170 .P.h <br />�") <br />UNRESTRAINED I RESTRAINED <br />I <br />UNRESTRAINED I JO�MINED <br />30 OR UNS <br />1. , <br />I <br />6' _T_ <br />. - 1/1 <br />P33 10 90 <br />1, 1, <br />7 1 12- 1 1 7/2- <br />— <br />i <br />7 1/2- j 7 1/2. <br />- <br />1 1 1/2, 1 <br />� <br />JUUNflufthwi VANITI I PN=14 fln) MR A 0WIEN UOUNITING CONDITION <br />TOP <br />DIRECT <br />,III <br />I <br />:u. <br />. <br />" <br />�Mll <br />I "Ofto 007 <br />"F�z <br />I - <br />OUIL OUT <br />- TRACK <br />MOUNT <br />HEADER <br />41 Im I <br />ANCIE <br />1;2K <br />BOTTOM <br />.= <br />- MILECT MOUNT <br />- <br />W <br />1. <br />12- <br />5,5- <br />1 so- <br />ED, <br />4 I 1.51 SQ10 <br />___ <br />,. <br />32- <br />__L�35' <br />� ___ <br />O� _�3;; <br />__ <br />M_ <br />- <br />(�) 4�-7-RAC;-- <br />_!w - <br />_ <br />—3r <br />__12L <br />_ _�� <br />w 1 <br />A2. <br />67' <br />— <br />1 so, <br />, <br />0. <br />@a u vyp-. bg - Owar - _F- 1-wu I <br />W/ 31W tuAlmm <br />'. <br />32' <br />Sir <br />, <br />-se <br />I <br />561 I <br />F-Ii- EV <br />- UI - - , M� === <br />0 <br />" <br />;3:2= <br />, <br />3� <br />_�� <br />_�!_,_L <br />ze <br />601 <br />se <br />I <br />I I SL <br />IS <br />. I <br />1 <br />S A (�9 <br />D.M,,W. , <br />_ <br />@.,@ <br />+2/4 1 /A, 3/4, 4/5, 5/5 & 6/5 <br />IW/6. 2W/S. 3W/7 & 4W/7 <br />r MAX:r ______ __,______ANCHORS (SEE SCMIQULE ON 31 MAX <br />;-I' MIN, SHEETS 01 TO &II) -,-----------------------,-----,-- ____ r 1, RIII -1 <br />I I— ­­ ,-.--.--,.-= !_ . � <br />0 1 , ­z__ <br />_____________� � _____ <br />- , <br />�, i �_*, - 1� - r- -i - 7 - r, - r T - � -r- - r- -i 17 / I - r -1 - -T - r- - F- 7 - 7 -T­ -C- -I I <br />I(SEE SECI I <br />APPUCABLE) I I �� �/ 1 ! I <br />L 1 1 1 11 <br />1-1 - 1 I __ - I I " 1 -"z , 1 1 I <br />-1-1 - - <br />­1 � . <br />I I . <br />I I f T - I 1, I 1 �,,, - . � j i [ J I <br />i I I I <br />i I I i , <br />1 I 1 1 t I , I' - I 1 1 1 1 <br />- ,,, - I 1 _ 1! 1- - !_ I - i AL - <br />- I - JIL -I- k, 'I - 1, - <br />� <br />J-1 I I i ! I .L � � <br />I <br />- I � _ I __ ,,�Apr I �, <br />L . I_ __ j <br />. <br />BOLTED PANELS W1 1140-20sl* , <br />_§.S� M,S_ BOLT W/ Q 0 Ek OVERLAP I <br />(SU SECTIONS AS APPLICABLE) I I <br />I I I i _t] i � <br />I <br />� f <br />. , - 6 <br />i , , <br />I 1 1 4 <br />� 7 <br />1 1 1 � c <br />� <br />t i <br />I I . <br />I 1 I 1 I . � <br />2/4 ,41/4, 3/4, 4/5, 5/5 & 6/5 '" <br />I W/6, 2W/6, 3W/7 & 4W/7 <br />----- -ANCROITS (W SCHEDULE ON SHEM, 9, 10 *1 I)- , - -, , - -1 <br />n1 ELEVATION <br />NOTES, <br />p(l) f- MAXIMUM, ALLOWABLE PANEL LENGTH FOR A GIVEN PCSffK A�16, DESIGN LOAD. <br />I_ MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASLO. DESIGN LOAD. <br />(2) PROCEDIRRE 10 DETERMINE MMIMUM PANEL LEWrIk <br />GULN A POSITIVE kS.D. DESIGN LOW, DOCRUNE MAXIMUM PANEL UDIM 't-' MOM SCHED01- <br />a GN PAW, UENOTH %­ FROM SOHMULL <br />'Gr?2Z =AJ=AifPANEL` MINWJM OFTER36UNIED PANEL L"M <br />BETWEEN 'L4- AND %-'. <br />(3) E <br />��= BELOW FOR MIN, PANEL LENGTH FOR POROSITY 4UNLIFICARON, <br />� <br />4: I't iNSTALLAGONS INIQ WOOD ARE WMITED TO . 05 p,$J, MAX ASO, DESIGN PRIESSAIKE RAIINS I <br />m <br />I SI�, <br />;,-- ­�, S� FLORIDA BUILDING CODE (Non High Velocity Hyrricons Zon*J <br />� � � P� <br />'i .,.A� <br />� <br />- - <br />. - - <br />. . .; <br />*: ' D, 44167 I. S <br />0020 Tum, ooc� <br />24 GAGE GALVANIZED STEEL STORM PANEL 11 "' <br />IRV", vy� <br />; * : i <br />-r'. - "* <br />, ,� . ;TATE OF ,Z7 �'*7nf <br />— <br />- — <br />fit LTE C 0. ", \1 <br />.1. I I-- 11 <br />LLC.1 W"`/�-o <br />MYL <br />GLOBAL PROTECTION PRODUCTS ' - <br />a � <br />1, ��, '. <br />� ; '- : �QRID;k .-A y <br />,i �.A�/, A6,w <br />"',� s, ­_-­.,z$ A,- / <br />-m "I 51 SMUT ____ <br />DAVIG FL XoM,NMW. - <br />FooNt,- CwH).so-IRI.S. r� -.97 r2l 11T <br />� <br />gLN T = 4 . r"Dowbum, Cmw. <br />. ---..,. <br />, , (.4 ­1194=1* ­L­ <br />, <br />'114111 <br />- <br />--I — i-4-1 . ORAW`NG N� <br />'tt,tw;,"Col.l"lv&�,61=-��IC"M <br />.4� oIff,l, Ps. <br />I FLEARM, Lk, uma_ <br />I <br />, <br />I - .- I.Ap'.4 ! 1 o' III <br />I I t . =::�_, I, - <br />� — ____ —_ <br />I 1111:11 il 1. <br />INSTALLATION DETAILS FOR REGULA �� : .111, 1 <br />1� INTO WOOD-519MOUKS I <br />'' 11 ___ ­,­ __ __.__­".__1'1_1_­. � ___ _­__­_111______1___1f <br />- <br />7)7-7- -,,-;,f t,,- ' -,­ T, T -- `-; 7­1 tv T -- 77 `1 -1 - A SEPARATION i I __c1j I <br />i �/ - �� <br />1�11 � - .�', i 1 <br />��7� �`Ili WOW ANCHORS I __ 'to GLASS� - --- � <br />51, z (SEE SCHEDULE A <br />--,-,' � ($a 5CHMULE ON --) r ". , <br />­ I <br />4- /, - ,3 11...-�,, I <br />I , � I I ­ _f <br />i" , SHEET I I) , - , � � s��,_ F, HEAD aot,z 0114 SHEET 3) _�� �'. : <br />e I - , !� , I I , <br />- I , , - I <br />" -1 , <br />- - - 1 1 1 1 <br />" <br />1 � " � , _� , tw <br />11 I 1, , 1�� � I a a Ile O.C_ t___,­_..-__,_, " <br />�.e�� I! 11� � , __ _.___ -_ , " -_ - I <br />� 1, ��, � t, I ,�, 1 �, � �ii i� I � I I =%:1w1_-.1 � <br />�­- . <br />� I , � I __ �, <br />__­__'____­i 'L' mox. <br />- � I <br />-, e I <br />\ .: � -) � , . I I <br />M <br />� / ilt .L I . I- "-- - ----- I PANEL LENGTH <br />WOOD HEADER, '�, " ! W! - 742, WOOE) ANCHORS ,,� � � I 1 [ IEZASSISIIIG� <br />__ - I , " I <br />: - "" " 7 I � (SEE SCHEDULE <br />� "' <br />1, �, , � . . I <br />REQUIRED � I (SEE SCHEDULE ON - �.� " <br />. , I _____ ___.__f ON <br />f ,* G� i�� i - 1/4' - , - I � f�_�� i 2 � �GHEET 11 FUR <br />4 t Ld ... � SMEE, 11) � -- I i_1.L_uF1 iFACER - � <br />r= � F-wq <br />MAX ". t�� 0 ,,&#',= �1` 5, ;; <br />, , 1, � - , SRI 1 __cj ) C;,�� I <br />- - 2-i <br />, �', I __ : 11 t L_ <br />) 1i � _j ", � J1 LET - I <br />�' I , I � --- - MAX- <br />; � � WOOD HEADER- _,� ,� ;i,, ," , I f "N �,_ - -11 V I I f <br />i v i I I - I ---- ---- ____ , - - ! I - -- 1, - -.�, I � j <br />I Ai , _. [ , I—— � o I 1 - � <br />p � � , , . " -, r � __ 1�'11--1::,l-, I, I I <br />� I 1 MK k , I � <br />� <br />I � I <br />; � I , � � 11 1 ED � - , , 1, <br />, I -- I <br />0 <br />1, �f,�'-_­, � - r I I- "-�-- -- , � H I ­_1 ____j_____ � <br />I 11 � I A � - , , - � - , !i, I' MAX. LONG ALUMINUM SPACERS a 1Z 1/2' <br />I � �:, <br />t14 <br />_j ; <br />! i r,70,c� (SEE TABLE #1 ON 44W <br />I W., � , cl) ; I i � -�,�',', 1 1," � 1, � 1�� i SEE NOTE - BELOW MR LIMITATIONS POk <br />4 0 'L' <br />I SEPARATION I 'L' MAX. wx � I 1/2, LONG'SLEEW., <br />I I <br />TO GLASS, - PANEL LENGTH �", , " 6 <br />� � , I i <br />S � LENGTH I �SEE SO4EOULE 1� '-, � � ; ; <br />Err scmmutO PANr � � � <br />I <br />t <br />I <br />(SEE SCHEOLU I 1 f � <br />I ON slim 3) ON SHCET ;I) L__.___,___1_A__ ON $HEFf 3�) I" � � i � _PANEL MATE FEMALE 10 OR PANEL MATE <br />. I'I I � <br />I i -1 - _-1-1 ------ - � " SCHEDULE <br />ON SHCET IQ <br />I �,�, �: �� <br />� <br />- - � - I I- I III=; I I 11 "V , r , I, : .", , t <br />t"j, PLUS (SEE <br />[-- �� - - 1- .11 114 1Z m . ,I <br />--- --- __­ , <br />I , , <br />, 'k <br />z <br />! Wit, _14 1 . <br />, <br />I , "E�� 1: I SEPARATION I : I I . ­ <br />11 <br />, , I 2'X4* WOOD ­­_1 <br />I ; =iilq___,� TO GLASS, <br />- --------- I "; i � PLATEE REQUIRED <br />�,�, , - __­ , t � SEE SCHMAE ) <br />%H9­1 , <br />I <br />-- _01 <br />i t ON SHEET 1) I I A- i�,.% <br />I I � I f QIRECT MOUNT ­1 - <br />. � E * 1 4 � <br />L_ �4__= _____j___F � I I <br />_ ; <br />r_­ _____-I_ _� 0 1 1 I I <br />, <br />, � , . C54 SCALE IS -I' <br />1 I 1 I 3 <br />_ -1-. <br />, , I � <br />I : , j I � , I #1 ON SHEET 11 FOR MAX.. <br />I i SOI; � I. -1 " - . � 12 1/2" olc� SEE TABLE . IV. LENGTHS A, <br />I 111 or V 1 :.� ,--- "', 110.1 I Nuui� A -So DESIGN LOADS FOR THIS INSTALLAMON, <br />I I ' ED ' ; <br />I L� MAX� � - ' ---- <br />I I I <br />�__ <br />�� .. 11 <br />, 1 _4,' <br />I- <br />; E� " <br />I t . �, , - _--A <br />� � t I � I- -1 � I I a 12 1/2- O,t � .. <br />� , ��- � A .... . ... , ­ �___ �, <br />r__ I'll __ � I I '; <br />i -1 I I", .. . , i� ____ <br />� <br />- <br />ED , 1-- rli; � I � , � <br />E , " __ -1 - i� i I � L I � � � � � ' il� i_ �11 i WOOD ANCHORS ** hm. i <br />4811010,1110 0 __ � 7i � --- STAGGERED W/ $MD <br />�- -,� � <br />I <br />_­ ­­­ --- ---'-'--I-' � 1 <br />t_ ,\ " 1 � , SPAC04 SA WAY BE 1 V2- Latmc; W, � <br />� , �SEE SCHEDULE ON <br />`� <br />I <br />,�, ���- H -r--- ____ �,', i 1,�-� � � <br />, -------I, , �. 11' i SHEET 11) (1) INSMOVION IS LRATED Im A M SIM BUILDINGS WITH 151_0� <br />, �!, 1 <br />, 1 *1m, . i�! MAX WON Roor A RESUIXTIONA " Awt, <br />211A* WOOD �� , I � : � � -q) <br />] <br />__ x __,� � , <br />==Is <br />' I <br />PLAJE PEOUIRED %, 1 ' �' ' 1 "", eULM4 HOPB WCATM ON SIM It). <br />'� <br />I <br />, <br />Ratak= � <br />11, i , 11 ) �ij STAG.4,'T'1','/' ,,.a 1 I -.g=.S,= � :, � �,_.,,_I, ,,J"�, ,_.!�I(4' WOOD <br />� , ��­",�,� ,­­­#M, AS <br />, � ,,, ;, t , OD ANCHORS Gow Twet, COMPONENT . :AND, wt no" w OR <br />,� <br />,� � � � �:,_ P A <br />I _J � � I LATE REWIRED <br />SCHEDULE ON I SPACOD <br />� 't' - '� - " <br />, � (SEE LOW AS *W POLLOWN0 Wlul:� 1 <br />." " L i� � SMEE7 I 1) i ;t�,.VAn=SN,AM_ PAWX AT 0 "/O Q,CaH <br />I i O"AH"D 111" A 04 12 vg� I'D, vcm ED I <br />" , <br />I <br />SHEET W I <br />1:� I <br />(1) mw" A" wimato PRM"r <br />I I Wim IS .60, -O& "X z (3) WX 14 C" PANEL UOKIM IF LAWDE TO N' AT ANY OP1004 1 <br />I <br />I MIS G A RMTR0CPW FROM LARGER Pftd�L UENVIS ALLOWED ON I <br />H, __ . � <br />,� I w ANDAW STORM Rkmal LENGTH m <br />I ALL M IRE KQUNT I smouix $HOT IT), <br />Qmw <br />w - <br />2,W (4)1 Vr��P%CrT�� #9A SHALL BE AS INWAIM ON <br />(3) =Pj;2j;4RTALDLW4T% Z5 DANY. SCALE 3,/8.1' MIT UNN' W%CS QA ITS ONLY <br />WALL MOLIKIING i W i I <br />I <br />VAUD 'ASDOITRWEDSY� I I <br />ALIERNAIM I W I I FOR WM ZONES 1. 2 ANO <br />I I" A" THE =0 Pth EDITON) OF THE FLORIDA <br />SCALE 3/8-1 - T*) imsmuArm wu.Rt ONLY FOR "D I MALDNO ow. <br />MNCS " 2 . ,, PER AS7M [ i I <br />i <br />i <br />Tol"i-ce. i ,0,-`M"E"M0.% I <br />­­­ ­ <br />� , ;"'& � ____ <br />eip'�'L�L!�t 110, ; I <br />4tl ., <br />�, ** <br />-yCen ** ,.,�,� - <br />NOTES, _. \ fe_* v- -4 FLORIDA BUILDING CODE (Non High Vvlooifyy H.ricon. Z..0)l <br />p r : 1. INVALLATION ARE JDNLY VALID FOR MAX- A.S.0, I - No. 44167 * -, I VZ= TOFZO� w 24 GAGE GALVANIZED STEEL STORM PANEL F.F� <br />I . = w" Rp. <br />DESIGN PRESSURE RATING Ui,s, I) AND PANEL LENGTHS S "W: <br />� * . * S- - <br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDMES ON SHEET 3 (EXCEPT FOR B � 7 <br />4 <br />S _,a,_ STATE OF GLOBAL PROTECTION PRODUCTS, LLC. "T"I"I'm <br />COM&NEO IN ANY WAY TO SUIT ANY ALTERNATE 2W') i�� �-, / 1111.1 ' <br />ECOIN <br />,--� <br />,:;q <br />� -p'. __ , � wr- <br />INSTALLATION, , 10�j - � / <br />�� V 4wo Im. 5 STREET - <br />2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD ��_ i;,7��OAWI TILUT Tam."q * "am" 0 CRY ,N`�F F, =I. <br />I- �' - _"' - - "' - - ,mo�, D'Xia-7,�M1 FAI (96"m'-s' <br />L. (IN? ­NOl, �­ NoM A,H_, 1 20-175 <br />MEMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC i VIP, 2� M,Z� �� <br />M.4� <br />Cx-owls wNwm �- <br />DENSiTY,OF 0.55 OR EOM, . m­. , I - <br />�1!�_111 <br />��, <br />_� <br />-_ —.-- -1- I ­ � - ­%%wl Zff# Z-1.114E �� .; 10 <br />. <br />I I <br />___.________________ <br />gu���. (C) 19 Lxmklq-tw."bL.5eLcL,c--,.B&=--2---LDI�_mw�� <br />_I/-"# <br />1, STORM PANEL SHOWN ON THIS PRODUCT EVAUJAMON OOCU"E I (P�ED.) HAS PEEN VERIFIED FOR COMPLIANCE IN -ACCORDANCE - TAPCON ANCHORS, AS MANUFACTURED BY LT,W. BUILDEX, INC <br />W;`TH THE 2020 (7U, EDITION) Or It FLOANDA BUILDING COM THIS STORM PANEL SMALL NOT BE INSTALLED AT MCI-. - #14-10 PANCIMATE FEAWL'S IN AND PANELRIATE PLUS ANCHORS, AS MANUFACTURED BY ID.CO CONS`[­�TiMX IMICT5. <br />VELOCITY HURRIC-ANE ZONES (MVM-DAOE / BROWARD CIDUMnES), - 1/4-P LAG SCRIEWS PER N zS ' <br />DESIGN WIND LOADS SHALL BE MIER-41NED AS PER SECTION IfOe OF 'THE ABOVE MENTIONED CW­ FOR A WGIC WIND - 7r'IG"o . 6/9' WOOD BUSKING. AS OLIMTUTSO, ffy ALL POINT SCREW. BOLT & SPECIALTY CIO. <br />SvEED AS RFQUNED BY THE JURISDICTION, WMERV STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIORNLILT ­Qtt <br />KD-0.8.5, USING ASCE 7-16 AND SKA-IL NO CXCEID THE MAAMUM (AS-0.) DESIGN PRESSURE RATINGS INDICATED ON SHEE,S C 1) MINIMUM THREADED PENETRAPON 94TO WOOD Of TAPCQN ANCHORS SHALL BE 1 1/2' AND r FOR ELCC FANELUATE PLUS <br />3. 9 THRU 12 & 17. 18, AND PANIELMALE FEMALE ID <br />To VERIFY THE ABOVE CONOMONj ULTUAATC DESIGN WIND LOADS DETERMINED PER ASCE 7-ifl VtAU SE fIR5, <br />REDUCED TO A.&D, DESIGN PREMPIE RATING BY MULTIPLYING THEM BY 0,6 N ORDER TO COMPARET)HEX W/ YAX, (".O�) CI) MINIMUM THREADED PENETRATION, OF LAI SCREW. INTO THE WOW FRAME: vhr SMALL BE I 1/Z% No THREALGED <br />! DESIGN PRESSURE PATNOS INDICATED ON SHEETS 3, 9 TRRU 1� S 17. 18, PENETRATION INTO SYUW0 SHAL, SEE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, <br />C, <br />11 1111. TO A111Y IHAT ANCHORS 1111 THIS P L., AS 711fED WERE .HOT OVER IEISEO, A ,1;1. IIIRFA_� W AU&NABLE: <br />STIRM FOR WTIO LOADS WAS Wn USED IN THEIR ANALYST-S FAS7tWn SPACING To WOOD HAS BEEN DETERJANED IN C-1) MINIMUM EDGE DISTANCE O� tA-. SCREWS. INTO WOOD SHALL BE AS INUIC-ArED im THIS MWANc <br />ACCORDANCE WITH ME),%, 2016. <br />1 <br />STORM PANEL'S ADEQUACY FOR AmPACT AND WIND RMSTAIIIrt HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1600.1�2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE 5/5-� 1/4' 0-211 SCREWS USED SHALL St 1 1/Z- LONC MINIMUM <br />THE ABOVE MENTIONED CODE AS PER AMUDCAN TMT LAB OF SOUTH FLORIDA REPORTS I[0014.01-01 AND #0219-02-m-, AS SHOULD STUm SXIST� AN-, I- M"Mum, MR WALLS WITH NO STUCCO, <br />I <br />PER SSM 12-99 & ASTM E 33P-02 SHANCAAD!L AND AMERICAN TESTING LAB SOUTH FI.ORIOA REALM, #1123,01-10 AS PER! <br />IAS-201 AND VAS-203 PPGTOICIILS� 040 AS PER W,LOULARORS, PERPORIMED IN ACCORDANCE W/ SECTION 1604 OF THE G 5) IN CASE THAT KFVAST GTORI OR PRECAST CONCRETE PANELS, STUCCO OR WOOD SOARDS RE FOUND ON THE WS"No <br />WALL, ANCHORS S14ALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, <br />I'LORKiA, Bill DING COVE <br />- ANICKRAGE SHALL BE AS AffATTEUNDC IN CA), C 2) st CA) <br />I,2. ALL ALUMINUM fXrROJ%KINS 10 BE 600-16 ALLIDY AND TEMPER (UNLESS CNhF,RWLBC NCIMO)� SEE SHEET 2 <br />I IT* ANCHORS SHALL BE INSTALLED POILOW" ALL OF THE RECOMMENDATIONS AND $PECIFICA11ONIS PF THE ANf7HOR'$ MANUFACrUREX <br />1 1 ALL ALUMINUM SHEET MrTAi USED AT CLOSVIRFS ,.HALL HAVE 310',-HI4 ALLOT� 6 PAN45 MAY A00 BE INSTALLED "GRIZON'TALLt FOI.LOARNr INSTALLATION DETAILS 5HOWN ON SEDDON I 'TKROU*H 6 (SHEETS 4 <br />4. ALL STEEL SHEET METAL PANELS SMALL HAW STRUCTURAL OUAL9Y STEEL ASTY A-13" GRADE 60 MRQMUN� C-60 GALVANIZED THNINUCH S) EXCEPT THAT HEADERSO *(3 SHALL NOT BE U��tl). <br />:� <br />I <br />1TF;I OESIGNA11ON W/Fy- 92.2 RAI (AFTER ROLLED). 9. ff SHALL BE THE RCSPONSTRIVIN OF TME CONTRACTOR TO VERIFY THE, SOUNDNESS Of THE: STRUCTURE WHERE SHUTTZR IS TO <br />1 <br />5� A,I L SCREWS TO RE STAINLESS STEEL 304 OR � Is MSI SERIES OR COFIRMON RMS'TANT GDAJED CARBON STEEL- ASS PER DIN ATTACHED "TO INSURE PROPER ANCHORAGE, TIPS SHUTTER SMALL ONLY BE, ATTACHED TO VONCRM BLOCK OR WOW FRAME <br />BUILDINGS, <br />i <br />500;E5 W1 450 Pji ImM 5DRENCT11 AND 90 k. TENSILE SOLENCTH AND SHALL COMPLY W/ FLORIDA ?U%Dt ,CODE SECTION <br />i <br />2 41 36.4 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER GO'. AS PER SECTIONS 1, 2, �, 5, & AND ALTCRNAHVES JR. 3W & 4W on <br />I <br />;;, <br />I <br />S14MS 4, 5, 6 & 7 RESPECTIVELY,, SHAILL PAVE A LEGIBLE AND READILY VISIBLE RANKING IMIETBOCTINr OWNER ON T04ANT TO <br />i <br />B. BOLTS TO BE AYM A-307 GALVANIZED STEEL. OR Art _�04 SERIES STAINLESS STEEL, WITH 116 k�i MININIVIE TIELD �,FREXGIH, SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERmos OF HURRICANE WARNING <br />i <br />1, ANCHORS TO WALL SHALI_ BE AS IOLLOW�-, 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CALkK ALL SHUTTER COMPONENT EDE WF,CM RE"N TH CW1iNUOL* GoNTACI Witt <br />THE BUILDING TO PREVENT WIND/RAIN INTRUSION <br />I <br />(A) T2_EK0Wf._aQ1J&M_=!GWT <br />t <br />- 1/4-0 TAPCON ANCHOn AS KANUFACTIALD BY IJ* BUIU)EX. ING N;., t'­3192 P.,) 12 STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLOS ANY BUILDING &NO ZOMNC REGULAiiONS <br />I <br />- �/4* %� 7/a* CALK -IN ANCHORS, AS MANUFACTURED BY "_ ALT INC PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, <br />> <br />1 .0 $DUD -SET ANCHORS, AS W511PRUTM BY ALI POINT SCREW, BOLT & SPECIALTY Co, <br />119 <br />(MR, 1,.-3000 -.1) TZ, (d) THIS PRODUCT EVALUATION DOCUMENT (P.E-D-) PREPARED BY THIS 04GINEER I$ GENERIC AND DOES NCIT PRWDE WFORMATION <br />114-10 PANILMAIT FEMALE 0 & PANELM&TE PLUS ANCHORS. AS MANUFACTURED By ELCO CONSTRU459ON PRODUCTS. FOR A SITE SPECIFIC P ECT; i,c WHERE W- SIM CONDITIONS DEVIATE FROM THE P,110 <br />- 1/4'0 ZAMAC NAJUN ANCHORS, AS MANUFACTURED BY DEWALI, WE, (h) CONTRACTOR TO BE RESPONS0I FOR THE SELZCTION� PURCHASE AND INSTALLATION NC,LUDING LIFt- SAFETY OF THIS PRODIU, <br />I <br />Z.G ,,H,,N,,, AND BASIC ON THE 1,1*11, 'Ho,"". N'/'N' I;. ".I D. M "" COND ....... S 1XIAMID N THIS ' CU , , <br />1-11, MINIMUM 1.811WINT. OF TA111111 ANCHORS 1111� POURED CONCRETE 11.1 .1 1 1/1% 2' FOR � An """ , III Mrs <br />tDONSTRUCTION WELY AT SIM 5 THE I'MRACTOR'S RESPONSIBILITY <br />� 314' FOR ZAMIAC NA)LIN ANCHORS, <br />W TAS, PRODUCT rvALJATION DMIMI WILL BE CONSIDERED NVALD If MIOO�FIW- <br />A,2) CALK-114 & SOUO-SFT ANCHORS SHALL RE ,-VIRE.QbEn 1/6' INTO THE POURED C_ONCRLT`_ NO EMBEDMENT INTO I <br />SIV= SHAJ_ RE PVRMITTED� 1,4' ­Z0 SCREWS J%V $HALL RC I �/2" LGW-' M;MMUM SHOULD STUCCO EXIST, N) SITE SPFCITIr PROJECTS SMALL St. PREPARED Er( A RORMA FIECTISTENEU ENGINEER OR ARCHTECT WHICH WSII OF-POME THE <br />AND I' MINIMUM FOR WALLS WITH NO STUCCO, ANn MAY SE kAMIEG SCREWS OR ALL THREADED SCREWS W/o HEAD, ENGINEER OF RECORD (E.O,R.j PON THE PROJEW AND WHO WILL BE RESPONSIBLE FOR THE <br />BUT WITH WING NOYS PROPER USE (IF TW­N,F,0 VMUNCER OF RECORCL ACTING AS 01 DELEGATED ENGINFER TO THE <br />RE�D ENGINEER, SMALL SUBMIT 70 -1415 LATTER THE SITE SPWFIC DRAWINGS FOR REVIEW, <br />A-]t) IN CASE TWAT PRECAST STOW, PRECAST CONCRETE PANDLS, PAYM, STUCCQ,QR WOOD BOARM RE POOND ON THE <br />EX15TINC WALL OP FLOOk ANCHORS SkAU_ BE LON6, E10LIGH TO REACH ME MAIN STRUCTURE 90-10,10 $C,C4 PANCLS I�� THIS PLO. SHALL BEAR THE DA-t�, AND GRIGNAL SEAL AND 5)ONATURE OF THE PROFESSIONAL <br />ANCHORAGE SHALL RE AS MENTIONED IN A,L) AND TN h2), ENGINEER OF RECORD THAT PREPARED 11 <br />14. SHUTTER WILIFACTURER'S LABEL SHALL RE LOCATED ON A AIDIVILY VISIBLE LOCATION AT STOW <br />(F31 TDLE;WING_S,��w <br />_mTm__Q__-v <br />- �/4' 0 TAPCON ANCHOR' AS MANUFACTURED BY t T W BURDEX, INC, PANEL SHUnER IN ACCORDANCE WITH SECTION 1709.9,Z OF FLORIDA BUILDING CODE ONE LABEL <br />SHALL BE PLACED FOR EVERY OPENINO I.&SEL14C M_ COMPLY WITH SECTION 1709,1.�5 01 <br />,THE <br />- le o A 7/8' CAUK-IN ANCHORS, AS MkNUFAMRED BY DEWALI, INC FLORIDA BUILDING COCE. <br />- i/4.0 X 3/�- S01JO-SET AhICHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPEcImLTY ED, <br />- jt4-10 PANEIMAIT FEMALE IT) AND PANELMA-E PLUS ANCHORS, AS MANUFACTURED W ELCO CONSIHIACTM PRN INNINI" <br />- t/4- 0 2AMAC TWIN ANCHORS, AS MANUFAGTURED Err DEWALI. INV, ..- A. 77­/�Z <br />I <br />__ � � ... ­.. ' <br />CA) 4INiWJM EMBEDMENT OF TAPICON ANCINORS, EI_-O PAN0,MATES AND ZNMC NAILIN ANCHOI'L INTO -HE GEN ".. FLORIDA BUILDING CODE (Non High Voloolty Mur Zone) <br />.. <br />.. <br />.. cone <br />BLOCN UNIT SMALL M T 1/4' �e 11 . . - <br />I <br />� .I. ' -*= miroo, IN, f� <br />9, 2) CQX- IN & SOUD-SET ANCHORS SRAI a EMBEDDED 7/6- INTO FHE CONCRETE BLOCK UNIT. NO %,44 67 " I 24 GAGE GALVANIZED STEEL STORM PANEL Or.., IV, <br />- __� <br />- 1101�11 <;k <br />i/4� * <br />�O,.. <br />STUCCO SHALL BE PERMITTED, 9-20 SCREWS USED SHALL RE 1 !/2' LONG MRANUM SH%��W ST, <br />AND I* MINIMUM FUR WALLS WITH NO �.TUCCCI_ lk �'. S �--E� -/"/-" <br />- <br />I TATE P — - - ­ 11 - � 1— GLOBAL PROTECTION PRODUCTS, LLC. .m <br />If 71 LIE C \ <br />- � <br />*p. <br />1� :6-,. � . � It -� `$I S-11KC, <br />- , - , c ,�� I01 R I ,�, I TatoT Tam a CIRNHumm <br />8,�) IN CASE THAT PRECAST STORE, OR PRFCA$�- CONCRETE PANELS. STUCCO OR WOOD BOARD.- BE FOLK, -, �ORI I.Mcct" Z-Of A_ �3314 <br />M - .91, <br />11, 11 A <br />, , , <br />je�� 20-175 <br />_­;x_=:M_ <br />1 <br />" � 'y 11 - PW+Irl OIWOO-TMI FAX N0QQ­M,- <br />EXISTING WALL, ANrHOPS SHALL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE BEHIND 5UCH , & eA�,-.%- <br />ANCRORAGE SHALL U AS MENDONM #4 ELI) AND IN R.2). __ " - ___*_T_� - I i i ORAWK. NI; <br />CL-11"11. ��_ t_1 <br />'11144";"Holl - <br />, ��a q_m/mHE A=, tit", �� _L_ sNCrT I a NI <br />I � I <br />- - I ...­—, � _1­41 <br />I <br />INSTALLAIION- DEJAILS FOR REGULAR PANEL d) <br />I <br />INT) POURED CON9RIEF <br />RELE—OR CONCRETE BLQCK STRUUMRU <br />I <br />POURED CONCRETE . -1psoNo MURED Cowwr <br />__mSnNG, <br />, <br />, � OR GONCRETE BLOCK <br />� OR mucem, aLv,t,' 1, <br />�,, A";' Rzw,jiffm :: ��, " FIEOURRIED. <br />CONCRETE ANCHORS C014CRM ANCHKX6 --- <br />- "' g'�,g <br />I <br />.i� <br />ME SvieDIAE ON . I tsm SCHEDULE nq EXISTING, POURED <br />SM-1. � - ... � � v,;',g/;, SMU-M 9 THMU01 Im �, -11 r1% 1;R I <br />"' `7 - - C2" �,-� <br />� B'R � <br />� <br />,____�" __ 11 A. <br />­ - � REOUi ,3 <br />�M � 0 ,�� <br />F __, - t , <br />, �%, J_ I , � CONC , �� <br />I /2 1 2 V <br />I �"_, <br />I �,/,� f 1/4' y . . <br />I � ,,, v <br />I <br />�9 0.9--__ ___ . .. . ..... __1 � I—. _­­1.____1_111Ii CONCRETE ANCHORS ___11 --- r - - ------- - 1-1-1 <br />� � - (SEE SCHEDULE N, ! <br />I � - �_ I <br />I i ll SHEETS 9 'THROU0. O) I <br />D � , � , I <br />� 1 <br />I � I <br />I . , . 11 � � <br />, ,,� 1, " , I , 1 i I I-,- � I � <br />: ", - - I I . I <br />I � � , <br />a I ;� - I'll ., � ��,:: I - I ; I i i <br />..... ��� � I i I— . i . <br />, , I - 1 ,,, 111-1­ 1 ­01, . I I - -C, I S <br />. <br />9 ! 11 I � I I � <br />L___ ��-­ _ -L-- fi�__ - - -..---L--- I ,�0,, : I <br />NO, 'A� �� _._._T___1 - __ . __ __ - EID� : ; <br />F_ =,_ =�VA��_ ,"=TW,4 - - _�M�o . I I ; <br />- ' <br />I SEPARATION _I-- - - Ii ON ; <br />I I ���� .11 . � <br />" i I ,-. , � <br />__ "' C' - � 'TO "I ::� <br />, . : " 1 3 <br />I � i =.=41 1 Sc 11 == ........ <br />I A A - ��,� <br />EMS71 (SEE SCIMLEE - i .111, "I., q- 0 i � I - I I � ;;;;;;;; .� I I <br />- <br />wc-1, �) I <br />ON SHE I PANEL LENUIR, 3) I I I q <br />I.J ! I 'O Mo. <br />I I I (SEE SCHEDULE 9 I 'Ll M__ I TO GLASS, I <br />I i <br />PANEL LENGTH <br />I ON SHEET 3) 0 : PANEL LENGTH HEDULE 1, I (SEE SCHEDULE <br />C1111-'WIE ANCHORS - t"'J � a - - I (SZE SCHEDULE -1 1.51, Sc <br />I I - ­4 �--!- � � I it - �­-­,0I ...... �- -- - - - I I ON SHEET 3) <br />(SEE SCHSOU r­­ r � ! ON SHEET �S) L___ <br />LE ON , L <br />-- � - - - 4. _­j <br />i I � 1.___S_..11' ---..,-,.. - 11--.11111.111 <br />SHEET$ j THROUGH 10� I - -ct) I it I .1 I � <br />.. 56% � , I <br />E-IMP"418 � , <br />I <br />I <br />� ­:: 1 � <br />, , '� ,� �.�1'11 I <br />,,, g el", or 'L � "I-41 1 ! <br />" i I t ov, - -1 I <br />,,�,',' <br />i <br />1�, , I MAX, q SO119 I <br />1� .... j,"', "A'_x'k, I i Of 'L7 I � <br />I . <br />4 -1 I 'T <br />I F-D ,�,w­ __ ,J�!*-200- � <br />, I , I I _,�,_ - I k ��,'�,- ,,-;,q,,,g, 'A", <br />, " W,tae, a 0, O'� � I M`Q`� ,� �', 'I I <br />`�11 11111,� _N <br />I i <br />j � , , 1�, � <br />� ,,",,'�,,4,01,�`, <br />, _. " I , ,� <br />M i <br />" 1� <br />i�' -9 <br />, � 7 � <br />_b 1 �? ., i � , 11 <br />F iN I i Eb� �wlll ! I <br />" � � 1 <br />1__4p p <br />� �� <br />� <br />, � �,, 1 <br />I - M� <br />;�F,77/ . 11 J� I . - 7, lt__j, ,,, <br />�!�-_ ---.I- ­­ 1. I <br />I ��r,, 1/� 4 I � W,Z-�, ,­� <br />, 11 I@ � 1 1 -�/ I ---- -0 � <br />5 <br />, <br />I i, I � I I I Ii I I J <br />I , - � ­ <br />�,� c R ,� j � t APPUCABUEI� <br />, . �1_ , , I I <br />! ; I I __ c 14NI. ,AD, �" H04, CONCR,-7TF _� � I <br />I I COKIRSE AMNW(Oion. _ _, _ <br />. �, _, <br />I-. i 2 _, -, , I <br />- - , ,, <br />. ­1 I REOUREA I i - __ - "� , I _________J <br />�c ,j I ,/=,'� S'�'S' .S. W/ Nul - - - 1 - ___ � -4i--TS 9 THROWN 10) -` 1� <br />, <br />I . ., ­ ­1 _f�, - I,t , �: <br />I 11111...Iltl <br />11 - 1 -ALT' E - I' MiRli­ UTIONLY WHEN SOLID - " <br />__ ' I I CMALK-IN ANCHan <br />LEG LOCAMON ,I' ; U <br />� 40 ARE SIM & w/ ccp� WHEN I-- 04SMG POURED CONCRETE <br />��!,� OR CONCRETE OLOCK <br />� <br />, PANELMATE ANCHORS <br />ALTERNATE OQNCRMI�,: __Ex CONCRIETE CONCRETE ANCHORS z REOURED, <br />=� ARE USED.S <br />ANCHORS BLOCK REQLRREO� ST16- <br />(SEE SCHEDULE ON (`S�.G` =11= ON <br />SHEETS 9 THROUGH 10) SHEM 9 THROUGH 10) <br />I <br />U LD UT MOU ING - QuNm I � - <br />QUT MOUNT <br />SLUON I <br />� SCALE 3/6-1* SCALE 3/8-1 * WW <br />I 0 tit 0 ? ifil <br />A - <br />� ... �_,.. <br />�.., �, <br />. E %. .. FILOR1111 OUILD114G CODE LNort H!2h Violoolty NO cone 'Zone) <br />I <br />- 11 - - <br />I: =R, VITM wo� F, <br />: O� 44167 " I �il 24 GAGE GALVANIZED STEEL STORM PANEL IAWWK Im <br />.1 <br />� = '� . * i � __ . <br />ED. - EDGE DISTANCE NQV_BMSQMk1N6RQR__QF =� i �,`... . 0 , i__ - __ I �;� "'/z' <br />(SEE SCHEDULE ON � S ,�� - ./ 11LIE Ow, GLOBAL PROTECTION PRODUCTS, LLC. PAM, <br />TOP & BOTTOM MOUNTINGS CAN BE �� " '1� 0 O�, ** 111111' TIOPAKI 1- -w- 6 STRUM <br />SHEETS 9 & I O-) _k "1N11%"4 -11AN1 tAK A, Awl. <br />COMBINED IN ANY WAY TO SUIT ANY — - NA_ �R I. <br />INSTALIAT)OW - � (ION JI F'Row. It-WS-75451 �11 005-Im-sm 20-175 <br />— - ­1 — - ORAWRO N. <br />_,"I"Flull <br />cx=ts M.1 - <br />WALNA x "Lurr �L pie 1 � , . T <br />I 10 � I � . I - - - 1.1 <br />- - 1 . <br />___ - _____ ___ - __u;2mL�__L <br />I I <br />F­— ---.-,— - ____ <br />II INSTALLATION DETAILS EQR-REGULAR FAX"jj_Wjk W <br />LOO <br />--,­�;­,�,- - - ­­ <br />" - , , <br />,,�,� /v/l �, <br />� - I ALTERNATE 116 <br />I <br />.1 i ,� <br />4'.e (MRI.) EXISTING WOOP � <br />L'�_, -1 � ; � � 7,_______ __­ "_TDCATION <br />I BEAM REWIRED, S-RUctU0w-- , ,, _,, ��` I : " ), , I �r ­ <br />p I 1 � I e � ,ii , ,. <br />. <br />" I � , " <br />ADEQUACY OF EXISTING WOOD / I 'L, - - i­ I <br />� ��, , 1, <br />I / 4 ` 1-1 - <br />-,' �__ fit <br />BEAM TO BE C5RTtFIEO BY _io,- ' <br />REGISTERED ENGINEER 'R . � ­ : <br />le ; 1, � , _,'�--,_ II, : 'i, - - <br />-4-0) <br />� , <br />I ARC41TECT PRIOR TO SHUTTER ' - � , � ; � � - - � <br />0 - -_ <br />" <br />_1 <br />I INSTALLATION. ! 1 _-z z _ WOOD ANCHORS ALTERNATE WOOD ANCHORS- ­ -1. <br />I� , I , � .-, I* MR,, - �g-,.- . .I,. . <br />�� I W , <br />-csm (SEE SCHEDULE ON <br />7__ <br />I IF I I SCHEDULE ON 1w CIL <br />A I __ '_ cc <br />� SHEET I 1) SHEET Iq %, , I � I - <br />-, ITT �_ �------,/*­�%v � uz <br />- - NOT <br />I / �� I ,ii I x <br />1 <br />� z , <br />� : . 12 yIr- = <br />" Lx;_4 1 �� � I �i � � t/2 - � : <br />1/4' " � ', i `1 7- <br />�? i �_ <br />1 � , I <br />I - __1 MAX WOW I I I <br />­11-1-1--� -,-- - .17,�, Im =;= F, -, - __ ----------I <br />I <br />­_____­­ � <br />� REQUIRED I P <br />0,11164 -1 - � I _,", ------ ___� " i ! <br />(4, 'I L,�' IiP� P <br />, � <br />� , <br />I ,W,�/,v 07 <br />� ­ , t <br />N � WOW NO S ­�_, 1, �, .k! I I <br />"" &_ z <br />I i i (Six SCR � -1 , � <br />, , I I I <br />! I I <br />I - __ 11 �� <br />W. — � 42 � __q) � <br />­ <br />FFARATION 70 I I = � I i <br />IS i " <br />. I <br />1 _1 OLASSILOLFV_ 0) � I i t <br />, I <br />9L�. �:i <br />I SCHEDULE I"I"' � . L-1 I I <br />, ; I UK SEPAIWION 'To QLA-m I i <br />ON 5REW 1) AT ii.�i*�o <br />, , <br />11- ' <br />; i 17 ,:� <br />X_-__L� � �_; tSC! SCHEDULE ON SHUT 3)_ - I I/4 MAIL <br />II _­ �&�, - I I- - I LENGRI <br />f I I A. I . 0, W 0 PANEL <br />�z <br />vu <br />IT j <br />- L . �.1711 M. _r SCHEDULE <br />M <br />I .... I- _107711-T"el. ­­-j FAN, I -1 -- . - - __­ -1 �­ ­­. ­__ __­.;,,�,%� I -, ­ . ... �-� 1-11 I=" <br />�� <br />, I a UNGTH I It , ON SHEET 3) <br />�__ ____ <br />1 � (Su SCHEDULE <br />I _41--11 � 11 � ON SHUT 3) =-qj! I . I - - -----],, i <br />`­� - - - I,--- I I ,:, I � I <br />. ­­­- --- ­--­-- ­­_ ­1- - -- I <br />�, I----- _________- <br />I i _r, I ! <br />I - ­ _T - <br />: <br />I i L I e-i"i or'l" I <br />OF Ic ; 1 2 � " �' WAXT <br />i <br />! - MAX. � - 4 I <br />" 04--L, - __4) I i ", 11 -_ - - I I <br />- I __ .­­ --"!--- � ------------ j <br />- <br />�, 0 12 1/2 O.C_ I ' <br />':' <br />: E`Q <br />-4 I I � <br />11 `$�i , I/,- I <br />NO FIMVT_� t- - ____ <br />" <br />S I � � 7:1, 1 4 <br />ALLGW� 6; I � EoI "" , , - I I �_ , i "e,_�,`� <br />- <br />, I %­. .. I.- <br />� J I_ _', , __ I I O.C. <br />� ­­' -1 1-11--i- ------ <br />L � t;�� - - --- I— � I I � <br />� 4 <br />I , � , I 1 - -�, <br />__ __ I � i <br />�­_'_ <br />r­11 - - --- - 1� : , � � i , , ,i;, � , I <br />� ­ -C - -_ p � � 9 <br />� �:--_-�-�,-_-J `1_­t:-._ I I- ­ - _z1X6, WOOP 2*0* WOOD P"LATE , f , ! i � ,� , <br />. ... .. " 1.+ _1__­­__­. DECK REQUIRED �- ­ I <br />koumvo jkOOO ANCNOR� <br />. 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E FLORIDA BUILDING CODE (Non High Velocity Hur cone Zone) <br />I , jN_7ALLATiGN ARE ONLY VALID FOR MAX� A-S,t), = *. <br />, --W--. <br />- , <br />: TOP & BOTTOM MOVNTINGS CAN BE DESIGN PRESSURE RATING (P.S,f) AND PANEL LENGTHS S -07. .*z -= TOECO, W- 24 GAGE GALVANIZED STEEL STORM PANEL 11 <br />STATE OF i Z_ DRAWN .� <br />COMBINED IN ANY WAY TO SUIT ANY AS PEP SCHEDULES ON, SHEET 3 j� 1�,, <br />, ;' <br />INSTALLATION. 2- FOR NEW WOOD FRAME CON57RUCTION: WOOD .0* ,t, `4�--:!T ­ � <br />. '� <br />'/"/'m <br />1�.�,;%�'� �'* %��;E�—_ /7111LE C q,.,, GLOBAL PROTECTION PRODUCTS. LLC. IMIT- <br />I MEMBER$ TO K SOUTHERN PINE No 2, W/ SPECIFIC .-iL <br />'111'11� _ __ Atio !IA 61 STAW - <br />EQUAL. A �L ?OF— ­C...A. <br />DENSITY OF 0.55 OR I.,. . ..'r <br />: , . Ow- IL 103�. <br />�,',, �� - " 20-175 <br />-,.=)­�"` <br />JMH�� <br />I, mftc Cws4j6%_7,-A6, FIN, OSH)6*-vv7 <br />- I ... i ,­ mto'= , <br />-, "' A.. ,Aoik AW,. 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