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a <br />= SAT"I" I� 5 .1 <br />Go, 'WEI � <br />IWORM ANCHOR!; <br />:m SCHOX`E ON <br />SHIC's #I � , __ <br />�; , <br />� � <br />- 4o," � <br />�= � - � <br />G � ) '� <br />REAUKED I f "- T <br />". <br />\ r��6. 11 . �,._z i <br />�� <br />\ "�­_ i <br />__4 <br />: ! <br />jq., ; <br />R k, w � -1 <br />. 4' "� � <br />i <br />I <br />;gz�v rKs,Kc: <br />. A.co. <br />I <br />� <br />: <br />I <br />91 <br />__ � <br />MLGAPIV. . <br />- __ <br />= _v`Uu` <br />. V"O"l, ... ) <br />SECTION 1 <br />SCALE �/S­I- <br />WALL AND FLOOR MOUNTING INSTALLATION FOR Rr MA,oc-j� <br />_w `N"_ .__ _.. _A",PH <br />- 6,------- "w"Imli 10NkE OK______ - <br />; � ,,­�, - � Al , <br />­ <br />x ,V,/... .. wn I I <br />. Ro L - � <br />I .. � � t _�_-____ - ,'I*, .- f-, �, <br />. I I <br />-_ 7_!r�"= ?"w,,/,.w-w 2,41=10-6, -,­`_1-t__F­ -,-T­,7 ---, -"--- i <br />I / I <br />. 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SCALE I/C-I' r_=� =ft.- ml/r­" <br />w. <br />. � <br />COMIG"oo, <br />ULILLION SCi4ff)IJLF <br />, <br />:,-,- <br />/ I <br />- " - - -Ulbuom - <br />f - REQUIRED Mi,, <br />- k m___ <br />SPm (R) - <br />TUBE MUUJON - <br />ol�'. ,I <br />o; ­r <br />2' ,, 3* I, 1/8" <br />'j,A0,14141,1140% <br />6* - "A'ALL <br />�0. . <br />=�":%X PRESSURE RITHO <br />> 4'-6' TO 5'-E' <br />__ - __ __ <br />2' . 4* . 1/8" <br />- <br />.""_,,�sii��;.!AQ'7,& <br />"" " " W." <br />' <br />IF -5�0 ,I- I- K..I. <br />> 5'-B' To V_iol <br />1* . a' � Ila'. <br />a- � 4- ,, I .,4- <br />E , <br />* ,,�`- Ns,-*%7"% <br />______f So"o"ol 1. 3. . . <br />PIEET . <br />4: <br />- ". c <br />No. 44167 <br />-----I--- <br />71-11 <br />To _11 <br />2' A V . 118' <br />= : . Z <br />- . . .. = <br />. . <br />.: SPANS V% <br />� � FUR AS-D- DEPON PRESSURE RATTNG <br />Up 10 ' -0 �� f L _72D P,io,f, <br />r=LTUqv M,0sO-?0,Lw,K Om.,EO <br />TO STORM PANIEC <br />Nom MULuoN 'TAUED ./O STORM PANELS ON lop <br />OR NGT,r,mTsE LOCATM AT TOP OR BOTTOM OF OPENING <br />low AAmm, Qmm w/ ,,)BE Top * BOTTOM) <br />INSTALLATJQN <br />DETAILS FOR REQULAR <br />PANELSJ) _& ,,'fA- <br />IN-10 <br />EXISTING WOOD �jTRVQTURES <br />I <br />__ - ,/�� SoHows . r <br />� . I I III 1.001ol �=I`i <br />I� <br />- � -_-:-i�-, 7 - <br />. ___, r <br />, , <br />- <br />= 4_1 <br />17--f-- rr - I— - <br />- _', - _­ <br />- r, ,. <br />/ <br />� - ­_ ______ <br />IF—— - ­ , 4 - , III, - -Im.- <br />-, - , <br />I ___ - t__ - fl= - - <br />I <br />; � �­ F71�1-_­"m <br />1, <br />� :1 1� <br />- <br />"_ - . I <br />4 'Ar.. - <br />A ­ : V.,Hee,enn., L.,/ <br />. I <br />- <br />_ 1 , - <br />- �-: 1� ­1', - <br />111I <br />__ - <br />L - <br />I I �rn i zr.w <br />� 11 <br />.-.-;I'- <br />11, " <br />I " , - IIP`0`� <br />, 2 <br />i­_ 11 I.*- - '­= <br />- <br />1'. 1,11, 1 , ,z// <br />, "I /� 2 <br />'.t--'O <br />­%m(_4*Wo­. �i <br />- " I <br />_� XK .-.--.)I-: I I r. - <br />, <br />, <br />'%, ". , � ,-, , - - <br />I <br />& ­ <br />! <br />1 <br />� I i- I <br />__6T____ <br />I �� <br />I <br />__ I <br />L -j <br />,4 .�__, ", <br />11 , . �_. �1 <br />� <br />x ) �__ <br />1 <br />- MIA, , I � - --- I <br />o ", , , <br />, � <br />- <br />, <br />I I - I <br />i <br />I I I <br />1, 1 <br />_­­11 <br />I 0�-,m <br />till <br />� <br />I � ,, , . I*' <br />� <br />i I i <br />k <br />,�'2 <br />� ] I � � i 4 <br />I 11 <br />. I <br />mlv_ <br />,zxl_ � - � ` !w , 11 <br />i <br />i <br />, I 1, kmiw._.� <br />1. -V.* 4 - 9 <br />I . <br />-T= <br />_L*_ <br />ff,t <br />I <br />E <br />��_ . <br />� �1_mw . ii <br />I <br />- , I <br />-1)- -_ - <br />=­.-f ., I 1 1 . I - <br />=41 I <br />i 71 a_�:�, <br />=6 I <br />1­T <br />�_ <br />- <br />----(,) <br />I - <br />I I <br />- <br />0 <br />v <br />miall- <br />I <br />-01 I <br />i <br />�_ % WY I I �,i <br />. <br />�� -_ <br />- - i i j - . <br />� ---o I <br />�_ - <br />� <br />. I <br />- * <br />I _. . - - - _r­ <br />- -.- <br />* - - __ _41L <br />I I <br />"I UA`MM,.l` 1 <br />i I - I Ll I i 19 IINOY. <br />iv 4 <br />I <br />I <br />I -;I-_ <br />9 <br />! <br />-r--`l,--T M, 1 <br />­_lX`=_- <br />I .- # <br />I I <br />! . <br />� ,=. <br />�_ GOW,,P,,, <br />- I .IIIAII, <br />I I <br />- <br />i 1 WUALLAIION <br />� <br />WALL MOUNT] <br />- ALTERNATIVE <br />I T__�,__ <br />i I i y <br />I I I <br />"I - i . <br />I � - * 11 "I' 11 e <br />i I .I <br />1 9, <br />- , <br />I I _ <br />- <br />I � <br />i <br />SCALE, 1/4* - I* <br />er-nm - I <br />--) I - W. , <br />I , �__ <br />I <br />__�_ - - I I- <br />fi <br />- , , - <br />- <br />1-1 --- I I <br />I <br />0--. I -- -\ @I--- A 1� I <br />I I = <br />] <br />'5.-. <br />- T` <br />* <br />I I � .__ � - <br />. - - - <br />I - <br />. ­r. <br />­ - <br />-__ 1__-�-_Jj I <br />BUILD-OUT MOUNTM <br />INSTALLATION - ALURNAM <br />I `=W`N`I <br />I <br />1! I <br />P­lIgjI,,n­. <br />. - <br />- �__ 2- <br />" , -.I--I <br />I �_I,AONA_ <br />JW <br />I ' <br />� I <br />'"" <br />.1 = A,_ - <br />- � - I <br />$CALL Ill. <br />1. -----4__m <br />CEIUHG.. & WALL & =R MOUNTING <br />WALL MOUNDW <br />TION <br />IN - ALTERNATM AW INSTALLATIONS - ALTERNATIVI <br />(SECT" AT TOP IS UMITEDTO +55,5-67.0 MO. SCAIZ' 1/4' - I- <br />- ALTERNATWE <br />A.S.D. DESIGN PRESSURE RATING) <br />SCAM- 1/4' - I' <br />SCAUE; 1/4* - i* <br />,/...v- 1� <br />* , <br />_. 11 � ­ <br />r - - - <br />, <br />_ - I - <br />I / ,�.__ <br />11 . <br />F Tl�izams:ZIxvw <br />NOTES <br />"I'lwIt "U'U"""' <br />Tit <br />INSTALLATION - SECTION 4AW <br />SCALE-- t/4' - I' <br />1, INSTALLA71ONS ARE ONLY VALID FOR BUILDINGS W1711 A -SA). DESIGN LOADS <br />e']�j� �-. t <br />I � ,1- . ­..;;�N, <br />- " <br />11�� <br />, <br />up TO 5&5, -72,0 p,a,f� AND PANEL*S LENGTH UP TO 8'-B' <br />-0 <br />,�c,�X, , ­ "NQEN ..' <br />FLORIDA BUILDING CODE (Hiigh VoKiocity Hurkane Zone) <br />2, FOR NEW WOOD FRAME CDNSTRUCTION� WOOD <br />MEMBERS TO BE SOUTHERN <br />�g .�- --.-P , ` __j - - ____ -_ <br />-_ -_ <br />PINE NO- 2, W/ ' SPECWX DENSITY OF D,55 OR EQUAL <br />_z .. '. <br />: No.�4167 -. - <br />mm nLTEm _. o", <br />20 CAGE GALVANIZED STEEL STORM PANEL <br />.: <br />= * ,-- <br />= : <br />. <br />/,��______\ ". wi <br />w/m/mI, <br />NQ1L_1=r_, <br />:�"11­' I <br />1 ,q% S, OF �7 --- ----- <br />-- <br />- <br />GLOBAL PROTECTION PRODUCTS, LLC. DATE— <br />-.-I / JILIECO,me- \ <br />lop . Q G, <br />��00--,-- ,L ., . <br />" Re. -, <br />, �7� <br />##­ <br />/ I400 �W, 5 TTFXEI <br />No.- ofma"o COMPANY mmE. r. �'(SlH)AB1I­nQ7 <br />- 20-176 <br />COMBINED IN ANY WAY TO SUIT ANY <br />I <br />, �, <br />'1111�"19(i;A _ ,,,r <br />- -:' �V' <br />, - , " <br />� - I. <br />kovot, �J(­7545, <br />"`H-'_i-' <br />INSTALLATION. <br />""'It,,",;","",��OC'-�,--l�- <br />-To _.; - I - I- I <br />IIALTER A. TAUT A,, P,E " --I. IPA"m . <br />- 7 i 75 ;:7��, <br />I <br />aeftD � <br />I A U� I ­ii, i - I - I - I <br />. <br />__ <br />m"IMUM <br />. ,..-- _­­ 1 <br />4 9&K LEMM "L: SCHEDULE <br />My MR PANELS3 &(5� WALLATIONS AS PER SECTIONS I THRU 10, ON SHEETS 4. 5 A: IS) <br />__ <br />.AWkUM �.m _;�7 I - - <br />DEMAP.rU L - rAW.S..1 &= <br />�j <br />I I To � 01 THEII <br />.,r V= <br />.56.51 -72-0 7'-V OR LUIS J. 21/4' 1 VNEOLIED, I THAU I III -1 <br />I . <br />- <br />�15,5. _72�0 ,7 . _5 . To W-8 . M_ 1 z 31A� I uwmnD I I T.RU 5 & 7 <br />----' --.---+- - ­ <br />.55.0, -72.0 lar-ar to 111-2 . m-i 2 1/�_ I I INPOIT431's" I . <br />_____ __ <br />,,mm w <br />,111s. ­ao . - ,2,_1 OR Liss I ., 3 T/2' I AT - I 8, a 4, TO <br />- SOLTED el I/4`#­2NI' SS, WS & WINLAUT AT OMW & UPLENGIN OF PNoU_ <br />MAXI <br />­ 0 R 55-1- ilo). AND CORRE <br />; LQLA&_UM PA i STAUAPM <br />I <br />- 11 __ 01^1;�v evitill"'T"' <br />NAUD ONUT FOR PARELSO&@04STALLATIONS AS PER SECTIONS, I THRU 7. ON SHEET$ 4 & 6) <br />� - <br />MAXIMUM AS "' ' <br />- <br />"V.m ANCHM %,-m FOR tc - a 1/2. - - <br />DES" TAPM <br />- , CF TAP -GRIP - CMx_`A, I FANEMMIE FMALE 0 PAIECINATT �AM SwrGus # & i M PANEL <br />- TD . I COW&E <br />. <br />I TO - - 0 ANY C0,43HATIO. i LENGTH ILI (ft-) <br />���O � To CONCRETE I CON� To COMCRICIE CORORCIT m QONCRETIE COKCRETE a THEN <br />I 7ewc. <br />RATING (A.') ELM. <br />f <br />= - I BLoA, w.0" � <br />I <br />1. I "/A <br />5 - - <br />- - <br />MIA N�A *A '. <br />_ " r I 0/, I PTOP) i <br />- __ ___!L� <br />I <br />'. I 5. <br />i <br />- -I--- - - <br />Ill. MIA E. v I '. a. 1. <br />1 facTrow, I <br />--------- r__ - -,-- --- 1.__L - ---------- f__ <br />- <br />a' 1 N/A N/- MIA a' N/A S' , MIA G* N/- t <br />. 2 (WI I <br />________t_ _ - I --- I <br />I <br />v j N/A <br />MIA N/A ,� 141. v 1 NIA 5' MIA 2 (soncloo" I <br />. <br />,53z, -72-0 r I f "/A <br />i <br />- - <br />1. ._1 __________� <br />14/4 ./A Nf6 . I N/A v ./A 3 A, - low) ; 71-T OR LESS <br />OR Las . 1. <br />5 I <br />� ___ <br />__ _ .- -----------Z --- 4 <br />- - v a toomIo I <br />N/1 M/A 5- S_ a, 1. 6- 1 <br />____'-4-4--�- <br />IT` I M <br />__ <br />______,I <br />VA N/A V ,/A 5, O/A 6 /A <br />� �L____�_ " <br />- _ - +-, Ifl, <br />0, <br />r 5� <br />-L---4- -2-11 <br />N/A ff, r v 0 - f 0 . <br />-/A, , S, 4 4 I (00`310MI i <br />r -.,. +--5;---.- <br />I <br />- . - <br />12 1/21- 6 114- _ 17 I/2' 9 1/4� 6 0. --w -,/;�­ -7 __ - ___ <br />--I -, �� 5 (YDF"Scr,� <br />- ­ -- ­­ ­=f i III— I <br />, 1 , I <br />- I— 1-1-11- <br />sm:%wrill'o li�k�MRK&S�ocmrm#A��WMWOWMWWLDoa <br />WALM ANCHOR SPACOM AND MIRMLIM VICE DWANCE ARE WTXA= Of, THE SCHEDULE IN ED, LE% <br />THAN ADCATCD ON SCIEDIAE REDUCE ANCHOR SPAM So "WLYING, WAZIRG SHOWN ON SCHCD�11 BY <br />THE FOLLOWING FACTORS MR INS OPERATOR TO BE PDSWU� RUGLICED SPACING OSM40 U5140 'ACTOR <br />�,,L HOT, ME Las to- lo..". SPACING wil"Im FOR EACH ANCHGot "of 'I ANC.ORS ,.v;CM0. <br />- <br />ANCHOR Tw I !_/�--- - __ ve. __ - I/-- 1/4 <br />0"iwz, Emiciiiiat <br />Y4v1_ - I - le. ""lit.10011" <br />4?k <br />I- Go, , <br />- "GIALE 0 PHI,I <br />3 3 3 3 <br />C.M,�,,, <br />- / -, <br />1 W 3 11�,�:��1�17PA%�, <br />III, MKWA sommeol (�) . <br />---- i, iI I ii <br />" , <br />3 ,T"--,�x,- <br />- hls�."!9i\ <br />I- C.) <br />e.,I.- !!---- ______ <br />I A 'I � 'r� _/2 <br />1 ,/� <br />__ __ & '/2 - , . FLORIDA BUILDING CODE (High Velocity Nu Zone) <br />� Cong <br />AwJL M gm ; NICKIN <br />, = I`20ac r-7500, `AC. <br />E ;: ND�fiff3if_ % = �1. <br />= z 20 GAGE GALVANIZED STEEL STORM PANELo onIoNK Or: <br />- - <br />- - . . . . . . <br />- I "" - - - - <br />- - =*� It __�* - <br />- , � - �;�' - � . "I.II <br />... IL 1. E r � ______ I, �� <br />ilvfj?G� - Go <br />L_____ <br />I ln� ___ ­ __ <br />I1._­_._.A) <br />��_ <br />L <br />.A* ,-'. STA ort"<-?A <br />- " <br />____ ­ - E - - � . Z ­­­ __> / I GLOBAL PROTECTION PRODUCTS, U.C. <br />I, -:P,. , DATE, <br />,,,, 0��, � li a �_, - I 1109 C 0 evic 1.11-11 - <br />­___ <br />I 11 I ,� _�_ <br />-1 ___�_W_ . 4 I01A <br />eVY2­11 .e-.l <br />I PAIR. FILL 3"1'W.IAaI - <br />-, �ALP - � - 1� .- T-9 . <br />I I - <br />- <br />. , A� -1 sw-751� TAX! 240-1/6 <br />�4094 I ­ T�o _-RA� - (") <br />'11�11',Zlllt <br />-m- - <br />CA-COW13, - -- <br />" 1. ,peonW DRIVING <br />I <br />4010m VEV,(WRARRIVIIAM ,X� f I 1 <br />i ; 1 - - <br />I IIINTIR A- Yu, t,­ <br />i I <br />I <br />fd <br />� <br />5-w-44"'. _ - --f. <br />, <br />INUALLAT19N <br />DETAILS E98 REOLAR PANELSO) <br />A ' <br />�l4. 10 8, LONG OR&% RUSHING w/ <br />/4,._ia�r ?/ <br />4 - oc <br />S-S M_� - 'OR <br />- - ­74-7­� r, PANEL LENGTH$ UP to 5�10'%W4 6 1/4- OX <br />I . 10 U:4GTM$ UP 70 #I-,o <br />- . �: a,-r M"I, CH <br />- � <br />INIQ EXIS111 G WOOD STRUCTURES <br />,� - <br />- ,1. PANELMATE FEWALE D OR PANCLAMIE PLUS 0 <br />- � "I <br />1 I , " <br />, , ;W�Vijwl'�A�,;% `N=w" UP <br />, <br />� <br />I . <br />I . �;i i <br />I 1 <br />- ---t-- - <br />� . � , <br />% � <br />- I - , <br />: i I , <br />11 <br />�A oftM. <br />I �� 11 F, ef <br />, I r , __ � ,-- <br />� I 1, t I <br />p <br />_ " <br />", - I �! �!/ <br />i I -I&V=__ <br />- <br />� � <br />I , ;� <br />I I I <br />, <br />I I I ii <br />�, I <br />1 � , I lt� : <br />,. `i: K. i i <br />., <br />, , <br />,� . L" 4 <br />, , � ' <br />. , - vM,, <br />, , ��, ,4 , , <br />� <br />i I <br />I � <br />� <br />I 'I , '. 4� <br />� . 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I 7_0 <br />i 1 <br />or <br />EGI , � 1, <br />. -,. � <br />I <br />, <br />ED � V., <br />- 1-1 I <br />I �7 <br />1 <br />� - <br />lomm" -'j) <br />i <br />� <br />. <br />1 <br />I <br />� i � <br />.I- <br />I - .- <br />I'mKol,D) ,I <br />i <br />i W)OD W-'�m <br />� I <br />I <br />1 IA)m W.Abon <br />� <br />I- I 5 <br />I <br />. <br />I � <br />: I - <br />, <br />5 <br />__4__ <br />; REQUISM <br />-4- <br />j <br />1--t- L 9 <br />I "I <br />� I 9 <br />ALTERNATIVE 1W <br />ALTERNATIVE <br />. � <br />I I -I <br />, ___,r_1 ; <br />i 1; I <br />I � <br />I �� I � - 4 <br />____ i <br />- -I -1 <br />I <br />SCALE 3/8-1, <br />__1`o_ <br />I <br />SCALE 3/8-,* <br />__1"_ <br />i I - <br />I i I I <br />SEli SC,,wIrj ONSAW a : I <br />I <br />� <br />am SCHEDULE <br />, 09 SHEET 8 <br />� ; �, <br />__ <br />To GLASS 4 <br />; "' <br />I <br />k <br />� <br />I <br />- Pon- . <br />I SEPARATION I <br />I TO GLASS, <br />i <br />i <br />� I . <br />I i <br />[1kfj­,_ 1 <br />� <br />I I <br />I 1 Ok ;� <br />-3L-�__f _�-- <br />k <br />i <br />i <br />I <br />EOIL <br />ED <br />-I - " ­ <br />, <br />. , , <br />. � <br />,� I:: <br />,1 , - , , , <br />, , . 1 il <br />E6 11 It: <br />� <br />.,i <br />I Y, � � , 6 <br />__ <br />F.O� I - .- I i <br />___­ � �__ <br />ED, " !!Im �Im ED, <br />'7 � <br />I I t - - _ <br />, ,- <br />I <br />4, <br />I <br />ED I <br />Q <br />17- A, <br />- <br />I �� <br />ED . , 11 <br />* � 7�t <br />- � <br />'�, <br />I � <br />- __ I- I . ED I <br />F � , �� l, __ _ i - <br />lr I <br />il� � <br />I � I I t i I i'_-V <br />I __ I <br />- - � � I P I <br />-, i LT.,��j <br />- - <br />. � <br />� <br />" <br />i -�00 <br />. w�'m <br />,I , , , I <br />I <br />I <br />I � <br />I I - I/- W­ 5XIL &PISS BUIS"ING <br />� NJ 1/4'.-2W' SS. M3, 0 6 I/'- DC <br />� <br />�-, <br />� K' � �_Fri_!.�_ <br />Y000- <br />ROAMIED <br />- I <br />"A <br />1 <br />PANQ LENGTHS UP TO V-o' AND 9 <br />C FOR LIENGTHS LIP M V-Eo' � <br />�11 <br />� <br />1; -C4'c.. <br />,�W-PUCE i ;lL;,,-._,. PANE. . . . <br />! �A PAHO.MATF PLUS 0 12 t/2- a c, II I <br />R0AAAmo '� <br />I <br />I I . !�� I v- <br />. I Go, *1 <br />311t <br />ALTERHATIYE <br />j � j "/r " THItCoom P AT <br />11 1111 Or 1191111 11000 PIATI FUM <br />- __��L�S=r <br />. "TI'MMAII <br />� -.4- PLATE & HKAoIll," Or PLMIL <br />� 2 <br />A=M= <br />SCALE I/a­' <br />4W <br />SCALE 3/8-1* <br />, J ALL LENGINS UP To 8,-r 6� <br />. __ <br />_L__� �1 <br />1 ,RwAm , <br />I . I <br />I <br />MOD FRAME <br />DIRECT G [ON RUILO-OUT <br />m0UNnN INSTALLAI <br />I , � <br />. _L-ii - <br />-_ TNGr IMALLA110H <br />UNI <br />CONOMCHOR ff�_NS <br />NOTE z SHUTTER TRACICS NOT SHOWN FOR CLARITY <br />13 A=WA2YL_M <br />SCALE '. <br />SCALE 3/5­^ <br />"LN1,011j,"'i <br />NQTEs <br />Arj N, TILL174 <br />""' ,% <br />i. INSTALLATIONS ARE ONLY mto FOR BUILDINGS WITH A,S.D� DESIGN LOADS <br />�,%%N <br />, <br />11%_ <br />UP TO .$5,6, -71D PSF AND PANEL'S LENGTH UP TO 8­8' <br />i*­�iwii'l <br />. <br />FLORIDA <br />BUILDING CODE (High Velocity fivrricano <br />Zone) <br />2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN <br />' <br />: , '. <br />. , <br />: '.*= <br />ARM MTECO, INZ, <br />, <br />­­­�_ <br />- <br />_, <br />rP, <br />PINE NO� 2, W/ SPECIFIC DENSIIY OF D.55 OR EQUAL <br />= . I <br />� . - <br />20 CAGE GALVANIZED STEEL PANEL I <br />STOPIN <br />ORNINRY <br />OF -I <br />- <br />� , ,.,-, __ �__ - <br />le , )fl<�_�.�___-_ �_,:� " <br />� __ - <br />"I <br />__ \ <br />I � <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />- In/" - <br />WNINam SEC 2ys� <br />I IV-1--44"t-7 � -- -- - <br />" WIL, , <br />. <br />TLU_" <br />- <br />Z:7�1 �rkmt_ \ <br />TESTING co� <br />Qo)0 S.*I 61 STREET <br />GM,e. F, W, A <br />W,i <br />- <br />TOP & BOTTOM MOUNTINGS CAN BE <br />WAY -10 ANY <br />1 <br />".. � . . <br />11 �v <br />& umn'.E.G."INT <br />.. -M <br />U�. - 4t 5fTr,=__!,V­ <br />NICHE. (Pow. )dal-75-k I— 004MISS-toM <br />20-176 <br />COMBINED IN AW SUIT <br />ii L <br />- ._ I <br />:��,�"_ - I - <br />, " <br />INSTALLATION <br />- <br />'to 40 Itt"YE SIEA,tKMAAW/0ATC <br />, <br />_.�n- I <br />I <br />- <br />j2m"�- <br />'671 <br />I <br />1 4 ----A - <br />" - I. <br />��_ <br />I <br />- __ - <br />(VALID ONLY FOR PAINEIS(l)& 4A)INSTALLATIONS AS PER SECTIONS I THRU 10, ON SYMS 4. 5 & 61 <br />MAI(Il" <br />_____ -.---- - -1 ­ - - � <br />IPPIARAIA AMONORS SPACING FOR ED. - 3 112- - <br />- <br />ks_O. DemN <br />- <br />lAm. <br />CF TAP -GRIP <br />C.L%-.h <br />PAMELMATE FNALE to <br />I PANDUANTE PLUS <br />SOLID SET <br />TO <br />SE j III <br />MAXIMUM PANEL <br />PRESSURE <br />RATING <br />I i To <br />10 OCACRIET I CONCRETE <br />TO CONCREle <br />TO <br />CONCRETE <br />I <br />I TO <br />TO CONCRETE I CONCRETE <br />TO CONCRETE <br />To <br />CONCRETE <br />TO CONCRETE <br />I -BLOCK <br />To <br />To CONCRETE 1 Cmll�m <br />ANY COMBINATION, <br />OF THID, <br />LENGTH, v I".) <br />(P. () <br />1 am <br />BLOCK <br />. BLOCK <br />i <br />BLOCK <br />�111,A� <br />N/A <br />NIA <br />6' A <br />I' <br />N/A <br />6- 1 %1A <br />A <br />I (TOP) <br />i <br />__.!I 11 <br />e 1 4- <br />� _ <br />N/A <br />_ <br />N/A <br />_ <br />__ ____t/ <br />'. '. <br />- <br />6' <br />__ <br />. 6' <br />__ -4 __ <br />'. 1 a- <br />__NL _i./A � <br />I <br />N/A 1 N/A <br />i <br />I (BOTTOM) <br />- - <br />6- <br />- <br />N/A <br />_­ <br />N/A <br />,� N/A <br />6 . <br />i - <br />I N/A <br />-----I-- <br />6' NIA <br />I <br />N/A 1 N/A <br />2 (TOP) <br />___!IA <br />- _ <br />1. N/A <br />­­­__ <br />N/A <br />, <br />I N/A <br />1. U/A <br />5. -t-.- <br />T N/A <br />- __ _�_ <br />'. ./T <br />.1A N/A <br />2 (BOTTOM) <br />+%,5, -12�0 <br />OR LESS <br />1,, <br />A <br />_ <br />__j_"_--,- <br />4- <br />­_ <br />N/A <br />_ <br />N/A <br />N A <br />- <br />___!�A <br />6 N <br />-.-- - <br />I s- <br />-,--!:- ___ <br />6 <br />____� <br />6' <br />- <br />N/A <br />- _ <br />, <br />1 6 . <br />__ <br />_q�__ <br />- <br />6- N/A <br />_ <br />__;�__ -fr- <br />___ <br />--- <br />I N/A N/A <br />N/_A_ -N/A_ <br />--- <br />3 & 4 ()UP) <br />___ <br />3 (BOTTOM) <br />;,7'-,5" To W-4' <br />1. N/A <br />__ <br />N/A <br />__ <br />N/A <br />6- -[--;;A <br />ii� <br />N/A <br />; <br />1. N/A <br />_ <br />N/A N/A <br />___ <br />7 CTOP) <br />- - -, <br />6' 4. <br />- __ <br />___ <br />N/A <br />- <br />N/A <br />- ____ <br />I S' 1 a- <br />__ <br />- -i - <br />___ <br />6 . <br />__ -'-r <br />B. <br />- ---------'-- <br />- ­7 <br />6- - 6'� <br />6 .' <br />- - <br />1 <br />-� <br />11,;_ <br />A N/A <br />- <br />4 & 7 (BOTTOM) <br />N/A N/A <br />12 1/2- <br />6 114- <br />' <br />1 �,2 1/2* 6 1/4' <br />I i <br />6 1/4- <br />6 1/4- <br />6 1/4- ' <br />11 B 1/4�'./A <br />N/A <br />5 (TOP/6CTrOM) <br />+60LO, -53.3 <br />N/A N/A <br />12 1/2- <br />1 5 114- <br />12 �/2_ 1 6 1/4' <br />6 1/*' <br />6 �/4* <br />6 1/4" 6 1/4- <br />1 N/A I N/A <br />6 (TOP/BOTTOM) <br />>v-s* To w-1* <br />+55D. -72.0 <br />- <br />N/A N/A <br />6 1/4' <br />N/A <br />6 1/4" 1 N/A <br />I <br />8 I/," <br />6 1/4' <br />6 1/4* 1: & I/-- <br />I NIA I NIA� <br />6 (TOP/BOTTOM) <br />- <br />>6'-B* TO 1 V-2* <br />N/A N/A <br />_ <br />N/A <br />N/A <br />1 N/A <br />N/A I <br />N/A <br />N/A <br />6 1/4- ! 6 1/4- <br />1 & 1/4' 1 6 1/4' <br />. 9, 10 (T <br />S. 9, ID (TOP) <br />4 <br />6, <br />v A. <br />- <br />__r__ <br />- <br />- <br />_�-__-1 <br />'. <br />-4- <br />+43AL -48O <br />OR <br />4___ <br />N <br />- <br />N/A <br />N/A I N/A I <br />. <br />MIA <br />N/A <br />1� <br />� 1 6 1/4- <br />- <br />8 (BOTTOM) <br />, - <br />12'-4' OR LESS <br />LESS <br />. 4. <br />I I <br />L.., <br />N/A I <br />NIA <br />.l. 1 N/A 1 <br />N/A <br />N/A-----7- <br />--- <br />v 1 6- <br />1 <br />C, )/-" 1 6 1/4" <br />i <br />9 (BOTTOM) <br />/A ' K/A I <br />. E I <br />N/A I <br />__ <br />N/A _] <br />- ___7_ <br />./A <br />___ <br />./A I <br />N/A _ <br />6 1/4 . <br />6 _I /4" _ I <br />6 1/4. . 6 1/4' 1 <br />--- <br />To (BOTTOM) I <br />SEE WRIM iC, I I AND 12 FUR ANCHORS fM * SPACING FOR WSTALLAIMS INTO WOOD FRAME 901COYolL <br />PANWA, ANCHOR SPACINOS AND MINNOW, W" DISTANCE ARE INDICATED Ch THIS SCHEDULE. FOR ". Lm <br />THAN INDCANED ON SCHED" REDUCE ANCROR SWINC ff� UU179111NO SPACJW. SHOWN ON SCHEDULE BY <br />THE FOUZWING FACTORS. FOR THIS OPERAM014 TO BE PQSSIBLE� REDUCED SPACING OBTAINED USNO �ACRIR <br />SHALL NOT BE LESS THAN WoRMUM SPACING INDICATED FOR 04H ANCHOR TYPE AT ANCHORS. LEGEND <br />ANCHOR m <br />1/41. <br />- - <br />LARKIN <br />Ult'* <br />w-, <br />fc� ., <br />1/4'. <br />�PNIRDoeinI_ <br />FEMALE 0 <br />Ile. <br />-kmamwx <br />PLUS <br />1/.,. <br />I 1. <br />- -- - <br />C`Ml`­JM <br />-;�U� - <br />meI. voice VACW ko�:!_ <br />A <br />, <br />3 <br />3 <br />21/2 <br />3 <br />.., - <br />- <br />Y <br />- <br />" <br />- <br />,s q,l <br />- -1 <br />v <br />__ <br />3 <br />_Tt <br />,I;;-- <br />3 ,/2 <br />___L_ <br />4 <br />4 In <br />- - <br />- <br />Ocuit. EIL Pw <br />F A -C <br />T 0 9 <br />- <br />I Ile <br />----- - <br />"" <br />� <br />- <br />- <br />. <br />- <br />2 Ilr <br />- <br />- <br />- <br />­_ <br />- <br />_____ <br />So <br />0. <br />1� -1 ­ <br />_Tw_ <br />�� <br />--l-m-_ <br />__ ii__ <br />__ __ <br />___ <br />_:_ <br />- <br />". <br />I " <br />FLORIDA BUILDING <br />I <br />I INSTALLAIJON <br />MAIL$ FOR REGULAR PANELS-Cj) <br />& <br />I <br />INTO 0XISTING WQOD STRUCI!IRES <br />� - ____ <br />:7 " - I I I I <br />. Ili <br />. , -I I- <br />�". ,� <br />:�� , , , , , 6 PANLLMATE PLUS <br />-1 1, 1� � ­-4TI'/,- O.t v I 7/6- <br />1 1 . - <br />11 � : ; y THREADED PENETRATION TO <br />� EXISTING wow 4-Am <br />__ I -_ <br />�_IILL7_1_�77.,_ �i� <br />1 - <br />, .. - _-, i�� I I �V4-10 PAMELMATE PLUS <br />- 1 1 li�� <br />,:�� , 1". TH= 111"/11;l9 <br />, , <br />, <br />- I � � EXISTING WOOD HEADER <br />- __ I - - -,-; - - - <br />� i - � <br />.�,�- ,- �! <br />, - <br />� � I <br />1�. _ r <br />� <br />won Ir 1; <br />_E� - I <br />RCOVIZI i � <br />__ 0-'o ANNELMATI: PLUS <br />6 1/4 i:Lr W/ I 7/w <br />THREADCO PENETRAnDIN To <br />, OUSTING WOOD REAM <br />I I <br />, � 1, � iii 11 <br />- �� " I <br />� 4 -, � I , � , <br />,-, i, - � I <br />, <br />LL 1 . <br />, o�, <br />11, <br />, <br />I <br />. <br />I . , , I " 11i <br />" "I ___111 - <br />� <4" 131, - <br />lid � I ,I i I 11 <br />I ,' li 11 ,___ - _________,__,_­, <br />� -in * _ r , , <br />'-' <br />, I I i ! �; <br />� , i �i <br />I -vw a <br />I - _­11- ------- I <br />� � i - Zw. <br />I � � 9`11N TKA, 0 <br />- - <br />1, � !-101 <br />I 11 I . <br />I - -;Z% 0 <br />I VeRMS"luo <br />� � I <br />1 . . <br />� I z , � <br />� <br />__. I <br />WOOD HEADER . I 1 i r �, , � ; A I/.- ot wow HEADER <br />, <br />_ i , � �� <br />- - M"A i - <br />W. � <br />� <br />� I � - - , � , I 6 1/4' G.C. <br />� � " � � <br />____ - - � , I o <br />.. AK, ,� , . <br />1 2 , , 'L , <br />' <br />.ii . �,��,,' - <br />i i A VA, *Z : <br />I � I <br />REGIAREO , , REOUIRED <br />I I m 1 <br />i - r , <br />� 1 : a <br />- I <br />. i 1 <br />�.� <br />I I _ . <br />� � <br />" . <br />- I __ , . ; : P3 <br />. � . <br />. j L <br />6m n <br />0. <br />. <br />i � � � I., <br />�r_ �17 - I <br />I <br />: ! <br />J ; <br />� i , Cv � <br />: <br />I� � I <br />r�,� <br />E � r <br />� <br />�J_ <br />A - , <br />; - I <br />____u <br />- - - <br />L EHJL.� <br />. <br />� I � <br />; � I <br />. I I <br />� <br />Sur SCHEDULE on , <br />I <br />I I <br />-0 i <br />SCHIMUS ON � I <br />ISEE SHUM, a . i i <br />SUPARVIGN <br />I MR _. I <br />TO CLASS I i <br />1 SEE ScHcoua ON <br />� SHEET a . <br />, , <br />OR <br />i -, SEPARATION <br />TO � <br />! - I <br />; : <br />; ; <br />I <br />I � j <br />- , ` <br />I ; � .... PANEL LENGTH <br />� � , (SEE NOTE 1) <br />/."Io_�' ss� L 11 <br />i 1 Mj`I,o%Z1'.* 1 - <br />� __ _--i I <br />I emmw III <br />I <br />I L 7 � <br />, - <br />� - - ; - � � M­ PANEL LENGTH I <br />I ;/,�-�,� as. , (SEE ROTE 1) 1 ,/"­_,s, <br />I <br />1 - '/ ?/V,. . ,,, � � I 15 W/ * I - <br />i - -- I i ­ <br />iga- - * -- <br />OVERLAP . &.:�IP <br />4; <br />. . <br />, <br />- - " LENG11, <br />I ; I (SET NOTE I) <br />I . I <br />-I. - , ____ __ I <br />; <br />0 IWrALAr � <br />I <br />I L - � <br />1 i i <br />. I <br />-_ <br />i <br />,I. <br />� <br />,� <br />I I <br />I <br />,______ -1 I I <br />_­�­.__ ! <br />- , - "' , � � <br />, � � <br />I . <br />I <br />r ; <br />I <br />1___._1_­______1_f , <br />____ ------- - - , � , _ __ <br />, <br />__­ ___ - __ - I - r I � <br />F <br />I " I <br />i ! : � <br />� I <br />- . - <br />I F - - __ <br />I <br />i <br />.1 <br />, <br />", <br />_�, - -I � <br />-1 <br />I <br />� I t I <br />I <br />� 1 5ox , <br />: : SON <br />� i OF 'L' ' <br />� MAX <br />I <br />: ! 5OX <br />I � I 11 -L' <br />� � mm <br />I <br />I <br />I <br />j ! I or V <br />l , I- a ma <br />� 4 ­1 � <br />i <1 � <br />� � <br />� ) __ <br />1 I3� <br />: I <br />� "ZINI, <br />1 , <br />I � I <br />I <br />� <br />, I <br />. I <br />: � i I <br />I <br />1 -7/81-0/32' � <br />! <br />__ j <br />f4 - .";r�m; <br />- <br />i oe I <br />� <br />- I ­ , I <br />, CHAT am 0 - <br />& 6 I/.- a. , i <br />7 WIND, .UT WEI" <br />I <br />& I "I I 0 12 1/2- O� <br />11 , I <br />"��__ <br />* <br />I t - <br />ED, - <br />- .. . <br />- <br />, <br />ViIwww <br />0 <br />r___i _"v­ 1 I . <br />& I I <br />, <br />"I _,� 11 11 i <br />k I <br />� - <br />EO. 4 <br />- I -I <br />t- <br />, ,Q ___ __ , - -11-1 <br />z�� �- � :� � <br />! <br />I , I <br />. , '. <br />l��.,t LAG SCREWS <br />� I <br />- , I <br />2-.4- WOOD PLATE : I �i 2*.4' WOOD Pk��7� - _ 7 , - I I - <br />�, <br />I ; <br />_ - ,_ - - I I 11-10 PANEIMATE PLUS REQUIRED '-- I � I � I i <br />REQUIRED J4 - __ 1 1 9, <br />� . - <br />2-w VROMPLATiE I I A <br />t, - �. 1- � .. I � I <br />REWIRED ., <br />0 a- ILL W/, I/-,- <br />MIN WICADI71) <br />PENETRATION IT <br />I � . to a /A. OC W/ 1 7/8- <br />I <br />, . 1�r; THRE-m PENETRATION 0 <br />_Iii � � �, ,; MID WIDTH OF KATE <br />1"'_ <br />�, - <br />1 <br />l , , <br />1 - i Ji. LAG SCREWS 0 <br />� <br />_� <br />I � <br />� . <br />1 ; <br />I <br />MIDWIDTH OF PLATG <br />I I I <br />: _�: '. '�L <br />_ - -1 - <br />� <br />_61/4"t <br />. � -, . <br />, I I F i 04. STAGGERED W/ <br />1. I <br />�� �� 1 1/2' R, <br />� PENETRATION <br />L I <br />I : : <br />, ; <br />� . . I <br />- . I <br />11.1� <br />DIRECT MOUNTING INSTALLATION <br />_: __ - - �� I,, - -1 � ... ,J AT MIDIAROTH OF PLATE <br />I I . <br />--- - I , ' - -I--- - <br />SCALE .1/8-1- DIRECI <br />- INU6LLATION DIRECT <br />MOUNT L,MXP,Uhab INUALL00 <br />h0lml <br />SCALE 3/8- I I <br />SCALE 3/8�1* <br />1, INSTALLATION$ FOR ALTERNATIVES 6W, SW & IOW ONLY VAUD FOR <br />",P01111100"", <br />BUILDINGS WITH XSX- DESIGN IjDADS UP TO +418� -48,0 jl�%J AND <br />Oxk?, N TIQ/N <br />PANEL'S LENGTH UP 70 Tv-4, <br />2. FOR NEW WOOD FRAME CONSTRUc7l0n� WOOL) MEMBERS TO 13E SOUTHERN <br />2,4�x _-__,,� <br />��'-" <br />PINE NO. 2, W/ SPECIFIC DENSITY OP 0.55 OR EQUAL- <br />�f -" <br />,)PEN,5C­ `... ',, <br />FLORI A 41 I I i � G C i lot (High 'Volocity Hu,olcome <br />Zone) <br />______ <br />FOP COMBINATION QE Awsmm <br />if _ -_ - ______ <br />z- ! No. . 'a <br />= , :*= <br />-_ -�cel XT0,01 - - ZO GAGE GALVANIZED STEEL STORM PANEL <br />IP <br />MIMI ft I <br />TOP & BOTTOM MOUNTINCS CAN BE <br />COMBINED IN ANY WAY TO SUIT i ANY <br />*'. . = --- <br />- ., - �� <br />s Dv_1_ " I �j <br />_� 11 <br />'- <br />I/ GLOBAL PROTECTION PRODUCTS, LLCI <br />IL E 0 <br />./n/emoo <br />.le <br />INSTALLATION. <br />.- <br />o,!0, . - � si, Rm�: �. /7'� - - <br />�f <br />, , / - <br />' <br />f mc. <br />TLUT TESTING . Do <br />---- . ---"'- <br />4WD S K. 51 STREET <br />011W. IT. =14 <br />"'i"E nomIsm-IlmlI. 'AX tv�qw­;,m <br />- <br />20-176 <br />"11,,,7 � . <br />,I; +II - �.-L 6 11 <br />, lI10%1VX- SEAL/GKIWITURE/DAM <br />- IMAI-IM, - GMW`_ -I <br />GA-GODS1`4 - n - I <br />:% ­1 - I - <br />,-EPR <br />_G AM - <br />1 <br />__ ____ - <br />I <br />- I - I - I - I - <br />- <br />_Hm Ill of 26 <br />I <br />. . <br />_f­` <br />(1) <br />(2) <br />C_ <br />U) <br />-0 <br />-Fu <br />> <br />(3) <br />C- <br />-'I-& <br />0 <br />_0 <br />L_ <br />(1) <br />(1) <br />L_ <br />CL <br />CL <br />= <br />0 <br />0 <br />L_ <br />. C <br />0) <br />m <br />-*6 <br />-0 <br />_�E <br />CL <br />(/) <br />- <br />a) <br />-L, <br />(3) <br />-0 <br />0 <br />0 <br />-0 <br />- <br />-0 <br />= <br />S <br />2 <br />5_ <br />- <br />= <br />= <br />_2 <br />,a) <br />3: <br />CU <br />= <br />0 <br />.O_ <br />-*­ <br />CU <br />LL <br />I,,- <br />0 <br />- <br />C13 <br />> <br />. - <br />.cn <br />1E <br />a) <br />L_ <br />_4_� <br />0- <br />Cw <br />0 <br />1.2) <br />. = <br />_20.3 <br />(n <br />cD- <br />< <br />L� <br />4 <br />z <br />w <br />=I <br />411`3. <br />C-4 -- <br />-, <br />r- <br />% <br />__t� <br />117Z <br />,Q3 <br />Cds <br />W <br />fc;lp L�l <br />,mr,""' <br />E !!� I=:) <br />:r_ <br />. =- C_ 9 <br />:! "m " <br />�� <br />C. <br />= 0q= Cm >4 <br />- * <br />_; = kj_ Ca.. <br />�2 to �� �: <br />n -, 5 <br />g <br />'zi - <br />3: 5� f -, <br />.�z F_ - = <br />7. -cc <br />0 7t�� <br />0 Lj . ii cc <br />- 3: w -T= <br />s C.) Go <br />.t: <br />:;; cy-, .;-- �= <br />u,, CIL. <br />= E <br />cc 0 <br />0- u <br />- <br />0 <br />_____ -_ - --- <br />CONCRETE ANCHORS GO CRETE ANCHORS FOR CONCRETE ANCHORS: SEE SCHED�LU ON OMIC I <br />(!iEE SOKMIJUE CH—\ "L (SEE SCHMU M __\, ."� I FOR WOOD Smwi SEE SECTION ON sNI,YT IS - I <br />SHEET ­ ALTERNATE ALTERNATE <br />I I Ab . �_� IG-1, LOCATION <br />, A�l <br />IA) , :: Snarl . --r- (g) ,I,q <br />,4) , 2, & IWIIS � f A ,1,11'1,1 <br />- in 1 - 1 -1 - <br />- - I <br />- - �,,, L �'11 I-iw� 1 A 2/4. 2A/4o -3/4 oR 414 . 2 & 1W/15 I P� _3"Ai. & .1 ­ (�) AT END PAN& INSTALLATION DETAILS FOR OPTION A I FOR UFE 5AEETY STORM PANEL-S-YSTFA <br />i __j POURED CONG'Am � - ___j r* I '-O 1/2- ___ , _X1 END PANEL I 11�1. LAG SCRm 0 v OIC <br />- .500* j.250- REWIRED, ,��, !". - I' Am, I - . . W/ <br />_T_F`_rr_1_ � � I I I ETUDE a EVERY . � I I - - I I - __ I I I IMNARY, PlENCTRA'" <br />__ I I I I � Ic 00SIBIC INTOO IZAM <br />- Ii- .- - \ �-._ 1 _2w � � , - I I I '­ . " INIQ EXISTING WOOD $T8U9J_V_RE5 <br />r- - ___ T I I I i LAP I � I I - , . I <br />. I'D HOLD PA __ i - - - <br />POURED c � I _--�z \ . -1 I , i � I (12 1/2- 0. C%) I I I � - - � <br />I I i i i [if � 1-1] �,]] � i �_ I - - -, ---- It- 7, <br />-", I I 1 Ill j 1 1 -I---; 1 ! I I -1 �, � U) <br />, <br />S , TIT T . <br />�_ C_ 1 1 I' i - - 5/8' ul'i " " - --- ­ ' L- �1. li�_ _. - __ - I - I L' <br />t. 1 oo) I _ " § . . � -i <br />\ \ Ill ,� , - i I 1 1 1 ! I I 1 1 1 1 i I I I 1* ART. (CASE 1- I I <br />RED"'I'm -`� i��4 i I I _11 , I I I -6-0 <br />I I I i � i � I '� <br />I 1 I � I 0 1 t I L <br />� % L I . I ­- ' I - i I I L11 -1-1 I 11 � __ , N , " a) <br />. I ,:_,_ 1�'­ . 'J�i' � L ,' __ I � I H, OVERLAP I i I I I I I I I I . . i <br />- - - � 11 , I - .. - � ' - - 'i -1j, I __ -I- . i I I L � <br />1 I 1 I J - - I 1 '. I <br />-a - i I 11 - , I I i - I T � ru 1/2- OC) _FF i 1 �0 I i I 1 1 1 1 . � ,I ��. <br />. I i i I I I I I W <br />! - - 41 �;, i i TO HOLD PANEL I I I I I i : I i J ; A. <br />SHEET 14 i (END PANEL) , M) RKIR PAIR) I I' PAWL I 7 -1 - - 1 17- _- : �j <br />. <br />,G#­ � �w SCIAEDLALE . i i i [ I I 'r I I 11] --I I � I I 1, I STUDS 0 EVERY I ,_ - - ___1 , I P r I I __ �] (D <br />! I SHEET 14 CH- � i 'I] rRI, ,I - - -1 - I 1j I � I I t 1 1 1 r � I I E I I � <br />POR FOR Afit, SEPARATION I , 1 ! I I -� I I I � I I I! i " 4 0 i . <br />I i5 � 9 I To A I i i �j ! i . . , L_ = <br />­OmS__, -, i i I I j i I I - - 1� - I � t I .11 '! I i Ec� - - - *W,Mm � <br />I Lu� - I I ,�, ! I I - , � I <br />/ T_ I 1 � (oils) -1 I f � - .Z______�� ,A , - 4_____ i w <br />- I '. _� , _ ­ <br />- ,z=,_---L SgF-09� �li L-0 C , * I A i I -,-L = =1 j I �' �_' - ' - <br />=.Nle ., A . , , 9 0 1 10 =Li=Lj 1 I 1- --I . 1� I I LL <br />- sroo III 17 1/2' 0 C /2 1 w I , I I I I I I - - I / Tf I � ", " � 11 - 1­� , I I .I-- - <br />� <br />� . <br />__`V_1 , L I n, 1 I l I / I INTERIOR PANEL \-END PAME, 1/4-I , T 4EL __�jl , L - . I L 1) -+--a <br />[L,3,7 I - - <br />I I _i�f I � DOLE JI'SC4jWU it I I - , � I <br />ml%; [ I . " - FOR M... 1-1 __ L_ q� .01 q1)3_1 1-1 .. 11 a. 1 � - <br />I ,/a. , I y I I i i I � , i � I- 3­ - SOME \_ �_,. __ - , - i E� <br />1 5 � _ 1 , � __L_ _� - #2 FOR �__ 11,X&GR --I _� <br />m GE, � �, E`g.111411 ""111 .17 I AMONOR ANCHOR � I <br />/, � Q�-,W, TO � i I t I <br />I I. _ . I- - -[­ F-1 - -1 i i 'I, @_ a- *j I _.--_� <br />, i 11, I., fl-11 -1- . , , , _ I T I - . 11 OR DIRECT MOUNT SPACING SPACING; � M. ANCHOR ) I Cu <br />I I - I I ] I N I wow HEADER <br />I �, �, I i � Em I 1 2) 7 no"ARED <br />, _",��","��, 'L - , �� I i I I. 0 <br />1, ,�'111 0 - I 1 14) 4 `Iz . sallf- 31le - I- $G&F- 3,11gr - I' ;-..,;v,; ,V., W -4- -4- <br />i � - , i � - � t ; , I A, P-S, i Soup a 12 1pr OC . L_ <br />I , SPACING SPAC44 i I <br />; , . � I I - [ " IS f T [ I - - 1'-3' ofiol­­ L ­_­ " - - _-, ._1 .M,---- - _*­ i WOOD ER � = > <br />, , I NA r LM47ON I I - � TO SCHEOW" Tlur ikIcIrAl I AIr __ __�_i I <br />I � , I I �: .0 PAN DETAIL I ; WALL MOUNTING INSIALL& I <br />, 11 I (SCE - - __ ­_4 <br />­1 , i i I I I * 71 1 1 - I I I (ALTERSAA LOCATION <br />� I <br />5�', � I a i I CH V I I I (SEE oums ,/IA I i 1; ALTIRNADVE I ALIERN&TEIVE 2 <br />1 i <br />L <br />, <br />1. I r 1� I I � I I I & 2P.) MAXIMUM A.S.1 QE51GN ERESSU E RATIN0 (R.3.f MAXIMUM A.S.1 DESIGN EREMRE NQ (R.s.f.) AND CORRESEDNDM �, I/w wo,, I ­ il 0- <br />(11) (S;, <br />mi � - I "D MMIMUM PANEL LENGTH "C I/ �, - 1-i"�'N' 0- <br />I I 1 14, 11 i <br />POURED to"CA I , ill ; L I I <br />OR CONCRETE q I � I i I 11 _T i 44 4' I 1 11 MEDU <br />BLOCK eALL - I i *, __L i .. I I i ! I I 0BRESPONDING MAXIMUM A /7 <br />REOUREE, i I �1 I �, i , ' - - _50 iAEM4&%L-QNLY-,IQ-UWMMIII-A-�.�emi� 0:11, I � <br />I �: I :1 2; & IW/15 IN51AUATIQN5 INTO CONCRETE A CQNr,RET Tatw_1h_%IEv_j3_1 5 Id <br />I +1A 2/4, 2A/A 3/4 . 4/4 1 E BLOCK STRUCTUR i T <br />I 'L i I f I � +,I . ri:17 & I W/I 5 i I T w <br />' ' I I I � . I . i < <br />I - L- _�4 1 i I L ALTERNATE LOCATION . r MAIN"'I, _­2 "CV.P., I -_� paw-­1 I SEE SCHE:WLE � i . <br />i L _ 014 - SEPAPA"IM, I <br />/ , � I - In SAFETY PANEL '- SCIED 41, 4 I �ZWj-WAL�-MQVff-C2WIQta-ME-&-BMTU-LWI-U---�-�- - R, "' "W " � <br />, T PANEL (".) FOR AP� __ . I i <br />. <br />I f i . I I I ,I AREA W/NO LIFE WETY S _ I I � ""` i I-*L;A,-- i - - __ 9 i <br />- <br />q / - I I 1 I __ I. REG" PAN LS W/ OR I __ LOCATION or LT-, (�EE NOTE I BELOW) 1 7- st."RAT"'. ; I'D _11II-a <br />. SAFETY PANEL - MAXIMUM A� APPLICABLE TO I - I - - TO GLASS � I - " i <br />I <br />. �!� , stm,oMs f & ..�::] i I ED; __ I 0 <br />t / 11 , - I I �& I L-="- L - -- - I W/O REGULARI'VILACKS DES" 14CON a TO-W MX- PANDRATE FEIWE 0 PANELWJE PLUS I IT- i IF -- I - I 1 1 .'� 1. I-- 11 <br />- To Io TO TO - 1 - L . <br />- ", �,"��'_��­-._'__L�­ ­ - 11 - __ LAST PANEL P PRESSURE CACA`DC TO To TO TO CG� - cowismoon" I 1, Dol I ED <br />ET ANCH. _, � �' �_ I . � _ E I To CINCID"I CONCRETE f ! I -- , . I W <br />' <br />� I � "� Z - SAFETY PANEL OPENING Emu CONCRETE 0�owmm CONCRETE ' CONCRETE "05�v� CONCRETE � wl, I 1. I __ I =3 <br />N <br />_ SCHEDULE ON . N t- - I I LT. Gj . INSTALLED AS mroto'-q, � ,,,CK _ OF INN SEE SHEVI 15 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS NYD WooD FRAME allLD", I I - - OR I <br />SHCv, .1 I OR QPT19N OR Lj� ALWAYS BE HANDLE M-K - - I MINIMUM ANCHOR SPACINGS AND MINSAAM ED" OIST� ARE INArATED ON "S SCNEGLAZ FOR I i --- I - <br />REDURED� 1. __ J1 F E SAFETY S, jr CV 6' N/A N/A N/A 6* N/A 6' N/A 6' N/A I 4, 2 (W) I I -0 <br />CONCRETE CONCRETE F "I ILE TO PAC A= T&"WENDED to, LESS IMAM MACA7ED ON SCHEDULE REDUCE ANCHOR SPA.V4 Rf MULTIPLYING SPACING � _1___ -9 <br />IS , <br />- - - :i I I - <br />A ­EY Aw-m , -I' - ­ TO BE INSTALLED OR REUDIVIED FROM ISSUE .65.0. -72.0 '. 7' 9. 9 . g. 9. . I (BOTTOM) V-O' OR ULS1 So"N ON SCHO Lr By THE FOUJOWING FACTURE. POR INK OPOIA!" TO BE POSSIBLE. I- ­ I i CO: I__ I -- k- C <br />(SEE ­ or STRUMPE 9- 9- 9' 9 REDUCED SPACING OBTAINED US04 FACTOR SMALL NOT HE LESS THAN WNWUM SPACING I � IL - - '_�, <br />Evert'.) --------- �+Lu - - ELEVAT19N - _6 N/A N/A N/A 1� - N/A C N/A '. N/A I & 2 MP) OWCAMO FOR EACH NoCROR TYPE AT ANCHORS A.CMilo, _ L - � 1 HOC,D P 0 <br />,,55�0 -72,0 � i � <br />WALL MQU SCALE 3/32--l' . 1. I " a" a" I .,- o � � 9 . 1. - 75�T iom, :`151-0, to 71-61 Ibv. I/O- 1/4'. 114-. 1/4'. 1 � 1� ", T, � ] � ­ i , L_ <br />NTINIG INSIALLADO WALL A 10 INUALLOO @ 1 1 ANCHICIR rot - .)" ­ .I ___ - I- � I � i � 11 � Wm PLATE <br />I <br />- SECTION 1 SCALE� 3/8' � I' - SECTION-- SCALEt 3/8' - I' N/A I N/A N/A $' N/A I 6' N/A I 6' N/A I & 2 ( ;;dBoo - .- ;�� FEMALE . *AoH_b� GALA -IN _ it �� ___ _ __ _ , I - 11 Rmuft-D - i I I <br />I -_ I I � I - j, " I m 0- <br />� � - ,-v a' I 6' ". _F_ 7- 7 _6^ To e,-a* w ANCHOR, Spow oll 3 5 3 3 2,/2 1 ; I I 1� <br />�, [ S' - fl <br />NffTM_E94_.UX,UrL't_WLOft,,VhNLL =DLM_tbS1AUAJJQA; 0 000" * " ,/" - - - I I _,;;A­u.zz_" I— 3 1 3 I, -4 11 � i I i , 0 a) <br />1­1�_ - <br />�� ­� <br />"�� - <br />"_4 3 ,/1 4 � , -_ � - \rl <br />- I , ��!j f 1�� f.,A <br />l LIFT SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) " ,_ GAP �� 19_kF"_�_. , ALTERNATIVE 4 <br />OR AS INTERIOR PANEL. (ANY PANEL LOCA3.10N IN BETWEEN END PANELS), ACRML FA UK WNW 0000 I rW " � 1� <br />L , <br />I I --- RITIUMED ��� � �C **1 ax mlalm� .11 V6 Pool <br />- <br />- <br />N ; U) <br />tin SAFM PANELS MAY OR MAY MDT BE INSTALLED ADMIC04T TO RT VAN PANELS __17_1 1 �_ _;�`O- sma�_� j�2--ZWLIWQ"Mw-mkw&M-Al-wnu-&�-Ll--- 1_u2-_- I 1/2' <br />-a ,- v � (,J/lr. zm, - rm.m'. � I ,/�' m 'm - I <br />� <br />(W/ OR W/O REGULAR TRALKS) SEE Mon 1) ­11 ­ ­_ - .1 _. -11,11 ____ __ _1 11 1. - I -.-- - - -1-11 i�l o/A,Qi,S/#, LOYA; BRAIM OLORANO W/ <br />04LQ I com . MID, 0 2r - I/e-ZD e Ss. " a .` OLC OR <br />AN r - w - - - I . - ILI � 1,0-P-20"PANELMATE FEMALE 0 OP WERNAIJIVE WOOD FRAME CONDITIONS & ANCHN LOCADON L. m <br />I AiAlim- ASO, �w I mw A� w - - 1 2 1/1* 1. - - - - ­ ­ .1 - �_ ­ I .w - �; <br />7APDON -IN I IWIN __"90h_ `JkY COMBINKTNO UIDIFIM IL t[L) � - - - � ___ If PANDUR"Ei AUJS & 6' Go IN 2 , IA � - 3jr . I- <br />, --I- CA16 . - ­­ � 11 w <br />PER tSSEET 2 OF DRAWING SCALE 3/32 PRESSIM W I" SCALE <br />Z LIFE � �- ILI P EL CONSISTS OF 0,039' GALVANIZED STSE], STORM PANEL AS - iliol Illo' OF � new - - APPLICABLE 10 L­­_ I - - 'Ir - - 1 , loo I - t' - �. � �� KNEIMATION 10 ,NG <br />SECTIO!A B-8 OES*N -!! SECTIONS # & 1000MUM PANEL . - _ __ I If <br />r N "' 4 1 <br />THIS _LF TSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF RATING f. . f I - OF 7"tAo �� elToNtz � PL4TE fn <br />STRUCTURE " �V ,�'. "WE SALITTER Tfl� Nof SHOWN TOR CLUITt " <br />--. LIFE AIASEDUIRES TOP TRACK TO BE COMPONENT (2),k BOTTOM TRACK TO 0"'I'%011.6141 ... +49.2 ­61.5 7'-b� OR LESS ,,-Q.­;y,E� ..--f-%, WALL M 'I01111001"f, <br />pI, TILLI,p, IZ,,, +52,8 -69.0 3� 3' A- e � 0 I*, <br />BE Cg 41, 2 (BOTTOM) 7'-6- OR LESS -UNTINQ IMALLAT-19 e,� k, <br />PER SHEET 2 OF THIS DRAM G, ......... , , ', j P, Tkjj,� ,I,, <br />o <br />,� ........... � <br />COMP(,j��j BE 011N. . �� ". _� -. I ,,�, <br />INSTALLED WALL ON FLOOR MOUNTED FOLLOWING SECTIONS I III ".1 , . �- - - +550 -72,0 2 1/2- 2 112- 4- 3 112- 2 (BOTTOM) 7'-6' OR LESS . ALTERNATIVE I ,p-�.-- ,ENS,c "-. w-, uj <br />_i!l . - i - = ; _ -* = SCALE, Aw - I* �� , *. =3 <br />1 & 2 ON SHEET 14- Z" . ... \, . Z . \>ir <br />2 ON THIS SHEET, AS WELL AS DETNLS -, v ,,EN s,- , -. - ,-- ,55.0 -72 III 2 1,1' 2 1/2' M) 7--s. TO = * . = s <br />. ^.. , FLORIDA BUILDING CODE (Kgh Velocity Hurricane Zone) _ NLA 2 (8 -, . .- z FLORIDA BUILDING CODE (High Velocity H. C,Irm, Zone) z FLORIDA BUILDING CODE Lffigh Velocity Hur Icone Zone), 2 <br />- : -, - S� _'Ill OTTO 8­0 __*� � - <br />4 MiT, LENGTH FOR COMPONENT 4D IS 1,S* z : No. .*= N/A r I - 2 (S 7'-6" TO V-78' 1.0% ZVI- . z � : No, . <br />� = - . - - <br />M.- ANCHOR SPACING FOR COMPONENT ODANCHORAGE AT SCIPOM r. C". ON z . I z �n TATI"Co. "K. I --,------ I 0710M) , , -1 . , oNI20 T11YEDD. INC, 20 GAGE GALVANIZED SM STORM PANEL TP . , =- `I`2lXI!0 TAM=1 WC, 20 CAGE GALVAN 11 8, < <br />SCHEDULES I & 2, SHEET 14 = 20 GAGE GALVANIZED STEEL STORM PANEL F.P - - 11� -. pzosvo�.� " * 1. rZED STEEL STORM PANEL - <br />� : * :'q: z DRAWN, 0`�_ BY! <br />ti *. . I I�a - ... jm� . � GRAIN I z <br />- .- <br />COMPONEW(E)UAY BE PERMANENT OR REMOVABLE- - 1. . il�, , I 11, P/W= I- ow"A'Alows ARE OHLY VALID For, WLMGS Wfrs ASV� DIEPON, volos UP 10 -,..O... S, EUr - :Q _- - _ 07/a/Im <br />­'. G_ 1p �­ GLOBAL PROTECTION PRODUCTS. LLC. 0,11: <br />. AAAM 1.0. <br />2- FOR NEW WOOD FRAME CONSTRUMN, WOOD MOADERS 10 BE SO "" �F� - . - - IWO SW1 0 SYCET - = <br />I L PNUME,. ",,, DAw_ FL 332II4 "SIC ­"-��­,--- aa!710 & EIRGINCERING COMAIANY 20-176 <br />6 SEE ViEET 4 FOR DE7AJL APPLICABLE TO THE NECESSITY FOR THE 111111-LAPON .1 (,, OIL01 I �,`, TILI-q-Tts"No A rmmwm- COMPANY N.L 2. W/ SPOCOIC DENSIV.DF,045 OR EQUAL ,,,;," 4A,s , �__� <br />EE DETALS F S, -�, - .. `111_�� ",I I. _\ GLOBAL PROTECTION PRODUCTS, LLC. MIE, -".51, -72LO W AND PANELS LENGTH LIP TO V-W. Ur-DRN �� Ft 0",_, *--- -, ITT <br />5 SE OR MISTAILiATION fNT.O WOOD FRAME BUILDINGS ON SHEET 15, , ____ Dom. 11 11 _.. / 11deco C. \ <br />/ IILIECO�.. \ GLOBAL PROTECTION PRODUCTS, LLC, w` "'. I ---- <br />I'll I.- 'If \ PAID 0. 5I STREET "'M ' / 4w S.Wl III STREET �_/, L-9 _9_��._!�___� <br />lIn.0-151S. FAX- (qmleft�sm 20-176 - - �=It,* -,=.",A ,l .I. 20-176 -, rMMNE 49 DOW. IL 4.Ulio <br />- SOMINA-15W 'Al, DRA)MM-11 <br />_ = I.- <br />104 "A"M, 'IN'"'- In, tn"N pol'i'l,", , -.I-,,-- -.1 < <br />SWER$ AT TRACKS INSTALLED ADJACENT AND BEYOND 110 STUCCO/Wom BANDS, ;, -,.B�.V`�P - 7- I/ , `M`- *4_750. FAX7 (OZ-)$"-Ml I ---I- - ITT I - <br />, "' ":_ I - I - ­ - - <br />CA-OOM7.0 - . - - - . - I - - - - tA-.*P,. - :_ - CA-LO011712 I"A"I'la .. <br />- - 1­1 --"I, , - GA"" , PC SEAL/90MrOSVONIM WALITS, . TILI,` 1k,.. PA � SHOT 16 Do 26 <br />0"'ER A TI. J, P P,f_ SE"OHMIUREIZATE P, _j <br />LE Tw �1. <br />I � - --A - L - - FLMW' V, I ,HI l ::d L, - L­ En �'__�_ - " a - I -.4-1. 1_ ___ __., __ __*=,� Jo -TOE I IT- I =_ - I - FFL.Ma6 Lk� S ­117 __ I I 0- <br />SHEET NO. <br />SH 1.1 <br />