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<br />� SCALE 114, - f, lim t BUILDINGS WITH A.S D. DESIGN LOADS UP 'TO +43.6,
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<br />1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.0, DESIGN LOADS ..:_�'4 12'-4' "-�� - ,
<br />� !� - 1, INSIALLATIONS ARE ONLY VALID FOR BIJILDINGS WIIH &$�D DESIGN LOADS 10, Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN . T -1
<br />- -,- FLORIDA BUILDING CODE (High Velocity HUrricone Zq PSF AND PANEL'S LENGTH UP TO W-W ;,�Ar�-`\\ & _--�- "Is WING CODE (High Velocity Hu tons Zone)l PINE NO. 2. W/ SPECIFIC DENS" OF 0155 OR EOUAL , . , mq- % IDA BUILDING CODE (High Velocity NUF cone Zone)
<br />*
<br />P TO 55�5, -724 �05;�SAND PANECS LENGTH UP TO 8'-B" , � zMe .. , ., �C,ENS, . FLORIDA BUI i FLOR
<br />T 'WOOD FRAME TIRUCTION� WOOD MEMBERS TO BE SOUTHERN ;
<br />2, FOR NEW , I . UP TO +S5.5, -72o �F
<br />PINE NO 2, W/ SPECIFIC DENS11Y DF O�55 OR EQUAL ,7 .1 . - .200, %n= ,mO. Fp, 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN f : : No. 16 -. sm 1*020 'OLIM0. NO, -, X : No _. r ODOM mlwo� � r1p
<br />- I No, 4167 ' 1 20 GAGE GALVANIZED STEEL STORM PANEL PINE NO. 2, wl SPECIFIC DENSITY OF 0-55 OR EQUAL = . .*= DRAW By F SECTIONS = ~1 OIL
<br />. 20 GAGE GALVANIZED STEEL STORM PANEL UM EW COMBINAMN = . :*= 20 GAGE GALVANIZED STEEL S70RM PANEL
<br />= . - DRaNN 8,. = ! 0 2 . . = - -
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<br />NQ-T-,-�-FRR-f,QMBW&MQN--QE-5ECLIQN-I: ,all. - __________, GLOBAL PROTECTION PRODUCTS, LLC. ' CAM. - - " . - ION PRODUCTS, LLC. " OtTE, COMBINED IN ANY WAY 70 SUIT AW - F7- -
<br />i� , E C 0 I mc � 1'� '_ 4800 &*� 51 STRUT iNSTALLATION� ,- , -. I't R%z , 01� -� / IMECO,... � ROD r.. 51 STRUT 20-176 .
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<br />111��* '11111f* . -i� � ,,o!P
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<br />INSTALLATION- -I,,,;, I SEV"-=aorAm - _�� INSTALLATION _,f,h+wAT,i ..,.,r `imll� , 114 ", -I � T��J� - w" orm I ""'Inismi0wi sFwsoNqUv./0Aw ���� i� � �� M--TT-*-r
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<br />- (SEE SCICDULE ON \ , ! '\.. AL ALTERNA
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<br />9 . , , I J, v I . I I I'Ll -I- I F I ' ' - - I - - SPACING SPACING � �
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<br />I I T I VA TE LOCATION � )UNJIN9 INS1 y I WOW,* Memom
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<br />I, -- Ji L I � AITERNATE LOCATION 4 am I
<br />- -, ." - � � LIN LJFE SAFETY PANO. I 5JKw4LAj___z_wy_vALL_ Wuqr-=QzQhkim�&-affaQw-W,�--u-��-I'ALr-, I FOR h". . f _4 -6-0
<br />// 11 � I � AREA W/Ho LIFE Sorry PANELS 1 (SEE NOTE 100LOW) - "o 11ZA""' 0�1�-,�K I - !- - K. I _T"I I 1, I
<br />- I � UPARAnOW
<br />, I
<br />1, � "' � 1 (&,S-- , - __ - _ LOCATION OF Ufr I
<br />I.., REGULAR PANELS III (A -- - -�L SWETY PANE't - MAXIMUM ASLA .PLC.AE 10 .6". -mv I r-r I 10 GLASS - - I - "I 1�__Tl
<br />F/ �"`L. 11 LL L I _ � - 1-11 L-4.1 - - - I ______ INPOON OF w-do, C"� ANNICIAM: FBIA11 0 FIANIUAW P" A MAIVVI PIRM I I I I ; ED, I I . 0
<br />... , W/O REGULAR TRACKS (SEE NOTE I DESIGN To - iv - -,a- SECTIONS f I I � I - I Eq -
<br /> .,,,��� � TO To CON,Rm To COMONITION Loam I- pq - � I i � �.
<br />CONCem A4C.M Y __ L"e� ___'�7__7 , , , '� /;,�,�, � � , , , .11' 1�111 BELOW) - LAI PANEL RRT� BE INSTAL= PRESSLAE ""I, CONCRETE Co'cim -=- CONCRETE CONER"'I I 0 i _. ,-,-.L _� (D :3
<br />(� WNEOPLE ON - el '.4 , ; . eL� I _. .1 --- I LIFE SAFETY PANEL OPENING $HILL HAT.4 (J,� BUICK OU)" OF THEM SEE SW 16 FOR AkCHORS TYPE k SPACJMC FW INSTALLATIO)ct INTO WOOD TRAM BULDAQ. I � I I - f
<br />SHUT 14) 1 i I,- pp .- . OPTION ,fl F ALWAYS BE PR�=W/ REARI HANDLE MINIMUM AMCW SPACINGS *0 MINArAt ED" OWANIC AM INDICATE0 ON Fitt Salakilf. FOR ED ��,, L ED I
<br />OCKA � I _W41r TION W '. N/A N/A N/A '. N/A 1. N/A I & 2 CIOP) '" , �
<br />I
<br />�, -.1 I- - - - to. LEW D INDCATED ON SCHEDULE REDUCE ANCHOR SPtCINO 91 UUft.RPLydKr SFACM i
<br />C-1. ZMA / L 0 FAC - - I I �� C -0
<br />TO BE INSTALLED 00 REMOVED FROM IMUDE .S5.0. -72.0 9. 5'-O' OR LESS SHOWN ON SCHEDULE By ?HE FOLLOWING FACTORS MAT TitiS OPERATION To BE POSSEBLL I _ ! I 11 ,�,
<br />CORICRETE A-c"Un-i -I'- ,;� PANEL01 & 114--_ OF STRUCTURE _ _w 7- 9' 9- r 9' 9. I (Wii-om) REDUCED SPACING OBT0440 USING FACTOR SHALL NOT BE LESS THMI NVOWAI SFxCRQ �, I— Eoi_
<br />(SU SCHEDULE ON -E.0, - ELEYARO - 6' N/A N/A N/A I " N/A ,� NIA. I & 2 (TOP) IRO'CAFTO MR EACH ANCHOR TYPE AT ANCHORS LEDENIL I_ __ I 1 1 A , . WOOD PLA"` 0
<br />�5&0 -72 9 - . 1 s- '. 1. �5'-O' TO 7'-B' Ilt'! -_ 1 � 4 � ;,_ 1; � I REQUIRED , I � I L_
<br />WALL MOUNT-ING INSIALLATIO WALL NO FLOOR MQUNTING INVALLAR0 SCALE 3/32--i - 9- 5 O' S * 7 1/2' 1 (BOTTOM) AVG" TIRE _ -1 ... v4i.-I. i/e. Ile. I 1/4'. � I WOW "n T
<br />S' l N/A I- e I .. I Or . I,wj J�r . - _!Tt R�_ JAMELAW - __ � - \ - A 0-
<br />/.I* mca,_ N/A I Nj,. I N/1 I I . __�a �_ rummu: 0 . T .AD- 'I .! il I - I ____� I I I i� I
<br />=_J1EQmQtu SC&S,., 3/8- - I- - SECTIQN 2 SCALE: 116" - t' - 00-9) �55,0 -72-0 -!i- -5 TO V-81 W. .-Aw Ism" (h) , , 3 a 2 f/t m
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<br />7 LIFE SoM STORM PANEL CAN BE LOCATED AS AN END PANEL MW OR LAST PANEL) W. 0 a)
<br />Or AmK TA "m mumm F$CM .. I -
<br />OR AS AN INTERIOR PANEL- fANY PANEL LOCATION IN BETWEEN ENS PAN")- . . I L XK1. LAO SCAM a 61 D.C. W/ 1 112�
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADMCtNT 70 REGU'.kR PANELS 08 /m -NOTE 1) - _V-t-,,_�-f: .nbmL%_�1_2_J&w__f�_6LJ=Q- -1 "' - K 1(2 - - - - - I THRE,m PE,Em,m OR 0 U)
<br />SEE Rant I) - L - -- ' -'/r-- - I -- - ' - . - - '- - -_ -
<br />or 2 in* __ __ - - _204 "`
<br />5/8- W Flat MP OF AMAO IPSE A MUO 0 Y IAO, MW TW I - _____1___eG____ i"4111L.5/8' LONG -
<br />WV14UM klo �S[ I OOMD 0 - - __ 0 __ - -I--.-.- L __ /*IV , ". u O�I=al ALIERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCALT cu
<br />2. LIFE S4 � a ALVAMZED STEEL S DESIGN TAPCON QVIN IAWM SECTIONS & MUM PANEL 3* _ -__ _- - - 1 Tie-m = OR -ION L.
<br />(w/ OR WIG REGULAR TRACKS.) _7
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<br />TCRY PANEL AS SECTION B-8 _,:.__ __I t - -"d` FAHEUwAIE ft� 0 6' O.0 W/ I In* W�, SatuL 3/e - I-
<br />ED - xuy CO SIR no, LENGTH "L" (m) " W"I"I'" - __ " _ __ _ ViTREADED FERETRATION 10 EAOSIKIG WOOD
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<br />ep�IPANEL C NSTSTS OF 0.039' r ,A,4wINRIIM
<br />PER I SHEET 2 Or DRAWING, SCALE .�/32'-I* PRCMRE TO TO OF ITZ " Tj,L41 � NOTE %.Mm TRACKS NOT SIA:M,N 10. CLARITY fn
<br />THiS ITSELF 'O BE REMOVED OR WSTALLED FROM THE INSiDE OF .52!uj_-__v- m2m COMPOCT Co-wilm . CONCRETE L.
<br />STRUCTURE. I"01!;�,� n: ....... -
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<br />- ,"\�, 74�Lll�, . .
<br />TRACX M 01"'0141100"", +49,2 -61.5 - 3& r 4 1/2' 4 1/2- 2 Oaartw) 7�6' OR LESS "' ...'� ENj� %% WA I MQUNTING IN LATION � TILL/,;A W,
<br />,*4,
<br />J. LIFE SAFETY PAN TILLIt +52S -SALO ". ! 1110m) �*_61 OR LESS 1L .
<br />T# REQUIRES TOP TWA TO BE COMPONENT (Z) & BOTTOM "ge _i:____.!:___i�_!:__._ I (90 64�� \ uj
<br />S ,�?,;,, NN i AUERNATIVE JW -!$�
<br />' MWNG � ........ ;p �� � .
<br />E7 1 .�,�� 3 I/2' Lm No, 44167 .
<br />Ef � .- - 2 1/2' ,9 I/2, 4� � 2 (BOTTOM) 7'-V OR LESS fi*` t S .
<br />ISIS I = .. So. 31e � I' =
<br />FIE COMRORE . A ME
<br />rOMPOREMMAVAI)EIN AHU -O INOLLF THRI FLOOR MOUNTE FOLLOWING SECTIONS I & - - +W-0 72.�. - --- - ,
<br />S I ,*5
<br />2 ON THIS Er, AS WELL AS DETAILS I & 2 ON SHEET 914- iW-""t1`1,St ". . %, +Sm -12- 2 1/2' 1 1/2- I N/A g N/A 5, To 01-0, -!*, * ..- .'.. ,
<br />�i . , 0 ' "_ _ : _t 2 (80TIOM) -� FLORIDA BUILDING Z" : T S FLORIDA BUILDING CODE (High Yelocily Hur cone Zone)
<br />, = ty Hu cone Zono)l F - ' - -_ - -_ I CODE (High Velocity Hur Icons Zone), Z .
<br />4- M�� LENGTH FOR COMPONENTOIS 15'. __ . � - FLORIDA BUILDING CODE (High Vol.tl - �Ijffm_-- . . I = : No- - .
<br />IHOR SPACING FOR COMPONIEN7 VANCHORAGE AT BQFOM is C;r - , 140 - �w 1"Tum d< __ Lac -72.of N/A M/A I 3* r 2 . , rp . . = .nw "In=. W_ 1p
<br />Max- AN, VCN ON � .. - :*= F., _ . ...... L taxr?o mnyo. - <
<br />SCHEDULES I & 2. SHEET 14, 20 GAGE GALVANIZED STEEL STORM PANEL p ,�` .. 20 GAGE GALVANIZED SM STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL
<br />* .., 1 DIMON IF,, .. i'LoRM.., 0KNO" in: = *'t CRAM4 W.
<br />COMPORENT(E)MAY BE PERMANENT OR REMOVABLE 1 **� . -- -_ -_ . . owl) .,- - mm. � S, OF .--* 11 f - ;7
<br />� '. ATE Qp �- � e xx "/"/I= Vz � 1. OCSTALIAM ARE O.Ly VALID MR W `NGS WITH A-S.0- OCSG. ��_ UP TO - 6'... It A, W___ __ � �_ __ _- - - � \ GLOBAL PROTECTIO DAIE
<br />, . � I '. ' \ GLOBAL PROTECTION PRODUCTSK I.I.C. d`/B"" Lt ""
<br />�. - _� , GLOBAL PROTECTION PRODUCTS, LLC. Ax`E �111,. _____ 7- � DATE, +1553, -72 0 W AND VN"S LDVTn UP TO W-8'. ---� pt R,rj N PRODUCTS. LLC.
<br />5, SEE DETAILS FOR INSTALLATION NTO WOOD FRAME BUILDINGS ON SHEET 15�� .. Ill. ;�____ 11 L 1E C 0 Imc. - / 11LIECOINC tBOO S.., 5Z-1 , A&- - - / ILTECOlue. \ ASDO Sm. 51 $am - - z
<br />. ..r , �r z t4do S.-- �I STRUT I FOR NEW WOOD FRAME CO,45TRUCnant, WOOD 411ONJIS TO HE SWTHERN . , � T
<br />P#,c #,. Z */ SPECIFIC DENSITY Of 0.55 OR ZDUAL_ ! a ENOTIUMN" COMPANY DAMFL 3XII.
<br />- _ .1-1.1 - � --- - -MI
<br />1 - N.)OAe-& FAX: (W)OO-711 - mak-ex.ft I Ma. P,�, (OU)SOO-1511, FAX. (&%)M -176
<br />, Pa�.r ..W� JaA4)6"-ml� to: (guIssa- - it 11 '_ , '� 20
<br />6 SEE SHEET 4 FOR DETAIL APPLICAULC TO THE NECESSITY 'OR --HE INSTALLATION OF 0� � - - Tw O.K. 11 XQ14 TLLR TESIFIN A, VIONOURINO COMPANY Cx`v_ FL 20-176 _1Z W1, A"d �, Tuff TERW
<br />SPACM 4 � �0� "a 4w, 20-176 - - - . `.% - � , ". .-W, "t, ff"AI ,,! � . " . - !v) <
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<br />(NSTAUXO ADJACENT AND BEYOND TO STLICCO/WDOO BANDS .1. I'M' - - M I =-,-,I" - - - PaP, . = " - I M,. I Aa- I- ORata" Nd - "=.1,,A -
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