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I: DETAIL 2 <br />I � - � <br />k I " it, I ;;19.=_) <br />!, <br />� - , it ) MULLION ZVff&= <br />- - �--,---�; MR, kdlljoN REQUIRED - <br />i <br />[ <br />I- ,--,: : � - sp- (n ) -_ TL1K .u­(5. - <br />I ___� <br />/ I f,"t ,K`HUKA� " , C-15, 2'. 3, . 1/6' i <br />, 11 I . - .. <br />C_____ 0, I I poowww i #04, <br />I " T_mx;Uw _._1 -8' 2'. IT . 1/6' I `PRIER A:..!�17,x, <br />L--J?- <br />� > 4'-6' TO � <br />... , <br />v/ , ."k. <br />I'll -.L;--) � .. P - 1. -12. .., 2' . 5^ . 1/8'. I �CEIV& --..:? - <br />,.- > 5 -8, To a -IQ' " I <br />"I' k /?. <br />� _� 2� x 4• o 1 f4T . <br />= � OT/ <br />, -, ------w __ - 3, . . - - <br />I =*: <br />I <br />2 : It, .: * <br />. 4 . . FLORIDA BUILDING CODE (High Voiocity Hurricane Zone) <br />S - - . - - T <br />v4VQFP. 'AS D72DOE1,Tf PRESSURE R"C <br />tM . T <br />.. MINIMUM ',USE'S D.ENS-01 SHALL BE ORIENTED . I � - T.1 <br />SECTION I PARALLEL To STORM PANELS LENGTH I ... .."top ...* . - i 20 GAGE GALVANIZED STEEL STORM PANEL I OR� , <br />- <br />- <br />SCALE 3/8-1* __ I - '��'.. ­.."., � j wmmv. <br />I- w <br />- - GLOBAL PROTECTION PRODUCTS. LIA;. 0,11, <br />. I, " 11 U \ \ <br />L ECO <br />- ,. . INC. MKK, & � $, sittitrl <br />WE MUIWON CAN �Sa K INSTALLED R/0 STORM PANELS ON I I I / - <br />, , ­v �� IT, W�w a EKa,I,vE. w cow- IIAME,,� wl. <br />� 80700I SO THAI IT IS LOCATED AT TOP OR SOTIOV OF OPENING " v 20-176 <br />��� .!L, - - -_ . .1. - (_,__�', - <br />TONE PANEL OPENING, W/ TUBE TOP * BOTTOM) I I - 1_­�1�1_11"*­_­ <br />I1_=;;1_.11 I - -� <br />__ <br />� r SE1LZ5X1NA11IK/- ff-I _F27.1 <br />I -� <br />I I <br />INSTALLATION DETAILS FOR REGULAR PANELS,J) A :ib <br />INTO EXISTING WOOD STRUCTURES <br />- :r, - .Paw . 1. -11 - - - ='Z` I <br />=,�= -, - --.,/I'--- - - 1-1 - - I,- - _. I., <br />r � _;:_� - I I --/-- <br />. --- I . I/ f__ -_ � I 0- - - - <br />I � i ; I I r I <br />" � - -- <br />I � ----��­ I ; ­�__. e., ., :i"__ . - V . t . <br />I I " - - `c.p."`_ ; i ­­ (MIJ - . =� - - <br />�__ , / j -g.-. V - IT_ - -,-, - - - r- ,- . "' - - - � I / <br />I . r_A - - -, �- - ,--4 1 <br />I 0,.,=.-. <br />I , I T 1 /--e- <br />I I j / j .g.- ,_ � 11',/// <br />, 1, 1:1 Q2- I C21 I =X.�,_- , - <br />til"" � <br />� 1; <br />, <br />-I& � . <br />I . ____ --I I I I/ <br />I I - _. �' I, I _m M_ , <br />P 4=4-� "Jl -111, <br />� 1i � <br />I" <br />, : 'm , - <br />'m , -S 1 i <br />- 4ZAI � <br />I =.Yl. <br />! , ; - <br />I 1 I I 1.*- � I I I ,;� 2=_ - i <br />! I , i I I � . - - , I I ; j i I i I _�_ I i ,K.r-11 J I <br />I - . � I <br />i I � t - I I , __.- i - * 11 11" 11 I <br />.,: 1 ! <br />I � I I . - - .- � I <br />; <br />_Lj / � --- : � �,__�, --11.-; I I 11 ----(T4- -I a <br />I i _1 -_ . ! r �___ I ,_1 <br />I / 9 <br />I �=_ <br />II.- <br />I i I i <br />II I/ I . " .1- i IN i - ;w = L.*.--.W- - <br />� � z - <br />L-be I I <br />`-Rw- <br />7 <br />� I - <br />Awn � ; i : � I <br />i __ -0-) - I <br />! <br />= 1 " ; - I— - __ <br />: v : : I - I <br />- - � i m -Ar _.. Z.- . : - - � <br />- @ ; - I . x1v . �� - . �� ! - - v ! - i <br />� __. <br />P I . � 1� I ,, I : � q,�, <br />- � - - : 5 i - vmiv�t <br />; -Lk- _1_�_]_ -A- - - ( A- I . - . ; <br />i - - I - . K­ . <br />i - i -r- � 1v ,; - I <br />i --A. '- <br />- -_ <br />- - ! ' � <br />- ,p,c­.- ) <br />__ . - . - - . I I <br />I r- - : j <br />- - I - <br />� IT, � <br />: - i i =_ ' 3, i WALL MIDUNTI i A I <br />. - ' i <br />- 9 <br />: I . I I INSTALLATION - ALTERNATIVE 3W I ;z•-V.. <br />i I I . - : I <br />- -A... 11 <br />I <br />__ : <br />I 41%!4, I <br />SCALE: 1/-' - 1, . J fl%1- � i - - - , - i I <br />� Al -A - :� i ; <br />_ __ -• ,, <br />- ____4 ___�_ - 6i �_L I t 14.-..;----j�' ; I <br />- ! , <br />-_ I _ , I <br />, <br />T I 'ff <br />.___ , ; <br />I I 1 1 L I .11 I <br />I 1 <br />� .;,.r:_ . I I 1111- <br />BUILD -OUT IMC11LINTING I - L-=-..­ ; �, <br />., -- � ­ �_,_ <br />t, <br />� <br />., <br />INSTALLATION - ALTERNATIVE IW � ./, - - -_ i -, "-.;= - <br />- <br />�, - -1 <br />I � . <br />SCALE: 1/4* - I' . f <br />_L.L___j - <br />CEILING & FLOOR MOUNTING X"- &_ FLOOR_ MOUNTING <br />INSTALLATION - ALTERNATIVE 4W INSTALLATIONS - ALTERNATIVE SW <br />WALL MOUNTING(SECT" AT TOP IS UMITED TO .55.5-67.0 MAX. SCALE: 7/4" - I' <br />INSTALLATION - ALTERNATIVE 2 AS-D. DESIGN PRESSURE RATING) <br />WALL 1/4- - I- SCALE, 1/4- - I- <br />,,-�� , <br />_ , <br />= -.41 I - , -__,.I <br />-.1 I <br />r- - <br />i I I <br />- . <br />I I <br />. i - ----4 - - - - - - <br />gxx- --- NO <br />� 1 -4- <br />FLOOR MOUNTING <br />INSTALLATION - SIECMN MAW <br />NOTES: � ...... I. Mj,, , SCALE: 1/4' - I* <br />: .. i <br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D DESIGN LOADS .... <br />.. *' . <br />. .. <br />Up 70 455.5, -72.0 AND PANELS LENGTH UP TO 8'-B' .* E FLORIDA BUILDING CODE Velocity Hur icon* Zone) <br />ps' ,-.. . I (High <br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO RE iOL"HERN Z, 11" <br />1 <br />P14E NO 2. W/ SPECIFIC DENSITY OF 0 55 OR EQUAL z <br />--- ,IHoO ­�. McW 20 E GALVANIZED STEEL STORM PANEL .111 � &I <br />_5 .-: No. 7 - <br />= . <br />- = i ,�---- -:'v�� _1r_ - 11 -.7/m/m. <br />N"T FQ13_CQMBM_Rft OF SUTILIlil I I �. 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I � I ALTERNATE LOCATION <br />I , I ON LIFE WrrY PANEL -- <br />. �z / i � I AREA �/NO I IFE SAFETY PANELS LOCAMN OF LjFE (SEE NOTE IBELO.) <br />C_ � REGULAR PANELS */ OR <br />I j .1 . - : . - - SAFET, PANEL -- <br />� � <br />I I i __"J_� W/O REGULAR TRACKS (SEE NOTE i <br />- ­_ -I\, . RE LOW) * LAST PAWL Of NSTKLEV AS <br />Co 'IRS <br />K`4c� <br />,=lE 11 Sy Q�RLO <br />�, el I i I LIFE SAFETY PAWL ORE._ S,�j <br />R SCHE� ON ­ . "" 0 . s,,me OR L,J�E SA�ETY STORM &-IS BE P" I PT.ro" <br />-4) ,�JD - - 0 <br />=71. -1 <br />�V -m � - 11 - (AT co��) 10 FAC.,allr ,,m <br />INSIALL <br />�. tOU"Il , , TO BE 'ED 00 R06KNED FROM SISKIE <br />- - <br />J <br />�� KNC`0� Sl <br />j , OF 1111.00VRE <br />(SIDE SCHEDULE ON- ku - <br />� I.) ELEVATION <br />WALL MOUNTING INSTALLATION WALL A [NO INSTALLATIO SCALE 3132--1' <br />- - <br />- - <br />- SECTION I SCALE 3/8- . IT - SECTION 2 SCALE 3/0' - I- ©0- `4) (�- ri� - I,.- .. -, - <br />J-1- <br />" 1 \ (AP if <br />14 <br />NQ7a.Ch(__U1.SAFC_: JST�-P&K- S-STLY, INSL-LAT):N , L= <br />L <br />";k-/- '_11__�__ ":7N__/__ \_/_ "_y__1__j' <br />- <br />I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (rIRS- OR ,-AST PANEL, �jr " � - <br />4,E.. . . OR AS AN INTERIOR PANEL (ANY PANEL LOrA-," N BETWEEN [N� PANELS). (._I I., ... .. <br />. <br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADACENT TO. AFGU_AR PANELS WE �.. ') , M, Is <br />SEE Nan 1) <br />(W1 OR WIO REGULAR TRACKS,) <br />2 LIFE S S CONSISTS OF 0039' GALVANIZED STEEL. STORM PANEL AS SECTION 8-8 <br />PANEL <br />COMP <br />PER SHEET 2 OF <br />ONENT <br />PONE76 DRAWING SCALE 3/32--l' <br />THIS PANEL ALLOWS �ESF,F 10 BE RUMCIAD OR INSIALLED FROM THE %Slnf Of <br />STRUCTURE <br />REQUIRES TOP TRACK""I"1101.0 ..... <br />3 LIFE 5AFErf P BE COMPONENTQ& got,010 rWw T 4 <br />K I To ., ?, N - N <br />,,, - Ito <br />AS PER SHEET 2 OF THIS DRAWING <br />BE COMPONiNf <br />, '111:�� ........... 4 <br />COMPONENT BE INSTALLED *ALL OR FLOOR MOUNTED ICI,-OWNG SECTIONS I " " <br />- <br />2 ON THIS SHEI77, AS WELL AS DETA,$LS I & 2 ON SHEET I. zj�r.-- \1�,mSqe -.. . \ <br />v <br />- <br />` FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1 <br />f14 4 ;3 <br />4. M� LEACH FOR COMPONENT®6 6 I s� m : %0. - <br />z - -1 - TIL�. � <br />M . <br />- Ma,- ANCHOR SPACING FOR COMPONE;47 0 ANCHORACE AT BOT-Ow 6 GrVEN ON = , . 20 GAGE GALVANIZED STEEL STORM PANEL <br />- * : i 11 <br />SCHEDULES j& 2 SHEET 14 = 07 I <br />COMPONENT MAY' BE PER"4LNT OR REWONABLE __ * . - . CAMR, w <br />- .. ,5 ATE Gr _.�11 ---.I- . -_ _. <br />- . I '. .,nmt/� <br />- i:- _�--=, __ - <br />PRODUCTS <br />I i� _� .. - •- - . , GLOBAL PROTECTION , I.W. .`E <br />5 91( DETAILS TOP INSTALLATION INTO WOOD FRAME BUILDINGS ON SHE?'� I I L I E C 0,.. <br />5 '_ <br />�ol;%Q.,_-' I MtPt) S. 11 STREET <br />0� .... ..... �'e.,--- 11 . <br />,,, <br />IT .. W-4�-1--l", L `^"`E , �' <br />6 SEE SHEET . FOR DETAIL APPLIC.91[ TO THE NECESSMI 'OR THE ISTALLAT ON 01 " -^ , - nUUT rEFI . ,UN0`wm`e.Q CO. <br />ONN i,�, - - __ - - t-MIR-5, 1. (".16"_", 20-176 <br />111111z�. 1;r11=r__1.71". <br />, <br />SPACERS AT TRACKS INSTALLED ADU.CENT AND BEYOND TO S11I,CCD/WOCD BAN �I= <br />OS .MtL - -.I - � - 01tonK, � <br />CA-1. <br />Pt SE-4SK`N`I`UR`1°T` %AtTTR A 1UP . RE I - 11-11 In I 11,4111 It CT 26 <br />11011110, ! i --_ <br />- - <br />I I <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (2.2-f.) AND CORRESPONDING <br />MAXIMUM PANEL LENGTH "C SCHEDULE <br />(VALID ONLY FOR RANELs3 &(�) INSTALLATIONS As PER sEcnoNs i rmRu to, ON swtcrrs 4. s & 6) <br />-SIG- IS D 1 - PA7CL UNGITO I MRAM,,M � 7 �, <br />AI D <br />n A,t, IfKKAKE a= <br />I 00-71ION i W W <br />-T.sl 01 THEM <br />. . <br />1 <br />• 555 5. -720 � 7 -5' OR LESS , 2 !/** I UNBOLTED I I TWRUIA I <br />--.f--______ - -t-- ------T---.--- - - <br />, "S -720 ,I -5, rr w-ft, W. 2 3/4* ; UNBOLTED I IHRU 5 . 7 <br />- , , , - - ------- _I-_ ___ <br />-55.0. -12.0 ;." ­- ,a 1v-2- ..., 11 2 qv , . so �7 n mm It <br />1 011IMS � <br />. - - ' - - - - --- <br />- ­�� 0 11 12 -_-'m_,_[1S� 1 1/2- 1 , 11�71%� � a. a * To . <br />- BOLI ./ Vl'._�I* 5� ws & eINCMv, A, a. & ..I. 7 ,.., <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (P.m.f.) AND CORRESPONDING MAXIMUM ANCHOR <br />SPACING SCHEDULE FOR REGULAR STORM PANELS j:; & ,f&' INSTALLATIONS <br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES <br />(MUD ONLY MR PANELS Ole, @ INSTALLATIONS AS PER SECTIONS I n1RU 7. ON SHEETS 4 & 5) <br />- -_ <br />I <br />_4A,. Aso UACWL10 ANCHM W-c raK CO - 3 1/2* - <br />DES, � ____ JR�,E�.S � -stm=1 I __. PANU <br />- TAPC04 7 - _aw-_,mi - - - - 0I,L,­ PAHEU,An ,low,f 0 <br />-muRf - -� - - v- I 11 - _T. __TT___ --- ­TO­--7--W--j AN, comitaMITIa, LEW.� %* (�) <br />IUYING (W) to -K,ttr,t j -IT , _m lb� '. __ 1 C."m TO �_ � 1 � m CoNCPETF i � I o; THEM <br />B... j i � BLOCK 1 � ft� __ <br />0 . j ./. - � N/A 6* 1 ./. 6' 1 ./, E. ! -M , (TOP) I <br />­------- - ____L_ ------, <br />6, 5* ./A N/A . , 6, .- ;; a . 1 v <br />, I � <br />- - 1_1__1__I -, <br />:-1 - N/A J- - : I N/A 2 tl�l <br />.. ; .;A I .,A , . I 6' : -/- 6* j �/A <br />. -----. .___­F ---- ­- - - <br />6' W. ./. , t- --- - -- -- ----. <br />1 �/A , o' . m/. 5" : �/. ./. 2 (1101W) <br />- -_ --- _ <br />A ; I/A I ,/. 6- ; ./, " I ./ ' __ 3 & 4 f7w) ­$' ON ,m <br />-56t -1�0 - T , <br />--,/, �- "-------- <br />II, �/� t �/A I (BOTTOM) <br />--- - t - ____ I- - - - - L_ - __ ­e- - I 6'-- <br />T_ --- __ -.-- <br />- .. ./A ' ./� I/A I ", �/A H/A I 6' �/� I COP) I <br />_+ __t__ -F-.- <br />- <br />: e --- <br />- . '. 15, I 8, I 6* I . <br />6 . , �/A . : ! .- F.. , <br />- .1�­_ - 11, � �__F_i__­ (BOTTOW) <br />I , "� I ".. <br />./. 7 ./� 1 12 112- 5 1/4- � '2 1/7' � 9 /A' a 1/4' <br />I /,� _ i , "' 1 5 uw/90m.) I <br />W SHUM 10 11 FDA AAC"M FIRE A VADYC FOR INV�� �0 WOW �TRAMF SuLDNID <br />- ANCHOR SPACNpS AND 00NMV� MOE DWAICE ARE INDICATED � THS IcHIF=E rM CD _ESS <br />� INDICATED � 9010k,il MR E ,MAtf,OR SPAC.0 81 .1TPI.YINOI VhC.1 � � X,IEO,� V <br />THE '�ULDMNG 11FO1" " THIS OPERATION TO K -MWU, .EDXED SPAC.4 Offr-M �G FACTOR <br />� W1 K � - - '1� fk�'M - UIcP �� - AT -Rs Lo�[�� <br />- - <br />I ... M10411"NI <br />IRROOR - "`.`Q.m - <br />- __ - iio MIRUE I " __ __ 11�� /'�"11!�k <br />e.*'I, �J!41 <br />_!�_�� ,� 1.) I - I - I , 2 'n I I-- !�,; - - - `... <br />---- -41) I , <br />I ­­ , ,_0 <br />- Z'1* .. ,�c N S" •� i's FLORIDA BUILDING CODE (HT2h Velocity Hurricane Zone) <br />- <br />ROM FA 111M I f1cm z : � �1100. - <br />I i . No. .4167 .. I 20 GAGE GALVANIZED <br />I 1/1. - I I - - - 1 III, . k . -, * i -_ _'. "I . m/n/­tIt <br />'- __..�-- <br />�� - _-� <br />- <br />11 1 -�O* STAT OF - - .'- � -- . I B LLC. IMM <br />1.100�,-- ,rimlop-. t� Le, <br />. , . --1 .- I MICKIS. 51 IFIREIT <br />�,, 4,31 ..... ...... , _. n. =I. 20-176 <br />�e� -4- . - - - . .1. � (�)M-�. 1. (_)IM-11t, <br />I- <br />t,,,_ - �_-­ <br />��.,,..E,. ------- - - - I- K� ' <br />"11111,1Z.1t .I.A.k., , -- - __ iN . I 1 - <br />I , - i�� . . I.. <br />I 1 1 � __11 <br />I :�T_ I - I - _-!_ - -�- <br />IIQAS INTO WOOD FRAME BUILEMM; <br />ANCHO <br />maf - <br />ED UMS IIIAI, IN04CKED <br />SPKC,,,K; <br />SNOA <br />apEeArlae TO BE Passe,t, <br />PIDUOM S",Cw orA,Nm v5w FACTOR SHALL NOT K LESS <br />.- SPACRIG <br />NO'CArED FOR Im" wmOq "'RE <br />ANCIORS LECm <br />ANICHIIIII <br />,/.,. I ,/1'. 1 ,/4'. 1/4-. ,/.-. <br />- <br />I "mu-n - - <br />.------ - . I .�v " <br />- A,Io <br />In <br />- <br />- <br />ACRIL LIX Oxxit amomm FAC1,11101 - <br />- <br />%1.n" 1. I. I, - T,-. F--1 <br />, 3 11r - - . .. <br />,/: <br />I <br />I :/,I' .D . 5/5- 1OAc 9� BOSH114 R/ INSTALLATION DETAILS FOR REGULAR PANELS lJ, & fj� <br />/ -m-2w- 56 .S . 6,/.- 0` � <br />-- <br />- -��-'•__7 - P-Me LFhCr'G (W TO 5'-O* AND 6 ,%/4�*,O.0 INTO EXISTING WOOD STRUCTURES <br />i FOR �m UP To 5-01 w - t, Q <br />, INNOAATE 11DOLE <br />I O W 'A'CL"TE �` 0 - T� _­----'�---I . <br />� . _1 12 1/2' 0 C. � 1 1/2' hiom r.'IFAOED <br />I PENETRATION To HEADER FOR ki � � I ! <br />i- -- _`1 -• MR, ­-. - ,p,QW; . " � ; 1 <br />, I � 1 �___�__ i I I � ,.,a;= . ��" <br />. � k4= I : I `K00 HI�AQTA I <br />� I I ,E r - -I---- i <br />I I - � � I I <br />,� r __ - -_ ,/. _. - mn �_ I E <br />I I W/ 7e�132' <br />I _Q <br />. � i i I i -I- - --- v , I 1 _ 'WgiiiBiii� 0 = I I I <br />, t I __ - . <br />� 1 1 1 ! ; I I. 111- -- I <br />L I --I _f1 ; <br />: LA : I _�_ -, to: <br />I - j - 1 <br />i ; ji"I 1_�-, r . � C ,,, , I <br />I <br />, - i : I 1-1 - . <br />; <br />: lrz 4L�_ FFr----- <br />I tL\ <br />_� _\ ! . I r I <br />• .VuRKP � -, ", - 1, I I . <br />,IKICK, -- - I ! " I ; <br />L I � .� I I I I <br />i : i - ;mzl- _� 1. <br />w0IRRID <br />: - " r <br />: i;; 1 _� I I 9 -4. -4- <br />_____ -1 _- 1, J i : 1, - i <br />; ALTERNATIVE I ALTERNATIVE 2 <br />- � . <br />_1 - I- - ---. --- - - I--, A � SCAIF 3/0:0 SCALE 3/8- 1 - <br />I f -- - ... I - - - - -_ <br />11E 1C*0ULf I ' I UE,W� . �Iw A I i I i I : <br />I I - OR - SEPARAII -1 . <br />� 5.107 a I 10 GLASS � � :Z.;M1 1 : <br />- FOR - 1 I � �_ I 1 : . <br />WARAT.O. ! i 101.0 I L <br />�� <br />-, I -_ 1 1______, <br />1 ! _ __� I EQ' I - I ! <br />. . I I - - I ro : ! - EC I <br />! I I ==�E4 <br />! - -------- � I I I {____ � 1 ; T f <br />__ ' OK I <br />I L <br />I r- .---. i I " <br />[a I -11 I - �-- � i . - - EG I.-----: q <br />- - TI-1 <br />. I I � I __ ) Eat 7 7_� 1 1 � 1/2- _707�__ . , <br />: . . i I I -- <br />0; r- . 'I . " z __7'.w __� i I " i i - <br />� <br />I , I 4% , � - I",KR � I 1 <br />1 1 1/., I a . 5/6' - BRASS 911S,RNG I : ,% I ft� I <br />: I - W1 !/4'f-2Iu2* SSWUS 0 - C I . "I - '�*r 4 _I i 1 <br />5 %2/4 -4 ��. i1% .A, - 4. <br />i " � U0.9" m - - . ) - <br />I i 1/1' OC MR LEHIFTHS UP TO 8'-B' Mn. : ; '_ <br />ir.4' PLAN I DR J14- 1 0 P-E U � 4D CA I <br />KVURrD � �.rl 1US * 12 1,n- . � - I I i ! ;/.T. - � . .�O. . <br />. , " n- - ,HmtADvD -4 ALTERNATIVE M ALTERNATIVE 4W <br />� � � In' %� 11TREADE. P �11- ' 2'.-* �'E � � . - <br />I wo,RaTI� or E� wODO PLAY � - � - SCALE 3/a." SCALE 3/8., <br />; � - LENGTHS IJP m 8 5, - •. .eo,,Af. ; i <br />I <br />_L__4 ; : ! ALTERNATIVE WOOD FRAME <br />I I - : I CONDITIONS & ANCHOR LOCATIONS <br />DIRECT MOUNTING INSTALLATIONBUILD-OUT mou h NOTE S.UrFR TRACKS NOT SHOWN FOR CLARITY <br />ALTERNATIVE ALTERNATIVE TW <br />SCALE 3/8-1- SCALE 3/0- <br />NOTES: %0,011771 14%4, <br />elfl� � * ... 11�`L/112114: <br />I. INSTALLATIONS ARE ONLY VALI�l FOR BUILDINGS W.TH AS,D DESIGN LOADS . <br />UP TO ,S5,5, -720 PSF AND PANEL'S LENGTH UP TO 8*-8* ,��-�'.-`,*,r,E Sj`7 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) <br />. . I- <br />2. FOR NEW WOOD FRAME CONSTRUCTION.*DOD MEMBERS TO BE SOUTHERN Z : . _ * N <br />z : . z 20 GAGE GALVANIZED STEEL STORM PANEL PINE NO. 2. W/ SPFCInC DENSITY OF 055 OR EQUAL. = t4o. 16 *. % -� mwc.. - <br />. : * z _�: . <br />- <br />= i-:-- <br />l:21:t C I <br />- 1.OE'` <br />. - - -it - - - I - I GLOBAL PROTECTION PRODUCTS, LLC. '/ <br />IL Z1. - - <br />, - .- , , <br />- ; <br />f . . . , <br />N2m_fQ&mMa1mmtC_QE_U1��L,1ti5 s ..... $, I Ir, el,fc - 11 IILIECOIHC� -_ <br />,'rmo��;, I MIDD&. b, STIECT <br />TOP & BOTTOM MOUNTINGS CAN BE 06�>.� ,rk Rya . ;A":,�,,, � <br />COMBINED IN 4 , '"IT TE_. 4 2=1w=�="Y! ��, I- "_� I '.n,,,,,M,He­ 1 20-176 <br />iiL <br />ANY WAY '() SUIT AN, - )�m - . <br />- (_P;­_ - oRn--, <br />-""-"- i I - - I -A �� <br />INSTALLATION - ..f.'-��.�.-,�%- -- - -- ­..05114 E - - I *kg .1 a�, 14�1 .1 1 , I - I - I ; _f_____ �__i - II - n <br />I I <br />� <br />ALTERNATE <br />`8 �- ,CEATHDN - - � <br />� I �1 (8�-. J"� <br />- I - AT END PANEL �-/ '_ I <br />- I - - 4��-,,n-_2f�%,___ ; __� i <br />, i I f I I <br />.� - <br />,�� <br />- i ! 1� I � : <br />i � I 1 ! � I I I . I � i i � <br />. . I <br />1 i I <br />� . <br />: , I . i I <br />, - - - - - - - - - - � - ____L_ ­_ I- - 1 , , - <br />, I 1 [ I , : , rJl <br />STUDS 0 EVERY P I � i : i � 1 1 1 : <br />P I 1 1 I V, 1 1 1 1 I : I I I I I <br />OVERLAP <br />-7=1 - . I-; ---t.. 4 _. _t <br />(12 "I .1,1--7 , ' I <br />TO 1- --L I I ,� i 1 i I I I I I : I , :1 , � ! i � I <br />I I I I ; <br />� i 1 1 0 I <br />I � ! � i, ! , I <br />i 1 )I 0; I � I . <br />. I 1 _=�ji -_ , I - <br />11 ,/,.. SEE SEE i \- INTERIOR PANEL . <br />z . I �- END PANEL <br />SC. <br />OR ( " I - '. - OF M- 0 - FOR M�. S. - <br />- ANCHOR ANCHOR <br />OR DIRECT MOUNT SPACING SPACING <br />- V-3, M.n - <br />DETAIL 1 : WALL MOUNJING INSTALLATION (APPLICABLE TO SCHEDULE 1) <br />sckf. 3/16- - r <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND <br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT',kFOR <br />INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES <br />SCIIEU" IL -I .tk WALL MOVXLM10TIQN5,_TOY _&_BU1TQM 1§-' lk - 3 L,2' * <br />ALTERNATE j ,I_ (� f,�_ <br />LOCAT04 <br />C1 )_7 (,_j�-j (�8��7 AT , � � . <br />; END PANEL _ I � - <br />. I I I <br />� <br />I � --''v---}'-I - <br />STUDS 0 EVERY I ! � � I, 1 ...11 i i I . i ! !1 1 - i I- - <br />... , __ j il I � ; � <br />OVERLAP <br />TO HOLD PANEL- <br />. i I 1 i I I I I I <br />- .., - <br />T I <br />5/8 (CASE 1) : r - __ ___ _ _L ..L__ �i . � _'-___�_-- _ ,}- <br />3' I- . <br />, <br />I <br />-, I- ,�l i I . 1 � i i ; 1� 0 ! i I I <br />i I I . I i � 'I I I . <br />I i i I <br />� � <br />; , , I i i i i � I : 1 , ; � <br />� , <br />� : I � I <br />� I i I I � I i <br />I I I i I I I . I <br />� I <br />-� : � I i � <br />. � i . ! � ; �. I <br />, _.�_ 11 I I : I � '11, I <br />I I . 4; � : I <br />. ___ i I L � <br />I *71�� - <br />(R _ k*__/' ,,,* EILL , SEE � `-INTERIOR PANEL - EMU PANEL <br />, _ 3. _ _,w-,ULE SCHEDULE <br />,r , - <br />,2 FOR __ J2 rm - 3 - <br />, ANCHOR MPIANCHOR <br />Sp�� SPACING <br />._, . - - - - <br />DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) <br />SCALE. 3/16- . (- <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING U.S.f.) AND CORRESPONDING <br />MAXIMUM PANEL LENGTH 70 SCHEDULE <br />.hPPL&NLL_ ON.'L-TO -SECTM- .I AL -Z _Z!IXATL;i _E12m 1IFL_S6ELTjjiH0UP,ML, <br />21MK 9.1i SHIFT 13 . <br />__ ASD ,MC,,, I 01 IAA-Gw_ CAL,-. P.W�11: 11D.1 0 P-41KITE � �.� 10 <br />DES" __. m� f & - .Aw_ ' <br />-_ - ' � '"] <br />P-ESSLMIK TO 'a To I to 'C TO ,'MZ_ C TO �c,� - C060.1, - .' <br />ItAl- IF , 1, 'BETE 1COOM71: I .m CRETE 1 CO.CAME 111.11 'Ew. ,,, ot i <br />BLOCK CONCer`E�CZLDC, 1CON" BLOCK WAEFE Ill %L,OCx Okc"; .L56e, or THIE. <br />I - - I 1 <br />6' N/A N� N/4 _ _ I' ; 4/A 1 6- ! N/A 6- N/A I & 2 (Top) <br />- - - - - <br />.550, -72.0 9- 7' Ei- � R- - - 9- , 9v 9- 1 9- , (gonom) 5'-0' OR ILSS <br />. f 11 9 I ___ --- - - - - - <br />,55 a -77 0 61 � - 6* I N/A__ 6- � , I & 2 (TOP) <br />- i - -T_ , - TO 7 . <br />.- t S- ! , 6' 9' 17 112' 1 9' �: 9- : O' !I 9' "SOTTO', 115 - 0 _t. <br />i f 6* i !/A - <br />.5Su -720 f I I ��__ ", ! N/A _ I !� , 1/1 I 1, 2 - (TOP, I ,.-,- " ,,- <br />­7-� -I I, __ <br />1 SIT 1 4- 1 9' 1 6 . I ._ , 6- T_1(8OTTOV)j' <br />1 i � F - ,, I <br />f,i�4L]l --1.2_,_� '" fLQ9R__MWNT_CMEIK)t5 Al BQ'%'W III- _L_-Q._ - I1U2* <br />__ Aso , . <br />wa , M. . 5/5 - "o. - 0 AIKXQ I (� 6 r - � TO' 7 �J) APPLICABLE TO <br />,;ms'Drl�;�� IAPCON SECTIONS 0 & Mw.Um PANEL <br />CALK -IN TAPC0,N CALA-IN -11Y COVEIINA"101 LENGTH -,- (It) <br />'D 'C To <br />1,914C I-- CONCRETE C.-NIN I CONCRETE QK_- 01 THEY , + -9.2 -615 3' I. 4 1/2- A 112' I (BOTTOM) 7*-5* 04 LESS <br />__ - - <br />.528 -66o 3' 3- ,,. 4 . 2 (BOTTOM) 7'-6' OR LESS <br />- _2- __ T1 2' (BOTTOM) ' 6 R LESS <br />+�s C, -12, � 112- 1 /2' 4- I 2 (00 ) 7 - ' 0 <br />_ __� <br />, <br />- - I 1/1' 2 1 /d. N/A N/A 2 (20110M.� 7 S' TO 8' O' <br />_____ ___ <br />- ­ - - - __ _ <br />- - - <br />/A _� <br />I I. - 2 (8077OV) ,+550 -12 D, N/A _ ! I <br />-, .... PArp_, <br />- %- MI <br />(.., - <br />I <br />� <br />ALTERNATE <br />`8 �- ,CEATHDN - - � <br />� I �1 (8�-. J"� <br />- I - AT END PANEL �-/ '_ I <br />- I - - 4��-,,n-_2f�%,___ ; __� i <br />, i I f I I <br />.� - <br />,�� <br />- i ! 1� I � : <br />i � I 1 ! � I I I . I � i i � <br />. . I <br />1 i I <br />� . <br />: , I . i I <br />, - - - - - - - - - - � - ____L_ ­_ I- - 1 , , - <br />, I 1 [ I , : , rJl <br />STUDS 0 EVERY P I � i : i � 1 1 1 : <br />P I 1 1 I V, 1 1 1 1 I : I I I I I <br />OVERLAP <br />-7=1 - . I-; ---t.. 4 _. _t <br />(12 "I .1,1--7 , ' I <br />TO 1- --L I I ,� i 1 i I I I I I : I , :1 , � ! i � I <br />I I I I ; <br />� i 1 1 0 I <br />I � ! � i, ! , I <br />i 1 )I 0; I � I . <br />. I 1 _=�ji -_ , I - <br />11 ,/,.. SEE SEE i \- INTERIOR PANEL . <br />z . I �- END PANEL <br />SC. <br />OR ( " I - '. - OF M- 0 - FOR M�. S. - <br />- ANCHOR ANCHOR <br />OR DIRECT MOUNT SPACING SPACING <br />- V-3, M.n - <br />DETAIL 1 : WALL MOUNJING INSTALLATION (APPLICABLE TO SCHEDULE 1) <br />sckf. 3/16- - r <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND <br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT',kFOR <br />INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES <br />SCIIEU" IL -I .tk WALL MOVXLM10TIQN5,_TOY _&_BU1TQM 1§-' lk - 3 L,2' * <br />ALTERNATE j ,I_ (� f,�_ <br />LOCAT04 <br />C1 )_7 (,_j�-j (�8��7 AT , � � . <br />; END PANEL _ I � - <br />. I I I <br />� <br />I � --''v---}'-I - <br />STUDS 0 EVERY I ! � � I, 1 ...11 i i I . i ! !1 1 - i I- - <br />... , __ j il I � ; � <br />OVERLAP <br />TO HOLD PANEL- <br />. i I 1 i I I I I I <br />- .., - <br />T I <br />5/8 (CASE 1) : r - __ ___ _ _L ..L__ �i . � _'-___�_-- _ ,}- <br />3' I- . <br />, <br />I <br />-, I- ,�l i I . 1 � i i ; 1� 0 ! i I I <br />i I I . I i � 'I I I . <br />I i i I <br />� � <br />; , , I i i i i � I : 1 , ; � <br />� , <br />� : I � I <br />� I i I I � I i <br />I I I i I I I . I <br />� I <br />-� : � I i � <br />. � i . ! � ; �. I <br />, _.�_ 11 I I : I � '11, I <br />I I . 4; � : I <br />. ___ i I L � <br />I *71�� - <br />(R _ k*__/' ,,,* EILL , SEE � `-INTERIOR PANEL - EMU PANEL <br />, _ 3. _ _,w-,ULE SCHEDULE <br />,r , - <br />,2 FOR __ J2 rm - 3 - <br />, ANCHOR MPIANCHOR <br />Sp�� SPACING <br />._, . - - - - <br />DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) <br />SCALE. 3/16- . (- <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING U.S.f.) AND CORRESPONDING <br />MAXIMUM PANEL LENGTH 70 SCHEDULE <br />.hPPL&NLL_ ON.'L-TO -SECTM- .I AL -Z _Z!IXATL;i _E12m 1IFL_S6ELTjjiH0UP,ML, <br />21MK 9.1i SHIFT 13 . <br />__ ASD ,MC,,, I 01 IAA-Gw_ CAL,-. P.W�11: 11D.1 0 P-41KITE � �.� 10 <br />DES" __. m� f & - .Aw_ ' <br />-_ - ' � '"] <br />P-ESSLMIK TO 'a To I to 'C TO ,'MZ_ C TO �c,� - C060.1, - .' <br />ItAl- IF , 1, 'BETE 1COOM71: I .m CRETE 1 CO.CAME 111.11 'Ew. ,,, ot i <br />BLOCK CONCer`E�CZLDC, 1CON" BLOCK WAEFE Ill %L,OCx Okc"; .L56e, or THIE. <br />I - - I 1 <br />6' N/A N� N/4 _ _ I' ; 4/A 1 6- ! N/A 6- N/A I & 2 (Top) <br />- - - - - <br />.550, -72.0 9- 7' Ei- � R- - - 9- , 9v 9- 1 9- , (gonom) 5'-0' OR ILSS <br />. f 11 9 I ___ --- - - - - - <br />,55 a -77 0 61 � - 6* I N/A__ 6- � , I & 2 (TOP) <br />- i - -T_ , - TO 7 . <br />.- t S- ! , 6' 9' 17 112' 1 9' �: 9- : O' !I 9' "SOTTO', 115 - 0 _t. <br />i f 6* i !/A - <br />.5Su -720 f I I ��__ ", ! N/A _ I !� , 1/1 I 1, 2 - (TOP, I ,.-,- " ,,- <br />­7-� -I I, __ <br />1 SIT 1 4- 1 9' 1 6 . I ._ , 6- T_1(8OTTOV)j' <br />1 i � F - ,, I <br />f,i�4L]l --1.2_,_� '" fLQ9R__MWNT_CMEIK)t5 Al BQ'%'W III- _L_-Q._ - I1U2* <br />__ Aso , . <br />wa , M. . 5/5 - "o. - 0 AIKXQ I (� 6 r - � TO' 7 �J) APPLICABLE TO <br />,;ms'Drl�;�� IAPCON SECTIONS 0 & Mw.Um PANEL <br />CALK -IN TAPC0,N CALA-IN -11Y COVEIINA"101 LENGTH -,- (It) <br />'D 'C To <br />1,914C I-- CONCRETE C.-NIN I CONCRETE QK_- 01 THEY , + -9.2 -615 3' I. 4 1/2- A 112' I (BOTTOM) 7*-5* 04 LESS <br />__ - - <br />.528 -66o 3' 3- ,,. 4 . 2 (BOTTOM) 7'-6' OR LESS <br />- _2- __ T1 2' (BOTTOM) ' 6 R LESS <br />+�s C, -12, � 112- 1 /2' 4- I 2 (00 ) 7 - ' 0 <br />_ __� <br />, <br />- - I 1/1' 2 1 /d. N/A N/A 2 (20110M.� 7 S' TO 8' O' <br />_____ ___ <br />- ­ - - - __ _ <br />- - - <br />/A _� <br />I I. - 2 (8077OV) ,+550 -12 D, N/A _ ! I <br />-, .... PArp_, <br />- %- MI <br />(.., - <br />I <br />__ ASD ,MC,,, I 01 IAA-Gw_ CAL,-. P.W�11: 11D.1 0 P-41KITE � �.� 10 <br />DES" __. m� f & - .Aw_ ' <br />-_ - ' � '"] <br />P-ESSLMIK TO 'a To I to 'C TO ,'MZ_ C TO �c,� - C060.1, - .' <br />ItAl- IF , 1, 'BETE 1COOM71: I .m CRETE 1 CO.CAME 111.11 'Ew. ,,, ot i <br />BLOCK CONCer`E�CZLDC, 1CON" BLOCK WAEFE Ill %L,OCx Okc"; .L56e, or THIE. <br />I - - I 1 <br />6' N/A N� N/4 _ _ I' ; 4/A 1 6- ! N/A 6- N/A I & 2 (Top) <br />- - - - - <br />.550, -72.0 9- 7' Ei- � R- - - 9- , 9v 9- 1 9- , (gonom) 5'-0' OR ILSS <br />. f 11 9 I ___ --- - - - - - <br />,55 a -77 0 61 � - 6* I N/A__ 6- � , I & 2 (TOP) <br />- i - -T_ , - TO 7 . <br />.- t S- ! , 6' 9' 17 112' 1 9' �: 9- : O' !I 9' "SOTTO', 115 - 0 _t. <br />i f 6* i !/A - <br />.5Su -720 f I I ��__ ", ! N/A _ I !� , 1/1 I 1, 2 - (TOP, I ,.-,- " ,,- <br />­7-� -I I, __ <br />1 SIT 1 4- 1 9' 1 6 . I ._ , 6- T_1(8OTTOV)j' <br />1 i � F - ,, I <br />f,i�4L]l --1.2_,_� '" fLQ9R__MWNT_CMEIK)t5 Al BQ'%'W III- _L_-Q._ - I1U2* <br />__ Aso , . <br />wa , M. . 5/5 - "o. - 0 AIKXQ I (� 6 r - � TO' 7 �J) APPLICABLE TO <br />,;ms'Drl�;�� IAPCON SECTIONS 0 & Mw.Um PANEL <br />CALK -IN TAPC0,N CALA-IN -11Y COVEIINA"101 LENGTH -,- (It) <br />'D 'C To <br />1,914C I-- CONCRETE C.-NIN I CONCRETE QK_- 01 THEY , + -9.2 -615 3' I. 4 1/2- A 112' I (BOTTOM) 7*-5* 04 LESS <br />__ - - <br />.528 -66o 3' 3- ,,. 4 . 2 (BOTTOM) 7'-6' OR LESS <br />- _2- __ T1 2' (BOTTOM) ' 6 R LESS <br />+�s C, -12, � 112- 1 /2' 4- I 2 (00 ) 7 - ' 0 <br />_ __� <br />, <br />- - I 1/1' 2 1 /d. N/A N/A 2 (20110M.� 7 S' TO 8' O' <br />_____ ___ <br />- ­ - - - __ _ <br />- - - <br />/A _� <br />I I. - 2 (8077OV) ,+550 -12 D, N/A _ ! I <br />-, .... PArp_, <br />- %- MI <br />(.., - <br />I <br />f,i�4L]l --1.2_,_� '" fLQ9R__MWNT_CMEIK)t5 Al BQ'%'W III- _L_-Q._ - I1U2* <br />__ Aso , . <br />wa , M. . 5/5 - "o. - 0 AIKXQ I (� 6 r - � TO' 7 �J) APPLICABLE TO <br />,;ms'Drl�;�� IAPCON SECTIONS 0 & Mw.Um PANEL <br />CALK -IN TAPC0,N CALA-IN -11Y COVEIINA"101 LENGTH -,- (It) <br />'D 'C To <br />1,914C I-- CONCRETE C.-NIN I CONCRETE QK_- 01 THEY , + -9.2 -615 3' I. 4 1/2- A 112' I (BOTTOM) 7*-5* 04 LESS <br />__ - - <br />.528 -66o 3' 3- ,,. 4 . 2 (BOTTOM) 7'-6' OR LESS <br />- _2- __ T1 2' (BOTTOM) ' 6 R LESS <br />+�s C, -12, � 112- 1 /2' 4- I 2 (00 ) 7 - ' 0 <br />_ __� <br />, <br />- - I 1/1' 2 1 /d. N/A N/A 2 (20110M.� 7 S' TO 8' O' <br />_____ ___ <br />- ­ - - - __ _ <br />- - - <br />/A _� <br />I I. - 2 (8077OV) ,+550 -12 D, N/A _ ! I <br />-, .... PArp_, <br />- %- MI <br />(.., - <br />I <br />-, .... PArp_, <br />- %- MI <br />(.., - <br />I <br />! -t - <br />. <br />- <br />Z_ <br />SEE SHEET 15 POR ANCHORS ITYK & SPACWC MR WVALU <br />A SPACINGS AND __ EDGE O'E"ANCE K`kE .4-n .. ,a scM <br />OM 50qEMU REDUCE ANC,gA SPAONO Or iAiL YPIYwr <br />N ON SCHEOUI BY I.( T­OMING FARORS Me 7N6 <br />THAN <br />AT <br />TIME <br />O <br />p ,IAN,M; po - 3 3 - 1- 3 2 <br />... ­­ <br />..-. � 'IN, . \tENS4F .. , <br />. . , .. <br />3 ` No. 44167 t <br />= : '. * <br />- . <br />=*� * : <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (2.3.f.) AND CORRESPONDING MAXIMUM ANCHOR <br />SPACING SCHEDULE FOR REGULAR STORM PANELS J')& 11 INSTALLATIONS <br />INTO EXISTING CONCRETE dE CONCRETE BLOCK STRUCTURES <br />(VAUD ONLY FOR PANELS I k INSTALLATIONS AS PER SECTIONS I THRU 10. ON SHEETS 4. 5 & 6) <br />- - <br />worimuto moom wYcoo Poit CO. - 3 I/v - <br />MU`_ ­ . - -­ - __ - - I.-------- _-_ ______ , - ____ -_ -1 PAHELVATE VEMAI To I - -PANIX-M-ATT �u_s__ Soot) SET SECTIONS I � MAKIMUM PANE_ so DES" TAKo. 0 TAP-GW C"L"N - - ___ ____ - __ .--- __ ___ ___ __ APPLKjA1 To <br />- <br />PRESSURE --- _­ -_ - i -_ -_ I - ___ -_ 7 --- - - - --t 1 To 'a ­___ , LEN� `L* (n) <br />TO To I TD <br />RATING TO CONCRETE I CONCI'm 10 c�`IT71E CONCRETE i 10 CONCRETE( CONCRETE 110 CONCREIE ' CONCRETE To CONCKIT � C�� I To 'o-Cpm i �,Gf`l "N' ocia", -w. <br />; FILM. I 9LDCK I BIOCK ! 11� 1 mocK BLOCK � <br />(-I) r <br />. . <br />1 <br />6' 1 N/A N/A N/A ! N/A j 6' I N/A � 6- 1 N/A I N/A � N/A . (lop) <br />I <br />____ ____�__ _ � __!:_ _ - , . �---_ ____ -_ -_ ,- <br />6' ; 4 ' N/A I N/A 6" 6' 6' 6- I 6. i N/A - NIA 1 (BOTTOM) <br />. ___ ___ , --- _--i- _ --- - ---- -- ___d -_ - -,--- - -_ �_ - -- - --' - - - ____ --- <br />6' i N/A I N/A N/A 6- N/A 1 6 . N/A N/A N/A 2 (TOP) <br />. I <br />- <br />____ ;_ _ I - _� - ____ - <br />: N/A NIA : N/A - ___ � - N/A ': - � 1 -- - -- . <br />- 6' .,� ___.,/A____i __ I' __ _I N/A _� N/A - N/A _ _ i (BOTTOM( <br />- I --- <br />i I 7 <br />,W5. -72,13 E' I N/A N/A I N/A I 6. N/A 6- 1 N/A I " � , N/A N/A N/A 3 & 4 (TUP) >7'-5' TO V-8' <br />. <br />.- - I - - - ____ I __ - - __ - - ___ - . __ - _�___ _ , --- - - - - <br />. . I <br />- <br />OR LESS 6' ; 4- 'It, %/A 6' 6' i - 6' - _,_ - 6. - , , --- �e- - -- N/A I _ N/A 3 (1307-014) <br />- _j __ , __ ._..__._.__._-�..-__. <br />II ____ __ - --- - - <br />e, I tj/A N/A I N/A 6* - - N/A I 6- � NIA [ 6- ___ _N/A I N/A � N/A 7 (lop) <br />___ ,� ___ __ , -1 _____ - ------ - ___ _1 __ _ <br />6- - 1- - __ !-- - - - - - __ --- I - I - - __ ____ --- <br />1 4' N/A N/A E . I 6' 6' 6' 1 N/A N/A I & 7 (BOTTOM) <br />.--.------'i-. -.- --I----- ___- _ C - __1' - __ ­ - -----.---- - <br />N/A � N/A 12 1/2' I 6 1/4' 12 112- � 6 I/.- i 6 1/4" � 6 1 /1' 6 ;/4' � 6 I/.- <br />t . . N/A N/A .5 (TCIP/6070M) <br />7 <br />� <br />+50.0. -53.3 N/A I N/A• I 6 I /.- T 6 - /.- 6 I/.' 6 1/4- N/A N/A 6 FLOP/BOTTOM) '.8'-8* TO 11'-2' <br />. , , <br />I1 <br />+55906 -7200 N/A � N/A 6 1/4- ' N/A 6 I/-- � N/A I 6 I/-- �: 1E, 1/4' E /4_ ; 6 1/4- N/A � N/A 8 (TOP/BOTTOM) ,8'-E* TO Il'-2' <br />1 � I <br />N/A ! NIA NIA N/A I N/A 1 NIA I N/ : NIA , v. . 1 1/4- 6 '/I- 6 I/.- B. 9. !D (TOP) <br />� <br />__ - - - - - __ __ _ _ _ _ __ - ----- � ____ ­___ __ -------- _ I-__- - _. _ - - --- ­­ --- <br />. -t - . I L _' . . <br />143,8, -48 Q 6* � 4 N/A L N/A N ILA � N/A I N/A 6 6 A- 6 ,/4- a (Borom) <br />- _ _ _, _ _L__ � 1 4 -'� -"�'­ ----- --- ------ 12'-4" OR LESS <br />_____ ___ - _____+ N/1 __ I _­__ . � - - - __ � - _____ <br />. . OR LESS ____ I— - - - i . E. 6 I/C 6' 1 4 N/A N N/A N/A 11 - I . . _. ___ _ /A __ _ _t_ I N/A I - --6*- 6 ,/4' 9 (BOTTOM) <br />--I- - __ - - I - t __i_�_ � '_ - __ - <br />I --j N/A ,/4. - + - - , <br />. . N/A j N/A I N/A N/A j N/A I N/A ! N/A . 6 1/1 1 6 1/4 6 1/. 10 (BOTTOM) I I <br />SEL SHEETS 10. I I AND 12 FOR ANCHORS � & SPACING FOR INSIAU,LTIONS INTO WOW FRAME OL"ING <br />.HIw. ANC Sp#ZP45 AND YjNRA%� I= �Ma ARE NDIcATED ON THIS SCH]MUL! FOR ED LESS <br />THAN M&IOATED ON SCNIEDVUE REDUCE ANCHOR SW.� W � M4,11Ic SPACING SHOWI, ON SCIEELjE � <br />II.E roILDIONG FACT MR �­S OPERATION TO K PMSU. REDUCED SPACING OBTAINED USING ,'4Cr>I <br />SILL AIM BE LESS It- WHIMLY SPACING INDICATED FOR �r! ANCHOR TYPE AT ANC�ORS LEGEND <br />ANCHIM TIM , /.,. Ile. I/... 1/4" ,/1'. I/ '. <br />IAPOOR a w-ow ml=A�Xnv ""'U'"" IAUK­ 20UD_w <br />_____ -----,-.----- " - <br />'b" ..K.O. W.O. atle) 3 3 1 3 2 In I <br />- - - - <br />*I- - ______ ­ I ­­ - , __ ----;---.--- , - I , - I __ - <br />- - - - -,----- ___ - __ <br />11. -I c�RP,,%, 1IRM* (-) 3 J. 3 In 3 ,/2 <br />ApIM EL WK - IT A C I 0 A - I <br />" - - <br />__ :_ - - . <br />__ - - ­ __ - - , - - - �' I- . <br />I 00 w - ___ I TO w <br />- - --I. <br />- - I 11 - I DO - - - [ , <br />1 1 'n' - _-, . _� , I- <br />, I <br />"'I" <br />" X-,0�:.��Q,*;+% <br />.,. <br />. <br />.. 'r. <br />, .1 * -`-,\� ENse T!!FS <br />, III, No. 44167 <br />. It <br />i * - :*z <br />.�-. STITEd�1'7�_-- ,--- - . <br />. - <br />, ,O,�-, A4 - .-*- 4 /­ <br />� ,.- loll.. - - . __2�7_ <br />... <br />.. .. .. <br />" - .. N <br />... , <br />.. I <br />10111,; L E0, I - I.-- E SZ;�SOWIWITAn <br />I <br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone <br />' <br />1Mx "I"YOG, - ! 20 GAGE GALVANIZED STEEL STORM PANEL � - <br />� eT <br />. - <br />j 0,/x/= <br />- ' \ GLOBAL PROTECTION PRODUCTS, LLCJ ., <br />11LIEC0.1111C I MILKI •- 51 1T`IEF` r- <br />---fw 1 20-176 <br />" .6 . ­E_��g � �Mf. 11 �I� <br />=_ *XtZ,t-(w-_-^ .1. ..,K, (W)M-1� I- ")IMR­­1 ; L-) - <br />C`_,, 1. _:� N. <br />, -F = - - - <br />*ALTILF I Ittuff I F.E. !-E ­­- 1 : . . - . - I - 9 v " <br />- - I-., . I , F: �7� <br />INSTALLATION DETAILS FOR REGULAR PANELSJ� & �jA <br />INTO EXISTING WOOD STRUCTURES <br />, I I I � - 1 7 <br />­­­­1 I : - I <br />'r 11 F_ -__.-___-I I <br />. 114-10 PANELWTIE PLUS I � I f!4-IG PAN MATE PLUS I 1 #14-10 PANFLMATE PLUS <br />* 6 1 /4, a c W/ 1 7/8' � a 6 1 /.' a c ./ <br />WEADED PENETRATION TO I TH& 1 /.' O.G.a C */ I ,," a - i i 1/1' <br />- -I __ _� READCO PENETRATION TO WOOD IIEADEP 1 - - T__ _� -.11m, KNE,.. TO <br />_T__ __ LXISING WOOD HEADED. �__ - EXISTING WCOD HEADER REOUIREt EyTSrK WOOD HEADER <br />II <br />i <br />I i ! <br />I 1 I I ; i __ ___ - - ! I 1 . . I - ­ I <br />I - - I . IiLl *1 ; ",,­/v 1 ,/.--3/� v1r1-vn* � i <" - � <br />I 11 I ,IPK, W. . � __0 ! - I _T_ MMKIAT"I, <br />T t - � ,!,NW, su . <br />i I , � - 0 I E7 S`Lc . I <br />WOOD4E � . I/` - ; , .1 � ,- <br />CADER +. i 2' I 7. <br />, � . I � .. I I <br />RE". Min. Ill �,I�E.D _q I i I <br />I , REGUI , Q ' - I . I lk,, I I . , � ­ I I <br />- , , <br />. I - - I -, � i J <br />LLi-al- LLFA LL_'� - <br />� WE �� ON I IT: 411 -1 �._ . I T`E`ICD.U[ - i <br />. <br />"- vHEE, a ; � SH,UT A . <br />: - MAMA - ; Fa� - SEMIXTION : . - SeFF" e <br />ARA_ 1 <br />10 Q�" I . : I 10 .A!I& � ! 1. � I <br />: W. PANEL417WH ... PANEL ,� I I, M­ PANEI Lzwl"� <br />1 ,/.*.-- I I/,'.- -` - i, ; tSFF NOTE 1) I/.,-' s. I .. � ; !SEE NnTE ') <br />� . � !/ " I - ./ 'Ir. . I .1 ./ I/- . I 1 <br />31M _"�' � 3/32' � W )w I <br />I �. - -I III. I "', , " 0 , � ,/.- - - I <br />. 6`0r, t .- i - - . : . - �. i <br />I il. ; ; I I I . <br />I I <br />I : I I <br />: I I <br />; I <br />. i "" � i i SOR <br />I ; I I I '50 . ; 0( %, <br />. : OF 'L' I I I 'L' <br />I i - ; - t � ;_ f. t - <br />I - i " <br />- I I I I A i '2] I ,- A - - I �,u i I V- <br />I ; [114 � 1 , , 7F� - I '�_ - <br />1�1, � 1 - : !,1.-­13,- " , , .mot' � 1=,1 I ,` I I - _ _;i - 0 - v". . 3*1m, <br />__� - <br />E0.. - I , �� - __1 , <br />4 �, I I - oc <br />. <br />. I mr, �Uf J I 0 t2 '/? - '"', * <br />�p I I 1, '/' - 4 " r - . to 1 12 7, 2' OX I I <br />i A - � ,q -.I" : A - <br />- I <br />: ; I __ __ <br />I <br />E,Q I , ��L -1 I I El. I _ -.- - . . To I I � <br />I <br />� I <br />_ � ._______, I . 4 ___:!�n . I I SCREWS <br />I - _1E - �,____I_ I . I .. L� SCRE <br />- I 6 '. o C ./I 1/2' <br />2'.4' *000 PLATE i rw wwo P,An ! 2'.4 WOO P�M MIN rHREADED <br />I - <br />._I , Nfol, _! - � � <br />REQUIRED 1_ 114-0 FMEL PLUS . REQ."-ED � RED 0 . i PE�EIIRATI AT <br />� I - 4 6 ,/A- DCT/ 1/8 i I i �111 MIOWHYTH V PLATE <br />THREADED PENETRATION 4 <br />I <br />W 1�4-11 LAG SCREWS 6 <br />t 7111", <br />I <br />j WI OF PLATE i . i* * i <br />. 0 C, STAGGERED *; i <br />! I i [ =o , 12- ." <br />, , <br />I PENCEI.. I <br />DIRECT MOUNTING INSTALLATION I AT MIDWKYTH OF PLATE -1 <br />ALTERNATIVE AW DIRECT MOUNT I WALL MOUNTING INSTALLATION DIRECT MOUNT I WALL A903INg INSTALLATION <br />A ALTERNATIVE <br />scmr 3/a-1. ALTERNATIVE SW <br />SCALE 3/A- I - SCALE 3/5-,* <br />NOTES: <br />1. ,NSIALLA'iDN FOR ALTERNATIVES 9W. 9W & IOW ONLY VALID FOR ... 111flool", <br />BUILDINGS WITH A_S,O DESIGN LOADS UP It) .43.8. -48.0 PIIJ. AND T• <br />PANELS LENGTH UP To 12'-4 �..!�!/,,,,114t;, <br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN -- , 1- <br />0 E N S,r' .T',, <br />-PINE NO. 2, W/_ SPECIr:C DENSITY OF 55 OR EQUALL� .46�1`1'��", " .. ,, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) <br />- - 1.11 <br />z -' No. 416 '. % ,� evnw. .. 11 <br />= <br />2 : * = 1 20 GAGE GALVANIZED STEEL STORY PANEL <br />= . : I � B. <br />­7 z *: TE I _ - <br />_ <br />I ,,:E-.f=,.w-rNQGE=CANBE - '... I - _�' - -- -- � (GLOBAL PROTECTION PRODUCTS, LLC-i ""�n' <br />'R , , <br />WAY $ <br />Pilo ..j ' ' � � S. 51 <br />COMBINED IN ANY TO Ur ANY . � ST TE _A�_ , \ 0 <br />, , " � .. " ;­v__/,,_, �-_ IMME I ". <br />INSTALLATION I S, �0" � , � 11LIECOomic", <br />,�� <br />11•11 IF _.. - .. - MR. __ � .,.I 'How (��, -5- 10 ,�)410, .10, <br />11"fSS11 N--4�o,V = ­­ - I-)- - _". <br />"'(11"t"'wori �_W.E/�n- � PDPI", <br />� I <br />,E. A Tup ., - � � - I. - 2_6 <br />...... - <br />I I <br />INSTALLATION DETAILS FOR OPTION # I FOR LIFE SAFETY STORM PANEL SYSTEM <br />. . 4, .. ° ° ., <br />. . ! 1 1/2 - YHREAMPF..[T%A� INTO EXISTING WOOD STRUCTURES <br />: I TO Mv� WOOD, �m <br />f <br />I __ , <br />� i 1 <br />4= AkATINItI-1 = ki � I <br />I I � ! I I <br />� ==F�.. _j i � <br />1� I 1 I . i I <br />- - - <br />; I j I . , I_ .�� I i <br />I . , - <br />. ! �"___ 2 to: I I I <br />� E 1 1 � 0 � . i <br />,4.- -- -- _4 � D. 1 , <br />oi I ' <br />1;� K E ' - � �� to', � __ I i <br />I <br />I I. I I - 1 I. G! 11 EO' I ; <br />- I I I- - <br />RODD ­ _____ - <br />REDURIIIII, I 1 t <br />I � I � � <br />I I 1� I <br />� ! ! i <br />� I I � � <br />__ -.-.-, ____ � --.%, - - � � .E,�. ; <br />=�:_,v---,- Ka��. - HEADER, <br />;g'.,ISr . 1 14 * �_ <br />i Y, ; d . 'e, I' I MD ` I , . - z ALTERNATIVE I ALTERNATIVE 2 <br />, . 4i " <br />- , <br />� NITS) (SEE -1 -;J L, : S. " -) 11"O 7 I .I, , . Te", i IT . � It <br />� <br />, e , <br />�� =Uz! t I � _ i ! <br />� I I � I <br />.,a. - .1 � I--- -1, . I 1 7 1 <br />stpotA­ 1 . <br />I ,PJ7-- <br />. To � I 1 i I I- - ------ -,-, . t----- __; <br />. . Ec, I Er, � <br />11 11 , I I -wimmiW t � <br />T I Q . -, -- " : OR : <br />I to! t <br />I I � I I 'D - I ' � � ------- I - ­1 <br />; I __ --- - I - , I,- , <br />I . I I <br />. - . 401111mmism i .= �, <br />i ­*, 1 ­71, � <br />� I � i I I Rfovwtu <br />- <br />F -i � � . . <br />I i I ! 1 --- � <br />� ' _�_� a �- 41 wal"Ret I - i I <br />; , <br />� . <br />I I 8 - ALTERNATIVE 4 <br />L I ' I. <br />j 4EQU� I 'Iv. , - SCREWS 0 .. oc, */ , I/?. <br />MM..Rf"D mw TON OR <br />i I I I r4, D.4/8' U� 21M% BUOPII� */ <br />1- ;/•,­�.r Ss .4 . v OC " /."-" PACLMXTE ,ERA,E 0 OP ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION <br />PANELINITE PLUS 6 6' O�C - IT <br />, C;% I 112' 10 ICAUL 3/1' <br />T.W.'PID PENS 0 WOOD <br />LATE .If ","fR FA-1 � - IaR C,AR,r, <br />,,1110-."11' <br />WALL MOUNTING INSTALLATION t/N <br />....... . . . <br />. <br />ALTERNATIVE 1W j: ... <br />SCALE 3/8' - I' ig, . 1. <br />z : FLORIDA BUILDING CODE (High Velocity Hurricane Zone) <br />z : NO. ,----- I <br />= .". ,,­ - <br />hQILL F III, �. __720 GAGE GAL' <br />7 NSTNLATIONS ARE ONL V40 MR B-D&GS � AS D. D�01 _�S L,R TO - �, ... ST E 0 - AY <br />zt� . - . , V/n/� <br />15� 5, -72 0 pe AND PAKU'S LfNG- UP TO a -8' , -1�,. .ct � R% -, - - " !GLOBAL PROTECTION PRODUCTS. LLC. o," <br />I I • <br />f�(;).F�,�, , "' <br />I i��-.. ,A T. -l' , _- -"r � , I � - 5. Smw � <br />2 �w . �/ SPECKC D[�� Or QS5 OR EQUAL= '11111"f8s I - . .., I, . . I - <br />0OR NEW WOO FRAME CONSTRUCTIOW WOOD MJOWKRS 10 BE S.,.IER, , , • 11LIECO 101c. \1 2 'I , "" ... �Ij . 0000"' ..,v,n`TM O" I -11 <br />. - <br />I - (-I." 'a"z"f.- V­ - i.-j-6. - 4-m.._ 20-176 <br />I 1 ir _,. 1 - <br />-L SLAL/�_­,/DATE ...m I.- ��.� 1.1. � r In, � <br />'T. P", � <br />I <br />_11-0 <br />Q) <br />Q) <br />= <br />U) -00 a) 4-i <br />­0 > r- 0 <br />L_ L_ _0 <br />a) CL = 0 <br />a) 0_ 0 L_ <br />C: cu -0 a- - <br />- -1-0 a) (1) <br />0) 0 _Cn -L-f <br />Q -0 -0 <br />- <br />= 2 0 -= ,a) <br />0 0�. C -2 5: <br />= = 0 LL <br />CIO 0 <br />Cn 0 > <br />- <br />. (n <br />cu OR <br />- C -6-0 <br />� -0 . - U) < <br />I (D <br />(D 12 <br />-#--a U) <br />11 I <br />0 <br />L_ <br />0- <br />U) 0_ <br />< <br />-6-0 <br />0 <br />(1) =3 <br />C- -0 <br />0 <br />m L_ <br />CL <br />0 (1) <br />m cf) <br />L. ICU <br />L. m <br />=3 LU <br />71E <br />< <br />a <br />m <br />< <br />_j <br />a - <br />I <br />. SHEET NO. <br />SH 1.1 <br />... ­­ <br />..-. � 'IN, . \tENS4F .. , <br />. . , .. <br />3 ` No. 44167 t <br />= : '. * <br />- . <br />=*� * : <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (2.3.f.) AND CORRESPONDING MAXIMUM ANCHOR <br />SPACING SCHEDULE FOR REGULAR STORM PANELS J')& 11 INSTALLATIONS <br />INTO EXISTING CONCRETE dE CONCRETE BLOCK STRUCTURES <br />(VAUD ONLY FOR PANELS I k INSTALLATIONS AS PER SECTIONS I THRU 10. ON SHEETS 4. 5 & 6) <br />- - <br />worimuto moom wYcoo Poit CO. - 3 I/v - <br />MU`_ ­ . - -­ - __ - - I.-------- _-_ ______ , - ____ -_ -1 PAHELVATE VEMAI To I - -PANIX-M-ATT �u_s__ Soot) SET SECTIONS I � MAKIMUM PANE_ so DES" TAKo. 0 TAP-GW C"L"N - - ___ ____ - __ .--- __ ___ ___ __ APPLKjA1 To <br />- <br />PRESSURE --- _­ -_ - i -_ -_ I - ___ -_ 7 --- - - - --t 1 To 'a ­___ , LEN� `L* (n) <br />TO To I TD <br />RATING TO CONCRETE I CONCI'm 10 c�`IT71E CONCRETE i 10 CONCRETE( CONCRETE 110 CONCREIE ' CONCRETE To CONCKIT � C�� I To 'o-Cpm i �,Gf`l "N' ocia", -w. <br />; FILM. I 9LDCK I BIOCK ! 11� 1 mocK BLOCK � <br />(-I) r <br />. . <br />1 <br />6' 1 N/A N/A N/A ! N/A j 6' I N/A � 6- 1 N/A I N/A � N/A . (lop) <br />I <br />____ ____�__ _ � __!:_ _ - , . �---_ ____ -_ -_ ,- <br />6' ; 4 ' N/A I N/A 6" 6' 6' 6- I 6. i N/A - NIA 1 (BOTTOM) <br />. ___ ___ , --- _--i- _ --- - ---- -- ___d -_ - -,--- - -_ �_ - -- - --' - - - ____ --- <br />6' i N/A I N/A N/A 6- N/A 1 6 . N/A N/A N/A 2 (TOP) <br />. I <br />- <br />____ ;_ _ I - _� - ____ - <br />: N/A NIA : N/A - ___ � - N/A ': - � 1 -- - -- . <br />- 6' .,� ___.,/A____i __ I' __ _I N/A _� N/A - N/A _ _ i (BOTTOM( <br />- I --- <br />i I 7 <br />,W5. -72,13 E' I N/A N/A I N/A I 6. N/A 6- 1 N/A I " � , N/A N/A N/A 3 & 4 (TUP) >7'-5' TO V-8' <br />. <br />.- - I - - - ____ I __ - - __ - - ___ - . __ - _�___ _ , --- - - - - <br />. . I <br />- <br />OR LESS 6' ; 4- 'It, %/A 6' 6' i - 6' - _,_ - 6. - , , --- �e- - -- N/A I _ N/A 3 (1307-014) <br />- _j __ , __ ._..__._.__._-�..-__. <br />II ____ __ - --- - - <br />e, I tj/A N/A I N/A 6* - - N/A I 6- � NIA [ 6- ___ _N/A I N/A � N/A 7 (lop) <br />___ ,� ___ __ , -1 _____ - ------ - ___ _1 __ _ <br />6- - 1- - __ !-- - - - - - __ --- I - I - - __ ____ --- <br />1 4' N/A N/A E . I 6' 6' 6' 1 N/A N/A I & 7 (BOTTOM) <br />.--.------'i-. -.- --I----- ___- _ C - __1' - __ ­ - -----.---- - <br />N/A � N/A 12 1/2' I 6 1/4' 12 112- � 6 I/.- i 6 1/4" � 6 1 /1' 6 ;/4' � 6 I/.- <br />t . . N/A N/A .5 (TCIP/6070M) <br />7 <br />� <br />+50.0. -53.3 N/A I N/A• I 6 I /.- T 6 - /.- 6 I/.' 6 1/4- N/A N/A 6 FLOP/BOTTOM) '.8'-8* TO 11'-2' <br />. , , <br />I1 <br />+55906 -7200 N/A � N/A 6 1/4- ' N/A 6 I/-- � N/A I 6 I/-- �: 1E, 1/4' E /4_ ; 6 1/4- N/A � N/A 8 (TOP/BOTTOM) ,8'-E* TO Il'-2' <br />1 � I <br />N/A ! NIA NIA N/A I N/A 1 NIA I N/ : NIA , v. . 1 1/4- 6 '/I- 6 I/.- B. 9. !D (TOP) <br />� <br />__ - - - - - __ __ _ _ _ _ __ - ----- � ____ ­___ __ -------- _ I-__- - _. _ - - --- ­­ --- <br />. -t - . I L _' . . <br />143,8, -48 Q 6* � 4 N/A L N/A N ILA � N/A I N/A 6 6 A- 6 ,/4- a (Borom) <br />- _ _ _, _ _L__ � 1 4 -'� -"�'­ ----- --- ------ 12'-4" OR LESS <br />_____ ___ - _____+ N/1 __ I _­__ . � - - - __ � - _____ <br />. . OR LESS ____ I— - - - i . E. 6 I/C 6' 1 4 N/A N N/A N/A 11 - I . . _. ___ _ /A __ _ _t_ I N/A I - --6*- 6 ,/4' 9 (BOTTOM) <br />--I- - __ - - I - t __i_�_ � '_ - __ - <br />I --j N/A ,/4. - + - - , <br />. . N/A j N/A I N/A N/A j N/A I N/A ! N/A . 6 1/1 1 6 1/4 6 1/. 10 (BOTTOM) I I <br />SEL SHEETS 10. I I AND 12 FOR ANCHORS � & SPACING FOR INSIAU,LTIONS INTO WOW FRAME OL"ING <br />.HIw. ANC Sp#ZP45 AND YjNRA%� I= �Ma ARE NDIcATED ON THIS SCH]MUL! FOR ED LESS <br />THAN M&IOATED ON SCNIEDVUE REDUCE ANCHOR SW.� W � M4,11Ic SPACING SHOWI, ON SCIEELjE � <br />II.E roILDIONG FACT MR �­S OPERATION TO K PMSU. REDUCED SPACING OBTAINED USING ,'4Cr>I <br />SILL AIM BE LESS It- WHIMLY SPACING INDICATED FOR �r! ANCHOR TYPE AT ANC�ORS LEGEND <br />ANCHIM TIM , /.,. Ile. I/... 1/4" ,/1'. I/ '. <br />IAPOOR a w-ow ml=A�Xnv ""'U'"" IAUK­ 20UD_w <br />_____ -----,-.----- " - <br />'b" ..K.O. W.O. atle) 3 3 1 3 2 In I <br />- - - - <br />*I- - ______ ­ I ­­ - , __ ----;---.--- , - I , - I __ - <br />- - - - -,----- ___ - __ <br />11. -I c�RP,,%, 1IRM* (-) 3 J. 3 In 3 ,/2 <br />ApIM EL WK - IT A C I 0 A - I <br />" - - <br />__ :_ - - . <br />__ - - ­ __ - - , - - - �' I- . <br />I 00 w - ___ I TO w <br />- - --I. <br />- - I 11 - I DO - - - [ , <br />1 1 'n' - _-, . _� , I- <br />, I <br />"'I" <br />" X-,0�:.��Q,*;+% <br />.,. <br />. <br />.. 'r. <br />, .1 * -`-,\� ENse T!!FS <br />, III, No. 44167 <br />. It <br />i * - :*z <br />.�-. STITEd�1'7�_-- ,--- - . <br />. - <br />, ,O,�-, A4 - .-*- 4 /­ <br />� ,.- loll.. - - . __2�7_ <br />... <br />.. .. .. <br />" - .. N <br />... , <br />.. I <br />10111,; L E0, I - I.-- E SZ;�SOWIWITAn <br />I <br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone <br />' <br />1Mx "I"YOG, - ! 20 GAGE GALVANIZED STEEL STORM PANEL � - <br />� eT <br />. - <br />j 0,/x/= <br />- ' \ GLOBAL PROTECTION PRODUCTS, LLCJ ., <br />11LIEC0.1111C I MILKI •- 51 1T`IEF` r- <br />---fw 1 20-176 <br />" .6 . ­E_��g � �Mf. 11 �I� <br />=_ *XtZ,t-(w-_-^ .1. ..,K, (W)M-1� I- ")IMR­­1 ; L-) - <br />C`_,, 1. _:� N. <br />, -F = - - - <br />*ALTILF I Ittuff I F.E. !-E ­­- 1 : . . - . - I - 9 v " <br />- - I-., . I , F: �7� <br />INSTALLATION DETAILS FOR REGULAR PANELSJ� & �jA <br />INTO EXISTING WOOD STRUCTURES <br />, I I I � - 1 7 <br />­­­­1 I : - I <br />'r 11 F_ -__.-___-I I <br />. 114-10 PANELWTIE PLUS I � I f!4-IG PAN MATE PLUS I 1 #14-10 PANFLMATE PLUS <br />* 6 1 /4, a c W/ 1 7/8' � a 6 1 /.' a c ./ <br />WEADED PENETRATION TO I TH& 1 /.' O.G.a C */ I ,," a - i i 1/1' <br />- -I __ _� READCO PENETRATION TO WOOD IIEADEP 1 - - T__ _� -.11m, KNE,.. TO <br />_T__ __ LXISING WOOD HEADED. �__ - EXISTING WCOD HEADER REOUIREt EyTSrK WOOD HEADER <br />II <br />i <br />I i ! <br />I 1 I I ; i __ ___ - - ! I 1 . . I - ­ I <br />I - - I . IiLl *1 ; ",,­/v 1 ,/.--3/� v1r1-vn* � i <" - � <br />I 11 I ,IPK, W. . � __0 ! - I _T_ MMKIAT"I, <br />T t - � ,!,NW, su . <br />i I , � - 0 I E7 S`Lc . I <br />WOOD4E � . I/` - ; , .1 � ,- <br />CADER +. i 2' I 7. <br />, � . I � .. I I <br />RE". Min. Ill �,I�E.D _q I i I <br />I , REGUI , Q ' - I . I lk,, I I . , � ­ I I <br />- , , <br />. I - - I -, � i J <br />LLi-al- LLFA LL_'� - <br />� WE �� ON I IT: 411 -1 �._ . I T`E`ICD.U[ - i <br />. <br />"- vHEE, a ; � SH,UT A . <br />: - MAMA - ; Fa� - SEMIXTION : . - SeFF" e <br />ARA_ 1 <br />10 Q�" I . : I 10 .A!I& � ! 1. � I <br />: W. PANEL417WH ... PANEL ,� I I, M­ PANEI Lzwl"� <br />1 ,/.*.-- I I/,'.- -` - i, ; tSFF NOTE 1) I/.,-' s. I .. � ; !SEE NnTE ') <br />� . � !/ " I - ./ 'Ir. . I .1 ./ I/- . I 1 <br />31M _"�' � 3/32' � W )w I <br />I �. - -I III. I "', , " 0 , � ,/.- - - I <br />. 6`0r, t .- i - - . : . - �. i <br />I il. ; ; I I I . <br />I I <br />I : I I <br />: I I <br />; I <br />. i "" � i i SOR <br />I ; I I I '50 . ; 0( %, <br />. : OF 'L' I I I 'L' <br />I i - ; - t � ;_ f. t - <br />I - i " <br />- I I I I A i '2] I ,- A - - I �,u i I V- <br />I ; [114 � 1 , , 7F� - I '�_ - <br />1�1, � 1 - : !,1.-­13,- " , , .mot' � 1=,1 I ,` I I - _ _;i - 0 - v". . 3*1m, <br />__� - <br />E0.. - I , �� - __1 , <br />4 �, I I - oc <br />. <br />. I mr, �Uf J I 0 t2 '/? - '"', * <br />�p I I 1, '/' - 4 " r - . to 1 12 7, 2' OX I I <br />i A - � ,q -.I" : A - <br />- I <br />: ; I __ __ <br />I <br />E,Q I , ��L -1 I I El. I _ -.- - . . To I I � <br />I <br />� I <br />_ � ._______, I . 4 ___:!�n . I I SCREWS <br />I - _1E - �,____I_ I . I .. L� SCRE <br />- I 6 '. o C ./I 1/2' <br />2'.4' *000 PLATE i rw wwo P,An ! 2'.4 WOO P�M MIN rHREADED <br />I - <br />._I , Nfol, _! - � � <br />REQUIRED 1_ 114-0 FMEL PLUS . REQ."-ED � RED 0 . i PE�EIIRATI AT <br />� I - 4 6 ,/A- DCT/ 1/8 i I i �111 MIOWHYTH V PLATE <br />THREADED PENETRATION 4 <br />I <br />W 1�4-11 LAG SCREWS 6 <br />t 7111", <br />I <br />j WI OF PLATE i . i* * i <br />. 0 C, STAGGERED *; i <br />! I i [ =o , 12- ." <br />, , <br />I PENCEI.. I <br />DIRECT MOUNTING INSTALLATION I AT MIDWKYTH OF PLATE -1 <br />ALTERNATIVE AW DIRECT MOUNT I WALL MOUNTING INSTALLATION DIRECT MOUNT I WALL A903INg INSTALLATION <br />A ALTERNATIVE <br />scmr 3/a-1. ALTERNATIVE SW <br />SCALE 3/A- I - SCALE 3/5-,* <br />NOTES: <br />1. ,NSIALLA'iDN FOR ALTERNATIVES 9W. 9W & IOW ONLY VALID FOR ... 111flool", <br />BUILDINGS WITH A_S,O DESIGN LOADS UP It) .43.8. -48.0 PIIJ. AND T• <br />PANELS LENGTH UP To 12'-4 �..!�!/,,,,114t;, <br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN -- , 1- <br />0 E N S,r' .T',, <br />-PINE NO. 2, W/_ SPECIr:C DENSITY OF 55 OR EQUALL� .46�1`1'��", " .. ,, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) <br />- - 1.11 <br />z -' No. 416 '. % ,� evnw. .. 11 <br />= <br />2 : * = 1 20 GAGE GALVANIZED STEEL STORY PANEL <br />= . : I � B. <br />­7 z *: TE I _ - <br />_ <br />I ,,:E-.f=,.w-rNQGE=CANBE - '... I - _�' - -- -- � (GLOBAL PROTECTION PRODUCTS, LLC-i ""�n' <br />'R , , <br />WAY $ <br />Pilo ..j ' ' � � S. 51 <br />COMBINED IN ANY TO Ur ANY . � ST TE _A�_ , \ 0 <br />, , " � .. " ;­v__/,,_, �-_ IMME I ". <br />INSTALLATION I S, �0" � , � 11LIECOomic", <br />,�� <br />11•11 IF _.. - .. - MR. __ � .,.I 'How (��, -5- 10 ,�)410, .10, <br />11"fSS11 N--4�o,V = ­­ - I-)- - _". <br />"'(11"t"'wori �_W.E/�n- � PDPI", <br />� I <br />,E. A Tup ., - � � - I. - 2_6 <br />...... - <br />I I <br />INSTALLATION DETAILS FOR OPTION # I FOR LIFE SAFETY STORM PANEL SYSTEM <br />. . 4, .. ° ° ., <br />. . ! 1 1/2 - YHREAMPF..[T%A� INTO EXISTING WOOD STRUCTURES <br />: I TO Mv� WOOD, �m <br />f <br />I __ , <br />� i 1 <br />4= AkATINItI-1 = ki � I <br />I I � ! I I <br />� ==F�.. _j i � <br />1� I 1 I . i I <br />- - - <br />; I j I . , I_ .�� I i <br />I . , - <br />. ! �"___ 2 to: I I I <br />� E 1 1 � 0 � . i <br />,4.- -- -- _4 � D. 1 , <br />oi I ' <br />1;� K E ' - � �� to', � __ I i <br />I <br />I I. I I - 1 I. G! 11 EO' I ; <br />- I I I- - <br />RODD ­ _____ - <br />REDURIIIII, I 1 t <br />I � I � � <br />I I 1� I <br />� ! ! i <br />� I I � � <br />__ -.-.-, ____ � --.%, - - � � .E,�. ; <br />=�:_,v---,- Ka��. - HEADER, <br />;g'.,ISr . 1 14 * �_ <br />i Y, ; d . 'e, I' I MD ` I , . - z ALTERNATIVE I ALTERNATIVE 2 <br />, . 4i " <br />- , <br />� NITS) (SEE -1 -;J L, : S. " -) 11"O 7 I .I, , . Te", i IT . � It <br />� <br />, e , <br />�� =Uz! t I � _ i ! <br />� I I � I <br />.,a. - .1 � I--- -1, . I 1 7 1 <br />stpotA­ 1 . <br />I ,PJ7-- <br />. To � I 1 i I I- - ------ -,-, . t----- __; <br />. . Ec, I Er, � <br />11 11 , I I -wimmiW t � <br />T I Q . -, -- " : OR : <br />I to! t <br />I I � I I 'D - I ' � � ------- I - ­1 <br />; I __ --- - I - , I,- , <br />I . I I <br />. - . 401111mmism i .= �, <br />i ­*, 1 ­71, � <br />� I � i I I Rfovwtu <br />- <br />F -i � � . . <br />I i I ! 1 --- � <br />� ' _�_� a �- 41 wal"Ret I - i I <br />; , <br />� . <br />I I 8 - ALTERNATIVE 4 <br />L I ' I. <br />j 4EQU� I 'Iv. , - SCREWS 0 .. oc, */ , I/?. <br />MM..Rf"D mw TON OR <br />i I I I r4, D.4/8' U� 21M% BUOPII� */ <br />1- ;/•,­�.r Ss .4 . v OC " /."-" PACLMXTE ,ERA,E 0 OP ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION <br />PANELINITE PLUS 6 6' O�C - IT <br />, C;% I 112' 10 ICAUL 3/1' <br />T.W.'PID PENS 0 WOOD <br />LATE .If ","fR FA-1 � - IaR C,AR,r, <br />,,1110-."11' <br />WALL MOUNTING INSTALLATION t/N <br />....... . . . <br />. <br />ALTERNATIVE 1W j: ... <br />SCALE 3/8' - I' ig, . 1. <br />z : FLORIDA BUILDING CODE (High Velocity Hurricane Zone) <br />z : NO. ,----- I <br />= .". ,,­ - <br />hQILL F III, �. __720 GAGE GAL' <br />7 NSTNLATIONS ARE ONL V40 MR B-D&GS � AS D. D�01 _�S L,R TO - �, ... ST E 0 - AY <br />zt� . - . , V/n/� <br />15� 5, -72 0 pe AND PAKU'S LfNG- UP TO a -8' , -1�,. .ct � R% -, - - " !GLOBAL PROTECTION PRODUCTS. LLC. o," <br />I I • <br />f�(;).F�,�, , "' <br />I i��-.. ,A T. -l' , _- -"r � , I � - 5. Smw � <br />2 �w . �/ SPECKC D[�� Or QS5 OR EQUAL= '11111"f8s I - . .., I, . . I - <br />0OR NEW WOO FRAME CONSTRUCTIOW WOOD MJOWKRS 10 BE S.,.IER, , , • 11LIECO 101c. \1 2 'I , "" ... �Ij . 0000"' ..,v,n`TM O" I -11 <br />. - <br />I - (-I." 'a"z"f.- V­ - i.-j-6. - 4-m.._ 20-176 <br />I 1 ir _,. 1 - <br />-L SLAL/�_­,/DATE ...m I.- ��.� 1.1. � r In, � <br />'T. P", � <br />I <br />_11-0 <br />Q) <br />Q) <br />= <br />U) -00 a) 4-i <br />­0 > r- 0 <br />L_ L_ _0 <br />a) CL = 0 <br />a) 0_ 0 L_ <br />C: cu -0 a- - <br />- -1-0 a) (1) <br />0) 0 _Cn -L-f <br />Q -0 -0 <br />- <br />= 2 0 -= ,a) <br />0 0�. C -2 5: <br />= = 0 LL <br />CIO 0 <br />Cn 0 > <br />- <br />. (n <br />cu OR <br />- C -6-0 <br />� -0 . - U) < <br />I (D <br />(D 12 <br />-#--a U) <br />11 I <br />0 <br />L_ <br />0- <br />U) 0_ <br />< <br />-6-0 <br />0 <br />(1) =3 <br />C- -0 <br />0 <br />m L_ <br />CL <br />0 (1) <br />m cf) <br />L. ICU <br />L. m <br />=3 LU <br />71E <br />< <br />a <br />m <br />< <br />_j <br />a - <br />I <br />. SHEET NO. <br />SH 1.1 <br />SEL SHEETS 10. I I AND 12 FOR ANCHORS � & SPACING FOR INSIAU,LTIONS INTO WOW FRAME OL"ING <br />.HIw. ANC Sp#ZP45 AND YjNRA%� I= �Ma ARE NDIcATED ON THIS SCH]MUL! FOR ED LESS <br />THAN M&IOATED ON SCNIEDVUE REDUCE ANCHOR SW.� W � M4,11Ic SPACING SHOWI, ON SCIEELjE � <br />II.E roILDIONG FACT MR �­S OPERATION TO K PMSU. REDUCED SPACING OBTAINED USING ,'4Cr>I <br />SILL AIM BE LESS It- WHIMLY SPACING INDICATED FOR �r! ANCHOR TYPE AT ANC�ORS LEGEND <br />ANCHIM TIM , /.,. Ile. I/... 1/4" ,/1'. I/ '. <br />IAPOOR a w-ow ml=A�Xnv ""'U'"" IAUK­ 20UD_w <br />_____ -----,-.----- " - <br />'b" ..K.O. 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I <br />10111,; L E0, I - I.-- E SZ;�SOWIWITAn <br />I <br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone <br />' <br />1Mx "I"YOG, - ! 20 GAGE GALVANIZED STEEL STORM PANEL � - <br />� eT <br />. - <br />j 0,/x/= <br />- ' \ GLOBAL PROTECTION PRODUCTS, LLCJ ., <br />11LIEC0.1111C I MILKI •- 51 1T`IEF` r- <br />---fw 1 20-176 <br />" .6 . ­E_��g � �Mf. 11 �I� <br />=_ *XtZ,t-(w-_-^ .1. ..,K, (W)M-1� I- ")IMR­­1 ; L-) - <br />C`_,, 1. _:� N. <br />, -F = - - - <br />*ALTILF I Ittuff I F.E. !-E ­­- 1 : . . - . - I - 9 v " <br />- - I-., . I , F: �7� <br />INSTALLATION DETAILS FOR REGULAR PANELSJ� & �jA <br />INTO EXISTING WOOD STRUCTURES <br />, I I I � - 1 7 <br />­­­­1 I : - I <br />'r 11 F_ -__.-___-I I <br />. 114-10 PANELWTIE PLUS I � I f!4-IG PAN MATE PLUS I 1 #14-10 PANFLMATE PLUS <br />* 6 1 /4, a c W/ 1 7/8' � a 6 1 /.' a c ./ <br />WEADED PENETRATION TO I TH& 1 /.' O.G.a C */ I ,," a - i i 1/1' <br />- -I __ _� READCO PENETRATION TO WOOD IIEADEP 1 - - T__ _� -.11m, KNE,.. TO <br />_T__ __ LXISING WOOD HEADED. �__ - EXISTING WCOD HEADER REOUIREt EyTSrK WOOD HEADER <br />II <br />i <br />I i ! <br />I 1 I I ; i __ ___ - - ! I 1 . . I - ­ I <br />I - - I . IiLl *1 ; ",,­/v 1 ,/.--3/� v1r1-vn* � i <" - � <br />I 11 I ,IPK, W. . � __0 ! - I _T_ MMKIAT"I, <br />T t - � ,!,NW, su . <br />i I , � - 0 I E7 S`Lc . I <br />WOOD4E � . I/` - ; , .1 � ,- <br />CADER +. i 2' I 7. <br />, � . I � .. I I <br />RE". Min. Ill �,I�E.D _q I i I <br />I , REGUI , Q ' - I . I lk,, I I . , � ­ I I <br />- , , <br />. I - - I -, � i J <br />LLi-al- LLFA LL_'� - <br />� WE �� ON I IT: 411 -1 �._ . I T`E`ICD.U[ - i <br />. <br />"- vHEE, a ; � SH,UT A . <br />: - MAMA - ; Fa� - SEMIXTION : . - SeFF" e <br />ARA_ 1 <br />10 Q�" I . : I 10 .A!I& � ! 1. � I <br />: W. PANEL417WH ... PANEL ,� I I, M­ PANEI Lzwl"� <br />1 ,/.*.-- I I/,'.- -` - i, ; tSFF NOTE 1) I/.,-' s. I .. � ; !SEE NnTE ') <br />� . � !/ " I - ./ 'Ir. . I .1 ./ I/- . I 1 <br />31M _"�' � 3/32' � W )w I <br />I �. - -I III. I "', , " 0 , � ,/.- - - I <br />. 6`0r, t .- i - - . : . - �. i <br />I il. ; ; I I I . <br />I I <br />I : I I <br />: I I <br />; I <br />. i "" � i i SOR <br />I ; I I I '50 . ; 0( %, <br />. : OF 'L' I I I 'L' <br />I i - ; - t � ;_ f. t - <br />I - i " <br />- I I I I A i '2] I ,- A - - I �,u i I V- <br />I ; [114 � 1 , , 7F� - I '�_ - <br />1�1, � 1 - : !,1.-­13,- " , , .mot' � 1=,1 I ,` I I - _ _;i - 0 - v". . 3*1m, <br />__� - <br />E0.. - I , �� - __1 , <br />4 �, I I - oc <br />. <br />. I mr, �Uf J I 0 t2 '/? - '"', * <br />�p I I 1, '/' - 4 " r - . to 1 12 7, 2' OX I I <br />i A - � ,q -.I" : A - <br />- I <br />: ; I __ __ <br />I <br />E,Q I , ��L -1 I I El. I _ -.- - . . To I I � <br />I <br />� I <br />_ � ._______, I . 4 ___:!�n . I I SCREWS <br />I - _1E - �,____I_ I . I .. 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FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN -- , 1- <br />0 E N S,r' .T',, <br />-PINE NO. 2, W/_ SPECIr:C DENSITY OF 55 OR EQUALL� .46�1`1'��", " .. ,, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) <br />- - 1.11 <br />z -' No. 416 '. % ,� evnw. .. 11 <br />= <br />2 : * = 1 20 GAGE GALVANIZED STEEL STORY PANEL <br />= . : I � B. <br />­7 z *: TE I _ - <br />_ <br />I ,,:E-.f=,.w-rNQGE=CANBE - '... I - _�' - -- -- � (GLOBAL PROTECTION PRODUCTS, LLC-i ""�n' <br />'R , , <br />WAY $ <br />Pilo ..j ' ' � � S. 51 <br />COMBINED IN ANY TO Ur ANY . � ST TE _A�_ , \ 0 <br />, , " � .. " ;­v__/,,_, �-_ IMME I ". <br />INSTALLATION I S, �0" � , � 11LIECOomic", <br />,�� <br />11•11 IF _.. - .. - MR. __ � .,.I 'How (��, -5- 10 ,�)410, .10, <br />11"fSS11 N--4�o,V = ­­ - I-)- - _". <br />"'(11"t"'wori �_W.E/�n- � PDPI", <br />� I <br />,E. A Tup ., - � � - I. - 2_6 <br />...... - <br />I I <br />INSTALLATION DETAILS FOR OPTION # I FOR LIFE SAFETY STORM PANEL SYSTEM <br />. . 4, .. ° ° ., <br />. . ! 1 1/2 - YHREAMPF..[T%A� INTO EXISTING WOOD STRUCTURES <br />: I TO Mv� WOOD, �m <br />f <br />I __ , <br />� i 1 <br />4= AkATINItI-1 = ki � I <br />I I � ! I I <br />� ==F�.. _j i � <br />1� I 1 I . i I <br />- - - <br />; I j I . , I_ .�� I i <br />I . , - <br />. ! �"___ 2 to: I I I <br />� E 1 1 � 0 � . i <br />,4.- -- -- _4 � D. 1 , <br />oi I ' <br />1;� K E ' - � �� to', � __ I i <br />I <br />I I. I I - 1 I. G! 11 EO' I ; <br />- I I I- - <br />RODD ­ _____ - <br />REDURIIIII, I 1 t <br />I � I � � <br />I I 1� I <br />� ! ! i <br />� I I � � <br />__ -.-.-, ____ � --.%, - - � � .E,�. ; <br />=�:_,v---,- Ka��. - HEADER, <br />;g'.,ISr . 1 14 * �_ <br />i Y, ; d . 'e, I' I MD ` I , . - z ALTERNATIVE I ALTERNATIVE 2 <br />, . 4i " <br />- , <br />� NITS) (SEE -1 -;J L, : S. " -) 11"O 7 I .I, , . 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ST E 0 - AY <br />zt� . - . , V/n/� <br />15� 5, -72 0 pe AND PAKU'S LfNG- UP TO a -8' , -1�,. .ct � R% -, - - " !GLOBAL PROTECTION PRODUCTS. LLC. o," <br />I I • <br />f�(;).F�,�, , "' <br />I i��-.. ,A T. -l' , _- -"r � , I � - 5. Smw � <br />2 �w . �/ SPECKC D[�� Or QS5 OR EQUAL= '11111"f8s I - . .., I, . . I - <br />0OR NEW WOO FRAME CONSTRUCTIOW WOOD MJOWKRS 10 BE S.,.IER, , , • 11LIECO 101c. \1 2 'I , "" ... �Ij . 0000"' ..,v,n`TM O" I -11 <br />. - <br />I - (-I." 'a"z"f.- V­ - i.-j-6. - 4-m.._ 20-176 <br />I 1 ir _,. 1 - <br />-L SLAL/�_­,/DATE ...m I.- ��.� 1.1. � r In, � <br />'T. P", � <br />I <br />_11-0 <br />Q) <br />Q) <br />= <br />U) -00 a) 4-i <br />­0 > r- 0 <br />L_ L_ _0 <br />a) CL = 0 <br />a) 0_ 0 L_ <br />C: cu -0 a- - <br />- -1-0 a) (1) <br />0) 0 _Cn -L-f <br />Q -0 -0 <br />- <br />= 2 0 -= ,a) <br />0 0�. C -2 5: <br />= = 0 LL <br />CIO 0 <br />Cn 0 > <br />- <br />. 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O.G.a C */ I ,," a - i i 1/1' <br />- -I __ _� READCO PENETRATION TO WOOD IIEADEP 1 - - T__ _� -.11m, KNE,.. TO <br />_T__ __ LXISING WOOD HEADED. �__ - EXISTING WCOD HEADER REOUIREt EyTSrK WOOD HEADER <br />II <br />i <br />I i ! <br />I 1 I I ; i __ ___ - - ! I 1 . . I - ­ I <br />I - - I . IiLl *1 ; ",,­/v 1 ,/.--3/� v1r1-vn* � i <" - � <br />I 11 I ,IPK, W. . � __0 ! - I _T_ MMKIAT"I, <br />T t - � ,!,NW, su . <br />i I , � - 0 I E7 S`Lc . I <br />WOOD4E � . I/` - ; , .1 � ,- <br />CADER +. i 2' I 7. <br />, � . I � .. I I <br />RE". Min. Ill �,I�E.D _q I i I <br />I , REGUI , Q ' - I . I lk,, I I . , � ­ I I <br />- , , <br />. I - - I -, � i J <br />LLi-al- LLFA LL_'� - <br />� WE �� ON I IT: 411 -1 �._ . I T`E`ICD.U[ - i <br />. <br />"- vHEE, a ; � SH,UT A . <br />: - MAMA - ; Fa� - SEMIXTION : . - SeFF" e <br />ARA_ 1 <br />10 Q�" I . : I 10 .A!I& � ! 1. � I <br />: W. PANEL417WH ... PANEL ,� I I, M­ PANEI Lzwl"� <br />1 ,/.*.-- I I/,'.- -` - i, ; tSFF NOTE 1) I/.,-' s. I .. � ; !SEE NnTE ') <br />� . � !/ " I - ./ 'Ir. . I .1 ./ I/- . I 1 <br />31M _"�' � 3/32' � W )w I <br />I �. - -I III. I "', , " 0 , � ,/.- - - I <br />. 6`0r, t .- i - - . : . - �. i <br />I il. ; ; I I I . <br />I I <br />I : I I <br />: I I <br />; I <br />. i "" � i i SOR <br />I ; I I I '50 . ; 0( %, <br />. : OF 'L' I I I 'L' <br />I i - ; - t � ;_ f. t - <br />I - i " <br />- I I I I A i '2] I ,- A - - I �,u i I V- <br />I ; [114 � 1 , , 7F� - I '�_ - <br />1�1, � 1 - : !,1.-­13,- " , , .mot' � 1=,1 I ,` I I - _ _;i - 0 - v". . 3*1m, <br />__� - <br />E0.. - I , �� - __1 , <br />4 �, I I - oc <br />. <br />. I mr, �Uf J I 0 t2 '/? - '"', * <br />�p I I 1, '/' - 4 " r - . to 1 12 7, 2' OX I I <br />i A - � ,q -.I" : A - <br />- I <br />: ; I __ __ <br />I <br />E,Q I , ��L -1 I I El. I _ -.- - . . To I I � <br />I <br />� I <br />_ � ._______, I . 4 ___:!�n . I I SCREWS <br />I - _1E - �,____I_ I . I .. 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FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN -- , 1- <br />0 E N S,r' .T',, <br />-PINE NO. 2, W/_ SPECIr:C DENSITY OF 55 OR EQUALL� .46�1`1'��", " .. ,, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) <br />- - 1.11 <br />z -' No. 416 '. % ,� evnw. .. 11 <br />= <br />2 : * = 1 20 GAGE GALVANIZED STEEL STORY PANEL <br />= . : I � B. <br />­7 z *: TE I _ - <br />_ <br />I ,,:E-.f=,.w-rNQGE=CANBE - '... I - _�' - -- -- � (GLOBAL PROTECTION PRODUCTS, LLC-i ""�n' <br />'R , , <br />WAY $ <br />Pilo ..j ' ' � � S. 51 <br />COMBINED IN ANY TO Ur ANY . � ST TE _A�_ , \ 0 <br />, , " � .. " ;­v__/,,_, �-_ IMME I ". <br />INSTALLATION I S, �0" � , � 11LIECOomic", <br />,�� <br />11•11 IF _.. - .. - MR. __ � .,.I 'How (��, -5- 10 ,�)410, .10, <br />11"fSS11 N--4�o,V = ­­ - I-)- - _". <br />"'(11"t"'wori �_W.E/�n- � PDPI", <br />� I <br />,E. 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ST E 0 - AY <br />zt� . - . , V/n/� <br />15� 5, -72 0 pe AND PAKU'S LfNG- UP TO a -8' , -1�,. .ct � R% -, - - " !GLOBAL PROTECTION PRODUCTS. LLC. o," <br />I I • <br />f�(;).F�,�, , "' <br />I i��-.. ,A T. -l' , _- -"r � , I � - 5. Smw � <br />2 �w . �/ SPECKC D[�� Or QS5 OR EQUAL= '11111"f8s I - . .., I, . . I - <br />0OR NEW WOO FRAME CONSTRUCTIOW WOOD MJOWKRS 10 BE S.,.IER, , , • 11LIECO 101c. \1 2 'I , "" ... �Ij . 0000"' ..,v,n`TM O" I -11 <br />. - <br />I - (-I." 'a"z"f.- V­ - i.-j-6. - 4-m.._ 20-176 <br />I 1 ir _,. 1 - <br />-L SLAL/�_­,/DATE ...m I.- ��.� 1.1. � r In, � <br />'T. P", � <br />I <br />_11-0 <br />Q) <br />Q) <br />= <br />U) -00 a) 4-i <br />­0 > r- 0 <br />L_ L_ _0 <br />a) CL = 0 <br />a) 0_ 0 L_ <br />C: cu -0 a- - <br />- -1-0 a) (1) <br />0) 0 _Cn -L-f <br />Q -0 -0 <br />- <br />= 2 0 -= ,a) <br />0 0�. C -2 5: <br />= = 0 LL <br />CIO 0 <br />Cn 0 > <br />- <br />. (n <br />cu OR <br />- C -6-0 <br />� -0 . - U) < <br />I (D <br />(D 12 <br />-#--a U) <br />11 I <br />0 <br />L_ <br />0- <br />U) 0_ <br />< <br />-6-0 <br />0 <br />(1) =3 <br />C- -0 <br />0 <br />m L_ <br />CL <br />0 (1) <br />m cf) <br />L. ICU <br />L. m <br />=3 LU <br />71E <br />< <br />a <br />m <br />< <br />_j <br />a - <br />I <br />. SHEET NO. <br />SH 1.1 <br />INSTALLATION DETAILS FOR REGULAR PANELSJ� & �jA <br />INTO EXISTING WOOD STRUCTURES <br />, I I I � - 1 7 <br />­­­­1 I : - I <br />'r 11 F_ -__.-___-I I <br />. 114-10 PANELWTIE PLUS I � I f!4-IG PAN MATE PLUS I 1 #14-10 PANFLMATE PLUS <br />* 6 1 /4, a c W/ 1 7/8' � a 6 1 /.' a c ./ <br />WEADED PENETRATION TO I TH& 1 /.' O.G.a C */ I ,," a - i i 1/1' <br />- -I __ _� READCO PENETRATION TO WOOD IIEADEP 1 - - T__ _� -.11m, KNE,.. TO <br />_T__ __ LXISING WOOD HEADED. �__ - EXISTING WCOD HEADER REOUIREt EyTSrK WOOD HEADER <br />II <br />i <br />I i ! <br />I 1 I I ; i __ ___ - - ! I 1 . . 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I "', , " 0 , � ,/.- - - I <br />. 6`0r, t .- i - - . : . - �. i <br />I il. ; ; I I I . <br />I I <br />I : I I <br />: I I <br />; I <br />. i "" � i i SOR <br />I ; I I I '50 . ; 0( %, <br />. : OF 'L' I I I 'L' <br />I i - ; - t � ;_ f. t - <br />I - i " <br />- I I I I A i '2] I ,- A - - I �,u i I V- <br />I ; [114 � 1 , , 7F� - I '�_ - <br />1�1, � 1 - : !,1.-­13,- " , , .mot' � 1=,1 I ,` I I - _ _;i - 0 - v". . 3*1m, <br />__� - <br />E0.. - I , �� - __1 , <br />4 �, I I - oc <br />. <br />. I mr, �Uf J I 0 t2 '/? - '"', * <br />�p I I 1, '/' - 4 " r - . to 1 12 7, 2' OX I I <br />i A - � ,q -.I" : A - <br />- I <br />: ; I __ __ <br />I <br />E,Q I , ��L -1 I I El. I _ -.- - . . To I I � <br />I <br />� I <br />_ � ._______, I . 4 ___:!�n . I I SCREWS <br />I - _1E - �,____I_ I . I .. L� SCRE <br />- I 6 '. o C ./I 1/2' <br />2'.4' *000 PLATE i rw wwo P,An ! 2'.4 WOO P�M MIN rHREADED <br />I - <br />._I , Nfol, _! - � � <br />REQUIRED 1_ 114-0 FMEL PLUS . REQ."-ED � RED 0 . i PE�EIIRATI AT <br />� I - 4 6 ,/A- DCT/ 1/8 i I i �111 MIOWHYTH V PLATE <br />THREADED PENETRATION 4 <br />I <br />W 1�4-11 LAG SCREWS 6 <br />t 7111", <br />I <br />j WI OF PLATE i . i* * i <br />. 0 C, STAGGERED *; i <br />! I i [ =o , 12- ." <br />, , <br />I PENCEI.. I <br />DIRECT MOUNTING INSTALLATION I AT MIDWKYTH OF PLATE -1 <br />ALTERNATIVE AW DIRECT MOUNT I WALL MOUNTING INSTALLATION DIRECT MOUNT I WALL A903INg INSTALLATION <br />A ALTERNATIVE <br />scmr 3/a-1. ALTERNATIVE SW <br />SCALE 3/A- I - SCALE 3/5-,* <br />NOTES: <br />1. ,NSIALLA'iDN FOR ALTERNATIVES 9W. 9W & IOW ONLY VALID FOR ... 111flool", <br />BUILDINGS WITH A_S,O DESIGN LOADS UP It) .43.8. -48.0 PIIJ. AND T• <br />PANELS LENGTH UP To 12'-4 �..!�!/,,,,114t;, <br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN -- , 1- <br />0 E N S,r' .T',, <br />-PINE NO. 2, W/_ SPECIr:C DENSITY OF 55 OR EQUALL� .46�1`1'��", " .. ,, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) <br />- - 1.11 <br />z -' No. 416 '. % ,� evnw. .. 11 <br />= <br />2 : * = 1 20 GAGE GALVANIZED STEEL STORY PANEL <br />= . : I � B. <br />­7 z *: TE I _ - <br />_ <br />I ,,:E-.f=,.w-rNQGE=CANBE - '... I - _�' - -- -- � (GLOBAL PROTECTION PRODUCTS, LLC-i ""�n' <br />'R , , <br />WAY $ <br />Pilo ..j ' ' � � S. 51 <br />COMBINED IN ANY TO Ur ANY . � ST TE _A�_ , \ 0 <br />, , " � .. " ;­v__/,,_, �-_ IMME I ". <br />INSTALLATION I S, �0" � , � 11LIECOomic", <br />,�� <br />11•11 IF _.. - .. - MR. __ � .,.I 'How (��, -5- 10 ,�)410, .10, <br />11"fSS11 N--4�o,V = ­­ - I-)- - _". <br />"'(11"t"'wori �_W.E/�n- � PDPI", <br />� I <br />,E. 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Te", i IT . � It <br />� <br />, e , <br />�� =Uz! t I � _ i ! <br />� I I � I <br />.,a. - .1 � I--- -1, . I 1 7 1 <br />stpotA­ 1 . <br />I ,PJ7-- <br />. To � I 1 i I I- - ------ -,-, . t----- __; <br />. . Ec, I Er, � <br />11 11 , I I -wimmiW t � <br />T I Q . -, -- " : OR : <br />I to! t <br />I I � I I 'D - I ' � � ------- I - ­1 <br />; I __ --- - I - , I,- , <br />I . I I <br />. - . 401111mmism i .= �, <br />i ­*, 1 ­71, � <br />� I � i I I Rfovwtu <br />- <br />F -i � � . . <br />I i I ! 1 --- � <br />� ' _�_� a �- 41 wal"Ret I - i I <br />; , <br />� . <br />I I 8 - ALTERNATIVE 4 <br />L I ' I. <br />j 4EQU� I 'Iv. , - SCREWS 0 .. oc, */ , I/?. <br />MM..Rf"D mw TON OR <br />i I I I r4, D.4/8' U� 21M% BUOPII� */ <br />1- ;/•,­�.r Ss .4 . v OC " /."-" PACLMXTE ,ERA,E 0 OP ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION <br />PANELINITE PLUS 6 6' O�C - IT <br />, C;% I 112' 10 ICAUL 3/1' <br />T.W.'PID PENS 0 WOOD <br />LATE .If ","fR FA-1 � - IaR C,AR,r, <br />,,1110-."11' <br />WALL MOUNTING INSTALLATION t/N <br />....... . . . <br />. <br />ALTERNATIVE 1W j: ... <br />SCALE 3/8' - I' ig, . 1. <br />z : FLORIDA BUILDING CODE (High Velocity Hurricane Zone) <br />z : NO. ,----- I <br />= .". ,,­ - <br />hQILL F III, �. __720 GAGE GAL' <br />7 NSTNLATIONS ARE ONL V40 MR B-D&GS � AS D. D�01 _�S L,R TO - �, ... ST E 0 - AY <br />zt� . - . , V/n/� <br />15� 5, -72 0 pe AND PAKU'S LfNG- UP TO a -8' , -1�,. .ct � R% -, - - " !GLOBAL PROTECTION PRODUCTS. LLC. o," <br />I I • <br />f�(;).F�,�, , "' <br />I i��-.. ,A T. -l' , _- -"r � , I � - 5. Smw � <br />2 �w . �/ SPECKC D[�� Or QS5 OR EQUAL= '11111"f8s I - . .., I, . . I - <br />0OR NEW WOO FRAME CONSTRUCTIOW WOOD MJOWKRS 10 BE S.,.IER, , , • 11LIECO 101c. \1 2 'I , "" ... �Ij . 0000"' ..,v,n`TM O" I -11 <br />. - <br />I - (-I." 'a"z"f.- V­ - i.-j-6. - 4-m.._ 20-176 <br />I 1 ir _,. 1 - <br />-L SLAL/�_­,/DATE ...m I.- ��.� 1.1. � r In, � <br />'T. P", � <br />I <br />_11-0 <br />Q) <br />Q) <br />= <br />U) -00 a) 4-i <br />­0 > r- 0 <br />L_ L_ _0 <br />a) CL = 0 <br />a) 0_ 0 L_ <br />C: cu -0 a- - <br />- -1-0 a) (1) <br />0) 0 _Cn -L-f <br />Q -0 -0 <br />- <br />= 2 0 -= ,a) <br />0 0�. C -2 5: <br />= = 0 LL <br />CIO 0 <br />Cn 0 > <br />- <br />. (n <br />cu OR <br />- C -6-0 <br />� -0 . - U) < <br />I (D <br />(D 12 <br />-#--a U) <br />11 I <br />0 <br />L_ <br />0- <br />U) 0_ <br />< <br />-6-0 <br />0 <br />(1) =3 <br />C- -0 <br />0 <br />m L_ <br />CL <br />0 (1) <br />m cf) <br />L. ICU <br />L. m <br />=3 LU <br />71E <br />< <br />a <br />m <br />< <br />_j <br />a - <br />I <br />. SHEET NO. <br />SH 1.1 <br />INSTALLATION DETAILS FOR OPTION # I FOR LIFE SAFETY STORM PANEL SYSTEM <br />. . 4, .. ° ° ., <br />. . ! 1 1/2 - YHREAMPF..[T%A� INTO EXISTING WOOD STRUCTURES <br />: I TO Mv� WOOD, �m <br />f <br />I __ , <br />� i 1 <br />4= AkATINItI-1 = ki � I <br />I I � ! I I <br />� ==F�.. _j i � <br />1� I 1 I . i I <br />- - - <br />; I j I . , I_ .�� I i <br />I . , - <br />. ! �"___ 2 to: I I I <br />� E 1 1 � 0 � . i <br />,4.- -- -- _4 � D. 1 , <br />oi I ' <br />1;� K E ' - � �� to', � __ I i <br />I <br />I I. I I - 1 I. G! 11 EO' I ; <br />- I I I- - <br />RODD ­ _____ - <br />REDURIIIII, I 1 t <br />I � I � � <br />I I 1� I <br />� ! ! i <br />� I I � � <br />__ -.-.-, ____ � --.%, - - � � .E,�. ; <br />=�:_,v---,- Ka��. - HEADER, <br />;g'.,ISr . 1 14 * �_ <br />i Y, ; d . 'e, I' I MD ` I , . - z ALTERNATIVE I ALTERNATIVE 2 <br />, . 4i " <br />- , <br />� NITS) (SEE -1 -;J L, : S. " -) 11"O 7 I .I, , . Te", i IT . � It <br />� <br />, e , <br />�� =Uz! t I � _ i ! <br />� I I � I <br />.,a. - .1 � I--- -1, . I 1 7 1 <br />stpotA­ 1 . <br />I ,PJ7-- <br />. To � I 1 i I I- - ------ -,-, . t----- __; <br />. . Ec, I Er, � <br />11 11 , I I -wimmiW t � <br />T I Q . -, -- " : OR : <br />I to! t <br />I I � I I 'D - I ' � � ------- I - ­1 <br />; I __ --- - I - , I,- , <br />I . I I <br />. - . 401111mmism i .= �, <br />i ­*, 1 ­71, � <br />� I � i I I Rfovwtu <br />- <br />F -i � � . . <br />I i I ! 1 --- � <br />� ' _�_� a �- 41 wal"Ret I - i I <br />; , <br />� . <br />I I 8 - ALTERNATIVE 4 <br />L I ' I. <br />j 4EQU� I 'Iv. , - SCREWS 0 .. oc, */ , I/?. <br />MM..Rf"D mw TON OR <br />i I I I r4, D.4/8' U� 21M% BUOPII� */ <br />1- ;/•,­�.r Ss .4 . v OC " /."-" PACLMXTE ,ERA,E 0 OP ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION <br />PANELINITE PLUS 6 6' O�C - IT <br />, C;% I 112' 10 ICAUL 3/1' <br />T.W.'PID PENS 0 WOOD <br />LATE .If ","fR FA-1 � - IaR C,AR,r, <br />,,1110-."11' <br />WALL MOUNTING INSTALLATION t/N <br />....... . . . <br />. <br />ALTERNATIVE 1W j: ... <br />SCALE 3/8' - I' ig, . 1. <br />z : FLORIDA BUILDING CODE (High Velocity Hurricane Zone) <br />z : NO. ,----- I <br />= .". ,,­ - <br />hQILL F III, �. __720 GAGE GAL' <br />7 NSTNLATIONS ARE ONL V40 MR B-D&GS � AS D. D�01 _�S L,R TO - �, ... ST E 0 - AY <br />zt� . - . , V/n/� <br />15� 5, -72 0 pe AND PAKU'S LfNG- UP TO a -8' , -1�,. .ct � R% -, - - " !GLOBAL PROTECTION PRODUCTS. LLC. o," <br />I I • <br />f�(;).F�,�, , "' <br />I i��-.. ,A T. -l' , _- -"r � , I � - 5. Smw � <br />2 �w . �/ SPECKC D[�� Or QS5 OR EQUAL= '11111"f8s I - . .., I, . . I - <br />0OR NEW WOO FRAME CONSTRUCTIOW WOOD MJOWKRS 10 BE S.,.IER, , , • 11LIECO 101c. \1 2 'I , "" ... �Ij . 0000"' ..,v,n`TM O" I -11 <br />. - <br />I - (-I." 'a"z"f.- V­ - i.-j-6. - 4-m.._ 20-176 <br />I 1 ir _,. 1 - <br />-L SLAL/�_­,/DATE ...m I.- ��.� 1.1. � r In, � <br />'T. P", � <br />I <br />_11-0 <br />Q) <br />Q) <br />= <br />U) -00 a) 4-i <br />­0 > r- 0 <br />L_ L_ _0 <br />a) CL = 0 <br />a) 0_ 0 L_ <br />C: cu -0 a- - <br />- -1-0 a) (1) <br />0) 0 _Cn -L-f <br />Q -0 -0 <br />- <br />= 2 0 -= ,a) <br />0 0�. C -2 5: <br />= = 0 LL <br />CIO 0 <br />Cn 0 > <br />- <br />. (n <br />cu OR <br />- C -6-0 <br />� -0 . - U) < <br />I (D <br />(D 12 <br />-#--a U) <br />11 I <br />0 <br />L_ <br />0- <br />U) 0_ <br />< <br />-6-0 <br />0 <br />(1) =3 <br />C- -0 <br />0 <br />m L_ <br />CL <br />0 (1) <br />m cf) <br />L. ICU <br />L. m <br />=3 LU <br />71E <br />< <br />a <br />m <br />< <br />_j <br />a - <br />I <br />. SHEET NO. <br />SH 1.1 <br />_11-0 <br />Q) <br />Q) <br />= <br />U) -00 a) 4-i <br />­0 > r- 0 <br />L_ L_ _0 <br />a) CL = 0 <br />a) 0_ 0 L_ <br />C: cu -0 a- - <br />- -1-0 a) (1) <br />0) 0 _Cn -L-f <br />Q -0 -0 <br />- <br />= 2 0 -= ,a) <br />0 0�. C -2 5: <br />= = 0 LL <br />CIO 0 <br />Cn 0 > <br />- <br />. (n <br />cu OR <br />- C -6-0 <br />� -0 . - U) < <br />I (D <br />(D 12 <br />-#--a U) <br />11 I <br />0 <br />L_ <br />0- <br />U) 0_ <br />< <br />-6-0 <br />0 <br />(1) =3 <br />C- -0 <br />0 <br />m L_ <br />CL <br />0 (1) <br />m cf) <br />L. ICU <br />L. m <br />=3 LU <br />71E <br />< <br />a <br />m <br />< <br />_j <br />a - <br />I <br />. SHEET NO. <br />SH 1.1 <br />I (D <br />(D 12 <br />-#--a U) <br />11 I <br />0 <br />L_ <br />0- <br />U) 0_ <br />< <br />-6-0 <br />0 <br />(1) =3 <br />C- -0 <br />0 <br />m L_ <br />CL <br />0 (1) <br />m cf) <br />L. ICU <br />L. m <br />=3 LU <br />71E <br />< <br />a <br />m <br />< <br />_j <br />a - <br />I <br />. SHEET NO. <br />SH 1.1 <br />