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HEIR III 11■ 1 11 I I III F�I�q + II'I! I' 1 I I II III I III _I-t I- I] II_-1011I 1 III] 1W 1IPIIIr R I <br />I "I I I I Fri LLI <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (n ..f.) AND <br />CORRESPONDING PY PEL" SCHEDULEMAXIMUM A.S.D. DEESURETNRATING C.EPAUM ANC I <br />FOR SERIES PANEL Y SPACING SCHEDULE ISEBLOCK � E c _ EM DISTANCE I <br />_ <br />Y63D_9NLYF�PF I­J 4'SNIwuD Y F9EAFE:_NaTA::.!LS�.PiR SL n:ns L__H_Ru. __i1+y1ET`._ <br />IIIA%IIALIMI .• WJEIMIM A.S.D. Mm, P YAXNAIM ANCHOitS SPACtl1f EDIT D. . ANEI Li11CTN f t/7' AP T APPLICABLE C <br />MM ARAT P �: <br />06NG PR[$SURE 1' (( )) I NNIM SEO DN PAWL APPLY.,ABLE TO ASO DE$tG!i----_._ __ _._ I <br />TO GLASS CONDITION T <br />SECTIONS <br />RATXNG (D..1) (SEE $EGfIDi35} PRESSURE TAPLX]I.5 (..LIEU-M PANCIAMR EEYALF C PNNELNATE P ANT GaM®rAMIN YAXIYW PANEL <br />--- -_ _ - --T -_1_-_ <br />''. 2. 3'. 'T, RATING TO COrXFCTF 0 BLOCx ! m CONCRETE 10 CONCRETE 1T0 CONCRETE E I OF WHEY i LENT„ 1• (NJ <br />•a6.0. -753 70. OR LESS 2 9/16• II ICED • P_..1, 1 <br />OCK <br />2YI 3' 3NJ <br />+ f2' NJA 1 12• N/A 12' I N/A I 12• I N/A I 1' tr 2' (TOP) <br />� <br />.660. S.3 I OR I e• BO'_Tm 0 LESS J I ' : it � <br />I - '� <br />(BOTTOM) <br />3 1 •' 4' 0 3' � 5• 5' I i <br />1 ! SERIES 2000 .- <br />1 s:- _._ ... <br />• BOLTED / / 20+3/4' SS Y5 tr WNCNVI AT LT'NERIAP tr 10R OF PANEL I,ENL H - - <br />'', !6-1 <br />MEASURED <br />NFASURED FROM00n0Y OF PANEL 11' }' ,2' S' B• I 6• 6, 1' (BOTTOM) <br />{f 1 SEALIS 1000 ++ I <br />.._.--- <br />- <br />�• <br />N <br />N A <br />i ' NIA ( N/A / N/A NJA NJA 2/2 T (BOTTOM) I <br />I <br />66 _ 70 OR t_55 <br />- 7' N/A 6 1J2- N/A- I A.. UJ2' N/A_ 4 1/2' N/A 3' (TOP) <br />- _ _ <br />E _ <br />- i -� <br />H A 1 N 1 A <br />1" 2 1 A N-' 9 NA / i T � 9 < / /<' 3' 001'T <br />/ / / OM <br />( J� <br />Ir <br />j <br />12- I <br />N/A I 12• N/A IZ• I N/A 12' NIA i (TOP} <br />�- ..-._ - ----�_ <br />12' 6' 1 12- 1 9 1/2' 12' 1,• 12' ,. 4' (BOTTOM) I <br />. LIMITED TO 86.0 p.. t AS D DESIGN PRESSURE HATING I <br />II <br />ASQ FOR ANCHORS TYPE tr SPACXNG FOR MST 'IONS NIO REOURES ... DSTA+C'E BETWEEN Cc SKEET 26 AUA YD00 -,1rf BOTTOM PANEL <br />FRAME OUNLOM t <br />kI <br />MINIMUM ANCNOP SPACINGS AND 4 - EDGE MYANOE ARE INOIGTED PN 1.5 AND a) TO BE T/2• -IN <br />SCHEDULE. FOR E.O. LESS FHAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING <br />BY MULTIPLYING SPICNL SHOWN ON F 8T )r( FIMLO,.X+G ACTORS EDIT <br />THIS REDUCED <br />TO An P0698LL RmUCE➢ MR FACTOR Swt. _V(. <br />NOT K 1E55 THAN YFYUM SPACe1G NPCAtED FOR EACH IJIOIOR TYPE Al <br />t LESS IED EACHOBTAINED HOR <br />ANCH01t5 LEGEND <br />I <br />,/4•. 1/.'. I/.•. 1/4-. ++ REQUIRES ... DISTANCE BETWEEN 801M. Of PANIC, <br />Ala= TwR <br />0' <br />TAPPON, /W.RLIATE 14MEUMR Oy, AND (D TO BE 3/1 J3/16. <br />I <br />_ 1 N0. <br />] J ] . . NNOI TROMP ] , <br />. ['4nA.1. .7 9A <br />pv.AAA ____ _._ _- --._... -_. _...- _.. __ _ _. <br />oA) <br />mm EA HMCo I� gem <br />/] <br />_.... _ ._ _. -.._ .- - _ _ _ <br />10I -- SO - <br />- -I% -0 <br />- <br />I <br />11� <br />_. <br />I— <br />] 1 - Ia -_-N,wm <br />1....14.... "Irry.A <br />oo?, A: Tit J;;�"4, <br />� <br />c4� ..- `%CENSe`-...s <br />- FLORIDA BUILDING CODE (High Velocity Hu icons Zone) <br />= - Fawo " .4: <br />5 No. - <br />' * Vr 20 GAGE GALVANIZED STEEL STORM PANEL D, IPA R <br />:*: <br />?' 9 S TE Of : -1 £� a� - '. r I ' I e>Mnm9 <br />GLOBAL PROTECTION PRODUCTS, LLC. IMn <br />J <br />IE <br />C O INc +eO 51 STRUT <br />�'I ' <br />O F( RID 'eK r <br />'� T GAS. FL ]]]I• <br />;,, TYLT ,"I). tr Na,t-( 9 CGMI R I <br />, SS/( NAL E�;A�AN y <br />^,, . NbF (p>.)am-a4a rx E96 pn a.1 20-176 <br /><,I«4NE, <br />I],e{n`_,A"M ,. (K"m`. <br />lun..... CA-XX,611R .v.F+ ►. IAANwO N°` <br />E Sfi4JSGMTt•RE/AMU wµt]A A POUT r DT - <br />COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS <br />(SCALE 1 J2-i') <br />_ 15.125- (TOTAL WIDTH) - <br />- 2.t8Y _ <br />---12500' (EFFECTIVE WIDTH) - N -L - 193' 1/4 -2W/4' <br />1 , 250' _ - 750. - S 5- STUD RATE➢ <br />•�- 6 ;/i (`P.). _ ( .374=_ 125' Do IT ,/7 OC <br />5W• I- - 1.J50' - _ I.3`A• _ - , 35P' - ',1.SOO• t.250' ,LIMN• 1ISI - 06S'1 Q- - (MAY BL REVERSES) <br />I <br />r _ _ <br />, <br />7 • f }-I <br />0.62A' YN TWON3 N 5 <br />ZSC .11 1 'HEMMED GALVAN12Ep 51EEL 766',"L„S t 6]1• ".� 1.5pp' <br />'Ry, <br />CODE AS1Y A653 ,ROOT 084- ,.015' I OtT�M 1 <br />GRADE e0 MINT M HEMNCD Z50- I <br />75' )(- <br />_ <br />C-A. GKv EDGE 1 �4. --1.500'._J 125• I <br />OCTAIL A 4V ' - <br />-.-Y (1'P ) <br />1 <br />-}"7 <br />�k _-1 375' <br />,-.. 350-_� O STORM PANEL I - 1.350' - _ .. - OETAII A I - I _ 2.000- - , <br />PANELS SHALL, BE INSTALLED ALWAYS - 2.397' - <br />FROM T END A' LFr"�SIDEw OF PANEL?`EG 2) "H" HEADER O 'F" TRACK (4) ANGLE WITH STU1. <br />- _ (. PAX[, ECV'_E 0.021' (-) <br />I <br />/'AAJfNT CND tlF' ;-, GALVANIZ-D Snit <br />.IS It'70' - <br />N/ A 9mm mcr j 1 . PAWL R ' <br />I <br />Li-- 10.05' <br />1 <br />I T`. ' - '33" ..210- I I <br />j . <br />j <br />r - ,- .2CNT - <br />" c. N I . 621" 0.375- -' 11�14 0.250-. <br />_ 1 <br />D. 50 , ( 1 - I <br />2 1 407' ..1525' I <br />2 se 1 HE MMED <br />/ ..` - " <br />, `' `21X1• •: PANEL -` '1 S OR `s <br />u' <br />- 2s50- - E DETAIL A ,; 270' _ <br />ISOMETRIC VIEW D L ,,33 - <br />- 95,r . .. <br />I <br />I r/% 250N ROUNDED CORNER O ENDS OF PAREL'S - <br />1 r . Fo..Ias• ` <br />END LIP W/ HEMMED LOGE. I - 525' 12S- <br />I <br />I1 � 2 318' - <br />(ATS) 375• n�wyra FE I <br />�� TYP BOTTOM <br />I <br />EDGE OF PANE, a(YAAYLI <br />2500' 1 I <br />I 091 O67' ® KEY HOLE WASHER <br />3750• lT'fPI -Ell >xI' SIDS-H1s4 ALUM ALLOY © KEY HOLE AT PANEL - 750-- <br />1 <br />o7x' <br />L 2 I N' I ' ' .SCE SHEET 6 FOR ADOl:arut <br />- 150- - .513- <br />UYIIATIORS W SLEE`s LEp1GT'r. S I )'. <br />• 09f' ' ' _ _ 125• I I WOO VALID FOR INSTAL IONS ML10 <br />"T� <br />1250 375• ® �j,FEVE 2 T /B" 1 , (TIME.) 1H• Wf]00 STRu'RJMs <br />I <br />MAX. LENGTH <br />I .250•- I L-2.ODD' - Z 000' 3 750" <br />' - 193' ,2•• 1 DOD] R ODa' <br />C5o, <br />(7 ® REV. 'H' HEADER 'U' HEADER \ .' L I I , 7� (TOP j <br />I' YIN *0 5• Y0.J` <br />- 2 ono I <br />SLEEVE 1' MAX. <br />LENGTH s 10 ALE ...NII11w, 11 'J' TRACK \'J PANEL HANGER <br />374' - 3.G00" .._= MOI-16 ALLOY ++'"`R A. TT( "' (1 1 WIDE) <br />-- 11 /4� <br />;LEE <br />I <br />_100' •..,..,�/;N, <br />iJ 50 )- _ (>02-- N •' ./ Hpy (USE ONLY FOR E-Z HANG STORM PANEL <br />�: ��CENSF-'•.9 = SYSTEM) 6063-T6 ALUM. ALLOY <br />311' 656' - (1 .]D' + i 1275- 08 MAN <br />f <br />_ <br />1671, 2�.1 I >, s 1.tI .asO• 24. ( = No. 44167 - FLORIDA BUILDING CODE (Non HI h VelocityHurrkone Zone <br />1'D(X7 `.. 1123. a U. --N01 e C* MIN_ a Qjr I 1" - e °202I TATTCP, x. 24 GLEE GALVANIZED STEEL STORY PANEL r..' <br />I D88' , 301' I A' IT - - - NV.IN N <br />t F <br />- DSO• _\> TA1E - <br />i -. - SET SLC`70NS - - _ 25U Z V •. F - 0} :' H\ O7/27/IDt9 <br />_ _ ' (TYP.1 I l <br />DDo' O l 2 2, wH _ _ 4a1_ .• �, GLOBAL PROTECTION PRODUCTS. LLC. AATC <br />I�E C O ENe. \ <br />- '-y- .eao s.R sI s11RET <br />- I 1` <br />'� t ANY �- T,LM1 TEE111q tr [NAME COW <br />+r sA vlar: .Ym6 w M•.F <br />�?'r 1 . ..:. oeo�m .>, .IOU PAOrE t.s4)eeI-7a,e ' ros•7as-e79T I 20- t 75 <br />1,4N\IN'+' <br />iF.7 <br />13 BUILD -OUT F" 14 BUILD -OUT "F" TRACK iS k p� SH R D WINaN T .w o+A.r4- <br />w <br />A <br />R00O°L„t'I.ON.. rC. rn <br />TRACK ANGLE (IAMAC 3 ALLOY) PE SEA,/NGNITJRC/O.R wAIU <br />noleoA L.. .- 01a1 2 or u <br />! <br />INSTALLATION DETAILS FOR REGULAR PANELU <br />INTO POURED CONCRETE OR CONCRETE BLQCK STRUCTURES <br />ALTERNATE CONCRETE <br />I <br />ANCHORS LOCATION <br />CONCRETE ANCHORS (SEE SCNEWLE ON <br />POURED CroNCRE1F <br />(SEE SCHEDULE ON EXISTING POURED CONCRETE SHEETS 9 THROUGH 10) OR CON I F BLOCK <br />SHEETS 9 THROUGH 10) OR CONCRETE BLOCK REQUIRED <br />4E IRT^. <br />EXISTING POURED - ED 7 T S-OUIN7NTE LEG CONCRETE ANCHORS I <br />(SEE SC«'DINE ON _ <br />R Y <br />CONCRETE EQLNRFD i.. <br />I SHEETS 9 T7+ROJGN IJ) '. 2'. <br />... <br />�v -'T <br />V+ VQ' -.N -._ r-Rp'.IA U,EIt'901e1a I {'•• <br />,/2' I / <br />1,/4, I i <br />MAX /i 7I.I• s.s w NLR <br />CONCRkTE ANCHORS i'7 'n'O.0 --- <br />IM''X , <br />,j 1 <br />(SEE S[HEOuL[ ON ,/>- I <br />__S <br />1 I SHEETS 9 r R.01 10) , - I [ ,/.--Z ,• ' LD <br />I <br />] Aar IDID BPL13 <br />�/p��- IV". <br />I `l E.O I 4 W,Q�. I T/4• cc 1 PANEL <br />-xImNG. e I 1 . IENGTN <br />.4, j � t... I ( ON SHEET JLE <br />GLASS . 1 (' (1 , E.DHP <br />_ <br />/� E. <br />IIIE '� 1 <br />(6.-. �/ �A) SEPARATION <br />IFOR <br />1 fq xs Ixll�nl. , 1 I 1 I SCNEWLIP <br />I <br />I(_F" M I'-tIO Gvs5. ON SHEETS <br />I (SEE SCHEDULE r I1/4:->pl'9810�R <br />TION TO CUSS 1 .j1Y-Xn,' I <br />d 2 1 0+N rYR RMa.e1 I LDIm11 G.aM r-.1 •n (SEE $CHEOUIE ON I- I ' uBOiO.FA..A I ON SHEET 3) t 1 / u G PI ,.,@ SPACERl' Mv.16PANEL <br />ii ! tDG,N wER r�'7 <br />LENGTH 1 SINECI 3;I ' I (L¢ �. PAFn 1' YO.. + Ii• AK 1MtQtl'- <br />I 7 MFA Y-e'1 <br />l I (SCE Sf.MFDUIL I&.IIH PANEL LENGTH E I <br />) <br />1 (SEE SCHEDULE 1 I y <br />Mn. 1 ON SHEET 3) NG-III <br />ON THEE` 31 � 1 r <br />EGLAK t�- <br />I CLASS�' ; <br />I <br />_ N TO � I L 7�) I I <br />''� <br />j(SEE SCNEWIE�•n I I I - i I , ) <br />ON SHEET 3) I i OF 'C I I { '-I , 0�, I IT . I 11 l <br />I 1 } MAX i I- '.1 <br />] NA), 1 1 I <br />`4 , ( may) <br />e - I! %7 E.D 1e .. � I r E D SPACER E I j OSOR <br />1 ,'T 1 J. 12 1/2. OC - LFJ+G ( <br />' D '/'' ', I i MAX <br />I <br />I <br />1 I ]on• - I <br />'s <br />n_-A I I z I sM's C_ , <br />It/1'Ic - --'1 <br />CUNCRE`E AVCNOAS CONCRETE ANCH(Xt5 1 Y <br />EXISTING POURED ._ '; (SEE SCHEOULL ON (SEE SCHEDULE ON _-r _ L__-J.-1 I I <br />- 4 'NROUGH <br />CONCRETE 1 EDGE Of WALL 0R SUB SHEETS 9 THROUGH 10) SHEETS 9 10) ; 9! 2 I/B' LONG WAX AOMINUM <br />REOINRCG { SPACERS e 6 I/4' 0.[. YN ID FOR <br />-� <br />-� (ALIT CONDITON) / <br />3/,' POURED CONCRETE ALL DESIGN LOXAND PANEL <br />EXISTING <br />OR CONCRETE BLQCK EXSTNG POURED CONCRETE LFNGTNS PER SHFET 3 <br />OR CONCRETE BLOCK <br />CONCRETE ANCHORS_ 1\P, REOUIRCO. RCOVIRFS. #�, i' MAX LDNG ALUMINUM SPACERS O <br />(,SEE SCHEDULE ON <br />-. E.D - SHEETS-90tr Wp� TABLE 01 ON <br />SHEETS 9 THROUGH 10) <br />T NOUN <br />MOUNTING BUILD-OSE T OTi N 5 IING WALL MOUNTING /DIRECT MOI�NT W/SPACERS C9) OR <br />CEILING Aim <br />SECTION 4 SECTION 6 <br />SCALE 3/8-1• SCAT 3/8-,' SCALE 311 I• <br />I <br />0I.....YN.... <br />A`��E?,A:TkJoI "9y <br />y�P\-''VCENSF' -!�L <br />,N FLORIDA BUILDING CODE (Non High Velocity Hurricons Zone <br />S <br />III:= 11 <br />- 0. 44167 c°Ot0 na(n• "c 24 GAGE GALVANIZED STEEL STORM PANEL <br />al <br />- D,VMIAI r <br />III:* :* <br />- EDGE DISTANCE tEDIL FO1i �OEdBINALoN OF _SECT Sn . d . S1A E OF. GLOBAL PROTECTION PRODUCTS LLC. °7m/]G]a <br />E.D.:.9•, -�. -C = / III ECOtNG p GITE. <br />(SE_ SCHEDULE ON TOP a BOTTOM MOUNTINGS CAN BE D • F( i, • �[ A N 6R 6, S.w <br />,, ! OR{D nWt Rr 1i -e [NIiWICEWIN9 ANY 1 OAMG ,L 333H <br />SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY (.' '.. Y xr +or ..mw n M,w <br />' '+yy 20 <br />,,, <br />INSTALLATION. /D ,,A1-E�N.�'�o� ' - ISM) --,- 1. 1�]..1 o1-'vI IK ( 1,U wtsaa HANK: (9°c)N9-a707 <br />' A NNING7 <br />AFIRIIeB /%v NATUIElWnAT . <br />C4.-P0P/,1p <br />,.MOOTEA A , It 44167 SNIn e O tI <br />IN TA TI N DETAILS FOR SERIES 20091000-E-Z HANGT A E I' <br />INTO EXISTING WOOD STRUCTURES <br />SCREW, Y e ^ r . r <br />h I I <br />-> �. AE ' C NFYPA'rY: <br />y -'. ••.,' W:i[: <br />" - 4. - ) '. <br />I- .AG SI:REWI . e' 4 r E M. A C HEAX'R I y <br />GE NE'ILAf �:" }---_ I CK1ER REDI.saED I!H-. AC SCREWS O V I L ', <br />'HRfwEO ,11 <br />(,ry. W, rltY •RACER ! � T_ F;AT OP ON ,A', - ` /XR--HIEwE.-• "I,NA�i,I <br />_ I - .`. ,1'AE MAC `wAR <br />-i 4' _a1' I,1 :� 7 <br />r� 4� <br />- 1 - <br />W/ I <br />'4 /'+ 6 6'.t 7Y <br />I <br />/ <br />" Mn. <br />!I <br />/ <br />i I - <br />4 RE,Y`. 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WI 11 SC _ I_ , I <br />0 fAA55 •1; <br />r I MNr. vl `•O/ <br />a 7D.J ra' _ <br />I r. <br />-� .r.x; NL s U5: I - <br />17' ,I _ 1 <br />Nt NUI e A rvtN- R M Vn <br />x' A •. <br />_ I <br />- T <br />7C t • I. ASa <br />I i 1;4 SR W E /1's <br />r17i <br />1 7 i I r IM S-2'R W' .� <br />_ , F ..3 i3 �'' H <br />SE, ( )I T.^,Et rM e 3 -FIIF FT <br />I <br />- II - r I.�<Sc I IryER. rjy,-PLINTH i, <br />C-S, EVEI <br />I_ ' J ED, agY�A <br />I _ 1E <br />:.1 <br />X 1--1 <br />_ <br />i <br />IE <br />I i I -i- T; <br />I y S <br />n� ( •I s ) <br />j <br />I i I i I <br />#N <br />_ -r'�"--44-�,� <br />I?-�Mll <br />E <br />A ✓. <br />I I - i - <br />i31<-•I <br />1 <br />( 1/1•r MST-T' r <br />a:� '. as <br />l <br />WI I _ <br />x Nn I <br />i {� <br />}-- <br />1 - I <br />-I - <br />�'] 4 <br />I I I 1 � (. e I 1 <br />J ! I <br />I <br />A(-,. .I - I - <br />I I •I ' <br />I <br />3 <br />- I f���� <br />1r 2G.SJ1' 4: .i uATC rLN1AL M r <br />T' LIj <br />la' I.1/ 70rt'i -6''Y �vAFA.FO Cu'f - <br />I- I- I1, OJ,u. :,4+hSfw[yJ 15i:[ NF: tC IA nEI'" `c•. <br />- l•r8'h.'157' W1NC <br />j <br />I,Ne .. i I y OUT ON Ij.y-f9.]I.. <br />, LNG SCRLTF. a e' •JC p/ -II '2j i',a' _ - <br />„�' H i I C W - <br />2: I <br />] fAO , "( E k O VoIlIQ PLATE fO DREG r3 37 wNG `--EE <br />r -J <br />NOT IA NU E SLOW, <br />AY AY aP .O»' N R F SER:iN 7000 - <br />1 DTI. 1 F t/. Or TIN EDCr. '+. 70.3 4 <br />i Nw•. NVT a ':- D L 'r <br />f,I-IP PANL:4A,E PI LIS W iHUY�SCFCW � N:TE • I 6 `1/,: 2D+J,/+'45W. T,'8'..J; S:'ll CO DcNETR4rIGN a •: • WALL MOUNTING <br />�_ -- - ', .4: 5"EWs s r'- c C .r 17.'. Lw :,cREWs o 6- 0C ./ <br />\ INSTALLATION <br />'.+' <br />4n 17) Wn -Elf­ <br />WaaO CIATE PE:A; ALES. / THALKY.G N, I.taA,.'iN Nr !21 1'..' �. MIA <br />u'nW <br />f,HRFAD(P <br />WALL MOUNTING P-A• ," ,"'N Em' ALTERNATIVE 2r'W _ Wrobo nut' RLo .R u a c H cE A <br />INSTALLATION SJALE '/I'-,- P,AE REOU Lr V: RAI OP :ITN E_Ni <br />ALTERNATIVE i "W BUILD -OUT MOUNTING <br />GA:E I;. -' INSTALLATION <br />I <br />FLOOR TO CEILING MOUNTING ALTERNATIVE 4"W <br />tmIIs r <br />! <br />N A:LAI:.NS ARE a:LI Y N EI x r, A ; L x:E,. _G,Les 1 INSTALLATION 4-AE ', <br />P.AuTtlry.. <br />I: +650 - 51 ,.I Al" N' I S LENGTH.F TD s s1 r--- I `` 1 , . <br />AL 7ERNATIVE 3"W <br />D ER ((/j s., <br />,i, _. M1F FRAME CIIINS'R TI N +rUO. 4ENBf Rc IC Ft. l,Ot l- X. 'I -_ NN .. SCAN /4'-A- <br />-.E N: .. W; S-ECII, XNai- ., OR FaN. _ S\P' /", <br />\10ENS�'' <br />- _ FLORIDA BUILDING CODE High V.1.61 Hurricon. Zone) <br />- <br />�t - <br />No. a ..2P2a 'a RCP ML <br />. <br />* E sF'E-: ^lu'I• Q I P <br />rE� wu Rtwat4C R ((jjttt ; r nur N.a (l InP •. ? er . *- : 20 GAGE GALVANIZED STEEL STORY PANEL I, <br />:OCG [rF+ )`HET �(.) L..NNL�'71 Cn1' I .:7v A3tFf ]3 A' n0- M tY>FG Jv a^J ,` Vv - _ -_ <br />Ti Y SEAT OF , - ,r � j.... r / •T P>/x/m <br />GLOBAL PROTECTION PRODUCTS, LLC, °.t <br />L "JE0 � I�C O <br />gF 1 a COM.ArXX• D SEC AETEp eTIVE TDP HEAe R WOOD AiA Ds INc <br />, ,^U \ 1i11i TESIMP A' CNGMCC4IMCOYP4NT •rrt]I].ISTREi <br />14P a 90TTw W.uN,N;.'s 'AN O" I„MDI.0 N AN,. CONO[1TDN & ANCHOR LOCATION S'7JJ 1. LEN��`! / 2> XW p 20- t 76 <br />P•,oNL Nw .a. GAY r s. <br />< ,,,,,, .� r IaIM ,pgq_,],p, <br />F 'V I AN NT.1-DI, SGVE / ' . 1' 'AA+/NN, 111144.•] 1 +1PCe . <NFI r v mr iAMNX.G ,NI <br />4Gt, "'."P -, ,, L. ,A•.OWN -0. , A.`r K ..;'!iIGv.I,iP[/r'.A2 .Alga A TA,L'T L m e'...n <br />R LW ..", _ ww wm 74 •JF " <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p •.f.) AND CORRESPONDING 1/4, 3/4, 4/5, 5/5 & 6/5 <br />MAXIMUM SINGE IE PA_NELMLENGTH "L" SCHEDULE ONLY FOR REGULAR STORY 2/4 I W/6. 2W/6, 3W/7 & 4W/7 <br />PANELS INSTALATION INTO POURED CONCRETE CONCRETE BLOCK k WOOD (t) _3• MAX ANCHORS (SEE504MLE ON 3' MAX <br />1• MIN _._ SHEETS 9, 10 aIt) - 1, Mal - <br />SINGL PANEL4(Tb IT„NED NNPML-PANLL5. 1 RESTRAINED-AI.EACH _ -- <br />ALIOP 4Et B4iTON END WITH TRACKS 3; o ___ o -_� _ O -- O I <br />�LGs OOO� - - <br />W1TH TRACKS _ 2) OR l * DIRECT MOUNTED AT EACH LND* D. M.. 2 3 4 I - I 1- T r - r - _ 7 - - - - T t °' i 1 <br />MAXIMUM PANEL LENGTH <br />"L+" OR "L-" (ft.) 0 <br />WJ(WWM 4.S.D <br />CONCRETE tr WO♦OC1 <br />FP,.1) E RP, <br />NSTALLA . 1 <br />- <br />2O0 <br />12. 0_ <br />12'-O' <br />250_ <br />12'-O' <br />I1•-e' <br />30.0 <br />1I' 8 <br />0_-9 -- <br />- . <br />JS.D <br />,0'-10 <br />W <br />_ - <br />10'-0• <br />-. <br />M0 <br />, -6 <br />941 <br />9-,- <br />e•-9- <br />500 <br />c- <br />e .-,'.. <br />53.0 <br />a--7 <br />a -n' <br />65-0 <br />8'-0 <br />Y� 4' <br />70.0 <br />7•-8' <br />7'-o' <br />no <br />7'-5 <br />6 -10' <br />80.0 <br />7:-2 <br />6_-7 <br />95.0 <br />7'-I <br />6'-V - <br />90.0 <br />II 9 <br />6'-2' <br />95.0 <br />_ - <br />6'-9 <br />_ <br />6'-0• <br />r000 <br />6'-3 <br />5-1I• <br />P50. <br />_ 6 -3 <br />-. 5 -9' <br />S'- 7' <br />1100 <br />1196 <br />- <br />5'-5' <br />MAXIMUM PANEL LENGTH <br />"L+" OR %-" (ft.) 0 <br />MAXMUM AS.D. <br />CONCRETE tr WOOD <br />GN <br />PRESSURE RATING <br />.4SIALATICINS t <br />200 <br />I, ,• <br />, -0• <br />- --25.0 <br />17 to' <br />-1,-7• <br />-- MO _._ <br />10 O-- <br />- .' 9. <br />_ 400 ---- <br />- <br />I e - <br />9-7:_ <br />__. _. <br />43 0 <br />9 I • <br />e T <br />500 <br />- <br />e 7• <br />_ <br />II <br />55 0 <br />_ -.,TOO <br />8 J• <br />7'-9' <br />III <br />7.-,. <br />- - 65 0 <br />8' - <br />7 2' <br />- <br />- <br />n0. <br />1-2- _ <br />8 B'.. <br />S o - _ ._ <br />7 0 ... - <br />B 5' <br />..___ <br />Q5 0 <br />7 0 <br />6 J' -- <br />0 <br />6 <br />B , <br />_ <br />950 <br />-- <br />B 7 <br />5 ,0" <br />l000 -- <br />-. <br />6 3... <br />_ N 7'-- <br />..'050__. -- <br />-I00 <br />6 3' <br />5.... <br />-_ <br />5,, <br />r 7•.D <br />- -TO- <br />It9.6 -._ <br />__ <br />_,-8._ <br />MAXIMUM <br />PANEL LENGTH <br />MINIMUM SEPARATIONTO CLASSSCN@U'_E <br />WIND SPEED 4 '70 ,P9 I WIND SPEED > 170 IT,I <br />('n) <br />UNRESTRAINED'. RESTRANEC VNESTRALNED <br />-RESTPANE] <br />30 OR LESS <br />I' I I' <br />1 6' 6 1/." <br />>33 M 90 <br />- <br />I, .0 TO 1.5 <br />I' 1' "-1 <br />----- _ <br />I• -I <br />-_l <br />7 ,/2- <br />1� <br />- -- <br />7 1/2' : 7 IJ2' <br />+--- -- - <br />- 1 7 ,/2 <br />___ -__ <br />>145 T) 168. <br />_._..-__.+.-.. <br />I' I• <br />I U or <br />I I <br />i 'I. <br />, <br />9 <br />1 <br />I <br />W <br />(�. <br />1 <br />Y <br />%� <br />' <br />1 I <br />51' <br />I <br />_ <br />I F <br />I <br />'UNBOLTED PANELS I <br />'.! I I BOLTED PANELS W/ f N-20r1•_ <br />d <br />(SEE SECTIONS AS <br />I ) S S. N.S BOLT WJ • EA OVERLAP <br />'0 <br />APPLICABLE) - <br />(SEE SECT10NS AS APPLICABLE) <br />. <br />I <br />I <br />o <br />D.M. 3 4 <br />O.O' <br />• ;o. <br />,�. - <br />'..L - - <br />- <br />'ol <br />- - <br />,oI - E, <br />- <br />u.. <br />i I <br />Iv' 'ol Via' <br />, <br />�\ <br />13 or - <br />3*MAX - <br />_ 3.MAA <br />V% <br />I• YIN <br />2/4 <br />I 1/4, 3/4, 4/5, 5/5 & 6/5 '- MIN_ <br />1 W/6, 2W/G. 3VI/7 & 4W/7 <br />_ ...ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 BIT) - <br />RE�U�R�T��M <br />PANEL <br />J I ELEVAT10�PANEL J I ELEVATION <br />2.687• <br />N.T.S. <br />1/4• Mw GAP <br />I) <br />(MIN O.f.RAP -1 WHOLE VALS <br />- <br />MINIMUM rm LL LLNuiry <br />tinj <br />rum <br />II VIRLN <br />MV <br />LNV <br />VVFtu/llult <br />•1l' <br />1.3`x15° I <br />I •F' WRACK I BJ+LID-Cvt <br />T� <br />DIRECT <br />MOUNT HEADER <br />•h' <br />HEADER <br />SEW <br />•f' <br />TRACK <br />ANCIi <br />T TRA('x <br />BOTTOM <br />1 <br />WnGE <br />C."OSIRES <br />DIRECT MOUNT <br />46' <br />3T <br />q <br />35' <br />%' <br />1 50' <br />50' <br />.-� -----' <br />'' 4 5°X1.5° STUD ANGLE <br />-----i <br />35' <br />32- <br />--- <br />32 <br />-" <br />i 32 'i. <br />�--�--- <br />.2. <br />-I- <br />1 38- <br />: Na- <br />- - - - _._-. <br />$ i'r ,,RANCH <br />- <br />SS' � <br />- <br />32' <br />-+ <br />'. 32 <br />I 42 <br />- <br />67 <br />--' <br />: 60' <br />- <br />fA' <br />I1 I&AID-OVi ,,RACK ANME <br />.- F50° _ - <br />32' <br />32 <br />, _ 38 _..__ <br />SO <br />' So- <br />56. <br />, W SIDE CLOSURES <br />i <br />i4-i'�CN <br />SftrAD-O,tT <br />50• j <br />32' <br />1 32' <br />38' <br />60' <br />1 S6' <br />: 56' <br />,J4'I•.Cm'- <br />MAX GAP I 'I `: SECTION A -A 1' <br />i N.T.S. <br />NOTES: <br />D(1) L. MNUMUN ALLOWABLE PANEL LONGER FOR A GIVEN PDSITNE AS➢. DESIGN LOAD. <br />L_. MAX ALLOWABLE PANEL LENCTN FOR A GIVEN NEGTNE AS.D. DESIGN LOAD <br />(2) PROCEDURE TO DETERMINE MAXIMUM PANEL LENGM <br />GIVEN A POSITIVE AS.➢ DESIGN LOAD, OETERMNE MAXIMUM PANEL LENGTH 1.' FROM SCHEDULE <br />- <br />GNEN A NEGATIVE ASD DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 1-• FROM SCHEII <br />FINAL MAXIMUM ALLOWABLE PANEL IDYnH IS EQUAL TO THE MINNEIM WfVMWED PANEL LENGTH <br />BETWEEN •1.• AND 'L-'. <br />(3) SEE SCHEDULE BELOW FOR MN PANEL LENCIM ION POROSITY QUALIFICATION . <br />t wwAuATXXNS *(to w006 ARE EABTEII TO 195 PSI MAX. ASD. DESIGN PRESSURE RATING <br />IS A5W S 6, I & ,I FOR MAX. AS.D. DES" LOAM A MAN PANEL LENGTHS FOR <br />SPACER &A S USED <br />t y' • <br />I, S .-- g <br />FLORIDA BUILDING CODE (Non High Veloci Hu icons Zone) <br />* ., � <br />0. 44167 - _ <br />o:cee o11ff°' - <br />24 GAGE GALVANIZED STEEL STORY PANEL <br />CR II.. . <br />*: <br />�� '\ <br />°' <br />�I. <br />TATE OF Le ' _-+ - <br />ITLTE C O ENe `'� <br />GLOBAL PROTECTION PRODUCTS. LLC. <br />OAM <br />' <br />s., <br />A4 <br />ORIONOFID►` a<E, %�-�>-]v <br />IILI., RlTIIIO ! CNOII]EWIMO GOY►AMY <br />]w, aN.. <br />feGO S. 91 S1NE[T <br />°""L n. 3",• <br />20-175 <br />/ <br />'/J6� "t:liG\ L <br />eo. .a` <br />.... ,sic'.,., n_n__ °.°R n, <br />..-- tKoNt twlew- I -r` cp6. =-6>91 - <br />T INSTALLATION DETAILS FOR REGULAR PANEL(., ^� <br />INTO WQOD STRUCTURES <br />, <br />T Mr F 7 . <br />�_-...--_-' I SEPARATION I (1 <br />-i -! <br />1 W000 ANCHOR -- I <br />i ', I_ TO GLASS 1 <br />I ( <br />_ (SEE SCHEDULE ON I /'•, I/i I -;NI (SEE SCHEDULE I/ Y <br />1. 5„jlfJ NCAD Ip(rs 1 ON SHEET 3) 1 � ss a0.14 w <br />I I SHEET ") i '. 3;' 1.40. <br />' <br />j`( <br />�- .1A. <br />.I,p•oc 1 I- <br />_I <br />-_ (IMF <br />jll <br />I I I EXLSn "-1_ <br />1 <br />WOOD HEADER. _ ( 1 I PANEL LENGTH <br />-I. ''Z' WOOD ANCHOR` 1 GIANTS 1 I SEE SCHEDULE <br />I' 1 <br />REQUIRED -T - I <br />E HF ON 1 5 C 5C _OJL_ <br />I JA• SL 111) ( OI 1 f _- i . ON SHEET 1 EON <br />SPACER <br />' f <br />I i1/Y, , . OI 1 I SPACER ' 1 !1 CAI. <br />- L - 1 <br />I _ i 1 1 1 LCNG'H ] I r MAX. <br />! _- r . - WOOD HEADER I I, E ' <br />_, , ! I I 1 <br />I - <br />1 Min I' I REQUIRED I NA I ( EO I-� _ -_--_ <br />I- t ,-I I "-' - - 1 <br />I I `� 'i Eo -_'-_ - - <br />I _. i A� <br />1 _' I ,' MAX. LONG ALUMINUM SPACERS O 11 III' <br />1._ i__ i I 1 �D.G <br />1 I I _ 1 (SEC THOLE 11 ON SHEET 11 } <br />1 I 1 E <br />1 Mir. S£C NOTF. •' BELOW FOR LIMITATIONS 'OR <br />I (, i i <br />I SEFnRATlON ,L, MAX, ; ; I I 1. uAx i ! t 1/2- LONG SLEEVES. <br />{.. 0 DUALIST 1 PANEL LENGTH I I C PANEL IENGiIr <br />1 I <br />(SEE. SCHEf7Ji[ I (SEE SCHEDULE I 1 C (SEE SCHEEL IF I _ <br />ED ATE <br />RSI <br />ON SN 1 <br />j 1 ON SHEET 3) i I ON S+NCCI J) 1 I 1 Y SHEET 3) <br />PLUS <br />CAE7ET 11) <br />I/, t. 1 SEESEFESCNEDUtI ON <br />II <br />Y ss IAxrs W,© 1 1 ' <br />1 ) ) Al 4 oJow Min 1 <br />1 ) - D (LK FOR Fp.AL I SEPARA IO d <br />i <br />i 1 IDGN Pont r-p•7 EXISTING WL 7 TO GLASS I 2'.4" WOOD <br />LLA55NG 1 I" , (SEE SCHI1 t I PLATE REQUIRED <br />I ON SHEET 3) I IH <br />i i 1 1 1 DIRECT MOUNT W/ SPACER 0 <br />1 i I` <br />i I r ALTERNATIVE 2W' <br />Y I (. - `; I 1 I f 1U SCALE 3/8.1- <br />1 I SEE iAEtLF /I ON SHEET T1 FOR MAX. PANEL LENGTHS tr <br />I 1 50R I -- 1 O ,2 IJF O.0 <br />I or L " I MAX AS.O DE54CN LOADS FOR THIS WSTALUnON. <br />, , <br />pp. EG <br />, 1 .... I T J - - <br />, ; -C. I it I <br />.__- 3J4' I �O 12 +/1' OIL Ct , �i-__i <br />N <br />. Y - -1 __-- ___.. _-.___--.._-._- _._ <br />7 1 1 <br />EQ <br />I- -S I 1 I . I... *ODD ANCHORS * * Ib IL <br />ED .. _A I 1 I STAGGERED IN/ STUD '. <br />I <br />._ I SPACER M /MY K 1 1/2• LONG Ir: <br />1. ___ I I (SEE SCHEDULE ON <br />%��i� L{ -.__ _. __.. ....__ I. THEFT 11) <br />-LJ I *Nm, __ (,) MItTAIIATOMR t 10 A fXZ STOR. BWI.GRIDS W. 1>'-0' <br />2'.4' WOOD (THIS N A IRS11tlLT.G1N TROY AM' <br />.�_.�_ <br />PUTT REQUIRED I �10 1�n t]AOI[NRr RlprAfEO °N SNFiT 11). <br />WIx10 ANCHORS <br />I. <br />I• WL 5].➢MATGN TG MASS 1,JDICATFO 1 ^'K4' WOOD I <br />STAGGERED w/ STUD I {j <br />OR SKEET 3 WY K REDUCED TO 1/4' AS U) AWC.G.6 GOING 1,NIpJ COrI'OlNflfl M IPAN4 WR rl'31AE O ON, <br />(SEE SCHFOUtr ON I LONG AS TIE FOLLOWING CONOTIONS ARE I._ PATE RE1UIRED I.-M NATE PWS) 94ALL K SPACED IMALMUM AT 8 VILT G.C. <br />A IRSn.CTM FROM ,2 i' MC SPACING ALLOWED ON <br />I i SHEET -I, L WPM DENS Isn <br />i (1) NAMANY ASO OCbIGN reESHEET, °) S9URE <br />" RATING 6 .w. -0 ....,. (3) MAX 24 GAGE FA EL IDMQTH S LIMPED TD N• AT AN/ OPENING <br />..I ITi16 6 A RESROCTI MO, LARGER PANEL LLNGIIB ALLOYED ON <br />TIE) FruI m State, PAMO UENG'1' to WALL MOUNTING/ DIRECT MOUNT SORDUUL w¢ 11) <br />7z <br />MOUNTING (3) 5•I• aM OL M PA6TALLATOr, 4 OKI ALTERNATIVE 2W (4) 1 1n• LONG SPACER cDIMPaETAI IAA tl u1 K A5 .ND.•<nm ON <br />SCALE 318-1- BEET 2. INSTALLATION orI In' LONG .PACE! a ITS ONLY <br />lJ4TERNATIVE 1 W Arm AN ExaITING .boo FRAME WINO CRUD FLIT WO ]ORB 1. 2 AND 3 Rf DFrER1TL eY ASTY <br />ALTERNATIVE <br />SCALE 3/8-I• (4) WSTALAVON VALID C'KI FOE. WIND (-,NI ONNOMO AND THE 2a70 (TWA (OPTION) or IHE nbft" <br />B1E➢NG FAGQ <br />2D 1. 2 Is PER ASTI ( ]111MIIr <br />00, <br />L4IE5 �. ' ✓ % <br />''.9 <br />3� ��CENSF s FLORIDA BUILDING CODE Non High VelocityHurricane Zone) <br />1 INSTALLATION ARE ONLY VAL'O FOR MAX. A 5 p t c)mP %'Eta, WC 11 NQIC__FOP COMBINATION _QL.5ECTIDU - N0. 44167 - 2t GAGE GALVANIZED STEEL STORY PANEL <br />R - <br />'SIGN PRESSURE JR RATING E AN A. ' 1 LENGTHS <br />0_ ESS E G s AND P NL_ _LNG 5 PA.N C ) r <br />P - <br />* = <br />TOP & BOTTOM MOUMINC.S CAN Bf 45 PER SCHEDULES ON SHEET 3 (EXCEPT •OR 1 - _ or/n/]G2o <br />- -` STATE OF - <br />To 1' GLOBAL PROTECTION PRODUCTS, <br />COMBINED IN ANY WAY SUIT ANY AITERNATE 2W') LLC. <br />%-I". _ - !l I1. ECOENe. \ w1[ <br />C <br />INSTALLATION '.O,M`'" F(ORID>` . ..' nun RSYiNE tr ENGNEER,ra COMPANY 4Im S. >1 STREET <br />2 FOR NEW WOOD FRAME CONSTRUCTION. WD00 ' L+I- r m IrArI• RNIIRw, n. mA GYne. n. .31. <br />�ff,� 20-175 <br />„'%"'i7mi'n1_Iso I-.uo67 en_IMI n«uA. (w7ae.-1>+>. rAE Ep>a7tlpp-eTp, <br />MEMBERS 70 BE SOUTHERN PINE No 2, W/ SPECIFIC -9rA 1S/ N� ._.a <br />Goo.",,o, - 0A4 . O ro <br />DENSITY OF 0.55 OR EOUAL. rAAEY. I�TwE/aR lf_ <br />NALtv+�.�mLn Nt. w� <br />_ __._ __._._.-_-_---- _..___ -. Lk. ..,4> MIST . a 1. <br />-_, -- <br />I <br />GENERAL NOTES ,C) IQ <br />Nun Pert . As .t R♦asry A _2 wan _4TR0P1 yyrt3e} .X'5LNG_Krdti1_MP1. `.PLCIF'c Ii3AVI:T. '� - -Q- HEN,_ <br />I <br />' <br />STORY PANR $NowN ON THIS PROOt#.'T EVALUATION DOCUMENT, (PLC.) r1A5 BEEN VERIFIED FOR CGMPWA.N^E P, ACCOFDAC I; 1•. IAPCCN ANCHORS AS MANuFACIUREL, BY IT W BUILD' I_ INI <br />i <br />WT THE 2020 (Ilh EDITION) Of THE rLDMQA BUILDING CODE IHtS STORM PANEL 5NAL NOT BE INSTA--FD AT HOCK 0'4 I: FANELNATE FEMALE 10 AND PA'ELMATE PLUS ANCHORS, AS NIALLFAI Er FLCO CCINST ':•ION FRO.n U'_15 <br />I <br />VELOCITY HURRK'.ANE ZONES (YIAN1-DAD{ / BRONARD COUNTIES) "'A'. LK. SCREWS I'EA N O S <br />DESIGN WIND LOADS SHI BE Cf-FERMINED AS PER SE.^•ION f609 OF" 'NE ABOVE MENTIONED CGOE FOR A BASIC WING , IG'! . 5/e- WGGU BUSH,NG, AS Fi51R?. TEJ 0' ALI rCINT LRFW 801 N `_FECIALfr rn <br />SPELL' AS REQUIRED BY NL J 7RISDICfKNWHERE STORM PAWL WtL BIN51NF) AND FOR A DRERICIAJTFACTOR <br />085. USING A_CE 7-16 AND SHALL ND E _ECt' 'HE AMxIMUN .50 E1ESiC1. PkE55 JRE RATN;S N •'GATED S ECS t} �r TF F TRIG P ( ) C ON C MINIMUM THREADED PENETRATCNi .+ - WCQO D _TIN MCHOi[5 Sfi,L 9L ,; 2. 4}Yl frJR ELCC A.ELMAit W.l:` <br />3 9 12 tr 17, r8 NNO PANELMALE FEMALE iG <br />DERV <br />M R O RLRY iN Ti N n 1 N W '- -i IRS, <br />EX:GE 1 VE E ABOVE CONE 0 UL YM E DESK NL LEADS DETERMINED «LIT ASD{ 7 6 SHALL BE S <br />v ORDER P <br />10 A N FU G TIP rl ^ TN IN COMPARE nl W/ AX AS t'r MINIMJM iHR PENETRATION .� SCREW ENT WG L GRAN IM '4P F <br />S U PRESSURE N BY L N.. fA BT D 6 OROE 0 CC ARE CSL M G WDED CC .AC S C HC 0. E LIED SHALL 0C TAG f <br />( I <br />T <br />nE51CV PRESSURE RATINGS IND�CARD ON SHEETS •. 9 iHRL' ,2 } I7, r8 PL NEIFA1rON INTO ST'UCCC SrUNL BE CONSIDERED AS PART !,< T«C FEOVIkEi' THREADED ENS AXON <br />FESC4 RATINGS 3, <br />I <br />IN R T - RIFT THAT ANCHORS `N THUS P A T R r' A ••R IN IN A:C F .IRO' D Jf C .]ITS u E 0 <br />TESTED WERENO OVER STRE_,SL, ... CREASE WA9L. <br />r <br />STRESS FCR WIND LOAD$ WAS �]' USED NN THEIR ANAL-S, fASTE.NCPS SPACING TO WOCtO r1A5 BEEN Lf1'FRNNED 'N . 3) MIM4U4 EOi:E DISTANCE GF LAC SCREWS ,,INTO UTH WUUU SNAL BE AS 'NO,+ED IN IS DRAWING <br />N <br />ACCORDANCE WITH NO S. 2018 <br />STORY PANEL'S ADEQUACT FOR ANAC: AND WIND RESISTANCE HAS BEEN VERIr IED IN ACCORDANCE WITH SEC -.WAN III 12 OF C 4) MINIMUM PEN,FTRAIION OI WUOD RUSHING SHMLLL RE 51'6' I;'A' 0-21' SCREWS USED S•HA:1 BE - I/2' LDN: MINIMUM <br />- H , - STUD ITT AN" I' MINIMUM FOR W - S WITH NE` -T <br />THE RBOYF YENTpNEC CODE A5 PER AMCRICAN WEST LAB OH SCUT« f;OR1DA REPORTS iDe 14 O'-G, AND j02T9 O2-09, A5 5' OA/ C _ M Ex_ - KL STUCCO <br />P R T4 STANDARDS. AJ AM F1 N TESTING R fN FLORIDA REPORT ! 3 U1 ) A_ REP. E $STD ' 2-99 tr AS C 3JG-02 ..AIDS. U E U n U SOU LOR E +! 0 <br />f <br />t IN •' iH i G' P T r f 5 _ANSI At PRECAST <br />OR PRE"A_ CONCRETE > - OR O F�I.N .N WHIM Xi511N <br />IRS-20'. AND TANS-203 PROTOCOLS, AND A<, PER ULCL UT ONS PF'.RF(NRA1E0 IN µ(pRGANCf w; SECTION 504 OF THE JC_0 WOOD BENUIO< BE t C E C G <br />'GIVE <br />MAIN <br />I"[9FICA RIPIDIHG CODE AACL ANCHOR' $Ii BE LCTNC. ENDL'1. TO PEACH THE MAIN STRUCTURE BEHIND SUCH FANELS <br />I <br />HE <br />ANCHORAGE 5HA3 BE AS MENTIONFII IN C I), t 71 k C 4) <br />2 A: ALUNINIIM 1XIPU5pN5 10 FIE 606i-11 AL1IL1 ANSI I1WI;R (UNIf55 OTHEAWISF NOIFD) SEC SHEET 2 <br />ID) ANCHORS SHku RE MSTAI.uP Ft)LLQMN(: AL: 1+F IHE RVOMMENDAf1(NR': S AEC SPE-IF.ATIONS L* THI ANCIIOMANOFAC'URUR <br />3 4,_ ALUMINUM SHEET METAL 'U'3FD AT CLQSURFS SHALL HAVE 3105-1111 ALLOY <br />8 nANCLS MAY MITE BE INSKLEC HOP120N'K.T' FttLiYMNG IN5TA.3,AtF(N DETAILS SH'OwN ON 5{EIn7r: I rHRC,r; 6 (SHEET$ + <br />'H THAT « NOT <br />RIXr;rH 5 E%C P . HfAC1F.RS A 5 ALL N] BE USED <br />1 ' 1 'i P AT MI JI ' - VANE'") • � EE SHE. METAL ANELS SHNl NAY[ SRnk:*URA vuAL T STFEi AS4 A-653 GPM' 0G I MJY � 6G IAA F[ <br />Al <br />1 CI NA117N W'FT= 2 Y NTR ROLLED) <br />$ F,.L [ E 9< 2 >, L ULl£D <br />y I >IAL RE f R SnCNLBI TT OF THE CONTRACTOR •v �_RIr THE SOuHhNE55 I f THE S•R ,TrRE WHERE THI5 r C 6f <br />AT'�ACH' NUR OP .4 TILT St F HA' ONLY ^H K. . ' f FC '(` > PROPER ANC ORANGE I_ 3 tfTTF 5 .l _ L 0E ATTA_ EC T_ CONCRETE BLOCK OR +YCOC RAM' <br />r, A. Sr: REW U RE 'TANtr55 $TEEI XI4 OR 516 w5 SERIES OR COPROStUM RESSANT COATED CAREKR+ SJFEI AS PER Uui <br />BIT CNifS <br />SCTi 18 WV 5U I.n YIEL:' STRENCII, AND 90 4.r TENSILE STRENGTH AND SHALL COMPR_T W/ "OF10A e'UX.LING I,UUE SECTXJN <br />21, 33A 11 EACII REGULAR • ORV PRE. WTI, LEND-HS OVER 90' AS PEH SECTIONS I, 7, A 5 6 AND ALTERNATIVES IW, 3. 6, IN UN <br />SHEETS 4 s ' R A I TR a T iP <br />EF , - tr FSPECINi LT SHALL HAVE LELIWi AND READILY VSIBLE MAIM NO NS. TIN! THAN <br />V OWNER O TL <br />I • 'r • A- 4,. - - I F r S F <br />E B)L" a BE ASM - 107 ,iAL VAN12EG ".T LE'l-. (W :SJ '0 SERIES SAWL ESS S EEL, WILL 3E 4p: •AN'M:;4 •'_._ .TR_NGTH SECURE PANE S M'1. APP;K_ABF REINFORCEMENT Cr.RINt" PERIODS OF HURRICANE WARNING <br />I <br />7 ANrHCIPti 10 WAIL SHAA BE AS FOLLOWS «E IM.a•A.IATION CONTRACTOR ,� TC SEA./IlAj c AL. SIILill,. ,•AERIE.,NT EL:sE', WHO CH FENN. II :OIInhIA.LS (I>yi A,l W:I,.. <br />THE BUILD,- TO PREVENT WINDJRAY• 'N1R11KN <br />rp jr. POURL: <br />..'It"O <br />TA HORS AS <br />- I a D T OH ANCHORS 4lUN FA 1.W dl :� % ,N( AN 1'y+ <TLiRN PAN" 1N iGN S ,''N/R. WI E"_ YUM_A Ih 1.`, DRAW - F•.us NJT •r'UP. � Ai:A _ N.1J• I,'M', AFC C ORS AS U L . <br />...Ur C • .. P+• i L 5 AL,A rw.L L _ U N., 0 .. ., I ECJJ'. <br />I; a' . 7!9' CALK -IN 4NCHORS, A5 AANl1cA IUHE.) Rr ❑'WIRE INC F'R lAlOEC Fr, iltE JVRipICTpN WHET Cf.RWT ., N•PL'E.) I,. <br />AN <br />- I'4'RP. t t P IH,1 SCHFW TT S'a" SOLID SE' A1ICHCIRS. AS L5 RIHU FD 8Y Nt 0 L gpLt i SPECAL Cu <br />' <br />\ M P C T IF P ! ir1 PRODUCT n t. 4 h FN FAR THI r11 r N. Ri A RTTA' i% <br />tc-w" ROD 7C L ALUa 0 t7Dll _ E F, 1 E EC BT 5 _ G IEEP { DOES r+C' JC IN•'IRMA .w <br />W .a.1 ' 0 <br />- <br />FOR n � rL•- r 5P CI PR VM 4E ,HF < ..ON IT1.,N. A P -, <br />#14 - SE c fK UJ_.. e F 1 E 0 9 OEVH TE FROM E <br />TI P f i F P h Y 1 `NS'R -TI I,J P T^' "T` <br />A� LNA E EMAf U k ANEEMATE .L$ ANCHORS AS ANJFAC URCU ii L.C.i C, V., ( FIL I.JA. . <br />- 1/4'. ZAWC NA- N ANCHORS AS MANUFACTURED B7 DEWALT NO (t . Ck TRACTQR TO RC RESPINNSLI FOR 711 SFLECI A. PURCHASE ANC: NSCAL-At10N NCL-D JG -WE WIT, CT THIS f ROCV; - <br />A I) 41Nr4UY EMBEDMENT OF ,N+CON ANCHORS INTO POURED CONCRETE SHALL CIf 1 J/4'. 2- FOR ELCO PANELMA:E AND BtisFO UN INS P L D PROVIDED HE/SHE DOES NO' OFYNIE FROM iHI CCNUn.OriS I)EIA1. FT; 'SIN IHI'-. E)v-UMENt <br />CONS'RUCnON SAFEir AT 5 ORA -.1E IS THE CNif fCR'S RESFI7NSIBLIrT <br />I •/A- FOR ZAMAC NAL1N ANCHFXNS <br />HIS HO TI- N- WI' n J INV IF i F OL..' CVALJA .1f+ 07`LIME LL 8C G.150ERfD AJD MGDFI. <br />7 t c T INTO <br />A } _IN tr SO D-SEE ANCEIORE 511A1. BE EMBEODFP M1' INTO THE F`OUkFU CONCRETE Hl _.MREDMEN NTJ Z CALM U <br />t 1TF 1'i t I / MINIMUM H^ T-%IT'-1 _ - <br />S UCCO SIW_L BE PERMI _L . 20 SCREWS USED SHALL BE 2LUNG U S ..LM S JCCO L E a . (�) SITE SPF.CJTK PRCUC :'S SHAH RE PREPARED BY A FI DHIOA REGIStFREO r-NGINEER OF ACY._',T !.- A!1IC.1 WILT OE :DUE lA.i <br />AND I• MINIMUM FOR WALLS WITH, NO STUCCO AND MAY BE HEAUEO SCREWS OR ALL THREADED SCREW, W/O HER(:, ENGINEER OF REC"D (EAR.; FOR ME PROJECT AND MHO WILL. BE RESPONSIBLE FOR THE <br />I EI;IT WITH WIND NUTS PROPER USE OF THE F'ED ENGINEER OF RECORD. ACTING AS A OELEGATEEL ENGNEER TO :HE <br />' E D ENGINEEF. SHALL SUBMIT TO 'HIS LATTER IHE SITE SPECIFIC DRAWING4 FOR RENEW <br />0. I) IN USE IHAF FRECAST SOME. H'PECA51 CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS B F - NIt I.M : <br />E11IPING WALL OP F1.-. ANC-H _ 5HA, Ill IONG FNCNJ,,' I',AC REACH THMAIN r MSTRUCTURE NND SUCH PANELS 1a•1 7NIS F'ED ,,HALL BEAR IHE LA,Z K. AND uN,NAL SEAL Alp SIGNATURE OF THE PROFLSSIONA, <br />ANf.Ip RAGE $HAL, PE AS MENTIONED IN AI) AND IN AZ)- ENGINEER Of xCCRNO THAT PREPARED rt <br />!R) 'C xOGK_w:.l1 IN_5,--.90 IS SHUItFR "w"OLCTIJPER'S LABEL SEIAL, 0E LOCATE: ON A READILY vS'BLE LOUTOfJ AT STORM <br />.EA15T,+(G_SONCPG*E <br />PANE, SI.,TTER N ACrC.SA]JCE .YK SE, -,ON ,711992 OF RCRIIA 90LONG CODE ONE LABEL - i J4- / 'APCON ANCHORS A5 MA fACTUREn <br />1 W ALNWALI, Nr <br />SHALL BE PLACCC, FOR EVERT OPrHi,C LABEL YD, "' ,-ONPL' .111. SEF•ION "09 9 3 O THE <br />AC <br />- 1;'a' P • 7/8 CALK-M ANt?16R`i, AS ygyL FACTUREC yr DFWALI. INC FLORIDA <br />e(Pucw, a"xx <br />, J.'. % S!4- SOLI{: -SEW ANCHDIVS. AS DISTRIgL'TErr RY ALL POINT SCREW. EIOLT tr SPCr(ILN.•T <br />Ip PNIE.MATE FEMALE IC Ali) PANELMA•E PUS ANCHOPS..S MANUFACTURED R. E.C. ,U -`R C.Y'N PR%�yp--IRN11,.. <br />i.' 1 A. lk4 <br />,/. <br />- T . ZAMAC NAIL -IN A'CHCPS. AS MANUFAC%RL, BT CEwAL' NL ,119 <br />J� <br />`'f�*. <br />H •'� 41 iIV,.M EMEf.UMENT 01 TAPCON ANCHCF . FLCQ IANEU.IATES AND ZAMAC NALIN ANC,,HOR. INTO THE * \,DEN �91 <br />�- <br />BLOCK UNIT S1tALL BE 1 1/4' : FLORIDA BUILDING CODE (Non Nigh Vei-It Nurricons Zone <br />' <br />E,�., c P '1.ww .4: <br />R : hN In tr xtLD -SET A+A.NOPS SHA.: BF FuafoofD */B' c.Ta 'rlE CGNLREYE ROOD. "Art. YG � YEMT NF}„44 S i 2tGAGE GALVANIZED STEEL STORM PANEL ..:: r- <br />Sl ICCO SAKI BL FERMTIFG 1/4' .-20 SCREWS USEC SHALL BE ' '/2' LONG MINIMUM 5"0,1LiI i,C f.IS,, *_>�_- �_-- ----...-°I/]/iR]pANO •" M1N14UM FOR W'ALS WITH ND SIL!:CU ='C", ITT'-r ISTATE <br />I�tNe ICLABAL PROTECTION PRODUCTS, LLC. <br />To <br />63) IN I'ASE THAI FRECAST STONE. O, PRECAST CONCRETE PANELS, STLCCI; OR WOOD BOAPDS B{ 10 NC Ef(Oct., .' `r4' -I"'4 �T^ai nL y NC ,IP f (NG�MIIANv C1 IT . 1°°OON^.I 1, <br />'G\�p� 2D�175 <br />�S/[7f: <br />EXISTING WALL. ANCHORS SHALL BE LCTRG E^WL!GH iG REACH ,HE MAIN STRUCTURE 3EH1N0 SVOH PAN.. S' w..,. InR 4u�i •. ,n *H�4u. rpOaNW-aT+e, F. NPG•1669-/rol <br />IxAIF' <br />ANCFrCRAGE SHALL RE AS MENTIONED :N 8 ', AND IN B2) � a \' r....`...I - owawlwc r.. <br />W1A/IINIAL WWII'' -FF NUN!Acr UpE/w1L WAS a �y i°1 <br />m •T r4 A, -- ---- <br />.fI., - -,MLxT a 1e <br />--_- -_-_ _____.____ __ <br />INSTALLATION <br />DETAILS FOR REGULAR PANEL J` ' <br />INTO POURED <br />CONCRETE OR CONCRETE BLOCK <br />STRUCTURES <br />EI POURED CONCRETE <br />EX151ING POURED CONCREIE <br />I <br />OR CONCRETE BLOCK <br />OR CONCRETE BLOCK <br />I <br />.Cuv'kEL <br />./ I- REOUIREG. <br />I <br />CONCRETE ANCHORS <br />CONCRETE ANCHORS <br />(SEE SCHEDULE ON ;:# <br />(SEESCHEDULE ON j - <br />EXISTING POURED <br />SHE9 MR[KIGN 0 <br />'k 1 <br />{ <br />.2 / <br />SHEETS 4 THROUGH To) <br />(i <br />CONCRETE OR <br />. <br />- <br />CONCRETE BLOCK <br />\\ 1/v.-7a,' <br />1,3/ <br />1 - <br />1 /2• ( I1/4' <br />I iJ2- <br />__i I I/4 <br />--� <br />REQUIRED <br />SS .P HIAo ears <br />NA®.1 1/.' O.0 <br />i <br />_ �_ NA* <br />- MAX. <br />CONCRETE ANCHORS 1$1 <br />'(SEE SCANEOULL ON _I. <br />I <br />LC <br />j I <br />E.D I <br />f <br />SHEETS 9 THROUGH 10) <br />I j <br />1 <br />1 <br />% ' I <br />FOI <br />- <br />I I <br />I <br />1 <br />I t `.1`' <br />{ <br />I '.:1:' <br />I s-'1) <br />1 AYE- - •N -. . T <br />I t3 94,5 • <br />i 1?n. i ss R0.R R� <br />L.J I <br />I <br />I SEPARATION 1 <br />4, T G- <br />_ <br />It SEPARATION F AT .A IN9lY <br />I <br />TO GlA6S. <br />�' SC,4EDl/Lf <br />I 1 (sB PRI "NAl <br />�N I I UNXH PAR rJ•) <br />•L' <br />TO GLASS I 1 we rw FI.II <br />�' I ( IDDIN OCR r� <br />(SEE SCHEOU1f <br />) <br />1 i <br />1 1 <br />EXISTING f.1 <br />GLASS _J ON SHEET 3) <br />` No.. <br />I ' FANLL LENGTH <br />,I , <br />ON SFIEEi 3) ( ' <br />1 <br />1 ! <br />I <br />I I `- I I (SEE SCHEDUULF <br />9 I <br />It 1 ( <br />� <br />ANTI. SEPARAIIIXVI <br />"L' Ibv 1 I <br />I E •L• I <br />I 7 <br />ANCHORS 1 I <br />I A ON SHEET 3) <br />1 ) <br />R I 1 <br />9 I 1 <br />[ <br />- 1 D CLASS I <br />IENG:H <br />i F CE ➢ <br />5 SEINE IILF <br />1 ! PAJFI :ENGTH <br />I ( (SAKE <br />SCHEDULE <br />(SEE CH <br />(SEE SCHEDULE I I I <br />I _ <br />- <br />R ! ( <br />(SCE SCHEDULE <br />SEE <br />I ON SKv 3 <br />ON THEE 3) ) <br />i ON SHEET 3) <br />41[ET$ 9 THRp/GH t0A <br />C <br />f t i <br />II 4 <br />1 • 1 <br />I I <br />f <br />I <br />I <br />- SOR <br />i I OE 1' <br />NO It i 1 1, <br />'KITTING 1 <br />[[ <br />1 <br />I <br />MAX <br />GLASS <br />I <br />GLASS -I <br />I E <br />' �hF (� <br />'• `i- { <br />(( <br />1ItE '€s-.-tm <br />- <br />° O�i• <br />1 <br />I f- f,� •. <br />i <br />ED <br />' <br />LW BMWs <br />P I <br />Ir� <br />t <br />1 <br />1E.O <br />I tE <br />I <br />E.0 I E12• <br />O <br />F <br />_3 <br />I A 16, <br />-•` I d <br />EXISTING POURED I !O IZ 1 J2' OC. <br />I <br />. 1 1 '15AA <br />I <br />' <br />CONCRETE OR <br />L I I(AS APPLICABLE) <br />ihi snm` n.�°5(Nf.I P <br />CONCRETE BLOCK I I i <br />REOJRED. <br />CONCRETE ANCHORS <br />�J 1 <br />0 <br />�- - 1 f5 - F rr I/.•--" SS .5 ./ NUT <br />I-y_I._-_2 - <br />I (SEE SCHEDULE ON <br />THROUGH t <br />_-�.J <br />4 , <br />1 ALTERINIC <br />e I, ,/]' I.c <br />- 1• M� - <br />SHEETS 9 101 . <br />*/ (I) ONLY WHEN $DUD - <br />E'. _G LOCATION <br />1, 4 , <br />SET tr CALA-IN ANCHORS <br />ARE USED A W/ 'RAJ WHEN <br />EXISTOR ING POURED CONCRETE <br />PARELMATES ANCHORSREW <br />B.OVJt <br />ALTERNATE CONCRETE EXISTING POURED CONCRETE- <br />CONCRETE ANCHORS <br />ARE USED <br />�!RETE <br />OR CONCRETE BLOCK REQUIRED <br />STAGGERED W/ STUD <br />(SEE SCHEDULE <br />(SEE SCHEDULE <br />(SEE SCHEDULE ON <br />SHEETS 9 THROUGH 10) <br />G <br />$HEEi 9 THROUGH 10} <br />BUILD -OUT MOUNTING <br />SECTION 1 <br />SCALE 3/1I <br />iQSIINTiHG <br />w ifScllStCL.Z <br />SCALE 3/B-l' <br />WALL MOUNTING / <br />SECTION <br />SCALE 3/e. <br />DIRECT MOUNT <br />3 <br />IT <br />+.31111111111I/Iry...A. <br />a <br />S <br />FLORIDA BUILDING <br />CODE (Non High V*Ioclty Nurricons tons) <br />E.D. EDGE OLSTAIVCE <br />NDTE_EOBSRMBL(AIlON �SECIlONS <br />s <br />- a <br />o. 44167 <br />*. ' <br />= * -*` <br />- U <br />- STATE o <br />' <br />e10'°'I`� DIG 24 GAGE GALVANIZED STEEL STORM PANEL .I <br />/ - ' GLOBAL PROTECTION PRODUCTS. LLC. °'/a/'°'D <br />/ IL�EC-O�Ne <br />H <br />( SEE SCHEDULE ON <br />TOP 'TIN <br />0 &BOTTOM MOUNTINGS CAN BE <br />= 9 t <br />'-, 0�. f(OR10►' <br />i 5 <br />:10.tr, <br />'� : <br />1wc S.. 61 nIE[' <br />SHEETS 9 h 10) <br />COMBINED IN ANY WAY 10 Surt ANY <br />, F- , • • • �\ 1-120-Lei <br />F.'�„ <br />„pLMGA1ww.N�°"O,ImaPaliF <br />..-- Ia�mwm-IY• PLOW. <br />0"q FL W'• 20-175 <br />(w)-l'IAL HANK (95a)ee9-a», <br />INSTALLATION. <br />0, <br />"I'll, <br />-s, <br />a On,- <br />a <br />NFN 11111TI A nNTJO4R <br />,TX O ,1. <br />wA11R A 1 1 W, P[ <br />101. <br />- - <br />m <br />NIQT 1 OF 1e <br />INSTALLATION DETAILS FOR REGULAR PANEL 11' INTO WQOD <br />4'AB' (MITI.) EXISTING WOOD <br />BEAM REQUIRED. STRUCTURAL <br />ADEQUACY OF EXTS`HNG WOOD <br />BEAM TO BE CERTIFIED BY <br />REGISTERED ENGINEER OR <br />"Ey., <br />- EC <br />ARCHITECT PRIOR TO SHUTTER <br />T <br />°MALU �N. ' <br />WOOD ANCHORS ALTERNATE WIWU ANCHORS <br />(SEE SCHEDULE <br />ON (SEE SCHEDULE ON <br />SKEETIt) <br />SH 11 <br />EET ) <br />`'D �.rt. <br />I ,Ja, <br />f <br />- <br />MAX <br />WOOD HEADIER <br />----i <br />I REQUIRED <br />EXISTING_) (,8) <br />15--'I <br />rl-i <br />WOOD ANCHORS <br />j <br />(SEESCHEDULE ON <br />$MEET it) <br />YNnI <br />ISEPAPATION <br />I <br />f ) <br />--t GLASS.(SFF I. <br />I <br />- <br />1 ICNEDULF <br />1 <br />I <br />I/••.-w.,' <br />- <br />ON SHEET 3) <br />I <br />.-,. <br />V <br />' <br />(USE Rx we <br />UDGP, OAR IIL <br />i <br />i <br />i <br />MAX <br />PANE£ LENGTH <br />1 I <br />. I 1 <br />(SEE SCHEDULE <br />ON SHEET 3) <br />s I1 1 <br />I `( I ( 50z <br />I '.A I I - Or 1• <br />S' MAX <br />i I 1 `12 <br />1 I I O 1' '/2' OC <br />NO <br />2'X6• WOOD <br />DECK REQUIRED <br />WOOD ANCHORS - <br />(SEE SCHEDULE ON <br />SHEET I1) <br />- 2' Mln. - <br />CEILING AND FLOOR MOUNTING <br />ALTERNATIVE 3W <br />SELL 3/11I <br />Yo- <br />N;'_TE_QR-COMBIHAION_Oi-SE.r_9.__ <br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.<.0 <br />F BOTTOM M 'NTINGS CAN <br />0 4 8 Ou BE <br />c <br />P it t N DESIGN RESTORE RATING s. AND PANEL LENGTHS <br />( P ) <br />IN WAY i R ANY <br />COMBINED.ANY 0 SUIT <br />AS PER SCHEDULES ON SHEET 3 <br />INSTAL IATION <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD <br />MEMBERS 10 BE SOUTHERN PINE No 2, W/SPECIFIC <br />DENSITY OF 0.55 OR EOUAL. <br />EO <br />EO <br />2'.i WOOD PLATE <br />REQUIRED <br />ALTERNATE LEG <br />LOCATION <br />I <br />/ <br />_ <br />I-O. <br />_ <br />♦ -'T-' <br />f.- � <br />- " - <br />WTI <br />'ryA'.I' N[X NW61.LA rftP <br />�. I <br />- fD - EO - <br />I •IXLIEX ,u s17RW a <br />i 2 I' SS - / AWT <br />-1 -. <br />1/2- <br />II _.. <br />1 <br />I'. I i <br />t �,. <br />j <br />I I <br />I i <br />�a tx]ea� <br />RiW <br />-1 7' <br />I I <br />Nn <br />1 <br />1 <br />I4' <br />I <br />E i <br />f <br />1 <br />I <br />1 <br />1 <br />f- <br />Nit, SEPARATION TO GLASS <br />E SCHEDULE ON SHEET 3) -� <br />1 <br />( 1/A''-�"' <br />Lq1 <br />'i NAX <br />1 <br />I <br />I >t so.rs w <br />A G D61.IP~'Ar <br />DIg Fa IN1p <br />PANFI ;ENGTH <br />(SEE SCHEDULE <br />rX STING 1 <br />LDOTH Mm r-.•I <br />0E+ S+E� 3) <br />'LASS I <br />�� <br />( <br />1 <br />I <br />I <br />I <br />j 1 <br />GR <br />1 <br />I <br />1 <br />I -;.�,_ OF 1, <br />BUILD -OUT MOUNTING <br />ALTERNATIVE 4W <br />SCALE 3/1I <br />p ...." `%GEMS''• ✓qss <br />• i <br />NO. 44167 .L = <br />* - <br />*s <br />q'. <br />STATE 9'• <br />Off. A( t. :,y�C .i <br />C"ONALE~ECJ.,�.s t. <br />PE SLLL/BGEMTUM/am <br />1 No;�- ' , I , <br />1/2' I ./1.--I_ <br />^i„IIc. NEAP BA', <br />I,w <br />,II s 6,/.* a, <br />WOOD ANCHORS <br />(SEE SCHEDULE ON <br />SHEET 11) <br />FLORIDA BUILDING CODE (Non High Velocity Hurricons Zone) <br />."K, 1XTMII. +c <br />24 GAGE YAIIIZE STEEL TRY PAN CAL D TEE STORM fl <br />RA r r <br />1 <br />L E C O ENe \, <br />GLOBAL PROTECTION PRODUCTS. LLC. <br />°'/DATE <br />a ENONRRIIM7 GI AIIY <br />.s. S.W. sl tnlFI'1 <br />GAME, n 3v11 <br />t, <br />I- 7a .,r. eF .a n AIM <br />7 =-IYD^ lL®1 n,.,M, <br />MM]NE (9>F)669-)SIN. fM (95FMW-619) <br />20-175 <br />o\-tXX)e71e <br />OMN` "4 <br />.TER A "" 11., 1. <br />wen a ,e <br />-4^ '' <br />^W <br />W <br />r- <br />L- <br />_ <br />M <br />(1)U <br />-0 <br />a) <br />N <br />L- <br />CL <br />0 <br />O <br />C <br />.CM <br />m <br />U <br />-0 <br />^1 <br />CL <br />: <br />/11 <br />(1)-0 <br />M <br />0 <br />O <br />I <br />-0 <br />-� <br />(/) <br />_0 <br />O <br />L- <br />Q. <br />C <br />L <br />O <br />/C <br />♦ V <br />O <br />0 <br />�� <br />w <br />LL <br />L� <br />0 <br />- <br />M <br />> <br />-� <br />''^^ <br />VJ <br />W <br />0 <br />O <br />L- <br />F <br />..A0 <br />. = <br />-600 <br />/�� <br />in, <br />r- <br />C <br />i <br />y <br />III <br />.r+ <br />0- C- <br />EO ,, <br />,[. <br />0�m <br />III- III <br />r <br />r► <br />cJ <br />' d <br />67 <br />G <br />C <br />C- <br />�. <br />9 <br />co J <br />" � ,' <br />c <br />� <br />7 <br />G ,'t <br />�' s <br />cc ', <br />al <br />�C�+' <br />I.n <br />_�. <br />11 <br />l' ; <br />n�� <br />W <br />= <br />v / <br />CC <br />O <br />L- <br />CL <br />U <br />O <br />Does <br />V / <br />M� <br />W <br />LL) <br />m <br />Q <br />Z <br />Z <br />Q <br />J <br />d <br />SHEET NO. <br />SH 1.3 <br />