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<br />6"� N/A
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<br />6• � NjA
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<br />55.0. -724
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<br />6 7(4'
<br />( N/A
<br />6 tJ4' I N/A
<br />6 1/4' 6 1/4`
<br />6 t/a" I € i/4'
<br />° N/A
<br />N/A
<br />b (TOP/BOTTOM)
<br />'-8' TO 11'-2"
<br />N/A NIA
<br />N/A
<br />� N/A
<br />N/A I N/A
<br />N/A N/A
<br />6 1J4" 1 6 Ij4`
<br />6 1/4`
<br />8 1J4`
<br />S. 9, 70 (TOP)
<br />+43.0• -+$.O
<br />6" I 9'
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<br />N/A
<br />N/A i N/A
<br />N/A N/A
<br />6' 6"
<br />6 Ifa i
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<br />N/A
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<br />SEE SHEETS to it AND i2 iY)fl ANIDRlRS TYPE d SPACING Wa'. INSTALLATIONS INTO WOW FYBO6£ &llL TALL$.
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<br />mock REQUIRED 1 r pp r >,�QI ESPONDING MAXIM UM ANCHOR ,�"+MING SCHEDULE AT 8) FOR iF1�AA1(�IIAUoN Y DNEL NGT "L" .SC EDULE r 0M) J E} �._... ;.� � I � �,A' -,A- 0-
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<br />s I j a I & /w/15 I IAA A11911I INTO CONCRETE A CbHI _$LOCK STRUCTURES .N STET 13.- I t I I d € i
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<br />i' ; . AR{A W/NO iiF>: SAFETY PANELS L07�q�OF i (5fE NOTE TItE1AW)
<br />'_ Prl' I, Cant I • i.e. REGULAR PANES AN/ ON -. ---I MAATMUM A5.6- jlQ17>ffi CONDI �.. • APPLICABLE TO •SSA.6__D Y-4' 3 3/A• VewOLYm I TO CLASS- l -
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<br />CONCRETE ANCHaRs / ` - t '<'' BELOW) * LAST PANEL i!± TO RE MSrAl.lm AS PRESSURE rqS.-.
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<br />(SEE 5[ SHEET t _J -'. / _ �y /y s gyp lvT: SAFETY pRLA PANEL OPENR)C SMALL RATbm i_LA BLL749f BtDCA aL�:N _ EW.QCR BLOCK SEE SHEET 16 FOR ANCHORS OVAL & SPACING 3YXx NSIA3AUQNS INTO wY10D FR4ME BUILDING. i @' ` i-_ OR j..-. I '
<br />J t.: EWt. b(( 9� VP IlJ 1 ti I[ LI STORM ALWAYS 1'$ PRW{DEb W/ NFM HAVaii - We11MaM N!C!A)R SPACNIOS M{U MNe{'IbM SaGaE INSitiVa€ A+a<u4a TF;D aY iMS 9CNLOUti- rIX+ I I i q EOl EO r .W�
<br />`' POURED CONCRETE - (/Jt.. CONa#npN7 - - - la FACiNA?E !NSTMIATI°N IF 1fO'ENDED 6' N/A NIA N/A 8' N/A 6' N/A 6` N/A I & 2 (TOP} ER, L63 TFw(u algGiED CN SCHEDULE Tg4llCE ANCtgB $PAitltt} BY UULTMLnN6 SPACING
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<br />pcµ REOVWIEC CONCRETE ANCHORS - ,. PANELTO BE NSIALLED OR REMOVED FROM INSIDE +$5.0. -12,0 g' 7' 9` 9' 9' 9` 9' 9` B` O„ t (BOTTOM) S'-Q' LNi LE$5 SA41YfR W, SCHEOUIE 8Y ME FOti.GA7F'IC FACTORS. Pt)R lii5 �ERATtpN TO 8E T•a558'IE ' j}�-`'. - I,. ii - }--'•- - N` C
<br />- �• �/ /� - OF STRUCTURE REOUO® SPAGK OBTANED USING FACTOR. SHALL NOT ARE LESS OKAN NNRHUM SiMCM ' l I ; i__., „, , 1 O
<br />(SEE S'iiE4T IEma ON° :. ELE TIATI4lN� N/A N/A - N/A 8' N/A 5' N(A 8' k(A 1 & 2 (T'OP) INaiC.4TE0 fDi FACN A+!CHDR TYPE RT RNCiR51,EGEHU ` i I $$ 1 - WOOD Punt
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<br />y/gIi MOUNTING INSTALLATION WALE AN FLOOR �TALLATION !/S'�CALE 3/a2'=i ® s g. 6 g 7 (2` e" g" 9" s° I (BOTTOM? _ _____ P _ ._. _ __ ___ ,f wvaa PUE a
<br />SEGTiDN I SCALE,, 3JB" n: 1" SECTION 2 (IdCi I�SCALE: 3/B" t` @@OR i t W +. £` N/A N/h N!A 6' NJA 6' N/A 8° N/A 1 & 2 (TOP) - NIo1nR TYPE r,»ae aF YN wvP °fix P w aWo-W ': , `, • ( . - _____ tIT.-EPAREa
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<br />(AN/ OR W/o REGULAR TRACKS.) SEE Harz 17 _ __ ._. _ - _... - .. _. # ` LkP_,b/�a'c' RusHwc wf
<br />SECT S-8 MAF,!MUW ASD. , (IAA 0 51V MII Sea TAP IF AAarq 09 A EWER) a r � MAN W W RACW APPLCABI% TD __. __ __-- - - '° .4, r/,rv-2C.r ss MS a ,,D,C AN AIRiERNA11YE WOOD FRAME CONDITIONS EC ANCHOR LOCATIONSL.
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<br />2. UI"E SAi'EFr STORM PANEL CONSISTS OF D D39' GALVANIZED STEEL STORM PANU] AS LsL}�- Om*4 7APCON : BECTIDNS & MA%aMUM PANEL ___ 3. i� iza __- .!N _ _.� __ 1 i/4"t-i0 PN{ELMATE nAW1 ID pr
<br />PER COMPONENT Q. SHEET 2 OF DRAWING. SCALE 3j32`=i' PRE; (..E1. p r. JCV CDMBiNAT10r LENGTH "L` (EEL) A. NAaTAalMiANNN,Ar .. ] i/P". -. - `-...._ ' i6q..._. _- 1. _-1,0° PANGLAIA�, PLUS P`METTiA�TiM, DU- W ) i/2 W)n. ar... 3JIP . ,• I� M
<br />STRUCTURE- ! �"LDW; ITSELF TD 6E REMOVED aft TNS7ALI-ID FROM THE INSIDE OF RAiq,c .st+ CONCRETE OF TNF]rl pt47 t}. Ti�(F. y _ PLATE eroiE 9R1tTEx rMci(5 Nm StwwN :T'.ce nAPoTT , , ■
<br />„iirn101". +69.2 -61Z -.. 3 3' 4 1/2` 4 i/2` 2 (130T70M} V-8' OR LESS q� ENS' ✓ &S
<br />3. LIFE SAFETY P RECUT TOP TRACK TO BE COMPONENT BOTTOM TRACK To `�+•Oil a4r " yX F WALL MOUNTING INSTALLATION
<br />BE COMPONENTM T.A5 PER Sn£ET 2 Of TH4 O;,AWING. \ p, p. TIE(/r %. +s2.8 -66.D 3• }' 4' 4' 2 (BOTTOM} 7•-6` oft LESS . INSTALLED
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<br />`__ ALTERNATIVE 1 W r "" • lQe% 11I
<br />+55D -72D 2 i!2- 2 T/2' 4' 3 'fz' 2 (BOTTOM) Y-6` OR LESS ND, 44T67 d 4: >vGENSF
<br />2 ON THIS SHEET, AS WELL AS DE/ML<_ 1 & 2 ON SHEET 14, i VQ' : \G�NSF - q{ ? SCALE 3/6'" = i' S�' \.
<br />�- v FLORIDA BUILDING CODE (High Voloelty Hurricons Zona +55.D -72.D 2 i/2" 2 T/2' N/A N(A 2 (eoTTQM) Y-6" tQ B'-D * �( - FLORIDA BUILDING CODE (High Velocity Hurricane Zona o -
<br />4- Min, LFIJGTTI FOR COUPONENT Or. IS'. s' - - _ebCI1Y Nut cone Zone)
<br />9 T FLORIDAFLDRIDA BUILDING CODE (High
<br />W. ATICHOR SPACING FOR COMP'OMENT ANCHORAGE AT BOTTOM IS GIVEN ON - NO. , * x " m XTE°0, WC, +Sa.O -72D. N/A N/A «A'%'• - Ak+: °m2D TA.TF[p, Rt. -. _
<br />SCHEDULES 1 R 2, SHEET 14, � '• - � 20 GAGE GALVANIZED STEEL STORM PANEL Owurer. �., -.. -.----........ -.. :�Q FLORipP:.`�*�+ 20 GAGE GALVANIZED STEEL STORM PANEL � AN t - mm TRTECD. W. 20 GAGE GALVANIZED STEEL STORM PANEL r'.
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<br />- GLOBAL PROTECTION PRODUCTS, LLC, IMF PF, A -� GLOBAL PROTECTION PRODUCTS, LAC, GA E +s5.s, -=z0 c, AND PA ELs f iofH DP TQ a -a . r'rp'••., FL R\A --; ` ~=- GLOBAL PROTECTtON PRODUCTS, LAC. °T/�fnna
<br />5 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHUT 15. 'S1 'C!R f ■ C A � - LTECOliic..
<br />/ i� ICCOINC. q,,C - ��Co INC.
<br />y �F ''" at w'2 +aaa swh s135�mEE +amD sw. si s REEF a FOR NEw w rop FaAu€ pONS1RUCnQAA waaa MEMBERS Ta R sa HD N fi y sw, 6+ STREET z
<br />8 i PINE NP. z W/ SP6a is KNSITY bF 0.53 OR EQUAL S 7 -T-' •`'
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<br />SEE SHEET 4 TOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF HA'� \. a TILER 'Mm." a FNDYH ERIHO C'a .1 DIM f TCST�& EMRftMUO COMPANY !1A'I�'. n- 713T1
<br />N. aan t'. a. WN, YAaa..4'AlgAA 3NaA PHONE: Y. ; W iL. 3D, Yalwar. euCfTiY, rt v,N PINNL_ {Ra,TaN4•-3ie3. FA'K. (9?+}6-87a7
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<br />?PACERS AT TRACKS INSTALLED Ap,)ACENT AND BCIGNfl To SfuCCOJwOOD BANGS.. rNrI TI N'.,11i41 w,aMM I-) a»-1Wv . r., , S ) N,_,v, ,_„�,,,_„ ( )Nre-6m7 .�, w' Cus+)aaa-75+5, FA•e: (B5+
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