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<br />ALTERMMVE IN ALTERNATIVE
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<br />71
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<br />NOTES
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<br />1. INSIALLAT�145. ARE ONLY VALID FOR BUILDINGS WITH A,S.D DESIGN LOADS
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<br />1 12 1/2- 1 6 1/4- 1 12 12- ! 6 1/47i
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<br />6 (TOP/EOTIOM) .8--g- TO IV-2-
<br />.55.0. -72�O
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<br />6 (tCP/801`1014) ,8*-O" TO IC-2*
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<br />� 6 1/4" 1 6 1/4'
<br />6 1/4-
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<br />SEE SHEETS I 0. I I AND 12 FOR ANCHORS rYK A SPACING FOR OWAUA79M INTO WOW FRAME BUILD"
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<br />P.uAUD CONC.En I i . 1 i . � I , I ,�: 1; ; ton mwsw. MAXIMUM A.S.D. DESIGN PRESSURE RAIING (P.S.f.) AND CORRESEQbIDING 5
<br />. I I , � I a � i I I I ! I ; i I � I � I I � I � 1 � : , I IjE, 2/,.) MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND I '/11 - I 'Z �__ - i- !/�** IMCINNE - CL
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<br />CA CONCRETE i I . I . 11 i +-T -1 -11 . �_ � I I . � !I, I ;� I 11, MAXIMUM PANEL LENGTH "L" SCHEDU 0m) ( j TO At 12 1
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<br />SLOCK, PALL ,, I ..I. � . I- it 1 AS- : 1 !- I I iI . , � CORRESPONDING MAXIMUM IG SCHEDULE AT J6., FOR /,.) ; 0-
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<br />� j � i L-11111,11A 2/4. WA. 3/4 OR 4/4 1, 2 & IW/15 1, 2 & Iw/15 INUALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES 2W,EM_2N SHEL
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<br />; , ". t � � ALTERNATE LOCATION Schmu IT I __ a W. mL MWAL-CotaTIONS, Tm -a sougm &I LD- ---a. ,-2.*-- (..,) M) I - REAN"O'c'N � �� �= ! � I I - i I � I
<br />� - I I ! - CIN LIFE SAFM PANEL - KC10.) To . I - - "CA - I.,, . I--- 1
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<br />- F i I i AREA W/NC, IIPE SArM PANELS LOCAFTON or UFE (SEE NOTE IBELOW) u-noN � j i 1 7, 19�
<br />, / I , REGULAR PANELS W/ OR - - SAFETY PANE L -I MIANIA' 15z ,APEUM,n ,E_j 0 MAe_.E PtA APPLKAEL To -0. n 0 i 1 I . ,,/., TO G%AS1 j � -
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<br />I " BELOW) . LAST PAWL (;��O at INSTALLED AS PRESS,,AE 10 GO OREFE TO �OAPFEN: To CONCINErE ��, C. O � .! .... 'Non. v ,w ; � I ED I' I I - i -
<br />CONKkElf ANCHCAS� " , ,- _7� LIE SAFETY S PANEI OPENING St,&I. I RATING 1 EYE co.am CO.CRm I stio0c. � a OF THEM . I 4maumo=- a W =3
<br />(SEE st:NEDULE: 0. -- SLOCK - --- �
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<br />, w COMMON A ETY STORM ' I MIA 6- N/A � I Ea
<br />r 1, � I PALL ALUIS _ ___ BLOCK - � SCE SIM 15 FOR ANCHM TYPE It SPACING FEW INSTA.IATONS INTO WCOO Int BULEMIC #` � O"
<br />SHEET 10 - SLO, QPTION J1 FOR 1,1� 6. -- ANCHOP SPA�INCGIT AND ANN- EM DISTANCE AVE INDICATED - THIS SCHEDULE IM i E O': I I
<br />'(a) _ _ I U IF - "I I I & 2 (rep) ED LESS INNA INDICATED ON SCHEDULE fWXE ANCHOR SPACM IN wU,_NftYING SIIN,CInG �
<br />UD ,,GNCRrTt 70 FACx_KffAT7F=1.,AI1`CH` rlx.. ./A MIA 6' IS, N/A
<br />C,N't CONC _ _ ) TO BE INSIALLE OF REMOVED FROM IiSIDIL � :!!7 - R/� -;;-- ___ - - j OM) :I - - - I F I C
<br />N`C`iQAS EANEL" 1, __ ,11- i,55.0. -72.0 19. 7 . 9,100% OM $CMC)ULE Of THE FOLLOWING FACTORS FOR THIS, OPERATION TO BE POSSSTE� ED: , ! I ,�
<br />ISCE SCHEDULE ON OF STRUCTUPE I 9- 1 v 4-2, 9' 1 9* 1 PEDUCED SPACING OBTAIMEM. USING FACTOR � HOT K �M THAN MNSAUNIi SPACING � i -- -- 1 .
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<br />___ ELEVATION 6. 6' 1 N/A 5' I NIA 5- 1 NIA I a . , OF) INDICIIIIED FOR LACH ANCHOR TYPE W AN04M LEW110 , f 'emum f , I r i I POOD PLA" 0
<br />�55�O -72.0 N/ N/A MIA . " IT ) ,5'-C' TO 76' aI , . i i I , � ii"Eu
<br />WALL MOUNTING INSIALLATIO WALL AND rLrm I 'N' kTIO SCALE 3/37--l' - 9- - 5' _i:___"_ I I � I . i . I _,( TTO-) WON= TvPF ,/e._ 1�4`. 1/4*. 1/--. ,/.-. . j- - -�--_ . i i , .Dw PLITT . I I L_
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<br />SECTION I - SECTIM 2 SCALE 1/8� . I' - . v IMNODN OF TA#QSP PA.Mwm "'MILPot -1 � ,� ,- i L-, 11 I I WINARED I i � I
<br />- MIA MIA I IN A 1 6' 1 N/A I IA I I A, 2 (TOP) --- --- _ __ ITIMMUE 0 . I _______� - II ______�_ A
<br />.= SCALE7 3/8' - I* 19 0- �45 I/. - - - .550 -720 r-.-- __ _�.- .7 -6- TO O' -1. , 11 �,� , I m 0-
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<br />I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS' OR LAST PANELp 4-1-1 - : ---
<br />OR AS AN INTERIOR PANEL (ANN PANEL LOCATION IN BETWEEN END PA%ELS) (c) V`I INTERIOR, P-1015 �s �T,=U�fl" Sf,o,ICD�!_L_2_ Z_ff,-_.fLQQR_ MQUNT_C_QNlXTlgN.% AT-1112TIOM _ML _11I,__�_�_ _11' * AMAL LA OIBB SWAIM - PYCM 1 3'..* ,!ft. 1. " SGP 0 a' OIC ./ I 1/7' m U)
<br />JIFE SAFIE-f PANELS MAY OF? MAY NOT BF tNSIALLEC) ADJACEWT To RFCU_AR PANEL�, SEE - I In- . i FIEW THMEADOG MIETIMIECIP OR
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<br />;I LIFE !�� PANEL CONSISTS Or 0 0.19' GAI VAMIZED STEEL STORV PANEL AS SECTION 8-0 DEIMCN, TAPCON CAUUJN_ ��_ IN SECYONS 0 A, UMT PANEL INNIN"', 3' 1. Do � . 0 __�__ I/. '.:?O PAMFLIIAIE FITIM117 ID 00 ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATION L.
<br />PER . SHEET 2 Of DRAWINO SC,LLE 3/32-." PRESSURE I - ____ , - UENG`TH "L' (") ,,0 'AmELMS'l P'm 0 5- .0 ./ I '12- .. ScAuL 3/r - "
<br />, T Sit NOTE I) ED TO ' 3 'Ir I - - Do I I - I I Do THIRAom PFmEnMYTom 'o MSnHC Scot,
<br />(W/ OR ./o AEG" TRACKS.) I
<br />THIS IS(Lr 0 BE REMOVED OR 114STALLM FROM ILlf NSIDE OF "ING L,.I� ,,,,, T I 1, I I m
<br />OF THEY ,�j�A- IL41)"w, KATE NOTE SMU1ThA`RN:.NO"SNKNPNl__
<br />STRUCTURE CONCRETE COMORCT DISCRETE - 6' OR ass ... ........ � "
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<br />4, ! ,p-_ --�\tENSp`-�-^- WALL MOUNTING INSTALLATION ,&y, III, T141,- %,
<br />AN '_ - - _' ' - C ENT C) At 30T`I-CM TRACK To ,ol',�, ;k. TIQ/J, .528 -66O Y 3' 4- 1 . - 2 (SOTTOV) 7,-6" OR LESS ... % IF, , -
<br />BE C_j ,11:1x ........... :�� - ----'--L-
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<br />C MpOkENT Y BE INSTALLED WALL OR FLOOR MOUNILD rotIOWING SECTIONS I & ' .550 -720 2 1/2- 2 2' 4 3 1/2- 2 (BOTTOM) 7'-6' OR LESS z : No. 44167 -_ s _w
<br />0"" *\ I ___ - - . SCAUL 3/8' - I- *.
<br />20ON THIS SHEET. AS WELL AS DETAILS I & 2 ON SHEET 14 ,,,-..-- r,ENS,r ... - - = -* = ,
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<br />7 1 N FLORIDA BUILDING CODE (High Velocity N.r Cone Zone) .... !__!�/ ___ _ _ �_ z 1. * FLORIDA BUILDING CODE (High Velocity Nur loan. Zone) z NO. 7 , . FLORIDA BUILDING CODE (High Velocity Hur cone Zone).
<br />4 oirt LENGTH FOR COMPONENT QD -S 15* __ : = .*
<br />N/A N/A - smm5F .itft; .
<br />Mo, ANCHOR SPACNG FOR COMPONENT CL) ANCHORAGE A' 8070M IS COVEN ON - : NO. , - - * E. I'Mo .nX0. - 1�55 0 -72 3, 1 3- !, 2 (40, OM) -s �$% , 4 .2TQ0 rLTECO, - 11 * - I'VOG, - FP <
<br />SCHEDULES j& 2.' SHIE17, 14 = , , - 20 GALGE GALVANIZED STEEL STORM PANEL F P *� 20 GAGE GALVANIZED STEEL STORM PANEL �__ , -.. . j 20 GAGE GALVANIZED STEEL STORM PANEL DAMN In
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<br />COMPONENT MAY BE PERVIANEW OR REMOVABLE or . 11"� ss .- ,� , , -0 S1, FOF - Ii. ;�_m / z
<br />1� P . unum, lk '9", "t, fi',3�;;�� L- -1 " I \ GLOBAL PROTECTION PRODUCTS. LLC. O"t
<br />" :�--. s 9 , ���_�._ I �METALLAT �RE CNIL� VNUD ION 91ftOPICS PITIR AILD DESIGN LOADS Up TO .� ,. al/mnaw
<br />I 1f-__'A*4___0__' __ , " P`n"`_ GLOUL PROTECTION PRODUCTS, LLe. "ID"', � 55 5. 2 0 W " PANEL-S 'ENGT. Up To 6'_B_L " b�,--. - - 11
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<br />5 SEE DETAILS FOR INSTALLATION NTO WOOD MAVE BULDNIGS ON "El" 15 fk%v-S, , \ GLOBAL PROTECTION PRODUCTS, LLC., j-, / I \ 2 FOR ME* WOW FRAME C TRUCTIOW WOOD MEMBERS 10 &C ;z
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<br />6 SEE SHEET � FOP, DETAIL APPLICABLE TO THE MECITS" 'OR THE INSTALLATION 0 : ". TIMOR YESTPO a EAGANNEENUMP COMPANY IMME. IL =I. PINE " 2. All SPECIFIC DEMSrr� Or 0,55 OR EOUN. z4 I Ize- �O TIESTSIC & 01410111111019 C-A. 00m� n- MI. 20-176
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<br />SPACERS AT TRACKS INSTALLED ADOACENT AND BEYOND TO STLCM/*00:1 BANDS I - - -I.. - .1 -.- - - ', .I. -n-5. F. TV -sm 20-176 ",is,,, Nawl" FT
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