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ara (47 1 '!' 4 " I: 7 'I -14 a t a r L tl c fs e ;.* Vtt t*/. T.; -4 t LM (711,--trc ( t eL i ef ••••=1., / 1 ,„ rr ■ c; 9 -- t eff MAX. SLAT SPAN FOR NON COASTAL ZONES %6'P"A°N`E CONT. M.ADER SPAN ALL SLATS H T 'm IIMCMPI Tf [ MCM. II. TYPE 451. O -17 70 46 46 4L • --4 2 13'- 17'•23' 25'- 35' 4t 42 .3B 3g 12' - 4" 25'- 33' - BO 39 39 36 .36 11' 8" 35'- 55' 35" 37 37 34 34 11' -O' 5' -75' WI 35 32 32 10. -5" 75' - /00' LO 74 34 34 31 31 (O' -O" lob' -180' 58 32 32 ' 30 30 9 1 - 6" +30' -250' 70 30 30 .. 28 , s' -I1" 250' -300° S3 40 ZS • al, _ 26 J ab a -s' n COASTAL ZONE . - 1 .4rn - TWT-4 -,- P.V.C. SLAT SPAN I H CLEAR HEADER skis O'- /3' 43" 13' -S 15'- as' 40" 12'- 4" 25'- 35' 30' / /'- 8" 35 3 7" 11'- O" .55'-75' 36' IC' -5' 7e- /OO' 35" 10' - 0" 101' -. i DO' 34" 9 6 17d -2sd 3Z" . 8' -11" • 250- 370 3? 8' r5 SLAT TYPE . - 1 .4rn - TWT-4 -,- SIDE RAIL TYPE - 3 -1 - - TA - - T O SLAT TYPE SIDE RAIL TYPE O I O cc 0 0 O © 0 u slot. rdllL (sat &LMEDui.) &Dile.. sluices to' ye. siaaT MAN (ram u /4115 W /N STO2M /A4 : J IN•LC a oM) (sire semccruLe) ELEVATION ,, Y5" 4LUM 1 ANGLE (TYR �STO?H BAR 6 FAGN4 j I `�! KMC OULl) I' Sig 5 P . ' J (PAS .ultouLAl p4c4.0g SPAN � A SECTION B -B W/ STORM BAR' wuat %MDt.4 Abet (IYN) YP's o/ol•• SECTIOri B- V: J. KNEZEVICH, PROFESSIONAL ENGINEER FL LICENSE NO. PE 0010983 DISCIPLINE: STRUCTURAL (1.1Jd.. A41410 C6 1 ='y� mp.c Loma x ire 6A• 31D6. OC cca iI L . Al'E �{.AAl oif OVILIL a l►Ie I OYItD COMLY/I sera rst•t,lc EQSNI out .1VG\I II- A11Cfi WUJ00 , Os 3.6 D. i AMMO O C4PIC Osir 'B' yT ' Lois x IYE or. *titer:AO 2' z - ! /e " 31... LoolY.IV& SALM *MOLE TYrC C 7 OR J ( seMtOIN6 IOR M . .,ICI \ \ \ \ \}rC C I \ Vita. G Forage oast • LUPO 2 M.N. ALT (SSE G NCOV LE) Y .SECTION A-A ill Lk carte Mop' or ¢vvti • co " $Mtt Aoo3 -N14 r11,Me E AL14 4t84" b , A0 4 O. G. vcaroca.ux TO IHUT►Q toys"- other. 1IeAO e�IAJIkL. SIcTxw STbc. eye NM-WAIL C .yoJo) -1 yy' LYE P. L v- Y6 M.u'V. ° Le�, Z' Y 4 -r' t",...14 LOXI11 x I Y t+►. • /Woo"- TD CONe. now* O! sir 6 ~LT TO &ILL &Mace. SILL Au( AT ATCLM a4ts ONL7. ALIM •*6! sLAT & o"v*u. i a t1/ .IE6' STORM BAR TYPE 0 6063 T6 „• - •I C4V& ” • vlco COML. !/tx s Y = :.STAR I•EEL am st t o lEco DETAIL (1) AT END SUPPORT(PLANI FOR SUCTION STORM RAPS ANSI( 0.065 SLAT -PVC TYPE 0 RIGID VINYL CHLORIDE (P.V.C.1 EACH P.V.C. SLAT TO SE USED W/ ALM. REINFORCED INSERT. STORM BAR TYPE Q 6003 -T6 t t ` c1 TYP ALUMINUM. REINFORCEMENT INSERT FOR PVC SLAT ONLY 6063 -T6 8 2 1 .Its' 6063 - T6 • PE Y 0. .E so OW) SILL HEAD ANGLE 3 4' LONG 6003 - T6 '1 . I.if 0 14 .1Le 16( OUTER CHANNEL SUPPORT 6063 - TS STORM BAR TYPE (3) OUTER HEAD CHANNEL 5063 - T6 ALUMINUM SIDE RAIL TY PE (2) 6063 - T6 eoLlet s1# aJ� LT .+tLOto To 'bc.,a� MOTOR MOUNT DETAIL (PLAN) 5." ,L b Ys xo 5" /PL T& • , w � �✓�I." LIP ------____ - - - - - — ee. kt{ a -51Iv 4, To PL SLAT TYPE_2 - 3004 -H16 a!?" SLAT TYPE @ 6063 - TO SLAT TYPE G) 3004 -NN MOLE 1011 1 CONCRET(rAN .'i W - 11 HOLE f 8 • — r J HOLE P0 AN NCRE E ,�0.Q14' ,, C ONTE 1.11f J �, v. E } • 1.00 SIDE RAIL 7vOC n SIDE De u T YPE a § •�' c • S SIDE RAIL TYPE0 Y" a r cP/i Z/16 up ALL 6063 - 111 AP.OVND �� C , 1 tY. Sr. --..... ...V./ .??, 11/)/( , l i a Iei� 0.0s? (IYR) y. • 0 3 11 1(.h cU. - 11/w SCHEDULE FOR SIDE RAILS TYPE TO BE USED WITH A GIVEN SLAT TYPE i lD 1(! 'ff n w zz Q $ 4 4 o t3 d > LL ri to ci 4 9O�m Id QQZ- 1 Q W Q m % w 2?j -II Y Ww2Q .P .a a O ti co N T- ch M 0 Q 0 . 2 drewr rll 94 -61 1 or MAX. SLAT 'SPAN SCHEDULE FOR COASTAL ZONES INSTALLATIONS • ENO ZONE INTERIOR ZONE NEaNT M FT. ABOVE MADE (N CLASS N 1 BLDGS. mom UNIT CLASS N° 2 BLDGS. ° U1OT TYPEOSLAT TYPEOSLAT TYPEOSLAT TYPEOSLAT TYPEOSLAT TYPEOSLA 0 • • 15' 67 69 42 t}b 39 41 35 38 6t /66 57 / 5 35 44 32 40 32 40 29 37 IS' - 25' 63 66 38 41 25' - 35' 62 64 36 39 33 36 55 63 30 38 38 35 35' - 35' 58 61 33 35 30 33 5 a-7 34 25 3t 55' - 60' 58 61 32 35 30 32 51 5 9 27 ,34 25 3 60'- 75 27 34 2/S 31 5j 27 25 64 7¢ 2 25 31 75'- 100' -1P 4A 56 26 32 ?.5 /3/ 30 24 23 8 61 73+ / '� 100' - 150' 150' - 250' 100' -150' 46 5¢ :i 23 :i 2 9 / 21 27 23 28 — — . MAX. SLAT SPAN SCHEDULE FOR COASTAL ZONES INSTALLATIONS END ZONE INTERIOR ZONE MONT •N Ft MOVE GRADE IN ' CLASS N° 1 BLDGS. cowyIRNOus SLATS CLASS N° 2 BLDGS. coNT.luous SLATS TYPEOSLAT TYPE © SLAT TYPE ©FLAT TYPE � °LAT - TYPE ®SLAT TYPE OELAT 0 -15' 8a 86 42 4 6 3q 4Z ...76 .......... 85 35 44 .32 41 15' - 25' 79 82 38 41 35 38 72 81 32 40 29 37 2S - 35' 77 80 36 39 33 36 70 78 30 38 28 33 35' - 55 73 76 33 35 30 33 64 75 27 34 23 31 53' - 60 73' - 76 3 2 35 30 32 74 27 34 2/S 31 60'- 75' 64 7¢ 2 25 31 75' - l00' 61 73+ 26 32 24 30 100' -150' 58 71 25 31 23 28 — — — 150' -250' 55 69 23 29 2L 27 TAeL/ N.l row 5NraR/NC.To SCNeOULI 7Yk Or KO/ CLASS .i / SLOGS. CLASS N. 4 el.Dem. CL.L /S w.0 /LOSS. N(pw) O <H& 4O' M IO 4 144 ' Efrain-) Geo w art ow M NNKaeVIR /s ••rr. sir ~suss THAN acts w aw • /WT. 0.10 W M 4 M 0/NIGHTY'S 10 ewaruR. 04W OV 010 N NIIWI ITIR 11 &MALLON. OW&DINI, CONDITION INCLOIID i INCL0•10 ~Trial/ ONCLOIRI (sr .rr' r,I) V. J. KNEZEVICH. PROFESSIONAL ENGINEER FL LICENSE NO. PE 0010983 - DISCIPLINE: STRUCTURAL Wu erns?" TYPICAL PLAN OP I1,, 11 0.14 4iT. s. IYal w MOLT r., TYPICAL AFL RI/AT IDN Or WALL ANALYZIO Mrs. MOTE'S /- W N MINIMUM M/OTN OP ILOI. (OPC TYPICAL A.AM) W e MINIMUM OP (WI, Wt) I. COW SONe :DII/NIo Ir DIMINI/OM 1 I . (eeI rrPrew. IL /0N) } INTIR/oP mNI: DII/NID Ir TNI RIMA/M/NI MIA OP TMI WALL ANALVZUD (III T VP /CAL ILI var.ow) 4• �1 • NIKNT AIOVI Or TOP Or IImNIL 1 015 OSPINITION Or• PARTIALLY INCLOIId SLOSO. MS P44 p. 0.c. Mae Io/T/e,, IICT/o. *100. II400 QSISIA3 IDES: 1 - Thi■ shutter has been designed in accordance with Chapter 23 of the 10S0 Edition of the South Florida Building Code. 2 - All bolts shall be 2024 -T4 aluminum alloy or galvanised or stainless steel with 10,000 psi minimum allowable shearing strength. 3 - All aluminum extrusions shall be as noted on drawings. All aluminum sheet metal shall be as noted on drawings. 4 - Aluminum surfaces to be.placed in contact with'steal shall be given one coat of sine chromate primer in accordance with Federal Spse. No. TTP -543. B - All concrete anchors shall be diamond 'hammer drive pins' 0 1;' 0 x 21;' long, having en allowable tension of 400 Ibs and Shear of 300 lbs or equivalent, accept as noted. g - Welding shall conform to the latest ANS specification for welding aluminum. 7 - Shutters may be motor driven. tape pulley or gear driver. E - Store bars are timid and sot remoednie. • 1994 l E e l z Z w m - N m D: C1 w O O Jul.., ) to LL 4 9 0 O (1 ZZ� Y • W p Y N f'I wO w (! 0 wm) a. 1 drawng rM 94 -61 MAX. STORM BAR SPAN VERTICALLY) FOR STORM BAR TYPE a3 AT CLASS 2 BLDG.. COASTAL ZONE INSTALLATION MD ZONE INTERIOR ZONE H (FTJ STORM SAM SPACING (FT.): MAX SLAT SPAN 7. 3' 6,0' 5. O' 4.0' 3.0' 2. 0' 0 i5 Btd ®/ e ms - a /. O" : � e o' B�O" e' e a 8' d 6IA A : L I a ® 8;O" - a' e'�O' 15-25 25 -35 ��% %/'d [[�� iV e r ; e p�' 8'17. f" #3 35 -55 � ; 6= /o etO" 7-, e,o. 9 � 0 8,0 B 0 Atd 55 -60 7-0• 6'-d 9' v' (� tl • I ; 55 - NWT; Wird 60 - 75 I ii° 6 4 ,ltd ,e''5 60- 75 e, � : t o " 9 ' O ..a . 75-100 rikna� 7 -1 a 0' 8' - eta' 75 e � 6 -d are -150 5� MINE =''O' :o' , e'a' 150 -250 4 -9 6..0.. 6' -7' 11401P- - -"' 8'� W MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE 02 AT CLASS 2 BLDG., COASTAL ZONE IINJSTALLATION INDZ DNI INTERIOR ZONE - H (FTJ STORM SAR SPACING (FTJ . MAX. SLAT SPM* 7. 3' 6.0' 5.o' 4.0' 3. O' 2.0 0 -15 8 -d ® e' -0' a -d'_ ® e' -o' ®' e-0? s a -N7 s -a' I - 35 �� e'4 B-0' 9-0' p�' e _ 9� B' - -0" 25 5� eI eV' a 50 a 8 7-, e,o. 35- 55 35 - 55 6 = /O" 7•� M� 6'-d 9' v' e`o 55 - MI 5�F&SIM 7=5" 8'd a =d' to" 6 4 ,ltd ,e''5 60- 75 :e' 5'-0" 6:a 7 -8 7 -1 a 0' 8' - eta' 75 4:figel 6 -d 5::l 5� 6 9 - w s'-o" eta 1o0-150 8'-0" 8' -0" 5� 7so' M 7t2' 1 5 0 -250 3 -1 b4-I0' !�y��/la �.�i� 5-3' 5' -6' y I = -G' MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE ® AT CLASS 1 BLDG., COASTAL ZONE INSTALLATION END ZONE INTERIOR ZOOS H (FTJ STORM SAN SPACING (FTJ : MAX. SLAT SPAN 7. 3' 6.0' 5. 0' 4.0' 3.0' 2.0' 0-15 8 -d o' d' 8-0" 840' eta' 15 -25 e'-o' e'4 B-0' eta' 8to" a'-o 25 - Vir 8 -d eI eV' a 50 a 8 e' eV" e' 8'0 35 - 55 6 = /O" 7•� 7 -6" B' -d 6'-d 9' v' 8 -d B -O el.-6e 8' O" .o' 8 -a' 8' -0" :3:4;9" 8-0' e' -O' 55 -60 6' 9' 7t3" 7=5" 8'd a =d' to" 6 4 ,ltd MAX. STORM BAR SPAN (VERTICALLY) • FOR STORM BAR TYPE 20 AT CLASS 1 BLDG., COASTAL ZONE INSTALLATION IND ZONN NITEINOR ZOO! STORM SARI SPACING (FTJ: MAX. SLAT SPAN = .: ' $1OMI SAR SPACING (FTJ: MAIL FLAT SPAN H (FT.1 5 .0' 4.0' 3.0' 3. O'' ' 0 - 15 7' 9" 8' -0" 7. 3' 6.0' 5.0' : 4:0' ' : 3.0' 2.0' 7 - 9' 7L2" 7=/0' 8 -0" 8'-o" 8 -0' e' -o" 0 -15 7' -6" 8' -0' e' -d 8' -d' -' -0' = -0" d'- II" 6 -5 7 -/" 7-/0" 8' 8' -0" e' -d' 15 - 25 6:11. 7 =8' 8'• o" 8'-O' 8' 41' ate' 25 6 -l" 6 -7' 6 7- 3" 7 - 4" -/I" 8 0' 8'-o" 8'-0' E-0' 8.O" 9t0" 6' -O" 5 - 6" 6 -/" 6=8" 7=6" 8'-0" 8' -0" 35- 55 5 -e 6'4" 7t2' 8' -d a'-o' 8'-O" 5-3' 5' -6' 6-0" 6=7" 7 -5' 8' -O' s"o" 55 -60 ' -11' 6 -6" 7Li" -11" 8' -0' 8' - -0' MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE J AT NON COASTAL ZONES H Pm) STORM SARI SPACING (FTJ: MAX. SLAT SPAN = .: 7.3' 6.0' 5 .0' 4.0' 3.0' 3. O'' ' 0 - 15 7' 9" 8' -0" 8' -O' 8'-O" 8' -O" 8' -O" 15 - 7' -O' 7 - 9' 8'-O" 8' -0" 8' -O" 8' -0' 25 -35 6' -7" 7 -4" S' -O" 8' - a" 8'-0' .8' -O'. 35 - 6' - 4 ' d'- II" 7=7" 8' -O' 8' -0" 8' -0' 55 - 75 5' -1l" 6' -7" 7' -2" . 8' -O" 8' -O" 8' -0' 75- 100 5' -9" 6 ' - 3' 6'- II" 17- 8" 8'-O• 8' -0" 100 -150 5' - 5' 6' -O" 6' 7" • 7' -4' 8', -0" S' - o" 150 -250 5-I" 5' -7" 6' -2" 6 -I0" 7 =l1" 8' - O" 250 - 350 4' - 9" 5-3' 5'- 6' - 6' 7' -8" 8'-o" MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE 30 AT NON COASTAL ZONES H (FT4 STORM SAS MINCING (FTJ : MAX. SLAT SPAN 7.3' 6.0' 5.0' 4. 0' 3.0' 2.0' o- 15 8' -O' 8' -O' 8' -o" 8' - o" e' -o' e' -d 15 -25 8'- d' 8' -o" 8' - e' -O" 8''O' 8 - 0' 25 -35 8' -0" 8' - 8' -o" 8' - 8'-o'I e' -d' 35 - 55 7' -9" 8' - O" 8'•d 8'•d 8 ' -O " 8' -0' 55 -75 7'' 4 - B'- 0 8' -0' 8' -O" . 8'•0' e' - 0" 75 - 100 7 -0' T - 11 . 8 -o" 8' - o" • e' -O" e' -o" 100 -150 6'- 8" r- 5" 6'- d e'-O' . 8' -o" 8'-0" 150-250 6 -3' 6 ' -I I" 7- 7" 8'- O" 8'-0" 8' - # Z50 -350 5C1 ' 6' -e" 7'- 2" 6' -0" 8' 8' -d' MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE OAT NON COASTAL ZONES H (FT, STONW SA$ -PACING (PT.): MAX. SLAT SINN '7. 3' 6. 0' 5.0' 4. 0' 3. 0' 0 -15 4'- 5' 4' -II" '3 -4'' 6' -O" 4'- 1l" 15 -25 4' - O "• 4' -5" 4' -/O' 5' -5" 6 - 3 . ' H (PTJ 0 - 15 MAX. SPAN I0'-4. 1 3' -0" 15 - 25 9 -4r 1I' -1o• 25- 35 8' -1 11' - 35 - 55 8 1D 55-60 7' -11" 10 - 0 " 60- 75 7-11 10 -0" 75 7 - 7 ". 9- 100-160 7'. Y. 9-1" 150 - 250 6 ' - IO 8'- 6 H OT.) MAX. SPAN O - 1.5 12' 6" 13' 15 - 25 (1 -4" 12' -2" 25 -35 10 Er II' -6" 35 -55 91- 9r . 1o' -6' 55 -4o 91-7" 1O•-4" MEAL STORM SA SPACING SMALL NOT IAC{!D TM MAX. SPAN FM TIN FLAT THAT IF SANG USED . MI MAIL SLAT SPANS ON SHUT w t =mins MOTS K 1 ABOVE. maii, SIs ROTS W 1 ASOVI NOT-1 I STORM SAM SPACING SHALL 1101 SIICUD TIN MAX. SPAN FOR TIN SLAT THAT IS SFING INSD. US MAX. SLAT SHUNS ON SMUT IM L 110T-: SU MOTS M 1 MOVE. MAX. SPAN (HORIZONTALLY) SCHEDULE FOR OUTER HEAD CHANNEL FOR CLASS 1 BLDG. AT COASTAL ZONE$ END ZONE INTERIOR ZONE NOT- 1 t STORM SAR•SPACINO MILL NOT man THS MAX. SPAN rem TIN SLAT THAT IS SMOG USED. MS MAIL SLAT SLAWS ON MOST NP Y. NOT!: SQ 110T111 1 ASOVI. MAX. SPAN (HORIZONTALLY) SCHEDULE FOR OUTER HEAD CHANNEL FOR CLASS 2 BLDG. AT COASTAL ZONES V. J. KNEZEVICH, PROFESSIONAL ENGINEER FL LICENSE NO. P CTURAL 1 s a rts D ( co Cr w O Q w o w w p� u.>-1 4 d 4 r gR W ( ( D2 a /1 Z W 0 a 0 W FORE OE? R MENT PLANNING & ZONING EOAit0 7�?4;>E FLANS ARE APPROVED FOR SSUAtiCE, 37 A BUILDTCz PERM7 AR' �,o 0 !C"JJTh ND VARIANCES 0 VJ1T VARoANCP(S) LiVED NZ OTHER DE'; TIC °S FROM THE 0W:1i Sa4ORES BiUMNG Ao ;{ �•�, t- r PVIC'. 'CALLV LLSyEuD 3E1011'4. D:T- LU,Ai:'�SCJ:dd�EEIITSED. UNLESS SPE : �_, CC.. I_CLO1 . iIP ;g7I':.ESTAri.ANDCOUiTV(J$S:.: WdTI 133V Al PAYS i 6ES• k 7 9 igne ro. Dsto S' 7,,, �ar'� CODE AS ADOPTED C�Dtati'1PUANCE VINE THE FLZT :DA L.HOI G NCAY 0 SEG'RES RgUHRED 7W ARCL VDGETO BUILDER & SUB .," AC7C aS ARE cHA SEED C "ri g T� CINO tNG C ,�� --nu,s CI DILATED HEREIN. • Pow RE o : ol•a. =�_ PLR. MEOW j 1oLj fbw REV Go NO. 011 - GONG, "UR .WALLIRIIg'DCTTe) Fd6T8: nine t - - *P "2•'s W N T P4 st-AadR, SC -cjION c:Sfe-ADIDKrTVG-1 I I. } I.I 'IL' � .4YI' 2. 0 111111 1444- t lT i GL.4.0Z R2. LMG - Ztra-t z',ziJl AL. GLIr2f +0Io>2'S 14 V,/ NT'tON 1L:N6C Tie -I spA.ceg e )C�jiotJ M :O >2"GM 1 NT'LIN 5 FJb1E:4.1Eat TT1' N D _ -Paula so CeaG. Sloe - d rrI17 a2• o F " ix Al-L111. 46.1 rouneD CONG. _ cg1LIN6I nem'D • r•E1-15ele 41 ION 4 " i►+m I..Vric5ez ¢aT•Noc Tp-3 O7L L oI DISTal+ise-•IYFE- 3 4.10N Z sr 1N/ NYLQ' 2 • ke.AL. 4 zi,e.4 8'4L. 4 T#siE.µEe -P - z 2 1N. _ rasie-le� TIPS -'z e SE-6T ION I Pow R E V cor.G SEL.Poti e0 Fan! PEP - -- GOI•Ci OR - 07 - LA - C'D. WALL_ — Rt59!o — — r v IOx Q" $H3 NTLON srHGj'JR tas•re,Eu.,,T'S -z N IOk 2'6n9 0Iex2 "co-Ie P'Zt1esR O TT% - s . __ Q 212a SILL - /77 j 3 3 % L adze z. see i 1 1 3.OIL' ADJ. ALL- b M �� R 'OI® c r 11GMB6 - TL O o - -o C rA.�cNr.E T� -z Powleuv GG1•IG• sR G. 0. We .. R EQ'P 0 9o° >=1JD L2 "z.oezil I .10 1.30 ,044 SLAT (fi I fVLL X4LE • r1Er•1aEe © © • ROTE S : 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH: A. THE SOUTH FLORIDA BUILDING CODE, 1929 EDITION. 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T5 ALUM. UNLESS OTHERWISE NOTED. 3. ALL FASTENERS SHALL BE 2024 -T4 ALUM wLSTAINLESS STEEL QTHERWISE NOTED AND TYPE OFPCONNECTIONLSHALL6DETERMINE NLESS FASTENER TO BE USED: IYPE - 1 CONNECTION FASTENER SHALL BE 1/4' 0 RED HEAD SLEEVE ANCHOR WITH 1 -1/8' MIN. EMBEDMENT IN CONCRETE OR BLOCK. TYPE - 2 CONNECTION FASTENER SHALL BE 110 S.M.S. IN 1.1/2• LEAD ANCHOR OR 1/4' P RED HEAD SLEEVE ANCHOR WITH 1 -118' MIN. EMBED IN CONC. OR BLOCK. TYPE - 3 CONNECTION FASTENER SHALL BE 3/16' ALUM. 'POP' RIVET OR #14 X 3/4', HEX HEAD, 'TEK' SCREW OR #20 x 1/4' x 1' MACHINE BOLT AND DU NUT. o CONSTRUCTION 4. ANY BY ZEVICH & I. ISWG. IS INVALID UNLESS SIGNED AND SEALED BY ABOVE ENGINEER. NOES PS 3z' TOP ® Lomk[t PlLJ sr+ OrI�LG Locr_ sLAT • BY, 5. 810' 0 FE IALE Loa_ NAT z.slz' 1994 1tcrletee Pow REO C+NC• OR 4.8. w... Rem o \A0E3. NO LIMIT APPROVED ASCOL tYINGWRH THE IARIDA BUILDING CODE AT fir . Tirtey>'d!y T CON TE... UM3X N OVUM rai•. CO1L°UAIIC'. OFF& }1@!,1,1: D/9+9 • • rieeteees u.- OPTIONAL TE7 ¢DEL Er'IBET. lO L'G�'L.CC'K CD —0 Ite+1 -ter: • z z KIN. TYft SHUTTER HEIGHT SCHEDULE NON COASTAL ZONE Ur. Aeere 41Z.DDE rS0 =350 ISO ' I CO' -ISO' 5s'- ' 35'• ES 2S - 96 ZS' 5'- IS' Q- S' SIJLrfl . b ._ 4 . - cr- I , cy_ 4• q• _ - 1 a 9'- II' LO" - 3' 10'- -' IV- Z I I - '1' z 0 a. a. 4 O .. o . W Ci U 0. o x p W I 2 .2 T ' 2 oI N 3 1 4 0 1 N Z a c 1 2 c I J1 !t 4 4 drewrg no. 90 -193 sheet 1 cf 2 MAXIMUM PANEL SPAN 8 ANCHOR SPACING SCHEDULE FOR . COASTAL ZONE INSTALLATION r HEIGHT IN FT. ABOVE GRADE (h) CLASS No.1 BUILDINGS CLASS No.2 BUILDINGS MAX. PANEL SPAN ANCHOR MAX. PANEL SPAN ANCHOR END ZONE ; INTERIOR ZONE SPACING END ZONE INTERIOR ZONE SPACING 0 -5 11 /2='5" fi4 °o.c. /o'ro" //' 9" IB' - 5 -15 // //t5" al- 0.0. /0• ,, 11=2' 15"..a. 15 -25 /ot 5" /o -/o ib "..�. 9'-." /o'- 8' 10 ".c. 25 -35 /0=2" (0'6" I..1 0.4. c 7 = 3 " /0 =4' I ?.'..... 35 -55 9-1/" /0 =3" iy °.... date /o =/" 12"4p.. 55 -60 ' °7=7 /o • o " 14.. ID -G' q: /o" " I I G. G. 60 -75 - - - e -2' 9 11",..c. 75 -100 - • - - - 7:7 ' 9:4" l P",,, c. 100 -150 - - - 6 =e' 9=/• to "o. - 150 -250 - - - 5t//" St 5' t o "i. c. TABLE N.I FOR ENTERING TO SCHeOULE T♦ oLOE. . OLEO O.MCNS.O" N. I SLOGS. CLASS AN le SLOGS. H('.•r) 0 < N '.6 N > GO' E (I[.T) Oro W OR O. BDN W., / 4.1.2n 6ur Or gness s a,a w DR T.A. "..T Grow OR , '0,. WWK Ml srr.ula. B NIL O 65 CONDITION ENCLOSED ENCLOSED • NOTES TYPICAL PLAN OF BUIL0 NG N.T.S. ENO ION! W l ,/rr -1 1 We ow W. !N I.** AI 0 INTERIOR ZONA WI (FrtT) l e Ise. T.RL. ••,) CVO ZONE TYPICAL E LEVAT/ON OP WALL ANALYZED M.T. a. Moo Ro mow., h (see sn..ouar) ,- W . MINIMUM MIOTV OF BLOB. (see TYrooaL. PLAN) W r MINIMUM OF (We ,We) 2 - END ZONE:DQPINCD BT DIMENSION . E . (DIN TTP/CAL EL CVATIaP.) 5- INTERIOR ZONE: OEM na0 a TN! REMa,NI,V• AREA OP ?on WALL ANALYZE (ZEE T) CLC VATIOM) 4 - h • NE,6NT A00 ✓E GRADE OP TOP OF' PANEL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY CONTROL DN6DN mums Care CONY3MNCE OFCCE a 'TAwcE Na 7O /Q 9, 1994 drew 90 -193 er)eet 2 d ' 2 +i y DOOR moon CON9St5 Of 6-6 7 SECTIONS 16'12 SECTIONS 21 6' -9' 1 BECTON 113" 3 SECT S 21" 7• • SECTIONS 21" - 7- 3' - - 7. -6- t5 SECTIONS 15" - 7' - • SECT NS 16" 1 SECTION 71" 6 3 SECTIONS 15. 2 SECTIOIIS 21' 13' -3" ? =TOM 15" 3 SECTIONS 21 6 -6" t SECTION 113" 4 SECTIONS 71 5 -9' 5 SECTONS 7 - 9' 4 SECTONs t5" - 9'-3 5 SECTIONS 13' 1 steno. 71 9'-6 • SECTONS 15. 2 SECTIONS 21• 9 -9" 3 SECTIONS 113" 3 SECTIONS 71 10' 2 SECTIONS ta' • SECTIONS 21 10' - 3' t SECTIW 113" 5 Steno's 21. 10•-• • 6 SEROIS 71 - 10' -9" 6 SECTIO.S 16' 1 SECTION 21 11• 5 SECTIONS ta' 2 SECTIONS 21' I1' -3" ( SECTIONS 16' SECTWS 21 t 1' -6' [y SECTIONS t6• • SECTIONS 21 11 • 17 SECTIONS to - 15 SEtmo ws 21'i 1 Y 1 SECTIONS 15'15 SECTIONS 21" L 12' -3• 7 SECTIONS 21'1 - 12' -5' 6 SECTONS 18 "17 SECTIONS 21 12'-9" 5 SECTIONS 16 SECTONS 2t SECTIONS 15 SECTIONS 21' 13 1 3 -r 3 SECTIONS 15'13 MOONS 21 13'-6' SECTIONS 18'15 SECTIONS 21 ` 1 3' -9' 1 SECT 1+1' 17 SECTIOI•S 21' 1 •' SECTf 5 21'1 1 • . -3' SECTONS 16"13 SECTIONS 21 1 -6' iS SECTIONS TIT la SFXTIONS 21" 14• )4 sEcn s 1315 SEC'101'" -1 QCTIOIIS 7t" 1 1 5' 13 stands 19 16 15' -3 12 SECTONS 113'17 SECTONS 71" 15' - 6' 1 SECTION ta' 15 SECTIONS 21 15' -9 19 SECTIONS 21 "1- 16' 16 TO 16 SF} 6 21' 1 T• :S STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUN• DING CODE 1494 COITION FOR DADE COUNTY. ALSO FOR RIND LC .OS AS PR ASCE 7 -88 USING CORRESPONOsij LOADS. 2. ANCHORS SMALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. A .1CH0R EMBEDMENT TO BASE MATERIAL SHALL BE BEYONO WALL DRESSING OR STUCCO. 3 ALL BOLTS. NUTS ANO RASHERS SHALL BE ZINC PLATED CARBON STEEL. 4 ANC 0RING OR LOADING CONDITIONS OTHER THAN THOSE 990NIOI IN THE'.E DETAILS ARE NOT PART OF THIS APPROVAL STEEL TRACK BRACKET FASTENED TO W000 JAMB WIN ONE 5/15" x 1 -5 /b Lig; SCREW SOUTHERN PINE 0.55 Sr • 13 GA. STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING CAW. 14 GA. CA. S7E0. TRACK EN Mat 10 at PLATES W/ 1 / 4 -20 X 5/8 T.USS H0. SLOTTED M.S. & LOCK NUT GENERAL NOTES UOULDINC BY DOOR INSTALLER' OPT70NAL STOP • • • 4 1 OUTSIDE KEYED ! OCK LOcX TOR LOCKING SHOWN / 14 X 1/2" SUS 4 PER HINGE 7/16 PUSHNUT INSTALLED ON rtou R SHAFT LOCK BAR GUIDES INSTALLED ON END STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF 0008 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO - PRESS SLEEVE W/ MIN. 5 10 1 SAFETY FACTOR 14 GA. CALV. STEEL ENO ROLLER HINGE W/ (4) / 14 X ' /2' sus LOCK 2/ DOOR 1/2 X 1 - 3/4' x 1/16' VEP.T. ALUM TUBE - GLUED TO PANEL AND SECURED TO ENO STILE WITH 3/16" POP RIVETS 0 12" 0.C. 1 -7/8" X 2 -5/8 x CENTER STILE 14 GA. GAL.. STEEL cumP HINGE SECTION 8 —R 14 X 5/8 S.M.S. r 2/ HINGE F SPRING LOADED SLIDE BOLT I lCK (901:1 SIDES) FASTENED w/ (41 ij 14 ,c 5, 3' S.M.S. 5/8 MIN. LOCK ENGAGEl.4 NT CONFORMS TO SFBC 3603.2 REGARDING .1AR.4E DOORS 2 GA. .TEEL OPTIONAL VENT - MAXIMUM OPENING AREA 30 50. IN. 3/4 x 2-1/2" X 18 CA. STEEL ENO STILE 1. B • WAS.. 000R WIDTH 9 -O" INSIDE ELEVATION RAISED PANEL EMBOSS DOOR S/16" HILTI SLEEVE ANCHORS OR (OWL 1 - /2 - MIN. EMBED INTO M►SON:Y 1 PER BRACKET DAB DOOR MODEL 824 MAX. SIZE 9*-0" WIDE X 16' -0' HIGH DESIGN PRESSURE RATING = + 53.0 PSF — 60.0 PSF TWS aRAWI NG IS PROPERTY OF OAB DOORS NC COMIC/0 19913. TRADEMARK PRO TECTEO CO NOT REPRODUCE MIm4ouT WRITTEN CoNSEM. • En g1 - OR. MJ&1Ar ) FAR000 FL A P Cj ' 15557 j - = : PATENT PENDING PRODUCT CONTROL 0110.'OII APPROVED PS =AMC ..I. T 511 a EWtD'IIG CODE . tJ c t • INC COM CG:Tl:+.4i OFFICE &D TAKE I;Ie "��Q�• lD • 0 rs 0 44 0 t drown no. 98 -01 (sheet 1 of 2 000R • SECTION •E!CHTr BRACKET PLACEMENTS HEIGHT 1STI2N0':.!=01 15TH 81 ! 82 I 83 84 85 1 86 87 B8 6' -0" '31 18" . 1<:" 118" IN /A I 1 1 - 3i s 23- 34.. 4 .! - 56" 67" - 6' -6" 2 1 . . 1 18" 1 1 5 . ' 1 2 1 " N/A 1 . 11 1 - 3/4" 1 23" 34' 45" 56" 67" - 7' -0' 2 1 " 1 21 " 12• ' I1 1 /A 1 11 1 - 3/4" 23" j4.. 45" 56" 67" 78 -1 /4" 7. -6" 18 "I 18"118'118- 18 .. 1.. X11 -3/4" 23 - j4_ 4 5 - 56 67" 78 -1/4 8' -0" 21" 18 121" 1 1' 111 -3/41 23" 34'• 45" 56" 67" 78 -1/4" HORIZONTAL REINFORCEMENT 1/2" x 1 -3/4" X 1/16" ALUM TUBE GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X 1/16" ALUM TUBE CUT TO MISS RIB GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 21" PANEL 1 SECTION A -A POP RIVETS 14 CA. CALV. STEEL AOJU` " =BLE SLIDE FASTENED TO BRACE: w/ 5/16 -18 x 3/4" HEX -EAD M. SCREWS 3c NUTS. 12 GA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED w/ (6) N 14 a 5/8" S.M S. 18 GA. X 2-1/4" X 2" GALV. STEEL U.BAR =EINFORC!NG " 0 CE" 'ER OF TOP SECTION TRUSS FASTENED TO ALL •ERIICAL STILES w/ TWO ## 14 X 5/8" S.M.S. 7/15" DIA x 3 ROLLER SHAFT OPTIONAL EPS- EXPANDED POLYSTYRENE INSULATION BY APACHE PRODUCTS CO. DENSITY = 1.07 PCF N.O.A. # 98- 0409.04 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) # 14 X 5/8" SMS MIN. 24 CA ROLL FORMED STEEL PANEL DRAWING OUALITY G - 40 MIN. YIELD STRENGTH a 34 K51 WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 18 CA. x 2 - 1/4' X 2" CALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF BOTTOM SECTION TRUSS FASTENED TO ALL VERTICAL STILES W/ TWO y 14 X 5/8" S.M.S. 12 GA. CALV. STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 X 5/6" SMS BOTTOM SEAL .039 ALUM PLATE WITH (2) 1/8" X 1" S.M.S. AND RUBBER WEATHERSTRIPPING FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES ® 4 0.C. •- SECTIONS ARE NI.MBERED STARTING AT THE BOTTOM FOR DOORS MORE HAN 8r "T. r1ICH USE ADDITIONAL TOP BRACKETS AT :O O.C. 5/16 X 1-5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 - 1 /4 EMBED INTO MASONRY 3 PER BRACKET 24 CA. STEEL PANEL END STILE T HIS DRAWING IS PROPERTY OF DAB DOORS INC. COP MA YRIGHT 1998. TRADEMARK PROTECTED 0 0 NOT REPRODUCE WITHOUT WRITTEN CONSENT. 2- 1 /2" x 4-1/ ,c 13 CA. STEEL PLATES WELDED TO 1- 1 /2" : 1 - 1 /2 :< 14 GA. ANGLE PATENT PENDING i — W = W U Z E 0 0 m n m 0 _4L TRACK CONFIGURATION ' CAST ALUM. CABLE DRUM RIZ. ; RACK LENGTH = OPENING HEIGHT PLUS 1 2" GA. GALV. STEEL TRACK WOOD FRAME BUILDINGS STUD 'FALLS OR DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 23(4 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING To TIE BEAM. W000 BUCK CONNECTION TO MASONRY TRACK 514ALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS WITH 1 -3/4" EMBED AND A SPACING OF 10" 0.C. OR 3/3" DIA. HILT! SLEEVE ANCHORS, 1 -3/4' MIN. EMBED AND A SPACING OF 12" °.C. GROUT BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR 1 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 2" x 3 X 12 GA. TRACK BRACKETS 2 -3/16' HIGH CONNECTED 10 TRACK WITH ONE 1/4" BOLTS & NUTS. E-qr: OR. )'I MAYO' 1. FAR000 • STRUCTURES!-'. f1J►2 PE 5`T'J APPROVED i AS C^L'.PLYING W TH THc SOUTH FL" BUILDIY'G CODE Aca° . ,,. z"L 141 BY PRODUCT CONTROL DIIPS:CN �G CODE COMP1i;1 CE ^FF'Ci ACCEPTANCE NO 83 • to I1 z Z '' W O 0 CC 0 c G. a a •3 O to UL o W Z Ml O Or Z Q a a v1 'D O N 0 4 CZ EL W r ( toy — , < - r'1 z N - d W r r 0 0 0 W Q Q 0 O W CC —J Q z 0 1— U U z N O O 0 0] N 0 n 0 0 ' r 0 1 0 J Q 0 c 0 0 v r° c 0 0 y ro o c i c 0 drawing no. 98 -01 (sheet 2 of 2 O 0 I II ml ?11 W 0I Q1 Ct• ,-•C.07 t ,nor ; t , .i p .. -. ' 4 0", -t=- 2. 'LAVATo i'� = .•k WA lig LO 41,1 I " r9 //Sld LAUI'ID E/ ATEA- /7.?., :30 cuiL . A. E Pi /. PZ A3 Voav - t . .43. 14/001> D j s !? ( ( LOP) - 6t30 ' c>L``. oi/i, t s, A !,4 { Jr' ::,/ ."''� �7�? A/ S '.�/fr/4 1/037 C A/,>. et A'le4.27 4 (iTa /4 47/e • - 1-ei C/R c A 2'� / /Q j ' /il/ ddo /ogj .e. (. s 1,( C A7.F ')F � 0 1 P4 /di-, 'i/o 4 Est - - ZA ,/p `.'`' '�PNA'eF_,/I;' /. ' ,N& fAf » ;l�P.. j'd : /./4 -7.vR f %7.Z - .j `F lt/N /j " • � .iD t� /. ✓�E 13 �� /' �`'21tY '. 'A/ ;,FIRS/ /F'P. /4L15.` -� .'•E/l/ To 1/4 YA' e/1L..`.GoV p _ / 2 /. /4 l - 4 , ( � it /,'/ /3 4iF 7 'Q I ` / ✓��'Yi Y)(7,14 51,./k /•/ •r //.4 t;4 11/4M CtD 4 f S .. /� r B EAD t %ff5 ,# � ` �I! ; P;I /N/. ` G To //A Y4 /F' 1v (:o4 f c�f YAAid s/i, T�' /" (!e?4/ jr //. roil-' . f/77 . C' 2p,: /T//t , 1 /441 ri 0, c 0 vfi rY ;of v A Qg ) (Atli UP0.3 : JC Q 1P PE A. > - I iv Otj 44 %f /O . . 2Q J'H 3TQ (f 7', tflAfil/: f 'AC« F1 A. Piii ?- 11 ;tie, - 0- 04-1/: piv4 oY f R.,4 CHK. "PAY ,Yt CQMf L oQ;oA MITT a _ —124— • J4vi1Di f�v •. t $ztr , '�.�.R�Cf N . 4 eeq. a tit? • / U r= T _.- 1 --� ;� PTO =K :: o,'•r' CRAB t.74t:t•ED ;: SLGtNitp J eof k er :k" fi/ )-F G B /1 'E3N /4V,1F'/' / t�". sNFA rN/n,' -. gy p' fill rA cice )O'* 5I ArF /'?GIGip > s ,rt` " � e+ Q �fJs s Viz ri IA Co, ' , . • # • t < /e.P L . i 'at 1.101. r .tvg st4,10,ftet NOV" 4.--100 , '14 a • ..,112a 0.••••1,11" 2.(pa f .104 irf at 4,1 K : f. ' -46 8 v Ak 00 (3ealrOl› 714.41; AM& ...e."49..! 4," a-ar" Ir. Ism,est 41,4at T'ASetee't +4;1.7 oi# leg* ..^7..littat,I'VeNht 4 4e. t M-IdAttN$ V:3 I Ctr4 FO R: sr r 1 L. ND. ; O; i'aRA•V!?,1() • a ,4/A — ,�lGrO Ye- a2-0 * 5 /4,33 z3 • t� /707 rn _- 5.35 i /oo - /z/ .c, o , /e- STOK r °�`-_ __- ms's -�_• ..<.°'c�- -��'ti �° � s- f - LaNINe kj 6 1 0/454 1 -e.. 7 ci dito mss' I !til /0 /7GS /5,07 lo,23 /k/, 5. 03 n; sr. / . e. /oZn t„cr A-T /oN P C S ,Qr VALID WI uut:r IIIF'SiGNA mitt: AN() - rH! URIC l.`,,t 1. iL1UE ).1 F :AL OF ■1.JRI3A f.J( ?1:1) StiRt•EYUM 04 0:11API•74 /o h. (-Z' N / ezi, 12 Mario, 69 N.E. 102nd Street, Miami Shores, Florida 33138 A BOUNDARY SURVEY hereby certify ;hat he ur. y repre- sented hereon rMets the rnin,r•hun technmai standards set forth by the 3oard of Land Surveyors in chapter 61017 - Florida -Ation.stratne Code pursuant ro SeCion V2.a27. Fla. Statutes. There are no mcroac'+rtrmts. o eriacs, easements appeanntj ors the Plat. other than as shown hereto not 7 J*Y1yott Ana 4AP1t11 N.G. 9 FIE /1 BEALE SMITH *5238 SCALE This property described as: Lots 20 and 21, Block 12 AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded Eh Plat Book 10, Page 70 of the Public Records of Dade County, Florida. IANNES AND GARC'I.A. INC. L I3. 4 20921 NUR E'VORS- :MAPPERS -LAND I'LAN`1F:RS f)ffcruddress: _1 cnue. (oral Gables, Ponds 33131 (34)51 - 7909 1 954) 523 -21663 D Rai W ^l BY A.D. Pig.!1 DRWG. NO 132897 1 So S r ¢ ,, l l L_ u � .ZO // a ,4/A — ,�lGrO Ye- a2-0 * 5 /4,33 z3 • t� /707 rn _- 5.35 i /oo - /z/ .c, o , /e- STOK r °�`-_ __- ms's -�_• ..<.°'c�- -��'ti �° � s- f - LaNINe kj 6 1 0/454 1 -e.. 7 ci dito mss' I !til /0 /7GS /5,07 lo,23 /k/, 5. 03 n; sr. / . e. /oZn t„cr A-T /oN P C S ,Qr VALID WI uut:r IIIF'SiGNA mitt: AN() - rH! URIC l.`,,t 1. iL1UE ).1 F :AL OF ■1.JRI3A f.J( ?1:1) StiRt•EYUM 04 0:11API•74 /o h. (-Z' N / ezi, 12 Mario, 69 N.E. 102nd Street, Miami Shores, Florida 33138 A BOUNDARY SURVEY hereby certify ;hat he ur. y repre- sented hereon rMets the rnin,r•hun technmai standards set forth by the 3oard of Land Surveyors in chapter 61017 - Florida -Ation.stratne Code pursuant ro SeCion V2.a27. Fla. Statutes. There are no mcroac'+rtrmts. o eriacs, easements appeanntj ors the Plat. other than as shown hereto not 7 J*Y1yott Ana 4AP1t11 N.G. 9 FIE /1 BEALE SMITH *5238 SCALE This property described as: Lots 20 and 21, Block 12 AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded Eh Plat Book 10, Page 70 of the Public Records of Dade County, Florida. IANNES AND GARC'I.A. INC. L I3. 4 20921 NUR E'VORS- :MAPPERS -LAND I'LAN`1F:RS f)ffcruddress: _1 cnue. (oral Gables, Ponds 33131 (34)51 - 7909 1 954) 523 -21663 D Rai W ^l BY A.D. Pig.!1 DRWG. NO 132897 1 , 11310.01• ° 3" 1 X6 kle4vie'r IT- 0" L 1 Qkk Pl4i1 y4" " Pea-- VLk (yhn n . 6 3 g .L- 0'0 d-?cgosiArn y 3 ! et 3 yo , A , 4 o' 6 L ) 6f_o" ex‘e,!-■ \ 1 1 7 7. t-5.11\ *kit eft en4 x6" ce 61 A 0 e4z-h re'&4 ,, x 1' cory_„ 0.&. LibL IevA / 13a.a '- etialAke4 _ Wove( Me,Mer6 4re• k. --lye4Ivek Mt trteA-e -4,4e,ne-1- 12o (-1 vk_a tI6 _ _ hat7t-4 awe, - 1'0 tokvantl-eA 0 " - )X" 13_e_Arn6 '5( llekim_104 n—Ytc\6' -0 tzihe.k-4 12. O.6. oc Vak .A.t\e7Q_tit)c-/ 61A‘• ,13( g' 0" " 1 14 eAc,h '-.'e / / SCALE: DATE: iLAAIKri Rr .113V\16ff APPROVED BY DRAWN BY _ _Veck_P_tetn__ DRAWING NUMBER - ? 1( I ) t3e4til togelm t)614 a+ Pc-k 5/e___CS__Ex___mia■ Bo t't 140 kiVA II ixz" Rad tnel 600 3 "aG,