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1. 1 I I I I I BI1 11 I I1"ILL DI L li T _AL_ J! 11 1. 9!I I TL 1 E 1 4 V I -_'Ifl 11,glIvItIlvi lilt lT' 11 1'I I I 'I ' I I I 1 11 1 ' 1 111 11 I 11 1' ' 11 R1111 11 I-AL11IA
<br />+` SOFFIT AIR FLOW TABLE =��` 1. G� `+t
<br />eN. AIR HOPE AIR ROPY i • T - I
<br />\\\\ �( W. n --SPAN "A" -,_ SPAN "A_- ROOF OVERHANG SPAN�A
<br />fOFflr ME SOfgTME \\\\\ \ 125" -yl i�li� _ 4' a n - ROOF OVERHANG ROOF OVERHANG -- -
<br />2 FLOW FLOW �•,•• _ r
<br />�`�N�\�� i IY t 1 u aai m AREA AREA FM ROW AREA AREA f FIN FLOW - �.' P 1 I Z '
<br />_ r F e' ,m AREA �, R AREA \O@@!�@\ i� r ��Z In ROOF ROOF ROOF
<br />L $
<br />a ACW `~;;;; �i',. ,`� "T� $ \\\@\@@ 'i��•� ��` r? a FRAMING FRAMING^\ FRAMING �'�� •' •• �`�
<br />CENTER VENT b \@\\@ �i, � t n - \ 'O
<br />NARROW S!1 5.11 271 X \@@ D D D D D D ��rrF 111 �` p m r �F, * 1`` lei
<br />r
<br />AMERICAN CONSTRAJCTiON META" ���� ���� : _ PATTERN " @
<br />x R • eo ALUMINUM ALUMINUM
<br />d NARROW 11.74 11.T4e 8.15% p NARROW 11.74 1561P B1SR "`@ p - - - -
<br />ar►������ �������� ... < ♦\@@@\ D D D D 0- <`! Y a FASCIA FASCIA 1 $ Z rc
<br />6938 N US Nlghway 41, ApoNo Beach, FL 33571 ` 11 o a a PATTERN PATTERN e - - _ - - - _ _ - _ - - _ -
<br />����� __ TRIM � TRIM / O F
<br />! v a FIRLYBIT FULL VENT @@\!\\\ ' T \ 4 ¢ a �` --------- m IL 0.
<br />` 5I WIDE St! 3N4 236LD
<br />R WIDE 3A9 4.91E 2Ji6X \@\\\ 0 o D D Q o`= `� �,==SOFFIT�r =�= CMU DR / SOFFIT �l CMU OR ` - ` 4
<br />SOFFIT _' CMU OR
<br />\rN\ate g PATTERN PATTERN @!@ WOOD WOOD W000
<br />n In n n n n 3 d
<br />IL *FREEROWAREA6PERLINEARFOOTtOFOVERHANG(SPAN-A' ON SHEETS3,4A,5) @@ ` 8 �ti N SEfDE1Ml"A" FRAMED SffDETAIL"C" FRAMED-SEEDETAIL"A" FRAMED
<br />%%% LOUVER PATTERN FULL SCALE � 3a
<br />PER PANEL IT TRIPLE 4 PANEL OR IC QUAD 4 PANEL @ ( I SEE DETAIL" B �_
<br />( ) SEE DETAIL " D"
<br />II fl /► 11 ..� _ (LOUVERS FORMED u1 SAME - SEE OEfAII"C" -
<br />TRIPLE 4 & QUAD 4 _ iW 12(r -1' "`@`\,@ EDREC110NA3RIBS)
<br />its -'I SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/]-CHANNELS SIDE VIEW - SIN_GLE SPAN w_J]-CHANNEL �w
<br />(Shawn w/ trucsNraming canDlever) (Shawn w/ truss/hxming cantlkver) (Shown w/ truss/haming ranUkver) -- - y
<br />ALUMINUM "V - GROOVE" SOFFIT RIFU4-Crr� Q D2 r .01ss� 015s o.olT "� o. _! A
<br />T-44)Ip(AIISIWCCI >, \i y: o w
<br />1 = DESIGN PRESSURE a
<br />t fo141.OtssTNKIL) o -' yy y@@\ VIEW "A-K (I x SCALE) p') 2
<br />wtP { --..I L-- ,76" p m .r '• SiNGLE SPAN LENGTH NAIL ATTACHED
<br />3 I 2 I 2 N Z "A" POSITIVE NEGATIVE THROUGH FASCIA NOTE: 3 z
<br />GENERAL NOTES = FULL VENT - WIDE ►ATIERN p a S v, LD
<br />c g \\\@\\@\ S 6 (Towers forme In same - "/ a ° 016"O.C.MAX
<br />. -FOR SQUARE CUT OVERHANG, _ pv'
<br />` STAPLES INSTALLED A 17 O.C. (INTO WOOD) 7 N
<br />D: FASCIA �-J"CHANNEL "F \\0!@@@ Direction os ribs) 6" +70.0 -141-0 TRIM BOTTOM OF FASCIA FLAT a
<br />o - l`1 i "F" CHANNEL "F CHANNEL @` \" IN XHANNEL SLOT OR T-NAIL 012' O.C. - o
<br />1. This product has been evaluated and is in compliance with the 7th Edition 2020 Aluminum Aluminum ^Q AHIminum -Aluminum o AGAINST PANEL
<br />P ( � S (INTO WOOD OR MASONRY)
<br />Florida Building Code excluding the "High Velocity Hurricane Zone" (HVHZ). a a \ R a w" +60.0 -60.0dK
<br />•••• STAPLES LOCATED B
<br />.33' COVERAGE tw�� ^ 7A 7 i Yc
<br />,•...... 5 5 '� >i+ Rf (SVNAI �? 12" +50.0 -50.0 24- O.C. INTO FRAMING - J
<br />2. Product anchors shall be as listed and spaced as shown on details. Anchor ������. COVERAGE 001 .3r - RIN+OUI / 11
<br />embedment to hose material shall be beyond wall dressing or stucco. ��•�� y yg }- 0t 1 - _^ l } 5" 14" +38.5 -38.5 ©,\ STAPLES LOCATED 6 t
<br />M. +7 .125" u 24"O.C.INTO FRAMR4G
<br />3. She conditions not covered by this draw( are subject t0 further en ineelln ���� ` ^%_ • tr m i .031 I.R. + .47 I Q 2 < + {
<br />g g R Z a a a -- ! N u ^ ^ z NOTE: WOOD FRAMING AND CONNECTIONS TO BE STAPLES MISTALLED ® _ - - - 2
<br />R o �, "1 .07 T o 1s" +30.0 30.0
<br />o .o u7 8 11 N N
<br />analysis. �������. Fr , -a 0 0 a a 0 -7 &'� N B 11 +'' R
<br />40 33 I i - a a a a a T W o DESIGNED 6Y THE ARCHITECT OR ENGINffR END of PANEL AND
<br />4. Wood/CMU wall construction, by others, must be designed properly to receive ��� N - 66',• 0 0 0 a 0
<br />�� OF RECORD 8' MAX. O.C. 7 - - - - - -
<br />loads from the soffit and/or 2" x 2" batten stri aT' a a a 0 a 0 n 1' >o n o
<br />v����•f o RM AND END ORALS a a O �" ° Q (SEE DETAIL "J SHEETS) '� I�, y ): o I Q o 4
<br />����@'►" W 0 0 0 D a a W 5 MAX. 1' k'
<br />��.....� Y >" k V- I /B" MAX. 5 I 10 grg 7
<br />5. Aluminum soffits shall conform to the specification and labeling requirements of $ 0 a 0 0 - < 3A 3 11 rl 3
<br />FBC $l9CflOn 1709.10. "��;:: _ - -- 17 COVERAGE _ - LOUVER PAT1TtMl g ° ` ° " - ^ ^ -
<br />.. $ - Ilnb (RE•f) ~I < x -- DETAIL A
<br />1' MAX. ' o
<br />(LOUVERS FORMED R4 SAME n 1Cr Z ,
<br />I" PIK'FI - 2 5/B" Want AVAILABLE FOR LOUVERS � � _ v n4-
<br />��.. a _ r DIRECTION AS Wes) a _ n < \ Fascia
<br />TABLE of CON1EN15 ������ e - o ,c prP. a tit) 9 1 /IT DETAIL C.-
<br />��������
<br />SHEET11 DESCRIP,ION �������� o - ^ _ o - n N ° _ - _ T o
<br />- I Typical elevations III yenerol notes - - ����� n n. z F - 0 3BB n n n e n 0 I MAX. S J-Channel o
<br />������ o N a TRIPLE /PANEL I o a ._'__ _ \ r8�
<br />2 POMI details � � u '� r" STAPLES INSTALLED lR 21" O.C. (INTO WOOD) 1" MAX. ^ '0 '^ ` "T 2 u
<br />---_ - - _ et _ - -- _ ��� oATE: 01 O t 09 r - 16" COVERAGE - oArc 0 t 01 09 = I - - - - / arE 9 09
<br />3 SOIA1 detaRs 3 deSlpn pfeSSltlli3 _ -- - --- 'o - I I /16" (REF) 4 _ STAPLES INSTALLED 01T O.C. INTO WOOD
<br />- 4 Soffit detaRs 3 desiprt pressures -__ - - -. -- --- SCALE N.T.S. - _ e f - - ON F CHANNEL LEG OR T NAIL 0 1 T O.C. . 1 i
<br />j (INTO WOOD OR MASONRY) iN J-CHANNEL SLOT OR T-NAIL ! 17 O.C. ) SCJUE N.T. S
<br />5 Soffit details, design pressures 6 b� of rT1ot g11OIS -�-- - -- �Ap 4144) f*v n` JK o 4" PITCH - -+I - 2-5/8" wwtR AVAILABLE FOR LOUVERS
<br />vlEw "A -A" (I s SCALE) sDAtc. N. T. S � 2
<br />II'AG. a: JK m STAPLES INSTALLED 0 17 O.C. (3JT0 WOOD) Ow; n JK s
<br />ln►.4 V " "
<br />CHK. of LFS ; c CW. or LFS ; 1/8" MAx. -� It - N F-CHANNEL SLOT OR T-NAIL 0 17O.C. DETAIL D >;
<br />04O11(m15'THil E ^! /,1 FULL VENT- NARROW VENT PATNRN fill 5 10 SUBSTRATE NOTES: cwt er- LFS
<br />0.40t4 (DISS Ttlxxl 0e1"^'s 'p. _� �� ^ �� T - a ° - - oRLwrlc rttf : c iINTO WOOD OR MASONRY) ■
<br />(Lower formed in some direction oa ritnj o " n J Channel 1. WOOD SUBSTRATE G = 0.42 OR BETTER oRAWIc No.
<br />FL-12019.1 S FL 0 DETAIL B a
<br />°n 6 QUAD 4 PANEL °n _ _ __ Fascia 2. MASONRY SUBSTRATE: 3,000 P51 CONCRETE (AEI 301) FL - t TOTS. t E
<br />SHEET t or t3 O s+EET 2 or A D F-Channel OR HOLLOW BLOCK (ASTM C90). wYn 3 a a
<br />t�ttLTmFr/
<br />4
<br />%%-% % *.. , ,fori� f1FM DESCRiP1101111 , MATERIAL O`A * kir
<br />--- ROOF OVERHANG 1 FASCIA OD215" THK ALUM. 3105 - H 14 ALUMINUM `��`�•'� • ` ��'��
<br />SPAN "A" i n 2 "T CHANNEL OD)SS" THK. ALUM. 3105 - H24 ALUMINUM
<br />SPAN ROOF OVERHANG ��.•, :d i ) r
<br />� SEE NOTE 2 Id' * �. a n 3 HP. CHANNEL 0.0155" THK.) ALUM. 3104 - H19 ALUMINUM z # I G! a n
<br />ROOF ROOF Ti::9 i l g v w 3A 'F" CHANNEL (0.0171T THK. ALUM. 3104 - H 19 ALUMINUM
<br />FRAMING �'� FRAMING \ CONNECTOR NOTES: '�'�i �``�` >'g S QUAD 4 PANEL 0.0115- OR 0.0135" THICK ALUM. 3105 ALUMINUM )' •.. `�.`
<br />L. L I. WOOD FRAAAIFKi AND CONNECTIONS to RE DBK7NED �A�h � as 6 TRIPLE 4 PANEL (0.01 IS- OR 0.0135" THICK) ALUM. 3105 ALUMINUM ROOF OVERHANG SPAN "A"
<br />BY THE ARCHITECT OR ENGINEER OF RECORD 1 j F I 1 i l l
<br />ALUMINUM ALUMINUM Z 17d COMMON NAIL OR 3/16" ITW TAPCON CONCRETE SCREW i3 0 7 $15 X 1 3/4" TRIM NAIL S.S. 6 •.
<br />FASCIA FASCIA O� (MIN.1.1/rEMBEDMH4ry 0ZrONCENTER � � � � � 7A 14GA. X I-i/T LONG FINISHING NAIL w/ 3/1C DIA. HEAD S.S.
<br />TRIM c ROOF SEEDETAO "B" y6 EP -
<br />/ i DESIGN PRESSURE (Pxq V o 8 18" GA. X I /4" S5 STAPLE / 7/8 MIN. EMBEDMI7JT �� FRAMING ��- - (SHM 3) 4 9 0 d
<br />- - - _L - _ _ SINGLE SPAN LENGTH � € I d d
<br />_ _ D e m a 9 T X 7' BATTEN STRIP G"0.42 OR BETTER WOOD `f `� CILL
<br />- f = CMU OR \ j- - _ _ - - - - CMUon
<br />A. POSITIVE NEGATIVE i g 10 APA B-C GROUP I EXi. 1513T PLYWOOD OR BETTER �D
<br />SOFFIT - FRAMED WOOD SOFFIT - - - FRAME) f` +70.0 141.0 pSL i 11 0.09T DIAL T-NAIL (W/ 5/B' MIN. EMBEDMENT ff
<br />-/
<br />SEE DETAIL' E" SEE DETAIL' F " -J SEE DETAIL' G" - to" +60.0 •60.0 12d X 3.1/4" IX2 VERTICAL
<br />f SEE DETAIL' E " - - H.D. GALV. STEEL FRAMING (G> 0.421 12d X 3.1 /4" ( 1- - - - - - - - - - _ - - - ` &
<br />tT +30.0 •50.0 COMMON NAZI B 24" O.C. -- H.D. GAILY. STEM - - - - - - - - - - - - - - - - - �`- == / CMU OR
<br />SIDE VIEW -SINGLE SPAN w/F-CHANNEL SIDE VIEW -SINGLE SPAN w/]-CHANNEL .16 _ w/1-31CMIN.EMS COMMONNAIIS-COMMON NAIL 024'o.c. SEEOETAVA"/ - FWOOD
<br />RAMED
<br />�]
<br />(Shown w/ huSs/framNrp oveAlarg) 14" +38.5 -38.5 ® TOP TO ROOF FRAMING w/ 1.31-C MIN. EMS. (SHEET ` FRAMED
<br />W
<br />p
<br />31
<br />04
<br />(Shown w/ trTL55/flammq ov1 rhsTlq) y CONTINUOUS pi
<br />? o n - SEE DETAIL " H " -/ BATTEN 0 CL a m
<br />te" +30.0 30.0 -
<br />- NAIL ATTACHED S N C S2 9 SPAN c 4
<br />0 16" O.C. MAX. STAPLES INSTALLED ® -
<br />THROUGH FASCIA
<br />a STAPLES INSTALLED ® -� STAPLES INsrAUEo a SIDE VIEW -DOUBLE SPAN w/BATTENct
<br />w O
<br />17' O.C. (INTO WOOD) a END OF PANEL AND END OF PANEL AND (Shown w/ truWframinq candiever)
<br />RJ J CHANNEL SLOT B" MAX. O.C. - - - - - S" MAX. O.C. gg
<br />T OVERHANG. STAPLES A OR T-NAIL 0 17 O.C. n 9 (SEE DETAIL "J ") - - - - - - - (SEE DETAIL •J n
<br />NOTE. FORSQUARE CUT VE HANG. APLES LOCATED ONTO WOOD _
<br />TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL 24" O.C. INTO FRAMING - SPAN 'A" _` C
<br />OR MASONRY) u - --- - - - 1- ROOF OVERHANG
<br />SEE
<br />a _ W �
<br />a STAPLES INSTALLED 0 2C O.C. (INTO WOOD) / f I L1 5 6 DETAIL fl I " ROOF ISHff14) c ,
<br />---- ON F-CHANNEL LEG OR T-NAIL 0 I7 O.C. + I. < - - v
<br />l t d I R " " FRAMING' - - - SEE NOTE 2
<br />7A 7 11 (INTO WOOD OR MASONRY) �_ _ I rl R R R o DETAIL H T1MN SPAN LENGTH DESIGN PRESSURE (PSF) I N R 4 n
<br />G 1
<br />}1` w/coNnNuous BATTEN B us@ z
<br />k PosrrrVE NEGATIVE I Iin
<br />^/ I I mrT
<br />STAPLES INSTALLED 0 o" 16" +70.0 -70.0 I , i E o y
<br />i7o.C.(INTOWOOD)-----===�_----- eI s? / I f? P� rn Sz
<br />IN F-CHANNEL SLOT OR = --'_ I =' 7 IL' _ } k I" I"
<br />{ I T-NAIL 6170.C. ----- 33� ,; 8 8 16 +66.5 -66.5 f - ---___ `-_( / a3a J
<br />r--- --- -- _ `3
<br />r STAPLES INSTALLED 0 (INTO W000 OR MASONRY) _ - - - - - CMU OR [�
<br />/ WOOD 1S \
<br />` END OFPANEIAND _-_---__�(--___==--=a l� o ga a 20" +60.0 -60.0 { E
<br />__ - - ` \SEEDETAIL"I" FRAMED R N = _
<br />I B MAX. ` ,- I t f �, o° o o < r \ 8 11 _ m- i-" ` W
<br />SEE DETAIL A '
<br />o
<br />T
<br />SEE DETAIL "J -. SHM 51 - - - ti F- - -- - - - - - - - - � � I II 11 i 5 I ; I o zr' +54.5 -54.5 (SHEET 3)
<br />t to ,/e'MAx _ t 10 air , s/o9z 24" +50.0 -50.0 SIDE VIEW - DOUBLE SPAN w/BATTEN aTE nt„9/09Z =
<br />1/8 MAx. .J 5 r y
<br />- 1'MAX. - + 1 SCALE N.T.S. 2 (Shown W/ truss/frdnft amrtlarlg) SCALE
<br />N.T.S. o
<br />DETAIL" E 3A 3 _J_ _. ss CONNECTOR NOTES;
<br />-- i I_ 1 /8" MAX owc. B` JK • "i` D 1. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED OW; IT. JK m
<br />SUBSTRATE NOTES: CW Br LFS ; - B" O.C. MAX. SUBSTRATE NOTES: 3
<br />BY THE ARCHITECT OR ENGINEER OF RECORD CNM w LFS
<br />Fascia DETAIL " F " E 1. w000 SUBSTRATE: G = o.a2 OR BELIES
<br />1. WOOD SUBSTRATE: G = OA2 OR BETTER 11 " 1TFWwW No.. 2. 12d COMMON NAIL OR 3/16' RW TAPCON CONCRETE SCREW t7RAvn1Nc No.
<br />D AIL G 2. MASONRY SUBSTRATE: 3.000 PSI CONCRETE (ACT 301)
<br />2. MASONRY SUBSTRATE: 3.000 PSI CONCRETE (ACT 301) FL - 12019.1 � " u (MIN. 1.1 /4" EMBEDMENTIO 24" ON CENTER FL -) 20) A
<br />F-Channel OR HOLLOW BLOCK (ASTM C901. J•Chonnel Qa DETAIL J OR HOLLOW BLOCK (ASTM C90). � 5 a ET 0 Dr
<br />rn
<br />r LI
<br />LL L11 r-( _1
<br />Ln -4
<br />ODAV /�OJ�A (r))VA ARRGY I4W. OUASArt � ^,.1 rn 00 -_
<br />I3 CA WKV. COeERCtAL / DOLT L MUT RA NApIR V/°N) 1/i'. Li'E�D
<br />TOP MMU 31 DM,dcE WX KAR scwwl
<br />Ln
<br />20 GA IW.V. STEEL SECTION STRAPS e LARGE M I L� E v/ tb 3/u TaA L I-0,W LAO SOOTS WD To t�1 L•L -
<br />LOCArCO AT eA CENTER WHET[ 2" TRAfJt V/A {1M/4'_20A QACX Vl KLTS AND ,UT= LLJ J M PRI
<br />Q 00
<br />In,SE ATTACHED �+ LE _ . TOE a IMPACT RATED LY SEC. • C N lO LIC JAMB BRACKET LOCATIONS
<br />VS
<br />ATIACIE.D V/ Ul CMK . il• FCC_ • r . u t/0• CL Ov
<br />PER /Is, Dal eoADER O X I
<br />R yr . 3 yr . HKIA BACKED t4 III HN CXTMM 7CN DOOR TRACK ATTACHMENT SPLICE Q 2 Q
<br />S 00 F- CL. LL
<br />TYPICAL TOP rIXTU'RCS r SPUCE TRAOIS AT IW LOCAIM II
<br />PLATE LAiN1tED RtwNn IA VtTN G-4D IW.v. f BAS[0 G H J K L M w/ p) +I4'-3D TRACK INtsNa[ Ilan • IRJtg,---
<br />CONTER MIN¢ aH P0. tTJtT[R Tt7 COA ., ,. ....- -
<br />M.r.a b t 99
<br />1 a' N sEdar TO .uu° "TN (3) a/,e' PA.. t-D/tr
<br />ER
<br />TYPICAL DURASAFE CENTN 1 % .3" 14" 2T' 38" 48" $6 W. LAG WILTSit
<br />8' 3" 14" 2T' 38" 46" 56" 68" 78" 88" VB/1B• aA I -sit•
<br />E , T ... BOLT ATTACHED TO JAMS - --
<br />" " , - AT EA JAWS IRAdtET
<br />- 0'6e' 3" � �° B8'r � I , L - - - 1i I UT Ili•
<br />1 Lry . S LAM 0 lB BA IS' 1
<br />t 0-IRUS.13 DALV. STEEL If ?*AS P 1 LINT • If W 'r 13 oA aAUv s1DEL 1 ' I _J
<br />!7 3" 14" .+2Y77."1 38" 46 ,�5�8y Q6p8�"1 �!7�p8R" 66" .�N 100 � , � ;
<br />ATTACHED VI NI V1• " t/,• lEll PLATE �• 7, iT - ` FYI✓''' `45F TL1" pV ( i '� _ 11 •,
<br />NEK HEAD SCREVS AT EACH CND ACHED 'Sus/ ) ,/4•-20
<br />,.- ,. .
<br />ir
<br />STILE AND IS) LIP . 3+4• HEY .. - - , ^ (s
<br />HEAD teervD AT CACH sec 10' 3" 14" 27" 38" 46" 56" B8" 78" 88" 100" 112" tuMSI auCt r e NUT V
<br />ISM Tr17 OR (2) SINUS lW
<br />STRAP
<br />,�• I 0 8 3� '.'14 90" 719" BB" 1 1 .158` LTIsa7I?ff � J�II z ,
<br />N 2 "S`MTOP Or AT 11' 3" 14' 27" 38" 46" 5W 68" 78" 88" 100" 110" 124" �
<br />tl V4LINTERIOR SKIN K ISPIC,'194 O 9 ", ; HL 38" A6"- W W i'S" Tor :120" 13G" �--
<br />Ili w
<br />t va' Rtvcls 12' 3" 1 14" 27" 38" 46" SB" 68" 78" 88" 100" 110" 122" 136" I� � i I W
<br />1W Tor W IF
<br />E.e.NEe awANeEs _ 14} .: . '38' _+tBTr ; '78! 'B8' 100" 1 7 1 154"11 1
<br />rST1RDNE IlNsuunDM (IX 3" 14" 27" 38" 46' 5e" 68" 78" 88" 100" 114" 122" 134 14B" 11i z
<br />1 LI DFf1YTT TYPICAL 17DUBLfR PLATE ,l n 1. 3,; 1 " 46" ^ u 1 " 114" 1 134'� �46 16D" tRAt:H CDNn%WATION FOR O'0• UP TO 14' TALL DOORS 1 �J I i� 0 v
<br />i I Ay I A '- - 4 27" 38" S6" 88" 78 88 00 22 O
<br />4 It
<br />Wi u All JAMB BRACKET LOCATIONS
<br />SECITUM NOWT INSIDE ELEVATION UCTus'R-TRIAS ""GM"1VACDIG LIrT NAL�E BOTT011 OAAdf[T / 1
<br />I �
<br />N IS,ATTAL1tm � � Ti
<br />aCAL H2OM ,A'r
<br />�+_- ---- -
<br />it )
<br />,
<br />R-TRUPACING IT[UER�iivaiv TGA ID1TDN BRACKET •e r '
<br />TA[VITHf3iiiATTACHED v/t37 1/4' D L4' v'
<br />It A, DA03WE LY HAD=V NOt HEAD Stvi nrA r DRA
<br />no
<br />t.NUDATTACHED
<br />v/ IV
<br />. 3/4•
<br />KH HEAD
<br />cY ZMM D of 41 PE in xlora IF IEYmts Dtx
<br />• O A MAE or ARIL ATMOMM 1D Sam I LAM UtIft Laws A I,1ME Q A1f AOAOIfIIIS W SWIM 14AW/t IDE LOCH CWj#"T INTO VOITWAL
<br />Ei��
<br />DOLT'REtN1dt TRACK ON WIN siln UW 01N R IHIHson& tu" cr WOOD JAMB ATTACHMENT TO STRUCTURE -" L0 �^� B DL,ITmroR1 wBAt at SHEET TITLE �•:
<br />PNGAEEI[M CMWODMMD TO SrK
<br />LL 1f0A DIIRASArL t SON LATCH. IN u
<br />SECURE ID tASTEEL SECTION A -A (SIDE 1AEW1 E� ... •• 3,�t� ..... LOCK CIPTIONAL) i
<br />enln r sRtnls ATTAUEB RPLCR WfV STEM M,T.i SfJ j DETAILS
<br />w /n v,• 3/r _ _ uAs su F 3X y, , D Ao LTMNF trot TIpN tr oe n Hp ofmNorn uAx 517E EE
<br />' TYPICAL RTN BKT V/ AT LEAF HINGE Sl t6' ti •,
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