|
3
<br />S
<br />a
<br />L0
<br />L0
<br />Cr
<br />0
<br />Q Lo
<br />0
<br />J
<br />0
<br />C)
<br />0
<br />cV
<br />i
<br />a
<br />M
<br />LO
<br />rn
<br />Q
<br />Q
<br />LO
<br />0
<br />0
<br />0
<br />0
<br />L0
<br />Ne
<br />O
<br />C
<br />a
<br />N
<br />N
<br />ca
<br />C
<br />N
<br />E
<br />O
<br />J
<br />N
<br />0
<br />V
<br />wL.+
<br />U
<br />CL
<br />y
<br />a
<br />0
<br />v
<br />0
<br />J
<br />ti
<br />N
<br />O
<br />0
<br />0
<br />0
<br />CL
<br />0
<br />00
<br />0
<br />C
<br />m
<br />V
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />10'-0" (R302.11)
<br />FOR UNDERLAYMENT
<br />16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD
<br />APPLICABLE. ,
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />114" DIA, X 31/4" TAPCONS @ 24" O/C &
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT.
<br />6 x 6 W1.4 x W1.4
<br />W/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />co
<br />WWF OR FIBERMESH
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />o °
<br />SHINGLE ROOF, SHINGLES TO
<br />a °
<br />BE IN ACCORDANCE W ASTM
<br />-III=III=) 11=I m I I —III —III —I I
<br />:
<br />III—III—III='
<br />1-III-III=III I ° /vp
<br />D7158-CLASS G or H, or ASTM
<br />I I=1 1=1 I=III=I P • I I -I � I=1'
<br />°
<br />'1-III,;
<br />D3161-CLASS F, IN
<br />ICI I1�I
<br />12
<br />ACCORDANCE w/ TABLE
<br />"I=1 1=III=1
<br />'-III III —III
<br />P.) VARIES
<br />Z
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />—III —III III-�
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSu TION LE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rG G
<br />Pi F\/ \/ARIFSA4`\
<br />SEE TYP. WALL SECTION SCALE 3a,,=1'-0"
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />BOARD PER CODE (OR 5/8"
<br />STRENGTH CEILING //
<br />GYP. TYPE "X" @ GARAGE
<br />EDGE
<br />ALUMINUM FASCIA
<br />W/A HABITABLE ROOM
<br />12" N.O. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONIC. SLAB
<br />M
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />Lu
<br />a_
<br />�-
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />c
<br />N '
<br />\
<br />AD
<br />r A
<br />I
<br />- Z
<br />°°
<br />I-1T=I I I
<br />co-i1
<br />6 MIL VAPOR 11
<br />BARRIER
<br />I I
<br />I
<br />, D C
<br />III
<br />• •
<br />III
<br />COMP. SOIL. A _ —
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR I I ILI-I 11= I I I I
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT. 1'-4" (1 STORY)
<br />ON 3" CHAIRS TYP. STD. 90 HOOK (SEE
<br />U.N.O.
<br />4" T-8" (2 STORY) DETAIL)
<br />TYPICAL WALL SECTION q
<br />SCALE: 3/4" = V-0" S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />PAVERS O.H.D. RECESS q. z
<br />�M
<br />4— -
<br />7 III „60
<br />T
<br />I I I�I � �.a• �'' •�I I 117
<br />d
<br />SEE A/S3ORJ/S6 hI II1�1,r I(I�,I�
<br />FOR REINF. INFO. 3"MIN. CLEARANCE
<br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS J 1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O.
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />EDGES, AND @ 12" O.C. @FIELD
<br />SLAB & BLOCK „o „„ „ @SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS
<br />x 10 J BOLT 24 O.C. W/ IF NOTED, THIS REFERS TO THE
<br />r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />`'' ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />2„ x 6 W1.4 x W1.4 2/W1.4
<br />° @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH
<br />° 4 z 31/2" MIN. 31/2 MIN.
<br />ELEV. 4-3 -
<br />° 2x4 CONT. a A.F.F. p ' .6
<br />°
<br />ILL
<br />1/2"(min.)-
<br />z
<br />4
<br />oo _ —III—IT_I-00 3minm
<br />GARAGE DEPTH VARIES 31/2"(min.)1/
<br />11-
<br />—III—I I -I
<br />�—I i t �; r—III I I f_Tf
<br />' I —E I f=I I I —III —I I =1
<br />(2) #5 CONT. 4„ 1'4" 8" (2) #5 CONT. 4 g
<br />U.N.O.A
<br />GARAGE SLAB AT STEP rB MIN.TYPICAL BEARING WALL NIN STEP
<br />TYPICAL BEARING WALL STEP SHEARWALL("'C� @ CC
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
<br />�eos�
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?°s•�
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c°N2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING
<br />1"x P.T. STUD 2x BLOCKING HORIZONTALLY APPLICATION NOTE:
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR
<br />�. #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION
<br />SEE CC/S3 OR �l LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR 5/8 x 10 J BOLT @ 24 O/C W/ 2' X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK
<br />5/8"x6" "J"BOLTS BOLT 10d NAILS
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 "
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#
<br />(6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR )
<br />*SIMPSON SP1 SPACED EVENLY J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1A N
<br />w/ (10)10d NAILS T 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR o END OF 2" x PLATE WWF OR FIBERMESH
<br />TYP. � PER MFR INSTRUCTIONS
<br />ASSUMED FINISHED #3 OR #4 REINFORCING BAR v D. °777p. .
<br />. o GRADE 40 MI N. F740ksiij
<br />GRADEc" J. z_#3 & #4 LAP SPLICE __�i oFINISH GRADE °O 2 25" MIN. LAP 30" MIN. LAP [GRADE 60 MIN. Fa _ re . D n I (=I I —III—I I I� 9
<br />MONO OR STEMWALL [ ] ,-
<br />FOOTING MONO SHOWN ur, , � � -'' � �=I I - W � �=T I I-) ' • • I � I I I-I� �.�I
<br />°O 6 MIL VAPOR BARRIER III 1, ° I-T- _ 1= °° „ ' -ITI- 1 �- °
<br />FOR CLARITY I I I ° ' III—III—III-1 I �, #5 REINFORCING BAR R 1 7/8
<br />-
<br />-I z III o I T=111=111=1_TI= r 2 #5 LAP SPLICE — 11TI-1_If=11T= �= II I11= r
<br />r -_ 1 i 1 _ T- T_-III=1 (2) #5 CONT. -� ,L-L F;:-,;
<br />NOTE: o c„ p- =1 I III I ICI I- r r
<br />g III 11— 1 1 I 1 11—) 11= c� I I • p ° . I —I I 1=1 I 1=I I=� 1' 36"MIN. LAP [36" MIN. LAP] ON 3" CHAIRS
<br />8„ 1' 4" 8"
<br />*FOR BEARING WALL - I_ , I I _I COMP. SOIL. (COMPACTED TO _ _ __ _
<br />- I. - 95%MODIFIED PROCTOR ASTM ' 1= I I 1 I —ITI-ITI- I 1=1 11= I 1=1 I' 10.. (TYP.)
<br />W/ UPLIFT ONLY — �_ I I I=I (( -�j= F
<br />III=i.l I' I 1 1-I I' i I III=1=1-1-I )r #6 REINFORCING BAR #5 STD. 90 HOOK
<br />D1557 - Ti� � TfT—�—•i i i—i i
<br />4" 1'-4"
<br />' Ii1 III--l�--'ll;,lli Ilii iilll,;,lll„ III=II'—!II=1'1
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION ( D 1 TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4
<br />° ° GRADE
<br />°
<br />_ =_=1 =_ =_= I =—I • —I I —I I—�—�—I
<br />-0) #5 REBAR w/ OPT.
<br />11= I I= I I I=1 11= 11=SCRE N ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13" .
<br />O.H.D. RECESS
<br />N
<br />r
<br />. � M
<br />r d'.
<br />M :•.. • —
<br />d
<br />-
<br />d I OO
<br />I -I :III • .,. _ ... 111—
<br />SEE A/S3 OR J/S6 ILIII 1111 ,111 11, 1111=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STC RY)
<br />V-8" (2 STC RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0"
<br />13
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />^r; °
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR Ah x•
<br />& LAYOUT DESIGN
<br />' -
<br />TOP OF BEAM
<br />a
<br />'A IT_hI I I-,IT_I; N
<br />SEE ROOF PLAN
<br />HTS20 FOR STRUCTURAL
<br />- - - - °:: ° ° A _ --
<br />(2)
<br />BEAM SIZE &
<br />a
<br />r III
<br />CONNECTION INFO
<br />a d
<br />M
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />J CONT. BEAD SEALAN
<br />d, INTERIOR
<br />31 /2"
<br />a
<br />'d -. a
<br />tl d d..
<br />CONCRETE NAILS W 1 112'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />4d d
<br />W C
<br />N 11Ti= 11= 1 ;III-
<br />M 6 MIL VAPOR T -T'-
<br />BARRIER
<br />2x4 #2 SYP P.T. FRAMING w/ ,111=T1�1 I , , I'
<br />MIN 7/1.6".0.S.B. SHEATHING SEE A/S3/J/S6. fi � 8"
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />W SCHEDULE OPTION #1
<br />Q SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS v@ S.G.D. M
<br />U)
<br />_
<br />SCALE:3/4"=V-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />AT 8" O.C.
<br />PAD FOOTING
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />-.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD d
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. �' '
<br />ON FLOOR PLAN
<br />w
<br />SIZE VARIES PER PLAN
<br />c
<br />CONT. BEAD SEALANT
<br />¢
<br />>
<br />w/ MIN. (2) #5 VERTICALS
<br />oo z
<br />GRADE n h
<br />E
<br />>
<br />FILLED SOLID (SEE PLAN FOR
<br />f. -
<br />6 x 6 W1.4 x W1.4 ,
<br />w
<br />W
<br />SIZE AND REINFORCEMENT)
<br />w
<br />=- 4
<br />• _ I I I' I'
<br />T WWF OR FIBERMESH T
<br />M
<br />W
<br />BRICK PAVERS or SLAB PER
<br />Z w
<br />~aWOW
<br />O w cn =
<br />o o
<br />III- I! _= I w
<br />Ii ='-,-Ili U
<br />• • �z
<br />• a
<br />°
<br />°
<br />°
<br />I
<br />COMMUNITY SPECS
<br />u
<br />I- Ir
<br />'
<br />FOOTING -c�
<br />-1
<br />1=II=III
<br />illll llll; llllill
<br />i,,,lll=' BEYOND
<br />�I I
<br />�I Ij I I
<br />�; .
<br />PAD REINFORCEMENT
<br />,,�
<br />.:'
<br />3" MIN. CLEARANCE
<br />�,
<br />,. • .
<br />SEE SCHEDULE
<br />rCD 12
<br />INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN F PATIO COLUMN FTG. DETAIL N
<br />0) SCALE: N.T.S. �3
<br />l'�
<br />Q
<br />� w
<br />a
<br />U�
<br />o_
<br />r
<br />� CC
<br />N CJ fC
<br />d
<br />a E s c
<br />dv;a
<br />3 CC
<br />v
<br />c ra
<br />c
<br />� o
<br />U
<br />0
<br />fBd��Z
<br />21Rp
<br />L
<br />••Y
<br />FL
<br />tom,,,., ,c,��'•• "•,•e••"••
<br />@�
<br />�ottJttllll�t'�i
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -,
<br />Residential
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
<br />W
<br />�E
<br />0
<br />C
<br />"
<br />N
<br />=��
<br />cn�Za n
<br />Q
<br />N O
<br />°j co V
<br />ca EL
<br />Z
<br />JLL�y
<br />w —
<br />(a� o
<br />�ca o 0
<br />:3'� N O
<br />Wi
<br />n�pj6' m LU
<br />LL
<br />'n N Z
<br />0
<br />N O
<br />W
<br />U
<br />❑❑
<br />z N M
<br />o�
<br />z
<br />N
<br />Q
<br />J �
<br />a
<br />N
<br />o
<br />LU
<br />r
<br />O
<br />o
<br />N
<br />W
<br />c
<br />iN
<br />U
<br />L., w
<br />= L
<br />w
<br />Milk
<br />U )
<br />c
<br />�Q
<br />o
<br />Jz
<br />w
<br />coz
<br />M
<br />J
<br />o
<br />�
<br />U-
<br />0- E
<br />ns00
<br />�o
<br />o
<br />wj
<br />>�
<br />a�
<br />z®
<br />Oa
<br />W0
<br />0
<br />�rEo
<br />N
<br />a¢
<br />aQww
<br />woo
<br />¢
<br />oa
<br />�
<br />w
<br />L
<br />r6
<br />`��
<br />zzw
<br />F O
<br />Z
<br />- a�i
<br />J
<br />w m
<br />¢�
<br />< w
<br />�z
<br />oomZ
<br />go
<br />a
<br />U
<br />�o
<br />a�
<br />ICD
<br />JZ
<br />OF
<br />�Q
<br />Mj
<br />O C
<br />O
<br />w�
<br />za
<br />a
<br />Oo3
<br />�O
<br />0
<br />=
<br />LSD
<br />T
<br />11
<br />Q
<br />H
<br />Ln
<br />r
<br />10
<br />�
<br />�
<br />Yco
<br />r
<br />W
<br />m
<br />'
<br />L ^
<br />T
<br />a--+
<br />c
<br />/
<br />QI
<br />70 N
<br />�
<br />� o
<br />Lid
<br />Q
<br />r
<br />r'
<br />LO oo
<br />E
<br />co
<br />z
<br />Z
<br />�
<br />N
<br />`m
<br />a
<br />o 0
<br />v
<br />a
<br />¢ o
<br />JOB
<br />•
<br />NO .
<br />22-09410
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|