|
I —
<br />3
<br />13
<br />W
<br />cc
<br />M
<br />CO
<br />r
<br />cnn
<br />0
<br />0
<br />J
<br />L0
<br />I
<br />N
<br />Cn
<br />0
<br />0
<br />C
<br />CD
<br />/
<br />a
<br />d
<br />0
<br />S
<br />0
<br />c
<br />J
<br />ti
<br />0
<br />0
<br />U
<br />i
<br />U
<br />.0)
<br />O
<br />4
<br />0
<br />v
<br />U
<br />tz
<br />N
<br />N
<br />0Cl-
<br />0
<br />¢
<br />m
<br />v
<br />cn
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />10'4" (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 />1/4" 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 E
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4 T
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH <''
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />D a
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />_ ' a .
<br />-I i=I 1511 I=E m D D I =I_Q
<br />I=1
<br />D7158-CLASS G or H, or ASTM
<br />I I-
<br />I I __I I --I I —� D • I I
<br />°
<br />'I—IIj,;,II
<br />D3161-CLASS F, IN
<br />�_�
<br />12
<br />ACCORDANCE w/ TABLE
<br />"I-III-1
<br />'-1 I I �I 11 III=1 l i 111=11 I I �I I r
<br />(TYP.)
<br />VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />-1 ITI I Ii
<br />I
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULArION LE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rGG
<br />_
<br />_
<br />FI FV VARIFS/I[�\
<br />SEE TYP. WALL SECTION SCALE 3/4"=1'-0"
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />GYP. TYPE "X" @GARAGE
<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"16" 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 CONC. 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 W16X6
<br />a
<br />NOTE: EXTEND
<br />W1AXW1.4 WWF OR
<br />=
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />00
<br />6 MIL VAPOR
<br />1LII
<br />"oo
<br />BARRIER
<br />I
<br />, p 4
<br />11
<br />D• •
<br />— r
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />11-
<br />MODIFIED PROCTOR
<br />T
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP.
<br />1'4" (1 STORY)
<br />STD. 90 NOOK (SEE
<br />4„
<br />V-8" (2 STORY)
<br />DETAIL)
<br />)
<br />TYPICAL WALL SECTION
<br />A
<br />SCALE: 3/4" =1'-0"
<br />53
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />14„
<br />PAVERS
<br />O.H.D.
<br />RECESS
<br />M
<br />•d
<br />' T_-T�
<br />,
<br />' . ..
<br />4"
<br />I
<br />00
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1'-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />GARAGE DOOR SLAB RECESS
<br />J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />013
<br />5/8"OR 1/2" HIGH STRENGTH `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ �/ `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />s " " " BLOCKING @ 12" O,C. w/ 2 (U. .O 1/2 HIGH STRENGTH „
<br />(U.N.O,) (OR � GYP. TYPE X @ ()12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS, CONNECTIONS.
<br />8"16" 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 />zi
<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 10'4' (R302.11)
<br />INDICATED ON THE PLAN, ATTACH (ALT: 1/2"x12" 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 IMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY' SIMPSON SP1 w/ (10)10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />`, ELEV. 0'-0" OIL (ALT: 1/2"12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />A.F,F. Q.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />@ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH WWF OR FIBERMESH
<br />Z, z 31i2"MIN. 3112" MIN.
<br />a ELEV.4-3 1/2" � � _ � , .
<br />° n ° A.F.F. O s D D ,
<br />° 2x4 CONT. ° ° l,- a a
<br />A I I t=T(J—r �31/2"(min.)- 4" _ . ' III=L—I I-� 1/2"(min.)- 4„
<br />d ° ` ° N ' 00 •,,-. ,—.
<br />u GARAGE DEPTH VARIES ° 31/2"(min. - 4" I _ —1 11_I I- 31/2"(min.) - 4"—
<br />a
<br />�`I' E lTl-
<br />(2) #5 CONT. - , I f'�I' f I, „' " I� (2) #5 CONT. 4�41 ' r`g -
<br />4 14 8
<br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL C TYPICAL BEARING WALL @ STEP rcC
<br />SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<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�`'2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING
<br />VI P.T. STUD 2x BLOCKING HORIZONTALLY APPLICATION NOTE:
<br />INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR
<br />v INTERVALS
<br />VALE N 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />#5 VERT. IN FILLED CELL ADDITIONAL INFORMATION
<br />SEE CC/S3 OR cal LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 51MPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLT INFO. 5!8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3l16"
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK, @ K.O. BLOCK 10d NAILS
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8"DIA. EXPANSION BOLT @24 It
<br />2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<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
<br />*SIMPSON SP1 (6)1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP R4" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#)
<br />2X PT PLATE #5 REINFORCING BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4
<br />N SPACED EVENLY FIBERMESH BAR W END OF 2 x PLATE WWF OR FIBERMESH N :_
<br />w/ (10)10d NAILS 2x P.T. PLATE WEEP SCREED INSTALLED o „
<br />TYP. c PER MFR INSTRUCTIONS
<br />ASSUMED FINISHED #3 OR #4 REINFORCING BAR U
<br />41 -- s" D , ' ' D GRADE 40 MIN, Fy= 40ksi a
<br />GRADE N z_ #3 & #4 LAP SPLICE
<br />z co— — — p oD FINISH GRADE o0 25" MIN. LAP [30" MIN. LAP] IGRADE 60 MIN. Fy= 60ksi] a 4--in
<br />MONO OR STEMWALL —I? wFOOTING MONO SHOWN T ( p D d oo —t) I-II�— =1'
<br />FOR CLARITY ° ° _ _ _ 6 MIL VAPOR BARRIER — a —LII — R 1 7/8 r
<br />#5 REINFORCING BAR I -I —III
<br />D ° b I, -I I -_ I I! I III-� !!! I I-LI-f-I-1.,Zf• • •! I I' N Z - I Tff�I I I I f -I 11-T
<br />#5 LAP SPLICE n r-
<br />� /2 #5 CONT. -
<br />NOTE: ° n � _-i I —III—III—! � !_! � !=1 ! � •• � rJ. L !1! \ )
<br />*FOR BEARING WALL !=! = c.t _ D p t 36" MIN. LAP 136" MIN. LAP] ON 3" CHAIRS „
<br />COMP. SOIL. (COMPACTED TO _ _ 8 1-4 8'
<br />W/ UPLIFT ONLY I (i = I r 95% MODIFIED PROCTOR ASTM I I— I -- I TLT� 10"
<br />(TYP.)
<br />=! III I !=I I I D1557)
<br />I—III— - " 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />!III!IIII !IIIIIIIIIII I _—,!i! �il!-1!!-- 1— #6LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4770" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min. 4
<br />av GRADE
<br />00 _ — v •
<br />_ -(1) #5 REBAR w/ OPT.
<br />11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />1311
<br />O.H.D, RECESS a
<br />CV '
<br />M
<br />T
<br />60
<br />1=1
<br />%t
<br />-111=11
<br />: z.
<br />I•� l l
<br />,.,:
<br />SEE A/S3 OR J/S6 I II 11T1
<br />I
<br />J.
<br />I ,
<br />I II 1=
<br />FOR REINF. INFO,
<br />3" MIN. CLEARANCE
<br />V-4" (1 STC
<br />RY)
<br />1'-8" (2 ST
<br />RY)
<br />GARAGE DOOR SLAB RECESS J
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP: WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=1'-0" 53
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" 53
<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 />T�
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. x x X CONNECTION INFO
<br />'
<br />SEE PLAN FOR x x &LAYOUT DESIGN
<br />° —
<br />TOP OF BEAM
<br />SEE ROOF PLAN
<br />d
<br />— - =- — °' ' ° ' d a
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE &
<br />NU. ' a
<br />CONNECTION INFO
<br />e
<br />M — 4 a I -
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" J CONT. BEAD SEALA&
<br />INTERIOR
<br />-311
<br />° °T
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />°d e
<br />00 C
<br />co 6 MIL VAPOR I�'-711
<br />BARRIER
<br />2x4 #2 SYP P.T. FRAMING w/ '
<br />MIN 7/16" O.S•B. SHEATHING SEE A/S3/J/S6 g
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />OPTION #1
<br />SCHEDULE
<br />a ¢ SEE TYP. WALL SECTION FOR ADDITIONAL
<br />> 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
<br />S.G.D.
<br />rM
<br />SCALE:3/4"=1'-0" S3
<br />2X STUDS @ 24' O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />°'
<br />w/ 1/4"0"TAPCONS
<br />� MASONRY WALL AND
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />--
<br />EXTEND FILL CELLS
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />TO FOUNDATION PAD _
<br />--INSULATION
<br />PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. r '
<br />ON FLOOR PLAN
<br />w
<br />-
<br />SIZE VARIES PER PLAN
<br />co
<br />CONT. BEAD SEALANT
<br />¢
<br />>
<br />w/ MIN. (2) #5 VERTICALS
<br />00 z
<br />GRADE
<br />a °
<br />>
<br />-j
<br />FILLED SOLID (SEE PLAN FOR
<br />°
<br />6 x 6 W1.4 x W1.4 ca
<br />LU
<br />SIZE AND REINFORCEMENT)
<br />0 1-Uj
<br />=
<br />1 ! !
<br />°
<br />4 •
<br />WWF OR FIBERMESH
<br /><"'
<br />W
<br />Z
<br />I- W o
<br />I_
<br />I,!;III
<br />111 111,l!il_ z
<br />a.
<br />BRICK PAVERS or SLAB PER
<br />oWUj
<br />�W
<br />O o =
<br />V
<br />_! =!
<br />• V
<br />°
<br />a
<br />• •
<br />—
<br />°
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
<br />11 —III
<br />U I Imo!
<br />4
<br />r ! I=i I!-=1
<br />! !=
<br />-I I
<br />!— —I M —
<br />_! I - w
<br />FOOTING
<br />-I
<br />v
<br />-! I�—I
<br />I—
<br />BEYOND
<br />,,
<br />, ..
<br />,:.. ..
<br />PAD REINFORCEMENT
<br />3" MIN, CLEARANCE
<br />:' : • '
<br />,
<br />SEE SCHEDULE
<br />INTERIOR
<br />•i : i NON-BRG. K"I �K
<br />TAPERED
<br />i i i •COLUMN
<br />> u
<br />o;
<br />m
<br />,Nc
<br />�=coo
<br />-3E N
<br />d
<br />,s 0d
<br />cc
<br />v
<br />' d,
<br />o
<br />�•:J CV
<br />a
<br />>,- O
<br />�
<br />m
<br /><.
<br />'a
<br />Cam` t
<br />To the best of the Engineer's knowledge, Information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions
<br />of the drawing pages bearing
<br />Engineer's signature and seal.
<br />9)
<br />W
<br />�E
<br />O
<br />_N CO _N m
<br />00Lo
<br />M
<br />LL7
<br />a
<br />cn r � � ••,
<br />a
<br />,^
<br />to
<br />=� LL w
<br />J LL Li: d
<br />NC
<br />aNC
<br />Z
<br />`°_°'
<br />to 0
<br />j (a N �
<br />WW
<br />02 o
<br />rnm
<br />W
<br />Z
<br />IL
<br />05 m w
<br />00M � d
<br />z
<br /><
<br />U U c
<br />W
<br />❑❑
<br />z N o
<br />o0
<br />z
<br />z o
<br />Q �*
<br />J —
<br />d.
<br />N
<br />0
<br />O
<br />In
<br />Q
<br />c "
<br />� v7
<br />v
<br />a ✓
<br />WW
<br />J E
<br />L U
<br />=
<br />°Ji
<br />U 0
<br />•
<br />c �
<br />�®
<br />�W
<br />M
<br />zoCID
<br />Z
<br />i
<br />'•L
<br />�E
<br />E
<br />w
<br />��Z®
<br />�z
<br />g
<br />o
<br />❑a
<br />t—
<br />X O
<br />o¢
<br />0 0
<br />az
<br />N @
<br />¢?
<br />IT
<br />sr..
<br />.-
<br />ado
<br />-M
<br />'0
<br />C
<br />-
<br /><
<br />. 0
<br />J
<br />W
<br />,
<br />ZE z
<br />Z
<br />J
<br />�m
<br />�N
<br />�w
<br />¢a
<br />U
<br />a
<br />Q
<br />z
<br />0W
<br />W
<br />w
<br />w
<br />U �
<br />IIIw
<br />o
<br />=1<
<br />a°°
<br />o
<br />O
<br />N
<br />> L ,
<br />O0)
<br />d'
<br />T
<br />ca
<br />``
<br />i�
<br />0-
<br />T
<br />0-U)
<br />U
<br />vJ o
<br />N
<br />m
<br />itO
<br />'
<br />O
<br />r
<br />'�
<br />O
<br />CO
<br />r
<br />�
<br />N
<br />N
<br />�
<br />T
<br />Q
<br />T
<br />^
<br />ui
<br />E
<br />j
<br />N
<br />Lo
<br />o
<br />z
<br />z
<br />E T
<br />fN
<br />o'
<br />U
<br />Q
<br />-j
<br />JOB
<br />NO:
<br />22-06455
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|