|
�E
<br />C/)
<br />LO
<br />�2
<br />C)
<br />I
<br />00
<br />�2
<br />-15.
<br />C"
<br />1.0
<br />LO
<br />co
<br />to
<br />Lo
<br />co
<br />o
<br />9
<br />9
<br />-2
<br />S'4
<br />jE��
<br />co
<br />Jj
<br />9
<br />ROOF FLASHING AND ROOF FLASHING
<br />COMPONENTS TO BE IN ACCORDANCE
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />7TH EDITION (2020) RESIDENTIAL
<br />12
<br />(TYP.)
<br />VARIES
<br />INSU
<br />2x BLOCKING HORIZONTALLY@
<br />@ 16" O.C. W1 (2) 10'4' (R302.1 1)
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />I Rd TOPM Ali q T P. n
<br />FOR LINDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP WB (MIN.) @ GARAGE SIDE IF
<br />ABLE.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24"' O.C. U.N.O. 114" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />APPLIC
<br />HURRICANE ANCHOR @ EACH 2x P.T. PLATE @ 6" MAX FROM END OF 2 x PLATE = E
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) ce)
<br />WWF OR FIBERMESH
<br />MOISTURE BARRIER 1.
<br />SHINGLE ROOF, SHINGLES To
<br />BE IN ACCORDANCE wl ASTM t __ ri;
<br />IU�E
<br />,--I I 1=1 11-111: EI
<br />, , IT
<br />D7158-CLASS G or H, or ASTM 0=5 ji T I 1
<br />9111
<br />ir EEJ
<br />D3161-CLASS F, IN zlilff-1:11 1 P711
<br />I L LI I
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH1 - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT
<br />BED
<br />W 1
<br />ELEV. VARIESJII1_"\ I SEE TYP. WALL SECTION SCALE: 314"=1'-0"`
<br />5/8" OR 112" HIGH
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />ALUMINUM DRIP
<br />EDGE
<br />Z LUMINUM FASCIA
<br />W/A HABITABLE ROOM
<br />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'%1 6" 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. HORIZONTA
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />STD. 90'HOOK (SEE DETAIL)
<br />_TY PE "S" MORTAR
<br />A RCHITECTURAL
<br />FINISH
<br />1X2 PTWD FURRING @24" O.C.-/
<br />112" 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 />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />cr)
<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 W1 IXI
<br />W
<br />n
<br />/-NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />'S -
<br />E
<br />I
<br />00
<br />6 MIL VAPOR--/
<br />clo
<br />BARRIER
<br />:��-
<br />3-
<br />V;
<br />*1 t> A
<br />�2
<br />COMP. SOIL.
<br />,
<br />\�
<br />=[I
<br />1
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT._/
<br />ON 3" CHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O.
<br />4"
<br />11-81,
<br />(2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" V-0"
<br />OPT: DEPRESS SLAB 5,y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS---\
<br />BLOCK WALL 13EYOND
<br />14"
<br />0,H.D. RECESS
<br />;2�
<br />rr�
<br />op
<br />SEE AIS3 OR J/S6--'_ILr,_�!1rf1_, �Ll -I---
<br />FOR REINF. INFO. MIN. CLEARANCE
<br />1'4" (11 STORY) V-8" (1 STORY W/ DEPRESSED SLAB OPT.)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSCIN SP1
<br />w/ (110) 1 Od NAILS
<br />TYP.
<br />MONO OR STEMWALL-
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />[> jj
<br />GG
<br />S3
<br />-7v\r-
<br />175� - - -
<br />7 75<7 75;zl
<br />5/8"OR 1/2" HIGH STRENGTH TRIASS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P,F. DOUBLE
<br />TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2"x S P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12) 10d NAILS SIMPSON SP2 w/
<br />(12) 1 Od NAILS
<br />SHEATHING REQ'D. FOR ALL
<br />,,,,-2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ x BLOCKING HORIZONTALLY@ INTERVALS
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING I Y-O" (R302.1 1) 2-4/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x1 2" TITEN H D @ 24"
<br />SHEATHING W1 8d COMMON NAILS @ O.C� OR 5/8"x10'WEDGE ANCHOR
<br />INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS
<br />STEP, SIZE OF FOUNDATION AND
<br />V. 01-011
<br />Cl) ELIE x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
<br />A. F. F. x W1.4 x W14
<br />211 x ATTACHMENTS /211
<br />0 WWF OR FIBERMESH WWF OR FIBERMESH
<br />z
<br />3 1/2" MIN. 31/2" MIN. 6 x 6 W1.4 x W1.4
<br />4 ELEV. 4-3 1/2"
<br />1 4 4
<br />1�
<br />A.F.F. 0
<br />2x4 CONT�/' ILL I>
<br />LtFF.,j Ir, '3 117(min.)
<br />2�
<br />CN
<br />;0 00
<br />4 31 "(min.
<br />)
<br /><
<br />GARAGE DEPTH VARIES 31/2"(min
<br />)
<br />- 4"
<br />(3 '11t2-til ilt
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />2x S.P.F. S
<br />2x STUD
<br />8"C.M.U.
<br />1 "x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />C"I
<br />2x P.T. PLATE
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />ASSUMED FINISHED
<br />GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=11-011
<br />SLAB INFORMATION.
<br />6x6W1,4xW1.4
<br />1/2" WWF OR FIBERMESH
<br />3
<br />min.) 4"---\
<br />4
<br />. A
<br />/ .4 . - ;1` GRADE
<br />L-1
<br />00
<br />11-
<br />W_��F _� TI I IT 17171
<br />�Faz�lffi W-E] I F-4 �01 FM�W
<br />(H ) #5 REBAR W/
<br />OPT.
<br />I I Ill- 1111- 1 11 1 l::S.QREFN �NCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 314"=1'-0"
<br />S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />co
<br />LILL ill
<br />4
<br />tj I
<br />I c?
<br />4"'
<br />3
<br />M_
<br />SEEAIS30RJ/S6---- _lLI1T7-jj�1_1T--1_,fl_1
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />T-4" (1 STORY)
<br />V-8" (2 STORY)
<br />-------------
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION, FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />00
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES
<br />6" O/C EDGES
<br />AND 12" OIC FIELD
<br />(2) #b CON 1. 81,
<br />4" 11-4" - ____ I
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL 0 STEP (o) SHEARWALL rc
<br />"SHEAR WALL" SCALE: 3/4"=V-0" S3
<br />0-1
<br />41-01
<br />_�0
<br />,
<br />,
<br />.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C ot
<br />, �6os
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />2x BLOCKING HORIZONTALLY@ APPLICATION
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />3RD LAYER 1/8" THICK. @ K.O. BLOCK
<br />PLATE WASHER TYPICAL
<br />SIMPSON SP1 W/ (10) 10d NAILS @ EA. STUD
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />FIBERMESH
<br />BAR
<br />WEEP SCREED INSTALLED
<br />PER MFR INSTRUCTIONS
<br />E N'�'-#3 OR #4 REINFORCING BAR
<br />A
<br />GRADE 40 MIN. Fy= 40ksi
<br />. ....... #3 & #4 LAP SPLICE
<br />[GRADE 60 MIN. Fp 60k,,;i]
<br />A FINISH GRADE 60 2
<br />D. - 25" MIN. LAP [30" MIN. LAP]
<br />6 MIL VAPOR BARRIER -1 1- 111 CIO
<br />R 17/8"
<br />#5 REINFORCING BAR
<br />#5 LAP SPLICE
<br />> 36" MIN. LAP [36" MIN. LAP]
<br />A* I x X X X X X X_7_12�
<br />COMP. SOIL. (COMPACTED TO
<br />I - =I 101.
<br />95% MODIFIED PROCTOR ASTM I '1;
<br />D1557) W I I x 1 x x . ......
<br />411 1'41- #6 REINFORCING BAR #5 STD. 90 HCYOK
<br />#6 LAP SPLICE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION,
<br />DOTING
<br />REBAR DETAILS
<br />E
<br />SCALE: 3/4' SCALE: N.T.S.
<br />� �3
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />2" HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0101, CONT. BEAD SEALANT
<br />it
<br /><
<br />INTERIOR
<br />4.
<br />'--j -3 1/2"
<br />-A
<br />A I
<br />CONCRETE NAILS W 11/2' ,
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB,,,,,
<br />o? Ez
<br />Cl) 6 MIL VAPOR
<br />BARRIER
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-101"
<br />_2X STUDS@ 24" O.C. U.N.O.
<br />GARAGE
<br />�:-112" GYPSUM WALLBOARD U.N.O.
<br />W1 DRYWALL SCREWS @ 8"O.C.
<br />-INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />x 6 W1.4 x W1.4 C,4
<br />WWF OR FIBERMESH
<br />-A _j 1
<br />K
<br />S3
<br />FRAME -DOWN FALSE BEAM W1 (3)
<br />10d NAILS TO TRUSS TOP CHORD
<br />x
<br />AT 24" O.C. MAX. x
<br />x x
<br />SEE PLAN FOR
<br />TOP OF BEAM
<br />(2) HTS20
<br />2x4
<br />P.T.
<br />PLATE j
<br />g /-7/16"
<br />O.S.B. 1
<br />COLUMN LOCATION
<br />z
<br />U) 0
<br />W <
<br />§
<br />::� LU
<br />LU
<br />Cn
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM
<br />7
<br />ATTACHMENTS
<br />z
<br />0
<br />cn
<br />LU
<br />LU
<br />Ill
<br />V-0" FIN. FLR./-k
<br />.
<br />.
<br />T
<br />F 1=1
<br />(2) #5 CONT. 4"
<br />U.N,O. MIN.
<br />TYPICAL BEARING WALL"' STEP
<br />(T
<br />SCALE: 3/4"=V-0"
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 W/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />LU
<br />L
<br />M
<br />Cn
<br />j>
<br />ui
<br />LU
<br />R
<br />F �M\
<br />FOR TRUSS
<br />CONNECTION INFO
<br />& LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />0?
<br />FORSTRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />- 2X4 #2 SYP P.T. FRAMING W/
<br />MIN 7/16" O.S.B. SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />-SEE PLAN FOR STRUCTURAL
<br />COLUMN SIZE AND BASE
<br />CONNECTION INFO.
<br />SECURE 2X4 P.T. BTM. PLATE
<br />W/ 11/4"4" TAPCONS
<br />AT 8" O.C.
<br />-TRIM PER PLAN
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />W/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />-BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />(2) #5 CONT. -:-.11 1
<br />gEL
<br />ON 3" CHAIRS
<br />8" 1'4"
<br />(TYP-)
<br />cc
<br />S3
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6 x 6 W1.4 x W1.4 C-4
<br />;;
<br />WWF OR FIBERMESH
<br />C)
<br />1.1
<br />TYPICAL INTERIOR BEARING
<br />WALL W/ UPLIFT
<br />rG
<br />SCALE: 314"=V-0"
<br />VARIES
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />Cl)
<br />E
<br />SEE A/S3/J/S6
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP, WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />S.G
<br />SLAB STEP & RECESS 'ux D. rm�'�
<br />SCALE: 3/4"=V-0"
<br />� MASONRYWALLAND
<br />PAD FOOTING
<br />I
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS ci
<br />TO FOUNDATION PAD :LE_!6
<br />CONT. FOOTING STEEL MATREINFORCING. Q
<br />z
<br />GRADE
<br />00
<br />LU 4
<br />0
<br />Z
<br />=) E I =__i i F1 LU
<br />l- LU 0 0
<br />CL LU Uj
<br />r-70 T -
<br />0
<br />0 LU CO
<br />14 z
<br />00 IE�
<br />U_ /4
<br />z_1 cl)
<br />U)
<br />i F�=l IF1 I 1�±i I IE��l i i ED i =1 I 1=1 FOOTIN
<br />IG -j
<br />BEYOND
<br />PAD REINFORCEM NTj IM
<br />E 3' IN. CLEARANCE
<br />(SEE SCHEDULE)
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL rN
<br />SCALE: N.T,S.
<br />�3
<br />C-4 C-P
<br />-..,o
<br />o'111111:111,
<br />0 1A1,A,
<br />Vil- .1W
<br />......
<br />E
<br />C4
<br />c1pi
<br />LU
<br />--j
<br />W
<br />40
<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 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineei's signature and seal.
<br />W
<br />Oq E
<br />0 "
<br />- RN 1:
<br />0 0
<br />1A4
<br />0 1.0 I.D �2 w
<br />0)
<br />C\1 0
<br />co 4
<br />44 r: _j .. LL uj
<br />a ut u-
<br />0 1 - u:, --
<br />a. 2
<br />:� ",3
<br />Z M
<br />.2,2
<br />W :3
<br />W 0 m uu
<br />-u3 0
<br />(71) Z
<br />N
<br />0< 00
<br />z 0 co
<br />W
<br /><
<br />Ln
<br />0
<br />13�
<br />LL,
<br />0
<br />0 Lu
<br />Ln
<br />m
<br />M r
<br />a;
<br />o,
<br />C_
<br />- (D 2?
<br /><
<br />C)
<br />9
<br />16
<br /><
<br />U_
<br />ce E
<br />cn�_ 0
<br />E
<br />-. -,
<br />-, g
<br /><N
<br />"
<br />0
<br />6
<br />CIL
<br />mo
<br />Do
<br />z
<br /><
<br />9'
<br />,
<br />'o
<br />o'
<br />z,
<br />z
<br />U:)
<br />n
<br />o
<br />z
<br />W
<br />U
<br />w,
<br />'o
<br />C:)
<br /><
<br />8"
<br />wl,
<br />w
<br />o ,
<br />1 z � 1.13:
<br />.2 T
<br />E
<br />>
<br />0 C
<br />C)
<br />LO
<br />I--,
<br />CN
<br />co
<br />r-
<br />5D
<br />C=)
<br />00
<br />r-
<br />co C)
<br />06
<br />CC>
<br />Cr
<br />C:)
<br />CA=)
<br />U)
<br />4--j 04
<br />04
<br />0 N
<br />C=)
<br />C=
<br />Lo C'4
<br />C14
<br /><
<br />E
<br />00
<br />z
<br />E %L.4 (_D
<br />cc
<br />IL
<br />E a)
<br />0 ca
<br />0
<br />(1)
<br />JOB
<br />NO 22-06569-06566
<br />SCALE AS NOTED
<br />SHEET NO.
<br />S3M
<br />
|