|
cm
<br />LO
<br />LO
<br />C14
<br />00
<br />K3
<br />C14
<br />C:)
<br />Of
<br />LO
<br />LO
<br />V)
<br />I::
<br />0
<br />C>
<br />C14
<br />00
<br />rl)
<br />C14
<br />LO
<br />L0
<br />a
<br />39
<br />CD
<br />CL
<br />E
<br />E
<br />0
<br />0
<br />E
<br />.(L>
<br />2
<br />d-
<br />t 7
<br />0
<br />C14
<br />Cn
<br />V _2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) _\ 2� 1 V-0" (R302.1 1)
<br />FOR UNDERLAYMENT 16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 2�
<br />r-
<br />APPLICABLE.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E
<br />ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" x W1.4
<br />COMPONENTS TO BE IN ACCORDANCE 6 x 6 W1.4
<br />w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)
<br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER � t. . A - . '. . v -
<br />SHINGLE ROOF, SHINGLES TO A
<br />BE IN ACCORDANCE w/ ASTM
<br />EE
<br />I F� I I F—= F.
<br />D7158-CLASS G or H, or ASTM ir
<br />F-T, ME IF A ff7i
<br />V flaii=,111
<br />D3161-CLASS F, IN i�7 -
<br />I /ri 11:
<br />J:E
<br />12 ACCORDANCE w/ TABLE -I L r�=
<br />_Z:(TTYP') VARIES R905.2.6.1, FLORIDA BUILDING -71 111--1 11 11 V Jil-
<br />:Y P 7-) CODE 7TH EDITION (2020) 8"' L I..
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULA LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KG G�
<br />ELEV. VARIES4jk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � -qq I
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />IG
<br />STRENGTH CEILING
<br />DGE
<br />/
<br />0 R 5/8�
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />ARAGE
<br />GYP. TYPE "X" @ GARAGE
<br />OM
<br />W/A HABITABLE ROOM
<br />1,
<br />N.O. 2x SUB FASCIA
<br />L
<br />ABOVE) W/DRYWALL
<br />'�-SEE STRUCTURAL
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />VV
<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 />PE "S" MORTAR
<br />ARCHITECTURAL
<br />,-------FINISH
<br />1x2 PTWD 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 />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />co
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />U)
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W1 6X6
<br />W
<br />a-
<br />/—NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 61'
<br />"FIBERMESH"
<br />:
<br />BE LOW GRADE
<br />A l,'
<br />&
<br />Cl)
<br />00
<br />6 M I L VAPOR--/
<br />z
<br />BARRIER
<br />I>
<br />04
<br />COMP. SOIL.
<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 NOOK (SEE
<br />U.N.O.
<br />4"
<br />1'-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL ISECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />�3
<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 BEYOND
<br />14" O.H.D. RECESS
<br />�-.:d. ..:4 =1 0?
<br />T�'
<br />--n
<br />S E E A/S 3 0 R J /S 6 Lq-T �1: IF, F�LF,7
<br />FOR REINF. INFO. 13" MIN. CLEARANCE
<br />11'4" (11 STORY) / V-13" (11 STORY w/ DEPRESSED SLAB OPT.)
<br />11 r 8" (2 STOR) )
<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 />BOLTINFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON 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/ t JPI IFT ONLY
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />W
<br />2x4 CONT7--"
<br />GARAGE DEPTH VARIES
<br />I I
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STU S @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />_V117
<br />7P7
<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 Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR V8" GYP. TYPE ")C@ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />TOP PLATE S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(112) 1 Od NAILS "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" 0. C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 Y-O" (R302.1 1)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" 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 />1- 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24- O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (110) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (110) 1 Od NAILS
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
<br />2-0/116" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. U-0" (ALT: 1/2"xl 2" TITEN H D @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />A. F. F. O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL
<br />@ 24" O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
<br />z 3 1/2" MIN. 3 1/2" MIN. /6 x 6 W1.4 x W1.4
<br />ELEV. 4-3 1
<br />A.F. U_ 77—
<br />I- A'
<br />2� 1/2"(min.)
<br />M;—:;;rl TTII 1.9, 1/ (m .4"
<br />00 00
<br />3 1/2"(min
<br />LrMi M J 7 4'
<br />(2) #5 CONT (2) #5 CONT. 5k
<br />4" V-4 8" 4"
<br />U.N.O. MIN. U.N.O.
<br />TYPICAL BEARING WALL (,@ STEP (�b SHEARWALL I T t-'IUAL =ANINU VVALL �U_) Z) I Itt" cc
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />Ilt". 11�
<br />CIO,
<br />95
<br />—4-
<br />1 11
<br />-
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS@ 16" O/C
<br />'0137"
<br />0%N"
<br />INSULATION PER FBC AND ENERGY
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'4' (R302.1 1)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />cli
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />"J"
<br />5/8- x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />5/8"x6" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />@ K.O. BLOCK
<br />@ 24" O.C. VERT. OR
<br />.j
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />(6) 1/4"x3 1/4" TAPCONS
<br />6 x 6 W11.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />SPACED EVENLY
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />E
<br />PER MFR INSTRUCTIONS
<br />""-#3 OR #4 REINFORCING BAR
<br />�GRADE
<br />It, C. . . ]
<br />. >
<br />tj I I—L[ 1;:,=l
<br />:2�
<br />FINISH GRADE 60 2
<br />GRADE 40 MIN. Fy= 740kkssiii]
<br />#3 & #4 LAP SPLICE
<br />Y= 60
<br />25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy— 60ksi]
<br />00
<br />6 MIL VAPOR BARRI�'q__ -11
<br />0?
<br />#5 REINFORCING BAR R 17/8"
<br />;2�
<br />04
<br />#5 LAP SPLICE
<br />C14 COMP. SOIL. (COMPACTED TO --M— 'M T
<br />95% MODIFIED PROCTOR ASTM
<br />D 1557)
<br />4" V4.
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION. SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"---, 4
<br />A GRADE
<br />00
<br />EVI =_11=P IN"
<br />q I 1=1 I I W5 B�R' w/ OPT.
<br />ME_
<br />�;�i
<br />ILI F=-
<br />. 11=11 jr_SQRE.�N�NCLOSURE
<br />TI I 1_
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE
<br />SCALE: 3/4"=V-0" � S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13" O.H.D. RECESS
<br />60
<br />7EI I I I
<br />-4
<br />SEEA/S30RJ/S6— _ILFT-T �' �T_" F111 LIF
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />11'4' (11 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3
<br />ADDITIONAL INFORMATION.
<br />Cl)
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />2" HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01-01, 0 CONT. BEAD SEALA�
<br />19K I
<br />: A <
<br />I INTERIOR
<br />-3 1/2"
<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 />4d
<br />0?
<br />E
<br />7_ LE T
<br />co 6 K
<br />BARRIER
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (110)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />< BOLTS 6" MAX FROM
<br />L1j END OF 2" x PLATE
<br />LU
<br />L
<br />LL!
<br />SCALE: 3/4"=l'- S3
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-101" (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 !Z'!
<br />WWF OR FIBERMESH
<br />r_ell,i-Leign%al �__
<br />(2) #5 CONT. -11 11F=9 F;--.tLF- I I-
<br />ON 3" CHAIRS
<br />101,
<br />(TYP.)
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT
<br />rG
<br />SCALE: N.T.S.
<br />1
<br />SCALE: 3/4"=V-0"
<br />��3�
<br />ARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.)
<br />WWF OR FIBERMESH
<br />1 Od NAILS TO TR USS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX. x x
<br />x
<br />SEE PLAN FOR J4
<br />CONNECTION INFO
<br />A
<br />TOP OF BEAM '4V
<br />& LAYOUT DESIGN
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />A . A
<br />r
<br />BEAM SIZE &
<br />41
<br />TU. —
<br />E
<br />rnKimPrTlr)Kl IMFM
<br />11
<br />'A
<br />Cl) - 1 0 * , 0. 1
<br />T
<br />2x4 #2 SYP P.T. FRAMING w/
<br />7
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 --Z . I . - 8"
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />co
<br />0
<br />SCHEDULE
<br />OPTION #1
<br />LU
<br />l-
<br /><
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />>
<br />UJ
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION
<br />LU
<br />COLUMN SIZE AND BASE
<br />LU
<br />LU
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS
<br />(ED S.G.D. rM
<br />SCALE: 3/4"=1 1-01, '\, �3
<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 />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />INSULATION PER CHART
<br />z
<br />0
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING.
<br />ON FLOOR PLAN
<br />W
<br />LU
<br />1.
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT
<br />>
<br />LU
<br />w/ M IN. (2) #5 VE RTICALS
<br />00 Z
<br />GRADE
<br />FILLED SOLID (SEE PLAN FOR
<br />2
<br />6 x 6 W1.4 x W1.4
<br />i5
<br />Lu
<br />Uj SIZE AND REINFORCEMENT)
<br />LU
<br />0 _j
<br />=
<br />M WWF OR FIBERMESH
<br />LU
<br />C/)
<br />BRICK PAVERS or SLAB PER
<br />Z =)
<br />I- UJ 0
<br />a- Uj Uj
<br />LU U)
<br />00
<br />Uj
<br />0
<br />z
<br /><
<br />A
<br />COMMUNITY SPECS
<br />U_
<br />.n,
<br />14" 14"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1'-0"
<br />U -U r- 111. r- L rN. 7 "�'�FOOTING U-j
<br />BEYOND
<br />PAD REINFORCEMENT—/
<br />L 3" MIN. CLEARANCE
<br />4, SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />CONC. PAD INFO.
<br />P. SEE SCHEDULE
<br />TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL /*' �N
<br />SCALE: 3/4"= V-0"
<br />SCALE: N.T.S.
<br />>
<br />0
<br />CNI
<br />0- 22
<br />LL
<br />CD
<br />U)
<br />7
<br />Cj
<br />fy
<br />CDO
<br />04
<br />C14
<br />C14
<br />z1__
<br />To the best of the Engineers 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
<br />7th Edition. Engineers signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineers
<br />signature and seal.
<br />W
<br />00
<br />E r-
<br />0 0 (0 9 *
<br />M 8
<br />C11
<br />LL
<br />0
<br />W, Lu
<br />a-
<br />U:)3 r_ r-L
<br />LL Lu
<br />(N C> ol-
<br />q Ui 10
<br />co LL LL CL Lu 3:
<br />0
<br />z
<br />-C co 0
<br />§ C, G
<br />IN
<br />W
<br />on
<br /><
<br />LL
<br />CL
<br />Lr) CN Z D 0
<br />C�
<br />0
<br />04 < < =) q
<br />0 0 _j w
<br />z
<br />W
<br />CD
<br />E3
<br />(D 0
<br />(a
<br />LU
<br />C 0
<br />)
<br />U, I
<br />ul
<br />V (13
<br />86
<br />U
<br />M
<br />E
<br />U
<br />co
<br />z
<br />, <
<br />i 0,
<br />0
<br />E
<br />CU
<br />M S
<br />-0
<br />C:>
<br />< z
<br />z
<br />Z
<br />C,j ra
<br />t
<br />0
<br />z
<br />0
<br />10
<br />z<
<br />Cn
<br />Cn
<br />T 3:
<br />0_
<br />0
<br />Mill
<br />c::,
<br />co
<br />0 w
<br />N
<br />01:1
<br />I
<br />2
<br />U-)
<br />LO
<br />LO
<br /><
<br />0
<br />M
<br />C)
<br />= CD
<br />Cr
<br />04
<br />g
<br />Lo
<br />LO
<br />LO
<br />04
<br />C14
<br />E
<br />0
<br />z
<br />z
<br />E
<br />co
<br />CU
<br />a:
<br />E
<br />0 0
<br />0 -1
<br />'D
<br /><
<br />JOB
<br />NO:
<br />22-02383
<br />SCALE :
<br />AS NOTED
<br />SHEEF NO.
<br />S3
<br />(MONO)
<br />
|