|
--1 It.. Rillq m ,p
<br />3
<br />Ld
<br />I
<br />_
<br />J
<br />M
<br />ID
<br />V)
<br />0
<br />J
<br />0
<br />0
<br />I
<br />to
<br />i
<br />N
<br />0
<br />to
<br />to
<br />�t-
<br />cr
<br />0
<br />r
<br />o
<br />311
<br />a
<br />N
<br />N
<br />0
<br />a
<br />F
<br />E
<br />o
<br />J
<br />.s
<br />U
<br />J
<br />N
<br />N
<br />Lo
<br />4
<br />0
<br />Cl-
<br />to
<br />0
<br />0
<br />d
<br />w
<br />m
<br />FOR UNDERLAYMENT
<br />2x #2 SPF STUDS
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'4" (13302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD
<br />APPLICABLE. d
<br />i
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" TAPCONS @ 24" 0!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"N
<br />6 x 6 W1.4 x W1.4 r
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH `o
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />, D e . .
<br />SHINGLE ROOF, SHINGLES TO
<br />a °
<br />BE IN ACCORDANCE w/ ASTM
<br />_
<br />1 I-1 I —III=1 11= 9
<br />-III-III=1 I=1 m D /rR
<br />'D7158-CLASS
<br />G or H, or ASTM
<br />-
<br />D3161 CLASS F, IN
<br />�— — _ —I
<br />-III-,ICI III=� '
<br />12
<br />ACCORDANCE w/ TABLE
<br />'' I=1 I -I I -I I=1 11=1 11=1 11=1 I I -III -III -I '
<br />(TYP.) VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />=III III—III=�=1I I III=III TI FI I (-
<br />CODE 7TH EDITION (2020)
<br />8
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULAriON LE
<br />!
<br />SCHEDULE - [RSH] -ON_1�r
<br />/
<br />TYPICAL INTERIOR BEARING
<br />'**, /
<br />FRAMING SHEET FOR
<br />5/8" OR 1/2" HIGH—�
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O.C. WALLS I
<br />INSULATION PER -J
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />SHEATHING AND FASTENERS WALL W/ OUT UPLIFT GG
<br />FI F\/ \/ARIF.q/Af\ SEE TYP, WALL SECTION SCALE 3/4"=1'-0"
<br />-ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />-8" C.M.U. TYPICAL
<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 />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 />a NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />=
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />mil
<br />__r=-1
<br />I I—
<br />1 =
<br />6 MIL VAPOR D
<br />z �—
<br />BARRIER I I I
<br />I , D �r a III
<br />M
<br />—I
<br />I D• I I
<br />N
<br />•
<br />COMP. SOIL. I I I
<br />(COMPACTED TO 95% =
<br />MODIFIED PROCTOR M I I III-1T[= I T1
<br />ASTM D1557)
<br />3" MIN. CLR,
<br />ON #5 REBAR CONT, V-4" (1 STORY)
<br />TYP.
<br />STD. 90 HOOK (SEE
<br />U.N.O.HAIRS
<br />UO4" V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />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 />PO.H.D. RECESS
<br />AVERS /- _1 z_
<br />J Cl)�
<br />5 I I II .: d . •. `' a ' : ' dd 11FF
<br />f
<br />7M--I I I L�iI�I T
<br />SEE A/S3 OR J/S6 III
<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
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />5/8"OR 1/2" HIGH STRENGTH ----
<br />(U.N.O.)
<br />(OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S,P.F, DOUBLE
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />(12)10d NAILS
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D, FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />r 2"°x3/16" PLATE WASHER
<br />ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24"
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C,) 211
<br />ELEV.-0'-3112" z 31/2" MIN.
<br />A.F.F. p
<br />2x4 CONT. ,�// w b'
<br />b '
<br />- N c Z D
<br />00
<br />GARAGE DEPTH VARIES 31/2"(min.).-4
<br />-i M' —I I Ilk
<br />1 (2) #5 CONT. 411 'T� 1111�_�i ter r r 1' 8; (2) #5 CONT. 41 I I-7T�—�4 rrr III811
<br />GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL MIN.STEP
<br />TYPICAL BEARING WALL STEP SHEARWALL C Cc� CC
<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. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12"O/C FIELD,
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH --� TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X„ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />-SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. CONNECTIONS.
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />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 />(12)10d NAILS U.N.O.
<br />2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302,11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS
<br />IFNOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />INCLUDE THE WALL
<br />6x6W1.4xW1.4 6x6W1.4xW1.4
<br />WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH
<br />�31/2" MIN.
<br />a e ►---
<br />III
<br />III I,
<br />Ml_ Wl•T 1/2"(min.)-4"
<br />r-�T - --
<br />-1T� 31/2"(min.) - 4" =�— —
<br />I
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3
<br />Goy,, .
<br />QGS•�\E�SIv
<br />Zx STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 10 M 0 s
<br />LOAD BEARING OR11 INSULATION PER FBC AND ENERGY �/ co`� 2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT v INTERVALS NOT EXCEEDING
<br />2x BLOCKING HORIZONTALLY APPLICATION NOTE:
<br />1"x P@ STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />.T. STUD. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" SEE SECTION ClS3 FOR 10'-0" (R302.11)
<br />#5 VERT
<br />v 1V-0" (R302.11) ADDITIONAL INFORMATION
<br />SEE CC/S3 OR N 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 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />11 PLATE WASHER TYPICAL ��
<br />(IF NO UP LIFT ON @ 24 O.C. VERT. OR 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 />(6) 1/4"x3 1/4" TAPCONS 3500#, MIN, TENSION 2600#)
<br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24' MIN. LAP] SPACE ANCHOR
<br />*SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N
<br />w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR
<br />r 2x P.T. PLATE w END OF 2' x PLATE WWF OR FIBERMESH M E
<br />TYP. PER MFR INSTRUCTIONS
<br />ASSUMED FINISHED #3 OR #4 REINFORCING BAR v
<br />s - D D GRADE 40 MIN. Fy= 40ksi a a
<br />GRADE c� ° D #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] � m
<br />FINISH GRADE a.
<br />MONO OR STEMWALL ? — — _ A D• 25' MIN. LAP [30" MIN. LAP] g
<br />FOOTING MONO SHOWN TT
<br />- w �[_ �_— — • — — —�—I
<br />FOR CLARITY 00
<br />6 MIL VAPOR BARRIER I III D o ° I�1 I = 1=1 i 1=_ °O R 1 7/8„ LU
<br />i-
<br />11 I ICI-1�—��, N z #5 REINFORCING BAR _II PIN if,
<br />II I =I�I _
<br />z I I l i-1 I I-1Tf=1�= #5 LAP SPLICE III -I I C=1 I iTf- I I II I f-
<br />I 111-TI f=1 I I=I I=1 (2) #5 CONT. 111T111 I, , I hI fT,
<br />NOTE: = - a I —I l II—LII--I i I'' I' 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS
<br />*FOR BEARING WALL �'I COMP. SOIL. (COMPACTED TO —1I D _ 811 11411 811
<br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM �T—III—( II--II� 1=) I I—III=I'' 10" (TYP')
<br />D1557) I �I ' i'�rl It i tTt i t I rr i t i
<br />4" 11-4." #6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S`
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"
<br />° ° ' d GRADE _
<br />00
<br />III III Jill_ I--NH.I —III—� I I —I I"" ' I' lI 1 I,! ' 1'
<br />— --11 1_1 I = I 1=1 I I =(1) #5 REBAR w/ OPT.
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE rL
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />//—O.H.D. RECESS
<br />CV '
<br />M
<br />44
<br />' � I —III
<br />••a' � • t '.•
<br />'
<br />SEE A/S3 OR J/S6 -I � t l
<br />T"II I
<br />, II I=
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1'4" (1 STORY)
<br />V-8" (2 ST
<br />RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />21, HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-01, J CONT. BEAD SEALANT
<br />— ' •' ¢ INTERIOR
<br />d d d A.
<br />-3 1- _ /
<br />V
<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 />00 -
<br />h
<br />M 6 MIL VAPOR I1 I =I
<br />II�I1�=� f1f
<br />BARRIER=II�—j-II� II=���rrrjjjII�IfT
<br />�IIIII � I�II�1��
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />G
<br />SCALE: 3/4"=V-0" S3 SCALE: N.T.S, S3 SCALE: 3/4"=1'-0" S3
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.)
<br />AT 24" O.C. MAX. FOR TRUSS -
<br />SEE PLAN FOR X CONNECTION INFO
<br />TOP OF BEAM & LAYOUT DESIGN
<br />SEE ROOF PLAN c — — — —° °
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2x4 #2 SYP P.T. FRAMING w/
<br />I I I I I ITI I�
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />i
<br />¢
<br />SCHEDULE
<br />SEE TYP, WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />W
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. rM
<br />CO
<br />SCALE:3/4"=1'-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 AT 8"
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />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 />-
<br />W/DRYWALL SCREWS @ 8"O.C•
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD �. a
<br />INSULATION PER CHART
<br />zo
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. Q '
<br />ON FLOOR PLAN
<br />w
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT, SEALANT
<br />¢
<br />>
<br />w/ MIN. (2) #5 VERTICALS
<br />0 z
<br />GRADE
<br />E
<br />?
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 i�t
<br />Ei Ei
<br />w
<br />SIZE AND REINFORCEMENT)
<br />C7LU
<br />, •
<br />WWF OR FIBERMESH �,
<br />BRICK PAVERS or SLAB PER
<br />? � two
<br />p o _
<br />�- v
<br />• •' • • z a
<br />°
<br />— — — — —
<br />0'-0"FIN. FLF�,�
<br />COMMUNITY SPECS
<br />" �
<br />-
<br />- -
<br />-
<br />CLEARANCEFOOTING
<br />SEE
<br />PAD REINFORCEMENTJ 3" MIN.
<br />D. SCHEDULE)
<br />SCHEDULEFOOTING WIDTH
<br />CONIC. PAD INFO.
<br />SEE
<br />TAPERED d.�
<br />C=
<br />CV
<br />-.-
<br />® i W..
<br />21.
<br />co C"
<br />«. _ o-
<br />N A O a�
<br />N -d CV L
<br />N O W
<br />eq
<br />E L c
<br />a,
<br />C Ug is
<br />eo w a, sD
<br />� . u a,
<br />R
<br />� —.0
<br />N E
<br />o
<br />G�C.S �� • BcN
<br />�
<br />� •
<br /><r Or
<br />to
<br />IC
<br />., V
<br />tBllf�RR°0��y
<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. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
<br />W o-E
<br />Q U
<br />0
<br />0 00 N N
<br />xti"LD
<br />to M 0 v
<br />3
<br />,n JLL�- a
<br />U-,
<br />Z — D Y
<br />(p C � to
<br />5 W og�•- O
<br />W m
<br />J
<br />Z LO N
<br />00 z
<br />LL
<br />jA N J
<br />Z OU U o
<br />0)
<br />W ❑❑
<br />CD M �
<br />Z N �
<br />o�
<br />z
<br />z o
<br />J
<br />a.
<br />N
<br />th
<br />� z a
<br />N Ut 0
<br />�
<br />U
<br />O L_U(DIL/I o
<br />Ly N
<br />Lq
<br />U ai
<br />w m
<br />U o
<br />C
<br />o
<br />�
<br />w
<br />�
<br />M
<br />L
<br />Q
<br />Q o
<br />E U
<br />zo
<br />u"
<br />wi
<br />>m
<br />Z®
<br />OIL
<br />1�= N
<br />nc
<br />�o
<br />o E
<br />�a
<br />o
<br />�<
<br />�z
<br />�
<br />wa
<br />ww
<br />�J
<br />0<
<br />m J
<br />om
<br />�w
<br />'aw
<br />8
<br />o
<br />W
<br />US
<br />T i
<br />� >
<br />fn
<br /><
<br />S�
<br />Q O
<br />a z
<br />W
<br />r ~
<br />o
<br />w
<br />i
<br />M
<br />V
<br />w
<br />°
<br />d
<br />zl¢
<br />NO
<br />J
<br />> Lo
<br />Om
<br />d'
<br />T
<br />M
<br />CC Lo
<br />r—
<br />LO
<br />Y CO
<br />CL
<br />(n
<br />N,ry
<br />O
<br />�
<br />M
<br />N
<br />O
<br />T
<br />Q
<br />IN
<br />a)
<br />E
<br />i✓ M
<br />M �
<br />o
<br />Z
<br />E T—
<br />a
<br />E
<br />U _j Q p
<br />JOB
<br />NO: 23-06109
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|