|
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.) VARIES
<br />INSU
<br />5/8" OR 1/2" HIGHS
<br />STRENGTHCEILING
<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
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />5/8"OR 1/2" HIGH STRENGTH '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF `TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />s „ „ „ 5/8 OR 1/2' HIGH STRENGTH „
<br />(U.N.O,) (OR / 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) GARAGE
<br />.) (OR %" GYP. TYPE O @ 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
<br />CONNECTIONS. ABOVE) CONNECTIONS.
<br />816" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />/-2x BLOCKING HORIZONTALLY@ (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 />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O.
<br />@16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />—FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 21 PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"
<br />1/2" GYP. WB (MIN.) @GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR
<br />—PRE ENGINEERED WOOD APPLICABLE. �, 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN
<br />AND 12" O.C. FIELD
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,� EDGES, @ @
<br />HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE SLAB &BLOCK IMPSON SP1 w/ (10) 10d NAILS "SIMILAR , T FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS
<br />� @ `-'"° x 10" "J" BOLT @ 24" IF NOTED, THIS REFERS TO THE
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) `'' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />—MOISTURE BARRIER D ° A.F.F. O.C. 0R 5 10 WEDGE ANCHOR 2' x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4
<br />—SHINGLE ROOF, SHINGLES TO a _ @ 'C� x F OR FIBERMESH T WWF OR FIBERMESH
<br />INCLUDE THE WALL
<br />MEN S
<br />BE IN ACCORDANCE w/ ASTM �I I=I I=) I =I m . ' ' I I=III=I I �L- 4 ? 0 3 1/2" MIN. ww H 3 1/2" MIN. _
<br />_ _ _ I ELEV. -0-3 1/2 ,
<br />-III—I I —III I _ >
<br />D7158-CLASS G or H, or ASTM I=III=1 •II O '—
<br />D3161-CLASS F, IN T= ° — I - 2x4 CONT. A.F.F.
<br />_I I �-1 � I III=1 _ _ _
<br />ACCORDANCE w/ TABLE III =1 1=III=I 1=III=1 I=III=I I �I I �I I �I I r o - p 6 . ' ° ° T(�� 13 1 /2"(min.)- 4" D b ° = 1=f f �r 1/2"(min.)- 4"
<br />R905.2.6.1, FLORIDA BUILDING '-III III=1 I {=I I=1 I I I �I I III I I r I I ' "' — — ° r=1T—J�_Ir 00 _ — — —
<br />CODE 7TH EDITION (2020) =1 I II I (I it i lI I I II I I II I) II I GARAGE DEPTH VARIES 31 /2"(min. - 4"=I — I I=� 31/2"(min.) - 4"=1T_I=1 I I --� LmTI I I_
<br />RESIDENTIAL 8 I ( I
<br />� I� l I —I 1�j11=1 11=1 I I I l III =Ir I =ff r=I I 1�1=I I 11 I Tf=_1Tf
<br />ROOF SHEATHING - SEE I I— TI i —I I
<br />SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4" T V.4" $ (2) #5 CONT. 4,; i ►�—III "'8„
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MI SHEARWALLrc TYPICAL BEARING WALL @ STEP CC
<br />ELEV. VARIES41ilk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3
<br />f
<br />\-ALUMINUM DRIP
<br />EDGE co°�s
<br />ALUMINUM FASCIA
<br />L2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />-SEE STRUCTURAL 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. M
<br />SOFFIT SHEET SS
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS.
<br />STUDS 2x @ 16" 0/C
<br />�M� s
<br />M o
<br />8"x8"X16" KNOCK -OUT
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />CON
<br />BLOCK W/ 1#5 CONT.
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />FILLED SOLID W/GROUT
<br />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />-8" C.M.U. TYPICAL
<br />SEE CC/S3 OR
<br />cv
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16"
<br />°�
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />BOLT INFO.
<br />5/8"1 BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />TYPE "S" MORTAR
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />-ARCHITECTURAL
<br />FINISH
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/41 1/4" TAPCONS
<br />SPACED EVENLY
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2X PT PLATE
<br />20" MIN. LAP [24"MIN. LAP] #5 REINFORCING
<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"1 INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />co AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />Cn
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />Ill
<br />a- NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />=
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />d-
<br />CV
<br />IT 1Tf—i
<br />°°
<br />M
<br />D
<br />6 MIL VAPOR T D I I=1
<br />I T :-
<br />BARRIER III
<br />COMP. SOIL,I
<br />(COMPACTED TO 95% =I I I =III I=
<br />MODIFIED PROCTOR T I I I [T=TTT=1 I B
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT. V-4" (1 STORY)
<br />OCHAIRS TYP.
<br />STD. 90 HOOK (SEE
<br />4„ V-8" (2 STORY)
<br />U.N O
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />S3
<br />OPT: DEPRESS SLAB 5Y"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE PAVERS SLAB 14,E O.H.D. RECESS11iz
<br />--
<br />�TI I � I . �d. •, 4„
<br />• III T
<br />AE I F
<br />I
<br />SEE A/S3 OR J/S6 I I I Ili I,
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'
<br />GARAGE DOOR SLAB RECESS Ki.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />w/ (10) 10d NAILS
<br />N
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR —�
<br />TYP
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />,..
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />'
<br />GRADE
<br />Z_
<br />#3 #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />MONO OR STEMWALL—__.D
<br />Z
<br />M p
<br />FINISH GRADE °O g
<br />25" MIN. LAP 30"MIN. LAP][GRADE 60 MIN. Fy= 60ksi]
<br />[
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />O°
<br />6 MIL VAPOR BARRIER I I? D °
<br />°.
<br />— -
<br />I I=1 I I==I I =_ °°
<br />14
<br />R 1 7/8"
<br />-
<br />1
<br />TI—� j=�=.
<br />#5 REINFORCING BAR
<br />ffTl I11 II I I� 04i5
<br />I AP .RPI Ir F=
<br />NOTE: I I II I �11II,,El
<br />*FOR BEARING WALL r COMP. SOIL. (COMPACTED TO
<br />W/ UPLIFT ONLY - 95% MODIFIED PROCTOR ASTM I r= I I=1 I I=I I=1Tf=I 11= =1 l
<br />D1557) I I I I I II I I I Ill l—
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR
<br />FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S`
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />°
<br />#5 REBAR w/ OPT.
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13 O.H.D. RECESS
<br />r°' ..
<br />a .
<br />•
<br />°
<br />" 111=1 I � 11
<br />60
<br />,
<br />1.4,
<br />—
<br />111=WiLir1
<br />SEE A/S3 OR J/1 , Ill
<br />—
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />V-4" (1 STC
<br />RY)
<br />V-8" (2 STC
<br />RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S3
<br />ADDITIONAL INFORMATION.
<br />P.T. 2x 'r 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" J CONT. BEAD SEALANT
<br />♦ °' ` Q INTERIOR
<br />♦ n
<br />A °. -3 1/2"
<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 />ao E
<br />'-I I EzI
<br />M 6 MIL VAPOR
<br />BARRIER - -` 1L zzI
<br />' = 11=1 I I�I II
<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 SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<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 />a BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />W D
<br />U
<br />A .
<br />� � T III —III
<br />w I_,IT_I=1I III °
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS F
<br />SCALE: N.T.S. S3
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN
<br />AT 24" O.C. MAX.FOR TRUSS
<br />SEE PLAN FOR �T- CONNECTION INFO
<br />TOP OF BEAM &LAYOUT DESIGN
<br />SEE ROOF PLAN �
<br />(2) HTS20 - FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />w
<br />SCHEDULE
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />2X STUDS @ 24" O.C. U.N.O.
<br />o
<br />SEE DETAIL 16/D1 FOR
<br />w
<br />LU
<br />COLUMN SIZE AND BASE
<br />CONNECTION INFO.
<br />SECURE 2x4 P.T. BTM, PLATE
<br />w/ 1/4"x3" TAPCONS
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />ON FLOOR PLAN
<br />w
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT
<br />a
<br />j
<br />w/ MIN. (2) #5 VERTICALS
<br />>
<br />_j
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 r
<br />o
<br />w
<br />SIZE AND REINFORCEMENT)
<br />r WWF OR F►BERMESH C-0
<br />CO
<br />BRICK PAVERS or SLAB PER
<br />° °
<br />— —
<br />0'-0" FIN. FLR.�
<br />COMMUNITY SPECS
<br />iooro � � rrrr�rrrrr
<br />o.�000. r r ,.•o,•o-o�•oo�•
<br />Ito] kh
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<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 />6x6W1.4xW1.4 N _
<br />WWF OR FIBERMESH �, E
<br />-� T T o
<br />II II�II� .M. r
<br />(2) #5 CONT. =1 II I I,TJ I I, IF I I I, , , I
<br />ON 3" CHAIRS
<br />(TYP.) 8" 1'-4" 8"
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=1'-0" S3
<br />VARIES
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />IWWF OR FIBERMESH
<br />SEE A/S3/J/S6 —` T T I'— 8„
<br />FOR REINF. INFO. 1 l
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION. �'
<br />SLAB STEP & RECESS as S.G.D. / M
<br />SCALE, 3/4"=1'-0" � S3
<br />MASONRY WALL AND —
<br />PAD FOOTING
<br />8" MASONRY WALL .^
<br />EXTEND FILL CELLS c
<br />TO FOUNDATION PAD _
<br />CONT. FOOTING STEEL MAT REINFORCING. r '
<br />00 GRADE M
<br />w
<br />z = • w
<br />O • • • • _ z Uj Q
<br />LL � Cl) Q
<br />FOOTING v
<br />BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. �S�3_
<br />r7
<br />CII
<br />C=
<br />N
<br />cn
<br />c�a
<br />o :0
<br />� W
<br />C CN
<br />Co
<br />'C X
<br />N tD ® i
<br />N Q 1C
<br />Q d N Y
<br />3 � d
<br />E
<br />cz
<br />R T
<br />C E
<br />o.
<br />ti
<br />M
<br />C'V
<br />0
<br />CV
<br />0
<br />M
<br />O
<br />t`lAB1l:EP��o
<br />0d�
<br />Lcz 1Aik
<br />•
<br />k �� E I•
<br />R�lo 47 0 •�
<br />a�
<br />J
<br />il •
<br />�}
<br />-0. STAfE ``lF
<br />;_,
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within
<br />these
<br />drawings comply with the 2020 Florida Building Code
<br />-
<br />Residential 7th Edition. Engineer's signature and seal
<br />is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
<br />W
<br />W E N
<br />Q O N No v
<br />N. 6 J
<br />® .�
<br />'6
<br />O �' a- d
<br />cYNi
<br />a J LL LL: � Lu
<br />t9 o
<br />i O z
<br />Z m-
<br />t ca v p
<br />0
<br />o
<br />W G
<br />N (O m 0
<br />W o2- d -' m
<br />� °' °'
<br />r
<br />WW1 J W
<br />Cl) Z 00 O ~
<br />V N � < aoo
<br />Z
<br />W
<br />z N (o
<br />- o
<br />z N
<br />Q � a
<br />a_
<br />cn z c
<br />O W g
<br />N Cv N
<br />U
<br />W
<br />J
<br />-
<br />t 8
<br />I
<br />!
<br />z
<br />o �+
<br />UIN
<br />N
<br />o
<br />CIDw
<br />z
<br />U_
<br />E E
<br />o
<br />Co U
<br />z o
<br />go
<br />pLL
<br />,m
<br />QN
<br />za
<br />oa
<br />rd
<br />g
<br />�°
<br />-
<br />O E
<br />q
<br />o
<br />o Q
<br />0
<br />�z
<br />,- C
<br />p
<br />J
<br />7
<br />Q p
<br />m O
<br />0Z LL
<br />m J
<br />¢ 10m
<br /><w
<br />1 z
<br />�
<br />8.,
<br />go
<br />W
<br />c8
<br />�• 3:
<br />m
<br />oLL
<br />ao
<br />az
<br />m w
<br />r�
<br />M
<br />�
<br />oQ
<br />d �
<br />O�3
<br />�0
<br />0
<br />=
<br />m
<br />> U—)
<br />N
<br />L.L
<br />m
<br />N
<br />r
<br />CO
<br />N00
<br />o
<br />Ln
<br />^
<br />Y 0
<br />N
<br />L O
<br />ate-+ L
<br />O
<br />M
<br />4
<br />M
<br />O
<br />m
<br />N
<br />Ln
<br />r
<br />O
<br />Q
<br />T
<br />M
<br />E
<br />(0 c j
<br />T
<br />0
<br />Z
<br />m
<br />z
<br />D iii
<br />E M
<br />M
<br />a
<br />U _ Q 0
<br />3
<br />JOB
<br />NO: 23-02469
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />- --
<br />I Ill '� �� T—, I _ -- --- _�_ I I a It I i i It, M I i ui i,r. w 1". , 1 11� ri, i I
<br />
|