|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIES /
<br />INSU
<br />5/8" OR 1/2" HIGHS
<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
<br />INSULATION PER
<br />CHART ON FLOOR /
<br />PLAN - J/
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />J
<br />2x #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P,T. PLATE
<br />„
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />mom
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5 „ „ „ 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 />ABOVE)
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH
<br />SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW
<br />(12)10d NAILS V2"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 1 ROW 2x BLOCKING MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/
<br />@ (1) ROW 2x BLOCKING @MID HGT, FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6".
<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 />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"'
<br />SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C.x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL
<br />A.F.F. O.C.) 2r,x 6 W1.4 x W1.4 ATTACHMENTS 2-
<br />CVW1.4
<br />WF OR FIBERMESH WWF OR FIBERMESH
<br />z 31/2" MIN. 31/2" MIN.
<br />ELEV. -0'-31/2" z
<br />A.F.F. o ' ° ,' ° . --�-►-
<br />LL
<br />e ° 11--I I 1=I I hI'31/2"(min.)- 4" D ° ' ( I I=1 I I -I 11= ' 1/2"(min.)- 4"
<br />31/2"(min. - 4" { {=III I -III III -III- 31/2"(min.) - 4'" :If III _I-
<br />-1
<br />-1 I =1 I I I I 1=1 11=1 11=1 I I III -I I_I I'' '' =1 11=1 I I I I=1 I �I
<br />II- -11 ; ICI iIIII„I ,;,III='' al-141 I81-'
<br />(2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT.
<br />U.N.O. MIN. U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrC
<br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
<br />coy" • �'�
<br />SIV,
<br />eos�
<br />EE SOFFIT A SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ��N�M�Q 5
<br />SHEET 2x STUD \ / �o c�N� 1 ROW 2x BLOCKING MID HGT.
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY �' c©`' O @
<br />8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /'
<br />FOR WALL HGT. <: 8'-6". (2)
<br />NOTE: ROWS 2x BLOCKING @ 3rd FITS
<br />BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FOR WALL HGT. > 8'4'.
<br />FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 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 METAL LATH. FIRST 2 LAYERS 3!8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />8" C.M.U. TYPICAL BOLT INFO, 5/8"'x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O,C.
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE
<br />5/8x 6EPDXY BOLT OR SIMPSON SP1 w/ 10 10d NAILS EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR
<br />" "
<br />TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ ( ) °� 3500# MIN. TENSION 2600#)
<br />*SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR _E
<br />2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />SPACED EVENLY FIBERMESH a �� T =
<br />w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR F END OF 2 x PLATE WWF OR FIBERMESH
<br />TYP. 2x P.T. PLATE LU
<br />ARCHITECTURAL c PER MFR INSTRUCTIONS 0
<br />FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR uj
<br />0
<br />1x2 PT WD FURRING @ 24" O.C.--� ° GRADE N d ° D D z #3 8c #4 LAP SPLICE GRADE40MIN. Fy=40ksi ° _ _
<br />'- p FINISH GRADE °� [GRADE 60 MIN. Fy= 60ksi] a -11 I 1=III-1 I I • p ..D ' I I=i I �I I I=III;
<br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° M _ _ -0 D 25" MIN. LAP [30" MIN. LAP] -11� I I -I I I I III -I I i-III-
<br />''-111=I - I - W ' I ;,I! I� 111 I 1=1= D ' ° • III I I-III-1 I II;
<br />U.N.O. CELLS (SEE FOOTING MONO SHOWN o p o � w{-
<br />FOUNDATION PLAN FOR CLARITY ° 00 6 MIL VAPOR BARRIER i I I III p n. ° I1-I i I=I I I=I I(=; R 1 7/8„ `D
<br />FOR LOCATIONS I (-III- I III-) I I- I, I I I I { I I -I I -I I I -I I M. #5 REINFORCING BAR
<br />p p o ° o - _- --- N z r =1 I I -III -III I I- I I LI I- '
<br />1x4 P.T. BASE NAILER 11 1=1 11 I=111- z I I I ° I I-�=1I1=III' r #5 LAP SPLICE (2) #5 CONT.
<br />4°x4° INSPECTION � � ° = =III=1 -III- = I � I I • I -' "-�_-1T1-I -
<br />31/4" BASEBOARD PORT AT EACH NOTE: g ° 1 I -I 11-1 1-I I-11-11I= N D �- - - t (T 3" CHAIRS
<br />III ° . I I=1 I I III-{II=T 36" MIN. LAP [36" MIN. LAP] g 1 g„
<br />COMP. SOIL. (COMPACTED TO _ __ (TYP.)
<br />*FOR BEARING WALL _ -I ° I- LI=III-III=III= I1=III = I' 10„
<br />FILLED CELL TYPICAL - 1- (-III I_ I- 95 /o MODIFIED PROCTOR ASTM
<br />MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY - - I i I-1I1-III-III -�
<br />co AT GARAGE CONTRACTOR 1=1 1-Ill-I 11 1 (=1 I (11=1 {-I 1 f-I 1 1-1 1=111 I ( (� I I D1557) I I-111 t,1 r-I 1 I -I I!- #6 REINFORCING BAR #5 STD. 90 HOOK
<br />MIN PSI MAY VARY PER cn -III-1 1-111 III-11-LI 1 I- 1= -=11=11= 1=1 -1' 4„ 1'_4"
<br />MUNICIPALITY. TO CUT BLOCK OR POUR -III-t l_-1T1„I i 1111IT11 11 i 11 1 1 1T1-i 1 l-1 1- - #s LAP SPucE TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />W1 4XW 4WWF W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS rF
<br />WALL W/ UPLIFT G
<br />W1.4XW1.4 WWF OR -
<br />"FIBERMESH" DECO FINISH 4" to 6"
<br />BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />E SLAB INFORMATION.
<br />ce, _ =1 I' r ° °D i 6x6W1.4xW1.4
<br />D0031/2" WWF OR FIBERMESH
<br />6 MIL VAPOR D I - I = = z_ min.) 4"
<br />BARRIER - I D, p 4 a'
<br />CN, ° ° a GRADE
<br />COMP, SOIL.( 1 - r -
<br />(COMPACTED TO 95% III (III I I Ii Il I III [
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT. V-4" (1 STORY)
<br />ON 3" CHAIRS TYP. STD. 90 HOOK (SEE
<br />U.N.O. 4" V-8" (2 STORY) DETAIL)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" =1'-0" S3
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT, FOR WALL HGT. <- 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd FITS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
<br />PITCH > 4:12 D °
<br />(2) LAYERS TYPE I OR TYPE II 1°
<br />(#15 OR #30) UNDERLAYMENT -III
<br />FOR ROOF PITCH 4:12 OR LESS. -
<br />I I=1 I► -I I �I I -I D • 11=1 11=.1 I I-1 I l ,►'
<br />PRE ENGINEERED WOOD ' I-1 L (=III _-
<br />'� III -III -I I -I I I=1 I I -I I I-1 I I-III-III-1
<br />TRUSS @ 24" O.C. U.N.O. I 111=III=1=III I I I -I { I I I I I'
<br />HURRICANE ANCHOR @ EACH
<br />TRUSS (SEE UPLIFT SCHED.) W/ 8 _I I"'IIIIITIII II II11=
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT 6G
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3
<br />- ELEV. VARIES INFORMATION.
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />�12..N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />OPT: DEPRESS SLAB 5Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE PAVERS SLAB 14" O.H.D. RECESS z
<br />M z
<br />-III =1 I_I=1 I • .'•: ' -. ` :. - _
<br />a .. 4" 11 0
<br />-III- I •�. �; � 1 11=
<br />I� II •.•���., III_(
<br />I III -III II 11=
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. MIN. CLEARANCE
<br />1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />° -1 11-1 1 1-1 1 1-1
<br />_ -(1) #5 REBAR w/ OPT.
<br />11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" IIIS3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />CV '
<br />M
<br />r p �
<br />.4
<br />I -
<br />_ ] o0
<br />4 • �• 14�111 r
<br />SEE A/S3 OR J/S6 I I I I I IIII 1T I 1� IIII`
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=1'-0" �S3� SCALE: N.T.S. �S�3 SCALE: 3/4"=1'-0" S3
<br />P.T. 2x 1/2" GYP. BD.
<br />2" HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0010, J? CONT. BEAD SEALANT
<br />INTERIOR
<br />° � a -31_ l2" _h
<br />•,
<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 />44
<br />a
<br />00 E -
<br />,
<br />co 6 MIL VAPOR -
<br />BARRIER - I Ti t'I =1 I-1 1==1 11=III=1 l
<br />III -I =1 -III=1 I I -I I -
<br />_III ,,IIIIIIIIII;IIII, I '-
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0" S3
<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 />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />°
<br />AT 24" O.C. MAX. x x x CONNECTION INFO
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />a -
<br />TOP OF BEAM
<br />__
<br />1I1=11I III; r
<br />SEE ROOF PLAN
<br />c _ _ _ _ -� °' n v : a
<br />(2) HTS20 FOR STRUCTURAL
<br />r
<br />�, IIII-I I hIII
<br />BEAM SIZE &
<br />IIII °'
<br />CONNECTION INFO
<br />co 8
<br />1
<br />2x4 #2 SYP P.T. FRAMING w/
<br />I I III-) 11�11 hLJ '
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE AlS3/J/S6 SI
<br />�' 8
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />0
<br />SCHEDULE
<br />=
<br />>
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />6x6 P.T. #2 SYP
<br />SLAB INFORMATION.
<br />J
<br />Uj
<br />o
<br />w
<br />ABU66
<br />SLAB STEP & RECESS S.G.D. 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 />w/ 1/4"x3" TAPCONS AT 8"
<br />MASONRY WALL AND
<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 />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />FILL CELLS
<br />W/ DREXTEND
<br />SCREWS @ 8"O.C-
<br />TO FOUNDATION AD _E
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL MAT REINFORCING. �' '
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT. BEAD SEALANT
<br />-
<br />w/ MIN. (2) #5 VERTICALS
<br />00 z GRADE a
<br />-
<br />�.,
<br />FILLED SOLID (SEE PLAN FOR
<br />_ _ = a a
<br />6 x 6 W1.4 x W1.4 i�1
<br />SIZE AND REINFORCEMENT)
<br />0 � III- 11 a • I= - III -I'
<br />WWF OR FIBERMESH '-
<br />M
<br />z w=-III- III l I -III- w
<br />f- a w I - I 1=III=1 I I- z
<br />°
<br />a a
<br />BRICK PAVERS or SLAB PER
<br />=III
<br />v = • • •
<br />ao�111=1 a 18' �a
<br />COMMUNITY SPECS
<br />U)-- - - -
<br />°4, - SEE FOUNDATION
<br />CONIC. PAD INFO.
<br />•.
<br />TAPERED COLUMN FRAMINGKGD�12
<br />SCALE: 3/4" = V-0"
<br />I �-I -III-III-III-III I I -I 11-1 I I I; FOOTING
<br />III III -III -III -III -III III=1 1=1 I I_
<br />I=1II i ll 11 1 11� � 11 I I, I I =III , ,III 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. S3
<br />FF
<br />Cr)L2
<br />_ CD
<br />Q
<br />04
<br />z
<br />t� z
<br />Q) U,
<br />4--J LU
<br />,U
<br />0 w
<br />Ln
<br />�
<br />o0
<br />°-o
<br />L1J E
<br />i�
<br />- 8
<br />N M
<br />Cn M
<br />N-'00 M
<br />_ai
<br />Ooo
<br />f l y
<br />\{
<br />< o
<br />L LL 00
<br />CL
<br /><C
<br />rn o
<br />Q v
<br />rn Q c
<br />AlI
<br />8 D.
<br />N C B D C
<br />Nv
<br />1
<br />O
<br />0 to O Mao M oNo
<br />Z LU
<br />LL M� z
<br />W co =- w
<br />�mU-o
<br />°
<br />W V
<br />=Nm =
<br />o
<br />o r`
<br />LL
<br />16
<br />` M �� 1:1
<br />c
<br />f7
<br />ti nA
<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 2017 Florida Building Code -
<br />Residential 6th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607
<br />www.LennarTampa.com
<br />oZ
<br />0
<br />�o
<br /><a
<br />Cn
<br />z
<br />U�
<br />z O
<br />_
<br />Q
<br />U
<br />ouQQ
<br />W
<br />nwZ
<br />�aoW
<br />Q
<br />C)Eo
<br />N
<br />^
<br />J
<br />U lu
<br />Co�o
<br />11
<br />J
<br />zo
<br />U
<br />W
<br />z
<br />g
<br />C:
<br />CL
<br />L
<br />Z
<br />-�
<br />Ln
<br />0
<br />o
<br />z
<br />O
<br /><
<br />J W
<br />Q 9
<br />002E
<br />op
<br />o
<br />z
<br />aUE
<br />�O
<br />-'
<br />�
<br />izm�
<br />O
<br />VO�a
<br />�a��
<br />ww¢
<br />�
<br />Q
<br />�oLuo
<br />Z
<br />Z
<br />t-i
<br />o'C'o2:LL
<br />WW a g
<br />J�--�
<br />Lij
<br />= '<W o
<br />gQo
<br />N
<br />¢
<br />z
<br />L �i
<br />tu
<br />a o 0
<br />4z
<br />W
<br />z
<br />rn
<br />.-i
<br />a
<br />cn
<br />o
<br />SCALE : AS NOTED
<br />DATE : 08/08/2019
<br />TECH: FM
<br />VERSION NO 3ol
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|