|
V (1) ROW 2x BLOCKING @ MID
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2)
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-T.
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE. d
<br />2x P.T. PLATE 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 r
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH °o
<br />PITCH > 4:12 . 0 °
<br />(2) LAYERS TYPE I OR TYPE II
<br />A
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.=III-I I I I I III -I 11=1I I ; '
<br />-I I I-1 I I- I 11-1
<br />REQUIREMENTS SEE R905. ' �- ° - - I
<br />PRE ENGINEERED WOOD -11,11 III -I
<br />TRUSS @ 24" O.C. U.N.O. ' I ,11-I I 1=1=II�11�=I I -11=1 11� I 12 1( �-1 I r
<br />@ EACH
<br />(TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ r I III
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />INSULATION LE SHINGLE ROOF
<br />7/16" O.S,B. MIN. SEE ROOF WALL W/OUT UPLIFT GG
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />SCALE: 3/4"=1'-0"
<br />SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3
<br />- INFORMATION.
<br />5/8" OR 1/2"HIGH ALUMINUM DRIP
<br />STRENGTH CEILING EDGE
<br />BOARD PER CODE OR 5/8"
<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 %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (OR / GYP. TYPE X @ 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 />8"x8"x16"NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW
<br />(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 />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/ (1) ROW 2x BLOCKING @ MID HGT. FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" 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 5/8"° x 10" "J" BOLT @ 24" O.0W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />.
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />r (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24"
<br />INCLUDE THE WALL
<br />A.F.F. O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH WWF OR FIBERMESH
<br />n MIN. 3
<br />° "
<br />31/2 _ 1/2 MIN.
<br />a Q ELEV. -0'-31/2"
<br />O d p
<br />a a ° A.F.F.
<br />a 2x4 CONT. a LL b _-r „
<br />a a a _ _ � �TLT-I 31/2' (min.)- 4 ° L TI=III='31/2"(min.)- 4
<br />Ia o a a a d `„ 31/2"(mina :'q,, I I -I I I I_. 1 III �I I I- 31/2"(min.) .4„ I =I_1 ITI I I
<br />GARAGE DEPTH VARIES
<br />_III-1T_I _ I I I=1 11=1 11 =1 I i I I 1=11 I I''" '' =I I I� III I I.-1 i =111=I I 111-L1F.I'
<br />II1111JIIIII ��,l�L I 11= 1 ;I 1,� I�I�� III-;111,� 11, 1-
<br />(2) #5 CONT. 4" 1. 4" 8" (2) #5 CONT. 4 ;1-4' I�8
<br />U.N.O. MIN. U.N.O. MIN.
<br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP CC
<br />SCALE: 3/4 -1-0
<br />S3 "SHEAR WALL" SCALE: 3/4"=V-0" �,S3") SCALE: 3/4"=V-0" �,S3
<br />I. ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA
<br />ABOVE WJDRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD.
<br />SCREWS 7" O.C. `-SEE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C o.M�N� zs 1 ROW 2x BLOCKING MID HGT.
<br />@ SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY coy` O @
<br />CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C:M.U. FORM SUBMITTED WITH PERMIT / FOR WALL HGT. < 8'-6". (2) ROWS
<br />NOTE:
<br />8"x8"X16" KNOCK -OUT APPLICATION 2x BLOCKING @ 3rd PTS FOR
<br />INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS SEE SECTION C/S3 FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2"PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE
<br />GYP. WB (MIN.) .GARAGE
<br />1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON N IL w/ SIDE IF APPLICABLE.
<br />8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" (10)10d NAILS
<br />NAILER BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA, EXPANSION BOLT @24 " O.C.
<br />(IF NO UP LIFT ON @24" O.C. VERT. OR 2x P.T. PLATE
<br />STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR
<br />6 1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/
<br />() 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) E
<br />*SIMPSON SP1 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />SPACED EVENLY N
<br />w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH
<br />"' 2x P.T. PLATE
<br />F I V?
<br />ARCHITECTURAL TYR c PER MFR INSTRUCTIONS o c
<br />FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0
<br />t* GRADE 40 MIN. Fy= 40ksi =3 a
<br />1x2 PT WD FURRING @ 24" O.C. GRADE �, o ° D' - z #3 & #4 LAP SPLICE -III= m ' ' I I-III-I11=711`
<br />FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] p •
<br />(1) #5 VERT. IN FILL MONO OR STEMWALL ° Z M , ,. 25"MIN. LAP (30" MIN. LAP] III 11=III-
<br />_ W ' I ;III -III I I=► ' ° • III I �L=1 f
<br />1/2" GYPSUM WALLBOARD=III-� - I III -III
<br />CELLS (SEE FOOTING MONO SHOWN o
<br />U.N.O. D °° oo _ _ w
<br />FOUNDATION PLAN FOR CLARITY ° � _ _ _ 6 MIL VAPOR BARRIER , � J. I i � e. . , ° � I I -I I I-11=I I =_ -' R 1 7/8" 11=
<br />FOR LOCATIONS) I -I I I I=III-III=� #5 REINFORCING BAR 1=1 TIE", I -I I I=III I- N z
<br />1x4 P.T. BASE NAILER ° i i =III-1 1=I I_I I I -I 1= z III I I-1 I I-1 I I-1I 1= I - '- #5 LAP SPLICE (2) #5 CONT: =1 I�„,III-111' , ,
<br />4°x4°INSPECTION ° po ° p = = I= = I= I- l I i III=III=1 I I=I I I-
<br />NOTE: - - ' ON 3" CHAIRS
<br />3 1/4" BASEBOARD PORT AT EACH * III=III III=1 1-III-)III COMP. SOIL. (COMPACTED TO III c ° ' I1=III= I I -III -I I 96° MIN. LAP [36" MIN. LAP] 8„
<br />FOR BEARING WALL I-1 I=I i - I I- T -I I - _ (TYP.)
<br />FILLED CELL TYPICAL _ _ _ _ -I 95%MODIFIED PROCTOR ASTM ' 1-1 I I I=I I1=III-1 I I=1 I I=1 I' 10"
<br />MIN. 2500 PSI CONC. SLAB Wf UPLIFT ONLY - - -- -1 I I III= I-FII= 1 I III=I�-,
<br />M AT GARAGE CONTRACTOR III=III-1 I=1 l-1 I I=III=1 I=III=1 1-1 III=III f=l 11-I I I I D1557) „-I, I III I .,-I
<br />MIN PSI MAY VARY PER cn =1 ( III -III -I 1-1 I -III 1 -111=III III i I III- 4" V-4" #6 REINFORCING BAR #5 STD. 90 HGOK
<br />MUNICIPALITY. TO CUT BLOCK OR POUR -I I-1 I,-ILl 11 it 11 I I 1„IT►-� 1 I -III- �- #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT rG
<br />W1.4X1N1.-+ WWF OR - DECO FINISH 4" to 6"
<br />"FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />BELOW GRADE S3
<br />SLAB INFORMATION.
<br />° - z
<br />° 00
<br />D I 6x6W1.4xW1.4
<br />° � 31/2" WWF OR FIBERMESH
<br />6 MIL VAPOR IIII I > ' I I =1 I = = z �- min.) 4"
<br />BARRIER -I D: p �• 4 I N ° a° d GRADE
<br />COMP. SOIL. ° O° _ _ _ - - -_ - - -
<br />(COMPACTED TO 95% TI I �_�_M I- - - = - _ - ° =1 '.III .
<br />MODIFIED PROCTOR - _ - _ - _ -(1 j #5 REBAR w/OPT.
<br />'=1 I= I (_,- I I= 1-11= I F-S-GREEN ENCLOSURE
<br />ASTM D1557) III, III"'
<br />3" MIN. CLR. I I I l i �
<br />(2) #5 REBAR CONT. V-4" (1 STORY 4
<br />ON 3" CHAIRS TYP. ) STD. 90 Fi00K (SEE
<br />U.N.O. 4" V-8" (2 STORY) DETAIL) MIN.
<br />TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3
<br />OPT: DEPRESS SLAB 5Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />14"
<br />PAVERS
<br />O.H.D. RECESS
<br />z
<br />TM
<br />00
<br />LI
<br />SEE A/S3 OR J/S6 , I
<br />I Mil
<br />I I11
<br />j11-
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1'
<br />4" (1 STOR
<br />) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'
<br />8" (2 STOR
<br />)
<br />GARAGE DOOR SLAB RECESS
<br />J.1
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION.
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br /><V '
<br />M
<br />a. I 60
<br />SEE A/S3 OR J/S6 -) I I I I II �,1� 111 I III
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4' (1 STORY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS J
<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 />GCr' SSG J�E�'t
<br />M
<br />SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3
<br />P.T. 2x 1/2" GYP, BD.
<br />" HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0° J CONT. BEAD SEAL4
<br />- ¢ INTERIOR
<br />A e
<br />4. -31_ /�
<br />a d..
<br />y.
<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 />� C
<br />E 11==�� I MUM,
<br />M 6 MIL VAPOR
<br />BARRIER -I u
<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. CONNECTION INFO
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />< '
<br />° •. - -
<br />TOP OF BEAM
<br />°
<br />° III-III-1_I F N
<br />SEE ROOF PLAN
<br />c - - a' : °. ° a ' A
<br />(2) HTS20 FOR STRUCTURAL
<br />r
<br />_-_-
<br />I III 11, ,TTT
<br />i M E
<br />BEAM SIZE &
<br />N ' I a III I
<br />CONNECTION INFO
<br />M - �' -
<br />2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 -I I „III=1
<br />MIN 7/16 O.S.B. SHEATHING FOR REINF. INFO. 8
<br />z ATTACHED PER NAILING
<br />w SCHEDULE OPTION #1
<br />= ¢ SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w 6x6 P.T. #2 SYP SLAB INFORMATION
<br />Uj
<br />o
<br />w
<br />ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />U)
<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
<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 />. .
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD _ �f
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING.
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT, BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />009
<br />GRADE a
<br />-
<br />FILLED SOLID (SEE PLAN FOR
<br />° 6 x 6 W1.4 x W1.4 N
<br />SIZE AND REINFORCEMENT)
<br />J c0
<br />_I I I_ a • =III=I I I_ =1'
<br />T WWF OR FIBERMESH T
<br />Y-0" FIN. FLR.
<br />BRICK PAVERS or SLAB PER
<br />SPECS
<br />z w
<br />� a- IJ p�_
<br />in
<br />"COMMUNITY
<br />a
<br />- w
<br />4'z
<br />Cr
<br />=)=
<br />w
<br />-1 FOOTINGv
<br />-I1-111
<br />II.; III
<br />III -III-' BEYOND
<br />IIII
<br />illll-
<br />IIIII ;
<br />, .
<br />PAD REINFORCEMENT
<br />iiIllTlllli llll
<br />,II
<br />3" MIN. CLEARANCE
<br />: ' L
<br />•..• .
<br />SEE SCHEDULE
<br />CONG. PAD INFO.
<br />SEE SCHEDULE
<br />INTERIOR .: - .:-TAPERED
<br />COLUMN FRAMING cc�
<br />PATIO . rN
<br />.l
<br />ow
<br />QO
<br />°FLU
<br />OES5t0``
<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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />U
<br />pt;
<br />ap 00
<br />V (} N N
<br />ft
<br />o
<br />00 '= N J # W
<br />LL
<br />MM MW N
<br />® a a
<br />�LLLL
<br />a ro � C)
<br />• a 7 m m m
<br />W U) Joe
<br />N Cl) Z U 0 J
<br />Z °"
<br />❑❑❑
<br />W
<br />Z N 0
<br />�o
<br />N
<br />z cE3
<br />z � �
<br />Q.
<br />M
<br />� z
<br />wLU =
<br />U
<br />0 LLJ
<br />N
<br />I.1.1 J
<br />0 - - E
<br />I
<br />I
<br />i�
<br />u o
<br />o
<br />W
<br />M
<br />M
<br />z ¢
<br />o
<br />Z
<br />�
<br />J
<br />E
<br />z o
<br />o
<br />ze
<br />E UU
<br />cu
<br />K Q
<br />u o
<br />�U
<br />o E
<br />06 N '�
<br />a
<br />�z
<br />1)L <❑
<br />U<
<br />wz
<br />in
<br />-
<br />"
<br />mO
<br />ou
<br />05
<br />J
<br />m
<br />a"
<br />W
<br />zz
<br />0)o�d
<br />go
<br />manQ 3
<br />V
<br />w�
<br />wdo
<br />a
<br />NF
<br />?�
<br />NW
<br />o�
<br />o
<br />w
<br />a
<br />d
<br />o<
<br />°
<br />=N
<br />0
<br />=
<br />`
<br />> d"
<br />J
<br />�
<br />W
<br />..r c
<br />c
<br />N
<br />U
<br />C�
<br />m
<br />T
<br />0.)
<br />=
<br />r-
<br />r
<br />�
<br />T LO o
<br />LO
<br />r
<br />i d M
<br />CV
<br />r-
<br />�;
<br />f0
<br />M .-
<br />=j N T
<br />o
<br />z
<br />Z
<br />E O .-
<br />E
<br />U -j Q p
<br />-j
<br />JOB
<br />NO: 20-8075
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|