|
2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />1Y-0" (R302.11)
<br />16d TOENAILS T & B
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD
<br />APPLICABLE. ,
<br />d
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/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"
<br />`�'
<br />6 x 6 W1.4 x W1.4 T
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH co
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />P °
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />— I I=1 I=1 1=1 m 11=1 i=I 11=1 11= 9
<br />I. i I I I—III=1 I I I III —I 11=I I -
<br />1-1 �I 11=1 11=1 I
<br />I
<br />D3161-CLASS F, IN
<br />' I =1 I =1 I I (—� ° — —1 Ii11
<br />12
<br />ACCORDANCE w/ TABLE
<br />I —I 1=1 I I —I I I —I I —I I —III —I 1=1 I I —III —_I
<br />(TYP,> VARIES
<br />R9o5:2.6.1, FLORIDA BUILDINGII
<br />CODE 7TH EDITION (2020)
<br />I III II II II II II 11 I II II �I I II II `I
<br />I =1,[TI—ITI IT18,r1 i
<br />8„
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULATION LE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rG G
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<br />_ FI FV VARIFS/Ai
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />GYP. TYPE "X" @GARAGE
<br />W/A HABITABLE ROOM
<br />12" .N.O. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />CEILING & 8" O.C. WALLS
<br />8"&%16" 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 />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 />M 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 />WlAXW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />c
<br />- o
<br />co
<br />6 MIL VAPOR 11
<br />I
<br />BARRIER D: Q I IT
<br />D •�
<br />—I
<br />I 1I—
<br />N
<br />e
<br />COMP. SOIL. I III
<br />(COMPACTED TO 959/6 (l I ITIi
<br />I
<br />MODIFIED PROCTOR I 111 I I I ITI II I
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP. 1'4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O. L 4" V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = 1'-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 />O
<br />PAVERS .H.D, RECESS :q. z
<br />r"T 2
<br />-11 �1T�1111 I I 4 I 00
<br />111 —I I I— •�. 1—I I I-
<br />SEE A/s3 OR J/s6 III=„I 11 , 111 IJl 11=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1 " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1 418" (2 STOW )
<br />GARAGE DOOR SLAB RECESS J 1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. IIII S3
<br />ADDITIONAL INFORMATION.
<br />LOAD BEARING OR —
<br />EXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />w/ (10)10d NAILS
<br />TYP.
<br />MONO OR STEMWALL—
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />a❑
<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. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8
<br />"OR
<br />"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />s „ „
<br />(U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2) 12d TOE NAILS 5 BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP, TYPE „ X„ @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) 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 />(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 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />INDICATED ON THE PLAN, ATTACH (ALT: 1/2"x12" 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 />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10} 10d NAILS
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />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 />O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />@ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 A.F.F.
<br />z 31/2"MIN. WWF OR FIBERMESH 31l2" MIN. WWF OR FIBERMESH
<br />ELEV. 4-3 1/2" —
<br />A.F.F. p � � � °
<br />b' —I rr )
<br />° . _ I ==I 131/2 (min.)4-4
<br />- D LL
<br />I 1=1 1=1 11= 31/2' (min. - 4
<br />—I 11=—=-1Tf �—.:n-1-li,—rri-` — 1=1 I f=1Tl= '
<br />31/2"(min. - 4" III—T ° • _ 7TI=1 I I— 31/2"(min.) - 4" 11j—I I — y =11 I I I =_T-
<br />—I � I-1 I =1 f�
<br />�I 11=1 I I I I I-1 I -f 11=111 III —I I I T =1 I I-1 I I I I I=1 11=1 11=1TI� l�—III �
<br />;,III II,_III ,;,III- '11= I. IIT_IIIII,III,,II1='
<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 C
<br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" 0/C
<br />\ �N U
<br />,o M �\p 5
<br />INSULATION PER FBC AND ENERGY
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />\
<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 />C„
<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 />BOLT
<br />5/8"x6" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />@ K.O. BLOCK
<br />5/ 24" O.C. VERT. OR
<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 W14 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />SPACED EVENLY
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR —�
<br />T
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />PER MFR INSTRUCTIONS
<br />93 OR 94 REINFORCING BAR
<br />s
<br />GRADE
<br />\,
<br />, o o
<br />z_
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />Z
<br />ch
<br />C ° o
<br />FINISH GRADE °O
<br />2
<br />25" MIN. LAP [30" MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />°
<br />III
<br />° o °� o
<br />°
<br />_ oO
<br />6 MIL VAPOR BARRIER —1 I
<br />�—
<br />I
<br />I I
<br />u °
<br />° '
<br />11=1TI= I =1 I mu
<br />TI �_—
<br />O0
<br />T
<br />#5 REINFORCING BAR
<br />R 1 7/8 —�
<br />p D—II
<br />° D
<br />D
<br />_ _
<br />I -III III —III —III
<br />III—III—III=III-111—III= z
<br />— — —
<br />T
<br />I I
<br />I I
<br />o
<br />N
<br />1 I E ITI=TI f=111 111 T
<br />TI I—TI f-1n
<br />Z
<br />#5 LAP SPLICE
<br />° pD °-1 I —III —III —III —III —I I I • ° (—III 1 I L
<br />g III=III=III—III—III—III _I o
<br />COMP. SOIL. (COMPACTED TO _
<br />95% MODIFIED PROCTOR ASTM
<br />I I I=1 1=1 1=1 11=1 1=1 1=1 1=1 1=1 11=1 1=1 1=1 1=1 11=1 11=1 1=1 D1557) Il I �I ij� 11I I I111I I I, ,I 11 r 1I 1 111I 11=`
<br />—III=III—I =1 I=III—I 1=III=III=III=1 1=III=III=III=1 1-1' 4" 1'4'
<br />—I��—ITI-III-III,,,IIII�IIII���III,,IT,;,111,�;111=IfI-1Tl-
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD l TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4
<br />° 4 GRADE
<br />00
<br />— — a •
<br />c rTi-1Ti—I i r—rTi�I
<br />I I _REBAR w/ OPT.
<br />I = I1 11= I PSCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE KL
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13 O.H.D. RECESS
<br />N a - co
<br />Cl)C rr
<br />a,
<br />111=I I
<br />II�I�II� d •. li
<br />�11111 I I ?tl
<br />� NMI
<br />SEE A/S3 OR J/S6 -ILi I I II11 I , 1111i_
<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 SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />2,1/2" FROM SLAB
<br />0'-0" J CONT, BEAD SEALAI'l— • ` . ¢ INTERIOR
<br />A ..
<br />r
<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 12D#) CONCRETE SLAB
<br />e
<br />ib
<br />E —
<br />N T=III— 111— ?�_
<br />co 6 MIL VAPOR — —71
<br />BARRIER
<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 />Q BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />W C
<br />a.
<br />U
<br />A
<br />1�1—ICI—T m D .
<br />g I=T—ITI— I I I
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10-4' (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 , €
<br />° p
<br />II —I II =I I I —I I I o
<br />I I 111=III:—
<br />(2) #5 CONT.=111=111=111, , , 1 I,, r,.l
<br />ON 3" CHAIRS
<br />(TYP,)
<br />8 1-4 8
<br />10"
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />F
<br />WALL w/ UPLIFT
<br />rG
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />1,,,13
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />6 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 />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />`N
<br />°
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />Cl)
<br />a
<br />— —
<br />TOP OF BEAM
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />r
<br />— - - — a, . ° '
<br />11-111=T rT; 1111
<br />= r n —r
<br />TIT .
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />_
<br />N '
<br />�,
<br />T= I I d
<br />11T
<br />IIII
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 4T fi' 8"
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />SCHEDULE
<br />it
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />o
<br />w
<br />W
<br />rn
<br />COLUMN SIZE AND BASE
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. rM
<br />SCALE:3/4"=V-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS
<br />AT 8" O.C.
<br />q MASONRY WALL AND
<br />PAD FOOTING
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />INSULATION PER CHART
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />SQUARE CMU BLOCK BASE,
<br />8" MASONRY WALL
<br />CONT. FOOTING STEEL
<br />--
<br />EXTEND FILL CELLS "
<br />TO FOUNDATION PAD _.
<br />MAT REINFORCING. `�' '
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT. BEAD SEALANT
<br />E
<br />T 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH M
<br />M
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FORLU
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />�COMMUNITYSPECS
<br />K 00
<br />z= _
<br />I- w Q
<br />�- a w
<br />p o CO =
<br />" �
<br />GRADE a
<br />I I1 a °• IIII I w
<br />=III I III=I 1=I 1= z
<br />11— • '' • °• — — — - z a
<br />I; — — III_ _— Cl) M
<br />14
<br />° J
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />SCALE:3/4"=V-0" S3
<br />0-0 FIN. FLR.CA
<br />TV
<br />{ - — —III— — 1— = FOOTINGLU
<br />- III —III —III —III —III I1=1—III—
<br />I.; �IIITiill 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. 13
<br />�Nnro
<br />fir R •
<br />E8aSIQ1>'��3
<br />411111 t4l1
<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
<br />Florida Building Code -
<br />Residential 7th Edition. Engineer's
<br />signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal,
<br />M
<br />W ac,
<br />E to ti o
<br />O M 8 N m -,
<br />ci
<br />N N CA u
<br />I U
<br />C
<br />to
<br />n
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<br />NO:
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<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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