|
(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
<br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER
<br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL
<br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
<br />UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED
<br />PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION
<br />(2020)-RESIDENTIAL
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />12 TRUSS (SEE UPLIFT SCHED.) W/
<br />(TYP.) VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />- SN1
<br />ELEV. VARIES
<br />INSULATION BAFFLE
<br />ALUMINUM DRIP
<br />EDGE
<br />518" OR 1/2" HIGH
<br />ALUMINUM FASCIA
<br />STRENGTH CEILING
<br />12"
<br />N.O.
<br />2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />EE SOFFIT
<br />W/A HABITABLE ROOM
<br />SHEET
<br />ABOVE) W/DRYWALL
<br />8,x8'I KNOCK -OUT
<br />SCREWS @ 7" O.C.
<br />BLOCK W/ 1#5 CONT.
<br />CEILING & 8" O.C. WALLS
<br />FILLED SOLID W/GROUT
<br />INSULATION PER
<br />CHART ON FLOOR
<br />8" C.M.U. TYPICAL
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />TYPE 'IS" MORTAR
<br />STD. 90-HOOK (SEE DETAIL)
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />112" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL CELLS
<br />U.N.O.
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />31/4" BASEBOARD
<br />iz
<br />cr
<br />MIN. 2500 PSI CONC. SLAB
<br />w
<br />a
<br />MIN PSI MAY VARY PER
<br />-
<br />CD
<br />MUNICIPALITY.
<br />`"'
<br />4"x4" INSPECTION PORT AT
<br />CONCRETE SLAB W/ 6X6
<br />EACH FILLED CELL TYPICAL
<br />W1.4XW1.4 WWF OR
<br />AT GARAGE, CONTRACTOR
<br />"FIBERMESH"
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />00
<br />LJ—
<br />D
<br />6 MIL VAPOR-
<br />I I I
<br />BARRIERI
<br />;ED
<br />4
<br />c
<br />I —
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />—
<br />I I
<br />I I I�I I—
<br />—
<br />I fi
<br />NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR
<br />4" to 6" BELOW GRADE
<br />ASTM D1557)
<br />(2) #5 REBAR CONT.
<br />3" MIN. CLR.
<br />ON 3" CHAIRS TYP,
<br />1'-4" (1 STORY)
<br />STD.
<br />90 HOOK
<br />U.N.O.
<br />4"
<br />V-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" =1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 ;V2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14" O.H.D. RECESS
<br />PAVERS z
<br />SEE A/S3 OR J/S6--`1 I I IF,L1 I I I ILT
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'.4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS rij�
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />2x #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE--\
<br />(2) #5 CONT, ON 3"
<br />CHAIRS (TYP.)
<br />� D
<br />• a
<br />1-IIIWI11==1T1
<br />'II —III III III I
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'4- (R302.11)
<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 E
<br />CV
<br />.6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />a
<br />CD
<br />II III —III —III—' -' T
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT rG
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<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"16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4'1
<br />5/8"OR 1/2" HIGH STRENGTH ---
<br />'-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />EACH END (WHEN PARALLEL)
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE
<br />CONNECTIONS.
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" U.C. U.N.O.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS
<br />NOT EXCEEDING 1U-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W! 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />INSULATION PER CHART ON FLOOR PLAN
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />IMPSON SP1 w/ (10) 10d NAILS
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"1 TITEN HD @ 24"
<br />2x P.T. BOTTOM PLATE
<br />R 5/ x10' WEDGE ANCHOR
<br />x 6 W1.4 x W1.4
<br />2��
<br />O. 24
<br />WWF OR FIBERMESH
<br />�3 1/2" MIN,
<br />j
<br />a.
<br />z ; kA° I I=1 I I=T, I'3 1 /2"(min.)- 4"
<br />co
<br />3 1/2"(min. - 4" ( c • .
<br />- J11=-I I —I 11-
<br />-I l=1I_I HII=1T1=III H (2) #5 CONT.„rI III
<br />II IrI
<br />4'—
<br />1141,8
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL (@ STEP (@ SHEARWALL C
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />C(
<br />8"OR 1/2" HIGH STRENGTH � `TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />I,N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />ARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />BOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />P.F. DOUBLE
<br />DP PLATE
<br />IMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />2) 10d NAILS U.N.O.
<br />(8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10`4' (R302.11)
<br />\LT: 1/2"02" TITEN HD @ 24"
<br />I.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />) 24" O.C.)
<br />'IMILAR AT FOUNDATION ONLY"
<br />NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />TEP, SIZE OF FOUNDATION AND
<br />EINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />ICLUDE THE WALL
<br />T" 6 x 6 W1.4 x W1.4
<br />TACHMENTS 2
<br />WWF OR FIBERMESH
<br />3 1/2" MIN.
<br />a.
<br />1-' 1 /2"(min.)- 4"
<br />,
<br />3 1/2"(min.) - 4"11-
<br />-III—I III'
<br />�' =1 11=1 I I
<br />(2) #5 CONT. I I- 14;1 I II I11 �111�1_„I I ICI I ; I81-'
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP rcC
<br />SCALE:3/4"=1'-0" S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />Q�s
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />JM
<br />INSULATION PER FBC AND ENERGY
<br />\ �GoN oos
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />1"1 P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" "1 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 />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<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 W1.4 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 />BAR
<br />`"
<br />2x P.T. PLATE
<br />WEEP SCREED INSTALLED
<br />ASSUMED FINISHED
<br />E
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />GRADE
<br />N
<br />�} D D '
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN, Fy= 40ksi
<br />Z
<br />cn
<br />°
<br />D.
<br />FINISH GRADE O°
<br />_Z
<br />25"MIN. LAP (30"MIN. LA°]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />—
<br />I =
<br />�
<br />— — — °O 6 MIL VAPOR BARRIEIRI —I I I I I I I °e• , . °F77,= I I —_°TQ
<br />R 1 7/8"
<br />LTI--TIT #5 REINFORCING BAR
<br />• I J°IT 1D1=ll1=IIgI=_1IJJ-1-111D LaI 1=LpL=aJJ=D 1La lll°111-JL=I11=L=II� 1I LII 1��=—.—T�ll1 I 1I--=L—IIIII=--1II II I.JI1I JI,—=I1i II II I I
<br />N
<br />—iL1IJI"I� � �—�LI.-
<br />Z #5 LAP SPLICE
<br />IT'm T
<br />—
<br />36" MIN. LAP [36" MIN. LAP] '-T-T I=COMP. SOIL, (COMPACTED TO =95% MODIFIED PROCTOR ASTM 10"
<br />D1557)
<br />111 III-I�-IJ1-111-L-III- I I-JJ-I I1-'' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />1—III-1 11.-Trl 111I fT�ITT ; TT I I7• :.T-1� �.� #6 LAP SPLICE
<br />FRAME WALL TO C.M.U. WALL CONNECTION r D� TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1,4
<br />31/2" WWF OR FIBERMESH
<br />min. 4"--,,
<br />° � � �v GRADE
<br />a
<br />°o-----
<br />.a _ III ICI —ICI ICI I
<br />-(1) #5 REBAR w/ OPT.
<br />.111, f— — I—T= 11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />M
<br />NC
<br />Nr
<br />d.OP
<br />III T�
<br />SEE A/S3 OR J/S6 J -I i1I g1 ,L, , 1 I i L i,
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />1'-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 />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" J CONT. BEAD SEALANT
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />:ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O.
<br />MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
<br />,TAGGERED, FROM BOTTOM INSULATION PER CHART
<br />LATE TO CONCRETE 21 ON FLOOR PLAN
<br />vIIN. SHEAR 180#MIN. CONT, BEAD SEALANT-71
<br />ENSION 120#) CONCRETE SLAB
<br />6x6W1.4xW1.4
<br />c / "°A `v WWF OR FIBERMESH r,y
<br />' C - °
<br />N I I=1 11= I— a a.
<br />M 6 MIL VAPOR ]
<br />T ! — 4-1,
<br />—IBARRIER I —I 11I1 I I I' ICI I ITJTI l lr
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=1'-0" S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADCITIONAL 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 IL
<br />J
<br />co
<br />—I I —III —III m a
<br />g
<br />w I —I I —I I I I —I D•
<br />Lu cn
<br />—III-1 I I J 1= a
<br />" I I— —I I I I IITII I I
<br />REBAR DETAILS r F
<br />SCALE: N.T.S. S3
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE PLAN
<br />SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />TOP OF BEAM
<br />SEE ROOF PLAN
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />w
<br />2x4 P.T.
<br />PLATE
<br />° 7116"
<br />O.S.S.
<br />COLUMN LOCATION
<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 />w
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />SECURE 2 4 P T BTM PLATE
<br />x
<br />SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL °. O.C.
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM TRIM PER PLAN
<br />ATTACHMENTS
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN, (2) #5 VERTICALS
<br />M FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />0'-0" FIN. FLR./-bk �COMMUNITYSPECS
<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 I
<br />WWF OR FIBERMESH
<br />° II —III —III —III-
<br />III 111—III—III—' .—
<br />(2) #5 CONT. -11 I.EE.1 I I I I IT
<br />�1 11, , , I
<br />ON 3" CHAIRS [___
<br />(TYP.) 8" 1'-4" 8"
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT G
<br />SCALE: 3/4"=1'4" 13
<br />� 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />M —�
<br />a
<br />° a I III-III-111; N
<br />;° I_I=1 11-1 11=1 11=1 Q °. `o
<br />co
<br />I I d III. pans R
<br />=— —= I II I I�— for compb
<br />SEE A/S3/J/S6 =1 I , ,I 1—I_4,� , ,� 18
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS 6a S.G.D. M
<br />SCALE:3/4"=1'-0" 13
<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 />M
<br />co GRAD — a °
<br />Z= _I=_=_T=1 �. I I I_IT_I=1 Il_i I I W
<br />o w ccn U 11 111 • a Q. I I I —I I —I 1- z a
<br />U) I' I I —I —III=1 I� III— I I I I III —I 1= M w
<br />� f1 Tfi I I I Tl�7f=1 III-T_=I I I= FOOTING �
<br />BEYOND
<br />PAD REINFORCEMENT ' -III—I
<br />(SEE SCHEDULE) 3" MIN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />M
<br />N
<br />N
<br />�, :... LO
<br />00
<br />LO
<br />�n r
<br />01
<br />w
<br />,•:
<br />•� �'� ` b.
<br />4 ter, `4..
<br />-
<br />• w
<br />z
<br />^N > o c o
<br />_W V 0,0 u
<br />Oq
<br />MOq ti
<br />a M
<br />ul U o co
<br />� '�
<br />A' pM
<br />W E t 8
<br />�= 0 o�
<br />•Nt wz7
<br />u1 Q N
<br />CO E M
<br />.2
<br />TWA
<br />V 5 co
<br />w
<br />�y
<br />w
<br />LU J
<br />wIQ wgzw
<br />O03:w LL000 o
<br />¢�XJow
<br />Q C)
<br />Q 1
<br />0zm0°�Jp
<br />09OZO22o00za
<br />- Lu m
<br />�I�Y(azOz.Z
<br /><1 �2
<br />w_wp5
<br />o¢ O �
<br />i
<br />O
<br />O
<br />Z 04
<br />w
<br />O I—
<br />O
<br />❑ � �M O
<br />J LO
<br />�LL ti
<br />z
<br />LO
<br />w a- _M
<br />� a � O
<br />>— <
<br />Z U
<br />ww�
<br />J
<br />O
<br />Z013
<br />(0
<br />21
<br />N
<br />N'N
<br />N
<br />N
<br />`N
<br />R ev1ew Assist
<br />1 ap
<br />�i
<br />�
<br />'
<br />' N
<br />ua� �eb a
<br />ompet
<br />iev+ c. 2020
<br />theKlahr
<br />B�
<br />00
<br />d
<br />o
<br />nce With
<br />X2
<br />pebra Anne
<br />O
<br />00
<br />0
<br />of
<br />}�
<br />I
<br />CD
<br />00
<br />N
<br />O
<br />O
<br />0
<br />0
<br />O
<br />O
<br />N
<br />Oio
<br />N
<br />N
<br />0
<br />N
<br />0
<br />N
<br />N
<br />N
<br />N
<br />i
<br />O
<br />'
<br />L6
<br />o0
<br />Oi
<br />A"
<br />6
<br />�
<br />6
<br />LO
<br />O
<br />C
<br />d-
<br />0
<br />�
<br />0
<br />: O
<br />0
<br />O
<br />r
<br />O
<br />T--
<br />0
<br />CD
<br />0
<br />N�
<br />m
<br />>�C-M400ti
<br />o
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />c
<br />00 VJ
<br />Z z
<br />O
<br />w
<br />Wwvn
<br />Lu >
<br />O
<br />CF)IX
<br />V0
<br /><
<br />0 a-
<br />V l
<br />Zw
<br />LU
<br />1:a
<br />Lr
<br />Lu
<br />Q
<br />=
<br />00 O Z
<br />rn
<br />Z J
<br />N
<br />V
<br />>
<br />>
<br />}oft
<br />Zw
<br />rt')
<br />ZZLL
<br />LO
<br />w N
<br />0g<2z
<br />p
<br />a
<br />UcnZz
<br />..
<br />z
<br />Sao
<br />Z
<br />U
<br />U
<br />Oo
<br />a
<br />W
<br />z
<br />Z
<br />z
<br />J
<br />ui
<br />M
<br />O
<br />O
<br />O
<br />LAST PLOT DATE
<br />May. 9, 23
<br />Z O
<br />STRUCTURAL
<br />— _!
<br />DETAILS —MONO
<br />
|