|
(2) LAYERS ASTM TYPE 11 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 11 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 SCHEID.) W/
<br />(TYP.) METAL PL. UNDER EA. TRUSS
<br />VARIES 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 />LUMINUM DRIP
<br />EDGE
<br />5/8" OR 112" HIGH
<br />\12"
<br />LUMINUM FASCIA
<br />STRENGTH CEILING
<br />N.O.
<br />2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8"
<br />,
<br />GYP. TYPE "X" @ GARAGE
<br />EE SOFFIT
<br />W/A HABITABLE ROOM
<br />SHEET
<br />ABOVE) W/DRYWALL
<br />8"x8"X16" KNOCK -OUT
<br />SCREWS @ 7" O.C.
<br />BLOCK W1 1 #5 CONT.
<br />CEILING & 8" O.C. WALLS
<br />FILLED SOLID W/GROUT
<br />INSULATION P R
<br />CHART ON FL R
<br />8" C.M.U. TYPICAL
<br />PLAN
<br />1x2 P.T. HORI NT L
<br />NAILER
<br />TYPE "S" MORTAR
<br />STD. 90-HOOK (SEE DETAIL)
<br />25
<br />------ARCHITECTURAL
<br />FINISH
<br />1 x2 PT WD FURRING @ 24" 0. C.-/
<br />1/2" 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 />ce)
<br />3 1/4" BASEBOARD
<br />U_
<br />MIN. 2500 PSI CONC. SLAB
<br />LU
<br />MIN PSI MAY VARY PER
<br />MUNICIPALITY
<br />ce)
<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 />E
<br />00 ;2�
<br />C?
<br />6 MIL VAPOR
<br />_T
<br />BARRIER
<br />�E�l
<br />I=-
<br />11 1"
<br />4
<br />11
<br />t>4 .0
<br />ILI Ell El
<br />COMP. SOIL.
<br />M, [=
<br />//.
<br />-1
<br />(COMPACTED TO 95%
<br />E�d I
<br />I I
<br />-
<br />-
<br />MODIFIED PROCTOR
<br />J
<br />11-11
<br />NOTE: EXTEND DECO FINISH
<br />ASTM D 1557)
<br />4" to 6" BELOW GRADE
<br />(2) #5 REBAR CONT,
<br />3" MIN.
<br />CLR.
<br />ON 3" CHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD.
<br />90 HOOK
<br />U.N.O.
<br />4"
<br />1 V-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />�3
<br />OPT: DEPRESS SLAB 5)/2"
<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-\
<br />00
<br />S E E A/S3 OR J/S6 -`I -L:,T--,, LI �7_,T �11 =11:�1_1 -T F, 111 T
<br />FOR REINF. INFO. 13" MIN. CLEARANCE
<br />V.4" (1 STOR)� / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />V.8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1\ �3
<br />ADDITIONAL INFORMATION.
<br />2x#2SPFSTUDS -
<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 />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />.1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />.1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />.6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />I 4�
<br />9
<br />1 8" 1 1
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT GG
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � S3
<br />8"x8"xl 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />ELEV. 0'-0"
<br />A. F. F.
<br />_1E =1 11
<br />4- ELEV.
<br />A
<br />.4. 4 4 4 4
<br />A, _jA A.F.F. 0
<br />V 2x4 CONT, LL
<br />4, . A .1
<br />C)
<br />CN
<br />GARAGE DEPTH VARIES
<br />A
<br />A
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=1'-0"
<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 />VSEE
<br />ABOVE)
<br />UPLIFT SCHEDULE FOR UPLIFT
<br />S,P.F. DOUBLE
<br />CONNECTIONS.
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />I
<br />--------2"x S.P.F. (OR EQUAL) STUDS @ 16" O.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 10'-0" (R302.1 1)
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />NSULATION PER CHART ON FLOOR PLAN
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />IMPSON SP1 w/ (10) 1 Od NAILS
<br />5/8"' x 10" "J" BOLT @ 24" 0. C. W1
<br />2"'x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HID @ 24"
<br />x P.T. BOTTOM PLATE
<br />FZ2
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />x 6 W'1.4 x W1.4
<br />@ 24" O.C.) 211
<br />V
<br />WWF OR FIBERMESH
<br />3 1/2" MIN.
<br />A?
<br />;2� A, 1/2"(min 4
<br />00
<br />3 1/2"(min.).-
<br />. . . . . . . . . . .
<br />--I
<br />(2) #5 CONT�.'Ifk =1 I = -11111 Ell I I�Ll I F:
<br />4" 11-41' 811
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL (cD STEP (�b SHEARWALL rc_��
<br />"SHEAR WALL" SCALE: 3/4"=V-0" � S3 )
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _\0
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x STUD SHEAR WALL' EQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />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
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />S.P.F, DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 wl 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12) 10d NAILS
<br />5/8"' x 10" "J" BOLT @ 24" O.C. wl 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
<br />(ALT: 1/2"xl 2" TITEN HID @ 24"
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<br />A
<br />I _
<br />N
<br />E
<br />D
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />S
<br />H
<br />E
<br />R
<br />'7
<br />T
<br />2
<br />Y
<br />4' v'
<br />C
<br />v
<br />DGEAN HOR I
<br />ATION ONLY"
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />INCLUDE THE WALL 6 x 6 W1.4 x W1.4
<br />ATTACHMENTS _ 211 WWF OR FIBERMESH
<br />3 1/2" M I NJ .
<br />12"(min.)-4"
<br />00
<br />(3 1/2'(min.). I Ll 1:,: E�v El I EI I
<br />I 1��El I F: Iz:: I I --I
<br />(2) #5 C ONT.
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP K*'C C�
<br />SCALE: 3/4"=V-0"
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />�6ps
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />1"x 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 />SEE CC/S3 OR CN
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />G/S3 FOR ANCHOR
<br />5/8'14" "J" BOLTS BOLT
<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 />BOLTINFO.
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />@ K.O. BLOCK
<br />(IF NO UP LIFT ON
<br />WALL SEE GGIS3)
<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 />*SIMIPSON SP1
<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 124" MIN. LAP]
<br />45 REINFORCING
<br />w/ (10) 1 Od NAILS
<br />SPACED EVENLY
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />TYP.
<br />----2x P.T. PLATE
<br />FINISHED
<br />-1
<br />E
<br />PER MFR INSTRUCTIONS
<br />N"-#3 OR #4 REINFORCING BAR
<br />0 E
<br />�ASSUMED
<br />GRADE
<br />I> t.
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />FINISH GRADE 50
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />MONO OR STEMWALL_11
<br />25" MIN. LAP [30" MIN. LAP]
<br />FOOTING MONO SHOWN
<br />00
<br />6 MIL VAPOR III * t> >
<br />- - C?
<br />TED I 1�1 �1=
<br />9xx7-xxA, AEX -AA �m AW- AA_
<br />FOR CLARITY
<br />I r= FI[=
<br />I
<br />'71
<br />I 1=1 I I_E1L1_7=
<br />#5 REINFORCING BAR
<br />R 17/8"
<br />t>
<br />.M=l
<br />I IE'F T,: CN
<br />E I IEI ra I r7__I I I--
<br />�_F7 --I - 2
<br />= =.I 1_1 I If-
<br />iff; I AP SPI IrF
<br />H 11
<br />NOTE: z 711 FE, -11 Ig, I I I E
<br />=1 I= &4 -111-11 1-1
<br />*FOR BEARING WALL COMP. SOIL. (COMPACTED TO
<br />�I:FFI�L L
<br />IrIF
<br />W1 UPLIFT ONLY F 95% MODIFIED PROCTOR ASTM
<br />D1557) ILI �'E _11 r=_fl �1=l 11E, Tir' E 17 r= 71=_ T
<br />T1
<br />FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � �S3
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"---.\ A, GRADE
<br />00
<br />I I 1=1 I 1=1 I 71rTh I IN
<br />1) #5 REBAR w/ OPT.
<br />III III- - Pill ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" � S3
<br />BL KWALLBEYOND
<br />EXPANSION JOINT -
<br />_71
<br />13"
<br />T0 H D RECESS
<br />= - . I . . 41
<br />04 - .1 .. . .,
<br />4
<br />471) .4A A
<br />0?
<br />4"
<br />El I F
<br />SEE A/S3 OR J/S6--- L, 771-1 _LI -1--i-FIL 11 �1: I J, 11
<br />FOR REINF. INFO. 13" MIN. CLEARANCE
<br />V-4" (I STORY)
<br />V-13" (2 S7C!RY)
<br />GARAGE DOOR SLAB RECESS ri
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3
<br />ADDITIONAL INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />2" 1/2" FROM SLAB
<br />0101, CONT. BEAD SEALANT
<br />A
<br />4"
<br />GARAC
<br />�ONCRETE NAILS W 1 1/2' 1/2" GY
<br />MBEDMENT @ 12" O.C. W/ DR
<br />ITAGGERED, FROM BOTTOM ------ INSU
<br />LATE TO CONCRETE ON FL
<br />01N. SHEAR 180# MIN. CONT.
<br />'ENSION 120#) CONCRETE SLAB'---, 6x6W
<br />WWF C
<br />0?
<br />- =012 E, " �_l F, 1� n_
<br />co 6 MIL VAPOR
<br />BARRIER Z Z-1 = -
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. ��K
<br />SCALE: 3/4"=V-0"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />I I 1 101,
<br />'-#6 REINFORCING BAR #5 STD. 90 HOOK
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />1 Od NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />Uj END OF 2" x PLATE
<br />LU
<br />0
<br />U) L6
<br />LU
<br />LU
<br />#6 LAP SPLICE
<br />REBAR DETAILS rF
<br />SCALE: N.T.S. �3
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE PLAN SEE ROOF PLAN
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />SEE PLAN FOR J�
<br />& LAYOUT DESIGN
<br />TOP OF BEAM IV
<br />(2) HTS20
<br />OR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />/-2x4 P.T.
<br />PLATE
<br />//-7116'
<br />0 S.B.
<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 />U)
<br />!..9
<br />0
<br />SCHEDULE
<br />LU
<br />SEE PLAN FOR STRUCTURAL
<br />_j
<br />W
<br />COLUMN SIZE AND BASE
<br />W
<br />W
<br />/////-CONNECTION INFO.
<br />x . .
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />E
<br />ATTACHMENTS & 1801
<br />PSUM WALLBOARD U N 0
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />YWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />LATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />OOR PLAN
<br />SIZE VARIES PER PLAN
<br />BEAD SEALANT
<br />= T
<br />wl MIN. (2) #5 VERTICALS
<br />Cl)
<br />FILLED SOLID (SEE PLAN FOR
<br />1.4 x W1.4
<br />SIZE AND REINFORCEMENT)
<br />R FIBERMESH
<br />F /DKIUrr/AVIzhbor0LMD rMn
<br />-0" FIN. FLR./-� COMMUNITYSPECS
<br />. . . . . . . . . .
<br />. . . . . . . . . . . . . .
<br />SCALE: 3/4"_11_011
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-0" (R302.1 1)
<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 />6 x 6 W1.4 x W1.4 2�
<br />WWF OR FIBERMESH
<br />(2) # N � '--I I ;E-1 I IEI � I I IEI I I I
<br />ON 'T"COA S
<br />(TYP.) 8' 8"
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT G�
<br />SCALE: 3/4"=V-0"
<br />ARIE6
<br />1 1/2" RECESS FOR x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />4
<br />00 4
<br />a C0 C�
<br />=1 I F
<br />: - . I IE E
<br />IN 11 Ell,
<br />SEE A/S3/J/S6
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS (a) S.G.D.
<br />SCALE: 3/4 "=1'-0" � �3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL-\
<br />L
<br />MAT REINFORCING.
<br />y
<br />00
<br />GRADE
<br />M=1
<br />4
<br />4-
<br />I IM
<br />4
<br />CD LLI
<br />W
<br />W
<br />0- W LU
<br />0 LU CO
<br />z
<br />0 Q =
<br />U_ C)
<br />Cn
<br />9 11
<br />1=1 1.
<br />.
<br />1=1 117 :E
<br /><
<br />FOOT ING -J
<br />PAD REINFORCEMENT3
<br />3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />FOOTING
<br />WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL � �N
<br />SCALE: N.T.S. �3
<br />L 21 23
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approve
<br />for compliance with the 2020 FBC 7th Edition
<br />by Debro Anne Ki.ahr PX2300
<br />co
<br />N
<br />'7
<br />4 , V
<br />CD
<br />co
<br />C)
<br />LO
<br />U
<br />�'J
<br /><
<br />z
<br />&
<br />W
<br />0
<br />z
<br />(1) L0
<br />cc,"" 60
<br />(D L. .00
<br />-%
<br />V) n
<br />c-i
<br />D c) 'D (�)
<br />Uco")
<br />C')
<br />0 2
<br />( 0 a: 8 R
<br /><
<br />0-
<br />U
<br />(u)0j
<br />Q) p E�2
<br />CL
<br />LU
<br />(D LU
<br />Ui LILI
<br />LU LU Cn 0 0
<br />[If
<br />LIJ z
<br />Of 50 2 < '< <=1000,-10
<br />0
<br />< <
<br /><OR-Wof 0'Zn20C'F-_
<br />D 0 < Z LL U_
<br />a 0 0
<br />aco=p�o OR008joz 0
<br />(n LU LIJ J5 Z Uj 65 rj� Z 7) -
<br />(L LU LU I-_ z LL X < 0
<br />(D a- > z y 0
<br />U) 0 z
<br />U_
<br />_, 0
<br />< 0 LU Z Lij Z LLJ 0
<br />Ewi�mu <
<br />z
<br />< 9 <
<br />LL < 0 LL
<br />C:)
<br />z N
<br />LLI
<br />2 F--
<br />D) ::) r--
<br />> cf) p
<br />(0 0
<br />CY) 0
<br />< U) CY) r_
<br />LC?
<br />U) _j
<br />U_
<br />U)
<br />< LLI Lq
<br />cy)
<br />00
<br /><
<br />Z F-
<br />z
<br />LIJ
<br />0
<br />C�o
<br />IN
<br />IN
<br />MIM
<br />IN
<br />N
<br />0
<br />IN
<br />0
<br />IN
<br />0
<br />N
<br />I
<br />r__
<br />C�
<br />I
<br />I
<br />r.-
<br />C)
<br />IN
<br />C)
<br />0
<br />C)
<br />CD
<br />, t 0
<br />�. .
<br />C
<br />c6
<br />61,-
<br />CD
<br />00
<br />C)
<br />C)
<br />C)
<br />0
<br />1�
<br />0
<br />C�
<br />0
<br />1�1
<br />C�
<br />C�
<br />0
<br />IN
<br />0
<br />N
<br />M
<br />IN
<br />co
<br />C)
<br />Lo
<br />00
<br />CD
<br />A
<br />"L,
<br />N
<br />(6
<br />CO
<br />4
<br />0
<br />11
<br />C)
<br />C)
<br />6
<br />IL,
<br />0
<br />(6
<br />0
<br />LOa)
<br />(n
<br />>
<br />CD
<br />CD
<br />CD
<br />0
<br />I'll,
<br />C)
<br />0
<br />cl�
<br />I cy),
<br />L0
<br />1 (01
<br />r-_
<br />Cr
<br />CO U)
<br />zo
<br />0 LLI U)
<br />0 4-a
<br />LU
<br />LU 1,- 5;
<br />0
<br />0
<br />Li
<br />0
<br />-0
<br />V)
<br />0
<br />= LU
<br />0- T
<br />LU F---
<br />z
<br />W
<br /><
<br />co 02
<br />I.-
<br />Z
<br />o LU
<br />z
<br />00
<br />< Uj 0
<br />;� z IK
<br />Z Z LL
<br />(.0
<br />LLI r�4
<br />0
<br />< < F-
<br />1 2 Z
<br />>_ CN
<br />2
<br /><
<br />0
<br />`- >- LL,
<br />C/) Z CID
<br />z
<br />z
<br />0
<br />z
<br />F-
<br />-se
<br />0
<br />j
<br />0
<br />0
<br />z
<br />z
<br />z
<br />LH
<br />CV)
<br />IN
<br />Uj
<br />@
<br />LAST PLOT DATE
<br />>
<br />May. 9, 23
<br />z 0
<br />STRUCTURAL
<br />_j
<br />DETAILS -MONO
<br />
|