|
(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 />5/8" OR 1/2" HIGH
<br />ALUMINUM FASCIA
<br />STRENGTH CEILING
<br />12"
<br />N.O. 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"X16" 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 />-
<br />-
<br />8" C.M.U. TYPICAL
<br />PLAN
<br />lx2 P.T. HORIZONTAL
<br />TYPE "S" MORTAR
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL)
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.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 />31/4" BASEBOARD
<br />u-
<br />cr
<br />MIN. 2500 PSI CONC. SLAB
<br />w
<br />a
<br />MIN PSI MAY VARY PER
<br />°
<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 />T -
<br />IT ITTI ITIITI
<br />° �
<br />0 o �
<br />M 1!1 L
<br />D
<br />�
<br />6 MIL VAPOR
<br />BARRIER
<br />m
<br />,' �r
<br />4
<br />COMP. SOIL.
<br />'-
<br />(COMPACTED TO 95%
<br />NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR
<br />III
<br />I I I
<br />I1=1 I I —I I
<br />I I I
<br />4" to 6" BELOW GRADE
<br />ASTM D1557)
<br />(2) #5 REBAR CONT.
<br />3"
<br />MIN. CLR.
<br />ON 3" CHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD. 90 HOOK
<br />U.N.O.
<br />4"
<br />V-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />A
<br />SCALE: 3/4" = 1'-0°
<br />IN S3
<br />OPT: DEPRESS SLAB 5Yz"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />PAVERS
<br />•e . J ,' . 4" 00
<br />•< ':: ' 1Tf T
<br />TffWT
<br />SEE A/S3 OR J/S6 �I I I I I— I I I LLLT
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V " (1 STORY) / V-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 />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 />'II III II� °
<br />111 111 111 � D
<br />�Trr�17T�m) TTT D °
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (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 & c
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />•6x6W1.4xW1.4 r
<br />WWF OR FIBERMESH
<br />°
<br />A'eD _ �
<br />I I I I I —I 11—III '
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT rG
<br />SEE TYP. WALL SECTION SCALE: 3/4"=l'-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"x8"xl6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />`"ELEV. U-0"
<br />A.F.F. T
<br />d. V
<br />Q. °' o .. 4.., ' ° A a' Q ELEV.4-3 1/2"
<br />d 2x4 CONT. ♦ A.F.F. OLL
<br />♦ o
<br />N
<br />a GARAGE DEPTH VARIES ♦ e.
<br />° •'v• v Q � e a � 4
<br />° •p �.
<br />GARAGE SLAB AT STEP B
<br />SCALE: 3/4"=1'-0" S3
<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. w/ (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" 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" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />NSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />IMPSON SP1 w/ (10) 10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />2"°0/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />2x P.T. BOTTOM PLATE
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />x 6 Wl A x W1.4
<br />@ 24" O.C.) 2
<br />WW;' OR FIBERMESH
<br />3 1/2" MIN. 1
<br />z b _ I I —I I t—I �3 1/2"(min.)-
<br />1/2"(min.) - 34" T � _ ° • — IIu,
<br />(2) #5 CONT.
<br />4" V-4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL as STEP @ SHEARWALL C
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />5/8"OR 1/2" HIGH STRENGTH —�
<br />`TRUSS BOTTOM
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />BLOCKING @ 12" O.C. w/ (2) (2)12 TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />EACH END (WHEN PARALLEL)
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12) 10d NAILS
<br />U.N.O.
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2"°0/16" PLATE WASHER (TYP.)
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT
<br />2x P.T. BOTTOM PLATE
<br />INCLUDE THE WALL
<br />6 x 6 W1.4 x W1.4
<br />ATTACHMENTS 2"
<br />WWF OR FIBERMESH
<br />�3 1/2" MIN.
<br />D
<br />° •
<br />1/2"(min.)-4„
<br />0III-
<br />31/2"(min.) - 4" =1 1
<br />—III—I I-1 I
<br />=1 I El I f T ITI-f 11=1 I I t I I —III ''
<br />(2) #5 CONT. I I4, I>�rR I ,I81-
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP rcc
<br />SCALE:3/4"=l'-0" S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 1�os� _
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C Q�s
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M
<br />INSULATION PER FBC AND ENERGY \ CIO
<br />oos
<br />8" C.M.U. FORM SUBMITTED WITH PERMIT \`�/ °N
<br />1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION
<br />#5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />cam.+ LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK.
<br />@ 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK
<br />5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />(6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x Wl A WWF OR 20" MIN. LAP [24" MIN. LAP]
<br />SPACED EVENLY 2X PT PLATE #5 REINFORCING
<br />FIBERMESH
<br />r 2x P.T. PLATE WEEP SCREED INSTALLED BAR
<br />PER MFR INSTRUCTIONS
<br />ASSUMED FINISHED E #3 OR #4 REINFORCING BAR
<br />GRADE z #3 & #4 LAP SPLICE
<br />D D GRADE 40 MIN. Fy= 40ksi
<br />N �. _
<br />h D FINISH GRADE °p [GRADE 60 MIN. Fy= 60ksi]
<br />25"MIN. LAP [30"MIN. LAP]
<br />n'
<br />00 6 MIL VAPOR BARRIER M
<br />— — — R 1 7/8"
<br />° D °D I=ITI-(Il—ITI�TI—Tf1 I I N Z #5 REINFORCING BAR
<br />° . I L
<br />#5 LAP SPLICE
<br />° ---r� —II7 D. 1
<br />36"MIN. LAP [36" MIN. LAP] Y,
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM_
<br />�
<br />_ .1 Til
<br />J IJT
<br />I�rTrl
<br />— I-1=III=III=1 I I=111=III=1 1=III
<br />D1557)
<br />4"
<br />,_, rl l,Tr�,Tr1�
<br />114"
<br />.'—� � �-1 I I, ; ,I � I, � �I � I —,III 1�11��,T,• ,=R1 I I,.�-,•III—
<br />FRAME WALL TO C.M.U. WALL CONNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0"
<br />SLAB INFORMATION,
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min. 4
<br />2177
<br />4 it GRADE
<br />co v •
<br />_ _ -(1) #5 REBAR w/ OPT.
<br />III —I 1-- MI, 1 I I— I I— it. 11= I I -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 E
<br />N'
<br />M
<br />I I—
<br />lll-
<br />' 11=11 I
<br />�iii l l i• .. I I ITT —
<br />SEE A/S3 OR J/S6 -1 j I— , 111ll=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />114" (1 STORY)
<br />1'-8" (2 ,0T 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 SCALE: 3l4"=l'-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" CONT. BEAD SEALANT
<br />ot
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O.
<br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB-,,,.-
<br />6 x 6 W1.4 x W1.4
<br />;0 c d WWF OR FIBERMESH410
<br />M
<br />—
<br />N—
<br />M 6 MIL VAPOR T=
<br />BARRIER —lll= - j-III—III— I ' - r
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0" S3
<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 />a BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />w D
<br />U
<br />cn
<br />Lu
<br />uj
<br />cn
<br />J
<br />-r ''TI I IIII I I I (III- D•°
<br />101,
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS F
<br />SCALE: N.T.S. S3
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR CONNECTION INFC
<br />TOP A BEAM & LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />zz
<br />ATTACHED PER NAILING
<br />w
<br />SCHEDULE
<br />�
<br />j
<br />a
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />�
<br />CONNECTION INFO.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"0" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />°:
<br />°
<br />O.C.
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />ATTACHMENTS
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />�.,
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />0'-0" FIN. FLR./-ik
<br />COMMUNITY SPECS
<br />/ /\r, �i✓i � �i �i �i✓i
<br />•
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-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 + _
<br />WWF OR FIBERMESH K, E d
<br />D
<br />]7
<br />7jT[IIjT[�T
<br />(2) #5 CONT. =1 11= �11 III, , I I r�J, II--
<br />ON 3" CHAIRS
<br />(TYP.) L8" 1'-4" 8"
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=V-0" S3
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 for c
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />° IIIIII 7T III
<br />�� �. I I-1 I I-1 11-1 I I, ; I I I I � III . "' •�
<br />M 'III A ° LI'
<br />• • IIIIII---
<br />I 1J_L
<br />SEE A/S3/J/S6 4"' 8"
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS S.G.D. M
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />.-
<br />EXTEND FILL CELLS c
<br />TO FOUNDATION PAD € !�t
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. r '
<br />M
<br />W
<br />GRADE —
<br />- _ _ —
<br />Q.
<br />°
<br />°
<br />d
<br />UJI
<br />aww
<br />Lu
<br />OX:
<br />�—
<br />• • .°•
<br />OD 0 0
<br />—
<br />a. a d
<br />` z
<br />= = _. co�
<br />I ittl I I
<br />—TTI1Tf1TIT�
<br />FOOTING 0
<br />TI1,BEYOND
<br />PAD REINFORCEMENT
<br />_
<br />3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />lr -a 0
<br />M
<br />"S
<br />yNJL'O- �Y
<br />N
<br />•
<br />M
<br />Go
<br />Q
<br />O
<br />0
<br />w
<br />0
<br />z
<br />a
<br />C �.� E
<br />0
<br />_W
<br />d
<br />to V -0-- n
<br />E -c[ u 8
<br />OS
<br />a d
<br />vI I'LuYIN c
<br />L O Em m
<br />a
<br />I�� I
<br />LIJ
<br />LjLjw LIJ
<br />w
<br />wF- w J w0o
<br />r
<br />�/ -
<br />QQ=pp�ZEWOZ2QOZJ
<br />X=)--jU)0 wnLLY�0O
<br />oZoIXoomp
<br />aO
<br />a
<br />Z
<br />(aWxzQ0 wd., ww0w<'H
<br />W�¢� Ze) OwUpO
<br />-Z
<br />~ocQ�oQaaILL
<br />LL
<br />sA
<br />O
<br />Z
<br />W
<br />O�
<br />> U) O
<br />cc 0
<br />Q LO
<br />�cU)LL-f�
<br />Ln
<br />F— IZ M
<br />00
<br />QC
<br />U Q
<br />Z
<br />�
<br />wZ
<br />W O
<br />J
<br />c:)
<br />�y
<br />Virtual Revie
<br />ans Review co
<br />As
<br />is�,
<br />i
<br />1
<br />mpliance mpl
<br />by Rebr with the
<br />ted
<br />0?
<br />Ind
<br />ppr
<br />ve.
<br />a Anne
<br />a h r
<br />fQ
<br />� 37
<br />yth
<br />diti
<br />n
<br />0
<br />CD
<br />0
<br />O
<br />0
<br />N
<br />0
<br />N
<br />�
<br />N
<br />M
<br />N
<br />M
<br />O
<br />0
<br />z
<br />O
<br />N'^
<br />LOLLJ
<br />o
<br />0
<br />N
<br />CD
<br />M
<br />0
<br />■ O �+■ '
<br />�'
<br />W
<br />az
<br />w
<br />O
<br />W
<br />LUO_O
<br />+�-�
<br />cO
<br />V
<br />VVV5
<br />L
<br />0
<br />°OLQ
<br />Z
<br />aRa
<br />i-
<br />=�Q
<br />=
<br />w=~
<br />it Lu
<br />L0
<br />0
<br />m
<br />N
<br />�
<br />0
<br />ZOM
<br />■ ■
<br />W
<br />M
<br />�
<br /><~>n
<br />0
<br />za:0
<br />(.c)
<br />Q
<br />V
<br />gw�
<br />w
<br />Z
<br />Z
<br />NZ
<br />X2
<br />0U
<br />0
<br />of
<br />z
<br />z
<br />z
<br />w
<br />W
<br />0
<br />N
<br />LAST PLOT DATE
<br />. .
<br />z0
<br />STRUCTURAL
<br />DETAILS - MONO
<br />
|