|
2x #2 SPF STUDS
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE
<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 />e
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE
<br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3"-�\\
<br />6 x 6 W1,4 x W1.4 r
<br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) 4WWF OR FIBERMESH Cl)
<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 -III-III-III-I\1N
<br />I I -III -III -I 1- o
<br />�III-IIIPRE ENGINEERED WOOD I-1 I
<br />-I I=1 11=1 I=I 1=I I=III=I I=1 11=III-I
<br />TRUSS @ 24" O.C. U.N.O. ' =III III -III -III -III III -III
<br />HURRICANE ANCHOR @ EACH -1 I i11111 III IIIII 11 I II 11111T I I-11''
<br />/12 TRUSS (SEE UPLIFT SCHED.) W/ 8"'
<br />"$"-
<br />(�'P') VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTUREBARR!ER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT KG G
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />SN1 SCALE:3/4"=1'-0° S3
<br />ELEV. VARIES
<br />-
<br />INSULATION BAFFLE
<br />ALUMINUM DRIP
<br />EDGE
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM FASCIA
<br />STRENGTH CEILING
<br />12" N 0
<br />2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />EE SOFFIT
<br />-
<br />W/A HABITABLE ROOM
<br />SHEET
<br />LOAD BEARING OR
<br />ABOVE) W/DRYWALL
<br />EXTERIOR WALL
<br />SCREWS @ 7" O.C.
<br />8"x8"X16" KNOCK -OUT
<br />CEILING & 8" O.C. WALLS
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />SEE CC/S3 OR
<br />INSULATION PER
<br />G/S3 FOR ANCHOR
<br />CHART ON FLOOR
<br />8" C.M.U. TYPICAL
<br />BOLT INFO.
<br />PLAN
<br />(IF NO UP LIFT ON
<br />1x2 P.T. HORIZONTAL
<br />TYPE "S" MORTAR
<br />WALL SEE GG/S3)
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL)
<br />w/IMPSON (10) Od NAILS
<br />ARCHITECTURAL
<br />TYP.
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />'
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL CELLS
<br />MONO OR STEMWALL
<br />".
<br />U.N.O.
<br />(SEE FOUNDATION PLAN
<br />FOOTING MONO SHOWN
<br />o
<br />FOR LOCATIONS)
<br />FOR CLARITY
<br />1x4 P.T. BASE NAILER
<br />°
<br />co
<br />�
<br />D.
<br />NOTE: g
<br />3 1/4" BASEBOARD
<br />FOR BEARING WALL
<br />MIN. 2500 PSI CONC. SLAB
<br />a
<br />W/ UPLIFT ONLY
<br />I I-III-111-III-III-
<br />MIN PSI MAY VARY PER
<br />-
<br />MUNICIPALITY.
<br />M
<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 />FRAME WALL TO C.M.U. W
<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 8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR 5/" 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 />S.P.F. DOUBLE
<br />CONNECTIONS. ABOVE) CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES 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 ENOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER IHOR
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @
<br />SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10) 10d NAILS
<br />r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATI
<br />ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WI2x P.T. BOTTOM PLATE
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />4 °` @24"O.C.) 2" x6W1.4xW1,4ATTACHMENTS6x6W1.4xW1.4
<br />d ° ' °a � z 3 1/2"MIN. WWF OR FIBERMESH3 1/2" MIN.WWF OR FIBERMESH
<br />d ELEV, 4-3 I
<br />'Al ° d O
<br />° 2x4 CONT. ° A.F.F. O ° D
<br />° d° a z ° 1i=III=III-I'31l2"(min.)- 4° z I I=1 I-1 I-'31/2"(min.)- 4"
<br />°° b.
<br />° N D. =1 - III=III °D = I=IT_I=III
<br />I'' I a. ° ° 00 _ _ 0 _
<br />GARAGE DEPTH VARIES ° 3 1/2 min.) - 4 I 1=III I =1 I I � - 3 1/2 min.) - 4 - =III III -I I i-
<br />_ _ _ -I I IEEE I Ell I _ _ _ _I'-
<br />° ° " 4 I 1 I, III III -III -III -III III -III I'' -I I �� III III -III -III -III III -III
<br />(2) #5 CONT, 4"
<br />„IIII 1114;,1 I=„I I I II8I (2) #5 CONT.14,1 I i Il lI �114,,� IIIII II ITI81
<br />GARAGE SLAB AT STEP (�'B� U.N.O. MIN.TYPICAL BEARING WALL MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL("C� @ KCC
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3
<br />�i C N�\NUOQEL`(
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C ens'
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0!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 �Go SN ��s 2x BLOCKING HORIZONTALLY@
<br />8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING
<br />1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: 10'-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY" 3 SEE SECTION C/S3 FOR
<br />#5 VERT. IN FILLED CELL ADDITIONAL INFORMATION
<br />N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />5!8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />5/8"x6" "J" BOLTS BOLT 3RD LAYER 1i8" THICK. 10d NAILS
<br />PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 "
<br />@ 24" O.C. VERT. OR K.O. BLOCK @
<br />5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#)
<br />(6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR
<br />SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c
<br />2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH CO E
<br />PER MFR INSTRUCTIONS
<br />ASSUMED FINISHED ° #3 OR #4 REINFORCING BAR D ° p.
<br />GRADE N ° ° ' ° _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° -
<br />T ° FINISH GRADE oo [GRADE 60 MIN. Fy= 60ksi] a =III-III=III m . ° ' I-III-III=III' o
<br />Z M D D 25" MIN. LAP [30" MIN. LAP] i— D -
<br />° � III -III -II � III III -III -III=
<br />I-III=llL I I -I III 11=III=III=1
<br />_______ °° 6 MIL VAPOR BARRIER1=III=III=I =III III= - - -I
<br />____ I=1 I I III -III -I I E III #5 REINFORCING BAR R 17/8" 11= I=1 I I=III=III I I=III i I=III-
<br />D '°° I III -III -III -III -III I I III .II -III -III -III -III "' Z T —'11 III -III -III -III III -III III
<br />° III=1 I I=1 I=1 I I=1 I I-1 I I. z I I __-- T #5 LAP SPLICE 2 #5 CONT =1 11=I I I=I I I
<br />1=III=1 11=III=III=III-� I —_— III E 1 _— ,,, I I-�
<br />III-III-III=III=III^IIII ; `� COMP. SOIL. (COMPACTED TO IIIII • D ° . — ' I I —III —III —III— 36"MIN. LAP [36" MIN. LAP] ON 3'"CHAIRS 8 1-4 8
<br />I-III=III=III=III=IIII- 95%MODIFIED PROCTOR ASTM 1= 11=III=III=III=I I I=III=III=1 I' 101, (TYP.)
<br />III-III-III-III-III=III-III-III=III D1557) -III III-III-III=III III=� I I-'
<br />III=III=III=III=111=III-1 I I-1 I I-' 4- I. —I l i 4„ . I —I
<br />=III=III=III ;III=III=III=1 I I #6 REINFORCING BAR #5 STD. 90 HOOK
<br />,;,_,;,_,;,_, ;-- — - #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />;ONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT
<br />G
<br />"FIBERMESH" TO CUT BLOCK OR POUR SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />CURB DUE TO SLOPE SLAB INFORMATION.�,,S3
<br />Z
<br />r, -4=III=III=1 I r-° D 6 x 6 W1.4 x W1.4
<br />6 MIL VAPOR WI ( D ° 1 -I I z min/)4" WWF OR FIBERMESH
<br />BARRIER IIIII , 4 IIIII( - ° a d GRADE
<br />COMP. SOIL. I 1 III O0
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR III I I III=1 I -I I III NOTE: EXTEND DECO FINISH - 11= I I=I =I = =I ( I I III (1) #5 REBAR w/ OPT.
<br />ASTM D1557) 4" to 6" BELOW GRADE I =III=III-III= I I- I I -III- 11=SCREEN ENCLOSURE
<br />3" MIN. cLR.III-III-
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK
<br />U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) MIN.
<br />TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4" = 1'-0" S3
<br />SCALE:3/4"=V-0" 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 />PAVERS O.H.D. RECESS z
<br />SIN
<br />_J
<br />-III-III-I I .'d, ��. • : � :' �� _ -
<br />-III-III °'. 4 11 00
<br />111=III . �.a . •, ':: III -I
<br />-III-I .•y .. I—ll-
<br />1=I
<br />III--
<br />SEE A/s3 OR J/ss - LI 1111 11= 11111-
<br />I I' "III—� � i III , 11
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1 4 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />CV '
<br />r
<br />r M
<br />7
<br />7.
<br />_ I
<br />1-III=1 I I 1=41 11=
<br />II -El I111111I :' 1=1I
<br />1 i I I I I_I=i
<br />SEE A/S3 OR J/S6 -I I II I II I II i I I 1111 j111=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 ST RY)
<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
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3
<br />VARIES
<br />SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR � % CONNECTION INFO
<br />& LAYOUT DESIGN a
<br />TOP OF BEAM -
<br />° III III III; N �*
<br />SEE ROOF PLAN - -_- °
<br />,, I -I
<br />(2) HTS20 FOR STRUCTURAL _ 1, IIII III III, ;IIIII A II , E
<br />BEAM S!ZE & `�
<br />CONNECTION INFO M
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" J CONT. BEAD SEALANT
<br />INTERIOR
<br />� ° e
<br />,...
<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 />00 E
<br />M 6 MIL VAPOR -
<br />I I=1 I=1 _
<br />BARRIER - - 11 j I -1'i =I I I-II_ II -III'
<br />;III -I I -I I -I I I -III -II
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0" S3
<br />II -III_
<br />2x4 #2 SYP P.T. FRAMING w/
<br />- 11
<br />I III
<br />18"
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 4�,1 "III _ +III' "�
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />SCHEDULE
<br />a
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION
<br />s
<br />w
<br />LU
<br />w
<br />rn
<br />COLUMN SIZE AND BASE
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. M
<br />SCALE:3/4"=1'-0" �3_
<br />2X STU DS @ 24" O.C. U.N.O.
<br />GARAG E
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />.°.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />O.C.
<br />� 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 />ON FLOOR PLAN
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />8" MASONRY WALL
<br />CONT. FOOTING STEEL
<br />EXTEND FILL CELLS c
<br />TO FOUNDATION PAD E d
<br />MAT REINFORCING. `QI '
<br />Cl)CONT.
<br />BEAD SEALANT
<br />d
<br />6 x 6 W1.4 x W1.4 cal
<br />WWF OR FIBERMESH m
<br />d
<br />coFILLED
<br />w/ MIN. (2) #5 VERTICALS
<br />SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />o0 Z GRAD
<br />C7=1 I 1=1 I I ' ° °
<br />w o -1 I=I
<br />d W w I 11=1I I
<br />OWE_ •
<br />d °
<br />°• �=III=III=111=I'
<br />-III-( I -III -III
<br />v
<br />I I I-1I 1=1I 1-, z
<br />• a•
<br />IF
<br />A ' n
<br />1
<br />BRICK PAVERS or SLAB PER O 0 =III=1 o d z
<br />rr
<br />COMMUNITY SPECS `� , I=1 =1 11=III=III=III I I =1 I 1=1 I I - -
<br />0'-0" FIN, FLR, _ _ _ FOOTING W
<br />III-
<br />-III III=1I I -III -III -III 111=1I I-
<br />I,; Illl l 11 IIIII l 11 11 l l ,I I -III-III-' BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />�. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />.• .. .•. CONC. PAD INFO,
<br />SEE SCHEDULE
<br />TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N
<br />SCALE: 3/4"=V-0" S3 SCALE: N.T.S. �,13�_
<br />MAR 2023
<br />Virtual (Review Assist, Inc -
<br />Plans Review completed and approved
<br />for compliance by Debra Anne �eK aha PX2300 Edition
<br />Ij
<br />1
<br />N
<br />N
<br />O
<br />N
<br />3° - k # S T�
<br />a
<br />LO
<br />"
<br />'11 5 Y «,n' a
<br />Y V
<br />O
<br />co
<br />Ire
<br />gr'
<br />r2° 1b?
<br />W
<br />0
<br />w
<br />0
<br />z
<br />a
<br />Lo` N O ^ E
<br />W L -=
<br />C) c'7C y
<br />�
<br />•F N
<br />M �
<br />A� E i L O
<br />2 B o
<br />_0
<br />o Q
<br />i () Z
<br />.N V w Q
<br />1
<br />W
<br />(DWOg0Q00JO=J0LL4O_j°L
<br />0 LLI
<br />OLLI 9
<br />w1-¢ Of ¢~zI-
<br />z
<br />00
<br />Q U
<br />Ozlz2I<S=5CYcn�Zo
<br />O0EY�LLw�-.1
<br />CO Z
<br />�( _W
<br />ZZZQ
<br />~w0�IwOd
<br />Q 0 Q
<br />ILL0
<br />0� o y
<br />11 a 0 Q LL
<br />N
<br />O
<br />O
<br />N
<br />O W
<br />I�
<br />� Cl,
<br />C:)
<br />-60 O
<br />Q V J Ln
<br />U0
<br />dLn
<br />a
<br />,Mj
<br />a>a00
<br />z � I-
<br />z
<br />W
<br />Jo
<br />d'
<br />N
<br />N
<br />O
<br />N
<br />0
<br />N
<br />O
<br />O
<br />06
<br />M
<br />C.0
<br />c—
<br />0000000N
<br />T--
<br />+ c—
<br />N
<br />0
<br />N
<br />010
<br />N
<br />N
<br />0
<br />N
<br />0
<br />N
<br />0
<br />N
<br />0
<br />N
<br />O
<br />O)
<br />N
<br />O
<br />CD
<br />O
<br />r--
<br />O
<br />r
<br />op
<br />0
<br />CV
<br />-r--
<br />A
<br />0
<br />4
<br />-
<br />0
<br />0
<br />0
<br />O
<br />N
<br />O
<br />c
<br />O
<br />N L0
<br />N
<br />, co
<br />d'
<br />�
<br />C4
<br />ti
<br />�..e�
<br />4
<br />CTA
<br />Z z
<br />Z O
<br />_ /
<br />W
<br />owv�
<br />C) 5;
<br />a
<br />Oa=Q
<br />ZLu~
<br />1--�
<br />�co0Z
<br />—�+
<br />O
<br />J
<br />Z >
<br />TI
<br />aLu
<br />ZZ ILL
<br />W I�
<br />O
<br />j�Z
<br />O
<br />00
<br />U
<br />IL z )
<br />Ln
<br />Z 1�
<br />�QO
<br />Z
<br />J
<br />U
<br />OU
<br />O
<br />�00
<br />z
<br />a
<br />z
<br />w
<br />W
<br />N
<br />LAST PLOT DATE
<br />>O
<br />Nov. 30, 22
<br />_11-a
<br />Z Q
<br />STRUCTURAL
<br />_I
<br />DETAILS —MONO
<br />
|