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(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 />7116" 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 />2x SUB FASCIA <br />BOARD PER CODE (OR 5/8" <br />.N.O. <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 />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 />(1) #5 VERT. IN FILL CELLS <br />1/2" GYPSUM WALLBOARD <br />(SEE FOUNDATION PLAN <br />U.N.O. <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />31/4" BASEBOARD <br />UL <br />MIN. 2500 PSI CONC. SLAB <br />W <br />a <br />MIN PSI MAY VARY PER <br />o <br />MUNICIPALITY. <br />`�' <br />4"x4" INSPECTION PORT AT <br />EACH FILLED CELL TYPICAL <br />CONCRETE SLAB W/ 6X6 <br />W1.4XW1.4 WWF OR <br />AT GARAGE, CONTRACTOR <br />"FIBERMESH" <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />Nam' <br />T <br />n °D <br />00Z <br />M <br />=III=III=1 <br />00 <br />6 MIL VAPOR <br />- <br />BARRIER <br />IIIII <br />, ® <br />4 <br />IIII I I <br />®� <br />I11= <br />`2 <br />COMP. SOIL. <br />IIII <br />(COMPACTED TO 95% <br />NOTE: EXTEND DECO FINISH <br />MODIFIED PROCTOR <br />III <br />I I III=1 <br />I I —I I <br />III <br />ASTM D1557) <br />4" to 6" BELOW GRADE <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 />rA <br />SCALE: 3/4" = V-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 />PAVERS O.H.D. RECESS <br />,z_ <br />�1 2 <br />. . III-III-� <br />a 4" I�• 00 e: <br />�°.�.'�� .���• III 11I r <br />=1 I I- <br />�'`.^ <br />SEE A/S3 OR J/S6— -I 1111 =1 rT L , 1111,11-1; <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 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 />=III=III=III=1 m <br />D <br />° <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. d <br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & <br />@ 6" MAX FROM END OF 2 x PLATE <br />6x6W1.4xW1.4 N <br />WWF OR FIBERMESH co <br />° <br />°' 11=III-III-III <br />II III —III —III—' r <br />18., U <br />TYPICAL INTERIOR BEARING <br />WALL W/ OUT UPLIFT r <br />SEE TYP. WALL SECTION <br />SCALE:3/4"=V-0" S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />r i <br />`ELEV. 0'-0" <br />Ak <br />A.F.F. <br />e ` _. 4. c lR <br />d, V <br />a ° a'A ° :° a ELEV. -0'-3 1/2"z— <br />a a ... d' e° v °. a .. a d <br />° . ° O <br />2x4 CONT. :a A.F.F. LL <br />e 44 d - O <br />n a N <br />° GARAGE DEPTH VARIES <br />a <br />GARAGE SLAB AT STEP rB <br />SCALE: 3/4"=V-0" S3 <br />2x S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />LOAD BEARING OR <br />EXTERIOR WALL <br />8" C.M.U. <br />1"x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />SEE CC/S3 OR <br />N <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />5/8"x6" "J" BOLTS BOLT <br />LIFT ON (IF NO UP L <br />FT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x31/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />w/ (10) 10d NAILS <br />�I <br />2x P.T. PLATE <br />TYP <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL <br />11 <br />° <br />Z <br />FOOTING MONO SHOWN <br />; D <br />° o <br />�00 <br />FOR CLARITY <br />_ <br />° <br />D <br />D °D. <br />I=III-III-III-III=1I1=_I <br />-III -III- <br />o. <br />o ° ° <br />III -III -III -III <br />? <br />I I I I II I II I I I II <br />NOTE: <br />II I I II I II I II I I IIE—E I I I N <br />*FOR BEARING WALL <br />.. <br />1=III=III 111=III=1 I I- T <br />W/ UPLIFT ONLY <br />-III—I I . I I_I I I <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-011 S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4" <br />GRADE <br />0 <br />0 11=1 I_I=1 I EEI 11=1 I 1=1 I 1=1 11- <br />I! _ 11=1=III-III-III I I I i-III (1) #5 REBAR w/ OPT. <br />' 1—III—III—I 11= 11= I I=1 11= 11=6CREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0° S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" O.H.D. RECESS <br />r <br />M <br />- =1 I p l 11=_III; I ', .:. •, I I i-1 I= <br />-III 111111111 l i <br />4" <br />Ed11= <br />� � I -III �_° ', .• ' = I <br />�I I II I I IIIII I I <br />SEE A/S30RJ/S6-'!li1 iiililiii. ��,+++�+_ <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'s3 <br />ADDITIONAL INFORMATION. <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS <br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />PLATE WASHER TYPICAL <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />6 x 6 W1.4 x W1.4 WWF OR <br />FIBERMESH <br />E O <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 1U-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />INSULATION 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" x3/16" 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 W1.4 x W1.4 <br />@ 24" O.C.) 2� <br />WWF OR FIBERMESH <br />3 1/2" MIN. <br />D ° <br />IJEEI I 1=1 I I= i'31 /2"(min.)- 4" <br />00 °D -I -III-III- ' <br />31/2"(min.) - 4" I I=III I_ -III I II- <br />-II- <br />-1 11=1 I I i I 1=1 11=1 11=1 I I III -III I I' <br />(2)#ScoNT.11 -11 1111II1111111I11111�111 <br />4" 1' 4" 8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL (a STEP (CD SHEARWALL C <br />"SHEAR WALL" <br />SCALE: 3/4"=V-0" <br />5/8"OR 112" HIGH STRENGTH — <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12) 10d NAILS <br />5/8"' x 10" "J" BOLT @ 24" O.C. w/ <br />2" x3/16" PLATE WASHER (TYP.) - <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />REINFORCEMENT AND WILL NOT <br />INCLUDE THE WALL <br />ATTACHMENTS <br />�3 1/2" MIN <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />—2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />—4NSULATION PER CHART ON FLOOR PLAN <br />—SIMPSON SP1 w/ (10) 10d NAILS <br />/2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />/WWF OR FIBERMESH <br />00 <br />31/2"(min.) - 4" =1 I I=III - =1 I I I I I -I I <br />P( <br />_ __III=1 1-1 I I - <br />'=III+ I II � I i III -III -III -III III -III 1 <br />(2) #5 CONT. 14,1 I IIIII �i�1 i IIIIII ,I 118,�- <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY �GoN�o s <br />FORM SUBMITTED WITH PERMIT <br />APPLICATION r <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL <br />K.O. BLOCK <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING <br />WEEP SCREED INSTALLED BAR <br />PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR <br />#3 & #4 LAP SPLICE GRADE 40MIN. Fy=40ksi <br />N ° D FINISH GRADE oo [GRADE 60 MIN. Fy= 60ksi] <br />M � D 25" MIN. LAP [30" MIN. LAP] <br />- <br />-1 60 <br />6 MIL VAPOR BARRIER -1 I I III D ° 11=III=III-1I - <br />1-1 I I I III—III-111 Mi 11 _ Z '- #5 REINFORCING BAR R 1 7/8 <br />Ill I II 1 D : I II I II I II I II I ii II I II III I_II r #R I AP SPI 1('.F <br />COMP. SOIL. (COMPACTED TO Mil ° . — 11=III—III- <br />95%MODIFIED PROCTOR ASTM I- I I-III=III=III=III=ILI=III- <br />D1557) 111111111�,1111�11111�11111111111�i111-1 <br />4" V-4" <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />1/2" GYP. BD. <br />P.T. 2x <br />HOLD GYP. BD. <br />2„ 1/2" FROM SLAB <br />0'-" 0J CONT. BEAD SEALANT <br />INTERIOR <br />°. e ° <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 <br />- _ = I'-III-1 <br />N I=1 11= 11=_= <br />M 6 MIL VAPOR ��I I I II (III (�'i L <br />BARRIER —_ <br />III=1 I -I i -I 11=' - <br />�1111 I IIIII.IIIII I IIII.. <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=1'-0" <br />2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />112" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />E <br />6x6W1.4xW1.4 \I <br />WWF OR FIBERMESH <br />K <br />S3 <br />1►.�.�.A�.�-���:�:I��.�:I��:�:ILA.�.1_A�:�-���.�-0��:�:0��:�:IL\ <br />SCALE: 3/4"=V-0" <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 />BOLTS 6" MAX FROM <br />W END OF 2" x PLATE <br />W D <br />U <br />J <br />=1 I I=1 11=1 I I m 6 D <br />g I=III-III=III <br />W II-III=III II=� D <br />(2) #5 CONT. =1 I ITI I <br />ON 3" CHAIRS <br />(TYP.) 8" 1'4' <br />CC <br />S3 <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 N <br />WWF OR FIBERMESH , <br />n p <br />II -III -III -III- o <br />III III —III —III—' r <br />#6 LAP SPLICE TYPICAL INTERIOR BEARING <br />REBAR DETAILS F WALL W/ UPLIFT Ko"G� <br />SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 <br />VARIES <br />SEE PLAN 1 112" RECESS FOR 6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) <br />AT 24" O.C. MAX. FOR TRUSS - <br />SEE PLAN FORq. CONNECTION INFO -I `' <br />TOP OF BEAM & LAYOUT DESIGN ° — — — <br />I111-1 I 1-11 I~ <br />SEE ROOF PLAN c _ —° a ' ] ° <br />00 <br />(2) HTS20 FOR STRUCTURAL r I III, III III, ;IIII III . <br />41 <br />BEAM SIZE & 1 II — <br />CONNECTION INFO M' <br />111= <br />w 2x4 P.T. <br />PLATE <br />�n 6•• <br />os.a. <br />COLUMN LOCATION <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />SEE A/S3/J/S6 g <br />zz <br />ATTACHED PER NAILING <br />FOR REINF. INFO. OPTION #1 <br />W <br />0 <br />SCHEDULE <br />¢ <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />j <br />SEE PLAN FOR STRUCTURAL <br />SLAB INFORMATION. <br />W <br />COLUMN SIZE AND BASE <br />o <br />W <br />CONNECTION INFO. <br />SLAB STEP & RECESS S.G.D. M <br />CIO <br />SCALE:3/4"=V-0" S3 <br />SECURE 2 4 P T BTM PLATE <br />M <br />X <br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" <br />COLUMN TO PORCH SILL O.C. MASONRY WALL AND <br />ATTACHMENTS & 18/D1 PAD FOOTING <br />FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL <br />ATTACHMENTS EXTEND FILL CELLS <br />TO FOUNDATION PAD _� �. <br />SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. <br />SIZE VARIES PER PLAN M <br />w/ MIN. (2) #5 VERTICALS 00 GRADE a ° <br />FILLED SOLID (SEE PLAN FOR <br />W -III-III ° 1-1II-III-III-II <br />SIZE AND REINFORCEMENT) C7 � °' °• <br />z-III-I III -I 11-III-I I W <br />ILLa w 1 I=III I I I=III=III= z <br />BRICK PAVERS or SLAB PER p O `� III=1 ! <br />COMMUNITY SPECS � — _ ¢ <br />0'-0" FIN. <br />i��i��i��i��i�✓i � i G�G�i��i�4��i��i��i��i�0 <br />•I 10 <br />I11-I -III=1 I i-III=III I I III -III =- FOOTING <br />III -I 11=1 I I -I 11-1 I III -I 11=1 I I- U <br />...I I I-111-' BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAILrN")I <br />SCALE: N.T.S. S3 <br />OCT 2 8 2022 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Editio' <br />by Debra Anne Klahr PX2300 <br />¢ <br />N <br />N <br />04 <br />04 <br />04 <br />@V;� <br />jV/�g_. <br />9 F <br />LO <br />OD <br />ui <br />3'5,$?. <br />a <br />Q <br />Q y <br />W <br />FP <br />r� <br />W <br />0 <br />z <br />Q <br />LO E <br />> O� o <br />M� W <br />5 <br />V) V <br />W L <br />O B o <br />TZ1 O +L o 0 ¢ <br />p <br />.N I W Q: <br />00O EM LM <br />W L <br />��0 0 <br />r F— Q <br />W <br />Dui vi Wpm <br />Wes¢ cIf �QYzW Z <br />W (� <br />Q Q <br />W <br />U <br />�D W0 U_000tL <br />jpXQZ�LLpZ�pO�¢� <br />JO <br />a <br />oUjWit0Zo�oomZz <br />� p as 7 z Y O Z z� O <br />W 0 0 a <br />Z <br />¢0Wp�<� �wi320 <br />LL <br />of p <br />,_¢0 �¢� <br />CD <br />O <br />z N <br />0 <br />> cn O <br />0 M O <br />� � <br />Lq <br />J <br />75 U) <br />Q W Q � <br />M <br />00 <br />zv� <br />z3: <br />LU <br />W <br />O <br />J O <br />(O <br />N <br />N <br />0 <br />CV <br />ti <br />N <br />O <br />O <br />00 <br />co <br />r <br />M <br />r <br />o <br />N <br />0 <br />N <br />0 <br />N <br />�- <br />N <br />r <br />N <br />O <br />CD0 <br />N <br />N <br />0 <br />N <br />N N <br />N N <br />0CD <br />N <br />N <br />N <br />� <br />OO <br />6 <br />00 <br />M <br />o <br />00 <br />It <br />0 <br />. <br />0 <br />O <br />o <br />r <br />o <br />r <br />,— <br />00 <br />(D.O <br />U) <br />N'^ <br />L ♦ <br />� <br />O <br />O <br />N <br />O <br />(' <br />O <br />Wit' <br />O <br />In <br />O <br />CO <br />O <br />I` <br />Lo <br />r <br />z Z <br />z — <br />w <br />O4--+ <br />w U) <br />O <br />Uo�Q <br />0 <br />of W <br />Q <br />z <br />=ca0Z <br />(� <br />0 1= W <br />z� <br />N <br />�2ZW <br />0 <br />M <br />I�Zz <br />DO <br />W <br />O-12z <br />>_ <br />2 <br />U�z� <br />z <br />Z <br />=Qo <br />QU <br />00J <br />O <br />a <br />z <br />Z <br />z <br />J <br />LU <br />N <br />N <br />O <br />LAST PLOT DATE <br />>O <br />. . <br />Jul. 21, 22 <br />Z <br />O <br />STRUCTURAL <br />— <br />J <br />DETAILS —MONO <br />