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(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 />LINDERLAYMENT 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 />O.C. U.N.O. <br />TRUSS @ 24 <br />HURRICANE ANCHOR @ EACH <br />12 TRUSS (SEE UPLIFT SCHED.) W/ <br />(TY METAL PL. UNDER EA. I RUSS <br />VARIES <br />P 7.) MOISTURE BARRIER <br />SHINGLE ROOF <br />7/16" O.S.B. MIN. SEE ROOF <br />NAILING SCHEDULE ON SHT. <br />SN1 ELEV. VARIES <br />/ <br />INSULATION BAFFLE- <br />'I <br />LUMINUM DRIP <br />EDGE <br />5/8" OR 1/2" HIGH <br />\12' <br />UMINUM FASCIA <br />STRENGTH CEILING <br />N.O. SUB FASCIA <br />BOARD PER CODE (OR 5/8" <br />, <br />GYP. TYPE "X"@ GARAGE <br />EE SOFFIT <br />W/A HABITABLE ROOM <br />I <br />HEET <br />ABOVE) W/DRYWALL <br />S ,x <br />8 8"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 />TYPE 'IS" MORTAR <br />NAILER <br />STD. 90-HOOK (SEE DETAIL) <br />- ARCHITECTURAL <br />P <br />FINISH <br />1x2 FIT WD FURRING @ 24" O.C. <br />1/2" GYPSUM WALLBOARD-��- <br />(1) #5 VERT. IN FILL CELLS <br />(SEE FOUNDATION PLAN <br />U.N.O. <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />3 1/4" BASEBOARD <br />T <br />z <br />x <br />MIN. 2500 PSI CONC. SLAB <br />LLI <br />MIN PSI MAY VARY PER <br />C) <br />MUNICIPALITY. <br />4"x4" INSPECTION PORT AT <br />EACH FILLED CELL TYPICAL <br />CONCRETE SLAB W/ II <br />W1.4XW1.4 WWF OR <br />AT GARAGE, CONTRACTOR <br />"FIBERMESH" <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />r <br />6 M I L VAPOR-" <br />.1 <br />9 <br />BARRIER <br />COMP. SOIL. <br />(COMPACTED TO 959/6 <br />NOTE: EXTEND DECO FINISH <br />MODIFIED PROCTOR <br />4" to 6" BELOW GRADE <br />ASTM D1 557) <br />(2) #5 REBAR CONT <br />3" <br />MIN. CLR. <br />ON 3" CHAIRS TYP' <br />V-4" (1 STORY) <br />STD. 90 HCOK <br />4" <br />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 Y2" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS---N <br />BLOCK WALL BEYOND <br />14" <br />O.H.D. RECESS <br />-7 <br />4" <br />C9 <br />-1 i-IT7fl LL�7_1117t FLT- <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. <br />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 <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 />all <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10-4- (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 />x 6 W1.4 x W1.4 <br />CI) <br />WWF OR FIBERMESH <br />9 <br />'411-1 <br />o 4 1 IV, =,I I MFIII t! Lt <br />8" <br />TYPICAL INTERIOR BEARING <br />WA <br />LL W/ OUT UPLIFT <br />SEE TYIP. WALL SECTION SCALE: 3/4"=V-0" <br />S3 <br />rG G <br />LOAD BEARING OR <br />EXTERIOR WALL <br />SEE CC/S3 OR <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />(IF NO UP L!FT ON <br />WALL SEE GG/S3) <br />*SIMPSON SP1 <br />w/ (10) 1 Od 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"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />ELEV. 0'_0" <br />4 4 A. F.F. <br />C3 <br />z <br />-4 A 4-3 <br />A ELEV. 1/ <br />A., <br />'A 4 2x4 CONT. "4 A . F. o <br />A LL <br />q .. A 4 c <br />A <br />44 <br />-A 4 <br />-A. N <br />GARAGE DEPTH VARIES <br />A 4 <br />GARAGE SLAB AT STEP rB <br />SCALE: 3/4"=V-0" <br />\,d- ELEV. 4-3 �1/2" <br />F 0 <br />2x S.P.F. S s 16" O.C. <br />A - <br />2x STUD <br />8" C * M * U <br />1"x P.T. STUD <br />#5 VERT. IN FILLED CELL <br />5/8"x6" "J" BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />SPACED EVENLY <br />�2 2x P.T. PLATE <br />, �ASSUMED FINISHED <br />- - - <br />GRADE <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />6 x 6 W1.4 x W1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4"--\ <br />z A 2r <br />4 / <br />GRADE <br />00 <br />jj-"111 III 11� III I, <br />:_ ) #5 REBAR w/ OPT. <br />1=1 I F-=I I 1=1 I 1=1 I IF, �j I �JjEj�r I 1� <br />I J= I I= QREgN �NCLOSURE <br />TYPICAL THICKENED <br />MIN. <br />EDGE <br />SCALE: 3/4"=1'-0" <br />S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />_71 <br />13" .9 <br />O.H.D. RECE E <br />SS - I <br />C:� <br />CI) <br />4 <br />V� PSI <br />OP <br />4" <br />r <br />.-Re ' . . . - - <br />1 T-1-1 LU-717 I '-IT ji-11 <br />SEE A/S3 OR J/S6 L <br />FOR REINF. INFO. <br />3" MIN. CLEARANCE <br />1-4" (1 STC RY) <br />V-13" (2 STqRY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />3 <br />ADDITIONAL INFORMATION. �'S <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 />-1 <br />1� <br />E <br />5/8"OR 1/2" 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 />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D. FOR ALL <br />EXTERIOR OR SHEAR WALLS AS <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />EDGES, AND @ 12" O.C. @ FIELD <br />5/8"' x 10" "J" BOLT @ 24" 0 C W/ <br />2"'x3/16" PLATE WASHER <br />(ALT: 1/2"02" TITEN HD @ 24" <br />O.C. OR 5/8"x10'WEDGE ANCHOR <br />@ 24" O.C.) 211. <br />3 1/2" MIN. <br />A* <br />0 = - <br />00 2 1 <br />7 <br />3 1/2' h = =H1 I 1:--- <br />_LL <br />(2) #5 CONT. 4" 1'.4" 1 81, <br />U.N.O. MIN. <br />TYPICAL BEARING WALL STEP 65) SHEARWALL <br />"SHEAR WALL" <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT <br />APPLICATION <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. U.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 111 (R302.1 1) <br />INSULATION PER CHART ON FLOOR PLAN <br />SIMPSON SP1 w/ (10) 10d NAILS <br />2x P.T. BOTTOM PLATE <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />SCALE: 3/4"=V-10" <br />1/2"(min.)- 4" <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />(U.N.O.) (OR %" GYP. TYPE"X" @ EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) CONN <br />ECTIONS. <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 U.N.O. <br />5/8" x 10" "J" BOLT @ 24" O.C. W/ x BLOCKING HORIZONTALLY@ INTERVALS <br />2"x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 111 (R302.1 1) <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10'WEDGE ANCHOR <br />@ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN <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 x P.T. BOTTOM PLATE <br />INCLUDE THE WALL <br />ATTACHMENTS 211 6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />N. <br />3 1/2" MI <br />A <br />LU. <br />= HE <br />4" <br />1/2"(min <br />00 <br />off <br />3 12 (m n-.). 7 4"... - <br />=1 z <br />- <br />(2) #5 CONT. 4-1 311- <br />MIN_ <br />TYPICAL BEARING WALL I STEP (C C <br />SCALE: 3/4"=V-0" '\,. �3 <br />I TRENG <br />T� <br />S P�y j <br />GY PE @ <br />BIT BLE ROOM <br />A <br />N <br />E <br />D <br />SH <br />H <br />24 <br />E <br />D <br />R <br />0 <br />2 <br />C <br />4' <br />w <br />DGEANCHOR <br />N <br />ATION ONLY" <br />S To T <br />FER HE <br />NDATION AND <br />AND WILL NOT <br />L <br />2-1 1 <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. <br />3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />(a) K.O. BLOCK <br />SIMPSON SP1 wl (10) 10d NAILS @ EA. STUD <br />2X PIT PLATE 20" MIN. LAP [24- MIN. LAP] <br />#5 REINFORCING <br />WEEP SCREED INSTALLED BAR <br />X X eVV 7� <br />PER MFR INSTRUCTIONS <br />N'�'-#3 OR #4 REINFORCING BAR <br />jt4 <br />GRADE 40 MIN. F7y- <br />-= 40ksij <br />#3 & #4 LAP SPLICE <br />- 0. . . .. 1:1. <br />co <br />FINISH GRADE 00 M <br />[GRADE 60 MIN. Fy= 60ksi] <br />25" M I N. LAP [30" M I N. LAP] <br />6 MIL VAPOR BARRIEF� <br />mill <br />OP <br />al ;m_ <br />'�M It ;� <br />'L - CN <br />1 <br />dAxx <br />#5 REINFORCING BAR R 17/8" <br />J 1�4 :1-., <br />M - 2 <br />#5 LAP SPLICE <br />COMP, SOIL, (COMPACTED TO 7:11 <br />36" MIN. LAP [36" MIN. LAP] <br />95% MODIFIED PROCTOR ASTM <br />D1557) <br />I 10.. <br />� X t� D07 A t; <br />.54 � ��� r; <br />.......... x� .... .... ...... <br />4" V-4" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />I ------ #6 LAP SPLICE <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 />1/2" FROM SLAB <br />OLO'4' CONT. BEAD SEALM <br />\.F . 4. ­ - . . - < <br />. . '.. ! - . <br />INTERIOR <br />4. <br />4' <br />A:: <br />;ONCRETE NAILS W 1 1/2" <br />�TAGGERED, FROM BOTTOM <br />LATE TO CONCRETE <br />AIN. SHEAR 180# MIN. <br />'ENSION 120#) CONCRETE SLAB <br />.0 . <br />CIPE= <br />�r_ Nr <br />�=I 14=1 11 1 <br />C:� - - ��I <br />fill <br />BARRIER <br />- 2X STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />1/2" GYPSUM WALLBOARD U.N.O. <br />W� DRYWALL SCREWS @ 8"O.C. <br />-INSULATION PER CHART <br />ON FLOOR PLAN <br />_71 <br />CONT. BEAD SEALANT <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. <br />SCALE: 3/4"=V-0" <br />K <br />S3 <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 />0 <br />Uj <br />2 <br />_j <br />a. <br />C/) <br />M. <br />a. <br />W <br />W <br />co A <br />LL 'IM, I tM -7 <br />_11M <br />REBAR DETAILS rF <br />SCALE: N.T.S. <br />�3 <br />EE PLAN <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. - : �_� , I-, <br />It CONNECTION INFO <br />SEE PLAN FOR <br />& LAYOUT DESIGN <br />TOP OF BEAM IV <br />SEE ROOF PLAN <br />(2) HTS20 FOR STRUCTURAL <br />BEAM SIZE & <br />CONNECTION INFO <br />-2x4 P.T. <br />PLATE <br />10 <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 />0 <br />SCHEDULE <br />< <br />> <br />LU <br />SEE PLAN FOR STRUCTURAL <br />_j <br />W <br />COLUMN SIZE AND BASE <br />LU <br />W <br />CONNECTION INFO. <br />SECURE 2x <br />P.T. BTM. PL <br />TE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3"TAPCONS AT 8" <br />COLUMN TO PORCH SILL <br />O.C. <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM TRIM PER PLAN <br />ATTACHMENTS <br />3QUARE CMU BLOCK BASE, <br />SIZE VARIES PER PLAN <br />w/ MIN. (2) #5 VERTICALS <br />FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />BRICK PAVERS or SLAB PER <br />COMMUNITY SPECS <br />II FIN. FLR./Ik <br />�0 <br />------- <br />00 <br />(2) #5 CONT. <br />ON 3" CHAIRS <br />8" V-4" <br />(TYP.) <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-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 />3511 MIN. TENSION 2600#) <br />6 x 6 W1.4 x W1.4 C,4 . C! <br />WWF OR FIBERMESH 4T <br />A <br />IMI I � 9 <br />81' <br />TYPICAL INTERIOR BEARING <br />WALL W/ UPLIFT rG <br />SCALE: 3/4"=V-0" <br />11/2" RECESS FOR <br />S.G.D. (U.N,O.) <br />6 x 6 W1.4 x W1A <br />WWF OR FIBERMESH <br />z <br />Q <br />C0 <br />SEE A/S3/J/S6 8" � <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />0 STEP & RECESS a S.G.D. M <br />SCALE: 3/4"=V-0" <br />q MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD <br />CONT. FOOTING STEEL MAT REINFORCING. 1_Z! <br />;0 K GRA 4- A <br />.4. <br />W <br />7; =_ I I <br />a _j = 4. A* <br />Z x =) E . - II- ILLI <br />W <br />(L LU W <br />0 W U) z <br />X: <br />00 <br />U_ 0 <br />/ A.. i = ;§ <br />j4 ... �01 � < <br />M W <br />-1 <br />UI I OOTING 0 <br />I t <br />ul; I - BEYOND <br />PAD REINFORCEMENTI 3" MIN. CLEARANCE <br />(SEE SCHEDULE) <br />FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL <br />SCALE: N.T.S. <br />�3 <br />V- Aw 0 4 202 <br />virtual Review Assist, lnc- <br />d and approved <br />Plans Review complete a FBC 7th Edition <br />for compliance with the 202 <br />by Debra Anne Klahr PX2300 <br />N <br />C14 <br />0 <br />!Z4 <br />Ul) <br />00 <br />L0 <br />2� <br />U. <br />W <br />2 <br />0. <br />k I t-6 <br />0 <br />C� ... <br />A. t. -q <br />411- <br />a <br />W <br />0 <br />z <br />< <br />4>) 'CO:) E <br />(D L. 0 q U' <br />n CY) �_,! 4i <br />M Cq <br />4- 09 .26 <br />-0-0- J! c) <br />E -= z M <br />=) 0 U <br />1- § <br />0 <br />75 M: 1, 9 < <br />U 0 < <br />Cj,0 <br />Un LU <br />U <br />10 cO E H_ 53) <br />C) <br />70 1100 <br />CL <br />W W LLJ <br />Ld 0 <br />LU P W _j W 0 <br />W �- < X 2 � it zw z <br />W0=,M_,<0 <br />0 <br />P <br />< Cy 5<- - U) ix _� tWU<)LLQ02_,L5 <br />J 09zLLLL0zM00I_ <br />cyoce OZ0200-mj0z <br />=01 <br />00 <br />0 z <br />U) W D_ W V5 Uj I �! V5 X, of i <br />_JOCL82 gz�-z OULIL)O(L <br />Zj�< W Fn-wz a- <br />M L) <br />U_ <br />< W j3 <br />0 W �Vzg< < <br />O� < U_ <br />0 <br />0 <br />N <br />z <br />0 LLJ <br />- <br />SQ <br />> U) 0 <br />z <br />(0 C:) <br />F-: CO C:) <br />in CV) I"`- <br />LO <br />a. -J <br />U) It <br />LL <br />2 U) I,­ <br />zC6 <br />W -<If L0 <br />EL <br />00 <br />< >. <br />z 0 <br />z <br />LU <br />0 <br />(0 <br />C) <br />CD <br />N <br />CD <br />Cq <br />CD <br />CN <br />C14 <br />0 <br />0 <br />C14 <br />0 <br />C14 <br />0 <br />CIN <br />00 <br />0 <br />N <br />N <br />c, <br />0 <br />Q <br />(D <br />W <br />C, <br />C> <br />CD <br />;i <br />0 <br />NLO <br />W <br />0 <br />CD <br />a <br />U-) <br />> <br />C-4 <br />cli <br />4 <br />CO< <br />Z <br />LU <br />Ljj <br />cn <br />z z <br />0 <br />M-0 <br />0 <br />000 <br />LU - <br />p z 5; <br />0 <br />011.1.1- <br />0 I.- L-i <br />z <br />CL W a. <br />to <br />F- <br />< <br />W <br />W -F <br />W <br />C114 <br />0=)O <br />Z 0 <br />LU <br />< �- D <br />00 <br />0 <br />zo�y <br />0 <br />10 <br />1� W LL <br />Z <br />z <br />z <br />< <br />z <br />< <br />3 <br />01 0 <br />z <br />z <br />z <br />W <br />W <br />> "C­ <br />LAST PLOT DATE <br />M 0 <br />-IIII-A <br />1 <br />z 0 <br />STRUCTURAL <br />DETAILS - MONO <br />