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1155 OCEAN BLVD - ADDITION DRAWINGS-A 55RIE: v I AT ION 5 DOUBLE DEMO DEMOLISH DF. DRINKING FOUNTAIN D14. -4 A.S. ANCHOR BOLT DIA. F.B. FACE BRICK P FAR. PARALLEL DN. ABV. ACCESS DOOR P.B.O. PURN15WED BY OTHERS D.F. PL. PLATE WEIGHT DRAWING ACC. ACCESS OHD. RE FIRE EXTINGUISHER -35.25 PR, FAIR 24.5 A.C.T. ACOUSTICAL CEILING TILE 2 20 F -'a FIXED GLASS FT. F5F PAINT POUNDS PER SQUARE FOOT -55.16 ADJ. AFF. ADJACENT ABOVE FINISHED FLOOR 11.36 FIN. FIN. CLG. FINISH PIN15WED CEILING 3 10 P51 POUNDS PER SQUARE INCH A/C AIR CONDITIONING UNIT -93.15 PIR FLR, FINISHED FLOOR 19.46 F.V.C. POLYVINYL CHLORIDE 3 100 AGG. AGGREGATE FTG. FOOTING -462 P'T' PRE65URE TREATED 40.6 APU. AIR HANDLING UNIT 4 50 F.D. FLOOR DRAIN PWD. PLYWOOD -39b- ALT, ALTERNATE 42.6 REC, FIRE EXTINGU15PER CABINET D 20 40.6 -53.2 ALUM. ALUMINUM -46,0 r.E.5. FIRE EXTINGU15PER BRACKET 36.3 -44.2 DE51GN OF PA5TENING5 OF WINDOWS AND DOORS IN THE WALL 15 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER MEET THE COMPONENT AND CLADDING DE51GN WIND FRE55I APPROX. APPROXIMATE FURR. PURRING Q.T. QUARRY TILE AP. ACCE55 PANEL F.V. FIELD VERIFY ARCH, ARCHITECTURAL R RISER AWN. AWNING WINDOW GA. GAUGE R/A RETURN AIR GALV, GALVANIZED RAD, RADIUS E3 5D. BOARD G.C. GENERAL CONTRACTOR R.D. ROOF DRAIN BP 51 -FOLD DOOR G.D.O. GARAGE DOOR OPENING REF. REFRIGERATOR BIT. BITIMINOUS GoF.C.I. GROUND -FAULT CIRCUIT INTERRUPTER REINP. REINFORCED SLK. BLOCKING GL. GLASS READ. REQUIRED BLDG. BUILDING GL. 5K. GLASS BLOCK WINDOW RM. ROOM BOT. BOTTOM GWB GYPSUM WALL BOARD R.O. ROUGH OPENING 5RG, BEARING 5w. 5M. BRICK BEAM H H.r- HARDWARE S.C. SOLID CORE 5.U. BUILT-UP PDW. HARDWARE 5C14. SCHEDULE aWl, 50TH WAYS PGT. HEIGHT 5F. SQUARE FOOT HORZ. HORIZONTAL S.H. SINGLE HUNG WINDOW H.B. HOSE BIBS SWt SHEET CAP,, CABINET H.M. HOLLOW METAL SIM. SIMILAR CPT, CARPET H.S. HORIZONTAL SLIDER 51-. SLOPE C.I. CAST IRON HVAC HEATING, VENTILATING 4 AIR CONDITIONING 5GL SLIDING GLASS DOOR C.J. CONTROL JOINT H.W. HOT WATER 5D. SMOKE DETECTOR CL. CENTERLINE 5p< SPEAKER C.T, CERAMIC TILE SPEC. SPECIFICATIONS C.W. COLD WATER I I.D. IN51DE DIAMETER 5%, STEEL CONC, CONCRETE INS -UL. INSULATION 5.5, STAINLE55 STEEL C.O. CASED OPENING INT. INTERIOR STD. STANDARD COL. COLUMN VOR, STORAGE CONTR. C.M.U. CONTRACTOR CONCRETE I-IA50NRY UNIT J JAN. JANITOR 51 SYR SHEAR WALL SOUTHERN YELLOW PINE CONT, CONTINUOUS Jt JOINT r -LG. CEILING T T. TREAD CR, C.J. COURSES CONTROL JOINT K KIT, LAMINATE (D) THK THICK CaFill. CUBIC FEET PER MINUTE K.S. LAVATORY T4G TOP. TONGUE AND GROOVE TOP OF FOUNDATION C.F. CUBIC FEET T.O.M. TOP OF MASONRY C.I.P. CUBIC FEET T.O.W. TOP OF WALL CIR, CY. CIRCLE CUBIC YARD L LAM. LAMINATE (D) TV. TELEVISION LAV. LAVATORY TYP, TYPICAL TD TRENC,14 DRAIN DEL, DOUBLE DEMO DEMOLISH DF. DRINKING FOUNTAIN D14. DOUBLE HUNG WINDOW D15p, DISPENSER DIA. DIAMETER DIM. DIMENSION D.L. DEAD LOAD DN. DOWN DR. DOOR Ds. DOWNSPOUT D.F. DESIGN PRE55URE5 DUYU DRAWING EA. E.J. ELEC. Ea. E.W.C. E.U.H. EL. EXIST EXH. EXT. M MATL. MATERIAL MFGR' MANUFACTURER MA5. MASONRY M.O. MASONRY OPENING M.C. MEDICINE CAE51NET MAX. MAXIMUM MIR, MIRROR MECH. MECHANICAL MTL. METAL PANEL MIR MINIMUM EXISTING EXHAUST EXTERIOR M a U N N.I.C. NOT IN CONTRACT VERT. NOM, NOMINAL bli N.T.5. NOT TO SCALE EACH COMPONENT AND CLADDING WIND LOADS WF EXPANSION JOINT WF;nW5 ZONE EFFECTIVE WIND AREA (SP) ELECTRIC W.C. EQUAL O.C. ON CENTER ELECTRIC WATER COOLER OFNG. OPENING ELECTRIC WATER HEATER O.D. OUTSIDE DIAMETER ELEVATION OHD. OVERHEAD GARAGE DOOR EXISTING EXHAUST EXTERIOR M a U up'. V VERT. WIND DESIGN PER F5C RE51DENTIAL 2010, TABLE R301.2(2) V.G.T. bli W.C. 130 MFH I C (Bxl.4 COPE) ENCLOSED 22 FT. 16,2602 DEGREE 3.0 PT. w1a COMPONENT AND CLADDING WIND LOADS WF WF;nW5 ZONE EFFECTIVE WIND AREA (SP) w0l. W.C. 245 W/ w/o 22.4 WWF URINAL VERTICAL VINYL COMPOSITION TILE WATER CLOSET WALK-IN CLOSET WIDE FLANGE WATER RESISTANT GYPSUM WALLBOARD WELDED WIRE MESH WATER CLOSET WITH WITHOUT WELDED WIRE FABRIC -faft, -gum, ROOM ADjL'.A-tT110N 115,50 OCE'AN BOULENVvARD' ggs--tee• NORTH rT"I\ INDICATES DIRECTION OF NORTH DRAWING NUMBER X SECTION SWEET NUMBER WHERE Z( SECTION 15 DRAWN X DRAWING NUMBER DETAIL A- SHEET NUMBER WHERE WIND DESIGN PER F5C RE51DENTIAL 2010, TABLE R301.2(2) DETAIL 15 DRAWN BA51C WIND SPEED; WIND DE51GN METHOD: ASCE 1-10 IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXPOSURE CLASSIFICATION: MEAN ROOF HEIGHT ROOF ANGLE: 11-21 DEGREES) EDGE STRIP 130 MFH I C (Bxl.4 COPE) ENCLOSED 22 FT. 16,2602 DEGREE 3.0 PT. (31/2:12) COMPONENT AND CLADDING WIND LOADS SHEET NUMBER WHERE ELEVATION 15 DRAWN ZONE EFFECTIVE WIND AREA (SP) ADJUSTED WIND LOAD(PSP) 1 10 245 -38.92 1 20 22.4 -31B 1 50 19.46 -36A 1 100 1136 -35.25 2 10 24.5 -6116 2 20 22.4 -62.44 2 50 19.46 -55.16 2 100 11.36 -49,134 pp 3 10 24.5 -100.2 3 20 22.4 -93.15 3 50 19.46 -05.12 3 100 11.36 -15.6? 4 10 42.56 -462 4 20 40.6 -44.2 4 50 38.1 -41.1 4 100 363 -39b- 5 10 42.6 -DIO D 20 40.6 -53.2 5 50 38.1 -46,0 100 36.3 -44.2 DE51GN OF PA5TENING5 OF WINDOWS AND DOORS IN THE WALL 15 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER MEET THE COMPONENT AND CLADDING DE51GN WIND FRE55I FRAMING AND SHALL RES -faft, -gum, ROOM ADjL'.A-tT110N 115,50 OCE'AN BOULENVvARD' ggs--tee• NORTH rT"I\ INDICATES DIRECTION OF NORTH DRAWING NUMBER X SECTION SWEET NUMBER WHERE Z( SECTION 15 DRAWN X DRAWING NUMBER DETAIL A- SHEET NUMBER WHERE DETAIL 15 DRAWN ELEVATION LETTER ELEVATIONS D SHEET NUMBER WHERE ELEVATION 15 DRAWN lqr:SEWED FOR COWS' COMPLIANOM Ty ()F ATLAWIC e -�F eg FOR ADDITIONAL g _ pEqA�Arer p cq'5 U I % Fj"g ra N. �f GA ti 0 fo, 0 N a rf 10 N 8 VAR; pirvions-D 2-, FLORIDA RESIDENTIAL CODE 2010 EDITION NATIONAL ELECTRIC CODE 2006 EDITION TYPE OF CON5TRUCTION NEW CONSTRUCTION TYPE V UN5PRINKLED 5COPE OF WORK CONSTRUCT NEW SECOND STORY FRAME, ADDITION ON EX15TING CMU GARAGE NO INCREASE IN IMPERVIOUS SURFACE INDEX OF DRAWINGS: r -I TITLE SWEET, SITE PLAN, DATA A-1 FLOOR PLANS,, ELEVATIONS A-2 SECTIONS 5-1 FRAMING PLANS DATE OF ISSUE 2-13-14 DRAWN BY: ISP SHEET NO. ANDREWS r ID003 0 u V) u u u wQ: I 14 u 10 i� pp DATE OF ISSUE 2-13-14 DRAWN BY: ISP SHEET NO. ANDREWS r ID003 u V) u u wQ: I u u DATE OF ISSUE 2-13-14 DRAWN BY: ISP SHEET NO. ANDREWS r ID003 —-------- ---j- __ , «� ----------------------------- ----------------- --------------- \� ------------�_�.----- 4' S" rJ L, I } OT-7 ELEVATION( SCALE: J L, I I J L J L, { I II L—_.—J L --- .J SOUTH IFS. VATION SCALE: 114"=V-0" EXISTING EXIS jNG OF PLATE _ WINDOW WEAR I SECOND FLOOR ------- ,`— , TOPOr" EXIST. PLATE ---------------- ---- - z Lu EXISTING -L -------------------------------------------------- -a I I I ---------------------------------------------------L----� SCALE: 1/4"--l'-O" 91Y11�1 �� EI a_ ll dddd 1 _ n1�fl 5E OD FLOOR PLAN SCALE: 114"-1'-0" 0 ,7I 0 12 �3 TO MATCF4 rEXISTING� TRUSS OF I TO BE REMOVEDI ----------------------------------------------------- -a-- -------- -------------- -----------------, - I If x EXISTING O.H. GARAGE DOOR TO REMAIN r1- ----------------------------------------------------- I I I I L---.---------_-------.------.--------------------------L___J WEST ELEVATION F O I N GARAGE / f , / / I I I \ I \ I I� \ \ I ^ I � fi I \ I vv t EXISTING GARAGE DOOR BELOW 3av�11 hl. 21'-0" WIN FIRST FLOOR FLAN (EXIFINIGO SCALE: 1/4"= I'-0" TOP OF PLATE N cli NEW "SECOND FLOOR TOP OF EXIST. PLATE SHA r I " . OL, AS' A SEC lNo flie EXISTING FENCE TO REMAIN G Ami NEW STAIR r LATE OF ISSUE 2-13-14 DRAWN BY: HGF SKEET NO ANDREWS A-1 15003 2ae10�1 I„I i' -S” 2'_IOIa ------------------ ---- ---- -- ----------------- 3040 .P. PR 26 0 SV 3040 T.k \ / 6 E f jT I NROOM f \ f \ \ / \ I f \ PR 3040 DA PR 3040 DA, ----------------------------------------------------------- �Ie�y, 01 dd IBle6{1 tl«aFf ✓ d 211' -011 - 5E OD FLOOR PLAN SCALE: 114"-1'-0" 0 ,7I 0 12 �3 TO MATCF4 rEXISTING� TRUSS OF I TO BE REMOVEDI ----------------------------------------------------- -a-- -------- -------------- -----------------, - I If x EXISTING O.H. GARAGE DOOR TO REMAIN r1- ----------------------------------------------------- I I I I L---.---------_-------.------.--------------------------L___J WEST ELEVATION F O I N GARAGE / f , / / I I I \ I \ I I� \ \ I ^ I � fi I \ I vv t EXISTING GARAGE DOOR BELOW 3av�11 hl. 21'-0" WIN FIRST FLOOR FLAN (EXIFINIGO SCALE: 1/4"= I'-0" TOP OF PLATE N cli NEW "SECOND FLOOR TOP OF EXIST. PLATE SHA r I " . OL, AS' A SEC lNo flie EXISTING FENCE TO REMAIN G Ami NEW STAIR r LATE OF ISSUE 2-13-14 DRAWN BY: HGF SKEET NO ANDREWS A-1 15003 2 WE 2x$ LEDGER w/ 2-1124 THREADED RODS 4" EMBED, SEE PLAN FOR ANCHOR LOCATIONS 1/2,10 THREADED ROD — 6" EMBEDDED 0 EA. VERT. '/2"� THREADED ROD 4" EMBED 0 EA. VERT, AT ALL WALL ANCHOR, SPACE WOOD 1/2" FROM WALL w/ STACKED W.D. GALV. WASHERS, TYPICAL f"\5ALCONT' 5:.C,rlCN, 3" SCALE: 1/2"s I' -O" CODE COMPLIANT RAILING TO MATCH RAILING At FRONT BALCONY `HIGH WIND" ASPHALT SHINGLES ON 300 F LT ON 1/2" NOM. STRUCTURAL 514EATPING DECKING NAILED w/ Od PING SPANK NAILS 'a b" O.C. AT PANEL EDGE$ AND INTERMEDIATE AND 4" OC AT COMPONENr AND CLADDING EDGE STRIP 11 3 I. 2'�011 1 0 o 4'-511 FIN. FLOOR q BONUS ROOM `q I I DECKBOARD5 5IMP50K A34 ANGLE w/ 6-10d 0/2" NAILS, TYP. EA. RAFTER. I- 5IMP60N H2,5A w/5 -8d x 0/2" 2LOV`�TO RAFTER 4 5 -ed 'to TOP Z 'I PLATE, TYP, '---METAL DRIP ON Ix6 FASCIA ON 2x4 SUB FASCIA, TYPICAL 2J/2"O THRU BOLT, TYP. PROVIDE CODE COMPLIANT STAIR GUARD RAILS, HANDRAILS AND RAILS AT LANDINGS. SEE PRC R312.1 AND 83122 RAILING SELECTIONS TO BE BY OWNER lit 2'-011 ML TIO RFF- OU (TYPICAL ALL FLOORS, WALLS AND ROOP5) 2x6 Wool) FRAMED EXTERIOR WALLS Fl, -21 BATT INSULATION ALL ROOP4 R-30 BATT INSULATION SECOND FLOOR R-21 BATT INSULATION WALL$ AT ROOMS WITH WATER CL05ET R-13 BATT INSULATION (AS ACOUSTICAL INSULATION) WOOD SPECIES: 6ILL PLATES ON CONC, OR MASONRY - BORATE TREATED 5YP OTHER PLATES - 5YF HEADERS - STP. STUDS - SPRUCE FINE PIP. MISC. - SPRUCE PINE FIR ALL PASTENER5 CONTACTING ACG TREATED LUMBER SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. 1/4" T* ADVANTEX PLYWOOD DECK GLUED AND NAILED TO it PREEE-NdINMRED FLOOR TRU55ES a it 16" O.c."Typ. 2-1/2`� THRU 5OLT6 a 2XIO To EA. 44 VERTICAL P.T. 2x5 a 16" O.C. SMAIriwAy CoNgMUC-rjr r4 2xI0 CONT. u P.T. 2xI0 SKIRT 4 SIDES SHALL BE A,8 pEn w OF LANDING. ATTACH TO --61MP50N LU26 w/ NEW GW5 CEILING 2-112`0 THRU BOLTS v) 2- 2xI0 PO5T6 w/ 2-1/2"0 BOLTS. 6-10d TO HEADER 'OF Ujtl� FLORIDA BL#,Lr W -,W TO EA. 44 VERTICAL AND 4-10d TO JOISTS 2-1/?`� THRU BOL TS 0 2- 2xI0 2-2xI0, ONE EA. 51DE EA VERTICAL 2x6 JOISTS ON HANGERS 'S I6` O.C. 4x4 DIAGONAL 1/2"4xl" LAG 5CR5W NOTCH VERT. 45 SHOWN FACE OF EXISTING HOUSE PACE OF EX15TING GARAGE BEYOND FOOTING, V- " x 1°-4` x V-0` w/- 2-0 5 BARS A. WAY. ANCHOR POST w/ 1/2N x 4" 6IMF50N TfTEN SCREW INTO FOOTING AND 12-16d TO POST, TYP. ALL (ox(v POST$ P.T. (ox(v POST, TYP.- TREADS FROM 2 P.T. 2x, TYP. P HANDRAIL AND �7�7- -1 y_—_ P.T. 2x8 PICKET5 NOT5HOWN ATTACHMENT OF STRINGER AND SKIRTS TO POSTS TO BE 2-1/2"0 5OLT5 PER CROSSING /7"OTAIR, SECT ION - SCALE: 1/2"d'-0" a FACE OF EXISTING GARAGE BEYOND EX15TING SLAB "HIGH WIND" ASPHALT SHINGLES ON 300 FELT ON 1/2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ Od RING SHANK NAILS -0 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP 0 3 9 METAL DRIP ON Ix(o FASCIA ON 2x4 SUB FASCIA, TYPICAL CEMENT FIBER VENTILATED SOFFIT, TYP. Ix6 TRIM, TYP. STUCCO ON PAPER BACKED METAL LATH ON 150 FELT ON 1/2" NOK al STRUCTURAL SHEATHING PANELS, TYP. o. - EXTEND EXISTING CAST IN ANCHOR BOLTS w/ SIMP50N COUPLERS AND '/2`0 THREADED RID TO ABOVE NEW DOUBLE TOP PLATE, TYPICAL STUCCO BAND AT JOINT BETWEEN EXISTING AND NEW STUCCO EXISTING FOOTING GAL WALL 5ECTi0N- scALr-: 1/411til-ev, Cl DKFEE OF ISSUE 2-13-14 DRANVN BY: HGF SHEE'rNO. ANDREW$ A-2 15003 A 5 T E I N I NG 5C H D U L E REPRODUCED FROM FISC TABLE 2304.9.1. SEE TABLE FOR ADDITIONAL RECUIREfi TENTS AND EaUIVALENT5) LOCATION FASTENING LOCATION J015T TO SILL OR GIRDER 3 -td TOENAIL BRIDGING TO J015T 2 -td TOENAIL EACH END 50LE PLATE TO JOIST OR BLOCKING Itd w lo" O.G. TYPICAL FACE NAIL TOP PLATE TO STUD 2m16d COMMON END NAIL STUD TO 50LE PLATE 4-8d COMMON 2-1td COMMON TOENAIL ENID NAIL DOUBLE STUDS lod o 24" O.C. FACE NAIL DOUBLE TOP PLATE 16dflit" O.G. TYPICAL FACE NAIL DOUBLE TOP PLATE 8 -ltd COMMON LAP SPLICE BLOCKING BETWEEN JOI5T6 OR (RAFTERS TO TOP PLATE 3-8d COMMON TOENAIL RIM J015T TO TOP PLATE td %I o" O.C. TOENAIL TOP PLATE, LAPS AND INTERSECTIONS 2-16id COMMON FACE NAIL CONTINUOUS HEADER, TWO PIEC56 ltd COMMON it" O.C. ALONG EDGE -� CONTINUOUS HEADER TO STUD 4-6d COMMON TOENAIL CEILING JOISTS OVER PARTITION5 3-I6d COMMON MIN., TABLE 2308.10.4.1 FACE NAIL CEILING J015T5 TO PARALLEL RAFTERS 3-16d COMMON MIN., TABLE 2308.10.4.1 FACE NAIL RAFTERS TO PLATE 3 -td COMMON TOENAIL BUILT -UF' CORNER STUDS fod COMMON 24" O.C. BUILT-UP GIRDERS AND BEAMS 20d COMMON a 32" O.C. FACE NAIL s TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES COLLAR TIE TO RAFTER 3-10d COMMON FACE NAIL JACK RAFTER TO HIE' 3-IOd COMMON TOENAIL ROOF RAFTER TO 2x RIDGE BEAM 2 -ltd COMMON TOENAIL JOIST TO JOIST BAND 3-16d COMMON FACE NAIL LEDGER STRIP 3-lod COMMON FACE NAIL WOOD STRUCTURAL PANELS SUBFLOOR, ROOF AND WALL 5HEATHING TO FRAMING (NAILS SPACED s t" O.C. AT EDGES I/2" OR LESS 12" O.C. 1w INTERMEDIATE SUPPORTS 15132" TO 19/32" EXCEPT t" a SUPPORTS WHERE SPANS ARE 48" OR MORE) 19/32" TO 3/4" SINGLE FLOOR 3/4" td td RING SHANK (RF03.2.3.1) td od t" O.C. EDGES AND INTERMEDIATE 4" O.C. AT COMPONENT AND CLADDING EDGE STRIP 03, 5EE FIGURE 1009.2(c) NOTE: ROOF 5HEATHING NAILING TO BE WITH ad RING 514ANK NAILS 31-611 MAID INLI: (.1"141 HtAL)I=M Iv MtI'I/AIN SCALE: 1/4"=V-011 zm �L0('_)'R FRAMING PLAN ----- ---- ---- --- — ---- ----- ---- ---- - --- \` 3-2 0/2/2 2xi0f2/2 3-2xloi /2 / a - I u k I d Y 3 g N \ \ %b \ tea / I / I A'i l I / I / I \ / I \ / I ` / I SIMPSON 1-12.5A w/5 -5d x O TRU$5 4 5-6d TO TOP LATE, TYP. \ / I v / I ` / I \ / I NOM. PLYWO�D DECKING NAILED w/ ad RING SHANK NAILS 9 t" O.C. AT PANEL EDGES AND 41— "i CLADDING. EDGE 5TRIP 03 ON PREENG3INEERED WOOD TRUSSES 24" O.C. t � I I d / \ 1- SIMPSON H2.5Au15 I // \\ TO TRUSSlj�fi 3V PLATE TF' air ' aye 2x8 C \' 41 3-2x-/I-2x-/I/I vvv \ I OF f -A► lid PLAN y ALE: 1/4 1'-0° D DATE OF ISSUE 2-13-14 DRAT BY: HGP -FO 1 O 0 P s4 F02 El j i L IL 1w w 1 1�J- F02 (� F02 v CL F02I i tY� �I v Imo- — -- — 02 -1--00- 08 --- --- - ---- �� 6V N ® W L N O o O II O I: -- - F02� - J - ! I O of -- if �� ® --I ❑! , ® 0) CJ3 ® L6 Ff02 \ IIS CN in M 00"COM " LL M U) .U¢O N mv — 1 �F02 � f I I F02fit F02 F02 I F02 F02 F02 I ---— --- ---- - ----- F01 NI A01 CJ3 �C) !Iw LO�iLo O 0 P s4 i L IL 1w w 1 1�J- w (� Ln m L !!� !ice iw c) 1w- w 1w -LI) 1w 11W ��w Iw C) C) CJ 1 CJ3 O �x s s4 i 1 !I 'a N I v CL tY� �I v 6V N ® W L N O o O II O I: O SIN Lr)LO 70 J N ! I O of -- if �� ® --I ❑! , ® 0) CJ3 ® L6 \ IIS CN in M 00"COM Ln m L !!� !ice iw c) 1w- w 1w -LI) 1w 11W ��w Iw C) C) CJ 1 CJ3 O �x s s4 i 1 'a N O v CL 6V N ® W L N O o O II O O> O SIN Lr)LO 70 J N y I O of --I - , ® 0) CJ3 mom CA IIS CN in M 00"COM " LL M U) .U¢O N mv U cliiLao- F02 FG2 F-4 91b -T-FO-2-- F02 Lq- cv) LOd 0 w I I;w FLO F 02 EM 1w 0 -4 (C =F—T' CJ 1SCJ U ,4 c) \ C) 0 0 —0 J3 -i JCJ3 A76 �l F02 G) Cl) ® Q)0 0 co F02 C on- X02 — _— _ l A 02 �I F02 -n �A03 F02 04 F02 F02 A047 A04 F02 FF -0-2 F02---- 0iC). a) ni M 0 .y cv) LOd 0 w I I;w FLO T[m ////0 EM 1w 0 -4 (C /S 1 CJ 1SCJ U ,4 c) \ C) 0 0 —0 J3 -i JCJ3 A76 �l NJ G) Cl) ® Q)0 0 co 00� C on- A 02 JFU -n �A03 04 cu A047 A04 0iC). a) A70 46---2 zco E � � ((.L)) 1 1 U) Z E mf a) 0 LO 'r- 0 F --F ------ J3 o ® 8) CJ31� Lo LO IF -Awl W WLI) LO cy) M 0 .y a= I�. 2' EM -4 (C In IIS U ,4 c) LT M c' —0 CY) > G) Cl) ® Q)0 0 co 00� C on- JFU cu a) zco E � � ((.L)) 1 1 U) Z E mf a) 0 LO 'r- 0 'o o a= I�. 2' EM -4 (C In IIS U ,4 c) LT M c' CY) > G) Cl) ® Q)0 0 co C on- \,-- F02 ❑ -- -- -- -/ , F02 � ��03=-_ - L F02 1 e �FO-27 -- -- F02 = -- - -� F02 � � F02 a F02 F02 F02 -- - �F02 -_ i F01 w W W LS I C 1 Cil CD CJ3 CJ3 A01 A02 cD lb A03 A0410 — A04 A0A04A03 A02 A01 CJ3 CJ3 LO Cil Cil LO LO LO LO LO co \� co LO 0 m ° I i iUl Rq �U 70 Lo o -- -/ , ��03=-_ ® 0 m ° I i iUl Rq �U 70 Lo o IF F TOI- El TF02 I F02 C) F02 C) F02 F02 El F02 8 F02 F02 F02 F02 F02 F02 Oo F02 0 F02 F02 R02 --- F02 N F01 LO !:o LO LO LO Cil Cil CJ3 L6 CJ3 AOI A02 C? A03 10,08 A04 A04 0 A03 A02 A01 0' C) CJ3CJ3 C) LO ci 1 Cil co LO LO LO w cl