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GENFIRAL NOTES: THIS BOLD 4G HAS BEET] DESIGNED TO CONFORM TO THE 2004 FLORIDA BUILDING CODE ARKAY ENGINEERING INC. A REGISTERED LICENSED, FLO RDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED ' RATIONAL ANALY 60' FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADD NGS SHALL SE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS FLOORS. LIVE LOADS - 40 P.S.F. DEAD LOADS - 10 P.S.F. ROOF. LIVE LOADS (TRUSS TOP CORD) - 20 P.S. F. DEAD LOADS (TRUSS TOP CORD) - 10 P.S.F. DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S F. ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P S.F. WIND DESIGN .ASSUMPTIONS. SUILDNG EXPOSURE - B BUILDING IMPORTANCE FACTOR - LO MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIE Nr - 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT - . / - 0 .18 SEE WIND SPEED AT BOTTOM RIGHT OF ALL SH EETS SOIL BEARING 4 COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE S OIL BEARING CAPACITY OF 2000 P.8.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OW NER 16 RESPONSIBLE ING E FOR VERIFY THAT THE 8011- ON THE SITE US PROPERLY PREPARED AN D COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F. FOUNDATION LOADING ARKAY ENGINEERING INC. A REGISTERED LICENSED FLOR IDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS W ITHOUr VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING ARKAY ENGINEERING INC SHALL NOT BE RESPONSIBLE FO R THE SITE SOIL ABILITY TO SUPPORT THE BUILDING LOADS FOUNDATION 4 SLAB - ON- GRADE NOTES : BUILDING SITE SHALL SE SCRAPED TO REMOVE ALL ORGA NIC MATERIALS:. ANY ADDITIONAL FILL PLACID ON THE BUILDING PAD AR EA, SMALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING. SLAB SHALL SE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEA N ADEQUATELY COMPACTED AND TERMITE POISONED SOIL CONCRETE UTILIZED N THE FOUNDATION AND SLABS WA LL HAVE A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIFIED N ACCORDANCE WITH ASTM A -6I5. LAP SPLICES, WHERE REQUIRED SHA LL BE A MINIMUM OF 2e FOR GS REBAR , 30" FOR G6 REBAR 4 35' FOR 01 REBAR PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL NEIGH T OF 4 COURSES ( AFTER FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OW NER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS P RIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 CO URGE ARE REQUIRED A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS ME, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRIECTED FROM MARKER TO MARKER TO VERIFY R EQUIRED SET BACKS MASONRY WALLS: CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONR Y N ACCORDANCE WITH ASTM CAW AND SHALL HAVE MINIMUM F'M OF wo P S.I. MORTAR SHALL CONFORM TO ASTMC -210 AND SHALL BE E ITNER TYPE M OR S REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND I DENTIRED IN ACCORDANCE WITH ASTMA-615. LAP SPLICES WHERE REQUIRED SMALL BE A MINMUM OF 25' FOR "5 REBAR 30" FOR 06 REBAR AND 35' FOR 01 REBAR GROUT FOR THE POURED CELLS AND UNTErS 814ALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8' PLACED AT 8 TO I INCH SLUMP AND HAVE A M INIMUM 28 DAY COMPRESSIVE STRENGTH or- 2000 P.S.I. ( WHEN TESTED PER ASTM C-IOIS ) PROVIDE CLEAN OUT OPENINGS ( Q SQ. IN. ) N CELL S CONTAINING SPLICED REINFORCEMENT. WHEN THE GROUT POUR EXCEEDS 5 FEET N HEIGHT SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERE D TERMITICDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHE R APPROVED PROTECTION LABELED FOR USE AS, PREVENTATIVE TREATMENT TO NEU CONSTRUCTION. A CERTIFICATE OF COMPUANGE" SMALL BE ISSUED TO T HE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A ' CERTIFICATE OF OC CUPANCY WILL BE ISSUED. THE CERTIFICATE SHALL STATE: (PEER F13C R320.1) THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FO R THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERS SERVICES IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION SECTION R320.1 THROUGH R320.1.6 DO NOT APPLY. A S IGNED FIVER EYAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLA Tk:>),L MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SMALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVA L ( PER FBC R320.I.1) INITIAL SOIL POISONING TREATMENT SMALL BE DONE AF TER ALL EXCAVATION BACKFILLING 4 COMPACTION ARE COMPLETE ( PER FBC 3 20.1.2.) ANY SOL DISTURBED AFTER THE INITIAL TREATMENT GH ALL BE RE- TREATED NCLUDNG ANY BOX OR FORMED AREAS ( PER FBC R320, 1.2) BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MIST BE OF AN ADECIUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURB,ANC E OF THE SOIL AFTER THE INITIAL TREATMENT ( PER FBC R320.1.31 _ ATTACH MINIMUM 3/4" P.T. BUCK STRIP THAT IS THE MINIMUM WIDTH OF DOOR FRAME USING .CcJ-IXI 3/8" T- NAILS MAXIMUM 10" OC. CAULK DOOR FRAME PER YOUR MANUFACTURES RECOMMENDATIONS CAULK WINDOW PER Y WINDOW MANUFACTURE RECOMMENDATIONS T4 LOAD AND COMPREV FOR YOUR JOB LOCA' I A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION P RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL BE REQUIRED (PER FBC R320.1.4) ANY CONCRETE OVERPOIR , MORTAR OR STUCCO MATERIAL &,ALONG THE FOUNDATION PERIMETER MUST ISE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT. ( PER FBC R320.L5) EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN al OF THE STRUCTURE SIDE WALLS (PER FBC R 320.L6) AN EXTERIOR VERTICAL CHEMICAL BARRER SHALL BE IN STALLED AFTER CONSTRUCTION IS COMPLETE ( NCLUDNG LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER 16 APPLIED, SHALL BE RETREATED (PER FBC R320.1.6) CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAS T If AWAY FROM THE BUILDING SIDE WALLS (PER FBC R32O.'V AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FIL L MUST BE REMOVED FROM BELOW AND WITH IN 12' OF THE BUILDW-, THIS SHALL INCLUDE ALL GRADE STAKES TUB TRAP BOXES, FORMS SHORING AND ANY OTHER CE L U G OS E CONTAINING MATERIALS PER (FBC R320.8.3-) THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EX CEPTIONG: PANT AND DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8' THICK A0143RM DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LE88 THAN 6' T O ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS (PER FBC R104) EXTERIOR WINDOWS 4 DOORS: ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DO OR SHALL SE TESTED IN ACCORDANCE WITH ANSI/AMMAMWUDA IO1/I82 STANDARD AND BEAR AN AMMA OR WDMA LABS- IDENTIFYING THE MANUFACTURE PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY ALL MULLIONS AND ADJACENT DOOR/WINDOW ASOEM15UES SHALL BE TEST OR ENGINEERED TO TRANSFER 1.5 TMES THE DESIGN LOADS TO THE ROUGH OPENING S UBSTRATE INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE M ANUFAGTURE ANGHIORING RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESS SPECIFIED ELECTRICAL, PLUMBING, 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411.003 (2) (U OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMB NG AND MECHANICAL SYSTEMS DRAWN HIERON ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO A DDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WI T14N 6' FEET OR SINKS), GARAGE AND AT IX IrIOR LOCATIONS SHALL SE WIRED INTO A GROUND F AULT INTERRUPTER 'GFI' CIRCUIT AFI CIRCUIT ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES 8H ALL BE WIRED INTO AN ARC -FAULT INTERRUPTER SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AN D IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER UVNG AREAS GROUND WIRE FORM REBAR TO ELECTRICAL PANE- PER N. E.G. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS O R CEILINGS SEPARATING THE DWELLNG FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO.26 GAUD E SHEET STEEL OR OTHER APPROVED MATERIALS AND SMALL HAVE NO OPENINGS INTO THE GARAGE ( FBC 2004 R30S.1.1.) SAFETY GLAZING: THE FOLLOWING SMALL BE CONSIDERED SPECIFIC HAZARD OUS LOCATION FOR THE PURPOSE OF GI ADNG (U GLAZING IN SWING DOORS, FIXED AND SLIDING PAN EL OF SLIDING DOORS ASSEMBLIES (2) GLAZING IN DOORS AND ENGL08lN2ES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY P ORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WH19RH THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60' ABOVE THE DRAIN INLET (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANE- ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24' RAD IUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM E>GF IS LESS THAN 6 O' ABOVE THE FINISH FLOOR OR WALKING SURFACE (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PA NEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS Cy AND (3) ABOVE. THAT M EETS ALL OF THE FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREAT ER THAN S SQ. FT. (B) BOTTOM EDGE LESS THAN IS" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR (D) ONE OR MORE WALKNG SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING REFER TO THE 2004 FLORIDA BUILDING CODE RESIDENT] AL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDO US LOCATION FOR THE PURPOSE OF GLAZING DRAFTSTOPPING: IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPINGS SHALL BE PROVIDED ( PARALLEL TO THE MAN FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SE PARATING USEABLE SPACES. DRAFTSTOPPING SHALL BE CONSTRUCTED SUCH THAT THE FLOOR / CE IN G ASSEMBLEY IS BROKEN UP INTO TWO OR MORE APPROXIMATED AREAS WITH NO AREA GREATER THAN 1000 SCLFT. TRUSSES: IF THE CONTRACTOR, TRUSS MANUFACTURE OR ANY OTHE R DESIGN PROFESSIONAL REVISE THE TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PL ANS ARKAY ENGINEERING, INC IS REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMEN TO FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOADS AND COMPRESSIONS RATINGS FOR YOUR JOB LOCATION. ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" SPACE BETWEEN BUCK AND DOOR JAMB SLOCK DOOR ATTACHMENT DETAIL ATTACH WINDOW TO I X 4 P.T. THROUGH WINDOW FIN PER YOUR WINDOW MANUFACTURE INSTRUCTIONS TO MEET WIND LOAD AND COMIPRESSION RATINGS FOR YOUR JOB LOCATION R BLOCK WALL WOOD WINDOW ATTACHMENT DETAIL THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE �sREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THB CONSTRUCTION 2 X 4 NAILERS TYP 2 X 8 n YELLOW PINE RIDGE BEAM TYP. VERT SCAB CONT. 2 X 4 NAILER TYP _ 2- 160 NAILS PER TRUSS BEVEL CUT TYP SIMPSON H3 FRAMING ANCHOR TYP. ROOF SHEATHING 54' MIN TOILET PAPER 146 4r MIN WOLDER HANDICAP TOILET DETAIL 18" MIN �IS" MIN�24" MIN LAY. I I z I I CLEAR FLOOR �Q SPACE -------------- 1 601, MIN GRAB BARS A GRAB BAR SHALL BE PROVIDE LOCATED 33' INCHES FROM AND PARALLEL TO THE FINISHED FLOOR. MEASURED VERTICALLY TO THE TOP OF THE RAIL WITH VARIATION OF NOT MORE THAN 1/2 INCH AND. L SMALL HAVE AN OUTSIDE DIAMETER OF I V2 INCHES 2. SHALL PROVIDE 1 1/2 INGaES OF CLEARANCE BETWEEN THE RAIL AND T14E WALL 3. SHALL BE 80 DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 LOS APPLIED AT ANY POINT. DOWNWARD OR HORIZONTALLY. 4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTI RE LENGTH. SPECIAL NOTE. GRAB BAR MEETING THE APPUCA15LE ANSI STANDARDS ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT. S. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED AT THE LEADNCs EDGE OF THE WATER CLOSET. 2 X 8 n YELLOW PINE RIDGE BEAM TYP. USSES BELOW SHEATHED :IOR TO VALLEY FRAMING :TALLATION 6 02 YELLOW PINE LEY FRAMING TYP. COMMON TRUSS 2 X 4 VERTICAL SCAB + 48" or — MAX CONN. W/ 4 I6D NAILS + TOP 4 USP RT3 OR SIMPSON 1-13 HURR CLIP AT BOTTOM 2 X 6 n YELLOW PINE �- RAFTER IN 24" OG 4- 160 TOE NAILS + RIDGE BOARD END 2 X 4 CONT W3 HURR�R OR 4�N0C II II II it II II TYP, UPS RT3 OR SIMPSON H3 HURR STRAP + 480 SECTION "A" - "A" Oc TYP. ROOF VALLEY DETAIL TYPICAL CONY FRAME VALLEY DETAIL ALL CONNECTORS ON VALLEY FRAMING DETAIL HAVE BEEN REVIEWED AND SIZED FOR COMBINE UPLIFT, SHEAR AND LATERAL LOADS HAND RAIL TO BE MOUNTED ON EACH SIDE WALL IN STAIR AREA TO SUPPORT A MINIMUM OF 25OL55 RAILING TO ME ALL A.D.A, CODES. TYPICAL 2X4 WOOD FRAME WALL CONSTRUCTION BELOW LANDING WITH 2X10 02 PINE JOIST SPACED 16" OC WITH 3/4" T4G PLYWOOD (4) 2X12 02 PINE STRINGERS ONE AT EACH END OF TREADS AND TWO EQUALLY SPACED IN CENTER HAND RAIL TO BE MOUNTED ON — EACH SIDE WALL IN STAIR AREA TO SUPPORT A MINIMUM OF 250LBS RAILING TO ME ALL A.D.A, CODES. 0 ION TREADS CA z 6 15/16" RISERS OR MAXIMUM 1", TO BE VERIFIED ON SITE (4) 2X12 02 PINE STRINGERS ONE AT EACH END OF TREADS AND TWO EQUALLY SPACED IN CENTER STAIR CUT DETAIL NOT TO SCALE UPS RT3 OR SIMPSON 143 HURR STRAP EACH END 6MAX. TOE CLEARANCE rT' MAX LAV DEPTH --/ 8" MN KNEE CLEARANCE HANDICAP SINK DETAIL SINK 1. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34" FROM THE FINISH FLOOR. EACH SINK SHALL BE MINIMUM OF 6 1/2" DEEP. 2. CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN UNOBSTRUCTED SPACE OF AT LEAST 60' IN DIAMETER OR Sr BY -W FINISH INSIDE DIMENSIONS ADJACENT TO THE LAVATORY AREA. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19' UNDERNEATH THE LAVATORY OR SINK FRONT VIEW ' Ale 1 MINIMUM CLEAR OPENINCs I I I I I 6N I i 3:: I I I I I O Iff, I � I I I N I cn I I I I 471+ I FINISH FLOOR I NI LOW A.D.L. WATER FOUNTAIN DETAIL NOT TO SCALE 2x4 GROSS -BRACING RIDGE I 20'-0" MAX I jTtl ice. :INIONLTA �i p no M11111111111111111ON TOP/BOTTOM CHORD GABLE TEND BRACING a 48" O.G. MAX FOR THE FIRST 4 ROWS OF TRUSSES SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADOTIONAL BRACING OR CROSS BRACING REQUIREMENTS REQ. MINIMUM TRUSS 5RACING W d l� CONT. BOTTOM CHORD BRACING (1"x4" MIN.) 0 10'-0" MAX. ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS �/ ) RICH L. DDEY — FLORIDA ENSE NU BER 37296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2004 FOR 120 MPH (3 SECOND GUST) WIND ZONE -100 MPH FASTEST SPEED AND THE ENTIRE 2004 FLORIDA BUILDING CODE INCLUDING ALL 2005 AND 2006 SUPPLEMENTALS O O U) N z Z N N W QaMi N z Q Q (7) LL 0: W N = LL ti - O O Q t/� H N C) 3 O C) N 05 G In N p A Q N w � G co `Z W 0 C� LL W LL � O t- ji l l c(S to W s c(1 cV s 0 IL -() �~ �V u Li VI L J z ems 'a L jrdIc 0 i LL � N 0 l� m V Z L W Ulu z_mfL' :3N V dT Q 'Q =SOY cA .� LL -1 U so 1 IL o W- W H og Z O } W lY �N r-cq !a� 4 %% n rL O z z icfz `vv � V q4 0 �o CM vo Z O C U. o O2Z q 0 LIL J�� 0.W� m ;z O OFNNNNNJ WQ —VJ U. OINNNNN� Jam Qo= VWCL CL W � N W m PG 70F7 ARKAY # (o9d