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HomeMy WebLinkAboutCDP 01-47; NAYUDU RESIDENCE; Planning Commissionr 40' A ..... __ ----- CONSTRUCT 10' WIDE CROSS GUTTER PER COUNTY STANDARD G-12 (f) I 3: ..,,_ 0 • • • i 7 , , / C 1.n I ! I =5Lso: TF•4!l.50' -- i,.<?> EXISTING EUCALYPTUS TREES PROTECT IN PLACE I (IF PERMISSION IS GRANTED BY NEIGHBO. RS TR.EES WILLc·. 0 ~. s -T.-~ BE REMOVED AND WALL WILL BE BUILT IN ALTERNATE LOCATION AS SHOWN) \ · EXISTING TW•52. 17' · . . ✓ ELECTRICAL TF•47 50' . OUTLET . ALTERNATE WALL LOCATION D IF TREES ARE REMOVED WITH -,,,.:;::-~ISTING ~C~ APPROVAL FROM NEIGHBORS ~SS "29 ' 30 "EX . ><"<;--+---X-+---X-~ 18" 1B" ---TW•52.17' TF•47 •✓DASHED LINE REPRESENTS EXISTING llRl'/EWAY~(,.5. ,' TO BE REMOVEl:r.q,, J, 4, ~------!:¥ . ~ \ / EXISTING CONTOURS TYP. \ " " \. PFl'OPOSED RETAINING WALL PER SDRSD C-3 ---- SITE PLAN FOR DEVELOPMENT PERMIT (CDP0l-47) GENERAL NOTES: PROPERTY BOUNDARY LINE LOT LINE PROPOSED CONTOUR EXISTING CONTOUR ----- GRAPHIC SCALE --;,~!!!,,, 1"=10' I I I /-EXISTING DRIVEWAY EXISTING GARAGE ~_,.\TO BE REMOVED ' \ R,1/ \ / \ / \. .// 2: 1 FILL SLOPE EXISTING FENCE LINE t t t 0 10 20 30 I -/, -""--t-_/-""-T-O_BE_R,-EM_o_,v,,_ED ___ _,,,_ ___ -+"'--' .--~ -/~ ~ EXISTING i • ·. i F 5 8 • I ' t ' I ~ I I ;; :J,~ -~'"' .,"0 STUDIO TO C ·s:s, BE REMOVED EXISTING WATER METER TO BE RELOCATED OUTSIDE OF PROPOSED DRIVEWAY AS SHOWN. EXISTING BUILDING TO BE REMOVl;D ~ /r~-----'------, r~_...,,.-/tl~o " I ! 21 MIN. 201 MAX. / I GRADE TO DRAIN ~ C ' I "-I GRAVEL BAGS (TYPICAL) PER EROSION CONTROL (SHEET 3) EXISTING BLDG. rwr52.17' TF~47.50' i I PROTECT IN PLACE EXISTING PLANTS TW•51. 50' TF•47.50' EXISTING CONCRETE DRIVEWAY INSTALL 12"x 12" . AREA DRAIN TG•50.35 IE•49.9 I' I / I PROPOSED 6" PCC CURB & GUTTER. G-2 PROPOSED PCC SIDEWALK. G-7 -x- 1B4 LF t • PROPOSED PEDESTRIAN HANDICAP RAMP. G-27 PROPOSED TYPE 3 MASONRY RETAINING WALL. C-3 PROPOSED 3" AC PVMT. OVER 6" CTB Cl, 900 SF 1 EA 465 SF 4700 SF 1 EA 3500 SF PROPOSED STREET LIGHT, E-1 PROPOSED EXISTING PAVEMENT REMOVAL PROPOSED PCC DRIVEWAY APRON. G-14 PROPOSED TRAFFIC STRIPING & SIGNAGE PROPOSED EXISTING AC BERM REMOVAL 1 EA PROPOSED 3" PVC SIDEWALK UNDERDRAIN, D-27 PROPOSED TRAFFIC GENERATION• 1B ADT AS NECESSARY 98 LF 2 EA 18 ADT PROPERTY INFORMATION: ASSESSOR'S PARCEL No • PROPERTY ADDRESS: ZONE DESIGNATION: FRONT YARD SETBACK REQUIREMENT: 204-132-21 3286 LINCOLN STREET R-3 W/BEACH AREA OVERLAY 20 FEET MINIMUM 10 FEET MINIMUM 7.03 FEET MINIMUM 14.05 FEET MINIMUM 7.371 S.F. CORNER SIDE YARD SETBACK REQUIREMENT: INTERIOR SIDE YARD SETBACK REQUIREMENT: REAR YARD SETBACK REQUIREMENT: SITE AREA SCHOOL DISTRICT SEWER DISTRICT WATER DISTRICT LOT COVERAGE CARLSBAD UNIFIED SCHOOL DISTRICT CARLSBAD MUNICIPAL SEWER DISTRICT CARLSBAD MUNICIPAL WATER DISTRICT 48.74% FUTURE LANDSCAPING ON THE SOUTHWEST CD~ER OF PARCEL SHOWN SHALL NOT OBSTRUCT SIGHT DISTANCE R/W C/L Estimated Earthwork Quantities 1000 CUBIC YARDS FILL 100 CUBIC YARDS CUT (FOOTINGS) 900 CUBIC YARDS IMPORT MAY BE ADDITIONAL AMOUNTS OF EXPORT AND IMPORT DUE TO COMPRESSIBLE SOILS FOUND DURING OVEREXCAVATION. QUANTITIES TO BE DETERMINED BY SOILS ENGINEER DURING GRADING PER PROJECT SOILS REPORT. OWNERS STA1EMENT: I HEREBY CONSENT TO Tl£ FILING CF THIS COASTAL f£VELCPHENT PERNIT v11t' ~ KRIS&~WU DATF:: PROPOSED SWALE PROPOSED FILL P/L TOP OF WALL MAX ELEV= 52.17' PROPOSED RETAINING WALL PER SDRSD C-3 MAX WALL HEIGHT• 4.67' I LEXISTING GROUND -:.--:,------- SECTION C & D-TYPICAL SCALE: 1. =5' R/W !..I ~-------=34"'-· ____ w_AL_tf.lT-•+1 A_,VENUE ______ _,4=-o· _______ _., I I 24· 20· I 10' PAR<WAY 1 . MATCH EX-PAVEMENT ' ~~~~~~~~~~~~~ - i* i ~ ~~ ' • ~= -, "-e,',,it ~ .·, ~ ,~'!' <¼;k "':,y c1 ~~ · , . ,';.. . ___ ~ __ ~~ . , ,~ ~::_-..::: r--,::::~1:rl.:"t=::~t=.::;..,_;..;~v~;,>.~l!E!S:::E:::::;r--------===------------"-~ r:--__ J . --------------, '\ EXISTING CURB "'-_GUTTERS SIDEWALK 3" A/C OVER 8" CLASS II AGG. BASE ".'.;:6'~~~~0~&,,..-,--.,~~ ~ ~~::_-..:::~ =~~~~~~~~=-~~·""'---CONSTRUCT CURB & GUTTER PER SDRSO G-2 CCNSTRJCT SICEWALK '-A"R SClASO G-7 1' (.,5a + -----~------· ---•--.-~~-------/~:~:~----------1--------------\:::~:~;~-~ ,~---· ·----~,..-s-_- 9 .v---S-+-SECTION B-WALNUT A VENUE PUBLIC ROW ,n °.,, ~ ~i ------~, ------w · w-----+--11 -----w 9-,, ··· •W ------w ----'---,I --- .lfl 40' I Walnut i A :' e n u e-' ' ; -' .,, CA I ·•%, ·Os "' LINCOLN STREET ------"e:----------------~~"'i?c-----'·'~· -c •• --+-1 40' 30' R/W •, ., !..--------~----------+-------=-------• "z?''0; ~ ''\ I MATOi EX. PAVEMENT 20' 10' PAR<WAY I _,.,,.,---___ · __ -_· ______ --::;--________ ;,__ _______ :::::::::::::::::~-::::;:_·-\, [-----------------~~-~-~~~~~~~~~-~-~-~======= I VARIES- I:::... B EXISTING CONCRETE 3" A/C OVER 8" CLASS II AGG. BASE CONSTRUCT ClRl & GUTTER PER SIJRSO G-2 ONlTRJCT SIDEWALi< . PER SIJRSO G-7 SCALE: 1"•10' C/L LINCOLN STREET 1 · 30' 20' VARIES- 3" A/C OVER 8" CLASS II AGG. BASE CONSTRUCT DRIVEWAY PER SIJRSO G-14A CITY OF CARLSBAD Plnrming Commission · -t.::: ..••• ~(.i:f.Q}:f .... Jig_?!PJ;.tt_c_ f, __ C.seNo. C: J>P o/-'-11 R/W 10' PARKWAY I FS GARAGE•5120' ✓ EXISTING FIRE. HYDRANT uo I (/. J-~! --4-<'11 CURB, GUTTER & SIDEWALK SECTION A-LINCOLN STREET PUBLIC ROW & DRIVEWAY PROFILE SCALE: 1"•10' ~ No. 29577 Exp, 03/31/ I 8 ),. I- tl ~ ~ '• ~ ~~ ~;:;, ~~ OF ' c-~ ~ UJ " .... :E z (!) ... ~ -0 ..... gJ ..... 0 " <, ~ ~ ~ " " ~ ~ ci &l a: ~ ,o:, lt: "' ., .... ffi 0 UJ ,_ 0 z rn < 173517 " i • I ®I I ~ N ., ,:;: -,t-1 t'\ _, ' t-l "I" -. ~ , •· -ti' ' 'l _, r- ' -;,,------------·---,z.""e,::-::'_:•-$:::__1_1 __________ .J.~•------··-" '_--4_'1 ----;f-----------''2."-'1-'1 ·o:::::...._'1 ----------.J-------.'...'..11 '_:·4-::_'_' ___ --J,.. _____ lc:._:4:___'·..=:Z:..::.:Yt:~q_:_:i:_ ~_G,_I .,:._II ---,r---------,-'"J.:::..:'2-::_1.--'-!1 ________ --.Jl-_:=,l.·~l_<&"::Jill,____:c,,=-l_:.c,!::__I _-1,,l l_c,il [!:>ii I _9 t-- 1 h11JD'1' Q @. 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I J ~ -,, i T' ' . . ~-rf ~-~. ~C? ) ...... : !" • • ----~-----·--· ·----_,.. __ • - CITY OF CARLSBAD Planning Commission Case No.-----'-------- Exhibit No. C -Date---------'---- Ill ----Ill , --•ISSUE-ii -10-11-t1i · - 11-17-e::>I ... _OF-• 173517 SHEETMETAL I. FLASHING SHALL BE AS CALLED FOR ON THE DRAWING OR AS REQUIRED TO MAKE A COMPLETE WATERPROOF CONDITION THROUGHOUT THE PROJECT, FABRICATE AND JNSTALLFLASHINGANDSHEETMETALINACCORDANCEWITHTHELATESTS.M.A.C.N.A. STANDARDS. 2. ALL WORK SHALL BE NEAT AND UNIFORM WITH M-.TERED JOINTS AT CORNERS AND ANGLES. BROKEN MEMBERS SHALL FINISH WITH TRUE, STRAIGHT, AND SHARP LINES, AND SHALL BE ACCURATELY COPED AT INTERSECTIONS. ALL FLASHING SHALL BE -GALVAN I ZED STEEL 2i GAUGE MINIMUM CR AS NOTED. 3. SECURE FLASHING WITH CLEA TS OR OTHER CONCEALED FASTENERS WITHOUT NAILING THROUGH METAL WHEREVER POSSIBLE. SPACE NAILS, RIVETS, ETC., AT 8" O.C. MAXIMUM.-. 4. PROVIDE GUTTERS AND DOWNSPOUTS AT ALL ROOF OVERHANGS. 5. GUTTERS AND DOWNSPOUTS SHALL BE EXTRUDED ALUMINUM WITH BAKED ENAMEL FINISH. - ROUGH CARPENTRY I. LUMBER SHALL BE CLEARLY GRADE MARKED. 2. SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR. PROVIDE 6" CLEARANCE FROM FLOOR SLAB TO FINISH GRADE. (MINIMUM) -3. STUDS, PLATES, BLOCKING, SILLS SHALL BE DOUGLAS FIR #2 GRADE OR BETTER. ALL POSTS AND BEAMS 4 X 4 AND LARGER TO BE #I D.F ... ALL WALLS SHALL BE FRAMED WITH 2 X 4 STUDS AT 16" O.C. UNLESS NOTED OTHERWISE. ALL STUDS SHALL BE · CONTINUOUS FOR FULL HEIGHT OF WALL.· 4. ALL HORIZONTAL FRAMING LUMBER, JOIST AND RAFTERS SHALL BE DOUGLAS FIR #2. 4 X _BEAMS, GIRDERS, AND LARGER SHALL BE DOUGLAS FIR #I UNLESS NOTED OTHERWISE ON THE DRAWINGS. 5. PLYWOOD: ALL PLYWOOD SHEAR PANELS SHALL BE STRUCTURAL I, COX (24-0) THICKNESS AND NAILING AS CALLED FOR ON THE DRAWINGS. ALL SHEAR WALLS SHALL BE NAILED NOT STAPLED. USE COMMON NAILS ONLY. A. ALL SHEAR WALLSASCALLEDFORONTHEDRAWINGSSHALLBETOTALLY PANELED FOR ITS TOTAL LENGTH AND HEIGHT, INCLUDING OPENINGS . WITH AS LARGE AS POSSIBLE PIECES CUT FROM-SINGLE 4' X 8' SHEETS, OR LARGER. NO PATCHING OR SCABBING PIECES SHALL BE ALLOWED. STAGGER ALLJOINTS MINIMUM OF 2' WHEN HEIGHT OF WALL IS OVER 8'. PROVIDE BLOCKING WHEN CALLED FOR ON THE DRAWINGS, OR AT THE TOPS OF ALL 8 FOOT HIGH PANEL JOINTS. PROVIDE HORIZONTAL BLOCKING AT THE TOPS OF ALL PANEL JOINTS. START PLYWOOD AT -BOTTOM (PLATE CONNECTED TO FOUNDATION WITH ANCHOR BOLTS) OF ALL WALLS. REVIEW LAYOUT WITH ARCHITECT BEFORE STARTING FRAMING. HOLES CUT IN PLYWOOD SHEAR PANELS FOR ELECTRICAL BOXES SHALL BE CUT NO LARGER THAN 1/2" CLEARANCE ALL AROUND BOXES. WHERE HOLES ARE CUT -LARGER, THE TOTAL SHEET OF PLYWOOD SHALL BE REPLACED. B. ROOF DIAPHRAGM PLYWOOD SHALL BE 5/8"" THICK STRUCTURAL I, CDX (32-16) WITH Bd AT6" 0.C., AT EDGES AND 12" 0.C. AT FIELD, UNLESS NOTED OTHERWISE ON THE DRAWINGS. C. FLOOR DIAPHRAGM_ PLYWOOD SHALL BE 314"' THICK TONGUE AND GROOVE CDX (40-20) WITH I 0d RING SHANK NAILS AT 6" O.C., UNLESS NOTED OTHERWISE ON THE DRAWINGS. STAGGER ENDS OF PANELS. FLOOR PLYWOOD SHALL BE GLUED TO ALL SUPPORTING MEMBERS, WITH A 114" DIAMETER CONTINUOUS BEAD OF "CONSTRUCTION ADHESIVE PL 400" ON EACH AND EVERY JOIST, BEAM, BLOCK, ETC. THAT COMES IN CONTACT WITH THE PLYWOOD. . THE SAME THICKNESS OF PARTICLE BOARD SHEATHING, AS DESCRIBED IN TABLE 23 OF THE 1997 UBC, MAY BE USED FOR ALL SHEAR WALLS INSTEAD OF PLYWOOD ASCALLEDFORONTHE DRAWINGS, WHICH ISBASEDONTHETABLE 23-ll-E-1 AND 23-I I-E-2 OF THE 1997 UBC. THIS CHANGE IS ALLOWED BY.CODE. --, ·• 6. MET AL CONNECTORS SHALL BE THIN GAUGE CLIPS BY SIMPSON OR APPROVED EQUAL, AND SHALL Bil GALVANIZED. ALL HOLES SHALL BE FILLED WITH NAILS OR BOLTS OF PROPER SIZE AS REQUIRED BY THE MANUFACTURER. A. SIMPSON SHALL BETHE BASIS FOR THE DESIGN OF ALL HANGERS, PLATES, STRAPS, ETC. ALL SUBSTITUTES SHALL MEET OR EXCEED THE VALUES BASED ON SIMPSON PRODUCTS. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROOF TO THE BUILDING DEPARTMENT FOR ANY SUBSTITUTIONS. 7.. MEMBERS SHALL BECUTSQUAREANDTOACCURATE LENGTH AND NEATLY ASSEMBLED -WITH FULL BEARING. THE FRAMING SHALL BE INSTALLED PLUMB, LEVEL, STRAIGHT, TRUE, AND TO EXACT SIZES AS CALLED FOR ON THE DRAWINGS. PROVIDE SUFFICIENT QUALIFIED WORKMEN AND SUPERVISORS WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK. CAREFULLY SELECT INDIVIDUAL FRAMING PIECES SO THAT KNOTS AND OBVIOUS DEFECTS WILL NOT INTERFERE WITH PLACING BOLTS OR PROPER NAILING OR MAKING CONNECTIONS. 8. INSTALL ALL NAILING BLOCKS AND BACKING NECESSARY FOR ATTACHMENTS FOR GROUNDS, TRIM AND FIXTURES. VERIFY WITH OWNER ANY SPECIAL ATTACHMENT REQUIREMENTS SUCH AS TOWEL BARS, GRAB BARS, HOOKS, SHELVING, CURTAINS, ETC. DO ALL REQUIRED CUTTINO, FURRING AND BACKING FOR OTf-lER TRADES. 9. ALL BDL T HEADS AND NUTS THAT BEAR ON WOOD SHALL BE PROVIDED WITH METAL WASHERS. BOLTS SHALL HAVE 7 DIAMETER MINIMUM END DISTANCE AND4 DIAMETER MINIMUM EDGE DISTANCE CLEARANCES. 10. NAILING SHALL BE AS REQUIRED BY LOCAL CODE AND THE UNIFORM BUILDING CODE, TABLE NO. 23-11-B-1 NAILING SCHEDULE. 11. ALL EXTERIOR WOOD STUD WALLS AND MAIN CROSS PARTITION SHALL BE SHEAR PANELED FROM SLAB TO TOP PLATE OR AS CALLED FOR. 12. FLOOR JOIST SHALL BE SUPPORTED LATERALLY BY BRIDGING DR SOLID BLOCKING AT 8 FEET ON CENTER MAXIMUM, · J3. BLOCKING: A. AT ENDS AND AT SUPPORTS OF FLOORJDIST AND FOR RAFTERS AT EXTERIOR WALLS. B, AT ENDS AND SUPPORTS FOR RAFTERS AND CEILING JOISTS. C. AT RIDGE LINE AND AT EXTERIOR WALLS ON TRUSSED ROOFS. 14. PROVIDE DOUBLE JOIST IJJ'IDER PARTITIONS RUNNING PARALLEL WITH JOISTS. 15. WHERE A ·PARTITION CONTAINING PLUMBING, HEATING, ELECTRICAL OR OTHER SYSTEMS RUN PARALLEL TO THE FLOOR JOIST, PROVIDE DOUBLE JOIST SPACED AND BRIDGED TO PERMIT THE PASSAGE OF SUCJ-1 SYSTEMS. WHERE SUCH SYSTEMS ARE PARTIALLY OR WHOLLY WITHIN THE PARTITION AND REQUIRE CUTTINO OF SILUBASE OR TOP PLATES, PROVIDE A METAL TIE (118"THICK BY 1-112" WIDE) SECURED TO PLATES ACROSS AND TO EACH SIDE OF OPENING WITH NOT LESS THAN 4-16d NAILS. 16. PROVIDE FiRE BLOCKING FOR ALL PARTITIONS o'vER iii· .o .. , IN HEIGHT. - 17. PROVIDE DOUBLE TOP PLATE WITH MINIMUM 48" LAP SPLICE, VERIFY ON DRAWINGS · ANY SPECIAL PLATE LAP AND FASTENERS. 18. FRAME OPENINGS FOR WINDOWS AND GLASS DOORS SO THE FINISH MATERIAL OPENINGS AT HEADS W1LL BE IN LINE WITH EACH OTHER; TRIM, CASING, ETC. 19. PROVIDE FIRE STOPS AT THE FOLLOWING LOCATIONS: A; IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT TEN FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL B. AT ALL INTERCONNECTIONS BETWEEN COI-ICEALEOVERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILING. COVE CEILINGS, AND FALSE ROOF STRUCTURES. . ~' ,Si ..\-: - )< i <\ I:: I ~ Ir' I -'I \l\' ~ -----------~-- - ::s: 1------ ' -----, -"' } --·-I~ --------..Ii<~ t>.~, ~ li>p ""'' l?tr-lG? (e>-( C,O..J..JN'?') CJ/ I 6 tF f~ L.:1 -,crp. r ~ , , -------/ -----·-----< " - -----.-~- 1 I / ---:1----~--------, ____ jx-'f i:1.~e,aP-11~ ~ '"ffF-' (IP-( "'1,-l.-1~) ~ -, : - . / . ---r7--1 ----~ 1--·· ~ ----------- r / ! -:~ ~I I r-lj'c-. -/' I I 'S->OUTH ~: .---.,_,-..,,.-.. -, -·-·-~------------·· ------' -~-----------•--,----~ ~ ... ~_CS-'"::': • ,..,...c_,,___. -~~---,..,.._....,,,,._--,_,_~~~---~........,.~~-~ ~, _ ~ _.. ~-:,•-~,-cc.••:.,-· •. -,~,..._..,_....,--~.,..,,,_. __ tt-, __________________________ ,.._,_ ........ _________________ _,. ------• ~·--n===tff=====it====rr-i===nl1!9'f':rrti=~=rr"1iF-~·=rri:rr==:::=t1f===fF====in:==rt=::::it.: •· . ·----~---/ \ / \ /\ ~ "g-+' ,,w-.j. Ci' I F{...0.-;,H,tl~ - ~i-!f::F-~ ~!"' Me<~ A ,4:s.f2-i1C,t:>I.. ~-J~.:::.e- ii'P . ·-·- l:::::=!l El ---------I +---·--------------------------- 1--------~ ii 'I >----t1. +-------J 1 I I 11 !I II ii - w... c· VI If/ I n . . --I ' CITY OF CARLSBAD Plnnr.1ing Commission = ------------------------------------Case No. ___________ _ • en "' u f-"' -z (,) q, . ~ _w 0) f-.. .. :t ii, t-o -u a: ~-· ""<( . . "' ... ..... 0 -.... N :z: 0 "' u <( 0 l:Cw -i cc f-0 ::, <( . .. f-w z;:: [0 <( Q rn z ... ~ < _J z 0 en -c::,z • "" ~ w > -<( • a: en == ~ 8 Cl<( < z l:C <( a: . cc a: (!) . ==~ 0 Cl~ en . . .,, . "" :. -"' Ill ---· Ill . .., . . ' . -_ ·. ·. OF • 173517 C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG THE INCLINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. D. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENING WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. E. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY-BUILT CHIMNEYS, OR FLUES. 20. PROVIDE 1/2" MINIMUM CLEARANCE BETWEEN TOP PLATE OF INTERIOR NON-BEARING PARTITIONS AND BOTTOM CHORD OF TRUSSES, RAFTERS, OR JOISTS. 21. ALL JOIST, HEADERS, BEAMS AND RAFTERS SHALL HAVE MINIMUM SOLID BEARING AT EACH END OF MEMBER, OR CONNECTED WITH PROPER METAL HANGER. 22. ATTIC AREAS SHALL BE VENTED AS CALLED FOR AND AS REQUIRED BY CODE. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH MESH OPENINGS OF 114 INCH IN DIMENSION. 23. ATTIC AREAS SHALL BE ACCESSIBLE BY AN OPENING (SCUTTLE) NOT LESS THAN 22' X 30'. WHERE AN F.A.U. OR OTHER EQUIPMENT OCCURS IN ATTIC, SUCH OPENING SHALL BE MIN. 30" X 30''. SCUTTLE(S) SHALL BE LOCATED IN A PLACE WHERE MIN. 30" ATTIC HEADROOM IS PROVIDED. 24. IN THE EVENT OF DAMAGED MATERIALS, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT AND AT NO ADDITIONAL COST TO THE OWNER. 25. ALL EXPOSED WOOD MEMBERS SHALL BE SELECTED FOR APPEARANCE--WITH NO TWISTS, CRACKS, CHECKS, SPLINTERS, GOUGES OR OTHER IMPERFECTIONS. 26. NEW WOOD SIDING AND TRIM SHALL BE AS CALLED FOR IN SIZE, SHAPE AND FINISH. .. USE FULL LENGTH PIECES OF SIDING AND TRIM AS REQUIRED. NO SCAB LENGTHS WILL BE ALLOWED. MANUFACTURED ROOF TRUSSES I. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR FRAMING CONTRACTOR FOR THE DESIGN, APPROVALS, LAYOUT AND INSTALLATION OF THE ROOF FRAMING TRUSSES PER ROOF FRAMING PLAN. 2. EACH TRUSS SHALL BE LEGIBLY BRANDED MAREDOROTHERWISE HA VE PERMANENTLY AFFIXED THE FOLLOWING INFORMATION LOCATED AT THE CENTER SPAN ON THE FACE OF BOTTOM CHORD: A. MANUFACTURER OF THE TRUSS B. DESIGN LOADING C. SPACING OF THE TRUSSES 3. INSTALLATION OF TRUSSES SHALL BE IN ACCORDANCE WITH THE TRUSS MANUFACTURER SPECIFICATIONS INCLUDING ALL SPECIAL GIRDERS, CALIFORNIA FILL FRAMING, HANGERS ETC. 4. A COPY OF THE TRUSS DESIGN CALCULATIONS AND LAY,OUT DIAGRAM SHALL BE GIVEN TO THE ARCHITECT FOR HIS REVIEW BEFORE FABRICATION OF TRUSSES IS STARTED. 5. ANY QUESTIONS REGARDING TRUSS DESIGN SHALL BE SUBMITTED TO THE ARCHITECT IN WRITING PRIOR TO BID DATE OF PROJECT. GLUED LAMINATED BEAMS I. PROVIDE AND INSTALL GLUED LAMINATED MEMBERS AS SHOWN ON THE ORA WING AND AS SPECIFIED HEREIN. ALL EXPOSED MEMBERS SHALL BE PREMIUM ARCHITECTURAL GRADE, ALL OTHERS SHALL BE CONSTRUCTION GRADE. ALL GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN APPROVED SHOP AND IN ACCORDANCE WITH UNIFORM BUILDING CODE CHAPTER 23. FABRICATION SHALL ALSO COMPLY WITH SPECIAL PROVISIONS HEREINAFTER SPECIFIED WHERE MORE RESTRICTIVE. 2. USE GRADE COMBINATION 24F FOR BEAMS OR AS SPECIFIED. THE BEAMS SHALL BE INSPECTED AND CERTIFIED BY AN APPROVED LUMBER GRADING AGENCY AS MEETING THE REQUIREMENTS OF U.B.C. STANDARDS. 3. FABRICATION SHALL BE IN ACCORDANCE WITH THE BEST PRACTICES WITH ADEQUATE PLANT AND EQUIPMENT AND UNDER THE SUPERVISION OF PROPERLY QUALIFIED PERSONNEL. 4. LAMINATIONS SHALL BE MACHINE-FINISHED, BUT NOT SANDED TO A SMOOTH SURFACE, AND TO A UNIFORM THICKNESS WITH A MAXIMUM ALLOWABLE VARIATION OF 1164". WARP, TWIST OR OTHER CHARACTERISTICS WHICH WILL PREVENT INTIMATE CONTACT OF ADJACENT GLUED FACES OR INTERFERE WITH UNIFORM BENDING TO A REQUIRED CURVATURE WHEN UNDERCLAMPING PRESSURE SHALL NOT BE PERMITTED. SURFACES TO BE GLUED SHALL BE CLEAN AND FREE FROM OIL, DUST, AND OTHER FOREIGN MATERIAL WHICH WILL BE DETRIMENTAL TO SATISFACTORY GLUING. 5. AN A.I.T.C. CERTIFICATE OF COMPLIANCE FOR GLUED LAMINATED WOOD MEMBERS SHALL BE GIVEN TO THE BUILDING INSPECTOR AND ARCHITECT PRIOR TO THE INSTALLATION OF ANY GLUED LAMINATED MEMBERS. FINISHED CARPENTRY 1. SOLID STOCK SHALL BE AS PER W.1.C. STANDARDS. MOISTURE CONTENT 10% ORY .WEIGHT FOR l"STOCKAND 16%FOR THICKER MATERIAL VERIFY ALL TRIM MATERIALS TO BE USED ON THIS PROJECT. 2. DOOR FRAME SHALLBE NATURAL WOOD FOR STAINED FINISHES. 3. WOOD BASE AND CASING MATERIAL SHALL BE NATURAL WOOD FOR STAINED FINISHES. 4. WOOD HANDRAILS SHALL BE OF OAK MATERIAL WITH THE HANDGRIP PORTION NOT LESS THAN 1-l/2"NOR MORE THAN 2" IN CROSS-SECTION DIMENSION. SUPPORT RAILING WITH BRACKETS EVENLY SPACED NOT MORE THAN 48: O.C. PROVIDE MINIMUM OF I I /2 ",2" CLEARANCE FROM FINISH WALL TO RAIL. 5. CLOSET SHELVES SHALL BE I" X 12" HIGH DENSITY MDF PARTICLE BOARD WITH LAMINATED SURFACES, SUPPORTED ON I' X 3' CLEATS CONTINUOUS THREE SIDES. 6. CLOSET POLES SHALL BE HEAVY CHROME, 1-3/S--DIAMETER. WITH NYLON SOCKETS EACH END, WITH STEEL BRACKET SUPPORTS AT 48: ON CENTER, MAXIMUM. 7. INSTALLALL WORK PLUMB, LEVEL, IN ALIGNMENT AND IN ACCORDANCE WITH INTENT OF ORA WING. SECURE ALL WORK FIRMLY IN PLACE USING CASING OR FINISHING NAILS, SET SCREWS, COUNTERSUNK WITH NO HAMMER MARKS OR SCARES. SCRIBE AND SHIM MEMBERS AS REQUIRED FOR NEAT, TIGHT FIT. NO.HAMMER MARKS, SPLINTERED, CHIPPED OR SCARRED SURF ACE SHALL BE ALLOWED. ANY SUCH DEFECTS SHALL BE CORRECTED BY SANDING OR REPLACEMENT. ALL MEANS OF ATTACHMENT SHALL BE COMPLETELY CONCEALED AT FINISHED INSPECTION. 8. JOINTS SHALL BE TRUE AND TIGHT, MITERED AT CORNERS ANO BEVELED ON RUNNING LENGTHS. AND SHALL OCCUR OVER A STUD. NO JOINTS SHALL BE VISIBLE AFTER SURFACE HAS BEEN PAINTED. 9. DOOR JAMBS SHALL BE BLOCKED SOLID AGAINST ROUGH OPENINGS AT LOCATIONS OF HINGES, STRIKES AND NAILING. DOORS SHALL HAVE CLEARANCE OF 1/10"' MAXIMUM AT LOCK STILE. VERIFY FLOOR CLEARANCE WITH OWNER FOR CARPETED AREAS. ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED PER CODE. 10. DOOR FINISHES AND STYLE SHALL BE AS CALLED FOR ON THE DRAWINGS. MILLWORK I. STAINED AND PAINTED CABINETRY SHALL BE SOLID PANELED DESIGN AS DETAILED ON THE DRAWINGS, STYLE AS SELECTED BY OWNER. REFER TO ROOM FINISH SCHEDULE FOR TYPE OF WOOD AND LOCATION •. 2. CABINETS SHALL BE SOLID MATERIAL FACE FRAMES WITH EXPOSED SIDES OF PLYWOOD. EDGE BAND ALL EXPOSED EDGES, INCLUDING INTERIOR SHELVES, WITH NO STAPLE OR NAIL HOLES SHOWING. ORA WERS SHALL BE CONSTRUCTED TO THE SAME DEPTH AS THE CABINET WITH 1/2 INCH CLEARANCE OR MINIMUM OF 22"' DEPTH. 3. CABINET DOOR HINGES SHALL BE FULLY CONCEALED, NICKEL PLATED FINISH. MODEL 125 BY "BLUM." USE 3 HINGES ON ALL DOORS OVER 36" IN HEIGHT. USE SIDE-MOUNTED FULL EXTENSION GUIDES ON ALL DRAWERS, MODEL BS 426A BY "BLUM" WITH ALMOND EPOXY FINISH SEE DRAWINGS FOR ANY SPECIAL DETAILS. ~-n f-1 tJl::O ?'t--l ?+tl==-8T' =It e::i r'------------· -~ ·-- ! 'I i ----------,;:::===···=··-=··---=-·===·=---~ ----___ __, >---------1 1----------E] ~--_-__ -___ -_-... ---_-___ , ..c.. . -··-·----l .. , .I I I -+---rr-=---=-·· =--=----=-···-=---=-· ·-=----=-=-=-=-=-=-=-=-=--=-·-=-=---::r-rt=='1Hr=4t71==rn============tt==tr~f--·--· 1 -' ------':Zi 10 t,V"'? ~1A ey. • I / ---------1 ' I I ., 1-Z ------------ 1----------< -· ,__, ,,... f"r(C:..H T + I I I -------~-~"_b.! ..• ~ ________ __f-1.,,,. , ------~~~~~-~~---➔ W' f------------1 1/. _______ ___j_~=,.11.. _J, A~ ~ I":' .,.,----•••~~-~--~ • •~ ,_,_ ----~-••"·-•·-••••' _ ---~~-•-•--.,e, •-•w.• •• . __ .,,..-,_u,.,•,,-, -••·•-••~ • -<.---r~ --~ ~;._-'.::.". . ··-----=:::::=---:=::---::--:::~:.·••····=::::.:.--~---·-·•-·;:-::-==:-.:-:-==.--=::----:----:-:-··----=::.::::-.:--·=~ • I' --------------:j..::====::...i-----i:====:::::J;:-------j ' I l I rz- F~l-+ -------'~~----, --------fi:-' -·-, I ! 1----------1 ------j)("f 01?, t!), -n-,. 11 ~ ,I ~ i ~? ii 1------------- Tif.' CITY OF CARLSBAD Plm111ing Commission Case No. ____________ _ Exhibit No. ·__,£~ __ Date ---~-- I, . . (/) C,),-.. z (.) _w I- .. :r: t-(.) C,) a:: 1,,1,1 < t- -u. :Co C,) a: w ct,-.. ::, .. ,___ z;: 0 (/) t-!: z -fa~ • a:: :IE~ Cl< a: ct a:: == ~ Cl~ 1,,1,1 ::; • "' ~ ~ < (.) i (.) < w a, < z ::i 0 (/) • w > < (/) 0 0 < ~ a:: <-' 0 (/) "' -"' Ill ---· Ill ISSUE 10,11--01 ..,_c_....:_.;_;.;_; ____ . 1'2· \7·01 ------------·· ~ OF 173517 SHEET METAL I. FLASHING SHALL BE AS CALLED FOR ON THE DRAWING OR AS REQUIRED TO MAKE A COMPLETE WATERPROOF CONDITION THROUGHOUT THE PROJECT. FABRJCATE AND INST ALL FLASHING AND SHEET METAL IN ACCORDANCE WITH THE LATEST S.M.A.C.N.A. STANDARDS. 2. ALL WORK SHALL BE NEAT AND UNIFORM WITH MITERED JOINTS AT CORNERS AND ANGLES. BROKEN MEMBERS SHALL FINISH WITH TRUE, STRAIGHT, AND SHARP LINES, AND SHALL BE ACCURATELY COPED AT INTERSECTIONS. ALL FLASHING SHALL BE GALVANIZED STEEL 22 GAUGE MINIMUM OR AS NOTED. 3. SECURE FLASHING WITH CLEATS OR OTHER CONCEALED FASTENERS WITHOUT NAILING THROUGH METAL WHEREVER POSSIBLE. SPACE NAILS, RIVETS, ETC., AT 8" O.C. MAXIMUM.' 4. PROVIDE GUTTERS ANO-DOWNSPOUTS AT ALL ROOF OVERHANGS. 5. GUTTERS AND DOWNSPOUTS SHALL BE EXTRUDED ALUMINUM WITH BAKED ENAMEL FI NISH. ROUGH CARPENTRY I. LUMBER SHALL BE CLEARLY GRADE MARKED. 2. ·sILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR. PROVIDE 6" CLEARANCE FROM FLOOR SLAB TO FINISH GRADE. (MINIMUM) 3. STUDS, PLATES, BLOCKING, SILLS SHALL BE DOUGLAS FIR #2 GRADE OR BETTER. ALL POSTS AND BEAMS 4 X 4 AND LARGER TO BE #I D.F ... ALL WALLS SHALL BE FRAMED WITH 2 X 4 STUDS AT 16" O.C. UNLESS NOTED OTHERWISE. ALL STUDS SHALL BE CONTINUOUS FOR FULL HEIGHT OF WALL. 4. ALL HORIZONTAL FRAMING LUMBER, JOIST AND RAFTERS SHALL BE DOUGLAS FIR #2. 4 X _BEAMS, GIRDERS, AND LARGER SHALL BE DOUGLAS FIR #I UNLESS NOTED OTHERWISE ON TH E DRAWINGS. 5. PLYWOOD: ALL PLYWOOD SHEAR PANELS SHALL.BE SfRUCTURAL I, CDX (24-0) THICKNESS AND NAILING AS CALLED FOR ON THE DRAWINGS. ALL SHEAR WALLS SHALL BE NAILED NOT STAPLED. USE COMMON NAILS ONLY. A. ALL SHEAR WALLS AS CALLED FOR ON THE DRAWINGS SHALL BE TOTALLY PANELED FOR ITS TOTAL LENGTH AND HEIGHT, INCLUDING OPENINGS, WITH AS LARGE AS POSSIBLE PIECES CUT FROM-SINGLE4' X 8' SHEETS, OR LARGER. NO PATCHING OR SCABBING PIECES SHALL BE ALLOWED. STAGGER ALL JOINTS MINIMUM OF 2' WHEN HEIGHT OF WALL IS OVER 8'. PROVIDE BLOCKING WHEN CALLED FOR ON THE DRAWINGS, OR AT THE TOPS OF ALL 8 FOOT HIGH PANEL JOINTS. PROVIDE HORIZONTAL BLOCKING AT THE TOPS OF ALL PANEL JOINTS. START PLYWOOD AT BOTTOM (PLATE CONNECTED TO FOUNDATION WITH ANCHOR BOLTS) OF ALL WALLS. REVIEW LAYOUT WITH ARCHITECT BEFORE STARTING FRAMING. HOLES CUT IN PLYWOOD SHEAR PANELS FOR ELECTRICAL BOXES SHALL BE CUT NO LARGER THAN 1/2" CLEARANCE ALL AROUND BOXES. WHERE HOLES ARE CUT LARGER, THE TOTAL SH EET OF PLYWOOD SHALL BE REPLACED. B. ROOF DIAPHRAGM PLYWOOD SHALL BE 518 .. THICK STRUCTURAL I, CDX (32-16) WITH 8d AT 6" O.C., AT EDGES AND 12"O.C. AT FIELD, UNLESS NOTED OTHERWISE ON THE DRAWINGS. C. FLOOR DIAPHRAGM PLYWOOD SHALL BE 3/4 .. THICK TONGUE AND GROOVE CDX (40-20) WITH I 0d RING SHANK NAILS AT 6" O.C., UNLESS NOTED OTHERWISE ON THE DRAWINGS. STAGGER ENDS OF PANELS. FLOOR PLYWOOD SHALL BE GLUED TO ALL SUPPORTING MEMBERS, WITH A 114" DIAMETER CONTINUOUS BEAD OF "CONSTRUCTION ADHESIVE PL 400" ON EACH AND EVERY JOIST, BEAM, BLOCK, ETC. THAT COMES IN CONTACT WITH THE PLYWOOD. THE SAME THICKNESS OF PARTICLE BOARD SHEATHING, AS DESCRIBED IN TABLE 23 OF THE 1997 UBC, MAY BE USED FOR ALL SHEAR WALLS INSTEAD O~ PLYWOOD AS CALLED FOR ON THE DRAWINGS, WHICH IS BASED ON THE TABLE 23-11-E-1 AND 23-1 f'.E-2 OF THE 1997 UBC:. THiS C:HANGE IS ALLOWED BY.CODE. . . 6. METAL CONNECTORS SHALL BE THIN GAUGE CLIPS BY SIMPSON OR APPROVED EQUAL, AND SHALL BE GALVANIZED. ALL HOLES SHALL BE FILLED WITH NAILS OR BOLTS OF PROPER SIZE AS REQUIRED BY THE MANUFACTURER. A. SIMPSON SHALL BE THE BASIS FOR THE DESIGN OF ALL HANGERS, PLATES, STRAPS, ETC. ALL SUBSTITUTES SHALL MEET OR EXCEED THE VALUES BASED ON SIMPSON PRODUCTS. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PROVIDE· PROOF TO THE BUILDING DEPARTMENT FOR ANY SUBSTITUTIONS. 7. MEMBERS SHALL BE CUT SQUARE AND TO AC.CURA TE LENGTH AND NEATLY ASSEMBLED WITH FULL BEARING. THE FRAMING SHALL BE INSTALLED PLUMB, LEVEL, STRAIGHT, TRUE, AND TO EXACT SIZES AS CALLED FOR ON THE DRAWINGS. PROVIDE SUFFICIENT QUALIFIED WORKMEN AND SUPERVISORS WHO SHALL BE PRESENT AT ALL TIMES DURING EXECUTION OF THIS PORTION OF THE WORK. CAREFULLY SELECT INDIVIDUAL FRAMING PIECES SO THAT KNOTS AND OBVIOUS DEFECTS WILL NOT INTERFERE WITH PLACING BOLTS OR PROPER NAILING OR MAKING CONNECTIONS. 8. INSTALL ALL NAILING BLOCKS AND BACKING NECESSARY FOR ATTACHMENTS FOR GROUNDS, TRIM AND FIXTURES. VERJFY WITH OWNER ANY SPECIAL ATTACHMENT REQUIREMENTS SUCH AS TOWEL BARS, GRAB BARS, HOOKS, SHELVING, CURTAINS, ETC .. DO ALL REQUIRED CUTTING, FURRJNG AND BACKING FOR OTHER TRADES. 9. ALL BOLT HEADS AND NUTS THAT BEAR ON WOOD SHALL BE PROVIDED WITH METAL WASHERS. BOLTS SHALL HAVE 7 DIAMETER MINIMUM END DISTANCE AND 4 DIAMETER MINIMUM EDGE DISTANCE CLEARANCES. 10. NAILING SHALL BE AS REQUIRE.D BY LOCAL CODE AND THE UNIFORM BUILDING CODE, TABLE NO. 23-11-B-I NAILING SCHEDULE. 11. ALL EXTERIOR WOOD STUD WALLS AND MAIN CROSS PARTITION SHALL BE SHEAR PANELED FROM SLAB TO TOP PLATE OR AS CALLED FOR. 12. FLOOR JOIST SHALL BE SUPPORTED LATERALLY BY BRIDGING OR SOLID BLOCKING AT · 8 FEET ON CENTER MAXIMUM. 13. BLOCKING: A. AT ENDS AND AT SUPPORTS OF FLOOR JOIST AND FOR RAFTERS AT EXTERJOR IV ALLS. B. AT ENDS AND SUPPORTS FOR RAFTERS AND CEILING JOISTS. C. AT RJDGE LINE AND AT EXTERJOR WALLS ON TRUSSED ROOFS. 14. PROVIDE DOUBLE JOIST t.Ji'IDER PARTITIONS.RUNNING PARALLEL.WITH JOISTS. 15. WHERE A PARTITION CONTAINING PLUMBING, HEATING, ELECTRICAL OR OTHER SYSTEMS RUN PARALLEL TO THE FLOOR JOIST, PROVIDE DOUBLE JOIST SPACED AND BRJDGEDTO PERMIT THE PASSAGE OF SUCH SYSTEMS. WHERE SUCH SYSTEMS ARE PARTIALLY OR WHOLLYWll:HIN THE ~ARTITION AND REQUIRE CUTTING OF SiLUBASE OR TOP PLATES, PROVIDE A METAL TIE (1/8" T,HICK BY I-In" WIDE) SECURED TO PLATES ACROSS AND TO EACH SIDE OF OPENING WITH NOT LESS THAN 4-16d NAILS, 16. PROVIDE FIRE BLOCKING FOR ALL PARTITIONS OVER 10'-0" IN HEiGHT. 17. PROVIDE DOUBLE TOP PLATE WITH MINIMUM 48'' LAP SPLICE. VERJFY ON DRAWINGS ANY SPECIAL PLATE LAP AND FASTENERS. I 8. FRAME OPENINGS FOR WINDOWS AND GLASS DOORS s'o THE FINISH MA TERI AL OPENINGS AT HEADS WILL BE IN LINE WITH EACH OTHER, TRIM, CASING, ETC. 19. PROVIDE FIRE STOPS AT THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT TEN FOOT INTERVALS BOTH VERTICAL AND HORJZONTAL. B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORJZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILING, COVE CEILINGS, AND FALSE ROOF STRUCTURES. 7 r '« --\:. -)< <l t_ f = :s: _, ~ • ~ I::) -\.:'. ~ -:;JJ . ' ~ 1:: ' -±,; ~ - : ,i ~ ~ • ~ I .-£:-----c------,,---- ' i ------.---. ,7r--·~--,s----- f 1•,---'"-,;..,--3/:----:-- ! ._,..:;!I:,. .. . .....-:c, . . . , l-+1-'-'--1~ l ~·--· ~ _j_·::.:._. .. -I -' ~----L~'-----~---.,, rnltTitjfi~Ti{l/~11 :1111ff1:i;:::::::=::z::::§~i;:;;;;;;:::=:;;+:=========t1c!'..'~<'.J~-~I~=~~ -. .•- ~-±:~~~~~--1·----------,l><S> &'-~.~ !J>P ?'ll?1N,:;;;, (e.>f ~rl'?') Z:,/' 16 #-. fl::: i..;-,-' . 7"( P. ' .blr;: ~:~!'~~ ~~I .. ·. 0 ~~~) 3 . . l I ~--~~--'-'➔-+~-· 4 j ·I ::,0--,~-:-'c=·-'-,c-..,:.....c,--_c...,,_-"---l I I . -, ~-:.~ •---·----~"".',-sr'-' __ ___:_, lll',4 -"''---'----:1,,-~----'c--'-----~.;;-,--.. ·-~--,-~--,-., = .::-:. _, (,) • (/) "' u "' f--z (.) q, w --., f-... -ai •:r: t-(.) -"' u a: • .... < "' t-r--0 -LL "' :Zo a, u < (.) a: w I Cl: f-(.) :, < .. f-w z;:: <D < 0 (/) z t-~ < _J z 0 (/) -c:, z • 1,1,1j w > -< • a: (/) :E ~ 0 0 Q< < z a: < a: Cl: a: (!) w == <D 0 (/) =~ "' .... ::;; -"' Ill ---I .II 12-,!, ISSUE 10-11-01 ('2.-11-01 OF