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HomeMy WebLinkAbout0335.95.1GENERAL NOTES AND DESIGN CRITERIA This plant was designed and drafted by Design Basics, Inc., to meet average condi- tions and codes in the State of Nebraska at the time 4 was designed. This plan was also designed in seismic zone 1. Because codes and requirements can change and may vary from jurisdiction to jurisdiction, Design Basics, Inc. cannot warrant com- pliance with any specific code or regulation. Consult your local building official to determine the suitability of these plans for your specific site and application. This plan can be adapted to your local building codes and requirements, but also, it is the responsibility of the purchaser and /or builder of this plan to see that the structure is built in strict compliance with all governing municipal codes (city, county, state and federal). The purchaser and/or builder of this plan releases Design Basics, Inc . its share- holders, directors, officers and employees from any claims or lawsuits that may arise during the Construction of this structure or anytime thereafter. DESIGN LOADS: • Floor. 40 lbs. live load Roof: 30 lbs. live load 15 lbs. dead load 20 lbs. dead load • Soil bearing Capacity - 2000 PSF • Live loads, dead loads, wind loads, snow loads. lateral loads. seismic zoning and any specialty loading conditions will need to be confirmed before construction and adjustments to plans made accordingly. See your local building officials for ventication of your specific load data, zoning restrictions and site conditions. CONCRETE AND FOU4DATIONS: • All slabs on grade shall be 3000 PSI (28 -day compressive strength concrete). unless noted otherwise • All slabs on grade shall bear on 4" compacted granular fill with 6x6 - 1Ox10 welded wire mesh (wwm), unless noted otherwise. • Interior slabs shall have 6 mil, polyethylene vapor barrier underneath. • Provide proper expansion and control joints as per local requirements • Foundafton concrete walls shall be constructed with A) Grade N, type 1, Hollow core load bearing concrete masonry units B) Grade N, type 1, specialty shapes load bearing conrrete masonry units as required. C) Type "M" mortar. D) Provide continuous horizontal joint reinforcing with 9 gauge wire every third course. E) Reinforcing must conform with your local building requirements • ASI 36 "x36 "x18" concrete pads to have (2) N4 rods each way • Foundation walls are not to be backfilled until house is completely framed and roof of structure is in place. • Verify depth of frost footings with your local codes. • Provide termite protection as required by HUD minimum property standards • Lateral support in basement walls to consist of (1) N5 rod in the filled cores of the concrete blocks. • Foundation bolts must be anchored to sill plate with 112" bolts embedded 15" in filled cores. ROD & BOLY SCHEDULE: EXTERIOR FILL ROD SPACING BOLT SPACING 0" to 3'-6" None required 6'-0" o.c. 3' -7" to 6' -0" 48" o.c. 48" o.c. in filled core 6'-1" to 7' -0" 32" o.c. 32" o.c. in filled core Over 7' -0" Additional engineering may be required STEEL: • All structural steel for beams and plates shall comply with ASTM specification A -36. • All structural steel for steel columns shall comply with ASTM specification A -53 Grade B or A -501. • All reinforcing steel for concrete shall comply with ASTM specification A -615 Grade 60. • Provide (1) 15 rod in slushed cores in beam pockets. • Steel columns are to be 3" I.D. (inside diameter) unless noted otherwise. SYMBOLS (Floor) w Supply Air (Ceiling) Ceiling Pattern Detail wna.r..r.r FRAMING MEMBERS: • Unless noted otherwise, all framing lumber to be Hem Fir #2 or better • Contractor to confirm the size, spacing and species of all framing and structural members to meet your local code requirements. • Any structural or framing members not indicated on the plan are to be sized by contractor. • Double floor joists under all partition walls, unless noted otherwise • All exterior walls are dimensioned to outside of 112" rigid insulation. • All interior walls are dimensioned from stud to stud • All exterior walls, including garages, are to have 112" rigid insulation • Calculated dimensions take precedence over scaled dimensions. • All walls are 8'-0" high unless otherwise noted or implied • All angled walls on floor plans are at a 45 degree angle, unless otherwise noted • Unless noted otherwise, above all openings that are. (1) Load bearing and less than or equal to 3 ft... ... ... use 44 Doug Fir (2) Load bearing and more than 3 tt - . . use (2) 2x12 Doug Fir w/ 112" Plywood between (3) Non -load bearing and less than or equal to 6 h use 4x6 Doug Fir (4) Non -load bearing and more than 6 ft . use (2) 2x12 Doug Fir. w/ 112" Plywood between (5) All exterior openings use (2) 2x12 Doiiq Fir w/ 1/2" Plywood between • All trusses to be engineered by truss manufacturer according to the loading indi- cated on this plan • Place (1) row of 1 "x3" cross - bridging on all spans over 8' -0" and (2) rows of 1 "x3" cross-bridging on all spans over 16' 0 • Collar ties are to be spaced 4' -0" o.c • All purhns and kickers are to be 2x6's, unless rioted otherwise • Any hip or valley rafters over a 28' -0 " span are to be Laminated Veneer Lumber (L.V L ) MISC. NOTES: • Prefabricated fireplaces and flues are to t), U L approved and installed as per manufacturer's specifications • All materials, supplies and equipment to be installed as per manulaclurei's spec- ifications and as per local codes and requirements • 1 12" water - resistant drywall around showers, tubs and whirlpools • 1/2" drywall on interior walls and ceilings. • 5/8" type "V fire code drywall on garage walls and ceilings • Windows are called out by glass size only. • Windows. if not noted. are as�miied to be casements • Confirm window openings for your local egress requirements and inininhuill light and ventilation requirements • The mechanical and electrical layouts are suggested only. Consult your rnechanl- cal and electrical contractors for exact specifications, locations and sizes • Typical overhang sizes unless noted otherwise on drawing 'On pitches of 4/12 - 5/12 - 6/12 = 24" overhang 7/12 = 18" overhang 8/12 = 16" overhang 9/12 = 14" overhang 10/12 - 11112 -12112 = 12" overhang • Note Adjust overhangs to provide clearance for windows to open Adjust over- hangs to maintain consistant level when the plans call for (2) ditlerent pitches at a hip. • Minor alterations to this plan can be made by builder Please contact our drafting department for information and price quotes if major changes are required • Design Basics. Inc. determines finished square footage by measuring to the orit- side of all walls. We include interior fireplaces and every location in which the floor joists project from tht foundation. • We do not include. window boxes where the floor joists do not project from the foundation, 2 -story entries; exterior fireplaces; garage; decks; patios, porches, unfinished storage areas, basements or any other unfinished areas Wood Frame Wall Batt Insulation Concrete 111 1111111511 Blown Insulation Brick or Stone Minimum 3 "x3" Solid Bearing AI 7C QP111111P ABBREVIATIONS ADJ Adjustable C T Ceramic Tile FTG Footing MIL 001 inch SEC Second MISCELLANEOUS ABBREVIATIONS ASPH Asphalt DBL. Double GALV Galvanized MIN Minnnum SHWR. Shower (a At AWN Awning OET, Detail GARB DISP. Garbage Disposal MISC Miscellaneous S1 Side Lite +_ Center Line BLDG Building D H. Double Hung G &N Glued and Nailed M 0 Masonry Opening SLOB Slider 6S Six Shelves BSMT Basement DIA Diameter G L L. Gas log lighter NO Number STA Stationary K Line BIM Bottom DISH Dishwasher HOR Header N 1 S Not to Scale STD Standard 1R -1S One Rod One Shelf BTW Between DN Down INSUL. Insulation 0 C On Center STL Steel 1R-2S One Rod -Two Shelves GANT Cantilever DRY Dryer INT Interior 0 H D Overhead Door STRUCT Structural 2R -2S Two Rods -Two Shelves C J Ceiling Joist EA Each JST Joist OPNG Opening I C Trash Compactor S4S Surface Four Side CLG Ceiling ELEV Elevation KITCH Kitchen P C Pull Cord T 8 G. Tongue and Groove 2S Two Shelves CEIL Ceiling ENT. Entertainment l V L Laminated Veneer Lumber PIC1 Picture TRANS Transom 5S Five Shelves CER Ceramic EXP. Exposure t AV Lavatory POLY Polyethylene TRAP Trapezoid 2W Two Wide GHIM Chimney EXT. Exterior LIN Linen PROJ Projection U L Underlayment 3W Three Wide G M U Concrete Masonry Unit FIG fiberglass t IV living BAD Radius UNEX. Unexcavated 4W Four Wide C 0 Cased Opening FIN Finished L.S Lazy Susan RAFT'S Rafters WASH. Washer 5W Five Wide COMB Combination FIXT Fixture MAX Maximum REFRIG Refrigerator WD Wood W/ With COMP Compact F J Floor Joist FARR Master Bedroom RM. Room W F Wide Flange GONG Concrete FLR Floor M C Medicine Cabinet 110 Rough Opening W H Water Healer CSO Cased FLUOR Fluorescent MICRO Microwave R S Rough Sawn W W M Welded Wire Mesh 0 -I NR114HT1 r---- - --- - -� 1 1 110 x 12ii - J I9x17o tjt t 0 1110 CEPLmm 1 I l---------- CI.OT►A1 " u re Ow - € o. 'j 1.�. 1a 3 N M 1 F3 4x120 Z; - -- 120 x 140N ! TO ■.pow C7 I awwro , � TAAN■Q�' Main 1583 Sq, Ft. Second 1331 Sq. Ft. --- n 1 I 1 I 1 1 1 1 FIRMS M. FA._ „Artist Conception Only�,r IV1,. 4 ----- -- - - -- 00 113 x 12o I �o ( �Aac ■^J 1 a [f ©H G • 157x 13 } Fi 198 x 168 O.1KF. 1 -T ) �wn�, L.anoav ■ O "brx 12s'o E� II , I i -r -- 1 a q 1 --r'-r-- uV 1, 11 130 x 140 _ '01 IF. 1♦ Loy. F 213 x 313 t20 x 144 COVVMIO ".. 1„ c ■w.r1 ..00r TA,RNgN1 _?�WZ arcnoo Q(jaLL �V ~'UQ -W7 U.0 LJccWma 5 'r' v U, a -cc Zo CQio QUZ >7`f ZwQZp.i om"ozo Nzzw vz„ -Z ��—zo o 1 n,- R- KUqn win 4p4tnNNLL tnz Z—,m OcZ7n'-Wa H x WW <�- tnVnEE coo >wv N JQi- -ZO. A > C, = Qo�� Z?i�?; Cn CD ON4 N Y o0w 2 Z d �-q� CD UJ ' �o o N� 0� J Z an ao� � U � W ¢ N >oo c o i1 n U N w Z cn Z UJ U Qa�o Vi J W LL Q M O_ V) 07 LUX Z > cZ� Wi- xcJ LLJ N = U J V "D zcr LL o o'- O O cn Q«LLJN W r„ Z `nW0 c? < Qa Q C) CL CC Wa O a ? Z ° WW — X L) d v� m N r"i n N CO C O UJ 3 Z N N �o w � ^O ® ew V_ ■ EN w W r � Na ok 40 MA, iF, man It 40 lip 2201 rim NO oovF•_ A E MO— Detail Number S Supply Air Thru Mill S Sheet Number Section Number/Letter �- S Supply Air ( Sheet Number 1 Direction of Section (; D Pattern Detail wna.r..r.r FRAMING MEMBERS: • Unless noted otherwise, all framing lumber to be Hem Fir #2 or better • Contractor to confirm the size, spacing and species of all framing and structural members to meet your local code requirements. • Any structural or framing members not indicated on the plan are to be sized by contractor. • Double floor joists under all partition walls, unless noted otherwise • All exterior walls are dimensioned to outside of 112" rigid insulation. • All interior walls are dimensioned from stud to stud • All exterior walls, including garages, are to have 112" rigid insulation • Calculated dimensions take precedence over scaled dimensions. • All walls are 8'-0" high unless otherwise noted or implied • All angled walls on floor plans are at a 45 degree angle, unless otherwise noted • Unless noted otherwise, above all openings that are. (1) Load bearing and less than or equal to 3 ft... ... ... use 44 Doug Fir (2) Load bearing and more than 3 tt - . . use (2) 2x12 Doug Fir w/ 112" Plywood between (3) Non -load bearing and less than or equal to 6 h use 4x6 Doug Fir (4) Non -load bearing and more than 6 ft . use (2) 2x12 Doug Fir. w/ 112" Plywood between (5) All exterior openings use (2) 2x12 Doiiq Fir w/ 1/2" Plywood between • All trusses to be engineered by truss manufacturer according to the loading indi- cated on this plan • Place (1) row of 1 "x3" cross - bridging on all spans over 8' -0" and (2) rows of 1 "x3" cross-bridging on all spans over 16' 0 • Collar ties are to be spaced 4' -0" o.c • All purhns and kickers are to be 2x6's, unless rioted otherwise • Any hip or valley rafters over a 28' -0 " span are to be Laminated Veneer Lumber (L.V L ) MISC. NOTES: • Prefabricated fireplaces and flues are to t), U L approved and installed as per manufacturer's specifications • All materials, supplies and equipment to be installed as per manulaclurei's spec- ifications and as per local codes and requirements • 1 12" water - resistant drywall around showers, tubs and whirlpools • 1/2" drywall on interior walls and ceilings. • 5/8" type "V fire code drywall on garage walls and ceilings • Windows are called out by glass size only. • Windows. if not noted. are as�miied to be casements • Confirm window openings for your local egress requirements and inininhuill light and ventilation requirements • The mechanical and electrical layouts are suggested only. Consult your rnechanl- cal and electrical contractors for exact specifications, locations and sizes • Typical overhang sizes unless noted otherwise on drawing 'On pitches of 4/12 - 5/12 - 6/12 = 24" overhang 7/12 = 18" overhang 8/12 = 16" overhang 9/12 = 14" overhang 10/12 - 11112 -12112 = 12" overhang • Note Adjust overhangs to provide clearance for windows to open Adjust over- hangs to maintain consistant level when the plans call for (2) ditlerent pitches at a hip. • Minor alterations to this plan can be made by builder Please contact our drafting department for information and price quotes if major changes are required • Design Basics. Inc. determines finished square footage by measuring to the orit- side of all walls. We include interior fireplaces and every location in which the floor joists project from tht foundation. • We do not include. window boxes where the floor joists do not project from the foundation, 2 -story entries; exterior fireplaces; garage; decks; patios, porches, unfinished storage areas, basements or any other unfinished areas Wood Frame Wall Batt Insulation Concrete 111 1111111511 Blown Insulation Brick or Stone Minimum 3 "x3" Solid Bearing AI 7C QP111111P ABBREVIATIONS ADJ Adjustable C T Ceramic Tile FTG Footing MIL 001 inch SEC Second MISCELLANEOUS ABBREVIATIONS ASPH Asphalt DBL. Double GALV Galvanized MIN Minnnum SHWR. Shower (a At AWN Awning OET, Detail GARB DISP. Garbage Disposal MISC Miscellaneous S1 Side Lite +_ Center Line BLDG Building D H. Double Hung G &N Glued and Nailed M 0 Masonry Opening SLOB Slider 6S Six Shelves BSMT Basement DIA Diameter G L L. Gas log lighter NO Number STA Stationary K Line BIM Bottom DISH Dishwasher HOR Header N 1 S Not to Scale STD Standard 1R -1S One Rod One Shelf BTW Between DN Down INSUL. Insulation 0 C On Center STL Steel 1R-2S One Rod -Two Shelves GANT Cantilever DRY Dryer INT Interior 0 H D Overhead Door STRUCT Structural 2R -2S Two Rods -Two Shelves C J Ceiling Joist EA Each JST Joist OPNG Opening I C Trash Compactor S4S Surface Four Side CLG Ceiling ELEV Elevation KITCH Kitchen P C Pull Cord T 8 G. Tongue and Groove 2S Two Shelves CEIL Ceiling ENT. Entertainment l V L Laminated Veneer Lumber PIC1 Picture TRANS Transom 5S Five Shelves CER Ceramic EXP. Exposure t AV Lavatory POLY Polyethylene TRAP Trapezoid 2W Two Wide GHIM Chimney EXT. Exterior LIN Linen PROJ Projection U L Underlayment 3W Three Wide G M U Concrete Masonry Unit FIG fiberglass t IV living BAD Radius UNEX. Unexcavated 4W Four Wide C 0 Cased Opening FIN Finished L.S Lazy Susan RAFT'S Rafters WASH. Washer 5W Five Wide COMB Combination FIXT Fixture MAX Maximum REFRIG Refrigerator WD Wood W/ With COMP Compact F J Floor Joist FARR Master Bedroom RM. Room W F Wide Flange GONG Concrete FLR Floor M C Medicine Cabinet 110 Rough Opening W H Water Healer CSO Cased FLUOR Fluorescent MICRO Microwave R S Rough Sawn W W M Welded Wire Mesh 0 -I NR114HT1 r---- - --- - -� 1 1 110 x 12ii - J I9x17o tjt t 0 1110 CEPLmm 1 I l---------- CI.OT►A1 " u re Ow - € o. 'j 1.�. 1a 3 N M 1 F3 4x120 Z; - -- 120 x 140N ! TO ■.pow C7 I awwro , � TAAN■Q�' Main 1583 Sq, Ft. Second 1331 Sq. Ft. --- n 1 I 1 I 1 1 1 1 FIRMS M. FA._ „Artist Conception Only�,r IV1,. 4 ----- -- - - -- 00 113 x 12o I �o ( �Aac ■^J 1 a [f ©H G • 157x 13 } Fi 198 x 168 O.1KF. 1 -T ) �wn�, L.anoav ■ O "brx 12s'o E� II , I i -r -- 1 a q 1 --r'-r-- uV 1, 11 130 x 140 _ '01 IF. 1♦ Loy. F 213 x 313 t20 x 144 COVVMIO ".. 1„ c ■w.r1 ..00r TA,RNgN1 _?�WZ arcnoo Q(jaLL �V ~'UQ -W7 U.0 LJccWma 5 'r' v U, a -cc Zo CQio QUZ >7`f ZwQZp.i om"ozo Nzzw vz„ -Z ��—zo o 1 n,- R- KUqn win 4p4tnNNLL tnz Z—,m OcZ7n'-Wa H x WW <�- tnVnEE coo >wv N JQi- -ZO. A > C, = Qo�� Z?i�?; Cn CD ON4 N Y o0w 2 Z d �-q� CD UJ ' �o o N� 0� J Z an ao� � U � W ¢ N >oo c o i1 n U N w Z cn Z UJ U Qa�o Vi J W LL Q M O_ V) 07 LUX Z > cZ� Wi- xcJ LLJ N = U J V "D zcr LL o o'- O O cn Q«LLJN W r„ Z `nW0 c? < Qa Q C) CL CC Wa O a ? Z ° WW — X L) d v� m N r"i n N CO C O UJ 3 Z N N �o w � ^O ® ew V_ ■ EN w W r � Na ok 40 MA, iF, man It 40 lip 2201 rim NO oovF•_ A E MO— ABBREVIATIONS ADJ Adjustable C T Ceramic Tile FTG Footing MIL 001 inch SEC Second MISCELLANEOUS ABBREVIATIONS ASPH Asphalt DBL. Double GALV Galvanized MIN Minnnum SHWR. Shower (a At AWN Awning OET, Detail GARB DISP. Garbage Disposal MISC Miscellaneous S1 Side Lite +_ Center Line BLDG Building D H. Double Hung G &N Glued and Nailed M 0 Masonry Opening SLOB Slider 6S Six Shelves BSMT Basement DIA Diameter G L L. Gas log lighter NO Number STA Stationary K Line BIM Bottom DISH Dishwasher HOR Header N 1 S Not to Scale STD Standard 1R -1S One Rod One Shelf BTW Between DN Down INSUL. Insulation 0 C On Center STL Steel 1R-2S One Rod -Two Shelves GANT Cantilever DRY Dryer INT Interior 0 H D Overhead Door STRUCT Structural 2R -2S Two Rods -Two Shelves C J Ceiling Joist EA Each JST Joist OPNG Opening I C Trash Compactor S4S Surface Four Side CLG Ceiling ELEV Elevation KITCH Kitchen P C Pull Cord T 8 G. Tongue and Groove 2S Two Shelves CEIL Ceiling ENT. Entertainment l V L Laminated Veneer Lumber PIC1 Picture TRANS Transom 5S Five Shelves CER Ceramic EXP. Exposure t AV Lavatory POLY Polyethylene TRAP Trapezoid 2W Two Wide GHIM Chimney EXT. Exterior LIN Linen PROJ Projection U L Underlayment 3W Three Wide G M U Concrete Masonry Unit FIG fiberglass t IV living BAD Radius UNEX. Unexcavated 4W Four Wide C 0 Cased Opening FIN Finished L.S Lazy Susan RAFT'S Rafters WASH. Washer 5W Five Wide COMB Combination FIXT Fixture MAX Maximum REFRIG Refrigerator WD Wood W/ With COMP Compact F J Floor Joist FARR Master Bedroom RM. Room W F Wide Flange GONG Concrete FLR Floor M C Medicine Cabinet 110 Rough Opening W H Water Healer CSO Cased FLUOR Fluorescent MICRO Microwave R S Rough Sawn W W M Welded Wire Mesh 0 -I NR114HT1 r---- - --- - -� 1 1 110 x 12ii - J I9x17o tjt t 0 1110 CEPLmm 1 I l---------- CI.OT►A1 " u re Ow - € o. 'j 1.�. 1a 3 N M 1 F3 4x120 Z; - -- 120 x 140N ! TO ■.pow C7 I awwro , � TAAN■Q�' Main 1583 Sq, Ft. Second 1331 Sq. Ft. --- n 1 I 1 I 1 1 1 1 FIRMS M. FA._ „Artist Conception Only�,r IV1,. 4 ----- -- - - -- 00 113 x 12o I �o ( �Aac ■^J 1 a [f ©H G • 157x 13 } Fi 198 x 168 O.1KF. 1 -T ) �wn�, L.anoav ■ O "brx 12s'o E� II , I i -r -- 1 a q 1 --r'-r-- uV 1, 11 130 x 140 _ '01 IF. 1♦ Loy. F 213 x 313 t20 x 144 COVVMIO ".. 1„ c ■w.r1 ..00r TA,RNgN1 _?�WZ arcnoo Q(jaLL �V ~'UQ -W7 U.0 LJccWma 5 'r' v U, a -cc Zo CQio QUZ >7`f ZwQZp.i om"ozo Nzzw vz„ -Z ��—zo o 1 n,- R- KUqn win 4p4tnNNLL tnz Z—,m OcZ7n'-Wa H x WW <�- tnVnEE coo >wv N JQi- -ZO. A > C, = Qo�� Z?i�?; Cn CD ON4 N Y o0w 2 Z d �-q� CD UJ ' �o o N� 0� J Z an ao� � U � W ¢ N >oo c o i1 n U N w Z cn Z UJ U Qa�o Vi J W LL Q M O_ V) 07 LUX Z > cZ� Wi- xcJ LLJ N = U J V "D zcr LL o o'- O O cn Q«LLJN W r„ Z `nW0 c? < Qa Q C) CL CC Wa O a ? Z ° WW — X L) d v� m N r"i n N CO C O UJ 3 Z N N �o w � ^O ® ew V_ ■ EN w W r � Na ok 40 MA, iF, man It 40 lip 2201 rim NO oovF•_ A E MO— 0 -I NR114HT1 r---- - --- - -� 1 1 110 x 12ii - J I9x17o tjt t 0 1110 CEPLmm 1 I l---------- CI.OT►A1 " u re Ow - € o. 'j 1.�. 1a 3 N M 1 F3 4x120 Z; - -- 120 x 140N ! TO ■.pow C7 I awwro , � TAAN■Q�' Main 1583 Sq, Ft. Second 1331 Sq. Ft. --- n 1 I 1 I 1 1 1 1 FIRMS M. FA._ „Artist Conception Only�,r IV1,. 4 ----- -- - - -- 00 113 x 12o I �o ( �Aac ■^J 1 a [f ©H G • 157x 13 } Fi 198 x 168 O.1KF. 1 -T ) �wn�, L.anoav ■ O "brx 12s'o E� II , I i -r -- 1 a q 1 --r'-r-- uV 1, 11 130 x 140 _ '01 IF. 1♦ Loy. F 213 x 313 t20 x 144 COVVMIO ".. 1„ c ■w.r1 ..00r TA,RNgN1 _?�WZ arcnoo Q(jaLL �V ~'UQ -W7 U.0 LJccWma 5 'r' v U, a -cc Zo CQio QUZ >7`f ZwQZp.i om"ozo Nzzw vz„ -Z ��—zo o 1 n,- R- KUqn win 4p4tnNNLL tnz Z—,m OcZ7n'-Wa H x WW <�- tnVnEE coo >wv N JQi- -ZO. A > C, = Qo�� Z?i�?; Cn CD ON4 N Y o0w 2 Z d �-q� CD UJ ' �o o N� 0� J Z an ao� � U � W ¢ N >oo c o i1 n U N w Z cn Z UJ U Qa�o Vi J W LL Q M O_ V) 07 LUX Z > cZ� Wi- xcJ LLJ N = U J V "D zcr LL o o'- O O cn Q«LLJN W r„ Z `nW0 c? < Qa Q C) CL CC Wa O a ? Z ° WW — X L) d v� m N r"i n N CO C O UJ 3 Z N N �o w � ^O ® ew V_ ■ EN w W r � Na ok 40 MA, iF, man It 40 lip 2201 rim NO oovF•_ A E MO— n 1 I 1 I 1 1 1 1 FIRMS M. FA._ „Artist Conception Only�,r IV1,. 4 ----- -- - - -- 00 113 x 12o I �o ( �Aac ■^J 1 a [f ©H G • 157x 13 } Fi 198 x 168 O.1KF. 1 -T ) �wn�, L.anoav ■ O "brx 12s'o E� II , I i -r -- 1 a q 1 --r'-r-- uV 1, 11 130 x 140 _ '01 IF. 1♦ Loy. F 213 x 313 t20 x 144 COVVMIO ".. 1„ c ■w.r1 ..00r TA,RNgN1 _?�WZ arcnoo Q(jaLL �V ~'UQ -W7 U.0 LJccWma 5 'r' v U, a -cc Zo CQio QUZ >7`f ZwQZp.i om"ozo Nzzw vz„ -Z ��—zo o 1 n,- R- KUqn win 4p4tnNNLL tnz Z—,m OcZ7n'-Wa H x WW <�- tnVnEE coo >wv N JQi- -ZO. A > C, = Qo�� Z?i�?; Cn CD ON4 N Y o0w 2 Z d �-q� CD UJ ' �o o N� 0� J Z an ao� � U � W ¢ N >oo c o i1 n U N w Z cn Z UJ U Qa�o Vi J W LL Q M O_ V) 07 LUX Z > cZ� Wi- xcJ LLJ N = U J V "D zcr LL o o'- O O cn Q«LLJN W r„ Z `nW0 c? < Qa Q C) CL CC Wa O a ? Z ° WW — X L) d v� m N r"i n N CO C O UJ 3 Z N N �o w � ^O ® ew V_ ■ EN w W r � Na ok 40 MA, iF, man It 40 lip 2201 rim NO oovF•_ A E MO—