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HomeMy WebLinkAboutC Building Planscl a M In OD 0 A y J Q F W a i w a 2 d F N F n ;x 4 Q n CONT, ICE / WATER S1,11E SXBXIro C.M.U. FOUNDATION WALL 16" WIDE X 10" DEEP CONC. FTG. A � A A � i < S���Front�Il�� � IES CONC..-. O. (SLOPE4" GRAVEL BASE, TYP. • + •— OF • .— •CONCRETE . . .._. -I • 1N��+I�I:I THICKEN SLAB AT I I '— GARAGE DOOR OPENING IOXSXIro C.M.U. FNDTN. WALL NOTE: SOL ID -FILL ALL COURSES BELOW POINT - LOADS PER PLAN 22" WIDE X 10" DEEP , CONCRETE FOOTING • ' ° 0 1,-10" o4 vane Doo"",r fl._.r_._.�__._. D SCALE: 3/4" 4" CONC. SLAB ON 4" GRAVEL BASE, TYP. 4 6XSXI6 CM -U CAP BLOCK ��! J 4X4XI6 CMU BLOCK PLACE 12XSXIro CM.U. EVERY 4TH COURSE FOR SLAB SUPPORT 10XSXI6 CM -U, FOUNDATION WALL NOTE: SOLID -FILL ALL COURSES BELOW POINT -LOADS PER PLAN 4 22" WIDE X 10" DEEP CONC. FTG. a. o, Fru -0- all Foundation IDI SCALE: 3/4" WIN 2X& EXTERIOR WALL 2Xa ANDINGD - t 2X4 KNEEWALL MAM 117 m1�''-::Lily-, -C�Xs /� CMU -A TOP OF LANDING TOP OF 5LA15 L P BOCK 4X4XI6 CM.0 BLOCK PLACE 12X6XIro G.M.U. EVERY 4TH COURSE FOR SLAB SUPPORT IOXSXIro C.M.U. FOUNDATION WALL NOTE: 50LID-FILL ALL COURSES BELOW POINT -LOADS, TYPICAL 22" WIDE X 10" DEEP CONC. FTG. a. I'-• 10" 4" CONC. HOUSE SLAB ON 4" GRAVEL BASE, TYP, SCALE: 3/4" Foundation Notes, D ALL PLAIN! AND REINFORCED CONCRETE SHALL COMPLY WITH REQUIREMENTS IN ACI 318 CONCRETE USED FOR FOOTINGS AND INTERIOR SLABS ON GRADE SHALL BE 2,500 P.S.I. MIN., TYPE I ASTM C150. ALL EXTERIOR CONCRETE WORK, INCLUDING PORCHES AND GARAGE 5LA55, SHALL BE NOMINAL 4" THICK 3,500 P.S.I. AIR -ENTRAINED CONCRETE, TYPE i ASTM C150. REFER TO CABO TABLE 402.2, [i PERIMETER INSULATION FOR SLAB ON GRADE CONDITION SHALL BE 1 1/2" X 24" R-8 RIGID HORIZONTAL INSULATION, R-5 AT SLAB EDGE. 0 FOUNDATION CONTRACTOR TO INSTALL 1/2" DIA. ANCHOR BOLTS 6 6'-0" O.C. MAX. OR CODE APPROVED Ira GA. GALVANIZED ANCHOR STRAPS 6 4'-0" O -C. EITHER ANCHOR SHALL BE LOCATED 11-0" MAX. FROM CORNERS. REFER TO CABO SECTION 403. �i ALL WOOD FRAMINCs MEMBERS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. C% ALL CONCRETE SLABS SHALL HAVE FIBROUS REINFORCING EOR CRACK CONTROL PER SPECIFICATIONS. [] ALL FOUNDATION WALL CM.U.'S SHALL BE LOAD-BEARING UNITS CONFORMING TO CABO TABLE 404.1, 604.4, AND ASTM C-90-10 FOR HOLLOW UNITS. AT POST AND BEAM BEARING LOCATIONS ON G.M.U. WALLS, CELLS SHALL BE FILLED SOLID WITH GROUT OR MORTAR FOR TOP TWO COURSES, MIN, ❑i GARAGE SLA55 SHALL BE NOMINAL 4" CONCRETE. GARAGE FLOORS SHALL BE MIN, 4" BELOW THE ADJACENT DWELLING FLOOR. [ji BUILDING FOUNDATIONS HAVE BEEN DESIG=NED BASED ON AN ASSUMED SOIL BEARING CAPACITY OF 2,000 P.S.F. ADDITIONAL ENGINEERING IS REQUIRED IF SOIL BEARING CAPACITY IS LESS THAN 2,000 P.SF. ❑i NOTE: PROVIDE REINFORCING BARS AND HORIZONTAL REINFORCEMENT AS REQUIRED BY CODE. V Q 0 SL0) -�5 61 µ,0E �_r. � MU` � I- c u � � ex) '0� X -0- 4" CONC. GARAGE SLAB ON 4" G=RAVEL BASE, TYP. • (SLOPE 2" t0 WEATHERLIP) Z 4 4 O I INTERIOR LOAD-BEARING WALL Q ,� ��oQat�ogerrraaa X1. PLACE 10X8X16 CM.U. EVERY 4TH 4" CONIC. HOUSE SLAB ON o�+ �j�••''°•. ��i 4" GRAVEL BASE, TYP. • COURSE FOR SLAB SUPPORT 0�'.� �.'vWi I THICKENED GONG. FTG, IL ; . C7 o 8-- $XSXtra GM.U. FOUNDATION WALL Q Q r NOTE: SOLID -FILL ALL COURSES Q t.�,�. :�� C" \, : Q e BELOW POINT -LOADS PER PLAN Z :� > • �, �,��. � 1611WIDE X ID" DEEP GONG. FTG. • A s1 45 Z �aaaarrreaaet,��e V-4" I,-,4,,, 8 oHousuin /Gar i Il � 0- 2 ^ii,rr.w r irrrrr r i�ir,�r.0 n .�.rr�rw.rrqu�,rrrrr. SCALE: 3/4" = I'-0" m 't SCALE: 3/4" N N h 4" CONC. SLAB ON 6 m z 4" GRAVEL BASE, TYP. z o 4" CONC. GARAGE SLAB ON Q �8 n o 4" GRAVEL BASE, TYP. JLJ (SLOPE 2" TO WEATHERLIP) V ui . a 4 �-i +---•i A 8X5XI6 C.M.0 "CHAIR BLOCK"- -� ax8X16 CM "CHAIR BLOCK" (S) 3` PLACE IOXSXI6 C.M.U. EVERY 4TH LL COURSE FOR SLAB SUPPORT PLACE 10X8XI6 CM.U, EVERY 4TH V COURSE FOR SLAB SUPPORT 8XSXI6 C.M.U. FOUNDATION WALL 8XSXIrr CMU. FOUNDATION WALL ♦� tL NOTE: SOLID -FILL ALL COURSES NOTE: SOLID -FILL ALL COURSES _ BELOW POINT -LOAD$ PER PLAN BELOW POINT -LOADS PER PLAN 16 "WIDE X 10" DEEP CONIC. FTG, - 16 "WIDE X 10" DEEP CONC. FTG. , j z e, A U Q > rLl` 02 End. W,11 FoundcatiOn- House o3 End Waom 11 Founda t a lorl- uj C5 D SCALE: 3/4" = 1'-0" az !" SCALE: 3/4" 1'-0" z w `.. , w w N c) OD 11 al CDCD cu q N 94 Lei 11 X 0 z 3 a r w 0 Q_ 0� U APProved Partywall System UL DE51GN NO. U33ro 2 HOUR SEPARATION WALL STG RATING EQUALS 51 (TL -88-351) ALL CONSTRUCTION AND COMPONENTS SHALL CONFORM WITH U.S.G. SPECIFICATIONS. REFER TO USG AREA SEPARATION FIREWALL / PARTYWALL SPECIFICATIONS GUIDE SAS25 - 09250, 5FEC IF ICAT IONS 2 LAYERS OF TYPE SLX I" THICK GYPSUM WALL50ARD LINER PANELS SUPPLIED IN NOMINAL 24" WIDTHS. VERTICAL EDGES OF PANELS FRICTION FITTED INTO "H" SHAPED METAL STUDS 0 METAL STUDS ARE STEEL MEMBERS FORMED FROM x'25 MSG. GALVANIZED STEEL HAVING "H" SHAPED FLANGES SpACED 24" O.C., W/ OVERALL DEPTH BEING 2" t FLANGE WIDTH 13/,S" © PROVIDE I" AIRSPACE BETWEEN LINER PANELS AND WD, FRAMING QQ 2X4 WOOD STUD WALLS WITH STUDS s 16" O.C., CRASS BRACED AT MID -HEIGHT WHERE NECESSARY FOR ALUM. CLIP ATTACHMENT. PROVIDE 3 1/2" R-13 BATT INSULATION IN ALL STUD CAVITIES, []s 1/2" GYPSUM WALLBOARD APPLIED TO WOOD STUDS EITHER HORIZONTALLY OR. VERTICALLY. ATTACH WITH 1 1/4" LONG STEEL DRYWALL NAILS SPACED 8" O.C., VERTICAL JOINTS TO BE LOCATED OVER STUDS, © I" THICK MINERAL WOOL BATT FIRESTOPPING ("THE~RMAFIBER") AT INTERMEDIATE FLOORS, FRICTION FITTED BETWEEN LINER PANELS AND WOOD FLOOR TRUSSES / FRAMING [i ALUMINUM ANGLE ATTACHMENT CLIPS: .063" THICK, 2" WIDE, W/ 2" AND 2 1/4" LEGS. CLIPS SECURED WITH 3/S" TYPE S $CREWS TO EACH 'H' STUD AND WITH 1 1/4" TYPE W SCREWS TO WOOD FRAMING THROUGH HOLES PROVIDED IN CLIP. SPACE CLIPS -9 5'-0" O.G. MAX. VERTICALLY AT LOWER 14' OF WALL. SPACE CLIPS 10'-0" O.C. VERTICALLY MAX, AT UPPER 24' OF WALL. C1 2" GALVANIZED STEEL C -RUNNER ATTACHED TO FOUNDATION W/ POWER -DRIVEN FASTENERS 19 24" O.C., APPLY ACCOUSTICAL CAULK AT BASE TRACK EACH SIDE SEAL ENTIRE PERIMETER AND BETWEEN THE HORIZONTAL BACK- TO-BACK C -RUNNERS W/ MIN, 1/4" BEAD ACCOUSTICAL SEALANT. CAREFULLY SEAL AROUND ALL GAPS AND CUTOUTS FOR LIGHTS, PIPES, DUCTS, ELECTRICAL BOXES, ETC. TO MINIMIZE SOUND LEAKAGE. BACK-TO-BACK PENETRATIONS OF THE GYPSUM PANEL DIAPHRAGM AND FLANKING: PATHS SHOULD BE ELIMINATED. (2) 1" GYPSUM LINER PANELS 2" USG STEEL H -STUDS 6 24" .063" USG ALUh BREAK-AWAYC (SEE NOTES, THIS S! CROSS -BRACE AS NECESSARY _L IF ATTACHME 2x4 WD. STUD u STUDS o 16" O.0 FLOOR TRU TOP CHORt FLOOR TRU BOTTOM CI - 1"111) -WALL LOWER LEVEL AND let FLOOR DBL. TOP F g I� 5/4X4 H05D. TRIM -1/2" EXT. GYP, BD. k Ar SHEATHING OR a S` • N 1/2" F.RT, PLYWD. _ d HDBD. SIDING 0 W 10 2X4 BLOCKING w 5/4X4 HDBD. TRIM 2" U5G STL. C -RUNNER CONTINUOUS 12" DRAFTSTOPPING (2) 1" GYPSUt'1 LINER PANELS 2" USG STEEL H -STUDS 1+ 24" O.C. v Il" Detail at near Offset SCALE: 3/4" 2" USCF STEEL H -STUDS 9 24" O.C. (2) 1" GYPSUM LINER PANELS 2X4 WD, STUD WALL, STUDS 'm 16" O.G., TYP. 1" AIRSPACE R-13 BATT INSULATION 1/2" DRYWALL, TYPICAL Putywgill lah tion P Sed SCALE: 3/4" = 1'-0" SOLE FLATE let FLOOR AND 2nd FLOOR Axonoetric Details at CH10 Attachment .E PLATE O.S.B. DECKING NOT TO SCALE 2" USG STEEL C -RUNNER 7/16" FIRE -RETARDANT k Ar Z a S` • N A •��( �� LSU f.. �, w f•�• �. rQ W 10 .�.- y a w TREATED PLYWOOD 4'-0" e� U- - z 5/4 X 6 HDBD. FASCIA BD- MIN. EACH SIDE OF PARTY- ON 1X4 SUB -FASCIA, TYI•'- w WALL CENTERLINE 0 5/4 X 12 HDBD. TRIM ENGINEERED WOOD ROOT" ON 1/2" Q Q EXT. sHEATHING TRUSSES 's 24" O.C., TYP_ � uj uj (SCREW ATTACHMENT TO o -� STEEL H -STUDS) C� J now w tU� v Z >}- CONT. METAL FLASHING: sow4 � � a Lu w a ,.1 Q. 0 (2) 1" USG GYPS Q LINER PANELS 1 TALLED OS3" G ALUMINUM BETWEEN 2" USG TE =1 { BRE AWAY Cl -IPS H -STUDS g 24" ., TYP. (SEEN 8, THIS SH>=I<T) a EXTEND TO UND SIDE ID OF F.R.T. PLYWD. OCr DECK "THERMAFIBER" Z z o FIREBLOCKING (2) 2" USG STEE STEEL G-RUNNE: z TOP OF PLATE R-38 BLOWN INSUL., TYP. --- (FLAT CEILINGS) j� R-30 BATT INSULATION W/ KRAFT PAPER BACKING AT VAULTED CEILINGS 2nd F R HT. N (2) 1" USG GYPSUM LINER PANELS INSTALLED 'BETWEEN 2" USG STEEL I -I -STUDS 11 24" O.C., TYP. --� (2) 2" USG STEEL STEEL G -RUNNERS-----.-_, 1/8" T 4G OS.5- FLOOR DECK (GLUED AND NAILED) ON 13 1/2" HT. ENGINEERED WOOD FLOOR TRUSSES 6 24" O.C.--` (TYPICAL) FL HT, TOP OF PLAT .063" USG ALUMINUM BREAK -AWAY CLIPS (SEE NOTES, THIS SWEPT) a1) 1/2" DRYWALL I" AIRSPACE - 2" USG STEEL C; -RUNNER WITH POWER -DRIVEN FASTENERS 6 24" O.C_, T` p (2) 2" USG STEEL STEEL C -RUNNERS 2X4 WD. STUD WALL, S,TUD5 e 16" O.G., TYP. "THERMAFIB R" FIREBLOCKI qG R -I9 BATT IN U ATION CROSS -BRACE STUDS AS NECESSARY FOR CLIP ATTACHMENT .Dro3" USG ALUMINUM BREAK -AWAY CLIPS (SEE MOTES, THIS SHEET) "THERMAFIB R" FIREBLOCK} G R-19 BATT IN U ATION 1/2" DRYWALL R-13 BATT INSULATION, TYP. CROSS -BRACE STUDS AS NECESSARY FOR CLIP ATTACHMENT :t z 1/2" DRYWALL C: L'4��Z Z • • • • • a • ���,�i��r Ii„ wIi • 2X4 P.T. SILL PLATE SET IN SILL > L 4" CONG. SLAB ON 6 MIL_ SEALER AND ATTACHED TO FNDTN POLY. VAPOR BARRiEI¢? OVER W/ APPROVED METAL STRAP ANCHORS, 4" GRAVEL BASE, TYP, SPACING PER MFR SPECIFICATIONS, MIN. 12" FROM CORNERS OFFSET 12XSXlfo CM.U. EVERY 4th COURSE 12X8XI6 C.M.U. I=OUNDATION WALL FOR SLAB SUPPORT a a 20" WIDE X 10" DEEP CONCRETE F Q E OOTINCx i �.• ..a ,'•. .e�, 2 05 REI!3ARS, I CONTINUOUS m all Section SCALE: 3/4" t v_v CL P1»'m O�Q 0 0 �3� `13 D-�� 3 0 T �s co 1- 4) 0 D -P � 9 i V vpYl�6Y14tIIBi�B k Ar Z a S` • N A •��( �� LSU f.. �, w f•�• �. rQ W 10 .�.- y a w w e� U- - 1`111) - WAL L Z O t-- APPqftn� w w o U- - Q � uj a o -� J now tU� v Z >}- � � a Lu w a Q. 1`111) - WAL L Z t-- w cv w w U- - N 1 1/2" 5/4 x 6 DECK BIDS. 2X4 BLOCKING CANTILEVERED P.T. 2X12's 1X12 SKIRT BOARD (MITER -CUT ALL CORNERS) VP.T. 2X8 JOISTS IX4 TRIM W/ P_T_ 2X4 LEDGER 3/8" BEVEL CUT-/ VERIT=Y PER FLOOR TRUSS SPACING Deck End Detam'161 SCALE: 3/4" = 1'-0" Framtgq Planl at� Deck, PREFORMED 5/4 X 6 DECK SD. EDGE ABOVE PT. 2X12 END W/ IXI2 SKIRT BOARD (ROUNDED EDGE, MITER -GUT ALL CORNERS) f - _ - - - - - — -- NEWEL POSTS NOTE: PAINT ALL DECK FRAMING 4 RAILING — 9 36" HT. I P.T. 5/4" X 6 O.S.B. ROOF DECKING, TYP.- YP.2X DECKING ENGINEERED WOOD ROOF EN -3, ROOF 5/4 x 6 DECK BD TRUSS w/ 24" HEEL P.T. 2X12 4 1/4" 13RICK LADDER P.T. 2X8 �l ` i I I I I I P.T. 2X8 JOIST 1 LINE OF 5/4 X 6 P.T. DECKING ABOVE I 1 i I JOISTS I I _ I O I I I I j I 1 1 I I I P.T_ 2X8 JOIST 1 i I I I I I ! I I I i 1 I I I I I I 1 I P.T. 2X8 J015T 1 1 1 P.T. 2X4 LEDGER I 1 0 I I 1 lel 2X12 P.T. LEDGER 1X4 TRIM W/ 3/8" BEVEL I al ZI Q+ 61 1 C1 1 I I I I I I I 1 i I I I j P.T. 2X12 02 SYS' I I I 2X4 BLOgKINq fV. 2>k12 02 SYP I I I I P.T. 2X8 JOIST I i I I I 1 I � I - 1 I to ! I I I I ► I I 13 I/2" HT. ENGINEERED WOOD I FLOOR TRUSSES 6 24" O.C., TYP. NOTCH 2X61 BAND I I BOARD AT12X121JOISTS 2X6 BAND BD. I I I I i P.T. 2Xi2 LEDGER I I I N Lj_( N � LaJ � a � 0 of n� Framtgq Planl at� Deck, PREFORMED LINE OF OPTIONAL VAULTED NEWEL POSTS NOTE: PAINT ALL DECK FRAMING 4 RAILING TO MATCH EXTERIOR TRIM COLOR 9 36" HT. 15# ROOF FELT OVER '1/16" P.T. 5/4" X 6 O.S.B. ROOF DECKING, TYP.- YP.2X DECKING ENGINEERED WOOD ROOF EN -3, ROOF 5/4 x 6 DECK BD TRUSS w/ 24" HEEL P.T. 2X12 4 1/4" 13RICK LADDER P.T. 2X8 �l ` z JOISTS � TOP OFzt O P.T. 2X4 LEDGER - PLATE lel 2X12 P.T. LEDGER 1X4 TRIM W/ 3/8" BEVEL > 1X12 SKIRT 50. H[:>SD. SIDING, TYP. '-11" ]LEVER 6 1/2' 4" RABBITED 5/4 X 6 VENTED NDBD. SOFFIT, TYP. -� 5 1/4" CROI,I)t.1 MLDG 2 X DENTIL MOULD 1 1/2" TEETH) IX12 £3RICK- vENEER LINE OF OPTIONAL VAULTED � CEILING (4:12 PITCH) 4 1/4" COMPOSITION SHINGLES ON Dke; ° 15# ROOF FELT OVER '1/16" SCALE: 3/4" O.S.B. ROOF DECKING, TYP.- YP.2X 2 XaLKG. ENGINEERED WOOD ROOF EN -3, ROOF TRUSSES a 24" O.C., TYP. TRUSS w/ 24" HEEL 1'-3 1/4" O.H. 4 1/4" 13RICK LADDER TRUSS HEEL HT. £3RICK- vENEER TYF'. WiNr>ow � I HEADER a , FIRS -CAST LINTEL— -- Cornkc,�U AN Dke; ° • SCALE: 3/4" r N SCALE: 3/4" = 1'-0" NOTCH 2X6 BAND BOARD AT 2X12 JOISTS 13 1/2" HT, ENG. FLOOR TRUSSES R-13 INSULATION, TYP. (2) P.T. 2XI2X18` 02 SYP JOISTS NAILED TO BOTH SIDES OF FLOOR TRUSS, CANT. a'-11" FOR DECK SUPPORT, ATTACH WITH 2 ROWS trod. NAILS - BOTTOM ROW TO BE FASTENED TO BOTTOM CHORD ID 12" O.C., TOP ROW TO BE FASTENED WITH (1) 16d. NAIL AT EACH TRUSS WEB PROVIDE APPROPRIATE FLASHING AT WALL PENETRATION. rrrrrr SCALE: 3/4" = I'-0" ALUM. GUTTER _ TOP OF PLATE Mt - SEE DETAIL ABOVE ., 2X4 BRICKA L DDER CONTINUOUS PRE -CAST CONC. BELT SAND, PROJECT 1" FROM FACE OF 13RICK VENEER TOP OF BELT SAND COURSE SECOND FLOOR HT. - CONTINUOUS BR[CK SOLDIER COURSE, PROJECT 1/2" I=RON FACE OF BRICK VENEER !!� _ TOP OF PLATE 2X6 BAND BOARD, TYP.---/ a' GALV. METAL WALL TIES PER CODE, TYP. -� - FIRST FLR HT, _ m , c ' TOP OF PLATE BRICK VENEER, TYP. CONT. 4X4 PRE -CAST CONC. BELT BAND, PROJECT I" FROM FACE OF BRICK VENEER TOP OF BELT 15AND_COU'RSE CONTINUOUS BRICK SOLDIER COURSE, PROJECT 1/2" FROM FACE OF BRICK VENEER 1" AIRSPACE, TYP. �v CONT. META. FLASHING WEEP HOLES 33" O.C. TOP OF $LAB — E 4X4XI6 C.M.U. BLOCK 2X6 P.T. SILL PLATE SET 1N SILL SEALER AND ATTACHED TO FNDTN. W/ 1/2" D[A. X 15" ANCHOR BOLTS 0 4$" O.G. MAX., 12" MIN, FROM CORNERS �--12��-� I I I ' - - 1/2" DRYWALL R-38 BLOWN INSULATION (FLAT CEILINGS) R-30 BATT INSULATION (VAULTED CEILINGS) SECOND FLOOR 1/8" T f G O.S.B. FLOOR DECKING (NAILED 4 GLUED) ON 13 I/2" HT. ENGINEERED WD. OPEN-WE13 FLOOR TRUSSES 6 24" O.C., TYPICAL R-lg INSULATION TYP, R-13 INSULATION, TYP. FIR5T FLOOR 2X4 WD. STUD WALL STUDS e I(o" O.C., TYP. LOWER LEVEL 1/2" STRUCTURAL SHEATHING: 2X6 WD. STUD WALL STUDS Q 16" O.G., TYP. 1/2" DRYWALL 4" CONC. SLAB ON 6 MIL. POLY. VAPOR BARRIER OVER 4" GRAVEL BASE, TYP. J`-raX8X16 C.M.U. 5LOCK PLACE 12X8X16 C.M.U. EVERY 4TH COURSE FOR SLAB SUPPORT IOXSXtro C.M.U. FOUNDATION WALL NOTE: SOLID -FILL ALL COURSES (OR APPROVED METAL STRAP ANCHORS, BELOW POINT -LOADS PER PLAN W/ SPACING PER MFP_ SPECIFICATIONS) . a. 22" WIDE X 10" DEEP CONC. FTG, lSl a AVlh da a' 1'-10c Typical Wasill-Section Front Wall. SCALE: 3/4" = 1'-0" z 0 } .r.l a Z a d z a .j Lam � ppIL FN 0- d w N m � Of Y Lu Q W z � O Lu lel w Q O > i to a 1 N Lj_( N � LaJ � a � 0 tp — Lo o 0 cK CL z LLJ Q z cv crl '�!' ►A a .j Lam � ppIL FN 0- d w N m � Of z o CL Lu 0 lel w +- i a 1 Lj_( LaJ Q.. � Lo o }'— cK CL LLJ Q z LAjQ X LLJ Fn cucu Q w la CY�1 z G i ti w LJ 0 0 a i L.) PRE -FORMED 4 1/4'! BAL/L, TOP 4 11/4" X 4 1/tiFll PREFORMED NEWEL POST—, e � �uRRa=act` f MOUNTED flL ATTACHMENT , RAILING I F41/2"X11!2"Xicc,"w SOUARE 5ALLU5TERS ! , M PRE-FORED TOP / � AND BOTTOM RAIL t fig '•� � , i iX ; P 1A FQ}1 1 !i i I&14 2X8 JOISTS r 1 j 9 1/moi" WIDE I `I 2X10 BOX -BEAM - _� BOX -BM. BRC. i�T,� _ DOOR R.O. HT. 1 - t f STEEL L INTEL— 03 3'-5 3/4" A4 dam- 2X10 BOX -BEAM (EXTEND TOP AND BOTTOM CHORD AN A DDIT;0>NAL 11/2" AT NaJSE 51DE) 10" DIA. T,4PERED COMPOSITE COLUMN UJ/ ATTIC BASE AND GAPET4I_, INSTALL PER MFR. SPEC.'S — TUBULAR STEEL RAILING, A : TACP TO COLUMNS 1 1 DOOR ROUGH OPNCz. HT. 8R1GK VENEER� ICONG. STEPS N; TO GR4DE --� LOWER LEVEL T01=' OF SLAB t"- COVERED ENTR'�' 4 NOTE: ADHERE THIS NEWEL POST TO BRICK VENEER ONLY (NO ATTACHMENT TO ROOF DECK) TRIM" BAIL -TOP AS NECESSARY STANDING-5EAM COPPER ROOF ON 3/4" PL' WOOD ROOF DECK COPPER FLA5H1N(�r 2Xry WALL BRICK VENEER 2Xi0 LEDGER, GLUED AND BOLTED T14RU BRICK VENEER W! 1/2" Dia, LAG BOLTS, 10" L., 24" C.C., COUNTERSUNK (3) 2XIO HEADER W1 1/2" Pi-yWD. FILLERS 30roa ENTRY DOOR W/ (2) SIDELIGz 4T5 AND 5410 F.G. TR4N501vi ABOVE 2 - STORY FJ'l'ER BRICK ROWLOCK 51LL UJ/ 5OLD1ER COURSE BELOW AT DOOR OPENING ONLY -� SCALEf 3/4" = I'-0" FRE -FORMED NEWEL POST AND 5TANDING-SE4M COPPER ROOF ON 3/4" PLY WD. DECK---; COPPER ROOT= OVERLAP AND DRIP EDGE- NOTE- DGE-- NOTE: COLUMN CAPITAL MUST EXTEND BEYOND 50X -BEAM TRIM PRE -FORMED COLUMN CAPITAL----,"' 10" DIA, TAPERED COMPOSITE COLUMN --- 0 44,4 9 1/4" WIDE 2X10 BOX -BEAM 1X10 TRIM SCALE: 1112" = l' -O" " // 30(oe� ENTRY DOOR W/ 02~, ' \� (2) SIDELT6. AND 54101 A4.�71 �,, RG;, TRANSOM ABOVE k 1 1 \'-BRICK MOULD { BRICK ROJLOCK $ILL, WIT I ` -JX& TRIPPED) SOLDIER COURSE BELOW 41/4" BLOCKING AT DOOR OPENINCz ONLY -1X10 UJD. TRIM DECORATIVE HALF I I I I\\\ FACIA -MOUNT COLUMN PILASTERS !X8 WD, TRIM I \ I I I I COLUMN 5451= BOX, -BE AM& ABOVE 02 ,44A IO" CONC, STEPS TO GRADE Plan at Covered Ent I AL BRICK VENEER I I I I � F I I I �- L INE OF ROOF I PLAT'=ORM ABO'/E J \--10" DIA, TAPERED COiIF05ITE COL GMNS — TU5IJLA.R STEEL RAIL.INS AT 330" 4 -IE iG-N T , TYE'- cCALE: lit" = 1'-0" Z� 0 0 V?• J 9L 41 4 a � o AAQ.0 3 vV' ; 4 i `C`•O J-* V ; ry lnw• � O�V: y`••b b..........••••A,. Q_ VW \ ,�°��Yttit°tis°°��` w o LLJ _J 0; VW Cc s rpt V) V V z Q Q_ ; cr_ 2 p O--J C (L p7Z � n � w o VW Cc s rpt V) V) OD M Q N Q Ce) h h P7 h 0 w O x z u Li rz I O .; a0 k CA 24'-4 1/2" 71, 5'-0 1/2 EE 1 311 r3c! THICKEN FTG. AT GARAGE DOOR OPNG, TO j 36" X 3h" X 15" DEEP FOR POINT LOADS !, 10" C.i"'l.U, FNDTN, WALL ON 22" WIDE X 1011 DP, GONG. FTG,, 2500 P. -W, MIN. Dl S 1 1/2" WEATHERLIP DROP FDTN I& lk GARAGE DOOR fL oil 12" C.M.U, FOUNDATION WALL ON 20" WIDE X 10" DEEP CONC. FTG., i ! 2500 P5.1,, MIN., (TYP. AT PARTYWALLS) w � � ! 23'-2 112" GARAGE 5LAB 4" GONG. SLAB ON 4" GRAVEL BASE a" C.M.U. FTN. WALL ON �' ! ' 3500 P.5.L, MIN. 16 WIDE X 10" DEEP fQ i t j 01 GONG. FTG., 2500 P.5_l. d ! ! i DROP GARAGE THICKEN FTG. TO ! SIM. SLAB 4" BELOW 24" X 24" X 12" DEEP p -!r TOP OF FTN. WALL FOR POINT LOAD i 9 ! `-4 3I4" 13'-J 3/4" ! d ! 3'-011 i'-8 1/4" 5`-9 1/2" 5'-5 In,, i 05 _ __------ 4 - __ _ EE iF BATH--=s====='s R ��AINNS SHOVER E ;moi i F,fE,E p1 _ ILA i I \ _ ! ! N zl -jI f ' _-s __-- NouSE SLAB 4" CONC. SLAB OVER ro MIL. BARRII�R i OVER 4" GRAVEL BASE FTj, o" WIDE X S" DEEP 2500 P.S.I. MIN.HKND. 5LA15 FOOTING i 8" G.M.U. FOUNDATION WALL ON Ira" WIDE X 10" DEEP CONC. FTG. 2500 P.S.I., MIN. ( T Y P I C A L) i 24" X 2" CONTINUOUS PERIMETER INSULATION i D2 ITYPICALMUM) , _ 4 1/2" BRICK LEDGE, TYF'. � ___-__ ---- ------ 3 JAI C.M.U. FOUNDATION WALL ON _ i 22" WIDE X 10" DEEP CONC, FTG. ------------ 1122" 2500 P 5.1., MIN. ( T Y P I C A L) i RAISE PORCH WALLS 12 i1 AT CROSSHATCHED BLOCK. 0, 01 4 1/2" BRICK LEDGE, TYP, A4.1 D1 6011 WIDE STEPS TO GRADE V-0" 15'-8 1/2!I I� I IIll I����.11 l '-4 1/2" m 4 1/2" BRICK LEDGE, TYP, Notes 50LID FILL C.M.0 COURSES BELOW ALL POINT -LOADS FROM ABOVE, Right End Unit SCALE: 1/4" = l'-0" Ib 0- oc /Jj .VII, W L1. 0 ul a 4 .j N � i cv N zl -jI f ' _-s __-- NouSE SLAB 4" CONC. SLAB OVER ro MIL. BARRII�R i OVER 4" GRAVEL BASE FTj, o" WIDE X S" DEEP 2500 P.S.I. MIN.HKND. 5LA15 FOOTING i 8" G.M.U. FOUNDATION WALL ON Ira" WIDE X 10" DEEP CONC. FTG. 2500 P.S.I., MIN. ( T Y P I C A L) i 24" X 2" CONTINUOUS PERIMETER INSULATION i D2 ITYPICALMUM) , _ 4 1/2" BRICK LEDGE, TYF'. � ___-__ ---- ------ 3 JAI C.M.U. FOUNDATION WALL ON _ i 22" WIDE X 10" DEEP CONC, FTG. ------------ 1122" 2500 P 5.1., MIN. ( T Y P I C A L) i RAISE PORCH WALLS 12 i1 AT CROSSHATCHED BLOCK. 0, 01 4 1/2" BRICK LEDGE, TYP, A4.1 D1 6011 WIDE STEPS TO GRADE V-0" 15'-8 1/2!I I� I IIll I����.11 l '-4 1/2" m 4 1/2" BRICK LEDGE, TYP, Notes 50LID FILL C.M.0 COURSES BELOW ALL POINT -LOADS FROM ABOVE, Right End Unit SCALE: 1/4" = l'-0" Ib 0- oc /Jj .VII, W L1. 0 ul a 4 .j Q z 0 - �� n z4� raaa>• Q iu , ur -' �M j6j p� w Q� * 839 z a� IT -1 o Q W w LLJ n V an Q z 0 - �� n z4� raaa>• Q iu , ur -' �M j6j p� w Q� * 839 z a� IT -1 o M m m rzn li, r- •• 9pACOO P.�P ®�P® O EC C> O 1 >f� a rzn m r- •• 9pACOO P.�P ®�P® O mpm '7NIZIV'3G-CIVPO-1 NOIN21N1 C1N7 NOINaIX9 -!iV -SION 2-1 � � r dz� m rn a � rn m D 3� Q �-- o � m a> 0 r D � 4%$'Sl lQ99 r'ogt.,"Am � �� oy °�e ....� ate. ,, rzn m r- •• 9pACOO P.�P ®�P® O ���Pt�eeara�aee4�o��� '7NIZIV'3G-CIVPO-1 NOIN21N1 �_ Z Z! o rzn m r- S llufl pub �qNi� C"Tb`OEc#�l1) NEaNBA X)ING N , Lo O w U ;Lp 0 'Did JO 1,.j IclAcIPT JQMOPT , Oi-I CZ ,rfr-i9 m I I 1 SNwnioo a3�-3zld irztnlon�ll ala „ml� I I I ? HONOC4 ")NO::) -� 3�' i-1�0 �a '1H m�SPJE '1H ZtdH )IK/"IL msfaE NCH 9Xz C£) NCIH 9XZ (C) CHl'd9 S3an�10N1) 01Wt�30 �? 311n8 WOOc'�a3S ESE '140 cJ.p �, �N1�130 ,8 "i3dc�b`O-�•.�D1s~Z � _ 7���� zl3f1'10� Q2HSINI=f ,r Z Z Z! o � v 39 01 Cfiis 7-ivm m '7NIZIV'3G-CIVPO-1 NOIN21N1 C1N7 NOINaIX9 -!iV -SION rn A dz� rn � D 3� llufl pub �qNi� C"Tb`OEc#�l1) NEaNBA X)ING N , Lo O w U ;Lp 0 'Did JO 1,.j IclAcIPT JQMOPT , Oi-I CZ ,rfr-i9 m I I 1 SNwnioo a3�-3zld irztnlon�ll ala „ml� I I I ? HONOC4 ")NO::) -� 3�' i-1�0 �a '1H m�SPJE '1H ZtdH )IK/"IL msfaE NCH 9Xz C£) NCIH 9XZ (C) CHl'd9 S3an�10N1) 01Wt�30 �? 311n8 WOOc'�a3S ESE '140 cJ.p �, �N1�130 ,8 "i3dc�b`O-�•.�D1s~Z � _ 7���� zl3f1'10� Q2HSINI=f ,r Z 'a310N 9t7 1430X3 •O.O „9I 39 01 Cfiis 7-ivm �- '7NIZIV'3G-CIVPO-1 NOIN21N1 C1N7 NOINaIX9 -!iV -SION rn A e 1'trb I `- 3a� o1 �� Sd31s 'ONoo Ir f Cg,'03ds zl3d) `IV13W '1H „9fi '-d.�. f•o•o ,1 ZI � sank a3WV��-Noo-1-I�r� 9xz 3s Ol 77bm 1NON:i N#J. O:j 'dJ.1 "0'D „91 (D scn1S (33WVN=I-NOOTllVG trXZ 38 Ol 'I'IVM 3a19 d1a kO:l 31ON i I 133Hs 's-livi3a -tnw - i i , kNIN3 335 =310N tti fa3-I) 3�ogd _ 3noGb Wb 3E3-xo3 "�1"t3lt#S Iz{ fz)/m ZD I OIxZ 3aim ,1tr/i 6 - �a J.�1iN3 eras 9H - �Mt12E --------------- ,,.... _ dl -1l '3� _. i 1 _ :do dG �'! 130070 „�-171 CONI-€IV21 -am-'ldO) 015 dt/0 am 8xi /m �, ;� _ F E -,i a3r-►s1Ni? lllvm33N>.'.lH 1,9E EAOGV Noo-i I /rT�Nf"i1301 I Hs�z! I - s raado-ts� 1SNI=i =10 3NI-1 L— i �l s I ---------- I1�Q1�3 V aNt�1s I ��- ��- -, ti179 310N If . _ PIN 06 CaHSIMiNn i OR -'t —11 --- r SH LU LraH gxz C1 9xt Cs) S--lVM (ONV IDNI-€13O LV HSINW 7 V'm.E.Na I -1n-4 "ID -ID R `ONDa alDVNb'=-) -sir s�radr 9Xt Or)NOOCI 3VVNV`V "H'o fL. X F( I 9xt Mr) Wb'38 i331s n0 -,L1 ik 9L x trlrn 3AOGV >030 Cloom CI3a:I3A3'lUNt/0 4O 3NI-1 0 r m I� I c oldo wooalinSoul gils o 1 (to 9H 61_011 6'-0" CANTILEVERED WOOD DECK, PAINT TO MATCH EXTERIOR TRIM 32" 4'-0„ t2" SEE DECK DETAILS, SPT. D33 48" X 44" OPENING TO BE PRE -BUILT INTO WALL PANEL--, 20" DEEP RECESSED MEDIA NICHE (DRYWALL FINISH) MEDIA NICHE TOP TO BE i/16" OSB et). W/ DRYWALL FINISH --- WOOD MANTEL AND SURROUND CERAMIC TILE FACING PRE-1-iFR'D, INTERIOR GAS FIREPLACE UNIT -- ELEVATION SCALE: 3/8" PC Note. HATCHED WALL INDICATES INTERIOR LD. -BRCS. WALL W/ STUDS 1w 16" O.C. AND DOUBLE TOP PLATE. ALL LOAD-BEARING HEADERS TO BE 2-2X6 W/ 1/2" PLYWOOD FILLER EXCEPT AS NOTED. Area Calculations NON-C0M5U5TI5LE 364 S.F, tai FLOOR LIVING AREA: HEARTH D` 841 SF PRE-FAi3RICATED 2,052 SE GARAGE.- GAS FIREPLACE UNIT UNFINISHED STORAGE: 85 SF. NICHE TOP TO BE 2,582 Sr-. Y�nT i/Ifo" OSB BD. COVERED 14" HT, 1(' W/ 3/2" DRYWALL FINISH )ROPPE I Yy f `t TOP -VENT UNIT HDR. 13 =--_ N / NOCK � FLUE LOCATION A�w (Y 48"W. X 44" HT. X 20" DP. 2'-0' '-2' 4'-3" WCCU MEDIA NICHE, TOP 6 S 1/8" Ck W2142 -R } BELOW TOP OF PLATE -1+-511 (DRYWALL FINISH) 36" HT. 2X4 WALL W/IXS WD. CAP (NO RAIL OPTION AVAILABLE HERE) PLAN LU SCALE: 3/4" = I'-0" luteror Gas 0 Fireplace / 1r ROOM Media NichevvE. 807 Note. HATCHED WALL INDICATES INTERIOR LD. -BRCS. WALL W/ STUDS 1w 16" O.C. AND DOUBLE TOP PLATE. ALL LOAD-BEARING HEADERS TO BE 2-2X6 W/ 1/2" PLYWOOD FILLER EXCEPT AS NOTED. Area Calculations FINISHED LOWER LEVEL: 364 S.F, tai FLOOR LIVING AREA: 823 5.F 2nd FLOOR LIVING AREA: 841 SF TOTAL LIVING AREA: 2,052 SE GARAGE.- 463 SR UNFINISHED STORAGE: 85 SF. TOTAL: 2,582 Sr-. OPT, 353 AND 313 (LOWER LEVEL BATH) FINISHES 85 SF. STORAGE AREA. ill 601068 S.Cx.D. W/ 6010 F4:p, TRANSOM 1j]___F2)I3/4" X 11 1/4" LVL HDR. I (3) 2X4 JACK$ EACH ENC '1k -O+, �u 2' + rIr f I PREFORMED NEWEL POSTS 4 RAILING 1 g 3fo" HT. {, 30to0 3060 .�:� NOTE: FOYER SIDE WALL TO BE 2X4 BALLOON -FRAMED STUDS 6 16" OC., TYP, FOYER FRONT WALL TO BE 2Xfo BALLOON -FRAMED STUDS 6 12" O.G., TYP. NOTE: ALL EXTERIOR AND INTERIOR LOAD-BEARING WALL STUD SPACING TO BE I6" O.C. EXCEPT AS NOTED. BRICK VENEER (TYPICAL) End Unit ,GALE: 1/4" = I'-0" opt. N20 / N21 .Gourmet Kitchen rv-GALE: 1/4" = I'-0" cn o 0 z �1 m 0 z o Y z z l�3� G� ��'•V t•�•`1 O. Z fL � LLl�t� Y�nT lb Z W � N / NOCK � 0 m A�w (Y u' �Q WCCU Ck W2142 -R } y-' 0 w tu F LU 01 0 FAMI 1r ROOM w U *- 0 821-R ij 0 D2 IDW It OPT. 268 CARPET, S' CLCD. Z L f 3 -6 it I ISLAND W/ a W4224 _-� i 36 " X 54" TOP - DSL. VNK 0 W/ DIBP. °10'- kf:��_-�— �__� 2 1/2 , f IC ,k ( NOTE: CABINET t _ CFWW MLDG. STANDARD -_;7__'_ 11/2" FILLERS � 835-R 1312-L W}242 -L I RANGE 3" FILLER R ,, � ' ell, �� 61 W3042 5G542 -L (PULL 4 1/2") 00 Y � �� DPT. 5C3642 -=1 �` -- - i- SPACE � W3624 ���� .' ,�' �) SC"I INT. GAS FIREPLA E (PULL 41/2") L W/ BUILT -1N MED} NIC -4 1 R SHUJI7R. (SEE DETAIL, THIB S T) _ LAv -= �- --- P � 36" HT. 2X4 _ r ROOM WALL w/1X8 `' = NON -WD. CAP RE611 24" T.B. R c, ` STRUCT. (No RAIL oPT.) � 9` CLG. 51-11/211/ 4'-4" " �„ COLUMN �'v �d 3 1/2" X 13 1/2" 1= - UQSH PARALAM BM, Q-0'4) Q i—_- 246$ (5) 2X.4 JAC m ---------- --- ----- 01 l I X -' X m A43 i FIA}i$HED F'� -• KNEEWALL' {� i I sTORAGE DINING N a) BELOW" ROOM .3 �=� =�-= � � -' � } ! i S i 1ti E 1 i i t _.. CARPET, k HVAC I UP uF 1 iRl t m 9 CLG. CHASE:j Lo %2'S T I I u � A4_5 f i 4k-441 3C -a" HT. 2X4 EEWALL I W! IX8 WD. CAP, TYP. Q z _� ! -ui _ (RAKE WALL 42" HT.) N IL i i i (OPTIONAL LLD. RAIL) _ -- F ----------_ _----- t ! iX -- i ---------- ----- LIVING ROOM _ m CARPET, 9' CLG. DN. t! I RISERS I i _ m -3 `-8 1/2" t t 611 1 15s 3tf (3r1Xfo HpR. ! t '� I NOTE: FOYER SIDE WALL TO BE 2X4 BALLOON -FRAMED STUDS 6 16" OC., TYP, FOYER FRONT WALL TO BE 2Xfo BALLOON -FRAMED STUDS 6 12" O.G., TYP. NOTE: ALL EXTERIOR AND INTERIOR LOAD-BEARING WALL STUD SPACING TO BE I6" O.C. EXCEPT AS NOTED. BRICK VENEER (TYPICAL) End Unit ,GALE: 1/4" = I'-0" opt. N20 / N21 .Gourmet Kitchen rv-GALE: 1/4" = I'-0" cn o 0 z �1 m 0 z o Y z z l�3� G� ��'•V t•�•`1 O. Z fL � LLl�t� Lu lb Z W � � 0 iLU A�w (Y u' �Q WCCU Ck Q 0 } y-' 0 w tu F LU w 0 8 t w U *- 0 � 0 Z a v Sj V W WL 0 LU t� J o 0 z �1 m 0 z o z z l�3� G� ��'•V t•�•`1 O. Z fL � LLl�t� Lu lb Z ow hit! � � 0 iLU A�w (Y u' �Q WCCU Ck QtL y-' 0 w tu LU w 0 Uzul i w U *- 0 Sj V W WL 0 LU t� J o 0 z �1 m 0 z o z m L_ Ld G� ��'•V t•�•`1 O. Z fL � LLl�t� Lu lb •�@,�aaaaaaeibaa � � 0 iLU ?o� 0- Sj V W WL 0 LU t� J i o 0 z �1 m 0 z o z m L_ Ld 0- lL:�- w n z w 0 i z LJ m L_ Ld i 231-101, 3050 111111 � 1l.t � / I 305@ ` 305P.3 OL- cm IN1922 } M. 5ATN6' Q BRICK VENEER (TYPICAL) End Unit SCALE: 1/4" D 1i @li �i i i !![ LUALK-IN f Ei CLOSET tV V ; CIA CARPET, a' i ir iX" c. a' -0u m r � 1l.t � / I 305@ ` 305P.3 SECOND MASTER BEDROOM cA�'ET, a' cLG. (VAULTED CEILING OPT. 400A) PROVIDE FLUE CI -LASE W1 FIREPLACE OPT. 801 ONLY - PLANT LEDGE 6 V-5" NT. U1/ VLT'D. CEILING OPT. 400 ml� M a' Ci_G, 110 0 Doubite Master BuAmoroom--- Opt. 300 /ofl Garden hath opt. 275 -- SCALE, 1/4" 1l.t � / 0'0.6, OL- cm O:X ' U10 " } M. 5ATN6' Q a �m r Q (NO VAUL r N � 0 Tula --------7 @ GAf;VEN iil i o � �a R - JL � s � o 0 �o 1pv t/i w Garden hath opt. 275 -- SCALE, 1/4" ©©©"IN d1R� OL- cm O:X ' U10 " I� Q a �m � r N � o � � n JL � z o 0 1- ©©©"IN OL- cm O:X ' U10 " I� ,���o��aesitt►�°ea �� u u �m r N � o � � n JL � o 0 1- t/i w LLL o w 0 � J � O J o 0 0_ i+-1 tAj N C14N � 'Q C3 LLJ W PRE-ENGINEERED WOOD ROOF TRUSSES -w 24" O.C., TYP. (SEE ROOF FKI-IS. PLAN) 12 15 1/4" OH (TYP,) 5 1/4" OP LINE OF VLT'D. i ~ CLG.OFT. 400 � ' 3.5 [777--� } TOP OF PLATE + LL TYP, HDR. HTS—_—^ UJ.I C. LINEN BATT -------- I _ ____._.. R-38 BLOWN INSUL., TYP. L 11 -- I +__...____.,' f ; (FLAT CEILINGS) rt ; i. ___.__._ I ` R-30 BATT iNSUL., TYP. (VAULTED CEILINGS) N MASTER BEDRO M HALL ' 3RDOM R-13 WALL. D IN&ULATION ENGINEERED FLOOR TRU ES, TYP, i i EN I i I EKED t T Y '. ) (SEE FLOOR FRAMING LAN5) ;j I, FLU BEAM 1' I 2nd FLP- ------- --- -� ` 2nd FLR — T.O. PL. TYP. NDP. HT. i PANTRY - d ENGINEERED I STEEL LINTEL, TYP. STORAGE - BALLOON FRAMED M1 WALLS AT FOYER i HALL TO __..._..._._ s it it j, I; i FOYER i t ,_ a n j 18t FLR { j _ ---- —' 1St FLR,_- - ----- -- '' i PRE -BUILT 2X8 _TOP OF PLATE f I LANDING t STAIR � ENTRY DR. W/ i i I' SECTION, rv1-iT. A42 ENGINEERED FLOOR TR',USSES, TYP. i I (SEE FLOOR FRAMING PLANS) L F.G. TRANSOM (.I i� f € 4' PRE-E3UILT F CONIC_ PORCH ;a BOX STAIRS STEEL SEAM HEADER dJ ii ! FiNISI-IED LAUNDRY (s�� FLOOR PLAN) ' STORAGE I Cx/�RAC CONC. STEPS iZ TO GRADE CLOSET FOYER NT. `r O14; 05 �Rou�ai) DI4"STEP-DN.. TO. SLAESLAB, � ._.01 Dl 4" CONC. SLAB OVER' # f E # (o MIL. VAPOR BARRIER' r OVER 4" GRAVEL BASEouildi 'u . __ •' •- -- Tn Lng Sinction 01 �c .l SCALE: 1/4" = 1'-0" cv m BI COPPER CAP OVER �4 2 1/4" 4'-01t .n c11 o CHIMNEY EXTERIOR FINISH TO BE 1/16" O.S.B. TOP C2 A) SYNTHETIC STUCCO FINISH ("ORYVIT" ----_ TO TRUSSES W/ (2) ]rod. NAILS`; OR EQUAL) INSTALLED PER MFR'S SPEG's I Y NOTE: CHIMNEY LOCATION VARIES PER UNIT cq STUCCO BANDING-/; I AND BUILDING CONFIGURATION. SEE BUELDING FRONT VIEW 5ECT{ON 0 CONTROL ELEVATION$ FOR LOCATION INFO. x f c❑ 1116" 0.5.8. SHEATHING �u � o COPPER FLASHING ---'- i 2-2X4 LEDGER ATTAC}-IED } 2X4 LATERAL - BRACING 61 E3 U PRE-ENGINEERED WOOD ROOF TRUSSES -w 24" O.C., TYP. (SEE ROOF FKI-IS. PLAN) 12 15 1/4" OH (TYP,) 5 1/4" OP LINE OF VLT'D. i ~ CLG.OFT. 400 � ' 3.5 [777--� } TOP OF PLATE + LL TYP, HDR. HTS—_—^ UJ.I C. LINEN BATT -------- I _ ____._.. R-38 BLOWN INSUL., TYP. L 11 -- I +__...____.,' f ; (FLAT CEILINGS) rt ; i. ___.__._ I ` R-30 BATT iNSUL., TYP. (VAULTED CEILINGS) N MASTER BEDRO M HALL ' 3RDOM R-13 WALL. D IN&ULATION ENGINEERED FLOOR TRU ES, TYP, i i EN I i I EKED t T Y '. ) (SEE FLOOR FRAMING LAN5) ;j I, FLU BEAM 1' I 2nd FLP- ------- --- -� ` 2nd FLR — T.O. PL. TYP. NDP. HT. i PANTRY - d ENGINEERED I STEEL LINTEL, TYP. STORAGE - BALLOON FRAMED M1 WALLS AT FOYER i HALL TO __..._..._._ s it it j, I; i FOYER i t ,_ a n j 18t FLR { j _ ---- —' 1St FLR,_- - ----- -- '' i PRE -BUILT 2X8 _TOP OF PLATE f I LANDING t STAIR � ENTRY DR. W/ i i I' SECTION, rv1-iT. A42 ENGINEERED FLOOR TR',USSES, TYP. i I (SEE FLOOR FRAMING PLANS) L F.G. TRANSOM (.I i� f € 4' PRE-E3UILT F CONIC_ PORCH ;a BOX STAIRS STEEL SEAM HEADER dJ ii ! FiNISI-IED LAUNDRY (s�� FLOOR PLAN) ' STORAGE I Cx/�RAC CONC. STEPS iZ TO GRADE CLOSET FOYER NT. `r O14; 05 �Rou�ai) DI4"STEP-DN.. TO. SLAESLAB, � ._.01 Dl 4" CONC. SLAB OVER' # f E # (o MIL. VAPOR BARRIER' r OVER 4" GRAVEL BASEouildi 'u . __ •' •- -- Tn Lng Sinction 01 �c .l SCALE: 1/4" = 1'-0" cv m BI COPPER CAP OVER �4 8 ' • �Y ' �4 1/16" O.S.B. TOP ----_ TO TRUSSES W/ (2) ]rod. NAILS`; AT ALL INTERSECTING WEBS, Y FRONT VIEW 5ECT{ON 2X4 STUD WALL PANELS � N z 1116" 0.5.8. SHEATHING �u � 2-2X4 LEDGER ATTAC}-IED } TO TRUSSES W/ (2) irod. NAILS AT ALL INTERSECTING WEDS AND TOP CHORD 8 PRE-ENGINEERED WOOD B ROOF TRUSSES 9 24' O.C. a i 2X4 LATERAL BRACING d 5IUE VIEW SECTION ::OF'PER CAP OVER 1/Iro" O.S.B. TOP ?X4 STUD WALL PANELS. 1/1b" O,S.B. SHEATHNG 2X4 LATERAL BRACING NOTE: ADJACENT F.R.T. PLYWD. ROOF DECKING NOT TO BE CUT OR PENETRATED PRE-ENGINEERED WOOD 0 44.1 m 4-- ROOT= TRUSSES � 24 O.G., TYP. 2X4 LATERAL BRACING �4 8 ' • �Y ' �4 2-2X4 LEDGER ,4TTACHED ----_ TO TRUSSES W/ (2) ]rod. NAILS`; AT ALL INTERSECTING WEBS, AND TOP CHORD FRONT VIEW 5ECT{ON N�4�.Ik"°V . .... D e$a�ls W14X2ro STEEL BEAM — 2X(o PLATE--\ (CLINCH -NAILED TO STEEL BEAM) 2Xro HD. JAMB~ IXS HEAD TRIM Gar 0211 ♦ aJ�D`��re4s.ea��'�'�� SCALE: 3/8" r 11-011 IL z OC 0m Z �...1 } o V tii � a 13 FLP- TRU55E6 W 3 tri � fl HDBD. SIDING 0 0 z - EXTERIOR 0" tog � SHEATHING w04c f Q i' aaa w LH 1 v- (J) 5/4 X 4 TRIM ; Z } � ■ l C C N4� ........ J cr N z� z Lo o a o DoorHeader Q� zLu r r r x V) a e �4 8 ' • �Y a e a �4 8 . a 8 . ' �4 Stection at UppteT Fll* 3`-8" 1'14'1 1'-4" -7k 1'-0" e. 2XS X X X X N N C4 CI, 2X8 APPLY 3/4" DECKING TO TOP UPPED'. LAND INCA - '11 1 - LW,(o i SCALE: 1/2" = I' -P0" Note 2-5TORY FOYER WALLS TO BE f3ALLOON-FRAMED PER ENGINEERING 1$t FLR. _LANDING HT. ly- Oi O s 4$ .j ;i -1 Q FIELD -BUILD 2X8 LANDING ON 2X4 d KNEEWALL5,2X6 JOISTS 0 16" D.C., W/ Q Q U 3/4 O.S.B. DECKINr U m a Lu a► u.t v aD u �r N ROUGH FOYER LANDING I- GERAMIC TILE FINISH ADD5 3/4" NT. TOP OF SLAB II' -2 1/2" STAIR OPENING RAKED 2X4 KNEEWALL (OPT. WOOD RAILING) STORY 13 1/2" HT. FLR. TRUSSES— FOYER (SEE FLR. FRAMING PLANS) HANDRAIL e 34" 4BO\/E TREADS PRE -BUILT BOX 5TAIR6 PRE-5UILT I R13ER5 � $" 3'-S" X 3'-1" FIEL 8 TREADS 9", 2XS LANDING- TOPDNOSING Y 3'-19>1I all P-11 XS' LANDING R (BAee) R. (RLR'Cs. OPT.'s) FINISHED &TORAGE CLOSET FIELD -BUILD 2X4 KNEEWALL BELOW THIS FLIGHT OF STAIRS / FOR 5OX-STAIR ]BEARING (3/4" ABOVE ROUGH LANDING HT.) L INE OF LOWER FLIGHT OF STAIRS a (3 RfSERS a 8") 31/21, Nott NAIL STAIR STRINGERS AND LANDINGS INTO ADJACENT WALL STUDS WITH (3) 8d. NAILS PER STUD, MIN. s t��� S ��tio n Lower Uvel to lst Floor Stars SCALE: 1/2" = P-00" d a Lu lu � 0 0 lu z cv m Z U Uw _ Ltoa.U � O W w pi3L ow Lu �,- �d i w �Lu Q � 6l _ Lu to � 1oQa�ntt{tao�fd�®y o Iletp `cam; IL Q N m z o z z a AMML L, � d a F= o z2w _0 Aw N Q � z Q a O g 0-- z Q d z - �n Mi U.1 04 p �i Ld X ui •NW& V-Att I,tl it J 1 �rtt 1 li_0u tL iL 2x8 2X8 i 12x8 = N N � N ^ N(V C14 N N m 2X8 APPLY 3/411 DECKING TO TOP APPLY 3/4" DECKING TO TOP UPPER LANDING LOWER LANDING St�a�° Landi LANDING kT. s(unctio SCALE: 1/2" = 1,_0tt kND ING NT *n at Landin ys m L N N 2x91 N 0 V Z i cs 4. t A. Y u,1 '• t�} APPLY 3/411 DECKING TO TOP APPLY 3/4" DECKING TO TOP UPPER LANDING LOWER LANDING St�a�° Landi LANDING kT. s(unctio SCALE: 1/2" = 1,_0tt kND ING NT *n at Landin ys m L TDP OF PL. " 2nd PLR N TOP OF PLS ' FIRST FLP TOP OF PL. NAIL STAIR STRINGERS AND LANDINGS FRAMING PLAN) INTO ADJACENT WALL STUDS WITH (3) "d NAILS PER 5TUr>, MIN. ��' giction 1st Floor to 2nd Floor stairs A4.3 SCALE: 1/2" = V-0" 2nd PLR" - 0 •dY s�y �� 0 V Z i cs 4. t A. Y u,1 '• t�} 917 w Z' ' V t • 40!•'7 141 \ f� � V• ni tu (YIm � �tOZ Z1J) V ttl F- Z UPPER im � LANDING �LOWER 85lu lu 1u� litLAND ING NT. m Q luN } �. No Lu 42 914 .j lxi Lu •ct" v � 0 V La m Fm m� z d c� W r FIRST FLi2 TDP OF PL. " 2nd PLR N TOP OF PLS ' FIRST FLP TOP OF PL. NAIL STAIR STRINGERS AND LANDINGS FRAMING PLAN) INTO ADJACENT WALL STUDS WITH (3) "d NAILS PER 5TUr>, MIN. ��' giction 1st Floor to 2nd Floor stairs A4.3 SCALE: 1/2" = V-0" 4 ®e 4111411400#**,* 0 •dY s�y �� 0 V Z i cs 4. t A. Y u,1 '• t�} 917 w Z' ' V t • 40!•'7 141 s`d00a444R#411444$4 � 4 m (YIm � �tOZ Z1J) ttl F- Z -J j,u to im � Q� 85lu lu 1u� N m Q } �. No Lu 42 914 .j gm,� Lu W IT 0 V La Fm Endow z d W 3 LIE O W I x a � N d Q � -4 .j J U- J — a� �y ti—.71 Ei. Z w 0 z �-(-� a Q F- LIJ p �(", �� w � •Q O LL, r W �7V w w Q 4 ®e 4111411400#**,* 0 •dY s�y �� 0 V Z i cs 4. t A. Y u,1 '• t�} 917 w Z' ' V t • 40!•'7 141 s`d00a444R#411444$4 � 4 m (YIm � �tOZ Z1J) ttl F- Z -J j,u to im � Q� 85lu lu 1u� N m z } �. No Lu 42 914 .j gm,� Lu W IT 0 V 4 ®e 4111411400#**,* �"i � .O •dY s�y �� 'li • V Z i cs 4. t A. Y u,1 '• t�} 917 w Z' ' V t • 40!•'7 141 s`d00a444R#411444$4 4 a t t • t e � 4 m � rr- � N m z CQ .j gm,� In Q 0 V La Fm Endow W 3 LIE O W a � N Q � -4 .j J U- J — a� �y ti—.71 Ei. w 0 z �-(-� s IL p �(", w � •Q O LL, r W �7V w w Q 4 8 A I I f t t • t 8 A I I f loath 3 1_. 2p.to 3'(3 SCALE: 1/4" = 1'-0" 1 ENTRY COACH LIGHT ON PHOTOCELL SWITCH laudroom Suite PLt•QKQ SCALE: 1/4" = V-0 11 ------------------------1 I # I # I E I # 1 GARAGE COACH LIGHT I ON PHOTOCELL SWITCH I # I ! I I GF1 AT ELEC. PANEL (VERIFY LOCATION) I f I i CLG. OUTLET # t , I NOTE: ROUGH -IN EX. FAN VENT ------- ------ 22"'1 ---- 223'1 i I i I Ell 4d - — - — - — - Zrz,,� - — - — - — # I SDS t AT OPT. ----- - II _ - I - -- let FLR I I S' ' NAt3CYIN�s ; i - `��-0'',, _ _ _ _ .1 L - f I 4`--i 1/2" ONTPHOTOCELL ACH SWITCH NOTE: ADJUST RECESSED CAN LT, LC AS NECESSARI' FOR FLOOR FR,4MiNCrt I f Lowutnr Lu&%vv&%1 M� wow ;. `loss 9i8%4jy'� w J •• s iL',6-• Uro -Y,"'i .*s�`'��eQ, gC'3'#4r o" 8 W � N Y Q O � J < a o N ° Lu a 3 LL O Flu d> U 0 4c }-- z � o c. iF..{ U Z p O Q <Of —1 M� e. k 1 I wow ;. `loss 9i8%4jy'� w J •• s iL',6-• Uro -Y,"'i .*s�`'��eQ, gC'3'#4r o" 8 W � e. k 1 I 8 W � N O � J < a o Lu 3 LL O Flu U 0 4c }-- z � o c. iF..{ U Z p O Q <Of —1 e �z o FLI t e. k 1 I k 1 I 1 I M M) m _t 99. N20 / N21 Gourmet Kitchen° SCALE: 1/4" Electrical Legend Sl'i"iBOt SY1"1BOL DESCIPTION if,; •� 110V OUTLET ��l ��et#i! OUTLET w/ GPI PROTECTION �CsFI U1p WATERPROOF OUTLET w� CSI OTE T10N SWITCHED OUTLET �32Ov er �F 1c; CEILING OUTLET PA CLCs, FAN RECEPT, 'tib+lit liilil% r.. SING=LE POLE SWITCH s THREE WAY SWITCH i POUR WAY SWITCH J DISPOSAL 99. N20 / N21 Gourmet Kitchen° SCALE: 1/4" Electrical Legend Sl'i"iBOt SY1"1BOL DESCIPTION _ 110V OUTLET ��l CFI OUTLET w/ GPI PROTECTION �CsFI U1p WATERPROOF OUTLET w� CSI OTE T10N SWITCHED OUTLET �32Ov 220V OUTLET �F 1c; CEILING OUTLET PA CLCs, FAN RECEPT, r N SING=LE POLE SWITCH s THREE WAY SWITCH i POUR WAY SWITCH m DISPOSAL .1 RECESSED CAN LIGHT ®� VAPOR PROOP REG, CAN LT, = n WALL MOUNTED FIXTURE xo CEILING MOUNTED FIXTURE HANGING FIXTURE 4 EXHAUST PAN FAN/LIGHT COMBINATION F44 PHONE JACK 4" T.V. T.V. JACK CHIME QSD- SMOKE DETECTOR I � , I , G!� 1 11 I GIS'P�-A W/ — � I ' I GFf I 42" IDU1 II CA i CA a1 N2.I ) RANCxE 1111 ,9210 REQ, sP I 12„ O ;! I PAN I / cl�lhtES SD 1 ------------------.----- _ __ I NOTE: LOCATE HANGING _ I TO 2�ruLR FIXTURE ON WINDOW CENT ------ I i 1 , . I ERL INE NOTE. 4bJLf3T %:SSSED CANLIGW L.00ATifS NECESSARYFOR FLOOR FR2G MEMBERS , E L"L SWITC 4 II tf \\ If FLOOR OUTLET W/ f I OPT. WD. RAILING t I I FIXTURE ON WINDOW CENTERLINE II li Floor E 1&1qtr1'cCa1--P1 non OPT. RECESSEp EYEBALL LIGHTS AVAILABLE W/ OPT. FIREPLACE -ELEC. OUTLET AND CTV OUTLET 10 60" HT. W/ OPT. FIREPLACE Jil Ito� U!mV l} 9,3 Q 2D.'Lu Oi a ..a IL Z OWN am 4ftOttttpy,����� I>_ _ rA,`•F- go u.l 4 � m r �F 1c; a r N cA M m .1 z 9z 6 V a xo W W Z d U o W V Q � r O rl w r o Q P= 0 Lw m ! m u- w pq W W 1"" r 4ftOttttpy,����� I>_ _ rA,`•F- go u.l 4 � m r �F 1c; I>_ _ 0 � m r �F 1c; r N cA 14 m .1 z 9z 6 V w xo W Z U o n� IL V Q � r O rl w 0 o Q P= 0 Lw m ! m u- w pq W W 1"" WOOD GROWN FRIEZE W/ DENTIL MOLD TYP. (SEE DETAILSH , EtT D-3) 241' DIA. DECORATIVE HALF ROUND LOUVER W/ BRICK ROWLOCK SURROUND 0 q CONTINUOUS PRE -CAST BELT -SAND (PROJECT II` FROM FAt� OF BR,CK W-_, FCONT'=S HRICW — _ �%.DIER COURSE (PROJECT Vl211 FROM r -ACE OF BRICK VENSER) A•,__._ METAL RAILING e0 �' 3611 HT, 1 R 1 T'L Side Elevation (SEE DETAILSI�T A4.1) CSEE DETAILS, CHIMNEY 1 SCALE: 118" , 11-�16 �Nllnuc-VO SNINGI.E-OI/ER RIDGE VENT 4`-0° (A60 OFENUNG AT r -RT. pLyW. DECKM) -COMPOSITION TYPICAL F.R.T. PLYWD. ROOF DECK VENTED HA ' > RDBD} j� . SOFFIT, TYP. 5/4X,& FASCIA BD_, TYP. IL O (LWOODcIROM Fi21EZE W! DENTIL MOLD, TYP. P. rsEE DE7AIL, SHEET D-3) ' �� �' TRUSS tOP GF PLATEN -- _. — — ----- - ---_— 5/4X4 TRIM, TYP. 16' X "I' O.N. CxARAGE DOOR Rear Eleva-------------- ,.. ' ARDBD. SIDING TYPO C/ -A1 t -W = +'-ra" BRICK VENEER, TYP. /_PREF-FORMED NEWEL AND RAIL 6YSTEMo36 k, HT. CANTILEVERED P.T. WOOD DECK (PAINT TO MATCH E><T. TRIM) SEE DETAILS SVT. D2 1 -/All 'MIN, -----;---.. RE-FORMED NEWEL --- .__ AND RAIL SYSTEM036" HT f LT. FIXTURE J BRICK ROWLOCK T11, 7, r. SURROUND W/ PRE- -- CAST CONC. KEYSTONES AT ELLIPTICAL WINDOW TOP OF BELT BAND BRICK VENEER, TYP.--_►� z Hr-- ,_ -- _== --- TOP OF= PLATE --- CANTfLEYERED P.T. WOOD DECK (PAINT = r; TO MATCH EXT. TRIM) _0 i SEE DETAILS SHT. 02.~ COPPER FLASHING C/ -A1 t -W = +'-ra" BRICK VENEER, TYP. /_PREF-FORMED NEWEL AND RAIL 6YSTEMo36 k, HT. CANTILEVERED P.T. WOOD DECK (PAINT TO MATCH E><T. TRIM) SEE DETAILS SVT. D2 1 -/All 'MIN, CA 0 DOWNSPOUTS DOWNSPOUTS WITH f COLLECTORS J BRICK ROWLOCK T11, 7, r. SURROUND W/ PRE- CAST CONC. KEYSTONES AT ELLIPTICAL WINDOW TOP OF BELT BAND BRICK VENEER, TYP.--_►� z PRE -FORMED O BALLUSTERS AND tj `9 ; ._.X 1 k 7-1-t invation ti CA ALUM. GUTTERS -- DOWNSPOUTS DOWNSPOUTS WITH f COLLECTORS z BRICK ROWLOCK T11, 7, r. SURROUND W/ PRE- CAST CONC. KEYSTONES AT ELLIPTICAL WINDOW TOP OF BELT BAND BRICK VENEER, TYP.--_►� z PRE -FORMED O BALLUSTERS AND - NEWEL POSTS r; (SEE DETAILS _0 i SHT A4.4) COPPER FLASHING 3:-{..1- 10" DIA, PRE- FORMED COLUMNS ftLu 8 36 " HT, METAL- , cv PORCH R41L ING r. . LT. FIXTURE — ►- 1 _ .3..f� i9 BRICK VENEER AT PORCH j LL TOP OF BELT BAND?�r': LOWER LEVEL WINDOW AND DOOR ROUGH OFENMG ' t TOP OF SLAB r �- 1 k 7-1-t invation FALSE CHIMNEY 1'-10 1/2" (SEE DETAILS, SHT. A4.1) NTINUOUS SHINGLE -OVER RIDGE VENT AT F CNO OPENING .RT. PL7WD, DECKING3 ---~COMPOSITION SHINGLE,$—— (TYP.) `-- P.R.T. PLYWOOD ROOF DECKING 5/4X6 FASCIA BOARD, TYP. WOOD CROWN FRIEZE W/ DENTIL MOLD, TYP, CSEE DETAIL, SHHEEL fiRUSS HT. EET D-3) - _ _-_____---- F TOP OF PL ATE e POURED CONC. PORCH W/ STEPS TO GRADE NOTE, SEE ENTRY DETAILS SHEET 44.4 L w� ti CA wu . O z o, 4 pwz z 0� O ° ;:§w _0 i LLJ� ftLu to In s o� — ►- j LL lU - r s IL l Q Lu w in �• ,' 9 © z Zjji O > 1i h — 4 M 't tS1 FALSE CHIMNEY 1'-10 1/2" (SEE DETAILS, SHT. A4.1) NTINUOUS SHINGLE -OVER RIDGE VENT AT F CNO OPENING .RT. PL7WD, DECKING3 ---~COMPOSITION SHINGLE,$—— (TYP.) `-- P.R.T. PLYWOOD ROOF DECKING 5/4X6 FASCIA BOARD, TYP. WOOD CROWN FRIEZE W/ DENTIL MOLD, TYP, CSEE DETAIL, SHHEEL fiRUSS HT. EET D-3) - _ _-_____---- F TOP OF PL ATE e POURED CONC. PORCH W/ STEPS TO GRADE NOTE, SEE ENTRY DETAILS SHEET 44.4 L w� 1 11 1/4OH ' - S o LL O SL ._.�-'"'_...OPED PRE -CAST V ;w>� ;�6 � •'�� � , SILL, TYPICAL al oeodb- �`o` 2rrd F=LOOR Ht. TOP OF PLATE 2 � PRE CAST LINTELS (PROJECT 1/21') T - N � I — >— O o m z BRICK VENEER TYP. o O — Ist FRLooHTS ___T — _- -0—F OF PLATE CONTINUOUS PRE -CAST BELT -BAND (PROJECT II' FROM FACE OF BRICK VENEER) CONTINUOUS BRICK / SOLDIER COURSE Q (PROJECT 1/2" FROM -- I FACE OF BRICK i - VENEER) �1 TOP OF 5L 4B wo uj ----- --- uj cm GE o a 1 1 Q � O End Unit=w (2) lu I— Vw --�-•r..r...._ Ca.l� Lei! W SCALE: 1/4`1 = I'-ou __j r x U �' n ti CA 8 . O z o, 4 pwz z 0� zo ;:§w ftLu to In s o� — ►- 1 11 1/4OH ' - S o LL O SL ._.�-'"'_...OPED PRE -CAST V ;w>� ;�6 � •'�� � , SILL, TYPICAL al oeodb- �`o` 2rrd F=LOOR Ht. TOP OF PLATE 2 � PRE CAST LINTELS (PROJECT 1/21') T - N � I — >— O o m z BRICK VENEER TYP. o O — Ist FRLooHTS ___T — _- -0—F OF PLATE CONTINUOUS PRE -CAST BELT -BAND (PROJECT II' FROM FACE OF BRICK VENEER) CONTINUOUS BRICK / SOLDIER COURSE Q (PROJECT 1/2" FROM -- I FACE OF BRICK i - VENEER) �1 TOP OF 5L 4B wo uj ----- --- uj cm GE o a 1 1 Q � O End Unit=w (2) lu I— Vw --�-•r..r...._ Ca.l� Lei! W SCALE: 1/4`1 = I'-ou __j r x U �' n . 8 . L7 Second ]Floor Ehectricu,l 1KO- Ilan Opt. 275 Garden Buath 6C ALE: 1 411 = V -0-1 a o o® *i z `� � LU d t : Com!'! •� � � � = i b o �j i T�� UlL z O z � � O w� Q lu �Qa CaLi �� Tu a � UT 1P LU Uu d cla )3r <t @ Qti Riw O E � � z • J jow > n F J " Jai --t C) d • • •y z h h—W N -,z W aa� I 0 y Q >j a z 0 0 0 o o® *i z `� � LU d t : Com!'! •� � � � = i b o �j i T�� UlL z O z � � O w� Q lu �Qa CaLi �� Tu � UT W LU cla )3r <t @ Qti 0 0 0 ��y09sa$wAavra��o�ge b e o® *i `� � LU d t : Com!'! •� � � � = i b +` ?— O 0 0 0 m 0 0 0 m N ?— O O z � � O JLa , cr: � s CaLi W O E � � z • J jow > n F J " Jai --t C) d • • •y ui h h—W N -,z W I