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Home My WebLink About0299.95.6gas= Ilt�'InlllNi�itlilt�_ _ loons I min MEN MEN IIIIUIIIIIIIIIIIIP111111111111-W IIIIIIIIp111111111 �; • II��IUI��II�II�II�al11U�� ® ' � a°��i ter✓ � � � � � ►, � � =L _ ��5�- -- -- - -- �� • 9 — �11l 1111111111111111111- _ -_ -__ Illlllliii�:!l IIIIIIIIIIIIIiII11111Hlllll1111�■ , ; =-' __ - ;;� =; � I I i• �- -- ■ s 1_� 11 I ttttttttt�ltttt_ � ■ � ' I' I I � �i �I � �: �■ --- - - - - -- _ tttttttttltttt�tttttt� • -- - - - -- - -- � �; � � �>_ - - •• • • � �� -�� ■��r ■��;. Tit_ - • ' � s a oil ♦ ♦ dr 20 f- V 5 16 3 1 1 OPEN TO BELOtr✓ �T �3i�1�;?OOM *2 �� T M T '1/l? R00m °�' �'` I I `fl! 0 CCAT�EDRA� GEILJNG) m� 0 I 1 0� 1 I -I I 8' 6' -9' '2' 8' In UN 141�14T i� 10 RIDGE A d's, CATL4EDRAL 12 1 I GEIL NG 0� I I - — p n1/ BI, 1 I TYPiCAL WALL 1 '� 4' GONG. SLAB ON I 1 (1 j i I 12 I 12 - 6 - - - -- I I 1-11L VAPOR BARRIER ON AT G4 ! 1 110 '.1 ' nl 5 �- - I : 5 �- 1 i B" SOl.lb GAt 1. 4' GRAVEL BASE - I I I I cv 12 j C'b) GOt1ti$ I u 111 l -`'P. FND. „I,'AL- I _ 1 F O NI f A' GARAGE AT 91RICK VENEWR: 8” GMU t�Ot„IF't' cqp ,� oN t2 c.�+t•LL I I I 1 1 ttD I Olt (1) COURSES 10 effi l OII 1110" l L-------------------- - - -- -- --------------------- - - - - -4 1 L---------------------- - - - - -- ----------------------- - - - -+J I I t 5 -9' 51-9' %• 3 -4' %' 3 -4'�2 6 6' Ir 3 Q 52' -' I PARTIAL 65CONDFLOOR PLAN AL"i r=Lrm\/,4mr ION IICII w i p1.0 t y�R t $11 V2 CbL. T O x 10' K IA Flhi. WR GOr� -4'A" A -fit DINI TO Al ��t _ tDll PE4t:IM• 1�Nfl f 1 GENIRUL NOTIEB -ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS SHALL BE FULLY COORDINATED BY THE CONTRACTOR TO VERIFY ALL DIMENSIONS, ' SLOPES, DRAINS, OUTLETS, RECESSES, BOLT SETTINGS, SLEEVES, ETC., ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO ROUGH FRAMING. - ALL EXT. WALLS SHALL BE 2x6 STUDS AT 16' O.G. MAX. UNLESS NOTED OTHERWISE - ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16' O.C. MAX. UNLESS NOTED OTHERWISE. - ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED - ALL EXTERIOR DECK LUMBER SHALL BE PRE55URE TREATED_ - WHERE DRAWINGS ARE IN CONFLICT WITH OTHER DRAWINGS, CONTRACTOR SHALL NOTIFY THE ARCHITECT. -- 4"'$R tCK VENEER —SW INSULATE" 614EA-W fl LA$ Will TO 7 x0 x 10��5 AT 2 moo• G- 91• I AS' XF F A'r IV O G' 2�5 to . �1e��wt,1►ss V NAIL _5>I li�tal..�b Oli #16 FTLT �7 2�X � p1.A�T116 v �� ►O�_i ►��i� ��.►��! � � •� ��i L' ��'�� '� �� 1/0! � ..� � � .A1 �� _��I�:1�� r. ►�� :� �� .�� s ��i •. •!ten+• �x r . _+ __ - . •r• -�� _ .� tttttttttt� 4" 2' -1" 1/b' -3' 21 -T' 4 6 - 14 -0 411 �I1311 n PART I AL P /BSMt. PLAN ^` LINE o�� _ L I PING ROOM T T T 1 FLf2 CPT. y� V.T. I I I LOW 'WALL W1 �c — 6 9, 1 t LV CAP 36' 311/2' 0 211 -i 10' -112 11 AF.F 12 -8' r , rt_ PEGBOARD �- -- - - - - -- ----- - - - - -- 1 ZI � 2 -C� R i w I i o d9f I c'), (� IL 0 -� •n n ;� I I 4' GONG. SLAB ON I d) N 30 -`� O ` n SLAB 6 MIL VAPOR BARRIER ON J 47 STOP 4' GRAVEL BASE 4 m - SLAB ON m (� I i COMP. FILL_ pO p in T WRAPPED W /lx RIM - - --- - - - - - -- -- - - -- i ITYPICAI-) -- 'E -- -- - - -- - i cv n Q 4 X Psl 3 -8' 3' -0' i I 3 - O'WX4'D II I v 1 EXT. CONG- WALK 1 ON 4' MIN. GRAN. i 5D 45- ! FILL I D -2 i 4' EXT. GONG IDROVE ON I I 1 I 4' MIN. GRAN. SILL I ! ! I I I I I I I I � I I 10' -8' 10' -8' 5' -5' %' r' 031x2' 3' -4Vi' 3' -41,2• b•_�I,2• IT IT IT IS' -311/2' 11'411/2' 6' -9' 13' -3' 21' -4' 0 FAR F I R57 FLOOR FLAN 52' - �' • 40 ALT. EL9\/ATION IICII - ALT. E "O" i I TYPICAL FND. WALL T1 AT GARAGE - -- 8" t�U- SCuD CA� at. 12'x '2./211 I TRENO! -1 FOCTINi - 20' -1' I I I I Z! 1 b 4' GONG. SLAB ON I a 6 MIL VAPOR BARRIER ON 0 4' GRAVEL BASE I I ! 12 M e eel 4' � I I in I 4' 2 -�' � I6' -3' 4' 4' t E1.�1rAT I Ot�l I«�'NOt�g I TYPICAL FND. WALL 1 I ' 1 3Z CONCRETE 10 I THERMAL AND MOISTURE PROTECTION I 3.' CONCRETE PATIO T.' FIBERGLASS 5"INGLES I 32 CONCRETE STEPS 7.2 CRICKET 33 SI IU WALL 7.3 METAL FLA5NING CONT. TRENCH FOOTIW_% 3.4 CONCRETE F007NG T.4 S-EP FLA51-IING I 35 CONCRETE WA5Li T5 COPPER ROOF I 1 I 1 � ' iv 4.0 "A5ONR` 100_�CIA�T E5 - - -- - - - -- 4.1 BRICK VENEER: RUNNING BOND 1m.' CONT. RIDGE VEN` 4.2 BRICK VENEER: ROW'_OCK COURSE 102 24' DIA. VENT __j. 'L dAGK oN 4.3 BRICK VENEER: 50LD�ER COURSE 103 12' x 30' VEN- - - - -- 10.4 °RE -F45 "''E -AL C!- ANNE`' - ERMINAT'ON - 6_0 WOODS AND PLASTICS I 1 1 m I I 6.' WOOD FASCIA BOARD: 'x6 ' I 62 WOOD FRIEZE BOARD 'x4 I 6:3 JOOD RAKE BOARD: 'x6 - - -- - - - - -- -- - - - --- - -- - -- I 6.4 WOOD SUB -RAKE BOARD: Ix4 PIT GARAGE 12' 65 WOOD TRIM: 1 x 4 bb WOOD TRIM: I x 6 It r"- WOOD CORNER TRIM: x 4 68 6x6 WOOD P05- WRAPPED W /lx -RIM � • 2 � 1 b.g 8' DIA. WOOD COLUMN;` � v 6.10 ;,JCOD GtAARD RAIL SK f° it 6.1' WOOD BF-cAGKET - -- -- - - - -- - - - - -- - - -- `t _ - -- 6.12 �40R!ZON -4L 511)!NG IS' x 60' WOOD SHUT'ER• ! 6.44 x2 JOOD 5H!NGLES `"O_D 6.15 VERTICAL PLC WOOD S D!NG a ! 3 1 1 OPEN TO BELOtr✓ �T �3i�1�;?OOM *2 �� T M T '1/l? R00m °�' �'` I I `fl! 0 CCAT�EDRA� GEILJNG) m� 0 I 1 0� 1 I -I I 8' 6' -9' '2' 8' In UN 141�14T i� 10 RIDGE A d's, CATL4EDRAL 12 1 I GEIL NG 0� I I - — p n1/ BI, 1 I TYPiCAL WALL 1 '� 4' GONG. SLAB ON I 1 (1 j i I 12 I 12 - 6 - - - -- I I 1-11L VAPOR BARRIER ON AT G4 ! 1 110 '.1 ' nl 5 �- - I : 5 �- 1 i B" SOl.lb GAt 1. 4' GRAVEL BASE - I I I I cv 12 j C'b) GOt1ti$ I u 111 l -`'P. FND. „I,'AL- I _ 1 F O NI f A' GARAGE AT 91RICK VENEWR: 8” GMU t�Ot„IF't' cqp ,� oN t2 c.�+t•LL I I I 1 1 ttD I Olt (1) COURSES 10 effi l OII 1110" l L-------------------- - - -- -- --------------------- - - - - -4 1 L---------------------- - - - - -- ----------------------- - - - -+J I I t 5 -9' 51-9' %• 3 -4' %' 3 -4'�2 6 6' Ir 3 Q 52' -' I PARTIAL 65CONDFLOOR PLAN AL"i r=Lrm\/,4mr ION IICII w i p1.0 t y�R t $11 V2 CbL. T O x 10' K IA Flhi. WR GOr� -4'A" A -fit DINI TO Al ��t _ tDll PE4t:IM• 1�Nfl f 1 GENIRUL NOTIEB -ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS SHALL BE FULLY COORDINATED BY THE CONTRACTOR TO VERIFY ALL DIMENSIONS, ' SLOPES, DRAINS, OUTLETS, RECESSES, BOLT SETTINGS, SLEEVES, ETC., ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO ROUGH FRAMING. - ALL EXT. WALLS SHALL BE 2x6 STUDS AT 16' O.G. MAX. UNLESS NOTED OTHERWISE - ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16' O.C. MAX. UNLESS NOTED OTHERWISE. - ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED - ALL EXTERIOR DECK LUMBER SHALL BE PRE55URE TREATED_ - WHERE DRAWINGS ARE IN CONFLICT WITH OTHER DRAWINGS, CONTRACTOR SHALL NOTIFY THE ARCHITECT. -- 4"'$R tCK VENEER —SW INSULATE" 614EA-W fl LA$ Will TO 7 x0 x 10��5 AT 2 moo• G- 91• I AS' XF F A'r IV O G' 2�5 to . �1e��wt,1►ss V NAIL _5>I li�tal..�b Oli #16 FTLT �7 2�X � p1.A�T116 v �� ►O�_i ►��i� ��.►��! � � •� ��i L' ��'�� '� �� 1/0! � ..� � � .A1 �� _��I�:1�� r. ►�� :� �� .�� s ��i •. •!ten+• �x r . _+ __ - . •r• -�� _ .� tttttttttt� 4" 2' -1" 1/b' -3' 21 -T' 4 6 - 14 -0 411 �I1311 n PART I AL P /BSMt. PLAN ^` LINE o�� _ L I PING ROOM T T T 1 FLf2 CPT. y� V.T. I I I LOW 'WALL W1 �c — 6 9, 1 t LV CAP 36' 311/2' 0 211 -i 10' -112 11 AF.F 12 -8' r , rt_ PEGBOARD �- -- - - - - -- ----- - - - - -- 1 ZI � 2 -C� R i w I i o d9f I c'), (� IL 0 -� •n n ;� I I 4' GONG. SLAB ON I d) N 30 -`� O ` n SLAB 6 MIL VAPOR BARRIER ON J 47 STOP 4' GRAVEL BASE 4 m - SLAB ON m (� I i COMP. FILL_ pO p in T WRAPPED W /lx RIM - - --- - - - - - -- -- - - -- i ITYPICAI-) -- 'E -- -- - - -- - i cv n Q 4 X Psl 3 -8' 3' -0' i I 3 - O'WX4'D II I v 1 EXT. CONG- WALK 1 ON 4' MIN. GRAN. i 5D 45- ! FILL I D -2 i 4' EXT. GONG IDROVE ON I I 1 I 4' MIN. GRAN. SILL I ! ! I I I I I I I I � I I 10' -8' 10' -8' 5' -5' %' r' 031x2' 3' -4Vi' 3' -41,2• b•_�I,2• IT IT IT IS' -311/2' 11'411/2' 6' -9' 13' -3' 21' -4' 0 FAR F I R57 FLOOR FLAN 52' - �' • 40 ALT. EL9\/ATION IICII - ALT. E "O" i I TYPICAL FND. WALL T1 AT GARAGE - -- 8" t�U- SCuD CA� at. 12'x '2./211 I TRENO! -1 FOCTINi - 20' -1' I I I I Z! 1 b 4' GONG. SLAB ON I a 6 MIL VAPOR BARRIER ON 0 4' GRAVEL BASE I I ! 12 M e eel 4' � I I in I 4' 2 -�' � I6' -3' 4' 4' i I I 4' 4. PARTIAL FND. /SLAB PLAN 'ALT. ELEVATION "C" 181-11, 121-0. - BIB +4 4' '4' 4' 1101 EN , •z a ! 9 ��00e •foal z y E h M Wh E"1 C Will CHll P.M. :GEORGE J. 20 P.A. : JAMES S. C PROJECT N0.:20- Z us Ld O , r I s � O 30 Z (t I I 91 40 6241111111 t TYPICAL FND. WALL 1 I ' 1 I 8• 'L' BLOCK ON I I 1 1 v-il 3' -0' �1� 8' CMU ON 12'x24' 46 I i I CONT. TRENCH FOOTIW_% 1 INDICATES I I BOLTS T`r'P. FND. WAI.t. I 1 I 1 I 1 � ' iv STUD WALL I - - -- - - - -- - - -- 1/K INW�. ABOVE I - - - - -- - - - - -- 1 , __j. 'L dAGK oN �- I (T�'r ICAV I - - - -- - I I 1 1 m I I CONT. CONC. FTG. ' 18iA1CK WALV - - -- - - - - -- -- - - - --- - -- - -- I � t- �------ -- - - -- PIT GARAGE 12' so It C.M.i1 ON V. 24'I j � • 2 � 1 � v SK If SLAB ON , - -- -- - - - -- - - - - -- - - -- `t _ - -- COMPACTED FILL. i I I 4' 4. PARTIAL FND. /SLAB PLAN 'ALT. ELEVATION "C" 181-11, 121-0. - BIB +4 4' '4' 4' 1101 EN , •z a ! 9 ��00e •foal z y E h M Wh E"1 C Will CHll P.M. :GEORGE J. 20 P.A. : JAMES S. C PROJECT N0.:20- Z us Ld O , r I s � O 30 Z (t I I 91 40 6241111111