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SLAB0 Post Office Sox &76 RE: PLAN d' od od o doodood # 4 x_i 0 24" O.G. er lorado 80433 o. o. o P' P' PP' P' P' T.O. SLAB Oo. Do. Do. o. N • � ! � � �l �l ► � I I I # 5 x� � 48 O.G. I I III (30 838-2222 phone . _ . _ . _ . _ . _ -1 I�1 X11 5� " I— II Y!c -7!s YtitiootriPi L LY L �Y L Lil .P. RE: PLAN }..t������ re- i� e-.. *..���*..r'..��.�tr*,.�.� f ` —III 1L 11 —III J v L9und uistdesl n.com .a. _ 1 6„ 1/2 EXP. JOINT # 5 x 51 0 48 o.G. a 9 T.O.F. —III 11 1111r, _ 6 O —IM - ;,I11 O ' 1 l] 11 1 1 l - - 1 1 11 u1,' - - _ - \ s 11/2" SHIM AND \ RE PLAN • • (2) # 5 CONT. RE: PLAN �\ • (2) # 5 CONT. ,,"` P L �� \ m\ NON-SHRINK GROUT \ m\ I TI 0 T.O.F. OI TOP AND BOTTOM ({) T.O.F. TOP AND BOTTOM .����••�•••+®••F/y� 'f 0 o ( 4p ID S�•® F4 P1 2• ri E FOOTING AND COLUMN - E FOOTING AND COLUMN _ \ - __A\ - — S 4./ O fn CO REFER TO FOUNDATION PLAN REFER TO FOUNDATION PLAN \ 4" 8" 4" \ \ 4" 8" 4" rt :AIL:A:SW:1: AND FOOTING SCHEDULE AND FOOTING SCHEDULE / / / / / / / x A '/ / / 11-i{" 11_411 +��/:/ T / / / (/„Id . ,..„ Air I Foundation DetaiI - Foundation DetaiI 3 Foundation DetaiI 4 Foundation Detai1 ! /U 53.1 3/4"=1'-0" 53.1 3/4"=1'-0" 53.1 3/4"=1'-0" 53.1 3/4"=1'-0" � � (2) # RS 5BAWALL BLOGKOUT �2�#5 BARS � CONT. 2x TREATED � CONT. 2x TREATED FOR SLAB POUR 2x4 0 16" o.G. PLATES WITH 1/2" DIA. 2x4 0 16" o.G. PLATES WITH 1/2" DIA. I - STUD WALL ANCHOR BOLTS STUD WALL ANCHOR BOLTS 1/2" APA RATED CONT. 2x6 TREATED 2•_611 (2) # 5 BARS 21_611 32" o.G. (MAX.) 0 32" O.G. (MAX.) SHEATHING ,Z77,' PLATE WITH 1/2" DIA. / / / I/2" EXP. JOINT (TYP.) 2x6 ® I6" o.G. 1/2" EXP. JOINT (TYP.) STUDWALL -//(.7-- /f ANCHOR BOLTS (MIN.) n (MIN.) 2x6 I6 o.G. ..-2x6 ® I6" o.G. -//(.7-- 0 48" o.G. (MAX.) V STUD WALL STUD WALL GONGRETE SLAB GONGRETE SLAB ON SUBGRADE (TYP.) ON SUBGRADE (TYP.) STONE VENEER - //, 3/4" GOVT. CHAMFER CONCRETE SLAB (RE: ARCH.) / D ON SUBGRADE - - r l CONCRETE SLAB P-I v RE: PLAN `-` ON SUBGRADE RE: PLAN J PA CN aP RE: PLAN � - RE: PLAN „ RE: PLAN � RE: PLAN CCS vir T.O.W. K • • T.O. SLAB T.O.W. : • • T.O. SLAB T.O.W. \ • • T.O. SLAB - P'l � � 0 � � O O O `_ �' O O O `_ �' O O O RE: PLAN dJ �o..c�o.60 ob..ob..ob �� � � 1 -411441:4 _•X -�•X i! 00.:00.:.�0 c, C)::off boo oO::oO —I —I T.O. SLAB 1- I '�' ' \ \ _ —_ I —_ I _ 1-1�111 11 �=1�1 11�-1rI 1 =1 4�otio � — — �\ 1-111— =1 —III 111-111 bap 111/ -I� g oO oO -III- 1 (�) �I—I�1 1� I� RE: PLAN e‘ :g1 0 III—I P p EXT. PAVING • • 1 11-1 11 RE: ARCH. 21-0" T.O. SLABI �✓ Ct L 4 x 4 x 3/8 CONT. � O ;p ;p ;p (1) II II III II II v'�o v�o v�� O WITH 5/8 DIA. x 6 1/2 EXP. JOINT # 4 x-� 0 24 o.G. o.P...o.P...o... - - EXP. BOLTS 0 36" o.G. N go.,.go.,.98 (COVER WITH MASTIC # 5 x e_ 0 48" o.G. =1 # 5 x u 0 48" 0.G. � � N U 1/2" EXP. JOINT I 8" _wail1 1 11 8" ^ � a--+ .--i PROTECTANT) # 5 x51 L 48" o.G. * 5 x 5 L 48" o.G. r--�I 0 „� >� = 611 - 611 - = O _ '� N (2) # 5 CONT. N (2) # 5 CONT. N (2) # 5 CONT. N (2) # 5 GOVT. 4:41 `+-1 ($) RE: PLAN � ' OTOP AND BOTTOM 0 RE: PLAN r' O TOP AND BOTTOM 0 RE: PLAN �' O TOP AND BOTTOM RE: PLAN r' O TOP AND BOTTOM 0 T.O.F. T.O.F. I T.O.F. T.O.F. ct - — � -- \ m co\ \ \ 1. \ - T \ .. � - 4" 8" 4" 4" 8" 4" 4" I I" 4" 4" I I" 4" �10 / / / / / / / / / / / / / / 11 / / 1 I-4II 1I-4II 1I-7II 1I-i" / / / / / / / / cii CO �3Foundation DetaiI re-2Foundation Detail r-Ti Foundation DetaiI �8Foundation DetaiIcim Z 00cl 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 53.1 53.1 53.1 53.1 jCZZZZLLAZZZLZZLL E. ® RE: PLAN N Yi`cl1* T.O.W. �\ -' 11l 111- 1 • • L II III L - 2'-0" # 4xI co 16" o.c. STONE VENEER —..---Mfl % TIMBER COLUMN \ N RE: ARCH. RE: PLAN # 5 0 16" o.G. 1 STONE VENEER CONT. 2x TREATED EACH WAY (RE: ARCH.) Date • 08/29/2014 2x4 ® I6" o.G. PLATES WITH 1/2" DIA. SIMPSON ABUIOIOZ \ / STUD WALL ANCHOR BOLTS d CONCRETE SLAB \\\ SDG Project No. • 14-050 0 32 o.G. (MAX.) III ON SUBGRADE 2x6 ® I6" o.G. - I/2" EXP. JOINT (TYP.) j �� Drawn By • SDG STUD WALL FIELD RE: PLAN L 4 x 4 x 3/8 CONT. Y - - •�•�'���•�••���� - 11 Checked B JDS CONCRETE SLAB 1 _ - ---- -1117,11 ' VERIFY T.O. SLAB # p WITH 3/4 DIA. x 6 ON SUBGRADE (NP.) 111 6 x_+ l 0 12 o.G. III _ EXP. BOLTS 36 o.G. w ,, .•4<Yy7. 12►' 111 ` I- (GONER WITH MASTIC 4 4 0 RE. PLAN \ -I � • � �- �- 3'-10" PROTECTANT) �► RE: PLAN N0 / / / / T.O.W. ,__\ \ • • Issue Q1111 1I I Date • 1 08/27/14 • Progress Set I �\ _ RE: PLAN O 1 1 1 I I I 1 .. 2'-011 T.O.W. \ . T.O. SLAB - - -1 - - (3) # 4 TIES _ �9oo�goo�goo oobooboob O RE: PLAN O • # 5 @ 12" o.G. 08/29/14 • Construction # 4x_1 24" o.G. 1 y2"7/ • oo;�o.:.00 o�,:oo :oo: 1 j / / N 1� ISI X11 1�1 � m • Iy2 J (2) # 5 GOVT. Ill-II-111111 - - 1=1 # 5 x51 0 45" o.G. # 11 z / ' (4) 5 x 5LDOELS -I TOP AND BOTTOM 811 � # 5 x 5I ® 48" o.G. • 8" 1L - - - - 611 N (6) # 5 CONT. (2) # 5 CONT. _ N (2) # 5 CONT. ,�},� RE: PLAN (�\ 0 • RE: PLAN r• 0 RE: PLAN �\ • �I (� \ �\ TOP AND BOTTOM O 0 TOP AND BOTTOM T T.O.F. \ s • T.O.F. 3--.. `: T.O.F. _ '1) _\ - \ \ m\ O -� _ - -! = \ O • • Title Fo • undation Details m\ - - PIER, FOOTING \ m\ \ 11)\ 4" II" 4" AND COLUMN 4" 8" 4" 2'-0" 8" 31-4" / / / / REFER TO FOUNDATION / / / / / / / / I1_T' PLAN AND FOOTING SCHEDULE 1'-4" 5'-0" / / < / / / / / rcN Foundation Detail to Foundation Detail I Foundation Detail 12 Foundation Detail S3 • 1 53,13/411_ 111IIIIII111 -1 -0 53.1 3/4"=1 -0 53.1 3/4"=1 -0 53.1 3/4"=1 -0