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HomeMy WebLinkAbout144Co J B Co ¢� W > LL, In w Ja a J U w cn o w faa L7 J m U f- rL a Z C3 Z U- 0 mow . X 10- uo I9 -LLW 'T W U J r LnF- m w oJa / a- z r// U m In uT o ¢¢ a a¢ U 00 / zZ faa ma(nLn (n N T9 U U / a ¢ Baa Y Ln N IV YY ,-j�xx mxx N / / (!1\ J J W CAxw J Z W > m �l . a a o� fYOOZ � Wc,aW r Z O J (n J EL 7) [L 12' WIDE CONCRETE BLOCK WALL E FOOTING FOR A5515TEP LIVING BUILDING DESIGNED BY OTHERS. /JkTOP OF FOOTING EL. - 99-4 TYPICAL. r « r • •• pm too on III.1 PA 0 APA►�� i •' • q WALL FOOTING DETAIL SEE DETAIL 4 OR 5/5T400 A5 INDICATED ON PLANS FOR BLOCK WALL 8 FOOTING INFORMATION. I -ADAIV LIMESTONE EXTERIOR. i I I i 8' WIDE BLOCK GROUTED SOLID.- 4' OLID.-4' WIDE 5OLID BLOCK HALF COURSE. TOP OF FOOTING EL. - 98-0 (2) - #5 BARS CONTINUOUS. TYPICAL 3000 P51 POURED CONCRETE FOOTING. WALL FOOTING DETAIL i i I STEEL PIPE COLUMN ! SEE FRAMING PLANS FOR SIZE. i TOP OF SLAB OL I c - ---------- --------- EL. - 100-0 > Q 00 O �.Q O C O 0 0 O 0 00 0 0( \O OO X00 O OO OOOO� o --T 7i X00°�O,000o�°b000°OoOroO )° o 4I 7 5/8 0�� 00 (4) - 3/4'm x 17 LONG ANCHOR BOLTS. - - } - - I' x 12"x I'-0' BEARING IQ. 1-3 5/8 167 x 16- BLOCK. I 1/4' x 17 x I•-0' SETTING 1t. TOP OF FOOTINIGOIL 3/4' NON-5ERINK GROUT. EL. - 98-0 D v � 4 4 3000 PSI CONCRETE FOOTING W/ (3) - #5 BAR5 EACH WAY. • • • 3 �- 3-0 COLUMN FOOTING DETAIL IT400 TYPICAL 2x6 EXTERIOR STUD WALL. SEE STUD WALL SCHEDULE ON SHEET 5T100. TYPICAL 2xb P.P.T. BASE ItANCHOR TO GROUTED CELLS OF BLOCK FR05T WALL W/ 1/2'm EXPAN51ON BOLTS @ 32'o.c. (3 1/2' MINIMUM CONCRETE EMBEDMENT). TYPICAL 4' THICK, 3000 P51 CONCRETE SLAB W/ 6x6 - W I AxW I A W.W.F. OR SYNTHETIC FIBERS. TOP OF SLAB OL ci EL. - 100-0 PROVIDE 10 MIL. VAPOR BARRIER ON TOP OF 6" MINIMUM COMPACTED GRANULAR DRAINAGE FILL. CONTINUOUS BOND BEAM GROUTED SOLID. 17 WIDE CONCRETE BLOCK FOUNDATION / FROST WALL. TYPICAL 2x INTERIOR BEARING WALL. SEE STUD WALL SCHEDULE ON SHEET 5T 100. ANCHOR P.P.T. BOTTOM TO 5LAB W/ (1) - 0.15Tm POWDER -ACTUATED FASTENER @ 16'o.c. MAX. TOP OF 5LA5 EL. - 100-0 -------------Do ------d---- -tlU -677c( -ZI d �� �Q�jv TOP OF FOOTING O°�UU�OO°"`� O� ° o �� p a EL. ■ 99-4 TYPICAL. (2) - #5 BARS CONTINUOUS. ° o _ NOTE: THICKENED SLAB TO BE POURED ON �o� • • COMPACTED GRANULAR FILL: GENERAL a CONTRACTOR TO COORDINATE. ° 1-0 1-6 @ IOA THICKENED 5LAb DETAIL SEE DETAIL 4 OR 5/5T400 A5 INDICATED ON PLANS FOR BLOCK WALL t FOOTING I' - I' INFORMATION. SEE A5515TED LIVING SHEETS FOR BLOCK WALL E FOOTING INFORMATION WHERE NO ADDITIONAL DETAIL 15 KEYED IN ON PLAN. TYPICAL 8' WIDE BLOCK FROST WALL. 57 STANDARD PIPE COLUMN. _ _ _ _ _ _ 17 x 17 COLUMN BA5E 1E. 9 , I T I ' r n I 4 4 ! 16- x 16- BLOCK GROUTED SOLID @ FOOTING TO ENCLOSE 12' x 17 COLUMN BASE it. DUMP -OUT FOUNDATION DETAIL MAY BE ROTATED ON PLAN. I' • I' (4) - 3/4-0 x 12' LONG ANCHOR. STEEL PIPE COLD c� SEE FRAMING PLANS FOR SIZE. D D CID I' x 17 x 1'-0' BEARING It. � bxb- WIAxWIAW.WF. CONTINUOUS THRU D 1/4' x 12" x I'-0- SETTING IQ. D 5LAB @ COLUMN. U TOP OF SLAB 3/4' NON-5HRINK GROUT. EL. - 100-0 ----------------- - -a - - --T----c --- - - a TOP OF FOOTING q WALL FOOTING DETAIL SEE DETAIL 4 OR 5/5T400 A5 INDICATED ON PLANS FOR BLOCK WALL 8 FOOTING INFORMATION. I -ADAIV LIMESTONE EXTERIOR. i I I i 8' WIDE BLOCK GROUTED SOLID.- 4' OLID.-4' WIDE 5OLID BLOCK HALF COURSE. TOP OF FOOTING EL. - 98-0 (2) - #5 BARS CONTINUOUS. TYPICAL 3000 P51 POURED CONCRETE FOOTING. WALL FOOTING DETAIL i i I STEEL PIPE COLUMN ! SEE FRAMING PLANS FOR SIZE. i TOP OF SLAB OL I c - ---------- --------- EL. - 100-0 > Q 00 O �.Q O C O 0 0 O 0 00 0 0( \O OO X00 O OO OOOO� o --T 7i X00°�O,000o�°b000°OoOroO )° o 4I 7 5/8 0�� 00 (4) - 3/4'm x 17 LONG ANCHOR BOLTS. - - } - - I' x 12"x I'-0' BEARING IQ. 1-3 5/8 167 x 16- BLOCK. I 1/4' x 17 x I•-0' SETTING 1t. TOP OF FOOTINIGOIL 3/4' NON-5ERINK GROUT. EL. - 98-0 D v � 4 4 3000 PSI CONCRETE FOOTING W/ (3) - #5 BAR5 EACH WAY. • • • 3 �- 3-0 COLUMN FOOTING DETAIL IT400 TYPICAL 2x6 EXTERIOR STUD WALL. SEE STUD WALL SCHEDULE ON SHEET 5T100. TYPICAL 2xb P.P.T. BASE ItANCHOR TO GROUTED CELLS OF BLOCK FR05T WALL W/ 1/2'm EXPAN51ON BOLTS @ 32'o.c. (3 1/2' MINIMUM CONCRETE EMBEDMENT). TYPICAL 4' THICK, 3000 P51 CONCRETE SLAB W/ 6x6 - W I AxW I A W.W.F. OR SYNTHETIC FIBERS. TOP OF SLAB OL ci EL. - 100-0 PROVIDE 10 MIL. VAPOR BARRIER ON TOP OF 6" MINIMUM COMPACTED GRANULAR DRAINAGE FILL. CONTINUOUS BOND BEAM GROUTED SOLID. 17 WIDE CONCRETE BLOCK FOUNDATION / FROST WALL. TYPICAL 2x INTERIOR BEARING WALL. SEE STUD WALL SCHEDULE ON SHEET 5T 100. ANCHOR P.P.T. BOTTOM TO 5LAB W/ (1) - 0.15Tm POWDER -ACTUATED FASTENER @ 16'o.c. MAX. TOP OF 5LA5 EL. - 100-0 -------------Do ------d---- -tlU -677c( -ZI d �� �Q�jv TOP OF FOOTING O°�UU�OO°"`� O� ° o �� p a EL. ■ 99-4 TYPICAL. (2) - #5 BARS CONTINUOUS. ° o _ NOTE: THICKENED SLAB TO BE POURED ON �o� • • COMPACTED GRANULAR FILL: GENERAL a CONTRACTOR TO COORDINATE. ° 1-0 1-6 @ IOA THICKENED 5LAb DETAIL SEE DETAIL 4 OR 5/5T400 A5 INDICATED ON PLANS FOR BLOCK WALL t FOOTING I' - I' INFORMATION. SEE A5515TED LIVING SHEETS FOR BLOCK WALL E FOOTING INFORMATION WHERE NO ADDITIONAL DETAIL 15 KEYED IN ON PLAN. TYPICAL 8' WIDE BLOCK FROST WALL. 57 STANDARD PIPE COLUMN. _ _ _ _ _ _ 17 x 17 COLUMN BA5E 1E. 9 , I T I ' r n I 4 4 ! 16- x 16- BLOCK GROUTED SOLID @ FOOTING TO ENCLOSE 12' x 17 COLUMN BASE it. DUMP -OUT FOUNDATION DETAIL MAY BE ROTATED ON PLAN. I' • I' (4) - 3/4-0 x 12' LONG ANCHOR. STEEL PIPE COLD c� SEE FRAMING PLANS FOR SIZE. ct� I' x 17 x 1'-0' BEARING It. 4' CONCRETE SLAB w/ bxb- WIAxWIAW.WF. CONTINUOUS THRU 1/4' x 12" x I'-0- SETTING IQ. ENTIRE SLAB: THICKEN 5LAB @ COLUMN. U TOP OF SLAB 3/4' NON-5HRINK GROUT. EL. - 100-0 ----------------- - -a - - --T----c --- - - TOP OF FOOTING 4-jU EL. - 99-4 m C: O U � � s � U D SEE 5CHE.DU.ES FOR 3 REINFORCING. SEE FOOTING 50-EDU.E COLUMN FOOTING DETAIL r-7 8 gw % �dw 111 6 TOP OF FOOTING EL. - 99-4 TYPICAL.D . a 3000 PIN CONCRETE FOOTING d W/ (2) - #5 BARS CONTINUOUS. • d HALL FOOTING DETAIL FILL WALL @ 24-o c. W/ 3000 PSI GROUT F (1) - 05 VERTICAL BAR. A, - TYPICAL CONCRETE BLOCK FOUNDATION WALL. I10 DOWEL ALL BARS INTO FOOTING W/ STANDARD HOOK: SAME 51ZE BARS E SPACING. ola Co D q REEREILI• 3� NOTE: TOP OF FOOTING ELEVATION - 97-4 AT EXTERIOR BLOCK GENERATOR E I' - 1• TRASH ENCL05URE WALLS. o FILL WALL @ 46o c. W/ 3000 PSI GROUT F (1) - #5 VERTICAL BAR. nd TYPICAL CONCRETE BLOCK FOUNDATION WALL. Pd) wC 8 8 ► DOWEL ALL BARS INTO FOOTING W/ STANDARD TOP OF FOOTING HOOK: 5AME 51ZE BARS E SPACING. EL. - 99-4 TYPICAL. D G 3000 P51 CONCRETE FOOTING W/ D o W/ (2) - #5 BAR5 CONTINUOUS. • d • 3 �. 2-0 WALL FOOTING DETAIL NOTE: TOP OF FOOTING ELEVATION - 98-0 AT EXTERIOR BLOCK WALLS. PROVIDE I' - I' I-3 DEEP FOOTINGS W/ (2) - #6 BARS CONTINUOUS. ►-% " 2x8 5PF STUD GRADE 5TUD5 @ 16o.c. MAX. TYPICAL AT i COMMON5 CLERESTORIES. I i I i TYPICAL 2x6 PP.T. BASE ItANCHOR TO GROUTED CELLS OF BLOCK FROST WALL W/ 1/70 EXPAN51ON BOLTS @ 32'o.c. i (3 1/2' MINIMUM CONCRETE EMBEDMENT). 4000 P51 CONCRETE STOOP. 4 i TYPICAL 4' THICK, 3000 PSI CONCRETE 5LAB W/ SLOPE AWAY FROM BUILDING. 6x6 - W 1.4xW I A W.W.F. OR SYNTHETIC FIBERS. q`�l TOP OF 5LAB - q EL. - 100-0 ° Q ° o 17 WIDE BLOCK GROUTED SOLID. d a D O o O o °o°°OoOQ� ° o v - o P20VIDE 10 RR MIL. VAPOR BARRIER ON TOP OF 6" a MINIMUM COMPACTED GRANULAR DRAINAGE FILL. 6' 1-0 CONTINUOUS BOND BEAM GROUTED SOLID. D v TYPICAL 87 WIDE CONCRETE BLOCK TOP OF FOOTING FOUNDATION / FR05T WALL. EL. - 98-0 D a TYPICAL 3000 P51 POURED CONCRETE FOOTING. © D Q Q I (2) - #5 BARS CONTINUOUS. d D • D • Q 3 �- 2-0 WALL FOOTING DETAIL ��oo 2x8 EXTERIOR STUD WALLS ARE TYPICAL FOR TALL WALLS AT COMMONS I' • I' CLERESTORIES. GENERAL NOTES= TYPICAL @ ALL BLOCK WALLS: PROVIDE 9 GAGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT @ 16o.c. EVERY OTHER COURSE). SEE ARCHITECTURAL DRAWINGS FOR FLASHING, WATER PROOFING, INSULATION E OTHER 5" DETAILS. v 2x8 SPF STUD GRADE 5TUD5 @ 16'o c. MAX. TYPICAL AT i COMMONS CLERESTORIES. i TYPICAL 2x6 P.P.T. BASE ItANCHOR TO GROUTED CELLS OF BLOCK FROST WALL W/ 1/7m EXPANSION BOLTS @ 37o c. i (3 1/2' MINIMUM CONCRETE EMBEDMENT). I TYPICAL 4' THICK, 3000 PSI CONCRETE SLAB W/ bxb - W l AxW I A W.W.F. OR SYNTHETIC FIBERS. i TOP OF SLAB j1 LEL. - 100-0 8- WIDE BLOCK GROUTED SOLID. - - - p - - - - - - - - --- O Q D ° ° OHO O ° O°Oo°�00 o O °o 0v0° 7 7 PROVIDE 10 MIL. VAPOR BARRIER ON TOP OF 6' MINIMUM COMPACTED GRANULAR DRAINAGE FILL. 8 8 CONTINUOUS BOND BEAM GROUTED SOLID. TYPICAL B' WIDE CONCRETE BLOCK TOP OF FOOTINGS FOUNDATION / FR05T WALL. EL. - 98-0 D (2) - #6 BARS CONTINUOUS.— TYPICAL ONTINIUOUS. TYPICAL 3000 P51 POURED d `n CONCRETE FOOTING. .3 (- 2-0 WALL FOOTING DETAIL TYPICAL AT 2x8 EXTERIOR STUD WALLS (TALL WALLS AT COMMONS CLERE5TORIE9. I" - I' I I I i I i i I 1 I i I i i TYPICAL 2x INTERIOR BEARING WALL. SEE STUD WALL ! SCHEDULE ON SHEET 5T 100. ! TYPICAL THICKENED 5LAB TO BE CENTERED ON STUD WALL. bxb - W 1.4 x W l .4 W.W.F. CONTINUOUS ! THRU ENTIRE SLAB (OR SYNTHETIC FIBERS). I ANCHOR P.P.T. BOTTOM TO SLAB i W/ (1) - 0.15Tm POWDER -ACTUATED FASTENER @ 16-o c. MAX. TOP OF SLAB EL. -100-0. ---------- ----- - - - _ 0 --------------------------- 0 - -------------- - - --- 0 o ° 0. °° on o� C � (2) - 05 BARS CONTINUOUS. O o O o O ° o C f NOTE: THICKENED SLAB TO BE POURED ON 1-0 COMPACTED GRANULAR FILL: GENERAL CONTRACTOR TO COORDINATE. 1-6 @ 2A 2-0 @ 2B THICKENED 5LAb DETAIL K2� TYPICAL AT 2x INTERIOR BEARING WALLS. b' WIDE BLOCK GROUTED SOLID. TOP OF FOOTING L EL. - 98-0 (2) - #6 BARS CONTINUOUS. TYPICAL 3000 PSI POURED CONCRETE FOOTING. WALL FOOTING DETAIL TYPICAL 2x6 EXTERIOR STUD WALL. SEE STUD WALL SCHEDULE ON SHEET 5T100. TYPICAL 2x6 P.P.T. BASE tP. ANCHOR TO GROUTED CELLS OF BLOCK FR05T WALL W/ 1/7m EXPANSION BOLTS @ 37o.c. (3 1/2'MINIMUM CONCRETE EMBEDMENT). TYPICAL 4' THICK, 3000 P51 CONCRETE SLAB W/ bxb - W I AxW I A W.W.F. OR SYNTHETIC FIBERS. TOP OF SLAB -11 T L EL. - 100-0 PROVIDE 10 MIL. VAPOR BARRIER ON TOP OF 6' MINIMUM COMPACTED GRANULAR DRAINAGE FILL. CONTINUOUS BOND BEAM GROUTED SOLID. TYPICAL 8' WIDE CONCRETE BLOCK FOUNDATION / FR05T WALL. CURVED EXTERIOR WALL AT SIM. PROVIDE DOUBLE 3/4' THICK P.P.T. PLYWOOD I' - I' BASE AT 2x6 EXTERIOR STUD WALL. FOOTING & FOUNDATION Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53213 4 1 4. 4 3 1. 3 1 3 1 T E L 4 1 4. 4 3 1. 0 5 3 1 F A X WWW . A G A R C H. C O M A r c h i t e c t u r e E n g i n e e r i n g P l a n n i n g REVISIONS \: �\ ' ANIL THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE THE SOLE PROPERTT OF AG ARCHITECTURE, RIC. AND SHALL NOT RE COPIED IN ANY FORM OR MANNER WITHOUT WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR DRAWN 67 M.A.B. DATE 01 AUG 2011 PROJECT 071101 SHEET NO. DETAILS ST400 c� C ct� U orv000C) 4-jU m C: O U � � s � U Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53213 4 1 4. 4 3 1. 3 1 3 1 T E L 4 1 4. 4 3 1. 0 5 3 1 F A X WWW . A G A R C H. C O M A r c h i t e c t u r e E n g i n e e r i n g P l a n n i n g REVISIONS \: �\ ' ANIL THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE THE SOLE PROPERTT OF AG ARCHITECTURE, RIC. AND SHALL NOT RE COPIED IN ANY FORM OR MANNER WITHOUT WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR DRAWN 67 M.A.B. DATE 01 AUG 2011 PROJECT 071101 SHEET NO. DETAILS ST400