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VERDE DESIGN
<br /> LANDSCAPE ARCHITECTURE
<br /> CIVIL ENGINEERING
<br /> SPORT PLANNING&DESIGN
<br /> 1843 Iron Point Rd #140
<br /> Folsom,CA 95630
<br /> tel:916.415.6554
<br /> fox:408.985.7260
<br /> www.VerdeDesigninc.com
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<br /> CL CONSULTANT
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<br /> S TRUCTURAL ENGINEERS, INC.
<br /> Ld 1505 MERIDIAN AVE, SUITE B PHONE 408.978.1970
<br /> z SAN JOSE, CALIFORNIA 95125 FAX 408-267-7919
<br /> } WWW.AKHSE.COM AKH JOB M19-071
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<br /> No. S3260
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<br /> EXP. 3/31/21
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<br /> rT STRUCT\3?'
<br /> o qPe OF CNO\ '3\
<br /> NOTE: ALTERNATE THICKENED SLAB,
<br /> REINFG & DOWELS
<br /> HORIZ. BARS EA. WHERE OCCURS,
<br /> SIDE OF VERTS. TYP. 24"
<br /> • 8' CMU WALL 15 15 16 15 PER DET.
<br /> N #5 HORIZ. BARS S4.1 S4.1 S4.1 S4.1 12" HOOK 20 CMU WALL BEYOND
<br /> #5 VERTICAL BARS @ SEE DETAIL SEE DETAIL SEE DETAIL IN WALL ———— — ———— S4.1
<br /> Z @ 24"o.c., TYP. PARTIAL- OR FULL-HEIGHT 24"
<br /> 16'o.c., CENTERED IN FOR INFORMATION FOR INFORMATION FOR INFORMATION - — — — — — — — — — -
<br /> WALL AS OCCURS, PER PLAN
<br /> WALL, TYP., U.N.O. NOT NOTED NOT NOTED NOT NOTED
<br /> & SECTIONS CONT. #4 EMBEDDED
<br /> \ \ \ \
<br /> o ROUGHEN CONC. TO #5 WALL DOWELS @ 16"o.c. ;\�\\ \ \/ TYP. 6" SLAB BARS 20" INTO CMU, EACH #4 SLAB DOWEL x AS READ.
<br /> 1/8 AMPLITUDE \\ \\ \\ CONT. TO WALL SIDE OF OPENING @ 24'o.c.
<br /> AND CLEAN PRIOR W/ STD. HOOK AT BOTTOM 24 CMU WALL BEYOND
<br /> THICKENED SLAB BARS PER
<br /> OF FTG., TYP., U.N.O. 33" 24" \//\\
<br /> TO INSTALLING CMUA #4 SLAB DOWEL x CONT. #4 EMBEDDED \ `\-�\ \
<br /> a 24" 12" HOOK w/ #3 @ 12"o.c. /\//�//\//\// •
<br /> of
<br /> /\ #4 SLAB DOWEL /\/\
<br /> a #4 SLAB DOWEL 33' IN WALL r,
<br /> a EXT. GRADE z 9 THICK SLAB ' ' //j/ @ 24"o.c. TOP BARS EA. WAY HOLD GROUT
<br /> N OR PAVING @ 24"o.c. 30„ @ 24"o.c. EA. SIDE 20' INTO CMU, EACH #4 SLAB DOWEL a j\\j
<br /> Uj
<br /> OF WALL SIDE OF OPENING @ 24'o.c. > \//\ DOWN 1" C�
<br /> Lr, \ \ BREAK OUT FACE SHELL \
<br /> / / 4" U.N.O. /
<br /> AS OCCURS \/ / " /
<br /> N /\\/\\ 6 AFTER GROUTING CMU, CONT.
<br /> N 12" PER \ '\%\%\\%\ \\\%\\%\\% % %\\ / /6 15 18
<br /> 2" CLR. AT \ \ \ \ \ \ \ \ \ \ ` \ \ \ \
<br /> PLAN \/\/\/\ 15' PER //\//\//\//\//\ /\//\//\/ \//\// 15 /`//\//\//
<br /> TOP, TYP. 00 6" CRUSHED ROCK PLAN i/\jj\jj\jj\jj\\ \\jj\\jj\\jj\\j \\jj\\jj\j /\�j\\j\\j\\j SEE DETAILS S4.1 S4.1
<br /> \ \/\ TION
<br /> ` \ SEE DETAIL � \\ \\ \\ \\ FOR INFORMA
<br /> /\\/\\/\\/\\/\\/\ /\\//\\ \\/\\ /\\' FOR INFORMATION \\/\\/\\/\\' \\/\\/ / / NOT NOTED
<br /> w \ FIRST COURSE SHALL BE INVERTED, //\ '�//\//\//\//\//\ i\//\/ — — — — — — — — — //\/ \// \ \ , \//
<br /> Z \\ \\ /\\ /\\/\\/\\/ /\\�`� \/\\/\\/\\/\\/\ \/\\/ /\\ \\ \\/ /\\/\\ /\\/\\ /\\/\ NOT NOTED \\/\\/\\� 15 19 `/\\/\\/ •
<br /> //` /jam/ OPEN-END BOND BEAM UNITS, TYP. /j\ /jam/jam/j�/j j �//jam/jam/jam/j /j�/j j� 9" SLAB & %/% /\/\//\/ \�/%/%/ $/%
<br /> CONC. PERIMETER FOOTING %\�/%\ /jam/jam/j�/j 9" THICK SLAB \�//�//�// //�//\\ 9'; THICK SLAB OVER \//\�//\� DROPPED ROCK ���/�\�/�\� \�/�� j\�/j\�/j\�/ \��/j\�;\ SEE DETAILS S4.1 S4.1 j\�//\�\\//
<br /> w //\\//\ //\// \//\\ /\\//\\//�\ OVER 6 CRUSHED j\\//\\//\\ //\\//\\i 6 CRUSHED ROCK //\//\/ AT SIM. DETAIL \//\//\/ \//\ /\//\//\// \//\r FOR INFORMATION \//
<br /> `� j\//\\//\ // BOTTOM, TYP., UN.O. /\\\ /\\%/`\ ROCK \%/\\%/\\ %j\%j\i %/\\%/\\% \%/\\%/\\% \%j %/\\%/\\%/\\%/ \i` NOT NOTED %j\
<br /> \\j\\j\ /
<br /> \%\\%\ 00
<br /> #4 CLOSED TIES @
<br /> �' \ \ 24"0.c., TYP., U.N.O.
<br /> a % \/\\/\ ij/j\ /j\ j\//\/ /j\/j
<br /> 1. 1 -777777 777777
<br /> 3" CLR. AT BOTTOM
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<br /> 24", TYP., U.N.O. & SIDES, TYP.
<br /> z SHEET TITLE
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<br /> w15 CMU WALL and FOOTING16 CMU WALL and FOOTING CMU WALL and FOOTING SLAB AT WALL DOOR OPENINGS CMU WALL at STEPPED FOOTING CMU WALL at THICKENED SLAB STEPPED FTG21 . AT WALL OPENING POOL EQUUIP. BLDG.
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<br /> STRUCTURAL
<br /> U1718
<br /> Z 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"
<br /> FOUNDATION & CMU
<br /> Z
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<br /> 1/2"0 X 6" WALL DETAILS
<br /> a HEADED STUD EA.
<br /> SIDE OF COL.
<br /> a PROJECT NAME
<br /> w CONC. CAP. w/ 3/16
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<br /> #4 CONT. •
<br /> Q CLOSURE/FORM FRANKLIN HIGH SCHOOL
<br /> 8" CMU CMU PIT WALL COLUMN, EANSIDE ATHLETIC IMPROVEMENTS
<br /> o WALL BEYOND
<br /> w 8" NET TO MATCH
<br /> WALL VERTICAL CURB WIDTH
<br /> Q REINFORCING 8" CMU PLAN AT CURB
<br /> 3/4" CHAMFER, TYP.
<br /> EXTENDED INTO WHERE INTERIOR WALL
<br /> 0 STEEL COLUMN
<br /> w 12" WALL BELOW OCCURS, PROVIDE WALL C.L. COLUMN a •
<br /> w INTERSECTION BARS AT BASE 32 #4 CONT. CONC. THICKENED SLAB ° 2"CLR., TYP.
<br /> EXTERIOR GRADE CONC. CAP PER 13 PLATE 24 CURB BEHIND 4" & A.B.s PROJECT ADDRESS
<br /> 0 S4.1 #4 SLAB DOWEL
<br /> @ 24"o.c. 32„ — — — — — — — — - 33" PROVIDE MIN. #3
<br /> 29 4 SEE OTHER DRAWINGS FOR 4600 E. F R EMO N T ST.
<br /> Z \ \ \ \ \ \ \ \\ — — — - — — — — — — — S4.1 @ 12"o.c. EA. REINF. PER AQUATIC a #5 HORIZONTAL @
<br /> 0 12"± %//�//�//�//�/j//�//\ SEE DET. WAY AT TOP OF EQUIPMENT DWGS EXPANSION / SCORE JOINTS 18"o.c. EACH FACE STOCKTON CA 9521 5
<br /> w �j\\j\\j\\j\\ FOR ITEMS NOT PAD
<br /> w \\ \\ \\ #4 CONT. SHOWN OR NOTED 3/16 • ° • CONCRETE WALL
<br /> // // MIN. #3 @ 12 o.c.
<br /> w \j�\j�\ 12" CMU CENTERED
<br /> \�//\\//\\// ON FOOTING HOLD GROUT ALL AROUND PAD Q 4
<br /> U_ i//\//\//\ DOWN 1" FROM - -
<br /> } %�\%�\%� TOP OF CMU #4 CURB DOWEL BACKWASH PIT AS REQUIRED a SUBMITTAL DATE
<br /> F__
<br /> \//�\//�\//�\ o, @ 16"o.c. 30' 12" HOOK BASE PL. 3/8" x 7" x BY PUMP MFR. #5 VERTICAL @
<br /> a / / / i IN WALL - 16"o.c. EACH FACE DD/50% SUBMITTAL 03/06/202
<br /> \j\\j\\j\\ ; , - 11" w 2 3 4"0 A.B.s
<br /> 8" CMU WALL / ( ) /
<br /> \ \ 3" TYP. (2) #5 AT TOP �" TO CMU WALL
<br /> #5 HORIZ. BARS #5 HORIZ. BARS ° DSA 100% SUBMITTAL 05/01/202
<br /> 0 / j @ 24"o.c. E.F. @ 24"o.c• °O \\\�\\�\\�\��\�� \/\\ \\
<br /> ��\i/ PLAN AT BASE PL.
<br /> \\ \ PUMP PIT #5 VERTICAL BARS PUMP PIT o ��� , SI AIR B REINF. PER PLAN
<br /> @ 16"o.c., ROUGHEN TOP OF FOOTING TO #5 WALL DOWELS @ 16"o.c. EACH FACE
<br /> o #5 VERTICAL BARS @ 16"o.c., PROVIDE STD. • DRAIN ROCK FOR #5 HORIZ. BARS 1/4' AMPLITUDE FOR WALL W/ STD. HOOK AT BOTTOM OF FOOTING
<br /> BREAK OUT FACE PUMP PAD AND SLAB ABOVE z
<br /> 12"± E.F., PROVIDE STD. HOOK AT HOOK AT BOTTOM FULL HEIGHT OF @ 24"o.c. 6„ SHELL AFTER HEADED STUD 1/2" x 12" EXPANSION JOINT MATERIAL
<br /> a z TYP. / _
<br /> BOTTOM OF FOOTING OF FOOTING WALL, TYP. GROUTING CMU, CONT. 3 4 = 1 -0 AT WALLS, TYP.
<br /> ZZ DRAIN ROCK, #5 VERTICAL BARS STOP CURB BARS 1" 3-1/2" FLEXIBLE
<br /> Q w TYP. SLAB ON GRADE PER PLAN PERF. DRAIN PER @ 16"o.c., CLR. EACH SIDE OF _ m PAVING BY OTHERS, ° CONCRETE PAVING NO. REVISIONS DATE
<br /> 0 o DRAIN ROCK FOR �, „
<br /> 24" OTHERS PROVIDE STD. COLUMN WHERE OCCURS BY OTHERS 24
<br /> D o FULL HEIGHT OF SLAB DOWELS
<br /> =a #4 SLAB DOWEL HOOK AT BOTTOM
<br /> PERFORATED 18" WALL, TYP. = BEYOND a #4 SLAB DOWELS x 24
<br /> o /\ @ 24'o.c., TYP. �j\\ OF FOOTING 3/16" CLO
<br /> 00 III `0 AGG. BASE, TYP. ° "
<br /> DRAIN BY \
<br /> 0 OTHERS / \//\' PERF. DRAIN PER o.c.,
<br /> w z \ \ PL. BENT ON EACH SIDE 9
<br /> Z /j\/j\ _ j�/j�/j OTHERS OF COLUMN AS SHOWN _ #3 @ 12" o.c.
<br /> w /j/j//j Co \\j/j///\ \\ — — — — — — — EACH WAY o
<br /> a a \\ \\ \ \\ \\� \ 3 x I@ 12" o.c. a
<br /> aw /\/\/\ \/\/ \ # 9
<br /> Uj
<br /> a / / / - \//\\//\\/ /\\ 1"± - NEW SLAB TYPICAL AROUND
<br /> Z �o /\ \ \// /\ \� o 2" CLR. #5 @ 24'o.c. TOP
<br /> o ON GRADE PAD PERIMETER °
<br /> 3 16 1 @ 5 III I 7/\\
<br /> w of / �\\ \ \\\\\\\\ • • •
<br /> Q #4 TIES @ // // / // // ° a ° (4) #5 LONGIT.
<br /> �� a ��\\�\\� (3) #5 CONT. CONC. FTG \\ CONC. FTG \\ \ \ #4 TIES @ 1-1/2'± NON- STIFFENER AS REQ,. TO ° \� \\�\\�\ a
<br /> 0 0 / / / ///// /// /////, _ a - %////// ° °° 12" MIN., TOP BARS
<br /> Z TOP & BOTTOM w/ (2) #5 \\/\\ 24"o.c. w/ (2) #5 ,\\\ \\/� 24"o.c. SHRINK GROUT SECURE CLOSURE IN PLACE a a \\\\\\\ a
<br /> z \ \ ° \ \ >\ • \ z - \ \ a a a (5) #5 LONGIT.
<br /> / / / / / / / HOLD CMU GROU ° %/ //
<br /> J w TOP & BOT. //\//\ TOP & BOT. / r /�\/j /j\/j ° ° . .a
<br /> a a �/\/\ \/\ \/ \/ iii a \ \ ° �, a
<br /> \ \ / /\\% _ DOWN 1" BELOW • ° �• ° • BOT. BARS
<br /> Z o i\\ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\�i 3" CLR. AT BOTTOM /\\/\\/\\/\\/ //\\/\< �j\\/\\/\\/\\/\\/\\/\\/\\/\\/ //\ z /\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/�\\ \\ \\ \ ° a ° ° a DRAWN BY CHECKED BY
<br /> a #5 TOP & BOT. \/j\/j\/j\/j\/j\/j\/j\/j\/j� AND SIDES, TYP. //\//\//\//\/\// �/ //\//\//\//\//\//\//\//\ TOP OF CMU \/\//\//\//\//\//\//\//\//\ \ \ \ \ \/\/\/,. \ \ a
<br /> BARS @ 16"o.c. \//\/,\i, \\r\\i\/� , \ \j/\j\\j\\j\\j\\/\\j\\\��
<br /> \ \ \/\/\/\/\/\/ /\/�\/ #5 @ 16"o.c. BOT.
<br /> � 1 (2) #5 CONT. \ /\\\\�/\\�/\\�/\\// /r / i
<br /> w o S-6 CTRD. UNDER WALL 2 -0 2'-0" '\\��\ \\//\\/�\\�/ 3" CLR. BOT. & SIDES DATE ISSUED SCALE
<br /> z� CTR,. UNDER WALL CTR,. UNDER WALL DRAIN ROCK ,//�/' AS SHOWN
<br /> ofo- 6'-6" CENTERED UNDER WALL 05/012020
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<br /> N a PROD. NO.
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<br /> 0 o CMU WALLS & FOOTINGS AT WELL PUMP/BACKWASH PIT WALL & FTG. COLUMN AT CMU WALL TYP. HOUSEKEEPING PAD BALL WALL SECTION 1911000-1211
<br /> (/P-- SHEET NO.
<br /> w� 3/4" = 1'-0" 3/4" - 1'7" 1-1/2" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"
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<br /> DRAWING NAME: 04—Verde DesignOTTED B Franklin HS Athletics\Dwgs\Structural\S4-1 Structural Details.dwg POOL EQUIPMENT DLDG. STRUCTURAL FOUNDATION & CMU WALL DETAILS
<br /> PLOT DATE: 04-23-20 PLOTTED BY: Jose
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