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HomeMy WebLinkAboutS4.01n NOTE: DO NOT BACKFILL AGAINST NOTE: DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL UPPER 4 BASEMENT WALLS UNTIL UPPER 4 LOWER SLABS HAVE BEEN CAST 4 -- T- - - -� LOWER SLABS HAVE BEEN CAST 4 ACHIEVED 15 °o OF SPEG'D. 28 DAY ACH!EVED 75% OF SPEG'D. 28 DAY STRENGTH, UNLESS CONTRACTOR r S I REND , t H UNLESS CONTRACTOR PROVIDES A CERTIFIED, ENGRD. j PROVIDES A CERTIFIED, ENC -cRD. BRACING DESIGN. BRACING DESIGN. I LANDSCAPING 4 TOPSOIL----- _ -_ - - --- - - - - -- - T + + + + + + + + - + + + + + + + +- -- UNDERSLAB DRAINAGE FILL + + + + + + + + v + + + + + + + + ++ 30' -3(0' IMPERVIOUS + + + + + + + + + + + + + + (COHESIVE) SOIL 'CAP' + + + + + + + + + + + + + + + W/ POSITIVE SLOPE AWA'" r + + + + + + + + + + + + + ++ + + + + FROM BUILDING FOR lm' MIN. - + + + + + + ++ + + + + 14' WIDE CAST- iN -PLACE -> _ + + _ C+ + + + + + + + + `,`7` 4 �YDEC ST -IN -PLACE p ..r+++++++++++++++++ CONCRETE WALL -SEE + + + + + + + + + + + + + + + + ++ CONCRETE WALL -SEE µ + + + + + + + + + + + + + + + + ++ + + + + + + + + ++ SECTIONS ONS4.03FOR + + + + + + + ++ SECTIONS ONS4.03FOR + + + + + + + ++ RELEVANT STRUCTURAL INFO. :. + + + + + + + + + t + + + + + + + ++ . + + + + + + + + + + + + + + + + ++ RELEVANT STRUCTURAL INFO. + + + + + + + + + + + + + + + + ++ : ++ I + + + + + + ++ + + + ++ + + + + + + + ++ + + + + + + + + ++ _--� + + + + + + + + + +�� PPROVED BACKFILL MAT L. - + + + + + + + + + + + + + + + + + ++ + + + + + + + +.,- A - -�- +++ + + + + + +;�-- APPROVEDBACKFILLMATL. FOUNDATION WATERPROOFING - + + + + + + + + + + ++ X ;� ++ COMPACTED TO 9_0°x° ASTM t _ t + + + + + + + + + + + + + + +��_ ° FOUNDATION ION W,4 I ERPROOFING COMPACTED TO 1005° ASTM + + + + + + + + ++ , + + + + + + +.. ++ SEE ARCH. SEC ! I + + + ++ + + ++ D -1555. SEE SPEC. 02200 I + + + + + ++ - + ++ + + + + � + + + SEE ARCH. SECTIONS AND '+++++++++> + + + + + + + +i D -1551. SEE SPEG. 02200 SPECIFICATIONS + + + + + + + + + + + + + + + + + + ++ FOR MAX. WEIGHTS OF SPECfF!GAT!ONS ! + + + + + + + + + + *- + + + + +,. + ++ + + + + + + + + + ++ rORMAX.tUEIGNTSOF + + + + + + + + + + COMPACT ION EQUIPMENT ; + + + + + + + + + + COMPACTION EQUIPMENT + + + + + + + ++ �+++ + + + + + + + + ++ + + + + + . + + + + + ++++++++++++++++++ + + + + + + + I + + + + + + + + ++ + + + + + + + + + + + + + + + + + + ++ + + + + + + + + ++ ' + + + +++++++ + + + r n q + + + i *9 GRANULAR FILL MIN. 12 ABOVE -� + + + + + + + + + + + + +. + + +�- MINIMUM 18' WIDE LAVER OF "y GRANULAR FILL MIN. 12 ABOVE �+++++++++++++ + + + AND 2' BELOW TILE, NAND TAMP !+ + + + , + + + ,4ND 2° BELOW TILE r �, + + + + + + + + + M1NI1"1UM 18' WIDE LAYER OF + + + + + + +".�. + + GLEAN SAND 4 GRAVEL HAND AMP � + + + + + + + + + + + + + + +�* +� + + + + + +.- + ++ f_� + ++ CLEAN SAND GRAVEL + + ++ . + + ++ ; + + + ++ + ++ -+ + + + ++ B�4CKFILL AGAINST WALL + + + + -f + + + +- +. + + + + ++ + +t -- + + + + ++ PLACED W/ A MINIMAL t- { + + + + + + + BACKFILL AGAINST WALL, + + + + + + + + + + +. + + +,I i I ! + + + + + + + + + + + + + + + +,''_ - PLACED W/ A MINIMAL + + + + + + + rl I i— AMOUNT OF TAMPING t + + + + + + + + + + + + + + + ++ ! I -- T WATERSTOP RX + + + + + + + + + + +I N I =; COMPACTING. MAXIMUM -T- + + + + -! I !- AMOUNT OF TAMPING 4 + + .I ! WATERS : OP RX ` /OLCLAY -- \ * + + + + + + r1 i =I ! I- __ COMPACT i NG. MAxfMUM CO>_D JOiNT WA ERS I O �++++++++ + + + + + + ++ ! I i! 4 I= 5% FINES 8Y WEIGHT. COLD JOINT WATERSTOP + + + + + + + + + +; i i-=1 i I --: ° , I —! 55° FINESB-T'WEIGHT. ++++++ I 1 I- �; I; I ;i�� ;+ + f11- II II— T 77 r1l, J I — I —i Ir — I I— — I I ,12, = I . -- - - -I I - - -- - - -1 - -- - I— j -- r�_- r7 -r_._ ! _ ; 1 -1, I =� I I- 4 D I - - I � - � I - -, A. CORRUG �D, ! ;__ _— ! I ,__ , . ! - -- UNDIS i URBED SOIL OR =1 i I - 1 i I — I (� (I 1 -- '� I � -- -- i _ : -_ SCREEN -COVE I -- t RED r - -1 t_ l PEA. PLAS , IC TU?31NC -i -- _ I I ! I i= I - -I T I_ ENGINEERED FILL COMPACTED �— - ' !'- -i TO A MIN. OF 95% ASTM D- 15e,7. 4' DIAMETER CORRUGAT>ip - I \' R I >�R L,�1ND E R5 ,-'rt ?� �\ �j J - - -- - - - - -- -- -- -- - -- - - - 4 SCREEN- COVERED PERFORATED -- — - --- - - - - -- - - -- -- - - - -- _ -- - _ _.._- . PLASTIC TUBING - A:.`/:=,LACED fi SCRE N -COVER D P ORATED r PL.AST!C TUBING - AD, /ANCED DRAINAGES "STEMS ItiC., OR \`�- UNDISTURBED SOIL OR DRAINNAGE S,r "STEMS, :NG. OR APPROVED EQUAL. ENGINEERED FILL COMPACTED APPR0' /ED EQUAL. TO A M 1N. OF 95°5° ASTM D-155-7. R E3 3E \A - �- _ l� D — - - - NOTE: WHERE VERTICAL REINFORCING i5 ! NTERRUPTED BY THE OPENING, '/2 THE INTERRUPTED STEEL SMALL BE ADDED EACH SIDE OF THE OPENING. USE FULL LEW.57H BARS. IF BARS CANNOT BE PLACED AS DETAILED, REPLACE THE 1' -6' EXT WITH H 6' AND A STANDARD HOOK NOTE: WHERE VERTICAL REINFORCING IS NTERRUPTED BY THE OPENNG, 1/2 THE INTERRUPTED STEEL 54ALL BE ADDED EAGN SIDE OF THE OPENING. USE FULL LENGTH BARS. 2 -05 x 4' -0 -- (i EACH FACE) r 2 -5 x LENGTH VARIES (1 EACH FACE) 450 COORDINATE SLEEVES WITH MECHANICAL. NOTE: COORDINATE FINAL LOCATION OF PIPE PENETRATIONS WITH MECHANICAL CONTRACTOR BEFORE INSTALLATION OF THE REINFORCING. THIS DETAIL APPLIES TO ALL ROUND AND ELLIPTICAL OPENINGS IN CONCRETE WALLS, UNLESS OTHERWISE NOTED ON THE PLANS. _ - -T 2 -5 (1 EACH FACE) TYPICAL AT JAM 55 COORDINATE SLEEVES Wlrt4 MECH4AN!CAL 2 -01 (1 EACH FACE) L AT TOP OF OPEN:NG r 2' -0' TYPICAL OR PRO` ✓'DE A ' STANDARD 90° HOOK \_ 2 -5 (1 EACH FACE' BOTTOM OF OPENING NOTE: COORDINATE FINAL LOCATION OF MECHANICAL PENETRATIONS WITH MECHANICAL CONTRACTOR BEFORE INSTALLATION OF THE RE.TwFo INC. THIS DETAIL APPLIES TO ALL SQUARE AND RECTANGULAR OPENINGS IN CONCRETE WALLS UNLESS OTHERWISE NOTED ON THE PLANS. I I�'C � ! i ��\�R t - - - -- _ - - --- -- ._ - - - -- - - - -- ---------- - - - - -- - - -- - -- -- - -- - - -- -. -- -- �- (5401\)'� NO SCALE EL. -REF. PLAN i \S40' R? =1NF. IN 5A71E SIZE 4 ? NO. AS FOOT'NG 4© NOTES: � DENOTES = 4E!GH- OF STEP AS SHOWN ON PLAN. 2. 'L ° DENOTES LENGT; 4 BETWEEN STEPS. LAYOUT TO M- IN !TA :N SLOPE OF 1 VERTICAL TO 3 HORIZONTAL UNN -E56 SHOWN O- rHERu1SE. 3. 'D' DENOTES FOOT'NG DEPTH, REFER TO PLANS AND SECTIONS. N i, /^ n = 1 1 — 0' S'tSU I SECOND POUR i FIRST POUR I 3D BAR .k-__. _- -_ __ -- _ WATE RSTOP RX FOR D(AM LAP BASEMENT WALLS ONLY ! I ! EXTERIOR FACE I INTERIOR FACE I � I FORMED KEYWAY 111 _ 1I_0II 30 EXTERIOR FACE I _L— NOTE: PROY!DE SIMILAR CORNER BARS FOR ELEV. PIT WALLS. LOCATE ON OUTSIDE FACE 4 PROVIDE 04 VERT'S FOR SUPPORT r w FF. +01-01 OR r SAWCUT SIM. TO 4 � CONTROL JOINT - j 4 i I �I I I FORMED KEYWAY W/ j WATERSTOP RX ( BASEMENT ONL'') 2' -0a 21 — ©' i I PROVIDE CONSTRUCTION JOINT IN LIEU OF CONTROL JOINT AT TERMiiNAT!ON OF POUR 646 CONTROL JOINTS S�-IALL BE SAWN NOT LATER THAN THE FOLLOWING TABLE, OR lro HOURS AFTER FINAL TROWELING (WHICHEVER !S LESS), WHERE T EQUALS THE AMBIENT TEMPERATURE !N DEGREES FAHRENHEIT A THE TIME OF FINAL TROWELING. SAWCUTT!NG SHALL BE SUSPENDED ONLY IF THE LARGE AGGREGATE IS DISLODGED OR LOOSENED. ALTERNATE: USE PRE- FORMED JOINT FORMER. TEMP, F ° TIME, HOURS 400 1( l8 W, X I/4 S'_AB "TJ !N r 1/4' W. X 1/4 SLAB 'T' 8%2 U1NE /=OSED AREAS WHERE WET SAWCUT - SEE TABLE - JOIN-6 WILL NOT BE FILLED. BELOW GD CONTROL JOINTS S�-IALL BE SAWN NOT LATER THAN THE FOLLOWING TABLE, OR lro HOURS AFTER FINAL TROWELING (WHICHEVER !S LESS), WHERE T EQUALS THE AMBIENT TEMPERATURE !N DEGREES FAHRENHEIT A THE TIME OF FINAL TROWELING. SAWCUTT!NG SHALL BE SUSPENDED ONLY IF THE LARGE AGGREGATE IS DISLODGED OR LOOSENED. ALTERNATE: USE PRE- FORMED JOINT FORMER. TEMP, F ° TIME, HOURS 400 1( 500 14 (0 0 ° 8%2 ©° 5%Z 800 4 90 ° 3 ro -7-- _ - - -- - - -- - - - -- -- -- - - -- -- 5401 I = I M Z m 't i 0— W) h _ cy) N in 00 N Q 4 +' cts t O o J � o �U A a Q N � ca Q U) 0-CK) .._Za( �QQ'It ,UJ >Q �m_jQ �WZp �oz. -�--' u- W Uj �u-oL_ ._OOO J N a- 0 < < .cozz oQ� o Lu Lo z LW W FOUNDATION SECTIONS S4.01 4.0 � ;:1 co G\2 GD cz ea U co CO - , C+` " LW W FOUNDATION SECTIONS S4.01