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HomeMy WebLinkAboutDRB17-0011_A311_1484846280.pdf i tiofz04, Ase. ,sc ir IC rc. i41, 1 ,. , '1cir) 5. : 1 V6 10' P ROV kir r_6 4 *i:` . 2:00.0 8/201 r AP, NOT VALID FOR BUILDING PERMIT WITHOUT ARCHITECT'S WET STAMP © KHWEBB ARCHITECTS PC COPYRIGHT 2013 6 MI 11 EXTERIOR GARAGE AMERICAN HYDROTECH 6125 FR; EXTERIOR ENTRY STONE CLADDING � LIVING ROOM MI EXTEND OVER EDGE OF SLAB, OVER GARAGE FLOOR WPM; COLD JOINT, AND OVER BITUTHANE i�� SHEET METAL FLASHING W/ HEMMED EDGE TO VEHICULAR-GRADE POLYURETHANE TRAFFIC DRAINAGE MAT; LAP OVER I� COVER WPM BELOW STONE CLADDING CAOTING SYSTEM (VENTED METAL DECK BELOW) DRAINGE MAT ON WALL .'1• EXISTING WOOD STONE WALL BEYOND 1I FLOOR ON 14"JOISTS 5" CONCRETE SLAB ON COLD JOINT STONE PAVERS ,'i! 2" METAL DECKING LOWER LEVEL LOWER LEVEL Mik , \ — EL. +0-0" (8155'-6") — — — ��� ® EL. +0-0" (8155'-6") SLOPE SLOPE TO DRAIN ����� \��\��\\��\\ \� ���\ $ �+ 1:11 ° SLOPE 4".I'-0" . TERMINATION BAR; j/\/ 1 - _t FASTEN @ 8' O.C. T . . . AAóAAkIIAAl -/ TORCH OFF POLYETHYLENE / / ::11 4,_BITUTHENE TOCOVER A \ �' CD EDGE OF SLAB & COLD /Al - HYDROTECH TO LAP OVER ///A// -- EE11 ° p �' p JOINT BETWEEN BOTTOM — Z / i, IFOF SLAB&TOP OF WALL& \ / r., \\ \\ °° M U CREATE MIN. 6" OVERLAP \/ \ 1 - j/\/\'�•• ° ���` III W/ NEW PREPRUFE ON � A ? ��' / / ' LIMITED BY STRUCT ATTACHMENT V i INTERIOR SIDE OF WALL. i , U %`!" TOP OF STRUCTURAL WALL IS ���: REMOVE & REPLACE SOIL& , / • ,= PAVEMENT TO INSTALL\/ / \/ ��►: OF LOWER LEVEL FRAMING TO EXG ' \ p% \ o O, \A \\ \\ FOUNDATION WALL \\ \\ �� CUT EXISTING F UNDATION Q Q �, ��// o ii WALL; BRACE WI H STEEL CHANNELS; \/\/\/ ��� TERMINATION BAR, SECURE SEE STRUCTURAL o \/\\/\ 4,, @ 8" O.C. \ �' p - Int 4, a_ \/, �........ .., ' \• , r_ LJ.J CO p ° o i';� DROPPED GWB CEILING / ,°� ° - \— DROPPED GWB CEILING L? o a /\\/\ \\ &Ir 12" MIN. HIGH-DENSITY (2.0 PCF) \: %�4. N o ° �� CLOSED-CELL SPF IN CAVITY / „ �i o \ \ V\ -- %� AGAINST FDN WALL& MIN.z" • ° p �/ - Q � P .is BEHIND STUDS (HOLD STUDS g MIN. ;, i / \� � , OFF CONCRETE _ / \ p D . .\s/ \ %NI fV °No fV \ \ iii STAINLESS STL ANCHORS &STRAPS \ \\ \\ 4 / / p,- RECOMMENDED (TYP) M LJJ /\ � ��� HYDRODUCT 220 ��� PREPRUFE 160R \ 'ftp i O Dies ii Ii z4.0... /ice j 5" CAST-IN-PLACE CONCRETE \ 44 \ � . A --� \ \ \ U �/) ���, WALL; HORIZ&VERT. ;;1= REINFORCEMENT PER ENGINEER / i, El EXISTING FOUNDATION DRAIN %s \ \ \: ° a%• < 1:1 Q TO REMAIN (WHERE EXISTS) ���" \ \ \ i', ��® � DE NEEP INJECTO \ // ° i_ TUBE& FLEX LV GROUT; / M b.0 0 �� HAND-PLACE AND PACK ° GAME ROOM U \ - �, @ TOP OF NEW WALL 'o \ \ \ : .�_. Iz" MIN. HIGH-DENSITY (2.0 PCF) — p C _ o• / V7 •44 CLOSED-CELL SPF IN CAVITY o. cL •C II / p p t DETAIL WATERPROOFING p � i.� V\ \\ \ AGAINST FDN WALL& MIN.g �..� —_ s?� AROUND EACH REBAR PIN W/ �� � iris A \ \ �: BEHIND STUDS (HOLD STUDS 2" L / //: C --- 777-7' 1 LIQUID MEMBRANE (SEE PRE-049) // / � �� HOME 'Am MIN. OFF CONCRETE \/\ \\r _ 4 REBAR DOWELS; EPDXY INTO THEATER , �\ i4. Ii EXISTING & NEW FOUNDATIO; SIZE �v4- NEW FOUNDATION WALL& U //\/\/./ / / _ 11: : &SPACING PER STRUCTURAL /° 1CONCRETE (SEE STRUCTURAL) m CCSW _ iFOUNDATION WALL& FOOTING; I �� 12"TO 16" STRIPS @ 4'-0" O.C.; / / �'� HYDRODUCT 200 DRAINAGE MAT '�� ,4:6. . CAST-IN-PLACE CONCRETE OR �__ HYDRODUCT 200 DRAINAGE MAT O` > •a EXTEND DOWN INTO CONTINUOUS \ \\ \\� ( � = SHOTCRETE (ONLY WHERE PREPRUFE 160R MEMBRANE\ 6" _ HYDRODUCT COIL 600 \/\ 6" PREPRUFE BACKCOVER \ A L � PREPRUFE 160R MEMBRANE — , iii COVERED W/ PREPRUFE) / / ii. \TEMPORARY ANCHOR _ A FURRING WALL(REFER TO PLANS) TEMPORARY ANCHOR\ i,As , �,;4:8: (REFER TO PLANS) *0 E 44 CARPETING // CARPETING \ • %i \/ • , 4 STEGO WRAP 15 MIL(TAPE TO / , `- STEGO WRAP 15 MIL (TAPE TO O Q /� %6a WALL; INSTALL PER MFQR REC. D '� / /�_ i16. Q ) j/jam p �� WALL; INSTALL PER MFQR REC.) \/\/\r � CONCRETE SLAB PER / 10 A. CONCRETE SLAB PER „ \ \ 3 ° STRUCTURAL \ \ \ 1 ��� STRUCTURAL CLOSED CELL EXP.JOINT �!: I" CLOSED CELL EXP.JOINT �� J FILLER W/ POLYURETHENE ` 1.'1 ,,,, BASEMENT LEVEL Z / 1 ii - BASEMENT LEVEL Im 1 ���� EL. -13-2" (8142' 10") SEALANT ALONG TOP EDGE 1 ° p pI��II EL. 13 2" (8142' 10") SEALANT ALONG TOP EDGE \\\ \\ _ FILLER W/ POLYURETHENE \ \\ \\ D is ADCOR ES WATERSTOP / I. p. °D ADCOR ES WATERSTOP I,• ° ° '` ° I s ,10 Win l- r �� pr or'X� X Xwry W �� �� REVISIONS: _ - aO a W�1 (_} L c . o��o� .a GRAVEL PER C-I a��o��o��o��o��o��o��o� � � � � � �o��o��o�� � � �o��o��o��o��o��o� HYDRODUCT COIL 600 \ \ n> ,n< �������� ( ) PROPERLY LAP PREPRUFE \ \ \• : na�dila 0460�0460�0�0�0�0�0�0�0460460400�0�0�046O�0�0EAO�040040046��0� ` � � • • � PERF. PIPE PER C-I -�� r • • • tr • • • • • • • • • • • • • • • • • • • • // "114•�•�.���' ( ) BETWEEN FOOTING &WALL / . . . . . . . . . .�.�.�.�.�.�.�.�.�.�.�.�.�.�.� XXX 00.00.00 0 0 0 0 :: o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v "��������� FILTER FABRIC (PER C I) ::: p i��.. --•��--• •��--.���1=•=�..�--�--.��--�--�..���--�•-�•-�..�� \ \\ \ fa, HYDRODUCT COIL 600 p •��.�. . . . . . . . . . . . . . . . . . . . . . .� I::. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 1460 ... I o )����46�46�46�46�46046�46046046�46�46�46�46�46�46�46046������������ 90° TEE CONNECTOR FROM / / / I ° SLOPE 90° TEE CONNECTOR FROM �� °� p SLOPS ! ! ! ! ! ! ! ! ! ! ! ! le / / • -1- ��° p EE• %- �� o, o, o, o, o, o, oW o.'o.'o.'o, o, o, o. o. o. o. o. o. o. o. o, o, o. HYDRODUCT COIL 600 TO 4"O SCH. )'\\" �� HYDRODUCT COIL 600 TO 4O SCH. \ \800 PVC PIPE THRU FOOTING TO \ C\ 800 PVC PIPE (THRU FOOTING TO J- r�z� ,d �_e�pIAiI�IPI�� I I • GRAVEL BELOW SLAB); SEE C-I FOR /� // // // / //\/\/ / GRAVEL BELOW SLAB); SEE C-I FOR /‘ _�, a3_,-, -r-_c r,' -*lb REC. LOCATIONS \/\\/\\/ / / / /\ \\\\\%\ REC. LOCATIONS \ \/\i /\ \4\/\/\/\/\ %�\%�\\�\j�\\�\j/\/\/\/\ \ \ \ /\ O N HORIZONTAL, INSTALL 12" TO 16"WIDE %/ / / / /\/ /\ O N HORIZONTAL, INSTALL 12"TO 16"WIDE %/ / / / / / /\ /\ /\/\ /\ /\ /\ /\\/ STRIPS OF HYDRODUCT 200 OVER TOP OF \� //\//�//�//�//\//�//�/STRIPS OF HYDRODUCT 200 OVER TOP OF \�//\//\//�//\//\//\// FOOTING & EXTEND INTO GRAVEL FOOTING & EXTEND INTO GRAVEL PROJECT: xxxx DRAWN BY: MF 2 WALL SECTION DETAIL IWALL SECTION DETAIL o DATE: 12.10.2016 I — I -O I — I -O 1- WALL SECTIONS z 0 0 cE 0 A3 1 1