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srAN�r�: .�
<br /> X �t'-1�-
<br /> � 30 WATERPROOFING INSULATION ���' ��'Cr� ��
<br /> PER ARCHT PLAN , ����}E���;.��'
<br /> • � �� ��
<br /> � �/� /.� /� /,�//�� /� � � ��. .
<br /> � • � i�'����`�
<br /> � WALL REINF CONTINUOUS SHEET DRAIN
<br /> _, Z ; GONCRETE WALL PER PLAN ��'o�. �,�C'� �
<br /> � _ _ _ __ __- _ _ _ � � � (PLACED WITH FfLTER FABRIC � �������' •
<br /> �__ __ _ _ _--__� � " ED FACING SHORING) � �
<br /> PROJEC�:
<br /> - - - - ,�
<br /> PIPE SLEEVE, 2" LARGER � � � � �� �
<br /> THAN PIPE WRAP = ¢ � w � • $��
<br /> BTWN PIPE & SLEEVE �, � '- J � ¢ o WIDTH OF EXCA ATION i� + SLAB ON GRADE FLOOR ESF FACILITIES
<br /> � W/ A COMPRESSIBLE � � � o � � � �„ z \ � PER PLAN �� NON-STRUCTURAL CONC AIL
<br /> MATERIAL � � ,w � . » » STEM WALL WALL PER PLAN � RET
<br /> � � � � /�//, / NATIVE SOIL FOOTING PER PLAN LAP 24 1Y H
<br /> "' �= o I I EXCAVATION • DIA (TYP) E�ERET�T
<br /> �--- - -- -- --- � W > I� • 5AT16 OC H & V ATCL
<br /> _ _ _ _ _ _ _ _ _ _ _ _�� o � -�� � STRUCTURAL FILL X � �� � ) �
<br /> � - - - - - - - - - - - - - �
<br /> w ``' 2000 PSI CONC • � SLAB ON GRADE 650�- EVERGREEN WAY
<br /> � o � � ; = o PER PLAN EVERETT, WA 98203 .
<br /> ,�� TYP FfG REINF i � z
<br /> 6„ 6� ,� . z a (2) �5 MIN � � �
<br /> F7G WIDTH MIN MIN � • � a
<br /> SECTION v !� . � �" � ° � � � MATCH FTG REINF �T
<br /> �` DRAIN GRATE � B�ZAN �X
<br /> \ : a a
<br /> � /,� /��i% �/,�//�'//�
<br /> z �� a � � » MATCH FTG REINF ��
<br /> �� NOTES: � � � � � � �� � �� � � � a � MIN �' • • ASS�CI���S
<br /> 1. THIS DEl-AIL SHOWS PERMISSIBLE LOCATIONS OF PIPES, CONDUITS, EfC UNDER BEARING WALLS. - , � � „ � „ „ �
<br /> 2. STEP FTG EA SIDE OF PIPE SO SLEEVE & PIPE WILL PENE(RATE STEM WALL. � � /,A//�//� 8 12 8 (2) �5 CONT �R��IITECTSa INC.
<br /> 3. CONC BACK FILL NOT REQUIRED BY STRUCTURAL ENGINEER UNDER NONBEARING WALL FTG WHEN •
<br /> . MECHANICAL EXCAVATION IS LESS THAN 1'-0" DEEP BY 1'-0" WIDE. UNLESS NOTED OTHERWISE
<br /> DRAIN PER CIVIL 2000 - 116TH AVENLIE NE
<br /> & GEOTECH SUITE 4
<br /> BELLEVL.IE, WA 98004 �
<br /> TYPICAL PIPE THRU FOOTING DETAIL FOUNDATION DRAIN DETAIL TYPICAL STEPPED FOOTING DETAIL TYPICAL NON—STRUCTURAL WALL FTG 42s.63�.�g�,
<br /> SCALE: 3/4" = 1'-0" 1 SCALE: 3/4" = 1 '-0" 2 SCALE: 3/4" = 1'-0" 3 SCALE: 3/4" = 1'-0" 4 FAX.637.1878
<br /> ! NOTE:
<br /> 1. ARCHIlEC1URAl DRAYYINGS ARE
<br /> �2 7HE PRIME CON'1RACT DRAWINGS.
<br /> 15'-0" OC (MAX) 15'-0" OC (MAX) qH�, �„/�p$�� ��N(�,,
<br /> �IECHANICAL. PLU�iBINC� �
<br /> � Ya" x 1Y" PREMOLDED CONT MASTIC 15'-0" OC (MAX) 15'-0" OC (MAX) 2 ��n�,�wD Fl�
<br /> JOINT STRIP OR PREMOLDED CONST SHI1Lt, 8E USED IN
<br /> JOINT (MAY BE SAW-CUT AT CONJUNC110N WI'tH ARCHIlEC?URAL .
<br /> CONTRACTORS OPTION, SAW-CUT AS STOP SLAB REINF AT JOINT ��� � ��- .
<br /> SOON AS SLAB HAS CURED ENOUGH SEE PLAN FOR SLAB PROVIDE Y'�� x 2'-0" PIAIN CON'iRACTOR SHALI. VERIFY AND
<br /> TO SUPPORT SAW-CUTTING BAR AT 24" OC COAT BAR TO COORDINAlE DMiIENSIONS AIrIONG .
<br /> SLAB ON GRADE SEE PLAN FOR'SLAB EQUIPMENT, & WITHIN 24 HOURS
<br /> THICKNESS & REINF (TYP) PREVENT BOND W/ CONC ALL DRAMANGS. ANY
<br /> asc��waa, c�oNn�acnoNs,
<br /> � = PER PLAN THICKNESS & REINF (TYP) OF SIAB POUR). � ���5 �� �
<br /> ``"-' SLOPE AS REQD AT RAMP SLOPE PER ARCHT SLAB ON GRADE Z • • • • REPORIED TO 1HE ARCHITECT FOR
<br /> � S�E ARCHT FOR � ¢ � PER PLAN � 3 RE$pLUllqr pRIQR Tp pRp(�Ep�NG
<br /> LOCATION & DEPTH FIN GRADE � � � o- �- � � � � -� ,. , ,� � WI,M M�ORK OR FAB�CA,��N OF,
<br /> SIAB ON GRADE ,,, � ,�• �/
<br /> OF RECESS (6" MAX) • • • � � - : -
<br /> PER PLAN /,\ /. �/ /,\�//. \ /\ � �� i\ ' • ,• . / �,;-�, ,-�J— —, — , � _, 2 OT A�fULL � DRAWING UNLESS ,
<br /> . z . � ��, •._ _� I I— �— � I — , �— I PRINIED ON 24 x 36 SHEET. IF
<br /> /� /� /� iii—iii—ii�—iii—l � i—iii-
<br /> • � (2) �5 CONT � • '� ��� —I — — i I� — THIS SHEET IS NOT 24" x 36'
<br /> � -i i i—i i i—i i i—i i i--i i i—t t i- COMPACTED GRANULAR FILL SAW-CUT BARS WITNOUT THEN IT IS NOT TO SCAIE -
<br /> � z �� �� � „ / / / � z I • • (2) �5 CONT �„ $„ �„ COMPACTED GRANULAR FILL � BURRS OR GRIND SMOOTH
<br /> � � 6 � � CONTROL JOINT CONSTRUCTION JOINT PERMIT �
<br /> ,�-o�� ,�-o�� A B
<br /> ,
<br /> SET
<br /> TYPICAL RECESSED SLAB DETAIL TYPICAL SLAB EDGE DETAIL 6 RAMP DETAIL � TYPICAL SLAB ON GRADE CONTROL JOINT DETAIL $
<br /> SCALE: 3/4" = 1 '-0" 5 SCALE. 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE. 3/4" = 1' 0"
<br /> r�ev�sioNs: ��,�re •
<br /> . � -
<br /> GUARDRAIL PER ARCHT I�' l- 2 -
<br /> WHERE OCCURS I I � CITY UPDATES 10 13 17
<br /> , I
<br /> I I y" STEEL EMBED PL W/ %"� -
<br /> I I H.STUDS x 0'-5" AT 18" OC
<br /> II
<br /> � RETAINING WALL NOTES: I I
<br /> � � � � � � � �� /,� /.�//�
<br /> 1. RETAINING WALLS SHALL BE BACKFILLED WITH FREE DRAINING MATERIALS
<br /> PER GEOTECH GUIDANCE. PROVIDE FOOTING DRAINS PER CIVIL DRAWINGS. (2) #5 CONT (TOP)
<br /> 2. WALLS ARE NOT DESIGNED TO RESIST HYDROSTATIC PRESSURE •
<br /> � 3. RESTRAINED REI�AINING WALLS ARE DESIGNED AS SPANNING FROM FOOTING EQ EQ
<br /> TO FLOOR ABOVE. WALLS SHALL NOT BE BACKFILLED UNTIL ONE WEEK 18" MIN SURFACE SEAL, NATIVE SOIL OR .
<br /> AFI�ER POURING THE CONCRETE SLAB AT THE SUPPORTING FLOOR. OTHER LOW PERMEABLE MATERIAL Q
<br /> 4. BACKFILL SHALL BE PLACED ONLY AFTER THE CONCRETE IN THE WALL HAS PER GEOTECH �
<br /> GAINED 80% OF THE DESIGNED STRENGTH. BACKFILL MUST BE COMPACTED , ,_ v � - - � "
<br /> PER THE GEOTECHNICAL GUIDANCE. N �;����; `�� �� _, -�` ��LL = ` � � • �5 AT 16° OC (H)
<br /> 5. CLEAR COVER TO REINFQRCEMENT IN THE RETAINING WALLS SHALL BE AS �-�'-�'� , _ � ��' i ` ��- �V'� �-
<br /> � FOLLOWS; � � � _� � � �
<br /> r 3" AT FACE POURED AGAWST SHORING � �5 AT 12" OC
<br /> �
<br /> 2" AT F�ORMED EARTH FACE FREE DRAINING STRUCTURAL
<br /> 1" AT INSIDE FACE. � � �� _ \ BACKFILL PER GEOTECH FINfSH GRADE PER
<br /> 6. 35PCF SOIL PRESSURE HAS BEEN USED FOR CANTILEVER WALLS , � CIVIL/ARCHT �
<br /> NOTES:
<br /> � q .
<br /> � � � CONC FLOOR � � • FREE DRAINING BACKFILL SHpULD �
<br /> z Q <.,� � � � %I � � z w /,A /.� /` DRAWN BY F3MV
<br /> Z �,l � SEE ARCHT � �� CONSIST OF SAND AND GRAVEL SOIL � o
<br /> a- x L A T E R A L L Y B R A C E D � c,
<br /> � o,�,,,, �' H A V I N G L E S S T H A N 5 P E R C E N T F I N E S, _ „
<br /> �5 AT 12 OC (T & B)
<br /> "' �m m f �� • = W � � • SHEET DRAIN MAY BE FEASIBLE IN LIEU o � ' CHECKED BY lu�
<br /> � � � � � OF FREE DRAINING BACKFILL, PER � � �
<br /> r ~� I _ J' ��_- • ,¢ _ � GEOTECHNICAL ENGINEERS z
<br /> , ��'' � � � RECOMMENDATONS, � PROJECT# 'n�
<br /> � �4 AT 12' OC � "' � � z � FLOOR SLAB ; � _
<br /> �3 NOSING BAR (TYP) - • � � (WHERE ; • DRAIN PIPE SNOULD CONSIST OF � _ ____
<br /> � � � APPLICABLE) � � C�' PERFORATED RIGID PVC PIPE � • � • • 4) #5 CONT SET ISSUC DATE: �5/04/Z017
<br /> �4 UNDER EA RISER v' �T g� g�
<br /> .--� �,
<br /> �� _ � � r SURROUNDED WITH 1" DRAIN ROCK. EQ 8" EQ •
<br /> DOWEL HORIZ BARS INTO ���
<br /> � PERFORATED DRAIN PIPE 4 -� �I�Y �� �V����� SHEE-T TITLE
<br /> ADJACENT WALLS W/ 6" EMBED � z SLAB ON GRADE TT��'-'r � .
<br /> (SURROUND IN DRAIN ROCK) �������� ��� p����.�., "��r�
<br /> � ��:�,� �,
<br /> �
<br /> �2� �5 50H (PSF) 1" DRAIN ROCK r�.-raiy�,...+� v.��,,.,,S� FOUNDATIQN .�
<br /> �6„ PER GEOTECH SITE RETAINING WALL � 2 pw �-� TYPICAL DETAILS
<br /> FOR SINGLE LEVEL BASEMENT WALL SCALE. 3 4 = 1 -0 �`""`�y �'-�'
<br /> i �
<br /> � SHEET#
<br /> � PSM CONSULTING ENGINEERS, INC.
<br /> 2200 SIXTH AVENUE, SUITE 601 �
<br /> DRAINAGE DETAIL SEATT�E, WA 98121 S3 1
<br /> EXTERIOR STAIR ON GRADE DETAIL LOADING DIAGRAM FOR RESTRAINED BUILDING RETAINING WALL FORMED RETAINING WALL (/�
<br /> SCALE: 3 4" = 1 '-0" 9 SCALE: 1 4" = 1 '-0" 1 � SCALE: 1 4" = 1'-0" � � P: 206.622.4580 F:206.622.0422
<br /> � � � www.psm-engineers.com �
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