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-X- SLOPE WHERE OCCURS
<br /> ' IN OR BON�BEAM I 24 BAR I SEE MECH , I
<br /> 4d FOOTING, WALL I
<br /> � � D D � DIA, MIN �
<br /> 90" 45' 212" - ' SLOPE
<br /> SLAB
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<br /> 1.tl = BARDIAMETER SIZETOMATCH 4112"EM6ED-- ( � � ��
<br /> I � �� WALL PANEL E%ISTING SLAB-� CONNECTION TYP '�FLOOR DRAIN A
<br /> 2.WR BTANDAR� HOOKS AND BENDS�. T �� � � � TVP REtNF _ � / ON GRADE � �NEW 3LAB ON 6RADE Wl SEE d/B].10
<br /> 9�� 135° D 6d FOR#3 THRU pB ' , �� � � � ila (d 16"OC EA WAY, DW55 ,
<br /> V D 8d FOR p9 THRU N11 � MATCH E%ISTINO SLAB
<br /> D o CORNER �TVPREINP TOPOFFTO � ��., THIGKNE55 EB'IIASSOCIATEDBLVD
<br /> > = 3FORTIESANOSTIRRUPS TYP FLOOR DRAIN
<br /> � � 0 = 4dFOR#3THRU1k5 24BAR 24BAR I { 1 SA Bl11LDINGB, SUITEIOO
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<br /> 6tl C3 THRU p5 � .���/ eC? NOTES FOR VERTIGNL REMF SPUCE DIA, MIN DIA MIN � _. �.._ w _
<br /> 12aN6THRU#8 �K � REOUIREMENTS �� � ' � -�
<br /> w • - -- / � TRENCH �RAIN,
<br /> [9 � - - 1'-0" MIN �/ 1�4" MIN�I�I\}_1'-0" MIN - . � ��� SEE MECH
<br /> TIES AND STIRRUPS - -� �� •
<br /> � LL p TW TVP TYP SLOPE / 619PE
<br /> ._z_ -. o _ -_
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<br /> CLASS 'B' LAP� CL455 'B'LAP----, m I ........\ \....-TyP REIN�TCH � .�- a � ERT� � ON E%IST SUB WI
<br /> / � � � 12" OC- - SEEMECH SEEMECH
<br /> y . � � � f j� N ¢� SPLICEBAftS, i m ADHESNEANCHORSYSTEM T�6LAB
<br /> .
<br /> ,
<br /> WIRETIES �I �WIRETIES � � � ' PIPEINV -
<br /> 8 I f X PLANVIEW . ./� . --� SEEPLAN . ' .:. �.
<br /> � � CMU WALL . �. -' � ��IiI/{' • '' • �. '
<br /> � / �
<br /> � INTERSECTION � T�P REINF ELECT BLOCKOUT SEE PLAN-� FOR NEW TO (� SLAB i � � BZ NOTC ARS
<br /> � i CONNEGTIONTYP
<br /> OFFSETSPLICE LAPSPLICE LOOSELVPACKEDFlLL- - - / SEEAIS].10 ` g s . VERIFV 8"_ \-
<br /> � UTILITY PIPE OR CON�UIT� WI MECH (3) %3 CONT �
<br /> , TYP BAR BENDING DETAIL 2 CORNER REINF DETAIL 3 FND UTILITY DETAIL 4 NEW TO EXISTING SLAB DETAIL 5B TYP TRENCH DRAIN
<br /> -- _ _
<br /> S7.10 ara. = i,o. . . . . . 57.10 aia..= �`o. �57.10 - - _ __ _ _. . . . . . . ._ . . . . . _. . S7.t0 - . _-- --- -� - 57.10 - . . .
<br /> 3/B"- 1'-0" 1" _ 1. 0•• 3l4"= 1'-0" .
<br /> NOTE:
<br /> �;,� .- {E) WALL BEVON� VERIFV DOCK LEVELER
<br /> j PITBREW/SUPPLIER SHEARWALLATTACHMENT � - O i �SEEp�qN STUDWALL � - \ ~ � �� � �� BASEPL3l4"a6"x010 �
<br /> S'SLAB ON I � Ld%ix1/4 W/1/2"6 STUDS ����� WI (2) 5/e"0 HILTI
<br /> CENTER PIT ON �OOR COLUMN SEE PLAN
<br /> GRADE �` I / OPENING ALIGNFACEW/INSI�E
<br /> I�
<br /> p4 @ 16" OC EA WAY I I 1l2' PLYWOO�, SEE 51.11 FOR STUD WALL, � ALL
<br /> I I (E) PRECASTWALL-� � i- -- � "TYPEC �
<br /> I I BEVOND � (B12"OC (6SIDE6TYP) A 'q � � � KWIKBOLT
<br /> DOWELSTO (E)SL4B (�) � �WLSAT . DONOTWELDATIN6IDE SEEARCHFORFINISHES STELL6TUD3LLPLRN CONTBOTTRACKTOMHTGR- - ��i �#fOTEKSCREWEA5IDE ''� � TZUd�4V2" EM9E� � .
<br /> SEE ARCH - II II % (4 CORNERS i CORNER. REAR ANGLE � AT EA STUD (BNSE PL 3l4"z8 x0 10"TYPE B �
<br /> 8EE 4/S].10 � \ � / DEPTH AND GAUGE OF 6TUD � I 0 AT 61�6EE 12S].10
<br /> FOR STOOPS SLOPE i I � THUS p_0.. ' TO REMAIN INDEPENDENT W/(2) 0.15] 0 HILTI%-U �\ I � (1)k5 CONTTOP
<br /> SI�EWAIK � � \ O
<br /> TYP - ' .. ". % � ` W �. ".- :: � LONT BOT TRACK TO MATCH � 16"OC W/ 1 12" EMBED � (E) SLAB ON GRADE tl6 � j ' `
<br /> SEEARCHFOR � �
<br /> ELEVATONB (E) SLAB ON � �I I 3 E�4I8] 10 (���� � I �� V
<br /> � / / GRADE \ � �EPTH AND C3AUOE OF 3ND � � O B ON GRADE
<br /> � I I- . - / T/6LAB TISLAB . � / � W/(2) 0-15]"OHILTIXL �
<br /> z . �T � �l � . , �� � @ 16'OC WI 1 1R" EMBED i TI SLAB � �
<br /> �� o -� � � � � � � AT�EMISMGWALLONLV: _� � T/StAB � � �
<br /> � r � - 1 - � � ,. �. . . . - - - '�'' _I_ . PLANWESTOFDEMISINGWALL \ 2' ATEASTUDREWEASIOE � ; • '" � ��� ` �' � ��'f�� ` " .��. Z
<br /> 3 �` � �
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<br /> , � � y � \ TVP351DE5
<br /> 4 0�� � / /j I L� �.� T/FOOTING '�� . . 4 ,i �
<br /> � T/WALL U ' ' � m M (E) SLAB, FllL ISOUTION JOINT � (E)SLAB ON GRAOE 1'-6" � 1'-6" x 1'-0" GONT FTG � �
<br /> (2J#4 CONT-� � � � � � � 1 xPULL DEPTH 190LATION JOINT i � � � �
<br /> W/COMPRESSABLE MATERIAL
<br /> � � �� (2)#bGONT80TTOM COMPAGT901LBF10W �--� � FOOTING �
<br /> �(E) FDN WALL Yq DWL6 (8212 OC �� TI SLAB SLAB TO A MIN BEARING BEE 9/S] 10
<br /> 9AND OR ORAVEL�� DRILL& EPDXV � � pp pyy�6 � R" OC � x
<br /> CAPqCITVOF2600PSF � �
<br /> B" WTO (E)WALL TYP 0 S�DES 4 ' � �__
<br /> 2'THICK INSULATION� \ THUS o _ , � COMPACT SOIL BELOW
<br /> - p{• , THUS � SLAB TO A MIN BEARMG
<br /> ` (E) FTG � / ;i \� ��6„ � GAPAC�TV OF 2500 PSF � �
<br /> (E)TILT UP WALL� � �M5� 12" OC EA WAY I 1 I � .
<br /> 1`1 � ^
<br /> / v /
<br /> 6 _ _ UD WALL CONNECTION DETAIL_ _ 9 FOUNDATION WALL DETAIL ,o COLUMN FOUNDATION DETAIL � � -
<br /> s� FOUNDATION DETAIL S�'10 DOCK LEVELER PIT DETAIL ST o __ _ o �
<br /> 8
<br /> _ _... . $7.10 3u" _ $7.10 tl2"=
<br /> � 57.10 �n"= �'-0' � �
<br /> � � 0
<br /> 8" BON� BEAM W/ T� 8/O BASE PLATE EL C a � O O
<br /> � COL FOR ADD'L MFORMATION, SEE 9IS].10 (2)#5 CONT TOP � _. _ . - ! � � � N
<br /> �� �+-� �� �
<br /> BONDBRFAKER -COLUMNSEEPIAN ��� C ___ �' E�ANCHORS, �AMBSTEEL
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<br /> �
<br /> i � / (E) TILT UP WALL�. i � SEE PLAN � � El- 104'-e" SEE DETAIL Z W O �
<br /> ' NEW SL4B ON GRAOE � �� � r� `� -��2� p�yWOOD �� �" BOND BREAKER �
<br /> �
<br /> TO MATCH EXISTING - � � � I TYPIGAL ANCHOR BOLT DETAIL � -(E)TILT UP WALL � � (n � -
<br /> t SEE SiH FOR � (� �
<br /> i BASE PL3/6 r10 xd 10 � � SHEARWALL 1 12"� � 1 1/2' N � �
<br /> FOR NEW TO (E) 6LAB� \ TYPE A WI (4) 5I8" 0 � � 0 t� AITACHMENT i � � I INFILL SL4B TO � � W � � �
<br /> CONNECTION \ � HILTIKWIKBOLTTZ � . I V � � � L
<br /> SEE 6/5]AO W/21/2" EMBE�, � (E) SLAB ON GRADE MATCH EXISTING
<br /> _� b i+ SEE4/5].10 � �
<br /> \ 6EEiN5].10 � �� / -B"CMUWALLGROUTSOLID .-.--, e \ / (� SLABONGRADE � � � �
<br /> TI 6L4B T/SLAB I � � W/85 VERTS �40 OC �- b - � . e � � � � � � �
<br /> 1
<br /> z j . � .::� MSDOWELSTOMATCH � - - A E �a T/SLAB � .
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<br /> / -- - � ' O a I I i I I � REVI310N d DATE �
<br /> ��Q � � � � � � (E) FOOTMG� � � SIDES ��q � EQ�E� � x 6ASEPLL4 � -
<br /> I � o ">B'xi -2"WI - I �
<br /> �� 1 �SCRUBBERPUMP � ��q (2) 5/B"OTHREADED � �/0
<br /> �� r . , " � 1 (EJSLABON / A �� . . �
<br /> ' '�- SLAB9EEPLAN � ' 112GROUT-- � ' RO�eDRIlLBEPDXVW/ PermtlSet 1I2020 '.
<br /> COMPACT SOIL BELOW -� ���"�-3'-0"x3'-0"x1'-0"COL FTG � � '� GRAOE ' / T�'PE A N TYPE B ' - � USING HILTI HIT HV-200 �
<br /> / � _ I, I J H�HESNE W/6" EM9ED
<br /> SLABTOAMINBEARING WI(OJlIdEqCHWAY �r � � � �^ � �-
<br /> CAPACITV OF 2500 PSF r ,.ws`,� y�� � � �� . . , � � / .. TISLP.B '� -- � ,, ti. TIFOOTINO .__ f�i� ._ .._. _ THUS:
<br /> � , ^�, e ;;� . � . , � � �_
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<br /> � I I __I I I _ �. C ti m NOTE: -. _.`�- ` �_. � � �
<br /> - �i � I I E� � I J Ep COVER ALL STEEL E%POSED �
<br /> � � f�J'�N TOEARTHW/BITt1MASTIC -
<br /> ��- OMPACTSOILBELOW TypE � PAINT,2HEAWCOATS. --�V �
<br /> SL48T0200� PSFMIN � �
<br /> �
<br /> -
<br /> BEARING CAPACItt � "
<br /> „ COLUMN FOUNDATION DETAIL _ ,2 FOUNDATION WALL DETAIL ._ ,3 FOUNDATION DETAIL ,4 BASE PLATE & ANCHOR BOLT LAYOUT ,5 HSS CONNECTION DETAIL _ -
<br /> S7.10 vz. - �.-a.. � 57.10 in. _ r_a• . _ - ara._ �._or. . _ . _ . .. __- - . _. ._ . . _ _ . . . . . _ _
<br /> $7.10 $7.10 3/4"= r"o^ $7.10 12" = 1 0
<br /> \
<br /> �
<br /> ' INTERIOR SI�E T� �
<br /> \
<br /> I � \ I ,
<br /> �I 2"f yEQE�y OP�ENING OMRCONNECTIONiHIS � I I ������'-`� � � ���
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<br /> III 6" 3LAB WI#4� 12 OC �, .~ 4•• I I o ^� Z•' I I � W/(2)'12 0 THR ADED ROD6 �,
<br /> B+WA� ' �I �- I ORILL&EPDXYUSMGHILTIHIT
<br /> I I � O Z � I a L6x4xi/4n9-10 (8}4 0 OC �2^
<br /> . �OWELSTO E SLAB SIDEBELOWTOPOF � I I � HV200EPDXYWI4V2 EMBEO
<br /> I I � _ / v OPENING W�(Z) VZmTHREADEDRODS �8" SPA (OMITBELOWTOPOF �� '�q
<br /> I L4x4x1/4x0'40" @2-0'OC ' �PoLLSEPDXVUSINGHILTIHIT i � OPENMG) Y�r �
<br /> ��(351DE3), SEE 4/SI.10 ^ \ � I I II` HV-2W EPDXV W1412" EMBED I 4� ��% �'
<br /> � � � � (E) SLAB ON GRADE ��. �EI TILT UP WALL � � � � ��) � `- E TILT UP WALL W141 2�EMBED @6'BPA�VP � .. I (� 6" 6PA � Q, - �-
<br /> T/SUB . : .. . � hT/HS� - � . �, . . _ .Lbu4x�Ox0'-0�� 2'-0" OG � ��� . " ' A � � TO REMAIN THREADE� RODS DftILL 8 EPDXY � � ° il I /�SEE ELEVATION �� I �� � ������.�
<br /> � I HSS � � �
<br /> � m • . � HSg � � � - BEE ELEVATION I I � � �'u�'
<br /> �� / � �� TIOPENING ��'T
<br /> J 1 �F � I � STAGGERED TOP & BOT WI FOR ANOLE GONNECTION � �(2) 12"0 THREADED RODS / I �-- I I ° I I RS. �S'„�� ,` e3� �-
<br /> / � � H�V-200EP0X WD4� �ODS � 48' OC, DRILL& EPO%Y _� _ _ \ /� � �i I � S10NFL �' �
<br /> � hT/OPENING �I _� �� DRILL 6 EPDXV USMG HILTI SEE 20I6].10 � T/OPENM� 3 SI�ES - 5/29/20
<br /> ��� PL 1l4"x5"x0'-11" P � 4 ING HILTI HV 200 EPO%Y / I �/ � � _
<br /> 94DOWElS� 12"OC � I �� i �I EMBEDW/6"SPA 3/1B � I4112 EMBEDWl9 SPA T�'P� 1I<� I '-_� I - - - - -
<br /> � U
<br /> ORILLBEPDXV6" INTO i ryp � � � � - I I
<br /> EXISTING WALL THUS: p�.0" ' / ROVIDE TEMPORARV 3 SIOES II I�
<br /> , � - � LANVIEW Wx10"ACGESSHOLEAT ryp ��4 _ / : I
<br /> ANCHOR LOCATIONS II TEMPORARV ACCESS HOLE -
<br /> � . � I \ OOVER NOGE99 HOLE AND ANOHOR6 BEYOND I \ JOB NUMBER
<br /> � � �� PIACE SEE �gER HBS IN INSTAILE� gEE i&3].10
<br /> j �y AFTER ANCHOR3 ARE
<br /> (Ej TILT UP WALL �� _ _� _ ._ _, � -(E7 TILT UP WALL TO BE I �, PD5O'I3
<br /> � DRAWN BY CHECKEDBY
<br /> � \
<br /> ��y MAF RRP/BMS
<br /> (E) FOOTMG � Ii . � � SHEETTITLE '
<br /> 1/4
<br /> -� �- FOUNDATION DETAILS
<br /> ,6 FOUNDATION DETAIL ,� HSS CONNECTION DETAI_L _ ,g HSS CONNECTION DETAIL ,9 HSS CONNECTION DETAIL _ zo HSS CONNECTION DETAIL _ _
<br /> $7.10 w4" = r"o• $7.10 314., p_o,. ._ . . _
<br /> -.
<br /> $7.1� 3I4" = 1'-0" . . _
<br /> 57.10 aia•= r-o• S710 . ..3i4"- �'-°" SHEETNUMBER
<br /> S7 . 10
<br />
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