607 RIVERSIDE RD 2018 Plans 2022-11-02

�, �� AI� ATTC� N i�' � GRID GRID � � I I i FOR CALLOUTS ,, W COMMON i „�—CL PANEL AND CONT SEE/";\ � 1/4 i �G �.J SLAB AND REINF �Q GRID OR DIMENSION SEE PANEL E�EVATIONS i PER PLAN �� CL COL AND FTG a r C h I t e C t S � LINE i FOR PANEL TO SLAB � o� REINFORCING TILT UP PANEL � � i I BEYOND , i 2505 Third Avenue #4 SLAB DOWELS x 4'-6"AT GALV L 3 x 3 x% #5 BENT BAR AT 24"OC EMBED S u ite 324 24"OC-CENTER ON JOINT W/%"DIA x 0'-8" 6"INTO TILT PANEL W/EPDXY- � � Seattle, WA 9812'1 TILT-UP PANEL- 2" LAP 40 x BAR DIA WHS AT 18"OC AT CONTRACTORS OPTION, � i I . (NOT AT MAN CAST INTO PANEL W/2'-0" SEE PLAN AND � DOORS OR EMBED � 206.720_700'1 phone ELEVATION FOR TOOLED JOIN7 WINDOW OPNGS) � C� � I � 206.720.2949 fax REINF �� 2'-6" ., R=� � ,��.�Q I � I HSS COL PER PtAN FF ELEV � FF ELEV `�' � '�'`ti � � www.craftarchitects.com PER PLAN� PER PLAN� 12°TYP I I BLOCKOUT SLAB AS REQD AT HSS • � • \� � I i ( COL-GROUT SQLID AFTER � � . #5 CONT � x _`� � BRG PL 3/"x COL WIDTH I ( WSTALLATION 1/ � �Q � � � �UD � � 6LW/ 4N%"D A EXP BOLTS I ( . . CLR �" POUR STRIP � � OR SIMPSQN TITEN ND W/6 SAWCUT SLAB AT � � �� PARIMETER OF > � SEE PLAN FOR SIZE AND REINF � SLAB AND REINF #5 AT PANEL � ��`PE nP � EMBED-BRG PLATE MAY BE FOOTING � PER PLAN OPENING POUR STRIP � RQTATED 45-DEG AT G.C. � � c=i L 4 x 4 x%x 1'-0"AT 5'-0"OC CQMPACTED STRUCTURAL FILL REINF AS dPT��N I i � 1"GROUT UNDER COL � � (2'-Q"OC AT FOOTING-6'-0"BELOW �Qp PER GEOTECHNICAL a"CHAMFER �p 2,_�„ REQ'D — — � � FINISH FLOOR}W/(2}%4"fD EXP � ENGINEERING REPORT � • • � � I � • • ' ANCHORS MIN 8 EMBED AT 8 OC. TILT PNL BELOW OPENIN� � � ( •, '-N'' COVER WI MIN 3"GROUT OR ��"''�`�"� �' -""""�""' ` ` q,.., q.� q,..� p,-., p,..� � _..��_...�^;.��_.,w..t. `-� `--6 � � `--b M ... � � `-fi `-�iTOF ELEV � � CONCRETE(OR GAIVANIZE) �"`��"� �� I I � �� PER PLAN CONC APRON SLAB COMPACTED STRUCTURAL FILL Q CONC APRQN SLAB � � WHERE SHOWN ON E � �r''�- pER GEOTECHNICAL � �I I� �I I, W � E� '. WHERE SHOWN ON 1"GROUT UNDER PANEL-TYP CIVIL/ARCH T CK N � ENGINEERING REPORT W I�..�� 1 J..l I � CNIL/ARCH-THICKEN � TO TOP OF FTG � v v v v � � • . TO TOP OF FTG 2�� #3 TIES AT 48"OC TO PROVIDE � � � � SUPPORT FOR TOP BARS � - � a � � � . `� � � � . � .� � � � 2��CLR � . � . �. � � �, • �. �. . • . • • � • s • � � P�RPLAN P�R PLLAN � — � � � —G�-- � -i i-i i i-i i=i=i-i i i-i i i= -i — > a� � � � � • � � • REINF PER FTG � � �-I I I—� � �—'�t I I I _� � �—I i�— ' � � � , t , �4 � 4 � (6)#5 CONT � � ` � � �,, SCHED � ' � � Q W -- �,�, e SEE PLAN AND SCHED FOR SIZE AND REINF � � J . =1 I 1=1 I I�i 1=1 = � � =1 I 1=1 I 1=1 I 1=1 � M V � (,� • . PER PLAN COMPACTED STRUCTURAL FILL OR • UNDISTURBED NATIVE MATERIAL AFTERSURCHARGEPER TYPICAL DOCK DOOR GEOTECHNICAL ENGINEERING REPORT • SECTION SECTION SECTION 1 2 3 �� 1" = 1'-0" �� = 1'-0" 1" = 1'-0�� NorEs: � — � CONSULTAI�T � 1. G.C.MAY CONSTRUCT WALL I I � ■ USING TILT-UP PANEL I I � _ . CONSTRUCTION OR CAST IN I I EXTEND WALL UP _ � PLACE. I I TO GUARDRAIL I I HEIGHT WHERE � � 2. TILT-UP PANELS SHALL BE I I INDICATED ON � ' GRID MAXIMUM OF 25'-0°LENGTH WITH ARCH DRAWINGS "' I I Q TACOMA � SEA7TLE • SPOKANE •TRI-CITIES %"JOINTS.CIP SHALL HAVE%N � FOR CALLOUTS CL WALL AND CONT FTG VERT CHAMFER AT 25'-0"OC ( I IN COMMON CL COL AND ( � --%"CHAMFER,TYP � 2215 North 30th Street,suite 300 Tacoma,WA 98403 i � i SPREAD FTG 3. CONTRACTOR SHALL � � p CK W��F 253.3832422 TEl 253.3832572 FAX ww��ww.ar�,i.cam wea SEE� COORDINATE JOINT LOCATIONS I I SEE ARCH FOR . I AS REQUIRED I I CURB OR EXT FACE � (2)#5 CONT TOP HANDRAIL _ _ � OF WALL � HEIGHT-6"MIN/ �,,;�q. 2 �`��o R B��pJ, G R I D O R D I M E N S I O N � I 3.6 � CL WALL& � �'� �`' �°�� LINE � � � HSS COL PER ,p ( � PLAN COL `� � ( ( � � . FIN GRADE-ELEV ( i ��a z�ae �,�` VARIES-SEE I � � �� CONC OR �� 4 ��,s�TuiteL S�G� 1� ARCH/CIVIL � - -I- - � � ASPHALT PAVING CLR s1QNAL � ' ' I • • � PER ARCH/GNIL HSS COL PER - — — —� � � > P�,N FORCOLCONN Submittals Revisions: ' � -��II��—��„ • � #5AT18"OC � �� AND COL = HORIZONTAL #5 � CITY COMMENTS VE 5-10— 2018 i I GALVANIZE OR COAT �L PLATE Q � I W/ASPHALTIC I 1� w � FOOTING DOWELS AT 12 OC FOR �LA N � EMULSION WHERE i TYP � * � � RETAINED HEIGHT UP TO 4'-0"- ' � �� EXPOSED TO SOIL I =N� CONC OR u, INCREASE SPACING TQ 18"OC FOR � � i � ASPHALT PAVING � � CLEARANCE IS FROM I � � � �� RETAINED HEIGHT UP TO 2'-0" �" _ �'-�" THICKEST PANEL AT � �q I � i PER ARCH/CIVIL COL LOCATION(SEE M�N I �j (2)#5 CONT AT �� 2"DIA PVC WEEP HOLE . PANEL ELEVATIONS � I CLR i � � � �� FOR PILASTERS) � �� PO EOM OF 9 s AT 6'-0"O.C. � � � Y" - - .; � TYP (3)#5 CONT TOP AS ii � � � 1u GROUT SHdWN I UNDER COL I #5 AT 18"OC TRANSV CONT FTG I . BEYQND CONT � i I z ' REINF THRU I � ��4 � Q Z , � s { � + � I � � � PROVIDE 1'-0"WIDE LE� . TOF ELEV o N v AT EACH ENQ OF EACH PER PLAN BRG PL%x COL DEPTH - � � � � TILT-UP PANEL FOR Sheet Title: � � � P L U S 1 x A S R E Q D I P A N E L E R E C T I O N A N D w � ��J�� W/{4)%DIA EXPANSION LEVELING PRIOR TO . czi V �l ANCHORS OR SIMPSON TITEN � �I I=I I I— I — — FOOTING PLAGEMENT FOUNDATION DETAILS � � ( � HD W/6"EMBED � � g�� 7 2" '��—I I I- i�1=)I( (I� o"'.. • � . � . MU • . I (2)#5 CONT BOTI'OM- � — — — — — J 2'-$2'FOR RETAINED �Qte: 1/22/18 �j BREAK AS REQUIRED AT - - - HEIGHT UP TO 4'-0"- — I (— I I— TILT-UP PANEL LEGS 1'-4 2"FOR RETAWED D e s i g n: �H I��—��—��,—�� HEIGHTUPTQ2'-0" Qrawn: ` ' SEE PLAN AND SCHED FOR SIZE AND REWF 2'-0"x 2'-0"x 0'-8"CONCRETE LEVELING PAD EA C LR m 3 PR OR TO OOT NG PLACEM NTL M TE F ENT • • Praject No: 17-109;AHBL 2170746 � � WALL IS CAST IN PLACE � Approved: DLB � � � . o � r � • N Building No: �; SECTIUN SECTION � Q � � 4 5 � �� � �� = 1'-0" 1" = 1'-0" ■ "� Sheet No: � a � �� o a �� p COPYRIGHT CRAFT ARCHITECTS 2017 �a . �� o� �3