3530 COLBY AVE 2017 COCOON HOUSE Plans 2022-11-02 (3)

1 2 3 4 5 THICKENED SLAB FOOTING ADD(1)#5 DIAGONAL IN FOOTING. CENTER ON Z 3'-0"MIN. FOOTING STEP. � SECOND POUR FIRST POUR � 1/8"X 1 1/2"PREMOLDED CONT. MASTIC JOINT STRIP. (JOINT MAY BURKE"KEYKOLD" BE SAW-CUT AT CONTRACTOR'S SEE PLAN FOR SLAB JOINT. STOP REINF. 1301 First Avenue, Suite 301 _I I(-I I�- (��=1 I��— SEE PLAN FOR OPTIONj. THICKNESS AND 1"CLEAR OF JOINT Seattle, WA 98101 SLAB THfCKNESS REINFORCING EA.SIDE �j AND REINFORCING http://www.gglo.com SECTION AT x x x x x x x x x x x x x x x x x x x HORIZ.PIPE =I i I=t I I—t I I—I I I .U.=I I �, _ _�� D 0 I 1-""'� 11 i I i I I I �I'��'-"�� I I t I I II 1 II I I��T � I 11 ti'I i��I i .. - O IIl - ADD BENT BARS "' DO NOT EXCAVATE BELOW TO MATCH M I C H A E L N O U W E N S THIS LINE. LOWER SEE PLAN NOTES CUTALTERNATE SEE PLAN NOTES FOR S t r u c t u r a 1 C o n s u 1 t a r� t s TYPiCAL FOOTING FOOTING AS REQ'D TO 1=I I I-I�I=�I I=�I I FOR SUBGRADE REMAIN BELOW LINE. REINFORCING.LAP I I I-I I PREPARATION W�RES AT JOINT. SUBGRADE I PER SCHEDULE. -I I I PREPARATION 305 NW 178th Street 1'-6" � L� Shoreline, WA 98177 michael@nouwens-structural.com MIN. 1 CONTROL JOINT CONSTRUCTION JOINT www.nouwens-structura�.com P 206.546.8446 � EXCAVATION LINE —I I I—I I I—I I I—I I 1= 3 � FOOTING STEP �' � \��,, SLAB ON GRADE JOINTS � ADD REINF BELOW SLEEVE AS BOTTOM OF SLAB ON GRADE ADD REINF ABOVE SLEEVE AS HSS COLUMN PER PLAN �� ' L'NO Lst EA S�DE SHOWN;MATCH FTG TOP REINF SHOWN;MATCH FTG BOT REINF PER SCHEDULE SIZE AND SPACING. SIZE AND SPACING. �w � SEE ARCH'L FOR 4-#5 x 2'-0"CTRD ABOVE RELATIONSHIP BETWEEN AND BELOW SLEEVE. - � � 3/4"BASEpI x(COL WIDTH+ 1") PROVIDE#3 HOOP EA COLUMN AND STUD WALL(i.e. � � x(COL WIDTH+6")OVER 314" � . ,� SIDE OF SLEEVE,TYP. PLACE COLllMN TO I I LEVELING GROUT. PROVIDE 24644 � ACCOMMODATE FIRE RATING (2)3/4"A.RODS @(COL PIPE SLEEVE TYP. REQUIREMENTS I ( st�NAL� Ls EA SIDE } WIDTH+3")oc.EMBED BOLTS PER SCHEDULE � � 7". USE L-SHAPED BASEpI AT 3/16 � � CORNERS.(WHERE COLUMN 12-8-2017 � � DESIGNATED WITH ASTERISK � O (`)ON PLAN,EMBED BOLTS 15".) 6"WIDE CONC CURB PER ARCH'L. PROJECT: I I • " • • • x x THICKEN CURB TO 8"FOR 15" �� I I�I I-) I �� (2)CURTAINS OF(3)#4 TYPICAL LENGTH CTRD ON HSS COLUMNS. C Cocoon House Youth -i u_�(�_�� ��-„�-„ ( � STEMWALL REINF @ 6"oc EF o°� ��o�b SEE ALSO 8/S310. _ STEMWALLAND • CTRD ON HSS COLUMN. J ^ �O- - � -� _ - °� ¢ Center - Base Contract C WALL FOOTING � � , :I I I-1 I I_I I I_I I I_ I I-1 I L • � � O BEYOND. WHERE NO CURB OCCURS, LOWER HSS � o a � I BASEPLATE AND GROUT TO SLAB. a � #4 @ 18"oc V ' 2-#4 CONT. a, I x . . . x x AS SHOWN � SEE 20/S310 FOR INFO w ¢ � � 2'-0"CTRD ON SLEEVE ADD 4-#5 H IN THICKENED SECTION,TYP. � � � o�°° o o °o�o ��i�I I I=I I I=I 1 NOT NOTED. , �., Q � � � � „_,III,;,III„ LENGTHEN HOOP EA SIDE AS SHOWN. 2'-0'CTRD ON SLEEVE � o � - - - - - - � � � I I-1 I I I I— I i-1 I I_I I I_ S�B EDGE CROSS-TIES CAN REMAIN AT TYPICAL LENGTH. � � 2-#4 CONT EACH FACE OF � � � FTG AS SHOWN. • • • � . #3 HAIRPINS @ 8"oc. Q SLEEVE IN UPPER 1/3 OF FTG SLEEVE IN MIDDLE 1/3 OF FTG SLEEVE IN LOWER 1!3 OF F7G PROJECT ADDRESS: 5 Q ;IJ,�.,-�,�1=1 I =1�1=1 I I-J I I�1 SEE 15&20/S310 FOR INFO 5 =�� - I I I�I I I-1 I 1=1 I I_I I I_I I I_ 0 I��1�I� I I—I I ,�--�� NOT NOTED. ,�,11 I,�I I,_, 3530 COLBY AVE. � PIPE SLEEVES THROUGH AND ADJACENT TO THICKENED SLAB FOOTINGS ;�` HSS PERIMETER COLUMN FOOTING ��`1 LOWERED GRADE AT PERIMETER FOOTING EVERETT, WA 98201 � $ l-- 7 � 3/4"= 1'-0" -- - - 9 � � � ISOLATION JOINT OWNER: cl COL.&FTG. AROUND COLUMN. CENTER BOLTS IN CONC WALL. COCOON HOUSE 2929 PINE STREET ANCHOR RODS PER GENERAL NOTES EVERETT, WA HSS COLUMN PER PLAN. I i 0 OR SHEAR WALL SCHEDULE. 9$2O� 6"CONCRETE WALL REINF W/#4 @ 12"oc EW AND � � � 2-#4 TOP. EMBED VERT REINF Ldh INTO FOOTING 3/4"BASEpI W/(4)3/4" 3�16 � ( SLAB-ON-GRADE AND HOOK. AT HOLDOWNS,ADD(3)#4 DOWELS diam.A.BOLTS OVER 3/4" � PER PLAN. NON-SHRINK GROUT. � x x x @ 6"OC EF CTRD ON HOLDOWN. EMBED BOLTS 7". AT � � 1 1/2" oo -��I�I I=�,=I I • SEE DETAIL ABOVE WHERE WAL�HEIGHT IS o � ��- LESS THAN 12". COLUMNS W�TH � I TYP. ° � z ^ ��-��-l�� BASE CONTRACT PERMIT * c.� '� 5 12/08/2017 RESUBMITfAL ASTERISK( )ON PLAN, � ( I�I I I I II I�=I�Il=I I I I: Q � THICKEN WALL TO 8"FOR 15"LENGTH CTRD ON EMBED OLTS 15'. Q I � � -" w Q' f— HSS COLUMNS. SEE ALSO 8/S310. 8" •in a v x x x x x I x x x x x� Z 1 10/02/2017 ADDENDUM 1 � I � � � MARK DATE DESCRIPTION B �� ° ° �� REINF WALL W/#4 @ 12"OC EW x • �I I��I�.J I �� x x x x �t x CTRD. PROVIDE 12"LONG HOOKS • • • x x ... 1�I-1 I 1= • REVISIONS I I,=I I I= _ � ON VERT REINF. I a � o �� o �- - - - - - - - - - - - - o°� o o °°"� W a W i I 1=1 I 1=�1=1 � � � • • • • � � "'-111=11T 111-111=111-111: � I�I I-1 I I—I I— I j I I=I I I��1=1 I I I 1='I' I 1=1 I 1=1 I I_ � � REINF. PER FOOTI G ��( -��„-��,_,��;, � _ _ _ _ _ _ ' ' ' ' J SCHEDULE. SEE 20/S310 FOR INFO _ THICKEN CONCRETE TO FOOTING PER 19/S310 NOT NOTED. PROVIDE 3"MIN COVER FOOTING SIZE PER SCHEDULE AROUND STEEL BOLTS AND BASEPLATE. � 0 %�� HSS INTERIOR COLUMN FOOTING _ �� STEP AT INTERIOR F(JOTING '� \� CURB AT PERIMETER FOOTING 13 ; C 14 � 15 - - - _ � �� BASE CONTRACT PERMIT D 12/08/2017 RESUBMITTAL 24 C 10/06/2017 PERMIT SET #4 x � (� N PROVIDE MATCHING CORNER BARS AT B 09/22/2017 BASE CONTRACT BID SET STUD WALL PER PLAN W!ANCHOR 'oc RODS PER GENERAL NOTES OR SHEAR FOOTING CORNERS AND INTERSECTIONS WALL SCHEDULE. A 08/25/2017 DESIGN DEVELOPMENT (INCLUDING INTERSECTIONS OF THfCKENED -R--.�- SLAB FOOTINGS AND ELEVATOR PIT WALLS) Q SEE 15/S310 WHERE CURB MARK DATE DESCRIPTION ��°� o SLAB-ON-GRADE 5 OCCURS ABOVE FOOTING. o VERIFY ELEVATOR PIT SIZE �o° PER P�N. ISSUE INFORMATION �-i___ AND DEPTH WITH ARCH'L Q � �.��I I-I I I-� DRAWINGS. I I=I I I=�=I I� � ANCHOR RObS PER GENERAL NOTES #5 x 48 18"oc. 5 OR SHEAR WALL SCHEDULE. I�� J1=I I I--��- r— @ SEE PLAN FOR SLAB �"1"rI I � �� THICKNESS AND � � NOTE: PROVIDE MISC. SEE ARCH'L FOR REINFORCIN w PROJECT NO.: 2016030.00 � METALS AS REQUIRED BY WATERPROOFING 8"PIT WALL W/#4 @ 12°oc H � � p PRINCIPAL IN CHARGE: CONTROL JOINT <v o o ELEVATOR MFR. REQUIREMENTS CTRD AND#4 @ 1 2"o c V ( � P E R A R C H'L � PROJECT MANAGER: Michael Nouwens C° CTRD. EMBED VERTS 7" x x x x x X • x x x x x W OWNER APPROVAL: INTO PIT SLAB. oo�� OQ ° n� o � x x � A ' PROVIDE SUMP PER ARCH'L IN PIT • 0 0 • • � SLAB. PROVIDE 6"CONC.WALLS& :I I I-1 I 1=IL-I I I= ' ' ' i�I�I I�I I-1 I F _��,�(�_ ~ SLAB AROUND SUMP&REINF.W/ I-)I I=�I I-I I I= _ _ _ � ��-��,� - - - - - - �°� o o ��°�°�° � SHEE L #4 @ 12"EW CTRD W!MATCHING 12 ( � z -° - - - _ ° Q�/ CORNER BARS ALL AROUND. � � � �"'�I(_I(I-1 I I_I I 1=1 I I_I I_ W FOU NDATION . 3-#5 CONT.TOP& 1'-6"MIN WHERE NOTED � � �" � BOT. (4-#5 T&B AT 2-0' � SEE 3/S310 • • • • � E..� DETAILS 18"DEEP FOOTINGS.) ON PLAN AT STEPS 2'-4"EXTENT OF 12"MIN. TAPER TOP 2'-0" 6"SLAB ON GRADE U OF SLAB TO DRAIN Q a � PER ARCH'L. Q THICKENED SLAB FOOTING PER PLAN � i�� =1 I I-I�I I I=I I I=�f�j I I I-I I 1- E�BOW�#5 @ 16"oc SPREAD FTG WHERE OCCURS.4-#5 CONT T&B. Z SHEET N0. ELEVATOR PIT INTERIOR THICKENED SLAB FOOTING �� p o ; � C _ ,-,�-��„-'��,"��,"� �� ERIMETER THICKENED SLAB FOOTING c� � � � � � , Zo W S-310 ��-,- � �, � a m COPYRIGHT MNSC.ALL RIGHTS RESERVED. ORIGINAL SHEET SIZE IS 24"x36" , � 3 4 5