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WHERE H � <br /> � �, FOOTINGS. � I �� � � � <br /> . ___ BEAR R T . <br /> _ .._......_ ,.__-- ___- ---_ _ S ON CU B WALL, H�CKEN . ___ __ _.__ j __ _ __ . EXTERIOR WALLS. ��� <br /> _ , -.. _.._.._._ _ f <br /> D � � � ' ' ' i CURB TO 8' FOR 15"LENGTH CTRD' � � � (�� � I � � I � I ��� � i � <br /> , (zxs@ p <br /> ,�„ � � � � � i � P � � � � � �� � � �, 18"oc WHERE <br /> �� � � � 1 .� � �� ,� y ON COLUMN). � , � � � �� _ � ; NOTED ON ARCH'L). � �� � <br /> � % � � � � � SEE 19/S310 TYP� � � � �� ��� ,� ) �_ �� � � �.� i <br /> __ <br /> � <br /> /�� /� ,,.� , __ � <br /> �' ± r � /�� I I / q \ AT INTERIOR THICKENED � - � � I , 5 <br /> , ' <br /> � � <br /> �" ��� �� i i i � � i _ -a_ i i -''=-- �_ i � i i i � i � i_ <br /> � <br /> � ._ - � SLAB WALL FOOTINGS. � - -' _ � � _ _ ,-� <br /> � �. �-�,,_� � � � � _ � � � � � ; ,, /�v ,� � �� � M �CHAEL NOUWENS � <br /> � � <br /> i � �� ; ; ,- i' . � �� � , <br /> � - � �- , <br /> � <br /> � � _ � � <br /> . . . 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WHERE HOLDOWNS <br /> � ' I � � HSS4* � � � � � _ � � � F4.0 i i t f I t ;I cn � � F4.0 � E , s I I I OCCUR IN THESE WALLS HOLDOWN T D L• <br /> 1 �� HSS4 F3.0 F3.0 I I �' � � � <br /> � `-' � � 4 � f--� FTG18 I__ _1 �-_ I I- I HSS4 O HSS4 O � . . � � �I I I I i , S U S �,, NO <br /> � I ; I � I__ _1 � � � ' I ,, � . L__�_ f T -U �-----J : : 4 <br /> � � __� H S S 4 j H S S 4 r-�--� �-�� y -- �--� ---- -- ------- I QSHALLBE51/2 WIDE. <br /> - - -a--- <br /> 4 I <br /> �t � �...�.�.. ..�.�.�.__.�.� I I I f a.a�...�_�v�.M,�.-�-..._ I 1 1 ' ` �� 3 ,,. .,.. .. ._ ., , _:_ . _ � _ s . ,: � � �: <br /> � � ..:� � v ��....�...����,.tt � w_ I ! � I � /�,, ,�� ` � `C� <br /> � I, ; : � ;_; t`��.r. ..�_..e. I �----------- HSS4 -- - ------------------� : --� `-� ¢ _ '�, <br /> _ �_ _�- _- I I I I I � I �.,.� _ � 5 � <br /> r I � I r- L__� L_ -J �_ HSS4 L� J L ' J <br /> � - - � <br /> � O3I � I I � _J L_-J �_,__1 L-I I-� 5 + I I � � , �Z f � , - , �� : , � � : <br /> I I I r� i 3 I � 5 � SEE 13/S310 AND 4/S411 FOR DESCRIPTION N , <br /> ; . � � � . �3 F4.0 F4.0 � F4.0 � � F4.0 F4.0 � � � ' 5 � i �`_ 3 � FTG18 i --Y- --- SWD_1 B---- i2 . OF ASTERISK AT HSS COLS TYP,, � , � 2�� �,°j <br /> � 0 � �-- L----- <br /> _ _ _ , -y--�- _ <br /> :' ` � I O �I, W1 _ _ _ � � �: _ _ . . FTG18 �-- :; ,�_._.. � I �'L' �',�'.`�I ' <br /> � �: .. .<. . e.: � ...�. ,��r., . .�h <br /> �� � � ; � j � � � � �_ STAGGERED 2 x 6@ 8"oc WITH j ,� j HSS4 ' �� �� �_�__� .�I�, �.s.,. �� n,� �. <br /> FTG 18 � F3-0__ 2x� 3 I � . { �P57s � � , ___.�('� I ��-'r-�-r-a.. , <br /> . ., <br /> i i � O � � �'2x4ST__ + � "� s 3 � __� i�-_"-_1 SWD-3B- i____�l iI�T--5-- *� t� � � I 0 ,�� sI�NAL� <br /> ! 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I HSS4I � ; I I I <br /> _ �----J �-__-� � 3 ' � 7 I I I I-��l ;`� HSS4 � �l i � P57 _J I I I I � C <br /> � I <br /> � � I � I I � � � � I � I � , � I <� � � 2 � �.�._..,_�.u.�. I i <br /> C � � � i I I � � i i � � I _�� I i � �� � I I � � � � I � <br /> I _ I� <br /> , � I I � �__� 2x4ST � ---J � { I �' . . - -- � <br /> . � <br /> V , � � F4 0 F4 0 I �, � � : i j J � � L_� L { i � � ; I I SEE ARCH'L FOR EXTENTS <br /> � <br /> --� : � I 1---- �'" r � � � <br /> I � � � I�.,.,_,�-�-�^��� - ,� AND HEIGHTS OF 6"THICK i <br /> � < , <br /> , . O , _ _ __ , I <br /> � � �... _ , � 6 � <br /> _m.�,�...._ � , <br /> � � �� � , � � � � � <br /> q.� ��-�-, ��� ! � �� � � � 4' SIAB ON GRADE � � <br /> ' REINF � � � `'' � ���� � �� � ��� _____�J i 3 i i� � � CONCRETE CURBS AT � <br /> �-� -----+--- - - � ; i � . , ; , . <br /> ... . � <br /> � F3.0 = <br /> W/6 x 6 W1.4 x W1.4 WINR HSS4' � I ' ¢ � EXTERIOR WALLS WHERE � <br /> � T -- - -�-- - - -�-�+- � � c� {------- � F .0 I � <br /> D � - . - - - - - r - - - . g - -� , =3 SWE-3D j HSS4 � HSS4 I � F4.0 � SWE-3D � I I I <br /> I ----'�J �----�------- --------- r � � I � ; � , � cn � � � _ _ _ i I . , OCCUR. SEEALS015/S310 ' <br /> � ,,; --f. -1 �.� � � I � : I I � <br /> I - - .. e ; ---- ;------�------- . .. I i I � " I € �_ _--��___._�; ! I I '' ' I �., � I � � < ,�=/ i <br /> � F3.0 F3.0 I � I ' I <br /> � � � � � � b � i i � I m I � <br /> ___ ; <br /> ��-� �� � I � � � � � � r� FTG18 � � � ��� �----� � � \� I �� � f� � � � � ' � � ; � o �I '� � "' � ' <br /> 2 x 6@ 16"oc TYP UON � I I '� I oo I ° � � i �` � � �I �� I ; F3.0 � FQ.O c,� I �: � , g = �1 � � � � i i `� � : � c�n X I � I I d '� � � <br /> = I ' I c� I � x c� I I O � � � SEE DETAILS FOR STEEL � N I : i I <br /> AT INTERIOR STRUCTURAL � �. �- � � � i O � I : � g R I - I ; , ; <br /> ` I ` I � I : � �-�• � ���' � I = I o I I I , ; PLATESTOSUPPORT I I I ' �' -----� ! --------� <br /> STUDWALLS. : �-------� �tl �-----� � --- ---------�----- I I - --------- - --------� ` �--------- -- � �----- _� -' i x i i i �----� r; � PROJECTADDRESS: <br /> � I � � � i 3 I � HSS4 � € �ELEVATOR RAIL BRACKETS�- � � � I I �HSS4* F3.0 _ ,, . _ _ � y x I <br /> �...� y_...�. � I � ` . <br /> : _. , _. ��: .� _ <br /> m: � , , �. .� . ., ,� <br /> �� � : i i ; i i �_._ �� 3530 COLBY AVE <br /> ,�/-�- __ _ .�.��_�- _ <br /> � . , . . � .: .,.� , . _ , � : . . � _ .,_ .� - a. ,.� �..: ._� ; - _,._.�.. � ..,, <br /> , �� _�. <br /> - - - - - J--i- -�.�.,:.:.��..�.� <br /> � , _ .. . ._ , __W_ � .y. .; , --�- -_ - - - - - - ; --�,,� - �,- -- - - - - -- - - - - , E EVERETT WA 98201 <br /> 5 /� n <br /> ( 11 I ° � F2.5 -3A �I �Q., , ' SWC-3A-X� 5 LHSS4 J F4A � �_..�_J �L 12' WIDE THICKENED SLAB EDGE �-%/ � <br /> -- ' <br /> ' � IND CAT SHOLDOONGATION SW1 � SWC /� ' F3A I � ' �'� I F5.0 � SIM TO 20/S310 EA END OF <br /> , T � , /� ( I <br /> OLERANCE PER 18/S413. , i , i �� 2 i , ; i O i i i i i � i BREEZEWAY. � <br /> `�J = EXTERIOR APA SHEATHING AT THIS � , � F3A I , <br /> ' ' OWNER: <br /> � ' FLAM BLOCK. SEE ARCH'L. � SWB-1A `� SWB-1A � - HSS3 - - - - - <br /> � , STAIR ALt LEVELS SHALL BE LP ' F3.0 <br /> j'� � -r � - - - - r LL �_ - AT THIS FOOTWG,PROVIDE TOP j� ' <br /> ' I� � i 1 TYP AT SW � , ' ;; , i ' ' � , ,. ---- � - -L--,... , . ' -�- .Y --� � <br /> i� F2.5 i, _: F a ;, .� _, ,., ;. �., .x r ,.,: -�- - - - � .. . REINF MAT TO MATCH BOT- - F � <br /> . � COCOON HOUSE <br /> � � � SWD-3B � s � _ _ � �`-, �: -- ' �-- --- ----------, �_� L_ -----� ¢ � � REINFMAT. �i� 2929 PINE STREET <br /> � O� y__-_-__� _a _�� � <br /> G £ _ , � , ; � . . _ � . � i � , � i i Ps7 � � P5� i � ' i, � EVERETT, WA <br /> ��� � � � - --� ��- - - - - _ , � ,� _ _ _ � ;� � <br /> � �.�,��..��...�w�.�, �._a_�. � � .. ° � <br /> � �� _ _ _ � � 3 HSS4i : " � <br /> , <br /> ' � � ��� � � ; I ' � I � �� F3A ��, � � � 9820� <br /> O � � <br /> : �----- - - - ------� � ---F2.5-� ; ( = I � <br /> � � � � 1 ��� I i I ��� � � i � i � � i '� � � � i i � � � � <br /> ' SEE 3/S310 TYP ��� � � , F4A � AT L1 INTER�OR STRUCTURAL WALLS, , � �� L_______ �_____-_____ _ � �� I � � I � , i � <br /> � I I ' I I � � � i �' � I � j I �� � � � <br /> WHERE FOOTINGS STEP. I I ' I I I PROVIDE SHEATHING ON AT LEAST ONE SIDE ;; I ; <br /> ------�- ' � <br /> : � ` OF WALL PRIOR TO UVE LOADING OF UPPER FLOORS ° �-- -- - � -- 1 � � �-''��� I � I <br /> � � I � I , ( i I � i i i�� � i i i � <br /> � I c� I I I ' i AND ROOF. AT SHEARWALLS AND EXTERlOR WAILS, ;: � f i � ` 2 x 8@ 16"oc TYP , I � i <br /> , _ <br /> . <br /> _-- -- - <br /> � � I � I � I o I � ,' � PLYWOOD SHEATHING SHALL ALL BE IN PLACE, � � � I �� AT MULTI-PURPOSE STUD WALLS. � � � � � �� � � � <br /> �, I I i � I � - � <br /> , „ <br /> � � � � �� �------ -� �� I w I = ��� � � � � � � �� �-- -- � � I ��� � � � � � � C�'�"� �-�j �� � j �� 5 12/08/2017 BASE CONTRP,CT PERMIT <br /> ---------- �- - _ ' � HSS4 � �' r � � �- � � � � �: �' � � � j RESUBMITTAL <br /> .� <br /> �� <br /> � � <br /> - - - - - - - � : �.._ <br /> _ � , m ��� - - -�- - �� <br /> I <br /> H - - _ , �, <br /> ` �� �� /a� 1 �`� � � ' ' 2 10/09/2017 ADDENDUM 2 <br /> " ---------- ; <br /> � �' � <br /> r-_ -i � � ( � � i i i i' ¢ I i i i � I °° i i � I i <br /> ' I � 14/5310� I I I ; � I � AT DESIGN-BUILD SUNSHADES ALONG SOUTH 1 10102/2017 ADDENDUM 1 <br /> I� - Q � I I I cn ! I <br /> ' I � .%� I �: I I ` F4.0 I � I ELEVATIONS, PROVIDE FL311 BLOCKING <br /> � � � � I I �' MARK DATE DESCRIPTION <br /> B I � �"� I ' I I � , ' - �' � BETWEEN STUDS AT SUNSHADE AND , <br /> � ; � � i - i i i � i � �: I i i i I � � � ----_ <br /> ' , � �5 I � � � L, s I � I � - � TIEROD SUPPORT LOCATIONS. PROVIDE ' B REVISIONS <br /> � '�, � � i � � �- COLUMN CALLOUT,TYP. ' ' '' ' I � .. I , I <i A35 CLIP T&B EACH END OF BLOCKING. <br /> , ; ' I I ,; I I ' ; � <br /> , � � I � �, I ! I � 1 ��� i i j SEE SCHEDULEJ � t� ,' i � i .� , � i i i � � � i i � � �� j i <br /> �� � � L------ --1- J I_ _J '� P_' I � <br /> ' ----- -- <br /> � .: HSS � I ; <br /> i� � � � � I �}� <br /> � � ,. -� �.;_,.. >����,. �..m � � .,.x � �� 4i i� � � i i ���� � i i i � � i i � � �,/ � ��� <br /> ; , <br /> � I � � <br /> :: I ` <br /> - - - _ <br /> - - - - <br /> - - - - <br /> ,, <br /> � <br /> � ; � � 3 � � i I � � " j i � j a � i <br /> i <br /> SWC-3A � - � <br /> = --- - <br /> ; < 9/S310 , � O F3.0 � ! ° �------------ '----------J , --------�----------�------------� m � I �l <br /> , , � ��., � ,� : � O � � � � � � � � � <br /> A <br /> -�`� FOOTING CALLOUT TYP. <br /> : LOWER SLAB ELEVATION W 5 ` � ; r. ;_,.;T .. ; . , . . ._:. : . , ..., , . , � ;: ,. ;,.- �. .:,. . ,�:�t- , � ._.,- . -. .:-.:�.. .__ _ U' - - - - - - - <br /> ' THIS ROOM;SEE CIVIL FOR � � I � ! Q � ' SEE SCHEDULE.j ' <br /> ; - . _ � -� K <br /> ^ 1 <br /> _ _ N . <br /> - - - <br /> � � _ � � � . � - <br /> , � � � � � � � � � ; - - <br /> SLAB ELEVATIONS TYP. SPACE �x8 @ 16°oc STUD WALL TYP WHERE� ' SW1-A <br /> _��1. ,� _ � ', a <br /> STUDS @ 12"oc TYP AROUND DBL STUD WALL LOCATED ; I ! � , # _ I <br /> ` i <br /> ; � � <br /> , THIS ROOM. -!---- �2 ' : , � �,.... __ .J... �\ I I <br /> ' TRANSITION. :' ' INDICATES N0.OF 2x6 STUDS � � ". ; i �-.o�,�...��....�.�.....a......�.. .............t».........,. .� i i \\ \ .� i � i i = ; _ ._ i � � � <br /> i ABOVE. SEE 7/S412 FOR _ f � �,, <br /> _ � : _ _ _ ,, `,. ' � -- -- ` ' I <br /> ; . < ; . � �,� �, - - - --- -, <br /> i � , AT MULTI STUD POST TYP AT r " I 1 � \ ' SEE 20/S310 TYP AT � , <br /> TYP AT ALL LEVELS: STUDS AND BLOCKING � BEAM BEARING LOCATIONS. i ,; . , � `., �, � <br /> AT SHEARWALLS SHALL BE DOUGLAS-FIR , , \ � ��'� BASE CONTRACT PERMIT <br /> � � i PERIMETER THICKENED ; � i <br /> � � • � SEE ALSO 2/S410 AT BEAM � � ` ' � � � ' ` D 12/08/2017 <br /> PER GEN STRUCT NOTES. , � �_ , , . ,\, . \� ' SLAB FOOTINGS. � � - ` I '' RESUBMITTAL <br /> OCATIONS. , <br /> \ � . _. � BEARING L , � � ;: _ • I C 10/06/2017 PERMIT SET <br /> ' <br /> � � <br /> � <br /> : , ' \ , i \ i i i i i � i i i i i � i ;' . . > ----�- i <br /> • . �� � ,.,\ ,. � � ,, ,� \ <br /> ' � <�i i � \ �. . I � , � ,' . , � B 09/22/2017 BASE CONTRACT BID SET <br /> ; , �I I , �. � � , , �....o...o...�. �.......a..... ..,m�����.� �a��,.............a.....�. , ..�,....�.,.s....d.,.a«.....,.. .� . , I <br /> ` `. . ; �� � I.. �� �� �, . � � �� � � � ..�.. ...�.., "t�x a.��. '�. � � _ � � <br /> 1. � � <br /> FOUNDATION PLAN NOTES v J A 08/25/2017 DESIGN DEVELOPMENT <br /> � <br /> i i I � � �� '� � �� � - �� ', � i - i i i i i � i i i � i i � <br /> � .�j � �j � '��,� � � '� �_ A �� � , � � � - <br /> _ � <br /> I � �\ � �. � A \ V �. '� V •, �._� � �� �, ��� ,�,�, � ' � ; � � <br /> ( ; <br /> � F OTING SCHEDULE,s. %�wFA�g�tt��u a�m�a <br /> _ - __ � . I � �� ' i � �s..u� i i ' MARK DATE DESCRIPTION <br /> ' � ' SHEARWALL TABLE (I'@f'I8/S41 O� � i � � i i 1. SLAB ON GRADE SHALL BE 4"THICK WITH 6x6 W1.4 x W1.4 WELDED WIRE REINFORCING AT CENTER, UON. PROVIDE VAPOR RETARDER PER ARCH'L BELOW SLAB <br /> AT INTERIOR SPACES. PREPARE SUBGRADE AND PROVIDE FREE-DRAINING GRANULAR FILL IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. SEE ISSUE INFORMATION <br /> MARK � FOOTING SIZE i REINFORCING ; COLUMN SCHEDULE ARCHITECTURAL PLAN FOR SLOPES AND ACTUAL ELEVATIONS OF SLAB. FIBERMESH 300, USED IN STRICTACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, <br /> � � � MARK iLEVEL ; LEVEL LEVEL i IS AN ACCEPTABLE ALTERNATIVE TO WELDED WIRE REINFORCING. WHERE VAPOR SENSITNE COVERINGS ARE TO BE PLACED ON SLAB ON GRADE,SEE S01Q <br /> � � 2 3 F2.5 i 2'-6"SQR x 1'-0"DP 3�#5 EW BOT � MARK i COLUMN (CONCRETE-FINISH MATERIALS)FOR ADDITIONAL REQUIREMENTS AT VAPOR RETARDER AND GRANULAR FILL. I I 2016030.00 <br /> PROJECT NO.: <br /> � � � SWA � W6� _ _ � ' ' 2. PROVIDE CONTROL OR CONSTRUCTION JOINTS(PER 4/S310)IN SLABS TO DIVIDE SLAB INTO RECTANGULAR AREAS 225 SQUARE FEET OR LESS. AREAS SHALL BE - - <br /> I I P57 51/4 x 71.8E PSL APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT. ' PRINCIPAL IN CHARGE: <br /> F3.0 3'-0"SQR x 1'-0"DP 3-#5 EW BOT � � � � <br /> � PROJECT MANAGER: Michael Nouwens <br /> SWB W4 - - 3. FOOTING ELEVATIONS SHOWN�N THE DETAILS ARE FOR CONTRACTOR CONVENIENCE AND BIDDING ONLY;ACTUAL ELEVATIONS MAY VARY 1N THE FIELD. FINAL ;� ---- <br /> HSS3 HSS 3 x 3 x 1l4 W OWNER APPROVAL: _ <br /> F4.0 4'-0"SQR x 1'-0"DP 4-#5 EW BOT ELEVATIONS SHALL BE DETERMtNED BY ON-SITE VERIFICATION BY THE GEOTECHNICAL ENGINEER. <br /> SWC W3 W4 W6B � <br /> A 4. REFER TO MECHANfCAUCNIL DRAWINGS FOR UNDERSLAB PIPING. FOOTINGS MAY BE THICKENED TO AVOID CONFLICTS. SEE 7/S310. A <br /> ; � HSS4 HSS 4 x 4 x 1/4 �- <br /> SWD W2 W2 j W4 F5.0 I 5'-0"SQR x 1'-0"DP � 5-#5 EW BOT 5. STEPPED FOOTING LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. MINIMUM FOOTING DEPTHS(BELOW SLAB AND EXTERIOR GRADE) � SHEET TITLE <br /> � i INDICATED IN THE DETAILS SHALL BE MAINTAINED. SEE 31S310 FOR DIMENSIONS AT FOOTING STEPS. LEVEL � FOUNDATION <br /> SWE 2W2 2W2 � W2 HSS4* I HSS 4 x 4 x 3/8 W � <br /> ; 1. FOOTING SIZES ARE BASED ON 3,000 PSF ALLOWABLE ! 6. PROVIDE(2}BEARING STUDS MINIMUM EACH SIDE OF OPENINGS AND EACH END OF HEADERS AND FLUSH BEAMS ABOVE, UON. SEE ALSO 2/S410. � <br /> BEARING PRESSURE. O.. � p�N <br /> I SWx SHEARWALL MARK PER THIS TABLE. LINE 2. WHERE SPREAD FOOTINGS ARE LOCATED AT 7. SEE 16/S410 FOR STUD TO STUD NAILING AT ALL SHEARWALL ENDS AND INTERSECTIONS,TYP. � ' <br /> V ' <br /> �-� L E V E L 1 - F O U N D A T I 0 N P L A N 3x INDICATES SHEARWALL EXTENT. NUMERICAL PERIMETER WALLS, PLACE BOTfOM OF FOOTING 18" ; <br /> � CALLOUT(1A,3A,etc.)INDICATES CONTINUOUS MIN BELOW ADJACENT EXTERIOR GRADE AND PROVIDE <br /> � i 1 � -- ROD HOLDOWN RUN EACH END OF TURNED DOWN SLAB EDGE TO TOP OF FOOTING. 8. SPLICE TOP PLATES PER 1/S41Q TYP. � ; <br /> � \ j 1/8"=1'-0" S H E A R W A L L. S E E 1 8/5 4 1 3 F O R H O L D O W N 3. W H E R E S P R E A D F O O T I N G S A R E L O C A T E D A T E X T E R I O R ' <br /> � `�_/ „ 9. SEE 9/S410 WHERE PLATE OR STUD NOTCHES OR DISCONTINUITIES OCCUR DUE TO PLUMBING,SPRINKLERS,WIRING, ETC. Z I SHEET N0. <br /> TABLE. COLUMNS, PLACE BOTTOM OF FOOTING 18 MIN BELOW ; <br /> � ADJACENT EXTERIOR GRADE AND PR�VIDE 12"SQUARE 10. VERIFY DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DO NOT SCALE STRUCTURAL DRAWINGS. U I <br /> a CONCRETE PIER BETWEEN TOP OF FOOTING AND �-� � O <br /> � I COLUMN BASE. W <br /> � ' � � <br /> al <br /> � I Q <br /> a I m COPYRIGHT MNSC.ALL RIGHTS RESERVED. <br /> ORIGINAL SHEET SI2E IS 24"X36" <br /> � � 2 3 i 4 5 , <br />