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J Ll�I�I�). <br /> i I �p��, <br /> ; i #� �1 Ge7° �3 <br /> � ` ���Y 1 C�NTAA�TO�'r0 V�Y TI�T�i�.ATK'�1 A110N RAA�IC� �A�LL�T1�iV MAT�L3 At+D�►T100d N�'ALL� = 5322 <br /> � � � � ;= REGISTERED <br />. ; ..� �lCH TWAT T'h�Mi4f�C��Y A�� � �' GHITECT <br /> ' ` = 2�"i'�41�.A1°fOiV �,'I'1�8��, � PfC�3 T'O A `TY� R V�L�C�,��JL�`TIOP1 l�A�► �. � � � � <br /> � i � 3.�TWO U� N�L,+�lf�C9���AA�� ,T� .d� 73� � �°���T�A . � � ',�c a 1,�'i`� <br /> � SBC 2012 i A <br /> , i , GA �'ILE: N0. WP 1049 , 4.A �►L Pl1i'rY P�'I�� !V� ,� AT ALL � � <br /> , NR (NO RATING REQUIRED) MAR�: N��SKY� - <br /> ; FIRE TEST: UL R3501, O�NK12955, 7-18-06, UL � W'4�- �� STA v'� �SHIN��`ON <br /> � � <br /> SOLID CONCRETE PER FINISH PLAN � -- 2" RIGID ; <br /> � DESIGN V450 <br /> ; EXTENDING 2'-0" � <br />� E <br /> t <br /> �6 <br /> .\ <br /> .•� <br /> � „\ � �` <br /> �\, °\... -x''� ����.. �°.� ,.�� � ,� >� .....y ..� � �\ � _'`� � �•�� �� <br /> � �e �� e��� ....�. �we ...w � <br /> ; J UNDER HEATED � ' w � <br /> .,�.�-� ��..,,� � � � N . <br /> � <br /> ��w��- � „�� : a= � � <br /> �,�. �...u.,,.. �..,,w.<„�' �m�.w ��....�.s'"' �,-�.�.,�" Ati,.,.A�•"` ti�,,.,�w`"�� ..... .. ......� �� ��., �.. �.. �.. `�..-F` <br /> ; <br /> SPACES ' <br /> I STRUCTURE: SAND/FILL I STRUCTURE: <br /> SLAB ON GRADE PER STRUCTURAL T� � 2 X 4 WOOD STUDS � 16" O.C. WITH 3Yz" �11NERAL OR FIBERGLASS SOUND 3�/g" FI�ERGLASS SOUND PROJECT: <br /> f J j— CONCRE7E SLAB ; INSULATION INSTALLED WITHIN THE STUD CAVITIES. <br /> � BASEMENT LEVEL / i ATTENUATION �ATT ------------------------- ------ � 5/s" TYPE 'X' INTERIOR <br /> , UNDER SIDE: �� � ; PER S7RUCT. GYPSUM BOARD <br /> COMPACTED EARTH COVERED WITH FILTER FABRIC WITF� 4 OF 1 t i FINISHES: ENI�1�1�10ED <br />, COURSE FILL ON TOP. COVER FILL WITH DRAINAGE MATl' ° � i � SIDE 1: (2)- LAYERS 5/8" TYPE X GW� ATTACHED TO WOOD STUDS; BASE LAYER 2X4 WOOD STUDS —� ��R V IC�� <br /> i FOLLOWED BY A 6 MIL. MiN. VAPOR RETARDER WITH SEAMS � ''� J��v; � � ATTACHED WI7H 1-1/4" TYPE S STEEL SCREWS C� MAX 8" O.C. BASE LAYER � 16" O.C. <br /> ' H�GHRLENDEWRAP U DIER �HEATEDUSPAC SG A D�q OMP�RA�LE ° � p / b I INSTALLED VERTICALLY. �\ F�CILITI�� (�SF1 <br /> � �� ' � \ \ / <br /> i ; CONVENTIONAL WRAP UNDER NON-HEATED SPACES. 2 OF � ; SIDE 2: 5/8" TYPE X GWB; BASE LAYER ATTACHED TO STUDS W/ 1-1/4" TYPE S � � RET�IL <br /> ' RIGID INSULATION EXTENDING 2'-b" FROM EDGES UNDER SLA� ` " � <br /> ; �--.�-=--- - = -= _ �-`�,- = ' DRYWALL SCREWS � MAX 12" O.C; FACE LAYER W 1-7 8" TYPE W DRYWALL av <br /> � � / / �� r � . �-� _ '_ <br /> I UNDER ALL HEATED AREAS OF �ASEMENT LEVEL. 2" OF f , � � r � , SCREWS � MAX 12" O.C. BASE LAYER INSTALLED VERTICALLY. � ���� - , � � ; ��`; r ,�{ �,�; <br />� [ � �.� _ . � 1 � i i" �, ,j �� , � ; r 6502 EVEfZGREEN Wi�Y <br /> SAND FILL IN ALL OTHER AREAS OF SLA�. _t_� 7 —r - 7 n 7 X _ � � 1 , 1 � t ` t . � �� � ! ` ( � l � ,! t <br /> ' --- � � <br /> - � �' �� i�--.-,-.- � FIREBLOCKING: <br /> _ i ;.�_._.: EVErzcfrfr, wf� �g?o3 <br /> - E TOP SIDE: � �i���; � ;'�t`�`'��� , E�� , � �--� ; � FIREBLOCKING SHALL NOT EXCEED 10 FEET IN ANY DIRECTION. <br /> � EXPOSED CONCRETE. SEE FINISH PLANS. i � <br /> i BELQW GRADE I UNDER SLAB 5 �► > > <br /> I BELOW GRADE � VAPOR BARRIER � GYPSUM �OA DTERIOR ����� � <br />• SOIL � /� /� <br /> i COURSE FILL ---� C 1 �S�OC�1 1��5 <br /> � � F1 SLA � ON GR AD E � W8 1 H R I N SU LAT� D ,�RCHI-rECTs, INc. <br /> E A603 �"_�,_�„ � A601 WO�D. ������—�� 2000 - 116TH AVENI(E NE <br /> i [ <br />� � —�---- V��l�� 1 <br /> [ t � <br /> I SBC 2012 ', I S�C 2012 IBC TABLE STRUCTURE: BELLEVLIE, WA 9800'k <br /> � � � ! LOAD BEAFZING 721.1(2) 8" OR GREATER CONGRETE 4�AL�. '�25.637.0831 <br /> j 2 HR (1HR REQUIRED) � - CONCRETE PT DECK <br /> i 4HR SOLID CONCRETE ITEM 4-1.1 <br /> � POST TENSIONED CONCRETE �'IRST FLOOR 1 � PER STRUCT. i <br /> � ' �ONCRE7E WALLS FAX.637.1878 <br /> (HEATED SPACE) I � (1 HR REQUIRED) INTERIOR SIDE: /� <br /> 1 ! 1" THICK R-6 RIGID INSULATION. 2X4 WOOD STUD� (� 16" i PER STRUCT. <br />. i � I i SEC 2012 O.C. WITH R-13 BATT INSULATION AND �" TYPE 'X' GYPSUM t� NOTE: <br /> ; a ; � WALLS, �ELOW GRADE: WALL �OARD AS FINISH FACE. EXTERIOR / 1. ARCHITECTURAL DRAWINGS ARE <br /> � n �. � WOOD STUDS � R�13 � R-6 CI THE PRIME CONTRACT DRAWWGS. <br /> f � UNHEATED SPACE <br /> � , ,� ! � � CIVIL, LANDSCAPE STRUCTURAL, <br /> � [ � � ;,� v ' MECHANICAL, PLUMBING, <br /> I � <� � ;� ° � ! ELECTRICAL, AND FIRE <br /> STC 57 IIC 58 <br />� � 4 � 4+ ���, � �� (� �'� � 1 ;' € L � : � ;� �G CO�JUNCT�ION WITHL ARCHITECTURAL <br /> � STRUCTURE: � \ � 1� �l `\ � � � � J �� �� �•� � ,, � � ° " DRAWINGS. THE GENERAL <br /> . ' f'OST TENSIONED CONCRETE SLAB PER STRUCTURAL. � I ; F � I � : y i� � ,' `� � sz <br /> � � � , ,, NS AMONG <br /> .� � � �. � � v......,, ...:, ,,... , €.....v.............., <br /> � _. _ _ � _ �. � _ �% � _ � .... - - <br /> ._._.....,, \ ... ....._.. . .. <br /> .. , vw......, . ....... �...,,, <br /> s��b. <br /> �...w s� �..��� �,....�N �_ �, �,___..� �,,.o, ,�,y.�. :�.,.�x ���s� ��,...�,SN� _ os� . ., :_ .. <br /> -----�----;�----- f �� � � � ; , � � �� '� � . AL��DRIAWINGDIMANYIO <br /> j UNDER SIDE: ; (� � ° � t � t , , , ; , , �, <br /> � I R-30 INSULATION, i � � ; � � `+ � �+' 1 1` I __ _ ( ;_ DISCREPANCIES, CONTRADICTIONS, <br /> UNHEATED SPACES IN BASEMENT BELOW HEATED SPACES ABOVE: R-30 BATT � � _ � - - �_-_=� --��> \--__.- <br /> �... <br /> � INSULATION WITH VAPOFt BARRIER ATTACHED TO FACE OF BATT'S. ALL SEAMS VAPOR....��;���,�"��"����,..•��""'����� ,j SEMI RIGID � >d° ; OR OMISSIONS SHALL BE <br />� 1 MUST BE TAPED AND SEALED TO CREATE AN AIR TIGHT �ARRIER. BASEMENT LEVEL � � MINERAL WOOL. � � W�A: AT BELOW GRADE LOCATIONS ADD WATERPROOFING PER W10/A603 i;`' INTERIOR \ � REPORTED TO THE ARCHITECT FOR <br /> � (UNHEATED SPACE) �VAPOR BARRIER � 2 � �� � ---- 1" R-6 RIGID RESOLUTION PRIOR TO PROCEEDING <br /> TOP SIDE: a,� ATTACHMENT PER � , \ , ,,.�..•°``` 2x WOOD STUDS � WITH WORK OR FABRICATION OF <br /> � : �, �, .� �, ....�.. ��..�{�,... .���ww�.w� ...�\..M `��..... ��1.w.w�....��..m..v.��.�\....... ' C� 16» <br /> � � �".�,. a�°s �b...w� �� �� .�... ....v. ....� � THE ITEM S IN QUESTION. <br /> "" � FINISHES PER PLAN. MFR � 0 C � <br /> I [ ........ ..,, .............. — <br /> Y . ....,............... ..,3..e. ,.....'�` <br /> ' ' R 13 BATT 2. NOT A FULL SIZE DRAWING UNLESS <br /> ; ..�.a.v..v.v.����.�`''�'�.,.�.��~..����..a.a.�}`'` € » ,� <br /> ; � INSULATION PRINTED ON 24 x 36 SHEET. IF <br /> � i THIS SHEET IS NOT 24" x 36" <br />� i E <br /> THEN IT IS NOT TO SCALE. <br /> � F2 1 H R � P . T. D ECK a � N S � LAT! � N � ELODU. ; Wg 1 I� R I N � l� LA �ED : � OI� C - <br /> � ' A603 1 =1 —p' A603 � 1 V 1 � 1 <br /> € ,� , , <br /> w........ ` ...... �» �,00» <br /> µ.� .. .�. .. �._.._...�„ ��........., .................. ..., .�.�._......... . — <br /> , , _....... ...... �........�..., ......, 3w........�.., .....,, <br /> � . „ , , , , ,.. , , .w.�. � v.........�......, ,,��...._�._,..,, �...........,. <br /> ....,. �r�... <br /> _,.. }d � � <br /> . ....:: : ..: e... ,. . � � <br /> � - � � ,y ��.v. ...� �.�_ ti,� <br /> � � ��b � � ,�m �- �a �� �.__ � � <br /> � �' O� �. �,_ �... �,._ �. �,_.- �� �. �... �,.a � �,�._. �F, �__s �,�..� ��� �,.. �<'� �,.�� ��.� �....�,� � b'� �yy �,P "���\ <br /> � � � <br /> �� ; SBC 2012 � <br />• r 4 HR (1 HR REQUIRED) ; � SBC 2012 <br /> ; ! POST TENSIONED CONCRETE '� LOAD BEARING ---- - -- <br /> � I � 4HR SOLID CONCRETE 1HR REQUIRED �E�OW GRADE <br /> � � SEC 2012 FIRST FLOOR /- CONCRETE PT DECK ; � � SOIL � - <br /> , � i FLOORS, MASS - R-30 CI PER ARMSTRONG SOUND PER STRUCT. !,,,.:�'' SEC 2012 �+ �zE�e'�°v`: °��iE <br /> � I CONTROL STANDARD DRY WALL GRiD ASSEME3LY 2 - � i�a� WALLS, BELOW GRADE: <br /> � LAB TESTED DATA. I ' �- WATERPROOFING 1Q DOH UPDATES 08/24/2017 <br /> ( ; METAL STUDS - R-13 + R-6 CI EXTERIOR <br /> a � �' �� <br />' �� <br /> ,•� � STC 57 IIC 58 � � I B C T A B L E 7 2 1.1(2) I T E M 4-1.1 ( � 1--_;I I f�,-,__i��I_I_;_i�-I'_) ; �`_ 1 2� DOH/CITY/VE UPDATES 1 0/1�/2 0 1 7 <br /> 3 <br /> y � , . ! � � � I-,?- � —� ; <br /> � , STRUCTURE: � � a � �' STRUC7URE: - ! �; I �-i i- i —I i� ! —; i <br /> ,_• POST TENSIONED CONCRETE SLAB PER STRUCTURAL. � _ 8" OR GREATER CONCRETE WALL. ���I �-� i i--�--I I -�-- I��= ! E�— <br /> �t 3-1/2" BATT --_� ! _ �-i '—I 1—� i I � � ��l � I�-i I 1 <br /> ; UNDER SIDE: ''--- �,� EXTERIOR SIDE: - _ � f----' J � -Jj=�J <br /> � HEATED SPACES IN BASEMENT BELOW HEATED SPACES ABOVE: DROPPED �'` �-� ,�- � �-� '"� <br /> I �,,�-� r- ` ' _._.�i �__.1 <br />, {� � � � ` ? : , : ) � ) � � SHORING WHERE REQUIRED. DAMP PROOFING PER SBC ________!___-`%____ _ r�=-''%--___ <br /> � CEILING HUNG FROM DECK ABOVE. SEE REFLECTED CEILING PLANS AND r � � F' ` i( �� � 1805.2. � e . - <br /> � DETAILS. � � � <br /> � <br /> �� i —,,.- --''J ,,....:� �� ,� ° . : <br /> j ARMSTRONG XL INTERIOR SIDE: � � <br /> 3°� UNHEATED SPACES IN BASEMENT BELOW HEATED SPACES ,4�OVE: R-30 �� � = �` <br /> ` ' � BATT INSULATION WITH VAPOR BARRIER ATl'ACHED TO FACE OF BATT'S. 8945 & HD 8906 / � � EXPOSED CONCRETE. � \\� <br /> ' IIC /rBASEMENT LEVEL ; i,,...''� <br /> � I ALL SEAMS MUST BE TAPED AND SEALED TO CREATE AiV AIR TIGHT � <br />, �' � �ARRIER. r ; INTERIOR <br /> � ; ARMSTRONG IIC \ ; ; � <br /> � ' TOP SIDE: CLIP � � '' �-- -- CONCRET� WALLS <br /> � � : DROPPED CEILING —� �>� � PER STFtUCT. <br /> � =t' � FINISHES PER PLAN. ARMSTRONG VIOS VINYL PLANKS OVER ACOUSTIC MATT HEIGHT VARIES SE � <br /> , TYP. PLANS, SECTIONS. I \� <br /> � & DETIALS ���� <br />. �� � F3 1 H R . E � T PT DECK � W� o 1 �I R N ON I I� SU LAT� D : CON � <br /> � A603 �"—�'— "..�:. A603 „� , » <br /> . <br /> ; <br /> (�..... �.a ..,, .�.� <br /> v� 1 —��. �—0 <br /> w� , w��...., �.....�, �.w��..,.. �.._.., n ......�...... <br /> _ <br /> I , ..�__...�. � , , , .......... , ,..N.�av_v�, ���.�.�...., �.���...�. v�v.w_��... .�...�.......,, ..�..�...,, <br /> , <br /> .� 3 . w,� ,,,... � ... � ,....�w � ,..... ,, y � , � � � <br /> , <br /> � �,' �,.� �,✓ ��''....... � �.�'` �.�'' � >, �'`,. �, � � � <br /> , { <br /> "" ��... ` �,... �°; <br /> �, , �,....,� �,�` � � <br /> , .. , . : . <br /> .. ., ---W----�----� <br /> �.. �,... �,.<�' \:'`'�.. \�� \�... ��,....� y ,,,,.:. �\\ � ,.... �� � �� �� .� .� .�-" y ti <br /> � ,, �—�''� � . -:. � ° . <br /> _� ..� � ..�'� �.....,,�',.�\ ...��_""'_'�� . � <br /> .. � .� ._ _' ...�- . ..�� <br /> � '�.�`\ �_-_�.-----�---.--�-.�—�.—m—m-.�� � �___,._._�. . ���.�`���`��_—.��-----�---� '`�� �_.�_ .�� >•-"------`--� � .---------� }`� <br /> � I ... : x . w � � w � � � � � � � . � � . � . � <br /> . . . . . � . . , . � �. <br /> � � � <br /> �`' �.. �:=..M <br /> . . � ti �. � ,, ��_� <br /> � ��" �..:°'� <br /> � ,.... <br /> ��'' � �� <br /> � � �., �,....� �. �..r <br /> . . .. v . . . . � .. .. ... . . �. .. . <br /> e .��.�. ._�� � �,,� .�.d� ,�� � .� ��w .,�. ��,v �,.. .� .��.w ., <br /> � � <br /> �.N�._. t�e.�. �� ti��� ..�� �, �` ....�e�..., �...���" <br /> , <br /> �Ad ,.� ...�.�.�- �� y.�,�.,�' � � � ,,. <br /> ; <br /> y .., �y....l,wy„•"'3� . <br /> ,.N <br /> . � <br /> �.��,. �. w �. <br /> �.n.e � .��` .�'` <br /> � ! s. �. ���aS'�"��K <br /> � ; 56C 2012 <br /> � � : <br /> ; ' LOAD �EARING � DRA�VN� QY D. DUI�HAM <br /> � ` 3HR SOLID CONCRETE <br /> � � � (1 HR REQUIRED) <br /> � ; � ; Cl-IECKED [�Y �A. J�NEFSKY <br /> i <br /> ; 2 � � IBC TABLE 721.1(2) ITEM 4-1.1 � PAINT, CLEAR <br /> � ' �� STRUCTURE: EXTERIOR � LOAD BEARING � � .+ ���1�� <br /> ; � , CONCRETE WALL. � I KOJECC � <br /> E f , j COfVCRETE WALLS <br /> � � ' PER STRUCT. <br /> ; �� 4 f ' <br /> � j � � F NISHES (OPTIONAL): �� t � SE-f� ISSUE D��CC: O5/04/�8'17 <br /> � ` PAINT, CLEAR ' � y ;, <br /> , <br /> � �1 �� � <br /> � ' INTERIOR/GARAGE SIDE. � � �� <br /> ; � � j PAINT, CLEAR � � � � � d � � SI-lEE"C TI�CLE <br /> ; � , � � <br /> � � <br /> i � <br /> � ; <br /> f � i <br /> ; 3� ; ��l �/��,�, ����� �' <br /> ` � `--_ PAIN7, CLEAR �EI�I�G �l'P�� <br /> � � � INTERIOR <br /> I � <br /> �. ; s��EE-r� <br /> � r � <br /> �,� ! <br /> i � ° � <br /> � F� N � T US D � , W� � 1 HR � ONCR T WALL <br /> 1 =1 —0 <br />, � A603 �"o�'=ip" ; A603 » , <br /> �,.... <br /> ,� .� <br /> I , <br /> ,: .. � <br /> � <br /> ✓'�.� ..�'':.,. ..��, ._, <br /> �i .�-'' �- �. � .�� ''\ �� , .."•'\ ..\� `� � "_�� �. `��� � '�,._.� -•.:a��. �� ..>.,� 3� ...'...�� ��� .....,��� <br /> a'. . � . . . �. <br /> ...,� � , <br /> s " <br /> �. ,.� s- � ... „• , _ .„.-, �'\ <br /> >- <br /> � � e s� s_, .� <br /> - �" <br />