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Plans Bt- P2014 00157 - � - ___ - ----.--I---------­­­- -__-__________._____ - ___ -------- ------_____________________-------- _________,_-------------______________ _ -----.--,-------- I - I r- M _� kn _--4 Cn _� M W r- r__ tn � Cn , "? C7-, _. _(:� �10 00 rZ CONTACT LIST 04 0 moo F, Z,-,;; - ,-,W) DRAWING INDEX - " utom ,--, .1_._.1.._1.__---_.-._.__ , ;� r- ,Dbm --,--,--- -'--""'"-'-""---""--""-'--"-,-""-""""---",,--,- ---------________ , . __,___ - -------------------,------ - i ��: 0 $� V) o i .1 I I 001­�V) v . , I . M e c h a n'..i-_21-Al 1'�V , . - I �_ � I DEVELOPER: GENERAL CONTRACTOR: __ - . I ARCHITECTURAL - %_111 � I n,-&�����.��z�z�Z"��-w",��%�z,�,z...�'l, " �',.­''­�� - I Rev i = � .. ,_� I - � i ��;";i;-"�,-��;���;�-���������z�z:Z:Z:Z:t�t��!�����z,;���;�z�z�1,1��....:�z��I_,­�-'..z�_:�` �� . '. 32 Bonaventure Senior Housing MWCC -1-1-1.111-....�...........-1,11111- I'll 0- --__j ______,-,___T'_____­____­__,_­'.............____­­_,_­__,_,____­­­_­_­__­_____,___,­­,", OCT 1 014 9 a) .. =; . �M; . 11 _______ � � _ _�______ I Ln - 0 i � �� -.1. I AO.O/CS "CoverSheet MO-L------___11,�_,�.2 t,id"S 1h e P,I s -H v a c I�., ., .1 - � I U 11 ,_ ,, 11 ­­ _', . I -11__.__ I 11_11_11_111____,___........I---111.1-1....___,____,__,_1_1__111-1- 11-111,11--111,_____-1-1- .11 3220 State Street, Suite 200 3220 State Street, Suite 200 � .`� � ____- _ I I 111_1-1______ - ____,_,_J C14 � 0 11 . .1a CITY% -1 . `t a3 4.1 � , � _11-1 -_ I-" i 1M211111111-_--1 First Floor Building A-1-11vac-1,11 1_1__,_1 11111-111 I I---- - --- ,_ _______,", 116ft , - I , t � -I � AO.1/FLS Fire Life Safety Plan Levels I and 2 M V) 0.4 4.4 Salem,OR 97301 Salem, OR 97301 �..R�........FI, , �` "-"' ," , I I I �.`.1_111'12 -1----- ------ � --_-.1-1---------­___._______--­­­......�.����.�,�..��.���l--.."�ll.��l----.-,. i- -1-1-11,........11-11.....I-------_,_--------11 , I ,,!I�,�,,!��.,., I "___��'.,I`, �_��� _1_11--------., -i , �----� �, � .1� � PH(503) 373-5721 FAX(503)480-3131 i ?. AO.2/FLS Fire Life Safety Plan Levels 3 and 4 � IM121�1 b 1 First Floor Building B , Hvac 11 -1-11 U1LDtNf,7 �­... 11111-111, � 1--l---,-,-"-,--,"--1-1-1-11--I----I'll------_______,--------1-1--l-1-1-1-1-1-11-1-1--,---.-,-,---,-----l---",--1--l------I......... ..... 01 1.111. 1� i W, :I l_______1______1_______-__1__I I ''I�,,��-,���,�.���,�,-�,��-",��ll.,�,�,�1--�--�,�....�,�,-",-,..�.,�'..."...�l-.-.�.11i ­---------------- . 0tY!S10fV FAX(503)588-3531 Contact: John Bosse L� llffilfflm, 15ribr,11 i �Through-Wall Firestopping � M­2AC­_.­1___111 First FloorBuilding C- Hvac I � -111,--- l " III .1 I � il-l-,-----�-�--���-�,-�-,�-1-1�.�-��---,��,,�-�---�,-��,�-11�11-1----�1---��.�--���1-1-1-1----��--l-I---------1-1-1----,-�-1-1---�-�-1-�--l"-,-�-�-�-�111] ",", g, A03 ",i-l's - 11----___--,�,,��-��-.1-11��,--,--,-..""�z "II.Ill�,�,��,�11-11��l-l���,�,�,�...­­_,_­­­­-------�,."��""","�"",-��,,��,-�.��.,�.".�....� - Contact: Ben Settecase PH(503) 508-4361 I ... � 1 M2'.�2 a 1 Seco�nd, Roor 8.ui Idi nL:z,A- ftw. 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AO.4 :Accessibi I ity Standards � 1­11-11111111-1­1­111IJ . �­­­­­­­'­_­­­­­­...­_­­­­­­­_­­­_, ­­­­_____...__________......-,-"- ben@bonaventuresenior.com jbosse@bonaventuresenior.com 1-­.­.,___­___­.­__,_­__,__­"� � , I � .I��,,�����-,-.,--,.��,,�,,��,�,��-,�lI I I I��.",�1.11,��1-1-----"��,�.�,,�,�.I..�,��,--,���........----I, � � i Mt�,2b lSeconid Flcmr Building B - Hvac 'i � jA1.1 ��Architectural Site Plan i __71_1____ � I ",,,,,"".�11--l"",-i,-,,,���,�,�,�-11,�--.-,,-.--,""�ill''I 11-1-1-11-11111111-1 I ,­_11-1.­­,'_'_,__,,.,-----I _111-1111-111111111 I'll---^1111-1111111111-111­­­­-11111111-111111--11_--___1________-1_1---I—- � i � � ---------_ ____- M2,:�c � � ;1 ARCHITECT: -1....­­........�...____.......�� - I _____ - _____ , I,A,l.2 jArchitectural Site Details ISecx).nd Poor t,,'�u�,flding(�',- fivac I I--- - 1W 11 �i , - -...--.-.--.-.. 11-1- I'll----1111_1 _-------- "" ' '" I I 11-11 111.1.11--...�...I ­.­.­.­­.­­ � I "I , ­�I ::,7 ii-I"I 1�11 I'-I�11- 1�', � - .1 ir ., oor un ing vac I I I . . I 1� I - 1'­I`I11 � __]�6 � �,��, I",1; �11 I I , " , �,`­ i - � A1.5 __� ­�, �Z­, _�_� I I..............­­­...­._­­_­­...­­_­­­__­ _ CIVIL ENGINEERING/Landscaping ,�I,� -­­­­­, � _�, o sh Schedules _­­___,,1-1111-.1.111.......1-1�,��,��,-�-,�----"---,�,-,��"-�,�-,--�".�.�.-.----�-��.,-,�����,�I .I I �111111111111 "I 11-1-1-111111 111-11111111111111 "Ill., I'll 1-1-1-111111-1-111-11-1.......­­_­ , Bonaventure Senior Housing , " - 1111111111111111111111111111 11111111111111111-__ __ _ ,�,� ....!��,,Hardware &Room Fini - CESNW, Inc 11'' 11 1:11-11-1­, ww,"' 'W"L _,, � I 11 r- �,rt,-!-!"- -11:­:�Z,�-:... ... -_ , � �_�, , 1-111 I I'll C - - - -_ . � i""i r, "- , -- , I- , I' . I 11, p - ; i`ioor BtAcling B- Hvac James Clarkson , 11 :: I I I,- "I'' - I !_1 . 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I - I 11 � I I I '�:��1, ', I t �,� r I -Hvac 3220 State Street Suite 200 11 I I I I I _11- I �1 I,, �j� i , N12,31, � , B " �' C I I � I I I , � � �I �"I P:,wnclaVon Dio-ension !� I - I Tigard, OR 97223 � ��;__` 11�11,� , " � 1� , I I ­ I �, �� � ��, .,­',­� �� [ z` � 11 __ 1 , I I - ----,--�---------�--�--l-1--l---,"----I " I lt� �111 11 I ' ' 11 -1----111-1-1 I'll I­_­­­­...�------___,__._-1-.1J � � . ! I ------------------­­------------­--------------­ , � �f 1 4 Rnmf I-eve 1 Bu i Id�r a A- Hvac .*�� I I � - � � bggakiw I I� I ,�­ i,"' � I N12.4a Salem,OR 97301 PH(503) 968-6655 �n,,��­�=I�s�l 1. � I I I­ ­­, I Fou,nd a t�o n D 1 irn,e ms I o n P I a n B,t,i�1,1-1 B 0-___________�_________J A ­ �=�`�,�� "Ill _11- 111____111_1_1._____11-...,�-,�-,�,�-,�.1l.-I�..-,-..-.--�-----.-,---.-- -------__-1_____-__1__--11-_1 I PH (503)373-3165 Contact: Tony Weller �� -7,�� ",4 `-�",_ lc c ��:� I ­:­ , - H i��-g!�­ M2Ab 1 Rc.­)f Leve 1 Bu i Id I ng B- Hvac _,,,, :Y�:::,:� i_���� . -nsion Plan ' ,ffld Q " "" I ­ t , ,,, "I ". ,�­, I ,:� I 'Rouniation Dime ____ - FAX(503)480-3157 I�I�' ,�;,��;�,1��1"�I � I,,--,,,, ­--­,­-­­­­...­­­­­­­­­­-,.­--1-11__11_1 1____111_1__--_-..... � - zl:,��, �!, ­�Z� � . tweller @ cesnw.com I "�,���q �::�,:;" ­ ,,� � r 1 M2Ac �Rotc,,F I.-eve 1 Bu I ld i n g C- Hvac �) � ,": �A2.1 First Floor Overall Plan .­______�___ I-------_­_­------11111_-.1__-____1..1. .� :` ��: I r I , ­��,��, "":" ,,, _, I,-----,----- i - -, Contact: Jim Clarkson - - �.i��I , , 110 , - . --------- I . � � .. 1 Enlarged Un't Plans- Hvac �4 01611, , � 1, :��,� ­­­­­ e jclarkson@ live BSL.com P"::��` � , 11 10 i lA2 la :First Floor Plan Building'A' 1 -----------�---,,-------,�-,--",,---�,��--",�----------------_,__,________,__­­, ---_-_-- I'll � � �, , ­�� �� -1. I -2, I 11 , � - I ___-, M3.2 Enlarged Unit Plans ac $ft '1071 �: ��" � I-- --- - - --­ , , 11111_________- N 41'EaT �� '�,4101 I , - Hva ,,, I I R I �� I , , I First Floor Plan Building'B' � 1-11-1 -1-1-11- ___________.....................................�"-,-""",,-�,--�,---�-"-,-�-�...._', " , 0 , ,, , - _� - I., ...::_::::_F?_ ...:_" ­­­­­.......I'll, -------1- -1111-1111--l-1-1--........................... , I, I'';,5,2� *N-k!u31",4 11- I I 1 Enlar led Unit Plans- Hvac '. _10-1192d,411N. ' : "I I A� �,I , &, ,� , , I F� Q � , , I � M3.3 I 0*6 I 0 � `1_ z , , 7,t I ­­­ I'll 1- 1-1-11-11-11111111-1111111-1 11111-1111-11--­-­-­�.........­­-­----------­-_----_�­.­­­­­­­"I'l""I".-.-""�1-11,1111,� STRUCTURAL: MECHANICAL, ELECTRICAL, Z -, 11 1�1, i A2.1c First Floor Plan Building'C' i I .1 , ., :: ...... .I ,1� " ........ "' � � - I'll 1-111111-111--....-...­­­......111-111111.111-1. 11-11-11-11111111 , I I I I I �, I . I.- I 11 i 1 Enlarged Unit Plans , Rvac � 11. �,,��,, ��_,�i!i!jiIxi , 111014 � �, "" '.1 Z ,W­­,�T ��,��N`��­ I I I I I I I I­'. ---------�-.,.,..",",-�---,-,�.."---,-,�""�,-,�����........­­'­'___'­­.......-�,-��-�-"-,��-.�,�-,.-��--�,���,,�----�,�-,��--,�...­­------ , Dan Green Engineering, Inc. AND PLUMBING: IAMI'11�111, ::�,,, ���:,$, ��z, �� z�,,� �� �g ���III�lm� ,I'll A2.2 11111-J Second FloorOverall Plan , --",--,- X , �� ,�� ­­ 11 - �� "I'll'I.-,-.,,.-"",.�11-1--�1.1-�Ill""----,--"""-,.11�ll,"-",."ll"�....­__ � I I �:��­, 71�_ I 111'�,�Ql� �;���,�,�� I - Jet Industries 11. , ,�,�,t� �:�,,��,%, I . 3232 Triangle Drive SE I I ��'­ ���,�­',' k��z�":%,� 1 � % j,;,��- M3,11 1 Enlarged Un't PIans- Hvac 'r, , �� �11-1--l'I'll",--"",Ill""-^,-,-,^I"I'll"---",--,"-,l-----,-"---,-----l-11-1111^1 I "I"', �11_ - ­,�,�Q,�, ,;,�­���,�� � A2.2a Second Floor Plan Building'A' __________ -_ 11 I ­, , - _�t�t%��z�...��,�z�z��m I,­­­­­­­.­­­I ''I......._1111-1-11111"I­­­­---1.11,11,11111.1",- - , ��11 � �. � 11 il�igili,iiIiii,�,�l-k"lcc"�!�-"'I �',���111.,��,Ipi � I'I�� , 11 I I ­­�I ��,�k-.,-�=,I,�� M,','.k.6 'Enl,irgc�!d Kitcheri &Roof- Hv@c . L["',, 1: 1 1 0% I 7.-- I I 11 I'll., , �__'' ! C0105 Salem,OR 97302 1935 Silverton Road ­­­­­­........� � . I," I ; I p ��i"", � 1�;,',�-,,41� o I �Ii � , �: :Second Floor Plan Building'B' _......_ -111­11111______� , I 1�1,�1� "o It ",:�, "... � I � , I I ----I----..­-­.­­._ -111111111 ____.........._'_____________........______,___,_________ 11,11"I"i I ''I .,"" tl � ,�n�... ��� A2.2b i � �I��,W I I , 1�::� i , .1 ­­­­.,.­­­.----.-,i PH(503)391-2309 Salem, OR 97301 "I Il , 11 1�� I�I I I 11 .. I "; � 111 ­� _"'"'"­­_­­­'­­' """","" � M4.1 Det'a,i S- FIVac Iv. : I 1��,, ,.'' �1, - � I'll 1110 I',, n� �;I �n�n ­­ A2.2c Second Floor Plan Building'C' ""' i � IN i'll , i ___'______ FAX (503) 566-8660 PH(503) 363-2334 w,'i' "I 1� i �" � �n� ��:� n�r_���n � ^""-"""""--",l^-"",,-,--"-",""'ll"I------1_11____1_11_1_1-11111__11__ ! 1. - 11 I " ­­­­­ I I ­­-1­­­­...................�........­­­­­..­......­­­_­......­­­.­...-.4 9 R t91511 INi; �ili I i I "I'll 11; gzoj�J$J;1� I,,�...... ,,�� . 1 M4,2 1 I"'e it,i 5 s- Hlvac I !ji;J!�1 2,j! I =fflg' I 1,N 10 � " '­­­�­' A2.3 Third Floor Overall Plan ------------�l-"^-,--"---"----,,-----",---^.............................................__­­'_­------------"Ill'",---"""-,",---^""",""""",",I ­ , .................- =r�=- �W� ! ­­, . ........�...�...�,,�,-,,,------,�,--��-----,,�,,�..........__________ Contact: Dan Green FAX(503)798-4526 ,,,, I '�t�,�jllvjl I I i'!,-L�-1"�-��,"!�i E 01, 111111i 111111iiijlilii ���,,,�� I N 111 I 11 M 11-11 re 11011111'�I j 1 M5A �5&-n-4-;e's-Hvar: �I——- � - - ���!�c 11 1� -_ '1�1=M �� jiipi�ili 1--_.__.__._---..........�-.--,�---.-.--..-.-----.-.-,-,�,�,�-----------�......_­­...­-------___-----------------------------------...............�....... 111 1111 I i; ii A2.3a.... .................Third Floor Plan Building'A' i-_- , dangreen@wvi.com Contact: Jeff Stauffer � - ­ I jeff.s@jetindustries.net � 1,11 NiOi� � I I I ­­­­­ I 11--l--11,;1 I I 1-1111-1-11-1--------1111-------11-1---.........--------1 M5,2 'Scheduses-i-ivac ,�xlil I I 111111111111 I A2.3b Third Floor Plan Building'B' � ,�l----,-",-�,111-11�-1-11,11�1-1------,.,.,.,,-�",---�,����---11,�--l�l---,-111-11��,�,�-- ��,�Z�­, ""' I i"AM"""I I 1, I ­_ .- " I III I 11 , , I '''' p _,"', -_111 11 I I——-------"--.---,-,-------,-,-----,-----,-"-"--,-,�,�"-,-I ,;�_� E I . I r 11 I 0 �, , � , I � A2.3c Third Floor Plan Building'C' i - � _______ ---,-,-, I---- _", -1_____­__1.1_� � � § LOW VOLTAGE: KITCHEN: I A2.4b :Fourth Floor Plan Building'B' I -_ � -,------- __-, _ _ , I' ll, I ­ ­ Bonaventure Senior Housing Bargreen Ellingson, Inc. I __1 4 . .Roof Overall Plan � A2.4 . i - 3220 State Street Suite 200 3232 NW Industrial Street __ __,J �­-- � -or 1-11 E Em- . , Tiumbirl- A2.4a 'Roof Plan Building'A' � I ------,-�",-----,-------------- Salem,OR 97301 Portland, OR 972 1 0 __ ,_". __: il WE � � - r ]PLUze�v-'I'�-'��',.�',-.�,',�L- -ND/SHEETS . I'll- _ lWi � I t­--­----�-­---­......­­­...­­­ ___-__.______.1____-_._____ I i � � 'Roof Plan Building'B' PH (503)373-3157 PH(503) 227-1161, Ext. 220 �A2.4b . i i _'UNF -1 __ ­­­- __..._1 I PLUMBING _)ERSLAB PLAN - ['�UILDING"A` I P2.0a , FAX(503)480-3157 FAX(503) 345-0738 A2.4c �Roof Plan Building'C' ! - _______,___­________,_,__,___,--------____ �' , 1 ._____1-1-1-1 z ____-1 . I P 2,I,)b iPLUMBiNG UNL)HR,51,AB PLAN - I11JH,[)!NG"8` � _,______ I 111� Contact: Carnmeron Memmott Contact: Jack Hinamon F_,_,____-__­ 11_7_1_-___111------1111-11----"",.,-�--l'-----"--�'ll""�,�-1-1�,�1--�",--- � , A3.0 Porte-Cochere Elevations,Sections and Details L_11.1_1-___� I I � � 11- I - �� 1.­__�__.............__I P2 Dc IPLUIVIBING."UNDERSLAB PLAN - 13UILDII'4G;'(,` � cmenunott@bonaventuresenior.com jhinamon@bargreen.com I �'ll"�,�',�,�ll,�-,---�ll'-"�---�,------",----,..........­­_­.......­­­-,---�-",�,,�,�����,�,�,--",-,----­­­­­__1111_11111�� I A3.1 ,Overall Exterior Elevations,Window Schedule and D ai S i"j,l "'.- " � , 11� i PtIUMBING FIRST FLOOR PLAN - Bt1II DING�'A"-SAI I ­­­­­�, I I I -1-1 I � ­�� I'll, ,,, _j C , � I_—� � . , � � �_ Z, -1-1_11.1.1'.1111---------1-1- - ______....__..........__� I J �A3 la Exterior Elevations- ILF Wing'A' i 1-�________­__­­__-1-111-1-1...1-1-111111-...-1--------1-1-1....I-.1--111-____-­.---------­ ­­­ I I 4___I 1-77",__: , I I I 11 I I I 1-1-111-11---I I—'I------111--111-1111"I'A� ,I -,,I I�`2.A-) 1 PLUMBING FIRST FLOOR PLAN , BIJILDIN','S�"B" - SAN I F_­___­1A3.1b :Exterior Elevations-Core Wing'B' � ­­­­­11-1-1.1111-1 I__l.......___.. ................."",___.............................__1-1--111.11.11.-,1--,----.......­­­-,���,­.........__-,_--11_1-1_1_1...............� .........._' ' I � C I - I -F LOOR PLAIN - BI-ill I-Di N;(,-,�"C ,SAN : I __________1_111_1-1 I", 1P2,'I, �PI UIVIBI NG FI RS1 : 11-11___11t_11_11111_-1___1 I : r I 1­1111�_"­ --J -11-11, �, , , """' I � _­"',"I ,DI '), I", ­­...........�....�---------­­­.....­.......-............�............�.............�.....................�............ ­­­............�....­­­­­-,,""',­-, � �A3.lc '�Exte rior El evati ons-ALF Wi ng'C' ; _� � N - B U8 L 1)I NIG�'A" , S`[�,I � ,'I,-,,.,,,,, ­­­­­­­­­­,...1-11---.-Ill. 1-11,11-11 ­­­ � I z '--I ,fli-L)MBINGSECOf,�IDF::LOC)F� Pb�� 1� 11 I � .. .....__',__..........�--""�,-"��,�,�-,-""�,----""-,�.................____---------�......___________........_------ ------------l A3.2a Building Sections It I—__1111- � Z - -1-1 � ,�,�",,--"",�,,�--l'.11.1�Ill""I'll"-"'I---1-11 11.1111,-­­-, I___11 3 P2.2b ,PIL U I'd B IN G SEE C 17,)N D F L 0()R I"1,�,?,! , 13 U�LD I N G''B'I ,5 A N . . � I -----l----,-J ,� A3.2b Building Sections i I :................ ._.__.____-11---1 I I I .�,�.I."-.-.--�-�-�-�--,--"---,.-."-��1--l�-��,��.-.--�,-�.-,--,�,�1.1.-"�"",�",�"! 1P-2_..........................If................................................................................................................................ ,___ . .2c �PLUNIBINGSECOND FLOOR PLAN - BUILDING��r_" , SAN i � I 111______11----i_-......­_­______­­­----------11-1-1-1-�.-�-��.,�.1--�--�.�.-�-�--------�----,-,-,-,-�-------,---�-,-----,---,----,.-�-11�,,��....I I A3.2c Building Sections ; t-_-_____...- , _.________ , , , � � ' ' ''"-""-,-"","",",--""--,.........--1111 !P2.33 i�PLUMBING I HIRD FLOOR PLAN -BUILLDING"A" -SAN � I , . 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FNLARGED UNIT PLANS- PLUMBING _1_1_1_.1;:_____1_-___ � - --- ______ I z i A5.3 Interior Elevations I �ENI "REJEE'D UNFI'PLANS- PLUMBINC, I _­­­­ �...... "I 11 I 1-1---1---------__­_­_____,__­­-----I P4.3 1 L-U, " . ____1_1___1__1___11_________ --------- a I P-4 1 ASA ;Interior Elevations ._____1-_.1. --.111 I I I I I I-1 I I I I �� ��I �� ���I 1---1_.1__---------_­_.___­-----------���",-�,�,.--,-,..,--,--�.-,�,�'..�"-.. P 4.4 1 ENLARGED UNIT PLANS-PLUMBING a 0 W 5"WA I A6.la �First Floor Reflected Ceiling Plan Building'A' --�--��-�,�,�-11,�--�-1-��11---����-,�-,������,-�l---��11------- �� B so " B1 B 1-1.1----­­_____________, , " , I I ''I'll, I I' ll I I 111-1-11.1 11____'____1-1,­­­­. 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I 11 I Z i � w A6.2b ,Second Floor Reflected Ceiling Plan Building'B' I � 61'4" �= 1-11111-1--1111-111-1-11 111111111111111111-1 I "I'l�,�1-11,111--l'Il-I'll�",-.-."--I -1-----"I'll--------J W I�j i ..............................�.........­­­­­.....�...........�....­­­­__­......._­............____11---��'ll""I'�,�--.""".",�-11------I , '­ �1, I ! zA6.2c 'Second Floor Reflected Ceiling Plan Building'C' I i � I 11 "I'll----, ."I 1111-1111--l""._...- I '' I I ----__1111____,--...-_.____1 ; .S� 11 I ­­---,.--,",�,�---��,�l---�,,�,�,�,��-�.�-1--����.�--�--�.�l--..�.�...I...�-�.�.-�,-�-�-�-.�--��-.-��-1111-1---­_­­---1-___--_-1-____J � . "I I A6.3a ,Third Floor Reflected Ceiling Plan Building'A' I I P_� . �7 " I -11-111-11 I 1­1_­_­1­___­11.1­_____� i �__,� C: w m -L I � I I -j--,-J--L- �A(5.3b 'Third Floor Reflected Ceiling Plan Building'B' I Electrical ; n,J ) . . ______F - � � I 11-111-1;1 I 111____1111_--I .1 ­­­___­ 11----"I'll�11--�,-�--l'-.,---��--,-�-,��.�.--,.--��"-,�,-,.,------�-.,-,�--,�-,�----------.-----..----, W St,9_ &A 1 Sheet Index, Legend I IA6.3c Third Floor Reflected Ceiling Plan Building'C' [E0,-1 ,---"""-""'-"-"'"-'--,---"-------"-""-----,------"-'-,------I r- H: ___­_" = BLDG AB PERIM TER - 15421f � 1111-1- I � � I I I 11-11,11-1111-11, I 111111­_____� ' --------'i:-u-���,,-n�,,-if-'e-Sched'ule � >1 ) r &D A7.1 :Stair and Elevator Sections and Details EO�2 P_-� , I I -----I I �.,) � * , 11 ''I 1� 1-1-1-1 I � -,""I'll 11 11.11.1---, -1-1---I—-__________1_____1---I-----,----­111__-_11_._1__ I ; I -I � � ii BLDG AB OPEN ARD = 1241 If (80%) 1 -�� i &D i r_1,0 Electncal Site Plan ,��r', ,��r, _", , lA8.1______ Standard Construction Details- D,,olo,lr,s'lan,dl,,Windo,wls,,,I 1-_____J ­­__ 1____11___1___1___-_----I'------ _0 I . � 11111111-1- 11111- "I'll, I I 'll �_ Q) , SECOND FLOOR THIRD FLOOR �Standard Construction Details Electrical Site Plan-Photometric-s f- A8.2 _11 � - . > ..__1__-._____ _____ _____ 1111-1-11-111 "I'l""I-111,11.11�11.11-11�,,�11-1 1-11-1111111-- 1.111.11-1......__,______1 �'�" -I--,-,---,---,-------,-,--�--�--,--,-,-,-"------,-,-111-----------------.-.---.-.- 11 Zf; � � � � � I First Floor Power Plan- Building A � I 0 .. --- S I � A8.3 'Standard Construction Details-Fireplace Details I E2.la 9 11-11 111-1111111- � I�ll,",-�ll,"--"-,�,�1.111----I ­­_­­------,,--�����-,-------------�,-,.-�-,-�---,---�-,---,,�,��---,--,,--------.- - ci,) .113 I iFirsl% Floor Pawer Plan-- Buildina B : . 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I Rev ; I 1,'.:�,econd Roor Povmr Plan--Build!rlcl C i V) REVISIONS: . - -, I I � ____1�, 1 I , ,,,11, , 11 -.111-1__ I "I'l-1--l"��----.,-,""",-.-""�,�'ll-l�,�ll,"-�ll,�ll,"-----,-�,,�"I i f�? , , -�,-,�,�,--.,�-�",-"----��,-"� -, , �, 'Bldg Perimeter Min Frontage �: I""--- I'---'-1111-11--11-1-1- F I -,-­­­-,7­_",__­­­...­�....­­-�......--I-----------------1.........- I I I t-,I,",_'?,�s-,I...........I:- I-lL 1-1-1-11-11 . 1 lh�rd, I� ,or Power Plan-Building, A : I I ,,, I I Perimeter �Open Open I ­­_­,___,___­_­...............^_­,__,�_­­_,____,_­T__ isi.1 �CoverSheet I E2_7Za 1 ADDM 01 9-22-14 ,I ncrease � I ­­­"I'll" I I I I I 1-11111-,, , , , , , " ­­,"I­­ I--------��ll'-��,��-,-�,�,��.1-11,1111-1--,�,---,-,�� 1__1--11._1_-- C "--.�--�.I.-I--.--,-,-----,�-"--�..........I I i I � � �_11 I Z - I , � I I Building rea Summary - . I I � � I I ! I I I...hmmi Floor Power Plan -8016ng B * I A � . � _ 1111--A.A-1- 1-11111111--1111-111­____,__',___ 11-1111 111-1111",_"; _ � "" , ___`___� ____..........._ , "_', , ______,_________ .......�---__11"1111-1-1 1�11_111111111­............. S2.1A Foundation Building'A' I E2,31', . . I I 1A � � : I I I � 1�_,__,__ - _____11_ 1� I I I ­ - "I 1-11,11,�,�,�,�---�1-1-11-1-1.1�---�ll,��-.11�--- "I'll P_� � ­ _________+___._ "__11 � __________i=__ 11_-7XrL"_-- ____­,_­___ ___-----_ I � ,o FJRU - �­­_­­­­_ ___1____ ­­­___­_­----_T__-- -F- � I I iS2.1B �Foundation Building'B' E2.3c Third �tO6 AM II 1-1- � rF � � I I____�'___ --I-''---- I 11 _' ­­­'_­­_^_'__'_'_'^...­-----------'^'^'-- ___-------____...� A.......... ­­ -1-----______ I � � lf�­---j""', � �1 � � z Q.1d39UN",.­ __­­110M� B I IBC IBC IBC Basic Frontage Sprinkler Maximum Actual Floor Building Area to One Ratio lS2.1C 'Foundation B''u' il'ding'C' WC0M7XVAqM� . W , _____­_________-4_---------4_-___,__ E2.4a 1-1_1- ,-----,-----,---,"�ll-�,�--���-�-� _________________" I 11-11111-1111111111111 I I I 1111111-�1-1-11,11,111,11111--�-----���--- �-----------­­­ -----.--- . I I I 1q, ?,� I , � uil ing 6 � .2A ,2nd Floor Framing Building'A' E2,4b i ,cAj,�&�Wr P 1086 878 45' - ,R_3_ � __ __ -, � Occupancy/ Constr. Allowable increase Increase Allowable Floor Area to � �d 7--::, C56%i I_,_::7_S_ ­____"I 11� � I � I------------.-.-.----- _ _____ _ I � ___��4__3- - -,--- ____1 - ,-.-------,---,---- --___�_��__=:Zzq Use Type Area Floor/Bldg Area One Ratio I I !Ro&M Power - n Ll I ng �� � �S3.213 �2nd Floor Framing Building'B' E14c � AB 15421 1241 58' 55%1 1 l___----,,,,-,, � I 11-_--____,_J -,____4----------I----- - ------- . � .. . ii rlul� � ; I 'A i ­­­­­ , . H# -1 _­­- -_.- .­_... I - 7 ____ _____ . � Building Level Area I S3.2C �,2nd Floor Framing Building'C' E 3,la ,Fir,t Ilo-I � h t iin� I I � , I I I _­­-----_--1 � � - � ­,­__________. 111-1-1--l.I-, ,­ I - � -_ ME- _ - � I - S3.3A .3rd Floor Framing Building'A' E 3,1 b !First Floor i rith 11 __ __ . L_ __,.,____,_____L____t____1 A First I-1cond2 V-A 10,500 5,825 21,000 37,325 21,214 0.57 L_ ______,, ­ 11 I - - _1_________-_ , � 1, -1 -_-___...1__- � I I � � � 11 - � ___,_______________.... � - , "'�,---------.-----�--.,-�,,�-�---.I I ' � - � - ____ � Second I-1cond2 V-A 10,500 5,825 21,000 x 3 21,008 0.56 � I S3.313 3rd Floor Framing Building'B' E3,1c ­#i-r , -loor i _,th " '- i_ -i I �,, , , , I i I——.......�..........-------------------­­ , ____,____,______..............................................I ­_� �, � ___ - , ,.. , ,, ,,, - , ,"'"',,,,,'""',- - ,,-� -�,,'' -_........__,"',.............��........._11-1-111 � .1 .11 1.1.1-1----,��---�.��,�",-----,..-..-.�.-..L�.......________-__ I , * ­_^..........------_­_­,__­,_______ -,--______, . i I 3 l,Q,e ,I , i �lding A I pW nn -- �� i I S3.3C .3rd Floor Framing Building'C' E3,2a i I 1 . i ,-..-,-.-.�1-1--.--.-".�111.1', I I I "I'll�.--,.-,-,--,--""----ll,",,",-""""",,�'ll'I _____4 - ­ ­_ .. ­­-�-,4%atAw------ _­ , ­­ � I I ,­­I -1--11111111111 I � W, ; I � Third I-1cond2 V-A 10,500 5,825 21,000 111,976 21,008 0.56 1 1-1_11111-1111111 I------A",-C,--E-,-,- - ­ F -1�-___­ , " i _111.11111-11-.......J_.........�...�.........__ I--------------- S3.4A ,Roof Framing Building'A' ,,��_ Fir, � ,�701'i4i­ - - -7, -146- I AL total FLI ratio= 0.90 � I �[112b .,I � - 3, I - ­��,p - I � 1-1--1__1__- I'�.�,�'ll"�'ll-1-11�'ll,�'ll""II� 1-111--1--------111,111.11,11,�ll,�,�'ll-Ill"I---1111111-1-1"I'll, I I � � - ­_ � i I I I I . I I I __l���,��������--l'�,����,,���,,�', ,: _,_­______,­­_,_,__­"§_,__­­­­,___ ­ _­­_­­­­_­­­_J__I­I-­.........�......�""--�,�,�,�-,--",.",-�",�,�, 00 i I ' `­­­­___'__` I S3.4B Ath Floor Framing Building'B' 1 E312C 4- 1,Second Floor U, ,,ting P lan ....Bui�dmg C � 'Total A _r 63,2301 1.69 total FL2 ratio= I 0.74 �1­11111_1­­­_---___1____111___ I 1.111--------------"""",",�ll,�,�.11�,��ll,",--�'ll'I I'll 1-11-111111 ......-----�_....... I � i... , -W . I ---�-�l-.--�-11-1-1--,------.-��---�...---,---.�,�1-1-1---,�..'��",-.,�l-l-.�....,��-11�,�,�'ll-1-11111--.�-,----.-,.�-1--l.-�--�--,----��-�-1--l-�--.----."-,-1--�.�I I I ''I I 11 I'll, 4 I i c '� � z C� Generated by COMcheck eb Softwafe : 1, I 11 � 1, �­',�­ I I 11-11 I'll ; I � >� I'll 11 Z" ��:��;:�, � I I Ird F ,,or L�g�nl:ing Plan ­B.,,;flding A � . � U 11 I ", I ,",Z, t, 'I,", �Z"I �:� .r ,S3.4C ,Roof Framing Building'C' E:33 a I . I I I ,:��Z�Z� -:111­1­11--� � �I!, - 0 �, i I HourVertical tio Between A/Bl- Mixed Occupancy(IBC508 I .I"I., "I '�Z",� . �....-------_­,_____­­� . . ... ..... , I 111.11-1-111-1-11-1--l---------___1111111111-11--------11-1-11111111",__ ,___­.,_.,__ -------,.--,-------- I Separa n .3.3) ­�, I 1.1�1��': total FL3 ratio= 0.79 , � 1. , i - I I . - "I'll i 1 . 3,3b , . , : . M . 1S3.6 Attic Shear 1, E -D FEP , D........*....................................... --� � I I I � r_ � �,,,, ' ['I(,,,)Cl,.,;tl�,,tir,.qi,,. rE : ,�R,E JAMES CLAR ON . I——.......-11-_ I ' ' , �......_.....�.....�,�--�,�-,�",-,--�---""�,-,-,.........._., .- -1----- ; 0- i . -,7A­�.'t�:'- , "" _­­,_ig_�_,,_tTn i0lP­1fff*WWr_,gC_­­ Envelope Compliance Coed if i c allbew B1 First A-2 V-A 11,500 6,380 23,000 13,666 0.33 . , � I ��711-111 1, � M 111--_-__-___--_ --_--_-_-1-1-111 11111-1-1111 -1-111 ­­­­ - - .11"I'll'.-11�91mqi I I I -�.. ---1_---- I I , 11ircI V lc,�or L ? - i IS4.1 Tounclation Details I _�-1 I I I � U :�------­­­___ : "I'l-II-I�,�.---�",-"-,-,"--�,�,,�ll,�l---"""""-"I ­­ ­­­--1_11--_ -_ ­_ __�!,____ 11.1___11_1_ I 1h '" ,,,4,%& :; 'I I'I,-, U ,1. 11111111 ng : M , I � U Second A-2 V-A 11,500 6,380 23,0001' 40,8801 7,102 0.17 2.43 : I -----------&;�__,�-_�'___-------------------------___- I -__1____111_1_1-11--11---l",I,,,I I ( -,,,?; I ighting -t�11,I i 0 'ilain, ,�, - -. � F 9 � I ;S5.1 �FramingDetails F - - 7� � , ,_ ,_...._____________..._____....____ ­ -----I-,.,- -,�. ......-_-.11.­­­­­ - ._._­__­______­­......�...�...�....-- 9 Total Bi 0.51 <3.0=OK . 9 -a _,1,_,___ e,e� Lighling " i I�lai,r_"_g_ J."'i--- . SALE , ORE N �� cu ­­­ I I 11 11 I �S5.2 Framing Details Ab I. 0 ''I, 111- I � -1-11 1-1-1 I I 11 I I "I'll'I'l�,-�--l-I'll�,�,�,-�1--�1-1-1-11--1,---�,�,�,�,�-- ­­­__"__._,(11 1 1. _11--l-.1-111111-2_ *A I"I'll-11-1-----�"-,�.---.---------�-�,�,�,�-�.--.1.1.1.1.11. 01 .?5 1 I EXWF.66/3 (O > DWELLING SUITE ACCESSIBILITY ca � li S5.3 �FramingDetails E3. 0 , I E`I'g'"I"�t"i...n9_WWjk&uiIding %11-/' I "I 0 2010 OmSon Ener" Efficiency Specialty Code < 2 1 Hour Horizontal Separation Between BI/B2- Mixed Occupancy (IBC 508.3.3) 1 11 111.1111:�Z­ per IBC 506.5.2 I__-1-1---1-11-------.-,-,-, I 1.11111-1.11---------------------�-----,--.-------------.--,---�----- -_-__-_ ___...�.........____--------_____ _-__.______1______,__ "I 11 I I I"I"I',�," I U (D -0 ­­ ­­­­ I_11__--_- ­­­­­­ � � itr`L r � I En,l *d Url � _�,TWO I ALL PUBLIC AND COMMON SPACES AND ELEMENTS -BOTH SITE AND Z 0i � S5.4 :Steel Details E4.1 aftbwft . .......�_ ____V__._______1__1 41 i --.------------, 11 I 11 - -1---1_1-___1-_____­-1-1-1---"",..,""",,�-��,�"..",-�-�---�,�-.-,J, ___1_1_­1___­111ffn1i - I , __I a----w 3 6 8 M I , I �, ....f iI �-� .-,;,'' 1: �� OF C5 Section 1., Project Info"nation i BUILDING- ARE DESIGNED FOR FULL ACCESSIBILITY PER APPLICABLE � � S5.5 �Fire &Stair Details I E4,2 I -M.- �,!�,Hwp_,_ 4, PS � --- I I--1-____1_.1_1______________,____________ ­­­­ " , i __J M B2 Third I-1cond2 V-A 10,500 5,825 21,000 37,325 8,478 0.23� 11 ­ I - _­__­________,___,___, PROJECT TITLE: CL _1_-_---111--"I- I - �� I I � � 11 - � ____......__�......____-____-1_1_1 __ , � � i ICC/ANSI ACCESSIBILITY STANDARDS. DWELLING UNITS ARE EITHER Z) IE43 -- ­-,--- 2 'r,jfrl-­- -� i - -_____­ ___ ---ot �gc."d 01lit P'l rl'so"O"! cat 4 1 , cu I I - --- . I Co (A ---_______,_- ''I'll,�----�--,--,---�.------------ ___ If__­_­­____­­_­ _�_w I ; Prcqect Type:Now Conattuctim 3 FULLY ACCESSIBLE, OR ADAPTABLE,PER THE CHART BELOW. REFER TO I I . _,_______________________,11-11 It E4A r,�f� I I ....... S---,-"---, � lEnlargaed Unit P 11 . Envelope Cornpliarice Me#vd;Pmscitiptive i . I � i I I ______1_-1___-_1___111 I "I'll'I'll-11-1----,1-1111--l'Il-11-11--I---11---1-111111--,----"-,-----,---","-,,-"-- r----- - 1 FLOOR PLANS ON A2 SHEETS FOR LOCATIONS AND UNIT TYPES AND I � I Prujed'ntle: i I � Total B2 8,4781 0.23 506.5.2 IlEnlarged U I X I ,It P-� � i E4,55 i ATION BOOK c1q � ACCESSIBILITY NOTES ON A4 SHEETS FOR DETAILS OF FULLY ACCESSIBLE " 11 tl�l 1 ; I �1�1 I �� I ,I -­I�,­­ItI6 I i ;i� � , ''2 Hour Fire VVal[ - Building Separa-i-ion �1­ I E4,6 , n1arge R11 let , , ", I ��, L � I 99i ME......." 7 1 ______._____,_____ I __­1­­1­___.__­ $� Constructilon Sile: OwnwIftent DesignedContractor. i UNITS.REFER ALSO TO A9 SHEET(S)FOR TYPICAL BUILDING ACCESSIBILITY 1-mll, � '.1 - I ,],� Ml __ 11 - 10111-T---------- C*) 0 I � 11 � 111­1�1­11111 I "I I I I--,"I'll, I'll 11­ I'll, , --11�'ll""�ll,�1--l�,�,-�1-11�-111,111,11,-",�----"�,�', I Enlarged Rooi�,�e -1 I I 11 ,­­ E 4,7 � bo HALLEILVID ; STANDARDS. (SITE ELEMENTS INDICATED ON ClVL PLANS) ­--------1-1-- ___......___ �......�­..........�­.............._____.__...-_...-.1--111_---------­.­­­­­­­ 94 1 .. ; U C1 First-MC I-1cond2 V-A 10,500 5,8641 21,000 37,364 15,400 n/a LVO.2 iAcces Control Door Details _­+_._­_-______. I �� TIGARD,Orepri I 1-1---: - I� I - 111. �l-l �,�'ll""II.111,111-11�",,---"�1-11---"�l---,�'ll""Il- lElectrical Details ; (D -0 ;--'5,1. i 0 M �, a) ........�.11I.I.-I.�l.-I'll".�-�----,�----,-----"�,----,-"-��11-1111---I,�.....-,,,,,,�,�,,�,,�,��,--,,�ll,��'ll'I � 0 � Z +1 First I-1cond2 V-A 10,500 5,864 21,000 x 3 10,134 n/a n/ain non-separated, single LVO.3 ,Phone/ Data Details Details I � 2 - � "I 11111" I ­ I 11-1 I'll I ­ 11-1-111-1-1111-1111111-1-11111--l-111111-1- i6ec,trical 5 ; M E5,', I It � OCCUPANCY/SUITE TYPE(CODE REQ'T) E " -.11��ll,�I.I.I.,���-"i,�-,�,----,�----,--"- ___....._________1--1----1-11111 I LV2.1 !Overall First Floor Low Voltage . . __., Section 2: General Intbrmation __J M C2 Second I-1cond2 V-A 10,500 5,864 21,000 112,092 19,607 n/a occupancy e � h � 9 C1-11,-----I- I I�I��ll,��,,�'..,-,,���-�,,�,��,,�1-1 I'll-�ll,",.�.11�.�l-,-�,�,,�,,�,�1.1--�,-�­­ -- l ,Electrical One Lit __ 0 0- - I ­ 1-1 � I 1 Z-4,�, I � 0 Z) (V ------------__ I �,�,�-,�,�1-11,1�ll,�,�1--l-I'���ll-�-"�...........I ­� +� 1V2.1a iCommunication First Floor Building'A' '._^ Z LO Third I-1cond2 V-A 10,500, 1 ------!-��-,,,6'...c...fl'i-c-...a---1 (-5­�-1-f,1­LJr,,e ow(er 1-Jac U Tisad.OnWn I I I .,�, �--_, 21,0 1 . 7! Building Loca&)"&weadw dzfty �ffi I 111111-11--.111-11-- ,2�1------., ��� _-0141---, 1 I I. I__�.11 I...,----71-1----.1-11-1 1-�I I 1.�I 1.11 I I I I..1.I I 1.I I 1.I I.I I 11 I I I I I 11 11-1_..___--_____--.......-.._-___--_-_-_--.1.. _E6,2 I ,I tv,ryl I (_� 1-i U --_1-.---- ­_ ­­­­­__­­­----------­­­­­­-------­­­,__­---------­-­­­­__.­,_­­-------�--,��-�-.-�--.,.�-�,�.�.-.-.�,�-�����. Clow"ZOM 4a R-2 INDEPENDENT LIVING I NO*'To t a I C 1 a n cl%���64,74 8�-\-"-_ Nee- , : LV2.1b lCommunication First Floor Building'13' �_ i -1."I'l�,,�'ll,�1-1-1-11-.�1-11,�ll,�---------I-------"I'll"....­-, E7A -------------ii__i�ctdral I'Panel Schedules F_ I i I _-11111111111 1-1-11 11�,_C��1'11�;i�'­ 5 -_ , " , I""''---",""-"","""'-,-"""",",, 0, i � ,__-_,---__-1 � I I ........_J " 60---" IM I 11�'1­1`�' [',§ e �, Ekalft Spam Cor~ng Type(s)". Nonmidential 11 111-1111-111- 11- - ­�­ 111-1-1- --­­­,­,­I'll- I I 11-1111, ___,___,________ � � . i I . I ,LV2 Ic mmunitcation First Floor Building'C' ' ' . I � I ­ . -111 11 I I I 1-1 I I "I------1.1________ E7,2 I I .Areas by 0 cc _______ __-----______------,-- , , - , 1, 1_11____1_-1_1_1__1-----------1 - I I . �9 � NONE: ALL"I"UNITS WILL BE LICENSED AS ASSISTED LIVING SUITES;SEE BELOW � Code Information I 4 'Areas by FIr . [ "PIC- 71--cl -0" T"', " M � . I I..... "' ,LV I 2 lOverall Second Floor Low Voltage Electrical Pal Schedulles C 26% � �-11--1111--11111__1-1- ­,­­­­--­--I , ',�� VerficEd Cilazing/Wall Area Pd.: I , Z � ____-, - __ - -111, i __ ------I------ �­___ �� ______11___11 ._____--11111 11 11 I - 1111_1__-___-_ E73 � U At0fing-Type FlgprAm � � I : I _-111111111-1_-_-____-_1--I-,---"I-­­­-­­, __1_1_1_1__11___-------------1_1_________1_1_1_-111_1_1_ r 'Building Codes: ��First Floor, 60,4141 A-Occ 1 ,768 � 1i r" �� � � i � ; 1 20 1 ; � I I ,--------- I _ LV2.2a Communication Second Floor Building'A' lRech-cni Parlei Schedules � 1-1 cond I/ASSISTED LIVING 129 "A"AND"I"SUITES ,. I I ­ - 11""I - - ______ '".'' 11� -1- 4_______1 11 1_4------- I � z � ­ - - M SENIOR LIMNG(Mufftnilly) 157057 5 � , , I -1 E7A . �- 5 z � I -"I------,-,-- I I 11 11111- ­-­­­­,­_111-1111111-111--- z - zI I � ­­­ --1.-.--------------,---.--".-.,--�--------,-----------,-,�------��-,------,�------------"-.,.�- - z I � i -, I ; U � � I ; :f ; 2014 OSSC (2012 1 BC+a me n d.) � � Second Floor 47,717' I-1condl ' 136,456, �7 r� !Elecincal Panel Schedules : � ___," � -I�-_-_ ______ --- ­­­ i q I, 0- r� i MFERENCE REQUIRED PROVIDED I f 11-1111-1111- 1111_1--_-----.," -- ., . LV2.2b Communication Second Floor Building'B' � I __ : f I � t_- I I ­­_ I I - I I I I 11 I I—- _______4_1__________------------------ �� I � i z Ln . i 12011 Oregon Elec Code (2011 NFPA 70) � Third Floor 1 49,093� Total Area� 157,224 1� 12 � i I I � � � co +1 Section 3: Requirements Checklist � NOTE 1,2,3 _,"., _,'', ............ ,. ,-, ......__________ ___ ____...... ,. , '''''', , ,''._._.'_____._______.......�......___.''. :LV2.2c Communitcation Second Floor Building'C' ,6 t I 0 1 : E I t � . IN 1______ ; I I Electriral Panel Schedules It r. I i FULLY ACCESSIBLE I � I 11 I I I 11-1�,-�-1-1----"��,���1--l'Il.11'..�,,�l--- ______-___________1_11____ � � ; I . i2014 Oregon Mech Code (2012 IMC+amend) �Total Area 157,2241 1 Ln 0 � � � N � ; � e ; TYPE A ADAPTABLE 2014 OSSC 1107.5.1.2 129(100% 129 I i I ! � ---1.......- _...... �.1_11___11_1___1­.­­­ I 111�1_1111­1-------­­---�-- --r......­---­-­­­­---­---­­-­,, i LV2.3 Overall Third Floor Low Voltage E7,7 lElect-Ical Panel Schedules �q � ; I � i � � --------__, 11-I---- -_ '.........,----..1.....I....I.., ---,--- + P I I � � � � -1 I � n/a n/a F___---_-` I I � I t i E � I TYPE B ADAPTABLE 12014 Oregon Fire Code (2012 IFC+amend) 1 � i I , I LV2.3a Communication Third Floor Building'A' �ETS Electrical Panel Schedules � I _____�­ I I -_111 _1.________�______ � _� ; I I I V_ W � 3 1 , i � I ­_ ' I I I-___1-__-_11-___ I1__1_______Ti__­­ _____ _t!� q 1:� : ! I - ­- ----4-----------­`-­------------------,, ----r------------, I U� . ClInialle-Specific Requirements: I 1 12011 Oregon PI umbi ngCode (2009 UPC) � i � I I ation Third Floor Building'B i E T9 ectrical Panel Schedules ­­­------_.._­_­­_______...­----- C) C) 0 . � 1.ACCESSIBLE UNITS ARE PROVIDED THAT EXCEED TYPE A ­­__­�__ -1 11 I----- ­­­ : . LV2.3b Communic (.� _,_,____­­I ­+___:��_________________11. 11 ....... ........... . --- --4. ......­­-­- ­­ 11-11-1-1-11-11-11111- ­___._­­_­ +- r1i : I I i--- C� I I I I � � � � ___4_-__-_1...­__­­-__­­­...-_-_-__1-1_-1_._- I � � � � . I . .,� 1 2014 Oregon Energy Code I I I �: �LV2.3c Communitcation Third Floor Building'C' L i , �_­I ;�� -1 wvwue Pmpawd Kax.AlllowW I REQUIREMENTS �1_1_1_111_11___­ -11 11 ­1� I­­_------_1__ I 11 I . : 11-71() !Electrical Panel Sdh.-dules 7� 1 _--,-,�,�--,--"--�",--�,�---,-----,--,-",��,_____,_______ . " V) - . I <L�� 117-1-.1, I 'll I 11 1. __________-1__ I 1 U0 E-4 __ r, Compon"ManaVesatom cavay Cort. U-Packor SHW "atftr ON= 1 2.ACCESSIBLE "A"UNITS#231,#247,#253,#331,#347,#353, �7,1,1,, iElectrical 13�,incd sch�,�ulules -1 C71 .< 0 I 1 LV4.I Enlarged Assisted Suites Communitcation _"_",__ - C� 'A . Ext Walk Wood-Fraund,Ift.a.c, 91.0 0.0 0.M2 - 0.064 - I ­__ 11 I "I-.","�.111-11-1�l-l��",-",���,� ­ 4------------------------------------------------------_---11______1____________-11-_-_ 114 � I : 3.ACCESSIBLE "I"UNITS#201,#206,#215,#301,#306,#315, 1 i ­� 4.4 $� � LV4.2 Enlarged Assisted Suites Communitcation -1-1 __ __ M3M 0,= 0.350 0.400 i � ­ � � � � I � I I I I'll-l-l��-��l.--,�,�,,�,�,,�,,�.�,��,-�..��,�,�,.""-.���'.. -1-1"----,----------",-,-",-""�,,�,�.-II-1111-111,111,11�,,�"I I"I,-----,-"",�11--,----------------�,�,�---_____....__ = 6 � M VAndow Vinyl Frame,Peff Typm OVw twting/ceit Pmduct ID ; 1______1-______1__1_ i, 0 < � U WINDI.SHGC a32 � I LV4.3 Enlarged Memory Care Suites Communitcation L-1-111---------­_ -1------­­­­------_­__­­­',­­­......­­­­,_­_­_­­_--------_­­­...---------.........­­­_­__­­ W) i 1-1 cond I ALZHEIMER(MEMORY CARE) VICINITY MAP - .1. 111. .."', 1 .11, I... .�11.11,�.1-1-1-1�-�.���.��.--.-�-.�,�.1.1.1-...I � [­,­­-­­­-­­­­, a ? "� Dm.,Pod Type:04hertmiko'6A.Product 10:DOORI,;SHGC __ - M350 OZ50 0,WO 0.400 1 �: I I LV4.4 Enlarged Independent Suites Communitcation I BLDG C I 23 SUITES REFERENCE REQUIRED PROVIDED Low Voltage C�l ­--l -I.I.. ­ �0,115 - I I......-.1... �....., � 111111. ­­­I I ! ,--11-1-11111-11 I ,�ll,�'ll""I'll""I'll'.1,,�Ill1l.-I"", 'R 5 � �:) I � 0 17 .11�� - __­_­­''''111-11-1-11-III",",I 1-111---1-111-------1-1�,-�,�--l�1.111,11-11,11--�.111I 0 .� SSfBLE � I---1-11-11...­­­ .......�' > i I LVO.O ------IDeVice egend and Notes �1 �_4 � .. �� I I � I—- (1i 4 M Rmf Atdc Roof,Wood Jolift 3&0 0.0 0.027 .- 0,027 __ � FULLY ACCE NOTE2 I 11,11, 1� . 1 LV4.5 Enlarged Independent Suites Communitcation -1 �:) > 0 Flwr.�Unheated Slab-Cn-Grade __ 0'0 0,,730 __ 0,730 - I � ­____­__­------�1.11.11,11�'..,..�..,..,..",�.I.I��,�,��.,��.1.11.11.1�ll.l.�'..�.,��ll.l.�..��...--,.�.--�-����------�.111.1--.----,-----,--�-.-.�.j 0 C� � TYPE A ADAPTABLE 2014 OSSC 1107.5.1.2 23(100%) 23 NOTEI i1____111 I v I I rA y � W I � _____1_1_1t_______-----,�11-------""""�,�,,�,-���11--- P-4 = �_ I � I If I I I - q �_ I ; TYPE B ADAPTABLE n/a n/a , 1111--1111-11-1-111 -,�""-----�,�"-,--,�,-�"",---,----,--,-----�- I ; ! .< (a)Fenesbabom product pwftvmw=maft be cwtrmd In m=rdance with NFRC wd requims supparfing domffmlafim. 5 -_ ;�_4 4 .-� C) U I - 1_', 11 11__A___.___1111......-1_1_111--------",�1-1-1--�l-----------"","",ll.,�lI"I'll"�'ll-1.111,111,11-�",--"- CS = I � .----I--,---,- ­­_ � ; ........._­­­ ' 111111111-111111-.......­...­­­­--- � ; ' -.4 .� I � I ; : � - ; - . I [,- - . � 1.ACCESSIBLE UNITS ARE PROVIDED THAT EXCEED TYPE A ' Landscape KI Food Service Equipment Plan > �. -,:r. 0 � I ____1 W � �4 � I i . I - -__111 - ''I'll I'll I 11 I I--1.1_1-___1-__ " � � I 1-111, I I I I I I I I 11---_ -_ � I , I � I I a) � I REQUIREMENTS § ;� I I a- 5 E � I 31-1.1 Landscape Plan :K2 Equipment Schedule _t� �: 4 0 __ , PA C1 -.---.-.-.-.-.-----,-.-.---------.-------____ ______.__ � I -1 I ­-", I -I I I � I - ­­_ - ___ , 1_, ____ - � - , , . .. ........---------,-- ,�_ � I .� _0 2.ALL MC Z-1 UNITS ARE FULLY ACCESSIBLE+Z-A4b . U� L_ 11.2 Landscape Plan IK3 Electrical Rough-in Plan 0 0 V) 111- 11 I 1_1__I---11-11-111-11,�--l'I'll�'ll,�ll,�,�I 11111-- � 4 C) ra � � � � -1 1--_111111.11 I I 11.1- I'll 111-111 1-1-111____ --I--- kn V) Section 4,-Compliance Staftiment � Cn . I I C) .21 �i �� lr& �1<4 Plumbing Rough-in Plan N 0 C) 1-- � . ;�_ ­_ 0 0 � ,�ll,",-�,�-.11,11,111'e-I'll""�-,�----"----"."----'I "I'll", 1.11_._.___­_.__------.-------,-,.,��,����ll,�1.1�"I----I'�,�,�1--l..-,.,",�Ill""I'll"-I � ,---T-- , , "' ,, . ............. '"'' ­­ ,____­_,____­_____,__*..... W) W) M Owrp%ncs SUftnont The pmposed emAilope OmW nWrwwWd in thm domm"a cw"ent w1h Ow bul*v Plans,spealksOtm wW � i -.4 = -I CD I I � I :K5.0 'Mechanical / Backing Plan/Elevations � � I I 5V%JW,11,VlX" ;"1111l0 ,1, I � � I I :� It It offw wbAWIms submWd wM dft pem*emkoNxt nQ to nix*go 2010 OnMon Enaw I I ; � '"" . ... ............... ...............111-11-1 1111'"'11"'11'111111111111111'1'ILI'--'1'1'1111111, I I __ � �; � I � Deferred Submittals 4 1 1 . 15 0 EfiWww.y Spedaky Code ruWkumwft In 0011ildim*-Wob and %ft ths in the PA**wwft ChaddIsL 4 .1-1 1�1-111-11.1 I � I,K5.11 11111-1-11- 'Hood Drawing and details , ­­­­,.­..........�,,�'I'll-I'll�,�,�-,�,�'ll""I�'ll""I 1-1-11-1-111 � ' . . . . . .. ..............................� 4 1 � � � I U N N � It I I SHEET TITLE: � a) � - All drawings and information listed in the "Deferred Submittals � 4 K5.2 I I . . I Hood Drawing and details � 1-1-1-1 "I 1-111 11 I 11 "I 1, 11 I ''I'll I ­­­­ 1-1 "I'll '', "I'll'' 111-111-1111- ­­"', ­­­­­,! I . I � 11-1.11,11 I ­ � I I -1--_.._-��11-���,­­I,­1-1-1�111-1-111 I...�,-11 1------...� . po 0. James Clarkson 7-14-14 1 ARCHITECTURAL 0 U 0 1 " - I .section will be submitted underthe direction of the registered 111� . I a- C4 0 No=-Mft strowm Date I � ­­­ � 11 I I I 11 I I'll,I 11111-1-1111 �K5.3 Hood Draw ii���d eta i.1 s', 1111, � ,I � , I I I I ­_­"" 11! 1-11-1111- 1_1111---_-_....____--1-11-_1____ rq It I COVER SHEET 0) n ,professional responsible for the overall design. When received �K5.4 Hoo r i n 11 I I I 1111-­1-1-1-1-11-�: N N I i � , � .0 1 �,�5 I :, g and det �s ,____�� rI _,.__,_________-_1 1-1- � �, I e PF -6 1 � and reviewed from all responsible sub-parties is completed,the � . ...... , , '' " " ' M � , __- , , "I I I I 11------11__._-_,_,________-: I I I I 11 11 I "I-11---��,,�-----"--"",��,,�ll-�-11�,,�-,-"�---,�-.--,,�,,�---,-�,�I ___, " 0 0 1 11 I I � . - in � I 1 documents will be forwarded to the building official forfinal � rmitted Separately I � . e DRAWN BY: �_ �� �: r � S14EET � 1-11-1111--I "I' ll I' ll I 11 11 1-111111111-1111 ­­ I'll I ' ' I 11__1______111111__111-"I'll,"I'll,-I I , � I'll, ­ ­­­ ­ ­ ­­ _ I � ­­­'­­ ­,­­­,11111-1111-- ....I'll...___," __- Z � 1- I SHAWN C � approval priorto installation. I I 'The following items of work shown in drawings will be permitted separate L � I I I I L L I 11 ­­-, I'll ­'''I 111111-11 I--­ --"'I'll 1-1-11111 I'll --,''''I'll, I ,­........­­.....................� 0) �i il-1-1-1--l-1--11-1-1- I - - -. I I I ­­........---- ­­_ E W ! I PROJECT#: lef > -- I __­---­­ __.___._________J 1--l- �_.____..._,_11111­�.__1111111 1-11--------. 11 _____ Details and drawings are incIdued for reference and bidding purposes only. ra .< C) 11 I "I I I I .,­--­-­­--­­---­-, I I I -1---"---I CL Cn ,,--,_,_,--. Sprinkler Drawings',-,---- I. � 1403 1 11�___ , I REOPI 06, i I 60"', nVJ NZ�_�11 '"" , " , ""' " " , I'll I - 1�"­ 11`__`1 II1111 0i � -1_1 1 __11__1111___1_ -I-,-,--- � 0 i Fire Alarm Plans I � Cn I ....1.1-1---.,�'ll-Ill',"-""�,�,-.""-,--.--.--------.-,---""",-,�..._,-1-1111 I-_1111."I'll'-_­­-­­­­­­, ,ExteriorSignage I � 11__­111___1_�1­­_,_ - I � V) 1<� � Trusses ! t < �4 L1­.'�-_'­-11'­1 I I - - � � I - ­_____ __ j rpo _,__"_L,.,._............_..............�.......__,________, Z ­­ ___ ' 'I�l-.------",-,�--,--,-"",''''I I I ­­­ ''I'll- 1 3: 2: 1 __ -_-_ . - - - I I I I M � M FIRE-RESISTIVE CONSTRUCTION 71 M 0 GENERAL NOTES th MISCELLANEOUS LIFE SAFETY FIRE-PROTECTION SYSTEMS EXIT TRAVEL DISTANCES: (see 1st fir for paths) � o M L REFER SHEET A336 FOR DETAILS ON FIRE ACCESSIBLE MEANS OF EGRESS PER SECT 1007 O 1, � O RESISTIVE CONSTRICTION. WALL ASSEMBLY 11. DRAFTSTOPPING IS NOT REWIRED IN ATTICS AND GENERAL NOTES GENERAL NOTES BY LEVEL(TWO EA REQ'D) MAX EXIT ACCESS TRAVEL DISTANCES: O O TYPES AND DESMPTIONS ARE INDICATED M FLOORS PER EXCEPTIONS IN IBC SECTION 71`13 ACCESSIBLE STAIR MEETS IBC SECT 1007,3 w!EXC 3m HORIZ EXIT MEETS IBC SECT 1025 REQT: R-2, A-2, & 1-1 OCCUPANCIES = 250 (SPRINKLERED BLDG) a� WALL TYPE SCEDULE LOCATED ON OVERALL AND 111.4 FOR FULLY AUTOMATIC SPRUKLERED L ALL BUILDING(S)ARE PROTECTED THROUG4a0UT WITH A FULLY V'1 FLOOR PLAN SHEETS(A2.1,A22,alto). BUILDINGS AUTOMATIC FIRE SPRINKLER SYSTEM PER IBC SECTION BLDG AB BLDG C cV O 1 INaLupMG� EMERGF]RJCYPOIEDRFORELEvA YOPER4TlON� 1st FL IAT-GRADE EXIT AT-GRADE EXIT PROVIDED: (121'+/- MAX SHOWN AB BLDG) � � � FLOOR/GEILNG/Fd00F ASSEMBLIES TYPE6 AND 9033.1.L SPRINKLER DESIGN AND INSTALLATION PROIVIDED M C/] 0. W DESCRIPTIONS ARE FOUND ON REFLECTED 12. ALL PENETRATIONS THROUGH FIRE-RATED WALLS SELECTED HVAC AND KITCHEN E lIPMENT,AND EGRESS LIGHTING. BY LICENSED CONTRACTOR AND WILL BE A DEFERRED 2.AT-GRADE EXIT 2.AT-GRADE EXIT ' CEILING PLAN SHEETS,Abe. 4 HORIZONTAL ASSEMBLES SHALL BE REFER ELECTRICAL PRAIUMGB FOR DETAILS SUBMITTAL FOR APPROVAL (159+/- MAX SHOWN Cl BLDG) PROTECTED BY AN APPROVED FIRE STOPPED 2nd FL 1.ACCESSIBLE STAIR 1.HORIZ EXIT 2. 2-HR FIRE WALLS DIVIDE THE PROJECT INTO ASSEMBLY TESTED AND APPROVED N 2 EXIT DEVICES.ARE PROVIDED ON DOORS FROM ASSEMBLY 2. ALL FLOORS GREATER THAN 30'ABOVE FIRE DEPARTMENT 2 ACCESSIBLE STAIR 2.ACCESSIBLE STAIR SEPARATE BUILDINGS(SEE COVER SHEET)TO ACCORDANCE WITH ASTM W14 OR UL 1419,A9VEHICLE ACCESS ARE TO BE P'RO'TECTED WITH CLASS I SPACES WHERE OCCUPANT LOAD IS GREATER THAN 50-REFER COMPLY WITH ALLOWABLE HEIGHT AND AREA DESCRIBED N IBC SECT 112.SEE%EETA03 AND STANDPIPE(SPRINKLERDE BLDGS),PER IBC,GSSG AND IFC 3rd FL 1.ACCESSIBLE STAIR 1.HORIZ EXIT HARDWARE SCHEDULE,BHEErAl5 2.ACCESSIBLE STAIR 2.ACCESSIBLE STAIR MAX COMMON PATH TRAVEL DISTANCES: REGbJIRpMENTB MEP PLANS FOR DETAILS 9053.1, 3 AT LEAST TWO ACCESSIBLE MEANS OF EGRESS ARE PROVIDED REQT: A-2, 1-1, OCCUPANCIES = 75 SPRINKLERED BLDG 3. TYPICAL BEARING WALLS,FLOOD,AND ROOF 13. DUCTS AND ARE TO BE PROTECTED E RATED FROM�(�-FLOOR AS RI BY SECT 1001. FLOORS ABOVE 3. REFER CIVIL DRAWINGS FOR FIRE LANES AND FIRE REQ' R-2 OCCUPANCIES ' 25' SPRI NKLERED BLDG) ALLY CONSTRUCTION ARE I HR ASSEMBLIES ARE TO 5E PROTECTED AS LEVEL OF DISCFNARCGE ARE PROVIDED WITH COMPLYING FIRE HYDRANTS RAN ACCESS,FIRE PROTECTION WATER SUPPLY,AND - ( ) FIRE-II CANSTRUCTION AS REQUIRED DESCRIBED N IBC SEC 116.SEE MEP PLANS FOR ACCM15LE ENCLOSED STAIRS(48'CLR BETWEEN RAILS), FIRE HYDRANTS FOR 0"TRUCT1ON TYPE VA-EXCEPT AS DETAILED CONSTRUCTION REQUIREMENTS. HORIZONTAL EXITS,AND/OR ELEVATORS ON STANDBY POTTER PROVIDED: <56„ I N BLDG AB EQU NOTED O1HEWISE FOR SPECIAL CONDITIONS AREAS OF REFUGE AM NOT REQUIRED PER THE EXCEPTIONS 4. REFER MEP AND KITCHEN OWS-6 FOR DESIGN OF AUTOMATIC 14. ALL OPENINGS PROTECTIVES REQUIRED IN ALLOWED FOR SPRINKLERED BUILDINGS FIRE ECTINGUINING SYSTEM FOR COMMERCIAL KITCHEN a� 4. TYPICAL.TENANT DEMISING WALLS AND RATED RATED C 45TRUCTICN ASSEMBLIES ARE TO EQUIPMENT CORRIDOR WALLS ARE CONSTRUCTED AS FIRE MEET RATING RI DESCRIBED IN I5C SEC 115. 4 ELEVATOR INSTALLATION AND OPERATION ARE TO COMPLY w/ PARTITIONS,UNLESS NOTED OTHERWISE F47ER DOOR AND WINDOW SCHEDULES(ALD AND OREGON ELEVATOR CODE DETAILS AND DESIGN ARE AS 5. PROVIDE FIRE EXTINGUISHERS AS SHOWN ON PLAN,AND 5. CORRIDOR WALLS ARE I HR RATED N 1-1 caricV, �,) FIREMEN ANA SHOE ON SHEEN All,N05Y INGPO PROVISIONS FOR FOLLOWINONAL G:ING:(1)UNITS A-IOBC WI EVERY 3000ef FLOOR AREA TOTAL BLDG OCCUPANCY FIREMEN RECALL OPERATION AND STANDBY POLLEE AND R-2 OCCUPANCIES 15. ELEVATOR LOBBIES Aim NOT REQUIRED PER AND WITH A MAXIMUM TRAVEL DISTANCE FROM ANY POINT OF IBC SECTION 101.14.1 EXCEPTION 04 FOR FULLY 15'.MOW N SPECIFIED CABINETS IN HIGHLY VISIBLE AREA BLDG A/B - 1353 OCC 6. A I HR RATED SMOKE BARRIER WALL DIVIDES AUTOMATIC SPRINKLERED BI NEAR EXITS AND AS DIRECTED BY PROJECT MANAGER ALL STATE-LICENSED FLOORS N EA BLDG INTO ADDITIONALLY,PROVIDE(1)K PORTABLE EXIMBLI&ER WITHIN BLDG C = 638 OCC TWO SMOKE COMPARTMENTS. 16. WHERE ANNUL-.AR SPACE PROTECTION IS 30'OF VENT HOOD N COMMERICAL KITCFIEN. 1 HR RATED PROVIDED N ACCORDANCE WITH EXCEPTION I TOTAL = 1991 OCC CORRIDOR 1. ELEVATOR EQUIPMENT ROOMS ARE OF SECTION 112A2(HORIZONTAL MEMBRANE 6. PROVIDE FIRE ALARM AND DETECTION SYSTEM AS SPECIFIED a� CONSTRUCTED OF 2 HR FIRE BARRIERS(PER PENETRATIONS),FIRE-BLOCKING SHALL BE AND COMPLYING w/NFPA 12.FIRE ALARM DESIGN WILL BE PLAN)MATC 4NG THEIR ELEVATOR SHAFT'S FIRE INSTALLED AT OPENINGS AROUND VENTS,PIPES, PROVIDED AS A DEFERRED SUBMITTAL RESISTANCE- DUCTS,CHIMNEYS AND FIREPLACES AT CEILING Aa AND FLOOR LEVELS,WITH AN APPROVED 1. PROVIDE KNOX BOX SECURITY EQWPMENT NSTALLED PER C'J S. SHAH'WALLS,INCLUDING ALL ELEVATOR AND MATERIAL TO RESIST THE FREE PASSAGE OF LOCAL FIRE DEPARTMENT REQUIREMENTS. EXIT ENCLOSURES ARE CONSTRUCTED OF 214R FLAME AND THE PRODUCTS OF COMBUSTION. FIRE BARRIERS WHEN CONNECTING 4 STORIES FACTORY-BUILT CHIMNEYS AND FIREPLACES AND IHR FIRE BARRIERS WHEN CONNECTING 3 OR SHALL BE FIREBLOCKED N ACCORDANCE WITH LESS STORIES. 3 A 2 HR OCCUPANCY SEPARATION IS PROVIDED 11. ALL FIRE WALLS,FIRE BARRIERS,FIRE BETWEEN 1-1 AND 1-2 OCCUPANCIES,VERTICALLY PARTITIONS,BMIOKE BARRIERS,4 SMOKE O AND HORIZONTALLY PARTITIONS 814ALL BE FERIMANENTLY IDENTIFIED IUT14 SIGNS OR STENCILING MR I5C 103b,AND 10. ALL APPLICABLE INCIDENTAL USE AREA AS MODIFIED BY 2014 OSSC (RESIDENT LAUNDRIES AND SOILED LINEN)ARE PROTECTED BY THE AUTOMATIC SPRINKLER SYSTEM. MC SMOKE COMP 1: MC SMOKE COMP 2: 8515sf 6884sf refuge area REFUGE AREA REFUGE AREA REQ'D: refuge area Q provided: 1880sf REQ'D: 568sf 459sf provided: 2442sf _._._._. . . . ........ I � I I I ? DIN � - ING � ' ' Met M , ' -v i I T I ALF SUITES ALF SIUITE$ ;------ -- u J ns .r Aese�rirraxc ' I-I Bt EPlYa 6 u C2C2 nbocC6 TOTAL -° cn o 101 �e -� "" S OK CO T V DI 40' ----- o c � c v o c ado c o� 120 6r/OCC 1 �a ocXw o � In .p O •_ I � I - _ �� - . - - _ _ - _J I 30sec DELAYED OCCUPANCY = 165 CD � y Q CD -� 84 OCGe -_----_-_.�._ ----------------; EGRESS EXIT +v nt m '; -- EXIT WIDTH REQ'D = 3311 fff __._. CL CID00 co n r -� OKE COMP 1 z" --_ / _ - U PROVIDED = 128" o m m ALF SM L- I I 08! Xb WAX Xn .n Aae tD IV .: 6816sf _ �. EXIT ._.__. . � r x_: 2 32 R DOOR N -� XiP ---- - --- •.• Iv � refuge a area re 'd: --- - r, --- (1) 64 CLR DOOR �� _..._..._.. .....1 _____._ X�6 -- -.._........... �. .._.. e =.a _ 10 m 444 er (� 454 f ' aw r v C� I:KI refuge area I Ate, 100 .r v v - I_�.:. - provided: 814sf ! 30sec DELAYED 5 Xxu 4 Q EGRESS/MC EXIT - - _ d 1 N areLraeuon _ C Y s' ' � 4^ LIVIYs ; END y x x f..,:. (r=� _ 1, Z-b. .b -y ul 616 .r --- ,_r_ TYP A WING DEAD - ... ® © $ 1 . . >t ( ® - 50'ALLOWED IBC �' ' Ax I r' Asp DELAYED EGRESS/EMERGECNY A-, _ i z DELAYED EGRESS/EMERGEC Y A-M 1 ] L� U3 `D ONLY EXIT SERVING ASSISTED ® -- -- - m / arm - em - ' Q N � , Oir A-a -' L,GlC ,+4 t........L r� � III -iJ I i r ^J J ; ONLY EXIT SERVING 2ND FLR Fma era. - LIVING L� J -, RDW _ C ASSISTED LIVING 1H FB 1HRF6 III � 1H 11 lg� » VR1 .... ..._ : r ?n (� F`. _._, - '1 aEXIT �tsh.n ----- -- ---- --� r1 E FZA �r-1 Eca C'� l /// - � _____ I1Tml�i-.-. .� XI EL_ O c P aLr�G+Am �1 � ..'"" __LTi rrrrr`' -- M OK CO T DI = 2' - ® - .. - -- - 1911166111111111: 1 HR EXIT _. __ -- _ wN A----, t 1 HR EXIT �aHl a3aHl .... ' ; V-V I I I I_ _ � 1HI 1 (SATIMt � I i - i; i uw m=ENCLOSURE a X1}73 ( 7 V"V \✓ t i ® (11 �® o erg ENCLOSUREv' � N a --- z-Arca ! - 11==-=. - -1 O A-2 m A-21c� t� --' -- - Ar ( z. u F-11n. NOT A MC EXIT- C/A FOR I x 1� 1 © _ ' .... I 'p ' n STAFF COMMUNICATION .. •!_ :' 9!6 ..."_...._.._-._._.._......._.. ._...._.. Z-w "b bb z-Mb w - - -_ - - ONLY 1 _....._. Enil II/ KOF ' i 50 ALLOWED) _ ...._.............. u ALF SMOKE COMP 2 -______ ._-- _ =__ - - - - ---- L_ of ._...._ -- -- -- ---- ( lf -'--- Q - A-w 1 - A-4Q _ I MC SUITES I ---........... r n I ' ® _............... I 3044sf E7K w I-1 sLEFPu+r� refuge area req'd: - R 5400 or A I 1 IR I __ J ____._.__ --- 203sf ____ of/OCG 1 HR SHAFT n refuge area A' ARATION ' I " '° _� R ENOL ELEV A-" provided: 659sf 2 TO L C �� ' ' z-aa. Z_A 1 C 7 2 F I @ Iia 1 - --� Cs.] -' _. _._.._ _ OCCUPANCY = 224 ...------ _ _ -- - etca 1 HR EXIT E�XxlI111 0 _ e_l HO TOTAL OCCUPANCY (BLDG C, LEVEL1 ) = 308 � iC11 ENCLOSUR c_ _. T _._.:� EMLCIX IT D 1H SHAFT EXIT WIDTH REQ'D (BLDG A AND B)= 62" SULK : SURE PROVIDED = 210" mere ' ( '' ; ,,, ENCL @ ELEV° , I < OW4 [� Q� ANI-DO= arararnao� n o t on -te a DIT. (3)38 CLR DOOR � 9Z6 H - g .r 15 K" (1)32" CLR DOOR occl ° I o "° =c' (1)64° CLR DOOR (EXERCISEAREA) �n (INCLUDES 18 FIXED SEATS) IT SEPARATION=21',- aeasrwca�r r> _ Tei K ._-__ � � er ; -...' �_I DEAD END ADD1'1 019-22-14 50 .r _� ..:.........._-__ a !or" I (50 ALLOW D) I Xxc. ��' ��O x .:..:. so occe � 18'-0° a -i - - = _ - ___.____._... ___._ EXIT TRAVEL DIST:=106'+(- El '"b n o eq El Ift AI M04 I 166 i t n CA EXIT - _ L � � -� C Loee 1 1eyr.a=rcl 6 1 Xxu �� =� EXIT �� $ er f'. � TM � aeeeLrarorac B H '�' ��'�i I�'� b I WAWTM OPEN BELOW 6m ocu rob er �' °a' ® U 900 &. wa 6 H rxvvarc ppq 111 1 o i CRAd1r 5i°'. a� a ii MiYV I-MA AOD NOT AN 1 u oca`� °° e..eL. + $ C! 7 s• q ® DINING EXIT STAIR � erEl .r . ' JAMES CLAR ON MAX COMMON PATH: ;:.; '"~ ems i _-Q _._ it 7Ak79a MBi ACM'Y i a i s Af'TMTT t!�t %O of 0 � gr-l '• ..�. " 'rxe. a ® DNlYe TOTAL SI"xP 6r�m120 6N of I �r OCCUPANCY = 507j 11 .r �'-- Gl I � 1 s .Ter OF A:., TOTAL . ® N6 ow o e NOT AN EXI OCCUPANCY = 242 xTNrtr PROJECT TITLE: o Q o �,� EXIT TOTAL OCCUPANCY (BLDG A/B, LEVEL1 ) = 684 ACT Act OPEN BELOW b ® EXIT WIDTH REQ'D (BLDG A AND B) = 137" Itt pR 1 TOTAL OCCUPANCY (BLDG A/B, LEVEL2) = 419 28 r>a. _ ® E3 PROVIDED = 328" N EXIT WIDTH REQ'D (BLDG A AND B) = 76" EXIT eo L_.I O " ' 4 38 CLR DOOR v� g._... PROVIDED = 128" irul - i (2)68" CLR DBL DRS a wL 4)32 CLR DOOR 1 HR EXIT f 5 - ----- ® O 4 1 HR EXIT - ;` ( ENCLOSURE 1 �AftYtEPARATION (1) 60" CLR SLIDING DR ENCLOSURE 1 HR �Y ' PARATION .-1 j 1-2 JIqImo fl i ' _ .l .. - ... .- ILL ; 1 HR SHAFT -- ----- L.................._ ?.........._p.__...................._._....1 - y , . 1 HR SHAFT I ENOL ELEV --- - ----- y:. , '\ E- ENCL ELEV ±...............1 a L.. @ ,> a x X -- ,--1 O I M a x - 7 y � •^ 1 _ LL � rs1.6 m \ cope as ,� era. is 1 LU r I )LIJ LU !I 6. --g s' I F i .._.. - �811 U \- r E IS I I-I SUITES tiP D T:- 95' / / - -- ^ -' '' L T VE - ----- ------ --- - _ l i r- - . I ... ._ I' O - �.. 1 HR EXIT ASSISTED LIVING a) I-1 N I ZO� .i - �/ _ .a(: a I ton .. _ - i..... r_,� -- V-1- CD .,... ---' ,T X5 CLAR� "Xi 1 HR EXIT I ENCLOSURE 212m5 of W aL ENCLOSURE .. m I { I: O E T 120 6f/OCC Ci III OCC6 C3® 'Ly ' U -- - e I-- �_r r -I ASSISTED LKI , � . 1 ` DR:] 6f _ i Wb 120 6f/OCC �1 LL � O � � � '� C� I m a _ _ x R� R� '� TOTAL n, occ6 i l --- a ® _- ... - TOTAL - OCCUPANCY = 177 �- � OCCUPANCY = 177 __. 1 HR EXIT � � 1 HR EXIT _......._._ 1... OCCUP � LIF - .. � TT ENCLOSURE -- --- -- EXIT ENCLOSURE _ _ _, o o E �- SMOKE COMP 1: SMOKE COMP 2: refuge area Q SHEET TITLE: SMOKE COMP 1: SMOKE COMP 2: refuge area 13233sf 7972 SQ. FT.sf provided: 737sf LIFE SAFETY PLAN 13233sf 7972sf provided: 737sf REFUGE AREA REFUGE AREA cv N REFUGE AREA REFUGE AREA refuge area FIRST AND SECOND provided: 1594sf provided: 1643sf REQ'D: 882sf REQ'D: 531 sf LEVEL AND NOTES L N N REQ'D: 882sf REQ'D: 531 sf LEVEL FI E LIFE SAFETY PLAN FIRST EVEL FIRE LIFE SAFETY PLA(�_2�SECOND IDRAWN sr: SHEET: 0 Q SCALE 1" = 20' T TALO CUPA CY THI LEVE = 177 (SECT A) + 507 (SECT B1) + 24(SECT Cl) +84 (SECT C2) = 992 OCC U) > GAL P = 0' 177 (SECT A) + 242 (SECT B1) + 165(SECT C2) = 584 OCC PaaecTu: �O. 1 1403 I F un DATE: cn a 7.11.14 L 0 t M ke) -4 00 _._..._ , Oen 00 Plumbing Fixture Calcs o o ....m__a a,_...... __,,.,. U _. I 3 I a� I >~ 12014 OSSC ,.,m 1 .m_. , - y .....,..,.. ,.,...,,,.„,n,,,.. ,...:..�.m... ..,,.,.a.ea+ ..... ..:.,,.,,.,. �.�... p., ...:..,.,.«., ,. ITigard -------- !use/occupancy .._, -- 'use occu anc Water Closets Lavatory DF SS M ul) 0, 4. / p Y Y load ratio male ratio female ratio male female MAX PROJECTION W =4” Assembly-dining ILFdining 126 ALF dining 110 Cafe60 .-_;� I 1= v ;Private dining 14 310 1/75 2 07 1/75 f. M "2.07 1/200 0.78 0.78 ry _.:_. _.__., ., .. 3 FIRE EXTINGUISHER CABINET Activity Spaces SEMI-RECESSED C.4BINET Parlor Libra 8 15 Parlor/Library ,..._,� SCALE: 1/2" I'-0" MJIC�Sf�'ECLT/800RREQ'T/IOE00 FEC Hospitality I 80 Theater 62 I Crafts/Activity i 64 _ -�. ...__..._,.,__.,...,md..m��.a_... -m.-.,,.,._.,,..,,,,.,«,«,_,_�_._mm.m�. Exercise 32 v� _.... mrt ,,,..,, ,, ,,,,,., ,,,.,,,,., ...,. _ ...., rom_._ .. ._..,.._.. _«..,, ,., .,._ ---------- 246 1/125 0.98 1/65 I 1.89 1/200 0.62 0.62 ALF SUITES _..,, _ I-1 SLEEPMCs ._...._ _,._ .:, . : .. _... _....,..__ ,_ __.. .. cn IBusiness 19849 °f TOTAL 3 - c� �.w.. 120 of/OCC 165 ° � � C: o �' o _ .. ,. -- .._...,. ._,.,._._ .,_..._ ...,,.. _... _,,.... ., _... _,.. _ ..,., _ �, o (0 Z cc � o -kitchen 5.. ,. ° 1 ' �C° (D (n CD CD `� (D -fin 2 FIR SRAFT(TTP FOR 4 STORIES) 2 uR SUAFT(TTP FOR 4 STORIES) _ ..-.... � mm;_ _.. _.. _._. _.... ._ _, _ _._ _. .,.._.__,,.,..... _ Q -" rn a N N m 2 LTRS V 1YPE X EA 2 LTR V 1 I X CN FM 165 I ' n 0 �p SI x FRAMING. E ♦I"SHAFT LNER ON MTL ,Salon 4 __..._ _..... __. _...,,_ __. ? -- EXIT WIDTH READ = 33 �, �, no (0 w w no r PER GA FILE WP4135 STUD PER GA FILE WP'T051 ................................ _._.......,.„..,...,............,............,.... �e.,., ,,. .......,..,.............,,.,...,... ! Offices 8 i PROVIDED = 128" o m m C2 ...,_ A I.a ° . ; (2) 32 CLR DOOR cn o �• 17 1/25 ? 0.34 1/25 0.34 1/40 0.21 0.21 v - - ,-; r� M U ! �, N !Z x. i n ! I 1 64 CLR DOOR I ( ) E i , . ! i I ,..... ... Via...... ....._. .... . ...-._.. ....... I e I I i 1 1 i `x k f a' i q Subtotals 573 3.39 4.30 1.60 1.60 ._.__c ..........�? TOTAL(rounded); 4 I 4 2 2 ..._.___ w_.. ._., ,.,,, ,_,___.,.,w,_,.,. _ .,,.,....... _ ._;-----._..-._.....I u I Ems' � ;� I_�__. � � ' _. �r Ducie vucTs -Ia m f PROVIDED 2wc 2ur 4 2 2 1 2 A f / ' _,�� :�_ -- • _� �' �; ----- �,.-.. � � __.,, � [�� _ _ _ �-�_� ��� TYP A WING DEAD END ;NOTES:SERVICE AREAS NOT COUNTED IN DINING ROOM 50 ALLOWED IBC _. V I ". a s i IFR OWE(TTP 3•L OR LESS) I FIR SFIAFT(TTP S 51.OR LESS) l } i i E i ,_cA_9ts ... A.^f." 1 1 i S � — A.� ��., I I CA I LYR "TTPE X EA I LYR "TYPE X ON FM SIDE 1. SERVICE AREAS NOTCOUNTED IN DINING ROOM 1 [ A.� a �., _.. A-, , i., __ ...:....... .... . ",.,,:,.,.,.,, .,".,:..,(.....,,.,,.,"..-...,.,..,.,.. .....,_E.,....,. ",--;,...,«......m,. „..,.....,., .,..�..,..,... ,. ,.,r. ....J.,., ............„ A-2 —''-1 i ji ? Ii ._. U] a9^:A pp ___. I h __. _._.......__._. ,. -.. ' _ _ ..___,R .._ _......1 l_.... . _ SIDE OF 2x FRAMING. I BHAFT LMER ON MTL CH _-�_._._._._._. `v-. I; T m I-RU +___:? C31 _._? C,I -(-= [?a'"a N PER GA FILE WP3510 STUD PER GA FILE WPl008 2. PARLOR OCC COUNTED AS A LIBRARY AT 50SF/PERSON W a ��p r I --..__.__.! - lib FRAME OPTION MIL SHAFT FRAME OPTION WA _ � _. _ _ � 20 SHAFTLL OPTIONS M MP L ST: 19 +/- spy S OKDIT V DI = 2' - SCALE. I" . P- .....-_.I 0" Ml)'R'1l QmCTLR'1R/Dl�I,aNOF1K�YPLL 1 HR EXIT F _ -- -------------- _ --- 1 HR EXIT �i ?J1 t1 OI II ! I i ar ENCLOSURE--*' II yr edv r v�' ENCLOSURE � cn �� -- { , 7g i te`�i��e�re�SJ��li�i, r___� aa� F ..-_._...1 I A�, C.._. __ A-4r1' I i! y 'I F1 Y'.�.ar..a-....�.......... 17 I..Y..... r ....i. ----- -- - 1 I WRA --- --- --- F " E - -- ------I; ., -- -._._._.. ........... - = A.Q ;,----- --- - LAYER 5/ E _....... _ � -_- - 8 TYPE X Gl'P BD BOX P , i I _ ___-- ATTACH TO FRAMING AND BLCK WITH I TYPE S e� DRYWL SCREWS b"O.C. i �t K ANY TIONS , _j ' THROUGH THE GYR PENETRATIONS A.� 1 HR SHAFT1% IN , ._ �� !' I A � n `- I R V V ENCL @ ELEV A . i (JOIST, D,SUPPORT C) _.I f 2 F r ........................_ f FF 1 HR EXIT ENCLOSURE 'i d ,R n i BLOCKING E ------- GYP ALL(5)SIDES OF OPENING ASSEMBLY -- _._._._._......... TAPE ALL EDGES(TTP) RECESS IN RATED ASSEMBLY 2 5 FECs, WASHER BOX, LIGHT FIXTURES, MISC EQUIP SCALE: NTS MJO°FNI8wab GTFsCDM9280 GTPBD-EOX stc*e it I I 1-1 SUITES I i?:-r.: P,,,•� ASSISTED LIVMG 8129 Sf ® I 13 OCCS TOTAL ! I OCCUPANCY = 73 - REVISIONS: QADDM "1 9-22-14 I. E RE TOTAL OCCUPANCY (BLDG A/B, LEVEL3) = 250 I EXIT WIDTH REQ'D (BLDG A AND B) = 50" �2 + -'' -`-` PROVIDED = 128" -40 (4) 32" CLR DOOR 1 HR EXIT 1 ENCLOSURE ' 1 HB _ Y PARATION w 1 - JAMES CLAR ON 1.4 1 HR SHAFT ;. SALEM, OREGON ENCL ELEV _--_--::::- .- - ..... p ------ __._._.......,-- EXP 6/30!106 r 4aa i W �f � OF 0 N PROJECT TITLE: 'y I .ate ,� •� C�.�..] �' (. � ; i aria I � m \t ccs lss i Lnj 1 M E M EL IST' ENCLOSURE : _ — H LLI<w� �1 c 1-1 SUITES .. t _ .:- CS=:! r I Imo.._' I , " .._: ASSISTEDLIVMG 5�p �, R •• , DWI L..... I C =) 21205 Sf !s' ' � 1-gt,J 2ta SF/OCC t•� j ; I TOTAL 1111 occs U o I s OCCUPANCY = 177 N x `� -- U 1 HR EXIT � �`---- - � + 1-1 0o ENCLOSURE -'=�-- _.. C7 f •^' I—I o - SMOKE COMP 1: SMOKE COMP 2: refuge area 0 13233sf 7972 SQ. FT.sf provided: 737sf x REFUGE AREA REFUGE AREA � � refuge area _ oU provided: 1643sf REQ'D: 882sf REQ'D: 531 sf 1 ° N L� C) Q W 0 (71 E E Ul o o , THIRD LEVEL FIRE LIFE SAFETY PLAN k ° tn C:) SC,4LE 1" = 20' 177 (SECT A) + 73 (SECT B2) + 165(SECT C2) = 415 OCC 0 0 g N N SHEET TITLE: LIFE SAFETY PLAN N N THIRD AND FOURTH N N s~ a fu LEVEL 0 0 M DRAWN BY: SHEET: 0 'i > PROJECT#: Ac' A) Q 1403 H A0.2 0) V] DATE: a � 7.11.14 0 M '-- M 4'-0" M i 12u# — — .b 11D 00 C) M 00 - - - F-- - - - - - - - - � oM *IF BOTH CLOSER AND *IF BOTH CLOSER AND L CH ARE P�OVIDED LATCH ARE PRbVIDE1) ��— — — — I CLEAR FLOOR _ �o o o I 22 I 1 SPACE 22 v „ u 2411I I I KNEE of CLEARANCES REQUI p I I SLIDE SIDE APPROACH-SLIDING 4 FOLDING DOORS 12" 36" 12" - - " � - - - - L - - - - - - - - - J I - - r- - - - - -- - - HSI SH 51 SH 51 1 /I� �� XX X X \ - 11 \ — — — — _ — — — — LATCH SIDE APPROACH-SLIDING 4 FOLDING DOORCID 5 0 \ J L X — rX-36 In.MIN IF Y=60 in� 241 l5 DIA) r- — IX=42 in.MIN. IF Y=54 in. I 0 (x I r o 0I CIRCULAR I I _ X a I v I I \ TURN SPACE >20"-45" 10"max 24"max I \ / ANSI -T UNOBSTRUCTED 20"max O 5t TION 20" -25"max OBSTRUCTION UNOBSTRUCTED OBSTRUCTIED — — — — — — — — — I I \\ /// OR I TURN SPACE I OO HIGH FORWARD REACP RANGE 5 f DE REACH RANGE PULL SIDE PULL SIDE PULL SIDE — — — — — — — — — — — — — — — J � 6 FRONT APPROACH HINGE SIDE APPROACH LATCH SIDE APPROACH FRONT APPROACH-SLIDING 4 FOLDING DOOR ACCESSIBLE REACH RANGES SWINGING DOOR SWINGING DOOR SWINGING DOOR SLIDING DOOR DETAILS ACCESSIBLE TURN SPACE DOOR CLEARANCES AND CLEAR FLOOR SPACE z SCALE: 1/2" = 1'-0" 3 " - �� � SCALE: 1/2" = 1'-0" M:/10SMCLT/e00RREQr/l0S00 ANSI-t SCALE. 1/4 - 1 -0 M:nOSr�ECLr/S00RREQr/10500 aPr-r�oacl-I O DIMS TO HIGHEST OPERATIO PART 2 4" MIN PER NFPA (WHERE LICENSED BY T STATE HEALTH DEPT) THERMOSTAT L J a 2 4"max 11� " 1-1/4"min-2"ma l� " SWITCH i DIMS SHOWN FOR 4" - 6 1 " a min UNOBSTRUCTED f— + PERIME R REACH- SEE � REACH RANGE DETAIL FOR OTHER CONDITIONS '— —' NOTE WATER URINAL OUNTAINS e 0 0 FLUSH CNTRL DIMENSIONS AND CLEARANCES SHOWN ARE PER ICG/ANSI 111.1 2003. ' OTHER STATE OR LOCAL, OR FEDERAL (IE ADA)STANDARDS ARE ELECTRICAL PANEL INDICATED WHERE MORE STRINGENT 2 NON-CIRCULAR CIRCULAR Q i w HANDRAIL SHAPES ARE GENERIC-SHOWN :o O 1 FOR REQ'D ACCESSIBLE DIMENSIONS AND C" 0 RECEPTACLE/ � CLEARANCES ONLY. REFER APPLICABLE E DATA/COMM u, x STAIR/RAMP DETAILS FOR SPECIFIC _ OUTLET O -' STYLE/5HAPE5 `^ (SEE ELEC D S FOR 5PECIFIC DEVICE HTS) FIN.FLOOR CLEAR FLOOR SPACE REQUIRED ACCESSIBLE HANDRAILS TYP CONTROL HEIGHTS MISC. FIXTURES CHANGES IN LEVEL 7 FOR UNOBSTRUCTED REACH MOUNTING HEIGHTS 6 SCALE: NTS M:/108PECLr/e00RFa'EQr/1050014R SCALE: P = 1'-0" M:/16ELECT/05MASIC/16050 CONTROLS � SCALE: 1/2" = 1'-0" �+ SCALE: NTS M:/108MCLT/80ORREQT/IOS00 LEVEL M:/10 MCLr/S00RREQT/10800 MNT I-IT VERT GRAB BAR CLEAR FLOOR SPACE 30"w X LENGTH REQ'D BY OWNER 3'-0" CLEAR 5'-0" CLEAR 3'-0" CLEAR V-0" CLEAR OF BATHTUB REQ'D w/ NO FIXTURE NLOt ANSI REQ'T MAINTAIN FL SHWRS GYP ALL 5RE SIDES RAT1N IN RATED WALLS ' ENCROACHMENT a ROLL-IN) i; ADJ HAD SHWR ADJ H SHWR BLOCKING C 30 x48 C AR FLOOR SPACE ON VER BAR - P ON VER BAR - " F PARALLEL O SHWR REQ'D ANY WA s '1 INSTALL ALL GRAB BARS AS SHOWN 4" x 4 rx ANY WALL (FROM CO ROL END), 30"x60" 4"m k 1 ADJ H INSTALL ALL GRAB BARS AS SHOWN F -1ON VERT A THREE SEPARATE, ONE a EA WALL O REQ'D IN COVE -3'F ONE CONTINUOUS WRAP-AROUND E 1 71 24 24"max 24"min 12" `� I •••••••••••••••••� I 1� 12" CONTROLS - ANY WALL, max I � WITHIN THIS HT RANGE ' — BLOCKING f WALL — — — — — _ — — R — — — = MAX L — — J - - J �4 �0 - - - R- - - - - - - - - - - - - - - - - - — � - - - — ; � - - - - - -I -' � X � X � � � � X PROJECTION _ _ INSTALL GRAB BARS AS - ( a =411s I I � — — — - SEPARATEa EA WALL OR _ = L — — — — — CONTROL .0 a 30"x60" CLEAR FLOOR SPACE e � JE ONE CONTI UOUS WRAP-AROUND PARALLEL TO SHWR REQ'D - c4 Z r 0" M cq ACCESSIBLE LAY MAY ENCROACH SEAT Mcq `r r !{ # yfr'- �, REMOVABLE OPPOSITE CONTROL WALL - REMOVABLE BATH SEAT I I "h MAX ►n `r s "k, BATH SEAT I THRESHOLD BACK WALL CONTROL WALL FIN FLR — — — — — — BEVELED) REVISIONS: I 510N5 CLEARANCES ATHU WITHOUT PE AN NT SEA 5 ROLL-IN SHOWERS w/NO SEAT TRANSFER SHOWER FIRE EXTINGUISHER CABINET 11 ACCESSIBLE BATH TUBS AND SHOWERS 15 6E IE-,RECE55�ED CABINET M,/I E�Lr/am�REQT/I I � SCALE: 1/2 1 0 _ _ __ _ _ _ _ _ PAPER TOWEL DISP. THERMAL PROTECTION F 30"w x 48"d HANDICAP MAX ON PLUMBING 1 100 CL ® AOR _"�TURN SPACE REACH 5" 2" 5" 6" 9" L 60"d or T DEPTH TOE/KNEELAV i\ RMAX EACH HT 48" 46"42" 40"36" $ 8" M KNEE C AR 1 CLEARANCE 1 \ — �dDER i.q� — — �I \ 611 3'-011 MIRROR _ CSRAB BAR JAMES CLAR ON AX e Lf. — — — — — — — — — --II , 12" 24" PAPER TOWEL DIS NSIERS L�+V NOT ALLOWED TO ENCROAgH MIN MIN (SEE PLAN/ELEV 39"-41" l ( � SALEM OREGON O� WC CLEAR FLOOR SPACE I SOAP FOR HPE) I I 42" MIN 12" I DISP. MAX. EXP.6/30/2016 SEAT , 'Jr' 60"w x 56"d I / COVE DISP91 . 0 30" f,.'`�i �V OF MIN. CLEAR a PROJECT TITLE: CLEAR FLOOR I '"% o ;' z \ SPACE a WG 6"MA TOE AR. ,' o y DOOR SWING ALLOWED - ct) A OVERLAP CLEAR FLOOR SPACE ,pp —"--7,— TO r- - (12" MAX - OREGON) o z OUtEt `v c11 cV d i 1 THERMALLYcq F T X z i ! '' ._._._._...__._._.____._.___._.__.__.___._._ X PROTECTED X m E E PLUMBING — .•``� EE AND T E E:L E: O 1" MIN DEPTH d C7 18 CLEARANCES � MAX. 54" MIN. SECTION b ACCESSIBLE SINK/LAV 1 G ACCESSIBLE TOILET ROOM DETAILS SHOWN FOR MIN REQUIRED ACCESSIBILITY CLEARANCES AND DIMENSIONS ONLY - REFER FLOORPLAN AND INTERIOR ELEVATIONS FOR SPECIFIC LAYOUT,FIXTURE TYPES,AND ACCESSORIES 19 KNEE/TOE CLEARANCE5 m SCALE: 1/2" = 1'-0" SCALE: 1" = 1'-0" o N ' 4 I U 0 O u -oil '00 2511 cn L � ' ` cn f� 30"min KNEE SPACE REMAINING N MEETING TOE/KNEE CLEARANC C) U PER DETAIL MNomenp - ►� N H o BRAILLE / a O 04 \_2" LETTERING SYMBOL WALL REMOVABLE PNL a s I x CLEAR FLOOR SPACE REQ'D d TO MATCH CABINE ` > x Q I THERMALLY F POSITIONED FOR PARALLEL - FINISH f i / PROTECTED APPROACH TO �OF BENCH e 8°mTn 3 sZ I / i PLUMBING m U- N 20"-24" I Ix2 WD BLOCK O o o Iii \ NOTE: O - REQUIRED / � o O O / � �II SIGNS SHALL BE INSTALLED ON - KNEE I ; d. � �� �� I // 0 - CLEARANCE THE WALL ADJACENT TO THE LATCH SIDE �.� o o OF THE DOOR AND t0 BE 60" ABOVE r REQUIRED L("max x SHEET TITLE: E N ro REMOVABLE DOORS II / i `� STILE,&BASE \ LEXTEND FLOOR AND WALL FIN.FLR MOUNTING LOCATION FOR SUCH TOE I 1'-?;'� n °' ICC/ANSI 117.1 2003 FINISHES UNDER CABINET SIGNAGE SHALL BE 50 THAT A PERSON MAY CLEARANCE ACCESSIBILITY APPROACH WITHIN 3" OF SIGNAGE WITH OUT - �� i ENCOUNTERING PROTRUDING OBJECTS OR STANDARDS ~ o o �� STANDING WITHIN THE SWING OF A DOOR DRAWN in (:D ADA TABLE SINK/LAV CABINET TYPICAL SIGN DETAIL ACCESSIBLE BENCH ADA SINK PANEL SHAWN SHEET: A) ? 22 24 PROJECT#: o SCALE: 1/2" - 1'-0" SCALE: 3" = 1'-0" M:/ImSQECLT/40m81C*S/10400 OR SIGN SCALE: 1/2" = 1'-0" M:nOSPECLT/wcRREQrn0e00 wNcw++T SCALE: P = 1'-0" m:/draftin"rojectsAWI salmon=e@k/psrm1t/detail6/6T*panel ada 1403 A0• L 111TT cn H DATE: 7.11.14 V] � a L Q G c.E E d'e -- d . .v. . 'd .8• d . •, . •o � ° w . 'dd/�±7 d°' v. °° .d d d . d d a' -v ' a °' d e' ° T e / FE f e:. a 3 J v d e d 'd Square Footage Summary I 1 t I _.. _..... .. _ ... __ ._._... 1403- tigard bases I _ _._ ._. _ __.___ __ - _ _ e . ! v d 3-Sep-14 I � � - - _ �_ _ _ _ - - �� d C y { 4 I 1 d tRY 10 0 1. I ° I a v C Assisted Living Suites I ' i. 3 31 A-1 495TIT ml -f,1�07 ---2 2 2 6 ► ' 3f d C C C C C C C C A-1b 496 0 2 2 4 Al2 I ! A-2b 548 0 2 2 4 I 3 a ` ' I ._'I \ 0 A-2 550 2 4 4 10 I ' 9 E:::::: ,i'i 1 A-3a 618 1 1 1 -,3 i I I I � I 3' I Al2 A-3b 614 1 1 1 3 I I I` IL A-3cr 623...... . 1 4 4 i I -. _:_.. :_� � `' `�• � g --1elm I I - A-4cr 702 2 4 4 1 [I I. J I I I :rr I� I 0 d A-6e 933 2br I E I ' I; — — — — — — --- i i \\ 8. 2 4 4 10 IIII I E I / 1 0 59 i 11 i I I Total 0 11 24 24 I o j I' I a -.j. t Independent Living Suites I I I i I x \ I I 9 � de i i I-2 557 Z 2 2 6 I 0 o _ II ! rl ~. 1 ,IU 4 \ -2a 599 0 1 1 2 I i i »-- - ' �_, j(= t\ i r ° ! � I I I d I-3b 645 . .. 2 2 2 0 6 i-3c1 672 0 0 2 2 I I i _ I! !, i3 ,- a j I i-3c2 694 0 0 1 1 1 I U r II e 1 -4c 698 0 0 1 0 1 I I pIV _ 1-4 1 3 742 1 1 I I-4a 751 2 2 2 6 :"--.,��f �".-.. rte..__. s.. : t� In "y.:! ...j J r ! , a -._, I I-5 906 2br 1 1 1 3 I I \,- % �;; �_'... : _L, ' l t t • 1 _ _ I U I •' 0 +)0 l r �/ _ d _ I !1111fill - -5a 894 2br 2 2 2 6 e ii i I! i\ 6- I-6e - - i-6C1 965 2br 0 0 1 - 0 1 � ,, te _ -- \- ==••� .:r._ _ � Illllllll i d �t, A . I II ! 1/'!d / '!\ t . G� r j LF' - s i I I I 1 i I 1 � 1 d" r ( III I - \ _.. II -6e 941 2br 3 3 3 9 I I II I I I d4 , I-6e2 951 2br 1 1 1 3 I I ` ' '� �::,- I /�/ ;i -� _ _ ._1 _ —..._iJ j I _- - I : I n e _ -.4 �I -7EL 973 2br I , I I 1 1 1 3 ' I � d �xJ4 �=" I �' "'� j .:....-,_ � - ;� d 1-7a 970 2br 1 1 1 3 i I ° I , "�" - A _LI d° _�-!_._ �' O I i-6c1 987 2br 0 0 1 0 1 J A: 4 !� 1it I 41 I-7b 982 2br 1 1 1 3 I � _:�- - 1-8 1058 2br 2 2 2 6 I I Ii R 6 d -8a 1065 2br 1 1 1 3 -i- -h---- --. - ---- --- --------- - ,- -- ------ z ---- -- 1 8c 1107 2br 0 0 2 0 2 I > - � I z `- 1� ------- --------�- -- -7 -- ---- ---- ------- d I Total 0 20 21 29 0; 70; I ' I I -- --------------- -- - ._ 1 ' I I I i , i Al2 2HRFW 2HRFW /' p----- -- ----- ------ -- ---------------- _ I 2br total 43 I I z '' I ----- -- -------- ------- y II I ' —— ————— —————- ,....._.._..__- � j �.._.... i _ 3: , _..._ ..,. ., _,_ ..... ........ .. .. ... - - .. .,..... ..__ 1 /� 4. Xl. Y� e .. 9 010 ..._..., s :l a f , 1_.� ;� r" $' mal m�"r a '+" '�a�s��, "';°�ga �' I '° � _e ,-.... ��� v .._M� ��� v.: �_._. ._., �� z -- I I 'i r 1 I I Z-1 349 st 4 4 I I a I - I , Ko»n / ♦ ` v Z-1A 344 st 2 Z-1B 322 st 6 b - -� - 0 ♦ 1b `Ole i I d I I III I Al2 Z-1c 338 st 2 2 I i z , 7 I,' ♦ ! I I � Z-1d 310'st 2 2 I I \ LL' IroIZ-A2 550 1br 2 2 � I ._. --I ♦ / I Z-A3 623 1br 1 1 J I I I \ I / ,1 3 +00 , I I Z-A4a 357 st 1 ' Z A4b 370 st 1 1 I co H C H C F- — — —\ ---- �� ♦♦ / I e I � r 6FL I ---- ! ' :i 1 I Z-A6e-A 309 stII d d I Z-A6e-B 506 1br 1 1 _.__ J I II , , ` = f1 -t i f I t� 24 _ t A 12 e Total 0 23 0 0 0 23 I° " " " -.I I D _ I 1br total I I I I, I I --_ V U I D' , ----- TOTAL Vt I TOTAL UNITS 152 ' I � � � ; ' � 18 � I I ,- r � !(` __�_. 1 --- I� ! - 0 I I I Building Areas TOTAL IL/AL 129 I --- I I b (/ ) a I I � �_ _-_-� - __ __� I V ' Ir j l I I v •' I I r--- ? //``... l._s� �` —7 --- �"LAj I WAD 5M xfm r I I I ° •°' ° 777° _ - - -" L / - ^� e =-W ` \ I ° ' I REVISIONS: E li I I - P BID 5ET 3/24/14 II - Yoh i z� I _LHR_EJ�.-.1r4R_FB_ i I .. I •' >- zl 4d Illllllll O\ - 000 Id I / 000 .4 e I I ° I HI MI j#') r ` \ I I � I-e I \ ! 3 +00 4 7 I \\ GV , a'� I z / I _ d JAMES CLAR ON z I I yI _ ! , ,moil (, �„, y.-"'- .3', SALEM, OREGON r==77, EXP. 6/30/2016 ° �1 d I I t / -A Fj ^/ I OF I i i ,--i > I - .... � �""r'•- ': i .LLJ r-1 i I \-.JI ,--1 � ...a y,,, 'S."".�,,-� . •`"' .,' l v.• 6 y PROJECT TITLE: 3 _ r` • r ___.� I � i. I - t e' 1 I .r ,I '����f�,,�''�`= � •.r ! 3 : - ._.-.�-� ... �'�. , I I— ti� x y F_. Ii u '- t �i t / 1 4 �, .. I °' t}'�-' ^sl{ 7'Y tl _r'� r LJ i m N. I / - ( , r : g HCi M l i jl I0-0 I{ _ _ _ _ _ - - - _ � — / I I - \ HC ii {I d.' - lop - - 0 0 1. 1 I I / - - � - .4 _ + U I i / Al2Li —t 1000 .00I I - - d I 21 - - - - - - - - - - rr 1 N "v'f - - - - - _ - - - _ Al2 - I CD Z 4 A1.2 21 - Z I I v Q .00 \ I I ✓> I I _ ri a --------- 3 � >~ I � ! -------------- __ -- .. a ,. -- -- -- -- -- -- d -•- �. - S] A > -------------------- d d I C od ! - ed ° n e d ° A. d: 'db .d ° v d oa: I I N -------------------------------------- O r-. ~ '------ \ d °" °" off e ' OH l V N. . / \\ \ °. ° G -•cam— -G ---c---G---c -_-G---c---c--- c--- \J\ G G G G GGT ------------------------------------ / SHEET TITLE: O O SITE PLAN i \ o z o I Q1 O us } z \ \\ a �_ Ln I- \ _ / SITE PLAN DRAWN BY SHEET: o ¢ Al.l SCALE : 111 = 30'-011 SHAWN I W PROJECT 7 � Al . l 3V 60, 1403 ru a DATE: L 7.11.14 I - - ADDRESS AT MAIN HARDIE PANEL OVERLAY ENTRANCE ONLY-----,, 2'LONG x GABLE FIT. -- MTL CAP FLASHING TII DETAILB ' HARDIE-PNL FINISH ON 2x FRAMING: M M w/HARDIE 1x3 BATTEN rRIM �BOnaventu _ ( o, COLOR $0032 WARM STONE - Cr 1 I -Active Retirement 00 4x6 'SIM-WOOD' TIMBERS CROWN CONCRETE 9 0 M 00 "� an 24" "40 REBAR PINNED ° ^W) Qnaventure' Assisted Living SIGN PANEL: TL x 4'-10%(320) •Memory Car �' 4 8" GALV.SPIKES 31 3" • At TOP o o c -Act* a Retiremen INTEF�VALTRANSLUCENLY DT A0MIC L p I"N n i x 3m STAKE n ++ �" 6" DfA.GALVANIZED o O ..� •As fisted Living AOR MATCH: SW1534 OUTERBAt�GS BONAVI=NtuRE LETTERS s !53 �[_ REMAINING LETTERS 6 /4 ,+ STEEL PIPE FILLED � G ° ° ° emory Care FONT MATCH: SW'102015LAC K FOX PANEL AT CORNER 4 d MIN SAND PITA s ° O � WITH CONCRETE,PANTED vN � ,� Q MOUNTING BRACKETS/ELEC CONNECTION --- Fr 2x4 FRAME CROWN CONCRETE ch v� , (z. PER SIGN VENDORS RE076 AT BASE CULTURED STONE w/CAPSTONE F$�onaventu., ` >x'44 "h k ` , - - - ._ --� .... `^hR �da``fi�a a�S� t .�� *'��'S, � 5� rt a.L ^� �. �NMATCH BUILDINGSenbrLivi = I -.I �..�_.I;- 1r f TA.FrG = FI I I..__.�.i I I " CONCRETE BASE 4 FOOTING Entrance = �r' :- _.,...,...____ x ? A _. N I I-b I-b I CONC FTG: I 24"eq Z, ON 8"h a. ° o I x 24"w FTG wt .--rt--= i , ,<. . ', " ' 50NAVENTUW LETTERS 8114 /i/4„ xA�K r ST BA OP PIT , } III a n n SENIOR LIVING LETTERS 6"/4" V-611 = I III ( * e .A =1 •� 'w4• • 12 OCEW 21-011 SECTION I'---- - NBACKBOARD i I Im 11 I € - ' "' 04 DOWEL ANCHORS ELEVATION _. 3-m$ SAND 3.�1.-_;i ; ,a A W MTL PNt. SIGN, ulv�xrRnv�x-► L..... _._._.. _.... 1.. ...X.3.(A__STAKE .._... ...... _._ ___.. ._._. ._._ ........- .__... 1 v / - i 3-1.�. , ; ,+ WELD TO PIPE Q LANDSCAPE q i-=� PER PLAN SIGN DESIGN AND CONSTRUCTION, WITH TEXT/COPY TO BE MATCH PRIMARY n� arr�r's t III: I� SUBMITTED TO OWNER FOR APPROVAL. SCOPE INCLUDES CAP SIGN DESIGN Ass/sia�rvrnr,-► _ - -- - - - - - - - - - - - - - - - ALL REQUIRED PERMITTING FLASHMG w/ "' 0 LANDSCAPE 8"h X 24"W FTG BELOW MTL CAP FLASHING 3"FASCIA - - - - _ _ _ _ - - - - -� PER PLAN ' --- STONE COL BELOW SEALANT %i 2RD '``� �r PANEL 1 FEW CONC FTG SAND - - - I 1 EXTENSION w! „ - - " P.T.2X4 FRAME = I �I �! pE�IMED _ MTL Y CURVED 4'-0" 30'-0" a ----- ------------- -o .— DRIP- 30�FIt 38'-m" SITE SIGNS PLAN DETAIL B DIRECTIONAL SIGN HORSE SHOE PIT TYPICAL PIPE BOLLARD DETAIL NOT REGULATION 1 SCALE: 1/411 ■ 1'-!"!. " 5a• M:A�RAFt'INGA°ROJECT6/W1 SALMON CREEKJFEFMIT/DETAILS/GWAACe-ALT SCALE: 1/8" ■ I'-OilMs4MA"MC•/PRCJECTSA403 TIGARD/MRMIT/CETAILB/40ROEOWMIDIT SCALE: 1/2" ■ I'-0" M:/DRAFtWA/PQMMCT6A4M AUUNY/PERMIT/DETAIL6/2 i&vv moLLARD ` COMP SHINGLE NIP ROOF SYSTEM ON ON 2X6 WD RAFTER/811 SUID DECK -�6 FASCIA 2x8 WD TRIM 11' 0i" 16'- " /� \ MTL GUTTER(1 DS 1 LANDSCAPE -10 raised ( \ ......... PER PLAN __..._._._.__..........._.____.___._._... !anter / _...______-_ p 30X48 CLEAR SPACE f STEEL COLS AND BEAMS 3 \ PER STRUCTURAL _. _ Ci C Ci AD FOR-5mCH.MOUNTI i 11 a . ."MC1St 81DEwALK CGoNSTRICTm Y a c 1 1 � 3mX4g GEAR 1 ADA COMPLYING ;n ' /SLOPE-TYP u � ..... ADA COMPLYINCsL....... BENCH i.. .. A m 1 raised I I RAISED PLNTR PER DTL 13/AI2 _.-- SL to I planter I . *, i, i I ..., , OPE DRA .A ,Aj _ FROM CENTER TO �( (1 t. OF WALK. , AISLE BETWEEN $ a EDGE OF SIDEWALK r LU PLANTERS-2%max STRAIGHT CONDITION CORNER CONDITION FDN PER STRUCTURAL - - - - - - -- r LANDSCAPE BENCH "�" SCALE: 1/211 ■ 12'-0" Mi/DRAMM MIC)JECTSA403 TKs4RDA°ERMIT/DETAIL6A6rM 5ENC.4 PER 15/Al2 // , ��� ..--""" "a A. 4 X213- �.. \ ''� 12'-0" (entries)/24'-0" (bldg facades) raked \ planter ' OP SOIL I pp 7 — I PRECAST CAP , I I, I FOR REFERENCE CAVED I�LNTI'� / I ) I I I 1 I CUT FOR RADIUS TI A :AW .LSI PERMIT REQUIRED I \ , � I =}- SECTION / GAZEBO'PAVING - . \ I ,,�. `+ \ _ _ / - E _ , / NED CONC-OR OTHER '.' \ I �° '* \ - - / c° I I I� SPL IT FACE CMU 14'-0" DEG _ C'PER OWNE - - - - - Lt. BROOM FIN. ~ I I--- I I I 2'-0" 10'-0" 2'-011 - _ - n n RAISED GARDEN PLANTERS GR,4�L BED - I — - - - - - - - — - - - - , _ _7 PAVEMENT I I I I ( I I--( I I C 8 SCALE: 11411 ■ 1'-0" MsAaRAFtMGA°ROJEG18A403 TIGARDA°EF " I I cv 24-0 `- SOIL FILTER FABRIC - - �) I I = LANDSCAPE I FOOTING FOOTING 12116110 12"x5"D PER PLAN �jTR,41 }-}T PLANTER ,8 IN ROCK p B I I / COLS PERSTL S '� I LANDSCAPE I I ----- - I // STRUCTUAL \\ I e PER PLAN - - - - - - - - - - - ( - - - - - ( - - - - - - - --- - - - - - - - - EXTENOD IRRIGATION ( / \ I REVISIONS: APLAN SECTOR PLAN �'- - - - - - - - - - - - - - - - - -\ i SCALE : 1,4" . ,'-0" g MC Courtyard SCALE 1/411 • 1'-m" GAZEBO 13 RAISED GARDEN PLANTERS 15 2 POST GAZE50 11 SCALE. 1/4" ■ 1'-0" M:/DRAFTw./mwjr=CT8A403 TIGARDA°ERMITA;,wAIL6AKC CTTD SCALE: 1/411 ■ 1' M=/DRAFTINGAOROJECT8A403 TIGARDA°E1r ITMETAILWMANTER SCALE: 1/4" ■ 1'-0" Ms/DRAFTMGIPRpJECTSM03 TIGARDA■ERMIT/M-rAIL6A2A=50 DETAIL GOLD BALL TRUCK ASSEMBLY e :st SLOPED MTL CAP FLASH WDRIF,2" LAP US FLAG SPLIT FACE CMU WALL \ / FULLY GROUTED \ / B SPLIT FACE CMU d • \ / 24'-0" JAMES CLAR ON U f (2) 4a a TOP, BOT 4 �l r- ...�-- -.-.......r --" MID-HT IN BOND BEAM (01-011 12 0 (01-011 - _ 0 STATE FLAG 0 4.0 05 VERT a 32"oc, CENTER T }, _ _ _ _ ._ _ .__ OREGON '� "L° At $" Oc � ' CENTER,ALT HOOK (- - - ( � XP.6/30/20 TAPERED ALUM POLE >r" 1211 I I `A OF 04 TIES AT 6"oc W 20 --� CONCEALED CLEAT 3; i AI 2 I - _ PROJECT TITLE: w/LOCKING OR 3 STD FLASH COLLAR FIN GRADE H.D.CONC PAVEMENT,PER ° SLOPE coNc \\�;\\' ,. I GENERATOR - N CIVIL SLOPE TO DRAIN ALL � � � f � ��`E,. s ,w' � I � GENERATOR ENCL ELEVATION BASE AND SUBGRADE, I 16 2 x 53 + 3 clear I B x ELEVATION GROUND SLEEVE e n I II II I I N O �J ,, . PER CIVIL i STEEL PIPE -BLAt'I,GF'oWDER COATED \; � 0 ��'� .: � � 4)"5 CONT w!311 ' 3'-811 CLR SIDES 4 BOT I CATION PER TYP EDGE OF PAVEMENT/PAD STRUCTURAL DETAIL � •''`:>''° AND ENGINEERING � Cj REFUSE ENCLOSURE GENERATOR SCREEN FLA POLE GENERATOR / TRASH ENCL WALL = L - - - - - - - - - - - - - - - - EQ to 5uPERWAVE RPB AS SPECIFIED IN SECTION 10350Cq 42°w GATE - COORDINATE _ ._ __. _-.-- -.-- _-.-- -_ . _ ., I- BICYCLE PARKING RACK DETAIL 18 SCALE: 1/4" ■ 1'-0" I ETAILWWW FLAG POLE 2 O SCALE: 1/2" • V-0" m.%Dr.Ringtiftjsats4wm-ng4rdbPsrnit%M-61tdVt6 LOCATION w/ SITE ( .__ ....-.-.-.-.-- .--.- ------- _ ..__... _ _-.....w w ..�.._._._Z._. ��__. -.�.:.._..... �-.:.T_ U 17.. � SCALE: 1 = I -0 MiA?RAFTINGA°ROJECT6A403 TKsARDA°ERMIT/DETAILSA9IKE-RACK RECYCLING CANS '-R to 'i2'-0" TYP 8 YARD --- ._� - _ E _._ .-._ - �.__. - °3 OR PER PLAN RIBBED ROOF PECK TRASH —I— ON STL C-CHANNEL -- °- 0 9'-0" 18'-0" 18'-01, 9'-0" 18'-0" 2= ' g I/4 x _ - - -- - ---- - -- �- --- 1-4 ti o C SIDE ELEVATION W) Y-11 0 0 Q TYP TYP Al2 0 E_ w PAINT ALL EXPOSED COMPONENTS ALL EXPOSED STEEL (� m N v THIS DETAIL FOR REFERENCE ONLY: To MATCH BUILDING TRIM COLOR - PRIMED AND PAINTED ^, Z J p a _ �, SCOPE OF WORK INCLUDES BLACK FOX SW 1020 SW O20 "BLACK FOX" Q11 °I� _ ______ -__ _____ __. _____.__ _______ _ _____ .----__-__ _---_--.--_-----------_._-----_ a; FULL ENGINEERING AND SEPARATE u CANE w x r V PERMITTING BY DESIGN-BUILD fin` BOLT 10,!- �; a, HOLES MIN LAR E M Im DRIVE WALK/ / \ / \ LANE CURB 00 m rte•', / \\ / \ g TTP PIPE BOLL , PER DTL f I I I I I I I O o [0— ~'' D o E N N i i i i i ! SHEET TITLE: 10'Lx 6"D GALV STL PIPE BOLLARD,CONC I I I I i I I I SITE DETAILS FILLED AND AND SET IN CONIC 3' BELOW SIDS ELEVATI � ' GRAVE Q_} M o o FRONT ELEVATION B � � ASCALE : 1/411 ■ 11.011 SCALE . 1/4 1 0 A PLAN D REFUSE ENCL ELEVATION DRAWN BY: SHEET: 0. A PRE-ENGINEERED CARPORT GENERATOR SCREEN AND REE E ENCLOS E PROJECT#: TYPICAL ENCLOSURE 1403 A1 .2 � cps4) n �_ n " _ u d 1 SCALE: 1/4 ■ 1 01 M:A�RAF Mffl1ROJECTSA403 TIGARD/MRMITA3ETA1L8/CrNW0W SCALE: 114 ■ I 0 mi/droftWig/projmts/1403 t1gard/imwiwd.tafla/02811 giwWator am,r,oMtr DATE: a w 7.11.14 0 Room Finish Schedule Room Finish Schedule Door Schedule Main Level DOOR SCHEDULE 2nd Level HARDWARE SCHEDULE ........... Key Floors Key Floors Base Walls Ceiling Base Walls Ceiling I AUTOMATIC ENTRY SLIDER a) E E > Mn DR HDW BY MFR > Q) LO C: T 0 LO ....... 1�0 00 0 GJ 0 Cn 0 Cn 0 a) RIDINATE CYLINDER & KEYING I;::l Irn 00 U_ U) U_ Cl) coo 4-1 0 M N < N < 0 In W) a U) 51, 0) a) (D 0 2 M IV 0 E :3 CID > �C_ >1 -0 In U) 0 (n E uj 0 75 -2 E W E CL U C 0 0 0 > C: 'D _T .2P > 1�9 , I:= W W 4-1 < ra 11�i 0 V) P (V 1 0 > 0 0 M 0 (V 0 0 a) 4� a C: W of 2! X: LL Z Of Notes Iw Z, LLJ C) 2 af X QUE"'t�-LI-C latch retract)) > 2�1 41 0 80 "0 U 1001 AUTO SLIDER DBL 10'-0" x T-0" M AL IFF TI 1 AL Al 2001 CORR DBL EGRESS 901V FIR T-0" x T-0" D MC PT FIR 90 13 HM 7 C a) S E tn 0 0 0 I_ = W 1002 AUTO SLIDER DBL 10'-0" x T-0" M AL t- A L A 1 0 U C 1'RIM CYLINDER, KEY REMOVABLE WHEN LO ED Z Z U F_ CL > U U > t10 2002 NOT USED > > o CLO W Z Z �> I _>1 E 0 -E co U U 86 U Z5 a) 4-1 -00 U0 -a) E 1003 UTIL 3'-0" x 6-9' H SC PT 17 KID -0 U b -C E E -T U ILL 10j 0 E CU ZUUJ JILITIL-DEUCIRATIVE-PIRs, PR3'-0" x6'-8" A SC PT 17p KID E E CL CL 0- Q) a) 0 4� LOW POWER OPERATER 13, DETECTOR, PUSH P,, E U 0 0 0 CL 0 E 0 0 C: 0 a) 0 0 0 > cc: Ivvl� ��IVIIVI r IN�INI" liv I FIR 3'-0" x 6-8" C SC ST TP 16P KID 2004 UTIL-DECORATIVE-FIR s- FIR T-0" x 6-8" A SC PT 17p KID 0 0 0 0 Ln U U Z V TI A4 ai >_ U 1 > U 0 0- > I I "', POWER SUPPL t--) 1 ti 1 5 1 VW) U Cr a- > I E U 0 V) V) 1007B COMM SGIL-EX`r C/A 3'-0" x TZ' B HM PT 5 HM 2005 UTIL 3'-0" x UZI H SC PT 17 KID ........... KICKPLATE (PUSH SIDE18 .....a 0 - i 1000 U I IL_ 0_U A U-0 n Q%-, r- 1 1 r r\Lj /_UU0 0INK IN I OUIVI ulr_m0or-I 1)_U A 0-0 U IVIL, r I r-M ou a KID A5 Suites LIVINGAREA 0 0 1009A STAIR INTISOM42"wAssE 3-15"x 6' D MC PT FRI 60 15a KID THRESHOLD i 0 2007 THEATER 3'-0" x T-0" Q SC ST TP 25 KID 11110in I A 10 2 LEVEL BEDROOM 0 0 0 ------ 0 0 ION 2001 CORRIDOR 0 _0_I EXTERIOR WEATHEW §OTECT 1009B STAIR E)(T 42"W C/A 3-6"x T-9' B HM PT TI 2 HM A4 �zM -, " - KITCHEN 0 1 0 ....... ---------- 2008A UTIL 3'-0" x 6-8" H SC FIT 17 KID j 1 0 0 0 AM E, E,,\C 0 0 ------ 1010 DINING PR-EXT PR 3-0" x T-0" B HM PT TI 2P 2008B ROOF ACCESS 4'-6"h X 36"w M IN A SC PT FOR PAIR DRS, PULL.TRIM-OPP LEAF 2002 ACTIVITY 0 HM A2 ...... 18 WD 0 0 ONTROLLER/T WON SC ST TP 25 KD Q BATH 0 0 0 2003 STORAGE 0 0 0 1011 COMM FIR GRID-INT FIR 3-10" x 6-8" C SC ST TP 16P KID 2009 THEATER 31-011 x T-0" ......................-------- ---_----_------- .... ..... I ' x6' KID 1012 OFFICE FG 3-0' -8 B SIC ST TP 18 2004 ACTIVITY KITCHEN 0 i 0 i 0 2009A UTIL-DECORATIVE-stora� T-0" x 6-8" A SIC PT 17 KD 3 EXTERIOR SINGLE DRS NON-EGRESS (DECK/PATIO) 1013 OFFICE FG 3'-0"x 6-8" B SC ST TP 18 KID 0 0 2009B UTIL-DECORATIVE-storac T-0" x 6-13" A SIC PT 17 KID 3 HINGES ................ ----------------------------------�, ------- 2004A ACTIVITY DIRECTOR 0 0 1 ............. ............... .......... ............... ........ 1014 NOTUSED 0 2010 NOTUSED I I - 1 1 LOCKSET-CLASSROOM 2005 MECH 0 0 0 LEVEL 1 10 1-5 UTIL-DECORATIVE-unlocl 3-0" x 6-8" A SC P T 16 2011 UTIL T-0" x 6-13" H SC PT 17 KID ------ .............. KID 1 CLOSER 1001 VESTIBULE 0 o 1 0 0 C 0 2006 STAI R 0 0 0 1, 1016 OFFICE FG 3-0" x 6-8" B SC ST TP x 6' ....... 18 KID -1----1............ 2012 TLT-MULTI T-0 -8" A SC PT 20 KID LATCH PROTECTOR .................. ........... --------- x 6-8" H SC PT 1002 LOBBY 0 -1-1-011.1 _9 0 0 2007 HOSPITALITY 0 0 0 0 1017 UTIL 3-0" 17 KID 2013 TLT-MULTI T-0" x 6-13" A SC PT 20 KD ............ -"-,I.............. KICKPLATE (PUSH SIDE) _4 1003 STAIR-LOBBY 0 0 0 0 -0" x 6-8" B SC ST TP 18 KID ......... 0 0 ......... ...................... ........ THRESHOLD L 2008 MECH 1 0 1018 OFFICE FG 3' 2014 NOTUSED 1 1003a STORAGE 0 0", 0 3 12 HM 2015 OFFICE FG-GRID T-0" x 6-8" C SC ST TP 18 KD 0 1019A KIT DBL EGRESS PR 3-0" x 6-8" D HM PT TP EXT. WEATHERSTRIP, SHOE ........... o 0 0 ------------------------------- ------------------ 2009 THEATER 0 ... .............. 1004 PARLOR 0 1 1 PR 3-0" x 6-13" D HM PT TP 1019B KIT DBL EGRESS 12 HM -GRID -0" x 6-8" C SC ST TP 0 1 1 0 0 wc 0 -6" x T-0" D HM PT TIP 2016 OFFICE FG 3' 18 KD 1020 KIT SERV 3' 5 HM A4 ----------- - ....... ------i .......... 2009A STORAGE 0 0 0 7 ---------------- ... ........ ........................... 1 2017 UTIL 3'-0" x 6'-8" H SC FIT 17 KD 1005 CORRIDOR 0 0 0 0 0 1 ........................ 0....... 1021 UTIL-HM 3-0" x 6-8" H SC PT 3P PAIR DRS SIM, EXC QTYS, ADD FLUSHBOLT 2009B STORAGE 0 .......... ............. 17 HM 2018 STARINT60MASSEMBL' T-0" x 6-8" D MC , PT FIR 60 15A KID 1006 MAIL 0 102-2 UTIL-HM 3-13" x 6-8" H SC PT 17 HM .......... 2019 ELEVSMOKE 31-611 x 71-0" H SC FIT 20 16EL KID ...... 0 2010 NOT USED ............... 0 .................. ------- ........... GARDEN 0 .......... 2011 MECH 0 1 0 0 ' 1023 KIT OFFICE 3-0" x 6-8" D HM PT TP 10 HM .. . . ......... 0 1024 UTIL 42"-EXT 3-6" x T-0" H HM PT 8 HM 0 0 i i 0 1008 MECH(lowest level) 0 1 0 0 0, 0 0 0 2040 CORR FIR EGRESS 45M PR 3'-0" x T-0" H MC PT FIR 45 14 KID ..........._­ 11 .......... ----- - .......... 2012 TOILET 1 1 0 1 .............. ....... .................... ........... 0 0 1 0 0 0 0 1 1 2041 UTIL 20M T-0" x 61-811 H SC PT 20 17R KID 1009 STAIR 0 025 UTIL 42"-E>(T 3-6" x T-0" H HM PT 8 HM ........... ...... 2013 TOILET 0 ................+ r-1--_ --- -,- 1-11 1 1 1 1., :1 1 I'll - I r 1111-11 ' 1026 DINING FIR-E)(T PR 3'-0" x T-0" B HM PT TI 2P HM A2 i 2042 ELEVSMOKE T-6" x T-0" H SC PT 20 16EL KD .......... 1010 ILDINING 0 1 0 0 0 102-7 UTIL 3-0" x 6-13" H SC FIT 17 KID THR SHOL 2014 NOT USED 2043 UTIL-FIR 20M PR T-0"x 6-8" H SC PT 20 17RP KD 1011 PRIVATE DINING 0 0 0 0 'B" �11 E .......... 2015 FITNESS 0 0 -------- r--- ....... .... ........0 0 0 7 02-8 CORR DBL EGRESS 90M PR T-0" x T-O" D MC FIT FIR 90 13 HM YIN* --------__----------- ...... 2044 STAIR INT60M T-0" x 6-8" D MC PT FIR 60 15 KID 0 1012 OFFICE 0 0 0 0 2016 SALON 0 1 1 0 0 MOKE 3-13" x T-0" H SC PT 20 16EL KID 2045 UTIL 20M 31-011 x 6-13" H SC PT 20 17R KD DOOR ' 111111-��J---------, i 1028AIELEVS ---I __4 .......... 1§HO 0 1013 OFFICE 1 0 0 1 0 2017 MECH 0 0 0 0 1029 1 UTIL 3-0" x 6-13" H SC PT 17 KID 2046 NOTUSED ........... ........... .................. 0 0 ................ ....... 1030 TLT-MULTI 3-0" x 6-13" A SC PT 2047 LAUNDRY T-0" x 6-8" H SIC PT 20 16M KID 1014 RECEPTION 0 20 KID 2018 STA I R 0 0 0 0 ............ �M ............. 1031 TLT-MULTI 3-0" x 6-13" A SC PT 20 KID 2048 UTIL 20M T-O" x 6-8" H SC PT 20 17R KID & A MARMagm AM 1015 CORRIDOR 0 0 0 0 ..................... ......... ........ 1032 NOTUSED 2049 UTIL 20M 3'-0" x 6-8" H SC PT 20 17R KID 1016 OFFICE 0 1 1 0 0 1 0 0 5 EXTERIOR DR CONTR ACCESS, TIMER OR CARD/KEYPAD _J---_1_ 1,11- 1 F 1033 COMM SGL-EXT C/A 3-0" x T-0" B HM PT TI 5 HM A4 2050 CORR DBIL EGRESS 201V PRT-011 x T-0" D SC PT FRI 20 13 HM .......... 2040 CORRIDOR 0 0 --------------- ........... 1017 WORK RM 0 0 0 0 1 0 0 0 HINGES 2041 STORAGE 0 ............ ................ ............. ....................... -------------- 1034A STAIR INTISOM42"wAssE 3-6" x 6-13" D MC PT FIR 60 15a KID -0" x 6-8" D MC PT FR 60 15 KD ............. 2051 STAIR INT60M 3' 1018 OFFICE 0 i 0 0 1 LOCKSET-CLASSRM 0 0 0 1034B STAIR EXT42"w EGRESS 3-6 x T-0" B HM PT TI 4 HM 2042 CORRIDOR 0 0 2052 UTIL-FIR 20M FIR T-0" x 6-8" H SC PT 20 17RP KID ........ ........ .................­­­­____ 1 -1 _4 -1_1_1_.11-1141- ----------- CLOSER 0 0 0 0 2043 STORAGE 0 0 1019 KITCHEN CORRIDOR 0 0 ........ ........... -0" 14 KID ...... r-1 04-0 CORRPREGRESS45M PR3'-O" x7' H MC PT FIR 45 __0 ELEC LOCKSETw/ PWR (TIMED LOCK ONLY) 0 0 0 2069 CORR DBIL EGRESS 201V FIR T-0" x T-0" D SC PT FR 20, 13 HM 1020 KITCHEN 0 1 1 0 11, 0 1 1,___J___....... 2044 STAIR 0 0 0 1 ........... I I ELE LA H w/ PWR ARDREADER/KEYPAD) .............. 11�..... 1041 UTIL 20M 3-0" x 6-13" H SC PT 20 17R KID 1021 DRYSTORAGE 0 1 0 1 1 1 0 1 1 0 o 2070 NOT USED I I I i 0 0 0 1 l� --------- 2045 MECH 1042 ELEVSMOKE 3-6" x T-0" H SC PT 20 16EL KID LATCH PROTECTOR ............. 4' 0 1 j 1022 JANITOR 0 6-1........ 2071 UTIL 20M T-0" x 6-13" H SIC PT 20 17R KD THRESHOLD ........ 1043 UTIL-FIR 20M PR 3'-0" x 6-13" ------- 2046 NOT USED i 0 0 --- 2072 UTIL 20M T-0-- x 61-8" H SIC PT 20 17R KID 1023 KITCHEN OFFICE 0 2047 LAUNDRY 0 0 0 -6" x 6-13" D MC PT FIR 60 15 0 i 0 1 i - EXT. DOOR WEATHER PROTECTION ...........1-- 1 1 1044A STAIR INT 60M 42"W 3' KID ----------- --------- 2073 UTIL 20M S-O" x 6-8" H SC PT 20 17R KID 2 HM 0 0 1 I A4 1024 RISER ROOM 1 1 0 o 0 1044B STAIR EXT 42"w C/A 3'-6" x T-0" B HM PT TI - CONTROLLER/TIMER/KEYPAD PER LOW V6Lt ------------- ................ 2048 ELECT RM 0 0 i 0 1 2074 UTIL 20M T-0" x 6-8" H SC FIT 20 17R KD .......- MIT EXTERIOR HDW AT SIM 0 1045 UTIL 20M 3-0"x 6-8" H SC PT 20 17R KD 1025 WATER HEATERS I INtFZERIOR ddKb�' 0 1 1 0 1 1 0 0 i 2075 UTIL 20M T-0" x UZI H SC PT 20 17R KID 0 0 0 2049 STORAGE 0 1046A INT VESTIBULE FIR-FG-E PR3'-0" x7'-0" B HM PT TI 4NL HM A2 2076 NOTU SED 1026 ALDINING _0 0 0] U U 0 ........... .......... 2050 CORRIDOR 0 0 ................. 2 HM A2 2077 STAIR INT60M T-0" x 6-8" D MC 15 KID 0 1027 ELEV EQUIP 0 0 2051 STAIR 1047A LAUNDRY FIR 3'-0" x T-0" B HM PT TI HM A2 FIT 20 16M KID 1028 CORRIDOR 0 0 0 0 2052 STORAGE ........................ .......... ......."1 1 1 ...........I ........... ..... ............................. ........... 79-92 NOT USED 1 0 ---------- 1029 MECH(lowest level) 0 0 0 1 1 1 1048 UTIL 20M 3-13" x 6-8" H SC PT 20 17R KID ....... ......... ................................. .......... ---------- 31 _ULL 0 1030 MEN 0 1 0 1 1049 UTIL 20M 3-0" x 6-8" H SC PT 20 17R KID 0 0 1 0 2094 UTIL 20M 3'-0" x 6-8" H SIC FIT 20 ERE 0 1,10 ..........----------- ............... ........... .......... ------- 2060 CORRIDOR 0 i 13 HM NMI i; 0 _U U ou r I rml ZU 1 1031 WOMEN 0 0 1 0 0 i 0 r1050 CORR DBLr_UKr_01-ZUIV1 rmo Xf 2095 UTIL 20M T-0" x 6-8" H SIC PT 20 7R KID 2061-68 NOT USED 0P 1051A STAIR INT6OM42'W 3-13" x 6-8" D MC PT FIR 60 15 KID 2096 UTIL 20M 3'-0" x 6'-8" H SC PT 20 17R KID 0 1032 NOT USED LA .......... -0" x 6-8" H SC PT 20 17R KID 2097 UTIL 20M 3' ............ 1 2069 CORRIDOR 0 1 0 0 i 0 ICK 0 i 1033 CAFE 01 2070 NOT USED 4 1052 UTIL-FIR 20M PR 3-0" x 6-8" 20 17RP KID ..............__............ .............. ............ ........ ME o ............... KD i M 1034 STAIR THRESHOLD ---------------- ----------- ------- 0 1 1 0 -99 ISTAIRINT60M T-0" x 6-8" D 1MCI PTI FRI 60 1 15 1 K_D_F 0 ------ - --­-­-t....... ......--------- 2071 COMM 0 WEATHO 0 2072 STORAGE 0 0 DOOR SHOE . ......... 1040 CORRIDOR 0 0 0 1, 0 i 1061 OFFICE NG 20M 3-0"x 6-8" 20 18R KID 0 2073 STORAGE 0 0 0 ......_........ -------------�_­----�............................................. ...... E. MAN 11iiji;q "'COD 1041 STORAGE 0 o O� 0 KID ------- 0 L 2074 MECH I 1 0 0 ....... ..................- ------ --- .......... ................ 1062B SOILED LINEN 3-6" x 6-8" H 20 17R HM M, r 01 ............. ............. 1042 NOT USED C) 2075 ELECT RM 0 0 1 0 r1063 OFFICE NG 20M 3'-0" x 6-13" H KID 0 3001 NOT USED 0 0 .......... ig 1043 STORAGE jili . ........... ---------....... 2076 CORRIDOR 0 0 0 1 VV-� U I IL/_UIVI O-U A U-0 171 C)%, 4V Ilr\ rxLj .......... -,...... - 17R KID 1044 STAIR 0 1 U U 0 C) i '1065 MED ROOM 3'-U'x 6-9' H SC PT 1 3002 UTIL 20M 3-0" x 6-8" H SIC FIT 20 7 KID 2077 STAIR 0 0 0 1045 MECH(lowest level) 0 0 ...... 3003 UTIL 20M 3-0" x 6-8" 20 17R KID j,119 1066A UTIL 42"20m 3-6"x 6-8" H SC PT 20 7 KID 2078 LAUNDRY 0 0 0 0 1 jgri�pjill.j 3004 UTIL 20M 3-0" x 6-8" 20 17R KID R 0 0 1066B SOILED LINEN H 20 17R HM VESTIBULE 0 0 0 1 1046 0 1 ,, i - 2079 STAIR 0 0 ------- -------- 0 1 i ------- --- --------- ...... -6" x 6-8" H HIVI F,I Zu -I(K 1067A SOILED LINEN 3' HM 1047 LAUNDRY 0 0 0 1 0 -92 3006 STAIR INT60M 3-0" x 6-8" D MC PT FIR 60 15 KID 7 EXTERIOR SINGLE MC COURTYARD f--- _411111-_1 2079 NOT USED 1067B SOILED LINEN 3-6" x 6-9' H HM PT 20 17R. HM PT FIR 60 15 KID 0 1068 UTIL 20M 17R KID 1047A JANITOR 0 0 0 ' 41 0 0 3007 STAIR INT60M 3-0" x 6-8" D MC 2093 COMM 0 0 3,-b,,x 6-8" H SC PT 20 "71 0 1048 ELECT(I owest I eve 1) 0 0 3008 ELEVSMOKE 3-6" x T-0" L KD 3 HINGES 2094 STORAGE 0 0 ....... 0 0 1069 UTIL 20M 3-0" x 6-13" H SC PT 20 17R KID ................ 0 ........... 3009 CORR DBIL EGRESS 90M PR 3-0" x T-0" D MC PT FIR 90 13 HM 0 ' 1070 1OFFICE NG 20M 3'-0" x 6-8" H SC PT 20 18R KID I EXIT DEVICE, NO LOCK, THUMB LATCH FROM EXT. 1049 MECH(lowest level) 0 0 0 2095 STORAGE 0 o -- --------]"'o -------- ------- I ' 1071 CORR DBL EGRESS 20M PR 3'-0" x T-0" D SC PT FIR 20 13 CLOSER ___1 I.. ..... HM ...... 1050 CORRIDOR 0 0 0 0 .......... ........ 2096 STORAGE 0 0 0 i I ..................... ........11-4-111-1 3040 CORR PR EGRESS 45M PR 3-0" x T-0" H MC PT FIR 45 14 KD - + I rl 0-72 UTIL 20M 3-0" x 6-8" H S T 20 17R KID KICKPLATE (PUSH SIDE) ----------------- ------ -­­­..­ r-__ ___ -1 1,27--11 I-_ 1­�1­1­111117111.1-,1--.1-1-1- 1 5 c 13 - 1051 STAIR 0 0 0 0 1 0 2097 ELECT RM 0 0 0 3041 UTIL 20M 3'-0" x 6-8" 20 17R KD 10-7 3 TLT 20m 3-0" x 6-13" A SC PT - 20 19R KID ........... ------ THRESHOLD 1052 STORAGE 1 0 0 0 1 0 0 1 ....... o 3042 ELEVSMOKE 3-5"x T-0" 20 16EL KID 2098 MECH 0 10-74 UTIL 20M 3-0" x 6-13" H SC PT 20 17R KD EXT. WEATHERSTRIP ................ ------ i 3043 UTIL-PR 20M PR 3'-U' x 6-8" H SC PT 20 17RP KID ........... 0 ' 1075 LAUNDRY 3-0" x 6-15" 20 16M KD 0 DOOR SHOE 2099 STAIR 0 0 .......... 3044 STAIR INT60M 3-0" x 6-8" D MC PT FIR bu 111) r.,U 0 ............ 'TERIOR SINGLE MC COURTYARD 0 C 0 0 0 1060 CORRIDOR 0 0 '1076 CORR DBL EGRESS 20M PR 3-0" x T-0" D SIC PT FR 20 13 HM 2100 CORRIDOR 3045 UTIL 20M 3'-0" x 6-8" .................... ................ ....... H SC PT 20 17R KID - 1077A MC EXT ENTRY D/E SGL 3-6" x T-0" B HM PT TI - 6 HM A5 1061 STAFF 0 0 0 3 HINGES ................. ........ 1077B STAIR INT 60M C/A 3_011 x 6-8" D MCI PT FR 60 15 KD A2 3046 NOTUSED 0 i . 0 1062 CLEAN LINEN _ _O 0 1 LOCKSET-ASYLUM LEVEL 3 _11--1____. 1-111,�11--l-I'�-1-11-11-1111-1-1--I,,,,-- 1, -_____ I�I i "I--_1111111-__� I 1 3047 LAUNDRY 3'-0"x 6-8" 20 16M KID ....... .............. ........... 1078 COMM SGL-INT 20M MH 3-0" x 6-13" A SC ST TP 16RM KD__ ELEC STRIKE 3048 UTIL 20M 3'-0"x 6-8" 20 17R KD 1063 CHART 0 0 0 1 0 0 0 0 '10-79 NOTUSED 0 POWER 1064 MECH(lowest level) 0 0 0 0 3049 UTIL 20M T-0"x 6-8" H SC PT 20 17R KID 3002 ELECT RM 0 0 0 0 1�O80 util 20m 3-0" x 6-8" H SC PT 20 17R KID ---------------- -------- CLOSER 1065 MED ROOM 0 0 1 0 0 3050 CORR DBL EGRESS 20M PR 3-0" x T-0 D SC PT FIR 20 13 HM 0 r__1 08-1 UTIL-DECORATIVE-20M 3-0" x 6-13" A SC PT 20 17 KD 0 1 0 KI KPLATE (PUSH SIDE) 3003 COMM 0 --­-­-­ ----------- D MC PT FIR 60 15 KID OFFICE NG 3-0" x 6-8" 0 18 KID 3051 STAIR INT60M 3'-0"x 6-8" ------------ 0 0 1066 CLEAN-LINEN 0 0 71082 ------- 3004 STORAGE 0 0 i o 3052 IUTIL-PR20M P R 3-CP x THRESHOLD 1083 MC INT EN 3-6" x T-0" A SC 6-8" H SC PT 20 17RP KID TRY D/E SGL PT 6 KD A5 -------- _21 1067 SOILED LINEN 0 0 0 0 0 1 1 1 1 0 i i I __ 3005 MECH 0 0 EXT. DOOR WEATHER PROTECTION, where applicable _-A 1�O84 EXT VESTIBULE42"W S( S-0" x T-0" TI 4NL HM 1068 ELECT(lowest level) 0 1 0 1 0 0 1___1-____-- ". I I i .......... ....... , _1 -U' x T-0" ------- 3006 STAIR 0 1 3069 CORR DBL EGRESS 20M PR 3' D SC PT FIR 20 13 HM ---------- 0 0 0 1085A UTIL-FIR PR 3-0" x 6-8" H SC PT 17P KD ----------- 1069 MC SHOWER 1 0 0 0 0 3070 NOTUSED notes: 3007 STAIR 0 1 0 0 i 0 i 1085B UTIL 3-0" x 6-8" H SIC PT 17 KID _7�----- .......... --- -------- TIMER/KEYPAD PER LOW VOLTAGE) 2. 1070 STAFF 0 0 0 0 3071 UTIL 20M 3-0" x 6-8" 20 17R KID 1086 MC COURTYD SGL 3-6" x 7' B HM PT TI 7 HM 1. CONTROLLER/ ......... 30 3-0" x 6-8" 20 17R KID 0 72 UTIL 20M 1071 CORRIDOR 0 0 :!0:L___1 1087 UTIL 3'-0" x 6-8" 3040 CORRIDOR 0 0 17 KID REVISIONS: 0 UTIL 20M 3'-0" x 6-8" H SC PT 20 17R KID ------.......... 3073 "_1 0 8-8 0 ...... 1072 JANITOR 0 1 1 1 0 41 0 MC KIT 3'-0" x 6-8" A SC PT 17 KID H SIC PT 20 17R KID ------ 3041 STORAGE 0 0 0 0 3074 UTIL 20M 3'-0" x 6-8" 1 1 ____-1------- ................----------- ­--11____i "1089 OFFICE NG 3-0" x 6-8" 0 18 KID 3. FIR DOORS SIMILAR, EXC QTYS, FLUSHBOLT& 1073 TO I LET ------ 0 0 1 1 0 1 3075 UTIL 20M 3-0"x 6-8" 20 17RI KID A ........... -- ....... 3042 CORRIDOR 0' 0 0 0 10-90 MED ROOM 3-0" x 6-13" 17 KID I COORD. 1074 MECH(lowest level) 0 0 1 0 1 - - - - - - - 1-1111111111--,­­ _­­_­------ 0 It 3076 NOT USED ........ 0 1 1 1 1 T ' 1091 'TLT20m 3-0" x 6-8" A SC PT 20 19R KID ------------ ----------------- 3043 STORAGE 0 0 0 ........... 0 7 3077 STAIR INT60M 3'-0"x 6-8" D MC PT FR 60 15 KID 0 i I 1075 LAUNDRY 1, 0 0 0 10-92 CORR DBL EGRESS 20rV PR 3-0" x T-0" D SC PT FRI 20 13 HM ------- 3044 STAIR 0 0 0 3078 LAUNDRY 3-0"x 6-8" 20 16M KD ........... 0 0 p 1076 CORRIDOR 1093 MC INT ENTRY D/E SGL 3-6" x T-0" A SC PT 6 KID -A 5 I 1 0 0 1 0 0 ] ........... -- ---- ............ ------- ------ 79-92 NOT USED r 1077 STAIR 0 C 1093A CORR DBL EGRESS 20[V FIR 3-0" x T-0" FR 20 13 HM 3046 NOT USED i I i 3093 UTIL 20M 3-0"x 6-8" ------------------ ............... 20 17R KID --------- 3045 MECH i 0 0 0 ------------_-- -_------- -------�-­­­ 1094 UTIL 20M 3-0" x 6-8" 20 17R KID 1078 MC LIVING ROOM 0 i 0 01 0 0 -------- 3047 LAUNDRY 0 0 '10-95 LAUNDRY 3-0" x 6-8" H SC FIT 20 16M KD 3094 UTIL20M T-0" x 6-8" 20 17R KID ­­­­............------ 0 0 3095 UTIL 20M 3-0"x 6-8" H SIC PT 20 17R KID 1079 MC ACTIVITY 0 0 10 9-6 UTIL-DECORATIVE-20M 3'-0" x 6-8" A SC 3048 ELECT RM 0 0 0 PT 20 17 KD 0 1097 UTIL 20M 3-0" x 6-8" H SC PT 20 17R KD J-------------------------- 0 0 0 ------------- 1080 COMM 1 0 0 0 . ...... 3049 STORAGE 0 1081._ WORKRIVI 0 0 0 3097 UTIL 20M 3'-0"x 6-8" 0 0 0 1098 UT[ x 6-8" 20 17R KID ........... 3050 CORRIDOR 0 0 .......... 1 3-0 -8" H I SIC I PTI 1 20 I IL 2UM x 6' 17R K 1082 OFFICE 0 0 1099A STAIR INT 60M 3-0-- x 6-8" D MC PT FIR 60 15 KID 0 1 3051 STAIR ---------- ------------------ STAIR INT60M 3-0"x 6-8" D IMCI PTI FRI 60 1 15 K ­­1083 L'LO B"B Y 0 0 099 0 i 0 0 ............. 3052 STORAGE ----------- i ,1-1-11-1`­--­-­,I I—------I-- "­_,­ ......... 9 SUITE ENTRY S11 1084 VESTIBULE 0 0 i 0 1 0 0 0 3 HINGES (2 SPRING HINGES) .........-­ --- ------------ -------------- ------ 0 0 1085 STORAGE 0 0 ------- 306 0 0 0 1 LOCKSET- ENTRY, w/ INTREGAIL DEADBOLT JAMES CLAR ON ..... -------- --""'-'-"-'-FHA'A^-R'D-WA"'RE-NOTE'-S---------........ ----------------- ------------- --------------------------­-­---------­-------- ........ -------------- 1086 MC DINING 0 0 3061-68 NOT USED ­--------­-­------- 1 1 KICKPLATE (PUSH SIDE) -1----------- I-----------.......................... ........... " +_1 eve 0 0 DOOR 1. PROVIDE SMOKE GASKETING ON ALL DOORS OPENING TO RATED 1087 MECH(I owest I 'I) 1_0 3069 CORRIDOR 0 0 1 ............ 4.. ..... .... ................... !CORRIDOR, SMOKE PARITITONS, EXT ENCLOSURES, ELEV HOISTV DOOR VIEWER 0 SALEM, 1088 MCSERVING 0 VAY ! OREGON .......... 0 3070 NOT USED ------ Electric Door Notes: Automatic/Controlled Access/Delayed Egress Functions- DRS, OR SMOKE BARRIER WALLS; SEE LIFE SAFETY PLANS 9Z SAME AS #9 EXCEPT PASSAGE SET FOR ENTRY HDW EXP.(oW12 0 0 0 1089 CHART 0 0 1 1 J, -1 ­­__', W 01160 3071 COMM 0 0 0 -------------_-------- .......... -------- Al Sliding automatic door operater and controls w/ auto-locking function and .........___1_1-.1.1.1.1.___...........I-,--------- AND MAG HOLDS AT CORR; NO KNOCKER, VIEWER 0 , I i 1090 IVIED ROOM 0 0 0 ��2 PROVIDE WALL, FLOOR, OR JAMB DOOR STOPS AS APPLICABLE 3072 STORAGE 0 i 0 0 I'M .......... ...............j", 0 flush exit device (at interior dr only), and door position switch to interface 15 ................... .............. 0 �3. PROVIDE INTUMESCENT SEALS ON ALL FIRE RATED DOORS -REF 0 0 0 w/access control. See low voltage plans for access control and sequence of 1091 TO I LET 0 0 3073 STORAGE 0 0 iSCHEDULE PROJECT TITLE: -, --+----t........... 0 1 0 1 3074 MECH 1092 CORRIDOR 0 0 0 0 0 operations. Typical of main entry doors W 4. USE BB HINGES AT ALL EXTERIOR DRS, AND DOORS CLOSERS, 0 .... ........ 0 0 1 0 F 7 1092A CORRIDOR 3075 ELECT RM 0 0 0 _O .................................................... ........------ Swinging automatic door operater, w/ADA pushbutton control ON (1) leaf; SPRING HINGES, ETC ------------ .............. ------ A2 0 1093 CORRIDOR 0 0 0 i 0 .......... 1:T 3076 CORRIDOR 0 0 0 w/ card/keypad entry access control on timer(one per entry, located at interior- '�'7PAO_y I b iff_b b b R'�Lit Ndff R9 b&"KCE N�fkib�R'DOORS-------- ............11 ­,­­1111111-_______1 __1 T 1-1111---­­­---1-11-____ -1 ------------------ 0 1 1094 STORAGE O � 0 0 01 3077 STAIR 0 0 most door), electric latch retraction. See low voltage plans and dtis for access 6. ALL EXPERIOR DOORS HAVE "EXT. WEATHERSTRIPPING" WHICH I I KITCHEN FROM/TO DINING HINGES -------------- ------........ 0 0 0 -6 1095 LAUNDRY 0 0 i control and sequence of operations. !INCLUDES WETAHER TIGHT ADA THRESHOLDS, ADJUSTABLE 3078 LAUNDRY 0 0 4 1096 BATHER 0 0 PERIMETER SEALS AND DOOR BOTTOMS. PROVIDE RAINDRIP AT HEAD CLOSER wl hold open 0 0 ......... 0 i 0 IOF EXrERIOR DOOR WHEN PROTECTED BY LESS THAN 4'OVERHANG 1097 ELECT(I owest I eve 1) 1 0 0 0 LOCKSET-CLASSROOM .......... ------- A4 - Controlled Access-typ: door operation with card/keypad access control unimpeded egress from interior spaces. See low voltage plans and ............---------------­------------ from exterior 3079-92 NOT USED ............ 0 ; i I 1098 MECH(lowest level) 0 1 0 0 0 1 j i 1 0 dtIs for access control and sequence of operations. Interlock w/ auto door -------- 3093 COMM 0 .......... -------- iT SIZE KICKPLATE (PUSH SIDE) FOR DOOR STYLE 0 0 ............. ......7- ------ ------ 1 34X.30 KICKPLATE (PUSH SIDE) 1099 STAIR 0 0 0 operation where scheduled or described. Comply with applicable code ---------- 3094 STORAGE 0 0 8. ALL HARDWARE US26D BRUSHED CHROME ............ -VI bif_f6_F5_LAtd"Id"IdNEY-AfiNit R 10 R U R A C E M N T E A T D E V I C I 0 requirements listed on life safety plan, including required signage. ....... ..........----------- STORAGE 0 0 0 0 ................................. ..........4 4__ 1100 CORRIDOR 0 309 ------------- 'i^d.-P-RO-Vll�E--A'(jtb'FE-liSH-Bd-Lt";kt"t5AiR-S OF TED Ij-hLITY DOORS I ___1 0 1 i 3096 STORAGE 0 0 A5 - Delayed Egress - MC: door operation with card/keypad access from ­­------------ 0 .......------ 3097 ELECT RM 0 U 0 0 exterior(of secured area), and 30 second delayed egress control from interior E 1� Q ;CHEDULE NOTES: 17 UTILITYISTOR ROOM UNRATED DOORS E� using magnetic locks. See low voltage plans for access control and sequence of -----_-------- 3098 MECH 0 0 0 1 5 511. ------ 3 HINGES 1. Extend KitchenQuarry tile into walk-in cooler and freezer. -------1--- ­'' operations. Comply with code req'ts shown on Life Safety Plan, including 3099 STAIR 0 1 1 0 0 i 1 LOCKSET-STORAGE ............ ----------- 2. Sea[ Concrete i n MC Wi ng prior to f i n f I r I nstal I ation t required signage 7! 3100 CORRIDOR 0 1 1 13 CORRIDOR PAIR DOUBLE EGRESS DOORS 0] 1 0 1 KICKPLATE (PUSH SIDE) ---------- 3. Carpet pad on stairs. ___ . __ L--- 6 HINGES CIA A6 - Delayed Egress - Emergency Exit only: exterior door servng as 4. Seal concrete in lieu of vinyl floor at 1st fir utility spaces 2 EXIT DEVICES + 0 emergency exit only. Integrate alarm into hardware. See low voltage plans for SAME AS SET#17, PLUS CLOSER �9 _111-11-11-1111-1111-1111---Ill-",I ''I --11-_-11_1_- 2 CLOSER 0, 5. Refer RCP and interiorelevs forfurr-dns and other special design access control and sequence of operations. Post signs at door indicating 17P I PAIR DRS SIM, EXC QTYS, FLUSHBOLT �_4 FIN OPENING SIZE 2- CONSTRUCTION 2 MAGNETIC HOLDERS U "Emergency Exit Only, Alarm Will Sound" r-n 9� FIN OPENING SIZE 2x LEAF 51ZE -I" SC - Solid Core 21-011 r91,1_ V-9)" DR SIZE +1" 1 e T9211=1 F-)-, HC - Hollow Core A7 -Controlled Access -for staff communication to upper levels only. Not an < C9 0 ............... 0 ow IS a Exit from Memory Care. See low voltage plans for access control and sequence 7! AL Aluminum 4 Glass MC MTneral Core. of operations 2 T r__ ,n E I Mr ITI, CD GLASS SIR Stile 4 Rail I SM- 1 0-M 2 CLO A8 - Emergency Exit only: exterior door serving as emergency exit only but 19 TOILET ROOM 5T - Steel without D/E (typical from assembly occupancies). Provide alarm with exit .......... ........... 2 MAGNETIC HOLDERS ML CW-AZE co� GLASS \/N Vfn�l 4 Glass 3 HINGES (1 SPRING) , q�i� �" 1 '11, C:) ........... device. See low voltage plans for access control and sequence of operations. .. . ....... Z 111116 4dii"ih�, 1 LOCKSET- PRIVACY 0 3. FINISH 15 STAIR DOORS FROM CORRIDOR CIO SOUND SEAL (IF NO FIREISMOKE SEAL) C) -t 100eq In max ------ 3 HINGES PT - PAINT U rglazing in ....... 1 KICKPLATE (PUSH SIDE) M ted WS Wood sta in 1 PASSAGE SET 0 .................-.................... 19R RATED TOILET RM: SAME AS ABV, PLUS CLOSER .......... .... F-T: Farstor� Pre-Finished 1 CLOSER ------- K. 5I-Fold 5�Pass KICKPLATE (PUSH SIDE) rn 5. D. F. (Storefront) H. J. --­­-­- KI. D5L 5i-Fold Ll. 3x 5�Pass !01 MAGNETIC HOLDS IF SHOWN ON PLAN (MH) . ......... .......... _0 q 4. GLAZING 0) TP -Tempered Plate M20116 SEE DTL FOR FIN U FIR -Flre-Realstant Glass 15A INTERIOR EXIT HDW (ASSEMBLY SPACES, MAIN ELEC) T i9p - ��P� Lq TI -Tempered Insulated 3 HINGES -----------_---- ru It 1 EXIT DEVICE L RM 5. HARDWARE: Number 1CLOSER SHEET TITLE: 21 SPECIAL refers to group In MAGNETIC HOLDER IF SHOWN ON PLAN (MH) HARDWARE hardware schedule. DR HDW BY MFR ----------- DOOR� 0 0 15P PAIR DRS SIM, EXC CITYS, ADD COORDINATOR COORDINATE CYLINDER & KEYING AND ROOM FINISH ro. FRAME TrPE �J�jgll 0 SCHEDULES (REF AW FOR DETAILS) CD WD - Wood DRAWN BY: k SHEET: SX HM - Hollow Metal 11111111HIMM1111 IL_0 _� sx AL - Aluminum per 23 POCKET POCKETITRACK KIT, w/ PULL M PROJECT .13) P. Pocket Dr M. Automatic. Dbl Slicler R. AUTOMATIC, SLIDING 6. Sllclln!@ Glass KD <nock-C)own (Timel�) 2 R/%TED: Sai;j BIPASS P 1403 FIRE/SMOKE DOOR ................. ........ N. Automatic. Sinele 5ITcler 6F Storefront P1q- NE:8 )LDY A1 .5 \/N Vin�l PULLS LOSER.and HOLD-OPEN,,,,,,,,,,,,. fi�A'dk_k( ^'(f�l�l�"i'r"a'^c,k-"a"t,",u-n-i"t-l-a,u-n,,d"r",y"'clos'e"t s"')" EL �) CCfR 7�� FES .14 WALL TYPES' INTERIOR SIDE 5/8" 'TYPE-X' GYP.BD. EXT.FINISH* _ RC -FURRING a 24"oc * M MOISTURE BARRIER* M M ,� *f OMIT AT CRAWL SPACE) 11 11. 1.6 13 21 1. 1.6 2 2 , I_ * UNIT SOUND WALLS; OR WD STRUCT PNL,PER STRICT DWGS WD STRUCT PNL,PER STRICT 5/8"GYP.BD. 12x6 FRAMING,PER STRUCT 2x6 FRAMING a 16"oc -d10 00 BATT INSULATION (2x4 ALLOWED FRAMING R-21 BATT INSULATION �r M 00 WHERE SHOWN ON UNIT O bA ' 5/8" 'TYPE-X' GYP.BD. VAPOR BARRIER PLANS) t~ O M 2x6 STUDS a lb" O.C. 5/8" 'TYPE-X' GYP. BD. O O 'O� 2 HR RATED CONSTRUCTION (NO EXTERIOR ,- � � BEARING AND/OR SNEARWALRACING REQ'D LS: CGA FILE No. WP 4135) WHERE FSP a 10' FIRE PARTITIONS EXTERIOR WALL OR GREATER) NON-LOAD BEARING WALLS I __ I a w I I - A TYP CONSTRUCTION FOR STRUCTURAL BEARING AND TYPICAL CONSTRUCTION FOR THERMAL NO RATING REQUIRED i SHEAR WALLS.WHEN USED FOR RATED CORRIDOR AND MOISTURE ENVELOPE - REFER WALL A - - - - - - - - - AND TENANT DEMISING WALLS,CONSTRUCT AS FIRE SECTIONS AND ELEVATIONS FOR SPECIFIC One layer 5/8" gyp. bd. applied PARTITIONS EXTENDING FIRE-RESISITVIE MEMBRANE FINISH CONSTRUCTION AND DETAILS parallel or a rt. angles to ea. side ofz.a I �+�+� L___ I �� I (GYP)TO BOTTOM OF HORIZONTAL ASSEMBLY ABV. 1 HR RATED CONSTRUCTION (from inside etude 16" oz. w/ 6d coated nails, 1-1/8" 2 2.72. 5 0" z-I z-1 z-1 z-1 1O°° I SEE ALSO SHEET A'1.1) onlyer 2009 IBC sect 1055) long, .0915" shank. 1/4" heads, -1" oz. ® © � © I IBC FABLE 120.1(2) ITEM * 16-1.1 Joints staggered 16" oc. opp. aides. I I I 1 HR RATED - w/ RC CHANNEL I I I I CGA FILE NO. WP 3243) _ _ _ _ p 2x wood studs a I6" oz.w/ dbl. top plates, single A.6 A.6 btm. plate, Int. side covered w/5/8" Type 'X' gyp. W eH aH H aH eH aH eH HH eH UH I I OM J� 2HR RACED CONSTRUCTION bd, applied hortz. unblocked, 4 fastened w/ 2-1/4' (2)LAYERS OF 1" I I 1-'t (GA FILE NO. WP 4135) Type S drywall screws, spaced 12" oc.,joints cov'd DENS-GLASS w/ tape 4 compd, fastener heads cov'd w/ compd I i 1 LAYER - she TYPE CM Exterior Side: cov'd w/ 3/8" wd. struct. panel (OSB) x. X' GYP BD I I I I I 1 __1 *1 HR RATED - w/ WD STRUCT PANEL applied vert.,horiz.Joints blkd 4 fastened w/ 6d i (GA FiLE NO.WP 3605, EXPLANATORY NOTE common nails - 12" oz. (field), 4 b" oz. (edges). 2x6 STUDS a 16" oz. I A z_1i L� ° - 022-2009 GA FIRE RESIST. DESIGN MANUAL) ti? E 17 BATT INSULATION 0 ® -------- )D **UNIT SOUND WALLS - ALL WALLS SEPARATING 1 LATER - 5/8" - t AaO - u:eer �► TENANT SPACE FROM COMMON SPACES TYPE 'X' GYP. BD. Resilient Chan 24" oz. attached a rt angles to ! (2) TWO-HOUR FIRE WALL O ONE SIDE of 2x6 wood studs 16" or 24" oc. w/ BATT INSULATION CAW ® ® HR H Ilio" Type S drywall screws. One layer 5/8" type EXTENDS FROM GROUND FLOOR I case A --------- i LAYER - 5/8" THRU TO UNDERSIDE OF ROOF ® z X' gyp. bd. or gyp veneer base applied at 1. "�+ 6 right angles to channels with I" type S drywall TYPE 'X' GYP.BD. DECKING. " ®AMM ADM screws at 8" oc. w/ vertical ,joints located 2x STUDS 2HR RATED CONSTRUCTION CGA FILE NO. ASW 1002) midway between studs. End points backblocked ® 16" O.C. I ! w/ resilient channels. 3" mineral or glass fiber insulation in stud space. Opposite Side: One (1) ONE-HOUR FIRE BARRIER (2) layers Px24" proprietary type 'X' gypsum panels inserted - _ - - - _ _ - - - - _ _ MW6 :ao�a arae layer 5/8" type 'X' gyp. bd. or gyp. veneer between floor and telling runners w/ steel "H' stud between C p E C base applied at parallel or at right angles to EXTENDS FROM GROUND FLOOR t0 adjacent pairs of gypsum panels.A 3/4" minimum air space I I I I z-A� I 106 S � I I "' I-Kim O studs with bd cement coated nails, 11•b" long, BTM.OF ROOF SHEATHING must be maintained between steel components and adjacent ® 0 O -----I RE 0.0915" shank. 15/16" heads, 1" oz. Vertical ,joints 1 HR RATED CONSTRUCTION framing. As an alternate to an air space, the steel - PI IN f�, z-b � OLE! - staggered 24" on opposite sides. Sound components are covered w/ b" wide battens of 11/2" type 'X' 0 © Cn gg pp (GA FILE NO. WP 3605) sum wall board or full sheets of 1/ " type 'X' sum wall tested with etude 24 oz. )STC=50). Also gyp z yp gypsum i °J I I sound tested with etude spaced 16" oz. and board screw attached to the steel components. I �e I I A-y with two layers of 5/S" type 'X' gyp. bd. on One layer 5/8" type 'X' gyp. bd. ® ® I 0 z the side opposite the resilient channels applted parallel or a rt. angles to Base layer: W . D D E p ° ea. side of etude 16" o.c. w/ 6d 5/8" t e 'X' bd. applied a rt. angles to ea. side of p e.sc r �^ ° �e+►+D (STC=53). LOAD BEARING yp gyp pp 9 i e uuo M nr coated nails, 1-1/8" long, .0915" 2x6 wood etude 24" oz. w/ 6d coated nails, 1-1/8" long, 0 RS N _ I 5m t0 5� rJTG shank, 1/4" heads, 1" oz. Joints .085" shank 1/4" heads, 24" oz. CA - - - - p - �'e - � '�° 1#I ��'��I CA erAne� - - staggered i6 oz. opp. sides. Face layer: ® comae � cope 5/8" type 'X' gyp.bd. applied a rt angles to ea.side w/ //�� EEI RATED CONSTRUCTION 8d coated nails, 2-3/8" long, .100" shank 1/4" heads,8" oz. / _.6 HR HR HR HR HR R MR MR Hfl C.6 (MAINTAIN FIRE-RESISTIVE 2 LAYERS - 5/8„ Joints staggered 24 ea. layer 4 side. C. _ MEMBRANE OF WALLS ANDE-JI CEILINGS, WHERE f TYPE 'X' GYP.BD. ° APPLICABLE) INTERIOR SIDE ® ® ® W e a rrcx BATT INSULATION Awo 2x6 FRAMING a 16"oc max Xt.FINISH* ,�: " �t _ _ I -a SEE DETAILS WHERE SHOWN 2 LAYERS - 5/8" MOISTURE BARRIER* ® = I I COW A -- W = RE 0 a a 'TYPE-X' GYP.BD. TYPE 'X' GYP.BD. *(OMIT AT CRAWL SPACE) J 2x6 SCUDS WDA Still ICC PNL,PER STRUCT E E --_ z-a z-b z-a m z-aw _ ® I6" O.G. 5/8 TYPE X EXT GYP SHEATHING I 0 ® � m01 2x6 FRAMING,PER STRUCT I I I I 0 1 I FURR OUT/COL WRAP -� R-21 BATT INSULATION __ (2) TWO-HOUR FIRE BARRIER VAPOR BARRIER - - - - - - - _ - - - 5/8" 'TYPE-X' GYP.BD. D - I A - - - - - - I D EXTENDS FROM GROUND FLOOR TO I BTM.OF ROOF SHEATHING 0 z I 2HR RATED CONSTRUCTION EXTERIOR WALL 1 14 15 16 18 _ 5/8" 'TYPE-X' GYP.BD. (GA FILE NO. WP 4135) TYPICAL CONSTRUCTION FOR THERMAL I `- N MTL.STUDS Base lager 5/8" type 'X' bd. AND MOISTURE ENVELOPE - REFER WALL I 1 Q y yp gyp SECTIONS AND ELEVATIONS FOR SPECIFIC RATED WALL,PER PLAN applted art. angles to ea. side of FINISH CONSTRUCTION AND DETAILS studs 24" oc. w/ 6d coated nails, "� ^� 1-1/8' long, .085" shank 1/4" heads, I HR RATED CONSTRUCTION (From BOTH A-" ® ® I z-mob 1 24" oz. Face layer 5/8" type 'X' alder per 2009 IBC sect 1055) I ss I I R FW 2HR F _ 2HR FW 2 FW gyp. bd. applied a rt angles to ea. IBC T LE 120.1(2) ITEM 16-1.1 E I E side w/ 8d coated nails, 2-3/8" 2x wood etude a 16" oc. w/ dbl. top plates, single I a WALL FURRING Q GREASE HOOD long .100" shank, 1/4" heads, 8" oz. btm. plate, int. side covered w/ 5/8" type 'X' gyp. F - - - - F I !�G / � u4u¢iae F Joints staggered 24" ea. layer 4 bd, applied horiz. unblocked, 4 fastened w/ 2-1/4" I I I erRg (IN THE COMMERCIAL KITCHEN). pp _ NON-COMBUSTIBLE CONSTRUCTION aide Type S drywall screws, spaced 12" oz,,Joints cov'd H FACING COMBUSTIBLE RATED WALL w/ tape 4 compd, fastener heads cov'd w/ compd _ I Exterior Side: cov'd w/ 3/8" wd. struct. panel (OSB) applied vert.,horiz. joints blkd 4 fastened w/ 6d common Haile - 12" oz. (field), 4 6" oz. (edges). N GENERAL WALL TYPE NOTES- I I ° I AI DNN�i E = REFER ALSO TO SHEET A33a FOR SPECIFIC CONSTRUCTION DETAILS 5 RELATED TO FIRE-RESISTIVE WALLS USED AS FIRE PARTITIONS, FIRE BARRIERS, AND FIRE WALLS, SMOKE BARRIERS AND SMOKE PARTITIONS J G D I WALL TYPES ARE TYPICALLY NOTED ON PLANS (EXCEPT EXTERIOR zI ( I 20 WALLS, SEE NOTE 2). WHERE A WALL TYPE IS NOT INDICATED, REFER TO I I I THE FOLLOWING CONDITIONS: 4 6 ® - - - - - - J.5 1. ALL BEARING WALLS, TENANT DEMISING WALLS, AND TENANT/CORRIDOR II WALLS ARE TYPE A UNLESS NOTED OTHERWISE. OK I I I 2. ALL EXTERIOR WALLS ARE TYPE B UNLESS NOTED OTHERWISE. WALL i u I TYPE CONSTRUCTION SHOWN IS GENERIC ONLY - REFER WALL SECTIONS F --------------- ----- I I , J j me- AND ELEVATIONS FOR EXTERIOR FINISH MATERIALS AND SPECIFIC L - - - - I- I ! L --- �- m CONSTRUCTION RELATED TO THESE FINISHES. i -_- II r 3. ALL NON-BEARING PARTITIONS ARE TYPE C UNLESS NOTED OTHERWISE. I I Ii I I ® 4. ALL SHAFT WALLS, EXIT ENCLOSURES, INCIDENTAL USE SEPARATIONS, M ELEV. SHAFT AND EQUiP ROOM WALLS ARE EITHER TYPE D OR J PER FIRE RATING NOTED ON PLAN. 5. ALL FIRE WALLS NOTED ON PLAN ARE TYPE E. N i - - ~ ° _ i s L ---------------- - _ ro. CONSTRUCT OTHER PARTITIONS NOT SPECIFICALLY DESCRIBED HERE AS TYPE A P FIM P REVISIONS: I 1. USE MOLD 4 MOISTURE-RESISTANT CORE GYP BD ON ALL WALLS AND ' -��� I °'4°'D� CEILINGS WITHIN 4' OF SHOWER FIXTURE (INCLUDING BEHIND PRE-FAB --- -------- --- SHOWER UNITS, BUT USE CEMENT OR FIBER CEMENT TILE BACKER BOARD �> aoeA - - - - - - -BEHIND ALL TILED 'WET' WALLS (TILED SHOWERS)). NOTE USE ON CEILING I I �' 1 I I MIT REQUIRES lro"oc max FRAMING. USE MOLD 4 MOISTURE-RESISTANT CORE GYP BD ON ALL WALLS WITHIN 4' OF ANY URINAL FIXTURES --J� I II `� 23 R - SOUNDWALL SCHEDULE:c. - - R.1 l O O , 1 -7 PROVIDE 3 " min SOUND iNSUL BATTS AND RESILIENT CHANNELS AT THE ! I I I 1LDM O X FOLLOWING WALL AND FLOOR/CEILiNG LOCATIONS. RESILIENT CHANNELS ARE IN i 1010 ADDITION TO ANY SHEAR PLYWOOD PANELS SCHEDULED PER STRUCTURAL - - - - - - - R. 40 DRAWINGS: S' - i I 1. ALL TENANT/(UNIT) DEMISING WALLS, SHARED WALLS w/ COMMON SPACES, I STAN-2 I � ' SHARED CORRIDOR WALLS, AND HORIZONTAL FLOOR/CEiLING I � / JAMES CLAR ON ASSEMBLIES g 2. CORE/COMMON AREA BATHROOMS T - - I I - as as I 3. THEATER WALLS SHARED WITH ALL OCCUPIED SPACES (SEE ALSO INTERIOR ELEVS. FOR SPEAKER ISOLATION) X.L. SALEM, OREGON 4. IN ADDITION, PROVIDE SPECIAL SOUNDWALLS w/ ACOUSTICAL GYP BD 1-2 1-' EXP.6/30/2016 AT ELEV MACHINE ROOM WALLS SHARED w/ OCCUPIED SPACES - SEE 1 WALL TYPE J1 1 1.. X.6 ® �F 14 17 19 0 •• PROJECT TITLE: N PROTECTION FOR ALL BEAMS v THAT SUPPORT MORE THAN I . $ N TWO FLOORS OR MORE THAN E ` cV •d ONE FLOOR AND A ROOF � \ °` 0 STEEL PLATE STEEL PLATE c~y 1/2" GYP. BD. W/ TJI HANGER TJI HANGER 18 GAGE WIRE 15" O.G. TJI TJI J I/2 GYP. BD. 1� I ® i r co � u 3 ® ® '-'.� m case STEEL BEAM ` STEEL BEAM STRUCT. STL.COLUMN m II `4 7 + •. b °� .` � )TUBE OR FLANGE) _ I � • • a_ � y (1)TYP.ONE-HOUR COLUMN WRAP U `^ IBC TABLE 720. 1 ( 1 ) #1 -7. 1 U,4 (2)LAYERS GYP.BD. two layers of 1/2" gyp. bd. adheslvelg � �,� •• N CONDITION N 1 CONDITION 2 secured to column 4 successive layers + GA FILE NO. BM 1131 PROPRIETARY 1 HOUR FIRE corner edges of ea. layer staggered. U.6' - - _ _ _ HR HR HR HR R _ R R R _ HR R _ - '� o yp. bd. layer below outer layer secured -� �- I �, o >~ STEEL FRAME,GYPSUM WALLBOARD o column w/ doubled .049" (T8 gage) - p I 1-4i 2 3 Base layer 1/2' proprletary type 'x' gypsum wallboard applied to beam cage with I" stl. wire ties 6 15" oz. �, N � 0 � F--� o >~ Type 6-12 drywall sores 12" oc.Face layer 1/2" propristarg type 'x' glum wallboard Exposed corners taped 4 treated. -� g . . -I - r . , g I H U � o Applied to beam cage with 1-5/8" type s-12 drywall screws 2" oc. oints offset from 1 U IAJ Base layer Joints. 1� I = 1� J ❑W i 1-e - Q a Beam cage fabricated from no. 24 gagqe 1/8"x1-3/8" steel angles screw attached to steel ® $ • • m 1-41 o I-b C) c U Joinsts at beam top flans and no. S gage 2-1/2" steel runners hooked over beam " 1-% ® ,B6T 0 p 0 o; ti Lower flange and suppor ing 1-5/8" steel studs 24" oc.Minimum beam size w8x15. I ® ® D .-4 (one hour unrestrained beam.) Q PROPRIETARY GYPSUM BOARD - I D D o q AMERICAN GYPSUM COMPANY - 1/2" FIREBLOCK TYPE C N H w BPB AMERICA INC. - 1/2" PROROC TYPE G GYPSUM PANELS z G-P GYPSUM - 1/2" TOUGHROCK FIREGUARD C w !-� LAFARGE NORTH AMERICA INC. - 1/2" FIRECHECK TYPE C x a NATIONAL GYPSUM COMPANY - 1/2" GOLD BOND BRAND FIRE-SHIELD C �A� ,p/ GYPSUM WALLBOARD I Y Y Y Y N PABCO GYPSUM - 1/2" FLAME CURB SUPER 'G' a TEMPLE-INLAND FOREST PRODUCTS CORPORATION - 1/2" TG-G o UNITED STATES GYPSUM COMPANY - 1/2" SHEETROGK BRAND GYPSUM ti o Pa PANELS,FIREGODE C GORE cel O o o o B � 1 FIRST FLOOR PLAN 0 0 1 11. 1.6 SHEET TITLE: E N N A2.1 SCALE : 1" = 20'-0" OVERALL FIRST FLOOR O O DRAWN BY: H M SHEET: 0 DE JT Kl � Q lee Q Q 1403 z KEY PLAN DATE: A2. 1 a 7.11.14 L s 121'-9" FIRE—RESISTIVE WALL TYPE SUMMARY I_ II 103 CONSTRUCTION L LEGEND E N D u °� LSWEETS L � ION ALSO, EEKEY ON SHEETS DETAILED WALCONSTRUCTION12'-6I23I-9I TYPICAL TYPE A OR C WALL, A5 NOTED ON PLAN REQUIREMENTS o M o°Oo N 4'-3" 6'-0" '-5" 10'-1" 6'-6" 6'-6" 5'-6" 5'-6" l'-0" 9'-9" 1'-0" 1 TYPE A WALLS ARE PROTECTED BY 1 HR RATING ALL FRAMING 15 2x6 a I6 oc EXCEPT WHERE NOTED OTHERWISE ON M o m 1HRFB 1HRFB STRUCTURAL PLAN AND WHERE 2x4 FRAMING 15 SHOWN ON UNIT PLANS o ONE-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING A55EMBL (A4 SHEETS) 1 I BELOW TO UNDERSIDE OF UNDERSIDE OF FLOOR/ROOF DECK A TYP I HR RATED BEARING WALL N o B ABOVE,CONTNNOUS THROUGH CONCEALED SPACES. M v� a w U A2 2 HR RATED BEARING WALL - (TYP WHERE _ 0 2 TWO-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING A55EMBL SUPPORTING 2HR FLR/CLG s MC/ALF SEPARATION) BELOW TO UNDERSIDE OF UNDERSIDE OF FLOOR/ ROOF DECK In 3 '- 0 _ ABOVE,CONTINUOUS THROUGH CONCEALED SPACES. 5 TYP I HR EXTERIOR BEARING WALL - (TYP 1 1HR 1r;R 1riR 1H CONDITION NOT TAGGED ON PLANS) J w 1 HR FIRE RATED EXTERIOR WALL - TYPE K, RATED FOR FIRE a' C EXPOSURE FROM BOTH INTERIOR AND EXTERIOR 62 2 HR EXTERIOR BEARING WALL - (TYP WHERE �r C q SUPPORTING 2 HR FLR/CLG m MC/ALF SEPARATION) _ C --___- s6 s6 s6 SMOKE BARRIER - I HR RATED,CONSTRUCT SAME AS I-5a u A C FIRE BARRIER C NON-BEARING WALLS (2x6 TYP, 2x4 �~ ... I P WHERE SHOWN ON A4 SHEET) y +n I ° ° 1 107 I sP _sP s SMOKE PARTITION - NON-RATED I-6e 1 e 109 u I U 2HR FW 2HR FW D 1 HR FIRE BARRIER, PER A33a DETAILS 0 © I TWO-HR FIRE WALL CONT.FROM GROUND FLR. THROUGH ©1° {� CEILING TO BOTTOM OF ROOF DECK E 2 HR RATED FIRE WALL PER A33a DETAILS 0 , dW t•. F 2x PURR OUT O AN 1 -- -___ r, GENERAL NOTES: M I ® ® I I REFER FIRE LIFE SAFETY PLANS (AO.1-AO3)AND SHEET A33a FOR DTLS OF G 3 " METAL FRAMED FURROUT BEHIND KITCHEN HOOP � — — I ® I I FIRE-RESISITIVE CONSTRUCTION J 2 HR FIRE BARRIER, PER A33a DETAILS --- I I --- � STOR 2 DIMENSIONS ARE TYPICALLY t0 FACE OF FRAMING (OR CENTERLINE OF DEMISING K IHR FIRE EXTERIOR BEARING WALL, RATED FROM BOTH WALLS), EXCEPT WHERE NOTED AS "FIN" (FINISH)OR "CLR" (CLEAR), OR AS INTERIOR AND EXTERIOR, WITH TYPE X GYP SHEATHING _ OTHERWISE DETAILED. WINDOW OPENINGS ARE DIMENSIONED TO CENTER, DOORS U.4 - - - - - - - - - - * ARE LOCATED TIGHT t0 CORNERS (2 STUDS)UNLESS DIMENSIONED OTHERWISE FLOOR PLAN KEY NOTES OI b" FURROUT (TYP FOR ELEC CONDUIT/PIPE RUNS TO FLR ABV OR BELOW) ,n C= 3. REFER SOUND WALL SCHEDULE FOR ACOUSTICAL TREATMENTS AND STRUCTURAL O r7A 0- C ;� a __ _ OR p B R GLOCATIONS2 4" FURROUT U-6 - - - - - - - - - --- ------- -- R R HR R HR HR R WALL/PARITTION NOTES: O3 2"PURRouT(TYP COLUMN PILASTER) 0 I D -' `- I ALL BEARING WALLS,FLOOR, AND ROOF CONSTRUCTION ARE I HR FIRE-RESISTIVE CONtRUCtION, PER CONTRUCtION TYPE VA, EXCEPT AS NOTED OTHERWISE BELOW. O CABINET DOORS IN FACE FRAME,PER INTERIOR ELEVS ,' i�,..... ALL NON-BEARING PARTITIONS MAY BE UNRATED, EXCEPT AS NOTED OTHERWISE. O CORRIDOR HANDRAILS PER DTL 19/Al.l 1 1 I pl° I: '. �< 2 ALL SUITE DEMISING WALLS AND RATED CORRIDOR WALLS ARE CONSTRUCTED AS --- 1 lf1'I ` , _ - °I 1-HR FIRE PARTITIONS. O PURR-OUT AROUND FIREPLACE b-VENT(FIRESTOP FLOOR PENETRATION) flb 1 G ® �_ 3 SEPARATED MIXED OCCUPANCIES WITHIN THE SAME FIRE AREA, ARE SEPARATED VERTICALLY BY FIRE BARRIER WALLS AND HORIZONTALLY BY FLOOR/CEILING O PROVIDE 8" STUD WALL FOR PLUMBING HORIZONTAL ASSEMBLIES. REFER LIFE SAFETY PLAN FLOOR PLANS AND RCP FOR .................. , :_�-�% RATINGS a i F ! 4 A 2 HR FIRE WALL DIVIDES THE PROJECT INTO SEPARATE BUILDINGS TO COMPLY u U WITH ALLOWABLE HEIGHT AND AREA REQUIREMENTS INDICATED ON COVER SHEET 1466 u n I I AOS. 110 — — ; All 5 CORRIDOR WALLS IN 1-2 OCCUPANCY ARE SMOKE PARTITIONS PER IBC REQ'TS, BUT C I ARE DESIGNED AS RATED FIRE PARTITIONS PER WAC REQ'T5 PER WA DOH REVIEW. A 1 HR RATED SMOKE BARRIER WALL DIVIDES EA STORY OF EA BLDG INTO TWO SMOKE COMPARTMENTS. l ELEVATOR MACHINE ROOMS ARE CONSTRUCTED 2 HR FIRE BARRIERS MATCHING i THEIR ELEVATOR SHAFT'S FIRE RESISTANCE. 3 g i u i 0 1 � \ 8 SHAFT WALLS, INCLUDING ALL ELEVATOR AND EXIT ENCLOSURES ARE CONSTRUCTED 4444-- OF 2HR FIRE BARRIERS WHEN CONNECTING 4 STORIES AND IHR FIRE BARRIERS WHEN 1 CONNECTING 3 OR LESS STORIES. III u -- 1 i t , 23 4'-3" 6'-0" '-5" I0'-1" 6'-6" 6'-6" 5'-6" 5'-6" l'-0" 1'-0" 5'-6" 5'-6" \m 3 12'-6" 13'-0" II'-0" 14'-0" Il'-0" FIRST FLOOR BUILDING A — WEST v3- A2.la SCALE �E 1� od s ' Ci is i A K ,3q , 3 \ a r r I T i :3. c — — — � � — ,— — ,— — — — — T 4444 4444 3 4444— 4444—�--4444--�-- - - 102 \ � 1_ 101 A op -2 5,ro ).4 7 1 4 1 - 14 17 19 Z3 \ a 9" 1-66 / s s _ 6 N °'' / G o 121 X.6 gcz 1-4 Z A REVISIONS: 0 0 0 3" QADDM 0109-22-14 lm'-6" 13'-3" 11 -0.. g._3.. 6._l.. C O g ® i \m�" �\ 5'-3" 5'-3" 6 _l E� 6 _1 �� 5,-6„ 5,_6„ 4'-g„ 4,-6„ ------ 4 0 5� G ° \9� \ / \ q' ����-- r s \ 111 \ \ �" s 1 4444-- C q CORR `g _ 1040 :- tr G g _ u J, 1 \ TOR VYD C� C 1 ,,, Q I 1 I � �- `' q Y JAMES CLAR ON c ,� 8 ar , u A C I-5 © � �� 105 A � I-lei 10 u� 1 \ ® \ 1-6e2 / Im3 b g 1-8a CORR ` \ / SALEM, OREGON U � i - 5TORF__ !� _ W 113 c °° 1050 \� / EXP.6/3012016I-la OF .1041N I C 115 \ $ d© % ©'© \ -' W 1 1 M I \ °. b ® ` " 1 p1 ---- 1 I ..; � ` G �� \ °a PROJECT TITLE: m 1 Q I ° ° 9 I °�� G I I 1 ELEV 02A. 1.I v w. Y" I 0 j ` 11042 cA 1 p O 0 - - M - - _. .. 4'-6" 1'-6" l'—m" = l'-6" NH NH NH H NH NH NH ° N 0 ELEC 1050 4 CORR Q �' 1048 O Q 1042 MECH �, 1045 HR HR HR HR Hfl HR MR HR HR HR NR HR HR HR HR — S'B ` ® '\ ' \ ` (0,-� RY - i 1CD 0 1 ® O -oil -0 _ -8 5-2 1 u \ \ 1-4a - - 0 _ � 1 0 A m TY I � I 3p�°• \\ 116 1 _.._..._ I ° ° ,= 1 + a� FEa I E [, 1 I C� m u u A 1-8 1 1041 1 1-8 G u s \ ra" \�` ~ 104 m 12'-2" ° 10'-8" ❑W m 112 �, - / ` rn a A I-4a tea,, 1 LAUNDRY/ Ln 9 C , S, �sr, LOUNGE qj 114 o ti 1 C 106 1 / '6 8,, VEST' 1 1041 \ , h•lo 1 _ C N I \ \ II�J o O q 9 I 1 as.4 1 vj' I ` L� 1._4 C 0 \ 1 e I - Fc)l 0�, 4444 4444 �. _� m _' Nt C C14 4'-0" 4'-3" 5'-6" 4'-0" 1 -6' 4'-3" 4' " 3'-4" 3'-5" `� I I - 3'-5" ' 4" 6'-0" 4'-10" S N o Z LW _ _ WSHEET TITLE: I' I II10 0 0 e 4 0 6 3 l 3 5-6 0 0 m FIRST FLOOR o p +d►Z 8-3 11 -m 8-9 6 -9 101-51, 10-8 6 -9 101-101, I BUILDING "A" — EAST BUILDING FIRST OA" 12'-4" 4'-9" -0' 23'-0" '-0' 4'-9" 12'-4" 28'-3" A2.1a SCALE : I/8" = 1'-0" r E+ DRAWN BY: SHEET: CD d- 206'-1 SDE/JTSKI tJ PROJECT#: Q 11.4 11.6 1403 A2. 1 a z KEY PLAN cn a a 7.11 .14 L S FIRE-RESISTIVE WALL TYPE SUMMARY M '. EXTERIOR WALL CONSTRUCTION LEGEND REFER OVERALL PLAN SHEETS (A2.1, A2.2, ETC)AND CONSTRUCTION M M EXTERIOR FREEZER tv ',.°`� SEE ALSO, DETAILS, SHEET A33a KEY NOTES ON A3 SHEETS FOR DETAILED WALL CONSTRUCTION r, 2x(o THERMAL BREAK REQUIREMENTS TYPICAL TYPE A OR C WALL,AS NOTED ON PLAN o M I VAPOR BARRIER TYPE A WALLS ARE PROTECTED BY I HR RATING ALL FRAMING IS 2x6 9 16"oc EXCEPT WHERE NOTED OTHERWISE ON u n . WEAR SLAB 1HR FB IHR FB STRUCTURAL PLAN AND WHERE 2x4 FRAMING IS SHOWN ON UNIT PLANS o C) kr) 0 ONE-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL lA4 SHEETS) V' {, BELOW t0 UNDERSIDE OF UNDERSIDE OF FLOOR/ROOF DECK nI , cq ABOVE,CONTINOUS THROUGH CONCEALED SPACES. I I A TYP I HR RACED BEARING WALL N � o � f' r ` SUPPORTING 2 HR FLR/CLG MC/ALF SEPARATION) M a GRADE �° , , _ 2HR FB 2HR FB TWO-NR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL A2 2HR RATED BEARING WALL - (TYP WHERE fr BELOW TO UNDERSIDE OF UNDERSIDE OF FLOOR/ROOF DECK ABOVE, CONTINUOUS THROUGH CONGEALED SPACES. B TYP 1 HR EXTERIOR BEARING WALL, - (TYP f `r 1HR 1HR 1HR 1PR 1 HR FIRE RATED EXTERIOR WALL CONDITION NOT TAGGED ON PLANS) - TYPE K, RATED FOR FIRE EXPOSURE FROM BOTH INTERIOR AND EXTERIOR 52 2 HR EXTERIOR BEARING WALL - (TYP WHERE 0 911 INSULATION SB sB sBUPPORTING 2HR FLR/GLG IP MG/ALF SEPARATION) SMOKE BARRIER - 1 HR RATED,CONSTRUCT SAME AS FIRE BARRIER C NON-BEARING WALLS (2x(o TYP, 2x4 •~ sP sP sP WHERE SHOWN ON A4 SHEET) % SMOKE PARTITION - NON-RATED A 2HR FW 2HR FW D I HR FIRE BARRIER, PER A33a DETAILS 0 TWO-HR FIRE WALL CONT.FROM GROUND FLR THROUGH CEILING t0 BOTTOM OF ROOF DECK E 2 HR RATED FIRE WALL PER A33a DETAILS F 2x PURR OUT lift WALK-IN FREEZER PIT DETAIL GENERAL NOTES: G 3 " METAL FRAMED FURROUt BEHIND KITCHEN HOOP •O 2 EXTERIOR LUALL I REFER FIRE LIFE SAFETY PLANS (AO.1-AO3)AND SHEET A33a FOR DTLS OF va SCALE: P 1'-0" M:/0 /03305 corn FREEZER Exr FIRE-RESISITIVE CONSTRUCTION J 2 HR FIRE BARRIER, PER A33a DETAILS 2 DIMENSIONS ARE TYPICALLY t0 FACE OF FRAMING (OR CENTERLINE OF DEMISING K 1 HR FIRE EXTERIOR BEARING WALL, RATED FROM BOTH NON-BEARING WALLS), EXCEPT WHERE NOTED AS "FIN" (FINISH)OR "CLR" (CLEAR), OR AS INTERIOR AND EXTERIOR, WITH TYPE X GYP SHEATHING FRAMED WALL OTHERWISE DETAILED. WINDOW OPENINGS ARE DIMENSIONED TO CENTER, DOORS ARE LOCATED TIGHT TO CORNERS (2 STUDS)UNLESS DIMENSIONED OTHERWISE ! _. C FLOOR PLAN KEY NOTES ! COOLER WALL ' ! " 1 JIMOI b"FURROUT (TYR FOR ELEC CONDUIT/PIPE RUNS TO FLR ABv OR BELOW) 3. REFER SOUND WALL SCHEDULE FOR ACOUSTICAL TREATMENTS AND STRUCTURAL U __ *~ U 4" O KITCHEN `'F ' FREEZER FOR SI-IEARWALL AND BEARING WALL LOCATIONS T 1 4 11 14 15 2 FURROUT .`l STORAGE II 2x6 THERMAL BREAK WALL/PARITTION NOTES: O 2"FURRouT(TYP COLUMN PILASTER I ALL BEARING WALLS,FLOOR, AND ROOF CONSTRUCTION ARE 1 HR FIRE-RESISTIVE A k VAPOR BARRIER CONTRUCTION, PER CONTRUCTION TYPE VA, EXCEPT AS NOTED OTHERWISE BELOW. 4 CABINET DOORS IN FACE FRAME,PER INTERIOR ELEvS ALL NON-BEARING PARTITIONS MAY BE UNRATED, EXCEPT AS NOTED OTHERWISE. '� _ A WEAR SLAB 2 ALL SUITE DEMISING WALLS AND RATED CORRIDOR WALLS ARE CONSTRUCTED AS I I I — — — — — — CORRIDOR HANDRAILS PER DTL IVA1.1 I 1 1-HR FIRE PARTITIONS. ____ __ __ ___ FURR-OUT AROUND FIREPLACE b-VENT(FIRESTOP FLOOR PENETRATION) ", INSULATION 3 SEPARATED MIXED OCCUPANCIES WITHIN THE SAME FIRE AREA, ARE SEPARATED 2HR FW 2HR FW 2HR F HR FW - �y EfIIL_ _ 2HR FW 2HR FW VERTICALLY BY FIRE BARRIER WALLS AND HORIZONTALLY BY FLOOR/CEILING E - - - - — - E PROVIDE 8" STUD WALL FOR PLUMBINCs - HORIZONTAL ASSEMBLIES. REFER LIFE SAFETY PLAN,FLOOR PLANS, AND RCP FOR I i ; C11 ; I I t` `` ='� RATINGS C I I I I I I m I Il'-6" lm'-011 4 d m 3 I (r 1 1 T I 1 i 4 A 2 HR FIRE WALL DIVIDES THE PROJECT INTO SEPARATE BUILDINGS TO COMPLY F _ 1 I I I I I I I 1 G I I i F I WALKERS a, 11-01 WITH ALLOWABLE HEIGHT AND AREA REQUIREMENTS INDICATED ON COVER SHEET a `� °'11 ' e D I 1027 1 1 11 II II 11 II I I � ,.� ,,• - _, I I I ,A `o AO.0. oPP. i STAIR "3 1034A 1 I i STOR XI 5 CORRIDOR WALLS IN 1-2 OCCUPANCY ARE SMOKE PARTITIONS PER IBC REQ TS, BUT _ _ I I 1 1 1 1021 2 2 2 ARE DESIGNED AS RATED FIRE PARTITIONS PER WAC REQ75 PER WA pOH REVIEW. 1 1 34 1034 1 I 1 r 6 A I HR RATED SMOKE BARRIER WALL DIVIDES EA STORY OF EA BLDG INTO TWO SMOKE COMPARTMENTS. H - - e _ 1 ELEVATOR MACHINE ROOMS ARE CONSTRUCTED 2 NR FIRE BARRIERS MATCHING - _11T' _-- 1'-3" 3'-1" 4'- " 3'-1011 - r -- --- -- -_--- - -- - -- 6 M U - - r 8 8° THEIR ELEVATOR SHAFT'S FIRE RESISTANCE. '� v --- O A52 _ _ 21 _ _ I _ _ _ - _ - H.r� 8 SHAFT WALLS, INCLUDING ALL ELEVATOR AND EXIT ENCLOSURES ARE CONSTRUCTED - _ q 1 7V „ G W ALK-I _ FREEZER PIT DETAIL OF 2HR FIRE BARRIERS WHEN CONNECTING 4 STORIES AND IHR FIR= BARRIERS WHEN 1 -2 5- 1-I 5oil SIDE WALL NON BEARING CONNECTING 3 OR LESS STORIES. � q dl C B A .4 a G _ Q 1 AL DININ }� _ 3 SCALE:: 1" = 1'-0" Mf/03C4NG/3058LA5/03303 corn FREEZER WAIL Z - I 0 N A WOMEN`n 02 1 c� ' r L II �I , 1031 II I I II I I_ 11 "` _ _ 1 21-0 ® 9- 0 - -0 26'-b" -0 1 6 _ I I N I 9'-011 e 1 FREEZER DOOR = — — e - - - NOTE: � I CONTINUE KITCHEN TILE FLOORING ch A I INTO WALK-IN COOLER AND J - - _ - - - I - - - A �Q FREEZER FOR LEVEL FLOOR THRESHOLD _ n C CAFE ® 2x6xDOOR PANEL WIDTH +1 0F 3R 1033 '3 4 , p A52 tr " I I C A5.4 A G 1ff I cv COOLER FREEZER BLOCKING TO ACCOMODATE _ _ q , 1 c 1 C'i `r�� HEATER CABLE ASSEMBLY A N _ 2'-11"C - EN 2x6 THERMAL BREAK � _ q I I 1 30 1 I 60"h SCREEN c•, �o 5 I _ _ VAPOR BARRIER 61 Q -1 A52 B e 17711 1. O - - - - - - - WALL _ - - - ' N r N rn 1 I _ 1_ II 1 11 1_ II _ 1_ O 1� J•5 20 WEAR SLAB - 1 1 1 - 3 3 10-10 12 0 1 - 1 — N I o I INSULATION - 5 A5G o 1 41 911 10 6 'n II q a52 I I I z MECH _ 4 0, A JAN 10 9 � - - - d - C m _ , cit = - L 1029 - L 0 d 6 Com ter 1 ,4..... 0 ELEC r % K _ - L - - SEE SHEET A3.0 FOR - - - - - -5II - I - X - - - - - - G 41 01111 II 14'-9" 2'-311 I 1'-t - _ C ( 1 �PORTE COCHERE PLAN C �" co C 0 I a�t�rt - cn I E X G I ! ( . --------------- ------------------------------ 1� F== ---------------------------------------------- -- _� - - I = - - 101 co - n � ...! i I ._ - ' ' -'� 1023E JAN _ _ is _ a � C I -� v� 0 n 018 ? 10-3 15 -2 -... _' I PRER -0 -6 I II , I 11 4__ .... 1 11 �i� t II 11 L , - , � U _ / - 1015 A ' 0 12 r ryi I t ;I 811 i I 1 i �$'� - 5-(0" i �t 1.611 COt?R CHI� ' i - r" - I I I I ; -' = WALK I FREEZER PIT DETAIL __ 1011 _ - I I I -�---_ -� - / I QN- ----- - _ 4 KITCH DOOR THRESHOLD _ CORR = I I (III I I I I LOBBY A5.1 r 3 CORR KITCHEN _ h SCALE: 1" = P-0" M:/03GONG/3038LAB/03305 Cohn FSR DooR i li i I 0 VEST 1002 A A52 1 3 '_611 81.111 —II 41 111 3-�" 1019 I 1020 7 \m� I 111 I I I A52 C LO U M - - - - - - - - e - _ 1001 e - - - _ e I I p - X B , 4 I ,� _ �_�_-�- I - DRY W - - - - - - ��1 _ .:�. i I I n - N n I _ -_— 1 ! LK-IN: ',24r�s' M IONS. 1 III CEPTIO C OFFICE 7F ! �'-•-COOLER ` "I = ' 1021 . REVISIONS: I I 0 B 0 / - - .- q.,:. --= - ^.� ADDM 0109-22-14 I III I 1F- IOLA- It. '1013 I - t I- .. WATER PR VATS N _ ! � 3 SERV -1---= ----- - — 1 e DINING = I _ x:., L LL_ L II 5-0 - C j tr I -�--- - - _1 1025 A1.1 \\ 0 13 -9" 8,-411 ' T__Y I III I _ I LOBBY I I STAIR '- \\ _ N N F I I i — N -- ----- \ 1012 X ! w N t E R 411 I i 'n I U I 111_011 i i j 0 U 0 C C I.-.......-. .._ l i 1 + , ,, - ' 1 11 ' I - OFFICE a �o� i - , _ . 5'-0" 141101, 6'-1" ' 1 -6 ( I I C e `-----------1 K, 1`EC C 1012 1 8 _ / - ,�f��� , ' .r +tl r1 E. zt`"� 1 _ D A52 L 0 , I !�'�—,�` I 1�(iy. P - - - - ---- - - - - - - P a? ( 1 61 $AF£ I - - - _ e ELEC f C6 q - --T--- -� \ �`,` — - SALAD BAR JAMES CLAR ON 100 >i I 9 II � 60"h SCREEN a 11'-3" 13'-011 Gq \ 16'-2" I-6' 4 [3--e4` '_8" WALL I PARLOR ` `\ 1 _ - - \ O $TOR - _ -------------------------- ------- - 6/30 1 1 SALEM, OREGON 0 q A6' 1004 b i� , . 1003A EXP. 12016 0 _ P.4 OF 4 D 8; , - 1 I m I PROJECT TITLE: � i 1 1 0 1 -J � � u A �-1�fAIL e _ _ --T-- A5.4 006 '-11" 1-011 1 � 26'-611 -0' 25'-6" o N CCI Ij 7:1R ' tun-n tun-e N _ \\ ti _ 10-08-1 a \\ c 2 }_� = O I1 PLANTER DIVIDER D 2 B i SEE E/A5.1 A5.1 cA �Q _ 20 = A53 GARDEN RM/ 1 � q WORKSHOP _ i _ A 1010 IL DINT _ b bA 10 1 i ROOM 4 r q A53 f i 1010 — }'- - — _ R.8 - ------------------- ------------ 2 Lo + �° o - - I 09 STAIR "2 3 i A 2 4 I '-' o �t I I i r WALKERS N 23'-3j" 3'_6" 3'_6'1 3'-2 ' n —>>: _ F-1 co a n «, ;I G I I I I I I I I I _ 6(d" H. WALKER ,^ g ; 1 1 1 1 1 1 1 =° ' SCREEN WALL I I O 0 0 U II I `� �' I 3 8S___ 8S 8S 8S 8S 2 2 2VNI T Q r1 �" I I_ 11 I I II I .ray z N J J u_ 0 1 2 8-2 1 -6 a Q — — x Cil Q 1 UIa E A q " a ---- 1 A ! rr 1tv t Q ......,, 7 1 rte ' 111.4 11.'S I 1 ''r 144.1 1 civ N SHEET TITLE: U o c" FIRST FLOOR FIRST FLOOR BUILDING "B'' M ,.C, BUILDING "B" DRAWN BY: E'' I SHEET: Ca A2.lb SCALE : 1/8" 1'-0" SDEATSKI ' w O > PROJECT N: NL c Q 1403 1 KEY b K Y PLAN DATE: to � a a 7.11.14 0 M 11 11.4 11.6 13 21 1.4 1.6 22 W � � 00 >~ c0 00 00 155'-2° o rn o 0 i II I II I II I �� i �� I �� I �� I II i II I II In 23-0 1-0 16 -9 12'- 33-0 12'-0" 17 -11 al-VI 16 -0 6-call -0 pq . 6'-I " 2'-1 " 5-10 " 5-1 " 2'-1 I' 3'-6" 3'-6" 6'-6" 10'-3" 10'-3" 12'-6" 10'-3" 10'-3" 1'-8" 4'-3" I I I I I - I 1 1 B I I I I I = I 1 a I 1 0 I M rl — j d' C C A C 1 W © S Z 60%LOW WALLS i� _ C = Irl N Z-Id G 1 W SERVING�� -I-- --- �/ FW- -n(/ - h A /- - --r---� 1 -6" I I 0 0 11 A &Ez;-1 X-I X_1 Z- 1 1088 A I I , *- 3 6 15 14 13 1 I C G D A53 $ I I I 1 3 I I 3 I I 3 II I I I co 2 2.7 2.9 3 5 1�,1 EC 1 � e I ------ ------ ------ ------ 1 111087 \�`b� 1 88 50—oil A.6 r aH nH aH nH tlH tlH nH tlH aH aH tlH aH nH tlH aH aH aH aH aH aH aH I I A.6 (/ - � Q = U I DINING I � -=1� � /�� I II i II I II I I ® /'/1C0 1 92 I I I " 11 0 "7 6 -0 31 -0 11-0 -0 - 1 Z-lc I I 1092 1 1 -0 8,-3 i 1086 i o 8-5 4-2 - 14'-011 1'-011 5'-011 18 i A10 A.8 - - - - - - - - - s - I - - I - - - - - A.8 1 1 1 1 1 ' ASA I ; I 0 _ -- ---- - -- O _ I I I 1 B - - - - - B 1 I O U 6 -6 12 -0 14, 14-0 12 -0 81-6 - St B r - TLT — C Oi I v I I I II I 11 I �� I II II 1 — I L - 1085 m ' 091 I Z-Ic I 19 1 0 ® 14 - U C VEST I _ 20 ® I A5.4 1084 -- --� I N -1 A-6e --- -� O A C -1 cn t° 1 149 C I I 1 - � 1 4 � I � _ = I MC S SCALE MC LOBBY 1083 I 1084 6' 3 MED 1090 1083 5 0 I o; "� ro 1090 CHARTS - U G II � 1089 NR R ✓�HR N I A 162'-311 C = 1 CART e0 1081 -------------------� A ------------------ 22'-8" CORK r 1 I 1 4 ® 1092a ® Z-1a - U r- _ _ _ X-ld = _ _ _ II i 1� I �� 1 �I — 41-011 11 1 -I -11 11 _ 22 I 21 4 6 -6 4 14'-4" 141-011 8-9 r- 4'-0" A5A 1081 ADMIN. - � II -' 1 II 1 u 1 11 1 11 - 1 II — I I I 1 13 15 _ I ACTIVITY 6, I A i'_ 1 I I I 0 I — 1019 08 O 1082 0 j A a = Q v - 4 10 ------ Q _ _ A53 `;� ' ® 1 1 I A148 r �� I 1 'T C 1 1 1 1 36`14 B.I. U ® = N 0 I I I G 1 1 1 1 NQ 2 SIDED STOR - ELEC - - - I- - - - A - - - - - - - - - C I I C I Q csl 1 cn - 5 B 8 1 - I I TV C 1068 SHWR A53 ------ ------ -- 1 °' U LIVING 1 `r °P Z-A3 a 1 1069 [Q % ``� I Qj _� I ROOM __J 1 A C 23 \SIA SD r= 2 ----J 1018 I U `Q ------ Z-Ibw A Z-lb q Z-lb 1 1 --- U C m a 1 I ® © cn 4'-0" A W 4'-011 U I A I I cn m- A U C �._ A5 4 A 3 8 I 1 1 I 0 1 CORK C I 1 I ------ ------ ------ W = `o - A-3a \ q u L... A A5.4 0 _ _ A-2 _. I p A 1100 ® ® I 146 °° ®` �� FEC 0 I U Z-A2 "` I 3 150 STAFF SD $ 1, - U 3 12 1 �n `� -6"- A'1.1 L 10 ❑� �� O A I m c MECH r - ® Al.l " ELEC \ 64 ' �` 1070 _ C ❑D A5.4 A ❑� ------- --------- ------------- C -- -i---- ------- --- LAUND 1 G tLt 1091 18A "� �� i ` ^� 3 LAUNp O - I1 1 1095 A5s4 TV ---- eI E14 allml 5��a MI r=I aft-t -------- ��� �, ��� - ; $ A�� �� ® ® ® Q 1073 10�i3 1015 i 1- e STAIR *1 - � - ' - - 3 a� - A STAIR "6 1099A I I I 1095 Q = 4 CI 2- C - - G 4 .a = I '11 075 U 1 0 I I 1011A U 1- U 1099 0 I c I CORK 093 1 A53 MED ROOM D GORR 1 F_ 0 1011 110116 0 0 10998 " i 1'-0° 1-6'3'-6" A53 D 16'-011 6" 2 D 1065 U � 1011 V-611 5-6 10-0 - 1-0 16 _ A5.4 1093 A F CHARTS 0 � I 11 1 1 11 1 1, C I I I 1 I I I I I I I � 1 1 1 a 4 � � ' ` 1 I I — i — — HR R HR HR HR R R — — — T — _ HR R HR HR — HR HR R R 1 — HR H — — i — — 1 — l — — _ C.6 -I-I--�-I-I-I I- - 0 e r r B In MECH BATHER I A STOR L; 11 w c 7 C SD LINEN 0666 e O O O N ,� a A5.4 1066 STOR `---- ---- ---------------- ------ 9 096 C 53 1094 C A5.4 JAN/ r A B -------- ---------------- ---------- - F, _ � 1098 I m I Ind �4 � � � W I MECN. � n � N C q 1014 A L._. 109 O I m �� r_r1012 _ — A I i ¢_ ® I LINEN t� A A-2 _ N i 1062 °r, m 1 = 1 - e ® 4 A ® i D O - - e m ® CORR - M 151 a d SOILED O 1016 11 7— A-3b ------ ------ ------ 0 - cn 141 C 6 1061 I I m C u A5.4 A m 1 A, I 1 � I I A U 1061A - 0 ❑� = 0 Z-lbw Z-Ib A Z-lb Z-A4b --- --- I --- 'A -------- I --- --- / --- _ A-3cr 1061 � I � I C REVISIONS: I Q I I B 1 I 133 I A5.4 STAFF 01 `r -- `� I = co ° 1061 to _ A QADDM *I 9-22-14 I 4 Q i ® 0 11 I A-4cr 1 I I I I I I I I 0 ® 1 0 N ® 152 II'-1" 1'-1" 1'-2" 1'-2" 5'-3" I-6' I'-9"� ® CORK ® 1 Q, 1'-,a II'-9" 5'-4" 4'-1" 14'-4" 14'-0" 8'-9" 1 -_ I I I O OI _ I A 1 22'-8" 14'-4" b'-9" 1060 62'-9" - X-A4a A A I C — - - 8 I _ I - � - _ ' w 43'-9° — C --- O C C — - ___ r --- 4 vol -- a Q 6� cp ® - 7 1 --- 4 1 --- 14 15 16 18 0 U I , I N N I - A - JAMES CLAR ON 6, A-FLU A-FLU 6, / 3 A-be Z-Abb 153 _ ____ ___ __ ___ __ z _ Z-Aba SALEM, OREGON r+ C M -- ------- -2HR FW 2HRFW 2HR HR FW' cON ENL_ 2HR FW 2H FW cn 10 N 6/3 I 0 A EXP. 0/2016 E - - - - — _ - E = ' - - - - 1 I - - - 11 - m m - I 11 I I � I I �' - 1 m OF 6' i i G 1 1 1 1 1 1 i 1 = ll'-6" 10'-01, �' a� 0 F -I - - - - -� F = io Al.l I '-0 I I I I I I I I �G 1 T ®• 1 i F 1027 1 WALKERS ap 1 1'-0' F � - - - 1 - - - F PROJECT TITLE: 0 I O 40 3-6 13'411 6 6 55 I -61 -61 1 1 0 _ _1 I OPP 1 I LE 1 " u n 1 n i i 1 I I "' ' STOR 11 1 i STAIR *3 1034A 1 1 i t i 1 1 1 II I II 1 11 - 1 1 1 1021 2 2 2 5'-0" 1'-0" 14'-0" 5'-0" N 1 5-0 14-0 11-0115-0 1 1 34 10-3 = ; 1 I = U' 1 1 -d r, I II � I 1 1 ' — 1 � � 0 6'-011 31'-0" 11'-0" '-0' H - - = 0 = -0' I1'-0" 31'-0" I -_-_- {-�- O 6 - I --- 1-311 3'-111 A1_ 11 3'-101, _1 2 � Q - --- -- - -- - -- - - -oil 21 1 -IV 2) 501-01, .b -oil1-1 6 �1 _2 = - *' 1 � C L="�t l +, . 26 4 1 1 15 21' 011 9 0 1 1-0 -0111, 261-6 M 1_pll G1-011 z�:� tsc�ti'1. 3 U - - �- - I --�-- - I e k - nH.8 JN u GENERAL NOTES: 0�9 11-1 1 REFER FIRE LIFE SAFETY PLANS (A0.1-A03)AND SHEET A33a FOR DTLS OF WALL TYPE SUMMARY FIRE-RESISITIVE CONSTRUCTION fO REFER OVERALL PLAN SHEETS (A2.1,A22, ETC)AND CONSTRUCTION :~ 2 DIMENSIONS ARE TYPICALLY t0 FACE OF FRAMING (OR CENTERLINE OF DEMISING KEY NOTES ON A3 SHEETS FOR DETAILED WALL CONSTRUCTION 1 ° WALLS),EXCEPT WHERE NOTED AS "FIN" (FINISH)OR "CLR" (CLEAR),OR AS FIRST FLOOR REQUIREMENTS r¢„ " OTHERWISE DETAILED. WINDOW OPENINGS ARE DIMENSIONED t0 CENTER,DOORS - Q -`� ALL FRAMING IS 2xb 9 16"oc EXCEPT WHERE NOTED OTHERWISE ON ARE LOCATED TIGHT t0 CORNERS l2 STUDS)UNLESS DIMENSIONED OTHERWISE BUILDING "C° FIRE-RESISTIVE 1 FLOOR PLAN KEY NOTES STRUCTURAL PLAN AND WHERE 2x4 FRAMING 15 SHOWN ON UNIT PLANS Q 3. REFER SOUND WALL SCHEDULE FOR ACOUSTICAL TREATMENTS AND STRUCTURAL A2.lc SCALE : 1/8" = 1'-0" I 6" FURROUT(TYP FOR ELEC CONDUIT/PIPE RUNS TO FLR ABV OR BELOUJ) (A4 SHEETS) , z FOR SHEARWALL AND BEARING WALL LOCATIONS CONSTRUCTION LEGEND A TYP 1 HR RACED BEARING WALL Q SEE ALSO,DETAILS, SHEET A33a O 4"FURROUT n I~ WALL/PARITTION NOTES: A2 2 HR RATED BEARING WALL - (TYP WHERE C C) v 1 ALL BEARING WALLS,FLOOR,AND ROOF CONSTRUCTION ARE I HR FIRE-RESISTIVE TYPICAL TYPE A OR C WALL, AS NOTED ON PLAN O3 2"FURROUT(TYP COLUMN PILASTER) SUPPORTING 2HR FLR/CLG g MC/ALF SEPARATION) - W a CONTRUCTION, PER CONTRUCTION TYPE VA, EXCEPT AS NOTED OTHERWISE BELOW. TYPE A WALLS ARE PROTECTED BY I HR RATING x ALL NON-BEARING PARTITIONS MAY BE UNRATED, EXCEPT AS NOTED OTHERWISE. O CARNET DOORS IN FACE FRAME,PER INTERIOR ELEVS B TYP I HR EXTERIOR BEARING WALL - (TYP 1 HR F8 1 HR F6 v� 2 ALL SUITE DEMISING WALLS AND RATED CORRIDOR WALLS ARE CONSTRUCTED AS ONE-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL CONDITION NOT TAGGED ON PLANS) 1-HR FIRE PARTITIONS. O CORRIDOR HANDRAILS PER DTL 19/ATI 3 � BELOW t0 UNDERSIDE OF UNDERSIDE OF FLOOR/ROOF DECK o 3 SEPARATED MIXED OCCUPANCIES WITHIN THE SAME FIRE AREA,ARE SEPARATED ABOVE,CONTINOUS THROUGH CONCEALED SPACES. O 2 HR EXTERIOR BEARING WALL - (TYP WHERE O o O VERTICALLY BY FIRE BARRIER WALLS AND HORIZONTALLY BY FLOOR/CEILING 6 FURR-OUT AROUND FIREPLACE b-VENT(FIRESTOP FLOOR PENETRATION) B2 O 2HR FB 2HR FB SUPPORTING 2 HR FLR/CLG tv MC/ALF SEPARATION) tn ,� o HORIZONTAL ASSEMBLIES. REFER LIFE SAFETY PLAN,FLOOR PLANS, AND RCP FOR TWO-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL O PROVIDE 8" STUD WALL FOR PLUMBING B N RATINGS BELOW TO UNDERSIDE OF UNDERSIDE OF FLOOR/ ROOF DECK g o 0 4 A 2 HR FIRE WALL DIVIDES THE PROJECT INTO SEPARATE BUILDINGS TO COMPLY ABOVE,CONTINUOUS THROUGH CONCEALED SPACES. C NON-BEARING WALLS (2x6 TYP, 2x4 SHEET TITLE: cq N WITH ALLOWABLE HEIGHT AND AREA REQUIREMENTS INDICATED ON COVER SHEET WHERE SHOWN ON A4 SHEET) U U AO.0. 1HR 1HR 1HR 1HR 0 I HR FIRE RATED EXTERIOR WALL - TYPE K, RATED FOR FIRE 0 5 CORRIDOR WALLS IN 1-2 OCCUPANCY ARE SMOKE PARTITIONS PER IBC REQ75,BUT D I HR FIRE BARRIER, PER A33a DETAILS00 FIRST FLOOR fD O 01 ARE DESIGNED AS RATED FIRE PARTITIONS PER WAC REQ'TS PER WA DOH REVIEW. EXPOSURE FROM BOTH INTERIOR AND EXTERIOR M 0 6 A I HR RATED SMOKE BARRIER WALL DIVIDES EA STORY OF EA BLDG INTO TWO E 2HR RATED FIRE WALL PER A33a DETAILS BUILDING C C) 0 SMOKE COMPARTMENTS. S sB se SMOKE BARRIER - 1 HR RATED,CONSTRUCT SAME AS F 2x FURR OUT q 1 ELEVATOR MACHINE ROOMS ARE CONSTRUCTED 2 HR FIRE BARRIERS MATCHING FIRE BARRIER nRawN BY: SHEET: SDE/JTSM Q THEIR ELEVATOR SHAFT'S FIRE RESISTANCE. sP sP sP G 3�" METAL FRAMED FURROUT BEHIND KITCHEN HOOD w — — SMOKE PARTITION - NON-RATED > 8 SHAFT WALLS, INCLUDING ALL ELEVATOR AND EXIT ENCLOSURES ARE CONSTRUCTED J 2 HR FIRE BARRIER, PER A33a DETAILS PROJE777 o < o OF 2HR FIRE BARRIERS WHEN CONNECTING 4 STORIES AND IHR FIRE BARRIERS WHEN 1403 A2 1 c IF U, W 2HR FW 2HR FW K I HR FIRE EXTERIOR BEARING WALL, RATED FROM BOTH KEY PLAN CONNECTING 3 OR LESS STORIES. m m I I I I I I TWO-HR FIRE WALL CONT.FROM GROUND FLR THROUGH CEILING TO BOTTOM OF ROOF DECK INTERIOR AND EXTERIOR, WITH TYPE X GYP SHEATHING DATE11: a a 7. .14 0 WALL TYPES: INTERIOR SiDE 5/8" 'TYPE-X'GYP.BD. XT.FINISH* A `\' MOISTURE BARRIER* t` :: RC -FURRING a 24 oc ,k �, � .y • UNIT SOUND WALLS;* OR �. 1 *(01117 A7 CRAWL SPACE) �"+ STRUCT PNL,PER STRUCT DWGS WD STRUCT PNL,PER STRUCT 5/8"GYP.BD. 11 11. 1.6 13 21 1. 1. 22 01� �+ M '^ 2x6 FRAMING a 16"oc "Coo �.... 2x6 FRAMING,PER STRUCT 'd BATT INSULATION ,_.,.1 (2x4 ALLOWED FRAMING =1 cn 00 VAPOR BARRIERTI PLANS) O O M < -21 BATT INSULAON 5/8" 'TYPE-X'GYP.BD. , WHERE SHOWN ON UNIT O v O I Zxb STUDS a 16" O.C. 5/8" 'TYPE-X'GYP.BD. O C) .. ,� 2 HR RATED CONSTRUCTION (NO EXTERIOR BEARING AND/OR SHEARWALLS: lGA FILE No. WP 4135) RATING REGIV WHERE POD • 10' FIRE PARTITIONS EXTERIOR WALL -4c�N 'm o OR GREATER) NON-LOAD BEARING WALLS � .� TYP CONSTRUCTION FOR STRUCTURAL BEARING AND TYPICAL CONSTRUCTION FOR THERMAL NO RATING REQUIREDw ------- - - w SHEAR WALLS.WHEN USED FOR RATED CORRIDOR AND MOISTURE ENVELOPE - REFER WALL /.� - - - - - - - - - - - H AND TENANT DEMISING WALLS,C NSTRUCT AS FiRE SECTIONS AND ELEVATIONS FOR SPECIFIC One layer 5/8" gyp.bd.applied PARTITIONS EXTENDING FIRE-RESISITVIE MEMBRANE FINISH CONSTRUCTION AND DETAILS parallel or a rt. angle& to ea. side of (GYP)TO BOTTOM OF HORIZONTAL ASSEMBLY ABY. I HR RATED CONSTRUCTION (from Inside studs 16" oc. w/ 6d coated nails, 1-1/811 2 2.72. 5 SEE ALSO SHEET A1J) only per 2009 IBC soot 1055) long,.0915" shank„ 1/4" heads,'i" or- I HR RATED - w/ iW CHANNEL ISG TABLE '1221.1(2)ITEM'i6-1.1 Joints staggered 16" oc.opp. sides. i (HR FILE NO. WP 3243) I I I riLl b4 2x wood etude a ib" oc.w/dbl.top plates,single A.6 _I _ _ i_ -_ _ _ _ L-_ _ _ _ _ _ _I _ _ _ _ �_ I _ w .5 btm. lata, int.side covered w/5/8 T e XT - A 42 2HR RATED CONSTRUCTION p yp �yp" X (GA FILE NO.WP 4135) bd, applled horiz.unblocked, s fastened w/2-/4" l2)LAYERS OF I" Typa S drywall screws,spaced 12" oz,Joints cov'd i ,,,;; DENS-GLASS _I _ _ - - - - - - - - - - - - - - - p - -- -- - - - --- - -- -- -w/tape s compd, fastener heads cov'd wt compd Exterior Side: cov'd w/3/8" wd. struct.panel (0515) 1 LAYER - %11 TYPE 1X GYP.BD.C ' I HR RACED - w/WD STRUCT PANEL applied vert,horiz joints blkd 1 fastened w/6d - common nails - 12" oz.(field), t 6" oz.(edges). ++ _ (GA FILE NO.WP 3605,EXPLANATORY NOTE 9 [ 2x6 STUDS a 16 oz. i I 1 *12-2009 GA FIRE RESIST.DESIGN MANUAL) **UNIT SOUND WALLS - ALL WALLS SEPARATING �. ~ ~ BATT INSULATION I i I I I LAYER - 5/8 - ( ..-=� �� lift TENANT SPACE FROM COMMON SPACES �- .<} ® ( I � TYPE 'X GYP.15D. O Resilient Ghon 24" oc.attached a rt anglas to 1 ,r 1 (2) TWO-HOUR FIRE WALL ONE SIDE of 2x6 wood etude 16" or 24' oz.wl �,,. BATT INSULATION 1 i ❑ �F11 11/4" Typa S drywall screws.One layer 5/8" type s-�.�a EXTENDS FROM GROUND FLOOR I I 'X' gyp. bd.or gyp veneer base applied at ,' ,_ i LAYER - 5/8" THRU TO UNDERSIDE OF ROOF right angles to channels with I" type S drywall > TYPE . DECKING. # t. *crows at 8" oc.w/vertical Joints located 2x STUDs + 'X' GYP.BD2HR RACED CONSTRUCTION (GA FILE NO.ASW 1002) i i i i midway between etude. End Joints backblockad i� a ib" O.C. w/ resilient channels. 3" mineral or glass fiber I insulation in stud space.Opposite Side: One (1) ONE-POUR FIRE BARRIER (2) layers 1"x24" proprietary type 'X' gypsum anal& Inserted ^ layer 5/8" type 'X' gyp.bd. or gyp.veneer between floor and ceiling runners w/ steel "H' stud between �j - - - - - - - - - - - _ - - - V base applied at parallel or at right angles to EXTENDS FROM GROUND FLOOR TO adjacent pairs of gypsum panels.A 3/4" minimum air space © d C I studs with 6d cement coated nails, 11411 long, BTM.OF ROOF SHEATHING must be maintained between *teal components and adjacent I I I I I L - - 1 0.&15" shank 15/16" heads,1" oz.Vertical oints framing.As an alternate to an air space,the steelLZJ staggered 24" on opposite sides. Sound 1 HR RATED O.WP 3 05) component& are covered w/ 6" wide battens of V2" type 'X' CnI 99 pp (GA FILE NO.WP 3605) Gum wall board or full sheets of 1/211 t e 'X' sum wall - Mb tested with etude 24 o.c. (STC■50). Also gyp a yp 9yp sound tasted with etude spaced 16" oc and board screw attached to the steel components. i WWI 1 1 s-s. � I � ti"+ with two la ere of 5/8" t o 'X' bd.on One layer 5/8" type 'X' gyp.bd. ''_ :IDV i ® © A m °0'"` g ks y yp 9yp ® ® ® :e the old* opposite the resilient channels applied parallel or a rt. angles to Base layer , I Cn (STC-53).LOAD BEARING aa.side of etude ib" or-w/bd 5/8" type 'X' gyp.bd.applied a rt.angles to ea.eida of RM orae DATA � I ocrn orae p.&c � coated nails, 1-1/811 long, ?1915" 2x6 wood etude 24" oc.w/bd coated nails, 1-1/8" long, 1 - soot 7°'s �0°' 0 1 D zee 50 t0 54 5TG J A � shank 1/4" heads,7 oz. oint& 1085" thank 1/4" heads,24" oc. �� �.4 - - erwnea _ - _ � - - - - - - i- - �l l - - C.4 staggered 16 oz.opp.side&. Face layer: ® come)= caw -RATED /����Q ��/+ /��� / 5/8" type 'X' gyp.b//��dj.applied/�0 rt angles to ea.side w/ Fi I I I i Q CONSTRUCTION 8d coated nails, 2-3/911 long, .100" shank 1/4" heade,8" oz. //\' _ _ _ _ MR NR MR MR _ YR MR YR MR _ MR MR - MR M MR MR i_ Aml III _ _ I (MAINTAIN FIRE RESISTIVE 2 LAYERS - 5/8" Joints staggered 24" ea. layer 4 side. _ MEMBRANE OF WALLS AND ��� s.' TYPE 'X' GYP.$D. '�" """� eros ¢ CEILINGS, WHERE i p ® ® 6:1 APPLICABLE) ~ '` BATT INSULATION INTERIOR SIDE 2x6 FRAMING a 16 110 max M.FINISH * € M?b 1 ® I i gab C� SEE DETAILS u�-IEFE 5HIC>l1JN ���,,,� 2 LAYERS - 5/8" f ! MOISTURE BAt�(ER* M� � `" M� 2-42-1 5/8" 'TYPE-X' GYP.BD. TYPE X GYP.BD. .l *(OMIT AT CRAWL SPACE) 1 ` WD STRUCT PNL,PER STRUCT 3" tiJ ; I 2xl,n STUDS 5/8" TYPE X EXT GYP SHEATHING _ m i Cj 2x6 FRAMING,PER STRUCT i i i i -3 FURR OUT/SOL WRAP I~ -.=� R-21 DATE INSULATION (2) TWO-HOUR FIRE BARRIER r� '� VAPOR BARRIER (Jf EXTENDS FROM GROUND FLOOR TO i -'' 5/8" 'TYPE-X' GYP.BD. I I ® 0 �.,,.... , caw 15711.012 ROOF SHEATHING EXTERIOR WALL 1 14 15 16 18 Z HR RATED CONSTRUCTION 5/8" 'TYPE-X' GYP.BD. (GA FILE NO.WP 4135) TYPICAL CONSTRUCTION FOR THERMAL MTL.STUDS :: 1 AND MOISTURE ENVELOPE - RI=FER WALL i 1 _ I Baeo layer 5/8 type X gyp.bd SECTIONS AND ELEVATIONS FOR SPECIFIC RATED WALL,PER PLAN applied art. angles to ea.Bide of FINISH CONSTRUCTION AND DETAILS i I -" etude 24" oc. w/6d coated nails, A-1 A-1 - 1--1/8' Ion 1085" shank 1/4" heads, 1 HR RATED CONSTRUCTION (from BMW _ 24" o c. l=ace layer 5/8" t pe 'X' aides per 2009 i5C sect '1055) i ® i i R FW 2HR 2HR FW 2 FW 1 i i ga bd.w/Spdpcoated malls,2-3/8"* rt angles to ed 2x wood et15uda1a�6�ocBw/db111to latex,single le I _ I I - . . - i E e T- - - -I I.. WALL FURRING-� a GREASE HOOD long. •100" shank 1/4" heeds, 8" oc. btm. plate, int, side covered w/ 5/8� plates, 'X' yp. i -I - I - - (IN THE COMMERCIAL KITCHEN) side staggered 24" ea. layer 1 Ind, applied horiz, unblocked, 4 fastened w/2-1/4" I I I I I I I ease Typo S drywall screws,spaced 12 oz,joint& coed ® - I NON-COMBUSTIBLE CONSTRUCTION w/ tape t compd, fastener heads cov'd w/compd FACING COMBUSTIBLE RATED WALL Exterior Side: cov'd w/ 3/8" wd. *truct. panel (OSB) MR applied vert,horiz.Joints btkd 4 fastened w/6d --- sen - n 11 m2 1 l � common nails - 12 oc.!field), t 6 oz. (edges). res+ QENERAL WALL TYPE NOTES: 9 I I o "°' ' - FE ALSO TO SHEET A33a FOR SPECIFIC CONSTRUCTION DETAILS ij i REFER E R I - _ _ _ _ 2 2.7 2. 5 ( f- ,� 21 1. 1.5 22 RELATED TO FIRE-RESISTIVE WALLS USED AS FIRE PARTITIONS, FiRE H-� j BARRIERS, AND FIRE WALLS, SMOKE BARRIERS AND SMOKE PARTITIONS WALL TYPES ARE TYPICALLY NOTED ON PLANS (EXCEPT EXTERIOR III I 1 ( 20 WALLS, SEE NOTE 2). WHERE A WALL TYPE iS NOT INDICATED, REFER TO i I I i KOM THE FOLLOWING CONDITIONS: - - 4 6 I Ili 1a - - 1. ALL BEARING WALLS, TENANT DEMISING WALLS, AND TENANT/CORRIDOR WALLS ARE TYPE A UNLESS NOTED OTHERWISE. y- ... n rmwoie�are n 2. ALL EXTERIOR WALLS ARE TYPE B UNLESS NOTED OTHERWISE. WALL K TYPE CONSTRUCTION SHOWN 18 GENERIC ONLY - REFER WALL SECTIONS I I I ' Now,"&" AND ELEVATIONS FOR EXTERIOR FINISH MATERIALS AND SPECIFIC L - - - - I CONSTRUCTION RELATED TO THESE FINISHES. 1 I I I m r� 3. ALL NON-BEARING PARTITIONS ARE TYPE C UNLESS NOTED OTHERWISE. 4. ALL SHAFT WALLS, EXiT ENCLOSURES, INCIDENTAL USE SEPARATIONS, IYi I - - - - - - I - - - - ELEV. SHAFT AND EQUIP ROOM WALLS ARE EITHER'TYPE D OR J PER FiRE RATING NOTED ON PLAN. I �- 1 - - i 5. ALL FIRE WALLS NOTED ON PLAN ARE TYPE E. - i I N I II I Co. CONSTRUCT OTHER PARTITIONS NOT SPECIFICALLY DESCRIBED HERE AS TYPE A P REVISIONS: `i. USE MOLD t MOISTURE-RESISTANT CORE GYP BD ON ALL WALLS AND CEILINGS WITHIN 4' OF SHOWER FIXTURE (INCLUDING BEHIND PRE-FAS 4 - SHOWER UMTS, BUT USE CEMENT OR FiBER CEMENT TILE BACKER BOARD BEHIND ALL TILED 'WET' WALLS (TILED SHOWERS)). NOTE USE ON CEILING I I I I ' i P•4 I REQUIRES 16"oc max FRAMING. USE MOLD 4 MOISTURE-RESISTANT CORE I i A GYP BD ON ALL WALLS WITHIN 4' OF ANY URINAL FIXTURES nooK I i G ACTI SOUNDWALL SCHEDULE: ® - - - - - R.1 I - - FROViDE 3 " min SOUND INSUL 5ATTS AND RESILIENT CHANNELS AT THE i i I aRliTO i . . FOLLOWING WALL AND FLOOR/CE ILING.LDGATIONS. RESILIENT CHANNELS ARE ,Ili GR AM LF L" O X eaoW ADDITION TO ANY SHEAR PLYWOOD PANELS SCHEDULED PER STRUCTURAL ® - - - - - - - R DRAWINGS: _ I i R. Ll 1. ALL TENANT/(UNIT) DEMISING WALLS, SHARED WALLS w/ COMMON SPACES, SHARED CORRIDOR WALLS, AND HORIZONTAL FLOOR/CEiLiNG JAMES CZAR ON ASSEMBLIES I ( I -� j 2. CORE/COMMON AREA BATHROOMS _ _ I _ I I _ _ T / 3. THEATER WALLS SHARED WITH ALL OCCUPIED SPACES (SEE ALSO T as ss i INTERIOR ELEVS. FOR SPEAKER ISOLATION) 4. iN ADDITION, PROVIDE SPECIAL SOUNOWALLS w/ ACOUSTICAL GYP BD SALEM, OREGON AT ELEV MACHINE ROOM WALLS SHARED w/ OCCUPIED SPACES - SEE - WALL TYPE A 1 ' ,{. X.6 OF O 14 17 19 � '� ® /' �'� ® PROJECT TITLE: PROTECTION FOR ALL BEAMS - v THAT SUPPORT MORE THAN + - N TWO FLOORS OR MORE THAN i,n -d ONE FLOOR AND A ROOF - - - - CM STEEL PLATE STEEL PLATE i - tJl HANGER JI HANGER 18 GAGE WIRE 15" O:G. 1 1 1/2" GYP.BD. TJI TJi f�. ; -;ter,; , t ® i r ® ,,, CO �' � ® F• STEEL BEAM STEEL BEAM STRUCT. STL. O UMN C� I LLris b (LUBE OR FL 4GE) _, • • , y \ F, ll)TYP. ONE COLUMN WRAP I �~ U iBC TABLE 720. 1 (1 ) #1 -7. 1 U.4 - - - - I - - .R o - / V(2)LAYERS GYP.BD. Two layers of 1/211 gyp.bd. adhesively R e. • N CONDITION 1 CONDITION 2 ,-�- secured to column t successive lagers MR RR MR RR MR MA RR MR I � + GA FILE NO. BM 1137 PROPRIETARY I HOUR FIRE corner edges of ea. layer staggered. �,6 - - - - _ _ - - va- - o yp.bd. layer below outer layer secured �~ I I ® n Qc STEEL FRAME,GYPSUM WALLBOARD o column w/doubled .04911 lib gage) � a,. 2 Base layer 1/2' proprietary type 'x' gypsum wallboard applied to beam cage with I" etl,wire ties a 15" oc _r r 'I i 0 ,, .' 0 �' E--a 12 I f D D r� a type s-12 drywall scree oc Face ager I/2 propria ary type x gypsum wallboard Exposed corners taped ; treated. g . . t . . a C-�; V cl~ o Applied to beam cage with i-5/8" type a-12 drgwall screws 2" oc. oints offset from Base layer,joints. t - ® i i ® - a. Beam cage fabricated from no.24 gage 7/8"A-3/8" steel angles screw attached to steel ® ,,. ti,: � 9 U Joinsts at beam top flangqe and no.23 gage 2-1/211 steel runners hooked over beam � ® ( 0 k O ,� Lower flange and auppoRing 1-5/8" steel studs 24" oc.Minimum beam size w&15. N lone hour unrestrained beam.) q M PROPRIETARY GYPSUM BOARD �� I a V+ o A AMERICAN GYPSUM COMPANY - 1/2 FIREBLOCK TYPE C `, _ _ _ _ _ _ _ , N H w BPB AMERICA INC. - 1/2" PROROC TYPE C GYPSUM PANELS �^ y t U H G-P GYPSUM - 1/2" TOUGHROCK FIREGUARD C F-, - O LAFARGE NORTH AMERICA INC. _ 1/2" FiRECHECK TYPE C I - w r` 04 c>~ NATIONAL GYPSUM COMPANY 1/2" GOLD BOND BRAND FIRE-SHIELD C _ _ ,/�, � ry GYPSUM WALLBOARD 1 W - ! I - Y Y > x PABCO GYPSUM - 1/2" FLAME CURB SUPER 'C' Q" a TEMPLE-INLAND FOREST PRODUCTS CORPORATION - 1/2" TG-C v� oo w UNITED STATES GYPSUM COMPANY - 1/2" SHEETROCK BRAND GYPSUM � o CV PANELS,FiRECODE C CORE N Q O O B v, M N ' ' Q 1 11. 1.6 i SECOND FLOOR PLAN SHEET TITLE: A2s scALE : 1" . 20'-0" OVERALL SECOND FLOOR o o SHEET: �1 SDE/JTSKI DRAWN BY: Q A PROJECT 1403 a KEY PLAN DATE:Ch ' 7.11.14 12 ! 0 121'_9" FIRE-RESISTIVE WALL TYPE SUMMARY M °E�LLANEsE� ETC) � s�RUCt1ONCONSTR�CTOHLEGENDIIEEKEY ON 1oR DETAILED CONSTRUCTION 121_6" 13'_m 23'_9° I M TYPICAL TYPE A OR C WALL,AS NOTED ON PLAN REQUIREMENTS o M 00 4'-3" 6'-0" '-5" 10'-1" 6'-6" 6'-6" 5'-6" 5'-6" 1'-@" 9'-9" �'_@" 1 TYPE A WALLS ARE PROTECTED BY I HR RATING ALL FRAMING IS 2x6 a 16"oe EXCEPT WHERE NOTED OTHERWISE ON 11HRFB STRUCTURAL PLAN AND WHERE 2x4 FRAMING IS SHOWN ON UNIT PLANS O o 0 • I I I I I HRFB ONE-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL (A4 SHEETS) . BELOW TO UNDERSIDE OF UNDERSIDE OF FLOORIROOF DECK W) q 13 I 13 13 ABOVE,CONTINOUS THROUGH CONCEALED SPACES. A TYP 1 HR RACED BEARING WALL N�10 _ - U — — — — — — — -.............................. 2HR FB 2HR FB A2 2 HR RATED BEARING WALL - (TYP WHERE _I I ;4 = RR -�— TWO-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL SUPPORTING 2 HR FLR/CLG • MC/ALF SEPARATION) BELOW t0 UNDERSIDE OF UNDERSIDE OF FLOOR/ROOF DECK an 15 - I ABOVE,CONTINUOUS THROUGH CONCEALED,SPACES. B TYP I HR EXTERIOR BEARING WALL - (TYP 1HR ±�+ +HR 1HR CONDLoi IT(�d NO1 TAGGED ON PLANS( I HR FIRE RATED EXTERIOR WALL - TYPE K RATED FOR FIRE EXPOSURE FROM BOTH INTERIOR AND EXTERIOR B2 2 HR EXTERIOR BEARING WALL - (TYP WHERE A SUPPORTING 2 HR FLR/CLG s MC/ALF SEPARATION) ,- CONSTRUCT SAME AS e C B ; SMOKE BARRIER - I HR RATED, w n ------ 1-5a u I era FIRE BARRIER C NON-BEARING WALLS (2x(o TYP, 2x4 sP sp sP WHERE SHOWN ON A4 SHEET) °••° I i 201 I SMOKE PARTITION - NON-RATED 4 2HR FW 2HR FW D I HR FIRE BARRIER, PER A33a DETAILS 0 2@9 u U = pp I T' ■ ■ ■ ■ ■ ■ ■ ■ ■ TWO-HR FIRE WALL CONT.FROM GROUND FLR. THROUGH RR I CEILING t0 BOTTOM OF ROOF DECK E 2HR RACED FIRE WALL PER A33a DETAILS t I I ! I F 2x PURR OUT 1 -- GENERAL NOTES: - __ _ i G 3 " METAL FRAMED FURROUT BEHIND KITCHEN HOOD (p �,: I' 1 REFER FIRE LIFE SAFETY PLANS (A0.1-A03)AND SHEET A33a FOR DTLS OF "' I � FIRE-RESISITIVE CONSTRUCTION J 2HR FIRE BARRIER PER A33a DETAILS -I $TOR r..- 2 DIMENSIONS ARE TYPICALLY TO FACE OF FRAMING (OR CENTERLINE OF DEMISING K 1 HR FIRE EXTERIOR BEARING WALL,RATED FROM BOTH WALLS),EXCEPT WHERE NOTED AS "FIN" (FINISH)OR 'I (CLEAR),OR AS INTERIOR AND EXTERIOR,WITH TYPE X GYP SHEATHING - - - - - _ - 2 - ___„�s��:������u „�„` ._a , - � OTHERWISE DETAILED.WINDOW OPENINGS ARE DIMENSIONED t0 CENTER, DOORS U.4 I ARE LOCATED TIGHT TO CORNERS (2 STUDS)UNLESS DIMENSIONED OTHERWISE FLOOR PLAN KEY NOTES 0 5'-6” 5'-6” CORK Q 6"FURROUT (TYP FOR ELEC CONDUIT/PIPE RUN$TO FLR ABV OR BELOW) � n 0 I _.__.....__., 3. REFER SOUND WALL SCHEDULE FOR ACOUSTICAL TREATMENTS AND STRUCTURAL s 61 I L 20 a2 FOR SHEARWALL AND BEARING WALL LOCATIONS 4" C FURROUT - -------- - -- Hfl HR XR HR HR - xR -HR MR_ WALL/PARITTION NOTES: O3 Z"FURROUT(TYP COLUMN PILASTER) - i -- 1 ALL BEARING WALLS,FLOOR, AND ROOF CONSTRUCTION ARE I HR FIRE-RESISTIVE -.---Q - -- "! - - CONTRUCTION,PER CONTRUCTION TYPE VA, EXCEPT AS NOTED OTHERWISE BELOW. O CABINET DOORS IN FACE FRAME,PER INTERIOR ELEvS ALL NON-BEARING PARTITIONS MAY BE UNRATED,EXCEPT AS NOTED OTHERWISE. 5 CORRIDOR HANDRAILS PER DTL 19tA1a _' 2 ALL SUITE DEMISING WALLS AND RATED CORRIDOR WALLS ARE CONSTRUCTED AS _ 1-HR FIRE PARTITIONS. 6 PURR-OUT AROUND FIREPLACE b-VENT(FIRESTOP FLOOR PENETRATION) __� -in I (3 ® I I 3 SEPARATED MIXED OCCUPANCIES WITHIN THE SAME FIRE AREA, ARE SEPARATED VERTICALLY BY FIRE BARRIER WALLS AND HORIZONTALLY BY FLOOR/CEILING 1 PRovIDE a" STUD WALL FOR PLUMBING - .._r - HORIZONTAL ASSEMBLIES.REFER LIFE SAFETY PLAN,FLOOR PLANS,AND RCP FOR - p iw_ I _._...._..._. n ,_ -�._._j RATINGS u 4 A 2 HR FIRE WALL DIVIDES THE PROJECT INTO SEPARATE BUILDINGS TO COMPLY -- �- j WITH ALLOWABLE HEIGHT AND AREA REQUIREMENTS INDICATED ON COVER SHEET I-6e u II 210 I II i AI 5 CORRIDOR WALLS IN 1-2 OCCUPANCY ARE SMOKE PARTITIONS PER IBC REQ'TS,BUT I I ARE DESIGNED AS RATED FIRE PARTITIONS PER WAC REQ'TS PER WA DOH REVIEW. NCI i 1-3b 6 A I HR RATED SMOKE BARRIER WALL DIVIDES EA STORY OF EA BLDG INTO TWO 2@8 j SMOKE COMPARTMENTS. 1 ELEVATOR MACHINE ROOMS ARE CONSTRUCTED 2 HR FIRE BARRIERS MATCHING THEIR ELEVATOR SHAFT'S FIRE RESISTANCE. 15 3 ; n i 13 S SHAFT WALLS, INCLUDING ALL ELEVATOR AND EXIT ENCLOSURES ARE CONSTRUCTED .......:e:�-_._v rOF 2HR FIRE BARRIERS WHEN CONNECTING 4 STORIES AND IHR FIRE BARRIERS WHEN I I I 1 CONNECTING 3 OR LESS STORIES. ' • an I ;Q i 9 9 - • V - � - - - I - - - - - - - - � , I j 13 I 1:�,. i! 13 `-- ---- --- ---- -' I 23 I I I I 4'-3° b'-0" '-5" 1@'-I" 6'-6" 6'-b° 3'-9" 3'-b° 3'-9" 1'-m" 1'-0" 5'-6" 5'-6" a 3 12'-6" 13'-0" 11'-0" 14'-0" ll'-0" X SECOND FLOOR BUILDING 'A• - WEST r I / A2Za L20€D 20Oa�i I' ` ' SCALE : 1/8" - 1 -011 ! -- I I a \ WINDOW SIZES -, ---- E I I E , ,% A1.1 C € I I a 6. T T MH 61 - \\' a /' . 8s Z 1 A = :2 ''e X.4 7 �, 14 1 �; ; U 1 14 17 1901-1 r �m 1 © a l^i _ 17 r•' 221 e • i M 1-4 Z � " _ �" 219 � � .. '� " 3`' REVISIONS: Fal a �© ® QADDM MI S-22-14 13'-3" Il'-0.. 9i_3n 5'-3" 5'-3" 6'lu 6'-ion 5'-6" 5'-6" 4'-9" 4'-6" ------ Q B 13 I ' I `n CORK " \2'•°�" © , �' \ �: Q p, _ 2040 �'� ti \3 13 a I 13 JAMES CLLR ON A 6'-@" I I-lei ©b = I a� 205 203 ©b `I' f-8a " 6'-8" 11'-5" "" CORK h�� t �� I-6e2 �/ SALEM, Of�EG(}N STOR •° W 213 I-la 1 2050rill 320 v' \ EXP.613012@lb I6 I u i� � �` 2041 y r 1 215 d,p t�, 'A a© OI,�, c� IT cf) � s ° ° I t I � I �` ° .� \ PROJECT TITLE: cV I I T v, Z 1 6l 1 © © 1 1 .•'•• ELEV 42 't.1 1 r mak^ \'\ 1 \ I C) CIS 2042 ao IAI - - - - \ 1-3b hl 4'-6" 11_611 l,_ II : •�-6e a ELEC + ax ax ax � 214, Q CORK 05 Q , ° 2042 MECH STORco ^ ' \ ,- , 2 ' 2045 y� M a 2049 y� ` 6�.Fi" RR HR HR MR HR HR MR HR HR HR HR HR HR NR HR Mi HR HR `' LAtl. sC7" (D X.dp I u I-4a \ "� 3 U ° A 1 \ ° 216 N >✓ :: y .y t a L— a u A 2@4 11f d € , � m 212 u ,/-� a, 1 3.6 H ti I-4a 3 � 15: 9 s. ° ` 214 �� ��.m" \�'m" p O �� I 206 13 / `6a '8y I I • I - � �� vj'Vl 13 \3 ` c 10 14-'= 0 o A 0 I I ® ,N \� I. = 13 \ `, ,-3" \.to '.N" C E- r° 04 a a - I `4 00 3 Z _ a N O O Q\ a til K1 sa (O ' ` 3p�.\�y B ry '-6" 4'-0" 14'-3" 5'-6" 14'-0" 1-6' 4'-3" 14' ' 3'-4" 3'-5" -' 0 �t 3'-7"A-34411 , 6'-0" 4'-I0" .1" 1 �.3" V V ` W _ _ 13 I _ I _ 13 _ _ _ \ a N N _ _-- I I --__-- g` SHEET TITLE: _ SECOND FLOOR a ° �' 8'-3" 11'-0" S'-9" 6'-9" I0'-8" A 10'_8" 6'-9" lm'-I0" 00 ° BUILDING "A" - EAST SECOND FLOOR vs o 0 1 1= 12'-4" 4'-9" '-m 23'-0" '-0 4'-9" 12'-4° 28'-3° SCALE : 1/8" • 1'-@" BUILDING "A" A ``D , DRAWN BY: SHEET: 0 20�,�-1" SDE/1TSKI Q PROJECT#: 1 A 11'4 11's KEY PLAN 1403 A2.2a F6 7.11.14 DATE: O FIRE—RESISTIVE WALL TYPE SUMMARY M CONSTRUCTION LEGEND REFER OVERALL PLAN SHEETS (A2.1,A22,ETC)AND CONSTRUCTION M M SEE ALSO, DETAILS,SHEET A33a KEY NOTES ON A3 SHEETS FOR DETAILED WALL CONSTRUCTION cn CISr� REQUIREMENTS .d � � 00 TYPICAL TYPE A OR C WALL,AS NOTED ON PLAN ALL FRAMING IS 2xb * 16 ac EXCEPT WHERE NOTED OTHERWISE ON P4 0 M 00 0 -,W TYPE A WALLS ARE PROTECTED BY I HR RATING ii 1HR F13 1HRFB STRUCTURAL PLAN AND WHERE 2x4 FRAMING IS SHOWN ON UNIT PLANS U rr7 °o O o O ONE-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING A5SEM5L (A4 SHEETS) BELOW TO UNDERSIDE OF UNDERSIDE OF ABOVE, ONTIINOUS THROUGH CONGEALED SPACES.FLOOR/ROOF DECK 0 A TYP I HR RACED BEARING WALL � '' ' � cv °,�' o 2 HR RATED M a w 2HR FB 2HR FB BEARING TWO-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL A2 SUPPORTING HR FLR/CLG a MC/ALFF SEPARATION) 'I BELOW TO UNDERSIDE OF UNDERSIDE OF FLOOR/ROOF DECK ABOVE,CONTINUOUS THROUGH CONCEALED SPACES. B TYP I HR EXTERIOR 15ER NG WA A I a LL - (TYP 1HR 1HR IHR 1 ±R I HR FIRE RATED EXTERIOR WALL - TYPE K, RATED FOR FIRE CONDITION NOT TAGGED ON PLANS) EXPOSURE FROM 507H INTERIOR AND EXTERIOR 2 HR EXTERIOR BEARING WALL - (TYP WHERE B2 SUPPORTING 2 HR FLR/CLG i MC/ALF SEPARATION) B 8 B B SMOKE BARRIER - 1 HR RATED,CONSTRUCT SAME AS SID sP sP EmmSMOKE PARTITION - NON-RATED FIRE BARRIER C NON-BEARING WALLS (2x6 TYP, 2x4 Oy WHERE SHOWN ON A4 SHEET) 2HR FW 2HR FW D I HR FIRE BARRIER, PER A33a DETAILS 0 ■ ■ ■ ■ ■ ■ ■ ■ ■ TWO-HR FIRE WALL CONT.FROM GROUND FLR.THROUGH CEILING t0 BOTTOM OF ROOF DECK E 2 HR RATED FIRE WALL PER A33a DETAILS F 2x PURR OUT GENERAL NOTES: G 3�" METAL FRAMED FURROUT BEHIND KITCHEN HOOD 'O 1 REFER FIRE LIFE SAFETY PLANS (A0.1-A03)AND SHEET A33a FOR DTL5 OF FIRE-RESISITIVE CONSTRUCTION J 2 HR FIRE BARRIER, PER A33a DETAILS � 2 DIMENSIONS ARE TYPICALLY t0 FACE OF FRAMING (OR CENTERLINE OF DEMISING K 1 HR FIRE EXTERIOR BEARING WALL, RATED FROM BOTH Cyt1� WALLS),EXCEPT WHERE NOTED AS "FIN" (FINISH)OR "CLR" (CLEAR),OR AS INTERIOR AND EXTERIOR, WITH TYPE X GYP SHEATHING OTHERWISE DETAILED. WINDOW OPENINGS ARE DIMENSIONED TO CENTER DOORS �,_, _.....____,_n -._.-___... ARE LOCATED TIGHT TO COMERS (2 STUDS)UNLESS DIMENSIONED OTHERWISE `F` 11 i' - "' " -"` FLOOR PLAN KEY NOTES 'yet_ 3. REFER SOUND WALL SCHEDULE FOR ACOUSTICAL TREATMENTS AND STRUCTURAL U �'- -' U 6"FURROUT (TYP FOR ELEC CONDUiT/PIPE RUNS t0 FLR ABV OR BELOW) O FOR SHEARWALL AND BEARING WALL LOCATIONS 7 1 4 1 14 15 4"FURROUT WALL/PARi7tiCN NOTES: ♦ O 2"FURROUT l't7P GOLt�"M PILASTER) 1 ALL BEARING WALLS,FLOOR,AND ROOF CONSTRUCTION ARE i HR FiRE-RESISTIVE ) CONTRUCTION,PER CONTWCTiON TYPE VA,EXCEPT AS NOTED OTHERWISE BELOW. ,� f.,., A.rw A-1fu Q CABINET DOORS IN FACE FRAME,PER INTERIOR ELEVS ALL NON-BEARING PARTITIONS MAY BE UNRATED,EXCEPT A5 NOTED OTHERWISE. '� e;;��;; .I!r f- A A ------- ., w i -+�'1-+ �------■ — �— — � — w E � - — � �- — 5 CORRIDOR HANDRAILS PER DTL 19/A'i.l 2 ALL SUITE DEMISING WALLS AND RATED CORRIDOR WALLS ARE CONSTRUCTED AS I I ! I y _ M O 1-HR FIRE PARTITIONS. ---- 3 SEPARATED MIXED OCCUPANCIES WITHIN THE SAME FIRE AREA ARE SEPARATED - - ( - HR 2HR FW -HR F HR FW - 0 ]a- 2HR FW 2HR FW I O FURR-OUT AROUND FIREPLACE b-VENT(FIRESTOP FLOOR PENETRATION) VERTICALLY BY FIRE BARRIER WALLS AND HORIZONTALLY BY FLOOR/CEiLiNG E - - E I O PROVIpE 8"Sn�WALL FOR PLUMBINs HORIZONTAL ASSEMBLIES.REFER LIFE SAFETY FLAN,FLOOR PLANS,AND RCP FOR RATINGS v/STOR ! Sr OR 4 A 2 HR FiRE WALL DIVIDES THE PROJECT INTO SEPARATE BUILDINGS TO COMPLY WITH ALLOWABLE HEIGHT AND AREA REQUIREMENTS INDICATED ON COVER SHEET is i i , 5ELE "i AO.O. 5 CORRIDOR WALLS iN 1-2 OCCUPANCY ARE SMOKE PARTITIONS PER i5C REQ'75,BUT STAIR�'3 2015 i i 13181111 ARE DESIGNED AS RATED FiRE PARTITIONS PER WAC REQ'T5 PER WA D0H REVIEW _ - - - a 2@18 , 6 A i HR RATED SMOKE BARRIER WALL DiViDES EA STORY OF EA BLDG INTO TWO Y .tt - � , MH � � � i i L L G SMOKE COMPARTMENTS. H t ! 1 ELEVATOR MACHINE ROOMS ARE CONSTRUCTED 2 HR FIRE BARRIERS MATCHING L THEiR ELEVATOR SHAFT'S FiRE RESISTANCE. _� ---------------- --- ----- -- - - - - - --I - - - - u 8 SHAFT WALLS, INCLUDING ALL ELEVATOR AND EXiT ENCLOSURES ARE CONSTRUCTED ' i 6 `r �ti e A 1.1 H• OF 2HR FIRE BARRIERS WHEN CONNECTING 4 STORIES AND iHR FiRE BARRIERS WHEN _ THEATER CONNECTING 3 OR LESS STORIES. - I c �✓- _ 2@09 R ' 2011 SALON -®" U � t- I A /MIN I (V c, I J 5 V 4n A5.2 - I WINDOW SIZES V � FITNESS 0 IQ � nn 2015 04 g ,0„ 3 Cl* 3 - - ' - - - - L J.5 GO ASA U M I ! I ! n I I I A5.3 I = 1 I I I 3-0 = c^ 6) 3 I n U 1.V MIRROR 4 BAR e K — - - — — — — — — — — — — -- — — — — :fl _ 13'-1" m _ I SPRINKLER RISER ' r HOSPITALITY L E - - - - - - ru , a'L � _ L �a _ I I cn I ! I = 3 LEC-LV = MECH ' 2008 r -- -- - r- I I I - � I I = I � I = _� o . 7v M REVISIONS: M —,—, — — — — — — — — — — — — — — — — — — — — — — — — — — M AADDM M 9-22-14 I I I I I I 2 1 IMP 9 L — - - -' I 0 r � r N L� F- - - - - - - - - - - - — — � A�1.1 "r_j � 2'-11" V-4" 5'-31 P — — — _ — — — — — — ' �II I P `'� - 1 4 _ I I I 2003 MEN HOME JAMES CLAR ON 2@ 2013 0p ! „ ! "QZ( "' •,,�` ! � � 2012 2013 I ! A53 3' 9-0 -2 14 S ---A- �- , _ - SALE OREGON 61 61 kEC►'ES = - - - U - - —� - - - - - - - —� P 4 I c� EXP 6/30/2@ib C4 �4 ( I I I A53 ' i ! L OF p� 4 A 4 c PROJECT TITLE: = A53 ! t 0 c A5,4 ( A A5r4 I N NO ' ' �t- M C �n _ 6l 2 ACT/ _ - 5 ON GRAS- , �+ 94 411 „ ,-@' 1'-@' 4' ” 2002 ' i= _ - - - r - - - - - - r O A53 _ —�— — — — —� _ — —i- R.1 t 20 � -r- C!fur r I ! ACT 3 13 ACT _ b -0 OPEN TO DIR A53 KIT I =-, " ILF DINING i E., 2004a A 2004 BELOW I ! I U -----�- -- -; - i--- a-� -i-. Q 5 , L i L It+ 0 0 _ _ _ STAiR 02 ' - t9 lop - I o I-( 20@6 2006 0 ' Nr ` I A'f.l I W H . + g U ' ' LcL '^ rN.1 ti T — — — -- — S ®s s as t — T --- ----- -------- ---------- ---- MH NQ /' J J rrr■■ w w � www w � � w /� -.----------- -=--= A --- - ------- ......... ................ ,......^• .... ..4 02 3 � --- .........._....-- ................................... B 0 N o u. ._ .. i ;I N , � cov N SHEET TITLE: oU SECOND FLOOR SECOND FLOOR M � � i BUILDING "B° BUILDING B F A sDr�DRAW sxl SHEET: A ,4ZZb SCALE : I/8 I -0 um PROJECT#: A2.2b CL A 1403 KEY PLAN DATE: � a a 7.11.14 r`o O M 11 11.4 11.6 13 21 1. 1.6 22 w c, vs O� M o � bb M i-- 1- O M N O 50'-0" - - - - — — — — — 16'-0" — - - - - - - - - - - - - - - - A A t0 I I I 9 � , •h I 2 2.7 2.9 3 5 I �; _ � ,°�p; � .� lu II'-011 1 BELOW - - - - - - - - - - - - - - - - 50-01 l^ _0 COD M - -M I 5'-0"51-o 14'-0" 1'-0" 5'-0" - - - - -- - -- - -- - -- - -- - -- --- - -- - -- - -- - -- - -- - -- - - I _ - - - - _ - - - - - A.8 V-10 1 1 I I I I I -0' 1- a -2' 0 12'-10'. I I 13 13 I r r I O _ _ _ B B � - - 1 - - - � - B I I I I B I I I , J = LJ ,n e I e _ _ I LnL Ln I -cl I 1 El r 6' A-be I --- i --- A-be I _ c° 249 C _ I I = I 244 1 , U I � 158'-611 N °� C U f—1 LJ LJ e 22'-8" 15'-10" 1211.311 11'-0" 101.011 Il'-0" 9' 3" 11'-10" 45'-811 o , I I q �0 "4 m i 4'-0" II'-�" 1'-1" �'-11" �'-11" 4' " 41.6" 6'-0" -6" '-6" 6'-0" 5'-0" 5'-01' 6'-011 '-6" '-6" b'-0" 4'-6" 4 9" 5'-II" 5'-II" 4'-1" 14'-4" 14'-0" 8'-9" r 4'-0" - � I G - A � C ccl A 60 0 0 I� 0 0 0 - - _ 1 0 ® 1 q 0 A-4cr I - LE) _ I = A-4cr ,n c� io 9 I I I 248 I I I 245 I 0 - - -1 - - - 13 13 - I- - - I - - - 1 - I /-+ c 13 1 Ell18 c -1 C m I _ _ C 1 ,r 13 T G W 5 A5.4 D a� I 9 I C A I c 1 - I I G U I 3 _ --- u C I LAUN I u gg A -- 4'-0" A u 1 2018 ' 1 � 4.011 61 I U I A I I - A-lb A I e 3 C A A-3cr C ITVE G A- cr , 239 ' A-2 A 2 00 _ ® q -- i 246 234 ® G 23 A-2b i ._....._.. i _ q i ® q CORR U A-2 1 m 3 250 ® I 1 c 231 I ® I ® i 16 p 3 243 m C p V 1 . A1.1 _6 " ELEC STOR CDATA A �` �� % 1 I I 20 5 � "I f-- -i---- ------- --------------- �I `�' 2097F �� 8 I--- COMM 03 2 ELE StOR ----- ----- ----------- ---- - - All 12=5 2095 A5.4 2093 ` �. c ° 2011 A5.4 cq 2013 2015 - 1 I 0 0 _ I I --- e e --- -- o e --- r I 1= 1 1 _ _ _ i _ 1 61 cn _ _ 0 I _ _ _ _ m sv STAIR "1 I - I I e — — — — — — 0 - — STAIR % v m IM C.4 U 2099 9 cam, q q 0 Q q N U I 0 I 201 u z ' - 1 2099 i f CORRIDOR I GORR I r i O 2011 I r 0" 1 -6'3'-6" 16'-011 2092 Q 2069 5'-6" 16'-0.. 3._, .1 11 1_011 1 1, 61 1 1 1D 1D 6► Iirn it — _ I I G I i I q I q q q i i — C — I — _ HR R HR HR R HR q — fl fl HR HR q HR HR HR R q HR H HR fl 0. q R HR R H I _ — 1 — — — I — V 0 I I `0 6� __-� ___ ___ —r o r I Ian 0 ■V yV c 1 =i _ MECN STOR z P O ° 2 �+ StOR - `----�---- ---------------- ------ 0 I W UD I A5.4 20 4 `� ----- ' 2012 ------ ---------------- I---- L._ MEC - cv ; LL 2098 2096 A5.4 STOR ........... m 1 `c' 0 8 2094 ® 1 i , `\ 1X� ® I I ® 2014 A 1 m I _ 0 — — _ - I I A-2 _ ® ' __... I ; �,` C �, A-2b I 1 , A-2 I -' q = 251 A = 0 q A-3b A ® i ® 236 ® = 242 EEO 241 � 0 C U U G m I A A A I I � A I A-Ib u = C = 238 A K, _1Ji e 13 - A 13 3 C U I C REVISIONS: I \Q A-3cr I I A-3cr = 1 I q I I 0 13 I 233 232 m_ i �t I I G A 1 QADDM "1 9-22-14 D I I = <1 Ll q 0 I I I rQ I I I I I `Q I I , 0 ® 1 ® 1 A-4cr II'-1" 1'-I" 1'-2" 1'-2" 5'-3" 1-6' 1'-9"= I ® ® ' I'-9" 1 -6' - 9'-8" 5'-II" 4'-1" 14'-4" 14'-0" 8'-9" A-4cr I 1 cn e _ ® 252 M _ m C 0 GORR l _ 240CNI ® i = 1 A ' I - 22'-811 14'-411 6 9 - 2060 11 I 45 8 _ A I I 43'-9" c 62'-9" m — —�' ® 01 7 1 4 1 14 15 16 18 � ® I G I I 0 I 1 1 0 I N C JAMES CLAR ON A-lfw A A A-lfw cn _ �, I - I I I = - I C I 6p A-6e _-- I I B77 231 230 — I I I I --- I A-be I ' 253 C _ ___ 241 SALEM, OREGON 2HR FW 2HR FW 2HR F HR FW 0 _ 2HR FW 2HR FW d1 �" � _ _ I c� C _ .b/30 _ 0� � � � - I I i M I I m m I STOR I I I � � - I - - - � , q.1. LE) I OF 0 O I i 0, AV/5TOR 00 cn 1 cn — — — — F A"f.l C i 1 i 009 I 0 I 009 I F — — — I _ _ _ F PROJECT TITLE: N 13 13 I I , , I I 13 13 I °� I ELE +h 1 II I 1 II I II I „ z STAIR 03 � 2018 � � I F , 1 �� I �� I �� I I N 5-0 14-0 1-0 5-0 n v 2018 I , , I TT 5-0 1 -0 14'-0 5 oil N Ql MN I FI 1 o i , I L L J 6'-0" 31'-0" 11'-0" '-0' H - - I I i -0' Il'-0" 31'-0" 6'-0" O -- - ----- -- ----- -- 0- - - ---' ---- - ---_ i L , WINDOW SIZES N 50' 0�� -------- --- -- --- MEC - 21 - - I - - - - - - _ 50'-0.. --- --- N ........y................ E 2 2.7 2.9 3 5 1 a 201&rx,p tw e' u a I ;._.___._.__.. U }; y _._.. . _....__... .. _ j .. ;ti.. -- �.., IEH.8 ' U + h""1 0 0 GENERAL FIRE LIFE SAFETY PLANS (A0.1-A03) AND SHEET A33a FOR DTLS OF FIRE-RESISTIVE coNSTRucTION WALL TYPE SUMMARY u °� REFER OVERALL PLAN SHEETS (A2.1,A22, ETC)AND CONSTRUCTION s~ 2 DIMENSIONS ARE TYPICALLY TO FACE OF FRAMING (OR CENTERLINE OF DEMISING KEY NOTES ON A3 SHEETS FOR DETAILED WALL CONSTRUCTION WALLS), EXCEPT WHERE NOTED AS "FIN" (FINISH)OR "CLR" (CLEAR), OR AS SECOND FLOOR REQUIREMENTS Is., g OTHERWISE DETAILED. WINDOW OPENINGS ARE DIMENSIONED TO CENTER, DOORS �'+ = O U ARE LOCATED TIGHT TO COMERS (2 STUDS)UNLESS DIMENSIONED OTHERWISE BUILDING V C 9 ALL FRAMING IS 2x6 tv 16"oc EXCEPT WHERE NOTED OTHERWISE ON FIRE-RESISTIVE 1 FLOOR PLAN KEY NOTES STRUCTURAL PLAN AND WHERE 2x4 FRAMING IS SHOWN ON UNIT PLANS Q 3. REFER SOUND WALL SCHEDULE FOR ACOUSTICAL TREATMENTS AND STRUCTURAL A22c SCALE : 1/8" = P-0" 1 6" FURROUt ITYP POR ELEC CONDUIT/PIPE RUNS To FLR ABV oR BELOW) (A4 SHEETS) N O Q FOR SHEARWALL AND BEARING WALL LOCATIONS CONSTRUCTION LEGEND O a, p w SEE ALSO,DETAILS, A TYP 1 HR RATED BEARING WALL H WALL/PARITTION NOTES: SHEET A33a O2 4"PURROUT ^ o ¢ A2 2HR RATED BEARING WALL - (TYP WHERE V U I ALL BEARING WALLS,FLOOR AND ROOF CONSTRUCTION ARE 1 HR FIRE-RESISTIVE TYPICAL TYPE A OR C WALL, AS NOTED ON PLAN O3 2"PURROUt (TYP COLUMN PILAStEI� SUPPORTING 2HR FLR/CLG 9 MC/ALF SEPARATION) ~ w a CONTRUCTION, PER CONTRUCTION TYPE VA, EXCEPT AS NOTED OTHERWISE BELOW. TYPE A WALLS ARE PROTECTED BY I HR RATING x ALL NON-BEARING PARTITIONS MAY BE UNRATED EXCEPT AS NOTED OTHERWISE. O CABMET DOORS IN FACE FRAME PER INTERIOR ELEVS Q 1HRFB 1HRFB B TYP 1 HR EXTERIOR BEARING WALL - (TYP 2 ALL SUITE DEMISING WALLS AND RATED CORRIDOR WALLS ARE CONSTRUCTED AS ONE-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL CONDITION NOT TAGGED ON PLANS) 3 1-HR FIRE PARTITIONS. BELOW TO UNDERSIDE OF UNDERSIDE OF FLOOR/ROOF DECK O5 CORRIDOR HANDRAILS PER DTL 19/A1.1 F-+ con 3 SEPARATED MIXED OCCUPANCIES WITHIN THE SAME FIRE AREA, ARE SEPARATED ABOVE,CONTINOUS THROUGH CONCEALED SPACES. 2HR EXTERIOR BEARING WALL - (TYP WHERE o 6 PURR-OUT AROUND FIREPLACE b-VENT(FIRESTOP FLOOR PENETRATION) B2 o VERTICALLY BY FIRE BARRIER WALLS AND HORIZONTALLY BY FLOOR/CEILING SUPPORTING 2 HR FLR/CLG 9 MC/ALF SEPARATION) N O o , 2HR IF 2HR FB cam, HORIZONTAL ASSEMBLIES. REFER LIFE SAFETY PLAN,FLOOR PLANS, AND RCP FOR TWO-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL O PROVIDE 8" STUD WALL FOR PLUMBING N RATINGS BELOW TO UNDERSIDE OF UNDERSIDE OF FLOOR/ ROOF DECK g c - 4 A 2 HR FIRE WALL DIVIDES THE PROJECT INTO SEPARATE BUILDINGS TO COMPLY c NON-BEARING WALLS (2x6 TYR 2x4 SHEET TITLE: o ABOVE,CONTINUOUS THROUGH CONCEALED SPACES. WHERE SHOWN ON A4 SHEET) N WITH ALLOWABLE HEIGHT AND AREA REQUIREMENTS INDICATED ON COVER SHEET U SHR 1HR 1H6� 1H[� 0 O CORRIDOR 1 HR FIRE RATED EXTERIOR WALL - TYPE K RATED FOR FIRE SECOND FLOOR v 5 CORRIDOR WALLS IN I-2 OCCUPANCY ARE SMOKE PARTITIONS PER IBC REQ'tS,BUT D 1 HR FIRE BARRIER, PER A33a DETAILS ru o °� ARE DESIGNED AS RATED FIRE PARTITIONS PER WAC REQ'TS PER WA DOH REVIEW. EXPOSURE FROM BOTH INTERIOR AND EXTERIOR 6 A I HR RATED SMOKE BARRIER WALL DIVIDES EA STORY OF EA BLDG INTO TWO E 2HR RACED FIRE WALL PER A33a DETAILS BUILDING C C) SMOKE COMPARTMENTS. sB SB ss SMOKE BARRIER - 1 HR RATED,CONSTRUCT SAME AS F 2x FURR OUt A Nr 1 ELEVATOR MACHINE ROOMS ARE CONSTRUCTED 2 HR FIRE BARRIERS MATCHING FIRE BARRIER DRnwrrBr: SHEET: Ga THEIR ELEVATOR SHAFT'S FIRE RESISTANCE. sP sP sP G 3 " METAL FRAMED FURROUT BEHIND KITCHEN HOOD SDE/JTSKI ' w SMOKE PARTITION - NON-RATED INCLUDING ALL ELEVATOR AND EXIT ENCLOSURES ARE CONSTRUCTED J 2HR FIRE BARRIER, PER A33a pETAILS PROJECT#: a, > 8 SHAFT WALLS, 1403 A2.2 c ¢ Ca OF 2HR FIRE BARRIERS WHEN CONNECTING 4 STORIES AND IHR FIRE BARRIERS WHEN 2HR FW 2HR FW K I HR FIRE EXTERIOR BEARING WALL, RATED FROM BOTH KEY PLAN F, CONNECTING 3 OR LESS STORIES. � � � � � � � � � 7W0-HR FIRE WALL CONT.FROM GROUND FLR THROUGH ¢ CEILING t0 BOTTOM OF ROOF DECK INTERIOR AND EXTERIOR,WITH TYPE X GYP SHEATHING DATE: E a 7.11.14 0 WALL TYPES: INTERIOR SIDE 5/8" 'TYPE-X' GYP.BD. XT.FINISH* * M MOISTURE BARRIER M M Rc -FURRING * 24"c` ** *(OMIT AT CRAWL SPACE) 11 11. 1.6 13 21 1. 1.6 2 2 M ® UNIT SOUND WALLS; OR *WD STRl1CT -NL,PER STRUCT DWGS WD STRUCT PNL,PER STRUCT 5/8" GYP. BD. I 2x6 FRAMING, PER STRUCTi. 2x6 FRAMING m 16"oc -b M00 00 BATT INSULATION „E (2x4 ALLOWED FRAMING R-21 BATT INSULATION WHERE SHOWN ON UNIT � 5/8" 'TYPE-X' GYP.BD. � VAPOR BARRIER PLANS) >~ O M 2x6 STUDS ® 16" O.C. 5/8" 'TYPE-X' GYP. BD. O c 2 HR RATED CONSTRUCTION (NO EXTERIOR BEARING AND/OR SHEARWALLS- (GA FILE NO. WP 4135) RATING REQV WHERE FSP • 10' NON-LOAD BEARING WALLS = FIRE PARTITIONS EXTERIOR WALL OR GREATER) I I I I - � -� - �- Z - I M r/� a w TYP CONSTRUCTION FOR STRUCTURAL BEARING AND TYPICAL CONSTRUCTION FOR THERMAL NO RATING REQUIRED w -- - -- - - - _ _ _ _ _ _ _ w SHEAR WALLS.WHEN USED FOR RATED CORRIDOR AND MOISTURE ENVELOPE - REFER WALL H H AND TENANT DEMISING WALLS,CONSTRUCT AS FIRE SECTIONS AND ELEVATIONS FOR SPECIFIC One layer 5/8" gyp. bd. applied - PARTITIONS EXTENDING FIRE-RESISITVIE MEMBRANE FINISH CONSTRUCTION AND DETAILS parallel for ® rt. angles to ea. side of I� 2 2.7 2. 5 (GYP)TO BOTTOM OF HORIZONTAL ASSEMBLY ABY. I HR RATED CONSTRUCTION (from inside studs ib oc. w/ 6d coated nails, 1-1/8 SEE ALSO SHEET A1.i) only per 2009 IBC sect 1055) long, .0915" shank. 1/4" heads, 1" oz. 1 HR RATED - w/ RC CHANNEL IBC TABLE '120.1(2) ITEM "16-1.1 Joints staggered 16" oz. opp- sides. I I (GA FILE NO. WP 3243) w .6 -I - I- - i I - - - � - - w .6 2x wood studs ® 16" oz-. w/ dbl. top plates, single H - - - - - - - - - - - H btm.plate, Int. side covered w/ 5/8" Type 'X' yp- 2 HR RATED CONSTRUCTION „ ,42 (GA FILE NO. WP 4135) bd, applied horiz. unblocked, t fastened w/ 2-1/4" (2)LAYERS OF I,- (GA " I I I I •M Type S drywall screws, spaced 12" oz,Joints cov'd i ,; DENS-GLASS w/ tape 4 compd, fastener heads cov'd w/ compd f 1' I LAYER - 9'e" TYPE I I Exterior Side: cov'd w/ 3/8" wd. struct. panel (OSB) X' GYf'.BD. *1 HR RATED - w/ WD STRUCT PANEL applied vert-,horiz.,Joints blkd 4 fastened w/ bd (GA FiLE NO. WP 3605, EXPLANATORY NOTE common nails - 12" oc.(field), 4 6" oc. (edges). 2x6 STUDS a 16" oz. I x'22-2005 GA FIRE RESIST. DESIGN MANUAL) **UNIT SOUND WALLS - ALL WALLS SEPARATING - ( BATT INSULATION TENANT SPACE FROM COMMON SPACES 1 LAYER - 5/8" k _ a i. I "+° TYPE 'X' GYP.P.BD. Resilient Chan 24" oz. attached 0 rt angles to 1 BATT INSULATION �2� TWO-HOUR FIRE WALL I E ONE SIDE of 2x6 wood studs I6" or 24" oz. w/ "" I I 11/4" Type S drywall screws. One layer 5/8" type I EXTENDS FROM GROUND FLOOR 'X' gyp. bd. or gyp veneer base applied at I I LAYER - 5/8" THRU TO UNDERSIDE OF ROOF I. ( -!T right. angles to channels with P Type S drywall TYPE 'X' GYP.BD. DECKING- screws at 8" oz. w/ vertical Joints located 2x STUDS 2HR RACED CONSTRUCTION midway between studs. End ,Joints badkblocked � � 16" O.G. (GA FILE NO. ASW 1002) I I I I w/ resilient channels. 3" mineral or glass fiber "-4` '� Insulation in stud space. Opposite Side: One (1) ONE-HOUR FIRE BARRIER (2) layers I"x24" proprietary type 'X' gypsum panels inserted - I - ® - - - - _ I - - - ® I - - - - layer 5/8" type 'X' gyp. bd. or gyp-veneer between floor and ceiling runners w/steel "H' stud between �j 5 base applied at parallel or at right angles to EXTENDS FROM GROUND FLOOR TO adjacent parrs of gypsum panels-A 3/4" minimum air space I I I d C I I studs with 6d cement coated nails, 11b" long, BTM.OF ROOF SHEATHING must be maintained between steel components and adjacent I L 0.0915" shank, 15/16" heads, 1" oz. Vertical Joints I HR RATED CONSTRUCTION framing. As an alternate to an air space, the steel - - I Lax _ - - staggered 24" on opposite sides. Sound (GA FILE NO. WP 3605) components are covered w/ 6" wide battens of ff/z" type 'X' ® cn tested with studs 24" oz. (STC=50). Also gypsum wall board or full sheets of iz type X gypsum wall roux Mb W &" [ sound tested with studs spaced 16" o c. and board screw attached to the steel components. I sioc I I ,�� I ss with two layers of 5/8" type 'X' gyp. bd.on One layer 5/8" type 'X' gyp. bd. ® - I F__1 0 - - A® 0 a lied parallel or a rt. an les to Base la er the side opposite the resilient channels pp p 9 kJ p I C (STC=53). LOAD BEARING ea. side of studs 16" oz. w/ 6d 5/8" type 'X' gyp. bd. applied a rt. angles to ea. side of sraa can I- �*+ eTae p �!a t0 5� STC coated nails, 1-1/8" long,.0915" 2x6 wood studs 24" o-o. w/ bd coated nails, 1-1/8" long, 1 A ® 'O9° ® - ® ® s� shank 1/4" heads, 1" oc. Joints .085" shank 1/4" heads, 24" oz. CA - - - ST-A - - - - - - - - - I- - GrAft%kll l - C.4 staggered 16" oc. opp. sides. Face layer: ® CORROW C4NW x 5/8" type 'X' gyp,bd. applied m rt angles to ea. side w/ w I� RATED CONSTRUCTION Sd coated nails,2-3/8" long, .100" shank, 1/4" heads, 8" O.G. +.� HR R HR HR R R R HR FR R HR h HR R �.� (MAINTAIN FIRE-RESISTIVE I 2 LAYERS - 5/8" Joints staggered 24" ea. layer 4 side. C. 6 _ - - _ _ Q SWR MEMBRANE OF WALLS AND TYPE X GYP.BD. MISCH APPLICEILICABLE) INTERIOR- INTERIOR SIDE ® I �p� v'1/ I I _ c BATT INSULATION 2x6 FRAMING A I6"oc max XT.FINISH* A-a I • a a SEE DETAILS WHERE SHOWN ? 2 LAYERS - 5/8" MOISTURE BARRIER* �� I f�, ,,,-y, °v'o 5/8" 'TYPE-X' GYP.BD. TYPE 'X' GYP.BD. *(OMIT AT CRAWL SPACE) 0 I WD STRUCT PNL,PER STRUCT °b - - `J 2x6 STUDS 5/8" TYPE X EXT GYP SHEATHING -I m 0 ® IA I 16" O.C. 2x6 FRAMING, PER STRUCT I I I I -3 FURR OUT/COL WRAP R-21 BATT INSULATION (2) TWO-HOUR FIRE BARRIER J/ VAPOR BARRIER EXTENDS FROM GROUND FLOOR TO 1-� 5/8" 'TYPE-X' GYP.BD. I I I: BTM.OF ROOF SHEATHING ®¢ 2 HR RATED CONSTRUCTION EXTERIOR WALL 1 14 15 16 18 5/8" 'TYPE-X' GYP.BD. (GA FILE NO. WP 4135) TYPICAL CONSTRUCTION FOR THERMAL MTL.STUDS Base lager 5/8" t e 'X' bd. AND MOISTURE ENVELOPE - REFER WALL 1Ld y yp gyp SECTIONS AND ELEVATIONS FOR SPECIFIC a lied a rt. an les to ea. side of FRI 0 ' RATED WALL, PER PLAN pp g FINISH CONSTRUCTION AND DETAILS studs lon o.0 w/ bd coated nails, I HR RATED CONSTRUCTION (from BOTH A-" I A-" I ' i-1/8' long, .085" shank 1/4" heads, Lj k� 24 oz. Face layer 5/8 type X - I sides per 2009 IBC sect 1055) ® I I R FW 2HR 2HR FW 2 FW gyp. bd. applied a rt angles to ea. IBC TABLE 120.1(2) ITEM • 16-1.1 E I E side w/ 8d coated nails, 2-3/8" 2x wood studs a 16" oc. w/ dbl. top plates, single I �I WALL FURRING m GREASE HOOD long, .100" shank, 1/4" heads, 8" oz. btm. plate, int. side covered w/ 5/8" Type 'X' gyp. F - - - - CF) IFI F -I - I - - F Joints staggered 24" ea. layer t bd, applied horiz. unblocked, 4 fastened w/ 2-1/4" I I I I I SrAN13 I CIN THE COMMERCIAL KITCHEN). pp I NON-COMBUSTIBLE CONSTRUCTION side Type S drywall screws, spaced 12" oz,Joints cov'd �FB I FACING COMBUSTIBLE RATED WALL w/ tape 4 compd, fastener heads cov'd w/ compd - Exterior Side: cov'd w/ 3/8" wd. struct. panel (OSB) applied vert-,horiz.Joints blkd 4 fastened w/ bd GENERAL WALL TYPE NOTES: 4- common nails - 12" oz-. (field), t 6" oz. (edges). ,q ,- I I ®' I REFER ALSO TO SHEET ,433a FOR SPECIFIC CONSTRUCTION DETAILS 5 - H,$ 21 1. 1.5 22 RELATED TO FIRE-RESISTIVE WALLS USED AS FIRE PARTITIONS, FIRE BARRIERS, AND FIRE WALLS, SMOKE BARRIERS AND SMOKE PARTITIONS J - I- 20 WALL TYPES ARE TYPICALLY NOTED ON PLANS (EXCEPT EXTERIOR I 32 ,�° WALLS, SEE NOTE 2). WHERE A WALL TYPE IS NOT INDICATED, REFER TO I I rte+ I THE FOLLOWING CONDITIONS: 4 G J.5 V 1. ALL BEARING WALLS, TENANT DEMISING WALLS, AND TENANT/CORRIDOR WALLS ARE TYPE A UNLESS NOTED OTHERWISE. I I I n 2- ALL EXTERIOR WALLS ARE TYPE B UNLESS NOTED OTHERWISE. WALL - - - - - II - - WR TYPE CONSTRUCTION SHOWN IS GENERIC ONLY - REFER WALL SECTIONS 3W4 I II I I I '0�°' AND ELEVATIONS FOR EXTERIOR FINISH MATERIALS AND SPECIFIC L - - - CONSTRUCTION RELATED TO THESE FINISHES. I - 3. ALL NON-BEARING PARTITIONS ARE TYPE C UNLESS NOTED OTHERWISE- 7F Lai 4. ALL SHAFT WALLS, EXIT ENCLOSURES, INCIDENTAL USE SEPARATIONS, M I 1� M ELEV. SHAFT AND EQUIP ROOM WALLS ARE EITHER TYPE D OR J PER I I ® I I FIRE RATING NOTED ON PLAN. 0 I I _ 5. ALL FIRE WALLS NOTED ON PLAN ARE TYPE E. - I 6. CONSTRUCT OTHER PARTITIONS NOT SPECIFICALLY DESCRIBED HERE AS TYPE A P REVISIONS: 1. USE MOLD 4 MOISTURE-RESISTANT CORE GYP BD ON ALL WALLS AND I I I CEILINGS WITHIN 4' OF SHOWER FIXTURE (INCLUDING BEHIND PRE-FAB 4 6 SHOWER UNITS, BUT USE CEMENT OR FIBER CEMENT TILE BACKER BOARD I r _ _ _ _ P.4 BEHIND ALL TILED 'WET' WALLS (TILED SHOWERS)). NOTE USE ON CEILING REQUIRES 16"oc max FRAMING. USE MOLD E MOISTURE-RESISTANT CORE I I '0oQ M GYP BD ON ALL WALLS WITHIN 4' OF ANY URINAL FIXTURES I I ' , a ® 23 - - - - R.1 SOLND Sc,�-EnuLE: PROVIDE 3 �" min SOUND iNSUL BATTS AND RESILIENT CHANNELS AT THE I FOLLOWING WALL AND FLOOR/CEILiNG LOCATIONS. RESILIENT CHANNELS ARE IN O X ADDITION TO ANY SHEAR PLYWOOD PANELS SCHEDULED PER STRUCTURAL - - - - - R. DRAWINGS: S' - I I 1. ALL TENANT/(UNIT) DEMISING WALLS, SHARED WALLS w/ COMMON SPACES, I sr� SHARED CORRIDOR WALLS, AND HORIZONTAL FLOOR/CEILING IE, O 61 / JAMES (LAR ON ASSEMBLIES 2. CORE/COMMON AREA BATHROOMS 411/IHR F _ . as as I T / 3. THEATER WALLS SHARED WITH ALL OCCUPIED SPACES (SEE ALSO INTERIOR ELEVS. FOR SPEAKER ISOLATION) ® D \ X.4. SALEM, OREGON 4. IN ADDITION, PROVIDE SPECIAL SOUNDWALLS w/ ACOUSTICAL GYP BD EXP.6/30/2016 AT ELEV MACHINE ROOM WALLS SHARED w/ OCCUPIED SPACES - SEE 1 WALL TYPE J1 1 � ' �.. - X.6 OF Q� �1 - 14 17 19 �/ 4 PROJECT TITLE: N Q PROTECTION FOR ALL BEAMS THAT SUPPORT MORE THAN TWO FLOORS OR MORE THAN •d ONE FLOOR AND A ROOF \ 0 STEEL PLATE STEEL PLATE - I - - - - - ® `d O TJI HANGER JIHANGER 18 G6AGE WRE�15" O.C. s Til TA P5D. ,� s I ® ® ® I i '� m jSTEEL BEAM STEEL BEAM STRUCT. STL.COLUMN I 3D b (TUBE OR FLANGE) I F, (1)TYP. ONE-HOUR COLUMN WRAP IBC TABLE 720. 1 ( 1 ) #1 -7. 1 UA - - - - - - C( 10I - I - HH - H HH ® - � l2)LAYERS GYP. BD- two layers of 1/2" gyp. bd. adhesively $ - N CONDITION 1 CONDITION 2 secured to column 4 successive layers -^ + '! a, GA FILE NO. BM 1137 PROPRIETARY I HOUR FIRE corner edges of ea. layer staggered. U. - - - - - HR HR HR HR HR - q HR R HR HR - '-' o yp. bd. layer below outer lager secured , �' I I ® Cn 23 o 16• STEEL FRAME,GYPSUM WALLBOARD o column R doubled .049" (TS gage) �� a� ,`2 Base layer 1/2' proprietaryy type 'x' gypsum wallboard applied to beam cage with I" stl.wire ties 9 15" oz - 3 ' ® � H m >~ type 6-12 drywall acres 12" oc.Face layer 1/2" proprietary type 'x' glum wallboard Exposed corners taped t treated. -� g . . I . . 21 U o Applied to beam cage with 1-5/8" type s-12 drywall screws 2" cc. oints offset from z - - Base layer Joints. I - ® ;� - d O Beam cage fabricated from no. 24 gage l/8"A-3/8" steel angles screw attached to steel ® i3 m ,�, I �-b CID U Joinsts at beam top flance and no.15 gage 2-1/2" steel runners hooked over beam '� -% 61 3M I Lower flange and suppor ing 1-5/8" steel studs 24" cc.Minimum beam size w8x15. I _ M (one hour unrestrained beam.) ''' PROPRIETARY GYPSUM BOARD ,.a, 1-1 O Q AMERICAN GYPSUM COMPANY - 1/2" FIREBLOCK TYPE C _ _ rr4 H w BPB AMERICA INC. - 1/2" PROROC TYPE C GYPSUM PANELS V I C U G-P GYPSUM - 1/2" TOUGHROCK FIREGUARD C w 0 LAFARGE NORTH AMERICA INC. - 1/2" FIRECHECK TYPE C -_ ^ NATIONAL GYPSUM COMPANY - 1/2" GOLD BOND BRAND FIRE-SHIELD C ,A/ _ _ I _ _ W x M GYPSUM WALLBOARD Y Y PABCO GYPSUM - 1/2" FLAME CURB SUPER 'C' Q' TEMPLE-INLAND FOREST PRODUCTS CORPORATION - 1/2" TG-C vs UNITED STATES GYPSUM COMPANY - 1/2" SHEETROCK BRAND GYPSUM � O o M PANELS,FIRECODE C CORE c� o O MO B V1 M V'1 N � 1 THIRD FLOOR PLAN o 0 1 11. 1.6 SHEET TITLE: ,423 SCALE : P = 20'-0" OVERALL a THIRD FLOOR c O O A DRAWN BY:H �`'T � � SHEET: 0 v SDE JTSKI PROJECT#: � Q a O 1403 a � � KEY PLAN DATA2.3 E: a °�' 7.11.14 0 121' 9" FIRE-RESISTIVE WALL TYPE SUMMARY M 10-3 12 -6 13-0 11 -0 23-9 I CONSTRUCTION SEE L LEGEND E N D KEY OVERALL SHEETS CONSTRUCTIONlONISWEET A33a NOTES ON SHEETS DETAILED WALL CONSTRUCTION m , TYPICAL TYPE A OR G WALL, AS NOTED ON PLAN REQUIREMENTS b � M � 4'-3" 6'-0" '-5" 10'-I" 6'-6" 6'-6" 5'-6" 5'-6" 1'-0" 9'-9" 1'-0" 1 TYPE A WALLS ARE PROTECTED BY 1 HR RATINGo M ALL FRAMING IS 2x6 g 16 oc EXCEPT WHERE NOTED OTHERWISE ON IHR FB 1HR FB STRUCTURAL PLAN AND WHERE 2x4 FRAMING IS SHOWN ON UNIT PLANS o oo ONE-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL (A4 SHEETS) = BELOW t0 UNDERSIDE OF UNDERSIDE OF FLOOR/ROOF DECK �, E ' ABOVE,CONTINOUS THROUGH CONGEALED SPACES. A TYP I HR RACED BEARING WALL 1:2 Q U A2 2 HR RATED BEARING WALL - (TYP WHERE `' a _ . TWO-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL 61 0 ' SUPPORTING 2HR FLR/CLG a MC/ALF SEPARATION) BELOW TO UNDERSIDE OF UNDERSIDE OF FLOOR/ ROOF DECK 15 '- 13 I --�� ABOVE, CONTINUOUS THROUGH CONCEALED SPACES. B TYP I HR EXTERIOR BEARING WALL - (TYP -``` IHR IHR IHR IHR CONDITION NOT TAGGED ON PLANS) 1 HR FIRE RATED EXTERIOR WALL - TYPE K, RATED FOR FIRE C EXPOSURE FROM BOTH INTERIOR AND EXTERIOR2 HR EXTERIOR BEARING WALL - (TYP WHERE �r G Q " 52 - � - _ SUPPORTING 2HR FLR/GLG G MC/ALF SEPARATION) A FIRE BARRIER ---_- csB sB SB SMOKE BARRIER - I HR RATED,CONSTRUCT SAME AS N I-5a u ^ C NON-BEARING WALLS 12x6 TYP, 2x4 y 307 ` sP sP sP WHERE SHOWN ON A4 SHEET) D SMOKE PARTITION - NON-RATED 1-be e 309 u I u 2HR FW 2HR FW D 1 HR FIRE BARRIER, PER A33a DETAILS 0 © TWO-HR FIRE WALL CONT.FROM GROUND FLR THROUGH ©p dW I ' CEILING TO BOTTOM OF ROOF DECK E 2 HR RATED FIRE WALL PER A33a DETAILS ' Iall i I E F 2x FURR OUT u ---I __ _ ._...._ GENERAL NOTES: o-► _ m ___ -- - I ® ® " I REFER FIRE LIFE SAFETY PLANS (A0.1-A03) AND SHEET A33a FOR DTLS OF G 3 " METAL FRAMED FURROUT BEHIND KITCHEN HOOD O _ I© FIRE-RESISITIVE CONSTRUCTION J 2 HR FIRE BARRIER, PER A33a DETAILS STOR 2 DIMENSIONS ARE TYPICALLY TO FACE OF FRAMING (OR CENTERLINE OF DEMISING K 1 HR FIRE EXTERIOR BEARING WALL, RACED FROM BOTH ILl d 4 WALLS),EXCEPT WHERE NOTED AS "FIN" (FINISH)OR "CLR" (CLEAR), OR AS INTERIOR AND EXTERIOR, WITH TYPE X GYP SHEATHING 11 2 <t ! OTHERWISE DETAILED.WINDOW OPENINGS ARE DIMENSIONED TO CENTER, DOORS --- _ U.4 - - - - - - - - - - - ARE LOCATED TIGHT t0 CORNERS (2 STUDS)UNLESS DIMENSIONED OTHERWISE FLOOR PLAN KEY NOTES Q 5'-b" I 5'-b" 4 ,,1. O1 b"FURROUT (TYP FOR ELEC CONDUIT/FIFE RUNS TO FLR ABV OR BELOW) dl © 3. REFER SOUND WALL SCHEDULE FOR ACOUSTICAL TREATMENTS AND STRUCTURAL O n r O r 4 _ FOR SHEARWALL AND BEARING WALL LOCATIONS O 4" FURROUT C -- - ----- - R HR HR HR R HR HR HR WALL/PARItTION NOTES: 3O 2"FURROUT(TYP COLUMN PILASTER) HR ALL BEARING WALLS,FLOOR, AND ROOF CONSTRUCTION ARE 1 HR FIRE-RESISTIVE CONTRUCTION, PER CONTRUCTION TYPE VA, EXCEPT AS NOTED OTHERWISE BELOW. O CABINET pooRB IN FACE FRAME,PER INTERIOR ELEvS c 0 ALL NON-BEARING PARTITIONS MAY BE UNRATED, EXCEPT AS NOTED OTHERWISE. --- I ® I ✓ O CORRIDOR HANDRAILS PER DTL 19/AI.1 v cq 2 ALL SUITE DEMISING WALLS AND RATED CORRIDOR WALLS ARE CONSTRUCTED AS --- I-HR FIRE PARTITIONS. 6O PURR AROUND FIREPLACE b-VENT(FIRESTOP FLOOR PENETRATION) Q, = u __�I I ® ® 3 SEPARATED MIXED OCCUPANCIES WITHIN THE SAME FIRE AREA, ARE SEPARATED a II ° ° VERTICALLY BY FIRE BARRIER WALLS AND HORIZONTALLY BY FLOOR/CEILING O PROVIDE 8" STUD WALL FOR PLUMBINCs an ab s n. ••• -= HORIZONTAL ASSEMBLIES. REFER LIFE SAFETY PLAN,FLOOR PLANS, AND RCP FOR : ... ' RATINGS ©ilp 4 0 i 4 A 2 HR FIRE WALL DIVIDES THE PROJECT INTO SEPARATE BUILDINGS TO COMPLY WITH ALLOWABLE HEIGHT AND AREA REQUIREMENTS INDICATED ON COVER SHEET I-be u it AO.0. 310 ; Al 5 CORRIDOR WALLS IN I-2 OCCUPANCY ARE SMOKE PARTITIONS PER IBC REQ'TS, BUT C !! ARE DESIGNED AS RATED FIRE PARTITIONS PER WAC REQ'TS PER WA DOH REVIEW. I-3b C 6 A 1 HR RATED SMOKE BARRIER WALL DIVIDES EA STORY OF EA BLDG INTO TWO C i i 308 SMOKE COMPARTMENTS. 1 ELEVATOR MACHINE ROOMS ARE CONSTRUCTED 2 HR FIRE BARRIERS MATCHING FI I `r THEIR ELEVATOR SHAFT'S FIRE RESISTANCE. 15 3 I ; 13 8 SHAFT WALLS, INCLUDING ALL ELEVATOR AND EXIT ENCLOSURES ARE CONSTRUCTED OF 2HR FIRE BARRIERS WHEN CONNECTING 4 STORIES AND IHR FIRE BARRIERS WHEN CONNECTING 3 OR LESS STORIES. li V - - � - - - - - - - - - - ,� - - � 23 I � I 4'-3" b'-0" '-5" 10'-1" b'-6" b'-6" 3'-9" 3'-6" 3'-9" 1'-0" 1'-0" 5'-6" J6. a \m-3 10'-3" 12'-6" 13'-0" 11'-0" 14'-0" 11'-0" THIRD FLOOR BUILDING "A• - WEST 1, , . r \3 , --'-�=-�--, , I A � 1 �r ` �a WINDOW SIZES A23a �,0 {:. rl SCALE : 1/8" 1'-0" 1 Jh z' s II I - \ FB. 1WR F5 ! 11111 . 171 IT T1 _-- es e s es I i Ln l� 1-2 �r m � �•e / ' 302 - \�'m 6" \3 301 A 7 I 4 1 m 1 14 17 19 Z3 - - I _ © © I-6e a /7 321 s X-6 I-4 ° ° ° REVISIONS: ,, 9, ii 1� ii �i " �� ` l ADDM 019-22-14 10-6 131- 11 0 9 3 6 l -1 C 0 Jo ® \�,3 /� 5'-3" 5'-3" b'_� ii b._1 �� 5'-b„ 5-b„ 4,-9„ 4'_bi1 - Q 5, ` / ----- ' - '- � e \3 311 _ I _ ' CORK s, 3040 15" ® JAMES CLAR ON C >x >x � •8 u A I-5 \ 3'-5" 3'-3" 6'-0" 5'-5" ® , `� 305 U A 303 °I _ ... I-Sa 6'-8" 11'-5" °° CORK �� ° `•' I� / SALEM, OREGON ' u G I �_\\ STOR _ - 313 320 W C` °' `- I •,L 3041 n I � � � `© / �XP.b/30/201V�P \ C 315 d© da, QIi' 0 d I PROJECT TITLE: ® ® I ELE "2 ,47.1 G AL C co Ao I 0 I I "" © ° Ci Al.i 6 \ ` ON - Q - - - 4'-6" - 1'-6.. 11_ ii = 1'_6" 4 0 a ELEC bH tiH H HQ EH NH ® G 318 ` 9 \A CORR .\� � 3042 MECH p STOR P - ,• 23 C7 3045 4 m Q IN HR HR - HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR - - - - - B 0 '/ (0 b L...._......_I ..-, :,.................... r- I A I LAUN. EoG � I � c 0 1 I ® 3041 5.4 O ® i © n e H � i i' I 5i_53i_ ii 4'-10ii _all 5�_5�� C u - d© u _ ° ° I-4a U M I �9 I m ® ° 3•,�D o r a I © i A E 4 t ® ® y \\ ;x Eff VI - � I� r' ani F I ° ° -Q G p c m U U 911 Q I © I CI U 9 6 \ '~ 304 m a © m 312 o cn cn n C 306 S� ��� I - •-i C 314 G \3 A�" \�' 3 A ,� � ti I I C 0 13 / s,, 8,, I I II ��` � � 13 ` A'.3 \3 `^ I I \ \ z CD �' \ a c:) I-2a C A - %� I 0 _ 13 ` A.3 \�•� lam/_ - e \3 w ¢� 0 6 311 ri \\'6 j F-� o _ " N O O ° o co = a° 3�,,A I _ I \ B l/1 N1 V1 4'-0" 4'-3" 5'-6" 14'-0" 1 -b' 4'-3" 4� �� 3,_4�� 3i_5ii 0 3 _5ii 4�� bi_0�� &1 oil 1�j' \ .3" I-II k._._.... ^ I r.i o L 0 0 0 - --- 4'-0" I 6'-3" 1'-3' 5'-6" ------ 0 0 0 W SHEET TITLE: o ii �, , �i ii a THIRD FLOOR n p 8-3 11 -0 8-9 (01-call 10-8 10'-8" 6'-9" 12'-b" v v THIRD FLOOR L I BUILDING A - EAST rn ti 12'-4" 4'-9" '-0' 23'-0" i'-01 4'-9" 12'-4" A23a BUILDING "A" F- SCALE : Vail = U-0" r+-� � E-' A DRAW"BY: SHEET: C) 208'-3" SDE/JTSKI i Q jd Q Q PROJECT#: � 11.4 11.6 KEY PLAN 1403 A2.3 a DATE: cn 7.11.14 L 0 FIRE—RESISTIVE WALL TYPE SUMMARY M CONSTRUCTION LEGEND REFER OVERALL PLAN SHEETS (A2.1,A2.2, ETC)AND CONSTRUCTION M M SEE ALSO,DETAILS, SHEET A33a KEY NOTES ON A3 SHEETS FOR DETAILED WALL CONSTRUCTION m REQUIREMENTS .� o0 TYPICAL TYPE A OR C WALL,AS NOTED ON PLAN o M opo TYPE A WALLS ARE PROTECTED BY 1 HR RATING ALL FRAMING 15 2x6 a I(Voc EXCEPT WHERE NOTED OTHERWISE ON 1HR FB 1HRFB STRUCTURAL PLAN AND WHERE 2x4 FRAMING 15 SHOWN ON UNIT PLANS o O o ONE-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING A55EM5L (A4 SHEETS) BELOW TO UNDERSIDE OF UNDERSIDE OF FLOOR/ROOF DECK in E ABOVE,CONTINOUS THROUGH CONCEALED SPACES. A TYP 1 HR RATED BEARING WALL N °? o 2HR FB 2HR FB A2 2 HR RATED BEARING WALL - (TYP WHERE TWO-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL SUPPORTING 2 HR FLR/CLG g MC/ALF SEPARATION) BELOW t0 UNDERSIDE OF UNDERSIDE OF FLOOR/ROOF DECK ABOVE,CONTINUOUS THROUGH CONGEALED SPACES. B TYP 1 HR EXTERIOR BEARING WALL - (TYP 1HR 1HR 1HR 1HR CONDITION NOT TAGGED ON PLANS) 1 HR FIRE RATED EXTERIOR WALL - TYPE K, RATED FOR FIRE EXPOSURE FROM BOTH INTERIOR AND EXTERIOR B2 2 HR EXTERIOR BEARING WALL - (TYP WHERE SUPPORTING 2HR FLR/GLG tv MG/ALF SEPARATION) SB SB_ SB_ OKE BARRIER - IHR RATED,CONSTRUCT SAME AS P sP FIRE BARRIER C NON-BEARING WALLS (2x6 TYP, 2x4 oM sP S WHERE SHOWN ON A4 SHEET) y SMOKE PARTITION - NON-RATED 2HR FW 2HR FW D I HR FIRE BARRIER, TWO-HR FIRE WALL CONT.FROM GROUND FLR.THROUGH PER A33a DETAILS CEILING t0 BOTTOM OF ROOF DECK E 2 HR RATED FIRE WALL PER A33a DETAILS F 2x PURR OUT GENERAL NOTES: G 3 V METAL FRAMED FURROUT BEHIND KITCHEN HOOD �O 1 REFER FIRE LIFE SAFETY PLANS (AO.I-A03)AND SHEET A33a FOR DTLS OF FIRE-RE5151TIVE CONSTRUCTION J 2 HR FIRE BARRIER, PER A33a DETAILS 2 DIMENSIONS ARE TYPICALLY t0 FACE OF FRAMING (OR CENTERLINE OF DEMISING K I HR FIRE EXTERIOR BEARING WALL, RATED FROM BOTH WALLS), EXCEPT WHERE NOTED AS "FIN" (FINISH) OR "CLR" (CLEAR), OR AS INTERIOR AND EXTERIOR, WITH TYPE X GYP SHEATHING OTHERWISE DETAILED. WINDOW OPENINGS ARE DIMENSIONED t0 CENTER, DOORS off,,.. -E. 11o C , ARE LOCATED TIGHT TO CORNERS (2 STUDS)UNLESS DIMENSIONED OTHERWISE IFLOOR PLAN KEY NOTES 3. REFER SOUND WALL SCHEDULE FOR ACOUSTICAL TREATMENTS AND STRUCTURAL (D 6"FURROUT (TYP FOR ELEC CONDUIT/PIPE RUNS t0 FLR ABv OR BELOW) FOR SHEARWALL AND BEARING WALL LOCATIONS 7 1 — 4 1 — 14 15 02 4" FURROUT WALL/PARITTION NOTES: 4 / 3O 2" FURROUT(TYP COLUMN PILASTER) I ALL BEARING WALLS,FLOOR, AND ROOF CONSTRUCTION ARE 1 HR FIRE-RESISTIVE d q I'D �+ / CONTRUCTION, PER CONTRUCTION TYPE VA,EXCEPT AS NOTED OTHERWISE BELOW. - N ►� O CABINET DOORS IN FACE FRAME,PER INTERIOR ELEvS ALL NON-BEARING PARTITIONS MAY BE UNRATED,EXCEPT A5 NOTED OTHERWISE. _ `� _ A _ `i' -' 2 ALL SUITE DEMISING WALLS AND RATED CORRIDOR WALLS ARE CONSTRUCTED A5 I I I I 5'-6" y =<W CORRIDOR HANDRAILS PER DTL I9/A7.I1-HR FIRE PARTITIONS. FURR-OUT AROUND FIREPLACE b-VENT (FIRESTOP FLOOR PENETRATION) ------ - -3 SEPARATED MIXED OCCUPANCIES WITHIN THE SAME FIRE AREA, ARESEPARATED 2 FW - HR FW: e = 0 _ VERTICALLY BY FIRE BARRIER WALLS AND HORIZONTALLY BY FLOOR/CEILING E - - - I - - E I I PROVIDE 8" STUD WALL FOR PLUMB1Ws HORIZONTAL ASSEMBLIES. REFER LIFE SAFETY PLAN,FLOOR PLANS, AND RCP FOR RATINGS T O• i 0 4 A 2 HR FIRE WALL DIVIDES THE PROJECT INTO SEPARATE 5UILDING5 TO COMPLY WITH ALLOWABLE HEIGHT AND AREA REQUIREMENTS INDICATED ON COVER SHEET F a co A�F. I 5 CORRIDOR WALLS IN 1-2 OCCUPANCY ARE SMOKE PARTITIONS PER IBC REQ'TS, BUT a, z STAIR "3 00 I 0 ARE DESIGNED AS RATED FIRE PARTITIONS PER WAG REQ'75 PER WA pOH REVIEW. - 0 3007 6 A 1 HR RATED SMOKE BARRIER WALL DIVIDES EA STORY OF EA BLDG INTO TWO I I ; ' 0 �r I L L J 1� SMOKE COMPARTMENTS. H - I� n Q ,- 7 ELEVATOR MACHINE ROOMS ARE CONSTRUCTED 2 HR FIRE BARRIERS MATCHING - - -4,_�ir --------- ---- - --— -¢ �' 21 °' L © © THEIR ELEVATOR SHAFT'S FIRE RESISTANCE. I 6 I - - o - - - - - - - 1..1.2 5 SHAFT WALLS, INCLUDING ALL ELEVATOR AND EXIT ENCLOSURES ARE CONSTRUCTED OF 2HR FIRE BARRIERS WHEN CONNECTING 4 STORIES AND IHR FIRE BARRIERS WHEN o� �zcn `- A CONNECTING 3 OR LESS STORIES. - I I-3c2 -0 4'-2" z'-4' ma 329 I A _ I t-- H.8 I-5c n - I I 32l o- I (D 1-3c1 - �► °� I Wa i 325 0 ° 0 I Ifp N - I I I MECH I 6► 0 ~ N I 3005 a L—�= —_'-- — — — J.5 20 A 0 - _ I 4 6 a L 6, 0 ® 0 0 ® C QC n K 0 57oR �' 3004 +n I I 0 I I I A C E- _ _ _ - - - - - r -i - - - 0G� A L J q I ASA I ---- I I I0 I 6 I © © �4 - Ir 1-6cl 0 r - M325 n - - - - - M REVISIONS: <r la AW I-bc2 _ Q 1 ADDM "1 9-22-14 FMI CORR r I 3001 - I I S I I - r N L� � - - - - = A -�-- C _ - cc% s COMM i 3003 ® ; I zp Q ►n 1- ® 00 0 ® 5'-0'I C � u JAMES CLAR ON A A - I zn Im I 0 � I SALEM, OREGON 9 6 I a ----- r1 4 6/30/2016 -- �� ELEC _.. - - - - - - - L P.4 - I OF lO I I n I I 3002 mc 1I F I I PROJECT TITLE: M � i Q I� - I 1 6 _..._ I 1-3c1 n 0 324 on L 6' = m a— WINDOW SIZES 0 ® E D -� - 20 � +- �, 1--0 4' 2 E_4' --- H A -- 4-6 A�.I - - R.8 - ------ ---------- ---- --T - --- Cl L , ! � S N ,-i u I + o - U STAIR 02 I I A p _ I pJ`. _ - �' S 3006 3006 i a:-- 0 I WC1 F—I v 1-4cC9 o (� 8' 322 rn 9 0 I © ° I Iin u F �� - r t` � �' T I 9S_-_ 9S 9S 8S 8S � t T Oi I � Q 12CD , 4714 t r _ Owl Q E" z ..�0 ___._._._......_........ ___.__.... I M 1.4 1 E L .. .. ii - 0.�..[ \ .I_ r It i E .,.... O O O 1� I3 1. e B M � ' SN ~O N N SHEET TITLE: 00 0 THIRD FLOOR fo THIRD FLOOR BUILDING 11B'f M r3 1 BUILDING `111131? A DRAWN BY: SHEET: A23b SCALE : I/5" 1'-0" SDE/JTSKI � Q QQ PROJECT#: � 1403 A2.3b KEY PLAN DATE: 7.11.14 L s M 11 11.4 11.6 13 21 1.4 1.6 22 w c, V1 rn r0 o M 00 aO M e., I I I I I I I M I — — — — — — — — —— — — — — �III I I I I I I I I I I I I I 2 2.7 2.9 3 5 I i i i O ' • - -�lr� - - - J A.6 - - - - - - - - - - - - - - - - - - - - - - - 11 6 -01131 -0 11 -0 -0 I I I -0 I-0 I -0 6 -0 11 1. 11 I I I I I I I I I I kg> I I I I O I _ B B - - I - - - - B I I - - I - - I J = LJ cn dl L.... In cq - - ZIA A-be 349 C I = 344 I — cp u I N 158'-6" 6' c' C U LJ LJ ® 0 ® - _ 22'-811 15'-10" C31-311 ll'-0" 10' 0" Il'-0" C31.311 11'-10" --- r i4'-011 II'-1" 1'-111 1'-11" 1'-II" 4' " 4'-6" ro'-0" -6" ,-6" 6'-0" 51-0" 5'-01' 6'-011 1_/ 1, 1_6" 61-0" 4'-b" 4 9" 5'-Il" 5'-II" 4'-1" 14'-4" 14'-0" 8'-911 � 4'-0" j G — ED A LI G Q ® 0 I A `r I 0 0 0 19 I 0 (d 0 O ACIS -4cr _ — — — — 1 eA - ® 0 ' 348 �� ' I0,11 1 i � I I I ' 345r JL=3 0 - - - I - - - DI 13 -I - _ 13 13 13 13 - - - - - - - - - - - - - Q I C I 0 cn I A5.4LC _ ' 0 I G A , G IMP --! --- ' --- u I A i LAUN. i u c A I u --- !-- u 4'-011 A u I 3018 I I A --- 41-0111 0 U I CORK I I - - 0° A-lb I 61 _ C A A-3cr C ITV _ C A- cr 339 ' I 0 _ _ A-2 = 3100 0 ® Q 346 334 ® ® 33 Ip A-2b i _._.._. i Q ® Q ._ A 3016 A-2 a 350 O A ® ticI I C 331 I ® I G I U 3 343 514011- A'i.l L. U = 30 "i I Q w I I G = I Al.l 4 0 A E3 i I I 1 .o ELEC $TOR z -c-comm `� �� ; I - COMM 0 5-6 I z STOR ,¢ i-- ------ ------- -�------------ I 3091 � � � ELE i4 3095 A5.4 3093 ` , e 3011 a5.4 m 3013 3015 - i . ----- ----------------- ---- - -- 1 0 -- — ---1�10 -- -- r 8 o� i i m o o e e 0 i m Q STAIR 01 I I I 0 - - - - - - 8 - - - - STAIR 09 0 Q Q Q m 61 I 301 z ' 0 ' U 3099 i r CORRIDOR I CONDOR Q U I r i 0 3011 U ' I� 0 r i " I l'-0" 1 -6'3'-6" 16'-0" 3092 Q 3069 5'-6" 16'-011 3._/ 1. 11 1,_011 111 6' I 1 N _ CJ 1D 6� Icr\ r- _ I I G Q Q I C I_ C.6 HR Hi HR HR HR - HR HR HR HR H fl HR HR HR HR - - HR R HR HR HR HR HR HR R 0 - T cd I I C STOR C 0 4 O e O z STOR C I .► MECH z `----�---- ---------------- N ------ ----- 3098 3096 A5-¢ STOR W W LLII I I I _ I A5.4 3012 MEG X14 1 ,� N ............ m I u' 0 g 30941 ® I i ' `\ D W I ® I I ® 3014 A I m s A _ _ - A-2 AO Q A ® ® Ecn 351 A-3b 336 Q 0 a::1 342 e - -' I I I 341 U U I _ � I � c G I � A I I A-1b u --- _ C A 338 � ---I I I � A A I A I --- iL) ccl _ 13 A-3cr I I A-3cr REVISIONS: I ' Q I I 0 13 I m �t (p 333 332 ap v _ d1 I II G A I — � QADDM"1 9-22-14 I 13 13 � 13 13 13 13 I I I I = Q _ A-4cr i - _ - „ , I I I i A-4cr I I ® I II'-1" 1'-1" l'-2" 1'-2" 5'-3" II_ = I ® ® I 1 -61 9'-8" 5'-11" 4'-1" 14'-4" 14'-0" 8'-9" 4'-0" 352 — 0 - 0 — ® C — jin — ® I 2 ``—� 0 CORRIDOR 0 340 0 i 1 A I I -' 22'-8f1 14'-4" 6'-9" . ..' I 3060 I ;' ll'-1" 451-8" m I A i 0 2itI I I _ `Yl ' w 43'-9" — o o C 62'-9" L cel Q I I r I ® n 7 1 - — 4 1 14 15 16 18 ® G r – N A-lfw '� N A N A-lfw kc JAMES CLAR ON 6, I 331 A _1 330 _ m �' C _ A-be _-- I I I I 5'-6" 0' ' I I _-- I A-6e I �' IQW ' - 341 �, SEXPM6 OREGON _ _ /30/2 �J I - - E 0 0 I I I O� I I OF 10 i i T O I _ _ _ I _ _ _ OF PROJECT TITLE: N 13 13 0 cA I ppp, I � F I I F I I r I I 13 I < I z STAIR 03 00 i 0 5'-0" 14'-0" l'-0" 5'-0" I _ - D 3001 �I I �_ _ 5'-0" 1'-0" 14'-0" 5'-0" N I _ i i i I - I TrL J 6'-0" 31'-011 11'-0" '-0' H - l= n 0 �' r -0' II'-0" 31'-0" 6'-011 cx Ir F 1r --------- - ---- ?� --- _�- ' 0 © 21 , WINDOW SIZES 501-011 1 _ _ _ _ _ - - - I 501-0" � a<. a. A __. r!14 . ... ....•� 0 -211 _41 '.. �f I' I 21 1. 1.5 22 I ji KI VI `1 _ O -- . ....... - - - " nH. c GENERAL NOTES: + 0 1 REFER FIRE LIFE SAFETY PLANS (A0.1-A03)AND SHEET A33a FOR DTLS OF WALL TYPE SUMMARY >_ FIRE-RESISITIVE CONSTRUCTION tto REFER OVERALL PLAN SHEETS (A2.1, A22, ETC)AND CONSTRUCTION ►--+ :~ 2 DIMENSIONS ARE TYPICALLY t0 FACE OF FRAMING (OR CENTERLINE OF DEMISING KEY NOTES ON A3 SHEETS FOR DETAILED WALL CONSTRUCTION UP WALLS),EXCEPT WHERE NOTED AS "FIN" (FINISH)OR "CLR" (CLEAR), OR AS REQUIREMENTS Q OTHERWISE DETAILED. WINDOW OPENINGS ARE DIMENSIONED t0 CENTER,DOORS THIRD FLOOR = p ARE LOCATED LIGHT TO coRNERs l2 STUDS)UNLESS DIMENSIONED OTHERWISE _ 1 BUILDING ,r C® ALL FRAMING I$ 2x6 16"oc EXCEPT WHERE NOTED OTHERWISE ON In " FIRE RESISTIVE FLOOR PLAN KEY NOTES STRUCTURAL PLAN AND WHERE 2x4 FRAMING IS SHOWN ON UNIT PLANS °i 3. REFER SOUND WALL SCHEDULE FOR ACOUSTICAL TREATMENTS AND STRUCTURAL A23c (A4 SHEETS) Q z FOR$HEARWALL AND BEARING WALL LOCATIONS CONSTRUCTION LEGEND SCALE : 1/8 ' 1'-0" 0 6" FURROUT(TYP FOR ELEC CONDUIT/PIPE RUNS TO FLR ABY OR BELOW) A TYP I HR RATED BEARING WALL ( Q SEE ALSO, DETAILS, SHEET A33a O 411 FURROUT CD ¢ z WALL/PARITtION NOTES: A2 2 HR RATED BEARING WALL - (TYP WHERE - Z �- - v ~~ 1 ALL BEARING WALLS,FLOOR,AND ROOF CONSTRUCTION ARE 1 HR FIRE-RESISTIVE TYPICAL TYPE A OR G WALL, AS NOTED ON PLAN 03 2"FURROUT(TYP COLUMN PILAStEI� SUPPORTING 2HR FLR/CLG >9 MC/ALF SEPARATION) ~ w a CONtRUCtION, PER CONTRUCTION TYPE VA, EXCEPT AS NOTED OTHERWISE BELOW. TYPE A WALLS ARE PROTECTED BY 1 HR RATING x ri rr14 ALL NON-BEARING PARTITIONS MAY BE UNRATED, EXCEPT AS NOTED OTHERWISE. O CABINET DOORS IN FACE FRAME PER INTERIOR ELEvS Q 1 HR FB 1 HR FB B TYP I HR EXTERIOR BEARING WALL - (TYP 2 ALL SUITE DEMISING WALLS AND RATED CORRIDOR WALLS ARE CONSTRUCTED AS — ONE-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL CONDITION NOT TAGGED ON PLANS) 3: 1-HR FIRE PARTITIONS. O CORRIDOR HANDRAILS PER DTL IS/A1.1 3 � BELOW t0 UNDERSIDE OF UNDERSIDE OF FLOOR/ROOF DECK o 3 SEPARATED MIXED OCCUPANCIES WITHIN THE SAME FIRE AREA,ARE SEPARATED ABOVE, CONTINOUS THROUGH CONCEALED SPACES. 2 HR EXTERIOR BEARING WALL - (TYP WHERE o 6 FURR-OUT AROUND FIREPLACE b-VENT(FIRESTOP FLOOR PENETRATION) B2 VERTICALLY BY FIRE BARRIER WALLS AND HORIZONTALLY BY FLOOR/CEILING SUPPORTING 2 HR FLR/CLG 9 MC/ALF SEPARATION) N O o M O p 2HR FB 2HR FB HORIZONTAL ASSEMBLIES. REFER LIFE SAFETY PLAN,FLOOR PLANS, AND RCP FOR — TWO-HR FIRE BARRIER FROM TOP OF FLOOR/CEILING ASSEMBL O PROVIDE 811 STUD WALL FOR PLUMBING SN RATINGS BELOW TO UNDERSIDE OF UNDERSIDE OF FLOOR/ ROOF DECK o 4 A 2 HR FIRE WALL DIVIDES THE PROJECT INTO SEPARATE BUILDINGS TO COMPLY C NON-BEARING WALLS (2x6 TYP, 2x4 SHEET TITLE: o ABOVE,CONTINUOUS THROUGH CONCEALED SPACES. WHERE SHOWN ON A4 SHEET) Y N WITH ALLOWABLE HEIGHT AND AREA REQUIREMENTS INDICATED ON COVER SHEET cu O !HR 1NFi 1F�Z 1NE; O A00. I HR FIRE RATED EXTERIOR WALL - TYPE K, RATED FOR FIRE THIRD FLOOR � 5 CORRIDOR WALLS IN I-2 OCCUPANCY ARE SMOKE PARTITIONS PER IBC REQ-TS, BUT D IHR FIRE BARRIER PER A33a DETAILS °i ARE DESIGNED AS RATED FIRE PARTITIONS PER WAC REQ'TS PER WA DOH REVIEW. EXPOSURE FROM BOTH INTERIOR AND EXTERIOR i� 6 A 1 HR RATED SMOKE BARRIER WALL DIVIDES EA STORY OF EA BLDG INTO TWO E 2HR RATED FIRE WALL PER A33a DETAILS BUILDING C o SMOKE COMPARTMENTS. SB SB SB SMOKE BARRIER - 1 HR RATED, CONSTRUCT SAME AS F 2x FURR OUT q 1 ELEVATOR MACHINE ROOMS ARE CONSTRUCTED 2 HR FIRE BARRIERS MATCHING FIRE BARRIER DRAWN KI SHEET: THEIR ELEVATOR SHAFT'S FIRE RESISTANCE. sP sP sP G 3 " METAL FRAMED FURROUT BEHIND KITCHEN HOOD sDEATSKI t w SMOKE PARTITION - NON-RATED o Q Q 8 SHAFT WALLS, INCLUDING ALL ELEVATOR AND EXIT ENCLOSURES ARE CONSTRUCTED J 2HR FIRE BARRIER, PER A33a DETAILS PROJECT#: OF 2HR FIRE BARRIERS WHEN CONNECTING 4 STORIES AND IHR FIRE BARRIERS WHEN 1403 A2.3 c vJ W 2HR FW 2HR FW CONNECTING 3 OR LESS STORIES. TWO-HR FIRE WALL CONT.FROM GROUND FLR THROUGH K I HR FIRE EXTERIOR BEARING WALL, RATED FROM BOTH KEY PLAN Q CEILING t0 BOTTOM OF ROOF DECK INTERIOR AND EXTERIOR, WITH TYPE X GYP SHEATHING DATE: � � w 7.11.14 0 A3.1 s R M 2c 2c � M 11 11.4 11.6 13 21 1. 1. 22 �4 oMoc ' O M VERIFY I °o OVERFLOW DRAIN STRAINER BASKET I _ ' °amu' o I I I FLASHINGROOF DRAIN STRAINER A A — — — — — — -— — — — - - - - - RA ER B SKEt u' FLASHING 2 2.7 2.9 - - t FLASHING CLAMPING RING ROOF DECK73 DECK FLANGE FLASHING CLAMPINGI A.8 -I - - I- - - —_ — — _— _ — _ — — _ — — _ — — - I - ; I - —� I - A.8 •y — ROOF DECK � - B I B - - I— ' � - B O NEOPRENE FLEX. BELLOWS - - - - - - - - - - - - - - — - - - - - - - I I I I DECK FLANGE NEOPRENE FLEX. BELLO E I I I 1 PIPE TO DAYLIGHT AT 2x4 BLKG B TLLN TRUSSES 4 ❑ •� NOTICA5LE LOCATION ABY 4 BELOW DEPRESSED PLYWD.FOR DRAIN - BOX OUT PER OF DRAIN ROOF TRUSS TYP. PIPE TO STORM DRAIN ROOF DRAIN DETAIL � _ _ _ 44 - I _u V-01' I I - - - - SCALE: 1/2 = Ms/m'1TMPIQOT/6m0MLSHG/0'16®0 ROOF DRAM DETAIL I I O I I I I I I I I I I I I I 12 J - - - - - - - I - - MECHANICAL al/8 � ' O WELL SIDE :: . L TRUSSES --- ----- - --------- --- --- --------------------------------- --- ------ ----- ------------ F -------- - WATERPROOF�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- (i.6 - 1 1 I I I Ci.6 - - I FASTENER \�MTL CAP FLASHING TRUSS WE5 OR ADD'L I i i I I w/CONCEALED CLIP BRACING 2x4 RAIL I HARDIE-PANEL W/ 1x3 BATTEN I I I AT JOINTS TYP EXT WALL — CONSTRUCTION " PLYWD w/ WEATHER MEMBRANE, ON 2x SUPPORT I I I — — — F-1 11 ; BOTH SIDES E21-011 I METAL DRIP FLASHING I I I I I I I I I 0- EXTERIOR I i I 2b oz � ��' I I I I I 7 1 I 11.41 i11.6 1 14 15 16 18 I I I TPO ROOFING, �r PER MFRF DTLS uu ALIGN SIDING W/ — — I I I I 2HR FW 2 FW ADJACENT WALL 2x SUPPORT I 1„1 E �— a GORRIDOR �- - - - - - - - - - - IIF I I - - - - O INSULATION I I - - IF F I I M PARAPE CAP FLASHING CATWALK CONSTRUCTION I I 6 SCALE: 2"=1E-0" m,/draft► o ects11102 colo r It/detalls/0'1600 parapet ° _ G - - - - - - - - ^9� J sp/per p pet p SCALE: I 1 -0 M:/06Wp�PLB/III�N/06111 CAtwALK 2a T I _ _ _ _ I _ _ I LJ P � 1 J.5 20 CLADDING - CONTR. OPTION E _ _ I_ i , E METAL CAP FLASHING - - - - - - - - - 2a SIDING t0 MATCH ADJACENT 4 6 ; 1 n EXTERIOR ELEVATION FINISH Klook - - - L__ FLASHING PER ROOF MFR EXTEND ROOF MEMBRANE TERMINATION DETAILS I 2 VERTICALLY 18"MIN ROOF DRAIN 4 OVERFLOW 1 PER MFR DETAILS PLYWOOD CRICKET (PER PLAN) 1 i ' NIP I , METAL FLASHING A3.1 M I 1 _ I M J MAINTAIN MAX CAVITY VOLUME AND - I- - - - - 1 - - - - DIMS t0 MEET SMN KLER EXCEPTIONS 2b I 2b N I � L �' AN ROOFING SYSTEM PER TYP ONSTRUCTION NOTES %�` > \ �(/j_. PAPER P �� P ON A3 SHEETS AND SPECIFICATIONS ,_ _ I ___ __ B 11 I I i I I B REVISIONS: FULL DEPTH BLOCKING/FRAMING W/NO 2a - - - - 1- - - � - - - 1 - - - - - - - - - - - - + 2a CONTINUOUS CONCEALED SPACE I I - I = - - P. MECHANICAL WELL MECHANICAL WELL REQUIRING SPRINKLER COVERAGE I 1 I I ; 1 P 11 STANDARD CONSTRUCTION PERSPECTIIVE 12 PLYWOOD CRICKET I I � � 2b SCALE: NTS M�/ffTMFER T/600FLa11�/m7600 MEC44 WELL SCALE. 2 - 1 0 M:/071MPROT/600FLSHG/0'1600 CRICKET R R.1 23 I I POST OR WALL F I I 1 1 F SEALANT TPO SEALING MASTIC TRUSSES 1 I I I FASTENER AND SEALING WASHER .22 JAMES CLAR ON SURFACE MOUNTED - COUNTERFLASHING I li FASTENER AND SEALING WASHER POLY WRAP SECURED TO 2b \�- - \ x.4 SALEM, OREGON ADJACENT 7 1 I ii.i4 11.6 1 17 19 EXP.6/30/2016 STRUCTURE 1 I \ X.6 OF 0� /> UN-HEATED-SIDE PROJECT TITLE: r 1 Y• 4Fr lF! i Z 1 5 1 i a f i i Q R 1 I1 F 3 b TPO COATED METAL i 1 \ O �, ROOFDECK `` 1, _—' -�_:'' v ti r - - L _ — � L - - J II \ ♦ \ Y HEATED-SIDE FULL-DEPTH WET PIPE 4 1 L INSULATION SUPPORT COUNTERFLASHING PIPE PROTECTION SURFACE-MOUNTED COUNTEFLASHING (METAL) 7 ATTIC C WALL COND. SIM) �� ; ; ♦/ '';% 16 SCALE:: 6"=I'-0" m:/drat! o eets/II02 colo s ft/detalls/09600 eomtwflash 17 SCALE: P = 1'-0" M:/06WD1PLS/III?WFF"1/06111 CATUALKC �/ I1 / U rn o �I I a� i U.6 - - - - ------- -- --------------------------------------------------------------- -- _---------------------- ---------- ♦ 23 N + 'o ;+ ~ ,��:;�, SPACER,OR STAND-OFF 5RACKET,FOR STRAIGHT RUN PIPE ♦ K- I 9 W � � . I I r �\ I 1 /� ♦ � O WD TRIM, PER ELEVATIONS — — — I I I I ♦ w v� � u Z E TYP EXTERIOR WALL a� �I I I zi o m oo % r: 1 O k 11.4 11.6 N � o N N f 3 SHEET TITLE: OVERALL 4 A3.1 ! ;.. . ... ROOF PLAN o u 3 TYPICAL DOWNSPOUT S DRAWN BY: SHEET: SHAWN Q SCALE: 3"=1'-0" M-/09TMPROT/600FLSHW09600 DS DETAIL T T 1403 A2.4 A2.� ROOF PLAN PLAN PROTECT!F: 21 KEY PLAN � z a � DATE: ���iii 7.11.14 Z ROOF PLAN KEY NOTES: M � � O RATED ATTIC ACCESS MIN. 22"x30" PER ASTM-E 119 OR UL 263 M OM000 00 2 48" OVERHANG. c ^ "12OVERHANG I \ 3 N o \ O 03 I - Mv� aw -1 r - - - - - - J 4 I COORDINATE TRUSS DESIGN FOR CEILING POP-UPS / VAULTS. ISED 12" i' 31 I RAKE ® LOWER ROOF PER 20/A3.4.KNEE BRACE PER ELEVATIONS. O (D SINGLE PLY TPO ROOFING DOWN SPOUT CONCEALED WITHIN PORTE COCHERE COLUMN •M - - - J -J TERMINATE WITH APPROVED 'COW'S LONGUE" SEE SHEET A3.0 Vj OROOF DRAIN AND OVERFLOW DRAIN PER 2, 11 4 18/A2.4 EXTEND I HR SMOKE BARRIER THRU ATTIC O I CATWALK PER 1/A2.4 3 STANDARD HEEL O r----------------- ------ ---------------- - -----_. _______.__________________-_-___ NOTES Z L--------------- ----- ----------------------------- _.---__.---_______-_---_.._..----._._._._-__.._.___.. I. REFER DETAILED ROOF CONSTRUCTION KEY NOTES ON A3 SHEETS 'I 1i - -............... ...... ..........................._ ..._ ....................._._ _._ . O 2. CAL SLOPED - - - - - _ __ _ _ 3. TYPIFLAT ROOFING ROOFING NGLE PLCOMPOSITIONY � EXTEND UP ROOF WELL WALLS 18 1 4. TYPICAL ROOF OVERHANG 15 24" UND. 1 5. TYPICAL SHINGLED ROOF SLOPE 15 4A2 UND 6. PROVIDE COMPLETE ICE E WATER SHIELD UNDER SHINGLED ROOFS LE55 THAN 4:12 SLOPE. 1. PROVIDE 12"h HEEL ON TYPICAL ROOF TRUSSES FOR FULL DEPTH INSULATION 8. PROVIDE CATWALK AND ATTIC ACCESS AS SHOWN ON DRAWINGS 9. LOCATE PLUMBING VENTS,EXHAUST VENTS,FANS ,ETC ON BACK SIDE OF ROOF - - - -i WHERE POSSIBLE 10. COORDINATE ROOF WELL LAYOUT, INCLUDING ROOF SLOPES AND CRICKETS, w/ GH D 11. PROVIDE CONTINUOUS RIDGE VENTING AND SOFFIT VENTING PER NOTES AND DETAILS. 12. PROVIDE 6" GUTTERS w/ 2x4 DOWN5POUTSt CONNECT DOWNSPOUTS TO STOW DRAIN SYSTEM PER CIVIL, UN.O. 13. ALL DOWNSPOUTS TO BE LOCATED AT BUILDING CORNERS WHEN POSSIBLE. DOWNSPOUT TO BE INSTALLED ON THE CORNER TRIM - PAINT t0 MATCH r - -- - - - - r - -- - - ,' CORNERTRIM. JAISED 12" I l ___.. II 14. PROVIDE CORNER DIVERTERS AT GUTTERS AND MTL FLASHING AT UNDER UPPER-STORY DOWNSPOUTS. 15. ROOF HATCH DOOR5 INSTALLED PER MANUFACTURER REQUIREMENTS AND t0 HAVE PERMANENT METAL LADDER INSTALLED AT ALL LOCATIONS. /i I 16. PROVIDE ROOF ANCHORS AT RIDGE APPROX 20' oc_ __ __............................... ' IT CURB AND FLASH ALL HVAC EQUIPMENT PER ROOF MANUF'R REQUIREMENTS ' 1 AND DETAILS �...... ... ......................................_............................... 23 ROOF PLAN BUILDING "A" AL4a SCALE , 1/8" = l'-0" X 7 `7 I l \ \ j r � I BELOW _..............._._.._......._._............_ 4 N - N I 7 1 I 11. ; 11.6 1 17 J I 3.1 2 I I ; I I 2 / / / - / ' O \ REVISIONS: (4,e �/ -3 I / 3.1 3.1 I i ; I 3.1 3b , / RAISED 24" 3.1 L I I - / y JAMES CLARY ON SALE OREGON EXP.6/30/2016 \ 14 OF PROJECT TITLE: \ I I \ l \ C4 \ I I I I / N b - - - - - - - - - - - - - - - - - - - - I I - - - - - - - - - - - \\/� I 10 ---------------------------------------------------------_-----_-----_-----_-----_-----_-----_-----_ - - - __ _----_-----_-----_-----_-----_--------- _-------------------- ' U u I ���\ / 0 d I L- - - - - - - - - - \- x .............................. _..............................................-.-..- 1 l I I Z 1 1:4 cd 1� In ' I I 2bo N O O 0 o I O I B W - - - --�- - EEL +3 _ _ _ _ EEL +39 ' _ W 3b - I ROOF PLAN ENLARGED ti SHEET TITLE: � _ r _ � � `0 � - - - - � - - - - � - - - - � 1 BUILDING "A" ROOF PLAN ATTIC VENTILATION: 24,123sft/300 = SZsf REQ'D o ami (5051. HIGH = 41sf R_Q'D). PROVIDE APPROX 1) 11 Al.4a SCALE : 1/8" a 1'-0" BUILDING "A" 3 418 if RIDGE VENT e.1 of/LF = 48 of, rj O �j A O °Rnwrr BY: SHEET: AND 950 LF SOFFIT VENT Q.16>3f/LF =152 of. sxnwrr Q 2 SUPPLEMENT HIGH VENTING w/ LOW PROFILE G1 3.1 ROOF VENTS ON BACK SIDE AS R-Q'D CIO11.4 11.6 PROJECT1403 F A2.4a W KEY PLAN DATE:3 7.11.14 ROOF PLAN KEY NOTES: rn RATED ATTIC ACCESS MIN. 22"x30" PER ASTM-E In OR UL 263 �'O 110 00 ;:l rn 00 0 ,-,W) O 48" OVERHANG. o O m C5 O12" OVERHANG to Qj OCOORDINATE TRUSS DESIGN FOR CEILING POP-UPS VAULTS. ORAKE 0 LOWER ROOF PER 20/A3.4.KNEE BRACE PER ELEVATIONS. O SINGLE FLY TPO ROOFING 4 ODOWN SPOUT CONCEALED WITHIN PORTE COCHERE COLUMN •19 TERMINATE WITH APPROVED 'COW'S TONGUE" SEE SHEET A3_0 Vj OROOF DRAIN AND OVERFLOW DRAIN PER 2, 11 4 15/A2.4 EXTEND I HR SMOKE BARRIER THRU ATTIC, PROVIDE 20m1n \., ` I3 N O RATED,30>(24min DOOR/ACCESS TO SMOKE COMPARTMENTS \ � - /�'k4 3 2b CATWALK PER I/A2.4 JA 5 ) 7 1 4) ! 111.6' STANDARD HEEL O ..................... STANDING BEAM MTL ROOF 12 I IN I I I I � O 2HR 2HR 2HR FW 2HR FW 2 2 iR FW 2HR FW 2HR FW EHR FVV/�2HR FW 2HR FW E 2HR FW E NOTES 1. REFER DETAILED ROOF CONSTRUCTION KEY NOTES ON A3 SHEETS 2. TYPICAL SLOPED ROOFING 15 COMPOSITION SHINGLE UND. .3. TYP FLAT ROOFING 15 SINGLE FLY TPO - EXTEND UP ROOF WELL WALLS 18" F 4. TYPICAL ROOF OVERHANG 15 24" URO. 5. TYPICAL SHINGLED ROOF SLOPE 15 4.:12 URO I (o. PROVIDE COMPLETE ICE 4 WATER SHIELD UNDER SHINGLED ROOFS LESS THAN 4:12 SLOPE. 1. PROVIDE 12"h HEEL ON TYPICAL ROOF TRUSSES FOR FULL DEPTH INSULATION L -1 8. PROVIDE CATWALK AND ATTIC ACCESS AS 544OWN ON DRAWINGS 9. LOCATE PLUMBING VENTS,EXHAUST VENTS,FANS , ETC ON BACK SIDE OF ROOF 02] WHERE P05515LE T_ H.2 10. COORDINATE ROOF WELL LAYOUT, INCLUDING ROOF SLOPES AND CRICKETS,w/ MECH DWGS. 2a I 11. PROVIDE CONTINUOUS RIDGE VENTING AND SOFFIT VENTING PER NOTES AND DETAILS. O v I I i I T , za 12. PROVIDE b" GUTTERS w/2x4 DOWNSPOUTSt CONNECT DOWNSPOUTS TO STOW DRAIN SYSTEM PER CIVIL,U.N.O. 13. ALL DOWNSPOUTS TO BE LOCATED AT BUILDING COWERS WHEN POSSIBLE. DOWNSPOUT TO BE INSTALLED ON THE CORNER TRIM - FAINT TO MATCH CORNER TRIM. 14. PROVIDE COMER DIVERTERS AT GUTTERS AND MTL FLASHING AT UNDER UPPER-STORY DOWNSPOUTS. - _ _ - - - - — - — - — - — - 15. ROOF HATCH DOORS INSTALLED PER MANUFACTURER REQUIREMENTS AND TO v \ \ \ I , HAVE PERMANENT METAL LADDER INSTALLED AT ALL LOCATIONS. 1(0. PROVIDE ROOF ANCHORS AT RIDGE APPROX 20' oc- IT CURB AND FLASH ALL HVAC EQUIPMENT PER ROOF MANUF'R REQUIREMENTS <$ ---- ------ .4 FOLLOW SPECIAL INSTALLATION PROCEDURES IN MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND/OR TECHNICAL BULLETINS C12 � NECESSARY FOR LOW-SLOPE SHINGLE INSTALLATION. /........ J.5 T 2 20 y^Ellu, — - - — - - 0 - I 4 6 r-1 - - - - - - JL -- - - - - - - ,0( F IL------ K F -1 L - - - J - i �I M—— - — - — - — - — - ire, Li �A�4 311:12 F 13.4:12 3/412 . ......... M _ i - - \- - \- - - - i \A m 4 to .......... ............ REVISIONS: FF 1 N LJ QADDM 9-22-14 - - - — - — - — - — - — 63 1 1 1 Rr ........... .2a ATTIC VENTILATION; 16,191sfiI300 E?4of REQ'D -------------- - — - — - — - — - - 74- PA (!50% HIGH = 21of REQV). PROVIDE APPROX 12- JAMES CLAR ON 3(oEp If RIDGE VENT 6.1 of/LF 31 of, AND 605 LF SOFFIT VENT 6.1(oaf/LF cilef. SUPPLEMENT HIGH VENTING w/ LOW PROFILE ROOF VENTS ON BACK SIDE AS REQV F- ----------- m. SALEM, )REGON L r=XF & 012016 R I __TT_T__ l_ - — - — - — - — - In TF-i i E R.1 PROJECT TITLE: - — - - — - — - - — 74!2a 200 0 r - — - - — - - 4 �2a 21 ........... R.8 C12 ZAA �A u 0 I C3 N 1 .2 + u 0 �9 5EL u 0 00 Ln o ow r u C) 0 114' 1,4 7 (11-611 K_ > C) ;J 4 CD c Js ---------- rn > M 0 CD 0C C) SHEET TITLE: ENLARGED 0 BooFPLANROOF PLAN UILDING 111311 F_ m 0 ��iBUILDING 'B" A DRAWN BY: C) SHEET: SHAWN \A! SCALE 1/8" 1'-011 id PROJECT#::: A o �2:H E A INSTALLATION ATION RO ES L ST LL P CEDUR R' R INSTALLATION P NT r 0 T C Ir R E 14N _A 5ULLETIN5 L LOW-SLOPE r SHINGLE F IN INSTALLATION. �z < 1403 A2.4b KEY PLAN DATE: 7.11.14 NOTES ROOF PLAN KEY NOTES: M t/'1 -- I. REFER DETAILED ROOF CONSTRUCTION KEY NOTES ON A3 SHEETS c 2. TYPICAL SLOPED ROOFING IS COMPOSITION SHINGLE UN.O. RATED ATTIC ACCESS MIN. 22"x30" PER ASTM-E 119 OR UL 263 3. TYP FLAT ROOFING 15 SINGLE PLY TPO - EXTEND UP ROOF WELL WALLS 18" 0 -d M 0000 4. TYPICAL ROOF OVERHANG IS 24" UN.O. o ,W) 5. TYPICAL SHINGLED ROOF SLOPE IS 4A2 UNO O 48" OVERHANG. r c M 6. PROVIDE COMPLETE ICE t WATER SHIELD UNDER SHINGLED ROOFS LESS THAN °o p t o) 4:12 SLOPE. I. PROVIDE 12"h HEEL ON TYPICAL ROOF TRUSSES FOR FULL DEPTH INSULATIONO 12" OVERHANG v� 8. PROVIDE CATWALK AND ATTIC ACCESS AS SHOWN ON DRAWINGS 3 .4 CFJ . 9. LOCATE PLUMBING VENTS, EXHAUST VENTS,FANS ,ETC ON BACK SIDE OF ROOF WHERE POSSIBLE O COORDINATE TRUSS DESIGN FOR CEILING POP-UPS / VAULTS. 10. COORDINATE ROOF WELL LAYOUT, INCLUDING ROOF SLOPES AND CRICKETS, w/ MECH DWGS. 11. PROVIDE CONTINUOUS RIDGE VENTING AND SOFFIT VENTING PER NOTES AND O RAKE 0 LOWER ROOF PER 20/A3.4.KNEE BRACE PER ELEVATIONS. DETAILS. 12. PROVIDE 6" GUTTERS w/ 2x4 DOWNSPOUTSi CONNECT DOWNSPOUTS TO STOW O SINGLE PLY TPO ROOFING DRAIN SYSTEM PER CIVIL,UN.O. (p 13. ALL DOWNSPOUTS TO BE LOCATED AT BUILDING CORNERS WHEN POSSIBLE. DOWNSPOUT TO BE INSTALLED ON THE COMER TRIM - PAINT TO MATCH O DOWN SPOUT CONCEALED WITHIN PORTE COCHERE COLUMN •N COMER TRIM. TERMINATE WITH APPROVED 'COW'S TONGUE" SEE SHEET A3.0 14. PROVIDE COINER DIVERTER5 AT GUTTERS AND MTL FLASHING AT UNDER UPPER-STORY DOWNSPOUTS. ROOF DRAIN AND OVERFLOW DRAIN PER 2, 11 E 18/A2A O 15. ROOF HATCH DOORS INSTALLED PER MANUFACTURER REQUIREMENTS AND TO S HAVE PERMANENT METAL LADDER INSTALLED AT ALL LOCATIONS. S 16. PROVIDE ROOF ANCHORS AT RIDGE APPROX 20' oc_ R 2c 11. CURB AND FLASH ALL HVAC EQUIPMENT PER ROOF MANUF'R REQUIREMENTS 2c 9 XTEND I 2 SMOKE BARRIER THO ATTIC, PROVIDE 20T AND DETAILS tED,30X4m(n DOOR/ACCESS t0 SMOKE COMPARTMENTS Q O •0 CATWALK PER l/ �1 4 ' 11 11.4 11.6 13 3b I 31 21 1.4 1.6 STANDARD HEEL 22 Nwe1 1 1 I 1 o1 , 1 ' , 1 - - - - - - - - - - - - - - ATTIC VENTILATION: 28,103sFi/300 = 94sf REQ'D I ' (509. HIGH = 47sf REQ'D). PROVIDE APPROX 598 If RIDGE VENT 0.1 sf/LF = 60 sf, I I AND 1,039 LF SOFFIT VENT GJ(6sF/LF #66 af. I SUPPLEMENT HIGH VENTING w/ LOW PROFILE i ROOF VENTS ON BACK SIDE AS REQ'D 2 2.7 2.9 3 5 - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - A.6 UA. I I I I I I I I - I - - - - - - - - - - - - - - - - - - - - - - - I I I - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - A.8I A.8 I I I I I I I , I J - - LJ B I I I I - - - - - - I -J_ - - - - I O I 1 RAISED 8" I I I I 3 3.1 I I ' I - � I 3.1 3.1 I O F_ 7 I I I L I 3 J RAISED 8' J -�_ 3.1 I cl I i j -- -- - - - - -- I I I - - - - C I I I I I I I I i I I I I I i REVISIONS: I I I I I 2 I I 1 1 ADDM 9-22-14 10 N I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - I , ---� r-- --------- ------------- ---- ------------------ -- -------------------------------------------------------------- - - r-- - ----------------------------- --- --------------- ------------------------- ------- -------------------------- --- I � I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - C.6 _ I g I I I I I I JAMES CLAR ON SALE , OREGON EXP.6/30/2016 - I I I I I - - - - - - - - - - - PROJECT TITLE: N bq I I I I I i I I I N 3 I , , p - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - D o 4 I ' 4 a 3.1 N I I 3 m I I I 3.1 .2b 7 1 i 11.4 11.6 12 14 15 16 18 - �- o u O I O v I I I + I RAISED 8 I O I I RAISED 8 1 1 1 (P I I II 0 Q+ I I I I I J J I m bA �p I N - - - - - - - - -- HR 2HR FW 2HR 2HR FW 2HR FW 2 2 R FW I 2HR FW 2HR FW HR FW 2HR FW 2HR FW 2HR FW 3-1 a M ........... t N 1 N - - C �--+ ..._ .. .. ... ..... ...... ,� ........... .... ..... .... ....... .... ... i ............ ._. .... ............_. ......_._._.... ..........._ / ... ... .. ......._....... '. \tel ^, I % W -p M f+1 C• " �I I E i 3 i � !' I......1 � / i 1 �f= - - - - CD 2a , N N ' ' SHEET ENLARGED ---- /' E � I � '1 N N I = ; i t �' ROOF PLAN --------- _.. -_ - -- - ----------------___ - ----- ---. .- --- �� �'- r' I 1 BUILDING C faw O O .. \\ _ _.._..... iJ_ 1 i r' li I A DRAWN BY: SHEET: 0 SHAWN U) Q o d Q 1403 PROJECT 8: ROOF PLAN KEY PLAN A2Ac BUILDING "C„ DATE: ( 7.11.14 c ISYSTEM, 31'R AT ROOF DECK 2x FRAMING g16"oc. CUT FILL VOIDS w/ INSUL FOR RADIUS 2x10 g RIDGE 2x8 RAFTERS, PER STRUCT r- � ^ .--1 M ----- _ ___L,. I - ,- . . I 9'-011 � rf) --1 M RAFTER T.OB L 7i �c 00 OF DECK w/ t-I-II UNDERSIDE 6 2X12 FASCIA 4p TYP SOFFIT - 5/a3.4 SIM ,- W) RIDGE BEA oc s FACE EXPOSED) L N EXC USE 2x10 WD ,~ 0 o M PROJECT BEAMS 2° IHR RATE TYPE I FASCIA °o p �o� RAFTERS �IBEYOND BEYOND TRIM R400F ILI YERS TY E ASSEMBX GYP CLG}LY 2 Ln g 0 .. GAP W/METAL CAP TYP LAP SIDING cv •--I o SEE A6 SHEETS FOR DETAILS) FLASHING _ w/WD TRIM cn V) a w OPEN OPEN 0 I TYP VINYL BEAM BEYOND r WINDOW OT OF AM VESTIB LE TYP ADHERED INTERIOR,CURVE 5/6 EXTERIOR,CURVE 5/5 . f STONE VENEER MTL ROOF \\ MTL ROOF 2X12 FASCIA 2x6 FRAMED END WALLFF 1� f TYPE EXTERIOR WALL _ - 8.1 FIN.F CONSTRUCTION FIN.FLR 2X12 FASCIAI v w/ B E B SIDINGI L 9: - - - - - - - - - ova - - - - - -- - ----- - ----- - i-,-- O O t _�_-1111_-._ ___.....__. .._._. _. _.. 1111_-_ 1111.1111-1111 1111_. .___ 111:1..: I .. 3 STEEL COLUMN __ _ ---_--- --- ----- I REFER A32 AND A33 SHE FOR DEtAILS/NOTES ON -- 7- - 1 HR RATED VESTIBULE SECTION TYPICAL CONSTRUCTION ASSEMBLIES _� - 1 WRAPS 2 LAYERS I ---...._____ __._._...__.___.__ ._._......-..... ._._.___..._._.___-- 404 TYPE X GYP SHEATHING m , 11 SCALE: 1/4" = 1'-0" 1­1Ij ' C L 'i�,S�1.11 1 o ,R - B YON 4 I I •!�1 II ; (open) 0 I - A �, r 4, cw �� - I I VESTIBULE6 91-011 � x IBER CEMENT PANEL INV tOBi1/f'L �_ 9 1 POOR 0'-011 - - - - -_ _ -f ,-._. -._.__:_._� _ _4 ROOF/CLECxD f ------- r- gyp'._. 2x101 SOFFIT w/ • ...J -_-,._-1111__-_._i.._.__...____._.___._.:1:._.__....._____._..._.____._.__....._..___._- f ------------------------------- FI FLR = APPRO HIGHEST Pt At DRI ( I _ - 211 I __I �" I I PER 4/A3.0, w/ RATED -. ;I1�; ! ` • ............... ..........._..... ................. ............. ----I�-===�1------ 1� ==�L----- 1�_--�1----- 1 i I�,.....:,.�:__ � TA.PEDESTAL F----- i r----- 1 EXTERIOR GYP. SOFFIT I i „� I _ Iy- T-1-11 SOFFIT t0 MATCH WALKWAY BEAMS-CLAD PORT -LOCI-IERE SECTIONS to.FooTIN� PORI COCHERE �' �' SIDES w/PANEL SIDING, 11 11 FORTE C11 C:HERE SECTION I 11 I ry ,�" SCALE: 1/4 = 1 -0 SCALE: 1/4 = 1 -0PQ i i i 1 EXTEND ? BELOW BOT 1 "�F_ of BEAM Baa. 6 2x12 FASCIA I I '; 22 1, i M L---- '------- --------- sNow GUARD L �. N -__ 1 jk 01.011 COMPOSITION SHINGLE ROOF FIN.FLR EXTEND BEAM 411 NOTCH FASCIA 21 COVERED WALKWAYSECTION FRONT ELEV ONLY OPEN OPEN I I 3• SCALE: 1/4" = 1'-0" BEAM BEYOND I I ` � E I I OT OF LONG AM •-' - - - I II II I 1 8 METAL STAND-OFF I I I �� (2)2x10 WD TRIM. 11 TTERS PURR OUT TOP, CURVED I I III I -6 �.--� 25 S/5 MTL I S/5 MTL ROOF I 1 ` TRIM AND LAP OVER CONGEALED D.S. I 3 LOWER F IA I E- �" �u a,.� __L__ 9'-011 _ � _ _ I'll I - �„ _ - T __ -1111.__--_._._- __-_-_.__ BEAM �_ BM/PL w.m ��T _.__.-..__........_....._...................._..................1111...........-_-...........-- _* 1 1 MI <._ _ _� O r _ __ - -------------- - ca Luw a �� i i i. ; = M"fir 1 .. 1--------_.._... -------- I-1"I _ IL � : ��-- - �� a ; ! _ _,� ��am p � � �� ', PNL SIDING CLAD SIDES E PNC/ YP -_ F = r=� ADHERED STONE - r i M. .._...._..........__....._........ .................._____.. _. - e � - I& 1 = - I �- OF BEAM, CAP BEAM �. U- Ill Jam_ -:r _tea 7C >L I' I �b i .. 1111_.--...--...-. _------- q =. '7 1 � I'llw 12 + d i I FLASHING MATCHING _ 8 _ .� ; R X11= r= 1; 1 i I !I -�'�;; TL HEMMED _13,W. I DJS , _. �;::... , .-11. �h_�a� �A . .5 � � I. e l i � I' DRIP EDGE , w�._ l o en) = __ I r_a� ; m ROOF M w/ �� �, - � p = �. _.m-�w _ _ m m : _® _ r _I _ ----w BRASS DS. 4__ If 1-1 �:�.�.�, 1111.. -•- ,�:. �._. _ !� - = NOZZLE - rW. _ _ ,__ _ ��� �z -^ '"^�� 11 1111_ - __ ___- Vit _ _. .W: 1111... _-'S.'"•�. 4. T 1 ``-' - _= m- , w TA.PED SIAL 0'- 0' i j 01.01 011 _ - - _m , _== .p�..,..1' 011 1_ R - - - - F (^ T- �) FIN.FLR I 11FI FLR SLOPE 2% MAX I I I I --I -- v-6" 11 - 211 LI1_ ' LI1- I • ------I�- - ------I ----1�-=_= ------� TA.PEDESTAL -----L F-=-�1----- -----1�=___� 1-----I T.O.FOOTING ' I I I : . . O 0z I - r-6" I COVERED W,4L<W,41' END ELEVATION 7 FORTE COCI-IERE/COVERS WALKWAY ELEVATION To.FooTINCs I --------- SCALE: 1/4" = 1'-011 SCALE: 1/4" = 1'-0" PO TE COC,HERE END ELEVATION 4 SCALE: 1/4" = 1'-0" 3 u �_ 111111111 I ,Ill - _ P 4 l'-6" 38'-0" 2'-0" 6 2'-0" RAFTE SPACING PER tRUCT '-0" _T I 3 F__- 3 ------- -------------Y--------------------------------- LIGHT1211 12" '� ....... I ... ..... ... ........_._........... ......................... I. 1.1.1.1 ......................................... .................. .... . .. ..................... . .. ...._.. ........ .......... -- - - OOM-FINI L -- - ._ BR SH -- - _." , ................... ...................................... _.................. .._......-�.........1111.._1111 ���:�_.-�.._.. __ -__=.----___._:_._.:�.. ...... �_....�---- - --.._........_._^T._.___- :�.�--:1111.. -1111. w/ ---- --_- - ___...___ ..._.__....-...._._........._...---.. -1.1-1--...1_........._.._........... _...........-.._._....._ ............................_._..__. CONCRETE 1111 .- _ __._.__.__.. __ 1111... N ..._. ._. ._._.. .,.___._._.__._____._._._.__. ._,_._.__._._._._.___._.__ _._.___.__________._._.__.____ __._....__.__._._._._._...____._.._... _1_11_________.__1 .. ._..... FRAMED ARCHED ____._._._____._._.___ .__._._._.__._.___-1.111 ___ ._.____._._._____. 1111._.___._..... :___.__ ... SCORED JtS m 0 M WALL PER DETAILS -_ - ----- - ---- - - 11 t --- - 5 , - - - - - - - - - N - - - - - - - - - - N �, --- -______._._.______-_ __._-_______._.__-__ ...._..._._._______-___.__ 1111._-__.--___.__--_ _______-_._.__._.______ ._.--.-_ _._____-_ _ - 1111__ .. 3 2 Q I - - - - _.__..-_....I............. .111 _................. . ........_.......I.....__.....- .............._-._._._.........._._.......... ._.........._...._. ..-_................ _ 1111 ._............ ........................_._... 1-1_1-1. ...... ------------- __ --- __ -- - - ......__._..... ...._.......__._._._._._........ ........ .._.........--............................... _.__...._._._......._...._......_....- ................... . .._ _.......----............................ ........._......_......_........._..._ ..................._........_... .. _...-..._..... 1111.. A r -. 1111 _.__.____.____._.-- REVISED OR COL Np W LL K, III _=11........_._.._._._.... II _-. :: ............. ......................__.. ......._.........__ ....... ......._...............- -.. ._......__ ............................ . .._ ..........._.._......._................... ... .. :: DESIGN AND OVERALL LENGTH 4 - __. _. _._-.__ ___ 1111_ ___. ____._ ---1 :_-._._ _ _. 1____111_ _ _.__ _.___.__._ _ _._.______ ___ ............_._.__.._._._..._.... 1111_ _. ,n I I REVISED TO COORDINATE w/PLAN _..-_- --- 1111 _ _ _ ..1111 .1........111....... ......... .................................. ......_ ........._........_.... ..... .... 11. __. 1111.. 1111 3 ,' I -___ -.-------__ 1111 -_-- ___-- -.-___ __- _ -._------._ 1111._. _.:: I REVISIONS: r---------- -- ------- --I- --- - ---�, ..._ 11 11-1- .....1.....111...__ ...__._.._......_._...__..._.._................__...........-.....__._..................1.1..... 11.................... ...._._._......---- ............__._...._...._...._._........... ,' r _._._..._.___ ._._.__._._._._._._......._................. _ ._......._._......._.___._._.-1111--._-111-1-•-.-.-.----._._......._._.__._._._._... .._._._.........._....-.---._._._...._..._- ___ __1111__-_-_ -_-1111-_ -�-- - _1 I _________.______.____.______________-_____________ ____.__.____________._ -______ ___ _ ____11.1_______1_ ___- O _ __ O 1;7_____, o I _ 1111___ __._ __ _.........._._..............._._._........_................_................................_............_................_................................................ .................. ........................................_._........................ __ 1111_.-_ .-........_._._....._ A M "I 9-22-14 a. 1...... ................ ...........I...... ..... ......... .. ... ....... _.............__......._._ 1111.. .....1.1.11..._................... _ DD `' I I I �' _ - __ 1111__. 1111__._ __.______.__ __ __. _ __ _ COLORED ... _ 1111. -- ' / _._._1111_. ._._,-___,-_ Ill ....... ....................................... ........ ..._... ....--_............................... .,.1.1....1.1.. ..- ... ............ ... ........._._._. .._ 1.1.11.. -.--__ .... _....... ...: mm ............. __. _ - ______ 1111 1111_ II I I I CONC VlI ,, ., RETE, , I r I j -.-.-.-11111_1_11__._._._..__._..._._._._.. 1111_ 1 SCORED 4'oc I -I o FLAGPOLE _.___.___.___._.-_-..-_______._ _ _-- 1111_.--.-- -_._.____ _---- ............................ -----------............ -.1111-111----.11 .......... --1-1.1-11.1-1- ___OWN __._ _-. 1111. _._ ......... __ __ _. _ 1111._.---1- ___.___.__ ._._._._____ _.-._____._.____.__._ _ _. __. _ _ _ ..................................... ..................._._...._..................._................, ........................._._._......._.......................... ......._........................ ............,.....-......--.................................. ......................................................._._.. I ",I I �, r I _ .._.._.........---......_. ..............1.111..._........ ........._ .._111..1.......... _1._._.1 .1....1. _..... ...._ .._ 1111 .._.........._. 1111...................... ................................................. ..._._.......................-................. __.________._____._._.__.__._...._._._._ .__.__._ - - I -���,�>:_ - -; - - �� - - - - - - _.............._ 1111. -_....._....................._..... -- -- _.-_.__.___ 1111_ 1_1_1_ 1_--1_1_1_1_-- --------1_1_11_. 1111.1_111 �:._ 1_1_1_1__,1111_.. I .......... ....._.....-- 3 I ;;" ,r` I1 ...................................._1111-.-._ __.-......................................... G - __ ._ __ _ _ 1111 _.......................__.._..... _.- 1 \ I 1" ,` 8 ...._._.... ......._._....--._...._... ..--........__._..._._........_.._. _. CO W KWA , 1 V,r AL I _- 1111. _.. ... _ ......................-- 3 111_1_- - - - - - - , I ...................................._..,.............................._............I......................_...... . .. t I 9 O 2 , _............._._............. ............_...._........................._.-................ ..............................1111_.-........._.............. ....................................................._...._.... ......._......................................................... ......................-...._._..................._.............. ............................_._................_._._._........ ........................._......................................... .-._................_._.................................._..... ______________ ........._.-1111... I I / SL PE 1111___ - 1111. I ,r" I I I -Z % I I I = 111 ......... ...................................... .._........_....._..........-_.. _ .._._....... ...,.... 1111 .....................................__. 1111 .. 11_11 - - -IIIA - ems - - - - I- - M � __ - - - - - - - - - - - - - - :' .__........_-._...._._.........._._..........._...........................-._................_... _. - �� I - 9 ......_._.......................... ............_._........_...._................_.......I...... ......................._- .................... ................................._............................ ........................_....................................... .........................._..................._............._... ._...................._._......_.............................. .__............._._._......._......I......_................ ......_.................__..._.-................._....... .......1...1.11. I p I __._____-- 1111_._ ___._ ___ _._ I .. a �� I I i ,/f I 3 I ....__................ . . .-1--...... ....... ........ : _..... .. __. ............................... ...1111..._ . ....... . .._-__--_ . .... _ 1111. ........ ._.._ .. .. ._. _______._.__1111. ___.__1_. IIW ,---,-- I _ 1111 I I' 1_1_1_1_- --- ----- X _ _ - __ ---1_1_1_1_-- 1_1_ 1_1_--1_1_1_1_-- ------1_1_1_1_-- ........... 1111_ E D WD BE � ,� .. 1111.. _. __ __.. ......._........._._............__._........._ _._.......______._......._.....__. 111_1_1_111__ __._....... _ __ ...____.........__......._._._........... ...._..._._._._.__..........._ ... 1111. _____._._._. ......._._.....- 1 lS � , STAIN D i i I _11_1_1_---- A .._-_-______ _ ... _ --_- - -------- -- HEAVY TIMBE ------ I _ I I o _.......... __ :... ......_. . . . - .............. MES CLAR ON . _._ J N w/ ____.___._____ __ 1111. _._ 1111 NO ONCEALED S S.-___ _ __ _ 1111_. - _ ......._._......_..__._......__ - ._ I GREE I ,I N It I I I _ _:_ 1111. ..11..11 ...______ ,.=:...-_.........__- ... ......... . _...................... 1'' .:__ 1111..... ..... .1.111 .,1.,1 �..... .................. .-.................... 11.11 ...-.................... ............ ..11-1 _ - 1_ .1.111... I TOOLED J DINTS,, I u 1 - - . ................................._......... _.............. ; III i /i I O -. 1111.. 1111._. 1111-.____._ _ -_____ __1_111__1_111_- _ _._.____._._____-.__._ _.______ __ ::•��-- ---- ASPHALT _._..... 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SHUT-OFF __........_._.__. -._._... ....__ ----- -- 111.1.................� _�._._ u_.-„11.11_ _ _. 1111_: ::�:- .::_.__._.__-_._._____11 _._u.uu:.__.. - -1111__ __..__._____.% �1 --------1_1_1_1_-- 1_1_1_1_ - ---- -----------------------1_1_1_1_-- - ----------------------------1_1_1_1_1_1_ 1_1_--------� 3 3 PORTE-COCHERE b FORTE COCNERE/COVERED WALKWAY PLAN \ �9 REFLECTED CEILING PLAN c SCALE: 1/4 = 1 0 SCALE: 1/4 - I 0 on - 0 N ac ',` l ' I"%'Y /!!'r/ /, /, TYP EXTERIOR WALL / rI .. I 9 L � ? 11i l f0 r_ 3 I STRUCTURAL COLUMN CONSTRUCTION, �' PLYWD �; IL ........_. 11 - _, . - SHEATHING ON 2x6 FRAMING, 1 HR F R PROTECTED r. ;~ 11 / I, i CULTURED STONE VENEER w/WEATHER MEMBRANE CA I\/ / _ ' OVER MOISTURE BARRIER COMPOSITION ROOFING f ii ;,� ii / 1;, 14.1 00 /i 11 ,II A 111 ;`J . ; ; OVER PLYWOOD SHEAT14NG � IN Q 'd SYSTEM OVER I j , I ?4 1 t / r ; 11 / i 1 TYP EXTERIOR WALL - = N - STRUCTURAL PLYWD DECK - =!r I r /" / ;-� ti w/FMISHED UNDERSIDE OF i - . _ __ i; I // i I � ; �xbZZ CLADDING/FINISH PER t-1-11/ 4"oc GROOVING COMPOSITION SHINCsLEB i '''Y = /// 1 1 ' I ,� 11 ADHERED STONE VENEER ; . t �" P'r 8111 F'L4TE ELEVATIONS U C) SYSTEM OVER STRUCTURAL � Q 1 / OVER METAL LATH I I I" BELOW PEDESTAL _ o q . z PLYa� DECK tl t'." PLYWID // jl ;�' OVER MOISTURE BARRIER / 2" At A `_) N 0 w SHEATHING) P PING � m _ ¢ F_ ;/ i K OVER PLYW= SHEATI4MG 1/2" SPACE - NO SEALANT F-+ ci o �' -� __. MTL ROOF ;j I 1 n OVER 2x6 WOOD FRAMMG -�' 1111._. ___._.__.-_. ____.__ _1111._. __._.__...._. '�, - '' - - - - - - - `� a RAFTER EDGE 1 '' I - - - - - - - ;; METAL FLASHING LAP W /y I 1 - 4 - - - - 4■ AT GRADE UNDER WEATHER MEMBRANE r- > x rn I~ \\ I 11 !£i I I - _` SEALANT °�' � a a GUTTER OUTRIGGER PE /F``FF i . ; ' � � s� �rLu Irevi DOWN SPOUT STRUCTURAL 2X12 WD i; I 1 CONCRE E PEDESTAL ON STONENG PER SILL � o0 o N FASCIA 1 } STCOC RUCTURAL,SIM TO 1 o NO EXPOSED FASTENERS- 2 X 12" WD 4U`" t-1-11 SI RAKE MATCH � tn o 0 1 1 i I COL WRAP I ADHERED STONE -- iHR RACED STRUCTURAL ri �' �' VERIFY LENGTH TRIM FASCIA w/4"oc GRDD S \ I -, 1 / , v1 11 \It f,I .S / g o o FINISHED \ u l;;1 1/ \I ii `/ tA.FOOTMG = 5 -. * I�k�-..:.:ih�-: <:^ -+ COLUMN ASSEMBLY f2 N N UNDERSIDE 11; !I' e'`f+ LAYERS TYPE X EXTERIOR MORTAR SHEET TITLE: a°' °�' °�' RAFTER i ii lI`' Aa GYP SHEATHNG,PER FR FORTE COCHERE `� 11 :I i ;; DETAILS ON A2 SHEETS) CONCRETE FOOTNG SCRATCH COAL rn rn 1L 1..;;:;: .:;:_;_:_:.:.:..:.: :. ..:: a_. _..............._ ..__...._..____....:::::-::.::.::.::::::..:�....:......:..:...:;:::.._ SECTIONS ELEVS. ro N N VERIFY SHINCsLE NAIL LENGTH - / --- _ _..._.......1_111_ 1111_.__. ..._ --1_1_1_1_ _�= -= == - - METAL LATH F_ > 9 NO EXPOSED FASTENERS �/ / ` / - - _ WEATHER MEMBRANE m 0 0 r'/ / / / f ^... AND DETAILS �/ 2 LAYERS,OR / F`r1. / -, PER STONE MFR DRAWN BY: SHEET: SEE PLAN DIMS SDE "' PORTE-COCHERE RAKE - PORTE-COCHERE lu .. PROJECT#: 21 EAVE DETAIL (:WALL/COLUMN WRAP CONSTRUCTION WALL/COL WRAP SECTION STONE TRANSITION 1403 A3 .0 _ I II II _ I 11 II_ I II II • cn ri SCALE: 1 1/2"=1'-0" M:/DRAFTING/PROJECT8A4W ALBANY/PES IT/DETAILS/PORTEEAVE SCALE: 1 1/2' = 1 -0 M-/DRAFrMG/PRAJEGTS/14W ALBANY/PEF41IT/DETAILS/PORTERAKE SCALE: 1-1/2 = I -0 M=/DRAFTws/PROJECTS/1402 ALBAN7/F°EWIT/DETAILB/PORTE-COLUMN SCALE: 1 1/2 -1 -0 MmRAFTING/PROJECTS/1402 ALBANY/PEigm[T/PETAILS/PORTE-FOOTIW 25 SCALE: 1-1/2 = 1'-0" dasafls/m611m else.scone oa 7.11.14 C .< p DATE: fu �. M � M O M0IC 00 O M E H J K M P R S T A C C.4 C.6 D U U.4 U.6 V M V� P-4 cd 35'-0 RAISED OF " TOP rw 33'-011" WING ' TOP PLATE TOP PLATE 30-0 B' _ q ' , _ ! tl I ! 1 { i! I Ir ii ! I ii ii II ' -LY r ! { ,i i { I i i I 1' {' ,I li i (: ' 1 I! ! 1 i1 i .I i li 1 q , li ! I I` F 1 8 I! ! i 1 1 I r i i i r rl � i i I, 1 I i , I I i I I I i iI i � I : 'I TVI PLATE __ � ` e .i I i i i � _ i _._I_'.. _.,1..1. 1 I: i 1 1 _ t li ' I 3 I ;! r i; I, Ii 31 I I I ! I) _ ..1_ ! I 1 �_ _ _ I f��}_ _r i II 1 � 1# 1 _ I 1 it II I 1 ' { � 1 '7'_t..._i., i _ _ -- ' Lw,��� i i _i '.}I. I ! _1 1 ...1. .I_i ! _..�''"� ; i 11 i li I ' ; i �I II i i' I it II 1 I ! jl I 1 !I .I i it it I ii 3 i !; ;1 li ! :I i i, 13 r it I I ri I II I I ii I I I i I I i I I, i ii i 1 1 1 , Ii II ; i i li ;I I! I I II !I li it I li it ii it Ii it 1 II I li I I! II• Ili�"Et t I ;1 i li i; li ;I i I li I II I i li r I3 II i ,I i! i I{ { 1 {I 21-0 I i 14 I i pil" 11, r _ .............. ';"i I i , - -- _ i! , i........ i ii i .. :`=:.. ..._;^ i i I F E ii, I , i I I -_ - ____ 6 __ ..:, li it i i i it ___ - ii II II ! -___ _ _i is i I rI n i !i ii, r i i '1 ii ! i'r ! i �! E' L' !! I -�-_.`---______ f i! !; ; I, li I t 1 ?ftI0-6i I ---- i , ----- iI li Ii l IMP TOP PLATE - - - , .......... ____ ^ I .-_.... _______ - _ _ _ ._.............. ._.__._... .___.__._._.__._._ ._._...._._._._.____ FIRST FIRSTIMP FLOOR WEST ELEVATION SEE 1/A3.1c SEE 1/A3.1b SEE 1/A3.1a CA05 SCALE : 1/16"=1'-0" 0 T R.8 R.2 P.5 P M K J.5 H.8 H.2 G C.6 C.4 I I iI RAISe D TOP IE II iII II el 1 I ! j I II I 1 33'-0" I i i I i II !1 ! iII I , 30I-0 *I' IaI II d'I 9 WING 13 IMPTOP PLATE , v t : rl, ; li 1 i t ,I , i} V ; i• i,a.. it �t' t 11 i ;- » i i. 1, ll- ! it ii - _ iii, r ..j. .ri. i�. ,.;.,-l.. ... 11 { _L.j. ..1...�- II .. ! s.i...i; 1 L _L_ 1 i _ _1.1 {: 1.._t_... V ! II ._7.., i ii 3_ i it i;_-}_.1 i iI i! i{ �I i is I, i; , I. I :I i --_.._ ..,_ ,I i A ..1... ..1._ _.._.. ..._i i ,I v�1L. it ._1..._..., i; II , i � t � i! ii I! ; it Ii ii i „ I i ;; ' I t r. t } ."a_ 'I I " I !I �! I r : ; It ; ' I _.,_:_ ; I ;! ;I ii I it II � , 1, ,; , ; I,_�. -��.; 1; ;! � (i ill i iI � , II i II i e (I I ii i I{ 1 � i it it [ I� II r3 ;. 11 , !, li e i� 1 1 I! li Y Il ))i f ii !; v i, i It f II !t !i II I li r !I 13 x•311 ,; i 'I 11 21'-011 i II II II {I ! I ti i 1 II ( : Ill THIRD FLOOR 17171. I Ii Iil TT i I ,i + EI 'I; i mw m_._._._.__._ ___ ___- I qV SECOND FLOOR .. .__._.___ _ _ ----- -- - - V±TIL - - I FIRST FLOOR EAST ELEVATION SEE 2/A3.1b SEE 5/A3.1c 2 SCALE : 1/16"=1'-011 1 MATERIAL COLOR 1 LAMINATED ARCHITECTURAL 5LACK 23 COMPOSITION SHMGI.ES BOARD AND BATTEN SIDING SW1040 SMOKEHOUSE Ix3 BATTENS 16"oc ON 48 FIBER CEMENT PA NEL 30'30-01 ! I Ii TOP PLATE IV 70P PLATE 1 I v 1 " I i ...._._._..... ............. { ; , 1 I ........ ..... ...... ..?...1......... ....1.. I v i I .1 .1.......'_ i ! I IillI 1I( I 1(1 SOFFIT,AND DECK WTRIM ldh 21I-0II IJ I IGIW SW1020 BLACK FOX MAM BODY SM534 OUTERBANKS ___..._.._._ __._._ 1 ......_...__..____...._...__._...._..._.._............_._._._.._... _.._.__. _.__._._..___._...__._._._. _._._..._......_.___.._.__._._...____._. __....._.___.___ _ ___._.___---___..._._._._.__ _. _^......___________._._ ______......_.__....._._._._ _.....__._..._.._._._._..__..._._. P15ER CEMENT LAP-SIDING __...._._._. .__ ._......__- ..._.__.__._._.__ _ _..._._.__.__ _ __.._._____ __._. _.___._-... ___. THiRD FLOOR :�_. .......- -- _-_-__ _ _ �__ _ ! ____._ .. _.._._..__.._...-__._._._.._._. _;.__..._.:._ _.._ .__.____..__ ........._.....__,v_. .._ - _ - THIRD FLOOR _............... -----._._..........__. ............. _.. _. , .............-. 8/4 LAP PATTE Rd r, _.- ' I -_._.___u _ -- WERECULTURED STONE MUTUAL MATE RIALS SECOND FLOOR _____. _.__.__.-_ ^ _.__ _ .. ...... SE D LOOK AD HERD VENEER COUNTRY LEDGESTONE NE ------ ---- _ 1 WHi OAK(CSV-20046) -- _ U. 1 " FIRST FLOOR FIRST FLOOR COLOR 1. ALL WINDOWS TO BE VINYL - "ALMOND" 2• ALL WILDING TRIM I N DOUTISPOUTS TO MATCH ADJACENT REVISIONS: SOUTH ELEVATION SEE 2/A 3.1 a S-SE ELEVATION SEE 2 b/A 3.1 a 9.22.14 3 _ � CLAppING COLOR UNLEE SS OTHERIUISE NOTED SCALE : I/1(611-I1_0II EXTERIOR MSCHEDULE J E I N IS H S CH E D U L E 25 IT/DETAILB/ELEvNOTEB 3140" 5'-0" NOTES: 5-011 I. ALL EXT WNDWS TO 5E FLASHED PER MFGR REQ'T. SEE DETAIL 16/AB.1. I I__- 2. ALL OPERABLE WINDOWS TO HAVE 16G MESH SCREENS. ---' 3. ALL OPERA5LE WINDOWS IN MEMORY UNIT HAVE FIXED 22 21 13 11 5 3 2 I 2 _3__L......__. _ I_ _� I _ 5 -....... __ STOPS THAT ALLOW A 6"h MAX OPENING JAMES CLAR ON _.. _ --.--.-_- - --- 4. ALL EXTERIOR WINDOWS ARE VINYL DBL GLAZED INSUL, U=35mm No ;Q % 5. SET OPERA5LE WINDOW TENSION TO 301b. I I I 6. SEE DETAIL 6/4,3.4 FOR WINDOW TRIM SIZES AND SALE , OREGON 301.011 PATTERNS. EXP.6/30/2016 TOP PLATEL ^'1��1• it II i i I . i i i l i l i 11 1 i :: ii i iI I !r I! II �1 I� 1 i I i II i I I ii t I 1 i .I i 1 11 I I EI�II ii I i , I tl I i Ii i Ii I i 1 ,I it I � y ii i 11 ; , , III III ,I � I u 0 6 -0 OF 11-0 i l i l i i i l I ii I !I i I 1i 1 ii i II 1: ! .. 11 i Ii I I � I 4 1 � i t 11 i ; I r 11 it i II II 31_011 4 1_611 41-011 11 31-011 21-011 41-011 PROJECT TITLE: II11 L. RD FLOOR _ - - _ -_ - PER P LAN MT ------- ----- _ _ v- I o4, 10'-6" I - - - - - - ( _ 0 11 = N 3 - _^ __-.-.�=---.-_-..=.".-=.._= 111 1.�.: ^--.�. :`-____�_ _ -- - ---- _ 61 - - 12 0 N N 10 - 1 1 IMP SECOND FLOOR _ 3 8 9 I , Ln I 1 i I _ - 1 I ' ' I -_- - - 0 11 -oil - qv FIRST FLOORfop NORTH ELEVATION SEE 5/A 3.1 c 0 3 0 3 0 3'-611 ER PL 2 -0 SAFETY GLAZING: C) 4 - 11 �� I CONTRACTOR TO COMPLY WITH CURRENT CODES IN PROVIDING F, a SCALE : 1/16"=1'-0" OPP PER PLAN SAFETY GLAZING AT HAZARDOUS LOCATIONS. IN GENERAL, _.__.._..._.�._. _._...._.. ._ ._._...._... SAFETY GLAZING IS REQUIRED PER SECTION2406 I5C: a 1. IN ALL DOORS AND WITHIN 24" OF EITHER VERTICAL ------------ ------- ---- EDGE OF DOOR WHERE 50TTOM OF GLAZING GREATER THAN 60" A50VE FINISHED FLOOR U o e -- ---- ------ ---i------- 2. DOORS 4 ENCLOSURES OF WET AREAS. (POOL, ' _ 0 HOT-TU5, SHOWERS,ETC) N - - 3. WHERE INDIVIDUAL PANE IS GREATER THAN 9 SQFT. + 4'-6" 16 18 HAS 50TTOM EDGE GREATER THAN 15" AT FINISHED o FLOOR AND TOP EDGE LESS THAN 36" AT FINISHED a FLOOR ALONG WALKING SURFACE. EXCEPTION A: WHEN r � 3'-011 PROTECTIVE BAR IS LESS THAN I/2 HIGH IS INSTALLED [~-i ON WALKWAY SIDE OF GLASS 34" TO 38" AT FINISHED cd O FLOOR EXCEPTION 5: OUT50ARD PANE OF INSULATION �t GLASS WHERE 50TTOM EXPOSED EDGE IS GREATER r O 41-011 - - -- ._._._._- THAN 25' ABOVE GRADE,ROOF OR WALKWAY SURFACE ADJACENT OF GLASS EXTERIOR 4. GLAZING ADJACENT TO STAIRS,LANDINGS 4 RAMPS y Z ._._._._... ------ _ ALONG A WALKWAY WHERE EXPOSED SURFACE IS 0 GREATER THAN 60" A50VE FINISHED FLOOR- . _ - ____....__..........._._.._ ._.__.___�_._......._......, 5. GLAZING ADJACENT TO STAIRS WITHIN 60" _ r HORIZONTALLY OF 50TTOM TREAD WHERE EXPOSED w a s 0 9 = v O I SURFACE OF GLASS IS GREATER THAN 60" A50VE x e O FINISHED FLOOR REFER ALSO TO SECTION 24063 I5C FOR SPECIFICS AND HAZARDOUS LOCATIONS. } i-M i•+/�1 ;D = ' - I o o e = I IL N O o IF <3> ,__, 1 I O b SHEET TITLE: 0 0 1 a aOVERALL __j LL ELEVATIONS 0 0 IA (2)*J WINDOWS (1) i11 WINDOWS (3)01 WINDOWS '4 PER AS5EM5LY (2)08 WINDOWS C PER ASSEM5LY WINDOW TYPES AND WINDOW ASSEMBLIES DSDE�A�aY. 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I i i 18 i 18 -- ii v 3 ..........., 2 2 2 2 2 2 2 2 2 2 2 2 2 =_-------- ;I u. •. ........................ii....................... ................ 5... •:i..................................._......... _...._, INV FIRST F ___— ___ — __...__ ..—_'___— _ ........... _.._....____ EAST IL / COMMON ELEVATION 2 SCALE : 1/811=1'-011 21 13 i REVISIONS: 1 I AA[)1)M"1 9-22-14 I I Ltl 13 21 13 13 13 I I Lij 111111111 1=11 1 11 11 EffiF11 11 1 1 JAMES CLAR ON ----._._....._.._. 3 —. _....__.....--:_:-....—_... 3 .......... -------- LE ORE -- - - __. __ _._._ _.._...._....__._.____.__ _._.___ Exp 613012 16 OF _ __-_- _._ ___. PROJECT TITLE: 7TR — � 2 b — � w _n NORTH AL/MC COURTYARD ELEVATION SOUTH MC COURTYARD ELEVATION 3 II_ I I 4 1--' SCALE 1/8 -1 -0 SCALE : 1/5"=1'-01' F- U 0 0 O U + �7 o g O Ln ti CD D A ri [� C) M Q Z iN M O � I I E N NO SHEET TITLE: O O WING 'B' ELEVATIONS o� DRAWN BY: SHEET: SDE in A PROJECT#: o 1403 A3 . 1 b a � DATE: 7.11.14 H Q L c. M M00 C.6 C.4B C CA C.6 D F � tw O M O o C B A I I M oo 0-4 1 I I I I I 32'-0" 32'-0" INV RAISED TOP IE 30'-8" 30'-8" RAISED TOP fE RA BED TOP e RAISED 70P fie - - - - 30'-0" 30'-011 - i 71- I I . TYP TOP PLATE TYP TOP PLATE ® ;` i17-71_71 15 13 13 I 13 I . . I 13 13 13 I 15 15 ; = 13 3 13 I . . II 13 ! 13 I 13 15 •� TM E l� 11 ITI, I - - - 21'-0" 21'-011 O _ THIRD FLOOR THIRD FLOOR � OMPOS1tION SHINGLE ROOF - TYP �1.__ I I -___ ------------ ------._ 13TF -------._._._...... 13 --�----- ..__...-_----... 13 __.��.� I g 9 I -�---�--- 13 13 13 _--_- _ 13- - - - 3 - - -- 13 ---�--- -13 --- - -- -- --�=-- ---- 7-. - ----- ---- - ----- 10L A, COD --- -----_ - --- -- ------._._.—- _ - --------- - - --- --- --- ---- ------ ........ _-.. ----- z __--- _-.-- -__ SECOND FLOOR SECOND FLOOR - _ - ----.... -------- - - ----- -- ___ __- -- - --- - --------- - ---- - ---- -- B B i3 ---- ----- ---__ - ---.....-...--....-- ------------ ------ ------- ----- --- ----- ------- -- - --. - - ---— _ _.._._. _...... __ ..................... I I _._._.._ _. - - - _... _... _ JL S 3 ■_ } 3 3 ?r - jk 01-011 01-011 _ I FIRST FLOOR FIRST FLOOR EAST AL/MC ELEVATION 3 � `� WEST AL ELEVATION 1 SCALE : 1/8"=1'-0" SCALE : 1/8"=1'-011 E C.6 CA A C CA C.6 D I I 2 I a 4 i -- I II TOP PLATE _ O 1//11-011 �I Aki JK/ pop - TOP PLATE I - - i _ _ �J __ _ � I —________.___-____-- 13 --_- � 13 13 13 - ; ._.....�i.l........'......i, 3 i ....... 1 21'-011 THIRD FL ----- ---- -- - - -- -- - -------—4- ...............------ -- --------------- - ._-- - -- ........... _._.............. ..........__. _...._._._...... _._-. _.. --- - ._..............._..... - ...._............._.... ---.- 13 -.......................... ----. . -__._.___ 3 3 - � I i �...--:--:::. _._ __._.___....__...........__....___...:---......._- _-.-----._._--._.__ ____.__ �_._....-_-_.._..___.- __ ___ --� �-_ _...._..._ __ .___.....................--._ --__. -.-- _- __ --.- - __13 ................. J ..........._------------_ __-__._. -- --- 10'-611 ' ---- ---------_ ............... ---_----._._..-------------- ---- ------- --- _ --- _ _.. ------- 91_011 SECOND FLOOR _ ._._..__.... ------- - --- - ---- --- ------- -- ........................... TOP PLATE - 1 .--_-._-- __-- 1 _- ._ 1 1 _ nL _.___.......... -- - - - - 0-011 __._..... _ _ :: : -..__._._. ...._._._.__..._.._..._._.__ --- ._..... _...----....._ ......_..... -.._:_._... -- ---- -- FIRST FLOOR TYP GRADE - 6" D EAST AL/MC ELEVATION INVEST AL/MC ELEVATION 5ELOWFIN FL 3 SCALE : 1/8"=1'-0" S ALE : 1/8"=1'-011 22 21 13 11 5 3 2 I REVISIONS: I I I I I I QADDM *1 9-22-14 TOP PLATE O i i 1 111 1[7 TflTii ii FM ii ii ii ii ii ii T6H], ii ii ii ii 11 [71 �l ii iilli�ill 11 FE61 III III FEil II 'r-r7II 11 11 11 11 H-11 11 11 1 11 11 11 11 11 11 1 11 THIRD FLOOR __._._ .---_._•-------•-- _. - - - -- ___ _ _ —---- OD Al? _ - _____ _ 13 13 13 ------ 13 13 ----- 13 -- - 13 13 13 13 -- 13 - 13 JAMES CLAR ON .. -- - - --- - _ - -- SAL , OREGON ,� EXP.6/30/2016 SECOND FLR ~�~ _ 1 OF I 1 1 I 1 I 1 1 w - �_ �_ __ - -- -- - - � N � � �m _ _ PROJECT TITLE. -jI---j 11 /ilkY/ _ N � FIRST FLOOR N W 5 NORTH AL/MC ELEVATION K; SCALE 1/8"=1'-011 2 3 5 21 22 U 0 N + pg< 111110U z 7!re) g ! -13-- -- _13.._._ ( I 13 LL!..... j 13 - - i -13 - - -13_ C i 13 13 13 L - 0 o � U ti a/ II-7n 17 1 —-------------------- ------------ F. .... ...... --- -.. -------- - - - ---- - - - - -------- -- W __...._._ ._.__. - ---------- .._. ._._.......... --- __._..._........._._.__........._.._........---- ........._._.. - --._._... _............................................__.. __.._..... __..... .... __.........__. _........ _. _._... ---- -.... -----.._.__.................... .._.._._........._........_. __.._... _ ry) __ __ - ----- - -- 13 13 --..._......._......_ 13 _ 13 -- ---- 13 -- _- ----_- _ -___- 13 --� 13 - 13 ------ 13 -- - ----- 13 -- - -- - x _ _._.__ 13 ___. - -- s~ � _ ----- ------ - -- ------ ------------- - - -- - ----- -- - - - -- --- - - -- ---- Q .. v� --- --_-__-- _-- -___- -___--- - w 0 -----_ ..... - ----......_. --------- - ------ ---- -- - ---- --- ---- - -------------- ----------- --- --- ------------------ - - - -- --- --- ----- -- - ----- -- -- ----- ----- -- ------ ------- ---------- ----- ------ ------- - --- tn W) _ _____ _..-..�- _._....-.-.__ .- _._....... ._._._ _. .., thy'1�' _.__._ _____. _.____ .__ _._.__.___-_ _. _ __ _. .__...____.____--- _____ ..__._.__.__-------- _........... ------------------------------------ ._...__. _._. ._ _._-_____._._._ __ ____...__......_ ._._____.____ ______._.____ ____._ --...._...._........................_._._._._-.--------._.__._._�........_...__ _._._.�.___-_._._------.-.--.-----.____-..._._-._______..___.___ ____..._______.__.__......__... SHEET TITLE: ' 1 ---- I _ 1 — 1 I _. 1 >_ 1 _._ 1 1 1 1 _.__._ _._________�_ -_ _____. ___._._ . _— __ _______�......_ _--_._ ____. .._. _... ...______.__ _..._ —.__ .......... � - WING 'C' -- - - ---- - ELEVATIONS fu ___ - - -_---..........._.....--._-__.._.._........_ ._ __....................... _.._.__._ _..._...._._....-.-........._... _.............- --..........._......................._...._...-- _..._.._......_ _._._._......--- ._.............._.--.-._.__..............-- -._....._._........_._....._._...--_..._.._.............................................. .--...........-_. ............_._._............._............................._..............._ _ ...........- -.._._.----...._..._....._......... _ _..._.. ....._.... _......... _____-..._-------..� M 10 � o� F-4E-4DRAWN BY: SHEET: i SDE A SOUTH AL/MC ELEVATION PROJECT#: WW 1403 A3 . 1 c E- SCALE 1/8"=1'-0" m m 7.11.14 � Q DATE: j 1-a 0, L c� G BUILDING / WALL SECTION KEY NOTES GENERAL DESCRIPTIONS. REFER TO WALL,ROOF,AND CEILING ASSEMBLIES FOR DETAILS. r� TYPICAL INTERIOR DEMI51NCs AND CORRIDOR WALL METAL ROOF CONSTRUCTION c M 1 5/8" TYPE X GYP.BD.EA.SIDE 7b STANDING SEAM ROOF - COLOR PER SCHEDULE r� 2x6 STUDS a 161, O.C. (2)151b ROOFING FELT OR APPRV A UNDERLAYMENT PLYWD SHEATHING SHEAR PNL,PER STRICT 1/Ib"OSB SHEATHING U.N.O.(PER STRUCTURAL) o M 00 RESILIENT FURRING CHANNEL • 24" oc ONE SIDE,AND PRE-MANUFACTURED TRUSSES/RAFTERS a 24" oc bA M 3V7" SOUND INSULATION,PER SOUNDWALL SCHEDULE R-38 LOOSE FILL/BATT INSULATION o M FIREBLOCK PER CODE b MIL POLY VAPOR BARRIER(WAR'1 SIDE) o O TYP.NON-LOAD A I INTERIOR WALL CONS tl (2)LAYERS 5/8" TYPE 'X'GYP.BD. (� " 2 5/8" TYPE X GYP.BD.EA.SIDE 8 TYPICAL EXTERIOR WALL CONSTRUCTIONu 2x6 STUDS • 16"oc FIBER CEMENT SIDING,4"/8" REVEAL PER ELEV SEE PLANS/SCHEDULES FOR SOUNDWALL or RAIN SCREEN CONSISTING OF PRESERV-TREATED SHEARWALL LOCATIONS (NOT TYPICAL) V WD FURRING STRIPS AND FASTENERS TYPICAL SLAB CONSTRUCTION COMPATIBLE w/PRESERVATIVE 3 4" CONCRETE SLAB PER STRUCTURAL OVER WATER RESISTANT MEMBRANE R-I0 RIGID INSUL (VERT. INT.PERIMETER EDGE) 1/2" SHEATHING U.N.O.(PER STRUCTURAL) VAPOR BARRIER ASTM E-1145 CLASS A 2x STUDS is 16" oc (PER STRUCTURAL) PREPARED SUBGRADE PER STRUCT/GEOTECH R-21 INSULATION - UNPAGED 1 6 MIL GLR CONT.POLY YAP.BARRIER(WARM SIDE) 33e - TYPICAL DECK CONSTRUGtION 5/8"GYP.BD. ♦ DECTEC WATERPROOF MEMBRANE,SINGLE PLY w/PERIMETER FLASHINGS ANp DRIP EDGE 8b TYPICAL EXT WALL CONSTRUCTION - STONE •w 2 3/4" A/C TtG PLYWD.(BLOCK ALL OTHER JTS) O ADHERED STONE PER X14ED y 3 .4t' l. vt 4 4 2x JOISTS PER StRUCT. FIBER GEMENT ON MORTAR BED ~` BD SOFFIT METAL LATH w/WEEP SCREED AT BOTTOM O A�.I ^ — — — — — — -..��- — — — — — — � ~• - I !i; 12 ♦ �4 1 i; OVER WEATHERMEMBRANE EXTER OR WALL CONSTRICTION I MTL CAP FLASHING t PROTECTIVE COATING: ON ALL PER MFR REQ'TS �, EXPOSED BEAMS. 4 i, I _,. . .. _ I I� ��� ti , • , , , . ., . TYP EXT WALL CONSTRUCTION BOARD t BATTEN r .7 �'] x >.'k �Y II T 7 x 7 < ��. �, • '= X. x, ICA VA F CONSTRICTION TYPICAL ELEVATED C CON TRUC ,,. p LOOK/ LG. ,1, .v ,5., v� v.. v 1. °1 33-0 ,� .,�, ��� SC + v 4°f �� 1 _-- y, y, , ;. t------------ ___._._ __..._._L___,_,_,........_._._._....._.._,.__,_,_.,....._. S 1 HR RATED ASSEMBLY (SEE DWGS FOR 2 HR Ix3 VERTICAL P15ER CEMENT BATTENS At 16 oc TOP PLATE 1 ;> TOP PLATE O O OVER FIBER CEMENT PANELS AND RAINSCREEN (PER 8) RACED LOCATIONS) ' OVER TYPICAL EXT.WALL CONSTRUCTION ova 3/4" ?GOPPLLSYWOOD SHEATHINGI g TYPICAL RATED CORRIDOR CONSTRICTION ii I CORR SUITE 1 dUITE SUITE ! CORR SUITE SUITE 1-JOISTS PER STRUCTURAL O SEE DETAIL 5/A33a p� x I 1 BATH i c0 BATH 32)LABS r7/811 TYPE 'BETWEENTION GYP BD.SUITES - ft SUSPENDED CEILING r 1 r I � I 10 I11)LAYER 5/8 TYP G GYP.BD.w/RG (PER RCP) „ 1 +21-0 2 -3— + OPER RCP --f-- I II 21 0 THIRD FLOOR - - -- Rp tHl FLOOR .�:.1. RD ,� - ,, ,:T. -_• •-.F•-> .•u. .••,• -.e.- ,. . :,. .x -. -•-ox> x.-: :•. .-•. •, TYPICAL FLAT/LOW SLOPE ROOF CONSTRUCTION 1 xa ,,x x, xr x x, r x T. .r, r ,r. x x .x r, a f .. :x ^-z z. " * •z O 1 HR RATED ASSEMBLY II TAC.PTAC SLEEVE TO BE INSTALLED 114" ;��.. 12 I ! I SINGLE-PLY T.P.O. O FROM ADJACENT FACE FINISH.SLOPE TO DRAIN _ �izizlo ®4 12 151b ROOFING FELT OR APPROVED UNDERLAYMENT PER MFR TAPE,SEAL,FLASH OPENING AS z 1`'' I ! I z 1/16" OSB SHEATHING U.N.O.(PER STRUCTURAL) DETAILED FOR WINDOW INSTALLATION ON A8 SHTS FITNESS 6' HOSPITALITY a4 � R38 INSULATION TRUSSES ® 24 oc SOFFIT/FASCIA CONSTRUCTION - 12 (24 OVERHAINGs UNA.) TYP 1 f ! I a h _ -- == --= b MIL POLY VAPOR BARRIER(WARM SIDE) + I0'-b" 1 K _____ ! I ( m +10'-6" I __ 1 r CEILING MEMBRANE PER CLC:TYPE: 1/4"IFIBE�R CEMENT SOFFIT BOARD ON 2x FRAMING -A--- -- _ 4 /4 x 12 WOOD TRIM w/R/S FINISH SECOND FLOOR __.... ...___.._ _ © -,• (2)LAYERS 5/8" TYPE X GYP.BD. - OR- 2x10 CONT.SUB FASCIA _,_,_______,_____,_._____,_,_,_,__,__.-_______..-_______,_________._,______,_-__._._.__, _,____,_,_______._________.__,_-_.__,_____,_____,____,__,_,_,_.___,___.__-___,______________.__ 11 I I p CONTINUOUS 4 w SOFFIT VENT w/509.PR=E AREA , m < � I __,_,_.____,__________,__.,___,_______,_,___ _ (1)LAYER 5/8 TYPE C GYP.Bp.w/RC( er RCP) 11 _. 1 I i BLK'G BETWEEN JOIST 48e 1n MIN AREA VENTED i I • i ! TYP PITCHED SHINGLED ROOF CONSTRUCTION (3-21i4"R HOLES OR 4-2"R HOLES) z; 1 HR RATED ASSEMBLY TYP (4/12 SLOPE MIN.) O INSULATION BAFFLE EA VENC SPACE 1 e WALKER IL DINING �•' I # 1 I CAFE JAN/ e o z' AL DINING COVERED COMP SHINGLES-LAMINATED ARCH, PER SCHED 1 1 O j HIGH WIND APPLICATION t WARRANTY 13 VINYL WINDOW '- co CORRAL I I I MECH °D *- i G PORCH 151b ROOFING:FELT OR APPROVED UNDERLAYMENT i I a Q i E UREFER TO A8 SHEETS FOR HEAD,JAMB,SILL DET ICE/WATER SHIELD AT EAVES,HIPS,RIDGES,GABLES FIRST FLOOR ? FIRST FLOOR § NOT USED CONTINUOUS VENTED RIDGE 1/Ib"OSB SHEATHING U.N.O.(PER STRUCTURAL) 14 PRE-MANUFACTURED TRUSSES a 24" oc R-38 LOOSE FILL INSULATION `- - - - - - - - - - - - - - - - -� ♦�,., - - - - - - �� FOUNDATIONDRAIN L DG 'E3 ' 5E CT I ON THfi�U 5TA 1 Fz / I L D IN INGS 5LDG; 15 ' SECT I Old THfi�l� 515T�O / AL � IN INN;/HO5F I TAL I T1' 6 MIL POLY VAPOR PER RIERCEILING (WARM SIDE) 15 411 HDPE DRAIN DRAIN PIPE CEILING MEMBRANE PERICEILING TYPE: CLEAN DRAIN GRAVEL,3/4" t0 1-I/2" (2)LAYERS 5/8 TYPE X GYP.BD. - OR - GEOTEXTILE WRAPPED PIPE AND DRAIN GRAVEL SCALE: 1/8" 1'-011 SCALE: 1/8" 1'-011 (1)LAYER 5/8" TYPE 'C'GYP.BD.w/RC(per RCP) 16 KNEE BRACE,TRELLIS OR OUTRIGGER O�a TYP LOW-PITCHED SHINGLED ROOF CONSTRUCTION O PER EXTERIOR DETAILS (LESS THAN 4:12 SLOPE,2:12 SLOPE MIN) CEDAR - KNOTTY APPEAR GRADE,R/5,K.D. SAME AS+1 ABOVE EXCEPT USE CONTINOUS TYPICAL PATIO ICEAVATER SHIELD UNDERLAYMENT,OR AS PER 1-i 4" REINF CONCRETE w/811THICKENED EDGE MFR REOTS. PREPARED SUBGRADE FOR EXT.SLAB FROST PROTECTION PER GEOTECH 3 4 12 12 4 12 2 2 I I Q_\v — - - - - - — I +42'-6" ----- I TP® RAISED CEILING:_\` 1 __._..__� +33-0 -oil xl­ TOP PLATE --i--- I TOP PLATE I SUITE CORK SUITE 1 I SUITE j CORR SUITE +21'-011 I `- - - - - - - - - - - - - - - - - - - - +21'-0° ! i ------- ***-,- ",""""' I I THIRD FLOOR __.... ___,_._.,._,.......__.,....... ....................... ♦ THIRD FLOOR - - - _... .... - w, ., ,, x• Y-..x.- �4 I Y••� .r .._�:> 3 r �.� � _ �xa..,.-x>-y,x� :,�,:�.; �.,,x ..3a.<"��>,��.. - - - 1 ! - - - - - - - - - - - - - - - - - 11 1 z I 1 I ! ACTIVITY/ m e I I I i 1 I SALON a 6' THEATER 1 CRAFT I - r "° -- -- 1 I ;. I I I 1 ' ; ............ 1 I_ II .... REVISIONS: + 10 (oil +10 6 _ I 1 �`'� _T_ la 2 INV SECOND FLOOR i- 4� _ __- _-- --- ----- I i I SECOND FLOOR ----- 12 ___ __ ___ _ ______ _ ____ 4�` . ......_. 1 - - 12 e 1 .. 4 GARDEN/ ! (P IL DINING I CAFE 0 'Q A z I AL DINING 1 1 HOBBY '- a r I 1 �: qV FIRST FLOOR ---I------- r..,.-; 1 FIRST FLOOR---------- I `- - - - - -� � � ` - - - - - - - — - - - - - - - - - - - - - - - - -� � � 5 CTION TSI l� C,4� / 5,4 ON / �4 - - - - - - - - - - - - - - - - -� K7 D� 5E CT I ON T�4F-,U GAFfi DEN / ,QCT 1 V 1 TN' / D INTI""" 6z � 5J_DGS L L C SCALE: 1/8" 1'-011 SCALE: 1/8" 1'-011 JAMES CLAR ON SALEM, OREGON EXP.6/30/2016 OF p� cv PROJECT TITLE: ri CIA rq Q •d O I I 33e ^ - - - - - - � 41� F-+ a� ♦ 1 a4 1 12 ^ - - - - - - - - - -• 33c Y' .j Y� %4 33c - - - ♦ 4 i 1 ri -'v_,_._ -„._,, -,..,,. _.. .,.._ _.. _. ,...... _ .,,.,, _,.. -vv. _. . . n ii 'Y` _.,..... �..Y •v�.-vvv'r' I ” ,, .�,...-`. x L ... ;,, ,n, -� -xy xZ - °tel; i. .�'.<.x .,b..�. '-' _ TOP E c TOP PLATE _� 1 PLAT ,��� I QUITE SUITE CORK SUITE SUITE — — 8 3b 1 I F--i 1 1 BATH 'A BATH ( 1 SUITE CORR 3, SUITE - o CL 12 I } ,-0" Ln 21I ---- ;t ----- _. THIRD FLOOR THIRD FLOOR -� :,• . x ._.x. , .Y•-x ' -x .,.._;; ,.x. ,,.T.•, V7 e � .�—a.—, x.. ,. .. ,. �-... .Yr. ,a F.Ya J ... T' x •. xsY.. �,T,,, x. .. T .. ,> x:.,..Yk ': t...<Y..T.. ..r. ..tK. 3.5.. " Ir IT,I U I .,_...t...,..._........,.—...., Y TL.kla T.a} ..a '(a x Y t:�a tea. 1. g.a ap? 'a�kT. , !a.'ga. 1:>a x±,U<.:3 .:.,.<S (Tf .v..L F R :a t.o .< 5.:�._. .I:.i ..��.... a ,tea«. ]:Fa �a u9a.3 .a �:.^'!.N?% _L 4, 'v x• •.,$.aT So-.n{.' ` _ _ _ 1� on a4 �4 �? A v I I ACTIVITY/ i °; j I `` { z.�. , I^ — — — ♦ I I SALON j e °; U j iMECH THEATER CRAFTS-- a 4ti>;_ k Y: :; ,,, - - - - o 1 I I I i - - - - - w --- -------------- -------------....__._._.__._._._....----------------------___._.__.__.._,__._._._,_,.__.__.__.__.___,_._.____.__,.___._.___._._. 4 x Q SECOND FLOOR t - --- gg SECOND FLOOD I& - - - r In Ln� r 1 I � 0 0 1 I CAFE ! "' °' IL DINING i I I CAFE TOILET o AL DINING 1 01�ERED 0 n PARCH SHEET TITLE: , FIRST FLOOR-t--- FIRST FLOOR BUILDING SECTIONS DINING ROOMS 0 5LDG� 15 ' 5ECTION THFi U FAFFLOF / ACTIVIT"r / IL DINING 5LDG; 15 ' SECTION THfRU 515TF�0 / AL DINII:C� % fiJfZfiEfi� o0 C) DRAWN BY: SHEET: i A SCALE: 1/811 1'-011 SCALE: 1/8" = 11-011 SDE o d A PROJECT1403 A3 .2a CD as KEY PLAN 0 s M � M I � oM � >, °o '4 1 33f 12 12 4 •N y I 4 1 3 1 1 3 3b 3b Q +30-0 IMP TOP PLATE �- - ------ a -� �- 1 3 TOP PLATE -- liftO 3A I I I ; I • SUITE SUITE CORR SUITE SUITE I ICORK I BATH a0 BATH d0 12 ♦ +21'-m" c I I I li THIRD FLO©R �� 1IV THIRD FLOOR > ___._......_.__..__.r_�-�-_:,:�--___----1-- PARAPET 6 IM, n 1 I 6' QHOSPITALITY 1 ELEC/LV 1 1 I 1 I r coi 1 MECH 1 I I CORK t r n 1 1 " I I I I } - 1 iE 10 6 -- --- ------------ ------------------------1_ -- --- SECONp ILOOR� I � i _.. _ _.__.___ ___._.......__ _.-.__.._._._...___._._. _____._____._ _.._____. . ..____ __..._____.______. ...._.... I 1 ,\ _� \,,,, �,, x� , :' �-w " =�' INV SECOND FLOOR + ____ __._ ___ ------------------------------.... .... _.___ _._._._._ _._._._.__ __._._._. ....._...__......__ _.. _. _._._ _......_..___..._._._ _._._._.. IV rE LOBBY °; OFFICE PRIVATE KITCHEN I KITPHEN FREEZER DRY 3TOR I WATER I I I I CORK 1 DINING CORK I I ( 1 I SERVICE 1 qV FIRST FLOOR - FIRST FLOOR ai - . ' ,�zEY '1;� I I `� �� � `.� � � � � � r DC SECTION THF,,U L055` ' / � 05FI TTL IT'' / 1 IECHANICAL WELL fi TICAL IL UITES SCALE: 1/8" = 1'-0" � SCALE: 1/8" = I'-0" BUILDING / WALL SECTION KEY NOTES GENERAL DESCRIPTIONS. REFER TO WALL,ROOF,AND CEILING ASSEMBLIES FOR DETAILS. TYPICAL INTERIOR DEMISING AND CORRIDOR WALL METAL ROOF CONSTRUCTION 5/8" TYPE X GYP.BD.EA.SIDE 7b STANDING SEAM ROOF - COLOR PER SCHEDULE 2x6 STUDS 9 16" O.G. (2)151b ROOFING FELT OR APPRVV UNDERLA t PLYWD SHEATHING SHEAR PNL,PER STRUCT 1/16" OSB SHEATHING U.N.O.(PER STRUCTURAL) RESILIENT FURRING CHANNEL • 24" oc ONE SIDE,AND PRE-MANUFACTURED TRUSSES/RAFTERS a 24" oc 31/2"SOUND INSULATION,PER SOUNDWALL SCHEDULE R-38 LOOSE FILL/BATT INSULATION FIREBLOCK PER CODE 6 MIL POLY VAPOR BARRIER(WARM SIDE) NON-LOAD BEARING INTERIOR WA CONS TI (2)LAYERS 5/8"TYPE 'X'GYP.BD. 2 5/8" TYPE X GYP.BD.EA.SIDE 8 TICAL EXTERIOR WALL CONSTRUCTION 2x6 STUDS • 16"oc FIBER CEMENT SIDING,4"/8" REVEAL PER ELEV SEE PLANS/SCHEDULES FOR SOUNDWALL a RAIN SCREEN CONSISTING OF PRESERV-TREATED SHEARWALL LOCATIONS (NOT TYPICAL) V WD FURRING STRIPS AND FASTENERS TYPICAL SLAB CONSTRUCTION COMPATIBLE w/PRESERVATIVE 3 II OVER WATER RESISTANT MEMBRANE 4 CONCRETE SLAB PER STRUCTURAL R-10 RIGID INSUL (VERT. INT.PERIMETER EDGE) 1/2" SHEATHING UN.O.(PER STRUCTURAL) VAPOR BARRIER ASTM E-1745 CLASS A 2x STUDS • I6" oc (PER STRUCTURAL) PREPARED SUBGRADE PER STRUGT/GEOTECH R-21 INSULATION - UNFACED b MIL CLR CONT.POLY VAP.BARRIER(WARM SI ) 4 TYPICAL DECK CONSTRUCTION 5/8"GYP.BD. Z DECTEC WATERPROOF MEMBRANE,SINGLE PLY 33e — — �.♦ 2 3/4" A/C TEG PLYWD.(BLOCK ALL OCHER JTS) TYPICAL EXT WALLRSCC CONSTRUCTION - STONE w/PERIMETER FLASHINGS AND DRIP EDGE Sb ADHERED STONE PER SCHEp 4� 12 2x JOISTS PER STRUCT. ON MORTAR BED FIBER CEMENT Bp SOFFIT METAL LATH w/WEEP SCREED AT BOTTOM OVER TYPICAL EXTERIOR WALL CONSTRUCTION MTL CAP FLASHING 1 PROTECTIVE COATING ON ALL WEATHER B PER MFR REQ'TS EXPOSED BEAMS. 1 j XT W TI - a 1 A TYPICAL ELEVATED FLooR/CLG.coNSTRUCTION ' ' C 5 1 HR RATED ASSEMBLY(SEE DWGS FOR 2 HR 1x3 VERTICAL FIBER CEMENT BATTENS At 16" oc 33a .__. OVER OVER FTYPICAL EXT. LS AND CONSTRUCTION BEEN( R 8) +33—0 ------- _ RAISED CEiur,� .- MSM ceiur,� RATED LOCATIONS) \, ..;.. 1 I 3/4 ,2500ps1 GYPCRETE TOPPING TOP PLATE 3/4" T4G PLYWOOD SHEATHING O TYPICAL RATED CORRIDOR CONSTRUCTION 1 1 I-JOISTS PER STRUCTURAL 9 SEE DETAIL 5/A33a 3V2" SOUND INSULATION BETWEEN SUITES (2)LAYERS 5/8" TYPE 'X'GYP.BD. - OR - 1 1 SUITE 1 CORR 1 SUITE ! ll)LAYER 5/8" TYP 'G'GYP.BD.w/RG(PER RCP) 10 SUSPENDED CEILING 1 `A O PER RCP 1 TYPICAL FLAT/LOW SLOPE ROOF CONSTRUCTION 1 +81'-®' E 1 F 6 1 HE RATED ASSEMBLY TAC.PTHC SLEEVE t0 BE INSTALLED 111/4" 1 F�?I1�iFFEO _ _..._._. _ .... ....._._. .........._... _.. ___-- _. _ ..__._. _ SINGLE-PLY TPA. FROM ADJACENT FACE OF FINISH.SLOPE t0 DRAI .. ,, ...-. xx ..... �.:..r-. '.r• ; ¢'. - r:- ..,t. r.,..,t,x .Z ""x"' i. '3�''`" a " 12 I i ` ' a.<: � � :"`"' '`" '`� �'� �. . �"' ."�.` .. ` -:"` Jx _'`- .x�" .�; \.., A 151b ROOFING FELT OR APPROVED UNDERLAYMENT PER MFR TAPE,SEAL,FLASH OPENING AS > " O SHEATHING R STRUCTURAL) FOR WINDOW INSTALLATION ON A8 SHt Z/16 SB SHE UNA lPE tRUCTU DETAILED I -- - _-=_=_--__--" �___._-_ - ---- ___.___. __.__.__ _.__------ PRE-MANUFACTURED TRUSSES a 24 oc SOFFIT /F CONSTRUCTION - TYP 1 FASCIA w ELEC/ R-38 INSULATION 12 (24" OVERHANG UN.O.) COMM"51; MECH -= 6' HOSPITALITY 0 WELL b MIL POLY VAPOR BARRIER(WARM SIDE) 1/4"FIBER CEMENT SOFFIT BOARD ON 2x FRAMING CEILING MEMBRANE PER CLG TYPE: 5/ .I II R/S FINISH M 8.4 1 I r 61 � y>pL.x _� n 1 IL1; �. __, :t �� .v.. x �4 I ,,`, t�,!: ` €tib l �.� �.,-,1` , r* �,�,� ��',;�� (2)LAYERS 5/8" TYPE 'X'GYP BD OR- 4 x 12 WOOD TRIM w/ 2x10 CONI.SUB FASCIA LAYER /8'TYPE 'C GYP.BD.w/RC(per RCP ILL rCONTINUOUS 4"w SOFFIT VENT w/50%FREE AREA REVISIONS: SECON FLOOR ; - -- --- ---- -------- -� --�---- ° ' BLK'G BETWEEN JOIST 48sgin MIN AREA VENTED TYP PITCHED SHINGLED ROOF CONSTRUCTION ..............................................._._..................._.... (3-21/4"R HOLES OR 4-2"R HOLES) 1 0 ` — — — — — — — -- O 1 HR RATED ASSEMBLY TYP (4/12 SLOPE MIN.) INSULATION BAFFLE EA VENT SPACE ! COMP SHINGLES-LAMINATED ARCH, PER SCHED VINYL WINDOW HIGH WIND APPLICATION t WARRANTY �13> cl - - 151b ROOFING FELT OR APPROVED UNDERLAYMENT U�031 SHGG=032 VESTIBULE LOBBY °' a RECEPTION OFFICE WORK KIT. a KITCHEN COOLER DRY STOR WATER ICE/WATER SHIELD AT EavEs,HIPS,RIDGES,GABLES �R TO A8 SHEETS FOR HEAD,JAMB,SILL DET ROOM CORR. i SERVICE CONTINUOUS VENTED RIDGE NOT USED ..m- 1/I6" OSB SHEATHING UNA.(PER STRUCTURAL) 14 +0'-0" I _____ IJ PRE-MANUFACTURED TRUSSES a 24" oc FIRST F12OR R-38 LOOSE FILL INSULATION I 6 MIL POLY VAPOR BARRIER(WARM SIDE) 15 FOUNDATION DRAIN CEILING MEMBRANE PER CEILING TYPE: 4" HDPE PERFORATED DRAIN PIPE ♦` — — — — — — — — _ r SECTION � I t I I I I �/ t I I p C I I (2)LAYERS 5/811 TYPE 'X'GYP.BD. - OR - CLEAN DRAIN GRAVEL,3/4" t0 1-I/2" E3 f)G ' ' C I OI�! 11"1 l.F L O /1�I I I"I I V I\ �J 1 OO ll)LAYER 5/8" TYPE 'C'GYP.Bp.w/RC(per RCP) GEOTEXTILE WRAPPED PIPE AND DRAIN GRAVE J _ t I �a TYP LOW-PITCHED SHINGLED ROOF CONSTRUCTION 16 KNEE BRACE.TRELLIS OR OUTRIGGER SCALE: 1/8 - 1'-011 O (LESS THAN 4:12 SLOPE,2:12 SLOPE MIN) PER EXTERIOR DETAILS SAME AS 01 ABOVE EXCEPT USE CONTINOUS CEDAR - KNOTTY APPEAR GRADE,RIS,KD. ICE/WATER SHIELD UNDERLAYMENT,OR AS PER i� TYPICAL PATIO JAMES CLAR ON MFR REQ'TS. 4 REINF CONCRETE w/8 THICKENED EDGE PREPARED SUBGRADE FOR EXT.SLAB FROST PROTECTION PER GEOTECH 1 SALE , OREGON EXF6/30/2016 ____ +11,40" rNi X14 I "" T.O.PARAPET i I PROJECT TITLE: 12 \ . 14 4�� z 12 4 a 4 �n 12 12 a 14 3 N SLOPING TOP PLATE VARIE +10 KITCHEN TOP IE ------ _ 1 + p� 1 TOP PLATE O IL DINING KITCHEN AL DINING — =y- - - ;. PORCH 1 ►-r ILI 11ji P A,2 1 1 fi FIRST FLOOR II .7.F.y,.�. •. .:�. Y,' 7 V ..i t "v �.'�.T .t..� ,x ,,.�.. ..> i S ( :i., .�,..� ..t.x .' — — U M +33'-m v r -: Y vV` \,�y 1\. . Y� Iz s � �.°'h. l YY Zr .�i . `.� �, TOP PLATE f 1 1 5LDC� '5 ' SECTION T�—IRU AL DIN INS GAE3LE / KITC�4EN / IL DIN INCA INTEIRIOi� VAULT N o u 1 1 j 1 � 1 SCALE: 1/8" = 1'-0" + CORN 1 SUITEIn V-011 01, w u^� U THIRD FLOOR I@'� ... i � �' N 1 I ! IAK --------------- - - - o 1 3 3 i 12 - �! _......._._._._....._... I-1 1 ! CORN 1 T9BMl'�R D 4 I 1 I a I 1 NV SECOND FL -------- -................._____.__._._._._._. 12 ea - ai i c 1 E E ,x. �,..> .�. + 10,-o, m TOP IE -KITCHEN iN 0 O N o o AL DINING OVERED 1 � aI ; PORCH I I 1 I A !I ' o o i1 !! i I 11 � cv N }m-m I_ , 1 � 1 � SHEET TITLE: FIRST FLOOR �� I bRY STORAGE j CORR j�JdN OFFICE I BUILDING SECTIONS It 1 1 I j I 1 +01-011 CORE / TYPICALS I - - - - - - - - - - - - - - - - - I _ M ro off . ------ IRV FIRST FLOOR -- p DRAWN BY: /� ♦� - - - - - - - - -rte ♦ _ _ I ♦_ _ _ I sDE SHEET: QEn LDC '5 ' SECTION THF;1,� STAIiR / ELEVATOfi` / AL DINING / THEATEi� _ — — — —f5LDG '5 ' SECTION <TC�4f N _r PROJECT R: .cDL I KEY PLAN 1403 Q SCALE: = I -0" SCALE: ,/8" = 1'-0" A3 .2b CD E_$ a a fu 7.11.14 0 M � M O M 00 O M O o .4 cd Mv� a.1w 2 3 O — — — — — — — — — — — r ry 4231-611 TOP PLATE •!�1 – --------------- TOP OF GIRDER I i_._ I 3 _._._. +12-311/211 �2 12 — — O _ .........._._.. _................_...... I -._.................. _.........................._...._.................. TOP OF BEAM 4 7 Q 4 1 I x; x," +8-101111 TOP PLATE .I i I CORR i SUITE i ' +01-011 I +01-011 FIRST FLOOR --- FIRST FLOOR 5L c 5E c1;;zT F'o� D IN f NG; T-Tc Su f TE BUILDING / WALL SECTION KEY NOTES GENERAL DESCRIPTIONS. REFER TO WALL,ROOF,AND CEILING ASSEMBLIES FOR DETAILS. OTYPICAL INTERIOR DEMISING AND CORRIDOR WALL <7b>METAL ROOF CONSTRUCTION 5/8" TYPE X GYP.BD.EA.SIDE STANDING SEAM ROOF - COLOR PER SCHEDULE 2x6 STUDS a I6" O.C. (2)151b ROOFING FELT OR APPRV'D UNDERLAYMENT PLYWD SHEATHING SHEAR PNL,PER STRUCT 1/16" OSB SHEATHING UNA.(PER STRUCTURAL) RESILIENT FURRING CHANNEL a 24" oc ONE SIDE,AND PRE-MANUFACTURED TRUSSES/RAFTERS a 24" oc 311/2" SOUND INSULATION,PER SOUNDWALL SCHEDULE R-38 LOOSE FILL/BATT INSULATION FIREBLOCK PER CODE 6 MIL POLY VAPOR BARRIER(WARM SIDE) NON- O BEARING INTERIOR WA CONST TI (2)LAYERS 5/8" TYPE 'X'GYP.BD. 2> 5/8" TYPE X GYP.BD.EA.SIDE 8 TYPICAL EXTERIOR WALL CONSTRUCTION 2x6 STUDS a 16"oa FIBER CEMENT SIDING,4"/8" REVEAL PER ELEV SEE PLANS/SCHEDULES FOR SOUNDWALL or RAIN SCREEN CONSISTING OF PRESERV-TREATED SHEARWALL LOCATIONS (NOT TYPICAL) 3/B' WD FURRING STRIPS AND FASTENERS 3 TYPICAL SLAB CONSTRUCTION COMPATIBLE w/PRESERVATIVE 4"CONCRETE SLAB PER STRUCTURAL OVER WATER RESISTANT MEMBRANE R-10 RIGID INSUL (VERT. INT.PERIMETER EDGE) 1/2" SHEATHING U.N.O.(PER STRUCTURAL) VAPOR BARRIER ASTM E-1145 CLASS A 2x STUDS a 16" oc (PER STRUCTURAL) PREPARED SUBGRADE PER STRUCT/GEOTECH R-21 INSULATION - UNFACED 6 MIL CLR CONT.POLY VAP.BARRIER(WARM SIDE) TYPICAL DECK CONSTRUCTION 5/8"GYP.BD. DECTEC WATERPROOF MEMBRANE,SINGLE PLY TYPICAL EXT WALL CONSTRUCTION - STONE w/PERIMETER FLASHINGS AND DRIP EDGE8b ADHERED STONE PER SCHED 3/4" A/C T4G PLYWD.(BLOCK ALL OTHER JTS) ON MORTAR BED F1 BER CEMENT BD SOF51) SOFFIT JOISTS PER METAL LATH w/WEEP SCREED AT BOTTOM FI MTL CAP FLASHING 4 PROTECTIVE COATING ON ALL WEATHER MEMBRANE PER MFR REQ'TS EXPOSED BEAMS OVER TYPICAL EXTERIOR WALL CONSTRUCTION TYPICAL ELEVATED FLOOR/CLG.CONSTRUCTIONTYP EXT WALL CONSTRUCTION - BOARD 4 BATTEN ORATED I HR RATED ASSEMBLY(SEE DWGS FOR 2 HR Ix3 VERTICAL FIBER CEMENT BATTENS At 16" oc OVER FIBER CEMENT PANELS AND RAINSCREEN (PER 8) 3/4T,2500psi GYPGRETE LOPPING LOCATIONS) OVER TYPICAL EXT.WALL CONSTRUCTION 3/4" TEG PLYWOOD SHEATHING TYPICAL RATED CORRIDOR CONSTRUCTION [-JOISTS PER STRUCTURAL 9 SEE DETAIL 5/A33a 311/2" SOUND INSULATION BETWEEN SUITES (2)LAYERS 5/8" TYPE 'X' GYP.BD. - OR - SUSPENDED CEILING lU LAYER 5/8" TYR 'C' GYP.BD.w/RC (PER RCP) lm PER RCP 6 TYPICAL FLAT/LOW SLOPE ROOF CONSTRUCTION 1 HR RATED ASSEMBLY 11 PTAc.PTAC SLEEVE t0 BE INSTALLED 111/4" SINGLE-PLY T.P.O. FROM ADJACENT FACE OF FINISH.SLOPE t0 DRAIN 151b ROOFING FELT OR APPROVED UNDERLAYMENT PER MFR TAPE,SEAL,FLASH OPENING AS 1116" OSB SHEATHING U.N.O.(PER STRUCTURAL) DETAILED FOR WINDOW INSTALLATION ON A8 SHTS PRE-MANUFACTURED TRUSSES a 24" oc SOFFIT/FASCIA CONSTRUCTION - TYP R-38 INSULATION 12 (2411 OVERHANG UNA.) 6 MIL POLY VAPOR BARRIER(WARM SIDE) 1/4"FIBER CEMENT SOFFIT BOARD ON 2x FRAMING CEILING MEMBRANE PER CLG TYPE: 5/4" x 12"WOOD TRIM w/R/S FINISH (2)LAYERS 5/8" TYPE 'X'GYP.BD. - OR- 2x10 CONT.SU6 FASCIA (1)LAYER 5/8" TYPE 'C' GYP.BD.w/RC(per RCP) CONTINUOUS 4"w SOFFIT VENT w/50%FREE AREA TYP PITCHED SHINGLED ROOF CONSTRUCTION BLK'G BETWEEN JOIST48sgin MIN AREA VENTED REVISIONS: O I HR RATED ASSEMBLY TYP (4/12 SLOPE MIN.) INSULATION TI HOLES R HOLES) LE 4-2 I COMP SHINGLES-LAMINATED ARCH, PER SCHED NSULATION BAFFLE EA VENC SPACE HIGH WIND APPLICATION 4 WARRANTY 13 VINYL WINDOW 15Ib ROOFING FELT OR APPROVED UNDERLAYMENT U■031 SHGC■032 ICE/WATER SHIELD AT EAVES,HIPS,RIDGES,GABLES REFER TO A8 SHEETS FOR HEAD,JAMB,SILL RETS. CONTINUOUS VENTED RIDGE 1116" 055 SHEATHING U.N.O.(PER STRUCTURAL) 14 NOT USED PRE-MANUFACTURED TRUSSES B 24" oc R-38 LOOSE FILL INSULATION FOUNDATION DRAIN 6 MIL POLY VAPOR BARRIER(WAi;;�M SIDE) 1B 4" HDPE PERFORATED DRAIN PIPE CEILING MEMBRANE PER CEILING TYPE: CLEAN DRAIN GRAVEL,3/4" t0 1-1/2" (2)LAYERS 5/8" TYPE 'X'GYP.BD. - OR - GEOTEXTILE WRAPPED PIPE AND DRAIN GRAVEL (1)LAYER 5/8" TYPE 'C' GYP.BD.w/RC(per RCP) TYP LOW-PITCHED SHINGLED ROOF CONSTRUCTION 16 KNEE BRACE,TRELLIS OR OUTRIGGER �a PER EXTERIOR DETAILS (LESS THAN 4:12 SLOPE,2:12 SLOPE MIN) SAME AS'T ABOVE EXCEPT USE CONTINOUS CEDAR - KNOTTY APPEAR GRADE,R/S,KD. TYPICAL PATIO ICE/WATER SHIELD UNDERLAYMENT,OR AS PER 17 4" REINF CONCRETE w/8"THICKENED EDGE MFR REQ'TS. PREPARED SUBGRADE FOR EXT.SLAB JAMES CLAR ON FROST PROTECTION PER GEOTEC 4 SALEM, OREGON ,1 EXP.6/30/2016 ?� V I I N PROJECT TITLE: r1/ Q b a1 0 t� I N M 1/y U C N CL C w M 9 Ln m CNI z � H r M x E z 00Z N O O N " A g N N SHEET TITLE: L BUILDING SECTIONS MC / AL TYPICALS 0 0 DRAw"BY: SHEET: O SDE c�/7 Q KEY PLAN PROJECT DATE: a a 7.11.14 fu0 RATED UNIT FLOOR/CLG: RACED CORRIDOR FLOOR/CLG: 1 HR TYPE 7 - TYP,UMO 1 HR TYPE '3' - TYP,UN.O ON PLAN W N PLAN RATED CORRIDOR ROOF/CLG- Ldi I HR TYPE '1' - TYP,UN.O ON P� 10 00 o M 00 N � � CORR JOIST s~ �; oM M <, PER STRUCT HIGHER RATING OR HIGHER PRIORITY WALL ASSEMBLY. STOP DBL PL PER _ r�i zi a w ADD LAYER OF GYP. BD TO STRUCT DTLS SUSPENDED CLG FIRE STOP FLUSH OUT WALL AS REQ'D FIRE/SMOKE PENETRATIONS ROOF DECK ON AND EXTEND t0 NEAREST PRE-MANUFACTURED TRUSSES LOGICAL TERMINATION POINT. DAMPER PER MEP p ROOF DECK ON 2x TRUSS ATTIC SPACE ------ i i i UNRATED OR PRIORITY bm PARALLEL STRUCTURE i ATTIRT SPACE LOWER RATED WALL t Q- I I ASSEMBLY , LATTIC SPACE i i .-�:`�— - - 7 - �- �:- -� �- i f' MAINTAIN RATED !` I r ?� EX, ';e � � f i MEMBRANE THRU � "� RATED WALL, = RATED ROOF/CEILING INTERSECTION I HR TYPE 'A' - "` ASSEMBLY TYP,UN-0 ON PLAN k AYER No" TYPE 'Xi GYP. BD. 1 HR RATED ROOF/CEILING 1 HR RATED ROOF/CEILING PRIORITIES O ON 2x6 STUDS s I6 O.C. ASSEMBLY: ASSEMBLY Fj 1. FIRE WALLS �~ z CONTINUNOUS FROM FLOOR GA FILE NO. RG 2602 / 2. FIRE BARRIERS j DECK BELOW t0 ROOF PECK 3. FIRE PARTITIONS u ABOVE �; 4. UNRATED WALLS UPPER FLOOR CORRIDORIROOM f PERPENDICULAR STRUCTURE 1 0 U.N.O. RATED WALL CONTINUITY " RATED FLOOR/CEILING 4 SEE 51MILAR DETAIL ON A1.1 5 TYP 1 HOUR CORRIDOR - ' OLID WOOD BLOCKING ASSEMBLY, PER PLAN SOLID WOOD BLOCKING SCALE: 1" = 1'-0" m:/drefting/proJects/1301 salmon crsek/parmif✓dstalls/0975m wall priorlty SCALE. 1/2" = 1'-0" O M:/DRAFTW-VPROJECTS/1102 COLO SPR "'ERMIT/OETAILS/09750 IHR-CORR-MTWEST RATED FLOOR/CEILING ASSEMBLY STAIR/SHAFT if YL LEDGER - / ; ENCLOSURE WD BEAMS STEEL COLUMN IBC ITEM 1-11 TABLE 120.1 (1) PER IBC FIREWALL - HORIZONTAL CONTINUITY - EXCEPTION al: LAG BOLTS INTO SOLID WOOD 1 STEEL COLUMNS AND TRUSSES FIRE WALLS PERMITTED TO TERMINATE At INTERIOR SUi�FACE OF BLOCKING THRU GYP BD, PER PARALLEL __� x 1 COMBUSTIBLE EXTERIOR SHEATHING OR SIDING PROVIDED EXTERIOR WALL { / STRUCTURAL FRAMING PER ( + /: GYPSUM WALLBOARD - HAS 1 HR FIRE-RESISTANCE FOR A HORIZONTAL DISTANCE OF 4' ON BOTH / STRUGt (LEDGER g - (2 LYRSN THCK = I HR 4 LYRS/211 r SIDES OF FIRE WALL, w/ HR PROTECTION OF ANY OPENINGS. ' PERPINDICULAR RATED THCK = 2 HR) - PARALLEL FRAMING FRAMING) �� '` �'` � , _ FLR/GLG/ROOF .`..; .. .�... ADHESIVELY SECURED TO COLUMN PE ICULAR - - = WOOD BEAM ASSEMBLY FLANGES AND SUCCESSIVE LAYERS. MTL "H" STUD RUNNER EXTERIOR FINISH FRAMIN ___----LAYER N." TYPE 'X' GYP. BD. / ' STAIR STRINGER PROTECTED AS WALLBOARD APPLIED WITHOUT IN SMOKE-TIGHT SEALANT ON 2x6 SCUDS ib" O.G. �\Jf �'1 OR BEAM - RATED WALL ASSEMBLY HORIZONTAL JOINTS.CORNER EDGES NO EXTERIOR-SIDE RATED MEMBRANE '� CONTINUOUS t0 FROM FLOOR WALL FURROUT PER ,� 1 PER STRUCT DTLS EXCEPTION: FLOOR BEAMS GREATER THAN 6x10 OF EACH LAYER STAGGERED. REQUIRED AT 180d INTERSECTIONS WALLBOARD LAYER BELOW OUTER 1 11 �� (>� PLAN (NO NOMINAL (5x10 1/2 GLB) MAY BE CLASSED AS HEAVY 4-0 41-011 DEGK/$LAB BELOW TO FLOOR I i LAYER SECURED TO COLUMN WITH I \ PENETRATIONS INTO TIMBER AND UNPROTECTED �-.F. DECK ABOVE , " • DOUBLED 0.049" (No. IS B.W.gage) NO OPENINGS OR�I-IR PROTECTIVES o FIRE BARRIER WALL ,- STEEL WIRE LIES SPACED 15'OgN FIRST FLOOR - INTERIOR WOOD COLUMNS w/COL WRAPS -. - / (INTERMEDIATE FLOORS SIM) AT STAIRS 4 = - FIRST FLOOR - TYPE F FURROUT, CENTER EXPOSED GONERS TAPED �- _ -. /.w ELEVATORS) (INTERMEDIATE FLOORS SIM) ,� . (NON-BEARING)WHERE AND TATER. - NOTE: _- APPLICABLE,PER 1 / REFER TO WALL TYPE „ a n e P ION AND ~` COMBUS I LE STRUCTURAL SHEATHING ,. II II CONFIGURATION J FOR CONSTRUCTION DETAILS �< t B URAL TYP EXTERIOR WALL: ; r 5/S TYPE X GYP ISOLATED WOOD COLUMNS 11 NOTE: PROTECTED BY SAME CONSTRUCTION TYPE B PER WALL TYPES, FIRE BLOCK ing- _ REFER STRUCTURAL FOR FRAMING - - - TYPE A WALL- AS I HR TYPE A WALL A2 SHEETS, 1 HR RACED ' - - - ALL WOOD AND CONNECTIONS u NOTE: ; , STRUCTURAL i I USE TYPE X GYP SHEATHING AT nJ ` y REFER TYPICAL FIRE BARRIER FRAMING AND EXTERIOR CONDITIONS 2 HR FIRE WALL,---' EXTEND SHAFT LINER DETAIL FOR BALANCE OF NOTES, PANEL t0 INSIDE FAGS r v a ` �r. ,.� � KEYS, AND DIMS td PROTECTED EXTERIOR/INTERIOR FINISH PER AS WALL TYPE E �` ; ��- OF EXTERIOR SHEATHING SMOKE BARRIER CONSTRUCTED AS n / WITHIN RATED DETAILED ELSEWHERE,WHEN 1 HOUR FIRE BARRIER WALL ASSEMBLY APPLICABLE 1 HOUR FIRE BARRIER - TYP 1 HR FIRE BARRIER-AT STAIRS/SHAFTS FIRE-RESISTANT CONSTRUCTION 2HR FIRE WALL - PLAN 7 COLUMNS AND SEAMS EXTERIOR WALL TERMINATION 6 SCALE: 111 = 11-011Detalls/06110 IHR FIRE 15AR1¢IER SCALE: I" = I'-0" details/06110 IT firs barrier shaft SCALE: P = 1'-0" O SCALE: P = I'-0" M:/06lW4PLSAl0FR.4MG/06110 2HR FIRE WALL M:/DRAFTWWROJECTS/1301 SALMON CREEK/PEWIT/DETAILS/05100 1 HR COL. rl '` .�t rte" . :. ... ... . . . fi TERMINATE GYP MEMBRANE AT BOTTOM OF RATED PER IBC FIREWALL VERTICAL CONTINUITY - EXCEPT f'2: FLOOR/ROOF/CLG ASSEMBLY A. 2 HR FR RATED WALLS CAN TERMINATE At THE UNDERSIDE OF ROOF SHEATHING PROVIDED: 2.1 LOWER ROOF ASSEMBLY WITHIN 4' IS 1 HR INCLUDING ENT( SMOKE AND FIRE SEAL ALL LENGTH AND SPAN OF SUPPORTING ELEMENTS PENETRATIONS 22 NO OPENINGS IN ROOF WIAN 4' OF FIRE WALL 23 MIN.CLASS 'B' ROOF COVERING SUSP CEILING WHERE ,f 4'-0" EA. SIDE 4'-0" EA.SIDE SCHEDULED ,... NO ROOF PENETRATIONS NO ROOF PENETRATIONS TYP 1-HR TYP INTERIOR PARTITION, r 1 HR CONSTRUCTION ROOF/CEILING ASSEMBLY 4 ATTIC SPACE ixx -� r BASE AND FLOOR FIN PERxx xx SCHED 1 HOUR ROOF/CEILING ASSEMBLYxx UNPROTECTED OPENINGS XX xx REVISIONS: ALLOWED PER RCP, INCL SUPPORTING STRUCTURE 1 HR FIRE PARTITIONSLu 11 SMOKE PARTITIONS AND CORRIDOR WALLS TYPICAL EXTERIOR WALL TRUSSEg ATTIC SPACE _ SCALE: P = I'-0" m:/drafting/prolects/1102 colo epr/permit/details/06110 smoke barrier CONSTRUCTION EFINISH, / L o f— TOP FLOOR W/ III TYPE X RATED GYP p IQ SHEATHING -EXTEND FULL L Lu LENGTH AND WIDTH OF WALL, �q /} m (4 min.FROM FIREWALL REQ D z �. \ BY CODE) CEILING LINE { u 101 6 TOP FLOOR I w NO OPENINGS IN ROOF WITHIN 10' OF JAMES CLAR ON FIRE WALL Z � o N PARALLEL FRAMING "` � o I M N u O p EXP.6/30/2016 xx o FIRE BLOCKING SALEM, OREGON r? = AT FLOOR LINE w rn TYP I-HR ROOF/CEILING wxx Q ASSEMBLY E ATTIC SPACE 0 r Q ri FIREWALL TERMINATES At m PROJECT TITLE: b PERPENDI ULA UNDERSIDE OF LOWER DECK: FRAMING `V xx i ! O � �+ fL N / 1 XXI , iii01 xx ' O u DOUBLE TOP PLATE, M f 1` O . LAYER 5�e" TYPE 'X' INTERMEDIATE FLOG INTERxx MEDIATE OCP. BD. ON 2x STUDS g 16" H TERMED TE TOP FLOOR ,L ti FLOOR Xx DENS-GLASS SHAFTxx xx 0 H NX AT FLOOR L NE BLOCK NG xx LINER IN 2" MTL H-STUD a rn 24"oo U c r SILL PLATE o -� O +L " "♦ DETAILS FOR v o REFER TO STRUCTURAL -t XX FLOOR/WALL +- q I t 1 cD C/1 `�'' �- ; I 1 CONNECTIONS Oi o to I / f— JAS 1100 %< 11 1*L I Y I /k 0 ��., ti z FIRE BLOCKING IN AIR 1. FIREWALL TERMINATION At INTERIOR % +- 0 .% SPACE g EACH At �) z FACE OF SHEATHING, PER EXC I OF 0' FLOOR/CEILING LINE - TYP I. FIREWALL TERMINATION At INTERIOR NOTE: o m ni Q 1065 A-� A-� FACE OF SHEATHING,PER EXC I OF FIRST REFER TYPICAL 2 HOUR FIRE O m LOWEST FLOOR (1)LAYER No" TYPE 'X' In �" H 2. EXTERIOR WALLS ARE PROTECTED 131 130 1065 WALL PTL FOR BALANCE OFLL - Z GYP. BD. ON 2x STUDS e ;� v z WITH I HR RATING FOR 4' EA SIDE FLOOR _ o _ 3 2. EXTERIOR WALLS ARE PROTECTED NOTES,KEYS,AND DIMENSION 16 O.G. w a a, AND NO OPENINGS 2HR FW 2HR FW 2HR HR FW _ SIN 2HR FW 2HR FW WITH I HR RACING FOR 4' EA SIDE 25 GAUGE UMINUM -0 3. NO EXTERIOR-SIDE PROTECTION - AND NO OPENINGS "BREAK-AW Y" ' "' REQ'D PER 1065.1 GOND 1 (WALLS 3. NO EXTERIOR-SIDE PROTECTION I-- FORM AN ANGLE GREATER THAN a'• I I III a' REQ'D PER 1065.1 COND 1 (WALLS CLIP 2x2 -1/2 v� d 180d) - tr T 0 - FORM AN ANGLE GREATER THAN <. A o A ..11 : dh I4 a ll c. 3 . W n O in N In I I I I I I I I A a` .,, . rI FIREWALL TERMINATES AT FEC I le f i. I. e I p o rr6 o EXTERIOR STAIR WALL ELEV I StOR o;�` .' rYi ' STAIR w3 I - f;� g oN 1034 I 1021 - - - - - - - " - - SHEET TITLE: 1 0 a FIRE RATED It CONSTRUCTION '2 nr'2 i h ., REFER WALL TYPE 'E' ON THE A2 SHEETS FOR ADDITIONAL WALL WALL SECTIONS 0 0 4 d0, 0 a.o d a0, CONSTRUCTION NOTES Danwrr BY: SHEET: CD FIRE WALL PLAN B-C BUILDINGS 2 HOUR FIRE WALL 2 HOUR FIRE WALL PROJECT 9: Q 2 3 ,�� : —STEPPED ROOF TYPICAL 1403 d (~ F 24 II = �_ II 25 II _ I II A3 .3a SCALE: I I 0 M:/06WDtPLB/110FRAhIC�/06110 2HR FII WALL BTAGCiER MdDRAFTIWA/PROJECTS/1044 MWSH SALEM II DREAM/PERMIT/DETAILS/CO SPR FIRE-RATED PUM/21-IR FIRE WALL ° 7.11.14 0 s BUILDING / WALL SECTION KEY NOTES GENERAL DESCRIPTIONS. REFER t0 WALL,ROOF,AND CEILING ASSEMBLIES FOR DETAILS. c+� O TYPICAL INTERIOR DEMISING AND CORRIDOR WALL METAL ROOF CONSTRUCTION c cn 1 5/8" TYPE X GYP.BD.EA.SIDE �Ib STANDING SEAM ROOF - COLOR PER SCHEDULEcon a, cn 2x6 STUDS a 16" O.C. (2)151b ROOFING FELT OR APPRV'D UNDERLAYMENT PLYWD SHEATHING SHEAR PNL,PER STRUCT 1/16" OSB SHEATHING U.N.O.(PER STRUCTURAL) I o M 00 RESILIENT FURRING CHANNEL a 24" oc ONE SIDE,AND PRE-MANUFACTURED TRUSSES/RAFTERS a 24" oc I I U W) 311/2" SOUND INSULATION,PER SOUNDWALL SCHEDULE R-38 LOOSE FILL/BATT INSULATION WRAP DECK l i SIDING PER ELEVATIONS o p Mo FIREBLOCK PER CODE 6 MIL POLY VAPOR BARRIER(WARM SIDE) MEMBRANE UP o O .) C) (2)LAYERS 5/8" TYPE 'X' WEATHER BARRIER pq GYP.BD. WALL MIN. b" ` - 2 TYP.NON- O BEARING INTERIOR W CONS CTI ��� \ i 5/8" TYPE X GYP.BD.EA.SIDE 8 TYPICAL EXTERIOR WALL CONSTRUCTION u o 2x6 STUDS a 16"oc FIBER CEMENT SIDING,4"/8" REVEAL PER ELEV I ; M v� a w SEE PLANS/SCHEDULES FOR SOUNDWALL or RAIN SCREEN CONSISTING OF PRESERV-TREATED STARTER STRIP SHEARWALL LOCATIONS (NOT TYPICAL) V WD FURRING STRIPS AND FASTENERS I DECTEC WATERPROOF MEMBRANE O3 TYPICAL SLAB CONSTRICTION COMPATIBLE w/PRESERVATIVE = MI 1/4 TYPICAL DECK 4 4" CONCRETE SLAB PER STRUCTURAL OVER WATER RESISTANT MEMBRANE `" CONSTRUCTIONO R-10 RIGID INSUL (VERT. INT.PERIMETER EDGE) 1/2" SHEATHING UNA.(PER STRUCTURAL) VAPOR BARRIER ASTM E-1145 CLASS A 2x STUDS • 16" or.(PER STRUCTURAL) PREPARED SUBGRADE PER STRUCT/GEOTECH R-21 INSULATION - UNFACED ` 6 MIL CLR CONT.POLY VAP.BARRIER(WARN(SIDE) �3 (i TYPICAL DECK CONSTRUCTION 5/8"GYP.BR O -1 DECTEC WATERPROOF MEMBRANE,SINGLE PLY " 5 w/PERIMETER FLASHINGS AND pADHERED STONE PER SCHED RiP EDGE Sb TYPICAL EXT WALL CONSTRUCTION - STONE wc1 m u f i • 3/4" A/C T43 PLYWD.(BLOCK ALL OTHER JtS) y ON MORTAR BED F1 JOISTS PER BD SO. METAL LATH w/WEEP SCREED AT BOTTOM TYPICAL FLOOR FIBER CEMENT BD SOFFIT MTL CAP FLASHING t PROTECTIVE COATING ON ALL WEATHER MEMBRANE PER MFR REQ'TS CONSTRUCTION O 4.p , � EXPOSED BEAMS. OVER TYPICAL EXTERIOR WALL CONSTRUCTION _ � I DECK JOISTS PER STRUCTURAL � f Sc TYP EXT WALL CONSTRUCTION - BOARD t BATTEN v__ �`i � TYPICAL ELEVATED FLOOR/CLG.CONSTRUCTION ; ! ! 1! ! / ! ! ! ! 5 Ix3 VERTICAL FIBER CEMENT BATTENS At 16" oc Ai 5 O I HR RATED ASSEMBLY(SEE DWGS FOR 2 HR 5 I i i I� _. \ i�\ i T _ OVER FIBER CEMENT PANELS AND RAINSCREEN(PER SLOPED LEDGER - W 1` 3.4 SIM— - - - - - - RATED LOCATIONS) OVER TYPICAL EXT.WALL CONSTRUCTION '" ova ♦ 3/4,2500pal GYPCRETE TOPPING - - - - - - 12 x 12 3/4" ttG PLYWOOD SHEATHING 9 TYPICAL RATED CORRIDOR CONSTRUCTION `. 12a4 1 I-JOISTS PER STRUCTURAL SEE DETAIL 5/A33a - - - - - - TRIM 4D ,EE O � �� I I 3 z SOUND INSULATION BETWEEN SUITES -..... :.� +30-0 (2)LAYERS 5/8" TYPE 'X'GYP.BD. - OR - ,1 �, ` \ � r' !/ IRV TOP PLATE I ll)LAYER 5/8" tYP 'C'GYP.BD.w/RC(PER RCP) 10 PER RCPSUSPMCEILING `> ': • I +30-0 I - . _ 1 l r +30' 0" . . - . /\ J, % O TOP PLATE I !, — — — — — — — — — — TOP i= TE" - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - TYPICAL FLAT/LOW SLOPE ROOF CONSTRUCTION E C FLASHING A S H I N 12 z FILL WALL w/ +30'-0" f 12 I O 1 HR RATED ASSEMBLY 11 TAC.PTAs SLEEVE t0 BE INSTALLED 111/4° DECK / WALL G I INSULATION TO TOP PLATE SINGLE-PLY T.P.O. FROM ADJACENT FACE OF FINISH.SLOPE TO DRAIN : .; ( ! SCALE: 111 " " CEILING 151b ROOFING FELT OR APPROVED UNDERLAYMENt PER MFR TAPE,SEAL,FLASH OPENING AS Z = I -0 m=/drafting/prolects/1402 albariy/permit/details/01600 deck flashing O ♦` _ _ _ _ / ENCLOSED SOFFIT ♦ ! - - - —/ VI6" OSB SHEATHING U.N.O.(PER STRUCTURAL) DETAILED FOR WINDOW INSTALLATION ON A8 SHTS BEYOND EXTEND RATED GYP 1- - MEMBRANE THRU SOFFIT I I PRE-MANUFACTURED TRUSSES • 24" oc SOFFIT /FASCIA CONSTRUCTION - TYP Q R-38 INSULATION 12 (24" OVERHANG UNA.) 6 MIL POLY VAPOR BARRIER(WARM SIDE) 1/4"FIBER CEMENT SOFFIT BOARD ON 2x FRAMING (L Sc € CEILING MEMBRANE PER CLG TYPE: 5/4" x 12" WOOD TRIM w/RIS FINISH `I z (2)LAYERS 5/8" TYPE 'X'GYP.BD. - OR- 2x10 CONT.SUB FASCIA Fu z (1)LAYER 5/8" TYPE 'C'GYP.BD.w/RC(per RCP) CONTINUOUS 4 w SOFFIT VENT w/50go FREE AREA w -u EE V U 1/ j Q j BLK'G BETWEEN JOIST 48sgin MIN AREA VENTED TYP PITCHED SHINGLED ROOF CONSTRUCTION w ! (3-21/4"R HOLES OR 4-2"R HOLES) cs) w ; ! 1 HR RATED ASSEMBLY TYP (4/12 SLOPE MIN.) COMP SHINGLES-LAMINATED ARCH, PER SCHED INSULATION BAFFLE EA VENT SPACE Lu ! VINYL WINDOW _ LL I HIGH WIND APPLICATION t WARRANTY 13 VINYL WINDOW 32 DECTEC WATERPROOF {l E 0 151b ROOFING FELT OR APPROVED UNDERLAYMENT (P I` (P -' a, REFER TO A8 SHEETS FOR HEAD,JAMB,SILL DETS. MEMBRANE OVER � ; TAPERED WOOD CAP ICE/WATER SHIELD AT EAVES,HIPS,RIDGES,GABLES PLYWOOD DECKING I CONTINUOUS VENTED RIDGE _\V 12 w 1/16" OSB SHEATHING UN.O.(PER STRUCTURAL) 1� NOT USED DECK JOIST al/4 O _ MIN.. FINISHED FLOOR - PRE-MANUFACTURED TRUSSES s 24" oc I R-38 LOOSE FILL INSULATION FOUNDATION DRAIN 6 MIL POLY VAPOR BARRIER(WARM SIDE) 18 CEILING MEMBRANE PER CEILING TYPE: 4" HDPE PERFORATED DRAIN PIPE 5/4x12 TRIM PER ELEVATIONS (2)LAYERS 5/8" TYPE 'X'GYP.BD. - OR - CLEAN DRAIN GRAVEL,3/4" TO 1-1/2" FIRE BLOCKING COMER OR JOINER POST GEOTEXTILE WRAPPED PIPE AND DRAIN GRAVEL AS R_Q'D l (1)LAYER 5/8" TYPE 'C'GYP.BD.w/RC(per RCP) \ ;1 b 16 KNEE BRACE,TRELLIS OR OUTRIGGER Irl j DECTEC WATERPROOF TYP LOW-PITCHED SHINGLED ROOF CONSTRUCTION PER EXTERIOR DETAILS NO SEALANT Biu MEMBRANE I �a (LESS THAN 4:12 SLOPE,2:12 SLOPE MIN) CEDAR - KNOTTY APPEAR GRADE,R/S,K.D. ' SAME AS�1 ABOVE EXCEPT USE GONTINOUS Sc �illi E_ IE I , TYPICAL PATIO +21 0 THIRD FLOOR I ICENIAIER SHIELD UNDERLAYMENt,OR AS PER 1-I AEE REINF CONCRETE w/8"CHICKENED EDGE ` THIRD FLOOR' y''�� MFR REQTS. LAP SIDING OR ALTERNATE +21'-0" 12 1I4 PREPARED SUBGRADE FOR EXT.SLAB THIRD FLOOR ( THIRD FLOOR FROST PROTECTION PER GEOTECH _ - _ PLYWOOD SHEATHING 2" METAL FL G `\ I — — — — — — — — 3.4 r O O , I HOUR CEILING - BEAM PER PLAN OR SOLI I HR CEILING SIM. BLOCKING AT POST CONN.- LEDGER „ � , - - - - - - - - - - - - - - - - - - - - - - - - - - - - � DECK/ROOF FRAMING -` LEDGER M g 5/4x10 TRIM \-I HRFLR/CLG. \-I HRFLR/GLG. 3b lO DECK ENCLOSING CONDITIONED SPACE I SCALE: 1” = 1'-0" mt/draftmg/prolects/140Z albany/permit/details/06110 mach deck abv 1 i E I ' 20 I 3b j TYP i I I I t I TOP RAIL I I i � PICKETS I I 1/ j THRESHOLD ALUMINUM p BOTTOM RAIL GUARDRAIL w/ 2x BLOCKING AT TOP I " PICKETS AND POTTOM RAIL I = SECOND FLOOR I 5 N IMP SECOND FLOORIMP S I SECONDFLOOR __. _____.___._._.___._.____._._.__.___._.__.__._____.. SECOND FLOOR �._._.___._._.__._____________.___._.____._._._._.__.__.____._._._.___._.__._._._._.___._.__._._. ___._._._______._._._.__.__.__.__.__._.__.__._.__._ I � 12 � 4"�-� / ` T._._.______ i 2x JOIST f I 4 r 4 I +91-0" I 3 " — _ lA. DECTEC WATERPROOF MEMBRANE 20 - - - - - - - - - 34SIM. ♦ TOPPLATEI - - - - - - - - - - - - - - - - A8.1 5 I2 31/4" A/C GRADE PLYWOOD f ,, - - - - - - - - - - - - - - l 1 HEADER ♦` — — / 1/4" PER FOOT SLOPE - - ------------------------------------ r 13 I i I I 12x JOISTS BLK'G BEAM OR LEDGER I DOOR FRAME i �\ TYPICAL t 1 5/4x10 TRIM BOARD ` I I 8 MTL DRIP EDGE I I I ii i ---------------------------------------------�- - EADGEFo I PLANE DECK I I I BUILD-UP OF M JAMES CLAR ON I I I I I j BLK'G FOR RAILING REQ'D THRESHOLD I CANTILEVER , ATTACHMENT , o \ EXP.6/30/2016 ri A�LEM OREGON ' OF 3.4 ♦ 3.4 "_ _ ` +0'-0' NOTES: FIRST FLOOR FIRST FLOOR / 3 1. 2x8 BLK G AT CANTILEVER BEAMS PROJECT TITLE: ti +0'-011 _ _ +0'-011 _ _ _ i +0' 0" x4 BLK'G FLAT AT PLYWOOD SEAMS 2 2 a FIRST FLOOR _ FIRST F - x — — —= BLK'G AT DECK EDGE FOR RAILING ATTACHMENT RS FLOOR - r p '. a \ • FIRST FLOOR 3 D CK / RAILING DETAIL N X�'\' 20 SCALE: II�z" = 1'-0" M-/DRAFTING/PROJECTS/140Y ALBANY/PE�fiT/DETAILS/DECK DETAIL 9 I j\�/\\� /\`%\ I ``-- I �\/''\ \`'•` \\�/j/ 3.4 f\\f /� \\` b TYPICAL EXTERIOR WALL TYPICAL EXTERIOR WALL TYPICAL DECK / PATIO WALL TYPICAL EXTERIOR WALL - i__._._ -_ ___ _ _ ................____ ___ ___________. 2 3 STORY CANTILEVER WALL � 3 STORY w/ CORNER COLUMN � 3 STORY - ' - ____ SCALE: 1/2" = 1'-0° DETAILSAUS 38T Nip TYP SCALE: 1/2" = 1'-0" DETAILSAL9 36T PopOut Hip TYP SCALE: 1/2" 1'-0" DETAILSAUS 38T DEM TYP SCALE: 1/2" 1'-0° DETAILSAUS IST TYP ; ________..___._.. U O O ------------- 1 I E � 1/ ; i 1/E tIE1 II I[It �� (1I LI I 1 11 ( I I I N Ary c� O G w in TRIM o o I CLAD BEAM ----------- ................-. . - v C) 1714 ELEVATION _ FLEXIBLE FLASHING ON WALL4 BM Z SCALE : 1/4 = 1 -0 O o --- -- METAL CAP FLASHING � U � i r, r l FLEXIBLE FLASHING SHEATHING CLADDING � a a a 1 CAULK SIDES AND TOP (� a1/ O x MTL. CAP FLASHING OVER v i i EXPOSED BEAMCL EXTEND FIBER CEMENT > x Id - J SHEATHING CAPE PROUD OF END PANEL �. PANEL SIDES 1/4" GLU-LAM BEAM FIBER CEMENT ' o M o = PANEL O o C) 51 � p N I , SHEET TITLE: WALL SECTIONS ti I ILF BLDG A .210 DECKS DRAWN BY: SHEET: in Id o (� Q ENLARGED DECK DETAIL END CAP PROJECT 4: 25 ANGLED DECfG/EXPOSED BEAM WRAP 1403 A3 .3b 0) SCALE: AS SHOWN madraPoing/proJects/140Z albar permit/details/anglededcconstruction DATE: ru ru a a 7.11.14 0 BUILDING / WALL SECTION KEY NOTES GENERAL DESCRIPTIONS. REFER t0 WALL,ROOF,AMC) CEILING ASSEMBLIES FOR DETAILS. cn I w 1 TYPICAL INTERIOR DEMISING AND CORRIDOR WALL �b METAL ROOF CONSTRUCTION M 5/8" TYPE X GYP.BD.EA.SIDE STANDING SEAM ROOF - COLOR PER SCHEDULE rn ch 2x6 STUDS a 16" O.C. (2)15lb ROOFING FELT OR APPRV'D UNDERLAYMENT PLYWD SHEATHING SHEAR PNL,PER STRUCT 1/16" OSB SHEATHING UNA.(PER STRUCTURAL) o M 0000 RESILIENT FURRING CHANNEL a 24" oc ONE SIDE,AND PRE-MANUFACTURED TRUSSE5/RAFTERS a 24" oc u bA m 31i2" SOUND INSULATION,PER SOUNDWALL SCHEDULE R-38 LOOSE FILL/BATT INSULATION r o cn FIREBLOCK PER CODE 6 MIL POLY VAPOR BARRIER(WARM SIDE) o U NON-LOAD A ING INTERIOR W ONS tl (2)LAYERS 5/8" TYPE 'X'GYP.BD. 4 O 5/8" TYPE X GYP.BD.EA.SIDE 8 TYPICAL EXTERIOR WALL CONSTRUCTION N 2x6 STUDS a I6"oc FIBER CEMENT SIDING,4"/8" WEAL PER ELEV M SEE PLANS/SCHEDULES FOR SOUNDWALL or RAIN SCREEN CONSISTING OF PRESERV-TREATED SHEARWALL LOCATIONS(NOT TYPICAL) V WD FURRING STRIPS AND FASTENERS 3 TYPICAL SLAB CONSTRUCTION COMPATIBLE w/PRESERVATIVE 4" CONCRETE SLAB PER STRUCTURAL OVER WATER RESISTANT MEMBRANE R-10 RIGID INSUL (VERT. INT.PERIMETER EDGE) 1/2" SHEATHING U.N.O.(PER STRUCTURAL) VAPOR BARRIER ASTM E-1145 CLASS A 2x STUDS a lb" oc(PER STRUCTURAL) PREPARED SUBGRADE PER STRUCT/GEOTECH R-21 INSULATION - UNFACED 6 MIL CLR CONT.POLY VAP.BARRIER(WARM SIDE) 4 TYPICAL DECK CONSTRUCTION 5/8"GYP.BD. DECTEC WATERPROOF MEMBRANE,SINGLE PLY w/PERIMETER FLASHINGS AND DRIP EDGE Sb TYPICAL EXT WALL CONSTRUCTION - STONE 3/4" AIC L4G PLYWD.(BLOCK ALL OTHER JTS) ADHERED SCONE PERR SCHGHEp y 2x JOISTS PER STRUCT. ON MORTAR BED FIBER CEMENT BD SOFFIT METAL LATH w/WEEP SCREED AL BOTTOM MTL CAP FLASHING 4 PROLECTIVE COALING ON ALL WEATHER MEMBRANE PER MFR REQ'LS Q EXPOSED BEAMS. OVER TYPICAL EXTERIOR WALL CONSTRUCTION TYPICAL ELEVATED FLOOR/CLG.CONSTRUCTIONO TYP EXT WALL CONSTRUCTION - BOARD 4 BATTEN 1 HR RATED ASSEMBLY(SEE DWGS FOR 2 HR 8c Ix3 VERTICAL FIBER CEMENT BATTENS AT lb" oc RATED LOCATIONS) OVER FIBER CEMENT PANELS AND RAINSCREEN(PER 8) 3/4",2500ps1 GYPCRETE TOPPING OVER TYPICAL EXT.WALL CONSTRUCTION • 3/4" T4G PLYWOOD SHEATHING TYPICAL RATED CORRIDOR CONSTRUCTION I-JOISTS PER STRUCTURAL 5 SEE DETAIL 5/A33a 31i2" SOUND INSULATION BETWEEN SUITES (2)LAYERS 5/8" TYPE 'X'GYP.BD. - OR - SUSPENDED CEILING 41t� COD (1)LAYER 5/8" TYP 'C'GYP.BD.w/RC(PER RCP) 10 PER RCP O6 TYPICAL FLAVLOW SLOPE ROOF CONSTRUCTION I HR RATED ASSEMBLY 11 PTAC.PTAC SLEEVE TO BE INSTALLED 11/4" SINGLE-PLY T.PA. O FROM ADJACENT FACE OF FINISH.SLOPE TO DRAIN 151b ROOFING FELT OR APPROVED UNDERLAYMENT PER MFR TAPE,SEAL,FLASH OPENING AS O 1116" OSB SHEATHING UN.O.(PER STRUCTURAL) DETAILED FOR WINDOW INSTALLATION ON AS SHITS PRE-MANUFACTURED TRUSSES a 24" oc SOFFIT/FASCIA CONSTRUCTION - TYP R-38 INSULATION 12 (2411 OVERHANG UND) 6 MIL POLY VAPOR BARRIER(WARM SIDE) 1/4"FIBER CEMENT SOFFIT BOARD ON 2x FRAMING CEILING MEMBRANE PER CLG TYPE: 5/4" x 12" WOOD TRIM w/R/S FINISH (2)LAYERS 5/8" TYPE 'X'GYP.BD. - OR- 2x10 CONT.SUB FASCIA (1)LAYER 5/8" TYPE 'C' GYP.BD.w/RC(per RCP) CONTINUOUS 4"w SOFFIT VENT w/50%FREE AREA TYP PITCHED SHINGLED ROOF CONSTRUCTION BLK'G BETWEEN JOIST 48sg1n MIN AREA VENTED O 1 HR RATED ASSEMBLY TYP (4/12 SLOPE MIN) (3-21/4TI HOLES 4-2 R HOLES) COMP SHINGLES-LAMINATED ARCH, PER SCHEp INSULATION BAFFLE EA VENT SPACE HIGH WIND APPLICATION 4 WARRANTY 13 VINYL WINDOW 151b ROOFING FELT OR APPROVED UNDERLAYMENT < U=031 SHGC=032 ICE/WATER SHIELD At EAVES,HIPS,RIDGES,GABLES REFER TO AS SHEETS FOR HEAD,JAMB,SILL DET . CONTINUOUS VENTED RIDGE NOT USED 1/16" OSB SHEATHING UNA.(PER STRUCTURAL) 14 PRE-MANUFACTURED TRUSSES a 24" oc R-38 LOOSE FILL INSULATION FOUNDATION DRAIN 6 MIL POLY VAPOR BARRIER(WARM SIDE) 15 4" HDPE PERFORATED DRAIN PIPE CEILING MEMBRANE PER CEILING TYPE: CLEAN DRAIN GRAVEL,3/4" TO 1-1/2" (2)LAYERS 5/8" TYPE 'X'GYP.BD. - OR - GEOTEXTILE WRAPPED PIPE AND DRAIN GRAVEL (1)LAYER 5/8" TYPE 'C'GYP.BD.w/RC (per RCP) TYP LOW-PITCHED SHMGLED ROOF CONSTRUCTION 16 KNEE BRACE.TRELLIS OR OUTRIGGER -ta (LESS THAN 4:12 SLOPE,2:12 SLOPE MIN) PER EXTERIOR DETAILS CEDAR - KNOTTY APPEAR GRADE,R/S,KD. SAME AS 01 ABOVE EXCEPT USE CONtINOUS ICE/WATER SHIELD UNDERLAYMENT,OR AS PER 1� TYPICAL PATIO MFR REQ'TS. 4 REft�CONCRETE w/8 CHICKENED EDGE PREPARED SUBGRADE FOR EXT.SLAB 1'-011 FROST PROTECTION PER GEOTECH O 12 412 D4 Kilk+33'-0" + — — — — — — — — — — — — — — — — — — — — - - TOP TOP PLATE 12 Sc RD FLR 12 SC 0 I I 13 I 11 SUITE SUITE CIAe / THIRD FLOOR THIRD FLOOR REVISIONS: t = 3. O ... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ ... - - - - - - - - - - - - - - - - - - - - - - - - - - 336 12 a4 i j JAMES CLARKAON I HOSPITALITY SALEM, OREGON I EXP.6/30/2016 OF PROJECT TITLE: IMEL M13 Yw wy I I ri , b 8 ST-3RD _ N + 10'40" + 10,40" ! IRV SECOND FLOOR SALON SECOND FLOOR 0 M , 4 1�2 i 13 <�> II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — ----- _ ---.—. _._ ___ ...W_._._._...._.... j LOPiE - +8 10 i2 b ~a FLAS NNIRS 1 , 2x10 TRIM AT IRV H SEE 1/A33a 2x10 TRIM COFFER INTERIOR m ! COFFER INTERIOR 1x6 TRIM AT U DRAPER COFFER EXTERIOR POCKET CAFE FURR DN BEYOND BE 5 IT 50FFIT N o ' cn o r M ro AL DINING ( 246 O U 3.4 w u �0 Q N r II Q O a i i � ,-� w � -011 , x N O O FIRST FLOOR FIRST FLOOR M C:) O -- d' SHEET TITLE: \\�\° \��\\'� /``/j�'/ ` 'ij ,� WALL SECTIONS %\\ CORE THROUGH °' ,,, BISTRO /AL DINING M r \\\� �� DRAWN BY: SHEET: 1; > C,4f= `/I `l 4 ` ,4 R F_)E �l/,4C I . UJ,4 L L 4L IDI N I N G / 14 0 6 f'f�",4 L f T*' WALL PROJECT#: QSCALE: 1/2" 1'-0" SCALE: 1/2" = 1'-0" 1403 A3 .3 c cn z DATE: 4-1 aru a 7.11.14 L Q S M M +20'-2"AFF. M MrJ BOT OF TRELLIS110 00 �." M 00 M �\ LU Nu 10 � I A2 S V 2 -t cd 9.1 3 + 17'-6" AFF. 1 M ver P, w TOP OF PARAPET 1 _ T.O.RIDGE BEAM i - bm 10 •y CAULK ROOF BEYOND TIGHT ' 10 1 3.4 I 12 ` 1 � +13'-0" AFF. 1x4 TRIM >_ BEAM 21 TOP OF BEAM RAFTER 3 0 + 12'-6" AFF. T.O.BEAM 1x3 TRIM BEYONDni�(\ ALIGN w/ RAFTERST.O.BEAM 12 IRDER TRUSS v" CROSS BEAM �� + 10'-0" AFF v METAL 1 - - - - - - - - - - I TOP FL _ i `- �- - - - - - - - — HARDIE-PANEL FLASHING I f I o OVER MOISTURE BARRIER j ! [ OVER PLYWOOD SHEATHING \ OVER 2x FRAMING Ij F/C TYPE 2 F/C TYPE l I - - - 1x4 TRIM NUF. TRUSS f 12 f . I T , I STRUCTURAL COLUMN E vj I 1 I 1 ADHERED STONE VENEER ! 1 OFFICE j I OVER METAL LATH I ,;^� DRY STORAGE ` I v OVER MOISTURE BARRIER OVER PLYWOOD SHEATHING OVER 2x WOOD FRAMING i - 24 12 +0'-0" 4 FIRST FLOOR 4 ` ----- _ r 1 TOP PLATE \%�/ Sc TH FLOOR f\ \ \ �,/i,./ice/,. /4 V12 1f� DINING; FOi�CH �GITC EN / 1-1ECH WELL LIALL6 �GI �C� EN / �"lC� WEELL lU4L�L5 SIM. SCALE: 1/2" = I'-0" SCALE: I/2" = 1'-0" SC,4!_E= 1/2" = 1'-0" e4 � 0 BEAM . _: Ir LAM OpEp � 8 3RD FLOOR ,,p� THIRD FLOOR 3.4 �E� 5� 21 � - - - - - - - 3.4 -- — - - I—— -- a 2 (^ — 1 1 REVISIONS: LHAPDI \._ e,.. _.. x 1z � L 1 , , _ v ., , s Anl 1�L- - � � S I & k , f ,r — — — — — - - - - - - - - - - - - - - - - - - - - - - `° x, -{ <�>____ _.__._._.-_._._ T.O.PARAPET , \ ,,1 EXHAUST FAN j � ID s., !� •.�'7 j �-. --•, .y« ' � /illi �`�'�l y� k "��}.,.F ,'.5,. CURB PER MECHANICAL �p�5 �/ JAMES CLAR ON COUNTERFLASHING ^ E - r ,,... BUILDING / WALL SECTION KEY NOTES 4" ANT STRIP LL SIDES ° ° ' y` GENERAL DESCRIPTIONS. REFER t0 WALL,ROOF,AND CEILING ASSEMBLIES FOR DETAILS. SALEM, OREGON g AN BASE FLA HIND �z, � '�«°� TYPICAL INTERIOR DEMISING AND CORRIDOR WALL <i>METAL ROOF CONSTRUCTION � EXP 0/2016 �. ` PE X GYP.BD.EA.SIDE STANDING SEAM ROOF COLOR PER SCHEDULE b "I d 2x6 STUDS 6 16" O.C. (2)151b ROOFING FELT OR APPRV'D UNDERLAYMENT OF M j ------- rn "� SHEATHING S R S t " O -�` ——— —— —— — DINING PORCH ' ' RESENT FURRING CHANNEL 24"4" oc ONE SIDE,AND 1/16" 065 TRUSSESS//RSTRUCTURAL) FTERS a24 oc \A 1 I � PROJECT TITLE: a 3 s SOUND INSULATION,PER SOUNDWALL SCHEDULE R-38 LOOSE FILL/BATT INSULATION .._� .._.1 _ ,, ISOM�Ti�IC �INI�.�I-E / �R,4MIN FIREBLOCK PER CODE 6 MIL POLY VAPOR BARRIER(WARM SIDE) °A 1 1` (2)LAYERS 5/8" TYPE 'X'GYP.BD. l i 14 TY NON-LOAD A I INTERIOR W CONSTRICTION E II S,,., �f``' '�i' ,. `'�.' '\ �;: '\. �, '�� \� ��'' "�,'`• \ � �� \i`' `'\_./` `\;�`` SCALE: NTS m:/draFt1 roJect6/14= alba omlt/detalls/dins vaultfram under• 2 ,; � +1 -6 1 ,F �' "gry' " ' ^9 "� 5/8 TYPE X GYP.BD.EA.SIDE N wl \ `, t \ `ti \ 8 TYPICAL EXTERIOR WALL CONSTRUCTION S OND FLOOR >` =M \ _. .m 2x6 STUDS 0 I6 oc FIBER CEMENT SIDING,4"/8" REVEAL PER ELEV �._ �. FOR UN or N SCREEN CONSISTING OF PRESERV-TREATED PLANS/SCHEDULESD RAI SLOPED JOISTS MAINTAIN 1 HR CLC. v "� f, v; � .�v 'vf v ' - SHEARWALL LOCATIONS(NOT TYPICAL) V WE)FURRING STRIPS AND FASTENERS `n ' v, �. Av ��� ,,' LE w/PRESERVATIVE ' ----_------------...._._.__. T___._ REFER 2/A3.3GI ASSEMBLY (RC/GY -� �� .ry TYPICAL SLAB CONSTRUCTION B ?; O 4"CONCRETE SLAB PER STRUCTURAL OVER(WATER RESISTANT MEMBRANE m - = KIT I/2" SHEATHING UNA.(PER STRUCTURAL) R-10 RIGID INSUL (VERT. INT.PERIMETER EDGE) =1 \ 2x STUDS a I6" oc(PER STRUCTURAL) aa VAPOR BARRIER ASTM E-1745 CLASS A Q ......._.------.__.__.__._._ ._____.___.�_--.----�---�.---.--__-----------------__—...._._._._..._._._.____._..___...____..__.__..._._.'i � PREPARED SUBGRADE PER STRUCT/GEOTECH 6 MIL INSULATION TGONT.POLY AR BARRIER(WARM SIDE) � - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — p,.< � � TYPICAL DECK CONSTRUCTION 5/5" GYP.BD. — — — — — — h ;"";; DEGTEC WATERPROOF MEMBRANE,SINGLE PLY TYPICAL EXT WALL CONSTRUCTION - STONE w/PERIMETER FLASHINGS AND DRIP EDGE 8b 3/4" A/C TEG PLYWD.(BLOCK ALL OTHER JTS) ADHERED SCONE PER SGHED 2x JOISTS PER STRUCT. ON MORTAR BED FIBER GEMENT BD SOFFIT METAL LATH w/WEEP SCREED AT BOTTOM U ,� o f> ] MTL CAP FLASHING E PROTECTIVE COATING ON ALL WEATHER MEMBRANE PER MFR REQ TS OVER TYPICAL EXTERIOR WALL CONSTRUCTION EXPOSED BEAMS. N o WRAP TYPE 'X' GYP VERTICALLY AT GREASE \V j TYPICAL ELEVATED FLOOR/GLG.GONSTRUGTION gc TYP EXT WALL CONSTRUCTION - BOARD E BATTEN + � .o DUCT TO ROOF DECK MAINTAIN 3" SPACE TO 4; ,><1 O I HE RATED ASSEMBLY(SEE DWGS FOR 2 HE Ix3 VERTICAL FIBER CEMENT BATTENS AT 16" oc ro 0 RATED DUCT WRAP.FIRESTOP ANNULAR SPACE 1 RACED LOCATIONS) OVER FIBER CEMENT PANELS AND RAINSCREEN(PER ) u7 r 3/4",25 of GYPCRETE TOPPING OVER TYPICAL EXT.WALL CONSTRUCTION r, � w/ SEALANT/PACKING PER MFR REQT 5 (3M �- �p .� g' DESIGN NO 3MU/FRD-120-I8). SEE ADD'L DTLS f 1 3/4" TEG PLYWOOD SHEATHING TYPICAL RATED CORRIDOR CONSTRUCTION ~ �n w l 3 2" STS PER SOUND INSULATION ON BETWEEN SUITES g � o ON M-SHEETS DETAIL / 3a Ln (2)LAYERS 5/8"TYPE 'X'GYP.BD. - OR - o r� STEEL FRAMED,NON I> `4 (1)LAYER 5/8" TYP 'C' GYP.BD.w/RC(PER RCP) 10 PER RCP SUSPENDED CEILING Q ti COMBUSTIBLE WALL ! ! `� C:) \f j O I HIS RATED ASSEMBLY 'IAC.PTAC SLEEVE TO BE INSTALLED 11q" y Q TYPICAL FLAT/LOW SLOPE ROOF CONSTRUCTION N ' r __ � SINGLE-PLY T.P.O. FROM ADJACENT FACE OF FINISH.SLOPE t0 DRAIN O Q __._._._.___.__.__._____._.__.__.____.__._.___ h .,j 151b ROOFING FELT OR APPROVED UNDERLAYMENT PER MFR TAPE,SEAL,FLASH OPENING AS 1> [- f� '1/16" OSB SHEATHING U.N.O.(PER STRUCTURAL) DETAILED FOR WINDOW INSTALLATION ON AS SHTS � ,ZZr, - Z O a 1 R-38 INSULATION „ d ? PRE-MANUFACTURED TRUSSES ® 24" oc a �Y��� SOFFIT/FASCIA CONSTRUCTION - TYP = ,� 12 (24 OVERHANG UAO.) w Q Q \j 6 MIL POLY VAPOR BARRIER(WARM SIDE) 1/4"F15ER CEMENT SOFFIT BOARD ON 2x FRAMNG x a; I CEILING MEMBRANE PER CLG TYPE: Ik + -0" +01-011OR- 'R2 10 xCONT.SUB FASCIA WOOD TRIM w/R/S FINISH Q+ 3 g (2)LAYERS 5/8" TYPE 'X'GYP.BD. - a� � �'" .IT T FLOOR FIRST FLOOR ! 3 r``�..;I GONG SLAB (U LAYER 5/8" TYPE 'C'GYP.BD.w/RG(per RCPT E� � m CONTINUOUS 4 w SOFFIT VENT w/509.FREE AREA t o \'` BLK'G BETWEEN JOIST 48s to MIN AREA VENTED O o cu a, `�°JTYP PITCHED �� +0'-0° O HR_RATED ASSEMBLYTYP (4/12 SLOPE MIN) (3-21�a"R HOLES OR 4-2"R HOLES) oN M INSULATION BAFFLE EA VENT SPACE - ED g HIGH WIND APPLICATION E WARRANTY o •r 15�Ib�ROOFINCxLFELT OR APPROVED UNDERLAES-LAMNATED ARCH, PER HYMENT 13 VINYL WINDOW N \ U=031 SHGC=032 SHEET TITLE: o j \/ IGE/WATER SHIELD AT EAVES,HIPS,RIDGES,GABLES REFER TO AS SHEETS FOR HEAD,JAMB,SILL DETS. �, \ \O 'i CONTINUOUS VENTED RIDGE WALL SECTIONS \�///.• .. USED ', �%/ 1/16" OSB SHEATHING U.N.O.(PER STRUCTURAL) 14 NOT FRE-MANUFACTURED�TLRUSSE a 24" oc CORE THROUGH IL DINING / O 4" HDPE PERFORATED DRAIN PIPE a f� \\r'\ \ \ \ CEILING MEMBRANE PER CEILING TYPE: " " DRAWN BY: SHEET: \ •• • •' FOUNDATION DRAIN �; o Yrr` 6 MIL POLY VAPOR BARRIER(WARM SIDE) 15 Ca 1/ I C 1/ ` � �/ l ®®� J� I �/ r\��j �'!` �!� l2)LAYERS 5/8" TYPE ,X'GYP.BD. - OR - CLEAN DRAIN GRAVEL,3/4 t0 1-I/1u, W l� 1�IJ— / 1� W fit J— ll)LAYER 5/8 TYPE C GYP.BD.w/RC(per RCP) OTEXTILE WRAPPED PIPE AND ARAM GRAVEL o > (� �� �J 16 KNEE BRACE.TRELLIS OR OUTRIGGER PROJECT#: SCALE: 1/2 = 1'-0" SCALE: 1/7�N�, 1'-0" SCALE: 1/2" = i'-0" �a TYP SHINGLED ROOF CONSTRUCTION PER EXTERIOR DETAILS 1403 A3 .3 d (LESS THAN 4:12 SLOPE,2:12 SLOPE MIND � Z CEDAR - KNOTTY APPEAR GRADE, , R/S KD. TYPICAL PATIO n ICENIATER SHIELD UNDERLAYMENT,OR AS PER 17 „ SAME AS 1'T ABOVE EXCEPT USE CONTINOUS DATE: MFR REQ'TS. 4 REINF CONCRETE w/8 THICKENED EDGE 7.11.14 ru PREPARED SUBGRADE FOR EXT.SLAB FROST PROTECTION PER GEOTECH s BUILDING / WALL SECTION KEY NOTES GENERAL DESCRIPTIONS. REFER TO WALL,ROOF,AND CEILING ASSEMBLIES FOR DETAILS. r� TYPICAL INTERIOR DEMISING AND CORRIDOR WALL METAL ROOF CONSTRUCTION c M I 5/8" TYPE X GYP.BD.EA.SIDE �b STANDING SEAM ROOF - COLOR PER SCHEDULE w rl- ri 2x6 STUDS • 16 OL. (2)151b ROOFING FELT OR APPRV D UNDERLAYMENT .-� ".o 00 PLYWD SHEATHING SHEAR PNL,PER 5TF44CT '1/16" OSB SHEATHING UNA.(PER STRUCTURAL) o m00 kn RESILIENT FURRING CHANNEL ® 24" oc ONE SIDE,AND PRE-MANUFACTURED TSES/RAFTERS a 24" oc u to In RUS 31i2" SOUND INSULATION,PER SOUNDWALL SCHEDULE R-38 LOOSE FILL/BATT INSULATION :~ a) o m FIREBLOCK PER CODE 6 MIL POLY VAPOR BARRIER(WARM SIDE) °o O NON-LOAD A I INTERIOR WALLC24S TI (2)LAYERS 5/8" TYPE 'X'GYP.BD. " 2 5/8" TYPE X GYP.BD.EA,SIDE 8 TYPICAL EXTERIOR WALL CONSTRUCTION Q 2x6 STUDS 9 16"oc FIBER CEMENT SIDING,4"/8" WEAL PER ELEv SEE PLANS/SCHEDULES FOR SOUNDWALL or RAIN SCREEN CONSISTING OF PRESERV-TREATED M a SHEARWALL LOCATIONS(NOT TYPICAL) %" WD FURRING STRIPS AND FASTENERS 3 TYPICAL SLAB CONSTRUCTION COMPATIBLE w/PRESERVATIVE 4" CONCRETE SLAB PER STRUCTURAL OVER WATER RESISTANT MEMBRANE R-10 RIGID INSUL (VERT. INT.PERIMETER EDGE) I/2" SHEATHING UNA.(PER STRUCTURAL) Jj VAPOR BARRIER ASTM E-1145 CLASS A 2x STUDS a 16" oc(PER STRUCTURAL) PREPARED SUBGRADE PER STRUGt/GEOTECH R-21 INSULATION - UNFACED 6 MIL CLR CONT.POLY VAP.BARRIER(WARM SIDE) TYPICAL DECK CONSTRUCTION 5/8"GYP.BD. DECTEC WATERPROOF MEMBRANE,SINGLE PLYrva w/PERIMETER FLASHINGS AND DRIP EDGE gb TYPICAL EXT WALL CONSTRUCTION - STONE •y 3/4" A/C TTG PLYWD.(BLOCK ALL OTHER JTS) ADHERED STONE PER SGHED 2x JOISTS PER STRUCT. ON MORTAR BED FIBER GEMENT BD SOFFIT METAL LATH w/WEEP SCREED AT BOTTOM MTL CAP FLASHING E PROTECTIVE COATING ON ALL WEATHER MEMBRANE PER MFR REQ'TS Q EXPOSED BEAMS. OVER TYPICAL EXTERIOR WALL CONSTRUCTION TYPICAL ELEVATED FLOOR/CLG.CONSTRUCTIONO TYP EXT WALL CONSTRUCTION - BOARD t BATTEN I HR RATED ASSEMBLY(SEE DWGS FOR 2 HR 8c Ix3 VERTICAL FIBER CEMENT BATTENS AT 16" oc RATED LOCATIONS) OVER FIBER CEMENT PANELS AND RAINSCREEN(PER 8) Q 3/411,2500psf GYPCRETE TOPPING OVER TYPICAL EXT.WALL CONSTRUCTION • 3/411 t<G PLYWOOD SHEATHING TYPICAL RATED CORRIDOR CONSTRUCTION I-JOISTS PER STRUCTURAL <s> SEE DETAIL 5/A33a 31/2" SOUND INSULATION BETWEEN SUITES (2)LAYERS 5/8" TYPE 'X' GYP.BD. - OR - SUSPENDED CEILING (1)LAYER 5/8" TYP 'C' GYP.BD.w/RC(PER RCP) 10 PER RCP O6 TYPICAL FLAVLOW SLOPE ROOF CONSTRUCTION 1 HR RATED ASSEMBLY I1 TAC.PTAC SLEEVE TO BE INSTALLED 114" SINGLE-PLY T.P.O. O FROM ADJACENT FACE OF FINISH.SLOPE TO DRAIN 15lb ROOFING FELT OR APPROVED UNDER.-AYMENT PER MFR TAPE,SEAL,FLASH OPENING AS O 1/1611 OSB SHEATHING U.N.O.(PER STRUCTURAL) DETAILED FOR WINDOW INSTALLATION ON A8 SHTS PRE-MANUFACTURED TRUSSES is 24" oc SOFFIT/FASCIA CONSTRUCTION - TYP R-38 INSULATION12 (241t OVERHANG UNA) 6 MIL POLY VAPOR BARRIER(WARM SIDE) 1/4" FIBER CEMENT SOFFIT BOARD ON 2x FRAMING CEILING MEMBRANE PER CLG TYPE: 5/4" x 12" WOOD TRIM w/R/S FINISH (2)LAYERS 5/811 TYPE 'X'GYP.BD. - OR- 2x10 CONI.SUB FASCIA (1)LAYER 5/8" TYPE 'C'GYP.BD.w/RC(per RCP) CONTINUOUS 4"w SOFFIT VENT w/50%FREE AREA 20 TYP PITCHED SHINGLED ROOF CONSTRUCTION BLII BETWEEN JOIST 48sgtn MIN AREA VENTED <3> 1 HR RATED ASSEMBLY TYP (4/12 SLOPE MIN.) (3-2 INSULATION BAFFLE i4"TI HOLES E 4-2"R HOLES) EA VENT SPACE COMP SHINGLES-LAMINATED ARCH, PER SCHEDVINYL WINDOW O HIGH WIND APPLICATION t WARRANTY 13 151b ROOFING FELT OR APPROVED UNDERLAYMENT U=031 SHGC=032 20 ICE/WATER SHIELD AT EAVES,HIPS,RIDGES,GABLES REFER TO AS SHEETS FOR HEAD,JAMB,SILL DEt TED RIDGE 316' OSB SHTINUOUSEAHING UNA.(PER STRUCTURAL) 14 NOT USED I � I PRE-MANI,PACTURED TRUSSES ® 24" oc R-38 LOOSE FILL INSULATION FOUNDATION DRAIN 6 MIL POLY VAPOR BARRIER(WARM SIDE) 15 „ 4 HDPE PERFORATED DRAIN PIPE Igo CEILING MEMBRANE PER CEILING TYPE: CLEAN DRAIN GRAVEL,3/4" TO 1-1/2" (2)LAYERS 5/8" TYPE 'X'GYP.BD. - OR - GEOTEXTILE WRAPPED PIPE AND DRAIN GRAVEL (1)LAYER 5/8 TYPE C GYP.BD.w/RC (per RCP) KNEE BRACE,TRELLIS OR OUTRIGGER TYP LOW-PITCHED SHINGLED ROOF CONSTRUCTION leo (LESS THAN 412 SLOPE,212 SLOPE MIN) PER EXTERIOR DETAILS : : CEDAR - KNOTTY APPEAR GRADE,RIS,K.D. SAME AS+T ABOVE EXCEPT USE CONtINOUS O TYPICAL PATIO ' I I ICE/WATER SHIELD UNDERLAYMENT,OR AS PER 17 411 REMF CONCRETE w/8"THICKENED EDGE I I I I MFR REQ'TS. PREPARED SUBGRADE FOR EXT.SLAB FROST PROTECTION PER GEOTECH I I sLc I i CEI - - - - I ILLI +421-611 ' I I > RAISED TOP PLATE I I N +33'-011 +33'-01 1 E TOP PLATE I I I I - - - - - - - - - - TOP PLATE I I I I Lo I I I I In ! I I I I I I I I 12 12 D4 I I I I 2x12 INSULATION I I I BLOCK ( 21-011 I I I I I I YP. OVERHAN 12 �< T-1-11 AT , I 2x12 TRIM AT COFFER RE515T - I WINDOW AND GYP.MEMBRANE I I COFFER 1x4 TRIM AT C R 2'-0" P RO Q 11 - BEAM 50FFIT 150FFIT I N � I I -0" ; REVISIONS: THIRD FLOOR 2 2 _ ffO11RTNFIEC. 12 THIRD FLOOR b ' 3.4 SCALE 1/2" = 1'-0'1 -' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — __..........._ll_.._ .._._. _......_ — 12 ............ Jt._ �---:-- _ 12 COMP SHINGLES / UNDERLAYMENT PER KEY NOTE 2x4 FURR-OUT 481 =�____. _ ... ._- / I.._.__.___-__.1w ��v- --1, a4 OVER 1-1i8" PLYWOOD SHEATHING U.N.O. 20 l __ ,----JC_ =- == SLOPED HEADER OVER 5ie" T-1-11 SIDING w/ 4" GROOVES FINISHED UNDERSIDE I � OVER RAFTERS PER STRUCTURAL Jt_uWHEADffR— _- 1` e 0�' ► =�', ao ab -._.__I.....�>r 1-_u. _l ! - Irte+ -- --- - ._._.- e _ ----------- LLI RIDGE AM . . _._................_..STONE _ ...._........ oD, BEY __..BEYONSIDING TO MATCH RIDGE BEAM e _ CK� CEILING 5 OPE 2x8t TRIM FOR CONTINUATION AN 1ABO J AMES CLAR ON e 14 � "— +- 3.0 CONNECTION To FORTE GOGHERE I -::::::::::::::::.: B.O.RIDGE BEAM BA.RIDGE BEAM $ALEM� OREGON __..._ .....................................__.___.__...__. _...._._........__.._._..._.._____..............._._......__._.-_. ... .._. XT :_._. C -_.� - - - - - - - - - ------------ _._._._._..._.__-._._-_.... - - - - - - - - - __.� _ __._. _..._..._-._ .._.__...��_......._._._....-._. ___._._.. EXP.6/30/2016 1._ , j ' CONiN BLOCK FOR CHANDELIER __._. __. `� �? f .,.,.,, .. . _._� > _- L'r_ ._. '' '-. WOOD TRIM -w-:--_ _ �.: w� -:_ _� __----------------- . . . O .. ............... _ - ..............................__..._...._._._._......-....................-..........................._.-...... ._......._._._..._._........................................................................................_........... ....................._...............I.............. .... .... r ......................................._.. .................._._.........._._..... :::..�::_ — -- --_- ---------- PROJECT TITLE: m- an x N x12 --- Lu -� oc I ; ......._.._ CEILING b EXPOSED RAFTERS ___ N __.. u N `1x3 TRIM _ II'-2" 01%T.O.CROSS BM d O HARD IE-PANEL 2/3 cn SECOND FLOOR I I _ ..._. _ - - - - - - - - - - - - - - - - - - - - - == - - - - - - - '� .: I � ........ -R - —....................__ — -� 33e / ND AT VAULT r a VERTICAL I I } ' \ � o _ TYP CONDITION _ - - - - +g-0w �l WALL 2x12 TRI(' SOFFIT BEYOND 1x3 TRIM gl 011 _..-----_'_"----____"'__.__-----._.-'------_-_��__.____.•____."------•---- '-------'----.-_._......._............. ......_.._._....___ ____-.........-.--•----."___--......__._.Y.__.�_._...._---•-_ I II ......._._...._.....__----�---._____._._._._..._ L _ - - - - - - - - - - - - - - - - - - - - IMP TOP PLATE -�c.. S coFFER/ -- ____..._.______ _____.___.____._____ ___€__._._--._._._._.-_--_- TOP PLATE Ix4 TRIM I MSTEEL COLUMN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .__ I I - 20 + L :� ::::_:_:_::::.: U I� a; _.!x^41 I I! ►-+ r_._... C) ti AL DINING I I 1 � a/ Q -- 1 _ I I { t l� x PILASTER PURR-OUT PILASTER r 77 :-a 0 N _ —— _ ____:_.__ OI +0'-Y/11 _ +OI-011 \.......... � - - +0'-0'I M , INV FIRST FLOOR FIRST FLOOR FIRST FLOOR . . -_ -� _ 1. 1 g d� p v w ��, �' �: �` �� ��� _ 1c `// v/ �i SHEET TITLE: ti \\\�\\ 4 \`�;/\\' \///\//j WALL SECTIONS CORE THROUGH ca IL DINING x.'.. M :.. DRAWN BY: CD ------------ .4 570�'� �� VE5T I5ULE 0�'�' L055� VESA" I5ULE AL EDIN INS WALL AT C�,45LE fi�I IDG�E PROJECT#: •°' ¢ Q 2 SCALE: I/2" = I'-0" 3 z SCALE: 1/211 = P-011 SCALE: 1/2" = 11-011 1403 A3 .3e � a a cn DATE: 7.11.14 L BUILDING / WALL SECTION KEY NOTES GENERAL DESCRIPTIONS. REFER TO WALL,ROOF,AND CEILING ASSEMBLIES FOR DETAILS. c� OTYPICAL INTERIOR DEMISING AND CORRIDOR WALL � METAL ROOF CONSTRUCTION 5/8" TYPE X GYP.BD.EA SIDE STANDING SEAM ROOF - COLOR PER SCHEDULE r� 2x6 STUDS + 16" O.C. (2)15lb ROOFING FELT OR APPRV'D UNDERLAYMENT PLYWD SHEATHING SHEAR PNL,PER STRUCT '1/16" OSB SHEATHING UND.(PER STRUCTURAL) o M 00 tn RESILIENT FURRING CHANNEL 9 24" oc ONE SIDE,AND PRE-MANUFACTURED TRUSSES/RAFTERS ® 24" oc y GQ M 31i2" SOUND INSULATION,PER SOUNDWALL SCHEDULE R-38 LOOSE FILL/BATT INSULATION FIREBLOCK PER CODE 6 MIL POLY VAPOR BARRIER(WARM SIDE) o NON-LOAD A I INTERIOR WALL CONS TI (2)LAYERS 5/8" TYPE 'X'GYP.BD. " 2 5/8"TYPE X GYP.BD.EA.SIDE 8 TYPICAL EXTERIOR WALL CONSTRUCTION N °? o SEE PLANS/SCHEDULES FOR SOUNDWAI.L or FIBER CEMENT SIDING,4"/8" REVEAL PER ELEV RAIN SCREEN CONSISTING OF PRESERV-TREATED M a w SHEARWALL LOCATIONS(NOT TYPICAL) V WD FURRING STRIPS AND FASTENERS TYPICAL SLAB CONSTRUCTION COMPATIBLE w/PRESERVATIVE 3 OVER WATER RESISTANT MEMBRANE 4 CONCRETE SLAB PER STRUCTURAL 1/2" SHEATHING UND.(PER STRUCTURAL) R-10 RIGID INSUL (VERT. INT.PERIMETER EDGE) VAPOR BARRIER ASTM E-1145 CLASS A 2x STUDS e I6" oc(PER STRUCTURAL) PREPARED SUBGRADE PER STRUCT/GEOTECH R-21 INSULATION - UNFACED 4 TYPICAL DECK CONSTRUCTION 58 'GYYPB I1RCONT.POLY YAP.BARRIER(WARM SIDE) / O DECTEC WATERPROOF MEMBRANE,SINGLE PLY XT WA CONSTRUCTION - ST w/PERIMETER FLASHINGS AND DRIP EDGE gb ADTYPICAL E LL TRUC ONE �y 3/4" A/C TTG PLYWD.(BLOCK ALL OTHER JTS) ADHERED STONE PER SCHED 2x JOISTS PER STRUCT. ON MORTAR BED FIBER CEMENT BD SOFFIT METAL LATH w/WEEP SCREED AT BOTTOM MTL CAP FLASHING 4 PROTECTIVE COATING ON ALL WEATHER MEMBRANE PER MFR REQ'TS Q EXPOSED BEAMS, OVER TYPICAL EXTERIOR WALL CONSTRUCTION TYPICAL ELEVATED FLOOR/CLG.CONSTRUCTIONO TYP EXT WALL CONSTRUCTION - BOARD 4 BATTEN I HIS RATED ASSEMBLY(SEE DX-h FOR 2 HIS 8c 1x3 VERTICAL FIBER CEMENT BATTENS AT Ib" oc RATED LOCATIONS) OVER FIBER CEMENT PANELS AND RAINSCREEN(PER 8) O 3/4",2500paf GYPCRETE TOPPING OVER TYPICAL EXT.WALL CONSTRUCTION • 3/4"T4G PLYWOOD SHEATHING O TYPICAL RATED CORRIDOR CONSTRUCTION I-JOISTS PER STRUCTURAL 9 SEE DETAIL 5/A33a 31/2" SOUND INSULATION BETWEEN SUITES (2)LAYERS 5/8" TYPE 'X'GYP.BD. - OR - SUSPENDED CEILING lU LAYER 5/8" TYP 'C'GYP.BD.w/RC(PER RCP) 10 PER RCP OTYPICAL FLAT/LOW SLOPE ROOF CONSTRUCTION I HIS RATED ASSEMBLY 11 TAC.PTAC SLEEVE TO BE INSTALLED I1%4" SINGLE-PLY T.P.O. O FROM ADJACENT FACE OF FINISH.SLOPE TO DRAIN 151b ROOFING FELT OR APPROVED UNDERLAYMENT PER MFR.TAPE,SEAL,FLASH OPENING AS O 1116" OSB SHEATHING UND.(PER STRUCTURAL) DETAILED FOR WINDOW INSTALLATION ON AS SHTS PRE-MANUFACTURED TRUSSES a 24" oc SOFFIT/FASCIA CONSTRUCTION - TYP R-38 INSULATION 12 (2411 OVERHANG UND-) 6 MIL POLY VAPOR BARRIER(WARM SIDE) 1/4"F15ER CEMENT SOFFIT BOARD ON 2x FRAMING CEILING MEMBRANE PER CLG TYPE: 5/4" x 12" WOOD TRIM w/R/S FINISH (2)LAYERS 5/8" TYPE 'X'GYP.BD. - OR- 2x10 CONT.SUB FASCIA (1)LAYER 5/8" TYPE 'C'GYP.BD.w/RC(per RCP) CONTINUOUS 4"w SOFFIT VENT w/5M.FREE AREA BLK'G BETWEEN JOIST 48agfn MIN AREA VENTED TYP PITCHED SHINGLED ROOF CONSTRUCTION (3-21/4"R HOLES OR 4-2"R HOLES) 1 HR RATED ASSEMBLY TYP (4/12 SLOPE MNJ INSULATION BAFFLE EA VENT SPACE COMP SHINGLES-LAMINATED ARCH, PER SCHED VINYL WINDOW HIGH WIND APPLICATION 4 WARRANTY 13 U=031 SHGC=032 151b ROOFING FELT OR APPROVED UNDERLAYMENT REFER t0 AS SHEETS FOR HEAD,JAMB,SILL DE . ICE/WATER SHIELD AT EAVES,HIPS,RIDGES,GABLES CONTINUOUS VENTED RIDGE NOT USED 1/16" OSB SHEATHING UND.(PER STRUCTURAL) 14 PRE-MANUFACTURED TRUSSES a 24" oc R-38 LOOSE FILL INSULATION FOUNDATION DRAIN 6 MIL POLY VAPOR BARRIER(WARM SIDE) 15 411 HDPE PERFORATED DRAM PIPE CEILING MEMBRANE PER CEILING TYPE: CLEAN DRAIN GRAVEL,3/4" TO 1-1/2" (2)LAYERS 5/8 TYPE X GYP.BD. - OR - GEOTEXTILE WRAPPED PIPE AND DRAM GRAVEL (1)LAYER 5/8" TYPE 'C'GYP.BD.w/RC(per RCP) TYP LOW-PITCHED SHINGLED ROOF CONSTRUCTION I& KNEE BRACE"TRELLIS OR OUTRIGGER 7a (LESS THAN 4:12 SLOPE,2:12 SLOPE MIN) PER EXTERIOR DETAILS SAME AS 01 ABOVE EXCEPT USE CONTINOUS CEDAR -KNOTTY APPEAR GRADE,R/S,KD. TYPICAL PATIO ICEAWATER SHIELD UNDERLAYMENT,OR AS PER 1-1 411 REINF CONCRETE w/8"THICKENED EDGE MFR REQ'TS. PREPARED SUBGRADE FOR EXT.SLAB FROST PROTECTION PER GEOTECH 4f� � 12 a4 t i +33'-0" TOP fe TOP PLATE SIM. j - I i i I I I I I I 13 I I I 11 �" 1 ARP PLYWOOD SHEATHING AT CRICKET MIDDLE OF DECK TO ALLOW DRAINAGE +21'-0" _ +31,40" +21'-01 `r OURTH FLO THIRD FLOOR REVISIONS: _THIRD FLOOR 4 5 s12 /74 a 4 COMP SHINGLES / UNDERLAYMENT PER KEY NOTE l �b 4 12 OVER 1-''a" PLYWOOD SHEATHING U.N.O. - ------ -- - -- --- -- - - - - - - OVER 5%" t-1-I1 SIDING w/ 4" GROOVES FINISHED UNDERSIDE TOPPLATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ? OVER RAFTERS PER STRUCTURAL I . .... ........................ 12 `v j o 8 SIDING TO MATCH RIDGE BEAM ! s O H CEILING SLOPE I g � 16-9�%" ; .., �Q' CKXX� (xx� ABOVE TRIM B.O.RIDGE BEAM u _...._..____._...-__._.__.---_-. _.__...._._._.___._----_.__._ -.._.___._._._..........._.... --.-`—- B.O.RIDGE BM Mrl - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- -------- -_. --- _ -- _- _ II _......_..__._._._.._.__._._._._...._._....__._.__._._. .. .........................__-_.........___.._.._____..___._.._...................-. ____...__._..._._._.___._..._..._._.._._._...___.._....._._...._ _.__...__._._.__.___....__._..._._. BD.BEAM RIDGE BEAM ...._..._.........._. ....................................._.._........._................._...................I. .............._......_.._._............._._................__................_......_._....._........._. Illp �' -- BLOCK FOR CHANDELIER - - 4 12 WOOD TRIM ___. �_ __ __� _._._._.__._ __-.- ---._._-__._._._._.__.__ _._._____ti_ -_--_._ _—_ _______ __._.__.__ JAMES CLAR ON 2�TRIM-- _ --------_.-_- .__.......___............_.__._._._.__.___._.____._._ __ __....________.__. _-__._._._._........._._-._. ..._._._ _ ................._..........................._...:.._..__._._._._ ................._....._._........................._................................................._........_................... ............................,...._._._....._.....-......-_.................................................................. .........._....._--- ___._ _.___ ��-gip -- -----------_.- SALEM, OREGON ....................._............................_.................... �................................................................................................................ ................ ................................................._._..........................................._................_........... ........_._.........._........................... b/3 __._......_.__._.-... -_ _ _ _ __..... ---- -__-- -- EXP. 0/2016 - --- -- - - - �% OF _._._.______ --- --.-__.__-- Q STEEL COLUMN I ..................1.................................__........_....__._._. ..._....................................................................... _......_.._......_._-_....._._..._._...._._....._._._...._..............................._................ ......_.......--__-._____. �-SLOPED I __.--------- x -TR1FTPROJECT TITLE. 1............................................................... - _ CEILING I } I EXPOSED RAFTERS I 1x3 TRIM T.O.CROSS BM U � HARDIE-PANEL ---- E 2x12 TRIM SOFFIT BEYOND 1x3 TRIM 9-0 --------------_-- - i COFFER 1...._........................._._......._._._._.._._...................._....................... ................._._...._........_._.__........._........................................_........._...................._..._._._........._..__._._.... ._f_............................................................... TOP PLATE ' Ix4.TRIM _ ,--1 0 I I I 13 3 I z0 I + un L 3. a, I Q U � ti CD IL DININGI I � N 8b 11 I I I I Q Z I [� M U _ _ �- 11 T PILASTER - FURR-OUT PILA5T - i II !.._:::::::::: 8 y O a� c %.:__ :at�....... 3 1� ( I � O o M - FIRST FLOOR MM F� M SHEET TITLE: N `�i/\\/ _ \•'/\�'//�� /\``'\°'' WALL SECTIONS dXl C fi i\//K. \//\//\/j\��// \/ �� �� DRAWN BY: SHEET: > 1 2 PROJECT : l l f � Q SGALE: 1/2" _ ,'-0" SGAL.E: I/2" I'-0" 1403 3 .3 7 DATE: 42 .11.14� a D BUILDING / WALL SECTION KEY NOTES GENERAL DESCRIPTIONS. REFER t0 WALL,ROOF,AND CEILING ASSEMBLIES FOR DETAILS. cn OTYPICAL INTERIOR DEMISING AND CORRIDOR WALL � METAL ROOF CONSTRUCTION M 5/8" TYPE X GYP.BD.EA SIDE STANDING SEAM ROOF - COLOR PER SCHEDULE cn 2x(o STUDS B 16"O.C. (2)151b ROOFING FELT OR APPRV'D UN )ERLAYMENT PLYWD SHEATHING SHEAR PNL,PER STRUCT 7/16" OSB SHEATHING U.N.O.(PER STRUCTURAL) 0 M RESILIENT FURRING CHANNEL ® 24" oc ONE SIDE,AND PRE-MANUFACTURED TRUSSES/RAFTERS ® 24" oc bA M r. 3t,2" SOUND INSULATION,PER SOUNDWALL SCHEDULE R-38 LOOSE FILL/BATT INSULATION s~ u o M FIREBLOCK PER CODE 6 MIL POLY VAPOR BARRIER(WARM SIDE) o TYR NON-LOAD A i INTERIOR WALL CONSTRUCTION (2)LAYERS 5/8" TYPE 'X'GYP.BD. 2 5/8" TYPE X GYP.BD.EA SIDE 8 TYPICAL EXTERIOR WALL CONSTRUCTION 2x6 SCUDS a 16"oc FIBER CEMENT SIDING,4 /8 REVEAL PER ELEV SEE PLANS/SCHEDULES FOR SOUNDWALL or RAIN SCREEN CONSISTING OF PRESERV-TREATED cn a SHEARWALL LOCATIONS(NOT TYPICAL) Ya" WD FURRING STRIPS AND FASTENERS TYPICAL SLAB CONSTRUCTION COMPATIBLE w/PRESERVATIVE 3O 4 OVER WATER RESISTANT MEMBRANE CONCRETE SLAB PER STRUCTURAL R-10 RIGID INSUL (VERT. INT.PERIMETER EDGE) 1/2" SHEATHING UNA.(PER STRUCTURAL) VAPOR BARRIER ASTM E-1745 CLASS A 2x STUDS s I6" oc(PER STRUCTURAL) PREPARED SUBGRADE PER STRUCT/GEOTECH R-21 INSULATION - UNFACED 6 MIL CLR CONT.POLY VAP.BARRIER(WARM SIDE) TYPICAL DECK CONSTRUCTION 5/8"GYP.BD. bmb DECTEC WATERPROOF MEMBRANE,SINGLE PLY TYPICAL EXT WALL CONSTRUCTION - STONE w/PERIMETER FLASHINGS AND DRIP EDGE 8b ADHERED STONE PER SCHED �� 3/4" A/C TCG PLYWD.(BLOCK ALL OTHER JTS) 01.1 MORTAR BED 2x JOISTS PER STRUCT. !,1 FIBER CEMENT BD SOFFIT METAL LATH w/WEEP SCREED AT BOTTOM MTL CAP FLASHING 4 PROTECTIVE COATING ON ALL WEATHER MEMBRANE PER MFR REQ'TS 0 EXPOSED BEAMS. OVER TYPICAL EXTERIOR WALL CONSTRUCTION May TYPICAL ELEVATED FLOOR/CLG.CONSTRUCTIONO tYP EXT WALL CONSTRUCTION - BOARD t BATTEN '�►1 HR RATED ASSEMBLY(SEE DWG6 FOR 2 HR SG 1x3 VERTICAL F15ER CEMENT BATTENS AT 16" oc RATED LOCATIONS) OVER FIBER CEMENT PANELS AND RAINSCREEN(PER 8) 0 3/4",2500pa1 GYPCRETE TOPPING OVER TYPICAL EXT.WALL CONSTRUCTION • 3/4" T4G PLYWOOD SHEATHING O TYPICAL RATED CORRIDOR CONSTRUCTION I-JOISTS PER STRUCTURAL 9 SEE DETAIL 5/A33a 31i2" SOUND INSULATION BETWEEN SUITES (2)LAYERS 5/8" TYPE 'X'GYP.BD. - OR - SUSPENDED CEILING (1)LAYER 5/8" TYP 'C'GYP.BD.w/RC(PER RCP) 10 PER RCP OTYPICAL FLAT/LOW SLOPE ROOF CONSTRUCTION I HR RATED ASSEMBLY 11 TAC.PTAC SLEEVE TO BE INSTALLED 11/4" SINGLE-PLY T.P.O. O FROM ADJACENT FACE OF FINISH.SLOPE TO DRAIN 151b ROOFING FELT OR APPROVED UNDERLAYMENT PER MFR TAPE,SEAL,FLASH OPENING AS O 7/16" OSB SHEATHING UNA.(PER STRUCTURAL) DETAILED FOR WINDOW INSTALLATION ON AB SHTS PRE-MANUFACTURED TRUSSES s 24" oc SOFFIT/FASCIA CONSTRUCTION - TYP R-38 INSULATION 12 (24" OVERHANG UN.O.) 6 MIL POLY VAPOR BARRIER(WARM SIDE) 1/4" FIBER CEMENT SOFFIT BOARD ON 2x FRAMING CEILING MEMBRANE PER CLG TYPE: 5/4" x 12" WOOD TRIM w/R/S FINISH (2)LAYERS 5/8"TYPE 'X'GYP.$D. - OR- 2x10 CONT.SUB FASCIA (1)LAYER 5/8" TYPE 'C'GYP.BD.w/RC(per RCP) CONTINUOUS 4"w SOFFIT VENT w/5M.FREE AREA BLK'G BETWEEN JOIST 48ec11n MIN AREA VENTED TYP PITCHED SHINGLED ROOF CONSTRUCTION (3-21/4"R HOLES OR 4-2"R HOLES) 1 HR RATED ASSEMBLY TYP (4/12 SLOPE MIN.) INSULATION BAFFLE EA VENT SPACE COMP SHINGLES-LAMINATED ARCH, PER SCHED VINYL WINDOW HIGH WIND APPLICATION t WARRANTY 13 U=031 SHGC=032 151b ROOFING FELT OR APPROVED UNDERLAYMENT REFER TO AS SHEETS FOR HEAD,JAMB,SILL DET ICEAUATER SHIELD AT EAVES,HIPS,RIDGES,GABLES CONTINUOUS VENTED RIDGE O NOT USED 7/16" OSB SHEATHING UNA.(PER STRUCTURAL) 14 PRE-MANUFACTURED TRUSSES 0 24" oc R-38 LOOSE FILL INSULATION FOUNDATION DRAIN 6 MIL POLY VAPOR BARRIER(WARM SIDE) 15 4" HDPE PERFORATED DRAIN PIPE,r� CEILING MEMBRANE PER CEILING TYPE: CLEAN DRAIN GRAVEL,3/4" TO 1-1/2" (2)LAYERS 5/8" TYPE 'X'GYP.$D. - OR - GEOTEXTILE WRAPPED PIPE AND DRAIN GRAVEL (1)LAYER 5/8" TYPE 'C'GYP.BD.w/RC(per RCP) TYP LOW-PITCHED SHINGLED ROOF CONSTRUCTION 16 KNEE BRACE,TRELLIS OUTRIGGER (LESS THAN 4:12 SLOPE,2:12 SLOPE MIN) PER EXTERIORICNO40 DETAILSS SAME AS 01 ABOVE EXCEPT USE CONTINOUS CEDAR - KTTY APPEAR GRADE,R/S,K.D. ICE/WATER SHIELD UNDERLAYMENT,OR AS PER 1-I 4"TYPICAL PATIO MFR REQ'TS. 4 REINF CONCRETE w/8 THICKENED EDGE PREPARED SUBGRADE FOR EXT.SLAB FROST PROTECTION PER GEOTECH i ,r +30'-0" - - - — . — . — . INV TOP PLATE . f lm � 3.4 12 a4 � �XXAA 23'-6" AFF. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - = - - - - - - - - - - - — --12-----' INV; - TOP PLATE Sc r.___._.__.-__._.__._._.___._____.____._.__-` 21'-0" 1 THIRD FLOOR REVISIONS: s i 10 _.__-- r 2` + AFF. �`` ----------- COP OF GIRDER r 1 12 OD D4 JAMES CLAR ON - JAMES___-__-_-._..._.._ \ l - 2'-0" 2'-0 SALEM" OREGON \ EXP.6/30/2016 \ p� 4D 12 OF J A 12'-31/2" A.F.F._ PROJECT TITLE: — -- -- - — ------- \AA TOP OF BEAM tw l0p, It NVI N I N + 10'40" SECOND FLOOR I Mill v b - U r' c `r 0 + Ln Ln o � e - 4 Z Fy W In Q r, W vi � � x U +0._0.. C�/1 oLo FIRST FLOOR 3 +0'-0" 0 ----- INV FIRST FLOOR N O Vl Vl p N SHEET TITLE: WALL SECTIONS \�\`E�` R +. AL / MC WING M 1~ ° o� �/�//;: / D►zAwrr BY: SHEET: MEMORY CARE DINING / ACTIVITY ^ > PROJECT N: Q LIGHT WELL AND WINDOW WALL1403 A3 .3 g E~ SCALE: 1/2" 1'-0" DEtAILSAUS MC DINWx DATE: a a 7.11.14 L cQ L 7� r. M 00 ROOF FRAMING 4 DECK PER STRUCT CLADDING PER INSULATION BAFFLE Lp C5 m VINYL WINDOW FRAME ELEVATIONS 0 C 2xI2 VENTED BLOCKING tz1 ^ CONT SEALANT rq 13-2 1/4"R OR 4-2"R HOLES) N .4 AND BACKER ROD MTL ROOF EDGE AROUND FRAMES INTERIOR GYP. WINDOW FLEX .......... .......... ...........................................---------- FLASHING ....... 6115FASCIA PER DETAIL DOUBLE LAYER OF WEATHER MEMBRANE AT LAP NG, OVER r6 TD.PLATE/15EAM ALL CORNERS FLASHWING,NOER SEALMEMBRANE ANT A5V ii 0.4 pj TYP OVERHANG411 VENT/ 0- INTERIOR -SPACE (50% MIN FREE AREA) TRELLIS BEAM jIIV -------------- —RZ32 .............. BE D X DSOFFIT NOTES: --------------------------/��--------- FLASHING AT TRELLIS SEE BUILDING WALL Ix2 TRIM Ix2 TRIM SECTION KEY NOTES FUL EPTI4 SULATI x 2xI2 WD TRIM FASCIA 5/4 x TRIM 5WT MTL 'W' FOR ADDITIONAL "1 0 5/4 x 10 WD TRIM -JOINT TREATMENT ASSEMBLY NOTES. , - / 2'-01' TYP JOINT TREATMENT DOUBLE LAYER OF EXTERNAL CORNER PER CLADDING MFR INTERNAL CORNER PER CLADDING MFR WEATHER MEMBRANE AT -A A A _-'k A -A A A I Allk TD.KATE-V-31aftit EXTERIOR WALL ALL COMERS CORNER TRIM TYP - - - - - - - - - - - - - - - - - - - - - - - - - - ----- ---- 2 SCALE: 3 = 1'-0" cistailomile elev col comer ELECTRICAL ROOM ROOF TYP TOP PLATE / TRUSS FRAMING CORNER WINDOW FRAMING/TRIM ELECTRICAL ROOM AT MECHANICAL WELL 2xl2 FASCIA/LEDGER TRUSS, SOFFIT AND INSULATION 5 SCALE: 3" V-0" details/06110 elev win comer 3 SCALE: P V-0" detalleAmecH, 11 else room wa A HANGER SECURED TO SCALE: 1-1/2" = 1'-011 details/01600 tgp top plateo LEDGER 10 FIBER CEMENT LAP SIDING ALTERNATE 4"/8" REVEAL 'Al TYP EXTERIOR WALL CLADDING PER WATER RESISTANT MEMBRANE ELEVATIONS SIDING/EXTERIOR FINISH J EXTEND EXT. SHT'G I" BELOW LAP WEATHER P.T. STUD x x C14 C-4 MEMBRANE WEATHER MEMBRANE CLADDING PERFLASHINGovER 'Z' mulm , I IL ELEVATIONS WD TTIh RIM/ONFLASHING AT SIM CONDITIS 2x4 AS APPLICABLE NO VSEALANT ff A5fi. 4. P CLEAR (OR PER LAP WEATHER T MEMBRANE OVER 'Z' jSTARTER STRIP EXTERIOR FINISH MF FLASHING,NO 7' FLASHING, R "N 77 REQ'S) - NO SEALANT - LAP SEALANT ABV` SET IN SEALANT METAL FLASHING FULL Ef=TH I ULATIUNDER WEATHER MEMBRANE k G ILEVE R- VERTICAL 10 RIGID INSULATION ROOF SEALANT --- 'Z' FLASHING, SET IN SEALANT 2xI2 WOOD TRIM ROOFING SYSTEM x A C14 TYP 2xI2 WOOD TRIM EXTEND 2X4 A BELOW SOFFIT- UNVENTED SOFFIT PANEL - RETURN TO INSIDE CRNR ROOF FRAMING 4 CLADDING PER 2x4 PTAC, fl! �_EXTEND RATED GYP FOUNDATION DRAIN PER AlbDECK PER STRUCT MEMBRANE THRU SOFFIT ELEVATIONS 0 " CUT 2xI0 WD HEAD TRIM TO FIT IN LIEU OF TYP 2X8 WINDOW TRIM DECORATIVE BAND SLAB ON GRADE FOOTING ROOF WALL FLASHIN 1 7 EXTERIOR WALL CANTILEVER (POP-OUT 8 9 TYPICAL CONDITION WM4 FRAMED WALL ABOVE 10 6 SCALE: 1/2"=V-0" DETAILS/EXTILINDOWTIRIM SCALE: P=V-0" detail0pop-out framing above kitchen SCALIE: 1 1/2"=V-011 DETAILS/PECORATIV513AND SCALE: P=V-0" DIEETAILSAONPRAIN SCALE: 1-1/2" = 1'-011 details/01460 wall roof flashing TYP EXTERIOR WALL CONSTRUCTION,J" PLYWD 12j" SHEATHING ON 2x6 FRAMING, w/ WEATHER MEMBRANE ,--1LA6HING, PER I0/A3.4 TYP EXTERIOR WALL CLADDING/FINISH PER ELEVATIONS ANCHORAGE,PER STRUCT ro)TL 24/55.2 1/2" SPACE NO SEALANT FASCIA 4 SOFFIT, METAL FLASHING - LAP PER 5/A3.4 UNDER WEATHER MEMBRANE SEALANT 7_7 4! STONE SILL ! I: 8'-O"AFF,UNC SOFFIT JX12 WD TRIM ON \—!�X12 WD TRIM ON ADHERED STONE 2x BLOCKING 141-o" 2x BLOCKING ROOF COL TO PARAPET WIDTH (101-9110 MORTAR A WOOD TRIMMED CLAD COLUMN SCRATCH COAT WOOD TRIMMED GLADCOLUMN 01 METAL LATH COL AT BEAM WEATHER MEMBRANE PER 20/A3.4, IF REVISIONS: 7 ,1 31-011 YP SINGLE ROOF W DECORATIVE KNEE SPLICE 2 LAYERS,OR SHOWN ON ELEV5 QADDM 013-22-14 PER STONE MFR 12j" 5 Hi (INSIDE FACE) STONE TRANSITION STAIR/DOOR ROOF T 13 15 2xro RAFTER 6 24"oo SCALE: 1-1/2" = V-011 details/06110 elev stone cap SCALE: 1-1/2" = 1'-0" m,mRAFTWA/FIWJr=CTS/14= AUBANYADERMIT/C>r=TAILO/STAIR ROOF III n I I C_ 2xI0 BE y HEMMED DRIP EDGE \—SST DJT TYP EXTERIOR WALL lx(o SHINGLE MOULD LAP SIDING ON WEATHER MEMBRANE SST BC PER SIDING MFR PARAPETNOTCH TYP GABLE SOFFIT A Ix2 TRIM - SEALANT EA SIDE�W FASCIA �12" C16 STRAP ..T�47 JAMES CLAR ON Al CIONNECTOR5 5- 4x(o SALEM, OREGON �X12 WD TRIM ON COINER STONE JX12 WD TRIM ON METALCAP EXP.613012016 SINGLE ROOF 2x 51_00-,143 16 2x BLOCKING 4x4 FLASHING COL AT BEAM %J OF SPLICE I" CHAMFERED CAP FLASHING OVER PROJECT TITLE: LAP OVER WALL WEATHER 2x4 FURR-OUT CNIRS 4 ENDS CHAMFER ENDS ALL MEMBERS 14'UJ TIRELL15 2 PIECE SLOPED CAP STONE STAIN AND SEAL,KILN-DRIED CEDAR MEMBRANE lE COUNTERSINK 4 PLUG ALL HDW (HANGERS/CONNECTORS/ FASTENERS)PAINTED FLAT BLACK) PT WD RAFTER 0 24"oc CONT SEALANT 3/8"0 LAG INTO WALL cV 0 1 '_� I ADHERED STONE X( 2 2xI0 PT WD BEAMS- FRAMING - TYP OF 4 46 r— MORTAR CONT SEALANT 4 0 WEATHER MEMBRANE 4 2 LAYERS, OR 4 PER STONE MFR // IEA SIDE OF POST \ /111, ' 1 i x \\1 / -METAL LATH "X\\ I\. I " r &x(o FT WD POST-FLASH TO ROOF OR PARAPET —FLEX FLASHING OVER FLEX FLASHING T • OVER SLOPED MORTAR LAP MTL Z FLSH SINGLE ROOF COL AT > BED ON STONE CORNER- PROJECTION TOP OF SHAFT BEAM SPLICE > (a -LEX F4ASHING 18 1-1/2 V-011 LAP OVER WALL WEATHER u SCALE: DIETAIL"TONIE CcmeR 2411 MEMBRANE �7/4' SEALANT CLADDING 0 1 1 KNEE BRACE EA SIDE + ft, 2x HORIZ FRAMING 0' TYP EXTERIOR WALL ---TYP EXTERIOR WALL FLAT w/(1)505 SCREW SECTIONvi u >< AT EAC44 STUD ADHERED STONE "/ ABLE/SOFFIT < •r. r. �_2x& PT WD RAFTER 24"oc __TYP EXT.WALL KNEE BRACE 4'. C) ' COLUMN WRAP Cd 1/2" SHEATHING ON Ir - . . i t , ARC, LATH 4 MORTAR ',--1/2"SHEATHING c3/A33a P PER ARCHITECTURAL KNEE BRACE (NON-STRUCTURAL) 4-4 2x4 FRAMING I- SETTING 15EP 0 SCALE: 1/2" V-011 DETAILSA04SIE BRACE 0 7i 2 C) u ADDL 2x 5LKG 11 4 Tr EXT FINISH, PER ELEV5 -4 2)LAYERS WEATHER ',T, TO ALIGN WITH 1 4 EXTERIOR FUWING MEMBRANE LAP 1 3/4" SHEATHING ON OVER WEEP SCREED N 2x4 FRAMING Pr 5LCKG O WEEP SCREED 4 ADHERED STONE ON MTL M 0 1 , < MTL BASE FLASHING LATH/MORTAR BASE COLUMN WRAP PER WEEP SCREED OVER WEATHER (2) 2xI0 PT WD BEAMS-,-' 13/A33a 4 JIV A A MEMBRANE E E En EA 5 W z C) STRUCT COL L2" L 4 17 (location varies,per '��_STRUCT COL IDE OF POST C14 plan) u C) S l 74 SHEET TITLE: 4 4 4 U \ \ �� a E " °� 4 BUILDING SECTIONS 0 ROOF WELL WIDTH (21'-rolli) 4 4 0 00 121-011 12'-0" 4 AND ' BUILDINGS 0 0 M 1--n -C� :i 24'UJ TRELL15 'Ci 50ARID AND 5ATTEN COLUMN WIRAF TYPICAL PROJECTION FURR OUT CD STONE-CLAD COLUMN WRAIDDRAWN BY: SHEET: MECHANICAL ROOF TRELLIS (n EXTERIOR COLUMNS ADHERED STONE AT FDN. EXTERIOR COLUMNS PROJECT#: 21 6e-ALIE DETAILS/ROOF WELL TRELLIS 22 SCALE: 2" V-0" details/06110 ext dock column brAD 23 SCALE: 3/4"=V-0" PETAIL"T"FNDN SILL 24 SCALE: 1 1/2"=V-011 details/06110 ext dock column 1/4 V-0 1403 A3 .4 DATE: WALL END COND. CfNR WALL-\ 110 00 SHORT WALL ENE) SHORT WALL END SHORT WALL END lZI M 00 PER PLAN #- 4 W36 W24 UJ2421 W24 W3021 UJ30 W30 COND. PER PLAN W3621 W3(0 COND. PER PLAN o In COND. PER PLAN ci rf) 0 ---------------------------- ----------------- ------- ---------------- -------------- ------------- ---------- -1------------ MOUNT M/W MOUNT MAU TO CA57 TO CA51T ----------- ........... F A ------ - - ------ - ----- - ------- _ l <3> ('s SIM GOND, <3> <3> <3> PER PLAN cz co co co w/3011clear min KS) I lol IN M 11:1z I L:71 r_73 F::3 r7:3 > REFRIG <2REFRIG REFRIG REFRIG _ — •N 214oll MIN. All ----------------- ---------- C14 C4 C14 C4 lift I I .1 J R533 D524 5536-ADP Ws 55 R533 5533-ADP D518 F 524 5536-ADF R633 D518 F R533 524 D512 5536-ADP �'_g11 11-011 (01-011 2sim + I /1_311 21_311 81_Q11 KITCHENETTETYPICAL KITCHENETTE (alt) KITCHENETTE 11 1KITCHENETTE1 ___011 3 SCALE . 1/2" = I'-011 ySCALE 0 (FURR DOWN o TOP FLOOR ONLY) (FURR DOWN 6 TOP FLOOR ONLY) (PURR DOWN TOP FLOOR ONLY) W24 W3015 W24 F p W12 W3015 W3(0 W3(0 W3(0 W12 5 W3(0 W36 w36 W3(0 W12 W3015 W12 ---------- ---------- -----------%___ -------------------------------- -71'------------7------ --- 7' ---------------- '-7 �D IL ........ (L 10 �7_ CIA -- --------------- -- -------- -------------------- ------------- -------------- P, VENTED MW VENTED Mui OPEN '11, VENTED MW - ----- Al I _t I I I - -it, 4 <3> PNT/GYP M 7,- cz�l F71 BAR REFRIG REFRIG -------------- - -------- REFRIG ----------- DISP D15F DISP A R533 D5418s RANGE30 524s 553(or, DW24 FEP[ \-LOW, 4 RANGE30 5126 553(os DW24 PEP R533 53(os F R533 524a DW24 553(or, 5186 F F RANGE30 D5412a F 8'-6" FRAM D 4'-11" 2 21-011 -oil 21-01' 4--011 2'-0" 21-211 v-oj" V-2? 4 -011 4 �o 21-011 TO H CN I R 5 KITCHEN "L" W/ BAR KITCHEN 'Up KITCHEN "3 SIDED" SCALE : 1/2" = I'-011 SCALE 1/2" = I'-011 SCALE 1/2" 1'-0" (FURR DOWN a TOP FLOOR ONLY) (FURR DOWN TOP FLOOR ONLY) SHORT WALL END W12 e SIM W12 0 51M W3(0 W3(0 CON[). PER PLAN wia W3015 Wla UJ2 4 F W24 W3015 W30 F 7- ------ C14 ----------7� OPEN ------- VENTED MW VENTED MW ---------- ----- ---------- ,J,I " PNT/GYP PNT/GYP OPEN OPEN EXTEND WALL EYOND CABINETS BAR CNTR BARCNTR Yp (2)BRACKETS REPRIG V-4` — -------------- 6 3(o"oc MAX --------- REFRIG CA PNT/GYP R533 D54188 RANGE30 5185 512s DW24 (01 65368 524s F[ R533 524s RANGE30 D54165 F 553(os DW24 F \-LOW, 2X4 D54185 8 REVISIONS: D5412s 6 SIM 512a 6 SIM _011 21-311 -011 2--0" 2'-0` 51-511 FRAMED WALL SIM) 1� I I TO HIGH CNTR 8 KITCHEN 'T SIDED" 9 KITCHEN "STRAIGHT PENINSULA" 9A 9A-NO BAR NOR PENINSULA COUNTER SCALE 1/2" 1'-011 SCALE 1/2" 1'-011 (FURR DOWN TOP FLOOR ONLY) (FURR DOWN ® TOP FLOOR ONLY) UJ30 F W12 W3015 W18 UJ2 4 W3(0 W24 W3015 W42 W24 ___l---------- --- ------ ------------ JAMES CLARRON ------------ -------------- rR. �W ---------- VENTED MW VENTED MW no l 1�,, FNT/GYP I SALE , OREGON ------ ------ --------------- -- ------ ------- ------ OPEN EXP (o/30/201(0 0 c� PNT/GYP OF 'Lls] PROJECT TITLE: BAR CNTR - _j , 0 l'! — REFRIG -A REFRIG ------------ --------Iv ---------- A, DISF D15P 51M F R533 5305 F D5412s RANGE30 5186 F VLOW, 2X4 F 55368 DW24 PEP RS33 524s F D5412s RANGE30 5185 F F[ 553(os DW24 PEP 51-311 21-211 21-211 51-311 FRAMED WALL 21-011 21-011 21-011 51-211 21-011 21-211 51.111 TO HIGH CNTR Ir 0 KITCHEN "3 SIDED" 1OA-NO BAR KITCHEN "3 SIDED" SCALE 1/2" z 1'-0" SCALE 1/2" 1'-011 u CNTR 105 0 u + u (PURR DOWN is TOP FLOOR ONLY) F W30 W3015 w36 F F w36 W36 LLr24 W3015 W30 N F W3(0 W 3(o ,n 1p ------------ --------------- u -------- ---------- ---------\-- ----------- I---------- -------- ---------------- -- ------------------- -------- > Ir VENTED MW 0 I I l VENTED MW0 Jjj -- -------- ------- ------ ------ ------ OPEN - ------ --- a a, PNT/GYP PNT/GYP OPEN 1 x Mpg FINISHED CAB BACK 4 ENDS Ell IL811) Lu CD It u q BRACKETS 6 .36"oc 0 0 REFRIG SHEET TITLE: 61 0 ------------ REFRIG -------- -------- ------ DIsf- ---------- DI-SP cn a) ENLARGED PLANS 'o A-SUITES L_ fa 0 0 5308 RANGE30 05412o 5186 DIIJ24 F F;Z533 R533 524s RANGE30 P541ft F F 553(os DW24 5368 24"d CAB'T DFAWN B CD 2411 51-411 51-511 1—: SHEET: F[ 21-011 (o .31-21 JTSKI 2411 D C31-011 21-011 21-011 ANGLED ANGLED 'd PROJECT#: sco sc Sc 1 T KITCHEN Sr', JAR CNTR 'Nl_��lm InA-Mn MAO KITCHEN "ANGLED" KITCHEN "STRAIGHT PENINSULA" W/O BAR 1403 *-K A4.Oa cn r- SCALE 1/2" 1'-011 SCALE 1/2" 1'-011 DATE: 17.11.141 OPEN TO CLOSET FOR SPRINKLER COVERAGE (OPENING NOT REQ'D PNT/GYP WT V 00 -0"HM VCLEAR -0SWWR ON TOP FLOOR) L HT 7ZI M EAR L SLIGHT C> ff) _SCREW-IN SHWR ROD BRACKET 0 (2)TOWEL HOOKS j SAWR ROE) Cd a-4 Cn UNFRAMED MIRROR EQ EQ UNFRAMED MIRROR 36"h x FULL VANITY WIDTH UNFRAMED I 1IRROR M36"h x FULL VANITY WIDTH 311 x FULL VANITY WIDTH WELDED call HC TOWEL TOWEL STL FRAME INSTALL SIDE, REAR, AND TOWEL RING 30% VANITY 1211 ROLL-IN -L PER DTL VERT GRAB BARS rq 514WR G5 6 (24" RING TOWEL BAR RING-1 SHWR ON STL FRAME 2511 EACH WALL L-L BLOCKING (36'10W _'l 3 BLOCKING (36"G15L, -s 411 i c:n i 42"G5 CZ-1 i f_<_3 cl BLOCKING 011.911 i ; SHWR --------------- WC��PRON 0 EACH WALLVj TP. D15P. _T FIN PNL PER 24/AO.4 X (P X 30% CLR < < 0 ------------ ell Cq 3-311 ------------7 18" loll KNEE SPACE C4 THERMAI loll C4 cn CLR) Nt CP 500T NOL Cq LLL _L� LLI �[A NOL L OL Cq lift (01, COVE BASE 6" COVE BASE loll COVE BASE 5533-AD10 530 F R TRIM 5533-ADP (IA) D5315 F VAN30 "FE10 ACC LAV/K5 (2A) 530 5'-0" CLR MIN ROLL-IN SHWR THRESHOLD PER DTL, AS SHEETS----Z (15) D5315 18 (25) 518 5'-0" CLR MIN (IC) D5324 (2C) 524 (ID)D5336 TYPICAL BATHROOM ALT BATHROOM TYP MC BATHROOM MC ALT BATHROOM SCALE . 1/2" = I'-0" SCALE 0 V-011 CLEAR 31-0" CLEAR PNT/GYP <�8> CABINETRY KEY NOTES SHWR LIGHT 2x4 WALL,80"h LIG IT SHWR G ADAPTABLE CABINET - REMOVABLE DOORS,BASE AND STILE. WHERE 514M 2411cl ACCESSIBLE WORK SURFACE, PER PLAN AND SHEET Ali 0 ON PLAN SCREW-IN SHWR ROD BRACKET- LOCKED DRAWER. MIN. LOCKABLE DRAWER SIZE = 1/2cf (CLEAR) IS" lei] SHWR ROE) EXAMPLE: 12"W x 4% x 18"D -- 864cl _- 05cf e.— 1 (2)TOWEL HOOKS UNDERCOUNTER LIGHT. HOLD 3(ollhx4all R/S COORDINATE SAFE w/PLUMBING.GYP.5D.BOX AT DEMISING WALL. UNFRAMED UNFRAMED MIRROR UNFRAMED MIRROR MIRROR 36"h x FULL VANITY WIDTH 36"h x FULL VANITY WIDTH 24"G5 TO L BAR TOWEL R. TOWEL 12111 HC TOWEL ACCESSIBLE SUITE NOTES (OPPOSITE WALL) RING TOWEL BAR ROLL-IN RING (2 "GB) SHWR G5 SHWR ALL SUITES ARE AN51 TYPE 5 ADAPTABLE UNLE55 mzl -1 1-1-1--.11­­-1-.1-I.-I­­­­­.­­­­ %6 10_� IDENTIFIED AS ACCESSIBLE ON A2 AND A4 PLANS. 4211G5 BLOCKING 36"Gl5k, EACH WALL 30"Ga 1..."...-­­­­­---l...'..11-1._..-...1- --------- BLOCKING (36`G5) --------------------- FOR ACCESSIBLE 5UITE5, CONSTRUCT AS FOLLOW51 0 0 0 Ro ...... -5WWR G5 1. REPLACE REMOVABLE CABINETS AT LAV/SINKS AND ILF WORK SURFACE --I JL_�- LO EACH WALL TP. WITH CLEAR KNEE SPACE AND SLOPED PANEL PER 24/AO.4 (ACCESSIBLE-HT DW REQ'D) 2. ALL COUNTERTOP&CABINETS ARE 34"AFF X X *'t < 3. INSTALL ALL GRAB BARS Cq lip 17----------------- 4. INSTALL FIRE ALARM VISUAL NOTIFICATION DEVICES PER FIRE ALARM SPEC 0 rp. PLACE MICROWAVE ON COUNTERTOP LD (q (o. No DISPOSALS AT ACCESSIBLE SUITES. b" COVE BASE b" COVE BASE 5533-ADP D5315 F F (4A)518 6533-ADP (4A)518 11 r rp'-O" CLR MIN r I' F 5533-ADP 524 524 r r 4--4j" (45)524 (01-101, (45)524 5'-0" CLR MIN 1 (01-10ILF 2ND 1, GENERAL SUITE NOTESI ROLL-IN SHWR THRESHOLD PER DTL, A& SHEETS I ALL DIMENSIONS ARE To FACE OF FRAMING, EXCEPT To CENTERLINE T ILF ALT BATH F ALT BATHROOM OF FRAMING AT DEMISING WALLS, AND TO FINISH WHERE NOTED AS "CLEAR". 4A 4B SCALE 1/211 I'-Oil 5 SCALE 1/211 I'-Oil 2. PROVIDE ACOUSTIC SEALANT AND INSULATION AT ALL DEMISING WALL SALE PENETRATIONS. 3. COORDINATE POCKET DOOR FRAMING i PLUMBING AND ELECTRICAL BEFORE INSTALL. PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN PER PLAN 4. MAINTAIN INTEGRITY OF ALL RATED ASSEMBLIES WHEN INSTALLING SAFES, WASHER BOXES, LIGHT FIXTURES, ETC. - LISTED FIXTURES/EQUIP OR FURR-OUTS ARE CONTR OPTIONS. r2. ADJUST APPLIANCE DOORS TO OPEN TO WORK AREA. '-O` 6 61 CLO. ADD SUPPORT PER PLA R 31-oll e LONGEN POLE FOR Sim 31-011 CABINET ABBREVIATIONS STANDARD ABBREVIATIONS SPANS > 4" 11-411 (INSTALL SIDE 21-011 ADD SUPPORT CLOSEST To -30 GAB WIDTH IN INCHES CPT CARPET POLE FOR ENTRY 3" FROM DOOR JAMB 5 BASE CABINET (34"h TYP) DISP DISPOSAL SPANS >41-7 R/S R/S 530W BASE CABINET, WORK HT (3611h) R/S R/6 530o BASE CABINET, OFFICE (3011h) DW DISHWASHER SAFE PER SAFE 1 PER 4 530X BASE CABINET,NO DRAWERS HC HANDICAP ACCESSIBLE b (2)R/S b (2)R/S 55 G5 GRAB BAR PLAN PLAN D530 DRAWER BASE --------------------- ---------------------- d F FILLER OFC1 OWNER FURNISHED,CONTR INSTALL LU (4)LINEN RS ROE) 4 SHELF <9> Fla FILE BASE SHELVES RE ZEFRICERA TOR FEF FINISHED END PANEL SHELVES TP TOILET PAPER o 30 C 5 +--4 It Ti i PT PAPER TOWEL DISPENSER 56 STAINLESS STEEL (3)LINEN (3)LINEN (2)LINEN (3)LINEN KS KNEE SPACE WS WORK SURFACE SHELVES SHELVES LU Ln in SHELVES Ln 8633 REFRIGERATOR SPACE SHELVES UREF UNDERCA57 REFRIG V VINYL FLR LUI 55 SUPPORT BRACKET Cq C" 5530 SINK BASE 5530-ADA SINK BASE - ACCESSIBLE KNEE SP d LU 5830-ADP SINK BASE - ADAPTABLE IRE51DENT15 W/D SH CABINET i OPEN ADJ SHELVES _j Lut dt I dt dt _j jt I r W WALL CABINET REVISIONS: SIDIEWALL BACK WALL WS WOW SURFACE QApDM "1 09-22-14 (2ND CLOSET) TYPICAL DEEP TYPICAL TYPICAL (AT TRIPLE BI-PASS DRS) *j _T � SCALE BED/BATH*, BED/BATHG�L�OS�. Y� CLOSET 150B LONG CLOSET CABINETRY NOTES 0/-ALr 1/2 I'-011 1. REFER TO CABINET FINISH SCHEDULE FOR WELDED BTL FRAME: ROOM BY ROOM CABINET FINISH.MT CABINETS 311 STL ANGLE FRAME UNDER CNTR ARE STAINED WOOD CONSTRUCTION W1 ADJ. 2511 WELDED To 311 STL ANGLE VERT SHLVS.OTHER MISC "BUILT-IN"S,WHERE SHOWN, SUPPORT AND FLOOR ANGLE, ARE PAINTED MDF 1811-2411 411 MAX f=RO 2511 BOLTED TO DBL STUDS IN WALL, 2. ALL UPPER CABS. 12"d w/(2)ADJ.SHELVES FROM DR. k- AND FLOOR UNLESS NOTED OTHERWISE 3. ALL BASE CABINETS 24"d UNLESS NOTED ADJ SHLVS T_ Y411 PNL w/ Y4" DADO INTO Ix3 VERT 0 OTHERWISE JAMES CLAR ON K 4. ALL CNTRTOPS ARE 25"d P.LAM 14" SPLASH 811 MATCH 2X BLOCKING RADIUS EXTERNAL CFNRS, POST-FOR"(, 1A CABINET C4 TOP 4 BOTTOM MATERIALS RADIUS EDGE, UNLESS NOTED OTHERWISE SALE OREGON 5. PROVIDE ACCESSIBLE AND ADAPTABLE ,4XF 65012016 0 0 o CABINETS WHERE SHOWN.REFER TO AS SHEETS FRONT SIDE REQUIRED LOCKED, FOR DIMENSIONS AND CLEARANCES. OF SURFACE MOUNTED KNEE 4 TOEI THERMALLY PROTECT EXPOSED PIPING DRWR AND \ 'CLEARANCE'D/ PROJECT TITLE: DR Ix2 STAINED WD t FRAMED GLASS A-7 7-1-7 7- 7 AR Ai`3 SHEEf5 C-4 (o. ALL CLOSET SHELVING 15 16"d VENTILATED WIRE -211 le DR,LOCK, 11-211 11 SHELVING UAO. 11:t Cq 2 ADJ 5HLVS 1p 0 C14 I r �j It z z. J r 3111 FILLER, 30"h COUNTER 3411h COUNTER ALTERNATE SUPPORT MC15 LOCKABLE, (1) PER 4 MC24 sh RESIDENT AT EACH ENTRY SUBMIT OTHER ALTERNATE SUPPORT BRACKET IDE51GN5 FOR APPROVAL IBIld 6 UNITS Z-Au4b 18 16 MC STOR UNIT MEM BOX SCALIEE: P V-0" m./draftIngtproject /1301 salmon creek/pamit/clatails/ei*paral ads SCALE 1/2" 1'-0" 17 SCALE 1/2" 1'-011 U ri PER PLAN Door Schedule SUITES (1)Unit Door Ty es 0 + E (PURR DOWN TOP FLOOR ONLY) U 0 zz LL (n L) < W "z, < WALL CABINETS PER KITCHEN PLAN 6 a) in a) in -Tc--: -2 E 6 REPLACE 0 0- 0 -2 0 1� 2 00 T WALL CABINETS PER KITCHEN PLAN uj CC! u- z KD TYPICAL SINGLE Lo Cd co A UNIT ENTRY 3-0"x 6-8" A ISC PT - 20 9 Z R/5 w/ (2) R/5 Al UNIT ENTRY-MC 3-0"x 6-8" A SC PT - - gz KD CD ------------------------------- -i x 6-8" 0 B UNIT POCKET 3' P HC PT 23 WD .............. -4 C UNIT BEDROOM 3'-1 x 6-8" A HC PT 16 WD U C2 UNIT BEDROOM 2'-0`x6'-8" A HC PT 16 WD ----------- --------- C5 UNIT BEDROOM PIR 2'-(Yx6'-8" A HC PT 16 WD LU .4- > D UNITBIFOLD T-0"x 6-8" K HC PT 22 Y �D C) VENT WOOL) B. -Fold ------- - -------- -- - ------- D2 UNITBIFOLD 2'-0"x6'-8" K. 51 ----- - j -_ _W K HC PT 22 E--� D4 UNITBIFOLD 4'-,Pj;'x62-8` K HC PT 22 KI. DBL 51-Fold C� REPLACE BASE CA57 ADJ REPLACE EXF MW i WOOD la" G5 VERT. U REFRIG INSTALL SIDE, REAR, AND 3911-4111 (q R/S D5 UNIT BIFOLD 6-01"x6-8" K1 HC PT 22 (FIN OP'G: DR SIZE +111) Z TO RANGE i ACCESSIBLE AT UNITS W1 KITCHEN EXHAUST MW ON CNT R D6 UNITBIFOLD 6'-(7,x&-8" K1 HC PT 22 VERT GRAB 5AI`;rS TOWEL BAR WORK SURFACE SEE PLAN (2)LINEN G UNIT BIPASS PR 3'-O"x6-8" L HC PT 24 3: (24"GIB) SHELVES G8 UNIT (3)2'-8"x6'-8'5 L n.. w 1 (9— 1 HC PT 24 3(011G 1 42"G5 G9 UNIT BIPASS (3)3'-015x6-8l' Ll HC PT =-INN i LU :3) -z r H UNIT DECK 3-10"x 6-8" B ST PT TI 3 WD +STORM DR REFRIG J UNIT DECK S VVI I FF Ti VNI 0 CD 1 O 8 -LLii I .... ............. LU Construction (4)Glazing FIN PNL w/KNEE (2) SC - Solid Core TP - Tempered Plate Q SPACE Q Q — C/:A5'TS PER 24/AO.4 HC - Hollow Core FR - Wire Glass EET TITLE: 3011 CIA R U 24/AO.4 11 �PER CLEARANCES PER Z6575 011 3011 MIN CLR ER C4 CLEARANCES PER C4 14M - Hollow Metal TI - Tem Insulated FIN PNL FIN PNL w/KNEE PER 24/AO.4 BASET FIN PNL BASE' SPACE MIN CLR SH (3) KITCHE�L KITCHE 4 24/AOA C14 0 U HOL -1 5AT44 AL - Aluminum 4 Glass .... ....... ENLARGED PLANS 0 PL cql - - 3(011 TYP PLAN PLAN' MC - Mineral I Core. (5) Number refers to hardware L. 5yPass P. Pocket Or 00 30" MIN CL — 5. eliclin!@ Glass A-SUITES fu 0 R I 5R - Stile 4 Rail group in hardware schedule. Ll. Triple 5yPass SEE DTL FOR FIN 4vCC DII-I XS ST - Steel (2x leaf -111, F_ R533 55 ACC WS 65 RANGE30 ACC SINK/K5 ACC 51W FEP ACC LAV/K5 OPENING SIZE M S NO DISPOSAL VN - Vinyl 4 Glass (6)Frame tcji2 CD _e (per DtI8, A83) 3x leaf-29 D11 BY: SHEET: ACCESSIBLE ILF KITCHEN ACCESSIBLE ALF KITCHENS ACCESSIBLE BATHROOM ACESSIBLE ENTRY CLOSET W - Wood Door Notes. JTSKI (3) Material/Finish HM - Hollow Metal (welded) 0 Q Q 'd 1. See detail on A8.1 sheets for pocket door accessibility/clear opening req'ts. 0) 1 __j 311 LE 0 tE Ix4 D COVE 5A75E A 602 LINEN SHELVES LL MATERIALS LO ACCESSIBLESUITES SHOWN FOR ACCESS15LE DETAILS ONLY - SEE PLAN/ELEVS FOR SPECIFIC LAYOUT$ AND BALANCE OF NOTES,KEYS, AND DIMS PT - PANT AL - Aluminum 2. Provide'S'Label all doors in rated corridors, exit enclosures, and smoke walls PROJECT A: WS - Wood Stain KD - Knock-gown (Timely) 1403 20 SCALE 1/2" 1'-011 SEE A9 SWEETS FOR ALL TYP ACCESSIBLE DIMS AND CLEARANCES . A4.Ob 0) 1 � FF - Factory Pre-Finished SF - Storefront C DATE: VN - vinyl 17.11.141 221-611 \10 00 cn 00 221-011 c> m 22'-(o"I 11 1 11 0 14'4' 714 Mcncd CL4 4. r ............................ ............. FOR 541tH r'-SEE-rtA41 DIMS, DR T A65 AND 1LEV TAr3S` ......................................... ..................................................... .......... .................... 0 > cp v ........................................ ............ ............................................. BATH PT L ....................... BEDROOM ROOM............. 5EPROOM LIVING ROOM l .w D 4 BEDROOM r14--� CPT ............................... . .......... E ­............................... ................................................................ 21-911 ------- ------------ CNI ------- CPTCPT 21-21'' C4 $ " j C4 v Y 11IN C�) 158 1513 LIVING ROOM LIVING ROOM �4 ...... ........ ,�-Ob .................................................................... -------------- -_------ LIVING ROOM ; Z (P HL2'-211 Z BATH r2-'� i BATH =V2�" A ................................................................. ........... KITCHENETTE KITCHENETTE KITCHENETTE ........ --------- SEE I/A4.1 FOR N SEE I/A4.1 FOR, L r2 .............. .......... DIMS, DR TAGS DIMS, DR TAGS r2 AND ELEV TAGS Lu AND ELEV TAGS T Lu i cq ........................... ............... ............................ i............................... C4 REP. - ------- oo REP. ........................................ .......... ----—------- o 41-011 91-611 21411 914011 21411 SUITE A-1 SUITE A-1b SUITE A-2 SUITE A-2b 231, 331 (� 41-011 41-011 21-011 2x(o WALL TYP. 2X8 FLUM51NG .......................... ...... WALL AS OCCURS C4 PER 1/8" PLANS ................. 131 ................................... -511 ----------------- ............... r2 _7 2 CLEAR VcD�\/'vc�:) 01 cq KI b45NFTTP BATH KITCHENETTE ........... .......... SEE I/A4.1!rOR> LIVING ROOM.......................................... LIVING ROOM: DAN r,)F,t465- N� REP. REP. AND SELF ...................................------- 77' BE ROOM ------­------- 0 D4 ILL CK) —---------- ----------- 101-011 (01-011 131-101, .................. ............ ........................................... 2--O-l� LIVING ROOM -3 RER SEE I/A4.1 FOR �cq ............................................................... BEDROOM PEIDROOM i W 3\\v DIMS, DR TAGS 0 REVISIONS: AND ELEV TAGS cll SEE IIA4.1 FOR SEE I/A4.1 FOR 0,11 cp ...... .................... BATH DIMS, DR TAGS BATH DIMS, DR TAGS BATH AND ELEV TAGS AND ELEV TAGS r\--- .........---------------------- ........... Sim t! i ...................................................................................... ------- Jt v CPT ITT- -3a SUITE A-3cr SUITE A 7 SCALE: 1/411 V-Oil SCALE: 1/411 V-oil 247, 347 2(31-511 JAMES CLAR ON 151-211 BEDROOM SALEM, OREGON 0 EXP 6/30!2016 OF .......................... PROJECT TITLE: .......... N" rin Q REP. (p -01 —————————— 11; BEDROOM KITCHENETTE 4 21-1011 Q1 QII CJ O2 ------------- .......... CC) lu L --------- . ...............................Ll .......................... SEE I/A4J FOR ----------- DIMS, DR TAGS .31-211 ............ AND ELEV TAGS 7 7 7 7 7 1 2X4 FRAMED,NON-BEARING, 5ATH u LIVING ROOM ........................... NON-SHEAR WALLS.COORDINATE w/ (P MEP DUCTS AND PIPES ............ +----------- PT ilv k. 0, .......... LIVING ROOM v CPT u A C I _ 5ATH =3 it �D > LLI SEE I/A4.1 FOR p DIMS, OR TAGS 1.4 r 0 Lu BEDROOM Lu AND ELEV TAGS > c s~ � Q e0 p 7� C) W) is REP. ---- --- 7o \? cla 0 0 SHEET TITLE: SUITE PLANS cu 0- ENLARGED ALF 14'-4" fu DRAWN BY: CD — SHEET: SUITE A-4cr JTSKI 'd > 1/4 V-0 PROJECT 4: .(D <� Isc 253, 3 3 rL 2��-2- 3 Ep 1403 A4. 1 DATE: c7l .c: ct-1 7.11.14 25'-0" 2'-4?? 91_011 con 1 REFER TO 1/8" PLANS :::::::::::::::::::_::::::::::::::::::.........._............ o cin opo FOR WINDOW SHIFT DIMS £_..__....._._._._.._.._.__. i i_-- o m i I — I O O _--- I LI L,..., J i 4�b j cl m � SSE 2/44]2 FOR i �n z.__._.__ I DIMS,DR TA ! —,,3 2 Q 3'-3 ELEY TAGS I M V1 A- fi. 1 I — i i m _____,.,.., - - -- - � 1"IC- AT__�__ � _ i --- __ ................................ B DRO SEE 6a/A42 FOR 1 a" AND ELEY TA 6 -0 ' " DIMS, DR LAGS ,% BEDROOM Z-1 C GS I i �.. ,I ................e ' ; t i? GffT 231-011 s i I� 3'-0° •M 1 1 3 J 1 t� Z-1bw 3 o j 14 SIM __.__,_._._,� ........... ..- 1.... Ob CK) i __ � SSE 2/A42 FOR � - t_._ DIMS, DR TAGS Al ova { AND ELEY TAGS _e N 3'BEDROOM -011 ` -------------- 31-011 r r - CPT CPT mc -BATN __- __Y BEDROOM -3 c - --- - _ -; -" dLr F-� Gi _ r; cPT ------ �; r BEDROOM co MC-$ATN - - s 2/A42 FOR �v = 1'IC- ATN " I ? I !; DIMS, bR TAGS X1'1C Nj i 3-311 I - m 3-4 _ I ,--- AN�3EYS- SSE 2/A R 2 I � Ob I r F Ob, i 14 IM - 14 SIM i DIMS,DR TAGS I ' Ob ............. AND ELEV TAGS; i ------------- I — I --- r—... I ; Q I € — ------ .. I i I i.. I �I_3�11 I 2 -411 (31_011 9'-0" 2'-4" J 14'-0" 23'-0" SUITE Z-1 SUITE Z-1a SUITE Z-1b SUITE Z-cd 1-6, 13-22 91-011 ill-Oil 211-011 41-0" E E - E i ................ _ 1 ? Jf) ' ' E' 1 ; j I I ........ __.............._...... €............_..._.......1 1 E. :....... .. .. � E i BEDROOM Ei ,.,.,.,.. P-211 _,./ �._._ _..........1................_. �__'w i........... 3 I E i _.--......E........_._...._....r.__._..... 1 r I I `v 9'-3" 6'-6" II'-0" 2'-6" i i e _.......... I 0 `J LIVING ROOM E E LIVING ROOM _� _ _ :. _�� _ ___, �•�-� e Q e CRT ��_ 1 1 ..._._... j 7I Y O' - I 15 =-ut LIVING ROOM ! 1 -- ' ..... : _ E I p3 I ' MC-BATHSEE 2/A4.2 FOR 5-051101, Mc;-5A 1 1 -------- ------ U D4 E I U > DIMS, DR TAGS �? SEE 2/A42 FOR Z—q 6 ........................._-....................._.._.....................__._._! ; __,_ .,.. Z—A 4 b AND ELEY TAGS DIMS,OR TAGS I 4 Ob I 144 BEDROOM o 15 �r I s ELEY TAGS CPT AND N I - BEDROOM I ! ..........................� I E 3 F l w CL A I C t � __ �� R �� — 247, 347 _._._,__,__ ._____!, -------- �>� SE 42 FO � ` D Y BEDROOM - ___ ---- --D�1R TAGS _ n ' U r I _ r D Y r I AN E E TAGS ; 4 Mrr i b u j S %A4�FOR- ' 15 .0 , 10-0 i.. j _ _..-..a.,._...._..,,.,__,_...-....,_G, DIMS DR LAGS I Ob U ___-_ 15b i MC" ATS ' �t ! it I _.---,�-----.._� I I I REVISIONS: AND ELEv tAGS,�I I MC BATH '' E .,'� � �,� ...,..• �� "'. ........................._,ui "+ ; i 1i I 117 ���� I _ SEE �/A42/FOR 1 I� , ' _o_ — ----- --------- D Rr'T - \ -------------- I IMS! D AGS r I DL..._._.-.,.,._._.._............................._.....,_„_..,..,.,,..,....,.,. _......,.,,......,_,.., "` I AND L'1`VT AGS _j t 15 16 1 ?? ' BEDROOM i I I 1 2' 6?1 221 6" ............_,._......._._- I I = Zv ----- , ii I '- L------... 1 SUITE Z-A6a 0 I ............................ . 5 SCALE: 1/4" = I' 6 SCALE: I/4" = 1' v r e I 15 I I ............................... ...........� JAMES CLAR ON - a CPT p4 E,,,,,__. BEDROOM CPT v D3 I SEXPMb/30/20 6N 0 ........................... . OF PROJECT TITLE: II .0 V 1 E i ------- j cn A I I ___.-_._._._._,_,-.__._____.ti = MC-BATH 1 SEE 2/A42 FOR 8'-9" 11'-0" 41_0?? 5'-6" DIMS, DR TAGS AND ELEY TAGS _j d b9'-611 101-01' cn U SUITE Z-A4cr SUITE Z-6e 2x4 FRAMED,NON-BEARING, 7 SCALE: 1/4" = 1'-011 N NON-$NEAR WALLS.COORDINATE w/ 0 o MEP DUCTS AND PIPES co a� U n 1n U ce) > UO — W N as � > x O ~ O O c C) M 7 -- 1-L-1 '-- 1 1 SHEET TITLE: C 0 L SUITE PLANS ENLARGED ALF AND MC 0 0 M , DRAWN BY: SHEET: C JTSKI U Q Q O Pl 403 PROJECT#: n` H 1-14.2 cLn DATE: .c: `' 7.11.14 0 s M M � � O M 00 >~ O M lift •M h O O 4� 30'40" I-3c1 6'-211 25'-6" 2'-0" 4'-0" 28'-6" I-3b _ ------._________-__-___.__.—......... msN- ---------- _ t I � .............................. ..E S N { ' / £ ' t • .. .................... 15B ..................................... IL s A SEE I/A4.1 FOR B,4tl—I 0b 0 .......... � r _ _ _ DECK/PATIO r_...--................. 2'_2�� N 5 T > I - ® i1�_..._ _. - DIM j AND Y U 21-311 LIVING ROOM LIVING ROOM _.- cPT BEDROOM ; ..... ...... STORM DOOR _ KITCHENWQ KITCHEN r E T _._......__.........__......................_. 1 _ _- I I i !11'-m11 I ' Eo ' = 000 CED 0 _._._._...................._..._...... B I .... h. © I I ..........I............. ---- -- c, - �f 1 I -- - 1 $ 111 Jr I I © I N cCv ._._ STORM DOOR i. ( N ------ I 000 © i 40 _........._.__..............................-----_........_.._.._._: - I ! SAFE Li l\u SAFE _ -------- 41-011 KITCHEN 117>53 _, STORM DOOR -31 LIVING ROOM RE1=. DECK/PAT 10 CLEAR : -w:-._:_.:_ _.:; CLEAR 1 i ..._..._. s 3 N 21_mll BEDROOM i 1 SEE t/a4.1 FOR , I BEDROOM ( DECK/PATIO ' ...................-.-.._.-._. _. _.__.-._. ' DIMS, DR TAGS ® D5 i SEE 1/A4.1 FOR BATH I i BATH AND ELEY TAGS ' DIMS,DR TAGS i -'-�--'---_. ............___......... i 15 .. --1 _._._........ D ELEY T ' AN AGS ; i 'f ......._................................{ ; I I £ , 15'-2" 61-0'1 0-8 22'-611 29'-61' SUITE I-2 SUITE I-2a SUITE I-3b/SUITE I-3c1 201, 301 2x4 FRAMED,NON-BEARING, NON-SWEAR WALLS.COORDINATE W/ MEP DUCTS AND PIPES REVISIONS: 281-011 31-011 '11_511 pl_/ 11 J I J CJ 30'-611 '-0" JAMES CLAR ON 51 mll pl m11 � � I — ;T � .�.' __..__.._.. .. REQ. SALEM, OREGON --------� I a N e DECK/PAT IO --- Lill .._.. i I .............. A3— 'I 3 2x8 PLUMBING SEE I/A4.1 FOR tu EXP.6/30/2016 WALLDIMS,DR TACsSSTORM DOOR- — 1mA I© ; AND ELEY TAGS 11'-6" II'-01181.011 1.011>-m--___ IF ....................._-._._......, 1 i... 6, dJ i 4 m I 0 PROJECT TITLE: M � I © p LIVING ROOM I! KITCHEN I - .. -r.---- �i I BATH 15a I - _ ' - - N 11 r✓t 1 j ! E j ' i I I e j j �...� I I 21 II I _ _._— : i _........ V _............. I 3 SS3 I ' y.t 'V I ->.._.......R..,..,..... .............._.....__._._..._._.. 1 11 1 tt — I 0O I f \ t 1.........._......... rr�! U.1 Q i � LIVING VINO ROOM I ................................ FOR _.... I 1 REQ. { , 1 � �, _ _ DIMS, TAGS - { l r 1 _...__.AND—ELEY TAGS U KITCHEN lm ° ` 4:i'`; - E DROOM ; � '_._ ;. Y ROOM ° ______ _ BE , 1 '� ' { BED DECK/PATIO _ C - CPT _.._.._................._........_._..... � ---i----- M"_i ._�• ? -�-- �.`_._� !� STORM POOR -------- 2x4 FURRING BEDROOM 1 WALL 11 311 Al m11 51 311 21 yft,Y _ ------ ----- --- �1 Y/ j o 2x6 FURRING—/ ---- ( © ! I' mb LIVING R WALL E j BATH BEDROOM ._..._._........................._._......_.............._._..._..._, � CPT �"1 I........................................ ...................3 0 0 0 i ._._..._._...__t 4 �......., t 't i 1 - � _ -.._. _ _._.. II In u SEE 1/A4.I;FOR 31-311 Nt — — I 1 DIMS DR FAGS I ---- BA >p cn w ! A11 v T ; = i - 74-1 U i ........ .................. _ LIVING ROOM Q , z D ELE , AGS I 14 ,n a I I I - CPT I o O Q n 0b Q in j I - 1\ y III {............ ... W Q =� _ KI1'CH N � F 1 0 1:4 �_ _ b KITCHEN _ .... — 0 1© a I I i N , > SkE I/A I FOR I U I 11 1 DIMS, DR FAGS i I 6 FURROUT ° a, STOW DOOR � 3 0 o M 1 II II AND El El TAGS' i V5A . .. 9-9 2 -I E ! © ; I ; o C) i i I: 11 REP. a --75-7--- C14e _ :..................................._. ................................... I �n = D - - , p1 '111 21' II11 ` — __:___._.__._._._c. .___._..._. 4 6 FURROUT _ - - � " �•..._. � . .....- D C P O n REE. --- ---- � �--�._�.�.__.�._.;, �..__._._._ it C O SHEET TITLE: 1_ 11 111 I _ II SUITE PLANS 3-5 111-61 1m 6 20'-0" ENLARGED 81-511 11-0 81-311 311-611MC AND ILF 1_ 11 1 11 M ° ° SUITE I-3c2 DRA"BY: ,ate SCALE: I/4" JTSKI SHEET: SUITE 1-4 SUITE I-4a SUITE I-4c PROJECT#: /•� 1403 A4.3 SCALE: I/4" = 1'-0" SCALE: 1/4" = 1'-011 � SCALE: 1/4" _ ,'-011 CD — DATE: a � 206, 306 7.11.14 0 r� W) I Z Z Z Z Z Z Z 73 2x4 FRAMED,NON-BEARING, — '? NON-SHEAR WALLS.COORDINATE w/ 7:$ M 00r400 'MEP DUCTS AND PIPES Ln cq 101-611 101-611 II'-6" 311-011 .............. "c REF. N .................... ---------- 14/1 ju REP, I/A4J FOR 15AL Ii DECK/PATIO REF I/A4.1 FOR 5AL OF NOTES,KEYS, Z =7 -2111 KITCHEN OF NOTES,KEYS, AND DIMS .......... AND DIMS 0! C) > DECK/PATIO --------- lo� 5A STOW DOOR (D (44�0 1 - DOOR L BATH --------------- Lu .................."'t 5EDfRoom 5 ATH ............. ............... ri> LIVING ROOM 33 -L-7- .................. LIVING Room N\�2XB PLUMBING ........... ­­-------- y WALL.............. ; BEDROOM ............ F C14 5E[)RdL,)m -------------- 01 F_ 5EIDROOM LIVING ROOM ................... .............. .............. N... BEDROOM _2 BE 'ROOM 14 ...................... ---------- cq I II Z 21 ............... CPT .j T_ Lu y lz .......... ........................... OO 3 SEE I/A4J FOR BATH 0 C'l G AGS 0 Ln DIMS,DR:T LE�TAGS T=-T, AND r= Liz F5ATH4.0 4-0 SEE I/A4.1 FOR -CPT 0 KITCHEN I DIMS, DR TAGS 7 1- 11 SEE I/A4.1 FOR .31 211 KITCHEN-___ < AND ELEV TAGS 31- > STORM DOOR C)lo lu 0 (D -ob 54TH ; b DIMS, DR TAGS 2X& PLUM51NG Lu Lu AND ELEV TAGS cq r% < (D 10 DECK-1 1 WALL IDECK/PATIO REF. no jK Ill-oll 141-oll Ill-oll 9'-6" 21-611 81-311 C31-011 SUITE I-5 SUITE I-5a SUITE I-6c1 REVISIONS: 121-911 151-91, 101-31, 131-01, .............. .................. ..................................... it 'OD ........... 3514011 ...................... -oil -311 10'-3" 151 101 JAMES CLAR ON BEDROOM ........................ ................... .......... DECK/PATIO 5EPROOM 7 A SALEM, OREGON EXP (o/30)201(0 STOW DOOR R ci I /4� -bil OF .......... ........... ........... ._.__._."_._._.i IDECK/FATIQ PROJECT TITLE: C�D ................... - --------- r DECK/PATIO 4Zb LIVING ROOM40b N STOW DOOR 14A Sim .............. L IvING!ROOM ------------- ------- 04 CPT LIVING ROOM ........................... v STORM DOOR coo ................... —-------- 5EIDIROom 0...0, i i i ! ...�. _...........m ..... --- _ ............. 3 C�D cq KITCHEN A > CA ................ -311 21-9l .............. ........... C'� (D fD 21-311 _BATH ............... ....................................... C�D u 10 ............ cn u (14A�SIM + -,n r'r & o' CQ fpEF C4 ................... 5 .............. u CPT o v CPT n_ wc v ----- ---T BEDROOM %I--- C4 BEDROOM CPT u v ......... ------ 'r2A s'mLAUNl2/GLQ5 pz=- 0 @14A SIM tl�4A 4.1 z ob > KITCH'EN > v \-i CPT Ec I q�) BATH REF. o e0 7 z -------- ----------- FLUSH WALL FIRST 01E KITCHEN 0 1 R/S 5ATH FLOOR ONLY, SEE !AV�/i r(o A \T3"-2- A c) p I I -'....._... ; zn > Nt \��V > I i \ ! - I _!� 17 C) i(D .............. Lu 2X& PLUMBING CKD ----------- (D 0 m ill-31, I ................__-] I z I i I ­_....... [t WALL i u li4 4 0 C14 t ke) 0 7 C14 7 nVri 0 r SHEET TITLE: 121-511 31-1011 51-211 81-111 21411 (31-211 Ell-Ell[ 5f_oll SUITE PLANS 101-01, 11-1011 ENLARGED ILF 3(01-1311 34'-0" 0 0 DRAWN BY: SHEET: C) JT KI % V) t > SUITE 1-6C2 SUITE 1-6e SUITE 1-6e2 PROJECT#: .0) H 1403 4 6 SCALE: 1/4" 1'-011 SCALE: 1/4" V-0" SCALE. 1/4" V-011 A4.4 In- In DATE: 0) a4 JAMES c F---0-0-0 --1 10-0 OR S L LAR ON SALEM, 0 E N /3 /32 EXP ()F 7.11.14 M 2x4 FRAMED,NON-BEARING, rn NON-SHEAR WALLS.COORDINATE w/ O M 00 MEP DUCTS AND PIPES o M 18'-311 6 -Il 5'_J�11 I-3 4-5 �n 0 .4 i � d 0_ 0 I I I I -1 4 0b i Ob SEE 1/A4.1 FOR _2„ I AIMS, DR TAGS � BATH AND ELEY TAGS _ ••, h SEE I/A4.1 FOR 3 DIMS, OR TAGS E ELEY TAGS _ - 211 `-� o ......"� 91_511 2'-0 11 , • ' '���� R TH ° •M BEDROOM i KITCHEN IDECK/PATIO STOW DOOR -- W I\ uo,1 _. _.. FORLu..............._..............................._.._._...._............_.., _..� ..- ..,� REI=. mb i � _-- �'� ��BEDROOM � DIMS,DR TAGS E ELEY TAGS ® \ \ O I ®® v `t l _ t� ' - LIVING ROOO�, ° . BATH I I J. l I © �t •` '' � � � t ' � " I• INCA M ----f E , 'I � � I � BATH STORM DOOR ,. '\.• _, ' _ ;, I �� __i ,,..:i` � � �`� tt ROOM r..�` B CLEAR BEDROOM !' -� f \ ____ .. _._.___.._._.___._._._... E `� DATI w SEE 1/A4.1 FORCI - 1 SEE 1/A4.1 FOR _ -._.__ - _.S _ _ DIMS, DR TAGS ' © 2'-0" 4- v " DIMS, DR TAW e 3 LIVING ROOM 4 ELEY TAGS -- �. �" 3 E ELEY TAGS n E I t F L� r \ 1 : � • � , v ��_..� � v v`� E BEDROOM , BEDROOM BATH I L..... .................I \ - - ---- - ---- ................. ........... .........__.................._ I I I I ---- .•� E 't\ v 15A I - m I BATH 14A �4 --------i SEE`f%'a4.j FOR 31_211 I I 1, _ I ' _ � ............ DIMS, DR TAGS i � �� � STORM DOOR — ------------J ELEY TAGS - - 1 I _ : t £ - 1.1 V{,, cq `f DECK/PATIO I II I 11 I " 71 10-1 3-6 I4 10-2 2 -I 2 -10 U!1TE I-7eLUIT(:D�S- 1/4" = -0" SCALE: 1/4" = 1' 215, 315 2'-011 6'-6" 23'-6" 36'-6" 6'-3" FURROUT FOR FLUE 10'-0" AT 0321 -------------- VISIONS , .................... E _._......... 14A �b © BATH S r ------- 6, I DIMS, I SEE 1/A4.1 FOR ° _ DR TAGS 13 `� -------------- = I ANp ELEY-TAGS e e I DECK/PATIO '- I 6, --_ _-'� I e ' ul 0b SAFE - - 1 m ---- I B DROO - SEE 1/A4.1 FOR `" - 1 Ob BATH DIMS, DR TAGS 3.3�� D = STORM DOOR AND ELEY TAGS 0 e _____------ BEDROOM I , STORM DOOR D ,.„ -------- LEA r7 .1 lx; ____.____________ SEE I/A4.1 FOR 3'-8i" - -- ----- ------- e - ' -- KITCHEN I �© ---- DIMS, DR TAGS DECK/PATIO _ JAMES CLAR ON a I f t ELEY TAGS , ____ _.__ - BATH SALEM, OREGON I �� if I I I I �n q EXP.6/30/2016 BEDROOM - , I I I .0b 0 I I I 2X8 PLUMEING � - - I ' i 0 WALL `1 . - .E ; 2X8 PLUM5ING OF I f,w a I I I -i i p 15A WALL �n fes:' ` ;-' I -----,___-- J Ilrl1,ID PROJECT TITLE. ' Cn ' S ! �' -- -� o00 ; ........._.... z I I - = LIVING ROOM � j 1, � im (� I,VING ROOM _ E 03 N b - ,` d1 11� LIVING ROOM Em M ---' _: _I C A I r FURROUT FOR _- - ;�' T #323 - HEN -, o 0 o ..........._........__...._......._..... —p— I Q FLUE A r cp 0b I a / � I o 4 0 I - cl a ! I i .................... ..1 i F,. '� :E E' it 2X8 PLUMBING I i i ---- ..._ ,......._..._......... .. - I: I WALL \off BEDROOM b STORM DOORI© i BATH _ "? .._.. 3' 10 ° SEE I/A4.1 FOR a I v, r_�--- - I U DIMS, DR TAG ---- , ©I 40 13, `► °._._........._._........_........ 0 U N fr E ELEY TAGS n DECK/PATIO � / KITCHEN p5 © N ���t - ___.............................�. ------------ N �,` ; + � 15 � '-3 0 BEDROOM 14A CLEAR D - a BEDROOM 0 - .. SEE I/A4.1 FOR - i I--1 u I 0 DIMS, DR TAGS 14A I �`J v� AND ELEY TAGS BATHLo n, a 6EE-1lA4.1....FOR..._j a CdSAFE _ U - SAFE II RIMS;pR 1"AC� --, i' ------ cO Ob q e i --- -i BATH 'Y1AND ELEY TAGS w I o � � > a M z ca -- — I. �• W Ob r ..._.....L......_...- £---_- I� Q a -------------- 5'-1" 5'-10" 12'_0�1� 31_/ 11 10'-8" ��J O N IDC/j F-+ O� O Ir 31-1011 31-811 29'-011 2 1'-9" 4'-3" 0 7 a �+ 36'-6" N 2'-0" SHEET TITLE: 61_911 SUITE PLANS 19'-1" Ir ENLARGED ILF fa 23) SUITE I-8 SUITE I- 8a SUITE 1-8c DRAWN BY: SHEET: i Q r(D SCALE: 1/4" = 1'-011 SCALE: 1/4" I'-0" SCALE: 1/4" = 1'-0" JTSKI ? PROJECT#: A) Q 1403 A4.5 cn Q � E: L c� G M _ 14 - •—+ M M � � CURVED WALL 7:� o M 4 CJ (0 O u GYP/PNT OPEN TO � 0 FURR D j CORRIDO a, PER PLAN OPEN ' i TO CORRIDOR GYP/PNT f Wo PNT WD TRIM WHERE SHOWN ON_ELEV___. _ _... _..__._ T.1 IN (_....__ ,'ry1 f � ev ., 11 i llS GYP/PNT < PIE PAINTED GYP PAINTED CxYP - : CJ _. . ,. ......... GJ PNT/GYP CJ PNT/C��'P _______ ______--�_--_ _ ______ __-__ _-_- -- -WRAP GOL _ _-�_-_ _ GY 1/PNT WD TR g SOFFIT BEYOND (RADIUSSED) --- - --- ---_--- LINE OF BALCONY - OPEN t0 .........__ . M FOREGROUND PARLOR SEE 3/A5.2 FOR BACK WALL OF _- OPEN t0 10 I I COL A-TYP PARLOR A82 ? _.. I 3 RECEPTION �Q OPEN - - - - - - - - - - - - - - - - - 24 OR 18 FIN --- -- - - _ _ G t0 CORRIDOR GYP/PNT RECEPTION DESK BEYOND (SEE PLAN) 41 ? 0 i B - _. PNT/GYP .:.: _ ; _F a -,.H...,� t – �.L. ..__ E a ( �� ( '1� 3 i S f 1 i } ,r.�{.._ 18" MCC ) T ?. ` 1`l4! ;;I , I IiII I , �� c a ('N � : 1,l .,.,.,- ,2T —�f- ,:::...: L.,, i ,i_..m..Mm....:r.�;, j ' �,i4f� � � if� 1�4�i ,.....^•- i �(-i� Z 11 p MONUMENTAL STAIR O (P 1` �, A PER2/A7� B `� - - - - - - - - - - - - - - - - - - - - �/ 2i- T (fin) V-0"-TYP (FIN) of r (UND) r 5/R-CENTERED IN WALL-(4 TYP)PNT V1515LE DUCT FLAT NN 6TONE, , SILL BLACK 7 k — __ _ .. -............... w .:._..� pp r�,�1 L_ –+ 1–=fir/fi l ___– RAR VI\ 4 ; Pr1r�YP PNT/GYP .__._.-4 ._._,____..._....-.._._._._. i `r--- i OPEN 15 15 TO CORRIDOR N ..... CULT GYP/PNT O O O L<L 5IOI Etr _ � PNT/GYP t I .... 4'-6L 4'-6' Me MM ROOF-MATCH ..... CJ WINDOW CONSTR 10N-SEE A3. _ W/So CRNR SCHED BASE GYP-uJRAPPED RETU1�lO i F� ' = SCNED BASE j GYP/PNT O O ma� =j : J ....__........_ ______._.................... OPEN ! LL- q O �.+�N1 0 m,. _ CC �'P9 TO CAFE -- _ _ �R/R-CENTERED PNT WOOD WINDOW SILL COL A-STONE BASE COL B-TILE BASE COL C 10 _== V1515LE DUCT FLAT EDfNLCAP TYP OF IST FL L055Y TYP AT IST FL DINING GYP/PNT BLACK TRIM � SCALE: P=1'-0" P=/0.146 MWSN CASTLE Rod B SCALE: 1"=1'-0" PI/0146 MWSH c SCALE: 1"=1'-0" PI/0i46 MWSH CASTLE R OPEN O O O O TO CAFE COL A-TYP OPEN AUTOMA I DOORm� 1 , ocl!liil� , •t0 CORRIDOR � •PNT/GYP = I !I ; , _.},IlEJ23 24 e � �AS. A8. i r} I �, , i rc� __ I } I}} 1- "" jt" i K I'- f I ! li< / i t ' j 111'] f 3._0.. 3,_oi, C D WOODPNL PER Z4/ASZ 12 IXS WD TRIM 4 F_� 0 `� A `q 45 IX6 WD TRIM SLOPED IS'. 45mfn RATED OPENW3 IN TIMELY FRAME LOBBY T.O-PL INV23 23 23 23 -= A8. A8. A8. A& SCALE : 1/4" 1-0" 2x BLKG 3U&P CLCs a 2'-6" 3'-0" 3'-6" 41_0" "SOFFIT BD 7-10 'AFF I E ! i 3 - jPARTIAL ELEVATION At 2-5TORY WALL 11 COL LINE 121 _.._._......_.....__.. e 0 a 0 t F RR DN WALL PNT/GYP i , REVISIONS: GRILLE BETWEEN GRILLE BETWEEN GRILLE BETWEEN GRILLE BETUJEEN DBL GLAZING DBL GLAZMG DBL GLAZING DBL GLAZING S/R-CENTERED IN 24" COLA SLOPED CEILING WALL-(4 TYP)PNT D STOREFRONT EAVE INTERIOR WINDOW TYPES (3-TTP) __-_-- --____----_-_ VISIBLE DUCT FLAT SCALE : 1/4" = 1-0" VINYL FIXED SINGLE PANE PNT/GYP SLOPED CEILING - w BLACK 3 SCALE: P=1'-0" EXCEPT AS NOTED �— i w M:/DRAl':TMG/PR0JECTS/1102 COLO SPR/PEWIT/DETAILS/ST _._._. ADHERED STONE 11 . ._. _.- -.-- -- .- _-.- 14 16 � 1� I� 14 MATCH COLUMN g� 2x12 MDF TR i I . . .... __. cA DETAILING e PNT/GYP� � - --- - - - � ---- B FRONT ELEy - - — 13 JAMES CLAR ON 24" COL A - TYP DINING GYP/PNt ♦ 5 ; 5'-0" 7'-0" 5'-0" 60" H. WALKER I I O2 2O L<�> 18 r <,> IS < L<l> L1_<_1!_ SALE , OREGON ' SCREEN WALL--\ tf'G P 6/30 LOW WALL »u I F XP /20 6 E LANCER ?�- �m nE. __,x t:,yy I I \\ f j n.g a } OF O� PLANT PNT/GYP r BASE �,� I SN A = PROJECT TITLE: Lr) '�,, SALAD BAR CARPET BASE Q A PLAN s9 A B♦` - — ." 18"Wx4"D PILASTER ELEVATION AT I-STORY/GABLE (6 COL LINE TILE SASE COLUMN A AT DINING o EXTERIOR WALL � N PLANTER DIVIDER 15 CURVED WALL 8 0 ! SCALE : 1/4" = 1-011 9It re re 4 YpMY LIST OF CABINET FINISHES BY ROOM OPEN to a (not all rooms have cabinets in this project- refer plan and interior elevations) CORRIDOR OPEN TO H b Door style Chetco-Beech Chetco- Beech Shasta-White Plastic laminate CORRIDOR ao Finish verify verify White thermofoiI VERIFY- HPL pattern N Pull M9661EOA M955OBNI M9555OBNI VERIFY __._.__.__.. _,__ __.__ GYP/PNT - mo GYP/PNT Reception All Living Units All common laundry Salad Bar N Parlor MC Living Rm Staff Wait Stations + --- r�r------------------ ------------------ -- - ---- i - --------- ----- ------ --------_ _...,.. __. _.., Q+ 0 o Hospitality (Serving) MC Activity Offices in ALF MC Serving(uppers) =-==---- --- _-- v; II ....': _....,„ . _ . ..,.,. _. 24 COL A - TYP MC Shower Craft Room Med Rm Plant/Hobby 2x12 MDF TR ",., '' on ......_._..__.._ _._ . ...., _. - ._.a._..._ m...m_ ._.aa..___... 6 DINING _ rt �t 40 I~ Bather/Common Toilet Activity Kitchen Chart Rm Salon C MC/Public Work Rooms Activity Bookshelves Cafe PNT/GYP _ . Q s Main Work Room GYP/PNT MAINTAIN (� M i U (not white) 1x6 FASCIA T '-' MIRROR '" O O 60" H. WALKER SMOKE/FIRE � 60" H SCREEN WALL ! o CABINET ABBREVIATIONS CABINETRI' NOTES GYP/PNT cARRIAc� _.(...__........ -_ CORRIDOR - - - - - - - - - - - - - - - - - - SCREEN WALL AT FLS a H Q LIGHTS I - W _.__.. ^♦ _ R1714 H -30 GAB WIDTH IN INCHES 1. REFER TO CABINET FINISH SCHEDULE FOR 6"w x _ . .. U B BASE CABINET (34"h TYP) ROOM BY ROOM CABINET FINISH.UNIT CABINETS i ; I I OPEN TO OPEN t0 OPEN t0 a PRIMA..... IN NC; a a B30w BASE CABINET,WORK HT (36"h) ARE STAINED WOOD CONSTRUCTION W/ ADJ. ;" - I . w r; _ _ ; 5EY I CORRIDOR CORRIDOR CORRIDOR ,n 5300 BASE CABINET,OFFICE (30"h) SHLVS.OTHER MISC BUILT-IN S,WHERE SHOWN, 11 > 1 ;%I i r , sss iI. Q 530x BASE CABINET NO DRAWERS ARE PAINTED MDF B -- a .- --- - --- --- --- --- --- -- �,. D530 DRAWER BASE �� F FILLER „ ,._: BASE .--. - I N 2. ALL UPPER CAB5. 12 d w/ (2)ADJ.SHELVES ; y. > FIB FILE BASE UNLESS NOTED OTHERWISE 524 524 524 SALAD 5AR N 0 0 aJ o o FLriEP FINISHED END PANEL (18"dCA51NETSJ ♦ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FW30 FULL-HT WALL CABINET, 5HLV5 3. ALL BASE CABINETS 24"d UNLESS NOTED GRANITE D SHEET TITLE: <o o DISP30 DISPLAY CA157,DOORS/SHLVS OTHERWISE N N K5 KNEE SPACE ,z ti R533 REFRIGERATOR SPACE 4. ALL cNtRTOPS ARE 25"d P.LAM w/4" SPLASH INTERIOR I L DINING ROOM ELEVATIONS d UREF UNDERCA157 REFRIG RADIUS EXTERNAL CRNRS,POST-FORM, L SB SUPPORT BRACKET RADIUS EDGE,UNLESS NOTED OTHERWISE 5830 SINK BASE SCALE : I/4" = 1-0" .21 ~ S530-ADA SINK BASE - ACCESSIBLE KNEE SP 5. PROVIDE ACCESSIBLE AND ADAPTABLE C 6530-ADP SINK BASE - ADAPTABLE CABINETS WHERE SHOWN. REFER TO A9 SHEETS DRAWN IBY: SHEET: Q SH CABINET w/ OPEN ADJ SHELVES FOR DIMENSIONS AND CLEARANCES. Id W WALL CABINET THERMALLY PROTECT EXPOSED PIPING PROJECT#: Q WS WORK SURFACE 1403 A5 . 1 6. ALL CLOSET SHELVING I5 16"d VENTILATED WIRE rn ¢ SHELVING UN.O. DATE: 7.11.14 L C M _...._.._......._._._.. _ M r- V) W � , I Vl O� M OM 00 14 14 to M GYP/PNT 0 .. PNT/GYP ------ -- ___4`_C ROUII�TMLD__� =tel' =..:ARCHED d cd Auto OPERATOR FURRDN t i OPEN TO WALKER 24" COL A - TYP i CORRAL AREA a DINING .___.__ P OPEN TO L055Y GYPNT/GYP OPEN TO OPEN TO CORRIDOR GYP/PNT GYP/PNT `� °° 2O OO OO O OO O O2 O2 O2 ,� LOBBY LOBBY <Y (A BASE ...:= _. \.,. PNT/GYP 0 60" H. WALKER B COL A 18"Wx4"D PILASTERS /� B A - TYP DINING EXTERIOR WALL /'"'� WOOD PNL PER SCREEN WALL 24/A82, ALL WALLS 0 op 21 6 GYP/PNT GTP F[IDN-=-6"TPOCKET_10ZD1NpOlU5 __ _____________________ _ - - GYP FURR IDN tt GYP/PNT FURR DN ._._..._. ....... _..... I I E Ix6 FASCIA I 60" H. SCREEN WALL To MIRROR i i ! PNT/G KITCHEN I I 1 ; j ; f 24" COL A -TYP PNT/ P CORRIDOR i CARRIAGE-46 CORRIDOR Nx LIGHTS ; i i ; I ii i PNT/GYP 1 1. 1 I MATCH XTE OR DINING t I ; j j eIDINCs BARD; Bl1tEN ( CORRIDOR 24 COLA TYP ,j bwxbd i � � Im OPEN OPEN OPEN TO TO TOTRIM � I I,..ii::�. ,:.. ., UID I I 1 3 L 1 'YyI 1 t S CORRIDOR CORRIDOR 1F ��; _....�:,: ,. CORRIDOR ' - — — — — — — — — — i WOOD PHI.. PER 24/A82 � 20 524 524 B24 C D 8 MATCH EXTERIOR (18"d CA5INETS) CSIDING E WD TRIM CsRANlT1= D AL DINING ROOM PARLOR 1 SCALE : 1/4" = 1-0" SCALE : 1/4" - 1-0" - - SIDING RETURNS TO 1X4 WD TRIM EXTEND SCONE � / SILL ___.__._...._..__._._._-------_._._..._.___._._._.__.---..___------------------------_..__.____.___.... -------- - W3(0 W30 W36 - - - - SNLvS NO RETURN - . STONE VENEER ----_.__-- ALARM # - - -- -- _ _.___. ` ---- — --- �, ANNUNCIATOR 1�F -iD I \ g TERMINATE STONE AT l ---_ - -- - --- g 8d 1'" l GRANITE TOP 8 CAB'T OPEN 36 D TAL LOGO „ NOTCH CNtR FOR , OPEN TO = C TERED ON _.._ _._._.____ ; _ 1 STONE VENEER \� �CNTR CAP GRANITE TOP CORRIDOR c0 _ - --- 24 SQ COL A LOBBY GROMMETS _ - .... __.._._ = 6�1 - - _. I , ♦ � _ _. _ " B ; B � ; �_ COPIER LOBBY 0 8 — x cp54" CLR _ SPACE 1 . KN S — _ („ -------------- tta L'se ms \\ . _.. 1{ i D PANELING STONE BASE 5180 FIS �KS At FILE FIS 5180 8•_0.. SB KS 524x D512 530x D512 524 A WOOx PER 24/A82 COLUMN B CAB'T DRWRS C D A B Ilk I Lo RECEPTION WORK RM 8' 0" 3 SCALE : 1/4" = 1-011 4 SCALE : I/4" I-0" GRANITE CNTRS _ - - - - - - - - - II_811 g_gii II_Sn GROMMETS 12'-0" FLAT BAR STL SUPPORTS AT EXTENSION V'h LETTERS a CINEMA REVISIONS: CRO DG RRD " 31_mn DECOR- Or-L.1 `0 -------------------------------------------------------------------------------- FURR DN —T— _- _ _ /R - - --- MARQUEE LIGHT FURR DN � � FURR DN BISTRO GNTR -CENTER PNT/GYP / 1r 3'd RADIUS w/FLAT BISTRO CNTR W30 W36 s- _ _ V C w TV , BAR SUPPORT 13 -EA SIDE 24114 OPEN TO N 1X3 WD TRIM RACKEl L055Y - -- - o COLA f g GRANITE,TYP. �.' ;tI PNT/GYP 1 W COL A OPEN t0 OPEN TO N _ l UTIL HW I- -I LOBBY .. _ CORRIDOR m , GIST /EXPRESSIF 0 SINK SINK e m -- I I / \ LOCKED,RECESSED, --- COMPUTER 1 - t . _ - LIGHTED, 00 ,f 1' f T I �. ,- •1 1 :f f, = i,., .i i ', 1 �I1 = 1 DSP ACAB t = MURAL 0 0 ----~ --- 8114 1 _ 1 / 1x3 UID _ j ., TRIM � > , W/ t; DISP30 DISP30 DISP30 DISP30 530 530 UC PLAM PNL 524 5536 FW-30w x 38d K/S B24-COMP K/S 11F 524x D1312 530x F A B FIXED CA NT SOFT SERVE C (VENTED) A FRONT CA5'T w/ RETRACTABLE WOOD PNL PER FULL-HT, DRS 24/AB.2,ALL WALLS CAFE w/LOCK JAMES CLAR ON FOOD DISPLAY/TV MENU MC WORK RM THEATER ENTRANCE 5 SCALE : 1/4" - 1-011 SGALI= : I/4" = 1-011 SCALE : 1/4" - I-011 8 SCALE : 1/4" - 1-0" SALEM, OREGON EXP.,6/30/2016 OF p� c� PROJECT TITLE: STAINED UID TRIM is DOORS � AND WINDOWSLIST OF CABINET FINISHES BY ROOM � N 4 CROUN MLD/FURR DN (not all rooms have cabinets in this project- refer plan and interior elevations) . O Door style Chetco-Beech Chetco-Beech Shasta-White Plastic laminate Finish verify verify White thermofoil VERIFY- HPL pattern FINISHES PER FINISHES PER PNT/GYP Pull M9661EOA M9550BN1 M955506N1 VERIFY ELEY D ELEY D � II oil 1--1 CHAIR RAIL ON lxro WD TRIM a Reception - - All Living Units All common laundry Salad Bar i b Parlor MC Living Rm Staff Wait Stations (Serving) Y g(uppers) iM POST PERMANENT NO GREASE _. ._ PNT/GYP HospitalityServin MC Activit Offices in ALF MC Servin = ___._a__._._._. , FSIGNAGE AS SHOU�N COOKING c0 g o MC Shower Craft Room Med Rm Plant/Hobby PNt/GYP PNT/GYP ALLOWED M U - --- 11 � Bather/Common Toilet Activity Kitchen Chart Rm Salon 6 WD BASE r1 MC/Public Work Rooms Activity Bookshelves Cafe A B C D + -' Main Work Room1 11 SLOPED CLG SLOPED CLG o (not white) STAINED UID TRIM - TYP e PRIVATE DINING PRIVATE DINING tt� o CABINET ABBREVIATIONS CABINETRY NOTES 9 _ d Ell SCALE : 1/4" = 1-0" Q -30 GAB WIDTH IN INCHES I. REFER TO CABINET FINISH SCHEDULE FOR PNT/GYP O IR j B BASE CABINET (34"h TYP) ROOM BY ROOM CABINET FINISH. UNIT CABINETS EEE 00 ~' 530w BASE CABINET,WORK HT (3611h) ARE STAINED WOOD CONSTRUCTION W/ ADJ. 71 8300 BASE CABINET,OFFICE (30"h) SHLVS. OTHER MISC "BUILT-IN"S, WHERE SHOWN, 1z z 530x BASE CABINET,NO DRAWERS ARE PAINTED MDF '� PNT/GYP +' N 0W36 DRAWER BASE U13 32 5 36 F" F FILLER� 2. ALL UPPER GABS. 12"d w/ (2)ADJ. SHELVES" 12" S/5 SPLASH SIM vo F18 FILE BASE UNLESS NOTED OTHERWISE " ^- ` a- PEP FINISHED END PANEL 6/5 APRON - `" FW30 FULL-HT WALL CABINET, SHLVS 3. ALL BASE CABINETS 24"d UNLESS NOTED e y 1 \.1 I x � 24"D 55 CNTR DISP30 DISPLAY CAB'T,DOORS/SHLVS OTHERWISEw/4" SPL SP REL a KS KNEE SPACE ff -- `000 R533 REFRIGERATOR SPACE 4. ALL CNTRTOPS ARE 25"d P.LAM w/ 4" SPLASH 55 o o a � 4 UREF UNDERCAB'T REFRIG RADIUS EXTERNAL CRNRS, POST-FORM, - H _W 51w, REFRIG -7f ice, aJ o oSB SUPPORT BRACKET RADIUS EDGE, UNLESS NOTED OTHERWISE 0 SINK e 5830 SINK BASE `" OPEN "' It- S530-ADA SINK BASE - ACCESSIBLE KNEE SP 5. PROVIDE ACCESSIBLE AND ADAPTABLE 5530-ADP SINK BASE - ADAPTABLE CABINETS WHERE SHOWN. REFER TO A9 SHEETS ADA-KNEE SPACE REFG31 55-$30 RANGE 65-818 SHEET TITLE: SH CABINET w/OPEN ADJ SHELVES FOR DIMENSIONS AND CLEARANCES. A COUNTER AND SS,CA51NETS 5Y KITCHEN VENDOR B INTERIOR W WALL CABINET THERMALLY PROTECT EXPOSED PIPING A L WS WORK SURFACE ELEVATIONS 0 0 6. ALL CLOSET SHELVING IS 16"d VENTILATED WIRE CD 0 SHELVING U.N.O. M C SERVING DRA"BY: 1 In 1%00 SHEET: �1 SCALE : 1/4" 1-0" JTSKI PROJECT#: o 1403 A5 .2 C o DATE: 7.11.14 ru0 M � M VANITY LIGHT o M 77PNt/GYP N �M 18 VERT PNT/GYP PNT/GYP PNT/GYP o O W30 W30 W30 0 o O WS48 o ALF CHART \ _ _ __. ._ PNT/GYP , 30"HORIZ SIDE + �n F'NT/GYP SOAP PNT/GYP PNT/GYP DISP. 42"HORIZ REAR = SIZE F1 D SHL S . y PT E --- --�- - o 24x36 RJ GRAB BARS �, OR 3 / -R - - - -- DI - OPEN TO _.,. Tv PNT/GYP �„ COL C SOAP OL C 45 V I `I I " t �' 24x36 = BINDE 13"d R - FAX(BY OWNER) :'` PNT/GYP MIRROR LIVING ROOM - 21-011 0 MIRROR - 3"/3 RINCs . _ <A it �, _ r ® 5A;HER , N `A 1t:DE 13"d.0 R _r C -�_-- IT � - - 0 0 = - - - - _Ln Y BATHER `t - _ - U (DOUNIT �r 61 61 - --- - --- --- � _.t PAPER TOWEL � 1 -1 11� o , IS (LOCATE ` �" PER PLAN) 04 APAPER TOWEL KS F24 KS FIS KS FIS w w w WRAP TILE TO DISP.(LOCATE B C D A 3DWR (NURSE) B ALL GAB T w/LOCKS PER PLAN) EXC SINK BASE A F.O.GNTR B y ACCESSIBLE TILE MEETING CLEARANCES AND REQ'TS SHOWN ON SHEET A9.1 BATHER ALF CHART RM (MC CHART - SEE 14/A5.4) ALF MED. RM MC ACTIVITIES �SCASCSCALE : 1/4 - 1-0 SCALE : 1/4 - 1-0 SCALE LE (MC MED - SEE 15/A5.4) SCALE : 1/4" 1-0" C o� . . ...... . ....... rX4...W1� 7R1M _. _.... __..... ... .. rRIM X PNT/GYP PNT/GYP PNT/GYP PNT/GYP SLOPED CLG SLOPED CLG SLOPED CLG SLOPED CLG j i ! PNT/GYP I OPEN TO MG PNT/GYP PNT/GYP BEYOND OPEN TO OPEN TO MC 0B i \ OPEN t0 CORRIDOR SERVING ACTIVITIES 8 45 ',\ � BEYOND , 1 , E SPANDREL SPANDREL 8 ff 0 _ QUARTZ COUNT R PNT/GYP 0 QUARTZ COUNTER = in i Iin \ E �1 0 e WALL PANEL (INT.) , E WALL PANEL l INTJ N __ 530 530 530 530 530 5530 Q B C D 70MC DINING SCALE : 1/4" = 1-0" OPEN , I 3 1 30%CNTR POST PERMANENT NO GREASE � SIGNAGE AS SHOWN COOKING ao ALLOWED 53018d 53018d 53018d 53018d C2OPEN SHLVS GYP FURR DN _ , qr.m W24' W24' W36 W3015 W30 W36 W18 ..........__._........_ _ -\. \ '`\ \ r= = =fi== = � CURVED SOFFIT _ ___ PT DISP =- --; I I - - - ` OPEN \\ _ _ OPEN PNT/GYP OPEN OPEN 24"d x 3 1/8" THK GLB CNTR �„ - --' HOOP -- '�-- - - �p CURVED COUNTER TOP )} F __._:_:_:_._:: fl (} FULL LENGTH OF WALL w/ ISHEL I , .................. CLEAR SEALER- SEAL SINK _ = 13 CURVED WALL ______._-_-_._._.__._.__---------__. _ __ / 24"d x 31ke"GL5 CNTR CUT-OUT cA _ f` LIGHTI 0 8 GRILLE- 24"0 w/CLEAR SEALER PNT/GYP — f cA 24"D CNTR w/4" SPL N 30"w CNTR 0 0 �� 1 ��. 0 0 i Imo, I r _ti FIN PNL REFRI I I - I / I I 0 e ,1 �'� `., f 0 REVISIONS: 24 d x 3 1/8 PNT/GYP - v �- -�' -- ,- - - - --� _ rn GLB LEGS \ N �•, N " II I / I r r, N L r r QADDM 1 9-22-14 524' 12'-0" 524, 5536 536 RANGE 530 5636-ADA 518 REFG32 FIS $530 530 530 50OKSHLVS-32 500KSWLVO-32 50OKSHLvS-32 F F F F F F A ROLLING '"GLADIATOR" STYLE B ADJUSGL5 LEGGHT OF CA5INETS A 18"d CNTR w/12" COUNTERCAP ACCESSIBLE SINK ACTIVITIES DIR DESK B C D E MELANINE CONSTRUCTION � (5)50OKSHLVS-36W ON LOW WALL DIMS PER 24/AO.4 24"D PLAM CNTR CABINETS OR EQUAL - OP.C.I. FOR THICKNESS OF CNTRTOP BEHIND DBL DOORS ADJ.SHELVES - WHITE GARDEN / WORKSHOP ACTIVITY KITCHEN SCALE : 1/4" = 1-0" JAMES CLAR ON GYP FURR ON GYP PURR ON GYP FURR ON SALEM, OREGON EXP. 6/30/2016 106" (16:9) . THEATER SCREENSF© OF m PNT/GYP " ` =NT SPEAKER/SCON E 3 I i ?; AKEWSCONCE � � I '� 0 ��� �' i :� � � ❑ PNT/G1'P � PROJECT TITLE: Q ❑ I. If . �p PE 0 `� SPE VNES PNT/GYP N If 1 1 V ` O rl LOCATE SPEAKERS IN FURROUT SEPARATED A B C FROM CONTINUOUS SOUNDWALL BEHIND - D TYP ALL SPEAKERS L7 LIST OF CABINET FINISHES BY ROOM b THEATER (not all rooms have cabinets in this project- refer plan and interior elevations) O SCALE : 1/4" = 1-0" Door style Chetco-Beech Chetco- Beech Shasta-White Plastic laminate F- Finish verify verify White thermofoil VERIFY- HPL pattern U Pull M9661EOA M955OBNI M9555OBNI VERIFY Reception All Living Units All common laundry Salad Bar + Q� 0 o Parlor MC Living Rm Staff Wait Stations rh o � Hospitality (Serving) MC Activity Offices in ALF MC Serving(uppers) F--� — — — — — — — — — — MC Shower Craft Room Med Rm Plant/Hobby (� Q FURR ON FURR ON PURR DN FURR ON FURR ON Activity Kitchen Bather/Common Toilet A • Chart Rm Salon MC/Public Work Rooms Activity Bookshelves Cafe - Q r�i ti I a' �. t I I Ij iI Main Work Room _ v� '� RACKET I CE p ,;� �� �� I (not white) � Q �. I.I 6wxbdj„ N z COLA PNT/GYP '' PNT/GYP COL A COL G OPEN OL C i; - MIRROR FLUTED OPEN a Q OPEN I - I OPEN TRIM CABINET ABBREVIATIONS CABINETRY NOTES 18"d GRANITE CNTRTL _ - �' a ����= __�� I s, �': ��,� �' I ;= �" � � - - - - - - - - - - - - - - - - 0 BASE GABINETCAB WIDTH IN I(34'hSTYP) I ROOM B�ROOM CABINET SCHEDULE CABINETS '-' w � M. ._.mm 3 Q Lri STL BRACE 4 r 1 :r_A 1 -'I 1\� -`�T\, ,I i 1 i" 1 t 1 ,\\ .fi t r ,\\ B30w BASE CABINET, WORK HT (36"h) ARE STAINED WOOD CONSTRUCTION W/ADJ. x E 1"" - : I ` - ... I N PNt/GYP ':~ ,`"' - -- - - - - -- -- -- -- -- -- - -- -- ` N -- B30o BASE CABINET, OFFICE l30"h) SHLVS. OTHER MISC "BUILT-IN"S, WHERE SHOWN, ?; �n oo �;� .. 530x BASE CABINET,NO DRAWERS ARE PAINTED MDF o � i. :" `, F•" `n `Y' _ — — — — � D530 DRAWER BASE — — — — DBL.WINE B30 5530 B30 F 530 530 530 530 530 F .v o 0 A 19 B COOLER C F FILLER 2. ALL UPPER GABS. 12"d w/ (2)ADJ. SHELVES ,N /'"'� FIS FILE BASE UNLESS NOTED OTHERWISE Lri � � 8 PROVIDE LOCKS ON ALL CABINETS PROVIDE LOCKS ON ALL CABINETS FEP FINISHED END PANEL o HOSPITALITY RU30 FULL-HT WALL CABINET, SHLVS 3. ALL BASE CABINETS 24"d UNLESS NOTED SHEET TITLE: L Q U KS P30 KNEE SPACER T, DISPLAY DOORS/SHLVS OTHERWISE INTERIOR rn a\ SCALE . 1/4 1-0' R533 REFRIGERATOR SPACE 4. ALL CNTRTOPS ARE 25"d P.LAM w/4" SPLASH ELEVATIONS rn N N UREF UNDERCAB'T REFRIG RADIUS EXTERNAL CRNR.S, POST-FORM, ~ o o SB SUPPORT BRACKET RADIUS EDGE,UNLESS NOTED OTHERWISE 5530 SINK BASE DRAWN BY: SHEET: S530-ADA SINK BASE - ACCESSIBLE KNEE SP 5. PROVIDE ACCESSIBLE AND ADAPTABLE JTSKI � ra 6530-ADP SINK BASE - ADAPTABLE CABINETS WHERE SHOWN. REFER TO A9 SHEETS a ¢ Q SH CABINET w/ OPEN ADJ SHELVES FOR DIMENSIONS AND CLEARANCES. PROJECT u: A5 . W WALL CABINET THERMALLY PROTECT EXPOSED PIPING 1403 0) WS WORK SURFACE 6. ALL CLOSET SHELVING IS 16"d VENTILATED WIRE DATE: a a SHELVING UN.O. 7.11.14 0 M I� p IC 00M 00 >~ O M PNT/GYP VANITY LIGHT VANITY LIGHT a� ` (4)ADJ NI-min SHLVS (4) o (4)WIRE SHLVS ON H.D. P .BRACKETS (4)ADJ SHELVING PNT/GYNRST/�� T/GYP 4 ai � LENGTH rER PLAN SOAP DISP SOAP DISP PLAM TLT PLAM TLT M C/� A•a w Q k PN7/GYP 24x36 FINISHES PER PARTITION PARTITION _ 24x36 D ELEY A MIRROR a 2'-0" MIRROR ( o FRP(ALL - _ 0 r VANITY CNTR � ON STL ANGLE WITHIN 4') `n = PLAM = FRAME w/PLAM PLAM-TYP _ PLAM-Tl P CIA MOP SINK PL APRON - TYP y � _ Cq ALL COMMON va TI CO BATHROOMS •� A B INSUL PIPES INSUL PIPES PAPER TOWEL A B KNEE SP PER A0.4 PAPER TOWEL A B WOMEN MEN WOMEN MEN DISP.(OFCI - LOCATE KNEE SP PER A0.4 DISP.BY OWNER C D 0 PER PLAN) (LOCATE PER PLAN) TYP JANITOR/STOR �ci YP TOILET RM OUT S : 1/4° = 1 scALE : I/4" = 1 EXACT FIXTURE LAYOut MAY VARY - SEE PLAN SCALE : 1/4" = 1-0" REFER A9 SHEETS FOR ALL FIXTURE/EQUIP CLEARANCES AND ACCESSIBLE DESIGN DIMENSIONS O r-P*k MELAMINE SHLVING I"thk MELAMINE SHLVING PNT/GYP W30 PNT/GYP W36 W36 PNT/GYP W36 / ON HD BRACKETS ON HD BRACKETS TV FNT/GYP FNT/GYP PNT/GYP N SOAP < - \ ` PT DISP. CNTR -- 4'L CNTR w/ �- 4'L CNTR ;i `J•L'" w/3"APRONS I,"' 3"APRON 11 I, - w/3"APRON l l 4'L CNTR w/ 3'L CNTR w �'L CNTR w/ 3'L CNTR w/ 4'L CNTR w/ FRP WAINSCOAT(ALL WALLS) - I' 3"APRON • 3"APRON 3"APRON 3"APRON 3"APRON W W W D D D W W D D W W zw W 61 8 8 8 8 0 v 1. U 11 MIT PED STALS DESTAL SB -C.a SB S5 cr $5 PED TALS c� C" `V DESTA DEST N N N PEDEST DEST A INSUL PIPES P B C INSUL PIPES P A SINKFLUSH, SINK RIM s rEUE`P WASH FEP FEP FEF FEP B FEF FEP FEP FEP EQ 3'-0" 3'-01, EQ EQ 3' 3'-0" 3' 3' 11 EQ :ILL (1ST FLR) (2ND AND 3RD FLR) A B ILF COMMUNITY LAUNDRIES SOILED LINEN 70CLEAN LINEN 5 SCALE : 1/4" = 1-0" SCALE : 1/4" = 1-0" SCALE : 1/4" = 1-0" REF PLAN FOR EXACT SHELVING LAYOUT WINDOW WINDOW (12)METAL POCKET POCKET LOCKERS'AS W3 M 0 SF'EC'D TV B CKET W30 W30 G6 FIXTURE G6 FIXTURE I. _ _..... _...... __ _ GYP/PNT - -- N 3611>0611 36"X36" v I` (3)42' q UNFRAMED MIRRORS ! UNFRAMED -- ! ! `" - UNFRAMED - � 1 _ ! GYP/PNT MIRROR I J I.^ IRRORf 12"d PLAM CNTR FLUE tt I I I I I I 1NK = 0 11 _ lld - I 12 L BALLET BAR _ _ F ` L L10 L REFRIG I F fi - �' _ ' KNEE — x 1 r y � _I i l� i_' .�^-i.g` � � .' •� �rl � � �Y1� �^L,... .._Ja O 11 HA 4/ L LOCKER PLATFORM: GYP SPACE GYP/PNT ��:_ � O gj� I � r ' BD ON 2x FRAMING � �.., , ... cn FEP S532-ADA 530 FEFG32 524 524 LL t7H�14 ACCESSIBLE SINK A 18"d x 84"h 530w 530w 18"SX124 �h THE SUP LY PROTECT INE DIMS PER AO.4 (I FIXED/4 ADJ) B C (I FIXED/4 ADJ) SUPPLY E TE LINE STAFF RM — ALF FITNESS RM SALON 10 --GALE : 1/4" = 1-011 GYP ARCHED GYP ARCHED FURRDN FURRDIN i _- 3'-0" 3'-511 REVISIONS: 4" CROWN-MLD =� - SLOPED C SLOP ILINCx —------ SLOP ILINCx S/S CABINETS AND COUNTERTOPS PNT/GYP T/GY PNT/GYP PNT/GYP w/S/S BASE AT PANEL BOTTOMS PLAN A SODA GRANITE COUNTER -�AQ14 NEq7-7 w/CAB'T FRONT F- OPEN TO PLAM COUNTERTOP t FOR RECYCLE I .0 PARLOR SHE I WETS w/MARINE Cn rn F rn � DISP GOp� L lK ICE GRADE PLYWD AND 4" Q M • z BASKET BELOW I I ' z z REF JUICE ! __ SPLSH WALL 30" PL/,`M CNTR w/SPL MACHINE s Cq COLD PAN,PER I KITCHEN EQ r ' M � ff0f-EL?N' 3'-511 2)4cat2-15 (3)4cat8-19 (3)4cat2-15 PNL SNEEZE SOUP ._„ POT PNT/GYP PNT/GYP PNT/GYP 2'-6° DISH RACK CABINET 4'-2� A 132 TENANT BOXES B C D w/BRACKETS(BY 5 PARCEL BOXES CONTR)VERIFY SIZE MAIL (3)4cat8-19 FOR 19 1/1 SQ GLASS PLATE B36x B36x B3 ox 536x PLATE 2'-6" 4" SHELF 30"d CA6 T-- SHELF JAMES CLAR ON l5)4cat2-15 WAIT STATION �(�F20�"w „ , 11 SCALE : 1/4" = 1-0" 12 _ - 1 B FLOOD FRONT ELEV C SECTION SCALE : 1/4 - I 0 VERIFY ALL EQUIP DIMS w/VENDORS SALAD BAR SALEM, OREGON 1� SCALE : I/4" = 1-0" VERIFY ALL EQUIP DIMS w/VENDORS � EXP.6/30/2016 OF p� PROJECT TITLE: vi LIST OF CABINET FINISHES BY ROOM N b FNT/GYP W30 W30 FNT/GYP W8 3 18 (not all rooms have cabinets in this project- refer plan and interior elevations) (l)WS48 MG CHART (I)W812 g MG CHART PNT/ Door style Chetco-Beech Chetco- Beech Shasta-White Plastic laminate - - - ., GYP SOAP - _ SOAP r; SIZE FI) ED SH S FO \ SIZE F11 ED SH S FOR n _- _ t P7 --w- t PT Finish verify verify White thermofoil VERIFY- HPL pattern L 45 3 /3-R B DRS 45 �;, 3 /3-R Cx B D 1 I I I,,.' DISP. ' I `V `" Y. DISP. Pull M9661EOA M95SOBNI M955SOBNI VERIFY 13"d CL 13"d CL N ao ( Y OWNER) cA = 1 -T r SINK Reception All Living Units All common laundry Salad Bar - -. �... Parl r MC Living Staff... .. ... Wait Stations _ _ R n Hospitalitytivitym Offices in ALF MCI Serving(uppers) MC Ac KNEE bA N cn SPACE MC Shower e Craft Room Med Rm Plant/Hobby ASE Bather/Common Toilet Activity Kitchen Chart Rm Salon U o FIS 536w FIS KS F B36w w FEP 524w 524w F BIS UNDER 524 5532-ADA MC/Public Work Rooms Activity Bookshelves Cafe A 3DWR 3DWR (NURSE) B A C SINKALL SASE LOCKS B COUNTER ACCESS15LE SINK �t �" REFER Main Work Room N DIMS PER A9.1 + °� (not white) MC CHART RM M C MED. R M STAFF ROOM — M C C,4BINE7 A55REVIA710N5 C,4}31NEtR1' NOTES U 14 SCALE : 1/4" = 1-0" cr o -30 GAB WIDTH IN INCHES I. REFER TO CABINET FINISH SCHEDULE FOR Cd B BASE CABINET (34"h TYP) ROOM BY ROOM CABINET FINISH. UNIT CABINETS C) Q 530w BASE CABINET,WORK HT (36"h) ARE STAINED WOOD CONSTRUCTION W/ ADJ. O 6300 BASE CABINET,OFFICE (30"h) SHLVS. OTHER MISC "BUILT-IN"S, WHERE SHOWN, 530x BASE CABINET,NO DRAWERS ARE PAINTED MDF Q D530 DRAWER BASE N 0 Q PNT/GYP PNT/GYP PNT/GYP PNT/GYP PNT/GYP L F FILLER 2. ALL UPPER GABS. 12"d w/ (2) ADJ. SHELVES N �,y R4� Y FIB FILE BASE UNLESS NOTED OTHERWISE OWM U 2'6"L CNTR w/ 3'0"L CNTR w/ ...`" , y �� FEP FINISHED END PANEL O �'�'�c�W FM RAM �- Wt AS�' FW30 FULL-HT WALL CABINET, SHLVS 3. ALL BASE CABINETS 24"d UNLESS NOTED = � a aLiri , 3 APRON 3 APRON 2'-6"L CNT 4'L CNTR w/ 4'L CNTR w/ 4'L CNTR w/ DISP30 DISPLAY CAB'T,DOORS/SHLVS OTHERWISE w W/3"A 3"APRON 3"APRON 3"APRON �; ' KS KNEE SPACE V 101 101 101 191 lei I x W D W W D D W W W D D D — ' a ` _ RS33 REFRIGERATOR SPACE 4. ALL CNTRTOPS ARE 25"d P.LAM w/ 4" SPLASH UREF UNDERCABT REFRIG RADIUS EXTERNAL CRNRS, POST-FORM, F-� o > N 0 0 0 0 0 SB SUPPORT BRACKET RADIUS EDGE, UNLESS NOTED OTHERWISE O o a� a; -' v4�w.Ex an 5630 SINK BASE t okn gB SB PEDESTA DESTAL S5 S5 "' "' PEDE TAILS PEp TALS S5 SB "' avB gB DESTAL DESTAL SB SB N 5530-ADA SINK BASE - ACCESSIBLE KNEE SP 5• PROVIDE ACCESSIBLE AND ADAPTABLE Ui P 5530-ADP SINK BASE - ADAPTABLE CABINETS WHERE SHOWN.REFER t0 A9 SHEETS E N N A B A INSUL PIPES B INSUL PIPES SH CABINET w/OPEN ADJ SHELVES FOR DIMENSIONS AND CLEARANCES. SHEET TITLE: (1ST FLR) (2ND AND 3RD FLR) W WALL CABINET THERMALLY PROTECT EXPOSED PIPING INTERIOR WS WORK SURFACE It ItM C LAUNDRY ALF COMMUNITY LAUNDRIES ARCHED FURRDOWN 6. ALL CLOSET SHELVING IS "d VENTILATED WIRE ELEVATIONS rn '� '� SHELVING U.N.O. ~ 0 0 '�' `�' 17 --GALE 1/4" 1-0" 108 SCALE I/4" 1-0" E SCALE: 3/4' - 1'-011 rwinw nuew ewes n vPEav wa�+rr/=ALeen�vALT a.o DRAWN BY: SHEET: 14 J rSKI Ln Gl A) ? PROJECT M O Q C� 1403 A5 .4 Cn 7.11.14 H a a D TE: RCP PLAN NOTES: I. CENTER CEILING GRID IN SPACE WITH NO BORDER TILES LESS THAN 6%,UN O. 2. CENTER ALL LIGHT FIXTURES IN SPACE AT THE SPACING 2x WD FRAMING INDICATED, U.N.O. F- Esim � �, � r� 3. MAINTAIN CONTINUOUS FIRE-RESISITIVE MEMBRANE OF `� RATED FLR/CLG OR ROOF/CLG ASSEMBLY (CEILING MEMBRANE CONTINUOUS) R b o M 0000 RATED HORIZONTAL ASSEMBLIES ABOVE ALL FURR-DOWNS p �- r- ,� oan M 4. REFER TO DETAIL ON LIFE SAFETY PLANS FOR CONSTFuCTION " 5 TL FURRING CH ._ _.. . -�.._ p >~ 0 o OF GYP.BD. ENCLOSURE AROUND LIGHT FIXTURES WITHIN THE W p '" �`' '"� �' (K o '" �n o TYP AT DECKS A 16"oc-TYP 0 -1 0- m MTL FURRING C z GQ IHR RATED FLOOR/CEILING/ROOF ASSEMBLY. W N . RECESSED FIXTURE WHERE SHOWN ON PLAN Q- 16"oc-tYP U I - _ --- _ REC SSED FIXTU m W Lu �, a w - . - _ �, PARTITION (L m W C CEILING TY E 0 PER IP TYPE WHERE ON LAN a] 3 --4_.444 • .. FLOOR/CEILING OR ROOF/CEILING TYPE PER PLAN = p 0- I C 3 , • • I /J I I °» __._... ...._...._...... ..,,_, CC) _ DECK SOFFIT EXPOSED H T FRAMING D _ • .. (L � �� i. - ,• PER PLAN DIM (2'-0" TYP IF NOT NOTED) _ ? PER PLAN DIM PER PLAN DIM (2'-0" TYP IF NOT NOTED) olo • __— . • - a► 6 3/4" TYP 6 3/4" TYP a, (2'-0" TYP IF NOT NOTED) Q FINISHED GYP. BD. CEILING r OR PER PLAN OR PER PLAN ,� �~ . 4444-- • • I � • "• .. . - '- - A B D E (_6e •! �` . - I ' ' ` ' + + ' + + + GYP FURR DN OR SOFFIT �'-9"aff TYP UNA. M . I tYP UNITS + + + + + + + + + + � + , , + , , + + + + MAINTAIN I HR FIRE RESISTANT FLOOR/ • . Q b .. : + + + + + + + + + + ROOF/CEILING ASSEMBLY ABOVE SUSP.CLC. _ I •. -4444-_ I i ...........:..�., + + + + + + + + + + ° . 04 - -- G FURR 4444 • Off• _ •.-� � SUSPENDED LAY-IN CEILING 2x4 TI . I I • ' •�� FT__ !. S�S �NDED LALEtax SCA 1 I/2" - I'-0" i g + L.E. - M:/DRAFTIW_%/PRO CT8/14=ALBANY/PEFd11TA:eTAIL8/GEILIhKs FURR ON • , ' • -- _ I a p - _ . ; 1 'I TILE: EQ TO ARMSTRONG SECOND LOOK II �O •II SUSP NDED VINYL LAY IN CEILING 2x4 i .- .- ! --------Stt31� - - Q°• •! 1 •¢ v v v v TILE S'-0" AFF. U.N.O. (SEE SECTIONS) • -- © I I , ' i ._ ? V' 1 RATED FLR/CLG OR ROOF/CLG ASSEMBLY (CEILING MEMBRANE CONTINUOUS) • - --;t-- -- } I �� ��. I i It T 1 HR FLR/CLG I 4 EXTERIOR SOFFI • CEMENT (' ' , ; PNL SOFFIT BD OR SOFFIT _._ _ I T-1-11 GROOVES At — — — -+;++-+, j : r ++++�+++ + + + + ++++ Y g o CORRIDOR MTL FURRING • ' ; + + + + + + + + 3 I ' -®� 0co - - CEILING TY E �++ ' • • I --44__11' i .a.�. -'---_._. + + + + 4�+ + + 1HRFB HR FIRE BARRIER --- L_ + + + + + + + + + _ NE- i ___ ---4444—v ._.__�._�-- + + + + + + + + + + a u PER PLA _._ 4444-•4444'-v-44.4.4 ____ -- • ---'' + + + + Z, `! + + + + +++++++++++++ __._ _._._! I HR FLR/CLG I a • ++++++++ +r+ + + + 2HR FB At UNITS TYP CORRIDOR • TED U.6WO-HR FIRE BARRIER _ T t 1ROUND _ -� - +-, ERIMETER RR-DN = • ( i c HR FW (2X10 TYP) • I i j WO HR FIRE WALL o -- III 1� II ; .�' - - - - - — — -L-- — - 1 — — I!_0�� -_-_ d ; 4444-- -- --- - . T � W I Y t c m (OR PER PLAN DIM) _ I 3 SB SB SMOKE BARRIER DUCT AND - uLu AMPER •, ®- I rr !x I ` =--- I I.......�r _" OC p R MECH N 4444 4444 - . .......::......... . : .... _ SMOKE PARTITION - - yam- SP SP 1 (L cla - — — - v� �- DROPPED PLATE _----- . . _... 4444-- L - - _ 1466 - - ... ° ° I fL LL `� ER STRUCt TL ANGLE _ _ti0.... C ., o •. • . f I � � _ - ROOF/FLOOR/CEILING TYPES 3 --- 1 A 1 I (-3b•. � � `1111' 4 , I . ' •, t- J. ...�44'11 -� PER PLAN _.._�` (• • • — 1(j1 `1 • : 108 _� 3 E 6, NOTE: REFER TO OTHER RCP SHEETS FOR COMPLETE ASSEMBLY DISCRIPTIONS �I FIXTURE KEY TYP cow CEILING HT f 1 1 HR ROOF/CLG RECESSED : 7)nU �1 � ®® HVAC GRILLES Io + AT MECH ROOMS CAN LIGHT CORRIDOR CLGS CROSS CORRIDOR FURR DNS . I• • m RECESSED 1111- TRACK w/ LY SPOTS 4 SCALE= 1 1/2" = 1'-0" SCALE= 1 1/2 11 = I'-m" 1 H R FLR/CLG W/ R C CHANNEL ® FLUORESCENt M:/DRAFTING/PROJEGT6A4= ALBANYR'ERMIT/DETAILS/MLMG CORR- TYP M+/DRAFTMVPROJEGTS/1402!ALEWMPERMIT/DETAILS/cEILM ILF Gow FURR ON I_. 2 (TYP FOR FLR JOISTS w/ 3 1/2• CHORD) SURFACE E DECOR CHANDELIER 23 FLUORESCENT ' = STRIP FLUORESCENT ® ® DECOR PENDANT 3 1 HR FLR/CLG w/2 L Y R S G Y P (TYP FOR 2x CORRIDOR FLR JOISTS ® EXIT LIGHT o SURFACE-MNT CEILING OR w/ I-JOISTS LESS THAN 3 1/21CHORD) NOT ALL FIXTURES ARE SHOWN.FIXTURES SHOWN AND \ IDENTIFIED IN SPECIFIC AREAS FOR ARE FOR LOCATION 4 NOT USED PURPOSES AND CEILING DESIGN ONLY REFER LIGHTING \ X SCHEDULE FOR ACTUAL FIXTURE TYPES AND QUANTITIES FIRST FLOOR RCP _ + + , rt + + + + + + � + •� 5 EXT OR DECKS AND SOFFITS BUILDING •A" - WEST O ' ,� s + A6.18 SCALE : I/8" 1'-0" ��..�...1 1�'�✓� +*;++*++++ +++}���� �' `�; � # 2 H FLR/CLG 1 b + + , _- - - ---- - . . --4444-- + + + + 7— q'-+++ +++++4 • •, J-2 --4444--- I-2 - 110, 1 Li 7 �( 14 17 , - (_ 12=1 �'- a_ : ` 6 X.6 1 ' Z v IV/ • " i� •. � '• � ..• d© ria � •' � REVISIONS: - 4444 -- Y - �————— i � • , , • U -- -- ; - . ' •117 \ •' • I_._._._._._._._._._J \ • ---4'44'4 ' < - --- - - � q \\ .- •. • I CI, . . .. iJAMES LAR ON A.. ����- Ili .�.. •3 ^". �## }}}} #''}}}}}}### • 105 _ •I-'fel •IE3 WEI ________ • t I \ }#}}'}# ###}##` } •� • ' , 103 ° -em I-So I \ - J CSR #}}}#`;}} # �' '- \` ` SALEM, OREGON • - -I -m• } f e, �h �� 6/30/2016 • I Ila � L , ' , I ...... 113 • I I I ' '' I � � 115 I •, / 041 • 1 •_ =mow - - 4444----�—i'r rT / _I y �� \ Ol' I ti I ° ° I I. y \ ''� \\ ° PROJECT TITLE: _. - \ `� % I I ��' _._.__.__._.._._.......__ _-- -'---•- -- --- 4444-- - � � ��'� "- • Q7� 1 4444 — -4444-- I °� ., _____ � I -- -I --_44.44- � — CIA �� • I I I + + + + + + + + + + + + + + + i ® I b _ _ _1_ U ` • I �i I \1 � II ,�._W 4444} \ \• i Ikk • ......... _. { -T-� + + + O ++++++++K+ + + + + + + + + + + + + + + + + + + + + + + + + + + + 3 3A + + + + + + \ 118 •'' �� + + + + + + + + + + + + + + + + + + + + + + + EG + + + + + + \ 3 + + + + + + + + + + + + + + + + + + + + + + + + + .- + + + + + - + + + + + + + + 3 + + + + + + +#. . . . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3t 4E W __ _. + + + + + + + + + + + + + + + + . + +I + + + + + + + + + + + + '+++++++ + + + ' : ++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + y + + + + + 23 133 + + + + + + + + + a + + + + + + + + + 10 + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + w on = ; •!I I -YI I + + + + + + + + 63a L•I o .1II °I© .. I - +++++++++++++++++ + + + + + + + I I ( ,�\ 1-4a U I I— oo o \ + n• I 116 —'� 0 TV E) ; 1 I + + + + + + I ♦ I I I ami N F--1 I c Cc,�,°.. I i i _�;•' _ I : i E �I 4444 ` 1 5 TYP AT DECKS + AN tlA o TYP m UNIT —__ ' ' __.112 . • �� 104 ` i-4a • • , . _...... _ LAUNDRY/ � i .I 2-lb Fq • . . I A I _ o 106 �- -- 0 N ti I1} VEST I j 1 4ljb �" z U z0 P4 • II , t Q _.._._. _..._....._.__._ ... ...._..4444--..._...__......_........_....:.. .. ... - - I I i a --- - - - ° _—-�_- I I _--- - 0O �ic • . N O o V1 M c/1 %6 .iEo _-__- - - - - ..~�.�..�___�_ -- - - W SHEET TITLE: � I I ! FIRST FLOOR RCP FIRST FLOOR RCP I BUILDING A EAST BUILDING "All M 'r.l o A6.la SCALE : 1/8" = P-0" � w� DRAWN BY: SHEET: SDE/JTSKI 1) > PROJECT A: d O 1403 z A6. Ia a KEY PLAN DATE: 7.11.14 0 \� rl- I - --' .-1 M 44 � 171- I ,tut, 'if i C/� O" 1�+ M 1 HR FLR/CLG � \ e€ '� s~ M o AT o �W) to I >-'" CORRIDOR ;1` o O o 0 O Y I V ROOF/FLOOR/CEILING TYPES �9Esim2x WD FRAMING t- � RATED FLR/CLG OR ROOF/GLG ASSEMBLY (CEILING MEMBRANE CONTINUOUS) I E 11) .. r. ps 11 I1 HR FLR/CLG � � 0 � �:) t3 W �' AT UNITS 1 1 HR ROOF/CLC TL FURRING CH g rz ;, M a w 's 16"oc-TYP m o �� = U-1 MTL FURRING C N ___.__.__-_____.-'---'__-'-- ONE (1) LAYER 5/8" TYPE 'C' GYPSUM BOARD APPLIED TORECESSED FIXTURE ------------------------------ 10 0- g 16"oc-tYP 0 _ r \ RESILIENT CHANNELS TO BOTTOM OF PRE-MANUFACTURED WHERE SHOWN ON PLAN = ua -1� -�=�_, irl WOOD ROOF TRUSSES m 24" O.C. (GA FILE RC 2606)or _ C REG SSED FIXTU m m� ~- -------- ----- -- --- - ill APPROVED ALTERNATE FROM TRUSS MANUFACT. B N G>=ICING TYPE P RTITION CEILING TY E WHE SH ON LAN � m CEILING TY E tk z DUCT AND �_i z� � GA FILE NO.RC 2606 PER PL PER PLAN C 0 >- PER PLAN Q 0 O PER MEPHR bo Eck_ -s Approx.Ceiling Weight: 3 pafL ; == Fire Teat: UL RI4196 (R693�, R10583) _ _ "-� _ p� •va 04NK25585, 1-15-05, 4 = iF_��i�i�i�iM � DROPPED PLATE % IZ UL Design P545 TYP CORRIDOR T.OAUALL PER StRLIGt TL 0 - = s ANGLE I 0 ------- -- -- - ' : .� � . s_. � SUSPENDED CEILING: WHERE � � A- � 7 � SHOWN ON PLAN PER PLAN DIM (2'-0" TYP IF NOT NOTED) a z PER PLAN DIM PER PLAN DIM (2'-0" TYP IF NOT NOTED) -- e 5 a, 6 3/4" TYP 6 3/4" TYP l2'-0" TYP IF NOt NOTED) 1 _01104 = one la er ie ro rietar sum wallboard or sum veneer base applied r OR PER PLAN OR PER PLAN r- m �M y p p y gyp gyp pp a (OR PER PLAN DIM) _ n494 - et right angles to resilient furring channels 12" oc. with Itis" Type S drywall r - = O screws 8 oc.G sum board end oints attached with screws 8 oc to additionalA B C D E 0 •� pieces of channel 60" long located 3" back on either side of and Joint. � c>J Fill - 1 : Resilient channels applied at right angles to bottom chord of pitched wood t I trusses 24" oz. with 114 type S or W screws.Glass fiber or mineral fiber batt or CEILING FURR DNS ' AT MECH ROOMS �6 loose fill insulation applied dlrectly over gypsum board. Trusses supporting CORRIDOR CLGS 15/32" plywood or OSB roof sheathing applied at right angles to trusses with 6d ring shank nails 12" oz. Optional ceiling damper (refer to manufacturer for 3 SCALE: 1 1/2" = 1'-0" MaDRAFTINCs/PROJECTS/1402 ALBANY/PERMIT/DETAILS/CEILING PURR DN 4 SCALE: 1 1/2" = 1'-0" 4-< information on the type of damper). M:/pRat-•1 INGiPROJEctB/1402 ALBANYiPEfdNIT/DETAILs/CEILMG CORK-TYP PROPRIETARY GYPSUM BOARD • , ii� �E ' , I 1I Z American Gypsum Company - Isis" FireBloc®Type G ' y Temple-Inland Forest Products Corporation - sus" TG-G /__4 • e i ,. 'r r r -r , • t RATED FLR/CLG OR ROOF/GLG ASSEMBLY (CEILING MEMBRANE CONTINUOUS) 7 1 z = _A0 I _ s _ ._ __ 14 15 1 HR FLR/CLG w/ RC CHANNEL ' .(,-, • , RRING ( ) (TYP FOR FLR JOISTS w/ 3 1/2• CHORD) f -110 �� - _ Ref: WiJ-12 One-Hour Fire-Resistive Ceiling Assembly ' ' . . I �'�3 r 1 Floor/Ceiling - 100q. Design Load - 1 HR Rating ; a 1. } a . _ ASTM E 119 / NFPA 251 _ r +I ; _ . . . �F .L -...N- I I I I - _ • . ' iI• I _;-�'-? _ -, --- LL UCT 4ROUIRD TED N_ Fire Teat Warnock Hersey International, Ina• Report No: �__.�_+__.; __�_;_____ Iii WHI-694-0159 June 19, 1984 2HR FW i 2HR Fob' 2HR FW 2HR R' R F rJ r ===q_�- a1+; 2HR Fly 2HR Us '2HR 2HR F t' _ _ DN - - - - ._M_ . _ .-. .- _ - -.x�r .. _ _. ._ _ .. I.. - _ _ - - _ _ m _ _ . -W-101I _ pfl� ERIMETER FURR- STG greater than 50 and I IG greater than 60 I I I I �1 - � , U __-._ --__-._._.__-____._.__._._ -___.______._ _-_ g g --._._._ 1 { I l 2X10 TYP) 1 ::::::u:_:_::::u (ll GYPGRETE TOPPING(FOR I i �``+++;*+#+++++*...e ...:_: T '. SOUND ONLY) OMIT AT (2)FLOOR SHEATHING I t I - - ROLL IN SHOWER F � + + + + + + + ; j= - - 71 -- = I i I I m � ' L-------------- +rte + + + + + �; -_-_____---_---______ . i I 0- E iO-�- + + + + Ili p i I FL \! , i i (: ) , (3)INSULATION 1 ,+ + i• + + �' ,' / +++++ + + +++++ i it t + I.DR I li��, (4)STRUCTURAL i-JOIST /r I STAIR / t 1 1 . (3)SOUND51 1. / ® 03 �_ - + + + + + +• + + I'I ' ✓�� -_-,- I _... - -' n ) + + + + + + + i+ + I Imo' i I t + +•+ + + 4 + i 1 ' 1 I (5)RESILIENT CHANNEL I I _._.__._.____ €__._....__ ___...___._......__...........__..._..._____. ... +®+ +t 'lt �._.1. �..-� I +*++++++++ ++*+*+*+++ + + + +*+++++� i �'�� % 11 b`b C6)GYP.BD.(Finished, FIXTURE KEY i : + t + + I .< t + i1 ' t i II t3 i OP Kl Where no 0W CI 6flouYl +• + + +• + + + + + + + 7 + + + + + + + + + + + + + M/+ ,+ + + • _ + + + + + + + + + + + + + + + + + + (l)SUSP CLG - per PLAN p 9 a + + + I' � + + + + �• II I on plan) + + + + .. + + . - 3 I I �Zr +*}*+*+ i1 'I + + ii . q + + RECESSED + + + J1 + + , _ F I I ' I€+++} I ®® HVAC GRILLES o x + + 6 0 6 -0 6 - CAN LIGHT + . . i_­__­­_,_._ _-.11711 ( 4 + + , �1)0 + + 6 + + 1. Floor topping : 3/4" Gypsum concrete, lightweight or normal . . ._*.++'+++ Y_ 6 *+++ ✓ AL,1 `I INC II 11• ' ,I = � EM RECESSED 54. r J- + + + + 4,6 -® 4 6 (P � PER PLAN concrete topping. TRACK W/ LV SPOTS I I I . + + , + + �9 ® FLUORESCENT W I ,- 2. Floor Sheathing: Minimum 23/32 inch thick tongue-and-groove ' i I++*+* � - -j � 1 ,*.* 6 -, � TYP CORR CEILING Ht _._._._It + + + + + + wood sheathing (Exposure ll. Installed per code requirements SURFACE MT i + + + d ® err DECOR CHANDELIER 4.+++++ ....I ,f + + 1J1 with minimum 8d common nails and rued to Dist to flan ea with FLUORESCENT i I +++++ / }++++ + + - J . -9 9 p 9 _ _ ' + + + + + . AFG-01 construction adhesive. r-•--I ---- a� STRIP FLUORESCENT ® ® DECOR P1=NDANT •} I ? + + + + ra+ +_ + + + + + +,+ + } + + + + + N 3. Insulation: Minimum 1-1/2 inch thick mineral wool insulation baits - l) - i } } - } } } �. R + + + + i + + + + + + CROSS CORRIDOR FURR DNS _--'-_-__ _ - H.8 5 SCALE: 1 1/2 = 1 -0 .. _ + + + + 1 a + u 1 u 25 pcf (nominal), supported by resilient channels. O + + + + + + + + + + + + + + + + + + + + >-, ___ 4. Structural Members: Wood I-Joists spaced a maximum of 24 ® EXIT LIGHT O SURFACE-MHT CEILING !-._�..._._._._...._._.. 'U +++++++ *}*} *+++ D M,/DRAfTIW_*PROJECTS/1402 ALBANY/PERMIT/OETAILs/CEILING ILF CORK RJRR DN inches on center. Minimum I-Joist flange depth: 1-1/2 inches J - - I I - __ * + + + I ' 0 ;" r Minimum I-Joist flange area: 525 inches Minimum I-Joist web NOT ALL FIXTURES ARE SHOWN.FIXTURES SHOWN AND ' cZ ++ ++++ +#++ ass • RCA ' +++t+++ +*++ ++++ -1 thickness: x/16 inch Minimum I- Dist depth: 9-1/4 inches See ASTM i • + + + D C + + + + J p IDENTIFIED IN SPECIFIC AREAS FOR ARE FOR LOCATION -� •.031 ; + + + - , ^10 *}*+ N D 5055-0-1 for qualification requirements. PURPOSES AND CEILING DESIGN ONLY REFER LIGHTING I' I I -.., ++. _ _ _ 3�'; �.•. 5. Resilient Channels: Minimum 0019 inch thick alvanized steel SCHEDULE FOR ACTUAL FIXTURE TYPES AND QUANTITIES {l= -; ,; + + + * + ! +.i E 3 + + . . : ......L"LL............. resilient channels, attached perpendicular to I- Joists using - �,• 11 + * ��++++} } }*}* ____ __ = _ I-5/8 inch long drywall screws. Resilient channels spaced 166 �� 11 d + ++*+ ++++ . ___._.___._}___. I 1 - 3 inches on center and doubled at each wallboard end Joint 1 * * i * * * * I• , extending to the next Joist. .,• t1 6 +I + + _ _ _ 6. Gypsum Wallboard: Minimum 5/8 inch thick type G gypsum :€r P + +-+ % - III T CA + + + + + + + + + + + + + + + + + + + + + + ,,' + + - ( wallboard installed with long dimension perpendicular to resilient -� I- I0• f✓ ' • •'I'' *�+++ *++++ �--�1---�- -== t • + + + + + + + + I + + _ ! r • -- -- S o `'-I< 1 + + L PE channels and fastened to each channel with minimum I inch long ;: I it �. + t+ + .._.,_..r` • • � 3D # + .�� + -►-, ----- -----.-----. T e S dr wall screws. Fasteners spaced 12 inches on center in i1- i _-'• 3'a'' + +�+ ++`+ ' •v '®+ I the field of the wallboard, 8 inches on center at wallboard end t -� •, . w-w 6.1a ++ ,+ ++++ I ++++ ��: m Joints and 3/4 inches from panel edges and ends. End Joints of AN + + _.__.-:-:_._._ wallboard staggered. + + + + + + + + + + + + + + + + tsI : - --'� + ___ ' ' , rv_ i ................... .... ... F_�]] __.___._____..._._....-._ t �._.� + + + + + + + + + + + + + + fi 029 1• + * ,� I 11 . . I..... 1. Finish Ceiling - Per ceiling plan and legend: Suspended + + + + + + + + + + + �' + +I -_=* I •I' 1. • • i E_EC I 't l I, C: acoustical tile or gyp bd . K _ _, _ _ __._.. -- _.____............._...______ ___._____-__T.__ _-_i _ _ _ _ K V. I . i 2 I L53i (: ) r I , i t1. t t { > _. .,_.�__._.,_.___ .,.,_._, ___. -.-_.-_._,_.-�,_,. __.__--.__.-_ _._.__..._m..�..-. .m,..,_, -_.;,_,,.,.__ .__::::::_____._:-,. �,_,.___._. I 1 1� ...- ,I 11 - _ ___.d� 3 i I f> RM i ............ .... ��ry �i i -- I . J • P-� Y - , i i:.x . OSS (:3 1 HR FLR/CLG w/2 LYRS GYP __1_ _ 1 ; � + + + y 1 - i > > , i I ,`a i V V 7{ of' t� E �0 i I i 1. - 1 L + + + + + i I __ (TYP FOR 2x CORRIDOR FLR JOISTS CH � - -° Iq _ . ....... ................. .. ......----L.......... .........._...----............ .._..................._...... __._._.......--_._... ....._............._._...._.. _...-..-._..._..........._ _...__...........__._. .... ...... 1 f._ ..___._._._._.. __._.__._._._._._._. .__.__.__._._._._. _____-._____. ..._.......___._._. _:_:___...._...._....... ._-.-__._-__. _......._..................._ ._._.__._.__._._._ __ :_......_ + ("� , 1 "`. ­­',:"­­­ ­­L... .......­­ - - _. '1­�:­j � ­ ......... OR w/ I-JOISTS LESS THAN 3 1/2 CHORD) I _E I I }*:*+* I _ 6.1 r- - 1�1 I ............. .... ___ . ­­, GA FILE NO.FC 5406 -_ ::--_-:-_ __ __ :�.-_ --_-. _.:..___._ WW = ____­­______._._=-_ + + + +' 5 - 2� { , e li ---------- . OPEN t0 =' > > S > > -: :--- -: + 4 + + # + W. ...I-- ----- + + + I_. . a __ 11 i + + I!Ie (2) LAYERS 5/8 TY X GY SUM OA APPLIED TO ._:: __.....__._...._...... .._......._...._._._._._.. _........_.......-......._... ........... -_.._..-.-_...... .._._................_.-..... ......_... _ ::':..............._...__... ..._._......... _ � � �=____ ABOVE TWO L ER PE P B RD PPL ED 4_.- # ,+ + + + + BOTTOM OF WOOD FRAMING I�.:__ - =.: : - :::: . . ....... _.. �__ .__ -- I +t }+}+}+}+ +}+ i% j i .;; �� ....... ....- __._.m i- � 1 i 11 1 I N V S E Abib (_ �+ I 9 I, I . I II LDBB1 + + + + + ., 1 , +.1.- i i -----/-�- ++i+ +++*+*+*+ i+ Ttt ' ' ' `/ � > > ,>� > > '> > > > > _ _._ _ __ __ _I I I,,:..;:.::. R3..:::: ..:::�. ,;_ ._ ":�..:.: ._ _._..-'--,„-. ..._.. ....... --- , 10i,:f2 i + + + __ 1 ' • _._ �.'_-'-'-_ --- - - _ - _ -. ST '111, 14 1 _ ...__....____ ____ 8.4 _ ..r....:: --- -... ::: _..._._. ._- _:_:_:_:_:_-_ _:_. -:_ _0 '_. _._ ._.:_._. ._:_:_ -_._._._._. I. �i ® ++l+#+++++#+#+ }� } _ I I -� - 1 f =.I D , M y 1 _-_ _ _ - - - - - _ - - - _,_ - - - - - _. _.. ..._.._' =._'__' = . . ... - - V M REVISIONS: k 3 V 1 -}-` -- __ _�.___-'__ -.__---_- _-._ --- -'---'-' -- ---'----- =...m". :.....p ..._.. ._............:':-' -}1��I ++I~ +++++++*++ *}�` *** , �(- V �ie._ ..'il, ' i) i1 i i�I�s a, .--- .�.. - 1 I................. ...... ...._........._._.... ........ ..._.. .............. ............ - - - -r.a r.; IT ___ ¢ 111: III i _....-.__.____- > a_._ _. _ --r.= REF STRUCt FOR + , } W I TWO(2)LAYERS 5/8 GYP. _... ..... + + + + + + -- --. + + + + + + + + + + x-+._ "1'' BD.IFMISHED w/NO BUSP _.__._.- _._.__._.__.___._. ________._._. _._._._.___.__.-- __- .. __. _--_ _ _._. _.__ _. _ ___.__._..._ .:.. 1 I' + + + + +; + + + V V ; - - I �' I �1 + + + -, 1'-'t-�yTy C I J + + RR D R t > ._....._._ ......_.......................... ._._._._._._._._._._... ........_......._.............. _..._... ........... ............__.........-...... ..................-.-.._...... ....._.... ........... _...._....._.......__ ....-_.._..._-._._. - . -g - i - - 74. - ........._._._._ _._-�___. _.-�..___ __......__._ _��__:___'.__.._._,_._.__._ ........... .���<� _ I __ - -_-____-_- --- __. _ ___._._ �__._. _._.___.____._. _. __... __.. DETERMINING EXTENTS OF +. + + + + ,. ---- + .* p f�C * V I• z . I ___,_ .::.. .::: :.........-.. ........_...... .._...._..............._ ...........____... _._._-__._-...._.L, .,._..._...._......._. ::_.. -....:.... € :-:::- +`+ + + + + - 1 + + - ____ + II I ' 24'x48.1" ,26•xf8' I - I. ._ 7 : I .i soap CEILING WHEN SHOWN oN PLAN T. .:_.. FLR/CLG TYPES IN LOBBY * 1oil * •> 1 { `.: - - 1__. .._. + + + + + + 1 4 N e I:_. ._ i , i I + + + 3 I I I I �D B 4 B I- ' + , I � , , i. 3 Fri W- -... .... 1:.. ... ! Base la er 5/8 t e X bd. applied ® rt angles to Dist or trusses r.. ,:- t y yp gyp pp g J _ --- ...__ . - ._.._ m__._ ._ + + + + I i ilii h.a ._ ___.____._._ ..-._ 2T�I R1 - 24" o.c.w/1-1/4" type S or W drywall screws 24" os. Face layer 5/8" type X gyp•bd. _I -:--: -- _:_... . ._-:-: . -____ __ __ ___.__ _.__ _.__. ___._ _._._._ -1_- �r + V V i -- I II _ , _ _ _ I 1 --------- +l + + + ' e a t.an lea to Dist or truss tFru base lager w/1-Z/8" t e 8 dr wall screws 12" _.- _ i 1 a + I +x+ ++ " ..1: ; applied r g J y 9p 5 N ( 100 + + + + + i K._._.. o.c.•joints t interm.joist t 1-1/2 t e G dr wall screws 12 o.c. laced 2 back either ._... ..........-........ .... +,+ + + + + Ad �_; -x._ ti .. .. I J J yp p -- k I + V I II - + + i-- - , ! a - 1 aide of face lager end joints. Offset joints 24 o.e PI wd.applied w/ext.glue a rt. -----,-I ---- --,-,- _==,,,==,,==- -=_-___ _._-._--.- _._________ :-m-=._ :.I.....:.. _.. + '• - i y J J y pp 9 I........... .......... ............. ....... I I + - - LL LL anglse to top of Joist w/aid nails. ___._ --____. _._. __ - ._ _ _-._ _ _ __ ��_._ Fn 2'-4" T C� _ i ........... _.-._.. ...._................. .................. _ ._..-_....... : f �� + 3D \ �,n • i `/,,. _ T T T}i fr (` --. :" 1 T 1 + ++ + + + + + '' '' ' 111 - _ N I 1 2t'948 I'24 X43'1 t. ♦ i "NfITi1F•-.. •�{�€. : -:1 i i n -6.1 + + + + + + + + .\{ > j• > t Ili L{.1I.µ t ; 1 u + + + + + + # + + �r 1('li ' 1 s?:Ll.lLtl�l I !I 1fllA�tyiJ-jet.�. tltil Il. �I4Ai+ ��I: ii iZt•. y i I +i! + -' t kid 4 NOT USED P ----- + + + + ++++*}+}`�*+ I _ _ _.__-_ -- I______._.-_- _ _ _ _ _ P - - -�- - - - - - - - } }t * t . _t__+_#__ + + + + + _ _ + + + + + + + + I + + + + i + + + + + + : +* W ........... I ­4 It 11 , ­­­ '"""'''' " op n 4 + + + +(: ) : + + + + + + + + + + + - _ E - --- t. /I� 5 EXTERIOR, DECK AND SOFFITS +++ a +++ ++++++ + ,�,/ -_ _ :+ ' - ___ .__ I i .� LA �' JAMES - . TYPICALLY UNRATED + + rrk + + + + + + + + . • . _ ._. _. +++ +++++ ++++++ + + ( I I I /� I . p + + + + + ..__ I I I ; I • I +++ 1 •I I I n ' 1RLo . * *++ t�++++ _': --_. - ---- -i i._._. ....... I � Vv * 0 SALEM OREGON + + , 3 1100r " . ''� I I - - - I - P1= - - - - XP.6/30/2016 - D _ -- - - C AN NOTES; } = I .----- + + p FURR-BN . S'-0" 'L 6':0" 6'-0"' •'-01t 41.011 P.4 E RCP E . +++ _. �' r. ++ . , + + I +* DINING FORIDEEP I OF 0� T-1-i1 OR FIBER CEMENT SOfi lt, PER CEILING 1=1NISN LECsEND 1. CENTER CEILING GRID IN SPACE WITH NO BORDER TILES ** i r�, I � -'i TJ + * + / ` + A5.1 BEAMS TO '-6"AFF _ 4 LESS THAN 6"w, U.N.O. +. I 1 A. ++++++ +*�3r +* �. + . * + ._ ++++ 11 ..X . /t + +++ I �...; + PROJECT TITLE: • '• NOTE: 2. CENTER ALL LIGHT FIXTURES IN SPACE AT THE SPACING }+} } }*} " "' 1-1-1-1-1-1-1-1-- __ .: NO RATING REQ D AT OPEN EXTERIOR DECKS, PER IBC SECTION 14063 INDICATED, U.N.O. +*+ +*+*+*+* 5.4 q +++ *+ I1-111-11111--­ I EXCEPTION "3 - (NOT APPLICABLE ABOVE FINISHED SPACES UNDER # + } } + + • • i Q + + + • ' DECKS, WHERE RATED HORIZONTAL ASSEMBLIES CONTINUE. SEE ALSO, 3. MAINTAIN CONTINUOUS FIRE-RESISITIVE MEMBRANE OF +%99+ ,* + * *�* + +* * ' :.t» +*+ %+ + / N to BUILDING AND WALL SECTIONS) RATED HORIZONTAL ASSEMBLIES ABOVE ALL FURR-DOWNS -+ +- w + .� �" , . . ___-._._ .+*+ y .} + I b 4. REFER TO DETAIL ON LIFE SAFETY PLANS FOR CONSTRUCTION - l.; ,__._._. :.::-_ i, T_n _- -:,--- - < _ .• - N ++... +++++++}+ I . 61:4 ( 2HR FLR/CLG of GYP. BD. ENCLOSURE AROUND LIGHT FIXTURES WITHIN THE R + + + + + _ {-� I _ __ * + + + + + GA FILE NO. RG 2150 IHR RATED FLOOR/CEILING/ROOF ASSEMBLY. '++ ++ # +++ +++II+ ; 1003 F` * * * + + + * �, .. .;j • • , . ' , (:� � : FOUR C4) LAYERS 5/8" TYPE 'X' GYPSUM BOARD • , �l + OP N t0 1 ' m" _5 O APPLIED TO BOTTOM OF WOOD FRAMING 3d +++++++ + 1 - (---L-__, 'L_0L�L' 9 �, RCP FINISHES AND LEGEND I v vi • I ,aL � ; . . . *+*+*+*+* `} 20 + + + + + +7 + 62 .: + + + + FLOOR/CEILING OR ROOF/CEILING TYPE �I -• ' �°f 7 •• ++*+++++ ' + -^ � -- ----- '� --- ;�I� W. __..__.. __._.__ _._._._ � ____ 5/8" 'TYPE-X' GYP. BD. '` I I I iL -'-- + + + + + b • +++++++++ w RDD"• �=� �" HAT CHANNEL e 24" oc _ " u " "' I •11 *+++++*+ i j 1010 1 $ _ 1• DECK SOFFIT - EXPOSED H.T.FRAMING 4 0 ' 0 l 0 0 4-0• + + + + 4O , I I I + ++++ } r�r\�\ N - - I - - - - _ -- 5/811 STYPE-X' GYP. BD. ,•;, •; -!, .• • - V4 + + i ---- _ _ _-_ (FINISHED w/NO SUSP CEILING) • ' , FINISHED GYP. BD.CEILINGiioR �� �_ *}*# } 11Ili i.i. ..... ......__..._._._.I t nst. , e iiI • , .. +, . • ..• .. ' ... ....- I--.-.--.---- P . (: _____________-__ _ _ - _�_..._ _____.......___ +r_.._._. + *-+ U SUSP CEILING WHERE SHOWN ON PLAN �• '' A - • --- 0 0 + + + + + + + + + + GYP FURR DN OR SOFFIT 67 -13 aff TYP UN.O. � 5IAIR 1 `- t, +•+ + •+ f, - . � Base layer 5/8" type 'x' gypsum wallboard applied at right angles to +*+*+***+*+*+*+*+*+* MAINTAIN 1 HR FIRE RESISTANT FLOOR/ ' 100 •' }*•*+ +*+*+*+*=� + IW II II II + + + + + + + + + + . . _l + + + + + + +, m either 2x10 wood Joists or 9-1/2 deep wood I-Joists 24 oc with 1-1/4 + + * + + + + + + ROOF/CEILING ASSEMBLY ABOVE SUSP.CLG. -- + + + + "i j =-- ___ _ ___- _ _ � - ___.... ___._.__. ...__._.. U I~ type w drywall screws 12 oc. Second layer 5/8ty e X gypsum wallboard I I -------- ---- --- -.-------- 1i C9 o applied at right angles to Joists or I-Jofsts with 2 type W drywall screws SUSPENDED LAY-IN CEILING 2x4 TILEU - II II . R++*+ +*+ +*+*+*+Yr i 13- m M 12 oc. Second layer Joints offset 24 from base layer Joints. Third layer S'-0"dff.UN O. ; + + 1 + + + + + •• Q s~ 5/8" type 'x' gypsum wallboard applied at right angles to Joists or I-Joists TILE: EQ TO ARMSTRONG SECOND LOOK II +� +***+*+ '+ - 9 iI t+++# + + I I SLOPED - __-__ --___ - O N -� with 2-1/2" type 'W' drywall screws 12" oc. Third layer Joints offset 12" from + + + + . jj� ,-i � U second layer Joints. Hat-shaped rigid furring channels 24" oc applied at v v v v v _ _ _ __,_,_ �.- .__;,.__ •__ __ _ _ _ - - - - - - - - - - - __, __ _._ _. _ _ in ---' '- N ri ht an les to oists or I- oists over third la er with two 2-1/2" Ion t e v v v v v -r 1 • P _ - • eS 8S 9S 8S i SUSPENDED VINYL LAY-IN CEILING 2x4 T T w 9 9 J J y g yp 1 11 + - ' - I + + + + ---''' I vT V_ II I I v v v v v TILE 9 8-0 AFF. U.N.O. (SEE SECTIONS) _______.___._ {+++ ++++++ i W dr wall screws at each joist or I- oast. Face la er 5/8 t e X sum ._. _. Z wallboard applied at right angles to furring channels with 1-1/8" typ6yS v v v v v I 1 ___ _ + + + + 't - _ I I ...._•_.. \ • I N J J I i PNL SOFFIT BD XTERIOR SOFFIT: I -- ... �i1� 4�.1'.. "__.�. CD O Q drywall screws 12" oc. Wood Joists or I-Joints supporting 3/4" t t G edge ! : EXTERIOR SOFFE= IT: CEMENT J J , % ,� I. a E plywood applied at right angles to Dista or I- Diets with sd naris 6" oc at kj . I i J1 i i ,�'I C , Joints and 12" at intermediate Joists or I-Joiete. I i I T-1-11,4" GROOVES ---�� L ____� : \ �-1 a l 1HRFB i --______._._._.__.;.______.\ .6 1-a a. - O rs! ONE-HR FIRE BARRIER%0 (:: I��... I� i :..:�'� 7A -� , I 6i 1 14 , 1 L N 2HR FB tW0-HR FIRE BARRIER _ --' �....r�._�._..r._..:= n, _ ,I 1�-__. ` _ ;`_ .I -� s. '_. ; C/� j F -r- O _... d , [, AI� ;�;,I ..._ I a �,! � � , .... ......_...........I N O U O -- ----- .. 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MAINTAIN CONTINUOUS FIRE-RESISITIVE MEMBRANE OF 1 1 1 H R ROOF/C L G IN + + + + + + + + + + +++++++++++++++++++ ROOF/CEILING ASSEMBLY ABOVE 5USP.CLG. RATED HORIZONTAL ASSEMBLIES ABOVE ALL FURR-DOIUNS Ab.lc „ REFER TO DETAIL ON LIFE SAFETY PLANS FOR CONSTRUCTION o SUSPENDED LAY-IN CEILING 2x4 TILE ,•� o ❑ OF GYP. BD. ENCLOSURE AROUND LIGHT FIXTURES WITHIN THE H 8'-0"aff. UN.O. IHR RATED FLOOR/CEILING/ROOF ASSEMBLY. Z TILE: EQ TO ARMSTRONG SECOND LOOK 11 2 1 HR FLR/C L G w/ RC CHANNEL C Z � � v SUSPENDED VINYL LAY-IN CEILING 2x4 (TYP FOR FLR JOISTS w/ 3 1/2' CHORD) W ¢� v � � TILE A V-0" AFF. U.N.O. (SEE SECTIONS) > x Q Z PNL EXTERIOR OFFIT BD IT: GEMENT EXTERIOR SOFFIT: FIXTURE KEY 3 1 HR FLR/CLG w/2 LYRS GYP � o cQ ~ (TYP FOR 2x CORRIDOR FLR JOISTS `!' 0 0 a N T-1-11, 4" GROOVES N O o ®® NVAc GRILLES o RECESSED OR w/ I-JOISTS LESS THAN 3 1/21CHORD) B o 1HRFB ONE-HR FIRE BARRIER CAN LiGHT o N ® RECESSED SCENT TRACK w/ LV SPOTS 4 NOT USED SHEET TITLE: 2HR FB TWO-HR FIRE BARRIER SU1FLUORESCENT Q FIRST FLOOR RCP O DECOR CHANDELIER L - 2HR FW STRIP FLUORESCENT ® ® DECOR PENDANT 5 EXTERIOR DECKS AND SOFFITS BUILDING C A DRAWN BY: SHEET: -- o - - - - TWO-HR FIRE WALL F-- w ® EXIT LIGHT O SURFACE-MHT CEILING 6 2HR FLR/CLG PR��E� : t Q se SB SMOKE BARRIER J4 � ¢ Q NOT ALL FIXTURES ARE SHOWN.FIXTURES SHOWN AND �" FW IDENTIFIED IN SPECIFIC AREAS FOR ARE FOR LOCATION 1403 sP SP PURPOSES AND CEILING DESIGN ONLY REFER LIGHTING KEY PLAN ¢ — — — — — SMOKE PARTITION DATE: a SCHEDULE FOR ACTUAL FIXTURE TYPES AND QUANTITIES 7.11.14 0 s RCP PLAN NOTES: I. CENTER CEILING GRID IN SPACE WITH NO BORDER TILES LESS THAN 6%,UN.O. 2. CENTER ALL LIGHT FIXTURES IN SPACE AT THE SPACING `� M f-' M ° Esim 2x WD FRAMING INDICATED,UN.O. � `�' � � 3. MAINTAIN CONTINUOUS FIRE-R ESISITIVE MEMBRANE OF `� RATED FLR/CLG OR ROOF/CLG ASSEMBLY (CEILING MEMBRANE CONTINUOUS) -' -d �1000 9.1 1 RATED 14ORIZONTAL ASSEMBLIES ABOVE ALL PURR-DOWNS uocn M 00 5 4. REFER TO DETAIL ON LIFE SAFETY PLANS FOR CONSTRUCTION TL FURRING CH W_ LL64 o r, OF GYP. BD.ENCLOSURE AROUND LIGHT FIXTURES WITHIN THE iu z (x o `" vd o TYP AT DECKS 9 I6"oc-TYP aQ-� _ o iHR RATED FLOOR/CEILING/ROOF ASSEMBLY. N RECESSED FIXTURE e I( FURRING C 0 —_ WHERE SHOWN ON PLAN �- 16"oc-TYP p N o �C Tu LU U - - - - - - - — = E TITION WH AN C REC SSED FIX r, v� a w �-- - RCP FINISHES AND LEGEND - � PR � mw . \ _------_ � . I _...___• i 0 CEILING CEILING TY E O L map • ` - 'r ' FLOOR/CEILING O OOFIC I ROOF/CEILING TY ER P PER PL - . ," I . R R E L PE YP • i I 1 '} , i I • •• —__ ' L L[ DECK SOFFIT E P05ED H.T.FRAMING ♦•,--- E 3 • • i • , • iL I , • •',! PER PLAN DIM l2'-0" TYP IF NOT NOTED) _ z PER PLAN DIM PER PLAN DIM (2'-0" TYP IF NOT NOTED) 6-, � Q 6 3/4" TYP 6 3/4" TYP o, (2'-0" TYP IF NOT NOTED) Q 'I i �"- t , M C/� 01r-IM I HR FLR/CLG `O °° . E ' >~ M 00 O AT �N CORRIDOR o o to ROOF/FLOOR/CEILING TYPESEsim 2xU1DFRAMING RATED FLR/CLG OR ROOF/CLG ASSEMBLY (CEILING MEMBRANE CONTINUOUS) I HR FLR/CLG c�'�T o qt +~ d a AT UNITS M V) a.l r4 1 1 HR ROOF/CLG TL FURRING CH °� =__, �•=�� �.� � '� a lb"oc-TYP m-1 ONE lIJ LAYER 5/8" TYPE 'C' GYPSUM BOARD APPLIED TO RECESSED FIXTURE [gMTL(FURRING C � 4 I ? — -- RESILIENT CHANNELS t0 BOTTOM OF PRE-MANUFACTURED WHERE SHOWN ON PLAN 16 oc TYP LU �+ WOOD ROOF TRUSSES o 24" O.C. (GA FILE RC 2606) or PARTITION REC 55ED FIXTU m - ------ -- ------- RESILIENT 5H ON LAN APPROVED ALTERNATE FROM TRUSS MANUFACt. 0 N CEILING TYPE CEILING TYDE- -"*m CEILING TYDE-- it 0 z DUCT AND GA FILE NO. RG 2606 PER PL i e 0- a "' F5 DAMPER PER PLAN PER PLAN c!L p- s Approx.Ceiling Weight: 3 psi PER MECH N -- � Fire Test: UL R14196 (86931, R10583) 04NK25585, t-15-05, - — "' TYP GORRID DROPPED PLATE y ------- - UL Design P545 T.O.WALL 0 "' PER 5TRUCT TL SUSPENDED CEILING WHERE s ANGLE Z iL SHOWN ON PLAN PER PLAN DIM l2'-0" TYP IF NOT NOTED) a ? PER PLAN DIM PER PLAN DiM (2'-0" TYP IF NOT NOTED) 6, s ILL 6 3/4" TYP 6 3/4" TYP a, (2'-0" TYP IF NOT NOTED) I II Mli� One layer s%" proprletary gypsum wallboard or gypsum veneer base applied r r OR PER PLAN OR PER PLAN r m i 0 W at right angles to resilient furring channels 12" oz. with Ills" type S drywall � I (OR PER PLAN DIM) _ 4 (L � 0- screws O screws 8 oc.G sum board end oints attached with screws 8 oc to additional 0 i- •� Rfeces of channel 60" long located 3" back on either aide of end Joint. A B D EF esilient channels applied at right angles to bottom chord of pitched wood f trusses 24" oz. with 11/4 type s or W screws.Glass fiber or mineral fiber batt or CEILING FURR DNS + AT MECH ROOMS �/�� loose fill insulation applied directly over gypsum board. trusses supporting CORRIDOR CLGS rod ring plywood or OSB roof sheathing applied at right angles nu trusses with 3 SCALE: 1 1/2" = 1'-0" M:/DRAFTING/PROJECTSA4=ALBANY/PERMIT/DETAILS/CEILING KIRR DN 6d ring shank Haile 12" oz. Optional ceiling damper (refer to manufacturer For 4 SCALE: 1 1/2" = 1'-0" information on the type of damper). - M:/DRAFTING/PROJECTS/140'!ALSANY/112WIT/DETAILS/CEILING CORR- TYP PROPRIETARY GYPSUM BOARD •• I I E� I ��� American Gypsum Company - sae" F1reBloc®Type C I ' Temple-Inland Forest Products Corporation - g%" tG RATED FLR/CLG OR ROOF/CLG ASSEMBLY (CEILING MEMBRANE CONTINUOUS) 0 1 HR FLR/CLG w/ RC CHANNEL 7 1 : _ r. . I � 14 15 2 � - (TYP FOR FLR JOISTS w/ 3 1/2• CHORD) MTL FURRING Ref: WiJ-1.2 One-Hour Fire-Resistive Ceiling Assembly I Floor/Ceiling - 100% Design Load - I HR Rating a • , , ASTM E 119 /NFPA 251 I I - . • W_ u TED N I. . E ; -� J : :,� - .:� • ;:�� UGT ROU I _ Ell, Fire test Warnock Hersey International, Inc. Report No: , i �__._.yt ROUNp WWI-694-0159 June 19, 1984 FINt W HLA RITIFLV 2H V1 2HL,',._'2H , • W-- -; [ fZizVH 2H}RiRtHW '2F8k1 2FER1RtidW E - - - _...._.__._._._.___ ._...----.__._._.___._.______.__ __-----------------_._.... __ + + + + _.---------____-, -_.___.__ - E I E I RR-DN STC greater than 50 and IIC greater than 60 __- r __ - -.. ,+++ I (2X10 TYP) (U Gl f'CRETi= TOPPING(FOR `+SOUND ONLY) OMIT At (2)FLOOR SHEAT(IING , ;I - . ` ! LU + + +, + — ROLL IN SHOWER I .._:. ..._.. % — —— ——— — + + + + +, +. SEI ED __ ....._ .• + +• + (3)INSULATION I - +++++ ++1.r++,++++ y' �1 I -• 't ' i � + + + + + + + + + L/ C4J STRUCTURAL i-JOIST i-�-- ,.t.._.___......_. + + + + + .rK 4 (3)SOU ND SATTS 1i ,j ��1¢ _.__............._.* _ + + + .« + + + a + + lil, Il (5)RESILIENT CHANNEL ; +t+MH + + rT� �� t N L (b)GYP.BD.(Finlehea, FIXTURE KEY _�_ + + + ++*Y..+ ._ + +i+ + a ;+.._. + I 3A ++++++++ I L (1)SUSP CLG - per PLAN where no euep clg shown II + + + . _. 1~i Y *++++++/ �`' I' !•.n I cn _ '_ ,_..____ _ J_ CAN LIGHT i..l........ �...---. .. 11 i on plan) RECESSED ... O - - - - - - F, + II r + _ r ®® HVAC GRILLES o I __• L G -; + + + ! ; + + + T EATER • + � + I 1 + + + PER PLAN 1. Floor Topping 3/a" Cs Sum concrete, lightweight or norma I EC + + . + to ! i 4 it II 2011 + + +/+ + ) �'— ;_._._ pp g ypI _ 0 � RECESSED 6'-0" • 6'-Ta" ++++ �-++� ' I !i - + + +� �; I - concrete topping. TRACK w/ LV SPOTS ; B r _ + /!, i � FLUORESCENT I�, AL(�N' I + +++*s; + + + + ; + ++ + t1D • r 2. Floor Sheathing: Minimum 23/32 inch thick tongue-and-groove ® -` j � � =- + + + +, :+++4++++++*+ ++++++� ? • . '1� 6 � , TYP CORK CEILING HT wood sheathing (Exposure 1). Installed per code requirements SURFACE MT _ _.-_-'— + +I + + + + + — + + + + p DECOR CHANDELIER +f; +,,+ - - + + + + + + + + + + + + } I with minimum Sd common nails and glued to Joist top flanges with FLUORESCENT ® ++ + ,+ _ '. r +•' ++++ i + ++++*++ +++++ + AFG-01 construction adhesive. I�--I I ++ -:�+++ ; --- --: ' ' .� +++ +++ ++ + +* ++++ ++++ I ' CROSS CORRIDOR FURR DNS _ STRIP FLUORESCENT ® ® DECOR PENDANT + +_._+...._ ___..... ___.......�_..____ _...... _ ..._,_. .... + + + I +++***+ + ,r . 3. Insulation: Minimum 1-1/2 inch thick mineral wool insulation baits + + + + + + +`+ '• _ _ + + + * + + + + -+ " 1 n 25 pcf (nominal), supported by resil(ent channels. + + +t+ + + + + -� ++++++++* I + + *+*+*+ 5 SCALE: 1 J p 0 EXIT LIGHT O SURFACE-MHT CEILING + + + % $ l + + + + + + + + + + + + + t ' 0 •I � !' M�/pRAFriNG/PROJECTS/1402 ALSANY/PERMIT/DETAILS/CEILW_* ILF CORR FURR ON 4. Structural Members: Wood I-joists spaced a maximum of 24 + + + a+ -� +- O+ ' + + + + + + + + + + + + • a _ f r + _ + + + inches on center. Minimum 1-Joist flange depth: 1-1/2 inches J - _ *-* � * + + +++ b +++ 1t + ++*+*+ + 1' 6„• Minimum I-Joist flange area: 5.25 inches2 Minimum I-Joist web NOT ALL FIXTURES ARE SHOWN.FIXTURES SHOWN AND 3Ar ++++++++ I *+*+ *,*,* ++++++ ++, + ,� II LI_ II J p IDENTIFIED IN SPECIFIC AREAS FOR ARE FOR LOCATION 2b ++* * + + + + thickness: x/16 inch Minimum I- Dist depth: 9-i/4 inches See ASTM � � i + + + + + + 3A — I -• • ' { + D 5055-01 for qualification requirements. PURPOSES AND CEILING DESIGN ONLY REFER LIGHTING I I f + ++++ + ++ ++ +++++ + 0 i 2b, 5. Resilient Channels: Minimum 0019 inch thick galvanized steel • . �- + + + + ' * * * + + * ' `^ I SCHEDULE FOR ACTUAL FIXTURE TYPES AND QUANTITIES '•j *+*+*+*+*+ ! I ++* ++ ++++++++ + .+. + + + + +" resilient channels attached perpendicular to I- Joists using I + + + �' I +j + + + + + + + + ja + + + 1+ + I + + + + +++++ + + + + + + + + + + +1 + + + + +, + + + 1-5/8 inch long drywall screws. Resilient channels spaced 16 I • •i I 1 • + ++++ * * * * * * »� __' �t + * * * { { 1 II I I I • I ” • + + + + + + + + + + + + + + + inches on center and doubled at each wallboard end Joint ! 6 "~ (0 -O I� - + + + + I /_ 011 —__-- 7.l[ + + + + I + + + + + + + ,+ + + + + + iF +�+ + + + + + + + + + +! !� IV • . �� + + + +. + + + + + + + + + + + �I + + +� + + + + + + + + , r extending to the next Joist. 2015 ' + . ,.r+ + w +_++ t + � t +-+ ++-+ - - - - - 6. Caypsum Wallboard: Minimum 5/8 inch thick Type C gypsum — + + .�.t + + + + + + + + ' L wallboard installed with Ion dimension perpendicular to resilient + + + +• + + + + +++ 9 p i' ! ! •+ + + + i + I+ + + +4.+ + +4�17� + + + r-. + + + , + +I + + 3A + I channels and fastened to each channel with minimum 1 inch ion I ! 0 +•[ +++++ + !+ + + + + + + + + + + n d T e S dr wall screws. Fasteners spaced 12 inches on center in '< w ++++++,++ + 1+ + + + + + + + + + + + + �b -_ the field of the wallboard 8 inches on center at wallboard and ` 6 + + + + + * + ;+ + + + + + �« . I I ! + + + + + + + + + + + Dints and 3/4 inches from anal edges and ends. End Dints of J +++++'++++ ._. _+.._ ._�._�_._+ +++ ' + ++++++ + + + + + + + + + + + + 4_ I 1-4, 1 + + + + + + + + + + + + + + + +, + + + + + + + + + + I + +-. +-� .-- -+ +--+-� wallboard staggered. L� 6' l + -+_ * -_+__-* -+- -+ + +- +a ++ , n + + + + + +. + + +,+ + + + + + + + + + + + �. +.._._+..._ _............._. 7. Finish Ceiling - Per ceiling plan and legend: Suspended + + + + + r + + + +. V+ + + �r+J +, +F + + + I +_..+.....r...-.+.....+_...+......+_...+.._+.....+.....r...._+.t_. +1 + + �..JI + + + + + + + + + + + + + + + + + + acoustical tile or gyp bd . K _ _ + + _- �_Ti.II +'++ + + + + +� + + + _+ + + +� + + — + ++.*�+ ___....._._...____._ - - — s — — — I L - - - - K • + FF __ __ •• __ • • • • • ++I+ + i ••}I-011 • ,lf.. I • ' IT • +++ __ E+E EI 3 1 HR FLR/CLG w/2 LYRS GYP + $+ - + X �: �- + + ' I (TYP FOR 2x CORRIDOR FLR JOISTS LY L�-- - - - - - - - - - - - - - - L J + + • I ' ' 3c 14 +, +++ +:+++:+: I ,i „ C' �?�� ` ' ; + ,� t OR w/ I-JOISTS LESS THAN 3 1/2•CHORD) ! ! ! + 2b s.4 '` + + ; ' ' ' ' ; ; ; II i=c-Lv + ++ + + + + + +� IE GA FILE NO.FC 5406 + ' _: J + + I k-- __ + + + +-+- + + + + + + + _ + + r. + + + + I _ +49+++�++++++ II+++ ++++ ++ +++ + TWO (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD APPLIED TO _ _ _ + � * * * * * *M+:+ *++ + + + + + + + 200 ' BOtTOMOFWOOD FRAMING + + + + + + + + + + + +, + + + + _ + + + r + + + + + + + + + + + + + + + + + +- Jk + I + + + + , ! + + + + + + i + + + + + I ' , +•+ + I I I I + + + + + + ; + + + + II + + + + , + + + + + + • n + + + + + . . . +l + + + I _ + + + + • _ . + +_ 1 + + + +/75N ++ +* I { . + + + M + + + + + + +-�- + - _ + + i - - - - - M r. + + + + + + + * + + + + REVISIONS: + + p+ + + + -� + + � / --- TWO(2)LAYERS 5/8"GYP. I ! I I ++ ++ +�+++++ ++++ I ® ++++++++ ! +++++ SD.(FINISHED w/NO SUSP I ._.._._...._. __ I + t + + '+ + + + + L+++++'+'+ + + + / ; + + + CLG t — — — ++ 1*+ + + + + + + + + + + + + + + + i+ + ++++* ++++++++ �./ +++++ `-- + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + +++ + + + + + + + + + I + + + + { + a+ + + + +; + + + + + + + + + + +++++++:++ + + + SUSP CEILING WHERE SHOI1N ON PLAN + +++ + + + + + +,.__+.-+ ._._ _._ + + + + + + + + + + + + + + + + I + + + + + I I + �+ + + + +� - + + + Base lager 5/8" t e X bd. applied ® rt angles to Dist or trusses + •• �+ + * * +++++++ + I ------ - y yp gp pp g J r r + + + + + I + + + + ;._._._. 24" oc.w/1-I/4"type S or W rywall screws 24" oc. Face layer 5/8"type X gyp.bd. '- l __ ; +ti + + + ! + + + + + + + applied • rt.angles to (Diet or trues tFru base layer w/1-1/8" type S drywall ecrewe 12" N �— - - - - - - - + ++* ', •, , { oc •Joints Tnterm.Joist 1 1-I/2" type Cs drywall screws 12" or placed 2" back either L _ L J + +++ ! IMI %++++ Q\ - ++*++1 aide of face layer and joints. Offset Joints 24" oc Plywd.applied w/ext.glue a rt. ! J - + +i I I I + + ++ + + + + + angles to top of Joist w/&d nails. + + I. + O I • + NOT USED ( --- -- ---__ ------_.____ - - - - ..�, , 2b + I+ ; + + + + + ++ +++ + +, + + + +�+i 4 P + + + + + + + + ___ + + = L � r P 4 6 + +_.+_. ._ - ------------------ 3 I + + + + + .+ + 2003 •/. , ........_._.... 5 EXTERIOR DECKS AND SOFFITS :,1 I I - + r *** N II '^ JAMES CLAR ON TYPICALLY UNRATED I OJ .. 4 -- 2 . + t "r 31 1z •'�' ' 3C t4+ + +, �I "++++++++++++ + + + + + + + + +I+ + + + + + + + + + EMO f f++++ , I + + + + + + + + + + + + + + + + + + + - - - - - - - - - _ SAL RECON j v + + + + + L EXP. /3012016 RCP PLAN NOTES. + - P.4 • + OF T-1-11 OR FIBER CEMENT SOFFIT, PER CEILINCs FINISH LEC-END 1. CENTER CEILING GRID IN SPACE WITH NO BORDER TILES I I• , I *+* I ;* ,*, *++ ' LESS THAN 6"w, U.N.O. i .. .• .r• I +++ ;+t (`1 *NOTE: 2. CENTER ALL LIGHT FIXTURES IN SPACE AT THE SPACING r PROJECT TITLE: `D NO RATING REQ'D At OPEN EXTERIOR DECKS, PER IBC SECTION 14063 '' EXCEPTION 03 - (NOT APPLICABLE ABOVE FINISHED SPACES UNDER INDICATED, U.N.O. 1 BVIXXI --- -- ++* ++ + I DECKS,WHERE RATED HORIZONTAL ASSEMBLIES CONTINUE. SEE ALSO, 3. MAINTAIN CONTINUOUS FIRE-RESISITIVE MEMBRANE OF -� -" ' + + ! ' + ' + + to BUILDING AND WALL SECTIONS) RATED HORIZONTAL ASSEMBLIES ABOVE ALL FURR-DOWNS L- + + + + +, . : __ _ _, T + I + + .• , 1, + + N -d 4. REFER TO DETAIL ON LIFE SAFETY PLANS FOR CONSTRUCTION +++++ ++ 2 05 __(_._. .!___ ._._1._._ I *++ * ,•2 }0 TY +++ ++} ----- I } a 6 2HR FLR/CLG of GYP. BD. ENCLOSURE AROUND LIGHT FIXTURES WITHIN THE R - __ _ _ •' ! • j,. ++ ++ ++ + + +++ iHR RATED FLOOR/CEILING/ROOF ASSEMBLY. ++++ r + + + + + + + + + + + + + + + + + p� GA FILE NO. RC 21500®� _ ++ + + + + + + + + + + + + + + 0 + I + + ++ + + + + + + + + + + + +�� + N FOUR(4) LAYERS 5/8" TYPE 'X' GYPSUM BOARD t •• _- f..__._..,r`• ,' ++ - - - - - - - - �p APPLIED TO BOTTOM OF WOOD FRAMING �. I_-- t I + + + ++ 1 + + + + w. RCP FINISHES AND LEGEND __ ._._.._•___ .________ ± + + 2b +*+ + —� 2 2 0 • + I+ + ++ ++ + + + + CX) FLOOR/CEILING OR ROOF/CEILING TYPE • • l �• - •. �_._. ++ + + + + + , +++ +++ 5/811 'TYPE-X' GYP. BD. I I j T 1 - I +++ ® �+ T0' 77 �" _ HAT CHANNEL 24 oc DECK SOFFIT - EXPOSED N.T.FRAMING I ;i DIR �• ,, I +* *++ + + 15 OW *+* ' + } 84 + + I•' I + +++++� +++++a +x+ + ++++ * + + +11 L_ + + ++ ++ _. 5/8 TYPE-X GYP. BD. + + + + + + + + + + + + + + + + + + )8 (FINISWED w/NO SUSP CEILING) •..••••.•. FINISHED GYP. BD. CEILING j +; + '.+++ + +h�_.. +• +++ *+ + +++ I L ' - S -.�.�I + + + + + + + * . ISI +++ ! + I N U �• '.: S.• I +++ +++++* ++++++ + Po +++ + + ,--I SUSP CEILING WHERE SHOWN ON PLAN i + + + C .^ • I II . JTR� t I + ++ ++++++ ++++++ + + !� +++ • +++ o ++++++++++++++++++++ GYP FURR DN OR SOFFIT ml -9 aff TYP UND. --r --- : + + + + + + + + - + + + i I o Base lager 5/8" t e 'X' sum wallboard applied at right angles to ++++++++++ +++++++++ 7i I * J + * * * + * + + + •• +++ y yp 9yp 1'1' g MAINTAIN I HR FIRE RESISTANT FLOOR/ 201061 + + + + + + + - + + + �, II I 11 + + + + +++++++++++ + + + + + .� either 2x10 wood Joists or 9-1/2 deep wood I-Joists 24 oc with 1-I/4 + ROOF/CEILING ASSEMBLY ABOYE SUSP. CLG. + + + + + + + ` _ + + I--i t e 'W' drywall screws 12" oc. Second lager 5/8" t e 'X' sum wallboard ! = _ _ ___ » _ = +++++ ++ ++++++ + + c� s~ yp y y yP 9yp ++ + C) applied at right angles to joists or I- oasts with 2' t e 'W' dr wall screws +++++ +++ +' ++++++ + + + ' C) pp g g J J yp y SUSPENDED LAY-IN CEILING 2x4 TILE II „ 4th + + + + + + + +c:. + + + 12 oc. Second layer Joints offset 24 from base layer Joints. Third layer 8'-0"aff.UND. u_ + + +'i+ + + + w + 3,q + +++ yp gyp pp g 9 J J TILE: EQ TO ARMSTRONG SECOND LOOK 11 1'�I + * + +:, 2b + + 5/8 t e X sum wallboard applied at right angles to joists or I- oiste + + + +++++ �+- + + + + + + +;' + + I • �' `� with 2-1/2" type 'W' drywall screws 12" oc.Third layer Joints offset 12" from + +++4+ + + + + + + t + f�' C S C I . �. �P lug - 1 =---- + + f ' ti second layer joints. Wat-shaped rigid furring channels 24" oc applied at V V V V V SUSPENDED VINYL LAY-IN CEILING 2x4 T - - - - - _- t - W N V V V v v ;+ + + + + 8S f S j ...F. right angles to Joists or I-Joists over third layer with two 2-1/2 long type , ; + + + + . G_.._.._._.._.__8 , ___.__._._. , V .. 1 I II I 1 V V V V V I II • •, !.._._.._.__._.._._.J ie + + ............1_........................___— __—.."'."....J I � W drywall screws at each Joist or I-Jolst. Face layer 5/8 type X gypsum TILE 9 8-0 AFF. U.N.O. (SEE SECTIONS) . Z wallboard applied at right angles to furring channels with 1-1/8" type 'S' v v v v v ! _— „4 I....: -- ` �4+ +++++ --- N O Q drywall screws 12" oc. Wood Joists or I-Joists supporting 3/4" T 4 G edge f ! EXTERIOR SOFFIT: CEMENT J - •� _ �E _ _ :` ' _ "" F--a F W plywood applied at right angles to Joists or I-Joists with 8d nails rooc at fi i I PNL SOFFIT BD EXTERIOR SOFFIT: i --"> 77 • ' - 1 Q H Joints and 12" at intermediate Joists or I-Joists. �i I j -- �' - - U I I T-1-11,4" GROOVES �� = - = a -- 1 HR FB , N ONE-HR FIRE BARRIER _ .. - -�- ` x �� °•w. t ( f• N 00 ¢ 2HR FB TWO-HR FIRE BARRIER } ! . N i..r...:.z i Z O I r R ! I a O W B N ' 2HR FW ' - - - - TWO-HR FIRE WALL +, o o SHEET TITLE: SB SB SMOKE BARRIER SECOND FLOOR RCP o SP SP SECOND FLOOR RCP BUILDING "B" M w _ SMOKE PARTITION I BUILDING B A DRAWN BY: SHEET: C) A6 2b SCALE : 1/8" = 1'-0" sDEnTSTa iJ PROJECT#: 1403 KEY PLAN A6.2b Cn DATE: 7.11.14 L Q S M 11 11.4 11.6 13 21 1.4 1.6 22 oM000 M t-, I I I I I I I — — — — — — — — — — — — — — I I •M I I I I I I I I• 2 2.7 2.9 3 5 p I I ! I I •M - - - - - - — — - - - - - - - - - - - - - — — — — — — — — � — — — — A.6 — - - - - - - - - - -- - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ - - _ - - _ - - _ - - _ - - _ - - _ — I I I • 1 , I — — _. _. i L J ! I it • . • ! ! lk ...:.:::............ 'r. -- =''1%� • : � • • , _ . ho ! I I r : i _._....._..... 1 , I II 3 it i I F'-i-� -'1 'tji {tt V'', I I �- I �- } .. .._I._ +'F�.''I i G-- - - - L • I i 1 1' • • 1 • • • , • oo I • I � 1, I k • i I •■ • • it �i • • I i Ili E _ I I • 3 ! F` I I - If E r I I I I- I i • + + + + + + + + + { ill- l + + + + t + + i .�``�. i . + # + + + + + + / / I Ll II ' { : + + + +t++++ + + + 1 ' . E e • i i I I . . ' .TYP UNITS •, J ! • : .ii ' ' •i ! ti �' 'I + + ♦ + + + + • • • • • i♦! i • • • • I 3• •iI ,,W3 .._,. E i • • , • • • ! + # + + +t+ +�# + I ._ • II; I li • J ' I�• ! lii ++++ *1*+*®+*#* i 3 ...----, -' ' i III. 3..� - i I a''` "I i-----•--' i i' 1, l +++®++ } +++++ t I 5 it II ! -- ++++++++% Tl'P m U ITS z ' , + + + + ".__.-�-v-'- ' I L........---_.------; i -___� j; •T � i i �,.v-----� 'Cn it� �i........._......, +++++++ + /' I i I } _ I + + + + # E�\ ! �:___.... Mil • • i • , , • • ' ___ -7 , i 1 !1 ! i } ._ '� . • EE' ..ii E it'I ' : ; • • • / • r 'I I I ! V} • + i.r '}•I il, I .._. .�--�' ( 31 � ! in'I �- • i . ._.., • . ! - / . i� ._-'. � ,�•� 4! f\ i I I • . , • • , L! !� i cu . 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OF00 Ia N F F I +++ ++,+++++ ++:� t 'll Y'-, - r —� I ., L2w �.....i I F — — — — , — — — — F PROJECT TITLE: -------_ _.—_ -t -+ # + ++ +*+ ++ i i V p� . - --cam- I I I i + +• I i I :�TAfR + +'�++++++++ ++++'I+ I I 2038 t I _ N ' _..w a { +•t+ ++'+ ++++++' ++ + r —fir I --- —-- _._. 1 W�� L --- — — — — — � . ! \D + �� k I I + + + + +V^K' + + G I i ! + +++++ 4 I • V l , ii .a + + 11 + a•� I + + + .. .., r + + Rw RCP FINISHES AND LEGEND + -: + . l{�`�f�' J + + +++++++ + + + + a + + + + + + + _� .. + + + + + + + ++ +++ ++++t i+++#++ +s+ ++ ++ + ++ ++++++ H.8 FLOOR/CEILING OR ROOF/CEILING TYPE + + + tea ;{�t +++++++++ ' F ,• r-1 + + + ., i+ + t + +� + k - $ *.*:*:*:* -,,, ++ +++++ y+y+y+++y 0 o DECK SOFFIT - EXPOSED H.T.FRAMING RCP PLAN NOTES: ROOF/FLOOR/CEILING TYPES o FINISHED GYP. BD.CEILING 1. CENTER CEILING GRID IN SPACE WITH NO BORDER TILES •,•' LESS THAN 6"w,UN.O. NOTE: REFER TO OTHER RCP SHEETS FOR COMPLETE ASSEMBLY DISCRIPTIONS � •4• ' • •• 2. CENTER ALL LIGHT FIXTURES IN SPACE AT THE SPACING SECOND FLOOR RC o � u + + + + + + + + + + "' UILDING C ,n U +++++++++++++++++++# GYP FURR DN OR SOFFIT IS -13 a ff TYP U.N.O.UOIND ICATED, U.N.O.UN.O. q� v 1 1 H R ROOF/C L G `r' �' + * * * * * * * * * MAINTAIN I HR FIRE RESISTANT FLOOR/ 3. MAINTAIN CONTINUOUS FIRE-RESISITIVE MEMBRANE OF 1 IN + + .+++++++++++++ + * ROOF/CEILING ASSEMBLY ABOVE 5u5P.CLG. RATED HORIZONTAL ASSEMBLIES ABOVE ALL FURR-DOWNS A62c „ _ Q * * * * * * * * SCALE : 1/8 1 -0 , SUSPENDED LAY-IN CEILING 2x4 TILE 4. REFER TO DETAIL ON LIFE SAFETY PLANS FOR CONSTRUCTION o � ,...1 N Q 8'-0"aff.U.N.O. OF GYP.BD. ENCLOSURE AROUND LIGHT FIXTURES WITHIN THE v� IHR RATED FLOOR/CEILING/ROOF IL ING/ROOF ASSEMBLY. 2 1 H R F L R/CLG w/ RIC CHANNEL C Z H TILE: EQ TO ARMSTRONG SECOND LOOK II o x v v v v (TYP FOR FLR JOISTS w/ 3 1/2• CHORD) u •a as v v v v v SUSPENDED VINYL LAY-IN CEILING 2x4 v v v v TILE 6 V-0" A.F.F. U.N.O. (SEE SECTIONS) o; ; V' nv v; EXTERIOR SOFFIT: CEMENT 3 1 HR FLR/CLG w/2 LYRS GYP4.1 al It ;;t PNL SOFFIT BD -EXTERIOR SOFFIT: FIXTURE KEYv� o r- N T-1-11, 4" GROOVES (TYP FOR 2x CORRIDOR FLR JOISTS N O o RECESSED i� N Oi 1HRFB ®® HVAC GRILLES CAN LIGHT OR w/ I-JOISTS LESS THAN 3 1/2'CHORD) ONE-HR FIRE BARRIER EM RECESSED 5. o o ® FLUORESCENT TRACK w/ LV SPOTS 4 NOT USED SHEET TITLE: cu N 2HR FB TWO-HR FIRE BARRIER sUWACE MT ti FLUORESCENT DECOR CHANDELIER SECOND FLOOR RCP � , 2HR FW STRIP FLUORESCENT ® ® DECOR PENDANT 5 EXTERIOR DECKS AND SOFFITS BUILDING C o - - - - TWO-HR FIRE WALL A DRAWN BY: SHEET: SDE/JTSKI v- ® EXIT LIGHT Q ING Q SU AC -MNT C I SB SB RF E E L SMOKE BARRIER 6 2 HR FLR/CLG PROJECT#: ) a NOT ALL FIXTURES ARE SHOWN.FIXTURES SHOWN AND 1403 IDENTIFIED IN SPECIFIC AREAS FOR ARE FOR LOCATION A6.2c Z SP SP PURPOSES AND CEILING DESIGN ONLY REFER LIGHTING KEY PLAN DA11. TE: cm ¢ — — — —'— SMOKE PARTITION SCHEDULE FOR ACTUAL FIXTURE TYPES AND QUANTITIES fu 7. 14 0 s RCP PLAN NOTES: I. CENTER CEILING GRID IN SPACE WITH NO BORDER TILES M LESS THAN 6%,UN.O. N � �- � Ln 2. CENTER ALL LIGHT FIXTURES IN SPACE AT THE SPACING � M INDICATED,UKO. o Esim 2x WD FRAMING d) W � �; M1 3. MAINTAIN CONTINUOUS FIRE-RESISITIVE MEMBRANE OF oma[ RATED FLR/CLG OR ROOF/CLG ASSEMBLY (CEILING MEMBRANE CONTINUOUS) ,:n a` � 00 00 RATED HORIZONTAL ASSEMBLIES ABOVE ALL FURR-DOWNS O s 4 0 M W-) 4. REFER TO DETAIL ON LIFE SAFETY PLANS FOR CONSTRUCTION 4w 5 TL FURRING CH � - oC " 0 �, o M OF GYP.BD. ENCLOSURE AROUND LIGHT FIXTURES WITHIN THE - TYP AT DECKS g 16"oc-TYP ED I = 0 O �V) MTL FURRING C E3 N _ a1 _ IHR RATED FLOOR/CEILING/ROOF ASSEMBLY. RECESSED FIXTURE � � � � � °) WHERE SHOWN ON PLAN _= Q- 16"oc-TYP Ta a Q N a� o �C I = 11 __ RCP FINISHES AND LEGEND - _ fQ Ul 0 M 0-4 (_ -�-- - - - (: — - — - - — - — - — - — - — - . . . . : , �, P RTItION mLu ) I l / I ! �JJ I j% 0 CEILING TYPE CEILING TYDE-- WH N AN iq ca / E o L f f - T , ) "'°' �'' FLOOR/CEILING OR ROOF/CEILING TYPE PER PL PER PLAN e ' , _• 1 ..,. IL % ___._ , i A-- . I! �, , , \ ) i Ll - 1, - �xj I 11",_ - I - .,_.__,____• .___.___, • • • v _.____ RAISED SLG e r ) . I i i;l 61- _ _­ ­_­_ cYl . . - K SOFFIT ,_____.: 11 . ;' . . s I . DEG - EXPOSED H.T.FRAMING I }� . I 1 P1 i i b ;.A A��_., • . I .• -'� i - PER PLAN DIM (2'-0" TYP IF NOT NOTED) L � w � - PER PLAN DIM PER PLAN DIM l2'-0" TYP IF NOT NOTED) . . ! !' - w-- - . • o� 6 3/4" TYP 6 3/4" TYP (2'-0" TYP IF NOT NOTED) a •� ' : , •� �_=___--- ,. , • FINISH GYLL I I! , : • , .. ED P. BD. CEILING : a- ,..- - - . I " .j• r r OR PER PLAN OR PER PLAN o, ~ _ if __.,. I ___._._.__ _ ,�°"° 1 L._. � '_'._._.; ,F- '.. --. YP FURR DN OR SOFFI ff TYP U.N.O. r_ �, It -. .; _. 71'P "TOP B c D E - - , + + + + + + + + + + MAINTAIN I HR FIRE RESISTANT FLOOR/ .. - - .__-.__ - 3�� 1 . I �� FLOC�R,UNIT6 1 A 0 LI I ++++++4 + + + + ROOF/CEILING ASSEMBLY ABOVE SUSP. CLC. 04 •----.._._....- IG 1= •- _-------- 010 _ �-== ---_-- r- _ �=T'• ___ �.l_ I . . , '1 -- i - 1 i.. SUSPENDED LAY-IN CEILING 2x4 TILE CEILING FURR DNS _�__ ____ __, . i; i • I-- I Si 0"a ff. TO �, _ Il O -\,_�_ • ,. •._• € ;� --1 _ ' ", 3(: SCALE: 1 1/2 = 1 -0 M,A:PRAFFINCs/PROJECTB/140�ALBANY/PEFd tIT/DETAILB/cEILMCs FU I�2 DN f . • ;.. --- I r-._ I , I; ,: f. _ TILE: EQ ARMSTRONG SECOND LOOK I I • ' �� y ,11 n i __. __ _ _._._. __,,-__ 11 t-- - _ _­WL� ,.I,. -- i v v v v SUS ENDED VINYL LAY-IN CEILING 2x4 _,_J ! �. -- r �___'_.1____ • LW_,__� 4' &T Q,0 . • I1 I; i - l 1 � � � � � TILE a V-0" AFF. UN.O. (SEE SECTIONS) ;11 -- I. - -'-- : ,..___...._..... -I. /`�'I I 11. 111 I- 1 l l ;'' i,'i ; , I RATED FLR/CLG OR ROOF/CLG ASSEMBLY (CEILING MEMBRANE CONTINUOUS) ,...._ ,.... .... f.�...__,.. ( f •/ 1111 11 .. 1 ,� I 1 11 ' 1; \, I EXTERIOR SOFFIT: CEMENT %� I I 1 _.. >__._.. ,: 11. , r I. 1' r 1 + + % 1 NR FLR/CLG 1" • �� + +',+ + +� + + + + ' �; t1 1It ., _ j�l, 1' ; I 1 I PNL SOFFIT BD EXTERIOR SOFFIT: At ----._ ....,,........... n I 1!i1I1 ! Ii 11, ROOVES + + + + + + + + CORRIDOR "I' '� + + + I+ + + Y OP F ` MTL FURRING r ,• 1 r ! + + ,,-+ + + x,_++ + + 3 �*J60c-TYF'- - CEILING TY E __- -_\ , I _-- 1_I�=-_ __ ... � + + + + + + + + + E-HR FIRE BARRIER _T :_:_ T_._ am' _____.- ______ ...______m,__,_,__.__,__,_, + + + + + + + + + + a N PER PLAN I -1....... , • • S • III I �-::_'_._ .:� ' — J3 ++#+++#+++++#+++++#++ F�E]____P��F 12'.... 7: o 1 �� Z_ 0 .�' 1i I . '1i• + + + + +[b]'+ + + + + I :" bUCT ROUTED - ;; - 1i' . _-__,__-._� . +++t+ +++++ + ++T+++ 2HR FB WO HR FIRE BARRIER At UNITS \ —�_ _.. *__ - - - - - �1 , . G - + + + + + + `�' + + + ____._... - DN TYP CORRIDOR 1• + • 1 I { I 11 1 1;- 1 1 Q cn r V . 1 X ) • 1 W1 •• 1 I1I 'I a___ 11' I �.� 1 . ' L' _ _ ____,_ __,_ ____,-,_,________.__ P / .1 I' —� 1,1 1 s 2HR FW 10 T 1 .i 1 , - - - - WO-NR FIRE WALL ��«•^�'^�3 / (2 Y .--_ 'tib' lti _ _ f SJ... Ii • Q� r li'/ ' .I l; 111 J — -- — — 1'-0" ++ T =-- - ' �'-�— --- ' .. _ ) II II ` i 1 U 1 • I-. _,,,_.. - �_ ` .. ., _ t I c?p; .tea :. �_ .�� _ U -- --- - m 1 OR PER PLAN DIM) _ . . . • .. 1• I i •• ; ,I • �Kx, , �,.{ z __� -__ • I.J_ ....... , 3 •II ; 'I �; SMOKE BARRIER U z DUCT AND ' `..._.._._ i • •,/ L € i l711' ( ,_-,._ 't' wl I i . 4_...--1 .. .. I : J Ul F- 1- . 1 - Ia f ' IIS ' ,i I , ..�° a�1' I .._.._, ,,, • SB SB -1.1111 I U FS DAMPER • 1T !, L-i -- # �� I 1 I•� II SP SP Q _.- 1 PER MECH ___ . I . ; n� ��• ! - - - I o� - ROP TE :.......-.1..-1-_1---__ .. ...- - -' \ c: q_ .._. SMOKE PARTITION ON U D . I !I x I; ) _ it,.I % I 0 z PER SPRUCTL TL ._ S t O UTALL - - .. 1v � c C ° ` 1' Iu I f' - i ANGLE1. - •�^} ¢a c, ------- -- -- - cel _._ I ti , — • . , t \ ' 1 I I-- =----- j� m I , I - tL -- I_ I ., r— �. -_ I ' 1; ._ . . ; ., . I . , , if I, _ '' 1 . �� ._. I Q (L PER PLAN '� � �=�- ROOF/FLOOR/CEILING TYPES `~�_ - I(j • I I Ii 3� .�1 (L _ NOTE: REFER TO OTHER RCP SHEETS FOR COMPLETE ASSEMBLY DISCRIPTIONS =- = 11 _ 11• 11 . ---- I . . •f - . 0 � r TYP CORR CEILING HT ' ' " ! rzA1sED cLc 1 : . �u- - ` : F' € �I XTU R E KEY �f Q - -- ---- -------- . • 'I � . . • D,II • . ,-: �/!S///// �, �� , (j) 1 HR ROOF/CLG • __ , , c S < RE ES ED AT ME ROOMS . . • • _ , i I ®® HVAC GRILLES o 4 CORRIDOR CLGS CROSS CORRIDOR FURR DNS %,::_ CAN LIGHT I , I 5 _ 1 1. . ' .. ._x__11 ` //N�, ..O.. SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-011 ,- ; m RECESSED 2 1 HR FLR/CLG w/ RC CHANNEL I (: )__ - — - —1 ' # v + " _- _ = TRACK w/ LV SPOTS - - - ® FLUORESCENT M:/DRAFrW*rRDJECT6/1402 ALBANYMERMIT/DETAILS/CEILMCs CORR- TYP M=/DRAF 1W_vPROJECTS/1402 ALBANY/PERI.IIT/DETAILS/CEILMC-s ILF CORK FURR ON ( ) (TYP FOR FLR JOISTS w/ 3 1/2 CHORD) I E 1 i1j • 0 I1,i � SURFACE Mt ® DECOR CHANDELIER 23 FLUORESCENT >I (:3 1 HR FLR/CLG w/2 LYRS GYP STRIP FLUORESCENT ® ® DECOR PENDANT (TYP FOR 2x CORRIDOR FLR JOISTS ® EXIT LIGHT o SURFACE-MNT CEILING OR w/ I-JOISTS LESS THAN 3 1/2•CHORD) NOT ALL FIXTURES ARE SHOWN.FIXTURES SHOWN AND 4 NOT USED IDENTIFIED IN SPECIFIC AREAS FOR ARE FOR LOCATION PURPOSES AND CEILING DESIGN ONLY REFER LIGHTING \ X SCHEDULE FOR ACTUAL FIXTURE TYPES AND QUANTITIES THIRD FLOOR RCP 5 EXT OR DECKS AND SOFFITS BUILDING •A' - WEST ' -, + + \ A638 - a + +++++++++++++ - ip 2HR FLR/CLG SCALE : 1/8" 1'-0" • --' + + + + + O + + II I � ' . tt , + + + + + + + + + t . 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I � O O W 1 -7�__ iJ ,\ 1 f`1 t '..._.. _— _ _ SHEET TITLE: __:_ .._.___ W L _________, __ r �, l � � �,I i 1 _ THIRD FLOOR RCP E — — I_ .01 1;11 It � !_....... v v _ THIRD FLOOR RCP I ru BUILDING A EAST BUILDING "All - 0 0 A63a SCALE : 1/8” = 1'-0" /� C) Daawra BY: SHEET: SDS,/JTSKI V/f Q ¢ Q EP col W11.4 11.6 I4°3 A6.3 a ¢ KEY PLAN DATE: cn� �' °" 7.11.14 L r) S �l M "� IHR FLR/CLG �, �' 110 00o M 00 AT ` kn -' CORRIDOR o o 0 ROOF/FLOOR/CEILING TYPES 2x WD FRAMING E Sim ° iY E RATED FLR/CLG OR ROOF/CLG ASSEMBLY (CEILING: MEMBRANE CONTINUOUS) � i NR FLR/CLG CIA 1 HR RO F/ L \• AT UNITS 1 O C G - � TL FURRING CH z " lb"oc-TYP m—► — ly, ' MTL FURRING C �„ ----- --- - --- E RECESSED FIXTURE �- m ONE (I) LAYER 5/8" TYPE 'C' GYPSUM BOARD APPLIED TO (L g i6 oc-TYP - RESILIENT CHANNELS TO BOTTOM OF PRE-MANUFACTURED WHERE SHOWN ON PLAN = uJ WOOD ROOF TRUSSES a 24" O.G. (GA FILE RC 2606) or C REC 55ED FIXTU m ! ------ -- ------- APPROVED ALTERNATE FROM TRUSS MANUFACT. - N P RTITION >L m� z WHE 5H oN LAN 0 -CEILING TYPE CEILING TY E -*m CEILINCx TY E t z DUCT AND GA FILE NO, RC 2606 PER PL PER PLAN C PER PLAN 4 PER MECL Fs CNR tom, Approx.Gelling Weight: 3 paf � • Fire Test: UL R14196 (86931, R10583) 04NK25585, 1-15-05, TYP CORRID C DROPPED PLATE Vj UL Design P545 _ T.OIUALL "' PER STRUCT TL 0 1L Q- NLiLE _ ----------- -- A _ SUSPENDED CEILING WHERE LLCq SHOWN ON PLAN PER PLAN DiM (2'-0" TYP IF NOT NOTED) a ? PER PLAN DIM PER PLAN DiM (2'-0" TYP IF NOT NOTED) o� 6 3/4" TYP 6 3/4" TYP a, (2'-0" TYP IF NOT NOTED) _ - • One layer r'/a" proprietary gypsum wallboard or gypsum veneer base applied f T- OR PER PLAN OR PER PLAN T- a, 1 0 }t - I (OR PER PLAN DIM) lift at right "oc.angles Gypsum resilient furring channels h d with ire" Type S drywall A B D E r - 0 screws 8"oc.G sum board and oints attached with screws 8"oc to additional � 0 � pieces of channel 60 long located 3 back on either aide of end Joint. �~ vD Resilient channels applied at right angles to bottom chord of pitched wood f �+ it trusses 24" oc. with 11/4 type 5 or W screws.Glass fiber or mineral fiber batt or CEILING FURR DNS AT MECH ROOMS �/� loose fill insulation applied directly over gypsum board. Trusses supporting CORRIDOR CLGS 15/32" plywood or 055 roof sheathing applied at right angles to trusses with 3 SCALE: 1 1/2" = 1'-0" maDRAFTING/PROJEcT&A4=ALBANYA-ERMit/DEtAILB/AILING FURR DN bd ring shank nails 12" oz. Optional ceiling damper (refer to manufacturer for 4 SCALE: 1 1/2" = 1'-0" Information on the type of damper). --- M=/DRAFTING/PROJECTS/1402 ALBANY/PERMIT/DETAILS/CEILING CORK- TYP PROPRIETARY GYPSUM BOARD s „ •• ( � 0 American Gypsum Company - % FireBloc®Type Cl. Temple-Inland Forest Products Corporation - 44,11TG-C 7 1 ` ' �' ,�_-_�. _ < RATED FLR/CLG OR ROOF/CLG ASSEMBLY (CEILING MEMBRANE CONTINUOUS) 1 HR FLR/CLG w/ RC CHANNEL - 2 14 15 (TYP FOR FLR JOISTS w/ 3 1/2' CHORD) MTL FURRING I J6"o Ref: WiJ-12 One-Hour Fire-Reaiative ceiling Assembly I • . n ! - cP- - Floor/Ceiling - 100% Design Load - 1 HR Rating U ASTM E 119 /NFPA 251 --. • - - y I a . • •. I--- .-- ' -- i I ' � T ROUTED _. I UG Fire Teat Warnock Hersey International, Inc.Report No: : E ; ---+ 1 ' ?HR FW 2HR FVV 2HR FW 2HR FV I..'. 'R FV'd i J: :N i_EVV ' 2HR FIN 2HR FtN '2HR � 2HR F1;t WHI-694-0159 June 19, 1984 C - - - - - ;�� - - - �, - - - _ _I I p ERR IIMMEpTER PURR N G - - - - --- ----- - --.... - ----- STc greater than 50 and IIG greater than 60 I I I i• .. 1j - ;li + +. + + +/+ + +_, + r F__._.—._._.____.___ @p ' . _._„_ _ - (2XiO TYP) g 9 +17 :+ + ( kir -^�i�: + +iT} +;4 + + + € t ---- 'I C ii Ili: __T(U GYPCRETE TOPPING(FOR + + I+ + + + r'+ r r"--- � ” EI I J _ 1 —1 — • + + + + + + + .f + Ia ..........w.... ............I E L ~ Ili SOUND ONLY) OMIT AT (2)FLOOR SHEATHING + + + + + + + f + + I I'I :-W_ A jl• i I � — — — ROLL IN SHOWER I + + + + II'j F + + + + + + + + + I � ' (3)INSULATION _..............._...__..._.._..........._..................._._. .._ �i E I �I , � ++++ +++*+ +*++ it j + + + + III (4)STRIJCTURAL I-JOIST i__...__..... _,, / + ++++++\++t �v (3)SOUND 8AtT8 0 '. 1 + + + ++++++++++14-1-+ ,�i' pi' , i�.._..-'i I - - - t I] I. , v , ,-:.-:-- i i + + I , �� y�-� N ~ (S)RESILIENT CHANNEL I I i4 � •ry + + + + + + + + + l -a I l j.__..__..._. .l^-t 1"ew l!-.t ri' t :'4 1 • .._... + + + + + + + + .::Y ..._..�7.F ....__... --........__—....... , (b)GYP.BD.(Finished, ---- --- ; •"` = FIXTURE KEY - _ ,., -- r 11)&USP CLG - per PLAN where no cusp clg °how^ _ !• - i:.__ . p . . .2 on Ian) ®® HVAC GRILLES p RECESSED I - CAN LIGHT "" 1. Floor topping Y/4" G=ypsum concrete, lightweight or normal �.ipr - c2 _Q PER PLAN M RECESSED TRACK w/ Lv SPOTS _-- r` ---- _-------concrete topping. i ';I l FLUORESCENT - 2. Floor Sheathing: Minimum 23/32 inch thick tongue-and-groove ® 1��-- -'" _ ,,---r; • { •-%� ,'? :; I '- TYP GORR CEILING HT wood sheathing (Exposure I)- Installed per code requirements 0 SURFACE MT DECOR CHANDELIER FLUORESCENT —_�- •; with minimum 8d common nails and glued to Joist top flanges with ------- AFCs-01 construction adhesive. I�--I I - -- '—� ' !-- L ' • - -- •�" . _ CROSS CORRIDOR FURR DNS 3. Insulation: Minimum 1-1/2 inch thick mineral wool insulation batta - STRIP FLUORESCENT ® ® DECOR PENDANT , , - , �� 25 pcf (nominal), supported by resilient channels. - T— SCALE: 1 1/2" 1'-0" • C M:/DRAFTING/PROJECTS/1402 ALBANYMERMIT/DETAILS/CEILING ILF CORR FURR ON 4. Structural Members: Wood 1-Joists spaced a maximum of 24 0 EXIT LIGHT O SURFACE-MNT CEILING i I •.�I ` _ I Ll inches on center. Minimum I-Joist Flange depth: i-1/2 inches Minimum I- otst flange area: 5.25 inches Minimum I- oast web ! —`i -` ' • ' - J 9 J NOT ALL FIXTURES ARE SHOWN.FIXTURES SHOWN AND 1._.._-�.__.__._.__.___t_._...__ : � •. RAISED• LCs ;: thickness: 1/16 inch Minimum I- oast depth: 9-1/4 inches See ASTM ' ' �' •' J p IDENTIFIED IN SPECIFIC AREAS FOR ARE FOR LOCATION 1_�,c .' . � I i•� � '�__; I I D 5055-01 for qualification requirements. PURPOSES AND CEILING DESIGN ONLY REFER LIGHTING I ' , 321 ,• - }i .! __ ___ , .•; 3:1 j 5. Resilient Channels: Minimum 0 019 inch thick galvanized steel SCHEDULE FOR ACTUAL FIXTURE TYPES AND QUANTITIES 323 -- resilient channels, attached perpendicular to I- Joists using +u • ; I m • IWC - 11 1-5/8 inch long drywall screws. Resilient channels spaced 16 U ; ice , I l lite r'1 inches on center and doubled at each wallboard end Joint I 11• .._�. ' L°1 extending to the next Joist. _ ___. _ •• -... _ _r..._ -z__ 30 5` ; __ _�____._ - - - - - . i 6- Csypaum Wallboard: Minimum 5/8 inch thick type G gypsum20 wallboard installed with long dimension perpendicular to resilient to each channel with minimum 1 inch Ion --� channels and Fastenedg _._._......_.._............. I � "-... E Type 5 dr wall screws. Fasteners spaced 12 inches on center inT. ------. the field of the wallboard, 8 inches on center at wallboard end - joints, and 3/4 inches from panel edges and ends. End Joints of •• s wallboard staggered. 4• �' - -- ,`_.. T AT DECK5 1. Finish Ceiling - Per ceiling plan and legend: Suspended '` acoustical the or gyp bd . IL _ �.__._._._._.__ - -- - - _ - - - - - - - - - - _ - - - - - - - - - L4 - - - ..................._ - w• • • •'E _ • 'i • .................... 1 HR FLR/CLG w/2 LYRS GYP 3 � h - E, „ _- ; t I���`�_""_.__:j# �• Irl f I (TYP FOR 2x CORRIDOR FLR JOISTS • ' . ' . _. ��,.. 1,I , I., J,," ,`E I � �`�....,••,,. . OR w/ I—JOISTS LESS THAN 3 1/2'CHORD) I I "}•�___1____-__: _� ' GA FILE NO.FG 5406 -�_--......�.........:.. .�.. ._ 'l _._..- - TWO (2) LAYERS 5/8" TYPE 'X' GYPSUM 50ARD APPLIED TO -- 50TTOM OF WOOD FRAMING I s , RAISED CLG • - ;- - RA SE�-_CLG I M - - - - - - - - - � - - � - , I- - - -'� � -----------y-----_�m--- - ...�...................... ............................... �. TRUSSE - - - - - - - M EVISIONS: - --. l YP-AT RO ----r.2- . . _...- SES ;I � � . I ✓rl� r I •i ! I BD.(FINISHED NO ISUSP I I I i TWO(2)LAYERS 1` CLGI ----- .__ : ............. ...... SUSP CEILING WHERE SHOWN ON PLAN I I I �•..{— _ - , �����-r� is. Base layer 5/8" type X gyp. bd. applied ® rt angles to Joist or trusses �...._......_.... ` __!, ____.._.__,;I 24 oz.w/1-1/4 type 8 or W drywa I I screws 24 o c. Face layer 5/8 type X gyp-bd. Y F;;, ' „ / (1 );,E---- All " applied , N �, applied a rt.angles to Joist or truss tFru base layer w/1-1/8 type S drywall screws 12 - - - - - M ' oz.a Joints t interm.Joist 4 1-1/2" type G drywall screws 12" oc.placed 2" bade either e --� side of face layer and Joints. Offset Joints 24" oz.Plywd.applied w/ext.glue a rt. I I I T I L11 1. angles to top of Joist w/8d Haile. I - • • ,E E " NOT USED - __- ' _ __ - - - - - - - - - - - - - - 4 _ ___ - "Iry 0 5 EXTERIOR DECKS AND SOFFITS I I I • . • - • 1; ! ; �a. - ~=- , �. JAMES TYPICALLY UNRATED* L __ _. _ - .� __....__._ � SALEM OREGON --- - - • • : ------- i• ' . } - 11 0 RCP PLAN NOTES: Q.__r_. - - T-1-11 OR FIBER CEMENT SOFFIT, PER CEILING FINISH LECsEND I. CENTER CEILING GRID IN SPACE WITH NO BORDER TILES I I - '(' ,i ,, ---- -- I. ? ° i •�! OF - .. LESS THAN 6"w, U.N.O. ` J PROJECT r'? *NOTE: _...�_._. I, TITLE. 2. CENTER ALL LIGHT FIXTURES IN SPACE AT THE SPACING - 4 I i ! . RAIS�p CLZ; P � NO RATING REO'D AT OPEN EXTERIOR DECKS, PER IBC SECTION 14063 --._._....._......................._....__.�........._._..:._:.......� EXCEPTION 03 - (NOT APPLIGA5LE A50VE FINISHED SPACES UNDER INDICATED U.N.O. ' IF DECKS, WHERE RATED HORIZONTAL ASSEMBLIES CONTINUE. SEE ALSO, 3. MAINTAIN CONTINUOUS FIRE-RESISITIVE MEMBRANE OF I I ,i '• ; 32 BUILDING AND WALL SECTIONS) RATED HORIZONTAL ASSEMBLIES ABOVE ALL FURR-DOWNS 3i_ ' I ,--�•- •! - --'"' '' - I N b 4. REFER TO DETAIL ON LIFE SAFETY PLANS FOR CONSTRUCTIONv:_ i.........._.__.._... I_... a, 6 2 HR FLR/CLG OF GYP.5D. ENCLOSURE AROUND LIGHT FIXTURES WITHIN THE R ' U iHR RATED FLOOR/CEILING/ROOF ASSEMBLY. _ GA FILE NO. RC 2"150 1 II I 0 . . _ __ _ 1T__—.__ _ _ R.1 � FOUR (4)LAYERS 5/8" TYPE 'X' GYPSUM 50ARD � \ • �..=� ---r------•1, - - - - - APPLIED TO 50TTOM OF WOOD FRAMING _- —__._ _.__ -- j - - RCP FINISHES AND LEGEND m EE (X) FLOOR/CEILING OR ROOF/CEILING TYPE "W - ' �.�.+ 5/8" 'TYPE-X' GYP. 50. HAT CHANNEL im 24" cc DECK SOFFIT - EXPOSED H.T.FRAMING •' =,_. ---- 'l-I� 'I • �`�• r=—T _.__ C 5/8" ,TYPE-X' GYP BD - - - , - -.i - - - - - - - (FINISHED w/NO SUSP CEILING) FINISH - — , ED GYP. 5D. CEILING = -- -�'• _ '. I .`l I , ., : i U SUSP CEILING WHERE SHOWN ON PLAN q N • _ + ' A! a ++++++++++++++++++++ GYP FURR DN OR SOFFIT 1V1'-9"aff TYP U.N.O. ST -�_=== ++,*+ +***++ , . , • I v; T� Base layer 5/8 type X gypsum wallboard applied at right angles to +++++++++ + + + + + MAINTAIN 1 HR FIRE RESISTANT FLOOR/ 3005' + + + + �; „ + + + + + + + + + + either 2x10 wood Joists or 9-1/2 deep wood I-Joists 24 or with 1-I/4 + + + + + + + + + + ROOF/CEILING ASSEMBLY A50VE SUSP.CLG. -- ++ ++ +++++++ +++++"+ + �•I �� U type 'W' drywall screws 12" cc. Second layer 5/8" type 'X' gypsum wallboard I I I I + + + + + + + Con1-4 o applied at right angles to Joists or I-Joists with 2' type 'W' drywall screws SUSPENDED LAY-IN CEILING 2x4 TILE ( ' + ' + + + ' ' + + + u " u itl +++++I + + +++++++_. ° 322 2: M -� IZ cc. Second layer Joints offset 24 from base layer Joints. Third layer 8-0 dfF.UNA. I • •i+ + + +++++++ + + _-- a 5/8" t e 'X' sum wallboard a Ifed at right ht an les to joists or I--joists IF * * * - yp gyp pp g 9 J J TILE: EQ TO ARMSTRONG SECOND LOOK I I + + + + + Q 1 I I -� with 2-1/2 type W drywall screws 12 cc. Third layer Joints offset 12 from I I I c •1'r ( iHF2 F _- + + + • 'M- _ _ [� ;o second layer joints. Hat-shaped rigid furring channels 24" cc applied at v v v v v ` �' P _ _ _ _ _ - - - - ___._.__ 9 —I -- — N right angles to Joists or I-Joists over third layer with two 2-1/2" long type v v v v v SUSPENDED VINYL LAY-IN CEILING 2x4 T - - - "" -- ++++ ++++++ .._.__.._..... eS eS eS _........._._..... I T �r „ v v v v v TILE 6 8'-0" AFF. U.N.O. (SEE SECTIONS) n •' -- +++ +++++ W drywall screws at each Joist or 1-Joist. Face layer 5/8 type X gypsum wallboard applied at right angles to Furring channels with 1-1/8 type S '- -Tq i + + + + ... i'� N O p drywall screws 12 cc. Wood joists or I-Joists supporting 3/4 T t G edge „ " � ; EXTERIOR SOFFIT: CEMENT J J `_'• � —� I .� •�w`� �;�"_ •��,� �?,. � F. plywood applied at right angles to joists or [-joists with Sd Halls 6" cc at PNL SOFFIT BD EXTERIOR SOFFIT C d Joints and 12" at intermediate Joists or I-Jofets. j I I I T 1-Il,4" GROOVES -_.__ - , • _� U n O _ ___ - l _..... - M 1HRFB ONE-HR FIRE BARRIER4 0�4 V.1 Q N N 2HR FB TWO-HR FIRE BARRIER - . :. } r -z :I - .r..__x. E 3 Eti t t;lW C1 E _�ww. .� f : N Q M ' ' MM 2HR FW \. i;;�..:.:r�, x, .__ r� i ::r T r i i- �- ,% F•�•i - - - - TWO-HR FIRE WALL N N SHEET TITLE: E SB SB SMOKE BARRIER THIRD FLOOR RCP 0 o SP SP THIRD FLOOR RCP BUILDING "B" - — — - SMOKE PARTITION i BUILDING B A DRAWN BY: SHEET: A63b SCALE : 1/8" = 1'-0" SDE/JTSKJ tn PROJECT1403 KEY PLAN DATE: A6.3b Cn cell n3 7.11.14 0 s M 11 11.4 11.6 13 21 1.4 1.6 22 o M 000 kin �1 N A I q - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - —T - - - - - - - - - - I - - - q b4 M O 2 2.7 2.9 3 5 O I � rAO5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - A.8 3e • i I I -Cz 3 9 , ......_.... I RA I. 4 , -- I ! • • I L_._...__....�.__.'_......... ! _........... .......i.'......... ...... ... I ; _— • i I I I I • � lL • ! . • ! Il ! I --'---' ----_-'--'- __.--..........._....... r • • • .-l. • • e � I I i i ..-...-..-..__........ ....._—_.__�_.. ..--_..___._.....—.......... ...............�_._: • ' . • — - • ._.. i; .___.............._..___ _ . .' • • • , • • • , �..' _ ..-.._.----_...._.._.........................................._...._ i z:: - ,, A 4cr. A-4cr .....- ! , I ! �I I ., - I 3� ! !. .• - - - - - • + + + + + + # # + ' + + # + + + + + +.+I+++++++++ + + , I I I to + + + + + + + + + -- + + + + + + + + # - •T P TO� + + + + + + + + + i- . ! + + + + + + + + L , + + + + + + + _, ++++&++++ + + + bll + + + + + + + + + 1 +++++++++++ + + + , ! .:_----' - TYP TO'. " ! I # + + ! cn + + t + + + + + -- , r I ! - + + + + + + + + ! -_==_ if I •• ___.4; ++++ ++ +++++++ I . --- -FLOOR U ITS - ! N. ! I W • . - I - - + + + + + + + + - i 1 1 , • 08 1 . . , 60 " LI ,• - i ,• - I • ITV , '• - • dr 3cr . , ; -- 339 = W I •A 3cr _ ' 0 A"3 '334 335 _ _� I .!I ' , 1- : . L • A-2 • : .. I { - I 346• - - ! ! . A-2 I A 2b � G-m I _343 r I • _ I'�+R �B. I �� 093 • _ •• ` ++++##+++ ++++++, ' ' _ - n� I 301' 0'13• E ! [� + + + + + + # # # + + I + - -- .... ..• ..�...:. - .:. eon ro —• .._......._�._ ' o o ! _ __-- + + `:d AHI fad 9 ' Hi 9d;sHl 9d NK � + + + + # + + + + + + + + + + + + - 3 • �OS9 It P - R O *+'+*+�`+*+*#* +-�,' • . *+ + YP t P- LR CO + +##++ +++ +CA + t 30�?• ' . !• • . • 3 • I " I ANIIII ++ ®'• + + + 06 +++++++++++++*++ ®' . • • ! + + + + + 3A + + + + + + + + + + E • I, 1 +t + + +W+ + + + + + + , + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + +t+ + + C.6 - - - 4 + + �+ _ _ I + + + ++�+~++ •�+ + - , - Tom,-+ + + +Y — - + +# + + __ # + + + ® + + + + = ' - - ' . = - C.6 firer I i F F: � 1HR FB 1H F rw — +err .es esw ewr rw ar • • - • • reir rw rrw xeer ers i STOR W ,+++++ +,+,+,+, ; ,E i • r . . cn_. 43094 ! . Q # + + + + # +++ +++ �'., rte. i °' _.. _......_ , ........................._._._..._._........ . ._._..._...._ g °. L11 • , _ i T 03 • / i. ' • 3Si •. .• - - '- -- , c -- -:-.--- - •. ti - I �� 342 % ' • A ab • ` 336 • OP FLOOR UITS I • • I. . 63 I • , Y.P g TOP. ' ' __---- •- 1 ti. ' FLOOR UNITS IZ= 3,-i8_ or --- { + + + + + + + ' I.__._ + + + + + + + + + I �' 1 I + + + + + + + + • ! - -- ++++ ++++++�++++ -'-'''' -- A-3cr • L 0-3cr � ++++®+++++++ ++++ . 1 I ++++4 + + + + + + i W + + + + + REVISIONS: + + + + + + + + 333 332 1 +++++++++++ + + + • - + %+++++++++++++ r ! + + + • + + + + + + + + + + + + + + Lo • ! ! I I• I A-4cr ----;--- -__ - --T--- -- ------ ------ -�-:r -T- --- A:4cr• .I . . ! //--� '> ! OR I LJ .! ! •340- .; '_._ I , . , E 1 ' . ! - t— I _ 3 • - 7 1 •, __ .._....•......_._........._._. 14 15 16 18 ! . . . . . . . ,. . . - ........._. • . • - I i A-1 • . A-I • . JAMES Cl VA ON ' 331 330 ' ISE �GLCx ' • I ! I ! I -- I I RAISED Cf I I . ...._.- .i _ I SALEM, ORE N ' 2HR FW 2HR 1 W 2HR FW 2HR F R FW n F; -- E1N 2HR FW 2HR FW '2HR 2HR FW A EXP 6/30/70 b r`1✓ • \? ! •. I E - - - - .............................. -...._........_........_..............._..._.'. . ... - __ ' - - - E a ! • _.-. ' .........._........--... + j�+ + + ' • • - _ u + + + + ! _ _ _... __.� I _ _ _ PROJECT TITLE. F - - - - FI +++*+ +++*+*+ +++++ I 3 I F I ! I I F P 'STAIR, 03.- + + + + + + + + I 3 1` N I I I I I �-�_I• + + + + + + + + + ' - ---- -b t d1 - ¢ r p + + + + + + + + + + + + + + + a _ u �..- y_ i ! :.....r..........0.... ..._.._ -------- 2 2.7 2.9 3 5 I _.'_' __� i; f . _ .. �...' ' I 1 1 1 5 22 RCP FINISHES AND LEGEND cx) FLOOR/CEILING OR ROOF/CEILING TYPE I..- - , , •. — -i' _ .........................,...._....._.._...._................ ... - - - - - d ,-i U N o DECK SOFFIT - EXPOSED H.T.FRAMING 4.1 o RCP PLAN NOTES: UV1 o • ' , , FINISHED GYP. BD.CEILING 1. CENTER CEILING GRID IN SPACE WITH NO BORDER TILES ROOF/FLOOR/CEILING TYPES LESS THAN 6"w,U.N.O. NOTE: REFER TO OTHER RCP SHEETS FOR COMPLETE ASSEMBLY DISCRIPTIONS 'y• • ' - •• 2. CENTER ALL LIGHT FIXTURES IN SPACE AT THE SPACING THIRD FLOOR RCP - p * + * INDICATED, UN.O. �' +++++++++++++++ + + GYP FURR DN OR SOFFIT g�-9 aff TYP UN.O. �� ntn ti # + + # + * MAINTAIN I HR FIRE RESISTANT FLOOR/ 3. MAINTAIN CONTINUOUS FIRE-RESISITIVE MEMBRANE OF 1 1 1 H R ROOF/CLG N + + + + + + + + + + BUILDING + ROORCEILING ASSEMBLY ABOVE SUSP.CLG. RATED HORIZONTAL ASSEMBLIES ABOVE ALL PURR-DOWNS A63c „ Q +++++++++++++++++++ SCALE : 1/8 � 1 -0 4. SUSPENDED LAY-IN CEILING 2x4 TILE REFER TO DETAIL ON LIFE SAFETY PLANS FOR CONSTRUCTION O z -0"aff. UN O. OF GYP. BD. ENCLOSURE AROUND LIGHT FIXTURES WITHIN THE CIO TILE: EQ to ARMSTRONG SECOND LOOK I I 2 1 H R FLR/CLG w/ R C CHANNEL C Z a F" H IWR RATED FLOOR/CEILING/ROOF ASSEMBLY. 0 a � SUSPENDED VINYL LAY-IN CEILING 2x4 (TYP FOR FLR JOISTS w/ 3 1/29 CHORD) .� W ci � � TILE g V-0" AFF. UN.O. (SEE SECTIONS) EXTERIOR SOFFIT: CEMENT cn � � � PNL SoPPit BD xtERIOR SOFFIT: (::3 1 H R FLR/CLG w/2 L Y R S GYP N N t-1-Il, 4" GROOVES FIXTURE KEY (TYP FOR 2x CORRIDOR FLR JOISTS N O o M O' 1HR FB ®® HVAC GRILLES a ESSED GANE55 D OR w/ I-JOISTS LESS THAN 3 1/2'CHORD) B ONE-HR FIRE BARRIER N N ® CENT �"" TRACK w/ LV SPOTS 4 NOT USED SHEET TITLE: 2HR FB TWO-HR FIRE BARRIER SURFACE MT It p FLUORESCENT DECOR CHANDELIER THIRD FLOOR RCP 5 EXTERIOR DECKS AND SOFFITS BUILDING C L 2HR FW STRIP FLUORESCENT • ® DECOR PENDANT A i= - - - - TWO-HR FIRE WALL DRAB BY. SHEET: M O ® EXIT LIGHT O SURFACE-MNT CEILING SDEaTsx► Q SB SB SMOKE BARRIER 6 2 HR FLR/C L G All L- PROJECT C� NOT ALL FIXTURES ARE SHOWN.FIXTURES SHOWN AND 1403 H IDENTIFIED IN SPECIFIC AREAS FOR ARE FOR LOCATION #: sP sP PURPOSES CEILING DESIGN ONLY REFER LIGHTING KEY PLAN A 6.3 c � Q � � � � SMOKE PARTITION �� � AND DATE: a a SCHEDULE FOR ACTUAL FIXTURE TYPES AND QUANTITIES 7.11.14 0 F B M '-"t I .-- M M 241 OIn F-1 M 00 s~ 00 O �o N 5TAIR 12 DN 18 N -., 0 TYP HANDRAILS, PER DTL 20/A7.1 M ri a w RAILS PER DTLS � 3��� ON AI.1 A / •M / O PURR-OUT WALL ' B A � THIRD FLOOR ,o 4 2 oa 30'-0"OR 33'-0" TOP PLATE PER PLAN mmmmMII m m m m m m m m m m m m m m m m 1 O TR TYP HANDRAILS, O STAIR *2 CONSTRUCTION S T A I R *2 WALLS AND CEILING I 3 R � -I�� � PER DtL 20/A7.1 (PER DTL 7/A33i LOW WALL w/ WOOD CAP 12S 2 0 0(O HANDRAIL BOTH SIDES CORR SECOND FLOOR ................_........_._..._._._._......._...................._.............................._....._......_._....._..._._..._......_........................_......... ......_.._..._.........._..... LL � 5 r.y.:: THIRD FLOOR .. 5 IE ., =m ILIll==k lip MA IUSE2 GYP BD CONTINUOUS TO ----------- ------- � � � � m mmmm � � � � � � � � � � � � � � � � � � � � � FLOOR DECK - USE 6x SOLID --------- --_-_ BLOCKING AT LANDING/ ------- == = -- 5'-0" 12'-I0° STRINGER CONNECTIONS /23 � m ; I I -� FURR-OUT WALL ­`................ 47.1 s1r1 Q - 20 SECOND FLOOR F__ I A7., CORR - - --- - � � SIM ! - I FURR-OUT WALL Sr ZI, ........... 1 \� WALL FURR-OUT FOR PLUMBING 24'-0" _.._...._......_........._..._........_......_._._..........._. 18 l 12" AND ELECTRICAL < j 1m' STRINGERS i --- :_ SECOND FLOOR SOFFIT u► ®1 --- __ zzzzzzzzzz (d(d9 yYY _ ._._...._._.___.__._._._._ r— r 1 0 RADIUSED STRINGERS --- _.... - .............. —: 1 , CORR j _ 2 1 __. _. :- :---- 4'-11" I HR FIRE BARRIER p _ /`1 TYP VERTICAL STAIR ENCLOSURE ---- - --- -- �., •tip �� c0 ,� ,; NO MEP PENETRATIONS EXCEPT iYP INAADRWL4, o 1 i THOSE FOR SERVING STAIRS 4ERIDTa ?01/All 8 (I HR FIRE WALL At STAIR . . .) 1 1 1 1 1 1 1 �� �- 1 'i 0'-0" FIRST FLOOR A F a FURR-OUT WALL A F;! 6mm B FIRST FLOOR FIRST FLOOR fr.<, STA f R #1 - M®l�ll�1„I1�1TA� SfiA I R #2, 3, 4, 5, 4 _1 SCALE: 1/4" = 1'-011 VARIES, SEE PLAN SHEAR PANEL PER STRUCTURAL 12" ELEV VENT IN 1 HR WRAP PER MECH DETAILS 4E_�YY 4E_�YY 1u REVISIONS: T_ iu p CLEAR GYP CLEAR GYP 0 Z QADD11 "1 09-22-14 INTERMEDIA WALL - 2x4 (L w -!TL SAFE U r l7 - M u � � `� Q AM 't �r 1u Lu 3 12" u u ULEW +30'-0" TOP fE ® BLDG 'A' imp+33'-m° TOP fE + BLDG 'B' o� \--PURR OUT ADJ. SPACES FOR CORRIDOR WALL 2HR STAIR ENCLOSUREELEC / PLUMB. PER PLAN 48" MIN CLEAR 3 ° TYPICAL WALL FRAMING 1-1/4" MIN. 1-I/2" MAX 1�YY PER NFPA 11�z24„ 0 13 CONT WD RAIL ' SCALE: 1/4" = 1'-0" M=/DR*TD4 PROJECTS/1102 COLO 8PR/PEWIT/Al2-STAIR SEALED WD RETURN Elo ND ' I HANDRAIL to WALL JAMES CLAR ON NO PENETRATIONS w/FRAMING MEMBERS ( � INTO SHAFT WALL 1 i E 1/2"� X5 LAG PERMITTED SCREW ® 16" 0C =� SALEM, OREGON 1 i EXP.6/30/2016 E OF E E E -- --..... ........ I — THIRD FLOOR S 3 I PROJECT TITLE: REFER ALSO TO A9 SHEETS PLUG TO Cq HANDRAIL MATCH FOR ACCESSIBLE HANDRAIL I j REQUIREMENTS Y N t N b ( 2x BLOCKING WALL EA.LAG SCREW i I =I RETURN ALLLENDS I ELEV 01 �` BLOCKING ( i E � E NEWELL POST BEYOND C.7 ' ! E CORR RAIL DETAIL TYPICAL STAIR HANDRAIL +1m'-6" � �p 2x3 SHAPED WD GAP SECOND FLOOR z N SCALE: NTS flit 1 MWSH SALEM 11 O SCALE: NTS m:/draFling/proJects/1044 mwsh Belem It dream/permit/dstails/10800 e U o A� ORNAMENTAL IRONIn Q PICKET- (3)CENTERED + o 8'-8" CLR H015TWAY M ON EACH TREAD ° WD HANDRAIL ON u pJ- j ! 6'-8" MIN.CLR INSIDE METAL BRACKET CONT WD RAIL 18„ S T I R 1 NO ROOF ACCESS MATCHING PICKET I I/4"-1 1/2"a [—+ 0 * I i 3/4° LETTERS 3/g" LETTERS ` DESIGN RETURN ENDS In TO>~ x ?` TO WALL 11i 11" MIN. '-' x ti WD TRIMMED CURB 2 4" t >l (K - s d TREAD CARPETED SE O 7 ti - 1 _� 112 F (CURB AT LOB 0 _ Q L VEL XIT DOWN Q e r �' r °� Q _ _ C:) z 4" OR PER ;i / / G o TO LEVEL 1 a 1 THK BULLNOSE OSB o Q LOCAL COD e ' i ` _ .0'-m" / • �F./ u ►- II" MIN TREAD 1" THK_ BULLNOSE s CARPETED STEPS o v _� / FIRST FLOOR // �'j/ z O FOR EXIT TREAD MOUNt HNDRAIL BRCKt OSB TREAD �'�`/' DISCHARGE 6" TYP o x �� _ TO PICKET - COORD. NAILER 0- lo W �¢ a a WATERPROOFING _ �+ / w/ STEEL PICKET STRINGERS (w/,2x12 STRINGER) `� x �� TERPR NG _ ��/ IV' 1 AND FDN DRAIN an 0 WATER SLOP OR VERSAUAM � 0 2 LETTERS 0 PER DTLS ( __ _ LINE OF STAIR NEWELL PER STRUCTURAL 41 AL REF 25/Ali FOR ' `t POST BEYOND, ' ` Y� BAL OF NOTES,KEYS, 31 4--1" (WALL 6 SIM) ^ Y o AND DIMS Ix WD TRIM SKIRTING -, r: CLR OPNG. Ol STAIR NO. PER ENLAR3ED FLOOR PLANS 5/8" TYPE 'X' GYP. BD. r" 1�� i -- ��,�/� 12" UNDER TREADS OVER FINISHED SPACES oN N °��'/ 6-all ROUGH OPNG. 2 LEVEL NO. PER ENLARGED FLOOR PLANS PICKET BEYOND ( SECTIONS/PLANS FOR SHEET TITLE: O 0 p 3 TEXT TO READ EITHER: `, IREQ'p)SSEMBLY �� & DETAILS RATED STAIR SECTIONS o o A O EXIT DISCHARGE (AT EXIT) STAIR WALL FINISH b SECTION A-A HOISTWAY PLAN EXIT UP t0 LEVEL X FOR EXIT DISCHARGE CD EXIT DOWN TO LEVEL X FOR EXIT DISCHARGE DRAWN BY: SHEET: STAIR EXIT SIGNAGE STAIR CONSTRUCTION LOBBY HANDRAIL STAIR CONSTRUCTION JTSKJ �,��® �, �� I �� L055Y STAIRS T1'P AT STAIR �NCLOSUR�S 24 PROJECT 8: 1 Q 2 „ _ 2 2 SCALE: NTS m=/drafting/pro,�ects/1040 castle rock colorado 2011/parmi!/detalls/10800 stair sign SCALE: P = I'-0" m=/cirarting/pro,�ects/1102 colo spr/permit/detailsAobby stair section SCALE: NTS P=/0901 MwsH SALEM II pREAP SCALE: I° = 1' P=/m90-I MwsN SALEM II AREAM/PEFd'tlt/PEtAILS/06110 ST 1403 A7. 1 �• 1 a SGALE 1/8 - 1 -0 1��A111 7 C Ln DATE: ($ .11.14O Q' i M C'n O M 00 000 FURR DOWN MOISTURE 4 MOLD 1/4" SHIM %' CLADDING, PER ELEVS M TILE t0 CEILING RESISTANT GYP CEILING \ INSTALL FLEX FLASHING AROUND FRAMES I o°CONT SEALANTO i" AROUND DOOR OPENING AUTO DR JAMB LAP WEATHER MEMBRANE PER WINDOW NOTES (SIM) �n CASING OVER MTL DRIP FLASHING, EXISTING STONE VENEER ADHERED \ NO SEALANT ALAN M a w TO MTL LAT/MORTAR WOOD FRAME PLYWOOD WD BLOCKING SUBSTRATE ,'J u, - a DOOR =i<r SIDING q HEA EXTERIOR CLADDING Y `` ............._.....___.___....___-- ---------'__-- - ---- FAC OF WALL BEYO D � 1/2" TILE BACKEt� BD I ' ! " SHIM 1/4" GAP ABv I BUL NOSE TIE TRIM i': 1 a - _ --� i NO SFLASEING ALANT f WATERPROOF � '` E NT --�-•' _ -- --- --- ---- WOOD TRIM t SEALANT �w MARBLE THRESHOLD MEMBRANE -'- _ ". CASING Z FLASHING 1' '3 J SEALANT 4 BACKER ROD. Ll h MAX AFF Iu/ 1/4 BEVEL GLAZED CERAMIC y 4 i I _____ _........._ __._._._..._...__ LAP UNDER WEATHER ( 1' ! WALL TILE _ MEMBRANE 111 t' 2x6 FR WALL DIRECTIONAL O 211x21! TILE COVE BASE TILL WOOD FRAME B 1�M1� -rvr �J J-.J , MUD I SET EXT TRIM I MOTION SENSOR t-TO-PRO. SEE FINISH SCHEDULE (PER ELEV) �1 00 $ ocT q FOR FLOOR FINISH ACCESS COVER CONT SIEALAN�/_ - ° ° AROUND FRAME O UNDER FLASHING ° °< WATERPROOF a " TOP OF UNDERLAY -�PRE5HOL� EXTERIOR HEAD (JAMB SIM) MEMBRANE ° � �SH.00bER pR41N° . "' R ° G _ CONCRETE SLAB TILE SHOWER MOISTURE 4 MOLD RESISTANT GYP INTERIOR DOOR FRAMING HOLLOW METAL FRAME AUTOMATIC DOOR JAMB Z WITHIN 4' OF SHWR w (DL_5CALr= OORAND FURR DOWN 2 3 EXTERIOR WALL 4 EXTERIOR WALL : 11/2 = 1'-0" m./drafting/proJects/1040 castle rock colorado 201LI"mit/detalls/siwr pan SCALE: 3" = 1'-0" M./08DR4UV=10WDDR8/05210 INT DOOR SCALE: 3"=I'-0" P:/0907 MUSH SALEM 11 DREAM/PEWrr/DETAILS/ACRD-08$00 HM MULLION SCALE: 3" = 1'-0" 1044 MWSH SALEM II DREAJM/PEI�MIT/DETAILS/AUTO OR JAMB - O EXTERIOR INT 10 HARDIPLANK OVER EXT. '- APPLIED "TW5 WATER STOPPER" BY BEST BATH SYSTEMS - TAN O SHEATHING. SEE PLANS m OR APPROVED EQUAL 5/8" TYPE 'X' GYP. BD. � ~� � 2 HR FIRE WALL, WALL TYPE E � 11 0 FLEX.FLASHING 19 HEAD 11- LOW-PROFILE NO GYPCRETE AT REFER SLAB CONDITION MAGNETIC HOLD CAULKING JOINT THRESHOLD ROLL-IN SHOWER FOR BALANCE OF NOTES OPEN DEVICE t / 1/4" GAP, NO f F - I`` WOOD CASING = CAUL . o O ... ..... . ..: . 1 WOOD HEAD TRIM 4 YP '�, � O " GYPCR)=tE, l' CAULKING JOINT, TYP. 1/4" SHIM w ,` ry -X TYP FRAMED FLOOR CONSTRUCTION u \ , f°f ER PANEL EXTERIOR DOOR I I 4 " FRAME WIDTH X .. . EXTEND SHAFT LIN 14 TO DOOR FRAME WD-FRAMED FLOORS HARDIPLANK OVER EXT. DOOR 5/8" TYPE 'X' GYP FIRE BLOCK SHEATHING. SEE PLANS HINGE CAULKING JOINT TYP INTERIOR ----'J.. I/8" WOOD CASING LO DOOR FRAME APPLIED MOLDING/ PARTITION `` 1' - `--''' \`� THRESHOLD-TAPERED TYP WATERS PRE-FAB - - _ KING STUDS WOO HEA TRIM 'f .```" J\ 1/4" SHIM EXTRUSION 4112" FRAME - __...... D D J"h MAX AFF w/ 1/4" BEVEL ACCE5515LE—�`J ' CAULKING JOIN?, TYP. ;B JAM (g EXTERIOR). _ LOW-PROFILE SHOWER _ SEE FINISH SCHEDUL _ HOLLOW METAL DOOR FRAME ALUM. THRESHOLD i THRESHOLD BLOCKOUT FOR DRAIN I' FOR FLOOR FINI5H11 _= �; BED IN CAULKING 3/4" GYPCRETE TILE OR CARPET (PER MFR) � � ��� 5 SLAYP METAL FLASHINGYER5 DECK - GYP -RANE (TYPICAL). 1X1 ° . .. .... 3 3 C011CR5TE'SLA�. RA ° SHc�WERaD " .. . h THRESHOLD EXTRUSION SLAB FLOORS DOOR MAX EXTERIOR JAMB (HEAD SIM) G ��-} S O�� 41/2 FRAME (0 INTERIOR) PRE-FAB SHOWER MOISTURE 4 MOLD RESISTANT GYP DOOR RECESS FRAMING HOLLOW METAL FRAME EXTERIOR PATIO DOOR FRAMING AUTOMATIC DOORS FLOOR /THRESHOLD WITHIN 4' of SHIM FRAMING TO CONCEAL DOOR EDGE 2 HOUR FIRE WALL 6 SCALE: 11/2" = 1'-0" m./drafting/proJeees/1040 castle rockeolorado 2011 permlt/doulls/slur pan SCALE: 1" = I'-0" M./OSDR&VW/2W=DRS/05210 RECESSED DOOR SCALE: 3"=1'-0" m./drafting/proJectN1402 aibany/parmit/dstalls/0SW01m mullion lir SCALE: 3" = 1'-0" M:/OSDR4WDUJnI0=0RS/08210 EXT PATIO O SCALE: 3" = 1'-0" M"/08DRCVW/100MTDR6/05100 AUTOMATIC DOOR ADHERED STONE: ON FLEX FLASHING STRETCHABLE SILL FLASHING = = i MORTAR BED IN MTL LATH Prepare sill flashing by cutting HardieWrapr"Flex Flashing at M I (2) LYRS WEATHER MEMBRANE EXTERIOR CLADDING least 12"longer than the width of the rough opening. Install f t, ,, _• ,, l t- ----3" STUCCO 3-COAT, - --- sill flashingb removing the release paper, centerin sill ?. Y 9 P P 9 WEEP SCREED 3 � t wf WEEP SCREED I flashing on sill framing stud and adhering into rough opening. Note: If a water—resistive barrier is to be applied I The back edge of HardieWrapl Flex Flashing should extend to after the window and flashing have already been j MTL FLASHING f' U4" GAP ABY FLASHING the inside edge of sill framing stud and at least 6"up each installed, be sure not to fasten the lower edge 2x8 TRIM 'LINTEL' HEADER-PER NO SEALANT ! EXTERIOR CLADDING jamb framing stud. (Note: Sill flashing should not wrap onto of the flashing so that the water—resistive 1/4" GAP ABv FLASHING STRUCTURAL the inside of wall.) DO NOT STRETCH MATERIAL ALONG THE barrier may be slipped underneath the flashing in HEADER-PER j NO SEALANT Z-FLASHING EMBEDDED SILL OF JAMB. HardieWrapTm Flex Flashing should be applied weather board or shingle lap (top layer 1/4" GAP ABV FLASHING HEADER-PER HEADER-PER over the water-resistive barrier after it has been cut and overlapping bottom layer) fashion. STRUCTURAL , NO SEALANT STRUCTURAL MTL FLASHING Z FLASHING STRUCTURAL IN SEALANT: LAP UNDER 7. set into and around the window rough opening. i � , LAP UNDER WEATHER LAI, UNDER WEATHER i WEATHER MEMBRANE - MEMBRANE STAINED 3 ,12 MEMBRANE w/NO SEALANT I., MTL FLASHING 1/4" GAP ABV FLASHING WINDOW INSTALLATION w w LAP UNDER WEATHER ! PROFILED CASING Before installing the window: (a) apply a continuous bead of ; sealant to the backside (interior) of the window's mounting MEMBRANE CON flange on the outer edge, or (b apply a continuous seal ( AND BTAGKERANT to the rough opening to assure contact with the backside CONT SEALANT CONT SEALANT .i ---. CONT SEALANT ROD (interior) of the windows mounting flange (Do not caulk AROUND FRAME ` AROUND FRAME AROUND FRAME I AROUND FRAMES along bottom.) Install window according to manufacturer's UNDER FLASHING UNDER FLASHING UNDER FLASHING installation procedures. SIDE JAMB FLASHING w GYP BD INSTALL SELF-ADHERED WINDOW GYP BD -- INSTALL SELF-ADHERED WINDOW Ix STAINED GYP BD FLEX FLASHING, SHINGLE STYLE FLEX FLASHING, SHINGLE STYLE INSTALL FLEX FLASHING Apply Flashing along the vertical sides of the opening. Flash over the RETURN RETURN WD RZETURNS RETURN AROUND WINDOW OPENING PPY 9 9Jamb Flashing cD PER DETAILS AND NOTES, PER DETAILS AND NOTES, HEA[ (JAMB SIM) side window mounting flanges. Extend the flashing by a minimum of TH15 SHEET THIS SHEET -TYP PER WINDOW SCHEDULE NOTES 3" beyond the sill flashing already in place and extend the flashing pr a minimum of 3"beyond the top of the opening, so that it Sill Flashing HEAD (JAMB SIM - NO TRIM) HEAD (JAMB SIM} — HEAD (JAMB SIM) projects beyond the head flashing that is to be applied later. INSTALL FLEX FLASHING AROUND WINDOW OPENING REVISIONS: HEAD FLASHING " CONT SEALANT Affix Flashing over the windows mounting flange along the Flap w w AROUND FIZ4MEB PER WINDOW SCHEDULE NOTES , ADDM 0109-22-14 header opening. Be sure to extend the flashing beyond each = j , jamb flashing by 3". Secure flashing in place by applying WINDOW FLEX FLASHING — ER DETAIL SUBMIT CASING PROFILE pressure. Unattach weather barrier flop to and apply over -' P P ( P) PPY — WINDOW FLEX FLASHING l \ 1 FOR APPROVAL �` -- 1 --_•� WINDOW FLEX FLASHING head flashing as shown. Tape all seams and joints. -- I \!• . I r PER DETAIL WINDOW FLASHING SYSTEM PER DETAIL ;I; , PROJEG�ED 5 GGO ; 16 T`I'FICAL INSTALLATION SEQUENCE STUCSILL (PER M R 4 I EXT WD TRIM (WIDTH 2x TRIM (WIDTH 1a1 VARIES-SEE ELEVS) SCALE: NTS M.mRAFrn�ICs/MASTEwO-ITMPROT/1000nRPF/01WO WINDOIUURAP J' i VARIES-SEE ELEVS) S D. P B ED AND 1 3 2"t RECESS IN a - M -.::.. WALL FURROUTir " CONT SEALANT LEV5) #" CONT SEALANT VINYL WINDOW AND BACKER ROD ¢" CONT SEALANT VINYL WINDOW k• AND BACKER ROD � — — — — — _— — — FRAME - TYP VINYL WINDOW � __ CONT SEALANT VINYL WINDOW AROUND FRAMES AROUND FRAMES FRAME - TYP - AROUND FRAMES FRAME - TYP AROUND FRAMES FRAME - TYP INTER. . . ........ ...._ T J/ -�--CSR SILL JAMES CLAR ON MAG H D INTERMEDIATE JAMB OR SILL INS' T JAMB OR SILL INTERMEDIATE JAMB OR SILL I LINE of � CONT SEALANT AND BACKER ROD _ CONT SEALANT CONT SEALANT ._..-_.__._....___..- �._.____ _al.._...._........_.__�_.._ 4 CONT SEALANT - — — SALEM OREGON SMOKE DOOR AROUND FRAMES AROUND FRAMES - EXP.6/3012016 00 IN OPEN ELEV SMOKE DOOR AROUND FRAMES POSITION (SHOWN CLOSED OVER lx PAINTED MDF WINDOW FLEX FLASHING lx PAINTED MDF - WINDOW FLEX FLASHING lx STAINED WD lx PAINTED MDF 4 BACKER ROD SILL w/ 1x3 WD BILL w/ 1x3 WD ,.._... ._._...........__.._..._... SILL w/3 1/2" -...._.__._....... SILL w/ 1x3 WD AROUND FRAMES OF HOISTWAY ENTRANCE) _ PER DETAIL PER DETAIL TYP EXTERIOR WALL tw i TRIM BELOW I:•, a ADHERED STONE SILL TRIM BELOW - CASING •` TRIM BELOW PROJECT TITLE: b yam. l PROJECTED STUCCO I >� L �. I :.. (PER ELEVS) •...,, CONSTRUCTION q I ELEV CONTROLS f .I .�� R ELEV5) tl., r� m STUCCO BILL ESYSTEM OVER y ! II a. I LATH/SCRATCH/MORTAR _.SLOPED 2x BLOCK AND _ EXT WD TRIM I I EXT WD TRIM N 3 611h X 12"L (OPTION: JAMB MINT) 1;,. .' :� . -d RECESSED w/ WEEP SCREED I (PER ELEYB) TYP EXTERIOR WALL I (PER ELEVS) rn � ! POCKET FOR � �" CONI SEALANT -- —�- ----- --- I t CONSTRUCTION I � >~ DOOR AROUND PTAC CASE ' CONT SEALANT Q HARDWARE AROUND PTHC CASE ' -''�-�•-5EALANT I �� O PTAC CASE - ADJUST t0 Jt PER SIDING MFR REQ t5 ^ 0 HEIGHT OF SILL STONE PTHC CASE --- ---------- r-'-'-'- - -'-- --_.-.--_._....._..EXT(=RIOR CLADDING I EXTERIOR 51DING SILL TYP EXTERIOR WALL SILL --- TYP EXTERIOR WALL SII.L SILL CONSTRUCTION CONSTRUCTION H b ELEV SMOKE DOOR EXTERIOR VINYL WINDOW EXTERIOR VINYL WINDOW �$ EXTERIOR PINY WINDOW EXTERIOR VINYL WINDOW ELEVATION 1 AT ADHERED STONE 1 AT STUCCO FOFOUT5 m 19 LuOOD TRIMME ? w� � 2O TYPICAL SCALE: 1/4 - 1'-011 SCALE: 3 - I 0 m:/drafttng/proJsets/1402 albany/permlt/detallshtans ext vinyl window .��'.-`ALE: 3 = 1 -(I� �:/c�r�rttnc�/�.c�r�ci.,;'i!>= c.c.l7 sprJpermtt/cletafislstucco ex: vrny� ul;r;c�o:" tu�> SCAI..E: >'3 = � -��° SCALE: 3" = I'-0" U M./DRAF1rWzPROJEM/1302 PUEBLO CO/FERMIT/DETAILS/ELEV SMOKE DR ELEVATION P:/09t0l MWSH SALEM 11 DREAt,/F'F-RMIT/DETAILS/06630 EXT WINDOW WOOD TRIM P./O901 MWSH SALEM 11 DREAM/PERMIT/DETAILS/08630 EM VINYL WINDOW TYP -pd Nt L N < O a " HEADER-PER 'f FLASHING STRUCTURAL �' (NO SEALANT) ►—+ N ClowTYP EXT. WALL ELEV SHAFT ``+` t f 1/4" GLA5Sl f TRIM PER EXT O (TEMPiF.R. AND INT '/e" GYP ON 2x4 FURRING l WHERE �Q'D) WNWW HEAD (JAMB 81M0 DOOR HEAD(JAMB 8UID ; . ,1 r/ ELEVATIONS �. _ r; GYP BD c6 - Q RETURN _ SEALANT AT =1 U BUTT FRAMES, SEAL w/ CLEAR HEAD (JAMB SIM) TIMELY N SHIM w 0 3'-0" 3'_0'1 PREFINISHED KNOCK AHEAD/JAMB ALUMINUM FRAME > x `� '" lx PAINTED MDF DOWN (K.0)FRAME WMOW INTERMEDIATE JAMB OR 8LL 's cC ol 32 MIN. SILL w/ 1x3 WD 1Z U11 '" BLOCKING ACCE5515LE TRIM BELOW o o o SMOKE SEAL DOOR HARDWARE SUBSILL/FLASHING c� o O ! II PER MFRS --.. � CONT SEALANT i � 06 SMOKE DR, PER SCHED __ _ _ _..._ __._ -.__. ....___ ...-.__ _.....` _.- ! INSTALL - AROUND FRAMES INSTRUCT. SHEET TITLE: E N POCKET DOOR Ix4 WD TRIM RATED ELEYAttOR WALL AND PLAN / SECTION I" MIN At TENANT BATH / CLOSET TYP INTERIOR WALL TYP INTERIOR WALL STANDARD Q HOISTWAY ENTRY FRAME o CONSTRUCTION c DETAILS M EXTERIOR JAMB (HEAD SIM) NOTE: UNDER-CUT DOOR 1-1/2" FOR VENTILATION SILL wwow SILL 9 SILL 3 �" ELEV SMOKE DOOR POCKET DOOR HANDLE DETAIL INTERIOR VINYL WINDOW TIMELY FRAME STOREFRONT MULLION DETAILS SHAWN SHEET: SHAWN t 2 HR (1 HR SIM) 22 23 TYPICAL 24 INTERIOR DOOR OR WINDOW 25 AT EXTERIOR WALL PROJECT SF: • O SCALE: 3"=1'-0" M./pRAFrINCa/QROlECtB/1102 COLO SPR/PEFd tlt/DErAILB/ELEV BhIOKE DR 2 HR SCALE: I" = 1'-0° M./108PECLT/800RREC21/IOemO POCKET DOOR MtWESt SCALE: 3° = I'-0° DETAILS/08690 1Nt VINYL WINDOW TYP SCALE: 11/2" = I'-0" 1044 MWSH SALEM II pREAM/PERMIT/DETAILS/TIhLY FRAME SCALE: 3"=1'-0" P./0901 MUIBH BALEM it DREAM/f'EI�M1t/DETAILB/ACRD-08800 BTOREFROKr MIJI.LION 1403 C ¢ DATE: 42 a a 7.11.14 L �C L M -- M W � <` I O M 00 00 born >. O M 000 '0 rq M V) (� QUARTZ CNTR - SUPPORT CANTILEVER w/ STL FRAME OF 11/2" STL ANGLES AT SIDEWALLS AND J" FLAT STL BARS BETWE AT 24110c A bm 0 � N O KNEE SP eM E 5 MC SERVING CNTR SCALE 1/2 11-011 M:/DRAFTW4/MWJECTS/1403 TIGARDA'ERIMIT/DETAILS/MC SERVNG CNTR COL BEYOND 8" e GRANITE CNTRCAP 2'-0" ON WOOD TRIMMED CURB 21-611 RECESSED ALARM PNLS INTERIOR WALL WD PANELING, ROPE LIGHT 4 WD TRIM PER 24/A82, ON 2x FURRING PLAM CNTR REGPEtAGLE APRON, 6 d GNTR BRACE CENTERED ON a 48" o EA SIDE ALIGN w/ WALL _ ADJACENT 2x4 FRAMED WALL w/ 2x CLOSET COUNTER FURRING, GYP EA SIDE N 2x4 FRAMED WALL N j RETURN WALL AT 6THEATER RM END FO STABILITY TOE SPACE/ BASE THEATER LIGHT COVE 6 SCALE: 1" = 1'-0" 1044 MWSI-I SALEM II DREAM/PER MIT/OETAILSM-EATER SCREEN WALL F ACTIVITY ISLAND COUNTER GRANITE CNTR - SUPPORT CANTILEVERS > 6" w/ 2'-1" 11" 4" FLAT STL BARS AT 24"oc 3'-9" 6 MAX rad(u5 " PLYWD LINER Ix WOOD CAP f STONE CAP GRANITE CNTR - SUPPORT 2x WOOD CAP ( ! _._._._.__.. BASE CANTILEVERS > 6" w/ '--' ---- BEVELED -- --- — I'-11" ARIES w/ CABINET 1i FLAT STL BARS AT 24"oc CURVE BEY 1 u 4 `— I,s" SPACER KNEE SP 1-10 WD PANELING, (PAINT BLAGV WHEREPER 24/A8.2 2xWALL _ SHOWN ON ELEVATION TILE ON ADHERED STONE ON N V, GYP BD MAA7CH O � DETAILS �i BACKER BD 4 FRAMED WALL RD or 100 2x6 FRAMING REVISIONS: EREF SECTION D FOR BAL OF NOTES 4 DIMS QADDM "I 9-22-14 -- mm BISTRO COUNTER _...._..._.__.__ _._......____ GRANITE CNTRCAP ____..� ........._..._ _._. ON WOOD TRIMMED 6° A B PLANTER LOW WALL CURB LOW WALL CAP PLANTER / DIVIDER BISTRO/ACTIVITY CNTR 1011 11/2" = 1'-0" 11 SCALE: P = 1'-0" M:/DRAFTNG/PR0JECT6Al=COLO SPR/PERMIT/DETAILS/PLANTER NT ..._._..._ ._._._._ ._._._._ J _ SCALE: 1/2" = I'-0�':/0907 MwSH SALEM II DREAM/PERmiTvr=TAILS/REcEPTII m:/drafting/projocts/1102 colo spr/permit/detal,s/aead-06200 wood wall cap WD PANELING, PER 24/A82, ON 2x FURRING Ave BASE CABINET PER ELEV 2x4 FRAMED WALL w/ 2x JAMES CLAR ON IX4 WD TRIM FURRING, GYP EA SIDE N ( APRON SALEM, OREGON N ; 1x4 WD TRIM RAIL E STILES - TYP EXP.6/30!1016 TOE SPACE/ '' �' BASE ' \\-1,2" WD PINEL - JOINTS UNDER TRI z PROJECT TITLE: Q RECEPTION DESK SECTIONS N °° 17 Lu SCALE: 1/2" = I'-0" m:/drafting/projacts/1102 colo spr/parmit/detalls/reaaption dasksoctions c 1x6 WD TRIM BASE,(OR AS SCHEDULED) H b CROWN MOULDING CLG FURR DNw/ 1x3 MDF CAP, �, EQ PNL WIDTH �, �, EQ PNL WIDTH �, , EQ PNL WIDTH �, �, EQ PNL WIDTH F PER RCP BUL NOSE r! USING PNL HT DIMENSION, LAYOUT PANEL WIDTHS AND NO. OF SPACES U _ 1 - TO CREATE SQUARE, OR NEAR-SQUARE PANELS. HALF-WIDTH PANELS CAN BE USED AT ENDS WHERE NECESSARY. U ��t WALL FURROUt N ELEY-FULL HT UJALL a ALL CASEWORK IN LIBRARY SHALL BE CONSTRUCTED AND FINISHED Ln 0 1-011 PER AWI PREMIUM GRADE STANDARDS.VERIFY WD SPECIED AND _, ' ( FINISH WITH FINISH SCHEDULE Ix WD TRIM FACE FRAME U OR AS NOTED ON PLAN MAIL BOXES 9 !rte 1x2 WD TRIM CAP O r+ ti - .. ( Ix4 PROFILED N - ADJ. SHELVES: 3' 011 tYP SHELF UNIT MDF PANEL CAP Q 3,�� (42" MAX) Ix4 WD TRIM RAIL CD Z ��_� a VENEER PLYWOOD „F 1 11 ,� p Ca - ' _ U w/ 1x2 WD TRIM BEVELED EDGES --- ; PANELING = , r 2x FRAMING g 1611oc of a 0 BOOK CASE: STUB WALL PER PLAN: 111 _ W MAINTAIN F.R. RATING s PANEL: Sia" VENEER PLl'1U00D g%" GYP BD OVER 2x - - r Q I I AT WALL BEHIND. 1,211 HARDWD PLYWD BODY w/ 1/4" VENEER FRAMING WRAPPED 4;' 1 TYP INTERIOR O PANELING w/ SOLID o Y �. PLYWD BACK TYP SHELF UNIT ;� o IN Ix WD TRIM t END\UNIT i WALL z WD EDGES 3 N I DIVIDER lx8 PROFILED M (USE 1/4" BENDING PLYWD cv O o N o _ — — - MDF BASE f w/ SUITABLE SUBSTRATE co ' ( `'~`` I z FOR CURVED APPLICATIONS) o 1x2 WD' TRIM, -- -- �'� o ( 1x2 WD TRIM 1x2 WD TRIM 2x2 Wa TRIML(1045) j Ix6 WOOD BASE-TYP SHEET TITLE: v T_.. _.... T:...TT__ ,.. TT-. 1x6 WD BASE GYP WALL FURROUT ` 11 (1x4 OVER TOE SPACE OR INTERIOR DETAILS CO `�-= (MATCH ADK PANELING) �. (OR FIN END PANEL 1 O[Ll i PER PLAN) 1 O AS NOTED OTHERWISE) 0 o c N ii END PANEL O � �, ,E SECTION PLAN - ELEYAIN5GOAT SECTION zO DRAWN 13r: SHEET: 777 in Q BUILT-IN SHELVING SHAWN VINGPRIVATE DINING WALL SECTION THRUM IL OX TYPICAL WOOD PANELING Q SECTION AND FLAN '.REM,ANUI=,ACTURED MAIL50X RESER INTERIOR ELEVATIONS PROJECT W 24 A8.2 cn 21 1 2"= 11 22 " " " " SCALE: P = 1'-0" o ects/1040 castle rock colorado 2011 armit/detalls wd anal d SCALE: 1/ 1 0 P:/0901 MWSH SALEM 11 DREAM/PERMIT/DETAILSA IBR4RY SHELvNG SCALE: 1 1/2 = 1 SCALE: 1 = 1 -0 m=/draFling/1xoJects/1102 colo spr/permit/datails/06110 mailbox framing pr /p /typ p ing DATE: /0150 MWSH SOUTH SALEM i0MELM" 7.1 1.14 a D M W r__ in i OM 0000 00 � 0 � , I MAINTAIN 1 HR MAINTAIN 1 NR FIRE-RESISTIVE FIRE-RESISTIVE MEMBRANE ABV FURR DN ASSEMBLY i E E FURR DN PER RCP FURR DN PER RCP - •y 4" CR MOULD I` i i i WD PLYWD PANELING I !: TONE VENEER Q, 2x MDF ! Z MANTLE I I I 4"h DISTRESSED NON-COMB NDN-COMB LIMBER MANTLE Q ZONE. PER ZONE.PER FP.MFR. F.P.MFR i-- �0 ux" CROWN --MOLDINGr -' - - - - rJ E., i I ,d. Ix8 MDF TRIM !' s s E E E I � I � y i 4" CHISELED GRANITE SURROUND ac i 11 El j FIREPLACE BOX i Y i i i i i i FIREPLACE SE ION FIREPLACE SECTION 8 FRONT VIEW 10 MULTIVIEW, CAFE SIM EXC FRONT VIEW SCALE: 1"=1'-0" SCALE: 1"=1'-0" ,j 31 3 1/4" PANELING / _ w I PLAN ABV MANTEL i INLINE OF CROWN �_ __._. __...._ _.._.... .._._.. ._....-. -- -_._. _.� �._. ._. ..._.. ._._._. .......... ........... .... ......... ._�I MOULDING ABY 1'-0a GYP PURR DN ABY - PER RCP '" I r' Al ` � -- f........................................................................i f i..............................._...........................-.............. rill , ------------ ---------------- ----- ------_----------------------- ----------------- ,______ -_ .- c - - _ _ __......_____ . __ _. ___._. E E� E. , i ! 1 4 I �l t / F{{ i �...W III .<1 .............._.................................... f ........................................_.............< .............__—__..........,...._......_._._... ...------- _...._........................... a f I I I! I WD PANELING ........_................... 1....................._._. 1___ ...-.---- 1 ._ __ ....._. I �� ._ L REVISIONS: !___.____- -_._.___._.-_-1 ;_.__._._._.........._......._._..........I 24 wX10 h LEAVEOUT (NOL I - f .......................... STONE)At TV LOCATIONS - - --N -� (/ I�......_...._._.. J L__.___._.._._.. ii 1 i -----_ ...._...... _ _..._._._. __._______.___._........... CENTERED At 12 APF .........-1 1---_._._..__. f I- — — — — — — f _ ._._._.__..__.......... _ � _.___._...... __.----__-- _ E i 7 I 1. I ,OEM ........ t......................................_._._._.... I ... ;_.........--._....___... _._.._—._. .__...-._..._._ = 6"h DISTRESSED TIMBER MANTLE W/ .I. " STRAPS _.__. �__ _ U .. ...._ ___. A% O ..__. _.____ WD PANELING _ _.__ ____._—_ ._.__ ....__._..:_ _ _.___.___ __ ____.__._____ _ _......._r t _. _— _ _ ------ ---------FRI �� JAMES _ ._ _ _ ___ — ---- ----------------------- ._.. l — ....... i I J--- ===-- J CLARY ON t t` 1 _.___... t__._._..___..... -....................... i_._M.. ,r I I I It 41 �_- __._ SALEM OREGON I 1 f: __. I I - � EXP.6/3012016 _ ! I I 1 ---------------- __ ..._ OF 00 _.. �.._. .. , .. ...�_...___ Ix8 MDF PROJECT TITLE: 1 I FLUTED ..............-. ......._._._....... . t_- n I I ................. s....__..w.. ......._...... ........ b r FIREPLACE I � TRIM 1/4° f, _ ..__. VENEER STONE I BEAD _I ADHERED `moi t` Y-4V4" (PP OPENING - VERIFY) i - i t __Ji 3'-4V4 SURROUND OPG I �! MOULD i ..... .... .... _ f 1x8 MDP .... I I __...._.. £_.... O TRIM °° �401 I I WD BASE BEYOND i € i ;� ' ' L�7 I H b FIREPLACE ELEVATION HOSIPTALITY FIREPLACE -(BISTRO SIM) 15 40" FRONT VIEW 19 4011 MULTI VIEW, CAFE SIM, EXC FRONT VIEW F" SCALE: 1"=1'-0" SCALE: 1"=I'-0" U o PER PLAN o U + ,9 0 MAINTAIN 1 HR CONSTRUCTION AT ------------------------------ ------------------- ---------- 0 o FIREPLACE ENCLOSURE: ; V GYP EA SIDE OF 2x FRAMING TYPICAL INTERIOR r - -�- - SAME - OPPOSITE HAND �-. T �- WALL r' / ,'. # �, ... i r //r— �r' �i O ,-+ FIREPLACE ! = M =' - - - - - - - ' '"' 1 (SUPERIOR VFST-2! ; , - U t+ 1 � ',F�```` �' ' SEE-tHRU 40" vE►�tLESS SHOWN) �� ,r STRUCUTURAL COLUMN .!' EXACT LOCATION Q N - I� ! / FIREPLACE: (SUPERIOR VF-6000 R _ - I %I VARIES Z CC1 0 / t VIEW 40" VENTLESS SHOWN) ` N i'.'_ -- _- _ . _ _ _ __. ___....__._ _. j'� � � YY .. .. ._ _ _... _ ... ._ _. ... LL Q z 2x FRAMING IPE MFR CLEA S) , Z, a X-STONE O r��- ---- 2x FRAMING (PER MFR CLEARANC S) -----ti .� I I i CDL WRAPaoi ' ;. 0. 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