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RER2015 - 00033 __ __ �----------- _...................- -.1.1- . I �. 1-..__-'_., �., t_� ,. �� ,� �4 , _ ., . .. . .1-1 ..- - . I I , , . . I I I � � - � . I "I . I : .- . I . . �-, 11 . I. �� . . � - I � . � -- 4". �, , :__ � :. I- _.- I.1. I- - . �, �. ,, I , . 11 I I , , I- .. - - .- .. . - - - I - - - - �- I I I I . I . . . - . � :., , I I I I I I I � . I I 1 I-- I . - . . I I I I I� I . - _. . . . - � . .. - .1 I � I I � .- ,. .,� . �: ,,,, 1 11 I� 17� :,-, . . - . - . . - ,:� � 11 - - I .� I I :_ . I . � I I , ,% - I I - I � . I . . � I I , I I I I .. . I I � �I . , . I I I I I I I I . I � I I I . .I � . I I I I . I I . . � . . . I I � � . I I I I . � I I I I I � I I I I I . . -! I I I I I . � . I . . � � I � . I I � I . . . - . . I I I - I . . . I I - . I I I I . I 11 .- . I 1.. ., � -roll - . I I . I . I . I . � I . I I . . � � . � . . . � I I - . I . . I I - I I I I - .. . - � I . I I � . I I - . �:c \ I I - . . . 11 , I . I � . . 11 I I . I . � I I - 11 I I .. 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I . � �t 11, Z"', 11�,;,i_". - * ; 11;� - i BUILDING/CODE IN I " 1 � . ,�, � _11, �, .Ilf- � W"- "-'k GENERAL NOTES - CONTRACTOR INFORMATION DRAWING INDEX - , � �i ,�, �,z�,-;,,, 11 111��rn ms§g,�vm, ,_'�4 .� I 11101 . � : 10- -, 'a � �i I � ; 311"174 '04 I'M, "" � I . I I � " I I I � I I . p I*'11' �' 1-�' ,e��; I I _-1 J.k i _., , I I I . . . � . . � 1 6 " � I � -1 ��- - . I . ��; ,�, "I'll, , � 111� __, -, pi, ( ____ - . I . ' . I � � I , - .1 - , ,, I .%� , - I I � . � - . ;� 1�-�� , 11 .11-4 " _77, ,._ .1 r "M _1 I_ ;�'.t',-,1,11�?,; I. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, I I . ,� I I I . . ARCHITECTURAL: I . . I . . . � 1. �q,,,-_,,� - M - , -",- � . - � I I .�. - . , , T ,-,_-, I . . . . � 't �".,, ��, I I I I . . . 11 I . � I ---�, - ,,I � I I I I � 1. . . I I I .. . . � I & , I � . I I . ,3 V X__ jr I . . _�_ ;e, -,�i , � � ..- "I --.w MISS 11�1,1�_,�, ;1" , , - ,n,:, - �� . . " - " - "' - , I -, I 0 2"',-- , �,.j ---- n", " . " � - � . 1, . ., I � 11 -1 -, ,-- . . � . . �4;11 , .- . � � I I . � . �,, ,% - , ., "-I.- I. �: .,I"'! V�-�,,Z�4 , 5 , , i 4 � - , ;,�`�` 4 -IN , � CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE OREGON STRUCTURAL SPECIALTY CODE,2014 EDITION - - - "., .. ��,'___,Ii,_�_�'i ., , -4, . -,.. , f ," � .,?� �� � , , �, ,; _ ,", - ,1. . � - _ , o - 'r-r'-;g, _� . - . . I I I . - - .1 . I I � � I � - I �',!, ,,, 11 I " - I � . � . . I . I I , , - . � e 11 . I I . ��',�.�,�� :', _`� -1*- I 11 , � 11�:� I � � - I - I . I . =ltl ,v ;', 11 --1 le�, -i'-.- ,,�_ - ilt"Z'l .. � I � I . . . I . . . , - - _��,,�_2.` . � ", - I . � . . . I T-0 COVER SHEET . I I I . . � 01 ,�, `�� I . . . I I . . . . . I �� �-.1 I � I . I � � I - I � � I � I . . I I � � , - , " "�� N IM , CONSTRUCTION. 7, ,�r - " . I . Al,,,,,,, �..., � �,�.-,r;--, �`,�', ,��-, _V iip .1 . I . . All"Ift � 31 ��, � I � � . I . "', , I . I I � I . . I . ., � "", , - - , .1�:� � I I I CONSTRUCTION TYPE: . I . � V-A I _. . .. I I . . � - � . . . � � " �� - . � I . I I . . , � '. I � � . I . . I ,:;,':"�, _ I . � �m",;�,�,,->,� "", ,� . � I I - � I ;..,_� �; I . : . . � �,_ ,_,", � �,,--, - '. , , I � I I . . . � I � T-1 EGRESS PLAN I . . . . �. . . . � � . .. . ': . 11 TM I 4: __ �, I I � 11 ��.,��:�''I'��,,.:,�,���.,I',�,--�.,�,'��'.- ""', .i�-, � 1 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. .1 (NON-SPRINKLERED) . I � . I . . . I -,,�%�,,,�� , .4, , �� 4 j I 105 ,�I��_l , ____ _ � � . ..,- : � . . - I . . I I �,;,.�;';� ,f 4 .1��:-` p_� �, , e4i",�-_, I , - �,�%�,,,��, I I -- - . , . . I � - ` - I I tl, I _��*��_ - S51 _"_7 �,,Z_, - --I 4o I I I � I . I I � . . I I - . -1, ,:�:� �,�'1'1�i _*� , - I . BUILDING HEIGHT: . .� 1 STORY � I I � I I . . . � I I . I I� I , I.� -� �11_�;i�ft_ 1, , '��11�,_ ��",�� I I I � . I I E , ,� _., tl!�"*:�'� I., _.....i _ , I , , I � I ' _� �� F,�-_;_-�'�- " .. �, - I I � - . . � I I I . . - . . � I � � �,` �,_� _� __ _�,,vll '$7 ift - �, I . � � I I I I � , � , " . . I I . 7" , ,_�, -, _. �A , __,_ 1!!1fw;,:"wi, . . . � � I . � � I", " - *.ot.---� � � . I I ,. , , - . I� I . . I -- I �� , . -.- ". i ,,q V1. . I I . . . � "" - � I _ 1',','��,,_;�, , 1, -1 I.", 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY . . - � T-2 FLOOR PLAN/REFLECTED CEILING - - � i I . �� I ,, . . I . . I I ,�i,' 11 _ �� _ ,. I . . - . � ,�l M �,_ _zl� '� ��;", .� I I . . I . � � . . . � .. . I .1, � , ,� N ,.:..�v - . � I I I . X, . I - I .,:;x - 1� ;,, -1 -,�-,,,�, '_�' I - - . BUILDING OCCUPANCY: . . B I . � . .1 � I 1. I . .1 I � . . � .1 , ____-__� 1111777 -'%J k"l � - � .. � I . . . . . . . - ��,1'1,11��___ .. � , - ' � I .1, ' 'I __ I . BASIS. � I . I � I . . . . I Y" , ,, I "�- _��;�_:, , _; 1_1_� . I � . I I I I � . . � I . . � _ � I I . . . �;._T , _ - .1 - �1_ .1 I I . . I . . � I - � �11 411� , I— , � -;.�,�`. - I -",:" I I � . I I . . . . � - . . . . . I 1� I , - � I � I � . . . . . . - . I . , , , . . 111. ,T� �'4` - __,; __�`�-�' I Z�, I I I . . . T-3 ' DETAILS , . . , �, . I �_..� �; �. , , __ � .. � � . . . , . .,- & - _��'�_, � - - I ,�,�'11,1'_ - Vi =w%-g- -��,�� I ,�il I . . . I - .1 . . - . I . I . I .. � I , . . . . ;,'�, _,,,�,��,-��"-_ ",...'..,-, 11__� '��_.''�'.4 � '19- '.-, '�_,�,_.. , � - . I I . .. .1 .. . I .I . . . . I � I . ...- . . . . . . .. . � � . �� . . . .. .I I - . , I ��-._,',, ," 1. . I I I � . I . . I . . I � 11 - 'Il,�r" li��6.1 ,,'_`�'1'1.1 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES � . . . I . � I .. or, , . . � 244 �I ��Ielll ", --- - - _. , � I . . I I . -,,.,',7�,"�.-_��,a�,�-,-,�,-- IV ,�;., I I � - . . I . . . 1. ;1�k4,,�I,�, -,- 1. I, ,:,F - - _7, -,,_ I *1 I": . OOTA ' . . . . . I . � . � I 1. . . . - . 1 � . . I , -1.�- ,r - . I , - , . . . I , �,-,"�`�,-",!`�� ,_�:;�, .11 �,_. . r" :,� . AND WASH THE INSIDE OF ALL WINDOWS SO THAT THE SPACE IS READY FOR OCCUPANCY FOR TENANT IMPROVEMENT SQUARE GE 4,472 U.S.F. � STRUCTURAL: . . . . I . . - . I �,��.,�.;,? � - , w", 15 . I I I I . . Ankrom "Moisan . . . I . . . ; A, Mw,n -, __ . zfl ,-� V4 _ �_,: I . � . I I I I . � . . I � � . . I � . I I t I � . . . - . . � 1� 71_r _� ��, '71 � -'-I'- ___ . 11 I 1111.;;�,��A , 7- � - � - I- ��.... . .TENANT. - I . - - . I � , , .� -, -?� -.�, IF'�, I . . . . I � _1�,w� ,) .,�,',� "'t, �, I I I . 11 - 's `�_11�_��'.,�_ ,�f .. , ", :7,i,', __`_"_;�� t I I I I - . I I I . , � . -,�,,A771, -1. I - . I . I � � 2 11 . -,� , - :1 ,. . � I I � I I . � I - - I I I � . - p ��,,� �� � I I I I . I . . I - I "I ,�',' t4i*�,I_ 7�_;, � I OCCUPANT LOAD FOR TENANT IMPROVEMENT: 43 1 � � S �. . . - � I I � - I . I �, -- , � . 1.0 COVER SHEET . - . I � � . �� 11 , I . -- - ,� - I I . I - . � - '�� , ,--a--,�6,i,.�z-:% :�,k -1, I � � � I � . I I I - � - I , ... � I I -11 &,--�� �, �, ,��n�_'_,�14Z , e_� . "I I � I . � . � . I I � I I . �- __ - . �, � - � - � ,-, I I I . I _. I � I . . - . 6720 SW MACADAM AVENUE,SUITE 1 00 I . � 11 - , .%pl -, -,*A�, - 11 � , � I I I ,�i, 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS,LABOR,EQUIPMENT AND MATERIALS PROVIDED . - � _ �, � """, ... . . : I _ _ I , � ��`� � � I � � I � -, , � � , . - " - I . i - - - - ,i�,�� 1.'W�.I" . � � � �� , .� , ", ., -�'-w, - I I I - � I . I . � � - � . �1 - - --�- -- - _�'�,� � -0. I � I . 1� - . - � � S2.1 ROOF FRAMING PLAN - I PORTLAND,OR 97219 . � . . - � , , - ,��-, 4� , -- - I . I � � . I . . - -� !-,,.,a, ���ul� ,_ li'�,��', 4, --7,Ar-,"�, I � � I . I � � : �. . �. . 1, �--,, � I � � ,__- � t_'�� � UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR, UPON COMPLETION OF CONTRACT. . � -, I i I f�-�3 v';�,-I- , "1T�7, 1- . � I � . �_, %.]'Ifi_�,'�!-� __ 11 � I - I . � � . .. I . _,,, ,,_�,�-i�� " _,_ . . - � e�;� . I _ � , - , � � � I � I I M � I � � . I � � I �. � � � �, 1, , "`��11"' .1-1 4 Mo � - I I I � I . � .� . I I . � I � T 503-245-71 00 � . � � , 11 ;r -I I � � � � . . � . : ,-, I - - I -� 7�'." -�!" �', � I . I . I nll��__ � _;��_� :,�_ ., MW3N_, ___"� I ., , - r. IWI-1-1 ., , - I . ., ;,* , , __ "N" _- �_�__*--,,- - I 1 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO I . - - � � 1 S3.1 STRUCTURAL DETAILS . � I � � � I . , I � , , �- ,�,��'%�,v�.-,_�,� Ng , W . � I I . - � I � � I .... I - I . � I I , � - � � � . �� ., �, p�_ " , __ �- I � I I - I . . � I , , I - . , "! - �__ ,_ I I I � 11, ,. ,. �, - ��_, I � I - ,.�T - i,N;, � I � - � . "i, � . -I � � ,� �� , _J� �,� -, � I I . I � . I . . I ,,, ;___"� IMPLEMENTATION. �� � - � � I I I � � L . � I �. �� � __ .,;; -- �1_ I I . I . I . . . � � � I � � . .�, � .- � . � . . 117 SOUTH MAIN STREET,SUITE 400 - � � "'', 1�911_1 ---wf --��� , x�i ," I I � � � .� 11 � I . � I� 1i -.., ,;"-,--I 1'�,� ,,;�, - 11 --- � ;tf�� -, w Rk 414 j � . � � I . � . . I . I 11 ,� . . . . � . I . I ,� 11 � I . . � � � - �', "'�,�-� 11 , , , ', -,,,,z , __7 - �� � I � . . � � . - � I � . � -- I � � , . - . . . . . '. I 1 . . . . I . I I I - , - - . - � , , , �4 - I . I , , I ` ,_;;..,..,_r-`.,�`�,',_ . , '��NK f�l �-.�1-1,�-1-��--f-���,'���,�-1-1 � I I SEATTLE,WA 98104 � ;; 7,;;,� ,,J��,-_,,� , ,� ,A, , _,,� "�4_1�_� i:il �_�� 77, . � I 1. . . . I � �', , ,-,T�� Z7 77: . . � I - I . � � . I . . � � . , " . " , * � ; ,��.l � . . . I I . I . - . . " � � I - . � "� . , - ___ , , � - I . . I � . I I � . . . . . � I . I I - . I_ � z�_, ,�3 .�,' � . . I - . ""_!`T;;.� _;4, ',�, ,j_� _1�i_ I � ,. 10� - .111, ," ",---gy"'4- � � I . � I ", ,- Croa � ,.,", " - �_j�,,��,,._ __� 7. ANY SUBCONTRACTOR DESIGNED ITEMS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT . I � I � I I . I I I - . . . . � . - � 1� � ,� SO I � . . . . . I 'N' -,"��',;,��;,f, Vl_� , - 1��W"�`._11'N;'I�� 11 I I . . I I I .. . . . . . . �. I . I- -11 . . - � I � T 206-S76-1600 .. . � � I . . . � I � " ,-. 1.1,11-1--1.-1 I ..." It"_ - -� �� - -v PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK . . � I� I . . . . . � . I. . � 1 . � 11 . - . . .I I I - � . � � . I . E-1 -- "' - �"',,_ ,�,��- ,,��,'' W �,�,�;i��g� . � I �, I. . . . I - 11 -__��, � - � I . � � . - . I �,;�. �."". "' - - -, - , I . �� I . I . . � � � I � I I . . . . I . I I . I . � � 11 . . . . . - , ; .- �!-t7v�z�,,-�:,�z � � . _ � I I I I I I . � � . I - . - � � � �,_�, ,_��i.�:, ..., � . ;V_,_��,2'��_111`kt .. � , . .2p".7�'i�!.,2w 1 1 1 . � . . I I I . I . I I . I . -, Ao � i-11n, �,� "11�1-' I � � I . � � I I � �, ," - . . . . . . � Y' � -��;71 ,,�, �,�� R I I . . I � I . . � F I . . . � I - . . . . I T-, ,- . . . . . I � � � . . , -W, -- I I . . I � I I I . I . . � - I � I I . � . I . I . . 0 ANKROM MOISAN ARCHITECTS,INC . . � � ., , ,"...- ': . . , . 1. jt,�_," .71�___"w . I I . I . I I . , !;�._`,V_�11_1_1t'�` � � . . I . I . . . . � - W.1- , , - , �,' � ,, -- 'i ry'.., 1- � I � � . I I I I . 11.11 __i, �� ,_ _.�� ,t�!,4�<4v:7 , i,�,�1,,,-":Z�1'i;�� �'. I . � I I I � � 'o, :,� I :: :4- 1 � � � I . .1 ��,�-41-4 ,i_ iFl." , �, . . I . . � I . �.,_: .7� �', ,<_ " 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY . I I . I I . . I I . . . - I . . . I I I . � I . � . - . lw _ :��, . I � . . I � .. I .. I—— I �-,;,- ---`�, r _t , � � :,i_I I I . I I � I 11 � I I I . ,. I I . . . . . I I . 11_�; � _w, ,� �� 111" �� =11-1 ft# ... .11 I . THE CONTRACTOR. I � . I I � I 11 - . .. . I . . . . - � I � � � � I I . I I I I . . 11 % I � � - . I �� I I %, - . . � I . � . . . . � . I , -- , , , ow.'43F 11t.�Q�_,_ I .1 I . I I I I I . . . I I I . . . . . I � . I I 'I�11 . - . . . . . I � I � 1, . . I I I I , - J��Jl _,,�'-(',,�,,'_-,'-? ��j�;�, � . � I . I - .. . I �. � � -4; '41 77F , , , 't�. � . . I - . - I ��n`; if,�,,�,,�,�,-"""-, 'A ,,��,','�",� �, - I . I I , I I 4 � ,, ,� ., � ._1 " - _f `-_' �,�-_ I � � I I I . . . I I . . . . . I � .I.-j- q , � V, � . . 1. I � . � . . . . - , - -, _ - � I � I I— I .. . I .. - . � . � � . � , � -1,�, , I �,,.;, ; -- 1�* 1�1 ,1__._1 - I � � � . I I . . - I � 1 . I . � . I � I ,� . . I I � I I I � , ��t: , I , _ , , . a., _:_ �, - - 11 - . .� . 11 1. . 1, , �_ �', � I 1�1_1111��,_�',� 1 9. ALL WORK LISTED,SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED . I � . . I I . I �,,�i. -,5�,�� 1 1 . . . �N, �, ";- �!; A,*:-_*,, �: ��11 ..: �,,,�;� . . I . I I . . I ,, - - ,_i�-�,��-.��- �t ___-, 1 1 . . p-�, �� " � . .- 1. I . .. , �11 I ." , . I . . . I . � . . ': - , 5'1�1 � - _'. �� - � . � � � . I 1� , 1�1 .�- " ON DEFERRED SUBMITTALS - _ , ", I . - . AND INSTALLED BY THE GENERAL CONTRACTOR EXCEPT UNLESS NOTED OTHERWISE. THE . . . - -1 I 1_�� . -r, . - , 11 , . I . . �', 3.xlll , 1- �__- � GENERAL NOTES - CODE INFORMATI � . - 1-114 , - . - . � I � ,,_ - . �-�,�,,, ;� 1,11,114-, - -I , Z- "I I . � , �,.r,�; I - " -� �- ,_.,� GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE THAT ALL `lllllllllllllllllllllllll` .1 I I � Z11" , . . � 1n-,.--, �, �11 �-,: :7,,� ,_., .._.- 'At, .�i �4 ,,��, � . � � � , .1 , , .1 ,. I . , � . I . 11 ;�, , , - ��-IT-1, " 1!i -.-�;�,��i �,:,�,� .- , I I � NUFA URER'S . I . . . I � I "I - ,�_- I 1�.- I , , "I" . �7�-�--'.`,,i� 4 �; t, ;,�I' MA CT . . . ".. I 1��_111 ,_t'_ i-"-- `4 - I .I � 11 �_ , "",�, I-.: _ ", � j,,� - �! ___ ,.� I I SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE TO . � I � � � . . � �!, �,, - L _�_ , - I , 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL . � . � I . . . I i,_,;,�I'll rs;'��--�� , � I'�1- -11, I - ELECTRICAL . . . � I I . - - �_,,_�,J'4,�Ie ,,�i. , I . I I - .. � . . I I�, 1, ',,�-,-i��,,,� -_ _?, ,.��,a,�,, , -'Ik' - I , REQUIREMENTS. I I . � I � .. . . � . . . I . � -- � _'.��, , u-'-�,-�, - �� �,, I I I . . . . I . I I . . � I � � ;, ,L11211" i.�,,�; , . ,; I - �,,.�, ,� v g,4�� . " --- - -- 11 ,,, , � _ _ -p , 1-1 I I � . . � . � ',:7, , _ ,� . I I AT � . . . � le, - 1;_;-, ,,.-_,�-�-; I I , ,,, , _:�:l � ,, �, - SPECIALTY CODE 2014 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS TH , t 7�]Vlt -_I, - �, . 1. . . . . I - - - , , �;�_ ��_ , , , . I . � ,z,!,�� lii,�-_,_ "" __ ,_ I � I I I � . . �� �7Z4, ,�L_ - -, � - � I ��,�,�:__ . 11K�� __ _ ���_�-�:- I I . . . . . . � " -�,�---'� ��7f,l - � _,", � -�, - . I I . . . I . �I I,__-V �, - -,��,�,�, �,?�,,.i, I . � I .. - - ,11 .�� _. __ ..11,w_-'1,i,."'�_!__.. I I I I - I I I . 1.",I --� ." k,I:- .'�__, ,,:��_� ...I"". I . I . g, ;,, _,, ,-- ," , . ,., 1_,,'��,_-f �To_ � ,�',����'a'�. - , _ I � . � � "d_�,;a,� -1 �. ,. _� APPLY. . � �V vj�fl� � , ���.� �,,� _ ?, - . . � i'.17 � �f�,� - I I I . MECHANICAL I I . . .1 �L 1�1`1. �,1, , ii _ i -�c_ ," I . �, - . , , - �,�z;, .- " 4. �' � !,.,_!11--y to" � - �,..�.� __..._.. 1 � '!� "l ,� ,�4�1 I� I I i , ,� , - . , ,_4 o -,�-4,�F,�-,-�V.��'v , . _1�1' ": ,M_.,_. "; i! � �I I . � _ , �;� .l ,. 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROV DE ALL I . � u, �_�,-, '. ��;;;',',� I I -,,- t � � -, - -,�; '' .. ��'. , I I � . .1 . . I � . I k�. �,. 'n-z' - �,,,, , _�-� , . I I - . . � . - �_ �, ;,,,�__�,,.., �?�-'N, ,�,��,:�_, �,;. . . , ,I - , , , ' ' ��'. I I . � . � � � . I I _ I � I � I - I I I' ll I . I . � � . . -- , I_ � � -,,i4 k�,!,_V.�," :- I � . I I � , -- _1� I ,"', ", . . 1. 111:,,_�., ,. �!.� _ a A!":Ilfi - ��, ''', ',_,;, .-, , llt.!",'-',,-4�-.!,��-,`,- ,� . 11 1. . . I . � . I , ,�, 11�-1, - �� I I . . . I I . . . I . . I , . �, I 1 ___`11�_4, - DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONSTRUCTION AND I .1 . - I , I I-if ,�,�_N,I., ;Z I I . I I � I , , � I . . . � I. . w, .. �,�11 I 'il ch-,� , I - I I . 2. , MAINTAIN 100%COVERAGE FROM EXISTING SMOKE& FIRE ALARM SYSTEM PER FIRE MARSHAL 4 I . I I . . . ,� , . . I _ , 1, i __-q, � "", _1i., , . I . I . I I . . . . . I � . I . , -�. '.- ". r - I . � . . . . - o . '--7,17_ . _!�, - I - . '_ . � � ,;�,�,',!.--, . ,I - I I I �. � " � - , , , TL ;;"� '. ::.__,. . I I � . . I � , �,Z�. 1 .. ", . . . . ��,.� -1, : - I PERMITS. PROVIDE THE ARCHITECT WITH ALL DRAWINGS FOR REVIEW OF LOCATIONS PRIOR TO I . . . - A''W.-,*%fff�,�� ;� Aj�,�,�,.,��.._,._,.� , - � .1 - _ � -,.�,_ I I I I � 1 . . I I - . . I � I . . . � � � - 'i-� � .k , DIRECTIVE. . I . I . . . , I. ,-I�;�,_ , I I . I . I . � . I I . .. ` , - _ � _ I - , I I . - . . . .� I . , I �, _ . I U'H.,-�,�,:. , 't - - - . CONSTRUCTION. . . I 11 I I I . I I I I I � . I - .. . I I .. ,� """'t - I ;�� -1 . , ��i,"�,- ��",',.,t ,.g,��.,��,��, � I . . I � I . . I - �, . , �. I " -1 I . I I I . I I I I . .. . , � . � I I . I I . I I . I � I I I I I I I . � - I � I I . � I _� �-,,'_ __:;_:�'74�; , ,,, '!��i , ,�,*"'7��!:�, - � . I I I I ,�-�'I " -, 1 P� , - -, �, , 0 .. , I ,� � - , e '���111 - .1 . I : �,7,,,�, . U. - _:�_ - ". ,,, - .; �i 'IZ4_._�,�In_ . . , � � 11... 11 , __ .1 _,�� "I 'i� . . . . . V, 11 I . _.; ... � - 1, 7�...I ,�,-`-�7-i 'i�� .. �. � I . . SPECIAL INSPECTION REQUIRED � I I . . ,-';4--.--,4__, ,�� � I - - I - I I I I I . I I I . I 0,21ft, - 1�._111 - - 1,177. . , -1-1 i�, I . . . . I . I 11�. ��, _,,�; ' 1111.1, - , i.J_, 11 -1 �__ 3. ALL EMERGENCY LIGHTING,FIRE DETECTORS FIRE ALARM COMMUNICATION DEVICES AND ALL - I . . � . . . I - ki I'll 11 _ � � Y_ � I . . � I - I . . � . I I � . I . . . . . . I - I � I . I. .I . � . 11 11. ALL NEW WALL OUTLETS TO BEAT 16"A.F.F.UNLESS NOTED OTHERWISE. OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY CODES. : . � �. I - 4 of Oragcn Structuml Specialty Code � . I . I I . 1. . I � I I I �� . I I � I � . - Safe . � I . I I I I I . . I � I . � . I I .. I . I I I I I � I 1. . I �, I I I I I . I . I I - I I � I I � I I . - - � I � I . . � � - -- I - -- .1 I j **N I � � I - I 11 I I I - I . I - � - . I . I I I I . - I I I . tir" VICINITY MAP . . . . : . . � . - - - � . . . I � 11 -1. � �- . . I - 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE . � ., � � . �_ C3 Concroui anx!ReirdorckV Stwl . I . I- . � - � . . - � . � . . � I I,� � � I� \,..l SC I ALE:N.T.S. I � � � :, . � I I I I � . - EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS,IN PLAIN VIEW EVERY 3,000 SQUARE I� . I . I I � I � � . I,---,- -- I � � � I � � . . - . � . � � - - . � � : . � I I � . I � I I I . � - FEET OF FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. . I . . I I I � C3-400fts Iraww in corasts � I - �, - . �� � � � � . -. � . � I . I I . - � . �� I � � . � � � � L . - � � I � � I I I � I -� � - � - I . . I � I � . �, � � . - -1 . � � � . . . . � .� I I � __ � � I � I I � � I � - . a . � �, - I I � I I . I � I � I I ____ . I 11 I I � I I C) ,"clitl Moffw*ResmdfV Comehi Fm". - � . . . .. I � � � . I . __ I � I I I � � - I I I I . . 1 5. - PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED' , I � I - � I . - � � � � 11 . � � . 1. � � 11 11 � �� I � . � . � -11 - -. I �I �.1 1. . .. I � . I � I E"- I 1. I . . - I I � , � I � � . � I AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. . - � I . � I I I I I - . I: C3 pAilI SbW&prasbwaV StW Taqdor*, .I I . . . . . - . - I - � I . � . - , I I I I � I . I 1 . . . . . . .. . I -I,,-__ .1 I � � I I 1 .� � I � . I . . I . � . I . I .� . . I I I � . - . . . � . . I � . � . I - I � � I . . I � . 4 � � r - I . I � . � r . . . I � . . .� . . . - I I � I . ;;;;,1. : I I .. . . . � . I - . . 11 I � - � r. ,� . . I . . E3 striaundw-en . I � � � . . . .. . . � r r � . � ,. � � . . . � r . I I: . � . - . I . �� .. � . � . 1- r . . . . r 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING I I r . - � I . . r . � . � � I � r r I . . � . . . � � � � � � . . r. � . � ., � . . � .r I . I � � . . r r I r- . . .. I . . . . . : . . I . . . . . . . � � . . . . . . � I . 4 rr I c I . r . . . � � r . r r TERNATIONAL FIRE CODE. . . � r �� . - r r . . .. . . . � � . . . . I I I .. .. . I �� . . . . I ,,,,, � r CODE,AND THE IN r. � . .[3 H4�.we=-914 SiAtIng r . , . I r . , . I � . � . I � � . . � � . � . I r - . .� I I rr . r r . r . r � � . . . . �. � . I r . . � I \ I . . . I r I . I . I I . , r I � . .� � . . 1 . . � � � � I . . . . . -1. . � I r I . . � � � r � ,*r � . . r I - � . . - . . �. I v____v . . I . . . . . I � I . . . . �. � � I -. r r. . rr .�,. .r I . ... r.. . � . r. �. I - � . . . . . r . I - .'.r I . . . - �� . . - . r ,�� '. � . . � � . I . I . � I r I I ., . I 1 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL - , I . . . . . . - : r �I I r . r I r 1: � - -19 Ma=ry � . . . I � . � I I I r , � � r I I � . .. r r . r, . . C3 &= . . . 1 . I . I . , I r r r I� I . % � . �, . ..�. . r. - . � r � . . .1 . I .r I� � r I � . . . . . � . . � I � - � r . I . r � ,� . r . r r .r .. . . . L '. I - � � � r � . .. . r - .. . . . I . I r . . I � � I . � r r r . . . I . . I I r r � . � � r r . r SPECIALTY CODE 2014 EDITION,SECTIONS 1006 AND 1 01 1 r . �. � . r I I � r r . . . . . .3 r r .. . I , � � I . .1 . � r r . � r r . . . � . . I r � . . . I r I r - P*,I=ed af,xin COTMO I � � . . . �� , . .�. . .. . . . : � I r I I I � . I . . 1 . I - r � � . . r I I . . I I " . r .. .� . 11 � r� . . . . .d b, . � 11 r � � I r . r . - . . I r � . . . �� I 1. . I I r I � � r I r . . r � 1 . .r I _. .. . ..I - . . . . . . I I . . . . I . . .� ,. .. � . � � I I . I . i : � . � I . . . . � r . I � : I . . . . . . I .. .. . . . r I I . . � 11 . . . � � I Sn -mmots FA � . . . - . - . � ,� I .. r I . � � I I . � I .1 I I - � I I 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING " r . rr . 1 . .C3 ft,k.I C, ��. r .. I I . . . � . �. . r . ... .. . - 1. � I . r I r . r r . . - r I I r . I I r r I � - .. I . . . I � 1 �I . . . . . . .:, I . . .. I . � I I I%,. 11 . r � . .. . r r . . . ... � . . . I � . . . , . . I � . . � . . .. � . . . . . I � r � . I . . r r I WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING AND WALLS REQUIRING PROTECTED . I r r . I � . r � . . . . . . . %. . .. . . . � I. I . . r . . . . � r . I � I I I I I I . r .._ . I . I . I _. . .. . :. I I I . . I I . . I I . I r r I I r I . I � . r .� 1 . . .1,;- .. -Re& ."Ma!an&'3 � . � . � I I . I I . . . . - � .. r... . r I r I r I I �r r I . I . . � I I � I I I CT . r, I - 11� I . _. . AXWFInii V. I r . � I I 1. r . - �� :. �, � 1.I r � � r I �____b I I � - . . . .. 11 . . � I I . ,r . I . . I OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SE ION 716 . . �� . I ,r r r�. - . I - . . .. .. .. r . . . � 1 � . .� . - .. . . � . � 1 . I .1 r ,I . � I I I I I . . I r , .. . . . - . .. . . �� I � I . 1 � . . . il . . � . � I . . I � I I ,r . 1 . . � I r '' I r I I OF THE OREGON STRUCTURAL SPECIALTY CODE 2014 EDITION. � I I . 1 -1 Ir I � I rr I r _ . - I . � . . . . .1 � - � � . ., 1.1.11 � . . . .� . . .. - �, I - � r . . r I... r . . . . I r r I � � . . I . � I r I . . . C3 P*,A Ddled Pion;SM Caiss"I . . . . ...... . : - 1. . . .. .� , I I I . " I - . . I - . . I I � I I I . � � � 1. I I I I . r . . . I . . I . d I I - I . � I . . .. � . � � 1 - � . . . . . . . 1. - , 11 I r � � I r � � � I r . . r . . .. � . . . . . . , . , r I . I . . . r � � I I I . . � I - � 1. . I , , . I � . " . � I . . , . . r . I I I I 11 � I r . I .1 � r I I . . I I . 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L 51:11�1 N' RAPID TECHNOLOGIES FIRE DAMAGE REPAIR 4_ r�,`N ') 7 . ,r- - Jlc�� I 1153;��' ��� FA I ;�, I I '. 'I �r' r ,r, , r � , r v 0"," Ig", �OR-, "I _ �_ _111. ___� 'r ki 4" ffi�i I, _ I , � I I - � 4 1 1 � _j&* L L L L I I L r rr N . L L L . r r . � 11 IL . I , L r . � . . . . . - I I . I . . . I. . 1L . . . 1L ... . . . . .. . . LL . , . . 0 T _ .r rr . . . 1 - L I . . Ir . . 11 - . - . I . � .. a._ . . r . L, r r . ;_ L L I L I L L L � . - L I, I L 11 �. I I . I L .I . . . L - L' . -1 rL, .L L.. L . . I . . . . . .. � � . AS N TED 11 L r r L L . r Ir I I r . . r I � .r r . . I I r . . L .: L r L L I I . . � . . . . . I z :� L �, . 1. . . I - . - . . . . . L I LL I . I . L I . L I L . . . . L L L I L . I I . L r r r - . I . . r . r r . I I I . . I 1. I .. I . . .r. L. . L r .. . .. I L . .1 . . . I � o r I . . I I . L L L Lr I . I r . I . L I L L L L I r I r - I I . . . . . . . . I I I LL, I...r r r , r ... . . . . r . L L L . r . . . I . . - L . I r . I I . . I . . r � . r . . 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L I I r - _.- - - -------- - - __ -____ - - -__ ____ - - __ -.------- -- .1.......---. -..-- - - - - - - - OD A% n" o. wu ct' PORMAND, OREGON 1 Na 4288 �o OF EFC TM aooM f RM 1172 12 i �l ty Ankrom Moisan 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 T 503-245-7100 117 SOUTH MAIN STREET,SUITE 400 J SEATTLE,WA 98104 T 206-576-1600 x140 �l NIT D5 1 100 D6 ©ANKROM MOISAN ARCHITECTS,INC., 1 1°° B R MSf RM«C ROOM SF RMO C 207 2 1286 13 ,00 ° B 1 ,00 B NO WORK 94 1 R«MSf RM CCC • 1 100 B �� II,�-'�t�� NO WORK - ROOM SF RAI«C • 190 2 1 100 B ROOMSF RM«C 94 1 1 100 B ROCf v RM«C 112 1 FEC 1 100 B ROOM F RM ROOM f RM«C ROOM 5F RM«C 184 2 180 2 129 1 aooM sf RM«c 1 100 B 1100 B 1 100 B 174 2 1100 B ' 0.00M Sf Rhl OCC 127 , 1 100 B Lu Z Lu EGRESS PLAN u (!1 Z) W Z Z W > w EXITING SUMMARY EGRESS PLAN NOTES m o ° m _ � o 1.COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3) V) clW Z THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL J GROUPS OTHER THAN H-1, H-2 AND H-3, SHALL NOT BE MORE THEN 75 FEET. TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. J > U, 0U, > W COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 24'-6" 0N Z d ~ EGRESS PLAN LEGEND = _m �_ Q N 2 ITDISTANCE EXITSTS SHALL (SECTION ' BE SO LOCATED ON EACH THAT THE MAXIMUM O I� LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE m ~ 0) ROOM Sf _ POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL 200 2 ROOM SUMMARY TARGET AND UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED i 100 B 200 FEET. (SEE TABLE 1016.1) COMPLIANCE:MAXIMUM TRAVEL DISTANCE- 33'-0" PATH OF EGRESS ILLUMINATION-MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS REVISION DATE REASON FOR ISSUE THAN , FOOT-CANDLE (11 LUX)AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED (SECTION 1015.1) MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE EMERGENCY POWER PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50, SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THEAN 90 MINUTES ANS (SEE TABLE 1015.1) SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON SITE GENERATOR. w COMPLIANCE: EXIT DOORS REQUIRED 1 THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH Q 2014 O.S.S.C. SECTION 2702, PER 2014 O.S.S.C. SECTION 1006 COMPLIANCE:EXIT DOORS PROVIDED- 2 0 4. TWO EXITS OR EXIT ACCESS DOORWAYS. (SECTION 10,5.2.1) EXIT LIGHT AC WITH BATTERY BACK-UP DIRECTIONAL ARROW EGRESS PLAN = THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS UNITS WHERE LINE OF SIGHT TO NEAREST EXIT IS OBSCURED. U DOORWAYS SHALL NOT BE LESS THEN ONE-HALF OF THE LENGTH OF THE u, ~ MAXIMUM OVERALL DIMENSION DIMENSION OF THE AREA SERVED. a FE FIRE EXTINGUISHER oi COMPLIANCE: MAXIMUM SEPARATION REQUIRED- 40'-10" p COMPLIANCE: MAXIMUM SEPARATION PROVIDED- 72'-9" G? FIRE EXTINGUISHER CABINET O FEC MV O ^J li 1 m ow PERMIT SET r Z ® EXISTING 1 -HR SEPARATION EXISTING WALL TO REMAIN z DATE PROJECT MANAGER V in m 06.22.15 SO Z j O PROJECT NUMBER SHEET NUMBER o� 056294 SCALE T� 1 a AS NOTED D ARC' FLOOR PLAN GENERAL NOTES nm Q. wu v 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING-STANDARDS UNLESS OTHERWISE NOTED. l • No. 4268 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWINGS AT •T?i� �� COMPLETION OF CONSTRUCTION. OF O 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER AWCI STANDARDS. APPLY A DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT"OR _ EQUIV.)PRIOR TO FINAL FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. 4. REPLACED DAMAGED AND OR MISSING INSULATION AT PERIMETER AND UNDERSIDE OF B EEC (i!+ ® ROOF. TAA 41 u' REFLECTED CEILING PLAN GENERAL NOTES Ankrom MOisan 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. Lo-j 6720 SW MACADAM AVENUE,SUITE 100 2. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED PORTLAND,OR 97219 OTHERWISE. T 503-245-7100 3. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/DRAWING AT 117 SOUTH MAIN STREET,SUITE 400 COMPLETION OF CONSTRUCTION. SEATTLE,WA 98104 T 206-576-1600 co UNIT D5 - L AIT D6 4. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. 0ANKROM MOISAN ARCHITECTS,INC. ® 5. CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT 4 REQUIRED TO HAVE LATERAL FORCE BRACING. ® ® 6. THE SUSPENDED CEILING GRID SHALL BE ATTACHED TO TWO ADJACENT WALLS. (SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE d k�, DEEMED TO BE EQUIVALENT TO WALLS.) 7. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET,A SEISMIC SEPARATION JOINT SHALL f ; BE PROVIDED. %V IC7 8. THE MINIMUM MOVEMENT REQUIRED TO BE ACCOMMODATED AT SEISMIC JOINTS IS 3/4 po NR -•„p ® OF AN INCH. (fT fl - r ,fit S f r�, 9. PROVIDE EGRESS LIGHTING AT PATH OF EGRESS AS SHOWN ON 1/T-1 AfF t_S ..., ti.:f L i f O Ct} i� ... 'ie-ti '�:•�:: "` G d - ,_} s ;.5 4 FEC - t j13 -� - BE lltll El 1.. �T �a�wwwwwswwwwwwww�.wwwwwww��a�� la LW z {W V PLAN SYMBOLS cin W Z FLOOR PLAN 2 REFLE TED CEILING PLAN EXISTING WALL Z > W T-2 T-2 118"-1'-0" GLASS RELITE V� z (D KEYNOTE m m O 0 DUPLEX RECEPTACLE z 0 � _ t 4-PLEX RECEPTACLELr) Q L Lj AREA SHOWN ON PLAN GE 200V RECEPTACLE O ul Z p �- VOICE OUTLET w M 0 M ,JQN d VOICE/DATA OUTLET $ mr m E-- 01 SWITCH - - 2'x 4'LAY-IN FIXTURE i Q 2'x 4"CHAIN HUNG FIXTURE REVISION DATE REASON FOR ISSUE t r=-T" SUSPENDED LINEAR LIGHT FIXTURE L------- ® ® ID RECESSED DOWNLIGHT QQ WALL SURFACE MOUNTED THERMOSTAT ui Q JUNCTION BOX u Z GYPSUM BOARD CEILING RECONSTRUCTION _ ® ®� ~ w PLAN p _ __-___ ABBREVIATIONS L__-_ E EXISTING p N NEW R REMOVED RL RELOCATED PERMIT SET a +44" MOUNTING HEIGHT.A.F.F.TO CENTERLINE. u D DEDICATED j z KEY PLAN - B U I L D I N G D DATE PROJECT MANAGER U m 06.22.15 SO Z J PROJECT NUMBER SHEET NUMBER 'a 056294 � 4 SCALE 0'� AS NOTED ........... Tum Q. wu 44" TYP.DOOR OFFSET AT I PERPENDICULAR WALL STRUCTURE TWO FIXTURE HANGING WIRE AT NO.12 GAGE SUPPORT WIRE 44-6000--- - 8 OPPOSITE CORNERS SECURED TO AT 45 0 EACH WAY, 4=7 9B PORTLAND. OREGON 4 STRUCTURE 6 TWO(2)MAIN Na 4268 lz5 8"MAX RUNNER LIGHT COMPRESSION STRUT 9A CLIPS AT OPPOSITE F 3 0 0 CORNERS O/11� 41-0" 4'-0" 2 12 ' I - COMPRESSION POST AT 6'MAX. LATERAL BRACE AT 12'0.C. MAX > 12 FEET O.C.EACH WAY. SWITCH lGRID SYSTEMS REQUIREMENTS: GANG - GRID SYSTEM RATING: HEAVY DUTY. p TM - DESIGN REQUIREMENTS:CEILING MUST BE DESIGNED PER STATE OF OREGON 2007 STRUCTURAL SPECIALTY CODE FOR SEISMIC CATEGORIES D,E,& F,ASCE 7-02 OR-05, El. CISCA RECOMMENDATION FOR SEISMIC ZONES 3&4. INSTALLATION: HANGER WIRE AT 45° CROSS RUNNER, MAIN RUNNERS:4 FEET O.C.,SUPPORTED WITH NO. 12 GA.WIRES AT 4 FEET O.C.(OR FOUR WAYS MAIN RUNNER, Ankrom Moisan NO. 10 GA.WIRES AT 5 FEET O.C.). HANGER ATTACHMENT TO BE DESIGNED TO SUPPORT NOT LESS THAN 200 POUNDS. SAFETY WIRE ATTACHED TO MAIN RUNNER 0 CEILING GRID FIXTURE HOUSING, MAXIMUM RECOMENDED LENGTHS FOR VERTICAL STRUTS 6720 SW MACADAM AVENUE,SUITE 100 0 :EO CROSS RUNNERS: RUNNERS SUPPORTED BY MAIN RUNNERS AND CAPABLE OF CARRYING PORTLAND,OR 97219 Z W WRAPPED AROUND FIXTURE E. Lu DESIGN LOAD WITH DEFLECTION EQUAL TO 1/360 OF ITS SPAN OR LESS. EMT CONDUIT - HANGING WIRE MIN.FOUR T 503-245-7100 :c 0 TIMES.SECURE AT DIAGONAL 1/2"EMT CONDUIT UP TO 5'4 0" v HANGER WIRE SYSTEM TO BEGIN WITHIN 8 INCHES OF PERIMETER WALL. 0 Go 0 3/4"EMTCONDUIT UP TO 7'-8" ir It CORNERS NOT CONTAINING CROSS RUN ER 1"EMTCONDUIT UP TO 91-9" 117 SOUTH MAIN STREET,SUITE 400 It @ GRID LATERAL FORCE BRACING:BEGIN WITHIN 6 FEET OF PERIMETER AND WITHIN 2 MAIN RUNNER LIGHT CLIPS. SEATTLE,WA 98104 co TYPICAL BRACING CONNECTION en INCHES OF CROSS RUNNER INTERSECTION. (A.) FOUR(4)-NO. 12 GA.WIRES SECURED TO METAL STUD T 206-576-1600 MAIN RUNNER AND SPLAYED 90 DEGREES FROM EACH OTHER IN PLAN AT AN ANGLE NOTE: NOT EXCEEDING 45 DEGREES FROM CEILING PLANE.(B.) BRACE AT 12 FEET O.C. EACH REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56LB OR LESS. LIGHT FIXTURES SINGLE 1 5/8"METAL STUD(20 GAUGE) UP TO 12' Q ANKROM MOISAN ARCHITECTS,INC. . WEIGHING MORE THAN 56LB TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE. BACK TO BACK 15/8"METAL STUD(20 GAUGE) UP TO is, FIN.FLOOR WAYSINGLE 2 1/2"METAL STUD(20 GAUGE) UP TO 13'-6" UNDERCUT DOOR AS REQUIRED TO OUTLETSCOMPRESSION STRUT AT EACH LATERAL GRID BRACING LOCATION, STRUT TO BE BACK TO BACK 2 1/2"METAL STUD(25 GAUGE) UP TO 15, CLEAR FLOOR FINISH ADEQUATE TO RESIST VERTICAL FORCE COMPONENT INDUCED BY BRACING WIRES, RECESS MOUNTED SPACED 12 FEET ON CENTER IN BOTH DIRECTIONS.STRUT TO BE COMPATIBLE WITH SUSPENSION SYSTEM. 5 r4 N r2 STD. M OUTING HEIGHT LIGHT FIXTURE SUPPORT GRID LATERAL FORCE BRACING 3/4"=1'-0" 'nSTD MTG HEIGHT O SYSTEM HANGERS MORE THAN 1:6 OUT OF PLUMB, PROVIDE COUNTER SLOPE HANGERS. T-3 N.T.S. TI-RECESS MOUNTED LT FIX SUPPORT T_3 1 1/2"=1'-0" TI GRID LAT BRACING 0 WHERE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE TRAPEZE OR EQUIVALENT DEVICE.TRAPEZE SUSPENSION FOR SPANS EXCEEDING 48 INCHES TO BE MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS. @ 80 EACH HANGER WIRE ANCHOR TO STRUCTURE CAPABLE OF CARRYING 100 POUNDS MINIMUM. LIGHT FIXTURE SUPPORT: DETAIL 13 POP-RIVET URE ANGLE8"MAXSPREADER BAR . A. WITH SUSPENSION SYSTEMS, NO. 12 GA. HANGERS TO BE ATTACHED TO GRID MEMBERS FASTEN IN 12 CLOSURE ANGLE,@ WITHIN 3 INCHES OF EACH CORNER OF EACH FIXTURE-TANDEM FIXTURES MAY USE TO STUDS COMMON WIRES. PERIMT HANGER B. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS.REQUIRE(2)-NO. 12 GA.SLACK WIRES % 4 WIRE, FROM FIXTURE HOUSING TO STRUCTURE ABOVE. C. LIGHT FIXTURES IN EXCESS OF 56 LBS.TO BE SUPPORTED DIRECTLY FROM STRUCTURE MAIN RUNNER, ABOVE,WIRES MUST BE TAUT. 21' % D. LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO GRID SYSTEM.ATTACHMENT DEVICE TO CARRY 100 PERCENT OF LIGHT FIXTURE WEIGHT ACTING IN ANY DIRECTION. 8"MAX INTERIOR PARTITION WALLS EXTENDING TO GRID,THAT DO NOT ALIGN WITH 4-WAY REQUIREMENTS: %0 (NO ATTACHMENT) BRACING OF GRID,MUST HAVE THEIR OWN LATERAL WALL BRACING PER DETAIL 6. -GRID SYSTEM RATING :HEAVY DUTY FASTENER 11 PROVIDE SEISMIC JOINTS WHERE CEILING AREA EXCEEDS 2,500 SQ. FT.OR PROVIDE FULL -CLOSURE ANGLE:2 INCHES TO STUDS _n %4 PERIMUER HANGER HEIGHT PARTITION. DETAIL 4 OR DETAIL 14. IN. % WIRE, 33 I -ATTACH GRID TO CLOSURE ANGLE ON TWO ADJACENT % 2 INCH CLOSURE ANGLE AT PERIMETER OF EACH 2,500 SF SUSPENDED CEILING SYSTEM, WALLS WITH POP RIVETS 2" % % MAIN RUNNER,@ (2)SIDES TO BE ATTACHED TO ADJACENT WALLS, (2)OPPOSITE ADJACENT SIDES TO BE %4 UNATTACHED PER DETAIL 15. -PROVIDE 3/4 INCH CLEARANCE FROM CLOSURE ANGLE TO MAIN RUNNER AT PERIMETER AT UNATTACHED WALLS 13 WHERE SPRINKLER HEADS AND OTHER PENETRATIONS OCCUR, PROVIDE 2 INCH OVERSIZED ESCUTCHEON OR ADAPTERTO ALLOW AT LEAST 1 INCH MOVEMENT IN ALL -SPREADER BARS:PREVENT SPREAD OF MAIN RUNNERS AND HORIZONTAL DIRECTIONS,-OR PROVIDE STANDARD ESCUTCHEON AND PENETRATIONS CROSS RUNNERS AT UNATTACHED CONDITIONS WITH FLEXIBLE HEAD CONNECTION. -LATERAL BRACING -PERIMETER SUPPORT HANGER WIRE TYPICAL 2 " WALL ANGLE TYPICAL 2 " WALL ANGLE z w r 0`� SUSPENDED CEILING NOTES /1'�q (ATTACHED) (UNATTACHED) u 8 Ln \�*�3 N.T.S. TI-SUSPENDED CEIUNG NOTES �-3 3w 1 1.0" TI-TYP WALL ANGLE-ATTACHED-UNATTACHED 3"-11.0" TI-TYP WALL ANGLE-ATTACHED-UNATTACHED ul D Lu z WNOTEUN ATTACHED AT WALLz LLJ : TO STRUCTURE OR —SEISMIC DINT @0 R@ >Ln < HANGER WIRE tA 1. EXPANSION ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA"AC1 93". TYPICAL GRID z 0 2. ADHESIVE ANCHORS MUST COMPLY WITH ICC-ES ACCEPTANCE CRITERIA"AC308". THREE(3)FULL TURNS m o _j 3. POWER ACTUATED FASTENERS(PAF) WITHIN THREE(3)INCH 0 MAXIMUM z a. MUST HAVE CURRENT ICC-ES REPORT z p b. CANNOT BE USED IN TENSION c. REDUNDANCY REQUIRED. MINIMUM 3 PAI's INSTALLED IN ANY APPLICATION. L9 0 U MINIMUM SPACING SHALL BE PER PAF LISTINGLLJ 0 Z C) d. INTERIOR WALLS: MAIN RUNNER 00 = M INCREASE FACTOR OF SAFETY TO 2:1 (50%OF THE LISTED VALUE) u M —1 < N e. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED U m !2 C THIS ALTERNATE METHOD WILL BE REVIEWED IN CONJUNCTION WITH THE V) I— all ADOPTION OF THE 2010 OREGON STRUCTURAL SPECIALTY CODE u 2,500- FASCIA MOLDING < MAX. 4. STATEWIDE ALTERNATE METHOD: 0 SCREW ANCHORS. IN THE ABSENCE OF AN APPROVED[CC-ES REPORT UNDER THE OR SIMILAR,COLOR < _Huj NEW ICC ACCEPTANCE CRITERIA,SCREW ANCHORS MAY BE USED SUBJECT TO THE TO MATCH GRID FOLLOWING: Z a. CONTINUOUS SPECIAL INSPECTIONS ARE REQUIRED Z W REVISION DATE REASON FOR ISSUE b. FOR LEGACY REPORTS APPROVED UNDER THE 1997 UNIFORM BUILDING t; CODE OR 2000 INTERNATIONAL BUILDING CODE;DESIGN SHALL BE BASED ON 50%OF THE VALUE LISTED 0 c. FOR ANCHORS CURRENTLY SUBMITTED TO ICC-ES FOR EVALUATION UNDER THE NEW ICC ACCEPTANCE CRITERIA PER THE 2009 INTERNATIONAL BUILDING POP RIVET TO RID, OP RIVET TO r7.01 9 0-",\ CODE, DESIGN SHALL BE BASED ON 80% OF VALUE STATED IN THE REPORT. A I'��_o 1 COPY OF THE REPORT SHALL BE PROVIDED TO THE JURISDICTION HAVING COLOR TO MATCH GRID,COLOR TO OR 0 AUTHORITY MATCH 0 d. ENGINEERING DESIGN CALCULATIONS MUST BE SUBMITTED ACOUSTICAL CEILING TILE r14 Z e. THIS ALTERNATE METHOD IS APPLICABLE TO PROJECTS SUBMITTED FOR PLANIcVol wREVIEW PRIOR TO MAY 1,2009. w WALL THROUGH CEILING GRID. PARTITION TYPE NOTE: REQUIRED BETWEEN EACH 2,500 SF CEILING AREA OR PROVIDE J TO UNDERSIDE DETAILS E IF A SEISMIC SEPARATION IS REQUIRED,AN APPROVED PROPRIETARY ATTACHED OF GRID DOES a. JOINT MAY BE USED,OR THE GENERIC JOINT DETAILED HERE.THE NOT EFFECT J AMOUNT OF FREE MOVEMENT SHALL BE A MINIMUM OF 314 INCH. 2,500 SF TYPICAL SUSPENDED MAX AREA CEILING SYSTEM PLAN PERMIT SET r,7� GENERAL NOTES 14 GRID SEISMIC JOINT ri"4 utn T-31 1/2"-l'-O" TI-IBC GENERAL NOTES \,�3 3%-V-0" TLCLG SEISMIC"NIT TI TYPICAL SUSPENDED CLG SYS PLAN �-3 N.T.S. < DATE PROJECT MANAGER 06.22.15 SO Z!n >_o j PROJECT NUMBER SHEET NUMBER .. a'r 056294 ui 4SCALE T-3 AS NOTED - I � � I - 11'', I : * � �. . I I I. �, - � � - I - : I I . "I - . I - 1. I I � � I I I . � I � � . � . . I . � I � I I . I .. . I . . . I � � � - . . I : 1. I . � � . I I I . . � . I . I . .. I . I . . � I . . I . �I I I I . . I I . � � I I I I I . I . I - I I � I . I I . . . . I . I I . . . . I I . . I � I . I . � I . I . I I . � I �I q I . I . � . I I . . - I I � . I I . . . I . . I . . I I . I I I I I . . I I I v � . � I . . � � I. . I I I . I � � . I � . � - . I I I � � . � I � � � I I I � I � I - - I - . I I . � � - . I , - -- � I . . � - I . . . . . . . I . I . I . . . I � I . . CA . I I I . I I . I I . I I . I . I . . . . - I I I . � � I I I . . � . I - I . I . . I I II - � I 11 I - 11 . 1 . . I I . . �� I I I . I I - 1. I I I I I . � .11 � . I � . 1 . - I I I . _ �. I . � I � I . I I , .I : .." � . I � . � � I - � I I 4, � I I - � � I I I � l I I I - . . I I I I � - I � � � . I � . .- I � � . ,� I . I � � . , . ' � � . � . � 11 deNEIRAL SIMCTURAL NOTES. I . I . � I . � I I � . . . � � - . . . I �l 1� . I . �� � I r . . � I . . I � I I I I I � I ... � I � . I I � � I . . . I � I . I I � � . I . I � � . . - � . . . � 11 . I � I 1. � '. . � I . -1 I .. I � � � I � � I I . � I I 1 .� . - 1. -1 . � . I . . I . .� I � . � � I � . 11 I . .11, - I I � . ,� :. .1 � I I � . . .. I �� I I I . . I I I . . I .. . ." . .' . . ' ' . % . -1 1. I I . . I 11 . - � 1 . I I � . . � I . . . I . . I I . I � I I . I . . I I . I I I I . I . 11 . . 11 I I . I I . . I .. . . I . . . 1 . . I I . I I ,� - - ' ' . I 1 . i I . . . I . I . I '' . - 1. - I I I I - . 9 I I . I I . . . . .. . I I I � � . . . � � - I I I . . . . . I - I . I , �� ,� . I I � � I - . , I . . �I . I I I � .. I . �. . - . � � . I I � - . � I I � c= RE121111WEPIENTS. � � I � � . . � . � � � I .1 r., � . I .� a � .1 � �l I � � I . I � I - . �. . . . , I . � . . - � � I . I I .I . � . � . 8MCKE _AQ amiclu"L I . . . I - 1 . . .1 . I . . 11 . . - . I - CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2014 OREGON :'AM ir:0 tgz=R5; . I I - I I . � � I � I . I . � . . . � . I . � I � ; - I I I 0 1 � . . . � . . I . . � I . I . I I ALL FIRE DAMAGED FRAMING MATERIALS ARE TO BE REPLACED WITH LIKE SIZE AND KIND . � � � . . :� � I I I I I � . I I . . . - � I . I . . I . . . I . I STRUCTURAL SPECIALTY CODE, REFERENCED HEREAFTER AS 15C. � I . . I I . � I � . 11 l_. I . .. . . . . I . . I . I .. 1. I . I � I . I . I . I I � I I I ZACTORS OPTION, SMOKE OR . - I 1, . I I . . I I , . I . . .. . . I � . - . . I I . .I � ' '. MATERIAL UNLESS OTHERWISE NOTED ON THE DRAWINGS. AT CONTIR I-- �. I � � . . I - 11 I . . . I . . . . I I - I - � � . . � I � I . . � . �I � � � � I . I � � - IN CMTERIA-s � FIRE DAMAGED FRAMING MATERIALS WITH LESS THAN IA&wDEPTH OF CHAR MAY BE SANDED - I . . . . . . . I rn �� 1. .1 . I 1.� . I I � . I I I I I . I . . . . . . . . . I . � . 12ESr- I . � M I I . . .1 .. . ,� . . &4 1. I � � . I � . I I . . I I I , .. I � . . . I . � . DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA Of: THE IDC. IN ADDITION TO AND SEALED. ALL SMOKE AND FIRE DAMAGED ROOF, FLOOR, AND WALL SHEATHING TO E . . I - - L . I . . 6 18 . I. . I. . .1 I .� . I . .. . . I I . . I I I .. . I I .: I I I . . . . . � . � . . . ..THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED . REPLACED WITH LIKE AND KIND MATERIAL UNLESS OTHERWISE NOTED ON THE DRAWINGS. . �'. . . . . . ..I I .. . '. . I . . . . .�I - � I . . � I.. U . -4 . I -, - � 1" . I . I . . . . I � I . .. . . �' 11 . . I . . . . - . � " . . . 1. I � 1.� I 1. I I I .- I . - � . I . I . � � I I I . . I � � � I I . ...1 ��. � � � � - �� �- I �l . I ' ' . - I � � � � .2 , '' , 11 � . I � I � . I I - � �� . . . . I 1 - 1 I � � ; .. I � I .� . . I . I � . � I 1� . � � I . . I PER 15C: � . 1 I . I � � � I � I - ,� . � 1. � I .- � � � . �I�I . . . I I ... .1 ,r . I . . .� �. . . � .I I . I . . I . � I A (n 8 . I ... . � . .I I � I r . .I � - � . . . . I mEc'mmic'AL: . .1 . I I . � (4 . � I I 1. . . I :. � . . . I - .1 . I - . � I . . � . . . . � I .1 I . � . � � . . 1118 1 � . I � . . Ci I I I � I. . � . ". I. I � I I . � I . I I . 116P n I . I . " . � I . .� I I . . I 1. � '. .1. I . I . . �'. . . . . . . . . . 1 I . . - ROOF SNOW LOAD: 25 FSF I I . I I THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, .. _. I I .. � -" 111. . . . 1 � � � . I I t- � I I . I . I . .1 I I I I .'' . � . . . I I � � -LUM5[W.a, FIRE SPRINKLER MACHINERY, AND ASSOCIATED PIPING WITH THE I . � . 1.I � .� � I I. I . . . � . *4 � 9 ol A en - I I . I � . - � . � . I . I I . � I I I . I MECHANICAL, f � � - - � I - . � �� . . �. � I � I ��v 0 4A - . - � - � I I I I I BASIC WIND SPEED (3-SEC GUST, ULTIMATE): 120 MPH I STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR . � I .. - �I . ff �> 0 - . � � . � . .1 . I I . I .1 I . I I . I � . I � . 1 .1 . . 0 to;�:$ � - , � . I - . � . � . . � I . I . I . . I . � � .. . - . . I I I .. I I I WIND EXPOSURE: B I I I CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED '_ . . . I ' � - I � . . . . M .9 0 , . . . . I I � . . . � . . . I I . I I I � .1 I I . . . �: C�kn 2 � - .1 . I . � � � . .. I .. . I I . I ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DESIGNED IN ACCORDANCE Or THESE . . .. I I I I . � %-W I - I . I .. I . I I I . � I I I I . - . � � . I - I 11 I . . - ol * W, I � .1 � I . . I . . � � � � I � I � 11 I � . - - � . � . SITE CLASS: D GENERAL NOTES, BY AN ENGINEER REGISTERED IN THE STATE Of: OREGON, AND SHALL BE �� . � .. - ��. I I I � .- � I 11 � � .. I � � I I � I I � . . - . - . . . . I I . I . . � . . � I . . . . � . . � . . . � � I . � . I . I I 11 11 I I � . � �2 bo � I I . - . I . . . I . . I I . SDS z 0.121 1 � I I SU5MITTED .TO THE ARCHITECT/ENGINEER PRIOR TO FA5RICATION. . . � . . I - � I I . I I . . . I . .1 11 � . . � I I �� � . � . . � . � . . . . 1. '' . � I . . . I � I I I I � � I . . I . I 11 . I . __l . t- P eo. fl. I . . � . . I I I . � I I I I I . I . I . - I . I I . � . . I I I � . . I I I I . I 11 . . . . . I � . � I I I . . I . . . - - . I I .. . . . . - . . . I " � � I .. ,� I . . .11 - . I � . I I � . I . . � . I � . � $500 PSF (ASSUMED). 0 - . I I I I . � I � � .� - � \ I . I I . I- � . I � . � I I I . - � I . ALLOWABLE SOIL BEARING PRESSURE; 1, PLA.AW.s AND W,4TERFR0_QFW.s. � .. � - I I I � � I . - � I I - � � 11 � I - I . 1. I � � . I . . I - - 11 � . . . � I �. . .� . I I I . . I . I . I . . 11 � I . �� . � . I I I � I I . � : . '' I . . I ,� . . I . . � ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE -I . . . I I . I . . I I . I . . I . I I . . I . . � I. . .. �. . I . I ... I � . I . 1. I 11 I - � 11 . � 1 . i' ' . 11 . . . I I I EXISTM CONDITIONS-. . � I � I � I PLANS. I I I I I . . I I � . . .. . I I . I I . . . . I I I I - � I . � I . . I I I . � . I , . I . . . . . � I I � I � I . I I . . � . . I .1 I . . . � . I I . I " I I 1. . I . I . I I I I I . I . 1. I I I . . I . I . - . I I . I � I � I � I . � I . . I I . I . 11 I 1. .. I � I . I I � . I . . . . I I � . I I I I I � . I . . . THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND . I � I . � I . I . .. �1. I I . . . � I I I � � I I I � I . 11 � I I. � . I I - � � ELEVATIONS. THE CONTRACTOR -SHALL NOTIFY THE ARCHITECT/ENGINEER Of: ANY STESUC111RAL OEZERVATIONS- . � �� I 1. . . . -� � - . I I '. � ' ' 1. �. .� . . . . . . . I I IN . - � . I . I . I � I . � I I � : . .I ". I . I� . I �. . I . . I I I � . I � I . I I . . . 1 . � . I . . . � . I I . � I . I . I I I . - - 1. � I I . I � DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE . STRUCTURAL 05SERVATIONS BY THE ENGINEER OF RECORD OR AN APPOINTED . 1. - . 11 , I - I I . . . . � . I � � I . I . . I . . I' ll � I 11 - I I I I . . , I I � I . � WORK. I I I I I -REPRESENTATIVE SHALL BE REQUIRED AT THE FOLLOWING TIMES DURING CONSTftCTION: . �11 � . I I � ... I I . � I I I . . . 16,720 � - . I . I . I . . . . . - � � . . I . I � . . . �� I � � � � - � . . I I __TW_9_� . I . � I . � . . � � . � � . . � . I I � � . I � � - �. - � I � 11 � . I � I - . I I I I � I . . � � �11 . . . . I � � I I � . I � I * I � 1. . . - . --1 U_T Q_ .. � I 11 . . . 1, � . � I . . . �. . . I. . � I � I I I I � I � .. I I I I . . � . TEMPORARY C471INVITIONS; I I I AFTER THE WOOD ROOF SHEATHING AND ROOF STRAPPING HAS BEEN INSTALLED, PRIOR To .. I I . .1. � � I � I . ,; . � . I I � ,5, ORIECON I I I I . . I . � � . . I I . . . I . . . I I I I I �l I THE CONTRACTOR SHALL BE RESPONS15LE FOR STRUCTURAL STA51LITY OF: THE NEW AND � I COVERING WITH ANY MATERIALS. I . . . . ; . . .1. . . ' 'I . . I VA I . . . I - . . I . I I .. I 1, . .. I v . . .� . � I . . I . � . I . . . .1� I 11 . . � � . .. . . �. . -1. . I ... - . . � I . �' 2 � 11 . . I . . . . . . � I I I I I I I . . I I � I . . EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE . . . . I . - ,� � . � � � : I I I # I . � I . . . I I I . I - . � . . I . I I . � I � . � . . � I - . � I . - � . . I I . � I � � . . � I 1 . - . . . - '' � � . . . I 11 � I � . I I . . .1 � . I . . DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. � 11 THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4)FOUR DAYS PRIOR TO T14E COMPLETION � . . I I .I . I . .. . I �. I . . . �.' . I I ' '. I �l I � I . . . . . I � . I I I . I I . I . I � .111 . � 11, . � � I .� I . I I . � , � I � - I - � . . I � . � �. . � - I . . I . . � . . " . . . . � . . I � � I POINT REQUIRING SITE 05SERVATION. I . I I I I . I . . I I I . I . 11 . . � . I I. � I I � . I I I � I . . . . i - � I . I � I . I � . I I . . . I .. I . I . I . . . I . . I � I . . I . � .. . . . .� . . I � . - . . � . I . I . SUBMITTALS, I � I I � I - � I � I I - .. . I � I � I . - I EXP: 6/30/16 � I . � I . . � I � I I . I - I � I I I . . � � � - - . I . 0 1 � � I I I - � I � � . . , � . � � I I � - � I I - I � ..- SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION NVOECTICN; I � . . . . �I � . . . � . -I- I . � . - � . I � � . I . . I I . . I � . . I I � � � . I . . I I . � I . �� . I I . . I I . I I . I � .. . - � . I AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1104 OF THE IBC AND APPLICABLE - . � I . " . I . I . . . . � . . . . - . I .I . I . 11 . . I, � . I I � I 'll . . � . � � . . � . I � � I . . . � 1. ,� . . I � . I . I . . I . SECTIONS Of: THE PROJECT ISPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED , � I . � . I � I I � I I . I . I I � . � . . . . . ff . � I . I I . I . . . . . I . I I 1, . I I I I � � I - . . . 11 I . I . - � . I . - . . I . I � .1 - . .,� . .� I I . I I � . � . . I I GLUED-LAMINATED BEAMS. - I BY AN INDEPENDENT TESTING LA50RATORY EMPLOYED BY THE OWNER FOR THE AREAS , � - � - I - � I . . - � - � . � - I . . � � - � I � I I � � I . . . . � I . � � � I .. . I . - � � . � � . I � I . � I uj �� � I . . �� � I I . � .- . . 11 . I I � I I I I . . . � '' I . I � I I � . I . � . . . . � � I .. �. .. . � � I � . � � I . � I INDICATED BELOW: � I I I . � .. I : - I � . . I . I . . � . . . . I I I . . � . . . I - I . � . I � .1 � ,� . ". 11 I. ".... I I ' ' I . 11 I . . . . . . . . . - � . I . I I . I � . I . . . - THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN Or- THE STRUCTURAL DRAWINGS, - � I I . I I -_ - , . . I I I . I I . . I . I I . . IF , I I . I I . . . I I � I I . . I . I I . I . f I - � . I . . I . . I I . . I . I . . . I . �� I - . . � .. . . 1 . , . . . I � . I . . - . I . 11 . . . I I . I . . I . . . -1. I � I I - . I - I . ".. I . . - . . . I . . .. , . . I . � 11 . � . � , . . I THEY SHALL BE CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE : A: INSTALLATION Or EPDXY ANCHORS PER ESR-316 I - . � - . . . . � . �. � � � I I - � I . � Z uj , . I � I . I . � I � 1. � . � . - . I . � I . � . . . � I - � - . . I � . 5: INSTALLATION OF SCREW ANCHORS PER ESR-302-i. . I I . I . I . � . . � . > m , ,, � - � � - � SUBMITTED TO THE ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY . I I - . . . � I . � . � 11 . � . . I . I I - . .' I . . . . . I � I . � � I . . . . 1. I I I � . I I . ,� - . . I . . . I . I . � . I � � I I I I . . . . � � I . . . . . � I I � - � . THE ENGINEER. I � . � � I I I � . I .1 - �'l- I . I . . I . � . w . . . . I . - . . . � I I . I . .. . I I . . . : . I. . . I . . .. I . . . . � I . I I I . - . I I� I ... I � I I . . I . . -1. . I . 0 .4 " , I � I . I � . . . . .� � . . I . � I I I I . . I . . I .. I I I I . - . '� � . - � . , . I . .. I . . � I I � I I I THE CONTRACTOR AND SPECIAL INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY I . � I � -11 I I . I 1, �, I � I . I . . . I I I . . . I I . � I I I � . . I . I - . . � � I . I I I . I � I . � - � - I � I - � .� 1-1 - - � . I _ � . r � � - I I . � - I . I DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEM NOT COMPLYING WITH THE PROJECT SPECIFICATIONS ANDIOR APPLICABLE CODES � .1 . - �" � _. . . . I � . � . " . � � � � . I . . . . . . � I .. . � I I . I . - � . , I I . I 1 . �. I . . I I . . . . � - . � I I ..' I I . . . . � . . . I . . . . � . I � � . � . ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A I BEFORE PROCEEDING WITH ANY WORK INVOLVING THAT ITEM. THE ENGINEER OF RECORD WILL, I I . - . . I I � . . . . I I . r , � . I � . � � I . I I . . . . I ' I . . - . . � . I . � ....� . . - I I . . I . . �.. . . � . . I I . I � I . . . I I I . 1 . . STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO .REVIEW THE ITEM AND DETERMINE ACCEPTABILITY. IF WORK INVOLVING THAT ITEM PROCEEDS . . I I I I . .I . . I(1) d) (P . I . � � I . � � I .1 �'.� � . I � . I I . . I - . I � I . � I :, THE ARCHITECT/ENGINEER OF RECORD PRIOR TO FABRICATION. DESIGN SHALL BE BASED ON WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD THEN THE WOR!K WILL BE CONSIDERED , .I I � .. I � I � I I . � � (f) n .� - - � � � � � � . � . � � - I . . . ,� . . . . . � . . .I . I . � . . I � I � . THE REQUIREMENTS Or THE 15C. - - . I NON-COMPLIANT. � , - I � - . � : 1. I � I �:_ I - . I - 1. I .. � I . . '' .I I . . I . I . . . � ff , 11 � . . . . . . � I I . � I I I I . . . 11 � . I . . . .1 "I . � � . . I � I . . . I . I � . . �� � I . . I . . � � I . . I I .1. � . I . . I . . I . I . I I � I 1. . . . . � I . I . . ' 1 . - I . . I ,�� . .11 I . .. . I I ". . . . . 1 I . � . . 'w (D - -- .I 1.I . . . I .. .. I I. - . 11 - . I . . . I . . 11 . . . . . . I . . . � I . . I I . I . � I . � , � � - . 1 I I I .1. . . � I . � . I . I I� . � -1 . ,� � I I I' ll ., .. ''. . ' . 4 I., . - I . . 1. . . �- . - I . . . I . I - .7 E I � - . . I : I I. . . . ' '. . I . . . I � I I- . I I I I . I . I I PROVIDE NO MORE THAN THREE COPIES OF ANY SUBMITTAL TO THE ENGINEER FOR REVIEW. I - � . I .� I I I - 11: '' . ' . I � I - I 1. I � .. � � 11 I_� - � � . � � . � I I . I I � .� I � � I � - � � . � � - . � . - I . I I � . I . - - I . . 11 � . . I I . � � . . . I � I � . . I �� . . . � () . . .I � � . � I � . . � .. ... I . � .._ . . . � � . I . . THESE COPIES WILL BE REVIEWED AND ANY NECE55ARY CORRECTIONS/COMMENTS WILL BE � I I . . I . . � I - I I . - .� � .1 . �I��'1. . . . . � � I . . . I. � . . . � i - . � . . . 11 .- 111. . .I . . 1---. ..' .: . . . b . . I � . I .I I � I I �. . I � .. - I.. � I �1. .1 I . I I - . I - � I'�. 11 .. .. . . . . . I . . . I . . I . I I � . I . . I . . . - . � . . . . . . ' I � . . � I . . I NOTED ON EACH COPY. THE ENGINEER WILL RETAIN ONE COPY AND RETURN THE OTHER TWO . . � . 11 . - ,� I . . I � I I I � I . �' .. . I I . I . . . . . ' I I � 1. . I � I . I I . . . .PP,OJr=CT �TEAM: I . . . I .1 . .. � ql -11 I . 1. I . I . I (j) - 1. I . . I . . � . . . . . . � . . � � . . I. , . I . . �1 . . 11.1 . . I. . 1. I � I I . . . . .' I . z I � . I . - 1, I . ,- I . .. . I . . I . . . . � , I . � .1 . . � .I . � . . I COPIES TO THE ARCHITECT OR CONTRACTOR IT 15 THE RESPONS151LITY OF THE ARCHITECT OR - I . I I . - . . . - .1 . . . - . I . � . . . . . . I � I I ". I . ,� � . . � I - . - . � I I � I I � - � � . � I � . � - �''.. I - � I � I - I . n . Ci I I �� � � . I . I � � � � � � � �. I I . 1 . I I � � ' �. . . � � . CONTRACTOR TO MAKE ANY ADDITIONAL REQUIRED COPIES OF THE MARI<ED UP SUBMITTAL. I . . - "I � "I � I I I 1. I . �� I . � � � � : . I I I I � . - . . I - . 1 . � I ,� .. . . �. . � � , ,� � . I . . . � � � . � . . COTTON - GL05AL DISASTER SOLUTIONS I . I . . ��I .1 . . I 1 . � � . . . . I ' . . I . � I I . I � . . .. . . 1 . . I I . . . I . � . I � � . . . - I � � . . � I �_ I :" � I . .11 . I � I I � . . . I . . I . I - � . � . . I I I � I I I � I . . . 1. 11 I � I. . �", I I . I � I I .I �. .. I . .. . In . I� . . . I . I . . � I I .. . . . I � . . . . I � � 1 5310 NW 35TH TERRACE, STE 113 . � I �. . . .1 . . I I . I . . . . : . v I . I I . . I I I . . 11 I .. � . I . I NON-STRUCTURAL DEFERRED SUBMITTALS SUCH AS ARCHITECTURAL, MECHANICAL, SPRINKLER, � . ., I .. . .'I � I I : I . 11 . . . . I I . . I I .. .1 .. I .. . � I . I I . . I . I . . . .11 . � (s) � . . . . I . . . 11 . . . . . . I I FT. LAUDERDALE, FL 333Oc3 . � � � � - � I . - I I I � . � - I I � � . . - . � � � I I - . I � � � � I . , I - . . . - - I � . � I � I . . I . . . � I � � I . . - I . � _. I . I . .. I � AND FIRE ALARMS SHALL BE PER THE PROGRAM OUTLINED ON THE ARCHITECTURAL DRAWINGS. �I VO I . I . . . I I . � . . I I � I I � .1 I I I I I I . � .. I . . � I I . �. � . I � I � � . � � I � . ICE: 811-511-2'Z62 . . � � . . . (j) � . . I . � .. I . � � I . � . . . I I I . . I I .1 . - . � I � � I I I . I . I . I � I 1� I . I . .. . I I . . . . � I I I . I . I . . . I . I I " I - � I I � I . . � . I . . I � I I 1. I'll . . I . . I . I . I I I � I CONTACT PERSON: SHANE CAREY I ' I . I I I . � . . . I . .. . I : . I . . I . � . . I I I I . I � . I I . . I - � . - I . - . I .� . . � . I . I . . I . . I . � . . I . 11 . . I I I - I . . Cd2H=TE A=SSMIES: I . I . I . I I . . . . -1 . - �1 . . . . � � . I � . . . � . 1 � I I I I 11 I I 1. I � I - . . � I I I ''I . � - . .11., I'll I' ll, � I . �� � � �. I �. . I I - 1 . . I I . . I � � . . 1 . I I CONCRETE SCREW ANCHORS SHALL BE "HILTI KWIK HUS-EZ"OR ENGINEER APPROVED I � I . I '' I � � I I � I I I � � . I I - � I� .I I"I � � .� . I I . - I I � - I . I . . . -1 .� . . ��I : I � I . .� . � � � . � I EQUIVALENT. � � I STRUCTURAL ENGINEER I I . . 1. . �. .1 I I I I � . � I .� I .I 1. . �� . . . I 1. �. . I . , � � � . . . . -1 ED �- � . . ., � ,� . . . . � . � I . . . . - I � � I 11 � I . . , " I I - . 1 . � . I � 11 . . . . I . I I. . . .. I I I .. 1 . I I . . . . I � I . I ' '. I I . I �1�1 T.M. RIPFEY CONSULTING ENGINEERS � I . I - . -1 . I I . I I I . � . I . I � I . I . I _. - � I I I . . . . � I. . . I � . - I . I . . � I . I I . I I I I . , I . � _. I 1650 ISW 5EvELANo STREET, SUITE 100 . I . . . . I . ''I I .� . - I I . I I � 0 (�) .� . . .. �. . � I I . . 1. . . . � I � . . I ., I I ' ' . . . - . � . I . .1 . I . I � I . I I . . SHALL BE INSTALLED WITH "HILTI HIT-HY 200" EPDXY OR I . . � I � I - . I . . . . I . . ' I ,� - . . I I . - . : . I I � . I CONCRETE EPDXY ANCHORS . � TIGARD OREGON c31223 � I � I . � . I � . - � I . I I . � � . I I . . I I � . 11 I I � I� . � , � � . �. 11 . - - I I . . I � � � � � � ENGINEER APPROVED EQUIVALENT. I I � I � I � � . I � .. I I 11 . . � I . . . - , � . I �l � � . . . � � I I I . . � . 1 - .1 . . I - I . VOICE: 503-443-3'500 FAX: 503-443-3100 1 . I I . 11 � - . . - - - . �. I . . . . � . . . . � . I . . I I I . � ., I I I I . . I . . I � . � 11 . . I . I � . . . I . . . . . I I I � . . I .. I . � .. I � - . 1 . I . I . I . . . I . I . . . � � . � I I I . . '' I I . � I I - . CONTACT PER-SON: RALPH TURN5AUGW I . I I . I. I I . . . I � ' . . .1 0 . � . .. 1�I . . I . I I � . I - I . . . 11.1 11 .11 . I I . . . I METALS'. . � . I I I .. I I I I . ' ' I I . I I . 1 . I- " . . .. I - I I -. .. .'� . . . . . . � - I 1. . - . �. . . I . - EMAIL: . RTURNBAUGH,NTMRIPPEY.COM I I . I I I . I I - " � . I �. ��I I � � . I I - . . � . I . � � I I - ALL BOLTS: ASTM A301 UNLESS NOTED OTHERWISE. I . � . . � � I � I ,� I . �. � . I I I I . � I (D I � � 1. I I I I I . . � - . I I . � � I 1, I � � � I I . . I . I I - - � I � . I .I �. � � . � - I 1. � . . I - � . . . - I � I . I � �. . � . . . I '' . . .1 I .. . . . . - I . 1. I . � . � . . � � I . � . . I I I 11 . I . I . ,� I . I . . � � I I I 111. . � . - 11 . I . . . I I I I . I 1 . .11, � ,� 1. . . . . ._.. I I I .�. . .1 � I . . I I . I I I . . � � � I I I - . I . � . �I . . . - � . . I . . I I , I . � I I . . . I I . � . I . � . I I . - I _ . . . . � I . I . - . . � I . i I - .1. I I � I . . . I.. . . � . I . � CARFSK11W.- I I � I � I � . . . . I . .. li . . � . . � . I I . I I I . I . I r - . I � . . . � . . " .. . I., . - .I . . . � � I I I I I 11, . I � . . I I � . . I . . I I I I . I . 1, . . I I . I . � I . I I . .. I . . 1. .1 - � I I 11 I I . - .S*tW='Wf"L NAfRRATIVE- � . . . . - . ' . - I . . . - I . I . . I . . . - -SPECIFICATION, LATEST EDITION- � � . , � - I . - I I - . . ; � . I � I . 11 - . I " I SAWN LUMBER DESIGN 15 BASED ON THE NATIONAL DESIGN � . I � I I . d) m � I I � � � - I � I I � I I . � � : . � � � . .. I . � � - . � . . . � . � . . �. I I . . I I I ' '. I I � .1 . I �. . . , . . . I I � I . ,� I I . . . . I SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN I I �. I . � . � .. . I I ll�' - . I � . . ; . � . - . . I . . I I I .. I � . 11 . . � I . . I.. . I � . I I �. I . . � 1. ..� " I .. � . 1 . . - �� . . I . I .. I : I - I . . . I . WOOD PRODUCTS ASSOCIATION GRADING RULES- UNLESS NOTED OTHERWISE ALL LUMBER I 1. THE WORK INCLUDED 15 FOR THE REPAIR OF FIRE DAMAGE TO THE ROOF FRAMING . . I . . � , . I I ...I . � I . � I . I . I I � . . . q . . � I . I . I I I . I . � I I I � . � .. . . I . I I � . ... . . I. .. I . � . I I . � I . I I I I . I I . SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 113% AT TIME OF FA5RICATION. ALL WOOD IN LOCATED IN SCHOLLS BUSINESS CENTER.BUILDING V. SEE THE INCLUDED FRAMING PLAN I 1 . 1: . � I . 6 � . I �- . � � . .. � . . I . I . � . . � � I . I I � PERMANENT CONTACT WITH CONCRETE OR CMU, SHALL BE PRESSURE TREATED UNLE55 AN I � FOR EXTENT OF REPAIRS. .. � . I . 11 . . � � � 11 - . I . � . - - � � - w 11 I .��- 1. -- .. . � I . . I I I � � I . .�I � . . '� . I � I I � I � � . � I. . I - I I APPROVED BARRIER IS PROVIDED. GRADE$ ISHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE I I I - � . . . I . ,�. I �' .. ' ' I . - . I I I I I . . � � I 1. I I . . � I_ f- � � . � � , . I . I I I . I . I � I � . . . , I � , . �: ..I I ,� . I � . � . I � . . I .1 . ., . I . I I I . . � I ON THE PLANS- I . � I � . AREA OF WORK. � I .. . 11 . . " . . I ., . . . . .. I . . n -kf) 0) - . � . I . I I . I . �. �' I . I .� I . � . . - . . I . �. . I �.' I I .� �_ I � . . � - I . 11 I I . . I I . . SEE 1/52.1 FOR PLANS . . � . I I 11 I �l : . . ,. I I � - -I . � . ,� . . I . I � m 11 ,. . I I I � � - � � . �. I � I I . . I . . I .I I . . . I . I . I I . . . I . I. . . '. � 11 . � I � . � . .I � . . � - . �. .� m , , I . I � I. � I . . � I . � � I I . �� . I . ,� :I � I .� I - . I . SPECIES 4 GRADE I I DESCRIE31NG REPAIR$. ' I .. . - : - 1. I .- I - . . I . - - � I I I - . I - � . I � 11 �� I � . . - - I I . . . tl-.l I . � . I I I . I . I . I . I . � . . . - I I . . I . . -__ __ - - -____ I I __ - � -------� � - - - I �- - - __ � 1 . . � . . . . I I - . . . . I I . . I . 1 "'44, '_C��t_.e_"�"""" --l-l"11 '._' �" I 11 � I I . . - .. � . . _ ��. . I % �__ ��"";"__ �160"'��_' - ' - U�T _�' . - I � I I "', - .1%16 " " . . . I . . I I . . � "I - "�__' rl"� -"'i_'� ' "I -""�k , - I I riit,' _%) . . . I _"V� �, " V-,;,. ItYll . . . I . . . I . I �� I _Mt _'- - � I . . I I I �" , �i . . - I . I - I 'l I � I � I I I - ,"I. " . 1�171 . . , _'_ _' . �. � I . I . . . . . . I . � I . � . . I I . . I . . POSTS AND BEAMS rox OR LARGER DF. 01 OR BETTER I � lll_i� - � N__.'_l__ _'�F� ' ? .1 �- I ,� ,� �I � �.I . I I . . . . I fvz . � - I I . I LL , � . . I I. - . � I . I I � ; I . I "rgw�-� ___ _'* - - �21'47_ ILI;- ','��' _� I I . � I I � I I I � �'�, -� --- 'I . I � , � . . � . � - � I I ,, , ,�_ _'-&�O - 4 1 . � .I I - I . � - I � I I � � . - ' g gg'' �'�"_1� I . - . -. . I . I . � � � I I . . I . I . � - � I . � I I . . I -- �5_Ul '�_ ';2_ �"'ifi - '4_ - �� . � I . � � I . � : I � I . . � I - � I . . I ' ' _ - . � � �il ; g . � r � . . . . � . � I I . . . I - �_" �..... - I- �I . . . � . . . . I . I I . I X - � �`i . I . . . � . I 1 4 "m �! - . � � � , �'_ I 11 . I . � . _i: " I I I .. t , 4 -, . I I � -4 _ _� I -1,. - , , -1 - ,I � , . . I I I . . I .I . . I . . . � � I . 1, . POSTS AND BEAMS 4x OR SMALLER D.F. 02 OR BETTER - A4 ""' W _'_�_41 En �'K . I . I . I I . . ff . . . . I �0 '��' . I . . .� . � .I � . . � MO 1, � � - I . I I . 1, �, '&_'�' 1149 n ,-" " - I . � � ;��"�� ��-,r'?;j _ I . I . . . . I - 11 ' V 'i . - . � I 1�lw' N4� . . I ' . I -'� , I � I � MN :i , - 01 41 '��15jg� 0:' -'-"'---;�- . . . . . - . . I AIWNI� 11 � . I . . � . I 1�51'li' N n - A, , I . . "-_ -a _2 "I - I I I . . � � I . . . I I - '�'_'�V ;�' , I � . I . I . . I . I . "A -_1A, � -- I . .1 . fli w - � . . �I . . . " � I '. .. �T'v I� I I I � I . I . I I I I __R"" '_'m I I . I . . I I . I . � . . I � ''. .. I �.. � . . � . �l . . 1 . I � . . I I "' " '� _90-i __' I I . I � I - . I - I I . . - I I I I " I - � 1 -4%" � - i- I,", 5� ,,, i . - . . � � I WALL STUDS DF. 02 OR BETTER I - _li�" ;��k��' - I M 4 I -�- I .� . � . . � Rl � MtQ � I I 11 . � � F . � � . . . � � I � I � . I � I I - �� .'r- -�k----- m . � � - . . - . . - � I I . I I � � .�- "�� I I ��' � - i�N,�_'�""'. W I . � I . . . I � !2"�" ,%! ' , - � - - � . � � . . . . . . � I � 1 ggng 'i I - - . . I I . . . . I . I . . . . ',,,,, � . � . .. !:'i.g' It � . . I I I . . �� . � . I . I _ � - � I - I - � I I � � . - I . . . . . I I I . . � . I . I � - � I., ','7k mn sr�l .l. I � 4 . 11 . . � I . I . .I . . �. I I I . I - -DRIED) -�' 1-1 r . . � � . � 11 . I I . . � I PLATES AND SILLS Dr. 03 OR BETTER (KILN '..'_ _'f,-, * i,"' ;_ &� �"% . . � I I .. . - . �'%';� n_�' , ,i� 'g� 1, �'�'�'-, �Z , ,-i-� u ".' �'-j',ggm __I � . � __ 4 �7 - . I I I- ,_" - . . . � I . I . - ;' -R 6�m 0 , �� � �A . I . I . I . � . , i�__ � - ls�� _� " , I I � I I . � i 11 , ,�� � � , - , � � . 11 .� -1 , - - . � . I .1 I I I . � . ;�' &- , -- : 2 , - - . - � . - - � I . - I � . I - __"� � s .k I 1. � I �� I . � . . . I � . . - I �'� "a I � . I . . . � � . . I I I I 'i um �. � I I � I � � I " jv, ,� �: I I . . . . � I . - � - I � "�� _�'m . � � . '� � I I � . - I � ::Pl � I I . I I . � . � I . I I . .. I � I � . � � I I I � BLOCKING � . - I D.F. STANDARD OR BETTER . I - --.f � I � .1 . I I . I., � I.. . . d) I I ''. . . . I ,m""g"o�.......�.-- �' I - J, -,� . 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I � I I I . I 1 nA MW A � - W 6!: U.-I I I . . � . . I --1�'a�v' -_-j � � . � . ' ', I .- � � I . � I . . � I . - I � I I . I - , �-'. __� - �t�'_� �'�I Z.-- - . � � I � 0 1 1 1. W-1- I " � � . � I � 11 . � . I I I -- - I . � t I . � I I - - - -.,-, , - . - I � . � . . . . � I � � . . . � �I � � . .. . . . � R1.11 - - = -_ -'� A- "'t -K . � . . . I � � � . 11 . � . I ! . � - I -4, . . � � .. � � I - . . I I - � 'PED PER MANUFACTURE 'S I E T AN - :-,-,,! I I . I I - . . . I -I a'?,_., � � I M . . � I . %�' v . . . . �" �-.40P . . :"' I I . I � � . ON THE DRAWINGS AND ATTAC R REQU.REM N a D I _r gw'� 'tr'-lo . . . . I I I . . . .. . �I � . � . I I � I I � - P__ _V' '' _01,MNEW '�.' � I I I I . ...- . . I � . � I .- . . . I . . . - i ,------__�M119'1"_Al_ W, ,i_ - I -1 � . . " I . . 1. I , . I I I 1pil - I I �1� T_' I I I 11 I .1 . . - . . I . . . .. � I I. . �, �. �.4-'-ma=01 � a w vl_,"r .! "4 , . . I I I . � . . . I I � lnz " , - 1 . . . . . zERS NOT SHOWN SHALL BE SIM SON HU . I aw - I . . I . .' - . I . I I I . . . � I � � I . . I . RECOMMENDATIONS UNLESS NOTED OTHERWISE. HANC P . I - " ,�,�ll,",---.-,%iiml*;K.���,;,;"� "I't � 1. I I . - . � � � , � ... . I . . . � -'�-2i's- "'4*,glk :_Y�-'- i ww----- _- " �'-' ll__-l' � . 1. . I . - . . I I . I . I . . . I I . I � '' . I . .. . . - !�' �% - -_ , . I . I I . . � � . I . ��. "", - � I I I I � . I - I � . I . . . � Of: SIZE RECOMMENDED FOR MEMBER ALL FRAMING NAILS SHALL BE COMMON NAILS. NO SOX ,g M3 I 'q . "'R,!"� I � � - � - " I t , -, - P � .4 I I " I It;* . . I I � . I . I . � . . . �l I � � - . f-�f "I-- '�i�g�' �_.'�'ll �e yw-mm` - r � � . �I � � �� I - . . . . � 11 �� . I . . � , � . I . I - � I . I . - . . - ; � . I - 1, . � � � . I - - -- I I . . � I . - I I . � � M'� I i . . I . - . � � � E - � � I I I . . - I � I � - . . � . � . � � I . � . . - _'�'��:"'r' .w"pA ,I, 'm� lb 1",1-11 , � . I . � . /_ -1 � I I - D � ,, , � � � - NAILS ALLOWED.. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE TREATE .�_o I . : I � , ". � . . I � -7 k ! "r, __,'_ 'r-1 11 � � � I ,w _-'i"' I . I � . - � . - � '� "I I . I . I . . . . I . I � A- , , - , t I . I I I I . . I . I � ". � . I I . I I ' ^ ' - - 11 .I . 11 . I . I I I I .. . � . � . . . I I . � . I . I . I I I I � � � � , '� � � I I . I . . � . .. I . . .� -, � . .11 . I . . . . - . I *�il-4�*�'��l-;,�f'�-",.,;,��--l",-,�14I 11 `81 , _1'117� - � �'�llwlrll' . . I u I �- I� . � . I I I � . . � . . WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. ALL FASTENERS IN -,' ' ll � . � I � I I I . ,-..--.- "' ` , --- ," --'& � .. , � . I . . . I � I . , _ _ . _- - . I . I . . I . . mm!D1111"? - � . . � � I 4-; `""' !� A 171 a . I I I ,;. . I . � . , . I . . .. I I I � �-fl" "" N"I f 11" �I a - I . I . I 1 61-- 1 1 1. 11 I I I I - I � � . � CONTACT WITH FIRE RETARDENT LUMBER MUST BE HOT-DIPPED GALVANIZED. NAIL CALLOUTS . I I 1- , ,N , I ��: 1 . . � . . - . I I I . I _. I . - . -2 . I 1 . 11 ... � _ .. . . . I - I .-11. I . . � . ,. . I 1� � � I � - 11 I . � � 11 I . . � . � � 52 I'M MINT-AA71, -- I 1� I � I' � . . I I I . . . - - � . 7-7", 1� . . . I . I . . I . . I - i _ I ;- I - a . . I . � . I I , - T tnmwu;�_ I - I I . . . . I -1 . . I ..� I . I � _. . � . ,'� - -�'�'lrf-." ' 3*10 ' W'��_��-'- wmwi� , � . � . . � � I I � � - � - I . . I I I . - � I I I I I � � "I - - __'_f�� �' I. _� - 19 .- --.-- " I -1 : � �� I I I � I �_ I I I I I I. � . - � ��l - - �';;n . I . . I , "' I � . _w� ." ', - I . - I . . - ;"� - t 7 N I� "I-'%__ -- "`9- � . I ' I . I . . - _� -- __# - '� '.. I I � I ,_ ��lllp "ec-'_w ,_ � I . � I - � I - � - I------ �' � , '�c- � I mg. - IL � * � � � - I � � SHALL BE INTERPRETED AS FOLLOWS. i-"- .,, t �' � I � � � , . I . � - I I I I . . I � I 11--i- '. � '' I. , vv- - I I � . . . � I � I I . . . . � . ''. . � � I � . - "'M - - �" - ' , p i'm -�_' ."_""'___ - �' '!�ll I . I � . I . - . I � � . . . � � - � - �"t FF"�"� ��=111.1;11%i_ Z 4�.'. 1'.�L '"_" - - �ff �� I � _r'� 't. - , - I . I . I I . � ,� '', . � . . . . I . . I . . - . - �' I - --� -5 'W" � � , . . . � -� _'Alfl_�'_ - . I . I I , 1�1 SIC? I"I - 3, 11 - : .�:: I - .1 � . . � I � I . n � I . . . I � I � 11 Jw' ;" U4 I t . � � - I . (11 I - � I I .._ alm", - " I - ,"_11 A- � - . 'i , I � . I . ' � ;I�ll,"-t,,�4��"";!:.,�'I��n�t-�,I ;_ , , " '_' ... � . � I I � I � . I . I I IWFIA'W�T I I . � . � . - � I . I . , ' 211M � , - I . . I x ��?- i i -�E", �. � - . I . . - " , , A I 4,"M �� -I I I I : I . . I 11 . . � I . " ' - E �k i�_ , � � I I � . . I � I . . .1 � I I . -R g �', �- _"�' "� �'-o'%g��:!!�_. -_ � 1. . � . . . . I . I ' " - ... A_ 3 � I I I I . 11 � I . I I � I . . I NAIL TYPE I LENGTH DIAMETE . I 5 , 6� ",I - 1, " I I . . . � . I . � . I mi"RN10i , " -1 � I I I I I .1 I I I I 11 I I I I I . - I ".-�' "i ; I . I I � . 11 I I I _. I I . I � . .' . . I I � I I I . � I I . � !� - ;--- , _�_ - �z' Il �"'_;�'-5" - 1 . . m . I I I � I I - � - . . I .1 . . 11 . . � 'VI I t;.-,;: -1 01:k �� _10 , � I . I - . . �"""r-4, _-�"' �,i� i . . . � , -.i,-- 11 � I . . I . . � I . � I . . . I ad 2-1/21, 0.1311, . . - '_7� I -1-11".---a I � - .� I I � I � � � � � , I � : . - . � I-A - _�� I � � � � 'W'I'r,' I - - I � � � . - . I � .� ,.I,�� . I � I� . . - . -- I I -I 11� . I I I � I . I I. I� I � ��I � � I I . .�I � I I � �� lod � .341 OJ48" .� I � � I I . 11 - ", �....4*=_)14_1_v' � . - . � I I I � I . . I - � . � I I � - � I . � � . � . I - I - 1, - . I � . . - . . . I I . I . - . . � I I I *�w Ili lll� I 115 1. � . I . . I . 11 .. I � � . � � I .. I . I I I I I I I . I . . I 111-m-, '.�tc...�', I . ,�. ' 'I I � , I . . . I I . . I I . � �1' . - . � . I .1 . � Irod 3-1/211 1 0.1621, . I �. I !, '�I'. � I I I . I 1. I � I . ..I I . � .11 . I �. . � � I . I .1 . I . I 11 - I I . ' ' I . . I I...11 . . I .. 1, . I � � � � . 11 . 1 I . I I . . I 1 . . I . � "M��'��4 . �. � � I . � " . . . . . I � I . . . I I I 11"W, I I - . I I . 1. I I . . . - � I I I I " I I - I I Kit �� i �' �' I . '' . .. I _ _ � I - � �l I I I � - - -11 ff'- gm� '-'��i-,-_-�"z-- I . � I . I . . I . . I . I . I I 1, I I I . I ��m'_',,:��'. I, . I I I . . I I � I I . ;T'_T" � �... '�� . I I . I � I- I . . . I I � %% I . I I � I I . . . . ,� I I I I . . : 1 7 I� _ �?it �p � - I - I _111 x - i � I � .. . . . � I . I . � - N gpi - � I � '�Z_ , I I - - � . I . . . I I I . . . . I I I I - . � 11 . � � � � I . I . I :,� 'i�r� �'�_�"_� " ��- _-1- , I . �� I - . . � I - . . . � � . � � � I � . . � ,- " I " -4 xpq'r _� -,",�-� - - rl:� I I- I 11 . . . - � . � . I I I . . I � I I � . . � . E , -� I "' I . I . I �. � � , r- . � . . . I ' - -7 i 'I x,�-gm " I I . . � . . � . � I i-45" !�' �� --,t r p� �' �; �-""..";, "._�*"I ,,, -L . I � . I . � �. I . - � '*E4f,� 7�' '�s � � � � � I - . '. � � . I SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT f � PW . . � M I I ___ � . � 7 ", I � � . � I � . I . � I_ - 0 � , --b-Fa� � I - �.i - E' '% . . . �. . . . � � . - . � � I . . STANDARD PS I OR PS 2, OR ARA PRP-110a PERFORMANCE STANDARDS. UNLESS NOTED, 1 A 1� Fll-'lll__ 1"', -- . .. I - I I . � . � � I . � ., I . . I I I I � . . - . 'i. , - - ' __"' ,� - � . I. _. .. "I . . I I � . .1 � . . I . 11 - � I . - I .. . I . . � . � . . � -I, , . I - 11 I I . . I . I . I � : . . 11 . � " . I� . I. . I . . I . . 11 . . � � . � . . . . I . I - - - , - -i , �, --'!'- � gwg I I '; . I I . .PANELS SHALL BE ARA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING , 'I - - ___: P., n , ..", .. " I � . I . . � . . * , "n, wo � . � .. � � I , '?"' '� _ " " " R , � � , , � . I � I . - I �. ,T"11211�"�N_l .j M',----;" ___l_' �f , I �, - I . : I - . . . . � . . . I . I I � I � I . � . . I I . , __ ,'�l".lyl"___'_l . I . I . . . . - I .. � I . . I . . . 11 I . 11 . I- I . � I I I -11-1-111--1 _*� .k m - i -11- _��W-"' . �. .1- - . 11 . I . I I I I . . . �_; 1,4. , I � I � . � I . . �' I ." . I . . . I � . . . I . . - 11 I - __ -------_'_'--' , - a . . I � I . . - � SHOWN ON THE DRAWINGS. INSTALLATION SHALL BE IN CONFORMANCE WITH ARA " ; -�' '�-' _ 1.7'1_--_'!'_'�� �_ � - . - I I - � . . . I . . I � - � IT ft, '471��,._wlk __ r I -_. � � I . � I I ' ' . � . I � -1 , I I. I �l . I I I . . � . � � . . I ' - ' '�' iw - - . . I' ll . I I . I � . I I � � � I . I � I I , "m _4 �' _� �!:_�"v�_� , . . I . .1 . I � . � 4 Al 'i � . - . � I � 1 4 , . . I I � _ . I . . 11 . . . . . � - . I I '' . . . ;:. .� . . ,� I .. . . I . � . .- I . . � v"w 11 � - . .1 I I 1" . g�gi'r, , '-'N"p 1110'�"h1l.- 1'�� ,It . I I . � � �' t � I-- ""'51?�� I . . �� .li .-- 11155,111 �" . I. � - . . � � . I . RECOMMENDATIONS. ALLOW 116" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE Eg &'Wl�_� III-�,11,,-At, -, I--------- - R, _2 �. . I . . � � I I I . . . - I . I , '-'z .1-1,N-1 "2-21- 1-1.4- _v_"`_15, - I . � . � - I I �x " � . I . I . . I . . . � I . I %�J';� -111 -1 . W42�1� 'lq� . �� . . I . ���' -t I '� -"... � I � - . . . I N Z' ��' ; I I I I . . . . . I . I I I I I . . � . . - ,,, I, '' 610# __ , . . . . � . I I. I� . . . . . � I� � . I I . . . . . I . I RECOMMENDED BY THE PANEL MANUFACTURER I . , 11_11�"-M,� , wf'g N 0 "m - 111; : . . I I . I . .1 , . I I . . . . . . . . I I I . I � . I I I . "�,- "M� ,; I . , � , ,, r, ;�M" 11 -. I I . � � ..' . . . . . I I I , � � �I � " , -, � , , �5 � 0 1 . ,. �. i �. . . . I � I . I , i I . I I . . . . I I I ,�� 2"'m 'i 14_1�� - .. . - .1 . I � I . - . � . I I . � . . � . � . _ _�_ _.K �'_ I . . I . I I I � I � �*'� lx� I � 11 - - ,. � I I I f:l gft�_;;-- 1. I I . I �� . . . . 11 . � . . . I I ,,,",*- I '_' i�mmm��L . - . � I I I , -li-&,l -- _ �I � . � - . I I � . I v - in, M I I I I . . I � . I I . v ''� " r- 19 I I lzgm�! , - 1-1 7DIV4 �� . I - 1 4�'_ " -�'_��'-'-'Q- 4�2mitp' E _. I '� . I I I � I i ;�r' , . "n, ___ 7 � � . I - . I : . ""';'�',�%�_" ' - N!, A � I � I I . I , 'm,_i '72 ; �-- . I - . 1: . � � I � � . I . I I . . - . . I I I W ", - � - � � L BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, I �ivl_4�47' ,� �'t - , _i�7 ,- '� I I I . . -i I zti�"�. SUR-J.-i"',�.. .....- . I . I � I . I . . � -_ : . . I . . � . � - � . I . I - I . � . I � � I ;' ,- - w r -_�' V""-"'I,-- -,sl-�' ", -11 I --' ,:, �- : . . . I .. . I. . 6i � I I . � - I. . . I � . � . . � � I � � . � " -- - - - -- %, % - --.Ir W - - Nt�'-- 1I rw-06� "I'll" _; � . � 1, � . . - . , �R.E a�,'I'l ':,.__"_: ".71-i" _�'._." f1v i ___ - . " -1 ',,�' � . I I - � �' A�1' e �1111 � ��jw . .I . . . ,.m , A- . � I � . . . � I I . '15�� t I - .s'� I - . � � . I � I � I , , I__ -���,;- -- - -" I I . . I. . , * , u� ---_3""-,W":'m ."M 'l-Ki,w1l, ----., I I _2 I - , .- , , , � - I I I . . EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, � -"-, _"'41 "-M-Nr-o-'-'l 4 �ik�'V"'�P'" I I �� ,�" �� I - . I . r. F', ". '� ,7 1 � ,�A;�� . I � � " ,,,,,, 11 . . '!'� " , 5, Y I . � ", � : .. . . I � . - , � , _'m --l"i, - _t .'�� �'!M'% I I 11 . . . � . . I . I ; ' " -'al�-'��"`�7 --_ �: . 6 . I I I . I � . ! ;' . I . � I I -m . � '�� . � I I � I .1 , - �' , '. � I , "_ '� �' , I . TONGUE-AND-GROOVE, OR 14AVE EDGES SUPPORTED BY PLYCLIFS. SHEAR WALL SHEATHING 'n- '�, ,150"-L&.-_-,;;� �"f-_�-jg � Lw-�7" Z'�N"M _'l5Xl_ I p--4 _"" , "t' , , - I I .. I I � � I I I I � I . I I . � g t� " . . I . - . 1. I . - I � . � l_.l_f;_ll ,' t ," I . . I I I I .. . I I �" __ '''_ . . � � I I . I . I a 7 , _r_z� j! . I SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES- NAILING NOT SPECIFICALLY 4q _,r'1"�11 A 14:11"" 'kp�'��',�' ;_- . I I � , , piw'?" �el'- I - - r - I : .I 111 . --'W , , , R "'11-1. ' - � � I � I . - � � Gn . 11 I � - . , x I I I I � - I . I � � I . R,"uM;rl_ , ON 1 . . . � I I - . . . I . � I . - . I I . . � � � � IDENTIFIED ON THE DRAWINGS SHALL CONFORM TO 15C TABLE 230425.1. � i � " �-' 11 11 I - . - I . - 11 . . 1. . � I . . . . . � . . I - A !, " '.?Z&:� '� - � - . . . . . � .; m - _ I � -I 'A . 1, ji " ygl' i� --I-�' Oli§6" . I I I . . I . . . . " . . � I : I . - _,_1 ' , � 1,...jF 4-,;- 'm e. I 11 � ' ' v Ell"I"', - -1 11 I . I I . I I A I -1'x' , --- _Rwl � I I . � . . I . . . . . I I . . I I . 1 1.1311'�! .1 � - - I I . . � . . � . . __' 4""�- 1. � � . I I . � I . . I . I -A" '.� I 11... I . . . . . . . . . . I . . I . I � '._F�`111,l �S` `- - I��� , , I . I I I I I . . . I I . I I - . 4"I I,- _�i .- - I . I � I . . . I I "I , I . I � I . � . tv " �_ 1. � . .I � I I . I . I . . . . ' I . I . . � �. . I I � 11 �_'_ I..- I . I I- I . � . . I . I . . � .. . I I . . I I - . I I GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH AMERICAN . 1�2m"'___I____ � �;' � . � � . 1. I . . . . I '. I - I � 11 I , - -n �__ � � . . I . I � I I . - . '- rr, 0 I - - � � � I . TM.FOM . � I . _' r 11 I � I . � I � I � I � . � - . - � I ;'�,, � I I I . . i . CONSUONG INGINEMS INC. - � � �_ . � � - � I I . �� I INSTITUTE OF TIMBER CONSTRUCTION, AiTC Alc30.1 AND ASTM D 3131. EACH MEMBER SHALL BEAR � li I 11-1 11 � - � I I I � . . I . - . � I . I . . ; ININ � � . . . @ I � I . I . w I . - � . � - I 11 � 11 � . I- . . 2M.% ALL RIGHTS RESERVINI � . . I � I . . . � I . I I , , . ��' .. . � I . I . � . I I � . . � ', I '-w , ,,� 1. I . I � . AN AITC, OR APA-EWS IDENTIFICATION MARK AND 55 ACCOMPANIED BY A CERTIFICATE Or- , �; , , "" -- . . I . . , I . . � �. . I 1 . I I . . I I . I I . . - � - I I I . � 11 � ' I .. � I . ,� . � I I . . .. I . . I I I I I . . . - I THESE DRAWNGS ARE T14E PROPERTY OF I . . �. I . � . I .. I ,� I . - I . � I � I I I I I . . I I . CONFORMANCE. ONE COAT OF END SEALER 514ALL BE APPLIED IMMEDIATELY AFTER TRIMMING I � I I - I I 11 . - I . . 11 . I . I . . .I � I I . . I . . .1 � � . I . I . . I . . � � I . � I I I I I �I I . ,� . . TM RIPPEY CONSULTING ENGINEERS INC. I . . . . . � . . � � . I . - - I � � I I - - I I . .. I I I I I - I . � . I I I . . � � I I - . . I . I . I I - . . ,� I � - I IN EITHER -SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS . � .I NORTH . � I - - � � � I .1 j I I � � AND ARE 140T M BE USED OR REIIROOUCEI) - � � . . I � � . . . . I � � . I . � I � � . .. . . .1 . . . . 11 I � . � � . . - I SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND Of: THE STRENGTH � , I . I - . . I . I � . I . .1 � . � . ll� . �. I I � ,. - . . � . . . � . . IN ANY MANNER EXCEPT VATH THE PROPER . I � . . . . � � I . � . . � I I � . I I � ., . :' I . I I . . I �. � I . . I �� . � .. . I I I I I . � �. I . � , .� . . .. I I I . . � . � . I I . - . I � I . I �I . I . WRITrEN PERMISSION OF T.M. RIPPEY �I I . I . . . . . . . . � . . . � .. . � I I . I . � � � � I - . . INDICATED BELOW. I : , I I . I I .' I . I . I - �. . I . . CONSULTING ENGINEERS INC. . .. �. . I . I. - . . . t I I ., I I I I � � . , I I . I I . � I. I - I . . . . . . � 1 . . I . I . ' ' I . 1 I . .. .1 - � . I I . I . rl"N\ VICINITY MAP . I I . I I . . I . . . . I . . . . I I . I . . . . I � - 11 . . I � . � � � I .1 . I I .1 I � I . I I - � � . - - � 1. �11 I � . . I I - -22 - 1� � � I � . I I . -- . I � . � I � I � '' I I � I . . � . . COMBINATION , . I I I i � k5loj SCALE:NO SCALE I . � . - �. � . . . I � . . DAM 06 -2015 - � . I 1. � . . .. . . . I I . . I � - . � I � I . . � . . . - I - I I I . I � . � . . - , I . � . I I I . � , � . I DEPTH SYM50L � . . I . . � %-.00l . . � DRAWN BY:Crr - I I . I . � � � I � �. . - I I I I I SPECIES USE I . I . I � I � I . I . . . . � I .. . I I .I . I . . I . . . . .1 .11 . . I . I . I � � � . I I I I I I . I I �I I . . - � . I . � I . I . I � .. � - 1. . . . . . .. . . I .. . . . , .. . I . . . I I ,� I . I : . 11 - 1 I I � . - .. . . � I I I . . �� . . ... I. . . I . . � I .. � I . . . I � ; I I I . . 11 . . . 11, . I .. I I I I I - I CHKD BY: KEK . . . . . . 1 . . . I I � . . - � I - I . . . - I I � I I I. I . I � . � - . I . I - I . I : 1. - I .� I � . � � I I - . �. � � .1 - � I I . - . : I ALL 24F -' V4 : ! '>F/DF I OSIMPLE SPAN) . . I I � - � � � . � � . � . � I � I - � . � I . � . � � . - . I 11 . - � . . I � - I - I . I ; L � . � � . I I . I . . - � . � : � " � �. I . 11 . .1 . . I.. . . � . I I . � � I I I I .� I - � I . � . I � . : � I . . � � � . .. . � . . I . . I ,� .� . . I I . � � . � . � � � . � ALL � . 24F - V8 . . :� DFA:>F , (CONTINUOUS OR CANTILEVER) � � � I I I � '' . I � . . I . . I . . 11 . I . . . . � . SBM I I � � � . �I . . . . . � . I . I 1 . _.. � _. � �.' '� I . 11 . - . . . . : I � � : I � ! � . 1� . I . I . I I .. . %. .. I . �. . I I . . 1 . I I . � . . . . .' . I � . I . I . I . �� .. . 1 I . I I I I . I � . � . � . . . � . I . � . t I . : � � 11 . � I I _. I . 11 . I . � I I I I . . . I . I I � .1 . . . 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SEE 11/53J rp%X33" 24F FOP, REMOVAL AND REINSTALL DETAIL. w I-v 1B. 4xI2 or-. 02 LEDGER WITH (2)3/4 x 4" EM5ED WILTI lKWIK HUS-EZI fSCREW ANCHOR EACH SIDE OF PURLIN AND (1) AT O/C.SEE DETAIL, 6153-1.I ............. 14 10. SISTER 13/4xll'l/a TRUSS JOIST MICROLAM EACH SIDE Or- CUT fPURLIN. SEE DETAIL ro/63.1. Iw-11 ....... IT> 531 DETA L 6163.1. TYP.�31 :z "O x 21/4")NAILS AT---------- ro" O/C ALONG EDGES AND V-0" O/C FIELD NAILING. PROVIDE v TO INFILL EXISTM HOLE, WITH 10d (0.148 Lr P H TYF.- t c 5LOCKING AT UNSUPPORTED EDGES. =0 . 13 ON 'WTT4' TENSION TIE, SEE DETAIL 4/53J.I14. SIMPSON 'MSTC30' STRAP, SEE DETAIL I/S3.1. L ryp 15. CAONTRACTOR TO VERIFY (E) CONCRETE SPANDREL PANEL IS POSITIVELY ATTACHED TO CONCRETE SOLID PANELS WITH STEEL CLIP. NOTIFY E.O.R. OTHERWISE. D -4 I(o. KEEP EXISTING FRAMING, $AND AND SEAL.11. EXISTING FIRE DAMAGED SOFFIT FRAMIW-% TO 5E REMOVED L- ------ AND REPLACED WITH MATERIAL AND SIZES TO MATCH NGc:c u CIL tfu w Li 1.1 Ll T— -11 tu I n if . 11 11 I[-:D--- -J I n C n n I L I I u d) , -T u 1:3< c: fZ u u u EXTENT OF ROOF FRAMING TO 5E REMOVED AND REPLACED.NORTH 0 2' 4'ROOF FRAMING PLAN .S2.1 SCALE: 1/8- l'-O- m = TA RIPPEY CONSULTING ENGINEERS INC 2015o ALL RIGHTS RESERVED IiESE DRAVANGS ARE THE PRWERTY OF 7M RIPPEY CONSULTING ENGINEERS INC AND ARE NOT M BE USED OR REPRODUCED IN ANY MANNER D(CEPT WTH THE PROPER WPJTTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC-22-2015 DATE 06 Crr DPAWN BY.CHKD BY. KEK sHwr 52 , 1 OF 3 TMRPROJBCrNo.:< w ROOF SHEATHING, MIN SIMPSON 'HH53' TOP STRAPS WHERE PER PLAN FLANGE HANGERS, TYP. SIMPSON TENSION TIE, PER PLAN W/ P REQ'D PER PLAN STRAPS, 5/s"# x 5" EMBED THREADED ROD E4 Z PERR PLAN USING HILTI 'HY-200' ADHESIVE U $ -- - - PURL IN N Q PER PLAN I PURLIN 53.1 ROOF SHEATHING, 0� A PER PLAN SEE PLAN u a 4 I t o°o R - ! Q • 411 O ./ tl (N) PURLINS 0 0 � a � � w PER PLAN 0 ° I (E)GLB 4s� ® I PER PLAN Qd -- 4 HANGER PER o DETAIL 1/53.1iN ,� GL BEAM GL BEAMS, I (E) BEAM BUCKET 16,720 Y PER PLAN PER PLAN I I REMOVE AND REPLACE I ATTACH SHORING PURLIN PER PLAN BOLTS TO MATCH (E) I I COLUMN W/ (4) 16d OREGON I I I TOENAILS (NTQ (E) a � GLU-LAM BE 1 TLB GRACE 'VYCOR' SELF-ADHESIVE .Q {!f 20. TEMPORARY I I MOISTURE BARRIER, TYP. "9<p JG (E) HSS POST, PER PLAN SHORINGi ' I RE-USE (E) GLB H TUFt�$A PER PLAN PER PLAN �` HANGER SEE CP.LWAL L PANEL, EXP: 6/30/16 i CLU-LAM SEAM 5ECTION 2 f=05T DETAIL 3 GLU -LAM 5EAM HING3E CONNECTION r4' FURLIN I FANEL GOND. w 53.1 15029-01 SCALE: 1" = 1'-0" 53.1 15125-02 SCALE: 1" 1'-0" 53.1 15125-03 " _ " 53.1 15125-04 �� " = 3_ " SCALE: 1 1 -0 SCALE: l i 1 0 !_l_l > N �mm w 1G1—t (E) HANGER Z (� TO REMAIN �J 8'-0" CEI ROOF SIMPSON 'LUS24' v 1 Z • SHEATHING EACH OF TENSION TIE Q� ---------- 8 1'-0" O/C NOTCHED SUB- �rn PER PLAN (E) 2x SUS-PURLINS 53.1 (E) LEDGER (E) 2x SUB- - - PURL IN (E) PURL IN -------------- PURLINS TYP. v� o ( �l a o EQ. 4�� 1 1 - O O + + + + + ; + + + + + a 311 O n O O 4 O 1 + + + + I + + + + a' + + + 11 + + �-- - EQ. ______ + + + 3 CN) SUS-PURLIN + I 1 - 311 1 PER PLAN NOTCH a ------- -------- ------- AROUND (N) / \_ (N) MEM5ER I (N) SUB-PURLIN MEMBERS, TYP. V I I CE) SOUTH EXT. -- _ I (E) GLBI PER PLAN 1 PER PLAN CONC. WALL NOTE: 1 (E) GUT PURLIN I 4"' 3" 3" PER PLANK AT ANY SPLICE BOLTS ! 1 MUST BE 3" FROM -----------I----------------- (N)MEMBERS lE) GUt PURLIN PER PLAN m EDGE OF LEDGER (E) GLB LEDGER 5OLTING rr� 5EAM ELEVATION CONNECTION DETAIL 8 FURL IN SECTION 53.1 15125-05 SCALE: 1 - 1 -0 5 .1 15125-06 SCALE: 3/4" _ }'-0'r 53.1 15125-07 SCALE: 1" = 1'-0" 53.1 15125-08 SCALE: 1" = 1'-0" m w LL (E) ROOF FRAMING , ! �� ( TO BE REMOVED ___ TAILIALL W 1 E t 1------------ L DO NOT HIT REBAR IN I--------------- yl WALL WHEN INSTALLING 1 }— ANCHORS. Q BRACE FOOTPLATE BY 10'-0" AFF. OIL OTHERS W/ 1/2"-0 x2" EMBED ANCi-IOR HILTI 'KWIK BOLT TZ' INTO 2" EMBED. (E) CONCRETE WALL A, SLIDE (E) HINGE CONNECTOR ALONG (E) GLB PRIOR TO DAYTON 'DIA_ SHORT INSTALLING (N) GLB AND SLIDE ' PIPE BRACE' BY OTHERS IT BACK INTO PLACE BEFORE (E)GLB TO REMAIN MAX AXIAL LOAD = 65K 4 (E) CONCRETE REMOVING TEMPORARY SHORING l� ALLOWABLE WALL 3 BRACE FOOTPLATE SIMPSON 'A35' CLIPS EACH I BY OTHERS, W/ 1/z"# ! SIDE OF SHORING COLUMN foxto OR 8x8 x2" EMBED HILTI 1 1 4 1 1 'KWIK BOLT TZ' INTO NOTE: (2) 16d TOENAIL (E) CONCRETE SLAB BRACES ARE REQUIRED EACH PIECE, I 1 It DF. 02 TO BE IN PLACE PRIOR TO TYPICAL I I (E) CONSTRUCTION REMOVING ROOF FRAMING. , OR CONTROL JOINT AT GLB: (4) 8x8 DF.+'2 x2'-0" O/C I 1 ., _ . . • . • Y.. .. 4.• .. ,� .._ ,� _ C�)�S.Ots- `� EACi-i WAY_ � ` It� ,� z AT PIJRLMi I 1 �? 4" EMBED. (2) 8x8 DF.*2 xl'-0" O/C (E) CONCRETE EACH WAY- SLAB (E) SLAB TEMPORARY I j T.M.RtPPEY 2015,• Y SHORING --j I CONSULTI RIGHTS ENGINEESES INC. VED ON GRADE `�•' \i CUT (E) FIRE DAMAGED 1 ( THESE DRAWINGS ARE THE PROPERTY OF BEAM TO REMOVE AT (E) FIRE DAMAGED GLB I I TM RAREEY CON LILTING EN SPR SS INC. CANTILEVER END TO BE REMOVED ANDBE REPLACED PER PLAN t�-�t_ IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF 1'-0" MIN. EACH V CONSULTING ENGINEER C.Y. RIPPEY DIRECTION DATE: 06-22-2015 rc � 5RACE ELEVATION 1� TEMF'. 5HCRINC; FOOTING- 11 fREMOVAL AN .) REIN&TALL OF CRL5 Q-iDRAWNBKE KD BY:: KEK 53.1 15125-09 SCALE: 1/2" = 1'-0" .. 3.1 15125-10 SCALE: 1" = 1'-0" 53.1 15125-11 SCALE: 1" = 1'-0" SHEET OF 3 TMR PROJECT No.: