The URL can be used to link to this page

20140118 Permit Pkg 02182014 �Q� TH�p�� City of Yelm Permit ►vo.: 20140118 �4 7r � � Community Development Department Issue Date: February 18, 2014 (Work must be completed within 180 days) Building Division Phone: (360)458-8407 L w�6MIMGTOM Fax: (360)458-3744 Applicant: Name: SEAMAR COMMUNITY HEALTH CENTER Phone: 360-763-5277 Address: 1040 S HENDERSON ST SEATTLE WA 98108 Property Information: Site,4ddress: 202 CULLENS ST NW Owner: SEAMAR COM. HEALTH CENTE Assessor Parcel No.: 21724141200 Subdivision: Lot: Contractor Information: Name: SEAMAR COMMUNITY HEALTH CENTER Phone: Address: 1040 S HENDERSON ST SEATTLE WA 98108 Contractor License No.: Expires: 0/00/0000 Project Information: Project: COMMERCIAL REMODEL Description of Work: 9548 MEDICAL DENTAL OFFICE TI Sq. Ft. per floor: First 9548 Heat Type(Electric, Gas, Other): COMBO-SEE NOTES Second Third Garage Basement Fees: Item Contractor Fees BUILDING SEAMAR COMMUNITY HEALTH CENTER $5,335.68 TOTAL FEES: $ 5,335.68 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If aqplying as a contractor, I further certify that I am currently Final Inspection: registered�th�tate�ashington. ;�� ,! j % � ' Date: I�' �� = Signature �� Date � � . Firm � gy� Partial Structural Galculations For SEA MAR YELM CLlNiC At 202 CULLENES STREET NW YELM, Washington 98597 As requested by Bazan Architects Mr. Jose Bazan A G CONSULTING ENGINEERS 16300 Mil! Creek BLV. Suite 208-E Mill Creek, WA 98012 Tei: (425) 742-4747 January 30, 2014 � � �� k�� p�� iby��s � £. -*`�� s` t� J � �� t�� s � � �� ,�.�:��o��,�;� �� . , n�,� 4 r A� Consulting Engineers, Inc. t6300 Mill Creek BLV. Suite 208-E Phone: (425)742-4747 Mill Creek, WA 98012 Ce1L• (360)393-0555 2�(o!C ��A� ce��'��t�+� b� '�v � S+r�.0 w -- 2 S P��fi � 15 Ps"� MZ �s��-�� _..� __ �.. I�eu'�- L��A� = ,� 3.�S �� !�3�-- �'�' !�3 tc I��' t� L. —._ �Cp �S �' 1,v�ae�; �#�-!D .D��'�- c�`i< �.' y ��z� �� P�'�m.� M ��zs �.r� „ �1�-� � �l G� t�S+� b�-�,3� 2 � , �ri/fiTr � �, � r �} k t �t �,�, ��,,,, 1 (,p�) 1 (� � - Ir S K I��- t � �- �.� ► �?� � � 1 b a ...�� 2 � (��zx�at5�-f��-��25� � �� -�- ( G �� (��!��-��'2 l��v � -��' �Q i� � # �� k 12 : �'..,?t- f�,�� 2.� ��,�,� ._r��t� � �-- � .�.-_-----_--� _... v... ..,__.,._.. ; �y�t�'. ��r---- � � � �� -p� �-''�� \�k. � �tt�„� ��L't, 4 � �- '= �` � � ; �.��f v�1�)`��'zl� ,a 5'�� x. tic�� -� i � � (��2u�u)�?S�) �o � � ) �t� 3 { ��1� P� � ,� �2 f � v �63 �Z. �. �I ��.!^,}� � '�.��`' �� . � 3 � ��c. �� 1Q�'' �,� � 3��1''� !�1 r :. ��.�b tr � /�l'S� i'�� ,z�)��v�� `�� ,�,��_ ��?�,� �E��t� � 2��.b �- � � M��. � �� s�f , 2��.t� t� � ► ��, �, ��r,,�1, -� = g,�v , �s � � �rf�S�-�1�1'� f � : `'._.--- �3�� ! . t. ; �iTC-;1 � r.3� e L �._.___.�_`3 �--------�'. t�..: ��.�ti '`�� '� � _ t� �t��z �z,�� U _ � ,.�� z�3� - �.�� .��, t'J u - ,� ��= �°��`�-t 1�. �r�� '�-----� � �� ` ��3�,��3��,� � �•�-� 'V�. � f�.2 =�.�'� (��}� �'7s� - v r2� __.___ _ . P�� z AG Consulting Engineers, Inc. 16306 Miil Creek BLV. Saite 208-E Phone: (425)742-4747 Mill Creek,WA 98012 Ceil: (360)393-0555 C.��G�- ��' �� {'��•��.`'� � � �` ��,� 2�s��+" ,�-.�_-__--�^� r'� � t,��t�S t _ � 1 �-�w - � x , �c� __�a.- - _�.__.___� �� ` t� �,� �� 2---� �f P�ta�.� ��f�� `gw � / � F�� /\ ;� ` �� ' �� k � i �� ,�� ,.,�� , � ,��-�� , � � �,�..�.- � ��,c ��y��? �� -� ��'� � � � �� ; � � � i � � � � t ►•3 Z .�0�5 �'C� � �--�i C� �� ' � � � ° �'fl� U S� ' ��1 t��` � '� � , ►, i( � f I/i lt b�-_�f_ ��fr�-� �� ( �' � `l �� ►In.�� t�c�� fZ�`.. � �� i � � i � ; � � ; _ � �. � _ - �;..J � � � x � # � �r � - s � � �� , � _ .�..-�..�--- � x — — —f . _ . _ € a , = � _...�,�� w.... � ��._. __ � ---- —� w i � � T4� ,� � ,_ 4„ ' g, _ �„ � /2 19 �- �1�'' �n i � � . _' r - -i r � � � � " � { I I If � t_ — J L. � J � � � � � � , � 8» E c� w w � �. �- � � i � � �� i ,_� � o � , � . � � { � ; � }g E � P � � . . �.I� O O . . O . . . . . . . . . . . � � I i � � — _ _ � t_... ..J � � I i � ; 1 � � I I 1 � � � � J � - - —� r - - -� �� 4� 8» � i 4� ig�� I il � I I � ! i i � I I _ _ JL _ _ J � 7 , 9 , „ � � � � , „ 13 - 5 � � � � � A i � � �_ �, 5,_ 0' 11 �_ 3„ �.r� ,� . �y� � �k . . . w�...�� —. .,«,.,""r ? — . .�.'_ �_ ' �_ i `, w _ 2 1 n�L� �,4 F � (� V . � �� } � •�'� � � � �t— „ � � � � _ �'� - � — ^ � — — � � � � � : � — o� � � � � I �' ' �r, ' ' � �� • �f "f . € � � j � s� �j < - � o0 4—i. .��+ . . ; . �,..,. + _ _ . i. - ..,.,,..> ... ,,,..,4,.. ,., ..,,..� ._,...,->..� _ .,.-a. :�<«.�e , .....,,�.—�-«., . .. ,.,� .�--�-- �' .�.�..-.�—..., ., �...�.... E ' . ..,m.��s��.�.�.».y....�..»....,4„aa.,..r.,.� a,,.�. .._...�. ,J„w.�.. .�..�.,..niaxM.,�.�....�..,,...�.,,.,,,.K.,..:> .�A.„.... m.,�....«.m.n_.�.�..� _w,..,_.,� � ff f � �� _ G » 2 "_ ^ i � �> >_ O» 9 � �t It ' ,g � .. -� o . � � -, , :�- � i � !�, ^ { � i � � f � ,� 1 N — I' ( � r � 00 • � I L � J r + � i � I � � L 1 J � � �,f N � ^ I i �` � r �,�, �,_ 7�; � _ Q, � � � _ ��, 4 _ a„ 2' - �" 5,�0» V�lb N-f,,�t-. _�� .,.:� _�.Y..� _.,, . �. ,_. .....v_� �.�..... . _ _ ...� — — .:e�. .,�.z. . ._-.�� s � ^ �-�_ � � � � s � � � � E � /�� I E � w � � � �,� � �1/ ; � ?T ° � ; . . y �. _"' _' _ . . . 000 .. �.�.,.,�,., �„m ,.. ..... � � — . ..,�..�.,.a....,�..�.,.�,..,...„,..� � . � � . a � w � �. . � � .. . ^ �: � �. .. . . . . � � � ; . _ . � - . . . � . � ; � � . . � ; .. _ : � � , . � � , .. � . . � . . . . � � 7 � . . oF T"��,�,�" City of Yelm Permit No.: 20140118 �� Community Development Department Issue Date: February 18, 2014 (Work must be completed within 180 days) Building Division Phone: (360)458-8407 LM w�RNINy�qn Fax: (360)458-3144 Applicant: Name: SEAMAR COMMUNITY HEALTH CENTER Phone: 360-763-5277 Address: 1040 S HENDERSON ST SEATTLE WA 98108 Property Information: site Address: 202 CULLENS ST NW Owner: SEAMAR COM. HEALTH CENTE Assessor Parcel No.: 21724141200 Subdivision: Lot: Contractor Information: Name: SEAMAR COMMUNITY HEALTH CENTER Phone: Address: 1040 S HENDERSON ST SEATTLE WA 98108 Contractor License No.: Expires: 0/00/0000 Project Information: Project: COMMERCIAL REMODEL Description of Work: 9548 MEDICAL DENTAL OFFICE TI Sq. Ft. per floor: First 9548 Heat Type(Electric, Gas, Other): COMBO-SEE NOTES Second Third Garage Basement Fees: Item Contractor Fees BUILDING SEAMAR COMMUNITY HEALTH CENTER $5,335.68 TOTAL FEES: $ 5,335.68 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision,and in addition,all covenants, easements and restrictions of record. If aqplying as a contractor, I further certify that I am currently Final Inspection: registered ip the,State�VVashington. �� ,i f ? :,' ,� ;� n ; ,• ; Signature,'�,,.,�j��(,�'� � Date �-/ ��`i��!G:;�'�—�' Date: . Firm � By' SCANNED FEB 19 2014 Cif� af ��lm (36 1 458-8402 RE�C#: OU15,�20g 2118/2014 4.35 PM QPER: CO tERM. 001 REF#; 86357 r�a�: 33.U�1�U BUILDiNG pERMITS ZG140118 5,335. SEAMAR COMMUNITY HEp�� ENTEf� 2J2 CULLENS ST Nd� BLDG 5,335.68CR I�ENCERED; 5,335.�� CHECK APPLrEO; 5,395.68— CHANGt; �`_"_.```_---- 0.00 Partial Structural Galculations Fo� SEA MAR YELM CLINIC at 202 CULLENES STREET NW YELM, Washington 98597 As requested by Bazan Architec#s Mr. Jose Bazan A G CONSULTING ENGINEERS 16300 Mil! Creek BLV. Suite 208-E Mill Creek, WA 98012 Tei: (425) 742-4747 January 30, 2014 �•�, ��t� �� y�' ,� �° � � � �' ` t � /�' ��. �I�� i�� m�� °�.,�+��o•��t� �' ��'�� . . ��.� a i AG Consulting Engineers, Inc. 16300 Mill Creek BLV. Suite 208-E Phone: (425)742-4747 Mill Creek,WA 98012 Celt: (360)393-0555 ��,IC �bR ��.x� � b� � � � � �-nt� � 5+�k3�J = 2� P5� �Z �s�j,�-��"� 1�0u'�- 17�A� --- � �J �S� .�.� 3,�5 �'r f'�K-- ''�� 1'31� I b�`l�L. --- `L p �',S t= 1�rae..; 4 0�-10 .i�'��``�. c�`t< ' ,�� M __�.2 i��.. � ��1'� ti.. ��.-r i CA.� � � I��-�7 �i N G.Q E�S ,�Z.,�} '��`� { yt .p� = �,v � �/�r � �,) ` ,� � r�a� �1 �� J�.�� l�l t �. � I�5� K t�`� ; �: �. ��Z ti �y 11� ..��;� �,,�x,�«-�-+.�,�,,�z�3 � �- � � j � �t��,,2�}��, � —��' �� ;� � ` { G � y � ; �_,??.� (t.b�i} 2 '�I•Z'� � �� Z��t�� ; _.�.�..�...�...� t fl e[.4. �r--- .,� ------.. � _ ' �'� '�"� � 1J�2. � ttg,.� �.�(� � 3 o�t I 3 � t �� . � � �� a��'+�y�� C �ti .-a ► y'� L..�' "� U "�-�b'� � f �� a � � /,a�t��t�'�Z � 3��'� � � �� . � �,1� G � % �' �� -� .2 � � �f63 �. � �� `��4�� '�,,$� i � 3 � C.k��-l� �"�"�� 3��t'.� �� _ ��.�f� tr � � � � r /,!�S"� i�� (..�.�)��`�'`�)` �'�� -�.�.'��i�.. �� b�-E� � �lfk] �- � M�� 5� . z � � �. � �a��l� -�2��.� t� i �� 1 w�► � — ' ��. ��"�� r. , —�-;--;4 �� JMI!S��(�i'� E 1•�3�2 �.._,�____.__� ,� � ,�C, � � -3�t�� 'r. u�: �,�lU '� �- � �, M �t��,��z F�,�� v . � j 2�� 3 �b k/�f . i ,r r i!\.�� } t�. ( �� _ ��'��3-�t 1�°� ��j,q��L"��€"^"" f � ,Z,iC �.�-�.�;3�,�}��g�� : � �� = ��z ��.�`�.��+�}-� �� _ P�.�-. Z AG Consulting Engineers, Inc. 16300 Mill Creek BLV. 5uite 208-E Phone: (425)742-4747 Mill Creek, WA 98012 Celi: (360)393-0555 C.��G�- ��' ��vc� ��-��'� `1 � � �` , . ____--�,^ � .. z��'t�► ,,�_� G� �' �, ��-( � t,�r�k-S�� z--ir�. ..�. _a..___--____., '_ �� ...�,. ��' �� , �,� .�,s Z--� �f �t�� °�f'��'r��'� � � � o-� � �� C�� 5� k� �,j �t �k`�iG O��C � � � �� y,�,� �� , ,�a��3 � � �� , � � VE,�.,.ta- ° h��,t t`d v�`r t� �� ''� Cl`i� � � � �� € S f � .yi'� �„ ` � 3 z �� '` � �--��G. �� - r � ��,� � �� (��r��` , ►. � ' ,��,_b��o --� � � � � �� k�1 �.}M.. �� !�� ►�� i ��i ; 5 � 7 tt i � i � � f t _ �. � � � � � � �� , � �...� �.�. : - - � _ .�.�.-�- - _�t_ ._�_.; �.� -�. p - - �_ 4/ » '� 19,_ 4�, � . • - g, _ �„ � 2 d- ��y � I � � - - � _ , r _ � - � � " 1 1 I I l � � L - J L _ J � r � � � � ,_ 8„ i � A � � � � � ' I ^ � � � � � � V � ',-� � � '� � � � � � x o i � � I � g � � ��; . . . . . . . . . . . . . . . . . . . . 0 00 � � I I � r - - _ -► � ..� } I i i T � ' ( � ' F w � ; � � i CC? J , „ , , � _ 8 � - - -, �- _ _ -, �,F 4 8 ! � , „ w � � ` � � If ! ` 1 � _ _ � � _ _ � � � �,� 9„ 13, _ �„ o � � � � A , I 11 '- �' 5'-- 0' 11 �_ 3» �n � � � ��e � � - .�� - _ _ - _ � � � � � � �� . �- ` ,,�,�° � � � � I r � I i � � { ; � � � � - �I� -" + - „ --� - � � ° � � �D � � � t i ► �� . _ � � � . � i � � � , _ � . . ; _ _.. oo � � �... . �� — f , .�...�.� ,�_ m..� � �. .. . �.:�....�..a.� :� _�.�.v �.��..��.��.�...�... �� u_.. �.� .µ..r.n..�.a.�,m..��.��.�.�.,n�r��.�N�m � �, g, _ 7�� f_ �„ 2 -- 4, � :, >_ Q„ �� 4 � � T a _ � r —� � � I � I � �f� ^ � � � �,^ � } 1 � 1 � — �'_ w � � r � 00 • � I L � J r + � i I I { � L1J � � I � J �f c�1 ,� ^ I -, w i m F �. _ g,_ .�,; �_ a� � � � _ �„ 4 � �,t 2'- 7" 5,��„ v�1b _ H-e�.. _.�� r.� ....N� �� . �_ . .�_._. ,..� � - � � � : �� - .� ��. �.��ti _ , .:x. ; _.� z�� x � � � � � o � � �� , � � � � � Z�� _ � 7 � aoo __, ..�.. .�_ M + — ----�--�---_ — — �.�,..�..�.�..�._� ; � � : � �t � � • � � � � � � �; � _ y � Partial Structural Calculations Fo� SEA MAR YELM CLINIC At 202 CULLENES STREET NW YELM, Washington 98597 As requested by Bazan Architects Mr. Jose Bazan R G CONSULTING ENGINEERS 16300 Mill Creek BLV. Suite 208-E Mill Creek, WA 98012 Tel: (425) 742-4747 January 30, 2014 �R+v„:h<49$4'.,h�'.V4 �� l.�i'� G�Yt�� ti � '��",�Lil ta��u�� . uy'� z `�+°" ��,°� , � �x �( tl�. ��'� `��` ��' �� "��t; '�'� ,;.;` r .;.. �s � � �� ,�`�,��q " �t � �, ��,� ��," �,��: r,�� t��, i� t ��,�;�.,a�a�. �� . e . AG Consulting Engineers, Inc. 16300 Mill Creek L�LV. Suite 208-E Phone: (425)?42-4747 Mill Creek, WA 98012 Cedl: (360)393-0555 � � � @� P,a►a,�� .�.�� -< � s �; 2 � _...__....___�--�-.�---�-----�-• � � � � �6� �. ,��,�� l.. �� '�;� � � � - � ��.� , r ; �.,� �,, � . _._ _. _ --- , 14'c�u � �� -- � `� �y � 'L` ��3E `�° ' ` � ?kc. ��-.�....�._�._.�..� t _.. 3.°l .� �- �y ; 'i'�r,` �ry t � �-��+ Y.� � 4 ��`-� � I fr S._ l fl.� i � ?7� �� .i/�'� �`�� "°l 1 �^ �� r� K'��.,�} � ��.rt�"`� �C ' �G.�P 4(��} �,t��'��.:� �' �� 3�� t��'� ; �„` _,.....�.,e.,.,..m._.�.,�,�,.�.��.,�_,,,�...,.,�..,�M„�...� �;� ; ��a.?� ��"� �'�,�� r�r� f-f �� -�- �� 1 � �.� p �`v �s� -�. i-�'� � l �=i � �t�'��..�-� �E�z��;��-�� u��'} I��' k��' .� (/^�,,.� y`�� (; �, \�C ➢ � F{ �d}t.��.��..1`P��,�, Y) �� [ �/ \J� 6�� V VA�" ""` ..+......�' S�'.7' .� F �� '��:;1� �� ; �._ = C�—°��'� (�`�`�� ; ��'z-� � � __ . .._. __ _ , �� ,�.._' � o � -�� .�,'-� � C�"�' � v�. � ��c�� .f��. �% � `��+ �,fi -� � � � �' '� `; � ,-�.�, � �� t�`°�� `��4 � �N � t� �^ �,,,,i � � _ ;,.�....,.�.�.. , �-�`° � �� Q � �- ��G�-�� 'f� � �" �,"� '�t`,,7�.d.v�U�(2S P G �� ? ! R ' ��.� t�� -lr'''`�C � :�.. � � 4 t��-f�� °�.,� �� .� .. ..�w �' �� ' , C.��-��., ��'�� 7-��,, , �.� a�. �` 1"',, '� � .� ��. ��a I r �n w. .,.....w ,,. ,.N. .�..� �- �,.� �`�,'�'�_ I�C3) � �,�� r.�� ,� (�'�-ti )�� -� � �.,,�._.."...' � � .��. ��6- ��`�}-� ��°�� -- r��.' � ; �n�J� �- � �� ± �.� �� c. � �� ,�6 ��, 2-t��..� �'�� ! �,, `�'�`' �3 � -- -- ��-- , � �� ;,j��t`�� '�.. �....�� °�� ` ; � _ ___�.�. �....._._-,3 �..� �� I CJ `�F �`�. � `��" ; �j ` ,�,�� .r � � , � �� '��.�,,��)-� ��a� � �- "t� ° t. A��Sa�,� t j i.�,.�� f �`��. ° a'u6 �f��. � t ' l��_� 3°`tzf:7.�� \ ?``� y,�j� ;`. s�._.,.�. z � � � � �,,�1 � zr�� . �•'��. i �.�y-L.�,,��--:�,-��:� � � � �u,�� j �`� � �' � ��z �'`��'�� •7�'� i � _. �U�� Z � AG Consulting Engineers, Inc. Phone: (�25) '42-�''47 16300 Mill Creek BL,V. Suite 208-F �e1i. (360)393-0555 Mill Creek, W A 98012 \�Ys�'S��-- ��''�t ��*�t L�C�"a �M��``�' C�4�� h➢� E. i .__....._�._......._�.._.,_...____W�._._._._,,......w�.._�...._......e.,.....�•.-_ t i � �� `' � 1 (,e..___.._ _--�( t �/ � Z"��0 ,,,f "--�T � l.> ....-..✓_ et t (� �"4( w �'��r t 2—'�d,( i I'��2 !. � I ' ` ._....r: ��r., Y3 � ,_�, i- � �.,_.�_....,_,,,,_ ! L..%,-�- �T t'�CF f z ---� �° �t�C�� t, �" �l t��"r r��.:� ? , , �� ,��„ p��C ; �� t �,� ��a � �� S� � � C.��' $� � r..it,"� � �.,, �,?� i �� .� �� m�� . � �.:�� ,,��.�� .x,t �d U�� ? �� .� ��'�� , ��, �� .:�--� � � E � � � �� G �f��°� �'��' �-1��- �� ' � � �- �' �� ` �1 �� ' I��`� �,'� � �. � ' � �,, r_6`��`_�„ _.� � � � � ��.�{ �I�� ,[��`� �� )-- ��; ; � � � i i i ; i � � � t i � � o � � . � { . . e � �� s � �. r � s .. ....,..,.,.,.. _'�,.---- .�..— — — ` .�—,. — .._ .�.,...�,.�.�--•-- � _ 4� „ � 19 , _ 4,� - ' g � _ �,� � 2 d- zl� � � �- - ^ � _ � r _ .� � � � � I I I I � ^ L � J L — J � � � � ^ � � ' - 8�� I � � � � � � � � � ° Q� '/ � � � ''� � � 0 o � `' I` � ao � � O r' - - � J L._ � � � , � � , � I � J � » � � � ,� 1 - - -, �- - - � ; , 4 8 , , 4 - 8 � � � � � � � � � � - - JL — � J ' � 7, , g„ � 3� _ 5„ o � � `� . , � � - I � � �- �� 5' - 0' 11 � _ 3,� `n �n , {._ _� - � - -- - - � - d- � � � � � � - =�.: - - - -+ - - � o � � F a 6 a� � 1 � 4.�� I t F t } I. k � ` � C. f . ' �. _ . � Oo � - ` .: �; .. .. . ... . .,.�.... . ...., .. . . .... i ..,. .. . .. ... .,.._. ... ....... ... .�.,....w., n .. . ,..v .......... . .. ........... C.._.f,.. .,..�..�,.�..,.,.0 -....o. ..�:.,.3 `....<_...� ,�.,.,., . ..:..._.N.w��,�„.r,..... ....,.,._...,. -...w�..m.- �� - � )7 g , _ 7,� 8, _ 6„ 2 - 4, � �, , _ o�, s f`" ,1 � � � I � 1 � � ( � � � � �� N � I I � � � � � � N - � � ) I r � 00 � � I L � J � + � � I � I ^ Ll. J � I � N � �I I � -, - i m � g , _ 7„ , _ Q, � � � , ,� � � , _ �„ 4 � �,� 2 - 7 5' °��, v�Ib N-E�z-- _ , ._ � _ , ; ----� - . - - E � z ( t 3 O � � ;. �� I i' � � , � k � � Z�5 � r � � o00 — -- — — � — — �r Z .. .,o,.�,.,... .,,,,.,,,�9,,,.- __.....,.. . .. ..,<., � O • I I-' � .'��.�� I�. �o� T"�a,p�' City of Yelm Permit ►vo.: 20140118 � � � Community Development Department Issue Date: 4/02/2014 (Work must be completed within 180 days) Building Division Phone: (360)458-8407 LM ""�"'""°" Fax: (360)458-3144 Applicant: Name: SEAMAR COMMUNITY HEALTH CENTER Phone: 360-763-5277 Address: 1040 S HENDERSON ST SEATTLE WA 98108 PropeRy Information: site Address: 202 CULLENS ST NW Owner: SEAMAR COM. HEALTH CENTE Assessor Parcel No.: 21724141200 Subdivision: Lot: Contractor Information: Name: SEAMAR COMMUNITY HEALTH CENTER Phone: Address: 1040 S HENDERSON ST SEATTLE WA 98108 Contractor License No.: Expires: 0/00/0000 Project Information: Project: COMMERCIAL REMODEL Description of Work: 9548 MEDICAL DENTAL OFFICE TI Sq. Ft. per floor: First 9548 Heat Type(Electric, Gas, Other): COMBO-SEE NOTES Second Third Garage Basement Fees: Item Contractor Fees BUILDING SEAMAR COMMUNITY HEALTH CENTER $5,335.68 MECHANICAL Acco Engineer Systems 4/2/2014 $ 131.75 PLUMBING KELLY MECHANICAL $ 219.00 TOTAL FEES: $ 5,686.43 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision,and in addition,all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am currently Final Inspection: registered in the State of Washington. gnature ` Date —Z.. — � / Date: Firm ' By . �it� of Y�lm (�� a5e-gao2 REC#: �0156658 4/�2{�t�14 12:10 PM OPER: CO TERM; 001 kEF#: 007132 TRAN: 33.00Q0 BUILDING PERMITS 201�0118 131.75CR SEAMAR COMMUNTTY NEALTH CENTER 202 CULLENS ST NW � MECH 131.75CR TRAN: 3U.U000 BUSINESS LICENSE ACCO ENGINEERED SYSTEMS BUSINES� LTCENSES & �5.��CR �CEN�ERE�; 166.75 CMECK APPLIED; 166.75- CHANGE: 0,00 CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM � , E, Project Address:c�(�� C�� ., ,t A�a �.'� Parcei#: '� �� 1 = ��",� Zoning; �'t��t��x.�:,<.��,,,�. Current Use: ��i ,1;�.�i::� � Proposed Use:(+�Ec�=��,,�; New Construction �4. Re-Model!Re-Roof/Tenant Improvement Plumbing � Mechanical Fire PrevenUSuppress/Alarm Other Project Description/Scope of Work: �;,�,g ��u�� ,�k, �_1_,;.�l��t� ��;te ��,��,1� Project Value: Building Area {sq. ft) Parking Garage �`�151 Floor� `-��-'�-'2"a Floor {`? 3'd Floor� Building Height Are there any environmentally sensitive areas located on the parcel? If yes, a completed environmental checklist must accompany permit application. r BUILDING OWNER/TENANT NAME: ADDRESS EMAIL CITY STATE ZIP TELEPHONE ARCHITECTIENGINEER LICENSE# ADDRESS EMAIL CITY STATE ZIP TELEPHONE GENERALCONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXF DATE CITY LICENSE# PLUMBING CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S UCENSE# EXP DATE CITY LICENSE# MECHANICAL CONTRACTOR�� :t`,;�TELEPHONE �� _.� { �;y�� ADDRESS� ., � �'.§ �, £ �` �� `��i�� EMAIL__�t� �_ �e,,.t. ��,cuti��#°. �i�p.; CITY ��s_�, � STATE � �u.,r� ZIP �,`��,��,� FAX CONTRACTOR'S LICENSE# �CCc�.:' �i'�itlu EXP DATE�� CITY LICENSE# Copy of Clty Mltigation documentation(TFC). I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above described property will be in accordance with the laws,rules and regulations of the State of Washington and the City of Yelm. � tt � ' �__�s., f , � " � �, f i�� 'l f �" ,f°�'��,.�``�., r�� App icant's Signature Dat Owner/Contractor 1 Owner's Agent/Contractor's Agent/Tenant (Please circle one.j All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days 105 Yelm Ave W (360)458-3835 (360)458-3144 FAX Yelrn, WA 98597 www.ci.yelm.wa.us __ , ' . 1.5 - 5 Ton Unitary Split Systems Job Information � Sea Mar T�E' Seattle Main Office (Y40)Mfchael Elger Tag HP-2 Quantity � Model number 4TWB3042B1000-GAM580C42M-1S-�-000-a-0 Heat Pump Information Heat pump units 4TW63 Heat pump electrical characteristics 200/230/7/60 Heat pump nominal capacity p4Z Air Handler Information 1.5-5 Ton Hyperion Air Handlers GA Convertability M Nominal Capacity 3.5 Ton air handler Cooling Information Cooling EDB 80.00 F Clg net latent capacity 9426.00 Btuh Cooling EWB 66.90 F Calc clg LDB Sg,qp F Cooling outdoor DB 95.00 F Calc clg LWB 57.30 F Cooling airflow 1500 cFm Capacity @ AHRI 42000.00 Btuh Clg net total capacity 43910.00 Btuh EER @ AHRI 11.5 EER Clg net sensible capacity 34488.00 Btuh 5EER @ AHRI 14.00 btuhMratt Heating Information Heating EDB 60.00 F Heating capacity @ 47F 39000.00 Btuh Htg outdoor DB 18.00 F Heating capacity @ 17F 25600.00 Btuh Heating airflow 1500 cim HSPF 8.50 btuh/watt Htg system net capacity 26899.00 Btuh COP @ 47F ODDB 3.48 COP Htg system LDB 78.80 F COP @ 17F ODDB 2.58 COP Infortnation for LEED Projects ASHR,4E 90.1 56.4.1 compliant Yes AHRI compressor power clg mode 3p7g.p yy EER @ AHRI 11.5 EER AHRI condenser fan power clg mode 216.0 W SEER @ AHRI 14.00 btuh/watt AHRI supply fan power clg mode 358.0 W COP @ 47F ODDB 3.48 COP AHRI compressor power heating mode 2710.0 W COP @ 17F ODDB 2.58 COP AHRI low compressa pwer heating 2356.0 W mode HSPF 8.50 btuh/watt AHRI condenser fan power heating mode 216.0 W AHRI supply fan power heating mode 358.0 W Notes: This product meets ihe minimum equipment etficiency requirements of ASHRAE Stantlard 90.1-2007 and-2010(which are based on AHRI standard rating conditions)and,therefore,also meets the LEED"Minimum Energy Performance"prerequisite in the Energy and Atmosphere section. The LEED Green Builtling Rating System"",developed by the U.S.Green Building CouncY,provides Indepen0ent,third-party veri(ica[ion that a buiWing project meels green building and pedormance measures. 1/29/2014 Product Version 1.0 Page 1 of fi , ' • 1.5 - 5 Ton Unitary Split Systems Job Information Sea Mar TR�NE Seattle Main Office (Y40)Michael Elger Tag HP� Quantity � Model number 4TWB3030C1000.GAM5B0630M-1S-a-000-a-0 Heat Pump Information Heat pump units 4TW83 Heat pump electrical charecteristics 200/230/1/60 Heat pump nominal capacity 030 Air Handler Information 1.5-5 Ton Hyperion Air Handlers GA Convertability M Nominal Capacity 2.s ron air nandier Cooling Information Cooling EDB 80.00 F Clg net latent capacity 8785.00 Btuh Cooling EWB 66.90 F Calc clg LDB �,pp F Cooling outdoor DB 95.00 F Calc clg LWB 5,5,pp F Cooling airflow 875 cfm Capacity @ AHRI 30000.00 Btuh Clg net total capacity 31115.00 Btuh EER @ AHRI 12.0 EER Clg net sensible capacily 22829.00 Btuh SEER @ AHRI 74.00 btuhMratl Heating Information Heating EDB 80.00 F Heating capaciry @ 47F 28000.00 Btuh Htg outdoor DB 18.00 F Heating capacity @ 17F 16100.00 Btuh Heating airflow B75 dm HSPF 8.50 btuhlwatt Htg system net capacity 17008.00 Btuh COP @ 47F ODDB 3.80 COP Htg system LDB 78.00 F COP @ 17F ODDB 2.82 COP Information for LEED Projects ASHRAE 90.1 56.4.1 compliant Yes AHRI compressor power clg mode 2222.p yy EER @ AHRI 12.0 EER AHRI condenser fan power clg mode 128.0 W SEER @ AHRI 14.00 btuh/watt AHRI supply(an power clg mode 150.0 W COP @ 47F ODDB 3.80 COP AHRI compressor power heating mode 2001.0 W COP @ 17F ODDB 2.82 COP AHRI low compressor pwer heating 1522.0 W mode HSPF 8.50 btuh/watt AHRI condenser fan power heating mode , 128.0 W AHRI supply(an power heating mode 150.p W No[es: This protlucl meets the minimum equipment efficiency requirements of ASHRAE Standartl 90.1-2007 and-2010(which are basetl on AHRI standard rating conditions)and,therefore,also meets the LEED"Minimum Energy Performance"prerequisite in the Energy and A[mosphere sectian. The LEED Green Bu�iiding Rating Syslem"",developed by the U.S.Green Building Council,provides��ndependent,Mlyd-paM�erificalion that a building prolect meets green building and performance measures. 'l/29/2014 Praduct Version 1.0 Page 2 of 6 I ' � 1.5 - 5 Ton Unitary Split Systems Job Information Sea Mar TRA/1/E� Seattle Main Office (Y40)Michael Elger Tag HP-6 2.5 Quantity � Model number 4TW83030C1000-GAM560636M-1S-O--000-0--0 Heat Pump Information Heat pump units 4TWB3 Heat pump electrical characteristics 200230/7/60 Heat pump nominal capacity 030 Air Handler Information 1.5-5 Ton Hyperion Air Handlers GA Convertability M Nominal Capacity 3Tonairhandler Cooling Information Cooling EDB 80.00 F Clg net latent capaciry 6828.00 Btuh Cooling EWB 66.90 F Calc clg LDB 59.10 F Cooling outdoor DB 95.00 F Calc clg LWB 57.70 F Cooling airflow 1125 c(m Capacity @ AHRI 81000.00 Btuh Clg net total capaciry 31875.00 Btuh EER @ AHRI 12.0 EER Clg net sensible capacity 25046.00 BWh SEER @ AHRI 14.00 btuhhvatl Heating Information Heating EDB 80.00 F Heating capacity @ 47F 27600.00 Btuh Htg outdoor DB 18.00 F Heating capacity @ 17F 16000.00 Btuh Heating airflow 1125 cfm HSPF 8.50 btuh/watt Htg system net capacity 16826.00 Btuh COP @ 47F ODDB 3.50 COP Htg system LDB 73.80 F COP @ 17F ODDB 2.52 COP Information for LEED Projects ASHRAE 90.1 S6.4.1 compliant Yes AHRI compressor power clg mode 2228.0 W EER @ AHRI 12.0 EER AHRI condenser fan power clg mode 128.0 W SEER @ AHRI 14.00 btuhlwatt AHRI supply fan power clg mode 227.0 W COP @ 47F ODDB 3.50 COP AHRI compressor power heating mode 1955.0 W COP @ 17F ODDB 2.52 COP AHRI low compressor pwer heating ��5.p y�/ mode HSPF 8.50 btuh/watt AHRI condenser fan power heating mode 128.0 W AHRI supply fan power heating mode Y17.0 W Notes: This product meels the minimum equipment effciency requirements of ASHRAE Stantlartl 90J-2007 and-20�0(which are based on AHRI standard rating condi�ions)and,therefore,also meets the LEED"Minimum Energy Performance"prerequisite in the Energy and Atmosphere section. The LEED Green Building Rating System"",de�eloped by the U.S.Green Building Council,provides mdependent,third-party verifiration that a builtling project meets green huilding antl performance measures. 1/29/2014 Product Version 1.0 Page 3 oi 6 , ' � 1.5 - 5 Ton Unitary Split Systems Job Information � Sea Mar TR�NEJ Seattle Main Offce (Y40)Michael Elger Tag HP-7 Quantity � Model number 4TWB3042B1000-GAM580C42M-1S-0-00Q0-0 Heat Pump Information Heat pump units 4TWB3 Heat pump electrical characteristics 200l230/1/60 Heat pump nominal capacity 042 Air Handler Information 1.5-5 Ton Hyperion Air Handlers c�► Convertability M Nominal Capacity 3.5 Ton air handler Cooling Information Cooling EDB 80.00 F Clg net latent capacity 11297.00 Btuh Cooling EWB 66.90 F Calc clg LDB �,gp F Cooling outdoor DB 95.00 F Calc clg LWB 5,5,gp F Cooling airFlow 1250 cfm Capacity @ AHRI 42000.00 Btuh Clg net total capacity 42465.00 Btuh EER @ AHRI 11.5 EER Clg nel sensible capacily 81168.00 Bluh SEER @ AHRI 14.00 btuh/watt Heating Information Heating EDB 80.00 F Heating capacity @ 47F 39000.00 Btuh Htg outdoor DB 18.00 F Heating capacity @ 17F 25600.00 Btuh Heating airflow 1250 cfm HSPF 8.50 btuh/watt Htg system net capacity 26601.00 Btuh COP @ 47F ODDB 3.48 COP Htg system LDB 79.70 F COP @ 17F ODDB 2.58 COP Information for LEED Projects ASHRAE 90.1 S6.4.1 compliant Yes AHRI compressor power clg mode 3p7g.p yy EER @ AHRI 11.5 EER AHRI condenser fan power clg mode 216.0 W SEER @ AHRI 14.00 btuh/watt AHRI supply fan power clg mode 358.0 W COP @ 47F ODDB 3.48 COP AHRI compressor power heating mode 2710.0 W COP @ 17F ODDB 2.56 COP AHRI low compressor pwer heating 2358.0 W mode HSPF 8.50 btuh/watt AHRI condenser fan power heating mode 218.0 W AHRI supply fan power heating mode 358.0 W Notes: This product meets the minimum equipment efficiency requirements of ASHRAE Stantlartl 90.1-2007 and-2010(which are basetl on AHRI standard rating conditions)and,therefore,also meets the LEED"Minimum Energy Performance"prerequisite in lhe Energy and Atmosphere section. 7he LEED Green Builtling Rating Sys[em'�",developetl by the U.S.Green BuiWing Council,provides mdependent,third-party verification that a building project meels green building and performance measures. 1/29/2014 Product Version 1.0 Page 5 of 6 , • 1.5 - 5 Ton Unitary Split Systems Job Information Sea Mar � ��E� Seattle Main Office (Y40)Michael Elger Tag �-+�.�s- H P-8 Quantity t Model number 4TW83042B7000-GAM580C42M-1S-0-D00-�0 Heat Pump Information Heat pump units 4TWB3 Heat pump electrical characteristics 200/230/1/60 Heat pump nominal capacity 042 Air Handler Information 1.5-5 Ton Hyperion Air Handlers G�► Convertability M Nominal Capacity 3.5 Ton air handler Cooling Information Cooling EDB 80.00 F Clg net latent capacily 9426.00 Btuh Cooling EWB 66.90 F Calc cig LDB 58.40 F Cooling outdoor DB 95.00 F Calc clg LWB 57.30 F Cooling airflow 1500 cfm Capacity @ AHRI 42000.00 Btuh Clg net total capacity 43910.00 Btuh EER @ AHRI 11.5 EER Clg net sensible capacity 34483.00 Btuh SEER @ AHRI 14.00 btuhMratl Heating Information Heating EDB 60.00 F Heating capacity @ 47F 39000.00 Btuh Htg outdoor DB 18.00 F Heating capacity @ 17F 25600.00 8tuh Heating airflow 1500 cfm HSPF 8.50 btuh/Watt Htg system net capacity 28899.00 Btuh COP @ 47F ODDB 3.48 COP Htg system LDB 78.80 F COP @ 17F ODDB 2.58 COP Information for LEED Projects ASHRAE 90.1 56.4.1 compliant Yes AHRI compressor power clg mode 3078.0 W EER @ AHRI 11.5 EER AHRI condenser fan power clg mode 218.0 W SEER @ AHRI 14.00 btuh/watt AHRI supply fan power clg mode 358.0 W COP @ 47F OD�B 3.48 COP AHRI compressor power heating mode 2710.0 W COP @ 17F ODDB 2.58 COP AHRI low compressor pwer heating 2356.0 W mode HSPF 8.50 btuh/wait AHRI condenser fan power heating mode 216.0 W AHRI supply fan power heating mode 358.0 W No[es: This protluct meets the minimum equipment efficiency requirements of ASHRAE Stantlartl 90.1-2007 and-20�0(whlch are based on AHRI standard rating conditions)and,therefore,also meets the LEED"Minimum Energy Performance"prerequisite in the Energy and Atmosphere section. The LEED Green BU�Iding Raling System"",developed by Ihe U.S.Green BuiWing CouncY,Orovides intlependent,third-pa�y verification that a builtling project meets green huilding and peAormance measures. 1/29/2014 Praduct Version 1.0 Page 6 of 6 U U (J� � � K m � � m o °' � —_____._._._.— J J LLJ � v, 'C w� � Q ti i Z � O �o o y o o��y � W W Z � O � O �iy Nrn wWe"�W� (� r U V o ��u��n�� u � a V w G w `°� � C� Z�� '�v°Z�vy, �''�S � o o � QJJ � rn )(W mg� "- Q � ti o og � QV Na WC9 ooFa d H a=� "��o�W� s ti , � � y W Z � W O W �rnm �Ww�Wy°,O � �n N y� 2 � w, f W ZJ o �3.�"+., w�i=o�� 'r N W � " = C9J o — � o �2 W�O � > tn O v� �n w� zw °o�o z � N � Zm � � a , > a � c�w �OO`mz4Q � o W � o°, W � � z z �i ZY 3UZka Z � ^ � c � �! � 2 tl1 Z 8' ,n =Q W q� n a O � O � N O nO m EW � E .—____.._____—_—.--_._.__._.._____ y J � ~ m ~ aaa w Q � d V � � U U W z0 $N z" m ¢ � - z� a V � � �� o °Z m a � O ~ ° � � o � � a W � � � � d � 3 N 3 �i � F m iiwa3d ao�a3nssi>�oz/a�/zo • • � • • • • � � � o o °�,i a < M31A3i1 NOj 03f1SSl 6lOd/Ol/ZO • • • • • • • s � g � �n� � � � �C� � � a � � U � � 3 ? � � _ � � ; o � W � � � U v � O � � � �r I,�„� � � � � g � � � � � 8 0 � o� o z � t � 3 � 'dr a � N �a 3 � � � � � �� a � a � Y : � i � � x a� � 25 C, a � � � � � � o � � a �€ ° o �s Z � � _ � � a = � � � � � w � � � a �� vzi Z ° � � � � � o �+ � � � $ �p � �� ° s G � U !? W N I�ii O� � �� v � .M.. C ; O y 3� 0 � oo �� 00 o � � � � � � � � �o � �■■� ? � g�� i � Z � �� Z °° � yQ ? dyP �+ � rF {� p �C � � & � � � � � � Z � SK�d�8�8�."� v4�T�v�f�NN�r�F��iG� ��LL-'��i�F 5»�» >�S'Y� �� W � � � � � W � N � ¢� � � � �� J J � � � � � � ,^ � y Z� � � �� >�> �s� �� V� �� N� 3�u�u3�� :�� 1�� a�is�i�� T}` a •o�v, W� � �� _�� 6�� ,�9 =��s��=��, �_�� o�� d�d � � m �� c a N� �> W Z o °� y �� & �� J ° � — Q ry � �� y'�� ;y$ �� B£� gr�� zG��yc j`�FCy'� ��y ��y� T � �LL ��2��3< ��H�� 23��6� �5�� O�GI�G�� G��C� �■■ -J —� — W� � W o 0 g � � r ' x � 1?3�<°<�re Sa4°amffi°m�'m�� `d'��z�{��,��,�8��'o€�fl�S�`��d��$°��5 ELLE��'2�� J V � U ? � �� " a � G1 � � � W o �5� � � 5 : � � � " � Y � �� j °� � � � � N � � � � � � � 3 � � � � � � � � ��g � ¢ � � � � � � � � � � � �d � � � � 3 � � � � Y � � i�H � � � � � 'E 3 s � ` � � � � �� ' # � � d � # � $ � � � � � � � � � � � i � � � Z � � _ � � � � � � ' � � � � � � , � � � � � � � � � � � � � � � a � � � � � � � � � . � � � � � � � � � � � � � ; � � � � � � � " � � � � � � � s` � s €� & � y � � � � � 6 � 3 F � � g � � Y 4 � � � k � € 4 � � � � � `z `z � � � � � S g '3 6 � � � � � � � � � � � �� : � � � � � � � � �� ;i Q b b� �a !� �� _a x �� , � rR � . , . �° o ; � oo ,� ��, � � m x o � � � � �� ' =� � � � � � � � e � � � � � � � � � � � £ g � � � � b � � � � � � � �� 8� � � � � � G � � � �x � � � � � � g � O � � ° � �` � � § � � $ Y G � � �� k � � � � � � ; � � � � �� § � � � � � � � � � � Y � i5 i�8 � � � � R � � � 8 � 6�x"� � 75 � � e� � � � � � 4 8 � � � �w �'j t m ��v Lf�� a '� 9 47 � � �e � ,, � _� � ��0 .� � �� p I � � � � � � �m � / x � a o �. � � m � — � � w � w � H O xZ N �y j� °>�oowU� F 3 W 3 � d� N� �ti U>yg�' � w u� � = V W � � m Q � � b C� �O� �i �o��h ,y4�5 ��y� o o �� J Z � 'aa (n m �� o Q •C 1 y w~U' UO �o,''i'�' m � o 0 o Q �! y Q W 0 c�F a` CT >z �W o�� oQ� w '2 QU F- �N a S N �K �l O�W 1� '~'g �� N N Q W Z � O �Q� �2o°wW��°,O z2r yy - `-' W = � � f Z W�V rn� 2=O ti V �d0 E4� (/� W ,J W J o 2 W?Op00 v �� U Y � � ar U � V W ��O Cl K W Q rv � a' Z 0 � 0 ¢) NY LQZ'�°� a a � `_ .. � � W p8pm �w n E � ~ m __—� a a a Z�v Q � °� � U "U L^ z� 3� i � a V F= � o� o �z m j � o� o� ° � � wo - � "� �� o � o �o `� � � � � _ o a � � , o� � �� =t � � ; � � k � �� W o a o : a S �� °� �� s �"o �� a � �� o " � , LL U �� m �� w�� _ � �G, � 7 G � `v y� � �� Q ; � � ° � .U�. � ° �� ox o� �� g °�� 3 � W N r�" � ? �° o 0 0 • o o `� N �w � � � � �wi wo w w o f/� a � � �w �O a� e �� o �� ui �-0'' �� U g �,; � �,� - n� �.3 °z S ° � w� � " �� '4_'t s � '� � N ¢ �x �.. � s� F �N � .� � � F<� o� ° m ° � ❑ a s,,,µ f �� v� � � = o �o �� w 0 �� o �o ��F � � � � 43`��,, �� z � G < Z �_ ��o N� � >> � � z �� _� �� _ � � O " W Y �i 3 n w `n G tn `n ° '� FN U � . . F� � a � � � � ii ��zO �� (' aa � �� O3� �� o n 4� 3 � `� � Q PJ � � Z ZN �VI� '� V < Va °� F� Z � a�f � w � �� O �o so � w s; a a � �S �pa h w " � � o F � 3� � 3 ; 3 � �s� �o � � � W �� o a � a Y � � � 8-��°N � =� a� �o� � �� o�� ° m� = ; Z �� ° ^m � � wo � w � 's n� Z � � -� �o U ; o �� s w � -� - W �� _� �s �� s 3 a . .� n�-, p � Wrc w? �ww � a ° ° 30� � x� m5 m � °a ta ia s�+ °w w z � � 'Y .. . I°k �' n�`� s 3 � �6 0o wp� Q �� 7 ��a '="o a �i ow = �o m�a -a �� z � a o � a = -� F— � s � o� o� ,o� �� w�� o �� ` ��w �� o � o� �� .� , gR � �i � ow °v �� ycJi� � � ow " ot � `� � i "° W �� L� x r; ' �a� � � � � '�aa �� oag g a� �a ° o� �a�O �,n � s � w� � � a,� �� 0 � �� °„ �" �� o w�� o� Q �F�'+ ��w a� �3 � �w „� �_ � a w7 �� 1= �i �a;- 3 '°"' � w� � � �� _ � .. .. o oW a wo �W �W ��rc �� o? H�" rc �u w'�o ?z w � �' c° 3 rt �� ° a° � �N �� ja � w-wo a� � _ �� o �� m � �� a� sa �� a � �� n�� o o� a �� <�-, �> �� .;� w w I i I I I I I I I I I I I i I I I I I I I I I I � � x x x x x x x X x x w � W � � I I I I I I I I I I I I " � � � � x x x x x x x x x x o I I I I 1 I I I I I I I � w W � � I I I I I I I I I I I I W W x x x x x x x x x x � � � o � I I I I I I I I I I I I � ,; g g g I I I I I I I I I I I I x ° ° - � - I I I I I I I I I I I I � � � � � � e x x x x x x x x x x x � LL � I I I I I I y I I I I I I � � � � � � I I I I I I � I I I I I I � - � � � � � � � � � x x x x x x x x x x x I I I I I I � - I I I I I I � � � � � � x x x x x x x x x x � � � � � I I I I I I I I I I I I - - I I I I I I I I I I I I � g � _ _ I I I I I I I I I I I I I I I I I I _ I I �Iw I I I I I I I I I _ a j� � X � � � � � � � � � � � 9 � � � � � � � � � � � � � � � � 3 � � � � � � x x x x x x x x 11 $ � , � , � , � I � � �� > � � N N �_ i i i i i i a i i i i i i a � ' ' ' � a i i i i i i � � � � � = i � i i i i i � 3 - i i i i i i � a 3a " f " Q m i ' i ' i i i x �' i i i i i i Q = o a o 0 o Q ; � : ; ; _ , i � i , i i i i � > 5 i i i i i i �y w > � � � � � v i i i i i i " : i i i i i i " � v � _ - , x � x � x x x x � w .� x x x x x x = � w _ � _ _ � Z � i i i i i ! � � � i i i i i i = � � _ _ � � Z � W� � W� x x x x x � �`�' x x x x � _ � i i i � i � i i i i i i � n � W I "' I I I I i C'3 < I I I I I I W w (7 � � _ � � � � I �� I \� I I I I � g I I I I I I � - N �s � � x � x x x x Z � ° x x x x x � LL � x � � o a o 0 0 0 0 0 � ° o � � � � � � x � � � � ° o _ _ _ � � _ _ � � � � � � w W w w w W = N � w w W W W w � � � � � � 0 0 o a o o � z � � i i � + i i vo , x x X x x x � � po _ _ � _ _ Q � � � Q a � ., . < U � z _ _ _ _ _ x x x x I I I I I I �. � ` I � i I � W I I I I i I W � � � � � � " � _ _ N x x x x x � o i I I I I I A o � � ° 4 4 _ � �V ' ,I� �\ � I ` I I I I � - I I I I I I "�', �- _ �, , �, �, „ � � � � I \� I � I I I I � � I ��. � I I I � ' � � � � � � � J � i I I I I I J , F .�Y :1`3 k � I � _ _ ` ^ f � °_ < � ., < . a i i i i i i �' � � i � i � i i i i � � i i i i i i N y m m � m m ,. i i i i i i W � i i i i i i N _ _ _ � � < < � I I I I I I v x x x W W � U F F ? ° ; I I I I I I _ - I I I I I I Z Z o � �, „ ,� � � " I � I � I I I I � " x X - s „ p � ° " i I I I I I � � � � I i � � R, � x x x x � - � � � � � � V � m � � � M ,� ° 1 1 f � � � I I I I I I _ _ _ _ � � � � � � � � � � ° s a a � � � � � � � � o � � ' �g =� �� o � �� ° `� �o �s � �� o �� ° z� �� ` _ _� w `_ _� � ; � � 3� �.� � � � � _ _ � � �.� � � � � � < < � (f U U W � . . O W W IJ U IJ � O O � _ O � � " " �' � Om Om �m Om Om � O O O O O Q Q Q 6 Q ° �:�,,�� ;�� ;�� \'�( ` '0��,0�� N�� N ��mmm ��u � . �� N n Jm � N � `� Z = W � =— � m � O _ ~o °�o��; w w 3 �rn �n o � O a�,+E "° �W�� > � Z � � � T� A t� � �- w m-� g (,� s � a � p„' �"' Z Wu� WW m �",� � Q � ZO� UQ�v�i?�m m� �' o o a a � J � Q t�� oF- a �O1N� W(7 � Q V �V�J a=� "Woo�o� �a o � N QW � W3 fnJ �aN y22=o�� 2P2 ofy,sy - y = W JW ZV o � F�.� WO U' �2 W 4 O 4R —__"__— _ � � �. {l� Z (n (n � WF- =W 2O�q 2 e � Z } N � Q � � Q Z g �u ° ^.t o a Z Z oo� NY wQ '�4Zg¢ a a �.4 -- � N QW pEOm eW � e M � > t,` N � � a W � U �U � z'Z �� z" ro m aaa Z � a (� H _l o J � °Z w r- - O �' v � o W � � Na a N w � � � � � @ t � o N V;i v;i I;/� N V;1 � V U U � g 6 � � W � � w � 6 w � _ � � � > > _ � $ a o � � � o � � o � o o � � � s � � s s � s ,� w �1 w w J w d w -' � w � a o 0 0 0 0 0 � � � � � � � � � � G � � � � � g m � s � � 0 0 o a a e � w � w w � w w � o � _ _ � � _ � � � � � � � � � � � � ; � � � � � � � � m w w w W w � w � � � � � � � � � � � � � � � � � � � � � ° � � � � � � � � a � g � � o � � o � � o � � � � � � � � � � � � � � � � � � � � � � � x x x x x 3 a � a 3 s s s 3 � 3 3 3 3 s �`m `� � � `� � � 0 0 � o o y o 0 o g o 0 0 0 - - - - - � � & � & zw zw W w o 0 0 0 0 0 � � � � � � � Y � 4 w w - 0 0 0 $ o ' o � � � � � � : � � � z > j 3° � � � .� � � n � � � � � � � � O � $ e $ $ a o 0 � � � : . � _ _ ^ � � � � � , � � � , � � , � � � � � � � � � � n � a � � � � , � � � , � , � � � � � Q ° � � LL � J ° � � m > ? � > ? � m - � � m � � � _ � 3 ., n � � ., � � m 1� �a � � �a � W � � � � � � � � O a tf c9 c9 (s t9 (� cf U cv cf cf c� c) cf m W ;v > 3 v � _ � � F � F F G � F F � F F F � F � N N a � 5 � 5 5 > ; 5 � 5 S 5 � 5 > j � > � 'd � _ � � � i i � � i i °s °s s s °s °s i °s °s i i i � o �. � o � U � w ° ° °w °w °w w° w °w °w °w i°.+ °w °w Q - � "' a � i i i i i i m 8 � ° S a a ° 8 8 8 S S � ° 8 ° z o W z 0 0 0 0 0 0 0 0 o W o� o� Q �� i i i i i i �a i i i i i i i i i i i i i i i i J r a � .v n n W O � °o 0 0 0 0 0 0 :+- w w � s s s g � ,� g s � s �� :_ :_ �� :_ � g _ _ _ .. s s _ _ _ � _ _ �z N N �= N N � � �'- "� "� 0_ e3 r3 n3 = m :� � n � m � � � 5 5 � 5 � ° or � � � � � � _ � _ � .. � _ � � ,� - _ a _ � o � _ � s o a a o s, � � � n � _ _u� _ z�n _ �in Yn _ ' _ iin ?h _ _ rci a w p° "� � � 6 c�O un Uin c�O uO YuO� ia jo ' ' �o j j w� = I I �> � o> o> N oN Oyg�> _� a� t� f� �O (� tf tJ 7f �� <� ��i aZ �� `� �� 3 LL� � � U� U � i � Z Z� Z< 2� � �� Z< Z� Z Z� � Z� Z� p Y a m a o ?� W� UC =� UK U� =C V� (�J¢ U� UK (�� U� UO UC Up� Zq �. O n n h ^ �p u � �W i �"N o� W� o� y"� �O i �"� i o� o i o I �i oi o i �' E $ g � °a � rc o a rJ` � � � � � �� a �� < �� < �a � � � � N �-. ��m��m�Mm�� m�� - �N � �- �� mmm��mmm W ° o� w� N� � `_ `� ° Q �3 �3 p� W �w w x� 2 w� w� _� V �� tn - �4 �� H �3 �; �� _ �_ �� ; ; o ag ag =W O '��=�_ ;�_ z O - - �� m � a� � _ a� �� u � - �s= � � o '� �- �o �� Q � � � � � � s��< r�:"s. a � m � Q � � o �' � — ----- W 'O wc� 3Q tiz2 Z � � � ��o °°i oo°�vi w W � � � � �E `�°g ��W � � vv � � W T� � r s �6 W U Cd �O� �i �o��y �'�� ° ° $ Q J Z � °D ZQ a0 �� o Q •�IW WU' k0 ¢v�i�2� � a w o o J N Q J O ciF- a` C� >Z�i W W O�W'� d > > � a V N d 41f/! �rZn� uw°w�w,°uo 'is •5 N `-' W =� W � p O o �QN y22=0�c� �,/ p4y5 N (/1 �W .� W � � O — \ - ____. ___._. . _ � �3" Q c�w z W,�° rR ----- �a J W rn �n U Z ti O ��W e � � Z} o LL 0 � � Z ¢ � � � � a t� � �Y xQZw0.� --_� � � N � � � 9 O �Om �= N � � li S � m aaa=� a � � � oJ � �Q y� LL LL W � U t0 Q � I I I I I I � �' v W � � �,_ W , - �� _ — — — N a N �-- — — — , — r--�— i. _ _--�— -� _ _� � — � ,, �x� ' e x� i � o �� ° (�' � � � �-,i 'I`�j. � I `� " �'II;1, m . � � �i�a� , i -�� ,I� i � � x ' b�� : � }�� " i r�� I � �� I'�x_ G L i i i- �� -�,�X�.�I ,x-s��I- � i i p�Ir�ei�`� fj:, y��', � � I; � ' ' ( i i i- � �� i � "� �� ` x ;� �x� - T �' ; � rr� . ... ... ._ . ...I. . . . ... ._ . ... .... � �� ? U ..II�I�� .I. .. .. _ . _ . .. ._. ..... .. . i I `�� Il �� . I _ ._.. ._..� � r,,.�. Fd � � Im� X��. -�{ . _.. ._.... ....... _. . t _. _ _. _ � :�� I I ) I`�i � + � � I I �f, '��,�� '� ��+& I �� /`� I I � s'?.�-� � ` '' �,� �.,�d�.. �' I I -,,�.. V/ , . ^�i�� .. �y'� � � � ,,p� � � � �I 1 ��.,�X—%�"�I ;�1 I I � � � � x x�a� , } ('O — — — ,—.__ . --- . �-: — -.. .. —. -_ -_— _..— — '� _- _ I'� � M `�� ,t � .. � �U� � �I `YI r � :� ,'��u' `I��: �.. �(��i� ..-. � _ � - . �--... �I , .t � ��z•:i �- '�- ��r,,,�� 2.� Y i � , .�p : .r, 7 �� .L �+ x�-' ' IIf �`t� �g. a �.., I .I• �� • • Q � � �( X �IC .�'—R—X'�X-X-7� 1" �—�l'� � � J � i � X � � � �� i � r�`I, � x-�s��'I—x—x x-�-�= 0.. , i��'i�'{� 'L i,�1�� ,��'��1 � �:�.��.�_� � ��C '�j �� ';, , a o � �i•- 1��I I '��' ��. ��« �� ( �� b + '� �x_X�x�x 1 � ` '�� }�� x-T�=�� °I _ �� !`I'' �I�%�� I�.XI ""�,�.,,� J' '� 1 p � �� „r,;', J '; r, � _� � � ` x�—x—� �X�-� � i r1 "�!��j � -�x° �: r � t :�t'�;, . V � ��I t�,rx��—x�l� ��` x� °��` I � � j Q � �;�, � ��. 4 �� s �x _ - �,� :� > � '_� �., ^� � F� �� ''� , ,��—x X � _ ,�, ; �� x' � i .. � , } � i x�► %_x_, �-.�--� � �x • � �� - oc X ��l � � '� � � ' � � ..i i,_ � � � •r�� x � i �„�. . �,-+x �� „ 0 x x x �� . . . .., I }/'�cJ°° ,�� °� � '�J-� ��. � { ,, � � c : O x � , i � � �� ;,� . � , � � � �-,��._:� � �� ,:: � n �: �- ``- � � � ��; ! ,�� , U��II 'r� �,, �z�i�=x � � � '� , � F � - �, , _., � -` � �f�+�� i 'v �4 �- � � �i � " � �U� � � " � y �_ _ _ ��__::._� � __�..,-------_ — —O � _ _ _ � � - - - � � � i � � , . fi� ', �J; �� ;'�� ¢ __ _--—. ___, _ i ,i i ' � .�._ �>k�.� ., � i i . . ;� .�, � ,,. _.. .. � (, x—z x—�x' .i � (�;� �' �—�— � �I� i i F =] � � g ' ,,, ��I��;# � . � � ��Xy�x�`x�X��x'-4rx�� , ��,� x x x—�-«=x �� , ��,.__� . ��,�. ��; r�►�� v�) �! � � —�— ��, � x � � �� y � � , �� ' '��' k� �i � �`v ��] "�� ' � , h � q � tl ,I � .. X �;' I{S _� .—.x�;Il,, � ,� ., � .., �� } �,� I I ;I�, ��x_ .�� }+�`� � � ��,� � � i `�' � ' � 1' �� i��-�t:}��}/�'�/ ` �('�1 I I I I ,_,�� x ��F� �I I �'�,, I '7�� .* � :.X � � � '� �.��>� � ��Y'� T��; Iy� �}�� i � : i i � i � _ �-Jj I � x x ,, ,..� Ix��-pc. t� C �` � � x ��x ' i::: � ,_ � � � , � x ��X �- x << , � � � � � ��"��`�}i �` i�''�- I ��:x .G,.., .� ��k � .. . �I�l { �; x � �x � � ��— -v� , � � � �� , � ` k l� I I p J_� — _ _ � �. �}- - - - ---� - - ��--�:_ � : _ � � - ° - -� � � � � � � 0 � w � U m Q _ _ _ — _._ ___ � -.,,. ;^,, ' _ _ _ _ _ n J J m � � cNi o '' w U -------�-�------ � r `w 'O wN 3Q �zz Z � � t� oyopo� 3 �N� �om >�tip��`� ~ W � „�U � r E ti�> �� v Z C.� s � uiza y�n w�ov�i '�' � `s =U W "m } va � Q C� �O� » ��c�k'oi � �� a o � Q J J � a�o m Y� o •�� Z� WW o�� ,, � o � � Q V 'n a � �H a Q-m `2� ��t�W� �0 ' or' N N `Q = � W � � �V! �aN y2op�ic°� � � o�,sy � � W � w Og 2 O ti� 4 — Z�.. 02�ZWOQ Y } V Y LL d 0_ 2 Z r zW3o$p° o ° Z �, � UY 3��i��¢ w o � � N F' U Z >Z � o0 z c�Z az _ ° @ � � Q Z9Z � � wQ � � aaa= � � � � � _ � w� � �� N � m K a (� 1- _I o J � -n°, ¢ � W � �U m Q � i i � �� i i i � � � sg g ° � W � � � � �� W � � � � �� —O � a a . v - - —r- r �� _-T`T s� '-�— �_ T— a - � �— � � =� � „�� , �� o `��'��., , � �',�', i �'�# ��: -- Q� i, . �� I C'�'!I�:'L,.I- --- � �� I I I � ' ��I� � � � �� ;1 ° �� F ° � ', �� I i � � - �� I i �� sH�� ;:�: m� �s� ! ��, ' i i � � .`t� ' �uH�m��y' hl�`i�,� �� I ._.� � � I ,.: � �.{ •I I I;_a� _. iI i' � �I° ,� -,—+ , ,_� '1 _ , � I � r � �� '��' i i _ i � i I� � .._. ..... .. .. .... _... . ..._I �� .. � ��, S .,� T�m�� . _ .._ ...... ..__ _ ! � Yw �r � : � i . i � I I ��Y�y' +m ."' I � I I "q � W� <_ ' : `"�-' �� ,µ' k �� I� is� � a t`r 4 � ^'$ �u� , . � I u ., I rri °i .�c_� � � .r °._� �� .._ � - i �S . � II I�..1 � �� n y' y��8 �' � �� : \I �`�:� � ry� I \J � �� i� K�niiii� , � !.. � � - - _� - - - i�.:_ -�_ � . � - �:..: -��-:j.. � M � ' �� . . , v�r. .� �- � ,.. , , ! � � z �` t� 4 � i� � � �, �: � � �.� i�`j` �� ~P•�' -� �� y m � � �. , ; I i a �: .� �� y a � nT}I 6 y ' � � �a�.� � �� ' �/4 �� }� �I; � � I �, I S� _ �: d o� �. � . ° I 7 _ ' I � � ' _ �n � r - , * , 1� � r � � ��,�� ; �� ° I� �- I � o eO� � I- _ I IIIII II ir. :: ""� 'ro� �Y`JI$� ( . I�II�i '�`�I �� '� _ � z � f � � � � �� '�� . Illlld�ill �`' �� ,F � � � �� ,.� f � �; � m� $ � � �� _ ; � ( � - � ��p�� y� �� y ��A �s�t i ' i j Y'• a �'� I �� .y t l;�, r. � ��,�wi i �� — -- �.Q¢ I � �: � ' (� ua � ��T � �an� �� i,. �_ Q . ,� . .' i� _ � � .� � ' � ..[ m , ' i � �� u"�i b, �� !,� � ��'� ' � � m �� a� � � .� „�� , � - � z , a�, ^ ; � � , ,� �` � , � ; � ; ��.� . � �� + �� m �� 3 � � �� ( '�� , �� ,, i ! ' � p i � � ' '~�' � � " i � �' � ` �� J �� -- -- - - ��a� �� +� � . _ _ �V �_ - - - - - - - I � - ��.. ,. k 1 �. � I � ^� � �� 4 � � _.� f��I�' \ .I,J II ��j I � �uIL',,l} �� § R l� � '�� k � ✓iT .^ ^ � � f �� lu °�- i� I� I �� 1 d I ��i : --�w � ., � , . .� y' �,,. ,.� . , y . � � �� r-r ' � �i `i � �q I ( � � � N 4 �i � � �.. � :{k� I I �� H°�., i � �� '� �"I r I ''.��i�. i I � � � � I I qF � - .�.. � � R I � N - - � -- - - . -�-- _"'. _. _ _ _ � � n � � d I .�- § ' � ' I� �� g K � � �I 1 � � Q _ �_ _ _ . � ii y ��` �� l. _ � I „.� �� .� �� ,� ti � o p �� '� „ � �� _ - �� t s ��' ��I �'. �_ �� ' '� �; � �".'1 ��. � , � �' � �� '�, �, C-).� � \ �� • �. ,� k ^ . � a, I b°. 3� �'� � � � a .�� r'' p f " . § � a ,�p�� 8�', ��:�� G � �'+c,Ml...�..... �1�. 1 �� i-� ( � �\ % \ � � � I \ q � � • � i � ��,. v - ' � 'I � �g_ � l " � � � � � � ° � a ' '� '�'''� +�:Fa �S i i � s� � �� e � n- � , �"� � � � u- � � � �' ;p ,-, ��' � _ � � i '�i r_ €�� I �'�, �� " -� �S,i�� m i � � � � w � �� a � � � �, i . - — o � � I '° � ' 'r �p - � � � �V�� o� I� � t ' �e � � i i � ;;, � �� '�� i.;�� i � g � � �g �L � y � �y-1e�� I°j � T. � o � � � i I �o t � m�� S � � � � I I I Yimi � ` `�� I � - � z � � � � m � �` � .� �S � � � � � � ?a 4� �� k �' � i i� � v..[. � ,m �„- m - � `� � � � � � �� I ( �� iiiannl�- I' I � � �� _ � , . � i '� � � � { � � � � r � . ._.. . � � � � � � ° { � �� i , �, '1 � � i i ,J _�` ? ll ' ;�V �^ ' �'lu i :. 4 � ,� rJ-- _ —� _ _ �-��= _ _ � , —� - - ---�-�- �_ a_ - - - - — r � � � � � �� n � w � U m Q . _ __ _..--__ _ _______ � � � � m N � °C N �a W � Q = � ~ � � N ja >"oow�" � w W = � T° � e- �� Nrn wW Q�`eww w w V (,� � �. W m� �ti�>mEti s � = W a� } °Q g � 5 Cd �O� �imW�W� �'i� � � ` OCHZ � m m �� If/� WU` � k N�N�wvyi W�' �' o 0 o Q J J y Q � i�H a` O C3. az� y�°,��w� y' , x` � N gWV 'n3 C7NJ �Qx� �W W°w�oi � ° N _ a = � w Kav �+z�=oti� �'l o��'yy N 1j JW Z - H� 0�ti 2 W�� _> � f� (A Zr Zu�i 300°�o a � Z � ,�•i d � � Z � Uw ��o'm�LL¢ N ° � � i°,i LL (,1 � � � Zy 3UZ=4Z m ao � OQ zmz O o0 M �e � � a � � 0 � O> o �o m �u, � E m m m a � - Q d � 2 U „U � �� NT ? aaa�¢ a` (1 i= � o� o �Q - LL W ❑ U m Q � I I I I I I � � v � o /, �JJ � m \ ��' � W �v � Na � ��' / V - - —r - - T `�"'T - - - -�-� ;- �— - - - � - —� � Q � j/ _ � o � � , � � �,% � ; � � � i i ', , , '': I � i, I I I , I , / I o� I � �I I : �, � . ... ... ...... I ..._. ..._. __..I . i ;. - � . .. _.. _.. .... __.. .. ... .I . �, - � . �� . . ' '. . .. ... ... ._.. ..._. ......I ' ., .,:� __.. . � / I I �� I l. � ! I I I I ��'�, I . � ,', I I I I ��.'�.. . '�, I f I ��, I I �� I I � __. __. _�- - �-- ----- O— - - - --`�- _ } =� - _ -}1 � - _ _- -�; - --O , , �e, , � : iE� � � a' , � �� , � ��, �' �� i r� i �A �� i �� i � ' � � �' � � �� ' I I �` i ' i i i . � i i � , , � . _ - � �__ _____ x . � _� ' � �� i i� i _ i i , � �� i J d ! � \ U , i � i oN i i - i � -_ , � ! 2 ' � I I � �� `i i i 1. i � � - - ` � \' � � � � _ � � � �:_.,_. __ ... Q l ___ _ _ __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 � �;w i � � �� i i � � I �� ' � o�, i ; i bi i i i i � � ; . ,� i � i ,_ i . , i /' i i 1 �� , � � � � � ; � �� ,, � � � , i ' i t �, I ; i � - - - -� - - ; � -� - - - -- = ; - - - -�--- - --o _ _ , , ; . � � � LL W � U m Q � � � � J � � � o rn m W T u`� W O w � � � � � �o °vio�°=v, � w W � y v� O � �E Nm �W Uou�E�' a "� ` S (� W rn Q �Y .8Q � V o ' �S �Y�.� o o $ � H Z W ro �j(q m v� " Q OIN ?C9� xOmWZ¢N � �' o ao � � a�''z� �4� � w w � aQJ �Q OG 0 cih- a` C� ¢?m '��°`��w� �'` z �'n v', �WU z3 Ja a Q a�v� �= zWOwW�2 $ y N � xg W � a 4aaN ��'nZi=o�� ,1p �o y W � w C� J ° � ��.� �U' �ZW`�� 44 _ . ."_ e � � U � Z � � R Z � W Z 2W 1��-�yq 2 " p� Z � a 3 � � 4 ZY 3U=iC2¢ � ° � Wc � � �"�� Z mZ � �� N =Q w �4 __ a a � � � W a � �c'� m �(� � E � ~ m ~ aaa N � � � � � U �NU A �� ` z z K a () 1= J 0 J � Q m O � V � � O J � W �' m a � � a a H � y � � J � ° � � o � � o F— ----- � J � � � a � Z U � a � W � � � N � t r a � i� �� Z � i� �� o � I $� �� ° �a3 � W � �� 0 � Z m �� " = Z , �� Z _ � :_ - ��' � � i � � V Q � J � W ai Z oi W O L=L > a = = I� � og Q€� o � • µ' � =3 Q Z 3G wo _ „a� � � � �� ' � � o�� J W � m �� wa�- a °o � �°�� g � � J $ �� oom� � � s� a� � � O � � � _�� "�� aGc`� �N �au`�� o c� T ¢,i 6 N a O .^+ a-. G � � Q �� 4 a� �� jo o � � ; ��o a� z � a < ��„ ' 1—z Q � �y � � � ; s aac � = mm a � ! - � � � �� _� $ F ��/� � � �� o ��' � a V/ � � d� o �� --�-� ��m � I ' w � � �� 0� Q � � w �� , I I �r,��- _ � W w �, � m� _ L�L� � I I 1 � �� 5� �� W v� O O � � � � � � tiQ �� o� �� e U = � � � � �~��' ��€ �� '�'�� Z � � � � � � w = �� ~�m�m Q � � � � " � 9 � � o�� w �s� ' I � � E,,. � ' W = : � � � � �w� �� „ � � � : �� ; � i ' ' Z� � � m t � � � . „ w o�� o � I I I �Q Q (� .Pi� �°.� �°.� � i° '�" � � ��o W o � � � , � � � � = a � � z " � � � � ; I I I I �� , - - � s - z ° 3 jo� �� ' � �� oa -----�^++1� JQ 1 g ~ � � � � � _ � - �� o � � � i i Q Q �b—o i � � t � � _ w � � ��o � �w� �a 3p _________ i i i �� P ---------,1 I I Q� 7 I Q z � a a � � � s � � w�= �� I ; =Z � 2 �, � � _ � � i 8�� ;� ! ; ; ; �o� �W �� W � = e � ��0� � ��; � ; Q� �� G� w�, wa ��z� .� � 3°. J i i i v m i i � iii e� i 3° y'_"_____� i i Uti � I � � i I 2, �p _____________J I 8 �P � �� U� �� fr o� TH�p,� City of Yelm Permit No.: 20140118 �� Community Development Department Issue Date: 0/00/0000 (Work must be completed within 180 days) Building Division Phone: (360)458-8407 L ""'""'""°" Fax: (360)458-3144 Applicant: Name: SEAMAR COMMUNITY HEALTH CENTER Phone: 360-763-5277 Address: 1040 S HENDERSON ST SEATTLE WA 98108 Property Information: Site Address: 202 CULLENS ST NW Owner: SEAMAR COM. HEALTH CENTE Assessor Parcel No.: 21724141200 Subdivision: Lot: Contractor Information: Name: SEAMAR COMMUNITY HEALTH CENTER Phone: Address: 1040 S HENDERSON ST SEATTLE WA 98108 Contractor License No.: Expires: 0/00/0000 Project Information: Project: COMMERCIAL REMODEL Description of Work: 9548 MEDICAL DENTAL OFFICE TI Sq. Ft. per floor: First 9548 Heat Type(Electric, Gas, Other): COMBO-SEE NOTES Second Third Garage Basement Fees: Item Contractor Fees BUILDING SEAMAR COMMUNITY HEALTH CENTER $5,335.68 MECHANICAL SEAMAR COMMUNITY HEALTH CENTER $ 131.75 PLUMBING KELLY MECHANICAL—3/18/2014 $ 219.00 TOTAL FEES: $ 5,686.43 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision, and in addition,all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am currently Final Inspection: registered in th ashington_____ /Q � J �f .__ �— �� / i Date: Signature Date F��, 1'� � l � Gt'l� �C � � r`' c C t'� �`'�- By. � Cit �of$��moZ (36�, REC#: 00155835 3/18/2014 9:25 AM OPER: CO 7ERM, U01 REF#: 2968 TRAN: 3�.0000 6USZNESS LICENSE BUSINESS ICENSESC&� INC 35.00CR TRAN: 33.Ot�0� BUILDZN9 OOCR�T5 20140118 SEAMCULLENSUSTT NWH�ALTH CENTER 202 2�g,OQCR PL TENDERED, 254.00 CNECK APPLIED: 254.00- CHAiJGE: 0�00 � �- ,�, � . s • • e r�r� enta lnlc . ul ment � ��E��T�D !k�A� �p �014 ��. V N C � N N N m 7 � � _ .g � � � � � � am c > � Y �` � �_ E m � �� o = ��o ° Z ~ �o�� W a md� < � Q � � � Gl o � t°� W w � � t � U � N a � � � � � � � � � �N � o � .� � ° W L Z � ta � � �� d � N ' � t(t � N C � N M (" O � � � o �' ❑ ❑ ❑ �� U ' � W � Z �- � z r tfl � U � H N > M � � M M � x N � � ' � � � � N N � �1N — � � aoo —W F �" °' ° � �� L U � � � C � j J d � a � � N LL U � � Q = Z N p � C 43 N U � � -� � � Q � � � Q N � � / tfi ` T C > � Q O Q/ � t� V � w � Y� > � � < � N N � � oo � � Q (/� p ° O m � ,� °° ' � � � � _ � a. — , z � = Q � W a � Q a �y LL ii ,g�� a •� 7 , meG�1 � �� ' � ii �� oO i �� i �� '' � � � �� '� � � � , �_ � i � ' rn o tu c�VO � � � v r� ...y - U U �� v � � � M � @� \. � N (d Vv � , L N ' L "' fn . W� -� -. a ~ � C C � 3] ..r J O �' �'' � � N � tA M I� � � � .cs ifl m �'� } � £ N W � � � N N � � C a `o � � � � O � � � c� m d � Y �> � � � � U U V N � � + + + + t t + � 'p M S � � W � � U CO �i' ap � a `i" �..- J�� (n O 00 M O C �- �..-,,�, i r�D�m a?> W = N , � , r ,,. e- � . � ! � � O � c C C .a � �� t�� C�j � � � O N � � � � + �� Q'� � �?4�83� t� � O N � O C�! Cfl � � � � N ( Q (1 �, N �� t m � N � � �N �� . V > <� v� ( (� � �I �� Q � M + + + + � + � + ! + � � � � � 2 d c � W � r � � U U U S D O � �� i �p N � � � � � fS� CO � N } O N a � 00 M � O...� O � � W T � i T � C C l t') � .�i v N O I I � � � � ` J O (� �� t—N m (n � S . s O C C C � af- Q �UUj � _' � V W O tV � (O O V , 00 O M N � � � 1►� �, O � (n e- � � N � r- �i � J a O + t + + + + + � Q L C C �\ ' � W ,� t� � C � �. � � ; � t� �A M r- O .� �. "O � � � O �1' O �- �- � S L' V3 d d � �G O E � 2 � N N ' � tf) V U U V O O ' !.�_ ~- tttt j v � C� � �' � ~ .�.. U , � ! i � V W � � N ; � i O � � i a M � � � C v .a C7 (`'� O I .- �- � � � � � ' -� �, � c'� •- •- .� J M � r � � N + � + lt � + � + , U m ~ m N � i°n N (V U i � � o ) �� i p .� ° c � cv � j � ' N � ' `_' I �' � Z ; �j Cfl tf� M � �- p � � 'y ��' � � + N N � N = � � i � s � )- � > a- N N a cv ,- o .- o � � o ' c� ' ca , ° � c� � E E � � � � � � v o0 � N o � , F" p � + + + + p � ,c � � vi N = v Q = >i `„ � ° j ° ; � I � c° avi � w wZ v o c c � � J � N ' i ' ' � � U) 'V . N ' O ; f!1 N C� �f7 O N O ,� _ �� , �,,. N Vl N N � t('3 � M � � il W � � � O" � N O r- O e- Cfl W � � � � W O� tV � (.Q � � _ � E E -Y O � ` = r Q U U U .� i I O v j ' O <- r- ' O .- �n � -F �1- �f- i w E- � tD � ln ..' � � p � vi c c c .a �? W � Z o . . . � V1 � M N O ; tn I� M � tn � � � � � � M = i N � (y r L N ; ' I m � j � ,a � >` C�1 E U '� � c -Q � � � rn � V � N � N N A �. .�. ... >, y, .� � Q � V C C C � � � � a�i a� u� � Q � co 0 0 �r a� � vNi N 'o N � rn vs Q Q c � Q Q = �c o E E t� � U � � �. orn � � � o o °? � �S � 2 S� a a. � N N X > > � U � � � ' � .� £� 00 00 �� o ' o o M o , � !� '� a� c OA 00 � v� v � '�� i O� �� QO � t - *. . � N ,o p�y i OO � � > � � � o � O 'I � 00 � 00 � �c �,>�.::,,,� Y � � ~ C :.c 4I p al � � _� �_.., (�N C � C E � .--�-..��''..., �`_",.��. � U O �p � •✓> • �L lV th � -— .. . �'3 ! _ � N `' >.a • ' O !n E V i—a c � � � o U-o iV h I— � �� O� � U � • • , (} o A N co � 00 O� �� 00 01� V v 00 O A c+> a� ��O� I�� 0O N o i .0 � 0i � i �— ..� � � d' � L 0 '� ` c � � � LL �N Q O +. 4- � ,, i � ,Z ou 3i ! � a 'a j N ° ; Z i o � � � ' � � � � ` E a � ` a O � s N � r-. �� O �O N tf) � � Q. a � a� •` F ' � � ty 'tn cn v �; � c � c , = C .�. '� j v.�. j � N �� ' �C� , N �m'' . � > O W a � c � o rn cr 'v �I , ��c� ' � O ' c � �c o v a .c �a� l�� o �� ' � � p,►� � � � i jl ?�'�oo � c ii 1 0� a d , E ( � � n�. .� a a� � h� O o �=� d � � F�-- o ?, �'a c E .� � �p l�pi 00 � o��i �• a v p ,u s � n r� r"i� � �. `J � � a � '3 '" � C� � � o 'n m ° y � � -a� .- � _ > � L � Q� � ' • o �s a i � r. � � � Z � .� a� F- • ' ' > fn a� � s • . � '� � � YJ Z E C � � T � N � � � �= I • . Q �°v� c � � `Y � J Q I ^ C �� Mm N C � C � N s• p M� OiT C � ' ' 0 � � � � � •-` .y Y � � i � !.- �Y '�..'� C � � r;�'= � � � � o a; .�.. p f4 m v �. � ��, � . . i �f— N�O � ��.�+, � L 0 y�3 � Q c �, N a � � a��i � a a v�s .c E ' � �,�o � ^� � � d �,�„ � p p Q m ^� c�C d�� N in c� 1 0 0 � o 'T� � � Ci' � � c : ,o o O � �n � 'S � c � .-` � > � O� r� c� � V .� �i `� a � � �►�� E � P � � M � �� N U . ,� � � . .�. �. � �� ,��ao � � �� m--� c E� �V ' M C�p C � � �L �E 3 3 W� j-' o�.Uo Q T N I � � ~�Cm w � Z y� I � m-�i ��' � tt� � Z o m � o � d, _ � ;a� a�`� � � N R �n ,� � � � Q' o o� � � ; a� � �u� � 4 � V �J 0 � �� o � t m v � � O7+ �tN� � I -a � C N F-- � cp �� c G N - "' o O � <`�ae � �nrn �O ' d � k � ; a � �♦ ^ � ... c '"�' v cm°m ' °0 ; , °- � � p o� > � ' ', �v : *: � p � �� v�iy � (f C C �{ Z = a `-�--" O ;�, U i 0 p `- C, + �.. �'� O c � C � N a—� � m� o � L m Y �_ �y J�� I� � a�� (f� �n y c a Y f°-a m i` c. Q � u�i j a°'i io :: E a Z �" O �°- � ~ p a� D �.� d� � 3� O � '� . �Q � Z a�i� ' °� o `�-° X~� ' � � 3 `m � 3 � —... � � �i; a � m a`> � O p o N J o QNU� ��i d t �N �. +. y � a ,c a Q Q � 7 � �� C C �� Q � C W 2 f6 01 � (JJ C1 �� " E ` CS ._ � C � C = f6 Y C`• N �� N Q � � N � t0 `l W �.n �:� J •� � a� � Q « � Q Q � o 1�► �- � � � N o a � .� �, rn � � at4i � 2 'D N N 7 � C C �i71 -a � O � �y N � � � � .`� v °� - u�, � c a1IIi "' ,r, ^'F �•5 p d � � � y c . � 3 i� d = o � J � o ,� 30 � � M � @ 3 �, � ' .J < � _ � � o � � � � y � ° U� J �u a �. o, m � x t� � ots � a� c v c� Q ♦!i (��+ _ � N .� � � � y } C > � N oZ � ... � G E � o � O_ Oo 'n� in yc�irno " a°'i � c� a? � ui � E v c `� y �� °� ((� +1 � c a�i�, ° '' c�i � � � � cct6iN "-a J a ,� � a cv 0 a� L d c � 'a � c ° �' c �� oc = � � .. C .�'D tO � �a � C � y • y Y � h-O � � � N � L C � .N y � V C O � J fC0 �► F— �� o ~ � O -' • � •.�. a� c .— -o d � a �c y co ... 'n. 5 � � Q m � ,� � � d � J U U @ �C J 7 5 O � t� Z a � '-""- N W �� N � J p c � Q v� Y �•»-°. � c OZ e- N M � 1A `p ; N Q� � tO � ; L7VQ� O—�i C � ; O~ d�� a f.- ~ �y O �� L Cy�� O "� ^ (0 � �0 � 'V y i � 2 �� ""'�"' � C N � — 0 W � h O �1/ Cc � o �� L� � C � � '� \ C � � � �J � :... y v � � �c' -------- -` 'E Y o Q o 3 �� c � � �' � � y � ..� I,t) �v ; o .� � � � o � � .- � "- [� � � o �m � Y m '�°n�m� � 'a c o .n ♦�♦ � 'o _ _ � ',ao��N; ,� .- co c� �, a� � Q. m E ° ca c m z "n U � o a� E? �°, _ � m ' ' U C � m •--'-----' O Q. � Q � `� � L O c � OfN o 0 ,�r J �p c � m °' 3 � -a � c o� ", 'a��i Z� m �O � O� � � 7 � � i�A � � C a�� d �; � � � QN � � � � � N v � v� _ � E Fw u, �, � � F- c � �,aj �C � o C � � N Q 'G °iS� ~ .e, � � tn� � � Z � � p.� z o C� C Z� � V � y c(� Q � O � 6 N J �� N N � G U� 0 m� C ON �- Z V� rG °' ❑�J" ❑ ❑ �4� J � � � ♦ � � u� z o c �t ��3 � �� • ° a= � t�, ° a- � aa 3 =w.d3 s� ' � '�•= � � _ ' � � � E a `+' � .�'r� a� o' C d 'a m � �O � �� L � � a 7 � �L a � 7 � O.a e rn 3 O^ N Y�' nc o,cy, �u0�0 Qm a a� E ° � y C O �� p� �a O � � « c� N N �� m o.> � v- t � .... Q .= C w �N� �o� � 'y m i. vr� � � m C � V ,� � O } � 3'_ _ a� � 3 �� cm f°tcai �n p •� ';� � � � O a � C y° � yn3 c°> a', ° d� O. +- r- p,j + i � �S � i�0 � o°c c°' � a�i a £ � _C O� V („) � y 3 C n �a L : 'a `°c/� °7 a � O� C � C ,� O > ;�� °_ � �� _ }° Na� c� � ; a � 'a� cv �i oau � o ,�� m � � o a O.. � � < Q1 C xaC jaTi YE '�'" v y �iv O •' O C� V < C � C C "'�° � � Ec o rnm0 �y° t � r�. � L CC y ' � � O � O 0 NoU "'� c c �.�-. �at0i �y � � � � � �- �� .S lU O Q-u,C (> o U p ��. v a� v t �n N 00 � V � � �-X r- ,C N°° � �' °c J� d.3� V V V �M O d > y 0� C C � � ' � a m c `�" � d m d � � .G �p : � .s..� m �� L m`r N m Q a.a � _ \ �� ? � V j m y �= N fl. m m._ L � ' � ° � � N ° � N � 7 � Q ��Q � � E t y � ¢'�s a � a a �n C �- ;. �O � � =s O O y o o � �oo �y x ��, �, � c m y� � � v, .c t ��X o.. � u> O O M�, ��,< � � a � a �'a -o c � y -a -o N•> m a� � N C� Z N Q1 ��. N.� C � y O fl. G. d N V � � � �� J 3 Z �a a� a a s°� � ? �°�� "' � M £ � o � a �,� � � vc o a ao H Q � c � o ° a�i c '> "> 4=.� � 5. � ; a, 3 0 °'� `n �'° > > �.� E u� J � � o m�,� .�.. »- > 'y y a a � o > � Q o c � � c o0 o a:� ._ .� > o " '� � y `� ° _°- � � m N � -Y � °_d ° � � �� c a � � o m �� a o �° �.° a O -' `°� N\ °- °" ' ` ° ° N ' °' � �c \ 1 y 3 Q o o �;.= a� � � 'C O O ��o�o —` ~l a � c a� `� HF � �� o o m °'�' s `� a� �, � Y ._ � � p-�o �`� ° Nm v � �> o�i 3 �t, ci �* � � � > o� c°� ..s � 'o o c c o•° > � o > i C a Q „ �� p r- � ,4?v- C = ~- o� � � � -°' a. � o a�i -' �;� °v 3 � a a�v � ° �� o � Q �m o v x � �° o o � � �.a � L �'o-Q Y N �'�` � � a� dy� a� � � ai '� `� �av � .. � � 1 � o s c m a �° c � .:! � c ° O � c � } . c ----- � Z•- � - a � ._ 8 � u-�U � o y s•= a�i m arco a � i � a o � � o �, � ="a E E .co 0 � � � � � � •�a� °� '� 3 � � � ��° � � ' �n _ Q. .� � - a� °' o � >.o ' � � �-a a W , T� o �-• o °� c � \�'� � � �' v c� m � ' �-� � � � c� ma � � ° '� so °� �� `m L-o � � �� a � I`-� 'o�a o � �, G� m :� y a�- p -a > _ � a >.c v � � v� �> � � � � 3,-.a Q-o � �' ° � :a X a.N `o � � rn ` ' :n � °; m•� a �� o •� a E E °' �y r� , � � � � ,� .� � aa u 30 > > s � o v � = a� � a� o a� � 3 L _s m a. a .. .a a� � _ O '6 r �� a-p � ' � [ m C1 O O � C O � v� B. W � c�D v C� N ' a � °C � � ° � X � cn v� N �`V O +) `� � a � " '� �-�a a�d > v c � °.-° c LL+ u� c�i'Q� ° Q v,� ' y ,� `� a� � om o° ►- a�vu Z Z �o-a v � $ � � � �, mm � � � — � � a = c � _, d�� o U � O F- �p ,� �p .,.N � p O �,p � O C� � � 7 m C ,u 4 j �:� F- � a a o = � c� 3o p � ° a > > � 3 � � cv � O I m m `�'o am� QN Vt•�a U U � �s .° � � 1 L`: Q Q ,c � o = v-a� a�-� � .. � � c� , -0 3»,.� � c oc o � Q Q v.._. � � � LL r u� ,,,� -a� ° � Or� UW �..- � � �N � � co ? � I U V .•. Gi ��- Z � w � � p Z Z �'O Q '? i w '� '� ' a Q ° � .'� c � � c u'',, uo� O Oao'�o � 0 p` � N v � 'oo.o o a g oc ,�,v �- ►- a � �' ( m � .. z Z 'ov o-`a:� Ja� Jw ��"� g � N �� O % 3 ( W � O � p ' 00 �.E ON �'� fQ„ Q � .yQ� �.! � � I O � � ' v � �4' F- 3 � V•aa N N ~ @v � o r + _ � Nf Z � � ? o` =>o OQ O (~j �s � pd � x � ! v' cn ��e Q • a v V �.= o � Q =s a Z O Z ? � c ?�>> o�� o: u,„as p = w X Q J � Y W i' YS"C N u y � 8 p�j m W Q d � � � a tQ N•° ►Q- 33 �•� � a�o c=n 0 == aa N Z Q m (.� � W �- (� _ -� Y -� � ` � ' o � Q � � � N ; oI o ' � ! ' L, � � f d Q , � ,. � .-�. C7 � � N O ; O a I = I L i U I � � ,..,. - . � ` ° ' > Q � � � � � � ' ` a U � U � � i a � �, V � � N � .r Q cfl > � L i � � � U I U � U ' �' �; ' m , � � Z � � � � j MO � � a ` a � � � N � I < �� O ` � p i ~ ! i'' ` ;0' � \ i ! ' �'... ~ ��: � I I � i � . �� ! <V � N i' p � O ' � �; �� ' ��. (� �' N � I N � � � �' � � ; I � �' �' N � � O. .0 L -. V '� I- .,� . � L ��! .�„ '- ( U i U d '� ' '� CJ Q � O (n i O � � V U � U S u- j � it N M �. 0 ; .'� N � .> > � � i N ta� y � ' � � ; °- I a I a ' ' a� . � a i � ' i'� et � \ � ' � m � � ( N �' � (� T d V � i I � } i� O� � � 0 > ; 1 Q � d cr5 V ' a � � � ° � v '� � � ` ° m � t� � i � M � o Q � '3 �n . _ i `� r � � i a� � � � � � `- o c� > N o , i� I z u ; � ; t- ; a d � � I �n � t� � � N o v o a� � t j � � lA I Z I O � � N .c m .� �' { ? V ( (.� i ti ! o tn U � ! N i � � o N ; $ a' ! > � d i a 1 N 'Q j d a � � c V ; o � ^ g � � � � � � N � \ I � I ; � d �� iv , � � j � N � � N � C C N � � i C �- � � � � ` O �� N '' ¢ a3N T � = N � ' o � ' � � � �', ; in '': � � 2 o�S I v�i � N (� Q -p (.) C.) i � � i � ' i s� d ai �� j ' � N (� "� ',, r °' xt � a � C� o- � � ! `t � ° � ,�a, � � � `o `o m + fl- ! i- a � n- a � � !. z N ,� a� Q N � � j N o � i� i cr5 � csi ! � i a -�o � a`� °' N ; tL a� f�— { � � � V N ov o a� ' � ) N cnl � o � � � Q � a�i � � .c �i, L� a ; U � V � � � c o o x � ;� � 3 � � N a � � ti� O a i d > ' > ' ! o. o 'y 'n , c -., � � � � � � .� � , � a d I �" �'n .� m ; _ -, „ V i o j a � M <"� ! ih � � i - � -NI 'r o ° � i ' c 1 (V � i U ' � � N L �' C7 N ! � � � . �t6 (�. > ' O v � N �• c�o a � p ! � � � � ; � °' �' o � , � E cv ! N �' Q C7 W �v , O ; �m � � � ' p � W � ; � o cv a `'� c c i i o .c � Q C , I i '� +.. h� a. � a o 0 o f L �i. M � N .v p � o � 1 C (JU � > > � � � � � � ; � � � � , 1 � � i �l � _ � �y V � � � � � � '�. .� � 1� Q � V S � � � i � i U3 � � �� Z I�� i � � p� �^. 1 U � % � � (� ( V j � � � N tC N ' � G � 3 � � � a i d � p�. '; n+ ? � v : � .a C� a , - : -N � � � , � r,i �o m l!'� �. � � Q �`p cV N � r- j N � � i '.,tn ��.. O N Q o = � j j ,� > � � e� � , � .� c �t Q i -�p � � �, � ; j � 7 � � � � � � � C I � � ' � .� n � L � � � � ' s a � c� � r.�' � C� v ° i cn tn Z � o� M tn �� m U3 u. � M , Q � p � C) � N iU i > i Vi -N � � � � N � N > e'2 i �l � d al � � j tA W �� - a- - °- , H � � � �� • � iN � N � \ � � ' O � N � � i � � z � � i � � ! , � � a� � i m i o. ! I t� c % Oa. ia. � pI � � �ia c , i . C? � y ! o � ` � Ic ial � 3 � Z m C �.J � C , .� C � � � N � N � � , C � � I � i � i � C N O> � � '�-�V ! O I.� I ' N �Q' p� i N m ` � W ^j V i� ^i � �� Q 1 <p �� " � � � � � �� y �I N ��,(lJ N! C I C �- i � � ; � � (� ` 3 � _ � � �� f � � Q � �� ; � �.. j@ � Q U a �v � .Q in w � a = �i � i � �� d ' E I cts .J ; o � � ,7 � , � � � L �._ � ; � � � � � � o � �o •- � � � a�i � 'X a� a� � � � m � �� m � � a� a� � � o > > X � IX •� a�� S � ma�l H � .. �a , `° `v � � m y � � � 3 a w = yw � �( g �� 1 > im o � W �' > > �'S � � CC -� � � f � a .. � �� _«�.- `L a � �C � ^ a �H 3 N 1 � � m d � o � >°;� N Y ?` C �� a — n. : d� a m '� a � , .L � E a� E � � °o � rn Um �� o"3 � N rn� �'n c � u: o cai V�d c .� T a'a Q Nt- Q � � � �` m 0 LL LL �� U �_� � �a ` O� Q � � p�pl ] :p 0 O C S � a a•a u N N V � W j O m � Z a � o `o � _ _� �o� M o�f UU' = C ` i r �' \s � K�nN a � £ � ' - � e � LL�cNi m y � � U Q U a � �xa O 0 � y�V J �` ; ; d m QLL� � ' "% _ o a �� 1. � ' � -�� .�� ha� � � - m Q c��'4 � om � � � y -•``�- •�'� os mm W�= 2 ` ��O '= � m ,' �. �� o �c QQ' ° °' °' ' C C° r p w c y � �e � �� -p m a¢z G � a m •�u. W o � ' � � d r � _T_�t� Z .� z � � � � N R ��W' .< �w 0 a a � o 2 � / m r d ; ! iY � � U Q �[ V �` -- ,�y�.° " � � c ss . O� � ` a y-a a '��. '�:: ,?i=w F = � ` o �� . c.Zw � Q 1" o ��Z� � �•° V tNif v , �° q�•� a.O = 'Y1d W � sm a 2 � � E v.c�.Y ` E a �S � f— a E� m �Y- � a z Z -� mm w -a m i u. o � _ ��. O � F y� J Qtn? , w '8 \ • � •iA G. CO- � m d C w i�•' . ,7�., � U = Z o ' � � �. � � o> � -- , • w � �.__� M -..�-`_�r�-; Y � �=,a , ' -- .��-;'- �s Q Z c `� Q� --- - � � o V s m�, - ,,� ., �, � Q � •3�... ��. .�` �-,.�'�.� U . �, � � `o•° ' �` � -� � O �r� ° i i � � w � , ' � v .—° c�� ; '�'`, � �'`_-_�� Q c c.� . . �� U J C '�= `o ' �' �y �,_, " `� �=� ' }=<� Gt iy u o ..�"'', s. w 0. � _ m'O • '� � � _ m V � a ` � �� c T �„ m� m � � � ?` � ° a� a � � -a o ma m ~ m V � a,oE � a � m'o� m� ``�,o� " V N • �-,9 � � _ � O X w � 0�d t� m� _ � N .w �+ � �W �„ ui.?E LL. 6�0 ca o°�.a o °-� V �o Z ch n. ��,m : t� a M N m O� a= � o�? V �n. �� ~.a o . �'�w►" j�d a a N j a H� � m Q �� 6i � O.$ m �O 'II ` • • =t � �I� U �a�i "O 1 I N ' O� V I (O OD x ; �� c a � �� O'_ i � X i M C CO� o� lN� W � �LL � t F- !21 �VJ C1 � �0 f{� O> O j � f aD 1` i ._ '' � 2 m ?' Qi�' � m� i CD N , �~,,,i N ' �v�j ( � I � � � " a'- � �n`. I ' � f 1 i � n c v > � �v � �0 �d � � i . ; : � m � r x °' -> �^y � ol ° � °mi ° In°i c°ol a a a � o '0 ` ►-�o � rl � iNiN � v_ ,n � '� v > � z m 3 f mo �! �o(�j � j °r° �`�„ � � �2� > � a � J � I � � ; � � (, _ o n aa� t � � , ,, (p N N � V` . Q I O �G7 I � � t i — O > ! o � I o� � � � > N � =in .H X ° ° �°� o ' c� o i ( � � o � �� o� a � � oi ( � ` 3� ni c�;I u�, r- ��- v ; ; U a � � � ( c ' N j � � ; ; ' i � O) ! � � y v�-- o o � o; oio � o ' L � ia� ao { m �m c. � vio '''. in V c 7j a .- i .- � M� r� � � � r�'�, N X � � � : �� w o � ! i I � n {� >� �o - � ;; ' , � 'U vf I Z ;z = � > � i '} � � ; � i � . 4! m� _ � a.� � "'� � ; N ' � � � � x�, m�M °. � o� � > I ' � ,�j � I �, IQ ! l2J m�m � � I ; M U� ( 1 J�� a. 0..' � ' �._ I I N � h V W o°'Z � �'°� > � � � - M _ Y > � � (� - � .a c v_s a� a� w �Ll a a� :° c ca � > � � � o � .� � a � O x � a � N nYg ZN � � �' � �a° � �.�.�►� �:,��► � U � z � � � � a F� y i ��.�� p�'� � f6 � � � � � " � � � � � � � � 'a O Q ~ � N � � a � � � . ' � C � .0 � � � � �� ..: @ c � �� C,) c U � n v °cr � N � .�c �' N � � � a O � ,C Q � p � p L � � >+� N � � �; � N Q. � j ~ ,� `� � � � '7 t!1 � N N � � -p � � � U t0 � � � O : � O' W � L r � � s C E C � � � LL. L � O � � :� `- 3co � ofl- ''' �`= 'c � � N o- a� � Nc T a1 � '_ � "� n � C � � � � N � C � �,., tA G N X � � N @ .� G � Cn� .,�„ � � +'C.. ,� � W � �W � � � � G) � U � � '� � � tn � 7 J Q X L l6 � � £ � � � �. � f9 lU -p O o � � -> W c,) � �' V t6 ... -C .-� � p a.. X Q � LL1 t0 � ' > .� �` U N � C . � O 1] (Vp ' � N (d � � � C sZ � �� ,� .L.� '� � � � � � �O 2 tII '�' � F- � � O � � O C rn c� C c � � � X � .� = U1 •� '� (jJ y` u t0 z3 � � � � � � � � Y •� ll,l � --� caE ,°- c Zm � �n � w � � � .� oc oca � '� .c a� °� � Zc.� � � oo war � � � �� a.c .r ,. v._ .� fl. a� s � o w �' � � � � 'a O �. mv N � o � � � a �, u� .� a� O c tA � 'i' > � V � °> o �w c � a� 3 � a� o � co � - E � � N c F" rn Q. � � c � � �- _ � � � y c a� Z — � 3 ° � .o uZj .c -�= i .Q-'cu � o t cn � .N � � � Z c w �n � .c � � _o. � � is a �co u, in � � � � � "� .w a�i � � o � n' � oo � � ca� fl � E � � o � a�i 3 � � c� V � ca�i �,� � �- � � a. o � � °o � a�i � a� � � � a� m � � = � _ `° E �n c c c Q Q- o � r= � ' o E y � Q �- " m rn _ � O w _ � � c �� Z x � Q1 [4 . � tn � N .., � t11 � � Z °' v,'3 � " � ? w � a� �cr-.$ ¢ .� � � � = a�� ' ' �u ' � O '' V � � � a�°-- � � o. axi �' � ct ° rn � a ° " � asi � o a aY •• �, � a. ca a� t- o@ a. •a � a� � o � � X � Q"o � X = � � ' � w' c � -, c � = W °o � � o� -� y W W � � � W a � � � m Qf � W ".' � > ` = `O C . � "" QZ N � "- iv � a� °� � a� �n fl- a��i w � o ,o � > ca E � > � c Z' � � v v� X N = � � � o u�i � � Y '"d o c....a cn o w X •� o H O N � cv N c�o � Z y � p � Q � d � N — 3 � � � � � a � � � "p c`u W > NL Z3 NL <6 A � �y a� �y v, v o � eo a� � � c a. � t c r a� � U � Q � -S .c � t� � Q > sm C a� o .E � x � � '�, xt � a� � X cyn 'c W . w = � � wF- a� � aa� � � _ � �i a; � o DENTAL A/R SYSTEM with Membrane Dryer h�,, �� ,�� ,�x .�+.�- ,.w ��.� ,� a � � AS10 AS21 AS22 � 6�' � r��I 1 ; II I 1 � i .�.+w..�. ,. . : � . .^ ' .�;, %. . ;� . �� '. .._ ` . , � �9� � � Yf.' :J4:z I � � i � � � AS30 AS50 AS70 d PRE - INSTALLATIC� N GUIDE Doctor: Address: Phone#: Dealer: Dealer Address: All Installations must conform to local codes! This AirStar Mode) is being installed : (AS CHECKED) 0 AS10 0 AS21 ❑ AS22 ❑ AS30 ❑ AS50 0 AS70 �so A�R 9001 tE[NN/ UES !SO 134$5 FOA-GMP COMPIIAlIT �NI � � 24 Voit Circuit Connections .----------------------, � - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - + ' RemotePanel ' ------------- � i � � i Pressure Switch � � interCOnnect � � + ; �.r� � , � Cable � � , ,wh;—--- -- � � � ' � � r^ i i � Yellow 2 � � See � �Ilnw 2 + i , � �� t � ' � � BLU-►� } � 8LK �YEL O�N RN � i Brown 4 ; Note 4 � e 3 + ! i 1 BLK-►G� � I —�YEL � �—� � � � �-------•---� i � BRN�c'� f `-'4 f-BRN � i Ora e3 � ----------------------• �9 � � i � �i� � ', � i °—�l i ' - - - - - - - Connection � � � � FuNre Use � � 2 YEL without � � From '"°' ' To Remote � � )----�� i � 2a v Switcn � � �,;- � Panel � � See Noce 3� � ` 3 0RG q BRN � Electrical Box B�u , n , � _ _ , � �,�" ��' ., � .-------------• - - - - - - - - � d , � Notes: � � � 1. Use 1 S Gauge,4 conductor,interconnect cable between the � AirStar unit and Remote Switch Panel. � �� ; � � When any 24V circuit exceeds 150 feet,use#16 AWG. � � � ' i 2. As shown,3 conductors of the 24V circuit cable from each canpressor � � connect via Uie user-supplied interc.o�nect cable. i + 3. The fourth condudor of interconnect cable to be used for future i � equipment options/enhancements. � � 4. Leave with factory connection,without a 24 V Switch,or connect � � the associated interconnect cable directly to remate switch. � � Please note that one switch is used for each compressor. ` - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- ' Site Requirements AS10 AS21 AS22 AS30 AS50 AS70 Voltage Minimum/Maximum 105/125'` 105/125" 200l250* 200/250* 200/250* 2001250* Full Load Amps in. Circuit 8 15 8 8 16 24 Breaker Rating (Amps) 20 30 20 20 30 40 Minimum Wire Size(AWG) 12 10 12 12 10 8 Watts per Hour 330 640 640 660 1280 1920 BTU per Hour 1,126 2,184 2,184 2,252 4,368 6,552 *If actual facility service is above or below the ratings listed, install a buck/boost transformer with the corresponding part number as shown below. Buck/Boost Transformer Part No. 67500 67500 67002 67002 67002 67002-1 2.0 KVa 2.0 KVa 3.9 KVa 3.9 KVa 3.9 KVa 7.8 KVa All AirStar compressors comply with NFPA 99C level 3 requirements � Equipment Room Layout � Building Power BuckfBoost pUTSiDE AIR PIPE Notes: Suppfy Panei Transfarmer �op��a�� 2-tnch Pipe for Air Intake. 1, Remote Air Intake Kit Manifold-Refer to the table �- Must be protected from rain and animais below �isting the kit part number corresponding to the �'e' Shroud 8 AirStar modei. �>.,,;,�;::,��' � r�Screen� - r � : � Q 2 Remote Air tntake Drip teg 8 Valve -A drip leg �� ""d°'"°°P�Screen '',�, with drain vaive must be instailed at lower end of the � '� � ; ; remote air intake pipe to coilect condensation during y � ~ '� w'` ; ; operation.Attach a drain tube to the drip leg vaive to atlow ? s ;! ;; Remote Air Intake Kit Manifald - Kit drainage into floor draiNsink. �� indudes 2 inch PVC Pipe and flexibie „ hose with 70 inches of clear tubing for 3. Membrene Dryer Drain Vaive - lnstaA the Drain , ;,' connection to the air intake of each Tube and Drip Tray Kit found in either accessory kit PIN � compressor. See Note 1. 87133 or P/N 87134 used to drein moisture coi{ected in the Type Style Membrane Dryer. • ..° ° AS10 5-20R �,reen� �� '_"�";ij�"""'i : AS21 NE�* �Ot � � � Remote 24 Volt Switch __ ��' ,�� v with Pilot Light(optional)� ,�„ AS22 6-20R � Green�� t. —'R 36lnch • AS30 NEMA* Dot \Drip Leg with Drain Valve �q�x+mum ; _. See Note 2 Helght AS50 Hard �� AS70 �r��* L2 „� .�,,,. GND tt.,,. ,� � * Use Hospital Grade � I �ontrol Cable 18 Gauge 4 Conductor Recepfacle Only Connect to Pressure Switch. '"` Disconnect Needed � See 24 Volt Circuit Co�nections. when Servicing _ e ... y .#.� .� ` 7Z��crc�a�^ce + '� `R 1 � � ` __ rrom�a'q�"rur� .. .t '``em�enep� ' -: ...�'�tr: �N«e(a�V81� \ �L� rr�orr��"'�""24� 3 �' ,1/2"MNPT End fitting ma+n �es , a";ne 1(2^Copper Main Air Line Remote Air Intake Kits: Model AS10 AS21 AS22 AS30 AS50 AS70 Part No. 85491 85492 85492 85492 85493 85494 Air System Plumbing Connection Service Clearance - Allow 12" on all sides for all units - �/2" FNPT Shut-off valve and a 6 ft. pressure hose (supplied) - Air distribution piping for all models- �/2",rype"L"or type"K" copper Ambient Temperature e - Must not exceed 105 F - If pipe volume is too great, more than 235 in3 or more than 100 ft. of �/2" _ Must be above 40° F diameter pipe, a pressure regulator should be installed betwesn the mam tank and the distribution piping and set to 80 psi. � iMITH RESPECT TO EIECTRICAL SHOGK,fIRE,MECHANiCAL ``�SS��° MEDICAL ELECTRICHI EQUIPMENT AMDOTHERSPECIFlEOHAZARDSONLY C �L US IN ACCORDANCE WiTH U1�606Qt.t.CANrCSA C22.2 N0601 1 66CA � ' Product Specifications - Dimensions AirStar AirStar AirStar AirStar AirStar AirStar 10 21 22 30 50 70 HorsepowertKilowatts 0.75/0.56 1.5/1.1 1.5/1.1 1.5/1.1 3.0/2.2 4.OJ3.3 Voltage Rating 115 115 2081230 208I230 208/230 208/230 Maximum Number of 2 � 3 3 4 7 10 Simultaneous Air Users CFM 2.5 5.0 5.0 5.0 10.0 15.0 (Cubic Ft.IMin) @ 8Q psi Pump-up Time 2 minutes, 3 minutes, 3 minutes, 3 minutes, 2 m+nutes, 2 minutes, 0-115 PSI 55 secs 10 secs 10 secs 10 secs 50 secs 40 secs Recovery Time 48 47 47 47 42 40 85-115 PSI Tank Size (cu. ft.} 0.8 1.6 1.6 1.6 2.7 4.0 (US Gal.) 6 12 12 12 20 30 Shipping Weight (Approximate Ibs) No Sound Cover 170 200 200 240 290 430 With Sound Cover 215 240 240 285 335 NJA Dimensions (inches) H 28.50 30.50 30.50 30.50 33.50 35.00 No Sound Cover W 25.00 � 29.00 29.00 29.00 35.50 47.75 D 19.75 20.00 20.00 20.00 20.50 21.75 H 30.00 32.00 32.00 32.00 33.50 With Sound Cover W 25.00 31.00 31.00 31.00 36.50 N/A D 22.50 22.25 22.25 22.25 22.75 You can obtain more information about Air Techniqves' products by visiting our web site at www airtechniques.com Additional installation information is available on our Authorized Air Techniq�es Dealer web site at http://dealers.airtechniques.com /R !�[NI V/ UES /MC. Air Techniques Inc. � 1295 Walt Whitmon Rood, Melville NY 11747 www.airtechniques.com Airstar is o trodemark of Air Techniques, Inc. OO 2009 Air Techniques, lnc. • PM11 87104 Rev. C J HENRY SCHEIN`� ..� QENTAL July 4,2413 3ose, Here are installation guides for the mechanical room for Monroe. The compressor is the A530. The vacuum is the Mojave V5,and the amalgam separator zs the Acadia. If you need anything else, let me know. T1�anks, � , --,.____�_� INSTALLATION NOTES ' A.VACUUM SYSTEM INSTALLATION SPACE- Area used for wet pump i�staliation for VacStar systems. OR � Area used for CAS tank instaliation for 5TS systems. � Note: Refer to Pre-Instaliation Guide for specific vacuum C system being installed. B.VACUUM LINE - Recommended sub-floor plumbing vacuum line F connection between the operatory and utility room terminated with Acadia Wa�� an 1-1/2 inch FNPT connector. Connect to Acadia input port via �ng�,p lnsta►iatron supplied 6-foot hose,connectors and hardware. �!" B C.ACADIA WALL INSTALLATION - Locate the Acadia on the ,�. walt so the input and output oi ports of the unit are within 4 " � 1$" feet of vacuum line connectio�{B.)and vacuum system i�put(E.) �2„ respectively. —_._,__ �� 4" D.ACADIA FLOOR INSTALLATION - Locate the Acadia on the F�oor pra�n '�-�..� / floor so the input and output of ports of the unit are within 4 4° i�,�` feet of vacuum line connection(B.)and vacuum system input(E.). Use Foot instailation Kit,P/N A1399. 24 p �"'----..., E.VACUUM SYSTEM iNPUT-Acadia output line connecfion to the E s�ng�e or applicabie vacuum system. Connecf Acadia output port via 6-foot p 20 �acStar p�ua� hose,connectors and hardware supplied with the vacuum system. Ump or Cqs Ta�k F. ELECTRICAL RECEPTACLE-Necessary when using a 12VDC A�ad�a Floor power supply to power the opGonal Acadia A/eR Monitor Module. �nsta(lation �A Note: Refer to Pre-Installation Guide for specific eiectncal raquirements of the vacuum system being installed. Typical Acadia Amalgam Separator Utiiity Room Instailation Layout Detaiis 1-1/2 inch Connector � �� Flexible Coupling with See Qetail Hose Clamps .t"�'` Barb Adaptor Oulput ; from ACADlA Separator ' � Fioor Notes: Reducing Bushir�g. .._ Drain 1. Bushing used depends on pump See IVote 1. � installation: Single Pump VacStar Use 1-1/2 in.SPG X t in.FNPT for Hose&Fittings Provided duai VacStar pumps. with VacStar Pump. "'_''" Use 1-1/2 in.SPG X 3/4 in.FNPT for See Plote 2. See '"�Air Vent a single VacStar pump. Detail ` 2. Duaf pump instaliations use 1 inch I ;� � � Fioor hose ar�d fittings,while singie pump VACSTAR ' Drain installations use 3/4 inch hose and INPUT FIITER , fiitings. Single and Dual Pump VacStar Connection Detaii Dual Pump VacStar Acadia Connection to a VacStar System (Direct pump connection. No Separation Tank.) 1-1/2"Barb Adaptor � 1-1l2~Hose Output from --'�� Clamp ACADlA 5eparator Tank Input Port ;�� ', See � 1-1/2 inch Hose Detaily. . � Adapter 1-1l2"NPT X 1-112"Barb Floor Drain GAS To � SEPARATION TANK STS Vacuum __.:_'.: ___- Pump CAS Tank Connection Oetail CAS Tank Stacked o�STS Pump Acadia Connection to a STS Pump/CAS Tank Vacuum System (Direct connection to Separation Tank.) Corporate Hwdquartan �-`�� R 1295 W�M V1RiM�an Road Melviae,New Yorlc 11747-3062 Phone.800-247-6324 Fa�c:888�247-8a81 �,,�S' n' i Western Focility . =3"; '"� � �H N'`V E 5 291 8o�nie Lane,SuRe 101 Corona,CA 92880-2804 Phone:800-247-8324 Fau:951-89&7646 i�� Websife: www.airtechniques com � Air Txhnpues,��c.tc Copyrght 2010•Q;N At 302.Rev.8�Ju�s 2012 . • . Acadia C a � a Amalgam Separator Amalgam Separator PartNumber: A1250 Pre-Installation Guide Important: The Separator is only installed between the treatment operatory and the vacuum system input. DO NOT conriect the unit to the outiet of any separation tank(dry vacuum system)or liquid ring pump(wet vacuum system). Introduction As shown below, a Separator is installed onto either an existing or new dry pump or liquid ring pump vacuum system. The unit is only installed between the treatment operatory output and the vacuum system input. This new installation or modification is to be performed by authorized service personnel using similar quality connection hoses and fittings. All installations must conform to local codes and meet all local, state andlor federal environmenta! laws and regulations. - ,- ! � ; � , i . .__:��— qny _ ____..__--, ; Water Ring - , , ACADlA Separetor �`� . ! I Pump Input Gonnection �«a ; ,, , z�. , � � ___ _, Treatment � Operatory � OR �'` i � L___� � Air/Water Any Dry ACAD/A 5eparator Separation AND Vacuum Output Conrtectfon Tank Pump Typical Acadia Amalgam Separator Installation Configurations � 1-1/2"BarbAdaptor Input from ACADIA � 37.4 Cm ACAD/A 5eparator Separator (15 in) Input Port ' � 1-1/2"Hose Clamps 52.3 cm (21 in) Adapter 1-1/2"Slip X 1-1/2"FNPT _______ yu�eC4 � 1-1t2"Piping from Treatment Operatory �� J' � ° Adapter 1-1/2"NPT 1-1/2„ �� - "iACaA'.��. X 1-t 12"Barb Hose i ! � i ' � i � 68.3 cm ( � ' (27 in) Acadia lnput Port Connection to Operatory Vacuum Line Acadia Dimension Drawing ACADIA Weight(empty): 6.80 kg (15 Ibs) Me OI M VVC4 LLz llv oz OL g # 133HS - -- - - Nb" Id NOLLVaNnc0A Ned H00-1=1 1BU61 TWI LEE Z{OZ /LZ /BO 31vO M-ZI. # 1 lfo-dd er AH (MD3HJ 188 / 088 Ag NMYdCI 4lOL Lt t0 t IVllIW90S 1I14B3d 9lva SNOISW N 13S 1IW -83d 8L81'L£9'XV3 I£80'L£9'SZ6 fi0086 vM `3nA3T13fl fi 3ins 3N MN3w H1911- OOOZ S.LD31IH:)-Id NvzvB 80186 vM `37LLV3S N0S2134N3H'S 0+01 Sb311 D H1m+T-1 ulNnlNW0D AN L6986 vM 5A93A MN IIT'd S SaTnD ZOZ DIMT) WWI "*dvw VIS __. :l'J3b-8d NoioNIHSVM j0 31V1S NVZVB '0 3SOP 13311H08V 03831SI03N gggt, vlwv15 U 0310N 3SIA N3HIO SS3lNl ,0 -,£ SN000 my 'Z '030Vld31 NO 038IVd31 S13NVd 030VAVO ONV '03NIV1NIV{N 38 llVHS STILL ONV S(1180 ONnl30 MV 'l :310N .o —,t = .g /t .0 -,t = .g /t NV d N0liVGNnoj (- D/ :B y V n T a y J V 01 yV 4 3 0 ri Z i V :r N W m N C � m �v ym �x Yg o n ^ a a ?' V � ca v� Q L rL O A U Pei Fii pp r A, STAMP 4885 REGISTERED \/ ARCHITECT 3'JOSE 0. BAZAN STATE OF WASHINGTON PROJECT: _ SEA MAR YELM CLINIC 202 CLILLENS STREET NW YELM, WA 98597 SEA DMAR COMMUNITY HEALTH CENTERS 1040 S HENDERSON SEATTLE, WA 98108 BAZAN ARCHITECTS 2000 -116TH AVENUE NE SUITE 4 BELLEVUF, WA 98004 425.637.0831 FAX.637.1878 PERMIT SET REVISIONS DATE P1 PERMIT SUBMITTAL 1 01/17/2014 DRAWN BY 880 / BBT CHECKED BY JB PROJECT # 12 -135 DATE 03/27/2012 RlmaalnMlo FIRST FLOOR PLAN FOUNDATION PLAN SHEET # A127 MAR 10 2014 N r M of ry a n N ri Q m 3 0 z Z g N o s U a m o .. ag � m x Eg �c) � w ti w o z yyN Q 'W N d L T 'r 0 FOUNDATION PLAN 1/B" = 1' -0" NOTE: 1. ALL CEILING GRIDS AND TILES SHALL BE MAINTAINED, AND DAMAGED PANELS REPAIRED OR REPLACED. 2. ALL DOORS 3' -O" UNLESS OTHERWISE NOTED 01' 5' 10' 20' STAMP: 4865 REGISTERED 1 \/ ARCHITECT -f JOSE 0. BAZAN ASTATE OF WASHINGTON PROJECT: SEA MAR YELM CLINIC 202 CLILLIENS STREET NW YELM, WA 98597 SEA 'Iff MAR COMNLLINITY HEALTH CENTERS 1040 S. HENDERSON SEATTLE, WA 98108 BAZAN ARCHITECTS 2000 - 116TH AVENUE NE SLATE 4 BELLEVUE, WA 98004 425.637.0831 FAk.637.1878 PERMIT SET REVISIONS: DATE Pi PERMIT SUBMITTAL 1 01/17/2014 DRAWN BY 890 / 88T CHECKED BY PROJECT # 12 -136 DATE 03/27/2012 SHEET TITLE FIRST FLOOR PLAN FOUNDATION PLAN SHEET # A127 \.J U FOUNDATION PLAN 1/8.. 1' -0" ° _ \J NOTE: 1. ALL CEILING GRIDS AND TILES SHALL BE MAINTAINED, AND DAMAGED PANELS REPAIRED OR REPLACED. 2. ALL DOORS 3' -0" UNLESS OTHERWISE NOTED 0 1' 5' 10' 20' I STAMP: I 4885 REGISTERED 1 \/ ARCSH TETECT `JOSE 0. BAZAN " k STATE OF WASHINGTON PROJECT: SEA MAR YELM CLINIC 202 CULLENS STREET NW MM, WA 98597 SEA MAR COMMUNITY HEALTH CENTERS 1040 S. HENDERSON SEATTLE, WA 98108 BAZAN ARCHITECTS 2000 -116TH AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.637.0831 FAX.637.1878 PERMIT SET REVISIONS DATE P7 PERMIT SUBMITTAL 1 01/17/2014 DRAWN BY 8130 / 88T CHECKED BY JB PROJECT # 12 -136 DATE 03/27/2012 SHEET TITLE FIRST FLOOR PLAN FOUNDATION PLAN SHEET # A127 !F" -- \Ell D! PROVIDER EXAM PRO( 65 �Y_ j 65 a 766 .167 ,, "5 •EX I' •� a� ' 0 �C EXAM 162 1, B N m w Q 0 C n a 3 z 5 0 /w rnti c o � m o o 5v m t a vm g E 0 � 6 � O m v N O I N V K N �d` s \ \ \2 6 1� .> 4'- a ii I � -' -STATION .163 II I 759 I stHALL 16o j 2, NURSE �!� MANAGER 1- 1_1 � 34" PROVIDERS M.A - -_ M.A. _ EXAM L129� [128 i 1 7 7Ys" 5• 812 ° F127[ - --CONTROL- HALL/--, EXAM - :1 133 128 NIL32 128, NI Ro t37 c P 31�_ �3J EXAM _ _. E� (TOILET1 73 34. �t25� 69_ LAB.- - -- --- - 16 �- o �' i 725' 2 9Yz — __ A503 -STAFF T 34 - • �. 12 °, -- I o - HA _ � �,'', P REPeRRALS R, ENTRY TOILET A503 a F o __. * - 112 L13�. o CLINIC Aa371 701 1�7� 771! _ 5 1 8 4 19• 4' 01 -- 2 sYz .. * -_ BH BH 68" P1 N 9 0 — 8 7122 38 -6 0 0 o �n!, MGR 110 �109J =, o �" - O a 9 911 ..178 1107' 101 20 720 3 oa i I 1` b �I �ti c r - -- -- 102 IN IC _. - - 123 07 HALLe toe e WIC z1 CARE P 7, + - �� - 122 -- C— . C _ J ""� t ,0 1 J i 0„ 102 ; I o A43s RECEPTION WAITING �`- Floe I - - -- T 7si,Ll � a t 4 EXAM 19 j S I DENT. Q 4 P1 RE 105 04 03 A o o 1161 �,'�DEJ N -TAB ,o UPER. A503 05 (B HALL tva� a 6� 4 =a" PROVIDER .I,._ :11 i - -- �� 11 G Y -�— k7 tea 17 �I=�a HEALTH MSS WIC CONFERENCE Hfcti�7a 7s —L— CON 157 , C� AT 53 � ._ 7 -9 13 -5 11 52 7 p I 105 104 I 103',. fit , 1180, Pi � , _ A o3 NTRY - NT. J1 154� 153, - 71' -0'. 5' -0' 11' -3• 0 "4 -0 5'-,0° '� 179J N 0 138;- 9' -ire" 1. W-27/,," POST ON NEW MIN V_8" X I' -8" W/(2) 4Y. E30TT. I I I _ 3 4\ FOUNDATION PLAN DENT WE 21 ss P�NNO al _ L 51 a .. 1 43 74, 16 141. A503 .,. 1381 i (E) 139 ', REFER TO ENT EXAM T� , FOUNDATION PLAN DENTAL i d ff t t ASSIST.' 9T DENTAL 9 2 - �' HALL t �- �- , ' r EXISTING v� t4a 47T 1 FT45 - MECHANICAL ° 79 < I'-� x``11 ` -�� t�• . C DU I fo 2 , 3 4,/ D„ P1 Ono- ExIS -71NrG, tr-)A Iv KC- ` - NEw �IxT�kE S FLOOR PLAN LEGEND: r - INDICATES EXISTING WALLS (J1 - INDICATES NEW WALLS (SEE WALL ' TYPICAL WALL DETAIL ON SHEET A501) INDICATES PARTITIONS (SEE A501) NOTE: 1. ALL CEILING GRIDS AND TILES SHALL BE MAINTAINED, AND DAMAGED PANELS REPAIRED OR REPLACED. 2. ALL DOORS S -0" UNLESS OTHERWISE NOTED F FIRST FLOORPLAN_ 1/8. = 1• -011 A 0 1, 5' 10' 20' r,tiv1c X4885 REGISTERED AI7CHITECT JOSE 0 BAZAN S1ATE OF WpSHINGTUN SL-A MAR Y ELM CLINIC 202 LuAJ A, • I Rrr I AAb I I Al, AA V 98597 SERA MAR t.`VNU\II) I[I MAII 7 \I1h 11}11 III \IUI Rl o\ 11 11 1, \\ \ 08108 BAZAN ARCS IITFIC TS 2000 IRS I I I VA I ALI6 \I. AllIt I 1311 1 1 \ LII , VV V 98004 425,0 1708 il I -A\ 61% -1878 PERMIT SET A PERMIT- SUBMITTAL _I 0QV17,IN14 uIC \ \\ B) SBO / SST C II hl U L3Y JB PROII,C.I �� 12 -135 U: \I1: 03/27/2012 rl II I 1 1111.1.: FIRST FLOOR PLAN FOUNDATION PLAN A127 kA SEA MAR YELM CLINIC 202 - CULLENS STREET NORTHWEST, WASHINGTON 98597 w ABBREVIATIONS SHEET INDEX GENERAL INFORMATION REFERENCE AND FDN FOUNDATION PREFIN PREFlNISHED G001 GENERAL OWNERS' ADDRESS: SEA MAR COMMUNITY HEALTH CENTERS AT F.E. FIRE EXTENGUISHER PROJ PROJECT SITE INFORMATION: 1040 SOUTH HENOERSON CENTERLINE F.E.C. FIRE EXTINGUISHER CABINET P.S.F. POUNDS PER SQUARE FOOT G003 EVACUATION PLAN SEATTLE, WASHINGTON 98108 -4720 0 DIAMETER F.F. FACTORY FINISH P.S.I. POUNDS PER SQUARE INCH SITE ADDRESS: 202 CULLENS STREET NW PHONE: 425.637.0831 d PENNY F.F.L. FINISH FLOOR LINE P.T. PRIESSURE TREATED G005 MOUNTING HEIGHTS YELM, WASHINGTON, 98597 POUND OR NUMBER F.H.C. FIRE HOSE CABINET P.T.D. PAPER TOWEL DISPENSER ARCHITECT: BAZAN ARCHITECTS TEE FIN FINISH P.T.D.W.R. COMBINATION PAPER TOWEL DISPENSER PARCEL TAX No: 21724141200 2000 116TH AVENUE NORTHEAST, SUITE 4 R PROPERTY LINE FL FLOOR & RECEPTACLE A123 FIRST FLOOR DEMOLITION PLAN BELLEVUE, WASHINGTON 98004 0 SQUARE FEET OR SQUARE FOOTAGE FLSG FLASHING PTN PARTITION X. PERCENT FLG FLOORING P.T.R. PAPER TOWEL RECEPTACLE A! 25 FIRST FLOOR P64N P1 LEGAL DESCRIPTION: SECTION 24 TOWNSHIP 17 RANGE 1E QUARTER CONTACT: JOSE BAZAN ± PLUS OR MINUS FLUOR FLUORESCENT PVMT PAVEMENT SE NE DAF: COM X NELY LN JEFFERSON ST & F.O.C. FACE ES CONCRETE A127 I LOOR PLAN IMENSIONS 425.637.0831 NWLY LN SOLBERG'S ;THENCE N53- 30 =30W AB ANCHOR BOLT F.O.F. FACE OF FINISH Q.T. DU,ARY TILE A129 FIRST FLOOR REFLECTED CEILING PLAN ALG JEFFERSON ST 450F TPOB THENCE CONT STRUCTURAL AG CONSULTING ENGINEERS, INC. A.B.S. APPROVED BY SUBMITAL F.O.M. FACE OF MASONRY N53- 30 -30W ALG ST 40OF THENCE N37 -56E ENGINEER 16300 MILL CREEK BLVD. A.C. ALTERNATING CURRENT F.O.S. FACE OF STUD R RISER, RADIUS A131 ROOF PLAN p1 SUITE 208 —E A.C.T. ACOUSTICAL CEILING TILE F.O.SH. FACE OF SHEATHING R.D. ROOF DRAIN SITE AREA: 90,169 S.F. MILL CREEK, WA 98012 A/C AIR CONDITION F.P. FIRE PROOF R.D.O. ROOF DRAIN OVERFLOW CONTACT: AMIN CHARM AC ACOUSTICAL FRMG FRAMING ZONING: T (TRANSITIONAL) 425.742.4747 A.D. AREA DRAIN FT FOOT, FEET INTERIOR ELEVATIONS A.D.A AMERICANS WITH DISABILITIES ACT FTG FOOTING REBAR REINFORCING BAR A437 P1 (GUIDELINES) FURR FURRING RECD RECEIVED A439 INTERIOR ELEVATIONS 1 PROPOSED USE: NO CHANGE` ADJ ADJUSTABLE FUT FUTURE REF RE(`ERENCE ADJT ADJACENT REFL REFLECTED A503 CEILING DETAILS & STRUCTURAL DETAILS BUILDING HEIGHT: NO— CHANGE A.F.A. ABOVE FINISH FLOOR GA GAUGE REFR REFRIGERATOR A505 FINISH DETAILS AGGR AGGREGATE GALV GALVANIZED REINF REINFORCE (D,ING) IMPERVIOUS AREA: NO— CHANGE AL, ALUM ALUMINUM GB GRAB BAR RED REQUIRED A603 DOOR SCHEDULE & ELEVATIONS ALT ALTERNATE GEN GENERAL ANC ANCHORAGE G.O.I. GROUND FAULT INTERUPTER S SOUTH APPD APPROVED G.I. GALVANIZED IRON SB SPLASHBLOCK APPROX APPROXIMATE GL GLASS SC SEAT COVER DISPENSER E104 ELECTRICAL PLAN BUILDING INFORMATION: ARCH ARCHITECTURAL G.L.B. GLUE LAMINATED BEAM SCHED SCHEDULE E105 TYP. EXAM ROOM ELECTRICAL PLAN ASB ASBESTOS G.M.U. GLAZED MASONRY UNIT SD SOAP DISPENSER, STORM DRAIN GROSS FLOOR AREA (G.F.A.): ASPH ASPHALT GND GROUND SDG SIDING & WATTAGE SCHEDULE FIRST FLOOR (PROJECT AREA): 9,548 S.F. AUTO AUTOMATIC GR GRADE SECT SECTION AVG AVERAGE G.WB. GYPSUM WALL BOARD SGD SLIDING GLASS DOOR E1 O6 LIGHTING PLAN GYP GYPSUM S.F. SQUARE FEET (PER THURSTON COUNTY RECORDS) BD BOARD H HIGH SHR SHOWER OCCUPANCY TYPE: B (2009 IBC) BT IT UM BETWEEN + HB HOSE BIBB SHT SWEET PROJECT DESCRIPTION BN BULL (NOSE HC HOLLOW CORE SHTG SHEATHING CONSTRUCTION TYPE: V —B (2009 IBC) BLDG BUILDING HD HEAD S.I. SQUARE INCHES . INTERIOR RECONFIGURATION WITHIN EXISTING MEDICAL CLINIC BM BEAM HDWR HARDWARE SIM S141LAR FIRE SPRINKLERS: NO MECHANICAL, ELECTRICAL AND PLUMBING TO SUPPORT T.I. BTM BOTTOM HDWD HARDWOOD S.M.A.C.N.A. SWEET METAL AND AIRCONDITIONING . NO CHANGES TO BUILDING ENVELOPE BRG BEARING HORIZ HORIZONTAL CONTRACTORS NATIONAL ASSOCIATION, INC. HEAT TYPE: ELECTRIC HEAT PUMP BSMT BASEMENT HT HEIGHT S.N.D. SANITARY NAPKIN RECEPTACLE B.U.R. BUILT UP ROOF HTG HEATING SPEC SPECIFICATION HVAC HEATING VENTILATION AIR SO SQUARE LIGHTING COMPLIANCE: POWER ALLOWANCE OPTION CONDITIONING SSK SEIRVICE SINK CAB CABINET S H.T.A. HOT WATER TANK SS STAINLESS STEEL, SANITARY SEWER OCCUPANT LOAD CALCULATIONS: CAPL CAPILLARY STD STANDARD C.B. CATCH BASIN I.B.C. INTERNATIONAL BUILDING CODE STL STEEL CEM CEMENT I.D. INSIDE DIAMETER STOR STORAGE GROSS BUILDING AREA: 9,548 S.F. CER CERAMIC INCL INCLUDE STIR STRUCTURAL C.F. CUBIC FOOT INFO INFORMATION SUB SUBSTITUTE BUILDING NET AREA: C.F.C.I. CONTRACTOR FURNISHED CONTRACTOR INSUL INSULATION SUSP SUSPENDED PLOT PLAN B OCCUPANCY= 1 OCCUPANT /100 S.F. = 95 OCCUPANTS NOTES INSTALLED INT INTERIOR SYM SYMMETRICAL C.G. CORNER GUARD INTERCOM INTERCOMMUNICATION SYS SYSTEM BUILDING CODE ANALYSIS: SEE SHEET NO. G003 1. CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS AND EXISTING C.I. CAST IRON IRC INTERNATIONAL RESIDENTIAL CODE CONDITIONS ON THE JOB BEFORE PROCEEDING AND SHALL REPORT C.J. CONTROL JOINT T TREAD ANY DISCREPANCIES TO ARCHITECT FOR RESOLUTION PRIOR TO CLG CEILING JAN JANITOR TAN TANGENT' P1 PROCEEDING . DIMENSIONS NOTED AS PLUS OR MINUS INDICATE CLKG CAULKING JST JOIST TB TOWEL BAR DEFERRED SUBMITTALS: JT JOINT TEL TELEPHONE '"• UNVERIFIED DISTANCE BETWEEN EXISTING REFERENCE AND ARE CUR CLOSET y-+�.' - APPROXIMATE. CUR CLEAR TEMP TEMPORARY C.M.R. CONCRETE MASONRY UNIT KIT KITCHEN TERR TERRAZO PLUMBING CNTR COUNTER T & G TOIUNGE AND GROOVE $_, 2. ALL DRAWING CONFLICTS OR CONDITIONS ARE TO BE BROUGHT TO CO CLEANOUT L LENGTH, LONG THK TRACK - LE ECHANICAL THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR RESOLUTION. IF COL COLUMN LAB LABORATORY THRU THROUGH CONFLICTS AMONG DRAWINGS SHOULD OCCUR THE LARGER SCALE LAM LAMINATE TL TILE DRAWING SHALL GOVERN. CONFLICTS BETWEEN THE DRAWINGS AND COMP COMPOSITION LECTRICAL CONC CONCRETE LAV LAVATORY T.O.C. TOP OF CURB SPECIFICATIONS SHALL BE GOVERNED BY THE SPECIFICATIONS. CONN CONNECTION LKR LOCKER T.O.F. TOP OF FOOTING CONST CONSTRUCTION L.L. LIVE LOAD T.O.S. TOP OF SLAB " - - 3. ALL DIMENSIONS ARE MEASURED TO THE FACE OF STUD, U.N.O. CONT CONTINUOUS LT LITE, LEFT TOT TOTAL CONTR CONTRACTOR LV LOUVER T.O.P. TOP OF PAVEMENT CORR CORRIDOR T.T.D. TOILET TISSUE DISPENSER 4. DOOR OPENINGS ARE LOCATED 3" FROM FACE OF WALL TO THE CPT CARPET MACH MACHINE T.S. TUBE STEEL DOOR JAMB, U.N.O. CT CERAMIC TILE MATL MATERIAL T.S.G. TEMPERED SAFETY GLASS_ CTR CENTER MAX MAXIMUM TV TELEVISION 5. ALL CONSTRUCTION SHALL IN ACCORDANCE WITH THE LATEST EDITION C.Y. CUBIC YARD MBR MEMBER TW TOP OF WALL OF STANDARD CODES AND SPECIFICATIONS AS PUBLISHED AND MC MEDICINE CABINET TYP TYPICAL ADOPTED BY THE GOVERNING AUTHORITY. IF A CONFLICT OCCURS D DEEP, DEPTH, DEGREE MECH MECHANICAL BETWEEN THE DRAWINGS AND THE CODES, THE MORE STRINGENT DBL DOUBLE MED MEDIUM U.F.A.S. UNIIFORM FEDERAL ACCESSIBILITY REQUIREMENT SHALL GOVERN. NOTHING IN THESE DRAWINGS SHALL D.C. DIRECT CURRENT MEMB MEMBRANE UNFIN UNFINISHED BE CONSTRUED TO PERMIT WORK NOT CONFORMING WITH GOVERNING DEMO DEMOLISH, DEMOLITION MEZZ MEZZANINE LINO UNLESS NOTED OTHERWISE CODES. DTL DETAIL MFR MANUFACTURER UR UR;INAL OF DRINKING FOUNTAIN MH MANHOLE DIA DIAMETER MIL MILITARY VB VAPOR BARRIER, VINYL BASE DIAG DIAGONAL MIN MINIMUM VCT VINYL COMPOSITION TILE DIM DIMENSION MIR MIRROR VENT VENTILATE KEY: SYMBOLS VICINITY MAP DISP DISPOSAL MISC MISCELLANEOUS VER VERIFY DIV DIVISION MK MARK VERT VEERTICAL DN DOWN M.O. MASONRY OPENING VEST VESTIBULE BUILDING SECTION 101 — ROOM NUMBER 101 — EQUIPMENT NUMBER DP DAMPROOF MT(D) MOUNTED VOL VOLUME LETTER INDICATES SECTION DR DOOR MTL METAL VYL VINYL A A DS DOWNSPOUT MUL MULLION — OA — WINDOW SYMBOL _ _ _ _ _ HIDPEN FEATURE F D.F. DRY STANDPIPE W WEST, WIDE, WIDTH A8.1 A8.1 OR RELATIONSHIP DW DISHWASHER N NORTH W/ WIDTH SHEET NUMBER WHERE — DOOR SYMBOL DIRECTION OF 01 - DWG DRAWING NAT NATURAL WC WATER CLOSET, WALL COVERING SECTION IS DRAWN TEST BORING DWR DRAWER N.E.C. NATIONAL ELECTRIC CODE WD WC)OD /r VIEW 1 INTERIOR ELEVATION 9� NIC NOT IN CONTRACT WDW WINDOW / DETAIL LETTER INDICATES — — — PROPERTY CORNER (E) EXISTING NO OR NUMBER WH WALL HUNG NUMBER INDICATES DETAIL ELEVATION E EAST NOM NOMINAL W/0 W17HOUT 1 A8.1 2 EA EACH NTS NOT TO SCALE, NOT TO SURE WP WATERPROOF 1 b E.I.F.S. EXTERIOR INSULATION FINISH SYSTEM OA OVER -ALL WSCT WAINSCOT A8.1 SHEET NUMBER WHERE 20 SHEET NUMBER WHERE OBS OBSCURE ELEVATION IS DRAWN DETAIL E.J. EXPANSION JOINT OFF OUTSIDET DIAMETER ERR BARR WEIGHT BARRIER A GRID LINE DRAWN �� \ ` / — EXISTING CONTOURS EL ELEVATION WS WEATHER STRIPPING 7 ELEC ELECTRICAL ELEV ELEVATOR PROJECT EMER EMERGENCY OH OVERHEAD WWF WELDED WIRE FABRIC — NEW CONTOURS ENCL ENCLOSURE OPNG OPENING W.S.E.C. WASHINGTON STATE ENERGY CODE DETAIL (WALL TYPES) - E.P. ELECTRICAL PANELBOARD OPP OPPOSITE NUMBER INDICATES DETAIL (WALL TYPES) E.P.D.M. ETHYLENE — PROPYLENE —DIENE MONOMER ORIG ORIGINAL O M.H. — MANHOLE MATCH LINE SffE ED EQUAL OSB ORIENTED STRAND BOARD 1 EQUIP EQUIPMENT A8.1 SHEET NUMBER WHERE — BENCH MARK E.W. EACH WAY PAR PARALLEL DETAIL (WALL TYPES) IS DRAWN E.W.C. ELECTRIC WATER COOLER PC PRECAST EXC EXCAVATE PERF PERFORATED 101.1 EXH EXHAUST PERP PERPENDICULAR KEY: PLATE NUMBERS — SPOT ELEVATION - EXIST EXISTING PLAM PLASTIC LAMINATE q W WAVER LINE EXP EXPANSION PL PLATE A2. G GA9 LINE EXPO EXPOSED PLAS PLASTER }J — FIRE HYDRANT EXT EXTERIOR PLBG PLUMBING L DRAWING NUMBER SS SANITARY LINE PLYWD PLYWOOD F.A. FIRE ALARM PNL PANEL CHAPTER NUMBER IIII' C.B. —CATCH BASIN SD STORM DRAIN - FAB FABRICATE POS POSITIVE PR PAIR TD TELEPHONE & DATA FB FACE BRICK DISCIPLINE FD FLOOR DRAIN PREFAB PREFABRICATED STAMP: 4885 REGISTERED 1 \/ ARCHITECT JOSE 0. BAZAN STALE OF WASHINGTON PROJECT: SEA MAR YELM CLINIC 202 CULLENS STREET NW YELM, WA 98597 BAZAN ARCHITECTS 2000 -116TH AVENUE NE SUU'E 4 BELLEVUE, WA 98004 425.637.0831 FAX.637.1878 PERMIT SET HFVISIONJ. DATF APERMIT SUBMITTAL 1 01/17/2014 ° 076,7_._ DRAWN BY SBO / SST CHECKED BY JB PROJECT# 12 -135 DATE 03/27/2012 SHFFT TITI.F GENERAL SHEET # G001 SIP'vIII 1 ET 1/` \ \ AL I. EXIT _ JJ �- - - - .- J \`1. - - - -- LE L 42 FT. S I FT.--- - - - -� r � LJ I FT I _ I 1 I NI JI r I I EXIT Rik B BUSINESS ALLQWABLE B I DIN AREA- (504,2 M TARI E 50'tl TYPE OF CONSTRUCTION: TYPE V -B GROUP B ALLOWABLE BUILDING AREA PER FLOOR 9,000 S.F. (PER STORY) ALLOWABLE BUILDING AREA INCREASE DUE TO STREET FRONTAGE: (SECTION 506.2) EQUATION: If =[F / P -.25] W /30 23% =[202 / 602 -.251 30/30 TOTAL ALLOWABLE FLOOR AREA: 11,070 S.F. EXIT ACCESS TRAVEL DISTANCE: ' FOR A BUILDING WITH A 'B' OCCUPANCY, 200 FT. IS THE MAXIMUM EXIT TRAVEL DISTANCE, PARKING REQUIREMENTS: NO- CHANGE r - " LJ1 1 J I 1 I ------------ 56 FT. - - - -- -EXIT EXIT •� - ��_ - �� I � AI • 7 � r -1i �� i f - - 1 00 _ I k� _ Fil V ��_� II �� mx� L= 40 FT. -----J _ ® �_ �� I - L= 76 FT - EXIT L 1-JI: U, 1 � ,i T u TES - - L= 46 FT.. - I I . I I I I I I F i �I EXIT T / TES �EX-fl, T1 0 I_ 1 - 1 _ I I I I I I EVACUATION PLAN LEGEND, I - it w I - - - - - - TRAVEL PATH OF EXIT -- 1 - EXIT LOCATIONS 1 PER G005H FIRE EXTINGUISHER CABINET EXIT - LIGHTED EXIT SIGN WITH P1 BATTERYCBACK HUP.G WITH TACTILE EXIT SIGNS PER 2009 I20JJJ09 IBC l�lllU�JJJ BUJ IIIJJJ (((�� JJJ SECTIONS 1011.3, 1110 & ICC /ANSI A117.1 -2003 SECTION 703.3 NOTE. 1. SEE ELECTRICAL FOR EMERGENCY LIGHTING TYPICAL EGRESS WIDTH: EGRESS WIDTH REQUIRED: 18 X .20 IN. = 3195i' EGRESS WIDTH PROVIDED:36" EVACUATION PLAN 1 /8. = V -0. 0 1' 5' 10' 20' STAMP: 4865 V REGISTERED 1 \/ ARCHITECT JOSE O. BAZAN STATE OF'WASHINGTON PROJECT : SEA MAR YELM CLINIC 202 CULLENS STREET NW YELK WA 98597 1040 S. HENDERSON SEATTLF, WA 98108 BAZAN ARCHITECTS 2000 -116 H AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.637.0831 FAX.637.1878 PERMIT SET REVISIONS DATE P1 PERMIT SUBMITTAL 1 01/17Z2014 DRAWN BY BBO / SW CHECKED BY PROJECT# 12 -136 DATE 03/27/2012 SI IFET TIILE BUILDING NOTES EVACUATION PLAN SI IFET # G003 GROSS FLOOR AREA:9,200 S.F. OCCUPANT LOAD: 9,200 / 100 GROSS = 92 PERSONS OCCUPANT LOAD: 92 PEOPLE /5 EXITS = 19 PERSONS EVACUATION PLAN 1 /8. = V -0. 0 1' 5' 10' 20' STAMP: 4865 V REGISTERED 1 \/ ARCHITECT JOSE O. BAZAN STATE OF'WASHINGTON PROJECT : SEA MAR YELM CLINIC 202 CULLENS STREET NW YELK WA 98597 1040 S. HENDERSON SEATTLF, WA 98108 BAZAN ARCHITECTS 2000 -116 H AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.637.0831 FAX.637.1878 PERMIT SET REVISIONS DATE P1 PERMIT SUBMITTAL 1 01/17Z2014 DRAWN BY BBO / SW CHECKED BY PROJECT# 12 -136 DATE 03/27/2012 SI IFET TIILE BUILDING NOTES EVACUATION PLAN SI IFET # G003 T.O. WORK SURFACE O � I I I FLOOR LINE BABY CHANGING STATION P1 PHONE e a F I 0 0 i 0 I io I h b I STAMP: 4885 REGISTERED 1 \/ ARCHITECT JOSE 0. BAZAN STATE OF WASHINGTON PROJECT SEA MAR YELM CLINIC 202 CULLENS STREET NW YELM, WA 98597 SL/ 1 `11F I V V \R COMMUNITY HEALTH CENTERS 1040S. I IENDERSON SEATTLE, WA 98108 BAZAN ARCHITECTS 2000 - 116TI I AVENUE NE SUIIL4 BELLEVUE, WA 98004 425.637.0831 EAX.637.1878 PERMIT SET REVISIONS DATE A PERMIT SUBMITTAL 1 01/17Z2014 DRAWN BY SBO / 8ST CHECKED BY JB PROJECT a 12 -135 DATE 03/27/2012 SI IFET TITLE MOUNTING HEIGHTS BUILDING NOTES N.T.S. SI IEET # G005 1 I 2 I I I I AY OFFICE EXAM EXAM 0 EXAM LL J u�J EXAM a NURSE STATION J �1 E - - - - - - - � � 0 DARK II Irlrr -n-i _ I� SIN O - - ICE L J STAB �I / wJ / J 0 - EXAM CE CD _ - -- �J r STAFF TOILET IILU_j STAFF LL - L EXAM � TOILE � r� F II 0 u L_ r------- - - - - -- r F �__�_= KL = ________- - r------- - - - - -� �l/ L ® - -� r II - I r - - - - -- EL_ NURSE STA14@YV OILET I EXAM LL J L 1 I� < J L I F- RECE N ~" RECRION �I /\/ IL rl� J II OFFICE VJ J I L- - lL L_JL -�_ II II 11 -- 11 \ - II -- L1 = = = -�1 L = -= LL, L- J ILN ILL •-U j1 �J� II PAOVJDER ` �✓ - -�- - - ?� EXAM OFFICE OFFICE OFFICE II OFFICE II / H/C TOILET C El Ir - -- - - - -0� \Ji L- / \ II �';�/� EXAM - _ -- -- -I_ - -�-� - �- ❑ ❑ TOT ET -- L1 H L EXAM 11 7 NURSE STATION 1 _ T F P EXAM LAB irOTjLJ� �-, / 1 Lr- -}J I / r , r- ji E—i L� L �1 =r = LJ EXAM JII J III,/ II II LL - - - -- MECH./ ELECT. OFF XAM FICE I� II I I -1 II I Cq� I 1 2 a a a 0 N m N m N m 3 a z 5 a N 0 m C 3 m ° V m 0 a E ° a'm �o m 2 •? V K Q N � � m a y N V _ N rl O m p_ L � O ❑9 0 �5 I I MPORA Y CLINIC A EA DU ING � DEMO I D MOLITI N � I I )WAITING TOILET VESTIBULE o®L ® ` / ❑ HALL �L) vESneuLE FT-0- I LEGEND: TEMPORARY WALL: SOUND INSULATION, PAINT ONE SIDE. PROVIDE ELECTRICAL OUTLETS & LOW VOLTAGE FOR TEMPORARY CLINIC - - -_ - INIDICATES WALLS, DOORS, PLUMBING AND CASEWORK TO BE REMOVED UNLESS NOTED OTHERWISE. NOTE: 1. ALL CEILING GRIDS AND TILES SHALL BE MAINTAINED, AND DAMAGED PANELS REPAIRED OR REPLACED. �c) - -CB) �A) I P1 DEMOLITION PLAN 1 /6" = 11-0° NO 01' 5' 10' 20' STAMP: 4865 REGISTERED 1 \/ ARCHITECT VJOSE 0. 'A Al STATE OF WASHINGTON PROJECT: SEA MAR YELM CLINIC 202 CULLENS STREET NW YELK WA 98597 BAZAN ARCHITECTS 2000 -116TH AVENUE NE SUI I C 4 BLLLEVLIF; WA 98004 425.637.0831 FAX 637.1878 PERMIT SET REVISION& DATC A PERMIT SUBMITTAL 1 01 17 2014 DRAWN BY 890 / 88T CA IFCKED BY ,1g PROJECT 9 12 -IW DATE 03/27/2012 SHEET TITLE FLOOR PLANS DEMOLMON SI LET I A123 1 -- — -- --� - C/ —� PR I nr I� �/ - 0 i w N =o :m 'o J c i N U rl N � L O �I u FOUNDATION PLAN 1/8" = l' -0" ;-mg- l 142 �y v u ® ALL 1 DENTAL EXISTING taa I 147 I 148 45 MECHANICAL qqp 179 (R pl RECEPTION 111 P1 U(5L) - rOILET ENTRY LINK � BH BH - .i X02 WAITING 6 1oz t10 ns 10 EALTH M� WIC 03 CONE NCEo l ° NTR tos IN] REFER TO FOUNDATION PLAN FLOOR PLAN LEGEND: - INDICATES EXISTING WALLS - INDICATES NEW WALLS (SEE WALL TYPICAL WALL DETAIL ON SHEET A501) - INDICATES PARTITIONS (SEE A501) NOTE:_ 1. ALL CEILING GRIDS AND TILES SHALL BE MAINTAINED, AND DAMAGED PANELS REPAIRED OR REPLACED. 2. ALL DOORS 3' -0" UNLESS OTHERWISE NOTED — O V P1 C5� FIRST FLOOR PLAN 1 /a" = V -0. o - �D) o K 0 l' 5' 10' 20' sq AMI' 4885 REGISTERED 1 \/ ARCHITECT JOSE 0. BAZAN ' STATE OF WASHINGTON PROJECT: SEA MAR YELM CLINIC 202 CULLENS STRLEf NW YELM, WA 98597 BAZAN ARCHITECTS 2000 -116TH AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.637.0831 FAX.637.1878 I PERMIT SET REVISIONS DATE APERMIT SUBMITTAL 1 01/17/2014 DRAWN BY SBO / SST CI ILCKED BY JIB PROJFCF# 12 -135 DATE: 03/27/2012 SI -IELI -TITLE FIRST FLOOR PLAN FOUNDATION PLAN SI LET # A127 U i� 3 m v do a 0 N T N ry 3 z 5 a N O c 3 m v 0 a w w E ° vm > .ti N °^ -? u rc i Q N � Ga wa N V _ N ti O � a s CEILING LEGEND: 11 A -2'x2' RETURN AIR GRILLE IN CEILING GRID -2'x2' SUPPLY AIR GRILLE IN CEILING GRID -4' (2) -TUBE FLUORESCENT SURFACE MOUNT LIGHT FIXTURE -2'x2' -(2) -TUBE FLUORESCENT TROFFER IN CEILING GRID O - EXHAUST FAN 80 C.F.M. MIN. -2'x4' or 2 -TUBE FLUORESCENT TROFFER IN CEILING GRID OR SURFACE MOUNT T -GYSUM BOARD CEILING (SEE ROOM FINISH SCHEDULE) - ACOUSTICAL CEILING TILES AND GRID (TYPICAL) O -6" RECESSED CAN LIGHT FIXTURE NOTE: 1. ALL CEILING GRIDS AND TILES SHALL BE MAINTAINED, AND DAMAGED PANELS REPAIRED OR REPLACED. 2. SEE SHEET G002 FOR EMERGENCY EXIT LIGHTS. �EJ - - -�D� , FIRST FLOOR REFLECTED CEILING PLAN I 1/8" = 1' -0" 0 1' 5' 10' 20' STAMP: 4885 REGISTERED ARCHITECT JOSE 0. BAZAN STATE OF WASHINGTON SEA MAR YELM CLINIC 202 CULLENS STREET NW YELK WA 98597 BAZAN ARCHITECTS 2000 - 1161 H AVENUE NE SUI CE 4 BELLEVUE, WA 98004 425.637.0831 FAX.637.1878 PERMIT SET REVISIONS DATL P1 PERMIT SUBMITTAL 1 01/17/2014 DRAWN BY SBO / SST Cl IECKBD BY s PROJECI # 12 -135 DATE 03/27/2012 SHEET TITLE FLOOR PLANS REFLECTED CEILING PLANS SHELF a A129 1 2 I I I i I i i I OF SLOPE SLOPE ► i � I I I I NEW 4x4 - - POST -.. - - -- 4X10DF #2 ru H NEW 4x o POST NEW NEW (2) FZ 4x4 POST - - -_ NEW BEARING TRUSSES FNI w F❑ WALL -- RIDGE I JP� 0c— F a a 0 N !l1 N N N o+ 3 v z z 3 a I 0 m c 3 m 0 ° V m V d W � b E ° vm bo ¢ N b m y N N '1 O � � N p_ L � O EXISTING EXISTING BEARING w NEW (2) Eli WALL - 4x4 POST LOPE N � ON (I NEW 4x4 << H POST ®4 ,P POST �} Fl �l 4 X 10 DF #2 -- h� J 3-1/2 x 9-1/2 PS L- ICI -- - - u I I I I I I I I I I — — C1 I 8BO / BBT I SEA MAR- PROJECT # I DATE COMMUNITY HEALTH 2 El [Ell w a EN TRUSSES 0 24" OC 3 �`' I I I I I I I I i I I I I I I � I I 0 I I I I 2' -1' - -1/2 x 9 -1 PSL FN - 3 -1/2 x 9 -1/2 PSL LwJ RIDGE _1 --3-1/2 x 9 -1/2 PSL I i I 1� 4 3 -1/2 x 9 -1/2 PSL u UR LUMBER HANGER I I I I I I I II I I I I I 1 I I I I I I I I I STAMP: 5� 4885 �EGISRCEJD JOSE 0. RAZ N STATE OF WASHINGTON I PROJECT: -- — — F SEA MAR YELM CLINIC 202 CULLENS STREEI NW YELM, WA 98597 w 0 0 0 N TRL Q nor SSES 4" On � J I I 1 (5) ROOF PLAN 1/8. = 1' -0" U PERMIT SET REVISION& DATE p1 PERMIT SUBMITTAL 1 01 Ll 7 2014 DRAWN BY 8BO / BBT CI IECKED BY SEA MAR- PROJECT # IT DATE COMMUNITY HEALTH CENTERS 1040S. I IENDERSON SEATTLE, WA 98108 BAZAN ARCHITECTS 2000 -116TH AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.637.0831 (c\ FAX 637.1878 U PERMIT SET REVISION& DATE p1 PERMIT SUBMITTAL 1 01 Ll 7 2014 DRAWN BY 8BO / BBT CI IECKED BY JB PROJECT # 12 -135 DATE 03/27/2012 SHEET TITLE ROOF PLAN SHE[TU/ 0 1, 5' 10' 20' ' A131 i v ti v r. 0 N m N n m Q d, 3 a w z z_ Z 5 a 3 w b 0 m 3 0 m a� E vm �o K �g N b m N X, ♦ N N rl oa m d S 2 6 ' IYUIL: fLU3n UUMMUL IU DL ON THE OPEN SIDE OF THE TOILET r\ r /\ Tr1 /\ /\ \ I • �� CHANGING )N T OF ;LNG ORM = 11 N �O =o w U' Z 2 m z N, F - ow Oa TROOM -134 -- EMERGENCY CALL SNATCH P1 0 N 0 I 3/8" = 1' -0" �■■ ■■ ■, ■■■■■■ ■■ ■1 ■■I■■■ I ■■ RESTROOM -101 BABY CHANGING STATION HEIGHT OF CHANGING PLATFORM 3 /B- = 1 " -0' RESTROOM -134 CHANGING ON IT OF GING "ORM 318 "" = 1 - -0 ON THE OPEN SIDE OF THE TOILET RPCTPnr)KA -1 dQ = 1' -0" OOM -134 3' -6" 2' -4" ii"MMI ■ ■■ ■ ■I 1■ ■■■ _!!!�O�®L °a ®1 ]�■■■ illuml ONE 1■■m Ill= �M HIM u, 0 I 3/8" = 1' -0" 3/8" = 1-0' EMERGENCY CALL SWITCH 3/8" = 1 STAMP: 4885 REGISTERED 1 \/ ARCHITECT JOSEO. BAZAN STATE OF WASHINGTON PROJLCI: SEA MAR YELM CLINIC 202 CULLENS STKITT NW YELM, WA 98597 SEA "IfF MAR COMMUNITY HEAL IH CEN TELLS 1040 S. HENDEKSON SEA LTLE, WA 98108 BAZAN ARCHITECTS 2000 -116TI I AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.6379831 FAX.637.1878 PERMIT SET KEv ... ON& DATE APERMIT SUBMITTAL 1 01/17/2014 DKAWN BY SBO / SST CIIFCKEF) BY ,)B PROJECT# 12 -135 DATE: 03/27/2012 SHEET TITLE / I 1'1 H I O O 00 - OO w�- � N w �W ZS \ Z � 0 W s a P1 1 6 NOTE: FLUSH CONTROL TO BE ON THE OPEN SIDE OF THE TOILET RP-cTPOOKA -1 nl CHANGING ON IT OF GING "ORM 318 "" = 1 - -0 ON THE OPEN SIDE OF THE TOILET RPCTPnr)KA -1 dQ = 1' -0" OOM -134 3' -6" 2' -4" ii"MMI ■ ■■ ■ ■I 1■ ■■■ _!!!�O�®L °a ®1 ]�■■■ illuml ONE 1■■m Ill= �M HIM u, 0 I 3/8" = 1' -0" 3/8" = 1-0' EMERGENCY CALL SWITCH 3/8" = 1 STAMP: 4885 REGISTERED 1 \/ ARCHITECT JOSEO. BAZAN STATE OF WASHINGTON PROJLCI: SEA MAR YELM CLINIC 202 CULLENS STKITT NW YELM, WA 98597 SEA "IfF MAR COMMUNITY HEAL IH CEN TELLS 1040 S. HENDEKSON SEA LTLE, WA 98108 BAZAN ARCHITECTS 2000 -116TI I AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.6379831 FAX.637.1878 PERMIT SET KEv ... ON& DATE APERMIT SUBMITTAL 1 01/17/2014 DKAWN BY SBO / SST CIIFCKEF) BY ,)B PROJECT# 12 -135 DATE: 03/27/2012 SHEET TITLE INTERIOR ELEVATIONS SIIEEI # A437 El C, i RESTR I„ —168 —17d = 1 i i i NOTE: FLUSI ON THE OPE�..,�� RESTROOM -168 - BABY CHA STATION HEIGHT OF CHANGING Cl IECKED BY .1B PROJECT 4 12 -135 DATE 03/27/2012 o � O I �w zx y. N Z � — - _ s RESTROOM -174 VGING PLATFORM = 1 RESTROOM -168 EMERGEN( CALL SW' 1, RESTROOM -174 RESTROOM -168 i NOTE: FLUSH ON THE OPEN ,...._ .,. ...� ....�_. PP- gTPnnnA- STAMP: IGING X4885 REGISTERED 1 l/ ARCHITECT PLATFORM I JOSE 0. BAZAN STA1E AWASHINGTON = 1 3/8" = 1' -0" PROJECT SEA MAR YELM CLINIC 202 CULLENS STREET NW YELM, WA 98597 SEA MAR COMMUNEIY HEALTH CENTEK_5 1040 S. HENDERSON SEATTLE, WA 98108 BAZAN ARCHITECTS 2000 -116TH AVENUE NE SUIIE 4 BELLEVUC WA 98004 425.637.0831 FAX.63TI878 PERMIT SET REVISIONS DATE APERMIT SUBMITTAL 1 01/17/2014 DRAWN 13Y BABY CHAI STATION HEIGHT OF CHANGING Cl IECKED BY .1B PROJECT 4 12 -135 DATE 03/27/2012 o �o I W z w x P7 z� o W — _ RESTROOM -168 i NOTE: FLUSH ON THE OPEN ,...._ .,. ...� ....�_. PP- gTPnnnA- STAMP: IGING X4885 REGISTERED 1 l/ ARCHITECT PLATFORM I JOSE 0. BAZAN STA1E AWASHINGTON = 1 3/8" = 1' -0" PROJECT SEA MAR YELM CLINIC 202 CULLENS STREET NW YELM, WA 98597 SEA MAR COMMUNEIY HEALTH CENTEK_5 1040 S. HENDERSON SEATTLE, WA 98108 BAZAN ARCHITECTS 2000 -116TH AVENUE NE SUIIE 4 BELLEVUC WA 98004 425.637.0831 FAX.63TI878 PERMIT SET REVISIONS DATE APERMIT SUBMITTAL 1 01/17/2014 DRAWN 13Y 8B0 / SST Cl IECKED BY .1B PROJECT 4 12 -135 DATE 03/27/2012 St ]LET TITLE INTERIOR ELEVATION SHEET 4 A439 0 I N I v ro C C N M O �n a. 3 a w z 66 z z 5 a D s z 0 m C 3 0 0 G V d W N E vm Y .ti IA Q^ m= •! V ry Q ., Co o ^' N X, y N V 2 N O � m p L � O 2' -4" SOFFIT DETAIL BLOCKING BETWEEN TRUSSES EXIST. TRUSS ASSEMBLY ATTACH TO STRUCTURE ABOVE 5/8" TYPE X GWB 3 -5/8" METAL STUDS 0 24" O.C. 3 -5/8" METAL STUDS ® 24" O.C. 1 1/2" = 1' -0" VERTICAL 12 GA. HANGER WIRE SPACED 4' -0" O.C. ALONG MAIN BM TO STIR ABV (4) 12 GA. WIRES SECURED TO HD MAIN BM WITHIN 2` OF CONNECTION OF VERTICLE STRUT TO MAIN BM SPLAYED 90 DEGREES FROM EA. OTHER 45 DEGREES MIN. FROM CLG PLANE. LATERAL FORCE BRACING SHALL BE PLACED 12' -0" O.C. IN BOTH DIRECTIONS. W/ THE FIRST POINT WITHIN 6' -0" FROM EA WALL. SECURE TO STIR ABV HD MAIN BEAM A.C.T. CROSS RUNNER NOTE: HANGER & PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. A.C.T. SWAY BRACE ALL WIRE TIES ARE TO BE (3) TIGHT TURNS AROUND ITSE' ' " ""' '" WIRE TIES NOTE: (1) END OF CEILING GRID SHALL BE ATTACHED TO WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FROM WALL & FREE TO SLIDE. GRID SHALL BE ATTACHED AT (2) ADJACENT WALLS (POP RIVETS OR APPROVED METHOD) n GRID AT WALL N.T.S. A503 NTS - - --- SUPPORT WIRES -SEE ACT SWAY BRACE DETAIL, (TYP) VERTICAL STRUT CAPABLE OF RESISTING VERTICAL LOADS >12' -0. O.C. OEGINN ING $6' -O" FROM WALL NOTE: SUSPENDED CLG SHALL BE INSTALLED PER ASTM C636, CISCA ZONES 3 -4 & ASCE 9.6.2.6.2.2 *-� CEILING BRACE ml I � 1''r LCEILING RUNNER W/ A.C.T. FASTEN RUNNER TO PARTITION PROVIDE ACOUSTICAL SEALANT AT ALL GAPS BETWEEN CLG 1I� & PARTITION PARTITION" HEAD CIIECKFDBY JB PROJECT k SEE REFLECTED CEILING PLAN FOR CEILING TYPICAL 3" _ -- - - -#12 GA. WIRE HANGER TO STRUCTURE AT EACH CORNER OF FIXTURE -- - ATTACH SLACK WIRES i�DIRECTLY TO FIXTURE AT DIAGONAL CORNERS - -- ATTACH FIXTURE TO CBUNG SUSPENSION SYSTEM WITH POSITIVE CLAMP DEVICES HAVING CAPACITY OF 100% OF LIGHTING FIXTURE WEIGHT MAX. TYP. IN ANY DIRECTION 5 3� UPPORT N.T.S. ` L5 N.T.S. A503 3" = 1' -0" 1 E — 4 x 10 OF #2 E 3 -1/2" x 9 -1/2" ° BEAM PSL BEAMS ° 3 -1/2" x 9 -1/2" • ° ° -- 3 -1/2" x 9 -1/2" ° y ° ° ° • ° PSL BEAMS ° ° ° ° PSL BEAMS _— SIMPSON STRONG-TIE - - - -- SIMPSON STRONG -TIE -' - - -- SIMPSON STRONG -TIE SIMPSON STRONG -TIE ECCQ COLUMN CAP ECCQ COLUMN CAP CCQ COLUMN CAP ECCQ COLUMN CAPS W/ STRAPS W/ STRAPS W/ STRAPS ROTATED 90' ROTATED 90' ROTATED 90' - 4x4POST 4x4POST �4x4POST - (2)4x4POST SIMPSON STRONG -TIE CBSQ COLUMN BASE SIMPSON STRONG -TIE - NEW PAD FTG; 1' -6" ABU STAND OFF x 1' -6" x 0' -8" �- SIMPSON STRONG -TIE SIMPSON STRONG -TIE POST BASE WAY( OTT. #4 EA // STAND OFF / ��- ABU STAND OFF POST BASES • °• — EXISTING SLAB EXISTING SLAB " 0° •0 • • o• "o • EXISTING SLAB EXISTING SLAB •0 • o 0 D Ll —7� al� �6 0 GRAVEL INFILL BASE I P • > °�' UCTURAL POST 1 1/2" = V -0" 1' -6 STRUCTURAL P REBAR 1 1/2` = 1' -0" TRUCTURAL PO JAIL 'OST DETAIL 1 1/2' = 1 SFAMP: 4885 REGISTERED 1 \/ ARCHITECT JOSE 0. BAZAN STATE OF WASHINGTON PROJECT: SEA MAR YELM CLINIC 202 CULLENS STREET NW YELM, WA 98597 BAZAN ARCHITECTS 2000 - N6rFi AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.637.0831 FAX.637.1878 PERMIT SET REVISIONS DAN APERMIT SUBMITTAL 1 01/17/2014 DRAWN BY BB0 / 8B'T CIIECKFDBY JB PROJECT k 12 -135 DATE: 03/27/2012 SIIEEF IIT.E CEILING DETAILS STRUCTURE DETAILS SHEET # A503 i m ry m N 0 u, Q 3 t- z z 3 n 0 w 3 w 0 m 3 m 0 0 a w E m � r' �o � V K i Q ry � o x. 1� N V ry N D` L � N n L 2 8 EXTERIOR FINISH PER INTERIOR DESIGNER 2" O.C. DRILL HOLES FOR PIN SHELF RESTS FOR 2 ADJ. SHELVES - -- MELAMINE INTERIOR- - DOOR PULLS PER SPECS 4" GRANITE BACKSPLASH GRANITE COUNTER TOP - PLAM ALL EXPOSED ENDS -- - -- — CABINET DETAIL 4" GRANITE BACKSPLASH GRANITE COUNTER TOP. PLAM ALL EXPOSED ENDS CABINET DETAIL SOLID WOOD TOP GRANITE COUNTER TOP REGLET------ - - - - -- REGLET 2' -5 1/2" 4" GRANITE 4" GRANITE BACKSPLASH - - -3)¢" TOP CHANNEL BACKSPLASH - -�-- GRANITE GRANITE COUNTER TOP COUNTER TOP - PLAM ON )¢" PWD 1 EDGE PANELBAND MATCHIN( li 2 -5 1/2 \\ II III COUNTER TOP SUPPORT COUNTER TOP SUPPORT RECEPTION DETAIL GWB ON 3X" METAL STUDS ® 16" O.C. 4" RUBBER BASE I'- 2Y4" RECEPTION DETAIL LIGHT FIXTURE METAL BLKG. 0 I M METAL BLKG. LIGHT FIXTURE 'ol PER N ELECT Y METAL BLKG.N MELAMINE o INTERIOR 1/2' = 1' -O" Y METAL BLKG.N MELAMINE o INTERIOR N 1/2' = 1. -D" — 3)¢" TOP CHANNEL - -GWB ON 33i" METAL STUDS o 19" O.C. —PLAM ON X" PWD PANELS w/ MATCHING EDGE BAND 4" RUBBER BASE 1 " =1 §6" PORCI ALUMI TRAIN: %7 WATER- RESISTANT GYPSUM BOARD BULL NOSE TILE PORTLAND CEMENT MORTAR BOND COAT TILE WAINSCOT METAL STUDS FIBER CEMENT UNDERLAYMENT STAMP: 4885 REGISTERED 1 \/ ARCHITECT JOSEO. BAZAN STATE OF WASHINGTON PROJECT: SEA MAR YELM CLINIC 202 CULLENS STREET NW YELK WA 98597 _ rv, SEA 1 MAR COMMUNITY HEALTH CENTERS 1040 S. I [ENDER-SON SEATTLE, WA 98108 WALL PER PLAN BAZAN ARCHITECTS COVE TILE 2000 -116Th AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.637.0831 FAX.637.1878 3" = 1' -0" GRANITE COUNTERTOP & BACKSPLASH /2" N A - - -- -PLAM COUNTERTOP & BACKSPLASH B INTERIOR WHERE OCCURS 1 1/2" = 1' -0" FRAME BEYOND DOOR PER PLAN _LIAN TILE I LINE ..�MENTITIOUS 1. TILE BACKER PERMIT SET REVISIONS: DATE APERMIT SUBMITTAL 1 01 P 7 2014 DRAWN BY SBO / 88T CI IECKED BY JB PROJECI # 12-135 DATE: 03/27/2012 SHFET TITLF FINISH DETAILS SI IEET # A505 NOTE: 1. ALL DOOR CLOSER SHALL REDUCE CLEAR MINIMUM HEAD CLEARANCE AT 80 ", TYPICAL. (PER IBC 1008.1.1) 2. SEE SPECIFICATION FOR HARDWARE SCHEDULE ON SECTION 087100, PART 3.7. 3. ALL SINGLE USER RESTROOM MUST HAVE DOOR LATCH AND LOCK (SEE HARDWARE GROUP 'HW6' ON HARD SCHEDULE.) 2" AL1 YELM MOB DOOR SCHEDULE MARK LOCATION SIZE FIRE RATING DOOR TYPE CORE MATERIA4 FRAME TYPE U -VALUE SHGC HDWR DETAILS REMARKS W H HEAD JAMBT SILL 101 TOILET T 0' 7' -0" NR A SOLID WOOD AL3 - - - 102 WIC 3' -0" T -0" NR A SOLID WOOD AL4 - - - 103 CONFERENCE 3' -0" T -0" NR A SOLID WOOD AL2 - 104 MSS /WIC 3' -0" 7' -0" NR A SOLID WOOD AL3 - - 105 HEATH EDUCATOR T -0" 7' -0" NR A SOLID WOOD AL3 - 107 CLINIC MANAGER T -0" T -0" NR A SOLID WOOD AL3 - - - 108 BH 3' -0" T-O" NR A SOLID WOOD AL3 - - 109 BH 3'-0" 7' -0" NR A SOLID WOOD AL3 - - 114 DENTAL SUPERVISOR T-O" T -0" NR C SOLID /GLASS WOOD AL4 - - 115 DENTAL PROVIDER T-O" 7' -0" NR C SOLID /GLASS WOOD AL4 - 118 W I D T -0" 7' -0" NR AA SOLID W000 AL3 - - 119 STORAGE T -0" 7' -0" NR A SOLID WOOD AL3 - - - 120 PHARMACY 3' -0" 7' -0" NR A SOLID WOOD AL3 - - 121 MEDICAL EXAM T -0" 7' -0" NR A SOLID WOOD AL3 - - 122 CHRONIC CARE T -0" 7' -0" NR A SOLID /GLASS WOOD AL4 - 123 CLINIC DIRECTOR 3' -0" T-O" NR A SOLIDIGLASS WOOD AL2 - - 125 MEDICAL EXAM T -0" 7' -0" NR A SOLID WOOD AL3 - 126 MEDICAL EXAM T -0" 7' -0" NR A SOLID WOOD AL3 - - 127 MEDICAL EXAM T -0" T -0" NR A SOLID WOOD AL3 - - - 129 PROVIDERS 3' -0" 7' -0" NR A SOLID WOOD AL3 - - 130 MEDICAL EXAM T -0" 7' -0" NR A SOLID WOOD AL3 - 131 MEDICAL EXAM T -0" T -0" NR A SOLID WOOD AL3 - - - 133 STORAGE T -0" 7' -0" NR AA SOLID WOOD AL3 - - 134 TOILET 3' -0" 7' -0" NR A SOLID WOOD AL3 - - - 137 X -RAY 3' -0" 7' -0" NR A SOLID WOOD AL3 - - 138 DENTAL EXAM T-O" T-O" NR A SOLID WOOD AL3 - - - 139 TOILET T-O" 7' -0" NR A SOLID WOOD AL3 - - 141 STORAGE 2' -0" 7' -0" NR AA SOLID WOOD AL3 153 STORAGE T-O" V -0" NR A SOLID WOOD AL3 - - - 154 DATA T-O" T-O" NR A SOLID WOOD AL3 - - 155 DENTAL MECH T -0" T-O" NR A INSULATED STEEL HM1 - - - 156 MEDICAL EXAM T -0" 7' -0" NR A SOLID WOOD AL3 - 157 MEDICAL EXAM T -0" 7' -0" NR A SOLID WOOD AL3 - - 158 MEDICAL EXAM 3' -0" 7' -0" NR A SOLID WOOD AL3 - - - 159 NURSE MANAGER T -0" T -0" NR D SOLIDIGLASS WOOD AL3 0.40 0.33 - 160 MEDICAL EXAM 3 %0" T -0" NR A SOLID WOOD AL3 162 MEDICAL EXAM T-O" 7' -0" NR A SOLID WOOD AL3 - - 163 MEDICAL EXAM T -0" T-O" NR A SOLID WOOD AL3 - - - 164 MEDICAL EXAM 3' -0" V -0" NR A SOLID WOOD AL3 - - 165 PROVIDERS 3' -0" T-O" NR A SOLID WOOD AL3 - - 166 MEDICAL EXAM T-O" 7' -0" NR A SOLID WOOD AL3 - 167 PROCEDURE T-O" T.0" NR A SOLID WOOD AL3 - 168 TOILET 3' -0" T-O" NR A SOLID WOOD AL3 - 169 JANITOR 3' -0" 7' -0" NR A SOLID WOOD AL3 171 STAFF T-O" 7' -0" NR A SOLIDIGLASS WOOD AL4 - - - 173 MEDICAL EXAM T-O" T-O" NR A SOLID WOOD AL3 174 TOILET T-O" 7' -0" NR A SOLID WOOD AL3 176 MEDS T -0" 7' -0" NR A SOLID WOOD AL3 - 178 VESTIBULE 3' -0" 8' -0" NR B INSULATED ALUMINUM AL1 179 VESTIBULE 3' -0" 8' -0" NR I B INSULATED ALUMINUM AL1 - - LEVER HANDLE 0 3' -4" MAX. \ (TYPICAL) \ (SHALL CONFORM \ TO THE IBC.) -- A A_ PAIR OF DOORS 0 AA 2" 2" 2" 2" 6" PANIC BAR 0 3' -4" MAX. (SHALL CONFORM TO THE IBC.) —TEMPERED SAFETY GLASS — B_ PAIR OF DOORS 0 BB AL2 AL3 6" 1. 1 2'-0" 1 1 .6" I TEMPERED SAFETY \ GLASS \ 0 C_ PAIR OF DOORS 0 CC 2" DOOR 2" OPENING 2' -0" 2" N 6" 1 1 2'-0", , 6 \ 1p 0 \ I M I / D_ PAIR OF DOORS 0 DO DOOR 2" OPENING II II N z o z � w O N 0 O f 0 AL4 HM1 FLOOR LEVEL DOOR ELEVATION 1/4" = V -0" FLOOR LEVEL FRAME ELEVATION 1/4' = 1' -0" STAMP: 4885 REGISTERED 1 \/ ARCHITECT JOSE 0. BAZAN STATE OF WASHINGTON PROJECT: SEA MAR YELM CLINIC 202 CULLENS STREET" NW YELM, WA 98597 SEA MAR COMMUNITY HEALTH CENTERS 1040 S. HENDERSON SEATTLE, WA 98108 BAZAN ARCHITECTS 2000 -1161 H AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.637.0831 EAx.637.1878 PERMIT SET REVISIONS: DAII APERMIT SUBMITTAL 1 01/17/2014 DRAWN BY S80 / SST CHECKED BY ,/S PROJECT# 12 -135 DATE 03/27/2012 SHEET TITLE SCHEDULES AND DIAGRAMS SI IEET # A603 I -- - -� --VA B� N� W - - IP ERA El 6 C - P1 it i i 9A 91 9A �LZ E Lo a 6�1 W � � II 1 El Ex 71 11 17 �r 0 01 FM1 0 C') �B) - -- - - - - --- - - - - - -+ - - � a) P1 Pi 6 3� 4) )5) ELECTRICAL LEGEND: Q, - DUPLEX OUTLET ® 18" A.F.F. (U.N.O.) (D- G.F.C.I. - GROUND FAULT CIRCUIT INTERRUPTOR - DATA JACK e- 30 AMP- 30 AMP 110V TWIST LOCK (VERIFY WITH OWNER FOR PROPER AMPERAGE) PC - EMERGENCY PULL CORD SWITCH ( - WALL SWITCHES FOR VACUUM AND COMPRESSOR FLOOR PLAN LEGEND: - INDICATES EXISTING WALLS - INDICATES NEW WALLS (SEE WALL TYPICAL WALL DETAIL ON SHEET A501) ELECTRICAL PLAN 1/8° = 1' -0^ STAMP: 4885 �AEGISRCETD JOSE 0. BAZAN STATE OF WASHINGTON PROJECT: SEA MAR YELM CLINIC 202 CULLENS STREET NW YELM, WA 98597 SEA vm, MAR COMMUNITY I IEALI H CENTERS 1040 S. HENDERSON SEATTLE, WA 98108 BAZAN ARCHITECTS 2000 -1161 H AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.637.0831 FAX.637.1878 PERMIT SET RGVIIIONS DATE A PERMIT SUBMITTAL 1 01/17/2014 DRAWN BY SBO / 88T CHECKED BY JB PROJECT I 12 -135 DATE 03/27/2012 SHEET TI I T.E ELECTRICAL PLAN S i I a do .�i 0 N T N 3 a 0 O rr 0 w 3 a 5 u a w 0 3 V N m � °m V � v - � w E `w v a � m N 0^ m S �+ u .N. � Q N � M O X. N = ♦�. N V W •i O � m d L 0 ELECTRICAL LEGEND: - DUPLEX OUTLET 0 18" A.F.F. (U.N.O.) Q- G.F.C.I. - GROUND FAULT CIRCUIT INTERRUPTOR 4 - DATA JACK 0- 30 AMP- 30 AMP 110V TWIST LOCK (VERIFY WITH OWNER FOR PROPER AMPERAGE) PC - EMERGENCY PULL CORD SWITCH FLOOR PLAN LEGEND: - INDICATES EXISTING WALLS - INDICATES NEW WALLS (SEE WALL TYPICAL WALL DETAIL ON SHEET A501) GROUND FAULT DUPLEX OUTLET I� I) �I i I L DROP SHELF FOR LAPTOP DUPLEX OUTLET 44" ABOVE FINISH FLOOR DATA JACK 44" ABOVE FINISH FLOOR TYP EXAM ROOM ELEC PLAN 1/2" = l' -0" STAMP: 4885 REGISTERED 1 \/ ARCHITECT JOSE 0. BAZAN STATE OF WASHINGTON PROJECI : SEA MAR YELM CLINIC 202 C ILLENS STREET NW YELM, WA 98597 mm+ SEA MAR- COMMUNITY HEALTH CENTERS 1040 S. HENE)ER_SON SEATTLE, WA 98108 BAZAN ARCHITECTS 2000 -1161 H AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.637.0831 FAX.637.1878 PERMIT SET REVISIONS: DAIL A PERMIT SUBMITTAL 1 01 17 2014 DRAWN BY 8190 / 88T Cl IECKED BY JB PROJECT# 12 -135 DATE 03/27/2012 SI IEF F TITLE ELECTRICAL PLAN SHEET 4 E105 I I I I I' _I�SIJI --1I I q - - - - - - - - - - - - - - - - ------ ------ ------ - } 1 - - C I I PI C`J 43 47) - - - - - - - - - - - - - - ------ -- ❑E - -- V" P1 C I I �I �E) D i =1 � II _I C_ AXlI:112I13, - 2' RECESSED W/ RELISHED - 4' RECESSED W/ FLUSHED - WALL WASHER f6E - LIGHT SWITCH W/ OCCUPANCY SENSOR. {ice - LIGHT SNATCH ELECTRICAL LEGEND: - DUPLEX OUTLET AD 18" A.F.F. (U.N.O.) G.F.C.I. - GROUND FAULT CIRCUIT INTERRUPTOR - DATA JACK 30 AMP- 30 AMP 110V TWIST LOCK (VERIFY WITH OWNER FOR PROPER AMPERAGE) PC - EMERGENCY PULL CORD SWATCH FLOOR PLAN LEGEND: - INDICATES EXISTING WALLS - INDICATES NEW WALLS (SEE WALL TYPICAL WALL DETAIL ON SHEET A501) LP1 (5) LIGHTING PLAN 1/8. = 1' -0" " SIAMI' 4885 REGISTERED 1\/ ARCHTTECT JOSEO. BAZAN STA1E OFlWASHINGTON SEA MAR YELM CLINIC 202 CULLENS STREET NW YELM, WA 98597 7mov. SEA '11 MAR COMMUNITY HEALTH CENTERS 1040 S. I IENDERSON SEATTLE, WA 98108 BAZAN ARCHITECTS 2000 -116TH AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.637.0831 FAX.637.1878 PERMIT SET REVISION, DATE APERMIT SUBMITTAL 1 01/17/2014 DRAWN BY - 2'X4' FLUORESCENT FIXTURE RECESSED CHFCKFD BY 0 SU AC UNT. (SEE DTL. 2/A503) DATE: 03/2712012 P1 - 2'X2' LUORESCENT FIXTURE RECESSED (SEE DTL. 2/A503) pi - RECESSED LIGHT FIXTURE 0 - 1'X4' SURFACE MOUNT LIGHT FIXTURE - 1'X1' SURFACE MOUNT LIGHT FIXTURE - 2' RECESSED W/ RELISHED - 4' RECESSED W/ FLUSHED - WALL WASHER f6E - LIGHT SWITCH W/ OCCUPANCY SENSOR. {ice - LIGHT SNATCH ELECTRICAL LEGEND: - DUPLEX OUTLET AD 18" A.F.F. (U.N.O.) G.F.C.I. - GROUND FAULT CIRCUIT INTERRUPTOR - DATA JACK 30 AMP- 30 AMP 110V TWIST LOCK (VERIFY WITH OWNER FOR PROPER AMPERAGE) PC - EMERGENCY PULL CORD SWATCH FLOOR PLAN LEGEND: - INDICATES EXISTING WALLS - INDICATES NEW WALLS (SEE WALL TYPICAL WALL DETAIL ON SHEET A501) LP1 (5) LIGHTING PLAN 1/8. = 1' -0" " SIAMI' 4885 REGISTERED 1\/ ARCHTTECT JOSEO. BAZAN STA1E OFlWASHINGTON SEA MAR YELM CLINIC 202 CULLENS STREET NW YELM, WA 98597 7mov. SEA '11 MAR COMMUNITY HEALTH CENTERS 1040 S. I IENDERSON SEATTLE, WA 98108 BAZAN ARCHITECTS 2000 -116TH AVENUE NE SUITE 4 BELLEVUE, WA 98004 425.637.0831 FAX.637.1878 PERMIT SET REVISION, DATE APERMIT SUBMITTAL 1 01/17/2014 DRAWN BY SSO / SST CHFCKFD BY ,S PROJECT N 12 -135 DATE: 03/2712012 SHEET TITLE LIGHTING PLAN n ' E106