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Plans (115) BUP2O1 6 - 00273 RECEINVD MILDREN DESIGN GROUP, P.C. S�P �, .� 2.016 ARCHITECTURE - SPACE PLANNING Q � ����,� �) 7650 S.W. Beveland, Suite 120 0 0 — _ El 71/Lwi000wa"'"°"----. m = r c Ci A _ o _ _ _ y Insurnc ��� �Dt rtSlO� Tigard, Oregon 44-05 2 Voice: 503-244-0552 Fax: 503-244-0417 1 211 o o ' ( h 71= h A v 7-- O TToaro Orcoo rn ti,,, op AR, 305• , _ _ _ _ _ _ _ Sheet Index • Code Analysis •, W ., E R. • STRUCTURAL AND SPECIALTY CODE (OSSC) \.'I�•i ;' u I g< I AO COVER SHEET BASED ON THE 2014 OREGON , m D1 FLOOR PLAN - DEMO OCCUPANCY PER OSSC 304 iSW BA YL OR STREET - - - - - - - Al FLOOR PLAN - NEW WORK OCCUPANCY: B/A3 (ACCESSORY) 4 OF Qi* - - - • A2 REFLECTED CEILING PLAN A3 DETAILS OCCUPANCY SEPARATION: PER OSSC TABLE 508.4 NO SEPARATION REQUIRED i - - - _ • 1 _ _ • • _ - • CONSTRUCTION (C--- eiDeferred Submittals CONSTRUCTION TYPE: III-B BUILDING HEIGHT AND AREA PER OSSC TABLE 503 r \-- DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE BUILDING AREA: 19,000 SF SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN BUILDING HEIGHT: 1 STORY 2 I 1 1 m - RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD ALLOWABLE AREA: 19,000 SF (B, TYPE III-B) W I THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING ALLOWABLE HEIGHT: 40'-0" 1 I THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN cALLOWABLE STORIES: 4 STORIES (B, TYPE III-B) -I I I REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS I CHANGE IN OCCUPANCY SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL 'OH 1 DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. NI �.v�'�• OI I NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT ALLOWABLE AREA CALCULATION: PER IBC 506 (MODIFICATION TO ALLOWABLE AREA ' I _.1 �` �'.. ) ����i..r.\!n!l�.a`:.. <� _ _ COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING PER STORY ■■■ o �� �I �" o - - - - - - - - - - �• 1. ELECTRICAL DESIGN At=19t 000sf,f]+[Atxls] P y _n___ Is=200 sprinkled two story, on•is �� � � 2. LOW VOLTAGE/FIRE ALARM f=[(F/P)-0.25](W/30) di! JP ©0 3. FIRE SPRINKLER F= 640 lineal feet, P= 742 lineal feet, W=27'-6"; Knit J. .p1L- -.1 �� "' 4. MECHANICAL DESIGN If=[(640/742)-0.25](27.5/30) = 0.56 Owner: oil,it 5. PLUMBING NM A a=19,000+[19,000x0,56]+[19,000x200/100] ■•� I ■ I Aa=19,000+10,640+38,000=67 640 SF Pacific o I l I I Ili I I 1-5 FIRE PROTECTION I I I ► z I Keynotes CHAPTER 9 NW Properties � Z � I ' I I I 1. EXISTING ACCESSIBLE PARKING SPACES WITH SIGNAGE AND BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE o J 1� I PROTECTION SYSTEM IN ACCORDANCE WITH OSSC ' I -u 1� I I I 903.3,1,1 ACCESSIBLE AISLE F; C -PWR FIRE-RESISTANCE RATING REQUIREMENTS PER OSSC TABLE 601 AND TABLE 602 )-) I MARKS STRUCTURAL FRAME: 0 HRS. I �■ EXTERIOR BEARING WALLS: 2 HRS. 0 HRS. Ilii II'' I I I I I � EXTERIOR NON-BEARING WALLS: 0 HRS. 0 HRS. 6600 SW 105th Avenue n I dal .1 Q u_ - - - o INTERIOR NON-BEARING WALLS: 0 HRS. Beaverton, Oregon 97008 !iI - . . _ i== ■ - - - - �0: FLOOR CONSTRUCTION: 0 HRS. ` • ii _ . lim o 'I`4 T - - �- INTERIOR FINISHES �i� I I o I ,-- INTERIOR EXIT STAIRWAYS AND I ! PASSAGEWAYS: B OCCUPANCIES .10 o I I I CLASS B PER TABLE 803.9 I ��� �P 1__-I •• I 1 7 , I I FLAME SPREAD INDEX: 26-75 I. I _ I.. SMOKE DEVELOPED INDEX: 0-450 Co a ) n =O M 1 I J ____ , , � 1 ,Q, 1 CORRIDORS AND ENCLOSURE FOR Project: • I cI• _ 1 �t`�ail il I /. EXIT ACCESS STAIRWAYS: B OCCUPANCIES I� II 1:I ' x'3 J Mi I 0 CLASS C PER TABLE 803.9 American R, 01 I 'd >O I s FLAME SPREAD INDEX: 76-200 ism 1 Q :. ,pi, H` jola■ M ' SMOKE DEVELOPED INDEX: 0-450 9fr' I ►.� ROOMS AND ENCLOSED SPACES: B OCCUPANCIES Family 3 ��� '� �s ■ '' CLASS C PER TABLE 803.9 Insurance la __ ,g ii a ri.' 0 9'' I,, _... FLAME SPREAD INDEX: 76-200 nom PMSMOKE DEVELOPED INDEX: 0-450 WI! Oam Modifications v Imr44" • . 35 MEANS OF EGRESS SFE �` MINIMUM NUMBER OF EXITS: PER OSSC SECTION 1021.2h' � ��� � ; °_ \M� ��4 -a� � r�, 11850 SW 67th Ave. I� ' ,.: .i. , : NCE 170 8 ' iil _ PirAteleilik) ■� t� o # OF OCCUPANTS: 289 Tigard Oregon 97223 �� i �g o� I� �^ EXIT ACCESS TRAVEL DISTA 2 •11111 — i� ingorini '1/4....1'111 111,111 ' I i �.....� ■■� ��— V� .. =' ..n ,, `� REQUIRED: 2 It ;� o C Ilk t>•■■■■■II ■■■■■■■. a PROVIDED: 1 xm+ x 'S - 4�ri { III ' i �tr , ■ O!,■■�■■I INIIIIIII ■■ -� � N R Q S�fC:a�i..y/fy,,.. i i tan�n I - I 1,...,i,,,,,,,i, ,4,,, , ,, , ,.._,.....Argo,„....,?i4k4 -- �# w EXIT ACCESS: B OCCUPANCY: S)I� I Il ■■O■■I tom■ _■ta rODk' III � '■■■■■�I �r�� COMMON PATH OF EGRESS TRAVEL DISTANCE DOES u j ■t � ■■o■�� ����� ��� _mit �' �`�' J NOT EXCEED 100' 0" PER OSSC TABLE 1014.3 �1� '■■■ �I ��LOW���� s=' EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED MN 1 I 1111111--- - - �!; ! �! Existing g"..:.:pf �=_ r Ff' 300'-0" PER OSSC TABLE 1016.2 1, -- - ----- - -- 11111111..ifilits#: /� / 11�1111W 7; ._ Sheet Title: I :� I �i e � rtjV�' \ B ` Ian i Building EGRESS ILLUMINATION: - PER OSSC SECTION 1006: MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, Floor Plan **a /I/��� �����', � .�`�,,, ®�� BZli SHALL BE ILLUMINATED AT ALL TIMES THE • •�l X ..,4 r I .1. �� •.���.t� .„ BUILDING IS OCCUPIED. PROVIDE MINIMUM 1 FC �/' ,_ ILLUMINATION AT THE FLOOR LEVEL. SW CLINTON STREET 0 �%�( g: I /• :�`• r . Am. 4/411 , 6' ,♦v♦ * HWY 3{r¢ z ® r. .,: ,. 99W PCS wan— _-, ;. � ♦�� t"4/ , � �� �. �. =• ADA BARRIER REMOVAL Iii■EII�■•oUt>•t>-o�tttarol■ttt>• taor•�_���:�,.��� � ����� ��� II ?rte ��,�- 11111m. ��� 1���/C '��/� `+ �•����� Q " '"N e Location oC tion PER ORS 447,241 ACCESSIBLE ELEMENT LISTING +w` ii .'" a �,,4p�' 1, ♦ (D .•,;5 4 S't L.. a��� � ''''y • �� •. PROJECT BARRIER REMOVAL ACCESSIBILTY r� _ _di s ��l ��'� ��:At, ��I<�. ENHANCEMENTS: • .1 -Ilil 1 L ���\t ���i �� �� ,�� ����;�'���' £ '' oI ..�`'' •, ``~ ♦���,���• *Ttf xr,SY •.. aSQsouthwest ACCESSIBLE PARKING: EXISTING MEETS CURRENT CODE 0 ,` L h .r `� `� �`` •4�� TAvitiv" ACCESSIBLE ENTRANCE: EXISTING MEETS CURRENT CODE • • ACCESSIBLE RESTROOM FOR EACH SEX: EXISTING MEETS CURRENT CODE - -Mit 13, �� \. • - �' SW Dartmouth St o �) \ \A`�, , �' `� ACCESSIBLE TELPHONES: EXISTING MEETS CURRENT CODE ����" `` u° ' Q ACCESSIBLE DRINKING FOUNTAIN: EXISTING MEETS CURRENT CODE * 1.0% :: I �—a - - i ` ��•` !, �`� �I L�, .',2..., " ADDITIONAL ACCESSIBLE ELEMENTS; EXISTING MEETS CURRENT CODE oi it — -41 , III 4% 41 E.Hilialialktill ,, ,,, ,, '' — I (it:_ - ` `� - HWY14:2;4 :" :,,_,?_ . ,„ _, Revisions: `� J CITY OF TIGARD GI & ` �� `` N M ' U ``\ L1� q.c r+ I: ,� .a - > . `� ```, _� �. .� FOR CODE COMPLIANCE �17i ��VV31� `` Approved: [t :� • -� �� OTCs • j (.}� L� `ice •�/ �.r.\ I ii�, ~ „— Ian � Permit#h LI ay)�C, - 0U ?j ➢I ❑ b o __�I/ ,�, f r Address ',I leb '•k,9 &37-7-4=g-AVE_ 11' , {,. ani ift..-.5t Portland n Suite .• �1j By: `i _ — i Area of Work Temple-The C ;-rch, x, 9 7 Date: l13 ii 0i.G 71//7C?LM- . III 4°. 01* ODEu _ OFFICE COPY y(:)....----------- _, Ys ' WEST 1,A K E MILDREN DESIGN GROUP, P.C., 2016, ALL r RIGHTS RESERVED OVN1 PBS E Cvla ? P`"I"'-" 'r MILDREN DESIGN GROUP, P.C., AND ARE M u THESE DRAWINGS ARE THE PROPERTY OF NOT TO BE USED OR REPRODUCED IN ANY - _ MANNER, EXCEPT WITH THE PRIOR WRITTEN rh I p - �> PERMISSION OF MILDREN DESIGN GROUP, P.C. FFRAMP Q ' j Is KrL_;4 Way Date: 13 September 2016 EET I =1t;, NES R Drawn by: Checked by: ST i}1r ' I I I I H t,11., ro,..1 1i. R:I JCM/CLT WEM Alt Site Plan Ak Vacinty Map Job Number: 116113 milp) 1" = 40.0' No Scale Sheet lor Permit Submittal - September 2016 AO Keynotes O- 1. DOOR AND FRAME TO BE REMOVED, STORE FOR REUSE IF IN GOOD CONDITION, TYP. 7111e---' RELITE AND FRAME TO BE REMOVED, STORE FOR REUSE IF IN MILDREN DESIGN GROUP, P.C. GOOD CONDITION, TYP. 3. REMOVE AND CAP FLOOR CORE ARCHITECTURE • SPACE PLANNING 4. REMOVE POWER POLES AND PULL DATA 7650 S.W. Beveland, Suite 120 5. REMOVE POWER, DATA AND THERMOSTAT AT WALLS BEING Tigard, Oregon 97223-8692 REMOVED, TYP. Voice: 503-244-0552 6. REMOVE EXISTING COUNTER Fax: 503-244-0417 ZQ ® \ Wall Legend \ I I EXISTING WALL \ \ ® E WALL TO BE REMOVED a \ , e -3.0 \ Az?, op * 0 / co e • \ \ 305. 1 W L ,�I E �� / itt. S. I 1�+ I I \ \ \ / es \ / 4 OF 0� - 4,_ , , _______I .s4.--- H \ II ` O / I I \`\ II ,ett \ I 1 / / --_ tres „ /"\ \ \ kt \ y�/ I/ I.---------7 ! In —\------ g / �,� - _ - resimmanst \. / tv- /��� FE 1 S OI 1 \ Owner: / Pacific 0 / �e — t q- _ - _ '�” _nlillinis le NW Properties �r ter_ - �� - - - - \ / • I \ \ / / _, ________7 / I h I I tat( ,/� 1 I \ 6600 SW 105th Avenue CO' / I 1 Beaverton, Oregon 97008 t1‘ 11.4 .c. "°.°1°.°°..°.°I.°°..."..°.....A/ - ' 4 ' '' \ \ til Ili r-- -> \ / \ / -_ \7 i �, 1� �� Project: ll m ;! / ll _ \ American„ _ _ Family t111111 / i ` 101 ► ---m 1 IS ;; Insurance i / '4, ' n m , , Modifications 11850 SW 67th Ave. (11/ ..,,,,1 // o Fe 9 Tigard, Oregon 97223 © ��� the I r. 01-1 --' -i'l �, © \\ ma \ / ill/ P (4)17.x\\ n e i TYP. CC��✓✓// // \\ TYP. 1 I� \\ O \\\ Sheet Title: _ ft...,...........1Thj rt0 O \ / Floor Plan (4)n \ / , II \ \ \\ � T �� 1 `\0 \ - Demo /j, j t TYP. \\\ O O O / / �, , , / 7©7 7 p7 \ \ \ I v<0.01 .... ..............00.000"a \ \ -------- \ // , St/ , VI I� 11-an II ' ca / H H / // l \ ) ,\\ � Revisions: II I II _ ___11 \ /� / L ® \ \ ® 1 1 ® 0.0 1 \ . 1 \ MILDREN DESIGN GROUP, P.C., 2016, ALL RIGHTS RESERVED / \ THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE \ \ NOT TO BE USED OR REPRODUCED IN ANY / 0 MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 13 September 2016 Drawn by: Checked by: JCM/CLT WEM � Floor Plan - Demolition ® ® O Job Number: 116113 my Sheet 0 4 8 16 Permit Submittal - September 2016 D1 Door Schedule _ Hardware Groups Door Types Keynotes O, NOMINAL SIZE DOOR FRAME GROUP 1 GROUP 4 TEMPERED RELITE 1. SOFFIT ABOVE TO MATCH EXISTING MARK WIDTH HEIGHT THICK Type MAT'L FINISH MAT'L FINISH GLAZING HRDW. REMARKS , - TO MATCH EXISTING 2 PAIR BUTTS STANLEY 652 FBB179 4j. X 4X 2 PAIR BUTTS STANLEY 652 FBB179 43 X 43 2. PROVIDE CARPET TILE TO MATCH EXISTING AT TRAINING711"".11.....1"4"`°``- LEGEND 1018 3'-0" 8'-0" 1 3/4" A SC ST MTL FF -- 3 1 1 LOCKSET SCHLAGE 626 SPARTA ND53PD 1 PANIC HARDWARE 626 ROOM EXPANSION AREA MILDREN DESIGN GROUP, P.C. MTL TIMELY METAL FRAME 102 3'-0" 8'-0" 1 3/4" B SC ST MTL FF -- 2 -- 1 CLOSER LCN 4011 X TB WITH LEVER LATCHSET VON DUPRIN 98-L-17 / 3. MODIFY EXISTING FRAME AT REMOVED SIDE LITE AND 103 3'-0" 8'-0" 1 3/4" A SC ST MTL FF -- 3 1 ARCHITECTURE SPACE PLANNING FF FACTORY FINISH (MATCH EXISTING) 105 3'-0" 8'-0" 1 3/4" B SC ST MTL FF -- 2 -- 1 STOP IVES 1 STOP IVES 630 4073PROVIDE LEVER LOCKSET AT EXISTING DOOR SC SOLID CORE, 112 3'-0" 8'-O" 1 3/4" B SC ST MTL FF -- 2 -- 1 CLOSER / / 4. INFILL OPENING TO MATCH ADJACENT WALL SURFACE 7650 S.W. Beveland, Suite 120 WHITE MAPLE TO MATCH EXISTING 114 3'-0" 8'-O" 1 3/4" B SC ST MTL FF -- 5 -- GROUP 2 1 GASKET 5. FACE OF WALLS TO ALIGN Tigard, Oregon 97223-8692 g re ST STAIN (MATCH EXISTING) 116 3'-0 8-0" 8'-0 1 3/4 B SC ST MTL FF 3 1 OUP 5-0" 1 3/4" A SC ST MTL FF -- 1 -- 117 3 2 PAIR BUTTS STANLEY 652 F66179 4 X 4 GR / \ 6. Q OF WALL TO Q OF MULLION Voice: 503-244-0552 118 3'-0" 8'-0" 1 3/4" B SC ST MTL FF -- 2 -- 1 LATCHSET SCHLAGE 626 SPARTA ND1OS 2 PAIR BUTTS STANLEY 652 FBB179 43 X 437. PROVIDE CORE AND MONUMENT FOR POWER AND DATA Fax: 503-244-0417 REMARKS 120 3'-0" 8'-O" 1 3/4" A SC ST MTL FF -- 1 -- 1 STOP IVES 630 407J 1 PANIC HARDWARE 626 \ \ 8. 6'-0"x5'-0" TEMPERED RELITE WITH TIMELY METAL FRAME 1. CARD KEY ACCESS TO MATCH 121 3'-0" 8'-O" 1 3/4" B SC ST MTL FF -- 1 -- WITH LEVER LATCHSET VON DUPRIN 98-L-17 WITH HEAD AT 8'-0" A.F.F. EXISTING 125 3'- " 8'-O" 1 3/4B SC ST MTL FF -- 1 -- GROUP 3 1 STOP IVES 630 4073 \ 9. EXTEND CORRIDOR FINISHES INTO RECESS AND PROVIDE 126 3'-0" 8'-0" 1 3/4" B SC ST MTL FF -- 1 -- 2'-0" 127 3'-0" 8'-0" 1 3/4" A SC ST MTL FF -- 1 -- 2 PAIR BUTTS STANLEY 652 FBB179 47 X 4 1 CLOSER SPECIFIED KICKPLATE WHERE B SOFFIT / MODIFY CORRIDOR SOFFIT TO MATCH EXISTING A TYP. 128 3'-O" 8'-O" 1 3/4" A SC ST MTL FF -- 4 -- 1 LOCKSET SCHLAGE 626 SPARTA ND12DEU 10. PROVIDE JBOX ABOVE FOR TENANT PROVIDED POWER POLE 131 3'-0" 8'-0" 1 3/4" A SC ST MTL FF -- 6 -- 1 STOP IVES 630 407/ GROUP 6 \ \ 11. COORDINATE WITH TENANT FOR CARD KEY ACCESS 134 3'-O" 8'-0" 1 3/4" B SC ST MTL FF -- 1 -- 1 CLOSER 2 PAIR BUTTS STANLEY 652 FBB179 41 X 4 - \ \ 12. MODIFY EXISTING DOOR TO PROVIDE TEMPERED FULL LITE 135 3'-0" 8'-0" 1 3/4" B SC ST MTL FF -- 2 -- 1 LOCKSET SCHLAGE 626 SPARTA ND53PD E_ii_k -CONFIRM WITH DOOR MANUFACTURER IF DOOR CAN BE 1 CLOSER LCN 4011 X TB MODIFIED. IF NOT POSSIBLE TO MODIFY EXISTING DOOR, 1 STOP IVES PROVIDE NEW DOOR WITH TEMPERED FULL LITE WOOD DOOR 1 CLOSER ® \ \ 13. ALIGN WALL WITH HEADER ABOVE 14. RELOCATE THERMOSTAT et OR SIMILAR DORMA HARDWARE 15. REPLACE CARPET WITH VCT 16. EXISTING PANIC HARDWARE AT DOORS , 0® \ 30 \ ,`?OD 40� ers • t/ -2.4 ® O 305• W L . E ti R •.\ \ II �( ' 0 / / Wall Legend I I EXISTING WALL OF 0 ---________ __. ___ ________.77.,,,/ ------- \ _ - •� i itir-4 F"""""""""""`}-"--`y NEW WALL OR INFILL: METAL STUDS WITH ____ ` \\ f "7 . \ / \ 96 " GYPSUM BOARD TO BOTTOM OF CEILING _______./._ 1, /1 co / 11�„---, ' /1 -- CS t'W-H, 0----.50,--rirT- 1' // II . t2t2*2".".------------------.-.: / / `i �'*/‘ ' �/ Finish Schedule // i � ^ � / ''''.-------7 ROOM NAME =• ®: _ , Floor Finish A4BB9 / Fi - ' ��„ i? \---- - B. CARPET TILE - TO MATCH EXISTING / i:N. I \---• D. VINYL COMPOSITION TILE / ____ __ X. EXISTING TO REMAIN sk • Owner: / 01 I 1 ril \ Base . `. �,. 4" RUBBER BASE - TO MATCH EXISTING Pacific / /N� �, X. EXISTING TO REMAIN Q / -. t 1 NW Properties -... 1/ �, _ - .-.mac• - - - - - - - - -� \ Wall Finish \ I B. GYPSUM BOARD AND PAINT \ OPEN OFFICE X. EXISTING TO REMAIN \ / 131 UP , Ceiling Finish / OPEN OFFICE XXXXX ■�' 7,4 ` • \ 6600 SW 105th Avenue h 129 553.8 S.F. I I11111111\\\ / XXXXX B100 =EXITS 61 X. EXISTING TO REMAIN Beaverton, Oregon 97008 / 958.86 S.F. f= /100 = 10 �� B:EXITS 1 1 Ceiling Height \11 _ 1/ r X. EXISTING TO REMAIN / STORAGE �`130 ,��,XXXXX . ////,11- 114 2 00.F. 1 � ISw .--------A '� Project: # i B:EXITS 1 STORAGE 1 = j �i American 4---,_,_ I 1, CO ® XXXXX r >> General Notes / 4.4--../ 297.56 S.F. o / _ �.� -�, �� /300 - 1 ��, E, ^ iti A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS Family -�, I,,, 131 B:EXITS 1 111111111111117'r- .-. L'"11111.6...-4641111111111-11C �l `J \ ` o �.`,` , ,,,, �_,,•"ww,•. . �+� ` !� NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START Insurance �` OF WORK. \ 6, ® 4ji/iU \ MAIL DW i I._ TAIli\. \ B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. / OFFICE `• •�'�. .. ,/ 137r� 128 C. PROVIDE 1 APPROVED FIRE EXTINGUISHER WITH RATING OF Modificaions �. X4BXX 51 ( )105 f �.\ o RB 3.X4 -�-`- 76.L8 S. 1- 1 / o -35b: v NOT LESS THAN 2-A: 108 FOR EACH 3,000 SQ.FT. OF FL00 11850 SW 67th Ave. 41-- iii ,," to, �4� �, /10 AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO 153.14 F. , / 3 �. B: XIT FE g _ OFFICE / 4 2 \\41-1711--------- --;'.1.1. Tigard Oregon 97223 `:10XI . 1 - WAITING ���-O % �' "I - - 1/ EXCEED 75'. WHERE PROVIDED IN CIRCULATION PATH, FIRE 106 �� 1 «� © 101 ® ��� ��. Q = EXTINGUISHERS SHALL BE PROVIDED IN SEMI-RECESSED 7XXXXX °�, �� 'B4BXX / '�� EXIT TRAVEL DISTANCE 170' 8"" --------------------_-_--- ------------- ---------- 168.05 S.F. EXIT----------------------------------41,- Zo,-Loi ® •• CABINET. CABINET SHALL NOT PROJECT FROM WALL MORE 147.2 S.F. /100 = 15 = 10 / 102 O P E!� ��)� THAN 4 . B:EXITS 1 // •TORAGE 1o1e h;.,EXITS 1 ;=j B4BXX " - - - - . , ''' _ . _ 13 ` e.- D. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN / 104 CI /r 4.,,�v' � �, 218.83 , e /� Ai q ♦ �I►♦ � A � 1 B4BXX /15 - 1 ,�',� 103 sI 1 •� ACCORDANCE WITH N.F.P.A. PAMPHLET #13. (BY SEPARATE f1• \ 76.67 S.F. • • ©�' \:,, / :.EXITS 1 i .Tj 11 -9%4 -� � STORAGE 4_ ._._ _\ H �� 10� 1 06PERMIT). /300 - 1 >>' h1 Op 120 r\ TYP. co H WAIT G 1' • �3' canSheet Title: O € 1 114 © E. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2 B:EJCfs S 1 ' • • B4BXX Q .,� �!! Ec 114.69 S.F.' o E 117 : 'BX , 0STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING �' M.u� €- © 0 _ /300 = 1 :5.8 ' S.F. �� Floor Plan OFFICE / 0 "`A•M <a = ill 120 6:EXITS 1 I /15 = 1 0 �;?► IS OCCUPIED". 107 / OPEN OFFICE0 , E'r I .:..w...,..:."�W:».�...W...... € XXXXX // �' 103 -� i Cod FERENCE •R I Q OPEN OFFICE ...\ 1 I - B:EXITS11\2, 1\ �� F. LEVEL 4 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, (2) - New Work 178.77 .F. / B4BXX p- 6 1 I 135 V 0 0 117 \ IL11101154M\ COATSACRYLICLATEX. LEVELOF GYPSUM BOARD FINISH TO /100 2 eCFICE 1009.4 S.F. € ziFFICE 64BXX 'AINING ROOM\ B46XX�� II 134 _ 787.47 S.F. E ; - BE PER ASTM C840. At New Walls B:EXITS 1 %108 / , /100 = 11 221.14 S.F. € CONFERENCE w�..,=I - �• 128 ( ) /� XXXX B:EXITS 1 /15 = 15 118 = B4BXX = /100 = 8 MOTHERS \ B46XXG. PATCH AND REPAIR AND REPAINT ALL EXISTING AND MODIFIED 147.83 S.F. 142.21 S.F. _ 116 1306.57 S.F.// OFFICE B:EXITS 1 € B4BXX € B:EXITS 1 WALL SURFACES TO LEVEL 4 FINISH; LEVEL 4 FINISH WALLS TO /100 = 2 109 , 346.3 S.F. ll I /100 = 2 . B4BXX /15 = 88 B:EXITS 1 XXXX /15 = 24 # : ITS1 1 105.52S.F. A3:EXITS 2RECEIVE (1) COAT PRIMER, (2) COATS ACRYLIC LATEX. LEVEL / 149.03 S.F. I WOR , B:EXITS 1 118 NALLWA �° 100 = 2OFFICE / OF GYPSUM BOARD FINISH TO BE PER ASTM C840. /100 = 2 136119 € B:EXITS1 \ COORDINATE WITH TENANT FOR ACCENT WALL LOCATIONS. (At B:EXITS 1 110 ' XXXXX 269.6B4BX1 148.26 S.F. 101.44 S.F. iE;i -----_°' - 269.64 ..F. 12 -2/4 a, 1€�, \ � / All Existing Walls) // // *1'1414 •FFICE €, ��€ rt- /100 ; H. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS XXXX /100 = 2111 / ' ..��v l• (2)d `rB:EXITS 1 ,••• ROOMDO NOT FURNISH SILENCERS FOR DOORS WITH B:EXITS 1XXXXX _ - ...� .1 .»"../ 148.8S.F. ® 126i�' a6115K WEATHERSTRIPPINGORGASKETING.11) /100 = 2I �• \� 64BXX 7,0:AIGISC° E / B:EXITS 1 0,,,„..._ 3 OFFICE •FFICE •FFICE •FFICE OFFIC, �� - CONFERENCE 2/7152.2.8 S FB468X I. PROVIDE OUTSIDE AIR PER OCCUPANT PER MECHANICAL CODE. / OFFICE •, 121 j 123 124 125 126 19 �' 41.71 S.F. (BY SEPARATE PERMIT). B4BXX122 XXXXX XXXXX B4BXX y `` B46XX = B46XX ;441°111Al...%111054__...."�= COFFEE/BREAK // B4BXX .�t 253.83 S.F. 145.93 S.F. 144.89 S.F. 145.07 S.F. �a� 160.06 S.F. liAii‘ 204.44S.F. XITS 1 127 /300 = 1 0. VERIFY POWER AND DATA REQUIREMENTS WITH OWNER ANDRevisions: / 155.1S. x;;; /100 = 3 /100 = 2 /100 = 2 /100 = 2 _ /100 =� 2 /15 = 14 1 D4BXX B:EXITS 1 TENANT. /100 = 2 B:EXITS 1 B:EXITS 1 B:EXITS 1 B:EXITS 1 B:EXITS 1 B:EXITS 1 / 1 229.56 S.F. P. PROTECT CARPET TILE DURING CONSTRUCTION. B: XITSI 1 "-"-"-"---"-'-" :;: ea Q./15 = 16 Q. REUSE DOORS, RECITE AND FRAMES IN GOOD CONDITION / 1 COMMON PATH OF TRAVEL DIST = , E� O % f/ B:EXITS 1 42'-4" _ R. REPLACE EXISTING DUPLEX OUTLETS WITH QUAD OUTLETS, OR e .h �`CO PROVIDE ADDITIONAL DUPLEX OUTLET ADJACENT TO EXISTING O TYP. 0 MI © �' 1-11-1"5---11-1OUTLET IN EXISTING OFFICES. 11 1 S. COORDINATE WITH TENANT AND OWNER FOR PHASING; I 7'-0" WORK Q 1 S.A. PHASE 1 TO START APPROXIMATELY OCT 1 TO INCLUDE ® 113 B4BXX WORK AT WAITING ROOM 114, MOTHERS ROOM 116, BREAK le -3 107.95XIT S.F. ROOM 112, COFFEE/BREAK 127, STORAGE ROOM 138, LEGAL DE ARTMENT SALES DEPARTMENT /EXITS2 TRAINING ROOM 128 AND INSTALL WALL SEPARATING LEGAL 01 FROM SALES 1 I S.B. PHASE 2 TO START APPROXIMATELY OCTOBER 31 TO I 1 INCLUDE WORK AT SALES DEPARTMENT ROOMS 113, 117, 118, 120, 121, 123, 124, 125, 126, 134. S.C. PHASE 3 TO START APPROXIMATELY JAN 3 TO INCLUDE WORK AT LEGAL AND AT MAIL 137 TO BE CONCLUDED MILDREN DESIGN GROUP, P.C., 2016, ALL RIGHTS RESERVED© / \ APPROXIMATELY FEB 15. THESE DRAWINGS ARE THE PROPERTY OF T. TENANT TO CONTRACT WITH ELECTRICAL FOR POWERING OF MILDREN DESIGN GROUP, P.C., AND ARE I 1 MANNER, EXC PT WITH THE PRIOR WRITTEN / NOT TO BE USED OR REPRODUCED IN ANY WORK STATIONS PERMISSION OF MILDREN DESIGN GROUP, P.C. 0 U. COORDINATE DECOMMISSIONING OF ANY MAGNETIC LOCKING DOORS TO ALLOW ACCESS THROUGH DOOR SO THAT DOOR IS Date: 13 September 2016 NOT IN A FAIL SECURE CONDITION Drawn by: Checked by: 2.6 ® O WEM , Alt Floor Plan Job Number: 116113 Sheet nr 0 4 8 16 Permit Submittal - September 2016 Al Keynotes O- 1. SOFFIT TO MATCH EXISTING 2. REDISTRIBUTE HVAC AT MODIFIED ROOMS AND BALANCE hist 's`- HVAC MILDREN DESIGN GROUP, P.C. 3. REDISTRIBUTE LIGHTING AT MODIFIED ROOMS 4. EXTEND CORRIDOR FINISHES INTO RECESS AND PROVIDE ARCHITECTURE SPACE PLANNING SOFFIT / MODIFY CORRIDOR SOFFIT TO MATCH EXISTING 7650 S.W. Beveland, Suite 120 5. PROVIDE JBOX ABOVE FOR TENANT PROVIDED POWER POLE Tigard, Oregon 97223-8692 6. REMOVE AND/OR RELOCATE LIGHT FIXTURE Voice: 503-244-0552 7. LIGHTS TO BE ADDED SWITCHED SIMILAR TO EXISTING Fax: 503-244-0417 TRAINING ROOM 8. RELOCATE POWER AT RELOCATED PROJECTOR - COORDINATE LOCATION WITH TENANT 9. NEW OR RELOCATED LIGHT FIXTURE 10. INFILL CEILING GRID TO MATCH EXISTING AT REMOVED WALL LOCATION N \ 11. REMOVE AND REPLACE CEILING GRID TO MATCH EXISTING \ \ 2P' \ \ 0 \ co \ \ e \ , • -3.0 \ \ \ , . 4091) ARC 305. / W L 11 E O CI // \ / • co o I I 1 \ \ / 9 OF 0O / \ C,J/ is i 4 .: 4, , / o> � _________________ / •^. � ; ., �/ \/ \ � ; , ,,,.,_,,,,,,,,,,,,,, ,,... /.. / � / . `' •\I •� p ` , .,..,...,„ 4 ,, 0* *A ot 0 As .... AO** A Th----- I„a____,.......,_",, iiiiiiiiiilliS..r Atta,‘ A 00,10, go ,,,. fi orb oat,”i tit I c Sja: , /� ,� ll It■ 11:::■11!IL�I►_11111 ♦♦� ♦ ...�� �►�♦ �•:••.•••�•♦ Owner: �� ��. ... ... ♦� ♦ .,.'.•,, ♦♦ ♦♦ Pacific / / � �.•'•: ♦/��� ii�■■■■1:::11111111111 )tt i .. :�#♦♦♦ •...:.: •��♦ � _'' - Q �' •,.�''♦/�:,• '**----- - _-_____sijot_ ::► '■:■■ ■■_ ■_■_ /s ♦°;'_'.°••'' 1_ ►�,;♦♦ ..'••• ♦ ••,�� NW Properties / '/.�••i:••� est 1/I' i ��� :: :::■■�//�■■■■■■■�� - ��.-�\ ♦ Vi ••'•• As: . ,. _.______7 / �� ♦/�� �r no■ 1Xdi'■11111111111111.1 _ ,�,;_ :::. �►• =a..'a♦♦� ♦ ♦� mto 1''�••' 8, els .i••• 'lai ■■■■11■_II—■111■■■■■111.■... , ♦ asto• •p,.•• .•.:•.•::♦ 6600 SW 105th Avenue / �/ mit ''♦/ •'q'�a• ' /_ ::: ::: ::: ::: ::: ' � ► ��.'�'�\♦♦? �,•p,!,,%�••� Beaverton, Oregon 97008 � ir��1 ��� III ■� ...111�•1�•1111■_1■■.11 ► ►�� �_ •!o♦♦�,� � \ /3/4:- /tart• ' y�••••1 ,'■ ■■■ ■■ ■■ ■■■ ■■■ 1 1 1 ..'•ice• �♦ �'te ----..„. . / ,,� �♦r� :"...% ���■■■■__—■ rall1111111111111 ►♦♦`-,�� ♦�\ 'a�� , �'i al'••••�••••' ft ♦/.'I/41' ire:'••'./.`II■ 11/411 ::: , ::: ::: :::■ ' �-L si is ilieltilinEliiiii W-S-4*- 7 ': ' ' �'� . .••9 `;•♦♦IttirArr \,, Pro ect: ft al �� �,% � �� '� ■■ ■■.1111.1...1...1..., 11 1 • : �� ttt � �\♦ •'��o • Jm / ♦���♦ .�►�i�� ' •;.• •� '� /ll�■::■■■■ .. ■.. ... ... .../ , _ rali1i1g ' prot \♦.•..•.. ♦� American .. . .. .. inAT ®♦ ��...p. I ♦ 41II ■ — = WHERE TOP OF WALL TO STRUCTURE (1) 20 GA. 3%" NOMINAL METAL STUD BRACING TO STRUCTURE 8" ABOVE IS LESS THAN 5'-9" PROVIDE (1) BRACE AT 8'-0" 0/C TO ONE WITH (2) #8 SHEET METAL FLOOR OR ROOF STRUCTURE • -4 " CLR TYPICAL HANGER WIRE #72 SCREWS AT EACH END; PROVIDE AT 4' 0/C OR #10 AT 5' SIDE ONLY, STAGGER SIDES. WHERE TIE ENDS OF MEMBERS TO / "� 0/C WITH MIN. 3 TIGHT71elsissiejasse."- DISTANCE DOUBLE STUD BRACE WHEN MULLION ( )IS GREATER THAN 5'-9", PREVENT SPREADING TURNS WITHIN 3" MILDREN DESIGN GROUP, P.C. DISTANCE TO STRUCTURE ABOVE PROVIDE BRACES EACH DIRECTION AT ±/ ADDITIONAL HANGERS AT ALL E -L IS GREATER THAN 5'-9". BRACING ARCHITECTURE • SPACE PLANNING tr TO BE PROVIDED WHERE DISTANCE 7 � 6 8 9 MEMBERS WITHIN 8" OF 45° A�s A3 A3 PERIMETER I ^ SUSPENDED CEILING - SEE 7650 S.W. Beveland, Suite 120 BETWEEN PERPENDICULAR VERTICAL BRACING AT 12'-0" ' k REFLECTED CEILING PLAN Tigard, Oregon 97223 8692 INTERSECTING WALLS OR / SEALANT TAPE 0/C EACH WAY - SEE TABLE Voice: 503 244-0552 HORIZONTAL BRACING BETWEEN Fax: 503-244-0417 BELOW I / PROVIDE COUNTER SLOPE RUNNER FREE TO SLIDE ON Pa WALLS EXCEEDS 8'-O" (DO NOT 14 ` � HANGERS IF HANGER IS MORE 2" MIN. �� r CEILING SYSTEM'S ATTACHMENT CLIP _ _ EXTEND BRACING INTO EXPOSED _I 1 THAN 1:6 OUT OF PLUMB �lu_ .�'` STRUCTURE AREAS) SECURE ALL HANGERS TR L IY2" x IY2" x 16 GA x r# i BUILDING STRUCTURE. TRAPEZE CEILING SYSTEM ANGLE MOLDING 3" WITH 4 8 SCREWS DUCT WORK AND OTHER LARGE FREE EDGE O # SUSPENDED CEILING ALUMINUM BRAKE SHAPE ) �EACH SIDE - 24" O/C STUD-CHART: - , TO MATCH EXISTING SYSTEM 6 ACASING BEAD USG 200-A • 362 S 125-18 TO 9'-3" S1 \ 8r' ATTACH STUD TRACK • 8" MAX. 362 S 137-33 TO 17'-6" 6 -0" MAX MAINTAIN CLEARANCE BETWEEN1 TO BRACING THROUGH la_ I } TYPICAL HANGER WIRE #12 • 400 S 162-33 TO 19 -10 GRID AND ALL EQUIPMENT OVERSIZED HOLE IN �� �'®i %" GYPSUM BOARD EACH SIDE ` AT 4' 0/C OR #10 AT 5' rn `�— SECURE TO STUDS WITH TYPE 'S' • 600 S 162-33 TO 25'-1" INTERIOR OFFICE WALL ® 1 GRID fel/ � ��_I SCREWS AT 5" - 7" 0/C NOTES: HEAVY-DUTY MAIN RUNNERS 0/C WITH MIN. (3) TIGHT -- 5 AT 4' 0/C SUPPORT WITH TURNS WITHIN 3" • SEE A/E FOR ALTERNATE SIZES111, A3 #12 WIRE AT 4' 0/C OR WITH STUD PER 2/A3 • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, I/120 #10 WIRE AT 5' ON CENTER iDEFLECTION, NON-COMPOSITE, FULLY BRACED CONDITION. SEE EACH WAY ��LATERAL BRACING AT 12' 0/C SUSPENDED CEILING - SEE DETAILS FOR FULLY BRACED k4" RUBBER BASE • VALUES BASED ON AISI S100-07 WITH SUPPLEMENT S2-10 AS ft ± EACH WAY. MAIN BEGINRUNNENG0 REFLECTED CEILING PLAN �� �,�jd •® REFERENCED BY 2014 IBC MEMBER LMAX SHAPE �1�`" At) TYPICAL q WITHIN 6' OF PERIMETER AND ®�� • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD COMPANY �� 3"0 EMT 5'-10" 0 2" MIN. S 11,1111114 POWER ACTUATED FASTENERS: OR APPROVED EQUAL 0 EMT 2" FROM CROSS MEMBER7'-8 ° INDUSTRY STANDARD POP RIVET305e I •0.145"0 x " MIN. EMBED AT 1"4 EMT 9'-9" o NOTE: MAIN AND CROSS OR CEILING SYSTEM pW L •� E r R. 350 3125-3362 10'-0 C MEMBERS CAN ONLY BE ATTACHMENT CLIP IN FIXED ( ti • �_���� 12" 0/C WALL TO 22' O" • 350 S162-33 (2) 10'-O" C CONNECTED TO WALL POSITION • �n •L, r `s •0.145"0 x i" MIN. EMBED AT 350 S162-33 (2) 13'-4" I ANGLES AT TWO (2) 6" 0/C, WALL TALLER THAN 350 S162-33 21'-0" fl ADJACENT WALLS ATTACHED EDGE 9 �Q r1 Wall to Suspended Ceiling 22'-Q 12 Stud Height Chart 3 Wall at Mullion ç71)SusPended Ceiling Section Ceiling Section at Edge �F A3 3 =1 -0A33 ALL CONNECTION DEVICES TO BE OF AN APPROVED �A3 3"=1'-0" 1 a 1 d r8 \ Stud Height Chart 1 i 1 a Suspended Ceiling Section without seismic pmt—rt TYPE AND HAVE A 100# RATED CAPABILITY. Cejing Section at Edge 12" MAX 1' 20 GAUGE MIN I WIRE INSIDE, WHERE OCCURS (MAY BE OFFSET 2" OUTSIDE OF ff VERTICAL BRACE ALSO) 4111111111 ' 12" MAX I 12" MAX IIEMT OR STUD PER TABLE • 20 GAUGE MIN 20 GAUGE MIN • A I I \ L 2x2x18 GAUGE x 14" WITH (4) #10 SMS. (2) 411111111111i 411111111111i AT EACH LOW FLUTE NOTCH END OF STUD Owner: OR EMT (FLATTEN AT EMT) (2) #10 SMS N N 1 fl ~� Pacific L 2x2x18 GAUGE x 14" L 2x2x18 GAUGE x 14" WITH (4) #10 SMS. WITH (4) #10 SMS. �__ • NW Properties AT 3/4" 0/C. (3) AT (3) TIGHT TURNS MIN • EACH LOW FLUTE !11NOTCH EMT FLATTEN Li EMT AND FASTEN TO MAIN RUNNER (HEAVY DUTY) ANGLE WITH (2) #10 12 GAUGE AT 4' 0/C 12 GAUGE SEISMIC WIRES TYPICAL / SMS OR 10 GAUGE AT 5' 0/C SECTION 6600 SW 105th Avenue Beaverton, Oregon 97008 s EMT Brace at Metal Decking (7 EMT or Single Stud at Main Runner re-Seismic Splay Wires at Metal Decking 1I Hanger Wire at Metal Decking A3y3"=1'-0" A3 3„=1'-19” A3} 3"=1'-0" A32 3"=1'-0„ EMT Brace at Metal Decking EMT w Single Stud to Main Runner Seismic $play Nke at Metal Decking Hanger WSm at Metal Detling Project: American Family Insurance Modifications 11850 SW 67th Ave. Tigard, Oregon 97223 - Sheet Title: , Details Revisions: MILDREN DESIGN GROUP, P.C., 2016, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 13 September 2016 Drawn by: Checked by: JCM/CLT WEM Job Number: 116113 • Sheet Permit Submittal - September 2016 A3