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Plans (10) BUP2O16 - 00190 l 0 Lii21,i_, lrIlSkIll ic:iniiii S0rjlMILDREN DESIGN GROL.IP, P.0 s ARCHTTEC'TURE ■ SPACE PLANN1Ni 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 (503) 244-0552 , Z -70 c, rik Tãoaro ci Orcoon RECEIVED JUN 2 2016 CITY OF ARD Code Analysis Sheet Index BUILDING DIVISION y BASED ON THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH AO COVER SHEET AND SITE PLAN 2014 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS Al FLOOR PLAN AND DETAILS AREA OF WORK OCCUPANCY AND CONSTRUCTION PER OSSC 304 AND 311 OCCUPANCY: B/F/S CONSTRUCTION TYPE: V-B General Notes CP A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS tI" , , _ FIRE-RESISTANCE RATING NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START G' ��' ' REQUIREMENTS: PER OSSC TABLE 601 AND 602 OF WORK. W � 305. 1 � STRUCTURAL FRAME: 0 HRS, .'. i ���' • r ' B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. =q' - A� L�1_.-__.r'� EXTERIOR BEARING WALLS: 0 HRS, -m� 71 --ii EXTERIOR NON-BEARING WALLS: Q HRS. C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF -1-i ,:+1..i, .. - �Lqi INTERIOR NON-BEARING WALLS: 0 HRS. NOT LESS THAN 2-A: 10B FOR EACH 3,000 SQ.FT. OF FLOOR 0 ARNG NOT TO 14 OF 1 i0 0 •• FLOOR CONSTRUCTION: 0 HRS. EA TRAVEL FROM ANY PORTION OF BUILD 1 ,. .� -� -� ROOF CONSTRUCTION: 0 HRS. EXCEED 75'. II : i D. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2 r4 u ■ + STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING Client: B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT A e EXCEED 100'-O" PER OSSC SECTION 1014.3 (LESS THAN IS OCCUPIED Lt" Fr'L-fesVii _ 30 OCCPUANTS) E. LEVEL 4 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, {2) `^ t"EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED , ,,,-1--,TE,,-- COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO 5 200'-Q" PER OSSC SECTION 1016.2 BE PER ASTM C840. (ALL NEW WALLS) F OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 75'-0" PER OSSC SECTION 1014.3 (LESS THAN F. PATCH AND REPAIR ALL MODIFIED WALL SURFACES TO LEVEL 4 30 OCCUPANTS) FINISH; LEVEL 4 FINISH WALLS TO RECEIVE (1) COAT PRIMER, EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED (2) COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH 200'-0" PER OSSC SECTION 1016.2 TO BE PER ASTM C840. Ali Key Plan S OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 75'-0" PER OSSC SECTION 1014.3 (LESS THAN G. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS; One SW Columbia-Suite 950 my No Scale 30 OCCUPANTS) AND FOUR SILENCERS FOR SINGLE ACTING PAIRS OF SWINGING Portland, Oregon 97258 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED DOORS. DO NOT FURNISH SILENCERS FOR DOORS WITH 200'-O" PER OSSC SECTION 1016.2 WEATHERSTRIPPING OR GASKETING. EGRESS ILLUMINATION: PER OSSC SECTION 1006 H. WOOD STUDS AT CONTRACTOR'S OPTION. MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL I. PROVIDE OUTSIDE AIR PER OCCUPANT PER MECHANICAL CODE. Project: BE ILLUMINATED AT ALL TIMES THE BUILDING IS TI for OCCUPIED. PROVIDE MINIMUM 1 FC ILLUMINATION AT (BY SEPARATE PERMIT). THE FLOOR LEVEL. J. VERIFY POWER AND DATA OUTLET LOCATIONS AND REQUIREMENTS WITH TENANT AND LANDLORD. FastSigns EMERGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN K. RELOCATE LIGHTS AS REQUIRED FOR NEW WALL PLACEMENT. i. EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE PORTION OF THE EXTERIOR EXIT DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR 441 MORE EXITS WITH THE EXIT ILLUMINATION Deferred Submittals SUPPLEMENTED WITH AN EMERGENCY POWER SUPPLY CAPABLE OF PROVIDING POWER FOR A DURATION OF 12176 SW Garden Place Lia\sIdg NOT LESS THAN 90 MINUTES PER OSSC SECTION DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE Tigard, Oregon 1006 3 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN g g RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD PLUMBING FIXTURES THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING 10 ..*‘.,,,Os OCCUPANT LOAD PER OSSC TABLE 2902.1 THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWEDANDBEEN FOUND TO BEIN GENERAL CONFORMANCE TOSheet Title: B OCCUPANCY: TOTA SF/100THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS I� TOTALOCCUPANTS: '!2 PERSONSSHALLNOTBEINSTALLEDUNTILTHEDESIGN ANDSUBMITTALCover Sheet �'- 6 MALE, 6 FEMALE DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. i: 1-25 OCCUPANTS FOR THE FIRST 50 ode �i . � 1 F OCCUPANCY: 1,648 SF/200 NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT and � �\� ,; COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING 143. el%� , ,� TOTAL OCCUPANTS: 8 PERSONS 3�i 1: 100 1. MECHANICAL DESIGN 2. ELECTRICAL DESIGN Site Plan S OCCUPANCY. 1,203 SF 3. LOW VOLTAGE �i OF paTrEnG TOTAL OCCUPANTS: 2 PERSONS 4. EGRESS ILLUMINATION - 1 MALE, 1 FEMALE 5. PLUMBING REQEWED EOMID R CODE COMP�.1�►NCE dt s, APP i __11---.2.-------` . 1: 100 OTCs Ill- cloS1_c -4- 4(it-g _ .n°` � ` y 7 REQUIRED PROVIDED `-',,f• -,- „, ` �p f,^ )_ Ac,U Pertdt lh }V,`^-1 [lL'OO i aO 1 'R.- -1\�` 1'� • ►nn Fah .d Add-essS (�(-7&, ,t67-4: �J fn V- LAVATORIES i. � ',raft Sr>es �' � r' 0 Si‘ � 0' ”` °. . Sint :■ . / MALE 1 2 d . Al I 9i.��;. Cusrix Nh lesatf■x ' 01.0.14.°1 10(,', FEMALE 1 2 r f - . By: ARM Date: LULL. W, harden Placelit ,'� WATER CLOSETS -4):-- 0..,_.,,�" ! ' ' �- -_ ' -'11.....1--------7-7 -,,- .........---N s '"' MALE 1 1 ,r ° `' 1 r h" uiiI 43 rjb•,iii )ks�TE LooATiow � - .��� � � ��`: . _ ,•:.f: ©F�Ic� co�� • 1 )IN\i ,. URINALS MALE 0 1 "" " 1 . ,,," ■ , , tkia//‘ t X. SINKS 0 1 ` r �� r..4 ng 1 144 or 'r , yL w 6[ - B 7 �_ , x T N PL- .. ilott //rte( /�,. . kAt, 411 oe ,� .�. -f,_a ; 14. . ,p .�- -.41%4 - i .I„, - 4 wi du A MILDREN DESIGN GROUP, P.C., 2016, ALL N # � 0 -- , , , * ,4 RIGHTS RESERVED 0 m Keynotes : ~ 5/ _ THESE DRAWINGS ARE THE PROPERTY OF "` Pond i 4 - ' r • - ', .tf/,; MILDREN DESIGN GROUP, P.C., AND ARE M a,f r' Xi NaBE USED OR REPRODUCED viRIN ANY i — — 1. EXISTING ACCESSIBLE PARKING STALL, ACCESS AISLE, CURB . it ' , -4; _ �.,i, .. ' PERMISSION OF MILDREN DESIGN GROUP,IP.C. i ,.?, Date: 2 June 2016 RAMP AND SIGNAGE-------------_ _ _ ______\ - :; ;: ,�.� °,, 3 r,„, • Drawn by: Checked by: U., a p ,a= Alt Site Plan ., . Job Number: 116052 Mr No Scale Ark, Vicinity Map Sheet mir No Scale Permit Submittal - June 2016 AO Keynotes 0 1. OPEN TO STRUCTURE -hlamegiMilliMilill 2. CENTER WALL ON MULLION (;) C lb / EXISTING ROOF STRUCTURE 3. FACE OF WALL FLUSH WITH EXISTING MiLDRE1J DESIGN GROUP, PC f� SOUND ATTENUATION BATT 4. FACE OF WALL FLUSH WITH FACE OF MULLION ARCHITECTURE • SPACE PLANNIN( r / THICKNESS TO MATCH STUD 5. ALIGN NEW WALL WITH EXISTING DEPTH 6. CENTER WALL ON COLUMN LINE 7650 S.W. Beveland, Suite 120 40'-0" 7. CASEWORK WITH ACCESSIBLE TRANSACTION SECTION BY Tigard, Oregon 97223-8692 2x BLOCKING TENANT (503) 244-05520 4 ..., IiiLALW Ir 2" DEEP, 18 GA TOP TRACK. 8 5/A1ALL VERTICAL GRAB BARS PER CODE - SEE DETAIL DO NOT SCREW GYPSUM - \\\ BOARD TO TRACK r.> G t,--r: _ N N pay. 1., 6'-g$" O va r - /,,, Ac___ IL , ,......._,_,____ , � �N � OFFICE � I— I SHOWR 0M 1 �2 I 101 A4 A X AX Q 1 A4 A/I AX - 92 02 S.F. f/ Finish Schedule - �N 1541.94 S.F. /1 �i0 = 0.92 ,3 %" GYPSUM BOARD 24" 0/C STUD CHART: /54101.09 100 = 5.42 i 102 N N B: XITS 1 362 S 125-18 TO 9'-3" B:EXIT 1 +ur AlAi� AT EACH SIDE ROOM NAME + 362 S 137-33 TO 17'-6" Floor Finish A4BB9 I:N W OF ICE i �� • 400 S 162-33 TO 19'-10" EC-03 N 103 A. EXPOSED CONCRETE T i - A4 A X AX �� • 600 S 162--33 TO 25 �-1 — 0 r 81 33 S.F. X. EXISTING TO REMAIN _u __ NOTE: SEE STUD CHART FOR NOTES: +u `r' l /100 0.81 METAL STUD SIZE AND SPACING • SEE A/E FOR ALTERNATE SIZES N B. XITS 1 • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, 1/12O Base 1�tp). 0 ,_,-------. I ill DETAIL 2fA1OD tiDEFLECTION, NON-COMPOSITE, FULLY BRACED CONDITION. SEE 0 NO BASE , All'ilir ��41 1 DETAILS FOR FULLY BRACED - 'm� �y CONFERENCE ir / • VALUES BASED ON AISI S100-07 WITH SUPPLEMENT S2-10 AS 4" RUBBER BASE 305 ® l04 REFERENCED BY 2014 IBC EXISTING TO REMAIN l A4 A X AX re w L . E �� R � > ' mPo o� • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD COMPANY t i> -- I �� 96 S.F. •. I 1 WOMEN as /96i5 = 6.4 POWER-ACTUATED FASTENERS: OR APPROVED EQUAL .11..1, e . J E --� $r/ -r r F � f � RUBBER BASE u xxxxx / '` E3I B:EXITS 1 •0.145"0 x i" M r.VI 10433 SF. ` 12 -0• :1 :-0 ED AT A. GYPSUM BOARD AND PAINT OF 1' EXEMPT AAIUN i A4 A X AX 6" 0/C, WALL TALLER THAN X. EXISTING TO REMAIN MEN - _ Ank0 130.07 S.F. 22'-0" I. _ = ; - 810XOITS .3 1 Full Height Wall 2 Stud Height Chart Client: xxxxx ! 6FE 104.33 S.F. I N Al 3 1 r-O" Ceiling Finish EXEMPT le2d-r9 Al S,ud Hed�,t Chest A. EXPOSED ROOF STRUCTURE GLP o0 �� i X. EXISTING TO REMAIN 1 OUTSIDE SALES � EXISTING MULLION 'coA4 A X AX Ceiling Height A � � 105 N _______i BREAK RM.I 107 I 134.78 S.F. /100 = 1.35 J SEALANT TAPE X. EXISTING TO REMAIN ' 7 . I 104.33 S.F. NI► /15 = 6.96r Z One SW Columbia-Suite 950 @4N1 I gND B:EXITS 1 ND Portland, Oregon 97258 I PRODUCTION NO* /. (; 108 / I EXISTING PLASTIC B4BB9 � ALUMINUM BRAKE SHAPE LAMINATE WAINSCOT AT ;-,4„ 1 1500.16 S.F. -10 TO MATCH EXISTING SYSTEM THESE TWO WALLS ONLY /200 = 7.5 N Room Symbol Legend Project: SND ND B:EXITS 1 VERTICAL GRAB BAR 'n I 1 INTERIOR OFFICE WALL Ti Or ROOM NAME , 0 t,t4 .....--40 OFFICE ROOM NUMBER FastS 1 ns ROOM AREA/LOAD 101 — 3 Wall at Mullion FACTOR NB4X/ 00 ROOM FINISH 1 3-4� xxx/100:2 NUMBER of 3rr=1,-Q" All Al B:2 E ITS OCCUPANTS lila EXISTING STOREFRONT DOOR 12'-0" Ne© NUMBER OF — 0 f _ OCCUPANCY GROUP PER\ '- EXITS PROVIDED EXISTING MULLION IBC TABLE 1004.1.2/NUMBER 12176 SW Garden Place N D C� • Tigard, Oregon FALSE MULLION TO ,--i N N v MATCH EXISTING SYSTEM ' - I 11 6— , ,E, _I FINISHING SEALANT TAPE Sheet Title: .=�� 110 (� � Air � AXAAX ,t �___ Floor Plan 148.15 S.F. �, L __. /200 = 0.7411): \ 7 B:EXITS 1 EXISTING ACCESSIBLE TOILET Legend and Details N � N 1I I EXISTING TOILET TISSUE --- SHIPPING/RECEIVING - DISPENSER ;; N NEW QUADPLEX 110 VOLT OUTLET ''` N N 109 ""`� I ; ALUMINUM BRAKE SHAPE EXISTING GRAB BARS �N AO A/)X AX I 11W- : TO MATCH EXISTING SYSTEM 12 02.9 S.F. � �-N NEW DUPLEX 110 VOLT OUTLET /100 = 12.03 B:EXITS 1 —allrIII INTERIOR OFFICE WALL fN NEW DUPLEX 210 VOLT OUTLET I '6 0 4 Wall at Storefront with False Mullion 5 Toilet Room Elevation iiiNQ NEW QUADPLEX 210 VOLT OUTLET Al 3"=1'-0" Al %"=1'-O" @ND NEW DUPLEX 110 VOLT POWER DROP TO 12'-0" AFF Revisions: Iia Toilet Room Elevation 1 -- floor mounted W.0 and wall mount lav existing add vertical 0 J-BOX CONNECTION TO WALL MOUNTED LIGHT BOX PROVIDED BY TENANT, INSTALLED BY CONTRACTOR V N 41) Li 7:1_12, 19)-11 Door Schedule Door Types I N DATA OUTLET WITH PULL STRING TO ABOVE CEILING NOMINAL SIZE DOOR FRAME MARK GLAZING HRDW. REMARKS 6" 6" WIDTH HEIGHT THICK Type MAT'L FINISH MAT'L FINISH o2'-0° z'-9" 102 3'-0" 7'--O" 1 3/4" A SC ST MTL FF -- 1 - -- 103 3'-0" T-0" 1 3/4" A SC ST MTL FF -- 1 -- 104 3'-0" 7'-0" 1 3/4" A SC ST MTL - FF -- 2 -- 108 - 7'-6" -- 7'-0'T -1 3/4'� B SC ST MTL FF -- - 3 -- 110 3'-O" 7'-0" 1 3/4" A SC ST , MTL FF ------ 4 -- 1 1 LEGEND P FF FACTORY FINISHIli I RIGHTS RESERVED p :,, Alt Proposed Floor Plan MILDREN DESIGN GROUP, P.C., 2016, ALL 11r 11111 MTL METAL THESE DRAWINGS ARE THE PROPERTY OF SC SOLID COREkit" MILDREN DESIGN GROUP,my P.C., ANO ARE ST STAIN MANNER, EXCEPT WITH THEPRIORWRITTEN 1 Q 2 4 l6 PERMISSION OF MILDREN DESIGN GROUP, P.C. Tempered relite typ. Date: 2 June 2016 Door Types Drawn by: Checked by: 4 'i A B BK GROUP 1 GROUP 2 GROUP 3 GROUP 4 1Yz PAIR BUTTS 1Y2 PAIR BUTTS 4 PAIR BUTTS 1Yz PAIR BUTTS Job Number: 116052 LOCKSET LATCHSET LATCHSET LOCKSET Sheet STOP STOP ASTRAGAL CLOSER CLOSER GASKET COORDINATOR STOP GASKET STOPPermit Submittal - June 2016 A 1