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Plans (14) BU P2017 - 00009 Code AnalysisP.C.P, Deferred Submittals Keynotes 0,-------_,, MILDREN DESIGN GROU ARCHITECTURE • SPACE PLANNING 2014 OREGON STRUCTURAL AND SPECIALTY CODE DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE 7650 S.W. Bevelarid, Suite 120 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN 1. EXISTING ACCESSIBLE PARKING, SIGNAGE AND RAMP OCCUPANCY AND CONSTRUCTION PER OSSC 304, 311 AND 602.2 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD Tigard, Oregon 97223-8692 ASSUMED OCCUPANCY: B AND Si THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING (503) 244-0552 CONSTRUCTION TYPE: I118 THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO NON-SEPARATED USE BETWEEN: B/F1/S2 OCCUPANCIES, PER OSSC SECTION 508.3 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. RECEIVED FIRE-RESISTANCE RATING REQUIREMENTS PER OSSC TABLE 601 AND 602 NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT JAN 19 2017 STRUCTURAL FRAME: 0 HRS. COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING EXTERIOR BEARING WALLS: 2 HRS. 1. ELECTRICAL CITY OF TIGARD EXTERIOR NON-BEARING WALLS: 0 HRS. 2. MECHANICAL BUILDING DIVISION INTERIOR NON-BEARING WALLS: 0 HRS. 3. LOW VOLTAGE FLOOR CONSTRUCTION: 0 HRS. 4. SPRINKLERS FIRE PROTECTION BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE PROTECTION SYSTEM THROUGHOUT IN ACCORDANCE WITH OSSC 903.3.1.1 EXIT TRAVEL DISTANCE B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-O" PER OSSC TABLE 1014.3 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED �1�` 300'-0" PER OSSC TABLE 1016.2 CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE ��� f� F1 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES Approved: li�� 305• OTC: I clo�d3Igl �� wt ,I E �, R. NOT EXCEED 100'-0" PER OSSC TABLE 1014.3 Room Symbol Legend /} ti M EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED Permit#: f /7-DOOd '4I'.'I, + t 250'-0" PER OSSC TABLE 1016.2 ROOM NAME . : '� Address, �. [_ �ta+z1L Si OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES ROOM AREA LOAD OFFICE ROOM NUMBER Suite#' Date: I �� ( �� OF p� / � . r1. NOT EXCEED 100'-0" PER OSSC TABLE 1014.3 B4BB9-�-�ROOM FINISH y' �,1i FACTOR EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED XXX/100:2��NUMBER OF a 250'-0" PER OSSC TABLE 1016.2 B. 2 E ITS OCCUPANTS Client: OCCUPANCY GROUP PER `�\ NUMBER OF OFFICE COPY GLP LIGHTING PER OSSC SECTION 1006.3.1 IBC TABLE 1004.1.2/NUMBER EXITS PROVIDED GLP EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FC (1 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FC (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FC (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FC (.6 LUX) AT THE END OF THE EMERGENCY LIGHTING One SW Columbia-Suite 950 TIME DURATION. A MAXIMUM-TO-MINIMUM General Notes ILLUMINATION UNIFORMITY RATION OF 40 TO 1 SHALL Portland, Oregon 97258 NOT BE EXCEEDED. A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START Project: OF WORK. B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. Remodel C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF SW Tech Center Drive NOT LESS THAN 2-A: 10B FOR EACH 3,000 SQ.FT. OF FLOOR for Specialty AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO _ _ - - - - EXCEED 75'. WHERE PROVIDED IN CIRCULATION PATH, FIRE Heating 1 Ii` i I I I I I id EXTINGUISHERS SHALL BE PROVIDED IN SEMI-RECESSED r CABINET. CABINET SHALL NOT PROJECT FROM WALL MORE & Cooling Finish Schedule ".# �� i THAN 4". v D. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN 7500 SW Tech Ctr. Dr. #130 ROOM NAME . - ACCORDANCE WITH N.F.P.A. PAMPHLET #13. (BY SEPARATE Portland, Oregon Floor Finish A4BB9 PERMIT). A. CARPET, MATCH EXISTING / X. EXISTING TO REMAIN E. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2 1 STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING Sheet Title: Base `♦ i IS OCCUPIED". 4. 4" RUBBER BASE, MATCH EXISTING ` `` Building A F. LEVEL 4 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, (2) Cover Sheet X. EXISTING TO REMAIN t COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO 0• 4 BE PER ASTM C840. ALL NEW WALLS. Wall Finish3 F G. PATCH AND REPAIR ALL MODIFIED WALL SURFACES TO LEVEL 4 A. GYPSUM BOARD AND PAINT ` ��� � FINISH; LEVEL 4 FINISH WALLS TO RECEIVE (1) COAT PRIMER, X. EXISTING TO REMAIN BuildingB `� 1 Jody!" (2) COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH ``` `ii TO BE PER ASTM C840. ALL WALLS 1N OFFICE AREA. CeilingFinish IPIlP H. LEVEL 2 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, (1) • tilr 11MM COAT ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO BE A. SUSPENDED ACOUSTICAL - TEE BAR 1PER ASTM C840. WAREHOUSE SIDE OF ALL NEW WALLS. B. GYPSUM BOARD AND PAINT X. EXISTING TO REMAIN O I. SUSPENDED CEILING TO CONFORM TO OSSC RULING FOR 2010 ` / ` Ai OSSC SECTION 1613.1, DATED JULY 1, 2010. Revisions: Ceiling height „�' ► J. PROVIDE VAPOR BARRIER AT WARM SIDE OF INSULATION 9. 9'-0.. 44. �*fr}�I „ K. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS; M. MATCH EXISTING 011 �y %.410���,1 .b.�'� DO NOT FURNISH SILENCERS FOR DOORS WITH REMAIN relmedLicii'a. A WEATHERSTRIPPING OR GASKETING. X. EXISTING TO �� L. PROVIDE OUTSIDE AIR PER OCCUPANT PER MECHANICAL CODE. (BY SEPARATE PERMIT). 0. CONTRACTOR TO PROVIDE ENGINEERING FOR ANY NEW ROOF - TOP UNITS. M. COORDINATE ROOF PENETRATIONS WITH BUILDING SHELL ROOFING COMPANY TO MAINTAIN BUILDING SHELL ROOFING Area of Work WARRANTY. N. ALL HVAC DESIGN AND WORK TO BE BY TENANT. K. VERIFY POWER AND DATA REQUIREMENTS WITH OWNER AND TENANT. MILDREN DESIGN GROUP, P.C., 2017, ALL L. CLEAN CARPET THROUGHOUT. RIGHTS RESERVED© THESE DRAWINGS ARE THE PROPERTY OF tilk Site Plan MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN my No Scale PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 19 January 2016 Drawn by: Checked by: CITY OF TIGARD Approved by Planning BK Date: I t 111 Job Number: 116187 initials: - Sheet Permit Submittal - January 2017 AO Demolition Keynotes - . ® D1. REMOVE WALLS, DOORS AND FRAMES MILDR�N DESIGN GROUP, P.�. X 1J 1/_ Ph.4 7 I D2. REMOVE SUSPENDED ACOUSTICAL TILE, GRID AND LIGHTS 03. REMOVE RECITE AND FRAME, SAVE FOR RELOCATION ARCHITECTURE SPACE PLANNING D4. REMOVE BACKFLOW PIPING, SAVE FDR RELOCATION 7650 S.W. Beveland, Suite 120 D5. REMOVE WALL s . � I _ Tigard, Oregon 97223-8692 D6. REMOVE DOOR AND FRAME, SAVE FOR RELOCATION (503) 244-0552 _ - r 7 1 X 7 X ® FAB � 1 0 XXA XA/X M/X I I - 0 - - 745.84 S.F. I I / X X X X ' X F:2EX0 TS 1 WORKE ROOM I Y . , J.L7 xxxxx C Ke notes 0 1141.35 S.F. T y /100 = 12 Xz . . - = CDB:EXITS 1 . _ r 1. RELOCATED BACKFLOW PIPING W _ _ X X 2. RELOCATED DOOR AND FRAME I ° -- - - - - 71 I _ 3. RELOCATED RELITE AND FRAME, CENTER IN WALL 11 2 WORKE ROOM - 11 4. 4'x4' RELITE IN TIMELY FRAME, SILL A T 3'-O" AFF, II XXXXX 11X I / CENTER IN WALL, MATCH EXISTING p 1512.44 S.F. • I • Q 7X 6. EXISTING GYPSUM BOARD 5. EXISTING SUSPENDED rLCEILING ING AND LIGHTS I I 1 � /100 = 16 � LI r r� - �- tZ 7. ADD (1) 110V QUAD OUTLET AT 48" AFF AT LOCATION 0A/p B:EXITS 1 DETERMINED BY TENANT ill II 8. INFILL OPENING WITH METAL STUDS, R-11 BATT �� `f . _ _ _ INSULATION AND i" GYPSUM BOARD EACH SIDE, FINISH ~ TO MATCH ADJACENT WALL 3fl�' 9X Z Z . PROVIDE TOUCH UP PAINT THIS AREA ;foil L �f E ,�R. i-1 © 11 © - 10. SURFACE MOUNTED 2x4 FLUORESCENT LIGHT FIXTURE ,:+I ri, f rt Z Z 111. NEW WALL FLUSH WITH EXISTING © OF r 12. PROVIDE (2) POWER POLES FOR (8) WORKSTATIONS; F CONFERENCE OF 113 VERIFY POWER REQUIREMENTS AND LOCATIONS WITH D1 A4XXX XTENANT A4XXX S.F. 13. ADJUST LIGHTS AS REQUIRED THIS ROOM /15 = 22 .- 14. VERIFY POWER REQUIREMENTS FOR METAL FABRICATION J a ® WITH TENANT Client: 8:EXITS 1 15. INSTALL ACOUSTIC TILE CEILING, GRID AND LIGHTS TO t1 I . _ MATCH EXISTING; ALIGN GRID WITH EXISTING - SEE XDETAIL 4/A2 GLP I I ' _ 16. ADD HORIZONTAL AND VERTICAL GRAB BARS - SEE 0 0 10 i j A DETAIL 9/A2 �_ csithrN PAl OF-7RM�F1.21� ' ;; ; ER IEur W.AP E E E AXXXXX One SW Columbia-Suite 950 XXXXX X 295.84 S.F. • _-S.F. /100 - 3 /1002 /100 = 2 B:EXITS 1 � � Portland, Oregon 97258 = B:EXITS 1 8:EXITS 1 I - - X_ _ 1 OFFICE WOME , DWHALL ..'� E �. I I a� kr.dr5XX4 .F. © .. Project: XXXXX ":. j 127.93 S.F. --1 XX +c+ x 4, EX• P 05•.42 E.� 324.42 S.F. ' : Ov Remodel --•OD = 2 _ MP - 0 EXEMP T1 . ' . :-•,' ,. =.:'• . :--- !.• - 0'.•-- ; WAREHOUSE411 ITS 1 0 , for Specialty XXXXXX 2874.29 S.F. CD �� OFFICE Heating /500 = 6 �� E �/ // � S:EXITS 1 _ � VI _-. ..-- OFFICE XXXXXXI liA i N E OFFICE 120.54 S.F. V . v OFFICE - & Cooling XXXXX /100 - 2 101 , ' 84889 EXITS 1 # �N 117.91 S. 92.24 S.F� _ __ '':'.:.. ,:--,,I.*,..,- '..': 7500 SW Tech Ctr. Dr. 130 A4 A/X B9 /100 = 2 94.fi1 S.F. /iQO -- 1 L `r ` N B:Ex 111 Portland, Oregon /100 = 1 ©� B:EXITS 1 O ' . Dr A _ OFFICE z. - B:EXITS 1 _ ___ -�� ` � �) .Y - i..-----� err o I E xxxxx o III I I I T I Sheet Title: O _ 128.fi8 S.F. I OFFICE =i /100 = 2oflIL - CD - © 133.17 S.F. - III and Reflected ! © /100 = 2 gI 0 !II i I I I I . . I LL __ , - - _ B:EXITS 1 _ U_� � L- L _ Ceiling Plan h OFFICE L - - - _ _ 1 E XXXXX , FEC ' IO 162.32 S.F. • /100 = 27 XXX. I B:EXITS 1 - - - CD12•.•4 :.F. EM' . „ 4- rl 0 0 a Revisions: Alik Floor Plan Alk Reflected Ceiling Plan 9,270 SF mo 0 2 4 8 16 my 0 2 4 8 16 MILDREN DESIGN GROUP, P.C., 2017, ALL Legend RIGHTS RESERVED QC THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY 1 1 EXISTING WALL TO REMAIN MANNER, EXCEPT WITH THE PERMISSION OF MILDREN DESIGN GROUP, P.C. C i EXISTING WALL TO BE REMOVED Date: 19 January 2016 n - NEW WALL Drawn by: Checked by: Q N NEW 110V DUPLEX OUTLET BK N NEW VOICE/DATA OUTLET WITH PULL STRING N NEW 110V QUADPLEX OUTLET Job Number: 116187 � © EXISTING DOOR Sheet Permit Submittal - January 2017 Al /i0 25 GAUGE 35/8" MTL STUD TO R-19 BATT INSULATION =_ __ FLOOR OR ROOF STRUCTURE M"""'""""°'�- STRUCTURE AT 8' 0/C WITHZ POST SIGN NO STORAGE ALLOWED TIE ENDS OF MEMBERS TO 7P-Lionom ,.._ ,. PREVENT SPREADING MILDREN DESIGN GROUP, P.C. 16 GAUGE CLIP ANGLE 2 x = 4 ADDITIONAL HANGERS AT ALL ARCHITECTURE • SPACE PLANNING 2 x 3" WITH (2) #8 SHEET 6" X 22 GA METAL JOIST AT 6 7 � MEMBERS WITHIN 8" OF \ METAL SCREWS AT EACH 0 16" O C i Az A2 PERIMETER 7650 S.W. Beveland, Suite 120 \\ END. BRACING TO BEIT ._ / f VERTICAL BRACING AT 12'-0" Tigard, Oregon 97223-8692 5/9 GYP BD FASTEN TO (503) 244-0552 PROVIDED WHERE DISTANCE J 0/C EACH WAY — SEE TABLE �� A-5 STUDS AND JOISTS WITH BELOW BETWEEN PERPENDICULAR TYPE "s" scREws AT s" 0/C PROVIDE COUNTER SLOPE 1.11 INTERSECTING WALLS OR AT PANEL EDGES AND 12" 0 HANGERS IF HANGER IS MORE HORIZONTAL BRACING BE- _ 4 1 THAN 1:6 OUT OF PLUMB J 0/C AT INTERIOR SUPPORTS SECURE ALL HANGERS TO 1 TWEEN WALLS EXCEEDS 8'-0" 1 BUILDING STRUCTURE. TRAPEZE '� LI DUCT WORK AND OTHER LARGE SUSPENDED CEILING �� %" WATER RESISTANT, �� } OBSTRUCTIONS PER SMACNA J GYPSUM BOARD AT TOILET J ��\O3 I1__ �t24" 0/C STUD CHART: • ROOM SIDE —I WAREHOUSE 5 " GYPSUM BOARD EACH • 362 S 125-18 TO 9'-3" 8" MAX. �8 • 362 S 137-33 TO 17'--6" 3%" 25 GA STUD AT 24" 6'--0" MAX MAINTAIN CLEARANCE BETWEEN 0 • METAL FAB SIDE SECURE TO STUDS 0/C TYPICAL, 20 GA AT I6 GRID AND ALL EQUIPMENT Z • 400 S 162-33 TO 19 -10 TOILET ROOM 16" 0/C WHEN SUPPORTING .. WITH TYPE 'S' SCREWS AT 1-- L. • 600 S 162-33 TO 25'-1" c 5" - 7" 0/C (-5: HEAVY-DUTY MAIN RUNNERS y‹ WATER HEATER 1� WNWBATT INSULATION NOTES: AT#124' 0/C WIRE ATU4'PORT C RTH WITH v - AO SEE DETAIL 2 A2 FOR STUD CHART • SEE A/E FOR ALTERNATE SIZES r..r�l�i # // ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, I/120 I `I R11 BATT INSUL AT TOILET E EACH WAY AT 5' ON CENTER Q DEFLECTION, NON-COMPOSITE, FULLY BRACED CONDITION. SEE I ROOM WALLS AND CEILING DETAILS FOR FULLY BRACED I i LATERAL BRACING AT 12' 0/C ': W ':':. VALUES BASED ON AISI S100-07 WITH SUPPLEMENT S2-10 AS 6" RUBBER BASE I I SUSPENDED CEILING TO EACH WAY. MAIN RUNNER TO j� • `'�l POWER-ACTUATED • FASTENERS: REFERENCED BY 2014 IBC I MEMBER LMAX SHAPE CONFORM TO OSSC RULING STRUCTURE BEGIN BRACING POWER- ACTUATED FASTENERS: WITHIN 6' OF PERIMETER AND •0.145"0 x i" MIN. EMBED AT • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD COMPANY I I ". __ "o EMT 5'-10" o FOR 2014 OSSC SEE �� rA 4" RUBBER BASE •0.145 0 x MIN. EMBED A T " 2" FROM CROSS MEMBER 12" 0/C WALL TO 22'-0" OR APPROVED EQUAL ijIMIPI � _I Ii"0 EMT 7'-8" o GENERAL NOTES FOR iI 12" 0/C WALL TO 22'-0" �_ SUSPENDED CEILING 305 •0.145 x MIN. EMBED AT 1 EMT - 9 -9" o NOTE: MAIN AND CROSS W E V:•''. ...441101•::::. •0.145 x MIN. EMBED AT350 S125 33 7'--8" C MEMBERS CAN ONLY BE t { ' A 6"=0/C, WALL TALLER THAN 6" 0 C, WALL TALLER THAN t � ' -/ 350 S162-33 2 10'-O" C CONNECTED TO WALL 1 t,22 -0 WAIL. 22'-O" 350 S162-33 (2) 13'-4" IANGLES AT TWO (2) '_—� �i 350 S162-33 1'-0" © ADJACENT WALLS14, (0 i--f Non-bearing Partition Wall riStud Height Chart 3 Toilet Room Wall Section reiSuspended Ceiling Section OF qk3"=1'-0" 2 A2 3"=1'-0" A2 ALL CONNECTION DEVICES TO BE OF AN APPROVED 1a2—r6 Stud Height chart 1c-r4 Suspended Ceiling Section without seismic joint—r1 TYPE AND HAVE A 100# RATED CAPABILITY. 8" Client: — in CLR � TYPICAL HANGER WIRE #12 GLP AT 4' 0/C OR #10 AT 5' . 7.; "' 0/C WITH MIN. (3) TIGHT • TURNS WITHIN 3" • . L L2X6 MIN. 2X6 MIN. Th-- . SUSPENDED CEILING - SEE FULL-DEPTH BLOCKING • w I REFLECTED CEILING PLAN EACH SIDE •• 155555 5 555555 5 555 5 55555 555 55 5555,/ 555555 55 55555 55 , 555 5 555555 RUNNER FREE TO SLIDE ONT T T T � T T T` T One SW Columbia Suite 950 •• 2" MIN. ..,.. q CEILING SYSTEM'S ATTACHMENT CLIP Portland, Oregon 97258 • CEILING SYSTEM ANGLE MOLDING FREE EDGE %8"0X1Y" LAG SCREW Y4'0X1Y2" LAG SCREW Project: Fl� �� r ii•Tirwir Remodel 8" 1 (2) 350 S162-33 r , i / -} TYPICAL HANGER WIRE #12 ''� MIN. (3) TIGHT TURNS - MIN. (3) TIGHT TURNS for Specialty ' . � AT 4' 0/C OR #10 AT 5' 12 GAUGE SEISMIC WIRES, ' ,� 0/C WITH MIN. (3) TIGHT Heating g f • TURNS WITHIN 3" PLAN 1� TYPICAL •.' •• ..( FASTEN TO MAIN RUNNER 1 12 GAUGE SEISMIC WIRES ® 4'-0" 0/C & Cooling ' SUSPENDED CEILING - SEE 100 R GAUGE SEISMIC WIRES 7500 SW Tech Ctr. Dr. #130 . k REFLECTED CEILING PLAN © 5'-0" 0/C Portland, Oregon " ~J 2MIN. #10 SCREWS AT 12" 0/C INDUSTRY STANDARD POP RIVET Sheet Title: • OR CEILING SYSTEM• ATTACHMENT CLIP IN FIXED POSITION (2) #10 SCREWS Details 3 SECTION ATTACHED EDGE MAIN RUNNER (HEAVY DUTY) Ceiling Section at Edge s Double Stud to Main Runner 7 Seismic Splay Wires at Wood Structure riiHanger Wire at Wood Structure A2 3"=1'-O" A2 3"=1=-0" A2 3"=1'-0" A2.}3"-1=_0=. Ceiling Section of Edge Double Stud to Main Runner Seismic Splay Wire at Wood Structure Hanger Wire at Wood Structure Revisions: 3'-4" 6„ 1 " TYPICAL 3'-0" ------\ 1X" O.D. 10 1 1 2" O.D. 1 =f/T \ If..) -- MILDREN DESIGN GROUP, RC., 2017, ALL RIGHTS RESERVED OC I 3'-6" 1, I THESE DRAWINGS ARE THE PROPERTY OF PI MILOREN DESIGN GROUP, P.C., AND ARE 1 —0 j -_4- NOT TO USED OR IN ANY t OI I MANNER,B XC PT WITH THE PRIOR WRITTEN I PERMISSION OF MILDREN DESIGN GROUP, P.C. L\� j) Date: 19 January 2016 Drawn by: Checked by: Job Number: 116187 Sheet (-6-- Mounting Heights for Grab Bars vt2.)mii=1,_0-Mounting Heights for Grab Bars Permit Submittal - January 2017 A2