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Plans (5) BU P2017 - 00009 heets,----- Code Analysis Deferred Submittals Keynotes Q- _,.....1/4, MILDREN DESIGN GROUP, PC. ARCHITECTURE • SPACE PLANNING 2014 OREGON STRUCTURAL AND SPECIALTY CODE DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE 7650 S.W. Beveland, Suite 120 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN 1. EXISTING ACCESSIBLE PARKING, SIGNAGE AND RAMP Tigard, Oregon 97223-8692 OCCUPANCY AND CONSTRUCTION PER OSSC 304, 311 AND 602.2 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD (503) 244 0552 ASSUMED OCCUPANCY: B AND 51 THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING CONSTRUCTION TYPE: 1118 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 ` / FIRE-RESISTANCE RATING REQUIREMENTS PER OSSC TABLE 601 AND 602 DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. RECEIVED 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'-0" PER OSSC TABLE 1014.3 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED ARCS, 300'-0" PER OSSC TABLE 1016.2 CITY OF TIGARD ��tV' REVIEWED FOR CODE COMPLIANCE �, ,li Fl OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES Approved: [ LT-MA �' W L •( 305.I R NOT EXCEED 100'-0" PER OSSC TABLE 1014.3 cO� 31%1 CA- Room Symbol Legendn I ti i EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED e • 250'-O" PER OSSC TABLE 1016.2 ROOM NAME #: Y�7��OljaO vi. 1, • 1 Address: i6J , aciir 14 a' 51 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES Fair______----ROOM NUMBER Suitc# I OF ROOM AREA/LOAD 101 ► C NOT EXCEED 100'-0" PER OSSC TABLE 1014.3 FACTOR �B4BB9. ROOM FINISH $n Ar'1ii Dates I. lR L l7 o EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED XXX/100:2�`NUMBER OF - 250'-0' PER OSSC TABLE 1016.2 B. 2 E ITS OCCUPANTS Client: ``\ NUMBER OF OFFICE COPY GLP GROUP PER EXITS PROVIDED GLP EMERGENCY LIGHTING PER OSSC SECTION 1006.3.1 IBC TABLE 1004.1.2/NUMBER 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 III I I I I I I I I I III EXTINGUISHERS SHALL BE PROVIDED IN SEMI-RECESSED CABINET. CABINET SHALL NOT PROJECT FROM WALL MORE & Cooling Finish Schedule ,..� _ I I I I I I I a IN JP ,, g �� �� THAN 4". 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 A. CARPET, MATCH EXISTING . PERMIT). X. EXISTING TO REMAIN E. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2 STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING Sheet Title: Base `�; IS OCCUPIED". Cover Sheet 4. 4" RUBBER BASE, MATCH EXISTING Building A F. LEVEL 4 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, (2) X. EXISTING TO REMAIN / r COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO O" BE PER ASTM C840. ALL NEW WALLS. Wall Finish '` 3a I 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 ` — ' _ F1!L1I (2) COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH `\ LI 1_ TO BE PER ASTM C840. ALL WALLS IN OFFICE AREA. Ceiling Finish !PI IPIPIF A aH. LEVEL 2 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, (1) A. SUSPENDED ACOUSTICAL - TEE BAR • I COAT ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO BE • PER ASTM C840. WAREHOUSE SIDE OF ALL NEW WALLS. B. GYPSUM BOARD AND PAINT 0 X. EXISTING TO REMAIN I. SUSPENDED CEILING TO CONFORM TO OSSC RULING FOR 2010 OSSC SECTION 1613.1, DATED JULY 1, 2010. Ceiling height / /` J. PROVIDE VAPOR BARRIER AT WARM SIDE OF INSULATION Revisions: 9. 9._0• ` �``� la art K. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS; M. MATCH EXISTING ,� �� r.4.010mb d�, 'y DO NOT FURNISH SILENCERS FOR DOORS WITH X. EXISTING TO REMAIN — WEATHERSTRIPPING OR GASKETING. 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© Site Plan THESE BE USED ARE THE PROPERTY OF it MILDREN DESIGN GROUP, P.C., AND ARE NOT E BE USED OR REPRODUCED IN ANY me MANNER,ERMISS IXC MILD WITH THE PGWRIPP.C.EN No Scale PERMISSION OF MILDREN DESIGN GROUP, P. Date: 19 January 2016 Drawn by: Checked by: CITY OF TIGARD Approved by Planning BK Date: 1M III Job Number: 116187 Initials: /1- Sheet Permit Submittal - January 2017 AO Demolition Keynotes TX :hi D1. REMOVE WALLS, DOORS AND FRAMES MILDREN DESIGN GROUP, P.C. D2. REMOVE SUSPENDED ACOUSTICAL TILE, GRID AND LIGHTS =___ _ _ _TI IR . r _ __ _ __ -, X D3. REMOVE RELITE AND FRAME, SAVE FOR RELOCATION ARCHITECTURE • SPACE PLANNING D4. REMOVE BACKFLOW PIPING, SAVE FOR RELOCATION 7650 S.W. Beveland, Suite 120 D5. REMOVE WALL Tigard, Oregon 97223-8692 t. D6. REMOVEDOORANDFRAME, SAVEFOR RELOCATIONX . . XI _ x X X (503) 244-0552 ET FAB I� I 114 I XX A X A/X M/X 11 I 745.84 S.F. II 1. . / X „ X \`F:EXITS 1 WOEK ROOM1 Y /J\\ X X LL = XXXXX / 5 �` 1141.35 S.F. X / C1KeynCAoTtDesBAC 0- LOW PIPING /100 5 12B:EXITS 1 I X X -IR X X X 2. RELOCATED DOOR FAND FRAME - - - i I E - 11 I _ 3. RELOCATED RELITE AND FRAME, CENTER IN WALL 1 WORK ROOM 11 Az 4. 4'x4' RELITE IN TIMELY FRAME, SILL AT 3'-0" AFF, II II X CENTER IN WALL, MATCH EXISTING XXXXX4 S.F. II / \ 1 5. EXISTING SUSPENDED CEILING AND LIGHTS 7II © /100 = 16 I 1 / X lel X X X 6. EXISTING GYPSUM BOARD CEILING B:0XITS 1 7. ADD (1) 110V QUAD OUTLET AT 48" AFF AT LOCATION AA DETERMINED BY TENANT Yr 8. INFILL OPENING WITH METAL STUDS, R-11 BATT �� f� X \ / X INSULATION AND " GYPSUM BOARD EACH SIDE, FINISH © ✓V TO MATCH ADJACENT WALL 305• Jc 9. PROVIDE TOUCH UP PAINT THIS AREA L `I E (+ i �R. • c 3 o-/ 11 '1( © J " \ / 10. SURFACE MOUNTED 2'x4' FLUORESCENT LIGHT FIXTURE 7iiitalW �n ;I, -------13 /�/\ /�(\ 11. NEW WALL FLUSH WITH EXISTING 12. PROVIDE (2) POWER POLES FOR (8) WORKSTATIONS; 94 OF CONFERENCE VERIFY POWER REQUIREMENTS AND LOCATIONS WITH 113 TENANT D1 A4XXX A A 13. ADJUST LIGHTS AS REQUIRED THIS ROOM , 320.41 S.F. 14. VERIFY POWER REQUIREMENTS FOR METAL FABRICATION . /15 = 22 - - WITH TENANT B:EXITS 1 ® 15. INSTALL ACOUSTIC TILE CEILING, GRID AND LIGHTS TO Client: n i i X t, \ / _ _ MATCH EXISTING; ALIGN GRID WITH EXISTING - SEE GLP //\ I DETAIL 4/A2 ii aX 'X 16. ADD HORIZONTAL AND VERTICAL GRAB BARS - SEE © 0 0 I i 1 \/iinn X 0 - I ___i_ - OFFIC BREAK R yes OFF CE EA • ~ XXXXX � XXXXX XXXXX 295.84 S.F. • � 1/ One SW Columbia Suite 950 127.93 S.F. 140.28 S.F. Portland, Oregon on 97258 ` •`' X , /100 - 2 /100 = 2 /100 = 3 X X I B:EXITS 1 B:EXITS 1 B:EXITS 1 • X ! \ DIN . ., OFFICE WOME4I DIN XX HALL j. ; : I Project: j I XXXXX E XX .6'5 • F. A4 XXX 6. :. .. ' fD` :: : Remodel O 127.93 S.F. v . . Ex. •1 A � 00 - 2 5•sit /• 324.42 S.F. z , �t E M . .•y•:•. :. ' I WAREHOUSE ITS 1 0aa for Specialty XXXXXX 4S-0140,17ir 1�2874.29 S.F. QOFFICEHeating m _ E/500 - 6 / IIIIIIIIL_ & Cooling S:EXITS 1 0 XXXXXX OFFICE 120.54 S.F. g OFFICE N N XXXXX E /100 = 2 �© • - gal�� 0 - EXITS 1 `;`.,__: , 7500 SW Tech Ctr. Dr. 130 A4 A X B9 - 117.91 S. 64669 ...; :- :.;., nN /100 = 292.24 S.F :;'" / \/ Portland, Oregon 94.61 S.F. /100 = 1 O ': ;`,''`IlIUM /x\ /x\ B.,EXOITS 1 B:EX 111 B:EXITS 1 © . OFFICE ---_... - E E o © �1 i xxxxx O HIM I I I �I Sheet Title: Iv( _ . 128.68 S.F. Oi /100 = 2 1u - ; 7� Floor Plan O m O , • © OFFICE . 0 13:EXITS 1Ch �- 1 I XXXXX © 133.17 S.F. - -YYOTCE X11 1 1 11 XL = B:EXITS 1 Lu-LJJ LLL - � - - v Ceiling Plan XXXXX //\\ Pr r er C IO 162.32 S.F. X \/i /100 = 2 /n\ XX. i / B:EXITS 1 12E •4 :.F. EMP . 0 0 0 0 ` E � T Revisions: i - I LJ I tl pJ 1_ L I I it Floor Plan i_1 Reflected Ceiling Plan 9,270 SF vir 0 2 4 8 16 vir 0 2 4 8 16 MILDREN DESIGN GROUP, P.C., 2017, ALL Legend RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY I I EXISTING WALL TO REMAIN MANNER, EXCEPT H THE PERMISSION OF MILDREN DESIGN GROUP, P.C. C EXISTING WALL TO BE REMOVED Date: 19 January 2016 - NEW WALL Drawn by: Checked by: © N NEW 110V DUPLEX OUTLET BK N NEW VOICE/DATA OUTLET WITH PULL STRING (itcN NEW 110V QUADPLEX OUTLET Job Number: 116187 0 EXISTING DOOR Sheet Permit Submittal - January 2017 A 1 R-19 BATT INSULATION / 25 GAUGE 3%" MTL STUD TO FLTIEOOR OR ROOF STRUCTURE STRUCTURE AT 0/C WITH POST SIGN "NO STORAGE ALLOWED" 7171.missiows.0.,..--_,.„_ ENDS OF MEMBERS TO ir PREVENT SPREADING MILDREN DESIGN GROUP, P.C. O T T ADDITIONAL HANGERS AT ALL ARCHITECTURE • SPACE PLANNING 16 GAUGE CLIP ANGLE 2 x - —- - - i 2 x 3" WITH 2 #8 SHEET 6" X 22 GA METAL JOIST AT 6 8 MEMBERS WITHIN 8" OF METAL SCREWS AT EACH 7650 S.W. Beveland, Suite 120 N \ \ END. BRACING TO BE 16" 0/C nz �nz PERIMETER Tigard, Oregon 97223-8692 5/s" GYP BD FASTEN TO VERTICAL BRACING AT 12'-0" (503) 244-0552 N A45 PROVIDED WHERE DISTANCE STUDS AND JOISTS WITH 0/C /CW EACH WAY - SEE TABLE + + BETWEEN PERPENDICULAR fry. TYPE "S" SCREWS AT 8" 0/C PROVIDE COUNTER SLOPE INTERSECTING WALLS OR /- ` ` HANGERS IF HANGER IS MORE �� HORIZONTAL BRACING BE— ` AT PANEL EDGES AND 12" ,?/ THAN 1:6 OUT OF PLUMB MININEnielEMINIITWEEN WALLS EXCEEDS 8'-0" �� 0/C AT INTERIOR SUPPORTS 1 SECURE ALL HANGERS TO SUSPENDED CEILING1 BUILDING STRUDTURE. TRAPEZE %" WATER RESISTANT, �► • ir. DUCT WORK AND OTHER LARGE - �r��� 24" 0/C STUD CHART: 41 GYPSUM BOARD AT TOILET ` ) OBSTRUCTIONS PER SMACNA WAREHOUSE �� ROOM SIDE 362 S 125-18 TO 9 -3 5/s" GYPSUM BOARD EACH 3%" 25 GA STUD AT 24" 8" MAX. 0 �- SIDE SECURE TO STUDS • 362 S 137-33 TO 17'-6" 6 —0" MAX Nee MAINTAIN CLEARANCE BETWEEN Oa/ 0/C TYPICAL, 20 GA AT 6 GRID AND ALL EQUIPMENT Z METAL FAB •• 400 S 162-33 TO 19 —10' TOILET ROOM 16" 0/C WHEN SUPPORTING WITH TYPE 'S' SCREWS AT in 5" — 7" 0/C • 600 S 162-33 TO 25'-1" �1 HEAVY—DUTY MAIN RUNNERS x WATER HEATER AT 4' 0/C SUPPORT WITH w ', BATT INSULATION NOTES:S #12 WIRE AT 4' 0/C OR WITH z • SEE A/E FOR ALTERNATE SIZES 10 WIRE AT 5' ON CENTER v SEE DETAIL 2/A2 FOR STUD CHART r��l�l (.9 #/ • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, 1/120 R11 BATT INSUL AT TOILET5 IC EACH WAY Q DEFLECTION, NON-COMPOSITE, FULLY BRACED CONDITION. SEE ROOM WALLS AND CEILING 1I I� LATERAL BRACING AT 12' 0/C 411%, DETAILS FOR FULLY BRACED i i • VALUES BASED ON AISI 5100-07 WITH SUPPLEMENT S2-10 AS 6" RUBBER BASE ILII SUSPENDED CEILING TO EACH WAY. MAIN RUNNER TO 649 `'�( POWER-ACTUATED FASTENERS: REFERENCED BY 2014 IBC 1 al MEMBER LMAX SHAPE CONFORM TO OSSC RULING STRUCTURE BEGIN BRACING nj� POWER-ACTUATED FASTENERS: WITHIN 6' OF PERIMETER AND `a?' 11011°- •0.145"0 x in MIN. EMBED AT • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD COMPANY i"0 EMT 5'-10" o FOR 2014 OSSC SEE fa 4" RUBBER BASE •0.145'0 x i" MIN. EMBED AT 2" FROM CROSS MEMBER ve 12" 0/C WALL TO 22'-0" OR APPROVED EQUAL ` "0 EMT 7'-8" o GENERAL NOTES FOR - / II 12" 0/C WALL TO 22'-0" SUSPENDED CEILING 305, •0.145"0 x MIN. EMBED AT h 1"0 EMT 9'-9" o NOTE: MAIN AND CROSS 6" 0 C, WALL TALLER THAN iI •0.145"0 x i" MIN. EMBED AT 350 S125-33 7'-8" C MEMBERS CAN ONLY BE •t W L .l E +' R. • 6" 022'-/ i Ir i Il 6" 0/C, WALL TALLER THAN141.9„, tl l (14 J 350 S162-33 (2) 10'-0" C CONNECTED TO WALL "1 22'-O" 350 5162-33 (2) 13'-4" ANGLES AT TWO (2) :el _, ° �i �� �i� 350 S162-33 21'-0" C7 ADJACENT WALLS ( 1 Non-bearing Partition Wall (1) Stud Height Chart 3 Toilet Room Wall Section Suspended Ceiling SectionOF A2 3"=1'-0" A2 3"=1'-O" A2 ALL CONNECTION DEVICES TO BE OF AN APPROVED lag-r6 Stud Haight a lc-r4 4 Suspended Ceiling Sectio without seismic pint—r1 TYPE AND HAVE A 100# RATED CAPABILITY. 8„ Client: TYPICAL HANGER WIRE #12 GLP ME AT 4' 0/COR #10 AT 5' 0/C WITH MIN. (3) TIGHT TURNS WITHIN 3" .11rilv 2X6 MIN. 2X6 MIN. II I= SUSPENDED CEILING - SEE FULL-DEPTH BLOCKING REFLECTED CEILING PLAN EACH SIDE ..,._ , RUNNER FREE TO SLIDE ON 1 T T T T , T ,37..%%%% % - T T . T T T T One SW Columbia-Suiteego9 950 2" MIN. CEILING SYSTEM'S ATTACHMENT CLIP Portland, Oregon 97258 I CEILING SYSTEM ANGLE MOLDING 11 Project: FREE EDGE �_ 5/sOXtYLAG SCREW1Ya'�X1 " LAG SCREW oleo8" r (2) 350 S162-33 ' 1 1 \ASSES +SSE Remodel (3) for Specialty TYPICAL HANGER WIRE #12 '— MIN. (3) TIGHT TURNS MIN. TIGHT TURNS AT4' O/COR #10AT5' `i' :to To 0/C WITH MIN. (3) TIGHT 12 GAUGE SEISMIC WIRES, • Heat In TURNS WITHIN 3" PLAN ! 1L TYPICAL I g FASTEN TO MAIN RUNNER 1 1II AUOGEO�CSMIC WIRES & Cooling 11 _ SUSPENDED CEILING - SEE / 1O0 GAUGE SEISMIC WIRES 7500 SW Tech Ctr. Dr. #130 ' REFLECTED CEILING PLAN ® 5'-O" 0/C Portland, Oregon 2" MIN. #10 SCREWS AT 12" 0/C ^' Sheet Title: INDUSTRY STANDARD POP RIVET OR CEILING SYSTEM ATTACHMENT CLIP IN FIXED Details POSITION (2) #10 SCREWS ATTACHED EDGE SECTION MAIN RUNNER (HEAVY DUTY) 5 Ceiling Section at Edge s Double Stud to Main Runner r7Seismic Splay Wires at Wood Structure s Hanger Wire at Wood Structure A2 3„=1'-O” K/6121 3"=1'-O" A2 3"=1'-O" A2 3„_1'-O„ Ceiling Section of Edge Double Stud to Main Runner Seismic Splay Wire at Wood Structure Hanger Wire at Wood Structure Revisions: 3'-4” 6" 13" TYPICAL fl 3'-0" j l 1Ih" O.D. Zo 1 1 2" O.D. U -4 0 c MILDREN DESIGN GROUP, P.C., 2017, ALL RIGHTS RESERVED i= 31-6" p + THESE DRAWINGS ARE THE PROPERTY OF 1'-0" IN ANY I'a I p _ I NOTMILDREN DESIGN GROUP, P.C., AND ARE MANNER,O DEXCEPE USED WITH THE PRIOR OR WRITTEN � � U PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 19 January 2016 Drawn by: Checked by: Job Number: 116187 Sheet nA2 Mounting Heights for Grab Bars ; "= 1'-O" Mounting Heights for Grab Bars Permit Submittal - January 2017 A2