Plans (2) PROJECT SUMMARY PROJECT DIRECTORY VICINITY MAP ...Mf'. 3JLT
VI >vV r
PROJECT ADDRESS 11555 SW DURHAM ROAD I TIGARD,OR 197224 OWNER ARCHITECT I ARCHITECTURE, LLC
LEGAL DESCRIPTION R2081779- 1998-128 PARTITION PLAT LOT:1 HARSCH INVESTMENT PROPERTIES MELYNDA RETALLACK i stu^f
YEAR BUILT 1951 INK:BUILT ARCHITECTURE a,
PROJECT SITE 2808 NE MLK ste G
1620 SW TAYLOR ST, STE 300 2808 NE MLK BLVD, STE G �ecfge ,� wood Di PORTLAND, OR 97212
SITE AREA 4.67 ACRES 5 CA' T ,, >-'9 503.454.6793
PORTLAND, OR 97205 PORTLAND OR 97212 ,E..r`� °j
°j inkbuiltdesign.com
ZONING C-G
+503.242.2900 +1.503.701.5277 kimtrrrerfeei7 ``pit
Z :, Golf Course
CONSTRUCTION TYPE IIIB FULLY FIRE SPRINKLERED GENERAL CONTRACTOR �+D Al�e�
OCCUPANCY B(D6) PACIFIC CREST STRUCTURES INC. Y SW DURHAM ROAD /1(::::1):-Dr::::11/'
SAD. rafts
FLOORS/HEIGHT 1 STORY CCB#66915 9 r ,/;�. C17750 SW UPPER BOONES FERRY RD., #190 '.AREA OF WORK 2,148 SF(D6) - DURHAM, OR 97224 E v �av' � jtro !Y� !+1.503.968.8949 t City �, ' 5 '' 4GatrS' � o "SW Titan L - ^�SCOPE OFWORK DESCRIPTION• -4fsl, t;, - R�t�rh SW Kent StOL• 0DEMO WORK TO REMOVE WALLS AND PLUMBING FIXTURES.(E)ADA RESTROOMS - IAND BREAK ROOMS TO REMAIN. MODIFY EXISTINGRESTROOMSINB2. APPLICABLE CODES + REGULATIONS s `'` p_NOTE: PLANS PRINT FULL SIZE AT 11X17N� 019SEPARATE PERMITS ZONING+DEVELOPMENT CITY OF TIGARD-TITLE 18 COMM. DEV. CODESHEET INDEXBUf ®BUILDING CODE 2014 OREGON STRUCTURAL SPECIALTY CODE ®�
ELECTRICAL-SUBMITTED UNDER SEPARATE COVER ARCHITECTURAL
FIRE SPRINKLER -SUBMITTED UNDER SEPARATE COVER MECHANICAL CODE 2014 OREGON MECHANICAL SPECIALTY CODE
MECHANICAL-SUBMITTED UNDER SEPARATE COVER PLUMBING CODE 2017 OREGON PLUMBING SPECIALTY CODE A0.00 PROJECT INFO AND VICINITY MAP
PLUMBING-SUBMITTED UNDER SEPARATE COVER A1.00 SITE PLAN AND CODE ANALYSIS W
ELECTRICAL CODE 2017 OREGON ELECTRICAL SPECIALTY CODE
A2.10 EXISTING AND DEMO PLANS ~ Nie w
ACCESSIBILITY STANDARDS 2014 OSSC, ICC/ANSI 117.1 2009 A2.20 NEW WORK PLANS C/ I—
PROJECT GENERAL NOTES A4.00 CEILING AND WALL DETAILS Cl) o W
A5.00 ADA DETAILS- DOORS AND CLEARANCES I a
1. DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY DEPICT ALL MATERIALS IN ALL INSTANCES. A5.01 ADA DETAILS- PLUMBNG FIXT.AND MOUNTING HTS. IY Q
2. DO NOT SCALE DRAWINGS;WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 0 I- 0
O
3. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND PURCHASE OF MATERIALS.ANY O M Z d
DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE = LLJ 2 Q
ARCHITECT. m O I al
4. ALL DIMENSIONS ARE FROM FACE OF FRAMING OR GRID UNLESS OTHERWISE NOTED.SEE ASSEMBLIES WHERE APPLICABLE. w
5. DRAWINGS REPRESENT THE FINISHED STRUCTURE,THEY DO NOT INDICATE METHOD OF CONSTRUCTION. CONTRACTOR SHALL ASSUME OFFICE COPY �j O Z p O
RESPONSIBILITY FOR DETERMINING APPROPRIATE METHOD AND SEQUENCE OF CONSTRUCTION. ( /° d//1-00.(3/4./
6. DETAILS NOTED AS"TYPICAL"OR"TYP"APPLY IN ALL CASES UNLESS SPECIFICALLY REFERENCED. DETAILS THAT ARE SPECIFICALLYA —J = L.1 0
Ln
REFERENCED SHALL TAKE PRECEDENCE OVER ALL OTHER GENERAL OR TYPICAL NOTES. l 525 MVV ����`°,•, � (A 1..n
ce
Q
7. CONTRACTOR SHALL ENSURE THAT ALL WORK IS EXECUTED IN COMPLIANCE WITH ALL GOVERNING CODES,STANDARDS AND REGULATIONS. AB BREVIATI O N S I Ln 0
8. CONTRACTOR TO COORDINATE AND PROVIDE ALL CODE REQUIRED SIGNAGE UNLESS OTHERWISE INDICATED.
9. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND AFF ABOVE FINISH FLOOR INSUL INSULATION
INSTALLING. MATCH RATING TO ASSEMBLY IN WHICH THEY ARE INSTALLED AND PROVIDE SMOKE SEALS WHERE RATINGS ARE REQUIRED. AD) ADJACENT INT BO BOTTOM OF MFR MINAERIOR DATE: 11/01/2019
ANUFACTURER
10. ALL RATED ASSEMBLIES SHALL BE CONSTRUCTED TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES PER OSSC SECTION 709.6.ALL CLNG CEILING MAX MAXIMUM $)6 DEMO
PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRESTOPPED. Cj CNT MIN MINIMUM
CL CEENT NTERRLINEUNE mu METAL REVISIONS
11. CONTRACTOR TO PROVIDE SAFETY GLAZING AT ALL LOCATIONS REQUIRED BY CODE AND SHALL BE PERMANENTLY LABELED WITH THE CLR CLEAR MC NOT IN CONTRACT
MANUFACTURER'S NAME AND TEST APPROVAL INFORMATION. SEE WINDOW AND DOOR SCHEDULE. CONT CONCRETE OAE OR CONT
EQUAL
CONT CONTINUOUS OC ONN CENTECENTER
12. ALL MECHANICAL, ELECTRICAL,AND PLUMBING TO BE DESIGN-BUILD UNLESS OTHERWISE INDICATED. CONTRACTOR TO PROVIDE ALL DIMS DIMENSIONS OF/CI OWNER FURNISHED,CONTRACTOR INSTALLED
DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONSTRUCTION AND PERMITS. PROVIDE SYSTEM DESIGN ELEV ELEVATION OF/01 OWNER FURNISHED,OWNER INSTALLED
Q EQ EQUAL OPH OPPOSITE HAND
DRAWINGS TO ARCHITECT FOR REVIEW IN PRIOR TO PERMIT SUBMITTAL. (E) EXISTING PT PRESSURE TREATED
[t EXT EXTERIOR RD ROOF DRAIN
N 13. ALL SUBSITUTIONS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. FD FLOOR DRAIN RO ROUGH OPENING PROJECT INFO AND
0• 14. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK. VERIFY MATERIALS&PRODUCTS TO BE SUBMITTED FOR REVIEW WITH THE ARCHITECT. FE FIRE EXTINGUISHER SD SMOKE DETECTOR
15. CONTRACTOR TO KEEP AREA OF WORK FREE OF TRASH AND DEBRIS ON A DAILY BASIS, PROVIDE FOR ON—SITE RESTROOM FACILITIES AND FF FINISHED FLOOR SF SQUARE FOOT(FEET) VICINITY MAP
FO FACE OF SS STAINLESS STEEL
El, MAKE ANY OTHER NECESSARY PROVISIONS TO PROTECT FINISHED ELEMENTS AND MAINTAIN A CLEAN, SECURE,AND WEATHER-MANAGED GA GAUGE SIM SIMILAR
N WORK SITE. PROVIDE EROSION CONTROL AND DEBRIS MANAGEMENT AS NECESSARY PER LOCAL CODES. GB GYPSUM BOARD To TOP OF
co HM HOLLOW METAL TYP TYPICAL
16. CONTRACTOR TO PROVIDE ABATEMENT AND POLLUTION CONTROL AS NECESSARY FOR ALL REMOVED MATERIALS. HT HEIGHT UON UNLESS OTHERWISE NOTED
A0 . 00VIF VERIFY IN FIELD
17. COORDINATE AND PROVIDE COMPLIANT MODIFICATIONS TO EXISTING FIRE ALARM AND/OR FIRE SPRINKLER SYSTEMS AS REQUIRED.
BUILDING CODE ANALYSIS
OSSC STRUCTURAL SPECIALTY CODE(OSSC)2014 :3 , ILT
CONSTRUCTION TYPE: IIIB,SPRINKLERED ARCHITECTURE, LLC
711 r--.T... :� Vu (E)OCCUPANCY GROUPS: B(D6), 2808 NE MLK,ste G
/ BUILDING HEIGHT: 1-STORY PORTLAND, OR 97212
( C1 ) ; (E)BUILDING AREA: 9,649 SF+/-(D) 503.454.6793
/ I
ALLOWABLE BLDG.AREA: 19,000 SF(PER TABLE 503)
( C2 ) ( C3 ) (C4-C6) AREA OF WORK: 2,148 SF(D6)= inkbuiltdesign.com
C 11535 I �,'��'���ARer
/ % TABLE 508.3 NON SEPARATED OCCUPANCIES ♦ ;1 IAD.
btars
/ I a G 1 I I NO SEPARATION REQUIRED. ' ► ,rl..
I E ADA PARKING 1008.1.9.3 EXCEPTION 2: �.r,; r: o ��'
. WHERE LOCKS AND LATCHES ARE PROVIDED AT MAIN EXTERIOR DOORS, L
SPACES TO REMAIN, cI' �;��"�"
PROVIDE SIGNAGE STATING"THIS DOOR TO REMAIN UNLOCKED WHEN / t�
��.� � __ _- TYP. OF OgQ,
a jab � BUILDING IS OCCUPIED"
OD
1014.3 COMMON PATH OF TRAVEL REQUIRED:MAX 75'
WTABLE 1015.1 D6
/ '� NUMBER OF EXITS REQUIRED: TBD
/ < Or
o NUMBER OF EXITS PROVIDED: 3
r :� 1 TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE:MAX 200'
/ ` TABLE 1018.2 MINIMUM CORRIDOR WIDTH=44",>50 OCC.
V ( D1 ) W
/ y,1`� . D6 » ` 1015.2.1 EXP.2 TWO EXITS SEPARATION ~ w
a
/ V
f D2 s . IN BUILDINGS EQUIPPED WITH AUTOMATIC SPRINKLERS-EXITS SHALL NOT —
QQ` / ( 63 ) ���' ( ) �' E 11515 BE LESS THAN 1/Q3 THE LENGTH OF THE OVERALL DIAGONAL OF THE AREA
f� , s ` �� 11,
SERVED. ► � a
// iiii11111,4,iiiipirlip...„ ( D3 ) t , O!� (E4-E5) EiQD 11525F ( D5 ) �a / CHAPTER 29 PLUMBING (E)ADA BATHROOMS TO REMAIN. Oa 2 libEg 0 a/ B1 ' .45 o ` (o '� `05oc� N
/ O w
err' m 1— �„
/ Ai
117,, 7.1.
!moi. /1144"44%. &E9 ) oo. :,.it_ w
I� �� r - litt O -d am
CO; J r N In W
At ' Ln
...- (41 rY
11111110
figf
/' / DATE: 11/01/2019
/ QOM .11111.1P 4MMEI
/
A 11555A1-A3 / *-D6 DEMO
REVISIONS
41111114000016 -
AREAS OF WORK Diet 04 Li
SW /
d; D�R�q� SITE PLAN AND
N Ru40 CODE ANALYSIS
0
0
N
1Dr:i SITE PLAN - B2 D6
1"=60'-0" A 1. 0 0
PLUMBING FIXTURE CREDITS DEMO LEGEND DEMO PLAN NOTES
jef.B _ ILT
FIXTURE #EXISTING #REMOVED #NEW FIXTURES NET TOTAL CREDITS
EXISTING CONSTRUCTION TO REMAIN A. REMOVE ALL CONSTRUCTION ARCHITECTURE, LLC
FIXTURES COMPLETE. REMOVE ALL UN-USED
WATER CLOSET V 0 0 t 0 D _ _ _ (E)CONSTRUCTION TO BE REMOVED CONDUIT, PIPING AND WIRING 2808 NE MLK, ste G
LAVATORY Z i m 1 1 COMPLETE COMPLETE. PORTLAND,OR 97212
HAND SINK 1 1 0 0 0 B. MAINTAIN EXISTING FIRE SPRINKLER 503.454.6793
KITCHEN SINK S 2 0 1 Z SYSTEM,TO BE PERMITTED AND inkbuiltdesign.com
SHOWER 1 1 0 0 1 MODIFIED UNDER SEPARATE PERMIT.
WATER HEATER 0 0 0 C. EXISTING
REMAIN. ELECTRICAL SYSTEM TO �4)1$D ARch.
D. ALL EXISTING SUPPLY AND RETURN �` ; IAD. ��
DUCTWORK TO REMAIN. W " '�'% C
f�I*j/f' ot., Y . s.,i
!/ /
OF 'a�
(E)CEILING,LIGHTING ,
AND MECH.TO REMAIN. /
(E)SUSP.CLNG.TO REMAIN.
aaTn a
VACA s2 )T �a�� / BLDG ELEC I I I I r- I I O LLJ
( '� I III �L I I I C!)
�II / II ......n.71..... — 1f— —ll I � fl (► ; � O w
I`� i DEMO(E)SINK,SALVAGE �.�.� , -. � : �}r L_ _ I �-_�-� I I (- - - -� (��°i Ll II- - C� 0
FOR RE-USE C - I 1111 II - - " a Q
CL
— � �I / NII II 1 —J I I O O z c
Atm:,---)--
.
;1 VACANT - - o. � I �� I I O w 2 N
REMOVE(E)SINKS, o-
I --., } Lt I- Cil
CAP PLUMBING Eli / m C)
INSIDE WALL. = ; r (D >Lu a ce
PATCH AND - KV
-- � �� ���
REPAIR WALL. -� l�, � ' I �i r ® , — — �.r:.� — aaaa�.��=—� �` � � � ,,,, v., 0c,
REMOVE(E)CABINET AND IJ E �T - - 71 -7 T-1
SINK II 11 Ln Ce
J N
Q
(� �� REMOVE(E)WATER HEATER .. n.. a _... , HH I Q . l7
` `�I � RELOCATED(E)ELEC.PANEL (E)BATHROOM AND H�
TO OTHER SIDE OF WALL. BREAK ROOM TO DATE: 11/01/2019
, r1; REMAIN.
H° I L L_� i !-D6 DEMO
1 H 119 I REVISIONS
Iffii
I N. j i l
I 7
2 �y,
ADJACENT TENANT I
H
L
r H DR. RICHARD L
61 I i WIPPLE DDS E, EXISTING AND
( D1 � DEMO PLANS
® ,0
N
00
EBO SUITE B2 — EXISTING AND DEMO PLAN �O SUITE D6 — EXISTING AND DEMO PLAN A2 . 1O
NEW WORK LEGEND FLOOR PLAN NOTES
:3 „ ILT
I I EXISTING CONSTRUCTION TO REMAIN A. SEE A5.00,A5.01 FOR TYPICAL ADA
REQUIREMENTS,CLEARANCES, ARCHITECTURE, LLC
• PROVIDE MTL.STUD WALL TO MATCH(E) MOUNTING HEIGHTS AND A4.00 FOR 2808 NE MLK, ste G
TYP. WALL DETAILS. PORTLAND, OR 97212
B. ALL DAMAGED,ALTERED,OR REWORKED 503.454.6793
AREAS SHALL BE PATCHED AS REQUIRED inkbuiltdesign.com
AND FINISHED TO MATCH EXISTING
CONDITIONS OR AS SPECIFIED TO 41D Akc
4
PROVIDE A"LIKE NEW" FINISH. ,'%
C. INSULATION-PROVIDE SOUND BATTS AT eti 4 t►AD.
ALL NEW INTERIOR WALLS AND ,fr,
�. _-Y- ikii
CEILINGS. W � Cp.
D. DOOR HARDWARE ALL NEW HARDWARE '' ." °
TO BE LEVER TYPE, FULLY ACCESSIBLE.
E. ALL NEW WALLS MATCH HEIGHT OF 'i OF 0S'46
EXISTING WALLS.
F. PATCH/REPAIR AND PAINT ALL NEW AND
EXISTING WALLS-COLOR AS SELECTED
BY OWNER.
GG (E)SUSP.CLNG.TO REMAIN. REPLACE
!iY ,,. A
ANY DAMAGED TILES.
(E)HVAC TO REMAIN. i
H
LU
s 1,4
1
ACANT' BLDG ELEC 1 - w
B2
O a
PROVIDE NEW 3-$'7-0 SC RELOCATED SINK
WD.DOORS,PAIN - a Q
PROVIDE ACCESS.L ER l`e' (E)SUSP.CLNG.AND LIGHTING AND MECH. 0 c0 H 2
VACANT TO REMAIN, 0 G w 2 N
HARDWARE AND v` r II} - ' N
( 06 ) CO C3
PRIVACY LOCK TO �1 ' �1`.
WILLOWBROOK �_` I0 `n- —
STANDARD '`�
Fel
ELEC. NEL I PROVIDE NEW 6 GAL. _J _,_—
RELOCATED to 0
WATER HEATER ABOVE �� J I 'n Q
i 1, RESTROOM CEILING. � ..,.�,..� .,. a .�.E J. ��� .a Q 0
REPLACE(E)V ITY LIGHTS IN 51 1 " _ ~
RESTROOM ITH NEW LEDo
PROVIDE NEW MTL.STUD (E)BATHROOM AND
LIGHTS
WALL TO BOTTOM OF SUSP. BREAK ROOM TO DATE: 11/01/2019
!i s
CLNG.,PAINT TO MATCH REMAIN.
ADJ.WALLS,SEE A4.00 I.)
. #D6 DEMO
I I REVISIONS
ire--
— II
2 ADJACENT TENANT
Q I DR. RICHARD I I
oi I _ WIPPLE DDS I I NEW WORK PLANS
N , i
.. H ( D1 )
', , o
E, A.----- - g_
N
00
A2.20
ED SUITE B2 - NEW WORK PLAN e0 SUITE D6 - NEW WORK PLAN
WALL BRACING WALL TYPES SUSPENDED CEILING
" : 3 , ILT
ARCHITECTURE, LLC
TWO FIXTURE HANGING AT
LATERAL WALL OPPOSITE CORNERS SECURED 2808 NE MLK,ste G
BRACE ABOVE TO STRUCTURE
CEILING.ALTERNATE PORTLAND, OR 97212
DIRECTIONS TO '' TWO(2)MAIN 503.454.6793
.60
STRUCTURE,SEE
PARTITION WALL \ / SEE PARTITION WALL BRACING DETAIL RUNNER LIGHT
BRACING DETAIL CLIPS AT OPPOSITE inkbuiltdesign.com
�� `-. CORNERS 4 4
UNDERSIDE OF STRUCTURE COMPRESSION S. ��
'4 ,
�I♦� LATERAL WALL BRACING 4 FEET O.C. , O.C.EACH WAYPOST AT 12 T : e ".:0,,s
ALTERNATE DIRECTIONS , �4� �� �A� )
�� ACOUSTIC BATT INSULATION TO 4'ONcza
EACH SIDE OF PARTITION WALL AT i., 'f J� C
/LLP
OFFICES AND RESTROOMS X
/� SUSPENDED CEILING SYSTEM
ji
� •/ f: !�
4 NEOPRENE FOAM TAPE CONT.BETWEEN BLOCKS ��
L . - ;r S
4 CASING BEAD L
�
\.,
FASTEN RUNNER TO CEILING SUPPORT AT 2 '" i
TI FEET O.C.THRU NEOPRENE BLOCKS ANGER WIRE AT 45 DEG. OF O
ACOUSTIC BATTS AT OFFICE AND BATHROOM WALLS FOUR WAYS MAIN
W
5/8"GYPSUM BOARD `"1 RUNNER
'•� SPACING AND HEIGHT SCHEDULE/ METAL STUDS,SEE FOR GUAGE, GRID FIXTURE HOUSING,WRAPPED SAFETY WIRE ATTACHED TO G
_, AROUND FIXTURE HANGING WIRE MIN.
PARTITIONS FOUR TIMES.SECURE AT DIAGONAL
CORNERS NOT CONTAINING MAIN
LATERAL WALL BRACING IN LIEU ACOUSTIC SEALANT AT SLAB RUNNER LIGHT CLIPS CROSS I,
OF BRACING ABOVE CEILING NOTE: RUNNER
PROVIDE ADJACENT WALL 0,1450 POWDER ACTUATED DRIVE PIN WITH REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56 LBS.OR LESS.LIGHT FIXTURES LU
FRAMING FOR LATERAL SUPPORT 1/4 INCH EMBEDMENT AT 4'O.C.MAX INTO WEIGHING MORE THAN 56 LBS.TO BE INDEPENDENTLY SUPPORTED FROM STRUCTURE.
WALL LATERAL BRACING ON WALL PARTITION WALL TO GRID CEILINGDECK RECESS MOUNTED FIXTURE SUPPORT ~ W
(r) CO CL
IBC METAL STUD TABLE-MAX WALL HEIGHT LU
CL
MAX WALL HEIGHT 00
STUD GUAGE STUD SPACING
SIZE DESIGNATION COMPOSITE NON-COMPOSITE O d 0
SECTION SECTION I" C
3 5/8" 25 362 S 125-18 16" 16'-2" 12-2" / O W N
24" 13-2" 9'-11" (E)ROOF -- /l"�'\\ �'�/ W N
c Q
20 362 S 125-30 16" 20-8" 23-3" STRUCTURE 4X4 BLOCK W/A35 CLIPS W(4)#6 X 1/2"SPAR �+ G
24" 18'-1" 18'-11" SCREWS AND(4)8d X 1-1/2"NAILS EACH SIDE CO Q N 1 Ol
6" 25 600 S 125-18 16" 20-1" 7 BRACE TO MATCH WALL WIDTH W/33 MIL LUD
24" 16'-4" -- 6,::', THICKNESS,MIN. CO -j. Q p[
20 600 S 125-30 16" 30'-8" 30'-1" Q O Q Z Q
24" 25-0" 26'-3" tl, — _
_ I = N 0
��`
VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS ASSOCIATION Ufl EdL
(SSMA)TABLES FOR NON-STUCTURAL COMPOSITE SECTION IN INTERIOR �•I J CLIP FLANGES AND BEND EACH ce lfl� Q
APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF U120. END. Q U'
6 #10 SCREWS EACH END OF
1. VALUES FOR COMPOSITE SECTION REQUIRES 5/8"MIN.GYP.BD.ON BOTH � BRACE EQ.SPACED ~
SIDES W/#6 TYPE S DRYWALL SCREWS AT 12"O.C.FOR STUDS AT 24"OC AND :
16"OC FOR STUDS AT 16"OC. WALL PER PLANS
2. HEIGHT LIMITS ARE LESS WHERE SHEATHING IS ON ONE SIDE.PROVIDE d DATE: 11/01/2019
BLOCKING OR STRAPPING ON OPPOSITE SIDE(NON-COMPOSITE VALUES).
1-D6 DEMO
NOTE:BRACE CONNECTION AT ROOF TO
FRAMING SCHEDULE PARTITION WALL BRACING DIRECTLY ATTACHED TO PLYWD. REVISIONS
2
Q
m
CEILING AND WALL
N
o DETAILS
0
N
CO
s-
A4 . 00• 0 0
DOORS CLEARANCES NOTES i : LILT
PULL SIDE APPROACH PUSH SIDE APPROACH ACCESSIBLE ROUTE INDICATOR LINE
" . I "' 7 r REFERENCE CODE SUMMARY SHEETS FOR 24" THESE DIAGRAMS ARE BASED OF THE INFORMATION ARCHITECTURE, LLC
- /v/-/
EXTENT OF ROUTE CONTAINED IN ICC A117.1-2009 AND CHAPTER 11 OF THE
z � � MAX I 2808 NE MLK,ste G
z g / ' BUILDING CODE. THEY ARE REPRESENTATIVE OF THE PORTLAND, OR 97212
32" X/ ll % GENERAL REQUIREMENTS THAT APPLY TO THIS PROJECT. 503.454.6793
v ' �r z Z _/ - z - 'z THEY ARE NOT REPRODUCTIONS OF THE INFORMATION
o O ' MIN � �� ` _ _�.,, N, _ _ _ _ inkbuiltdesign.com
�° o p
� 18" MIN / , / �� /0 24" m "' ' CONTAINED IN THE ICC A117.1 2009. REFER TO THE ICC
q 24" PREFERRED ' I / / j/O `-•km- A./ A117.1-2009 FOR ADDITIONAL INFORMATION. ,0])A id,
o �, �, z W Q O z Q L.9
S 9r�
,r 32 .' o / Q3' _ � Oo � v0 Buz �� 4� SAD. tiS
MIN o / o o ¢ ¢ C �' z a W ' 'We
C
ri X=12"MIN WHEN DOOR z _ u o o z ce < o
HAS CLOSER AND LATCH o Xa Lu w c4 z J ,�FRONT APPROACH N n z = - v v �� S ;r
0 0 0 2 cp t '"�
PULL SIDE PUSH SIDE 12" R`��
3 r77MIN.*�x X TYPICAL ACCESSIBLE ROUTE OF OF 0
o
': v60" MIN 60
Q 4I cc />- o r -V1 I 1 z•
z •
12" 36" 12..
( o
o X ¢ 22" 32°/ 1 N
I1 0.o ��� /MIN. lirMIN N
f
32" jrc, *IF DOOR HAS o L_LU..1
MIN oo BOTH LATCH '
N
X=36"MIN WHEN Y=60" o // AND CLOSER \ // m 5 C/ H
X=42"MIN WHEN Y=54" u:
O
HINGE APPROACH o..
60"DIAMETER TURNING CIRCLE T SHAPED SPACE FOR 180 TURNS �j 00
a.
PULL SIDE PUSH SIDE ADDITIONAL INFORMATION � � z � �
I/ FIGURE 304.3 O M w
v � N
z 1 / 40 ' ¢O z / 0 L.G.. W 03 C3 2 = rn
} 0 24" MIN a a w Q _
00 ' o rr Q 32" 24" MIN ¢ a 2 2
Is r A MIN /` — ;" 1 0 =
32" 1 Ln
ce
MIN X o // CHANGE IN LEVEL-SQUARE CHANGE IN LEVEL-SLOPED Q Ln l�
o / _ t- j---
Y=54"
-
Y=54"MIN IF DOOR HAS LL- Y=48"MIN IF DOOR HAS
CLOSER CLOSER LEVEL CHANGE ON FIGURE 303
DATE: 11/01/2019
LATCH APPROACH TREAD y11"y /12";'DOOR CLEARANCES AT SWING FIGURE 404.2.3.2 DEPTH MINI MIN •-D6 DEMO
-, [C LANV REVISIONS
jr 32" MIN i - 2/ -
M
Q �� � POCKET OR SLIDING DOOR � �
o r
N o 1 ADA DETAILS -
o D 9 = DOORS AND
, 32" jr 32" MIN CLEARANCES
o MIN
00 SWING DOOR BIFOLD DOOR
- P DOOR CLEARANCES AT DOORS FIGURE 404.2.2 STAIR HANDRAILS FIGURE 505.10.2 AND .3
A5 . 00
PLUMBING FIXTURES MOUNTING HEIGHTS
w MIRROR LAVATORY LAVATO NOTE:WALL MOUNTED DEVICES SHALL NOT EXTEND MORE THAN 4"BEYOND WALL SURFACE miligf 3 `-' I L I
R 161/4" MIN
11J 2 36" MIN 3g'XMIN WHEN LOCATED BELOW 6'8" ARCHITECTURE, LLC
VI u z z E
o // z O18" 2808 NE MLK,ste G
~ PIPE WRAP f- 18" 18" 18'
n�i MIN MIN PORTLAND, OR 97212
`�' 7/ TYP a, `" p
--\- �----- - -� - 503.454.6793
IM� 4` E� �� % \-- i i — • • inkbuiltdesign.com
� --o �� m 19" MAX
d Or _ MAX HEIGHT TO ALLKNEE CLEARANCE t I48" z drL, OPERABLE PARTS o = /LSD A}�
AREA 1 e 0 a '��' C r
LAVATORY CLEARANCE , 5 AD ,�►
LAVATORY KNEE , 48" MINI Q ` ROBE TOWEL HAND ` SEAT PAPER TOWER SANITARY '� `'' , 'r C
CLEARANCE AND 8" MIN 6" MAX TOCLEARANCE � ;
' ®� HOOK BAR TOWEL COVER DISPENSER NAPKIN ,; f f
MIRROR MOUNTING ,�/ 48" MIN e''4%C e .fr
CLEARANCE AT LAVATORY lin 17" MIN DEPTH FIGURE 606 APPROACH 1 2 BAR DISPENSER DISPENSER �>L. '^JJ . 1 •`�►,
(8c,
36" R.O. CEILING OF 00
TRANSFER SEAT 15" MAX. 18" 42" z 3"MAX
14" BACK ' in -- PROJECTION
MIN . z _ rill
���� co-
�`
.6, 'ci 'z'c Abj
m m Lu 32" I .;:, z
.=
MA
1 2_ J MIN 24 �,/fiwi 2 Li- " X- \ J
E O>, ,..., 0 z V T .
LnA Er2.:,(--
t
LL
L
� o a z , a Ln
Q o MT W
03
LI,
0 m i A APPROACH i u, C/ 1-
3'X 3'SHOWER BLOCKING FOR GRAB BARS Jr 60" MIN ` \ ` \ \ \ _ ! a \ \ C3 i) a
AT SHOWER LOCATIONS FEC HORN/ STROBES THERMOSTAT/ ROOM O p
URINAL MOUNTING HEIGHT CLEARANCES AT SHOWERS FIGURES 608 CLEARANCE AT WATER CLOSETS FIGURE 604.3 STROBE SECURITY/ SIGNAGE Se a Q
6" MAX FIRE ALARM 0 �c c 1- 2
36" MIN AREA OF BLOCKING FOUNTAIN WALL MOUNTED DEVICES AND APPLIANCES CD G z 2 N
AT FRAMED WALL 58 Np 17"- 19"----Jr 30" DEPTH 30" CX Ll.! 2 Q ICI
F- al
12" MIN NOTES m 0 L'
52"TYP H F ♦ �j
��::�r n �i z z O
;D THESE DIAGRAMS ARE BASED OF THE INFORMATION CONTAINED IN THE ICC
z
U
, O� �_ o i� A117.1-2009 AND CHAPTER 11 OF THE BUILDING CODE. THEY ARE REPRESENTATIVE I = cn p
u
A �t v U
T � ream."- ' •� OF THE GENERAL REQUIREMENTS THAT APPLY TO THIS PROJECT. THEY ARE NOT N
OQ J Q
:��a.
a' ~c� REPRODUCTIONS OF THE INFORMATION CONTAINED IN THE ICC A117.1-2009. REFER : Q ,--
z �_
0 TO THE ICC A117.1-2009 FOR ADDITIONAL INFORMATION. _
`�'` i ' "
a, FREE-STANDING FIXTURE BUILT-IN FIXTURE DATE: 11/01/2019
Jr, 18" TP 3 -3"
EQUIPMENT 48" MIN •D6 DEMO
GRAB BARS AT WATER CLOSETS FIGURES 604 17"_ 19" nO PERMITTED IN REVISIONS
SHADED AREA
INT' Z g
r,/ 0 ON o.
\ - _ 0 W ~ H �-
,- c- g = 8 111FAZ///1
j I
N _o - p m
17"- 19" ADA DETAILS
N \L) \ + z\ 8" MIN 24" MAX PLUMBNG FIXT. AND
Al
• oN OUTLET SWITCH OUTLET ABOVE FIRE ALARM PULL F, �� FIXTURE IN ALCOVE MOUNTING HTS.
- CO COUNTER STATION N a, 6 MAX 1
TOILET ROOM ACCESSORY MOUNTING HEIGHTS WATER COOLERS AND DRINKING FOUNTAINS FIGURE 602 A 5 . 0 1