Plans (7) BUP2019 -00317
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OFFICE COP'S
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FIRE EXTINGUISHER CABINET SHALL NOT
PROTRUDE MORE THAN 4" FROM THE FACE DOOR SCHEDULE E F IE GWYN
FIRE EXTINGUISHER, OF THE WALL. CABINETS THAT PROTRUDE
L IN OPENING PER MORE THAN 4"SHALL BE MOUNTED WITH
INSTALL
THE BOTTOM AT OR BELOW 27"A.F.F. DOOR INFORMATION FRAME DETAILS REMARKS ��ALS ONMANUF. ,�
-- SEE WALL
TYPES FOR NO. ROOM NAME WIDTH IHEIGHT ITHICK. I MATERIALI FINISH ITYPE IGLAZINGILABEL TYPE IMTERIAL GLAZING SILL HEAD JAMB
ADD'L. INFO. 101 LOBBY 3'-0" T-0" 13/4" EXISTING TO REMAIN 20MIN. o
102 CONFER 3-0" T-0" 13/4" WD STAB) A 1 STL 6/A8.1 1
103 OFFICE 3'-0" T-0" 13/4" WD STAIN A 1 STL 6/A8.1 1 t't
104 OFFICE 3'-0" T-O" 13/4" WD STAIN A 1 STL 6/A8.1 1 'tet
- •'" '" - :'- : ` ', 105 OFFICE 3-0" T-0" 1 3/4" WD STAIN A 1 STL 6/A8.1 10 11.107 STORE 3'-0" T-O" 13/4" WD STAIN A 1 STL 6/A8.1 1 >000ft11111111% i
109 STAFF T-O" T-O" 13/4" WD STAIN A 1 STL 6/A8.1 1 U ;
110 CONFER 3'-0" T-O" 13/4" WD STAB) I A 1 STL I&ABA 1 =
w
w�
SC.= SOLID CORE WOOD DOOR ALUM. = ALUMINUM HM = HOLLOW METAL NIFR. = MANUFACTURER STL.= PREFIN. STEEL FRAME U ILI•�n
NOTE: MTL. = METAL INSULATED WD = WOOD ruN
REFER TO"EXITING GENERAL NOTES"NOTE#2 AECE tl E) (3) i
ON"FIRE AND LIFE SAFETY PLAN"FOR FIRE
EXTINGUISHER CABINET MOUNTING HEIGHTS 0�
DEC 12 2019 Mo
City of Tigard CITY OF 7GARD
FIRE EXTINGUISHER CABINET DTL. 5 Appr ed Plans SU!!D1NaU1�nS1n1
13-2 0 SCALE: 3"= 1'-O" O/OR-TIGARD 9900 SW GREENBURG RD DETAILB/FEC DT 1 ���� � ��-�
2 [00§(Types: Frame Types: Notes
3 SCWD - SOLID CORE WOOD
STL - PREFINISHED STEEL FRAME W C
DOOR ALUMN - ALUMINUM uosniuurr DESIGN PER HM - HOLLOW METAL
PER SCHE°may
4 SCHED -I -I Remarks
68M SW 105th Ave.S'e. P
6 Beoverton.Oregon 970=8
1. PROVIDE HARDWARE THAT IS READILY OPENABLE FROM THE EGRESS SIDE WITHOUT p 503.469.0505
2 5/8"TYPE"X"GYP. BD. F w 8.1 u� THE USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT,PER OSSC SECTION 1008.1.9. f 503.469.9878
� @ FRM'D � 1.800.241.3668
SNAP-ON TRIM. 2 w WALL w
(MATCH EXISTING WHERE x = _
APPLICABLE) 0 K Ny
SHIM AS REQUIRED ILL a
3 PREFINISHED STEEL FRAME
w F.F.
IL - - - - - -
TIMELY
�'�., ;\ "All FACTORY FINISH
CONSTRUCTION ASSEMBLY
UL DESIGN NO. U305 GLAZING PER SCHEDULE "1 " DOOR HARDWARE GENERAL NOTES: Z N
NOTES DESCRIPTION 1
W Z O �
O 2x4 STUDS AT 16"O.C. U.O.N. 1. ALL DOORS TO HAVE LEVERS FOR ACCESSIBILITY r n L0 Z
NOTE: SOUND INSULATION AS 2. INTERIOR DOORS TO HAVE MAXIMUM EFFORT OF 15 LBS TO OPERATE,EXTERIOR V- W 0
O ONE LAYER 5/8"TYPE'X'GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED REFER TO FRAME TYPES SCHEDULE OCCURS DOORS:8 1/2 LBS, FIRE RATED DOORS: 15 LBS.NON FIRE RATED DOORS SLBS. W LU
PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2x4 WOOD STUDS 16"O.C.WITH 1-1/4" FOR FRAME STYLE AND FINISH �/�
TYPE W DRYWALL SCREWS 12"O.C. 3. REQUIRED EXIT DOORS TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY O Q (n O
WALL TYPE GENERAL NOTES. JOINTS STAGGERED 16"ON OPPOSITE SIDES. (LOAD-BEARING) WINDOW JAMB DETAIL
4. HANDLES, PULLS, LOCKS AND OTHER OPERATING DEVICES ON DOORS,CABINETS, (r Q
O 3-1/2"SOUND BATT INSULATION PREFINISHED STEEL FRAME PLUMBING FIXTURES AND STORAGE FACILITIES SHALL HAVE LEVER OR OTHER SHAPE r�r� I>- W w
PERMIT
NG
TION BY
IST OR
E AND NOT
RING
11 SCALE: 3" = 1'-0" G/OR ncaRO ssoo sw GREENBuftG Ro DETAILS wwoow_nMELv-JAMB GRASPING,P PINCHING OR TWISTING OTHER THAN EXRERIOR DOORS,THERESHALL BE cLLc r Z C�
1. PROVIDE MOISTURE/MOLD RESISTANT GYP. BD.ON ALL WALLS EXPOSED TO MOISTURE 4 SHEAR PANEL(AS OCCURS)SEE STRUC.SHEAR WALL PLAN. G U -
&BEHIND ALL PLUMB.FIXTURES. O NO GREATER THAN Slbs FORCE(2.22N).DOORS SHALL COMPLY WITH OSS=. SECTIONS � ll J T-
ACTUAL FIRE RESISTANCE RATING 1 HOUR FIRE 1008.1.3, 1008.1.9.1 AND 1008.1.9.2 L O 0 Q
2. VERIFY w/TENANT WHICH WALLS ARE TO HAVE SOUND BATT INSULATION U.O.N. 5. ALL NONFERROUS HINGES TO BE STAINLESS STEEL. Z LL �" 1n Of
3. TYPE'X'GYP. BOARD IS NOT FOR"FIRE RATING PROTECTION"U.O.N. SOUND RATING 35 TO 39 STC ^ Z CD
6. VERIFY DOOR TYPES W/BUILDING TENANT PRIOR TO ORDERING. ONN
�/� W �
4. EXTEND SOUND BATT INSULATION IN WALLS TO TOP OF STUD WALLS U.N.O 7. (NOT USED) Z V) CO
PLYWD. SHEAR WALL W O m Z
5. LIGHT GAUGE FRAMING INSTALLER I CONTRACTOR TO CONFIRM GAUGE FOR STUD FRAMING.LIGH WHERE OCCURS Q W
GAUGE STUD FRAMING HEIGHTS NOT TO EXCEED MAX.WALL HEIGHT BASED ON GAUGE THICKNES WOOD STUD - 1 H R RATED 8. SEE"MINIMUM MANEUVERING CLEARANCES AT DOOR"THIS SHEET FOR ADDITIONAL
W
5/8"TYPE"X"GYP.BD. INFORMATION, NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BEFORE
2a PROCEEDING WITH AREA OF REQUIRED WORK. C�
6. SSMA 350 S 125 - 43 SNAP-ON TRIM. ( '
Y 9. CONTRACTOR/HARDWARE SUPPLIER TO PREPARE FINISH HARDWARE SCHEDULE FOR v J
MAT'L THICKNESS
w (MATCH EXISTING WHERE W
1 1
REVIEW AND APPROVAL BY TENANT/ARCHITECT. � 0 (n
FLANGE WIDTH _ - _-__ _ APPLICABLE) Z U O
STYLEXX 10. ALL DOOR HARDWARE ITEMS TO BE SPECIFIED BY THE DOOR HARDWARE O
SHIM AS REQUIRED SUPPLIER AND APPROVED BY THE BUILDING OWNER/ARCHITECT.ALL DOOR O
MEMBER DEPTH _GLAZING SCHEDULE NOTES: 3 PREFINISHED STEEL FRAME HARDWARE SHALL MEET REQUIREMENTS OF APPLICABLE BUILDING CODES. Q
STEEL STUD MFR.ASSOCIATION � �
1. ALL EXTERIOR GLAZING TO MEET STATE OF OREGON ENERGY CODE REQUIREMENTS FOR a 11. VERIFY LOCATION OF ALL ACCESS CONTROL DOORS W/OWNER PRIOR TO
7. ALL INTERIOR FINISH TYPES AND LOCATIONS TO BE VERIFIED WITH BUILDING OWNER PRIOR TO CLIMATE ZONE 4C. MAX WINDOW ASSEMBLY'U'FACTOR TO BE EQUAL TO 0.30 W/A SHGC=0.32 J. PROVIDE WOOD BLOCKING IN WALLS AS REQ'D. FOR INSTALLATION OF ANY WOOD CHAIR RAILS,
ORDERING. 06 v J
INSTALLATION OF LOW VOLTAGE WIRING. ^
2, ALL GLAZING TO MEET 2014 OEESC. REQUIREMENTS.THICKNESS SHOWN ARE FOR ¢
8ENERGY CODE.GLAZING CONTRACTOR IS RESPONSIBLE FOR MEETING LOADING 12. (NOT USED) I I j
BASE, PANELING,CROWN MOLDING,SHELVING AND ANY RUNNING TRIMS REQ'D.BY TENANT. CONDITIONS, SAFETY GLAZING, FASTENER REQUIREMENTS, ETC. 13. ALL INTERIOR WOOD DOORS TO BE SOLID CORE U.N.O. �••
9. ALL NEW NON-FULL HEIGHT INTERIOR PARTITION WALLS SHALL BE BRACED TO THE 3. STOREFRONT/CURTAIN WALL SHOWN IS GENERIC. SUB-CONTRACTOR TO SUBMIT DOOR PER PLAN J
SHOP DRAWINGS TO SHOW PROFILES, CAULKING,AND IS RESPONSIBLE FOR MEETING
FLOOR/CEILING STRUCTURE PER BRACE DETAIL. LOADING CONDITIONS&FASTENER REQS. DBL. STUD @ JAMB,TYP. O
10. INSULATION: 4, PROVIDE TEMPERED GLAZING IN ALL DOOR LITES,ABOVE ALL DOOR OPENINGS AND SOUND INSULATION AS
ALL INSULATION MATERIALS, INCLUDING FACINGS,SUCH AS VAPOR BARRIERS OR BREATHER FIXED PANELS ADJACENT TO DOORS WHERE THE NEAREST EXPOSED EDGE OF THE OCCURS
PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,WALLS,CRAWL SPACES OR ATTICS, GLAZING IS WITHIN A 24-INCH ARCH OF EITHER VERTICAL EDGE OF THE DOOR INA DOOR JAMB DETAIL C)
SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS x�
EXCEED 450 WHEN TESTED IN ACCORDANCE WITH IBC.CHAPTER 8. THAN 60-INCHES ABOVE THE WALKING SURFACE.
PREFINISHED STEEL FRAME 1 1 1
WHERE APPLICABLE WHEN SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES OF TYPE V AND WHERE:
GLAZING IN AN INDIVIDUAL FIXED PANEL THAT MEETS ALL OF THE FOLLOWING CRITERIA: SCALE: T.
= 1'-0" S/COMMERCIALIDETAILB/DOOR_WIND/TIMELV.DOOR JAMB DTL WD T
CONSTRUCTION AND ARE PROVIDED SO THAT THE FACING IS INSTALLED IN SUBSTANTIAL 1
CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH,THE • EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQ. FT.
FLAME-SPREAD AND SMOKE-DEVELOPED LIMITATIONS DO NOT APPLY TO FACINGS.
2x4 DF#2 STUDS @ 24"O.C. • EXPOSED BOTTOM EDGE IS LESS THAN 16-INCHES ABOVE THE FLOOR V
11. ALL"O.C'MTL. STUD SPACING FOR WALLS THAT ARE TO RECEIVE CERAMIC TILE TO BE A • EXPOSED TOP EDGE IS GREATER THAN 36-INCHES ABOVE THE FLOOR ui
MAX 16"O.C. NOTE:X=12"IF DOOR HAS BOTH CLOSER AND
• ONE OR MORE WALKING SURFACES ARE WITHIN 36-INCHES HORIZONTALLY OF THE LATCH,0"ALLOWED W/NO CLOSER INSTALLED NOTE:Y=48"MIN. IF DOOR HAS NOTE:Y=48"MIN. IF DOOR - Q
TYPE"X"GYP. BD. c
12. AT FULL HEIGHT FRAMED WALLS, EXTEND GWB.6"ABOVE FINISH CEILING HEIGHT UNLESS PLANE OF THE GLAZING. PER ANSI TABLE 404.2.3.1 80TH LATCH AND CLOSER HAS CLOSER
OTHERWISE NOTED SOUND BATT INSULATION
�^ 13. WHERE CERAMIC TILE OCCURS ON WALLS,REPLACE 5/8"GYP.WALL BOARD W/5/8"CEMENTITIOU GLAZING SCHEDULE: 54" r
`T BACKER BOARD.TILE WALL APPLICATION TO BE PER THE FOLLOWING m Z PUSH SIDE MIN. Z Z PUSH Z iv Z m O
CERAMIC TILE } PUSH } SIDE v
-DRYSET OR LATEX PORTLAND CEMENT BOND COAT a SIDE 24"
-MEMBRANE(IN WET AREAS) GL-1 1/4"CLEAR TEMPERED FLOAT GLASS MIN. O
E
°i IT WILL BE THE RESPONSIBILITY OF THE TILE SUB-CONTRACTOR/INSTALLER TO INSTALL ALL Q
m THE WALL TILES AS REQUIRED FOR PROPER INSTALLATION TO METAL STUD WALL ASSEMBLIES. (d) (e)
o. 4'-0" FRONT APPROACHES-SLIDING SLIDE SIDE APPROACH-SLIDING
DOORS AND FOLDING DOORS DOORS AND FOLDING DOORS
0
a
m
" DATE
WALL HEIGHTS : PULL SIDE r PULL SIDE PULL SIDE (DIRECTION OF APPROACH
11/13/2019
g -------,1 - - -
------ _. 11 II II 1- - - -1 p F-
A91 11 ; o z za~ z NOTE: REVISED DATE
11 m P FERR } I ( Z 1. ALL DOORS IN ALCOVES
ADJACENT I1 x } 24" r _ 1 12/23/2019
X WALL UP TO 6"ABOVE ADJACENT CEILING FRAMING 2X4 W 00 D STUDS GL-1 18" 24" SHALL COMPLY WITH THE
ii DOOR ij MIN. v MIN MIN. CLEARANCES FOR FRONT
1 a INT. WALL ASSEMBLY A
APPROACHES
DRYWALL JOINTS STAGGERED 24"ON EA.SIDE AND ON OPPOSITE SIDE 2. ALL DOOR APPROACHES
NY WALL UP TO UNDERSIDE OF FLOOR DECK ABOVE
I I 11 SHOWN MAY NOT BE
11 (a) (b) NOTE: (c) NOTE: (� APPLICABLE FOR THIS
FRONT APPROACHES- HINGE SIDE APPROACHES IF Y=60",THEN X=36" LATCH SIDE Y=54"IF DOOR LATCH SIDE APPROACH-SLIDING PROJECT.
2X4 WOOD STUDS
1 b j SWINGING DOORS -SWINGING DOORS IF Y=54",THEN X=42" APPROACHES- HAS CLOSER DOORS AND FOLDING DOORS
INT. WALL ASSEMBLY
_,I Ii _ _ _FINISH FLOOR SWINGING DOORS
( SHEET
m SAME AStaEXCEPT OMIT SOUND INSULATION INTERIOR RELIGHT MANEUVERING CLEARANCES AT DOORS
A/rr OFFICE 104, 105 MINIMUM ACCESSIBLE FLOOR CLEARANCE A8 1
SCALE: 1/4"=1'-0" O:/OR-TIGARD9900SWGREENBURGRD/DETAILS/WINDOW_1 SCALE: 1/4" = 1'-0"
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