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BUILDING DIVISION.. :.
NOTE: REFER TO PR _L IMiNARY CIVIL DRAWINGS E3Y GSA FOR EXACT GRADE ELEVATIONS. t .O
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SITE TAEULATION
EXTERIOR ACCESSiBL ITY GENERAL NOTES LOT AREA = 16,398 Q. FT. 111 CD +—
4" C®NC 1, The minimum clear width of an accessible route sha Ii be 36 inches except at doors,
ALLOWABLE LOT COVERAGE : 85% X 1e.,398= 13,938 scl.ft.
See Section 1109.92. Where an accessible route includes a 180-degree turn around 9. Ramps having elopes steeper than 1 unit vertical in 20 unite horizontal (5% MAXIMUM (F.A.R.) 40% X 16,398= 6,559 SQ. FT.
Y an obstruction which is less than 4S inches wide, the clear width of the accessible slope) shall have handrails on both sides. Handrails shall be continuous, �-
. . � route around the obstruction sha l l be 42 inches minimum.
except t shall not be required at a point of acces8 along the ramp.
. a
passing spaces at least 60 I-landraTle shall extend at least 12 inches beyond the top and bottom of any ramp•°•� a d a A a °: U° Where an accessible route to less than 60 inches wide, passing y p g p
inches by 60 inches shall be located at intervale not to exceed 200 feet. A segment. Per 1994 UBC Section 1109.116. REQUIRED LANDSCAPING = 1✓-% X16,398= 2,40 SQ. FT. -'S
. t-shaped intersection of two corridors or walks may be used ae a passing space. 10. Any portion of the edge of a ramp and its associated landings which is more than L . Per 1994 UBC Section 1109,4.1. 1/2 inch above adjacent reds or floor shall be provided with edge protection In LANDSCAPING PROVIDED =32 1 SQ.1=T. OE
2. Accessible routes shall have a clear height of not less than SO inches. Where the accordance With the following: p g p Z
4 vertical clearance of an area adjoining an accessible route is leas than S0 inches, In 1,
. J g A. Walls and curbs. Uktien used, walls Is or curbs shall be not leas than 2
3" CLEAR but more than 21 inches, a continuous permanent barrier shall be Installed to inches in height above the surface of the ramp and landings.LE R
p g p g PARKING T I I * v r v r ffi Tnt such areas of r I r n lrF I I e ant t o c o educed c ea a ce. 1 I �l
Per 994 UBC Section 1109�2.
�. Railings. Uk�en used, railings shall comply with Section 1109:1 and 0 __I.
i "�� DETAIL 3. An accessible route shall have a running slope not greater than 1 unit vertical in shall also comply with one of the following: Z Of
1'4._
N.T.S. 12 unite horizontal (833% slope) An accessible route with a running elope greater C. An intermediate rail mounted 11 inches to 1 inches above the ramp or PARKING OFFICE 21 MINJ1000 n
than 1 unit vertical in 20 unite horizontal (5% sloe) shall I com I with Section f
i f or p comply
land n sur ace o
1109.1. l of an accessible r
g SQ. FT. OFFICE 6,35-1/1000 =6AX21 = 1128 STALLS 0__
09. . Gross slopes es o a access b e outs shall not exceed 1 unit vertical in
D. Unencloaed floor and roof' openings, o en and lazed sides of stairways, ci) y
% el-2"
, -2 50 unite horizontal (2% slope). Per 1994 UBC Section 1109.43. landings and ramps, balconie or rc.�open
which are more than 30 inches above grade = _
W.
r, I I 4. Accessible routes and accessible spaces shall have continuous common floor or ramp or floor below, and roofs used for other than service of the building hall be g TOTAL REQUIRED - 1-1.28 ST L�."S - 18 ST'> LLS —�
\ surfaces. Abrupt changes in height greater than 1/4 inch shall be beveled with a protected b a guardrail. The top of uandrails shall not be lees than 42 inches TOTAL PROVIDED = 19 STALL
® W1-IITE LETTERS 4 p 9 g 9 p y 9 p g g �( �'Tt ft �
elo a no greater than I unit vertical in 2 unite horizontal (50% sloe). Changes in height. en guardrails shall have intermediate rails or an ornamental pattern iT „
p g p g g � g p - ... .ls�l�•
SYMBOLS ON GLUE ...., ...� �'
• ,,n
� in level greater than 1/2 inch shall be accomplished by means of a ramp meeting the such that a sphere 4 inches in diameter cannot pate through Per 1994 .UBC Section ��� ����-�••••• •�•••• ( �' � � V J
BACKGROUND roved,. .... ............. U
requirements of Section 11097. Per 1994 UBC Section 1109��. 509• 13 STANDARD SPACES conditionally "'..'...'."..`
(STATE OF OREGON) 11. Exposed ramps and their approaches shall be constructed to prevent the accumulation S COMPACT SPACESrr�ig!tl� �� des rer�ed#� + '- u Letter 5. The maximum slope of a ramp shall be 1 unit vertical In 12 units horizontal iPF i�fi1T l0 111'4 0 ---- z
of water on walking surfaces. Per 1994 UBC Section 1109.1.8 - ( 3a
1" 1-IIG LETTERS W/ (833go eloped the maximum rise for any run shall be 30 inche8. Per 1994 12, Ramps on accessible routes shall have & siip-resistant surface. Per 1994 USC Section 1 VAN ACCESSiBLE SPACE
USG Section 1109 12. It. ( �
STANDARD WORDING PER 6. The cross slopes of a ramp shall be a maximum 1 unit vertical in 50 units =�t drs Gc1 ' F
p p 13. nr•esholds at doors shall comply with Section 1109,4.4. Thresholds at doorways shall ;-� � _��
HANDICAP CODE REGZMTS. p y y � � �.___. �./._ �horizontal (2% elope). Per 1994 UBC Section 110913. not exceed 3/4 inch in height for exterior sliding doors or 1/2 inch for other types 1. The minimum clear width of a ramp shall not be Tess than 36 inches. Per 1994 of doors. Raised thresholds and floor level than es at accessible doorways shall be E3U 1 1— CD ING T o f `
�
UBC Section 1109.1.4. beveled with a elope no greater than i unit vertical in 2 units horizontal (50
8. Ramps within the accessible route shall have landings at the top and bottom, elope). Per 1994 UBC Section 1109.93. BUILDING OFFICE SPACE AREAS: ' ' DRAWN
= and at least one intermediate landing for each 30 inches of rise. Landings LOWER FLOOR O1rICE AREA:
METAL SIGN FASTENED shall be level and have a minimum dimension measured in the direction of ramp (INCLUDING STAIR) 3, 22 5Q. T. pcYTY CHSp
r E ED run of not less than 60 Inches. Where the ramp changes direction at a landing, ° °cc�zpaacYd _wiair:o
SECURLEY TO POST the landing shall be not lase than 60 inches by 60 inches. The width of any UPPER FLOOR OFFICE AREA- Fire Sprinkler Construction Ty DAM
2 935►5Q. FT. .
landing shall be not less than the width of ramp. €dor
t o the a Per 1994 UBC Section ed C�rtr
Rat
��� 11091.5. p (NOT INCLUDING STAIR) Fire Alarm 5-18-05
2 STL. POST CENTERED !
it Energy Cade
�` tnbttt� X0,3`R�4� Q. T. Accessibility GOALIE
TOTAL GROSS !BUILDING iNG O1FiC .
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Truss Engineering JOS.NO.
Illi.FIllliIIIi1I111111I1111Iliiii ul 1111 MECI-IANiCAL EQUiPTMENT Shop Drawings 44]5Q. FT.
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BASEMENT Other 8NINT
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N i C A PPED PARKING (
MAY y
172005
N.T.S.
R3vi8IONS i r
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N E A CCE SS f I I T I N T I ® N T:
GENERAL. NOTES
NOTE TO PLANS EXAMINER: SEAM KEYNUMBER IN PARENTHESIS iN FRONT OF BEAM SiZE ON
1. The minimum clear space fora single wheelchair shall not be less than 30 inches wide 24. Grab bars shall have an outside diameter of not less DOCUMENTS REFER 1 ENCES PAGE OF STRUCTURAL CALCULATIONS U-!E LOADING SUMMARY AND
CALCULATION FOR THAT MEMBER IS LOCATED.
by 48 inches long. Per 1994 MC Section 110923.1. than 1-1/4 1nc:hee or more than 1-1/2 inches. Handrails
2. Spaces under obstructions, work surfaces or fixtures may be included In the clear floor shall have an outside diameter of not less than 1-1/4 THESE NOTES ARE GENERAL iN NATURE AND INTENDED TO STIPULATE MiNiMUM STANDARDS OF
space if they are at least 30 inches wide, a minimum of 21 inches high and not more than inches or more than 2 inches. l-landrails and grab bars CONSTRUCTION. THE DR4WiNGS SI-TALL GOVERN OVER Ti- NOTES IN ALL MATTERS SPECiFICALLY
19 inches deep. Clear toe space shall be not less than 9 inches high and may extend a shall provide a clearance of 1-1/2 inches between the INDICATED_ THESE DRAWINGS ARE FOR A SINGLE SPECIFIC CLIENT TO BE USED FOR
maximum of 6 inches beyond the knee space. Per 1991 UBC Section 110923.3. handrail or grab bar and the wall. CONSTRUCTING A SINGLE PROJECT. PETER MAGARO ARCHITECTURE, PC. iS THE AUTHOR
3. Where the clear floor apace allows only forward approach to an obJect, the maximum high OF THESE DOCUMENTS AND RETAINS ALL COMMON LAW AND STATUTORY RIGHTS, INCLUDING THE
forward reach allowed shall not be higher than 4S inches►. Reach obstructions 20 inches 25. The structural strength of handrails, grab bars, tub COPYRIGHT. THESE DRAWINGS ARE NOT TO BE USED 5Y ANY PARTY OTHER THAN THE
or less deep may project into the clear space provided that knee clearance is maintained shower seats, fasteners and mounting devices shall meet ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT WITH THE ARCHITECT.
according to Section 1109233. Reach obstructions greater than 20 inches deep may t following specifications• . ) D
r; protect into the clear space provided that the reach obstruction shall not exceed 25 inches THE ARCHITECT SHALL NOT HAVE CONTROL OR NOR SHALL SE RESPONSIBLE FOR CONSTRUCTION ,�.
deep and maximum high forward r i i T hT T minimum ep the a g each shall not exceed 44 inches gh. he Tn mum low A. Bending stress in a handrail, grab bar or seat 1"IETi-MODS OR TECHNIQUES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS USED OR REQUIRED �, �'
forward reach shall not be lower than 15 inches. Per 199-1 UBC Section 1109233. Induced by the maximum bending moment from the IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, �"3 r n
y g
4. UJhere the clear floor space allows parallel approach by a person in a wheelchair, the application of 250 pounds shah be less than the SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THEIR W C)
P :i• MA ARO
maximum high side reach allowed shall not be higher than 54 inches. Obstructions no greater allowable stress for the material of handrail, FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WiTH THE CONSTRUCTION DOCUMENTS. �' B s, ' ;,4• �1
than 34 inches high and no more than 24 inches deep may be located in the side reach area ON, OR
4rovided that when such obstructions are present the side reach shall not be hl her than grab bar or seat. IF THE CONTRACTOR DISCOVERS ANY DEFECTS iN THE CONSTRUCTION DOCUMENTS, HE SHALL
6 inches_ The minimum low aide reach shall n of be lower than 9 inches. Per 199"1 g G PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE ARCHITECT SO TWAT THE ARCHITECT MAY
e �' $ B. shear street) induced In a handrail, grab bar or
Section 110923.6. CORRECT SUCH DEFECT. IF THE CONTRACTOR FAILS TO DO SO, HE SHALL SEAR ALL COSTS ��� �2
seat by the application of 250 pounds shall be ASSOCIATED WITH PROCEEDING CAUSED SY SUCH DEFECT. IF TH CONTRACTOR I OF 0 lv
5_ Door, cabinet, storage and plumbing fixture hardware shall have a lever for operation lees than the allowable shear stress for the EFE E RAC OR D SCOVERS
by arm or wrist with a force no greater than 5 pounds. Exterior doors excluded. Per material of the handrail, grab bar or seat. If A DEFECT IN CONSTRUCTION RESULTING FROM THE WORK OF THE ARCHITECT, WE SHALL NOTIFY j o
UBC Section 11093.1• THE ARCHITECT iN WRITING, AND ALLOW ARCHITECT TIME TO SUGGEST REPAIRS. iF THE CONTRACTOR
•6_ Doors shall have a clear minimum width of 32 inches. Per 1994 U$C Section 1109.92. this connection between the handrail, grab bar or DOES NOT NOTIFY THE ARCHITECT IN WRITING, OR ALLOW REASONABLE TiME TO SUGGEST REPAIRS, c) o
at and its mountin bracket or other support is rn
1. Carpeting and floor mate shall be secure! fastened to provide a firm, stable and smooth g pp OR DOES THE REPAIRS NOT IN CONFORMANCE WITH THE ARCHITECT SUGGESTED METHODS THEN z c
p g y p considered to be fully restrained, then direct and THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH SUCH DEFECT_ O o
surface. Per 1991 USC Section 1i091o2. torsional shear stresses shall be totaled for the i=- a ,-
S. Showers and toilet rooms shall have slip resistant flooring. Per 1991 UBC Section 1109.63. -4-' +V CN1
combined shear stress, which shall not exceed the THE CONTRACTOR iS RESPONSIBLE FOR SAFE CONDITIONS AT THE JOS SITE AND FOR TEMPORARY U - d-
9. Door closers shall be adJueted to close from an open position of 10 degrees in not less allowable shear stress. SUPPORT OF THE STRUCTURE PRiOR TO COMPLETION OF THE VERTICAL AND LATERAL LOAD `"
than 3 seconds, to a point 3 inches from latch. Per 19911 .UBC Section 1109.9.1. O
� o�
p SYSTEMS. ALL WORK SHALL DONE IN COMPLIANCE �
RK LL BED GO AN IHT
NE PL CE W T HE GOVERNING STATE AND LOCAL ��� � o �
10. Door hardware shall be lever type mounted at a maximum height of 48 inches above finished floor. -� �n
C. Shear force induced In a fastener or mounting CODES [NANC ! A
CODE AND ORD ES. VER FY ALL DIMENSIONS PRIOR TO ERECTION.
Per 1991 UBC Section 1109.9.8. Doors along accessible routes sha I i comply with the device from the application tion of 250 pounds shall l be 8 ° CD
pp p in D o
following opening forces_ Per 1991 MC Section 1109.9: less than the allowable lateral load of either the o �,
Exterior Doors: 8-1/2 pounds m �-
fastener or mounting device or the supporting ���Q
p g pp g
interior Doors: 5 pounds structure, whichever is the smaller allowable •? N`..+z
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11. There shall be an unobstructed floor space of 5 feet diameter within a toilet room. load. �L �-
y way by L- i GAE STEEL FAM iNC Entr door wa encroach b a maximum of 12 inches. Per 11 UC Section 110 .10.2. W U)
D. Tensile Force induced in a fastener by a direct w
12. The clear lateral distance from the centerline of a water closet to the nearest Q
obstruction sha I I not be lees than 18 inches on either side_ Per 1991 UBC Section tension farce of 250 pounds plus the maximum O 0
foment from the application of 250 pounds eha Il be L Steel is to be: fI c Q
13. The height of water closets shall be between 11-19 inches as measured from finished less than the allowable withdrawal load between a. ASTM A-446 Grade D (Fy = 50 KSi) for 16 gage and heavier. 0 0)
g =' floor to top of seat. Per 1991 UBC Section 1109.1032. the fastener and the supporting structure, b_ ASTM A-446 Grade A (Fy - 33 KSI) for 18 gage and lighter. Q s a
14. Grab bars shall be installed on the wail at one side and at the back of the water 2. All fabrication, erection and identification of light gage steel
4) _E
closet. The to of grab bars shall be not less than 33 inches and not more than 36 26. Accessible sinks in lunch rooms, classrooms, community framing shall conform to U.B.C. Standard 21-9 and A.i.S.i. specifications. Q
inches above and parallel to the floor. Grab bars located at the side of the water kitchens and similar common areas shall comply with 3. Fastening of components shall be with self-tapping screws.
closet shall be a minimum of 42 inches in length and located not more than 12 inches this subsection_
from the rear wall and extend at least 54 inches from the rear wall. Grab bars 4. Steel etude or Joists shall be "C" etude or Joists with stiffened lips as
located at the back of the water closet shall be a minimum of 36 inches in length 21. Sinks shall be mounted with the counter or rim no manufactured by Inryco/milcor, Angeles Metal Systems, Knorr or approved.
and shall extend at least 12 inches beyond the center of the water closet toward higher than 34 inches above the finish floor. Size and gage are as noted on drawings or as required by code. v
the side wall and at least 24 inches toward the open side of the water closet. Per 9 g g g q y
5. Provide all accessories including, but not necessarily limited to, tracks, clips, _
1991 U$C Section 1109.10.53. 28. Knee clearance that is at least 21 inches high, 30 web stiffeners, anchors, fastening and other accessories required for a
15. Mush controls shall be hand operated or automatic and be mounted for use from the wide inches wide and S inches deep shall be provided g
side of the water closet area and not more than 44 inches above the floor. Controls p �' complete and proper installation. Q n
underneath sinks. 6. End blocking shall be provided where Joist ends are not otherwise restrained from
and operating mechanisms shall be operable with the wrist or arm and not re airs tight g p J
p g p q g ____I z
pinching or twisting of the wrist. The force required to activate controls rotation.
grasping, p g g q 29. l-�landrails shall be continuous along both sides of the T shall l
shall be not greater than 5 pounds-force. Per 1991 U15 C Section 11093 4. it o on switchback or dogleg 1. Joists eha be located directly over bearing studs, unless otherwise noted. JJj
p stairs. Thy,. inside handrail o ew tchba
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16. Toilet paper and other stall diepeneere or receptacles shall be installed within easy stairs shalll always be continuous. S. Splices in axially loaded studs shall not be permitted. CO > Z
reach of the water closet, and shall not interfere with unobstructed floor space or grab
bar use. Toilet paper dispensers shall be Metalled within the reach range in Section 30. If handrails are not continuous, they shall extend at S. Studs shall be securely attached to flanges of both upper and lower trades. <1; Ci
11092.33 and a minimum of 36 inches from the wall behind the water closet. Other least 12 inches beyond the top riser and at,least 12 ILI
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0
dispensers shall have reach ranges as specified in Sections 11092.3.5 and 110923.6. inches 1us the width of one tread beyond the bottom 10. Provide 16 gage cont. metal stud bridging at top and bottom of ceiling Joists
p y
Per U$C Section 1109.1033. riser_ At the top, the extension shall be parallel at 48"O.C., secure to perimeter walls typical. 0 I__I p p 11. A clear floor space of at least 30 inches by 48 inches shall be provided in front with the floor or ground surface. At the bottom, the ill
of lavatories and may include knee and clearance. r 1 1 U Section 1109.10.1.1. handrail shall continue to slope fora distance of the ti--to s a ay c ude ee a d toe c earance. Fe 99 BC The
01 (Y.
18_ Lavatories shall be mounted no higher than 34 Inches from finished floor to rim or width of one tread from the bottom riser. he .111- 0
counter surface. Per 1991 USG Section 1109.10.12. remainder of the extension shall be horizontal.
O
19. The total depth of clear space beneath a lavatory shall be at least 11 inches of which AD A ACE SSO'RY NOTES;
toe clearance shall not be more than 6 inches of the total depth. Knee clearance shall 31. The clear space between the handrails and the wall
, shall be i-1/2 Inches. 0
be at least 29 inches at the edge of the rim and 21 Inches high measured 8 inches under �'
g g
the rim and 30 Inches wide. Toe clearance sha i l be 9 inches high and extend under the
32. Gripping surfaces shall be uninterrupted by newel A. MINIMUM 30" x 48" CLEAR FLOOR OR GROUND SPACE IS OL. d) W
rim of the lavatory a minimum of 11 inches. Per 1991 USG Section 1109.10.1.3. pp g p y
20. Hot water and drain pipes exposed under lavatories shall be insulated or otherwise ACCESSORIES. 3105ACh)4A 422
.
_posts, other construction elements or obstructions. PROVIDED TO ALLOW FORWARD OR PARALLEL APPROACI-1 TO 1:
-1
I covered. There shall be no sharp or abrasive surfaces under lavatories. Per 1991 UBC .1--
Section 1109.10.1.x4. 33. Top of handrail gripping surface shall be mounted B. ONE FULL UNOBSTRUCTED SIDE OF T1-IE CLEAR FLOOR OR 0
between 34 inches and 3S inches above stair nosin s.
21. Faucet control handles shall be located no more than 11 inches from the front edge of g GROUND SPACE ADJOINS OR OVERLAPS AN ACCES515LE ROUTE )-- \. 0 I--
the lavatory or counter, and shall comply with Section 11093. Self-closing valves OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE.
shall remain open for at least 10 seconds per operation. Per 1994 UBC Section 1109.10.1.5. 34. Ends of handrails shall be returned to the floor, wall 3105A(h)45 42.4.2 z (-NI
22. Mirrors and medicine cabinets shall be installed so the bottom of the reflective surface or post. C. MIRROR 15 MOUNTED WITH THE BOTTOM EDGE NO 1-1101-IEIZ THAN
is within 40 inches of the floor. Other dispensers shall have reach ranges as specified 35. Handrails tshall not rotate within their fittings_ 40" FROM THE FLOOR. 3105A(b)4A(I1) 4.19.&in Sections 11092.3.5 and 110923.6. Per 1991 UB .8
C Section 1109.10 .
D. OPERABLE PARTS (iNGLUDING COIN SLOTS) OF ALL FIXTURES
23. Urinals shall have a clear space measuring 30"X48" in front of the urinal. Urinal shields that do the minimum distance OR ACCESSORIES ARE LOCATED A MAXIMUM OF 40" ABOVE
not extend beyond the front of the urinal rim may be provided with 29" clearance between them. 36. Where two doors are in series, FLOOR (I.E., SOAP DISPENSERS, TOWELS, TOILET SEAT COVERS, 0_ Cf)
Urinals shall be stall type or wall hung with the rim at a maximum of 11" above the floor. Flush between ttuo hinged or pivoted doors shall be 48 inches AUTO-DRYERS, SANITARY NAPKIN DISPENSERS, WASTE .n ILI
controls shall be mounted not more than 44" above the floor. plus the width of any door ewingin� into the space. 3105A(b)45 4
)
ETC
RECEPTACLES, ETC.). ,23.
Doors in a series shall swing either in the same 423.1
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direetTon or away from the apace between the doors. E. CONTROLS AND OPARATING MECHANISMS ARE OPERATED WITH ONE HAND AND n,
DO NOT REQiURE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WIST. V/ O
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31• Thresholds at doors shall comply with Section 1109.4.4. 3105,4(04 421.4
Thresholds at doorways shall not exceed 3/4 inch in E THE FORCE REQUIRED TO ACTIVATE CONTROLS IS 5 LBS. MAXIMUM. 3105A(t)4
height for exterior sliding doors or 1/2 Inch for other 4.2'1.4 _I
types of doors. Raised thresholds and floor level
G. COAT HOOKS AND SHELVING ARE LOCATED WITHIN APPROPRIATE REACH RANGES
LIGHT FIXTURE LEGEND changes at accessible doorways shall be beveled with a (48" MAX. ABOVE FLOOR RECOMMENDED). 3105A(h)4A THRU D 4.2.5 0 w 1:
slope no greater than 1 unit vertical in 2 units H. IF MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE I-4A5 A USABLE SHELF N
y 5 � p ,� E RE PR DED, LE E BLE S EL O � �... V.
2'x4' FLUORESCENT LIGHT -�-=11 1x4, 2-TUBE FLUORESCENT horizontal (50% slope)_ 1-11G1-IER THAN 44" ABOVE FLOOR. 4.23.9 --
ilia FIXTURE (RECESSED) UNLESS
SURFACE MOUNTED FIXTURE
INDICATED OTI-IERWiSE ON 38. Door closers or power operators are not mandatory, but TOWELS SANITARY z
ILLUMINATED EXIT SIGN when used shall be operable as required by this section CUPS
PLAN I� q y 4 WASTE WASTE TOWELS DRYER 1: ill
and Section 1004.8.
2'x2' FLUORESCENT LIGHT 0 0
® FIXTURE (RECESSED) UNLESS EXl-l,4UST FAN TO 0.v. AIR The opening force of doors along an accessible route NAPKINS --
INDICATED OTHERWISE ON PROVIDE MAKE-UP AIR AS shall be as follows:
PLAN REQUIRED BY CODE.
2'x4' FLUORESCENT LiCsl-IT PROVIDE SEPARATE SWITCI-I. A. Exterior doors: 8-1/2 pounds-force (31.8N).
■14 FIXTURE (RECESSED) 24-14OUR
• EGRESS LiCzI-ITiNG B. interior doors: 5 pounds-force (22.2N). DRAWN
2x4 SUSPENDED ACOUSTICAL A, C .- ° U
1' WIDE P.4RACUBE L iC I-lT T-BAR CEILING C. Stairway doors at pressurized stair enclosures: ° °
DIFFUSER 15 pounds at exterio r doors.
o®
DAV
D. Where environmental conditions require greater ,< 5 g-mb
{ -• • • ✓/S" GYPSUM BOARD CEILING .losing pressure, power-operated doors shall be m �
% used within the accessible route.
o
ti• •
. •
• ••
E. Fire doors shall have the minimum force necessary JOB.NO.
to close and latch the door.
/ \ Vali?
N ..... 1
MAY 1 7 2005
...li..r s y..,... ... -„.-
RivISIONS BY
1.0 1.6 2.0 .0
1
•
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6' 0 34'-2"
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OFFICE Iti . CUB I C1...� ,. II
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II ll li
1.0 I 1 2.0 3.0 4.0 /pi
c A IR L S 0 N G IR C U F -JAMS AS REQUIRED --
1 I N A N T I M ® V I I N T L A N 1/2" GYPSUM ►�i SOUND INSULATING
11 1 11 BOARD � BAtt
1 0 z -
/ SCALE. 1/4"=V-0"0 2411. CI E%1
. .4" A M to T 20 E L S UDS I
16" O.G (UN.O.)11 SILL A5 REQUI , JAMB AS REQUIRED ,'
/ .
PER STUD FLANGE � --�"4 ll— -
TYF„QD., . SOUND WALL 0
JAMS AS REQUIRED I
METAL S T U ED S , JAMS AS REQUIRED SCALE 1"=1'-0”
-1 itwoi -
J
KE '''r FL AN <No. , —0 --
.ti
., 2" x 2" x
16 a., 5Oksi CLIP ANGLE •
SUPPORT CL IP
�'
WITH (4) 410-16 SCREWS AS Si-IOWN, DRAWN
ASTENERS AS REQUIRED ANGLE LENGTI-4 MUST BE WITI-II
1/2" GYPSUM BOARD �'
SILL AS REQUIRED 1/2" OF STUD DEPT1-I GH#:GKLD
/ (BOTH SIDES)
■ 111 4" 20 GA METAL STUDS
1-1/211 x 16ga. U-CNANNEL :a 16" O.0 (UN.O.) D141'i!
® (15OU5O-54) BRIDGING x ' 5-18.08•
:
WALE
. T�'PICAL STUD SUPPORT CLIP 4 SCREWS AS REQUIRED
1-IEAD AS REQUI— • TO TOP AND BOTTOM OF HEAD JOE.Na
BHT
METAL STUD U - C1-4ANNEL : .
MAY 1 2005
METAL ECD i
MIMI
TYF. INTEIO WALL
. EED SCALE 1"=1'-0"
REVISIONS BY
1.0 1.6 . .0 4 4 I
ABASEMENT REMOV• ��
9/30/03
2 'x4' LAY- 1N CEILING GRID WITH
2'X2' SUSP CEILING ' ACOUSTICAL CEILING TILES
GRID LESS CL'G TILES
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MAIN SHOWN HERE FOR INTENT
(SIZING AND DESIGN Sl' OTHERS)
2 'x4' L4Y- IN CEILING GRID WITH / \.,
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0 2.� 3.0 4.0 lit,
CALSON G 0
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SCALE: 1/4".11-0"" 2411 4) CV_
COMPRESSION STRUTS: STEEL SECTION \J
RATIO 200 MAXIMUM.
WITH RA O of 00 U .
L/R
ATTACH TO MAIN RUNNERS WITH 1/4 Z .:
INCH MACHINE SOLI AND TO STRUCTURE
��� REFER TO DETAIL 9/49. COMPRESSION 0 et -1-,
1 ,4 1 7104
C 2 GA. VERTICAL Tl'P L
T SEISMIC Wf RES IN STRUT SN4LL NOT REPLACE N,4NC�ER WIRE. I II 5 in III, i
WOOD DECK
LINE WITI-I RUNNERS 1-LANGER WIRE 0 -0
1 I1
1 -I— r-- 0._
2 -01 O.C.E.UJ. O.C. EA. WAY Ili/MN.1/2"4
0
-0 MAX. FROM / 3 t(GHt TURNS IN 1 1/2 I l
WALLS. 45 DEGREES \ �/ '�� HANGER WIRES /`
SOTHENDSOFWIRE
� = MAX FROM HORIZ. �,►� ��_,, �► � -0 O.C. " �h� N J-
1( CROSS RUNNE
4 PLANE - TYP. ';. \ 4 12 GA. BRAG ING N..� -. •►�\ WIRE W/MIN. 4 �-�-■
TIGHT TURNS IN v L
WOOD �� `i II
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...- -/mh..- e
STRUCTURAL ` �� OF UJIRE T1r'PfCAL
SEAM OR JOIST
/ MAIN RUNNER CROSS RUNNER 4 \ \
MAX.`-
/ CHECKED
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KE ""( FL AN . / *14x2 WOOD SCREW W E
2 I (MAX)FR0" BRACING 4 NOTE:
man
s-la-CS
s STEEL STRAP
WIRES t0 CROSS RUNNER / ,4TT�►C:I-IMENT OF
ix2x12 GA. NOTES: �\
WIRES TO STRUCTURE GCALa
1, ALL WIRES TO BE 12 GA.AND COMPLETE INSTALLATION SHALL BE PER
ABOVE- SEE 131,4-10
'112 GA. HANGER WIRE U.B.C. SECTION 4104(c). NOTE: JOB.NO
OR SPLAY WIRE FOR SUSP. PROVIDE COMP. STRUT 0 12' O.C.MAX EA.WAY 4 4' FROM WALL.
ACOUSTIC CEILING OR V GA. I��
Bt
FOR SUSPENDED GAP. CLG. i f N -- C NCI �,� IL
�� I SUSF N c L A . 2
SUSFENECE f L ING �
MAY 1 7 2005
REVISIONS
- 6' 2"
. y >•.
.. 2x WOOD SCUDS to 1(0" O.C. DOOR WIDT1-I / 3'-0" 61_0" 31-0" / 2'-6" 3'_0
: W/543" GYP BOARD ON BOT1-1 y )// > y ''
SIDES (UN.0.) -, 3...o.
f
. , -..- -----t1 1-______._p_:\4I \ \
E...3 DBL TRIMMERS �, D OR WIDT1-1
CAULK AS REQ'D
U
1-1OLLOUJ METAL DOOR �OLLOUJ MTL / �1-4OLLOEUJ MIL 4"
FRAME FRAME / / ® IN-// jp1iIM��� FRAME CJAMB)
//di
■ ANC1-10R AND S1-IIM ,.
(NT DOOR PER ,�� , LOUVERED VENT -�-� ® / \IiIM
SG1-1 AND PLANS ■�4 AS REQ D TOP AND BOTTOM \ \
■�4
��� X \ X ' LEVER TAMPERED TEMPERS TEMPERED = SIM TEMPERED T PERE
0 GLAZING GLAZIN�
�.1 0 0 1-1ARDUJARE SIM GLAZING _ _ GLAZING GLAZING =
LOCKSET LOCKSET s <S" 04
.± M k 2 \\\ / i- \�— / \ 370
TENANT O O = �\ /r \\ \ w
O O TMPERED �'�� �" /% \ F �; F. GARO 19
INT OO JAMS DETAIL a _ / /
1.1 GLAZING _ _ -VERTO , OR/ 0 SCALE 11/2"21'-0" _ :Ip \ / O
' ,, \ OF Ogg
11 N \ '� o cu co
{ 2x U100D STUDS 1� O.G. \ \ \ �. -�- �— ill �• rm
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W/13/8" GYP BOARD ON 15OT1-I o)
' SIDES (UN.0.)
z ° c
DOOR GLAZING 1" INSULATED TEMPERED I= v rn-
1-IDR PER PLANS--'4: T14ICKNESS 1_3411 4 DOOR GLAZING 1" INSULATED TEMPERED T1-IERMAL U- VALUE PER MANUFACTURER SPECS ® Q ="' Q) N
TWICKNESS 1-34" v d'
FIRE SATING NONE FIRE RATING TI4ERMAL U- VALUE PER MANUFACTURER SPECS FRAME MATERIAL EXTRUDED ALUMINUM �0 0 N
=' CAULK AS REQ'D TI4ERMAL U- VALUE NOT APPLICABLE FRAME MATERIAL EXTRUDED ALUMINUM FRAME T1-4ICKNESS PER MANUFACTURER SPECS d a)
" 1-IC/ ACCESSIBILITY NO TI U- VALUE PER MFG SPECS tl°IICKNESS PER MANUFACTURER SPECS DOOR MATERIAL EXTRUDED ALUMINUM CC v5 °
�• 1-1G/ ACCESSIBILITY YES Al DOOR MATERIAL HOLLOW METAL DOOR MATERIAL EXTRUDED ALUMINUM DOOR T1-1ICKNESS 1-34 " 0 0 o a
OLLOW METAL DOOR DOOR MATERIAL METAL - POLYUR.ETI4ANE CORE U r- >
DOOR FINISH PAINT - COLOR BY OWNER DOOR T1-IICKNESS 1-34" DOOR FINISH ANODIZED COLOR BY OWNER < in v o
'4 FRAME (I-MEAD) DOOR FIN1S1-I OPAQUE PAINT - BY OWNER CASING PLANS
INT DOOR PER ;��' FRAME MATERIAL HOLLOW METAL - DOOR FINISH ANODIZED COLOR BY OWNER S G PER P -� o ao
FRAME MATERIAL I-IOLLOUJ METAL iS Q
SC1-1 AND PLANS �� CASING HOLLOW METAL CASINO PER PLANS FIRE RATING • �Zo
�� ANC1-IOR AND S1�IM CASING WOOD - SELECTED BY OUJNER FIRE RATING _ 1�C/ ACCESSIBILITY YES
�_
■
■�; AS REQ D 14C/ ACCESSIBILITY YES W
1� CO1�FUTE R E QU I FT. ROOM L UNCI-I 1RM./ RESOURCE - I- CS w
■� OFFICES
►-�. IRS°fiL.00R EXTERIOR FIRST FLOOR CONFERENCE ROO o g _<1.
; INTERIOR SUITE 100
TENANT INTEIOR SUITE 100
INT DOOR 1-1E4 D DETAIL
U
SCALE 11/2"=11-0" SOFFIT D_ <
SOFFIT
ALUMINUM DOOR
STILE
OPEN TO OPEN TO ENTRY/
1 ii I.. 1 WORK AREA WORK AREA RECEPTION AREA II II 0
1 TABLE TOP HI
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TEMPERED II II LU
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TENANT e
01. 11_ 1 / <1, ili
ALUM co STILE TO STIL
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SCALE 1-I/2"=1'-0" \ -\` \ 07 O
TAPERED WOO
ALUMINUM DOOR SUPPORTS CJ/ II 1
INTEIO lELEV WOK ABLE - Li n,
WORK -
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@ I I = �� _-
SCALE 3"=11-0" `� N 0 --
° - EXISTING SECOND _ 0_
EX 1 HOUR R
ALUMINUM VERTICAL ALUM = _ /ON Id [ - I SPACE I FLOOR TENANT 1-1-1R RATED EXT WALL
FRAME FRAME a � D�-
0' 1 KNEE I -
in cn < J II L di_ SPACE o I Z
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® EXISTING BE,�'1�1 EXTEND EXIST I ST 5.,4 DUCTS Z 0
I T r 21-6" EXISTING A. TO NEW D IFFUSERS AS REQ'D ? 1--
DUCKWORK
ice' P z
__________,
O HI 11- ''k♦ +, • • • �{r• ASS
�CTEMPERED - TOP OF PLATE � LE__
0 tll♦ � .144, 0 >
GLAZING TENANT � � t � oTtimmr-4
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ALUMFAME CLAZING J U11N D OU I� 1 1�T t_ LIUSCALE 3"=1'-0" EXISTING S.A.
0
I I -
Q METAL T DUCKWORK L1
I- ETAL S UDS f-
ACOUSTICAL SUSPENDE w U
p / 1/2 GYP.-5R197- +- Ll
TEMPERED 0 T-BAR CEILING SYSTEM , Z I z
GLAZING = _ i i 0
GLASS PANEL - @ io e — CONFERENCE =
PI),ALUM DOOR - - r M =o CUIBICLE� U ROO u DRAWN
ALUMINUM DOOR `� p io STILE a�1EC1cEc
ila TOP OF SLOB
o a A v _ A a A w D/Nn■
1 . d III-III 1 I 111- 1 G �°' - I - 8-18-05
METAL TI-IRESI-MOLD FINISI-1ED FLOOR _ -
1% MAX VERTICAL STEP ELEVATION 245.50 1 .p 1 1 1 1 1 1 1 ' 1 1 I I fl:1
—11 ....' a 1-111—I I= I—iii—I =1
,,z" MAX SLOPED VERT - - 11 — —I I 1=1 I I SUSPENDED T-BAR ' I — WALE
=1 I 1=111=1 I 1=1 I I I CEILING SYSTEM (OPEN) _ III=
RISE 2:1 MAX SLOPE r - I = _ - -
I 1 1 1 1 1 1 I- 1 —III :,No.I III��
TEN4NT
5 C I I 0 \
0 T -4E -EOL TAIL
� SCA LE 11/2"=11-0" GLAZED F4NL SILL
SCALE ti1�11_01 SCALE 1/4"=1'_01
MAY 1. 2005 A . 3