Plans C
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CITY OF TIGARD
UING I• ISIG 720 NW Davis 503.221.1121 IN
Suite 300 503 221.2077 D
Portland OR 97209 www.lrsarchitectsrcorn
3645
TRi IA L. NIXON
R A D, OR
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OREGONr�
CONSULTANT:
PROJECT DIRECTORY PROJECT SUMMARY DRAWING INDEX
BUILDING OWNER: 1. GENERAL INFORMATION: IV. EMERGENCY SYSTEM STANDARDS: ARCHITECTURAL
Oregon State Bar Rod Wegener: rwsgenerQosbar.org A001 COVER SHEET
PROJECT NAME: SPEC SUITE 165 A. BUILDING.TO BE FULLY SPRINKLERED
16037 SIH Upper Boons Fe Rd,Ste 200 PROJECT ADDRESS: 16037 SW UPPER BOONES FERRY ROAD B. IN BUILDINGS WITH EXISTING SMOKE DETECTORS:PROVIDE CODE
RY � A100 GENERAL NOTES&STANQARD MOUNTING HEIGHTS'
Portland,Oregon 97224 SUITE 165 MINIMUM CORRECTIONS AS REQUIRED.SMOKE DETECTORS TO BE
TIGARD, OREGON 97224 TIED TO THE BUILDING ALARM SYSTEM. A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE
Telephone X503)620-0222 •
PROPERTY ID: W248495 C. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL STROBE SYSTEM A 102 SUSPENDED CEILING DETAILS
PROVIDE CODE MINIMUM CORRECTIONS AS REQUIRED.IF A SYSTEM
It. APPLICABLE CODES: DOES NOT EXIST, DO NOT ADD ON. A201 CONSTRUCTION PLANS
ARCHITECT: D.PROVIDE EMERGENCY EGRESS LIGHTING FOR THE EGRESS PATH IN
LRS Architects,Inc. Trish Nixon: tnixon@lrsarchitwts.com 2009 INTERNATIONAL BUILDING CODE (18C) ALL PUBLIC AND TENANT SPACES.MINIMUM INTENSITYSHALL NOTBE LEGEND
720 NW Davis,Suite 300 Darcie McConnaha: dm000nnehaCorsarchitects.com 2010 OREGON STRUCTURAL SPECIALTY CODE(OSSC) LESS THAN 1 FOOTCANDLE AT FLOOR LEVEL ALONG THE ENTIRE
2010 OREGON MECHANICAL SPECIALTY CODE(OMSC) LENGTH OF THE PATH.CONNECT TO BUILDING ELECTRICAL SYSTEM.
Portland,Oregon 97209. 2010 OREGON FIRE CODE E.PROVIDE EX/T SIGNAGE.EXIT.SIGNAGE SHALL.BE CONNECTED TO AREA OF WORK
Telephone(503)22.1-1121 2010 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) BUILDING POWER SUPPLY WITH BATTERY B BACK-UP FOR MIN 1-1/Z - --�— - EXIT EGRESS PATH
2008 OREGON PLUMBING SPECIALTY CODE(OPSC) HOUR DURATION.
2008 OREGON ELECTRICAL SPECIALTY CODE(OESC) B OCCUPANCY GROUP
V. ADA ACCESSIBILITY UPGRADES:
IN. BUILDING STANDARDS. X ROOM OCCUPANT LOAD PER SECTION 1004
GENERAL CONTRACTOR: •
Bartel Contracting,Inc. A. BUILDING HAS BEEN UPGRADED ACCORDING TO THEACCESSIBIUTY
PO Box 160 BUILDING TYPE: TYPE 11-B, 3 STORIES,SPRINKLERED UPGRADES LIST AS OUTLINED IN OSSC 1113.1.1. (XX) ACCUMULATIVE OCCUPANTLOAD
BUILDING OCCUPANCY: B&A-3
Gladstone,Oregon 97027
TOTAL BUILDING FLOOR RENTABLE AREA: +l-74,388 R S.F. � �t EXIT SIGN w/INTEGRATED DIRECTIONAL ARROW
Telephone(503)650.4084 WHERE OCCURS AT ALL EXITS,EVERY 100'1N
AREAS OF WORK +/-2 058 R.S.F. CORRIDORS,AND IN SPACES WHERE 2 M ODES OF
CCB#79970 � PROJECT NUMBER: 211207b
TENANT OCCUPANT LOAD: 19 EGRESS ARE REQUIRED PER SEC77ON 1011. (REFER
TO ELECTRICAL DRAWINGS FOR MORE INFORMA77ON).
POCHE INDICATES"EXIT'TEXT SIDE OF SIGN. SIGNS
Spec �i till f'� "� �►�►IL SHOWN IN CORRIDORS ARE CEILING HUNG. SIGINS
DEFERRED SUBMITTALS DESIGN BUILD N TE SHOWN ON WALL ARE WALL HUNG.
ELECTRICAL SYSTEMS LOW VOLTAGE SYSTEMS THE SITE PLAN AND SUITE LOCATION PLAN IS FOR REFERENCE ONLY SEE ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION.
THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS. E REQUIRED EXIT
MECHANICAL SYSTEMS SPRINKLER SYSTEMS
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ONLY 1 EXIT REQUIRED PER TABLE 1015.1; ,
r. DISTANCE FROM MOST D LOWED:49 ACTUAL LOAD-19
DATE ISSUE[ . 09.15.11
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TIGARD
LRS Arr�'MANO,*.0 2011
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GENERAL NOTES
ARCM1 'T' EC
720 NW Davis 503.22.1.1121 it
GENERAL DOOR AND HARDWARE MECHANICAL-DESIGN BUILD 66 DESIGN-BUILD CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF ELECTRICAL WORK TO Suite 300 503 221.2077 Q
BE PERFORMED TO THE OWNER WITH BID. Portland OR 97208 www.imsarchitects.com
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1, THE GENERAL NOTES ARE INTENDED TO CONVEY DESIGN INTENT NOT OTHERWISE STATED IN 23. DOORS SHALL.OPEN FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPEC/AL 43. MECHANICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD. SUBMIT PLANS AND 67. ELECTRICAL LIGHTING ON DRAWINGS IS PROVIDED FOR REFERENCE ONLYAND 1S INTENDED .
THE DRAWINGS AND SPECIFICATIONS. THE PROJECT INTENT IS TO PROVIDE A COMPLETE KNOWLEDGE OR EFFORT. SPECIFICATIONS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS,IN TO SHOW FIXTURE TYPES AND LOCATIONS. ELECTRICAL DESIGN IS BY'DESIGN-BUILD
WORKING TENANT ADDITION, CONTRACTOR SHALL PROVIDE WITH SUBMITTAL 2 COPIES OF A COLORED FLOOR CONTRACTOR IN ACCORDANCE WITH EXISTING BUILDING STANDARDS. COMPLY WITH
OR BUILDING IMPROVEMENT. 24, NEW DOOR HARDWARE SHALL.MATCH EX/STING BUILDING STANDARD LEVER HANDLE WITH 0 , (�
2. ALL WORK SHALL CONFORM T MATCH. A PLAN DESIGNATING WHICH AREAS ARE CONTROLLED BY EACH THERMOSTAT. MECHANICAL ENERGY CODE REQUIREMENTS AS REQUIRED BY CURRENT ENERGY CODES AND PROVIDE
N ORM TO THE 2009 INTERNATIONAL BUILDING CODE(IBC), 2010 FINISH TO MATCH BUILDING STANDARD..FINISH OF HINGES AND CLOSERS TO ALL
DESIGN MUST BE APPROVED BY OWNER AND MECHANICAL ENGINEER IF EMPLOYED`BY ENERGY CALCULATIONS REQUIRED FOR WORK OF THIS PROJECT.
OREGON STRUCTURAL SPECIALTY CODE(OSSC�►, 2010 OREGON MECHANICAL SPECIALTY HARDWARE SHALL BE ADA ACCESSIBLE. G S
CODE`(GMSC),2010 OREGON FIRE CODE,2010 OREGON ENERGY EFFICIENCY SPECIALTY 25 CONTRACTOR SHALL VERIFY COMPATIBILITY OF HARDWARE SPECIFIED WITH BUILDING ARCHITECT PRIOR TO CONSTRUCT101M1.
68. SWITCHING FOR LIGHTING IS INDICATED IN THE DRAWING FOR REFERENCE ONLYAND IS
A ,
CODE{OEESG}, ;2008 OREGON PLUMBING SPECIALTY CODE(OPSC),2008 OREGON ELECTRICAL KEYING SYSTEM. 44. PAYALL FEES AND OBTAINALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES INTENDED TO ONLY SHOW SWITCH LOCATIONS: REQUIREMENTS FOR DUAL SWITCHING,
RY ,
SPECIALTY CODE(OESC) AND TO CONDITIONS AND SPECIFICATIONS OF ALL GOVERNING 26, PROVIDE NEW DOORS MATCH/NG.EXISTING DOORS VENEER SLICING PATTERN AND GRAIN NECESSARY TO COMPLETE WORK AUTOMATIC AREA SHUT OFF CONTROLS AND ALL 07NER CODE REQUIREMENTS SHALL BE THE 3645
AUTHORITIESDE SN TYI AND FINISH. 45, COORDINATE ITEMS REQUIRED FOR DEMOLITION NOT INDICATED ON DRAW/NGS. RESPONSIBILITY OF THE DESIGN-BUILD CONTRACTOR PROVIDER MINIMUM OFONE-SWITCH '�'
REQUIREMENTS FOR MECHANICAL SYSTEM, PER ROOM, UNLESS OTHERWISE INDICATED.
DIMENSIONS
L.NIXON
3. CAREFULLY EXAMINE THE PROJECT SITE AND CONSTRUCTION DOCUMENTS. VER/FYALL 27. PROVIDE CLOSERS ON ALL TENANT ENTRY OR EXIT DOORS TO MATCH EXISTING BUILDING. 46. .COORDINATE ELECTRICAL
I CONTRACTOR SHALL PREPARE A WRITTEN SCOPE OF HVAC WORK WITH BID 69. PROVIDE ILLUMINATED EXIT SIGNS AT REQUIRED EXIT DOORWAYS AND WHERE NECESSARY
DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND REPORT ANY DISCREPANCIES STANDARD FINISH AND TYPE 47, DESIGN-BUILD e
TO THE ARCHITECT. 26 PROVIDE DOOR OPENINGS IN RATED WALLS COMPLYING WITH REQUIRED SMOKE CONTROL THIS IS TO INCLUDE NEW EQUIPMENT, NUMBER OF ZONES, DESCRIPTION AND QUANTITY OF TO INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF
T AND, 4R
T Y CONTROLS AND THERMOSTATS ETC. OWNER WILL REVIEW SCOPE OF WORK PROPOSED FIFTY OR MORE. -*1w
4. OBTAIN AND PAY FOR ALL PERMITS AND FEES_TO COMPLETE THE W013fG OBTAIN AND PA ASSEMBLYAND.INDICATED FIRE PROTECTION RATING OF NO.LESS THAN 20 MINUTES. O ,
FOR ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS, . WHEREEXISTING DOOR OPEN/NGS DO NOT COMPLY WIN PRESENT BUILDING CODE PRIOR TO ACCEPTANCE OF BID.
70. PROVIDE ILLUMINATION AT EXITS WITH LIGHT HAVING THE INTENSITY OF NOT LESS THAN 1
T PROVIDE CERTIFICATION THAT OUTDOOR AIR FOOT-CANDLE AT THE FLOOR LEVEL. PROVIDE EMERGENCY SYSTEM LIGH77NG WHERE THE
5. THE CONTRACTOR SHALL PROVIDE AND PA Y FOR DUMPSTFR AND TELEPHONE.. REQUIREMENTS,PROVIDE NEW.DOORS,FRAMES AND HARDWARE THAT COMPLY. 48. DESIGN-BUILD CONTRACTORO j;
S. COORDINATE ARCHITECTURAL WORK WITH MECHANICAL AND ELECTRICAL DESIGN BUILD 29. ADJUST THE RESISTIVE FORCE OF ALL NEW AND EXISTING INTERIOR DOOR CLOSERS IN THE REQUIREMENTS OF CURRENT CODES WILL BE MET FOR EACH OCCUPANCY USE WITHIN THE EXISTING SYSTEM SERVES AN OCCUPANT LOAD OF A 100 OR MORE AS REQUIRED BY CODE.
WORK AND SUBMIT ALL DESIGN BUILD PLANS TO ARCHITECT FOR REVIEW PRIOR TO PROJECT AREA TO A MAXIMUM PRESSURE OF 5 LBS TO COMPLY WITH ADA.REQUIREMENTS. TENANT IMPROVEMENT AREA.
MATCH EXISTING BUILDING'STANDARD WHERE POSSIBLE FOR REQUIRED EMERGENCY
CONSTRUCTION 49. INTERIOR AND PERIMETER OFFICES SHALL NEVER BE ON THE SAME ZONE. CONFERENCE SYSTEMS AND INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF 771E CURRENT
7: DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS ARE TYPICALLY TO FACE OF FINISHES ROOMS AND LUNCHROOMS CAPABLE OF SEATING(6)OR MORE SHALL ALWAYS BE ON THEIR NATIONAL ELECTRICAL CODE.
FINISH UNLESS OTHERWISE NOTED. OWN ZONE. 71. PROVIDE VISUAL AND AUDIBLE ALARM SIGNAL APPLIANCES INTEGRATED INTO THE BUILDING
8. KEEP PROJECT AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILYBASS 3 I . SURFACES IN IMPROVEMENT AREA 50. DESIGN-BUILD CONTRACTOR SHALL VERIFY THE SUITABILITYAND CONDITION OF SCHEDULED ALARM SYSTEM AS REQUIRED BYADA AND CURRENT OSSSC STANDARDS PROVIDE
0. REPAIR/REFINISH ANY DAMAGE TO EXISTING FINISH
9, DO NOT DISTURBft
.e.,ADJACENT TENANTS WITH NOISY CONSTRUCTION l.e.,JACK HAMMERING, CAUSED BY CONSTRUCTION OPERATIONS EQUIPMENT TO BE RE-USED OR RELOCATED. DETERMINE ITEMS THAT NEED TO BE ADDITIONAL ELECTRICAL SERVICE AS REQUIRED. COORDINATE REQUIREMENTS MT'H CONSULTANT:
SAW CUTTING CORE DRILLING ODORS .e, SPRAY PAINTING OR ADHESIVE FROM FLOOR OR 31. PAINT EXISTING WALLS WITH/2 COATS OF EGGSHELL FINISH PAINT UNLESS OTHERWISE REPAIRED OR REPLACED. PRICE THESE 17EMS SEPARATELYAND AS EXCEPTIONS/ BUILDING OWNER. ALARM LOCATIONS INDICATED ON PLANS ARE ONLY FOR REFERENCE.
WALL COVERINGS INTERRUPTION OF BUILDING`SERVICES OR DEMOLITION. THESE NOTED. SUBMIT COLOR DRAW-DOWNS TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO CLARIFICATIONS IN BID. 72 PROVIDE SHOP DRAWINGS FOR ALARM SYSTEM LAYOUTAS REQUIRED BY CODE
,� 51. AUTOMATIC SPRINKLER SYSTEM SUPERVISION: ALL VALVES,INCLUDING THOSE IN PITS 73. VERIFY SERVICE481LITYAND REUSABILITY OF EXISTING ELECTRICAL EQUIPMENT,AND
ACTIVITIES TO BE SCHEDULED BEFORE Sem,AFTER Spm OR ON THE WEEKEND UNLESS APPLICATION. ,
COORDINATED WITH BUILDING MANAGEMENT 32. WHERE ALL NEW PARTITIONS ABUT,JOIN OR CONNECT TO EXISTING SURFACES, WALLS,OR SHALL BE MONITORED BY UL LISTED FIRE MARSHAL-APPROVED CENTRAL STATION. WATER REPAIR OR REPLACE AS NECESSARY.
- 10. STORAGE OUTSIDE OF BUILDING ISNOT ALLOWED WITHOUT AUTHOR/ZAT70N BY BUILDING NEW CONSTRUCT/ON, THE FINISHED SURFACE-SHALL BE ALIGNED FLUSH. FLOW AND HIGH/LOW PRESSURE FOR DRY PIPE SYSTEMS IF USED}SHALL.BE SUPERVISED,
74. VERIFY THE CAPACITY AND REUSABILITY OF EXISTING ELECTRICAL PANELS TO MEET
OWNER. 33. ALL NEW WALLS AND PARTITIONS SHALL HAVE TAPED JOINTS(3)COATS SANDED AND PRIMED AS WELL AS OTHER FEATURES DEEMED NECESSARY BY CURRENTNA77ON4L FIRE PROJECT REQUIREMENTS
11. OWNER SHALL NOT BE RESPONSIBLE FOR TOOLS OR MATERIAL GOODS STOLEN OR (MIN-1 COAT) TO MEET PAINT READY REQUIREMENTS PROTECTION ASSOCIATION STANDARDS.
75. TERMINATE ALL CONDUITS IN STANDARD DUPLEX BOXES UNLESS OTHERWISE INDICATED.
DAMAGED ON SITE. 34» EXISTING WALLS AND SURFACES SHALL BE STRIPPED,RESURFACED,AND PATCHED AS 52. PREPARE SPRINKLER SYSTEM SHOP DRAWINGS FOR COORDINATION WITHARCHITEC7S 76. KNOWN EXISTING(E)ELECTRICAL AND PHON&DATA OUTLETS HAVE BEEN INDICATED ON THE
12 CONTACT BUILDING OWNER TO COORDINATE SCHEDULED ITEMS TO BE SALVAGED FOR REQUIRED DRAW/NGS BY ARCHITECT.
DRAWING. ADDITIONAL EXISTING OUTLETS MAY EXIST AND SHOULD BE VERIFIED BY
RETURN TO OWNER. 35. DISPOSE OF ALL PAINT MATERIALS OFF SITE. DO NOTPOUR DOWN DRAINS,CATCH BASINS, 53. PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERNING AGENCIES CONTRACTOR.
13. UPON COMPLETION OF WORK,BE RESPONSIBLE FOR RETURN TO OWNER OF ALL MASTER OR IN LANDSCAPING. NECESSARY TO COMPLETE THE WORK 77. VERIFY WITH TENANT OR OWNER LOCATIONS OF ELECTRICAL AND VOICFIDATA OUTLETS FOR
KEY ORIGINALS OR CARD ACCESS DEVICES 36» PROVIDE A FULL GALLON OF EACH WALL COLOR WITH LABELS IN TENANT CLOSET OR UNDER 54. PROVIDE FIRE DAMPERS AS REQUIRED BY CURRENT OSSSC STANDARDS FOR NEW SYSTEMS FURNITURE PRIOR TO INSTALLATION.
14. WARRANTY ALL PARTS LABOR EQUIPMENT AND MATERIAL PROVIDED UNDER THIS SINK,LABEL ALL.LEFT OVER PAINT,AND DELIVER TO OWNER WHERE DIRECTED?. CONFIGURATION OF FIRE-R47ED PARTITIONS 78, SMOKE DETECTION DEVICES INDICATED ON THE DRAT WINGS ARE FOR REFERENCE ONLY.
F r PERIOD OF ONE YEAR UPON FINAL COMPLETION OF CONTRACT,` 37. TAPE AND SAND EXPOSED GYPSUM BOARD FOR A FLAT, SMOOTH SURFACE FINISH LEVEL 5, 55. BALANCE DESIGN-BUILD HVAC SYSTEM TO TENANT AND BUILDING OWNERS SATISFACTION. CONFIRM SPACING OF DETECTORS WITH DEVICE LIS77NG,
I& SUBMITCONTRACT
ASUBSTITUTION REQUESTS ON CSI FORM TO ARCHITECT FOR APPROVAL. TO MATCH EXISTING ADJACENT SURFACES IN BUILDING, UNLESS OTHERWISE INDICATED. TOUR EXISTING CONDITIONS AND CONTACT OWNER FOR QUESTIONS PRIOR TO BID 79. CLEAN AND REPAIR EXISTING SMOKE DETECTORS TO BE REUSED TO GOOD WORKING
ARCHITECTS DECISION IS FINAL INHETHER A PROPOSED PRODUCT IS ACCEPTABLE FOR 38. PROVIDE FINISH MATERIALS MATCHING ESTABLISHED BUILDING STANDARD QUALITY,UNLESS 56. INSTALL TEMPORARY FILTERS ON HVAC VAV BOXES AFFECTED BY WORK OF PROJECT PRIOR CONDITION.
SUBSTITUTION. OTHERWISE INDICATED PROVIDE COLORS APPROVED BY OWNER AND ARCHITECT. TO CONSTRUCTION. REMOVE FILTERS AT COMPLETION OF THE PROJECT. 80. CLEAN NEW,EXISTING,AND RELOCATED LIGHT FIXTURES IN PROJECT AREA, OR IN AREAS
16 APPLICATION O MATERIAL
TI N F TO SURFACES EXISTING OR PROVIDED UNDER THIS CONTRACT 39 CONTRACTOR TO FILL AND PATCH EXISTING CONCRETE SLABS AND SHALL PROVIDE SMOOTH 57. COORDINATE ZONE CONTROL OF EXISTING HVAC SYSTEM AT IMPROVEMENT AREA. AFFECTED BY WORK OF THIS PROJECT,AT COMPLETION OF JOB. RELAMP AND REPLACE
S
IMPLIES ACCEPTANCE AND SUITABILITY OF EXISTING CONDITIONS UNIFORM SURFACE PRIOR TO NEW FLOOR COVERINGS TO BE INSTALLED SEPARATE AND REROUTE EXISTING DUCTWORK AND CONTROLS REQUIRED TO PROVIDE BALLAST IN LIGHT FIXTURES AS REQUIRED TO RESTORE TO WORKING ORDER
17. ALL WORK INDICATED ON DRAWINGS SHOULD BE CONSIDERED NEW UNLESS IDENTIFIED AS INDEPENDENT OPERATION BY TENANTS ON EACH SIDE OF A DEMISING WALL. 81. CLEAN AND REPAIR EXISTING EXIT SIGNS TO BE REUSED. REPLACE BATTERYAND/OR
EXISTING TO REMAIN OR TO BE REUSED. SPECIALTIES 58 CLEAN ALL NEW AND EXISTING HVAC GRILLS AND DIFFUSERS SCHEDULED TO REMAIN, ALL BALLAST IF NOT IN GOOD WORKING CONDITION.
1$ .ALL MATERIALS AND PRODUCTS USED ON THE JOB SITE SHALL BE"ENVIRONMENTALLYSAFE",
DUCTWORK BEHIND GRILLS SHALL BEA UNIFORM DARK COLOR. 82 COORDINATE TELECOMMUNICATIONS AND MODIFICATION TO BUILDING ALARM SYSTEM
LOW ODOR AND NONFLAMMABLE. USE OF ANY PRODUCT NOT COMPLYING WITH THIS 40. FIRE EXTINGUISHER REQUIREMENTS: SURVEY EXISTING CONDITIONS OF ENTIRE FLOOR 59 DESIGN-BUILD CONTRACTOR AT COMPLETION SHALL PREPARE AND SUBMIT AN AIR PROVIDED BY TENANT. VERIFY WITH TENANT LOCATION OF NEW OUTLETS PRIOR TO
CRITERIA J4lUS7`BE APPROVED BY THE BUILDING OWNER.
THAT PROJECT OCCURS,AND PROVIDE NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER BALANCING REPORT TO THE OWNER: INSTALLATION.
19 CONTRACTOR WILL BEHELD RESPONSIBLE FOR ANY DAMAGE OR GLEANING THROUGHOUT WITH!RATING OF NOT LESS THAN 2A 10B/C FOR EACH 1,500 S.F. OF FLOOR AREA OR FRACTION 60, HVAC CONTRACTOR TO PROVIDE 10096 FRESH AIR SUPPLIED TO ENTIRE TENANT SPACE 83. REMOVE ALL UNUSED OR ABANDONED ELECTRICAL WIRING,EQUIPMENT,AND PHONE AND
STRUCTURE DEEMED TO BEA RESULT OF Hl5►JHER WORK T 140ROUGHLY GLEAN PREM THEREOF. TRAVEL DISTANCE TO AN EXTINGUISHER FROM ANYPORT70N OF THE BUILDING THREE CALENDAR DAYS PRIOR TO THE FIRST DAYAFTER SUBSTAN77AL COMPLETION. DATA CABLING. CONFIRM WITH OWNER PRIOR TO REMOVAL.ALL WIRING AND CABLING TO
PREMISES E S
UPON COMPLETION OF WORK, INCLUDING WASHING OF WINDOWS,SO THAT BUILDING IS SHALL NOT EXCEED 75 FEET PROVIDE FIRE EXTINGUISHER IN ACCORDANCE WITH CURRENT PROVIDE 100%FRESH AIR WITHOUT MAKING OTHER TENANTS UNCOMFORTABLE REMAIN SHALL BE SUSPENDED FROM STRUCTURE AS REQUIRED BY CURRENT CODE.
READY FOR OCCUPANCY BY TENANT INCLUDE CLEANING OFADJACENT AREAS WITHIN AND CODES. PROVIDE NEW FIRE EXTINGUISHER AT ALL EXISTING CABINETS WHERE MISSING. ALL
AROUND THE BUILDING 774ATARE NOT PART OF TENANT IMPROVEMENTS,BUT WERE REUSED EXISTING FIRE EXTINGUISHERS ARE TO BE INSPECTED AND/OR RECHARGED,AS -ELECTRICAL-DESIGN BUILD SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS
AFFECTED BY TENANT IMPROVEMENT CONSTRUCTION OPE?AT70NS NECESSARY,JUST PRIOR TO SUBSTANTIAL COMPLETION.
20. CONTRACTOR TO PROVIDE MECHANICAL AND ELECTRICAL AS-BUILT DR41A/INGS ALL
61. ELECTRICAL SYSTEM AND REQUIREMENTS ARE DESIGN-BUILD, SUBMIT ELECTRICAL DESIGN 84» CONTACT BUILDING OWNER FOR INSTRUCTIONS WHEN SCHEDULING WORK ON FIRE
WARRANTIES AND OPERATING MANUALS TO BUILDING OWNER WITHIN TWO WEEKS OF FURNISHINGS TO ARCHITECT FOR COORDINATION WITH ARCHITECTS DRAWINGS PRIOR TO SPRINKLER&ALARM SYSTEMS
COMPLETION OF WORK CONTRACTOR ALSO IS TO PROVIDE FINAL CERTIFICATE OF CONSTRUCTION
OCCUPANCY. NO RETAINAGE SHALL BE RELEASED UN71L OWNER HAS RECEIVED THESE 41. INSTALL BUILDING STANDARD WINDOWCOVER/NGS AT ALL PERIMETER WINDOWS IN 62. IFAN OVERRIDE SYSTEM EXISTS, PROVIDE EACH TENANT SPACE WITH AN OVERRIDE SWITCH END OF GENERAL.NOTES
ITEMS IMPROVEMENT AREA UNLESS OTHERWISE NOTED. FOR FULL-SERVICE BUILDINGS.
21,. NOT USED 42: FURNITURE INDICATED ON PLANS IS FOR REFERENCE ONLYAND SHALL BE CONSIDERED NOT 63, PAY ALL FEES AND OBTAIN ALL PERMITS AND APPROVALS FROM GOVERN/NG AGENCIES
22, ALL DEMOLITION WORK TO CONFORM TO CURRENT OSHA STANDARDS. PROVIDE ADEQUATE IN CONTRACT. NECESSARY TO COMPLETE WORK PROJECT
COORDINATE ITEMS REQUIRED FOR DEMOL177ON NOT INDICATED ON DRAWINGS, PROJECT NUMBER: 211207b
BRACING ON EXISTING CEILING.FRAMING SYSTEM PRIOR TO C►E�lirIOIJT70N. � � 64.
65, COORDINATE ELECTRICAL REQUIREMENTS FOR MECHANICAL SYSTEMS.
Spec Suite 165
,
Fanno Crook Place
- Building A
16037 Ski/Upper Boones
Ferry Road
Suite 165
Tigard, Oregon 9722
ACCESlII�E SIGNAGE-INSTALL ON WALL ADJACENT TO THE LATCH SIDE OF 4"MA1UH.M
DOOR OR NEAREST ADJACENT WALL. MOUNT SIGN SUCH THAT PERSONS
APPROACHING WITHIN 3"OF SUCH SIGNAGE WILL NOT ENCOUNTER
PROTRUDING OBJECTS OR BE STANDING WITHIN THE SWING OF THE DOOR.
SEE ADJACENT CHART.
FIRE ALARM SIGNAVSTR08E ANNUNCIATOR PANEL FIRE ALARM SIGNALISTROBE VISIBLE SYMBOLSEACH ---GYP.BD.CONTROL
TEMPERATURE SENSOR MIN.2112"HIGH.
JOINT AT OPENING
FIRE EXTINGUISHER SIGN LIGHT SWITCH FOR(3)GANG OR CORNER
MOUNTED PHONE WALL MOUNTED FIRE EMERGENCY
4 C�N+�G BOX ALIGN LEFT EDGE EXIT SIGN----�''""�
RECESSED FIRE �. � } � �BUTTON GUARD �
MANUAL.PULL EXTINGUISHER POWER OFF WITH BOXES ABOVE TYPICAL DOOR CRASH ?
STATION EXTINGUISHER CABINET PUSH BUTTON _ z
9 ELECTRICAL OUTLET INTERCOM --- TACTILE SIGNAGE
OPENING � RAIL
"2 TELEPHONE �` - - -
M THERMOSTAT -
ELECTRICAL OUTLET STATION - '
. I
AT CASEWORK Ce W OUTLET �, BASE OF_ HOUSE PHONE - - ` ,� SHEET TITLE:
CHARACTER CA4
,� General Nates
- uAf/TS of PRQTRt/mG OBJECTS •
fStandard
CARD t
4 , r
READER CEPTIDNS:
R EX
1. HANDftAILS AWAY P R07W"41/2"IM )4 •
s
Z. WM CLc>`SMS Ot t SUPS
" 1 SHALL BE PL'RM1TT W'r0 W 160 AKIN
N1SCELLANE0US WALL UOrMMTWW TYPICAL AT'DOOR"AT'IROCW 1NTERM njWAL JIT ELEVATOR T PICAL AT DOOR AT ,ABOVE FLOOR
_ DRAWN BY: DAM
ACCESSIBLE FIXTURE MOUNTING REQUIREMENTS
DATE ISSUED: 09.15..11
1. ALL DIMENSIONS INDICATED ON THIS;SHEET ARE CLEAR M6VNMlJM TO FACE OF FINIl�H.
4. CONFORMANCE TO FIXTURE'MOUNTING HEIGHT REQUIREMENTS ARE APPLICABLE IN ANY SPACE
SERVING MORE THAN ONE EMPLOYEE, MULTIPLE EMPLOYEE COMMON SPACES,AND SPACES
2. ALL ITEMS INDICATED BELOW MAY NOT OCCUR ON THIS PROJECT SEE PROJECT PLANS AND ACCESSIBLE To THE PUBLIC,AS THEY OCCUR PER PROJECT.
ELEVATIONS FOR ITEMS THAT OCCUR. "
S. VERIFY ACCESSORY SIZE WITH MANUFACTURER TO ENSURE CONFORMANCE WITH REQUIRED
3. SEE ARCHITECTURAL PLANS FOR ACCESSIBILITY AND/OR ADAPTABILITY CONFORMANCE IN THE MOUNTING HEIGHTS.
HORIZONTAL PIAN LAYOUT.
6. PROVIDE CODE-COMPLIANT BLOCKING WITHIN WALLS AS REQUIRED FOR MOUNTING'FIXT'URES.
BLOCKING IS REQUIRED FROM STUD SPACE'TO BACK OF SURFACE OF ALL FIXTURES.
1.
HEIGHTS
STANDARD
MOUNTING _
SCALES 1/40 f-00
SKEET:
t.RS Arr.�il�r�,Ixt�O�t1 t t
PERMITSE"T 090 15*11
A100
I
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Ili Zito
ALI_ .1
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SUSPENDED CEILINGS GENERAL NOTES OREGON STATE141DE
PART L SUSPENDED CEILINGS FOR NEW CONSTRUCTION 12..The vertical strut may be EMT conduit,metal studs or a proprietary compression post.(Sees table below) PART Ill" UPGRADING DING OF EXISTING CEILINGS OPTIONAL A R C H I T E C T
ENCY}
Referenced Sources Per Hierarch Maximum recommended lengths for vertical struts:. EQUIVAL720 NW Davis 503.221.1121 Ls'
._...Sou
1.(OSSC)2010 Oregon Strlusural Specialty Code(beaded on 2009(IBC)InUmmitiianal Building Code) EMT conduit Max.,Length Confirm acceptance with local lurbdicdon.
Suite 300 503 221-.2077 D
along with State Code Interpretation for Section 1613.1 S ASCE 7-05 Section 13.55,otfective July 1,2010.
112". EMT conduit 5'-10" Portland OR 97209 www.trsarchiteeeotai.ecom
2.American Society of Testing Materials.(ASTM C&M,ASTM C MG) " �
314 EMT conduit. 71-8* A.Ceilings without Seismic Bracing.
3.American Society of CM,Engineers(ASCE T-05). 1"EMT conduit 9=9" Where existing ceilings are vrrithout seismic bracing,the ceiling system shall be brought into substantial compliance with current
4.Ceilings and interior Systems Construction Association.(CISCA) code requirements(including compression struts at the center of the splayed wire,attachment of slack wines form light fixtures
5.Northwest Wall and Ceiling Bureau,Suspension Systems for Acoustical Lay In Ceilings-Technical Bulletin 401-Revised 4107.
Metal.stasis Max.Length and air terminals t4 the structure,etc.)when a substantiai_amount(50%or more)of the ceiling file is removed,altered or
(NWG8 7840) Single 16W metal stud(20 gage) 12'-0" repaired as part of a general space alteration,or if all the ceiling Is removed for washing,painting or replacement,this
Back-to-back 15r8"metal stud(20 gage) 15'-0" requirement does not trigger the need for a closure angle. These upgrades are not required when;
A. General Compliance with the IBC ,
Single 2112"metal stud(ZO gage) 13'-6" 1.Removing portions of tiles or panels and/or grid to sitter ductwork,sprinkler pipe.,etc. �..
1.Code and SlarstBirft Opthpns: Back-to-back 2112"metal ski 25 15"-0" 2.Lateral brad and fixture attachment will not be required when portions of a ceiling are removed only to facilitate the
( ) � 3645
a.Gelling systems designed for appropriate forces,or '�*► "
installation of sprinkler piping,
b.Prescriptive conatruiction icor suspended ceilirig system is only allowed in buildings with a seismic Importance factor of 1.0,in /Vote:plenum areas greater than 15'0 require engineering calculations. P RClA L.N IX[1N
occupancy categories I and 11,per Chapter 16 of the IBC,and as provided below: B. Ceilings wkhoult Compression Struts.
1)In Seismic Design Category C,construction in accordance with Oregon standard for seismic zones 0.2. C.Wall Moldings See details 2 6 and 9 on sheet A102) Where existing ceilings have seismic bradng but cls ria have compression struts at the center of the splayed wires,the addition m m
2)In Seismic Design Cat gales a through F,construction in accordance with CISCA standard for tic zones 3 and 4 with -�$ .r xiating "9s 4 LAND, UR
1Wall moldings(perimeter closure angles)are required to have a horizontal flange 2 inches wide.One end of the ceiling grid of cxomplseion struts will only be required when and where the grid Is replaced,altered,ralsed or lowered.
Ill 'Ilkagulk-A-13as noted In ASCE 7-05 standard.The following shall be applicable In addition to the requirements contained In shall be aattachedto the wall molding,the other end shall have a 314 inch clearance from the wall and free to slide.(Soweto:
CISCA standards: ASCE 7.05 section 13.&6.12/stem b) The diagrams included with this guide are intended to help clarity for the user some of the requirements specified in the guide.
a)Ceilings with Interstitial spaces less than 12 inches 1a framing are not..required to have Moral farce bracing,andThese diagrams are not design or construction documents and are intended only to illustrate some of the technical aspects of
b)"Shot-In-anchoW when used as part of the prescriptive path In Seismic Design Categories D,E,S F'shall have an IGC-ES
approval for seismic applications and ovedwed ir�aUatieons and sial require"special inspecliion"irrespective of the type 2. Where substantiating documentation has been provided to the tical Jurisdiction,perimeter clips may be used,to satisfy the the guide.
of"occupancy categW the structure is in. requirements for the 24nch closure angle.(see details 3 and 9 on sheet Al 02)
3. The grid shall be attached at two adjacent wets(pop rivets or approved method).Soffits extending to a point at least level with
2.Northwest Wall&Coiling Bureau-Technical Bulleetln 401 (NYVCB TO 401).(SEE PART II). the bottom plane of the grid and independently supported and laterally braced to the structure above are deemed to be PART IV. GLOSSARY OF TERMINOLOGY FOR THIS DOCUMENT CONSULTANT:
In structures classified as occupancyequivalent to category i or II,suspended ceilings installed in accordance with the prescriptive provisions of (REGIONAL TERMINOLOGY MAY VARlI .
NWCB TS 401 are interpreted to comply with the IBC requirements.Part 11 of this document represents the majority of the NWCB TB 4. There shall be a minimum 314 inch clearance from the end of the grid system st un-attached walls.(Source:ASCE 7-05
401. CLOSURE ANGL.EJ MOLDING
NWCB TB 401 contains information compiled together from/different applicable documents such as ASCE Standard 7-05,IBC 2006, � 13.5.6.2.2 item b)
PI A metal angle or channel faistened to the perimeter wall or partition to support the perimeter ends of an acoustical ceiling
ASTM Standard 0635 and CISCA.it is available at the follow/ Internet address:
h :llenvw.nwcb. � D. Spreader Bars(See detail 6/Al02) grid.
1. 'Spreader(spacer)bars shall be used to prevent the ands of the main beams and cross tees at perimeter walls from spreading
CROSS TEES
The fol shall be a icW*in addition too the ulr umft contained In NWCB TB401: open during a seismic event.Perimeter wires shall not be in lieu of spreader bars.{Source:CISCA seismic zones 3-4) The rrxnss member that interioclx with the main beams,also known as cross runners or cross T-bars.
�� Ppl � DIFFUSER
a.Laterad force bracing Is required for ceilings over 1000 square fleet. A circular or rectangular metal grill used for the passage of air from a ducted system.
b "Shot4ri-anchors"when used as part of the prescriptive path in Seismic Design Categories D,E,d"F shall have an ICC-ES 2. Spreader bars are not required at perimeters where runners are attached directly to closure ares.
approval for seismic application and overhead installations and shall require"special Inspection"Irrespective of the type of ESSENTIAL SERVICEgdsigBUo be �b balk as a fire station, ice station,emergency operations center,State
"occupancy categeey"the structure is m. 3. Wire ttnng an acceptable alternative to spreader bars. Any
Patrol office,sherifi"s office,or emergency communication dispatch center.
3.Shake Table Testing and tauailAcatkiwe by Experience Under the Adoption of the 2006 IBC. 4. Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches of the perimeter wall.
GRID
The main beams andacross tees of the suspension system.
a.Efie�re under the adoption ofthe 2006 IBC,the following two additional options will be available based upon ASCE 7-05 - .S. Where substantiating documentation has been provided to the katal jurisdiction,perimeter dips maybe used m BANGER WIRE
Sections 13.2.5 and 13.2.6. satisfy the requirements for spreader bars. 10 or 12 gage soft annealed wire used as primary support for Me grid system. Also called suspension wires..
LATERAL FORCE BRACING
1)Shake table testing of components and their supports,to determine their seismic capacities,in accordance with iCC
criteria 456..(Section 13.2.5 of the ASCE 7-0 The bracing method used to prevent ceiling uplift or restrict lateral movement during a seismic event. Lateral force bracing
Acceptance { 5).or consists of vertical struts and splay wires.
2)Seismic qualification by experience data based on natally recognized procedure.(Section 13.15 of the ASCE 7-05.), E. Hanger Suspension)wines See details 1,5 and 11 on sheet Al02) WAIN BEAM
1,Hanger and perimeter wires must be plumb within 1 in 6 unless(see detail 5/A102)counter sloping wires are provided.(See The primary suspension member supported by hanger wires,also known as the main runner,carrying tee,carrying runner or
4. Suspended cAft systems in structures classified as Occupancy Category Ili and IV,shall be required to be"Engineered Design" detail 1/A102)(Source:ASTM C 636 section 2.1.4) mains.
as designed and certified by an Architect or Engineer In the state where the project occurs,and shall be required to have Periodic PERIMETERWIRES
special inspection of the anchorage to the structure in Seismic Design Categories D,E,and F,in accordance with the provisions of 2.Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center.(Source:ASTM C 836) Hanger wires placed within eight inches of the surrounding walls.
the current effective edition of the IBC adopted by the AHJ. PLENUM
Any vice at the supporting construction shall be capable of carrying not less than 100 pounds.(Source: The space above a suspended ceiling.
5, Sire PART Ill for i l equivalency for upgrading existing suspended ceiling systems.Part III may be allowed with the approval of 3.An esrin�gction tie
e9 �y p9 9 ng Pe y pp CiSCA zones 34) SLACK WIRE
the Authority Having,Jurisdiction.
A 12 gage wire that is not-tight or taut. �
4,Powder driven shotan-anchors are an approved method of attachment for hanger wires. SPREADER OR SPACER BAR
A bar with notches to prevent the suspension system from separating,also called a stabilizer bar.
5.Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire SPLAY WIRES
(see details 1,2 and 6 on sheet Al 02).(Source.CISCA zones 3-4) Wires installed at an angle rather than perpendicular to the grid.
VERTICAL STRUTS
PART A NWCE 401 6.Wires shall not attach to or bend around Interfering material or equipment.A trapeze or equivalent device shall be The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression posts,
used where obstructions preclude direct suspension.Trapeze suspensions shall be a minimum of back-to-back 11/4 seismic pods,seismic struts. Common materials are electrical conduit(EMT),metal studs or proprietary products.
The NWCB 401 provides the IBC referenced standards for the Installation of suspension systems for acoustical lay-in ceilings. inch cold-rolled channels for spans exceeding 48 inches.(Source.CISCA cones 3-4)
Ineooof thus. document will gravida a more uniform standard for installation'and inspection.NWC
B 401 is designed to PROJECT NUMBER: 211207b
rlooration
aiocoomplerlr the Intent of the Iruteinationonw Building Code(IBC)with regard to the requirements for seismic deep cagy D,E and F.E eWcal Fixtures t d�aalis 6 and 13 on shite(Al
F for suspended ceilings and slats Item.Unless supported by sngineerIng,the suspension system shall be Installed per the 1 Light fixtures weighing lon than 10 pounds shall have one 12 gage hanger wtro connected from the fbcture to the strudm
requirements for Seismic Design Category(SDC)D,E and F per the IBC.Manufacturers r ecommendatWns should be Mowed. above.This wire may be slack.(Soume.CISCA wkwnk zones 3.4)
Spec Sults
A.General Rumkine 2. Light fixtures weighing more than 10 pounds and less than 56 Its,shall have two 12 gage wires attached at opposing
1. Pa oft comers of the light fixture to the strucdws above.These wires may be slack.(Sowee:CISCA!seimic zones 3.4)
PartiWm that are tied to the ceiling and all partitions grooler than 6 fleet in height shall be latemily braced to the sWftre.
Bracing shrill be Indepoi debt of the calling oft bracingsYM�.For hurlher Information our bracing of non-tired bearinn 3. Light fixtures wooing more than 56 lbs.shah tis supported directly from the structure above.Theis wir+eu3 must be taut.
(Sioeuncs:CISCA eo&*za►rss 3.4)
partitions,refer do NWCB technical document 4201.(ASCE 7-05 item 13.5.8.1.)
I main!loMms 4. Pendant mounted fbxbwres shall be directly supported frown the strtx;buo above using a 9 gape wine or an approved alternate Fenno Crook Place
support using the ' (�:CISCA 3.4)
AN vain beams gra to be Duty(HD).(ASCE 7.05IIrsm 13.5.6.2.26) BUi/ding A
3. Da%c&m Limits 5. Tandem fixWms may utilize common Mires. 16037 SW Upper Boones
All a are bees shall be capable of carrying the design load without exceeding deflection equal to 11360 of Its span.rC/SCA
Zea 3-4) G. Mechanical Services Fie ;r"y Road
1. Terminals or services weighing 20 Na.but not more than 56 Its.must have two 12 gage wires connecting them to the calling
SUil+e ISS
4. LNnibillonsh sp*M hangers or the sttidure above.These wims may be slack.(Soxaoe:CISCA sslwik zones 3-4)
These rexaor, tlorra are intended for suspended ceilings Inwtiuding^perlsll or tib,l it fixtures and air terminals f TIGcBI'id, Otlegon 97224
weighing no more than 4 los.per square foot.(ASCE 7-05 Ilam 13.5.6:1) 2. Terminals or services weighing macre than 56 Ilse.must be I,Klqm WoMh►supported directly from the structure above.These
wires must be taut.(Sours:CISCA saismlc zones 3-4)
3. VAre Tisa
AN wft itis aro to be three tight lame around itself within three inches.Twelve gage hanger wire spaced 4 foot on center(see W. Seismic Sepandon Joinis(See debil 41 Al
etsN2)
d 1/AlA142).(ASTM C 636#M2.3.4) �.�..�.. ..,........_... .._
1. For ceiling area exceeding 2,500 square Beet„a seismic sep m joint or full height well partition that breaks the ceiling
shall be provided unless analyses are perhmned of the ceilings bracing systern,closure origin and peneetratlons to lx
6. Ceiling Plans Changes self tient clearance.(Source,ASCE 7.05Im 13.1&2.2 d)
Changes in ceiling planes require positive braising.{ASCE 7-05 section 1 .5.&ZZ Item fj
2. The layout and location of the seismic separation joint shall be per the designer of recon and rioted on the plans.If a
seismic separation joint is required by the designer,the designer may use the generic joint detailed In this document or a
B. Lateral Force Bracing See detail 11 A102 and maximum recommended len s for proprietary joint.The amount of free movement(gaip design/)shall be a minimum of 314 inch.
vertical struts table) 3. In lieu of seismic separation joints,the ceiling may be divided into areas has than 2,500 square feet by the use of partitions
1. Ceilings constructed of lath and plaster for gypsum board,screw or nail attached to suspended members that support a ceiling or soffits as described below
on one level extending ftorn wall to Miall shal In exemptfirom the laterad force buft requirements.(Srounce.CISCA zones a.Parlltbna
3-4) Where used,partitions shall extend a minimum of 6 Inches above the bvrel of the pians of the grid and shell be ,
Independently braced to the stere above.
2. Lateral force bracing Is the use of vertical struts(compression posts)and splay wires.(See defeil 11 A104 b
So%shall extend to a point at least level with the bottom plane of the grid and shall be Independently supported and SHEET TITLE.
3. Lateral fore bracing is required for ceilings over 1004 square fleet and not mqukW for ceilings We than 144 square feet laterally braced to the structureabove.(Detail 101 A102)
provided they are sum by four wails and braced to structure. Suspended Ceillng
4. Other then partitions and softs,seismic joints may not be used as part of a Ire rated ceiling assembly unless substantiating ,
4. Lateral force bracing shall be 12 test on censer(maximum)and begin no farther than 6 meet from wets.(Source.-CISCA, documentation is provided. ��� L 14/5
ft t
�. *W*zones 3.4)
I. Winkler: /'I:'S 'r �r' � 1�'�1 G1�/1t' E
5, Seismic splay wires are to be four 12 gage wires attached th the main tee m.vilios are arrayed 90°from sax I other and at an 1. For ceilings without rigid bracing,sprinkler head penetrations shall have a 2 inch oversize ring,sleeves or adapter thro ugh the
angle not exceeding 45"firorn the plane of the calling.(Scwres:CiSCA suuarrrk zonas 3.4)
dating#iter to aihow free movement.of at heeast 1 /next in all horizontal dhnectioris.Fb/x�yiWew/head
�'.�d+es�ign that e�in ac�cornmodaM 1
Inch free shall be Qerrriitied ser an ,(Sourxs4 ASCE 7-05133 516.11.1fo1�..e)
6. Seismic splay wires shall be attached to the rid and to the structure In such a manner that they can support a design loud of
Tr
not less than 200 pounds or the actual design load,with a saloty factor,of 2,w ilohsv!err Is greeter(ewe detall 12.1 A102).
(Soto co CISCA zones 3-4)
7 'Powder driven shol4n4nchoW when used for seismic application as part of the prescriptive path In Seismic Design DRAWN BY iDRM
Categories D,E and F shall have an iCC-ES approval for seismic applications and shall require*speciial Inspection* DATE ISSUED 09.15,1 t
irrespective of the type of occupancy cabe ry the shueture Is In.Anchors for kicker wireefsployed who Irnstaled for;purposes
y other than seismic restraint)are exempt from this requirement.
8» Splay wires are to be within 2 inches of the connection of fie vertkatl shd to suspended calling,(Source.CISCA seismic
zones 34)
o, 9. Rigid bracing may be used in lieu of splay wires.(So ums.ASCE 7-05 sscdirae 13.&&Z2)
�.r
10,Ceilings with plenums loser than 12 Inches bio sirucslure are not required:to have Iateral fort s thrsecirig.
11.Vertical struts not to positively attached to the suspenslon systems and the structure above.(Snur+ce.CISCA(3-4)
SHEET. A 1 01
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MIN.45"
MIN.45°
12 GAGE SPLAYED BRACE 0
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MIN.450 3" MIN..45° /,�
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CONSULTANT;
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LATERAL FORCE BRACING 1ATTACHED WALL MOLDING ALTERNATE
SCALE: NTS SCALE: 3"-1'-0"
SEPARATE SUPPORT PIPES,
121-W OC EACH WAY NDUITS ETC,SECURE ALL -
HANGERS TO BUILDING
#12 WIRE 4W OC #12 WIRE Q 41-0"OC STRUCTURE.TRAPEZE 2"WALL MOLDING
W-0"MAX OR#10 WIRE @ 6-0-OC OR#10 WIRE G V-W OC AROUND DUCTS AND OTHER
LARGE DESTRUCTIONS,
SCREW
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BUILDING STRUCTURE
WALL 00 ,
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SECURE ALL HANGERS TO
BUILDING STRUCTURE.
LATERAL BRACING a 12'-0"
TRAPEZE AROUND DUCTS PROJECT NUMBER: 211207b
O.C.EACH WAY,MAIN AND OTHER LARGE 8'► 4000
RUNNER TO STRUCTURE. OBSTRUCTIONS -' .000
BEGIN BRACING WITHIN 94r e ufte Ol
OF PERIMETER AND 2"FROM SP
IL
CROSS MEMBER
COUNTERSLOPE HANGERS IF °• SPREADER BAR
ADDITIONAL HANGERS AT ALL MORE THAN 1:6 OUT OF OR OTHER SUITABLE SYSTEM .....FLEX HEAD SPRINKLER
MEMBERS WITHIN 8"OF
PLUMB • REQUIRED TO KEEP
PERIMETER WITH SUPPORT -314" .► PERIMETER COMPONENTS
+ COMPRESSION STRUT ,, FROM SPREADING ED TEE GRID SYSTEM'
WIRE a I A SLOPE AT 12'-0"OC EACH WAY MIN. MIN.AT ,� PREAD NG APART
- UNATTACHED Fano Creek Plane
SPREADER BAR BETWEEN WALLS � `� WOMB
BUlldng A
.rrrrr • r rrrwrsr •• rr rairrr• rr` wry •river
ALL MEMBERS AT ATTACHED �i..�.,. ,
SiC1E 7607 SW Upper BOones
wuw�wurif�
CEILING AS" E`MBLY SECTION 6. UNAT7ACHE'D WALL MOLDING T. ALTERNATE SPRINKLER PENETRATION SECTIONFe Road
SEISMICSUIte 165
SCALE: NTS SCALE: 7=1'4" SCALE: NTS
Tigard Oregon 97224
SLACK WIRES
PROVIDE SUPPORT FROM HANGER WIRES
3 STRUCTURE ,+
A102
SLACK WIRES
ATTACHED BUILDING STRUCTURE ,
HANGER WIRES
--CEILING CLIP ++'••• LIGHT FIXTURE
3 •
A102_ A102
nAk 3 TURNS
a , VERTICAL HANGER WIRE SHEET TITLE:
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t4o11. 1r'ERTICAL HANGERHANGER WIRE ATTACHMENT • , +.
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Details
PROVIDE SUPPORT FROM
STRUCTUREr L-1
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" UNATTACHED 45 DEG
. . ..BUILDING STRUCTURE
DRAWN BY: DRM
A102
STEEL STRAP 1"WIDE x 2" +
., DATEISSUED: 09.15.11
LONG x 12 GAGE MINIMUM • .
3 TURNS
SPLAYED SEISMIC WIRE ,
- BRACING
9. TYPICAL CEILING GLAYOUT PLAV WIRE IXTUR
F13. E SUPPORT
SCALE: NTS SCALE: 3"=1'-ttl!"'
fmmw!E;
SCALE: 314" 1"-0"
SHEET:
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1. DEMOLITION PLAN
'„ , 2m FLOOR PLAN "" 3. REFLECTED CEILING PLAN
SCALE: 1/8"= 1'-0"
SCALE.- 1/8" 1'-o' SCALE. 118"f 1�-0'
GENERAL ..NOTES
GENERAL NOTES GENERAL NOTES
1. REFER TO SHEET A1W FOR A COMPLETE LIST OF GENERAL NOTES.
1. REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES. 1, REFER TO SHEET A100 FOR A COMPLETE LIST OF GENERAL NOTES.
AL T RK I DESIGN BUILD-ALL ELECTRICAL OUTLETS DATA&SWITCHES SHOWN FOR REFERENCE ONLY. 2. ALL ELECTRICAL WORK IS DESIGN BUILD-LIGHT FIXTURES SHOWN FOR REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND
2. PROTECT ALL ADJACENT AREAS DURING DEMOLITION&FROM DUST AND TRASH INTRUSION. 2, L ELECTRICAL WORK S G U ,
VERIFY EXISTING CONDITIONS. SUBMIT ELECTRICAL.PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION, PROVIDE REPORT ANY DISCREPANCIES TO ARCHITECT. SUBMIT ELECTRICAL PLANS TO ARCHITECT.FOR REVIEW PRIOR TO
OCCUPANCY SENSORS AT ENCLOSED ROOMS AS INDICATED.
CONSTRUCTION. CLEAN&RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO JOB COMPLETION.
3, PATCH AREAS ADJOINING AND/OR,ADJACENT TO DEMOLITION WORK TO MATCH EXISTING AND/OR NEW CONSTRUCTION. 3. ALL MECHANICAL WORK IS DESIGN BUILD. SUBMIT MECHANICAL PLANS TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.
KEYNOTES
CLEAN ALL DIFFUSERS PRIOR TO JOB COMPLETION.
4. SOUND CAULK ALL WALUGLASS&WALLIMULLION JOINTS.
4, CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED. FINISH INSTALLATION OF BUILDING STANDARD SUSPENDED
SHEETS A101 AND A102 FOR MORE INFORMATION AND PROVIDE BUILDING STANDARD LIGHT
/ PROVIDE OPENING FOR NEW BUILDING STANDARD 3.0 x T40"ODOR, PROVIDE N I DIN STANDARD FLOORING CPT-4 #�BASE RB-1 THROUGHOUT AREA.OF WORK AS INDICATED. REFER TO CEILING GRID SYSTEM(REFER TO SH }
5. NEW BUILDING S { } � )
FINISH LEGEND.
FIXTURES THROUGHOUT UNLESS OTHERWISE NOTED. EXTRA CEILING GRID,CEILING PANELS AND LIGHT FIXTURES ARE ONSITE
IN STORAGE—VERIFY QUANTITIES AND PROVIDE NEW AS REQURIED. PROJECT NUMBER: 211207b
T H EXISTING. VI 1 OAT OF PRIMER AND,2 COATS OF EGGSHELL LATEX PAINT.
6, PROVIDE TEXTURE AT WALLS TO MAC IS G, PRO DE G
PAINT E OTHERWISE NOTED. 5. SUBMIT PROPOSED LOCATIONS FOR EMERGENCY LIGHTING,STROBES,&SPRINKLERS TO ARCHITECT FOR REVIEW AND
AIN ENTIRE SUITE.UNLESS
COORDINATION PRIOR CONSTRUCTION.
Spec ite 1
?, WHERE NEW DOORS,FRAMES,RECITES&HARDWARE ARE PROVIDED,MATCH EXISTING BUILDING STANDARD TYPE,SIZE,FINISH
H EXISTING FRAME & D TO APPEAR AS NEW. g, WHERE NEW LIGHTS ARE ADDED-MATCH EXISTING BUILDING STANDARD TYPE AND FINISH.
&COLOR. TOUCH UP EXLS INC S DOORS WHERE NEEDED
8, PROVIDE J-BOX AND PULL STRING FOR FUTURE VOICE&DATA. PROVIDE BLANK OUTLET PLATE COVERS.
9. EXISTING COLUMS TO BE TEXTURED TO MATCH EXISTING&PAINTED FURRING REQ'D)UNLESS OTHERWISE NOTED.
FINISH LEGEND c� AEYNOTES
10. ALL SURFACES BENEATH ANDIOR ABOVE EXTERIOR WINDOWS TO BE FURRED OUT,DRYWANLED,TAPED AND PAINTED.
Fanno Cmok Place
1 PROVIDE NEW BUILDING STANDARD EXIT SIGN.
CPT-4 PATCRAFT,OZ6394 PLACE IT HERE,GDi.C�R:0Oti"175 MAP OUT
Buildin A
11, PROVIDE BUILDING STANDARD WINI�QWt:OVERINGS(HUNTER DOUGLAS/DRAPER SCREEN 5%OPENNESS FACTOR g
INC.,' 2 PROVIDE NEW BUILDING STANDARD SUSPENDED INDIREGTIDIRECT LIGHT FIXTURES AS SHOWN,
RU88ER BASE
COLOR: CHARCOAL I SABLE)AT ALL EXTERIOR WINDOWS-MATCH EXISTING. � 16037 SW Upper Boon
C TOELESS,�P193 BLACK BRA 3 PROVIDE POWER ABOVE CEILING GRID FOR FUTURE USE, Fe Road
RB-1 R+OPPE, OE � ROVL
PAS KEYNOTES
suite 166
P-2 MILLER PAINT,#8211 SANDY LANE
Tigard
on 07. 2
OLOCKS 3'- "x 7"-t�'DOOR,FRAME,HARDWARE AND RELITE WHERE SHOWN. PROVIDE ENTRANCE
PROVLDE NEW BUILDING STAN AT DOORS E100&102 AND A CLASSROOM LOCK AT DOOM 101,
LEGEND-
PROVIDE 3 WAY LIGHT SWITCH.
c DEMO WALL ANDIOR ELEMENT
EXISTING PARTITION
PROVIDE(2)Ne SHEET METAL
SCREWS AT EA.BRACE BLDG.STANDARD PARTITION
ATTACHMENT TO STRUCTURAL----. --------- 'STUD BRACING TO (SEE DETAIL 4 i A201)
MEMBER TYP, STRUCTURE Ir4r O.C.
PROVIDE 2'X 1l8"LIGHT&SOUND RELITE PARTITION
SEALING GASKET CONTINUOUS DOOR TYPES. DOOR FRAME TYPES
BETWEEN WALL&CEILING X- Tos.
i300R FRAME TYPE
VERIFY HEIGI�T
5-2` (SEE SHEET 51 AMI)
3-0w 0
3' BELOW ITEMS SHOWN FOR REFERENCE ONLY SHEET TITLE:
, .�.. .. ..' NOTES
Aft
PROVIDE(2)FASTENERS @ EA. $ SWITCH
-
BRACE STUD CONNECTION TO TOP
1. ALL DOORS TO BE SOLID WOOD{VERTICAL.GRAIN FIR w�A OI�S trI rI�r tI oI� Plans
Vy►ALI.STUD �� . � CLEAR:FINISH}TO MATCH EXISTING BUILDING STANDARD $08 SWITCH-OCCUPANCY SENSOR
OF DOOR TYPE AND FINISH.
. �1► TELE/DATA OUTLET
2. MATCH."EXISTING BUILDING STANDARD HARDWARE.
3-518"25 GA.MTL-STUDS�
2V O.C. ,.� DUPLEX OUTLET
TEWWITH W GYP,BD.EACH:SIDE. `
3. NEW FRAMES TO BE"TIMELY"KIK DOWN(ALUMATONE) QUAD NUTLET
PROVIDE 3 SOUND ATTENUATION UNLESS OTHERWISE NOTED.
BATT'INSULATION FRICTION FIT IN 2X�!ACOUSTICAL SUSPENDED CEILING
STUD SPACE AND ACOUSTIC �'
SEALANT 4 CEILING GRID.
HILTI POWDER DRIVEN f DRAWN BY. DRU
r'
A SUSPENDED INDIRECTIDIREGTNIGHT FIXTURE TO-MATCH
ANCHOR ON 19PB AT 4.0" EXISTING BUILDING STANDARD DATE ISSUED: 0915.11
BASE ON BOTH SIDES AS O.C.THRU MTC.STUD
SINGLE OPENING ) SINGLE OPENING wl
SPECIFIED TRACK SIDELIGHT S TRANSOM PATH OF EGRESS SHOWN FOR REFERENCE ONLY
(DEFERRED SUBMITTAL)
EXISTING 5L�1B
EXIT SIGNS(Wl INTEGRAL;ARROW WHERE OCCURS),
CEILING HEIGHT AFF
�.
4.1BUILDING STANDARD PARTITION . DOORS DOOR FRAME' TYPES
SCALE, 1/20 '1'-+0"
SCALE.,, 114.
SHEET:
w
r
`LRS KtMf�ak lM 0 MI
1�'e �''JII IT' SET' 09.1&11
,
A201
3i:'
„
y. :., .'-.. v,.....x.1:9 ,..J ;1,.'i`9je{.xuu,.... ..,.. ,...'-Msl,+k,... .i..'• .:.:.:',. 1 •.. `.lY`,W'F %•`'
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