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10500 SW NIMBUS AVENUE-1 �� o _. - - -- �-­----_-----r cc -,-------,----,----,- KETYNOTES _ �__ WALL LEGEND 10 - ____ � g ,:_ cm N _ T_ T-I'` -1- r�--I -- - T - _ I � I I I o 1. EXISTING LANDSCAPING EXIS TING WALL TO BE REMOVED. PATCH WA!LS, o- I U I I L'ii I I j 2. EXISTING ASPHALT DRIVE FLOOR, do CEILING AS REU 0 g 6 I � ! � � I 3. EXJST'ING MARKED HANDICAP PARKING STALL.. � � Q 1 1 � . L-�� i I I � � I I I I ____11 I � 4. NEW 5'-0" WIDE SIDEWALK CONNECTING EXIT 70 SIDEWALK. SEE 2/A1, EXISTING CONCRETE WAIL TO REMAIN ,¢ � � VERIFY EXACT LOCATION TO PROVIDE MINIMUM IMPACT TO R EXISTING LANDSCAPING. `� EXISTING WALL TO REMAIN. PATCH dt REPAIR ANY F,OLE.S OR DAMAGES. SEE GENERAL NOTES FOR FiNISH 5. EXIT ROUTE FROM AREAS OF NEW WORK. 2/ 6. EXISTING NON-RATED HALLWAY. � 7. REPLACE EXISTING ADA PARKING SIGNAGE WITH NEW SIGNAGI- NEW PARTITION WALL: BL). E METAL STUDS ' ® 16" O.C. W/ 5/8" GYP BU. EXTEND ENTIRE' ASSEMEiLY ( - _ _ _y- A7 7'--0" AFF TO BOTTOM OF SIGN. SEF_ DTl 1/A1. RUBNERTO EBA DE ONO.INSEF_ QEISH JTAIL 3P/ROVIDE 4" 01 .9 2 I E- c I) i I I � � � SYIVIBOL LEGEND m � - - ---- -- Y„ __7N" �? a. Ln -1_= _-. IN' I , ----.----j-- E EXISTING m t j 2 U o m w v - _-__ _ r ^ F ---- _-)f_ -_ N NEW 11-1 FIRE EXTINGUISHER w w °D r' ¢ I I. " _\I _.-, 1 U" _ --.090" ALUMINUM SIGN PLATE ____-_- ----- i.-U - to 0 I ( 1 ____�, _._l-�� i" 1 WHITE BACKGROUND ce .: y r- �N S I - - 'ryv0 1" HIGH BLUE LETTERS NEPA FILTER SPRINKLER (D 0 N I— 6 d 11 - I AND BORDER, BAKED ENAMEL I rr ��_�_ PMV DIS, W " FLOOR DRAIN , ' 7 � DMV DISABLlO - - -- - 11 a a e & T __-� , r=I PERMIT ONLY. if lti EXIT SIGN 1.:___ VIOLATORS ANDICAP SYMBOL. WHITE " + 3 OCCUPANTS - SU9JjaT To WITH BLUE BACKGROUND -- 0 ��--� y TOWING UNDER e �] I II ORS alf.02o t0 R r VISUAL ALARM N ,_,L -11- -. .------ _ _ - _- ==��c_n i-- --- - wc-:._--'____ AN FINE UP TO .I 1.111, 60 LQ 00 ���,�/// Rso uaosR /" RELOCATED ITEM - -` 4 MOUNT ® 130" A.F.V.. - - i i WAREHOUSE L.F. V/ � r, \ r , ,�_L \' -- GALVANIZED STEEL rOST I i OFFICE L.F. W -- '_' 1 z • ON � 2 OCCUPANT'S l D � � Cw7 @I _ l - ---`� Z SIGN ACCESSIBLE > C - JI P VICINITY MAP � . �- -�� - -:_-- --_ T � I � o s=�- -=__ I - )- o ma__ `� 4 C4 __ r --� _ __ I �Jl _ 17i 1 I I �\.�, (A vwlfoasler z > _ - L��_; I __.-.moi -_� ��+. 't_..-..._ __� 1 p p - _ rEl IM �` 1_1�_ 11 -1 I I - '�'� - `_- - Z 00 ,� 1 � .Y \ I i �__ ___ -,.�.� I f AREA OF WORK- - 1 - --._ - - r x I � - - 1 _ ] 4 OCCUPANTS i - - F-=� r=-� I l e O p r Project _ - N &MPWW )I 6. 1 SfTE I m - -' I L - - - ,�• 0 . „, Tenant IL�nproverT�t 7 l� - �� ♦ , \ 0. Schola Bu T i P.. :•r'. -- `-���_ -- _ z T 17f.+ s 4►;_ � 10.0 SW {UI'[X1�ue i � �- a . /ttasise l�aswP '�" x �-- rrgerrcl, til ;.,, 1 7 TP , SIGN POST __ _ ,� �, 4 ,.,. Al 1 -o" +" � f �1w.v.. i I �, C� . ' I Ck KEY PLAN L\ 3 _' ( 3 p J i / I . �, l _ 3 / i �"I r '\ AREA OF WCRK I / � I I Z / L I I I / � \ _ / / I I , / , / r ROOM FINISH TO MATCH EXIFT I I l N AS NOTED ON PLANS * SURFACE TEXTURE (A81 REFERENCE SITE/EXIT PLA 700LED EDGE EACH SIDE =-- N4[: SHADED AREAS INDICATE LIMITS OF NEW WORK SLa 2% CROSSMAX I I "\ 1 1 • -- ?J �wAr t ` SLOPE MAX - U `l ENERAL CONSTRUCTION NOTES [ ���� %, (NOTES APPLY TO AREAS OF NEW WORK) I a O COMPACT GRANULAR BASE w ; \, GENERAL 29. All work indicated on plans shall be considered new unless 53c. Existing wolfs, surfaces shall be stripped, resurfaced, and patched 87. Automatic Sprinkler System Supervision: All valves, including 105. Electrical Contractor shall verify the serviceability and reusability 1. The drawings locate products, surfaces, and materials and the notes identified as existing to remain. as required. those in pits, shall be monitored by UL listed Fire of all existing electrical equipment and repair or replace as - rr essentially eonve design intent. The project Intent is to provide for 3D. All materials and products used on the job site shall be 53d. Prepare all existing and now walls for the installation of Marshal-approved central station. Water flow and high/low necessary, n-___ 0 Y Y g P k - Y" CONCRETE SLAB WITH �! � II utilities should "environmentalt safe," low odor, and non-flammable. Use of any wall covering and paint as appropriate. Comply with manufacturer's pressure for dry pipe systems (if used) shall be supervised, as well I06 Electrical Contractor shall verify the capacity and reusability of a complete, working model. Upon completion, a Y y y g equipment p P q CONTROL JOINTS AT 5'-0" O.C. _ product not complyingwith fisc above criteria shall he coordinn.�d instructions for all installations of wall finishes. as other features deemed necessary b National Fire Protection existing electrical a ul meet and repair and replace as required.be connected and all penetrations through exterior walla and roof p should be water tight. with the building Owner 54. Dispose of ail point materials off site. Do not pour down drains, Association Standard 72 series. UBC Section 904.3. Fire sprinkler 107. Electrical Contractor shall remove all unused or abandon electrics, 5: A�f'►� g AND EXPANSION JOINTS AT ` 'WY n materials shall conform to the latest adopted 31. Contractor will be hold responsible for any damage or cleaning catch basins, or 'n londscop;,ig. contractor to prepare sprinkler system shop drawings for wiring, equipment, and phone and data cabling. All wiring and \`, 2. All workmanship and oP �j�► and specifications of all throughout structure deemed to be a result of the work. Contract 55. Provide a full ollon of each wall color paint with labels in tenant coordination of Architect s drawings by Architect/Owner and shall cabling to remain shall be suspended from structure as required by 20'-0" O.C. OR AS building code edition, and to conditions p will provide construction cloanup of all areae affected by duet or cluset or under sink, label all leftover paint, and store on directed pay all fees and obtain all permits and approvals from governing co:e. governing authorities. SHOWN ON PLANS, -~`�i^��`�\ if it imensions and conditions prior to an construction material during construction and upon completion by Owner. agencies necessary to complete work. 108. Fl,r Creekside, Scholes, and Woodside flex-buildings, provide - '�� J r _ il!ERSTEN t� CRANE 4 , Contractor shall field ver y a d p Y ` �f h Architect. ofproject. 56. All exposed gypsum board to be toped and sanded with texture to 88. The Mechanical Contractor at completion shall prepare and submit separate electric meter in building electrical room or on building `� LK starting construction and report any discrepancies tote SIDEWALK 1 A - �r i n a all fees for HVAC contractor match existing adjacent surface in building (UNO). (3) copies of is Air Balancing Report to the Architect for review space, c e, �:,::' us directed by Owner. When sub-dividing an existing 2 1 Y ' Any correction work required as a result of not reporting such 32. Contractor shall coordinate nate a d p y a Ip�cyJ a ��"'" e at no additional cost to the to provide 1008 fresh air supplied to entire tenant space 3 calendar l57, All sum board to bs minimum 6/a" thick and shall be earewed by floe Mechanical Engineer. For work in Creekside 5(x, all air space, a separate meter for each space shall he provided as part of 3/4"-1'-0" 1+11803 \� discrepancies shall be performedgyp Al _ Owner, days prior to and 1 day after substantial completion for a totut of 4 to 20 go. 3^1 2 metol studs at 16 0.0, (UNO). balancing shall be by Air Balancing Specialty Inc, this work. Electrical work performed in full-service office V I a i kin other tenants 58. All finish materials to be established by Tenant Construction 89. Fire dampers shall be installed and accessible for aervfcing in the buildings like Creekside Five, Creekside Six, Woodside Six shall FOftiiAfit) lIF'fGDNO.�► 4. Contractor and ,..'econtractors shall carefully examine the site and days. Provide up to 100% fresh air without making 0 e 0 rd in �/J �� v the construction documents o1 the Work. Errors and omissions tri uncomfortable. Standard, unless otherwise noted. Color in accordance with finish following locations: OSSC. Section 713.11. be coordinated with existing electrical service rooms Ionated on J _ n (� the plans or specifications shall be called to the attention of the 3.). Provide draft/fire stops as required by OSSSC, Section 2301. schedule as approved by Owner, a. Ducts penetrating fire-rated walls. each building floor j pC 1 V F � Architect prior to submission of bid so that addenda may be issued. 33a. NOT USED. 66a. All flooring (carpeting, vinyl goods and metals) shall be 90. Contractor to install temporary filters on all HVAC VAV boxes 109. All conduit to terminate in standard duplex box (unless otherwise z = ' - on the art of the Contractor does not relieve 34. NOT USED. provided and installed by general contractor, uno. Provide 10C of prior tv construction. Filters will be removed at the completion of Hold). See electrical plans. Failure to do so ptenant. the ob. 110. Switching for lighting indicated on the Architectural plans is for ' i 35. NOT USED. extra carpet for later use by 1 --�� C +�� Canto ctor of the responsibility to provide a correct and finished prorfu.a 36. NOT USED. 59. Touch-up paint the interior side of all perimeter window frames. 91. HVAC Contractor to coordinate zone control of existing HVAC reference only and Is intended to show switch locations only. -�'"` 011.5�ppY R0�� � © GROUP MACKENZIE 1999 6 All demolition work to conform to current OSHA standards. Repaint entire window frame In cases of extrerne damage. system at improvement area. Separate and re-route existing duct Requirements for dual switching, automatic area shut off controls yq SCH_l_ � 1 ALL RIGHTS RESERVED 5. The Contractor shall obtain and pay for all permits and 3 a j �' sewer hook-Lifees, as well on the plan check fee if It hoe not Provide adequate bracing on existing ceiling framing system prior 60. All existing floor finishes to be removed. Including vinyl base, work and controls de required to provide independent operation by and all other code requirements shall in the responsibility(1)lone switch the y / -� P unless otherwise noted on lane. tenants on each side of demising wall. design-build Electrical Contractor. A minimum of (1) one Switch INDEX 01- DRA'�IINGS �� THESE DRAWINGS ARE THE PROPERTY Of previously bean paid for prior to the bid date. Traffic Impact to demolition. P v --- _-�--- __-__ fees are not to paid inor poi un areas where existing carpal to remain, steam dean carpet. 92. Contractor to clean all new and existing HVAC grills and diffusers per room shall be provided (UNO). TT�� 22 GROUP MACKENZIE AND ARE NOT TO BE scheduled to remain. All duel work behind grills shall be o uniform 111. Existing electrical and phone/data outlets ore Indicated on plans. ANpA��T USED OR REPRODUCED IN ANY MANNER, 6. The Contractor shall obtain end pay for dumpeter, telephone, DOORS Additional existin outlets may exist and should be verified h the sSQQuu WITHOUT PRIOR WRITTEN PERMISSION temporarytoilet facilities for eubcontractor'n use. 61. Contractor to fill and patch existing concrete slob and shall provide dark color. 9 Y Y '7. Doors shall open from the inside without the use of a key or any smooth uniform surface prior to new floor covering to be installed. 93. All gas piping to be indoors. Electrical Contractor for reuse as part of this project and may be - 7. General Cantroctor shall Include all necessary monies for 3 p r• reffort. USSG Secticn 1003.3.1.8. 62. Existing suspended acouatle cetlin a to remain, uno. Contractor to 94. Provide separate gas meter on building exterior wall as directed by used in lieu of nutlet shown as new in some area AL_........__TITLE SHEET, I_EG[ND:i, NOTES, SITE REFERENCES REVISIONS: temporary utilities with bid. This should Include fuel for HVA., special knowledge o q as well as all electricity 38. Double Door Hardware: Where exit doom are used in polos and replace all damage or discolored tiles and shot) replace all damaged Owner. When sub-dividing an existing space, o separate meter for112. Contractor shall verify locations of all electrical and voice/dataBUILDING PLAN equipment. Y in i h a roved automatic flush bolts are used, the door having the ceiling grid. Finished ceiling to be uniform in appearance. each space shall be provided as part of this work. Separate gar, outlets for systems furniture with the Tenant prior to installation. - 8. General Contractor to coordinate Architectural drawings with PP 0 Mechanical and Electrical drawings. automatic flush bolts must have no door knob or surface-mounted 63. All Tenant Improvement ipecificatluns indicating that "all metering will not be required for work performed In full-service 113. Contractor shall clean and repair all existing smoke detectors to be ARCHITECTURAL Gi 9. NOT hardware. The unletching of any leaf must not require more materials, adhesives, and other products used la the Job site shell buildings like Creekside Five, Creekside 51x, Woodside Building Co used to good working w. existing, A2.__..-..-._...CLEAN ROOM SECTION, DOOR SCHEDULE, DETAILS REVISION EDITION E USED 114. Contractor to clean all new, exlstin and relocated light fixtures at 10. Dlmenalons take precedence over scale. Dimensions are typically than one operation. OSSC, Section 1003.3.1.8. be "environmentally safe," low odor, and non-flammable. Carpet Six, pl 9 1. I , \ - �3 c^ CLOSING DATE unless otherwise noted. 39. Exterior main entry door It, o Group 8 Occupancy may have a must include + CRI-IAO green label ind:cating carpet meets with 95. Duct all exhaust fans separately. completion of ]ob. Re-lamp and replace ballasts In light fixtures as A3___..._._...FLOOR PLAN, REFLECTED CEILING PLAN, NOTES, DETAILS to foto of structure/wall it, Contractor shall keep the area of Work (interior and exterior) free keyed locking device readily distinguishable as locked !f a visible industry standards and is environmentally safe and low odor." 96. Furnish and install water heaters, sized for use Indicated ,n plan, to required, of garbage and debris on a DAILY basis. durable al(r.is mounted on or adjacent to the door stating "?HIS be mounted as directed by Owner. 115. Contractor shall clean and repair all existing exit signs to be S 12 If adjacentrbage tenants arena DAILrbed by nosey construction (i.e., low DOOR TO FMAlN UNLOCKED DURING BUSINESS FURNISHINGS 97. Mechanical units shall be set an curbs to match existing roofing reused. Batteries and/or ballast shall be replaced if not in good -� f i �- htmrmerin , core drilling, or demoliilnn), or odors (I.e., painting or HOURS." OSSC, Section 1003.3.1.8. materials and construction. Curbs constructed of pressure treated working condition. $TRUCTURQL '�---- + + f g 4 Panic hardware shall comply with UBC Standard No. 1G.4 and fi4. Repair all existing mini-blinds at all perimeter windows in 2x8s with cant strips and Derbigum cap sheet will be allowed if 116. Telecommunications system by Tenant. Contractor to coordinate adhesive from wall covering, etc.), such activity shall he 0 p y S1.Q-_GENERAe STRUCTURAL. NOTES, DETAILS _ re-scheduled after hours. Owner shall pay no overtime for such shall be Installed on exit door from assembly rowan with on expansion area to good working condition. Replace existing compatible with existing roofing materials. Provide counter Work. Verify with tenant locations of all new outlets prior to offer-hours activities. occupant. load of 50 or more. OSSC, Section 1003.3.1.9. mini-blinds with damage to match building standard. Clean flashing as required. installation. S2.1__ _PLANS -� i i 12a. "Notify owner If scheduled demolition will affect adjacent spaces 41. All exterior lockrets to he Schlage D-Series Rhoden and all r;xisting mini-blind by method recommended by manufacturer. 98. Toilet rooms shall be provided with a macho iicolly operated SCHEDULING OF FiRE SPRINKLER AND ALARM SYSTEMS -� Y Interior lockests and passage nets to be Schloge D-Serles Spartn. 65. Furniture indicated on plans is for reference only and shall be exhaust system capable of providing a complete change of air - - i-T-- or buhdinga. i 3. Coor,f '.,I.. scheduled Items to be salvaged for return to Owner. 42. Contractor shot! verify compatibility of hardware specified with considered NIC. every 15 minutes. Such systems shell be vented to the onside air 117. The sprifollnkler system must occur when scheduling work an the tiro Contact Larry Durdel at lnsignio/ESG (626-2277) building keying system. Keying of ail door locks shall be and at the point of discharge shall be at least (5) feel from any aprinkler system at any o ednia/E ro office building: -�- to coordinate return of salvaged items. coordinated through Key-Sec, Tom McGee 620-0744. ELEVATOR openable �dndow. OSSC, Section 304.5 a. s Schedule must be faxed to Properly Manager / dono at two 99. Plumbing Fixtures: Contractor to select plumbing fixtures to match days prior to any sprinkler work or alarm work being done at the '�.-�- s4. Contractor shall keep roofs free of debris (i.e., nails, screws) at all [_Lp _ _ times and shall be responsible fo- Immediate repair of any 42o. Provide keys to the tenant at completion of job. 66. - 80. NOT USED. existing tenant standard. Submit fixture cut sheets to Architect and job site. The schedule must Include the niche of the d the madding damaged roof membranes or surfaces. 43 Provide closers on all exit doors, demising wall doors, and where Owner prior to installation for approval. All plumbing fixtures phone number, and the date and time which they need the building _ MECHANICAL (sink, faucet, and toilets accessible and compliant by ADAAG to be on disregard. 15. Contractor to properly patch all roof penetrations to ensure noted. ^ watertight seal. The Contractor must use the roofing subcontractor 44. Top of relites to match top of doors (unless noted otherwise). requirements, OSSC, Chapter 11. b. The Contractor must coil Property Manager / Assistant n verify "' SHEET TIRE: Bl. All mechanical design to be b Mechanical Contractor, unless an that they received the schedule and that they will notify Honeywell (� TITLE, who installed the initial roofing. 46. NOT USED. 9 y a. When Installing any kind of new equipment (HVAC, etc.) on a 46. Al! doors, new and existing, shall have matching veneer slicing engineered set of drawings is provided. Submit (4) copies of plans ELECTRICAL to disregard the building according to the schedule. The Contractor roof, the Contractor Is responsible to install crickets if necessary to patterns and groin density. Replace existing doors if required to and specifications to Architect for coordination with Architects Is responsible for notifying Property Manager / Assistant prevent standing water. in addition, roof curbs, flashing, pitch match. drawings. in addition, Mechanical Contractor shall provide with 100. a. Each tenant space shall be provided with on override switch for immediately, should any changes occur in the schedule. N C T E� pockets are also to be Included as necessary. 47. NOT USED. his/her submittal o minimum of (2) copi.s of a colored floor plan full-service buildings. c. Each coy, before leaving the b site, the Contractor Is responsible BUILDING CODE 16. No storage outside of buildings shall be allowed without 4A. Contractor to adjust the rbalstive force of 0 new and existing designating which areas are controlled by each thermostat. b. All electrical design to be by Electrical Contractor. Submit plans for calling Honeywell (232-9186) and verifying the system is back 2 authorization b Owner, exterior door closers to muxlmum pressure of 8.5 lbs. and all row Mechanical design must be approved by Owner and Mechanical and specifications to Architect for coordination with Architect s on-line and there arc no trouble signals. R E F E R E N C E Y n of kind shall be allowed on the r Engineer if employed by the Architect prior to construction. drawings. Electrical design must be approved by Owner and If the above steps are not completed, and Insignia/ESG 17. No construction signs o y and existing interior dear closers to a maximum pressure of It.s. C remises. Mechanical Contractor to pay all fees and obtain all permits and Tenant prior to construction. Pay all fees and obtain all permits and receives an alarm, the Contractor will be backrharged the APPLICABLE UNIFORBUILDINM CODES AND EREGULATIONS1 ) PLANS, P to comply with ADA requirements and OSSC, Section 1109.9. approvals governing 9 Y P g 18. Owner shall not be responsible for tools or material goods st�_lnn o' P Y q approvals from governing agencies necessary to complete work. a p ovals from overnin agencies necessary to complete work. following amouns: damaged on site. na Coordinate on with draw nn s. Coordinate for soliorae not Coordinate with General. Coordinateareleciecal ems for requirements)for not After $ 500• o. 1997 UNIFORM BUILDING CODE OSSC 19. .. Indicated on drawings. b. 1997 UNIFORM MECHANICAL CODE a DOOR 1C• Upon completion of Work, the Contractor eholl thoroughly clean SPECIALTIES d g q mechanicals tem with Mechanical Contractor. the areas of work and wash the inside of all windows affected nu mechanical system with Electrical Contractor. system Plus any costs charged to us from the Fire Department for 1 r B1a. it is strongly preferred to have mechanical drawings designating which c. It is strongly preferred to have electrical drawings showingfixture responding to the alarm. c. 1997 UNIFORM ELECTRICAL CODE vi that the space Is ready for occupancy by Tenant. 49 rlre Extinguisher Requirements: Not less than one O approved SCHEDULE ,, areas are controlled by each thermostat to be transferred onto an types and locations transferred onto an AutoCod disk (DXF format), In other cases where alarms go off (i.e., sheetrock/demolition, etc.), DESCRIPTION OF WORK: TENANT IMPROVEMENT � r 20. Upon completion of Work, the :ntraclor shall be responsible for fire extinguisher(s) with rating of not less than 2A10B:C shall be the return to Owner of all vacancy/mechanical and electrical room rovided: One "A unit minimum for each 1,500 square feet of floor AutoCod disk (DXF format), as well as (2) hard copes to the Owner. as well as (2) hard copies to the Owner. If not feasible, then send and precautions were not taken (not covering the smoke t or eholl a ex tenses required to re-key building. P If not feasible, then send (2) hard copies to the Owner. 2) hard copies to the Owner. detectors), then the Contractor will be backcharged as described BUILDING ADDRESS: 10500 S.W. NIMBUS AVENUE , eye p y p q Y g. area or fraction thereof. The travel distance to an extinguisher 92. Contractor shell provide a writterT scope of HVAC work with bid. 101. �lectricnl IigMting plan is provided for reference only and is above. The Contractor will not be charged if proper precautions 71 Contractor shall warrantee all ports, labor, equipment, and material from any portion of the building shall not exceed 75 feet. NO. OF STORIES: 1 O r for ectad of one 1 year or rooter _ fire extinguisher at all existing This is to Include tonnages, new equipment, number of zones, Intended to show fixture types and locations. All electrical design were taken, nor will you be charged for false alarms. p . 3 provided under this Contract p O Y ( g UFC Standard 10 1. Provide new i e g g desert tion and quantity of controls and thermostats, eta Owner to be, by Electrical Contractor. Submit plans and specifications to The Owner prefers buildings not be placed on disregard during y�I �___ __ If provided by subcontractors at manufacturer), upon completion cabinets where missing, All reused existing fire extinguishers are P will review scope of work proposed prior to acceptance of bid. Architect for coordination with Architect s drawings and approval non-business hours, weekends or holidays. The building insurer FLOOR LOCATION: 1ST FLOOR 1 of contract. to be inspected .i /or recharger), as necessary, pest prior p tr __ 82a. Contractor to provide certification that outdoor air requirement prior to construction. Pay all feels and obtain all permits and requires any building on disregard at these times must have an OCCUPANCY GROUP: B M 22. All substitutions shall be submitted to and approved by Owner and to Substantial Completion of chapter 12 table 12-A of the UBC will be met for each occu enc a rousts from overnin a encies necessar to com late work. on-site securit uard, hired from an established, banded security - VR1 DATE' �2.�7.99 matching P Y PP g with agencies code requirements required firm. The Contractor will be responsible for hiring the security BUILDING TYPE: Ill N FULLY SPRiNKLERED , OI� )i Architect, prior to implementation. 50. Floe extinguisher cabinets to be eeml-recessed w/ style nq use within the T.I. space. Contractor to comply energy q q P 23. Any subcontractor-designed items to be submitted to and approved existing. h OSSC, Chapter 13, and shall provide all energy calculations guard and prior notification of such an arrangement must be given f In writing by Owner and Architect prior to construction. 83. The Mechanical Contractor shall always confirm BTU heat Y P P 9Y 9 P g 9 r J DRAWN BY: GKM/AJS 23a. Sho drawings e all millwork ore prior be submitted to arcfritee.l generation on any of the tenant's equipment, including office required for his/her work. Coordinate with General Contractor to insignia/ESG. Payment for such on arrangement sit to be IMPROVEMENT ARTA: 5170 SF* r "Z p g FINISHED equipment, coplera, dtc. those items for demolition not indicated on drawings. Coordinate paid "y the Contractor. GROSS BUILDING AREA: 35,7(32 SF tee I N oq 9 St i- approval prior to start of work '! _ - a ntractor to surfaces existing I 84. The Mechanical Contractor shall verify the suitability and electrical requirements for mechanical system with Mechanical Please :foto: Even though the system may be on c f4 CHECKED BY:K__ v 24. Application of materials by any sub n 9 NQTL. SEE EXACT CLEANROOM FINISHES REUU.REMEN"f S, BY LASCO. t ntroct shall lr I parte tante and h xl Ir II condition of scheduled equipment to he re-used or relocated. He Contractor. disregard, audible alarms will still sound unless the system is pp _ 13 or provlded under the Co Imply P 51. New suspended ceilings and fixtures shall mate a jt Ig building 102. Illuminated exit signs shall be installed at required exit doorwa silenced at the panel. If need be, contact LarryDurdel (Insignia/ GC!��NG AGENCY: CITY OF TIGARD J > .4 r- -, euitahnity of existing conditions. Such ,subcontractor shall be held etandord and be supported and laterally braced as specified In U0C shall check out existing equipment and determine items that need 9 q p ( g / W 0 r irregularities to the product an a result of fixtures I to be repaired or replaced Those Items shall be priced separately and where otherwise necessary to indicate the direction of egress ESG cacilities Manager) for instructions. +-FOR CODE REVIEW ONLY, NOT FOR LEASING PURPOSES. a � lx D i SHFF i resgonsibla for damage o 9 P Standard 25-2. Existing suspended ceilings and xt en may also when the exit serves an occupant load of tiff 50 or more. previous conditior,n. be required to be modified to the current code requirements, see 5/A2. and included under the Exemptions/Clarifications section of the P Y ( ) c w a 25. Gontractar shall von y all existing utuities such ar, sanitary and 52. Contractor shall repair, paint or replace all existing surfaces in Invitation to Bid. OSSSC, Section 1013. **-AS PROVIDED BY INSIGNIA--ESC "`; � U' 6' u) "� n storm sewer, water, natural gas, and electrical lines. Contractor entire improvement area to "near new" condition, including walls, 85. Interior and perimeter office shall never l e on the some zona. 103. Exits shallin ba Illuminated at any time the brill of n occupied with shall verify exisH�'-I electrical service and shall provide additional P Conference rooms and lunchrooms capable of sealing (8) or more light having the intensity of not Zeas than 1 footcandle at the floor ZLQIJr: GENERAL NOTES IN BOLD HAVE DEEM MODIFIED FROM SEISMIC ZONE: 3 y ceilings, doors and door/relite frames, window mullions, toilet shall always be on their own zone. level. The power supply for exit illumination shall normally be STANDARD INSIGNIA/ESG PROPERTY NOTES. service as requir, i STANDARD INSIGNIA SG NOTES LAST ALLOWABLE FLOOR AREA: ORA S.F. partitions, etc 86. Mechanical Contractor shall give the Architect 48-hour prior notice provided by the premises' wiring system. In the event of I,s fa lure, 26. Owner is not responsible when Contractor must re-drill to locate 53. All existing walls to be painted with (2) coats of peqgqehell "nigh g UPDATED 10.20.97. utility. Contractor shall repair all such errors. paint, uno. See finish legend. Submit odor draw-downs to to coordinate o site observation of the mechanical work by the Illumination shall be automatically provided form an emergency a. BASIC ALLOWABLE FLOOR AREA 27. Ail additional drawings and specifications required for permits to Architect and Owner for approval prior to application. Mechanical Engineer. Two site observations are required: one system where the exiting system serves in from storage load at 100 or Al w pp b. 1009 1f.CRLASE FOR SEPARATION ON (4) SIDES +12,000 24,000 S.F. be supplied by Contractor and subcontractor(a). 53o. Where all new partition's abut, 'pin or connect to existing surfaces, when ough-in en Is complete prior to Installing ceiling grid and one more Emergency systems shoal be sup;yste from storage aped In 28. Contractor to fide architectural mechanical and electrical as-built, all walls, or new construction, the finished surface shall be aligned flush. of 100 percent completion. Mien notice is given for the final or an on-site generator set and the system shall be installed in c. 200% INCREASE FOR SPRINKLER SYSTEM + 48,000 72,000 S.F. warranties, and operating manuals to building Owner. 53b. All new walls, partitions shall have -,ped joints- (3) coats sanded Welkrthrough, the Architect s It Contractor reviewed la to fax the air balance accordance with the requirements of the Nations! Electrical Code. report r the Architect ni a can be reviewed by the Mar balani OSSC, Section 1012. d. MAXIMUM ALLOWABLE FLOOR AREA TOTAL 72.,000 S.F. (2) weeks of completion of Work. Contractor also is to provide and primed to meet paint-ready requirements. Engineer prior to flail Inspection, 104. Provide visual and audible alarm signal appliances Integrated into �(-_=--- Final Certificate of Occupancy. No retainage shall be released until 9 P P __ Owner has received these Items. the building alarm system as required by ADA and OSSC, Section 1109. Provide additional electrical service as required. Coordinate JCB N0. 1990209 requirements with building Owner. Alarm locations Indicated on s7 .moi plans are for reference only. It shall be the contractor's -- responsibility to provide shop drawings showing alarm system L �_ , layout as required by code. NI BUP 9-0030500 PERMIT SET: 7/2/99 5 11, -0000*,P-wewfoo ..... ._-_-.rmrNoauws��-.,-,-..+n..eo. -. „ YI r. r �•..o...,.ak& ......_ _........__ .wr .­.­___11,J" _.r, ,, *...., ,�,s &wrap,.",.,-,.-,--......-._--...-.,-,-.. w ,. ,.....n..,.,.reroerrm,-,..,,n"m...,,.",."....«..�,...�....-1- ., ,,..,............_ .-..._ . ....wr+ 11 ... NOTICE: IF THE PRINT OR CYPE ON ANY -qI 11r lIl til III III III 1 i III til 111 s T IIr lir T�1-TiT rJr IIT fit T r III III III lit TII IJI 'III 1' I III III III i 1 III-1111111111 I i�i fel IJi I 1111 rrI IST 111 til III III fII IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 I I I �l 1 I I 1 j ( � I (;1 [ I I I ( _ I_1_ I I > Ib� , I �sl 1 �C lLa. �f� ;C.)L)y `I V . , ITIS DUE TO THE QUALITY OF THE _ "°'° M""'"' `" "" ORIGINAL DOCUMENT fa 195 LG G G 1bG 8 G TG L 8i 8 t Lir t QI, II, S�G��t Oi TBI L 9 I I9 � G k uselii�iiliiiiiiiiliiiTilii' iliiiiili,llllll�lul IlllllIIIIIIiI�ii�i�llii�lliulul illllliiiiiil�,i1IIIIIuIIIIIIIIIII ullulllllullllulullllulIUIIuIIuulu�I�IUlluullllilluluI IILIIII!.I �uiir�,Ii i a 3 °00 O r+ °QD C r� -- - -- -- - -- ---- --- — - --- - -�-- - -- — = _ o o 3 m A3 c .� e I i N 25 GA. 3 1/2" MTL. STUDS TO I Inr I - I h .z=..- aSTRUCTURE GL 8 " X O.C. W 16 g `' GA. CLIP ANGLE 2" X 2" X 3" Wl �2) '9 SHEET METAL SCREWS AT _ A. ND. BRACING TO BE PROVIDED WHERE DISTANCE --• ------ ------ ------ - ---- T * + BETWEEN PERPENDICULAR $ INTERSECTING WALLS OR I � HCRIZONTAI_ BRACING BETWEEN CID I I \ WALLS FXCEEDS 8'-0" O.C. a c 2 -- SI SPENDEI) CEILING ACo SrUD TRACK, PAINTED EILAC.K ® CL `"h --- -" ? ACL 0 C CASING BEADC o y u w .;- v CONT COMPRESSIBLE m�" L__ ----- - -_._--� CO Z 0 11. GASKET C .fV METAL STUDS, PFR WALL LEGEND > ao A3 J -=r ---- -------- — 5/8" GYPSUM BOARD L'� i co I'= 02 RUBBER BASE. -_ TOP OF SLAB o MAXIMUM STUD WALL HEIGHTS =- ----- - --- -- FASTEN BOTTOM TRACK TO 7T SPACING 1 cA(� FLOOR WITH POWDER — --� 25 GA. 20 GA. DRIVEN ANCHORS A (A � _ 12• G.C. 13' 2- 1e'-0-ILI, 2'-0 0.C. z -- - e /`\' 116- O.C. 12'--0' 14-0 `\ �- 24. O.C. 10'-8- 12'-0' ------ ------ ----------- -- - -- - • -THIS CHAR( ONLY TO BE USED IN LOCATIONS Y�1 �'- -- --_ "� �- �94 NO) SPECIFIED MORE STRINGENTLY, ELSEWHERE 17 Q CJ - _ � TYP INT PARTITION WALL a ] o � moo A2 3 -1'-o F-- � � � x I Z 3W �•� vs -� I •...•. .'I ��.-- GYP BD Project WALL AS OCCURS r --GYP Bo Tenant lgxovetnent :-•......._.-:.- -r DBL STUD AT JAMB TYP 10500 SW Nimes Tigard, OR BUILDING REFERNCE PLAN A2 1/16"=1'-0" 'I I• I I I I HOLLOW MTL KNOCKDOWN FRAME (KEYNOTES _ I. FINISH WALL SURFACES, PAINT, AND INSTALL_ CARPET, TYP THIS ROOM. 4 DOOR JAMB _ `ri _ 2. EXTEND WALL TO HEIGHT REQUIRED TO SUPPORT PLENUM CAP. A2 TYPICAL AT INTERIOR, HEAD SIM. 3. DEMO WALL ABOVE PLENUM ® NEW PLENUM CAP. REPLACE c� W/ DRAFT STOP AS REQ'D TO COMPLETE= DRAFT-STOP REQUIREME14TS FLOOR OR ROOF STRUCTURE (MAX 100' LENGTH AND 3000 SF AREA BETWEEN DRAFT STOPS). STABILIZER BAR BETWEEN ALL MEMBERS 4. NEW PLENUM CAP - SEE STRUCTURAL. —AT PERIMETER 5. NEW PRE-MANUFACTURED CLEAN WALL SYSTEM. ADDITIONAL HANGERS AT ALL MEMBERS WITHIN 8- 6. NEW (MODIFIED EXISTING) CLEAN ROOM CEILING. SEE LASCO DRAWINGS OF PERIMETER FOR INFORMATION. FLATERAL BRACING WITH APPROVED VERTICAL STRUT 7. EXISTING CEILI'NI; TO REMAIN. -��- AT 12'-0" O.C. EA. WAY .OUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB -_-- =- _-- KIFRSTEN H CRANE. 4 oo �. Pt7R1i ANU rkFC1:N .1 OF -CROSS RUNNERS FIT BETWEEN __ 1 O GROUP MACKENZIE 1999 8�r MAIN RUNNERS ALL RIGHTS RESERVED A -MAIN RUNNERS AT 4'-•0" O.C. THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE SUPPORT WITH #12 WIRE AT 4'-0" USED OR REPRODUCED IN ANY MANNER, W-0" MAX O.C. OR WITH #10 l'VIRE AT 5'-0" WITHOUT PRIOR WRITTEN PERMISSION 0.C. EAWAY . ._.-...._._..__....._._.._.w_._... - _ _. ........ ........ _..... ..._...._..._._......_............_..........._... LATERAL BRACING AT 12'-0" O.C.C cRE • __....... ._._........- ........... -� Z_. I..) C_. .) �. lJ 1.. ZJ Z , t_ } t_` 1 i..S I. STRUCTURE � BE N 1' MAIN RUNNER TO STRUCT ,.S �-, -�- BEGIN BRACING WIT-HEN 6'-0" OF S i ; , L t i.1 ,4 1 _ S --I -n I I PERIMETER AND 2' FROM CROSS REVISION EDITION --- -- _--- MEMBER. �!^ CLOSING DATE SECURE ALL HANGERS TO BLDG. — - -- II I I I I STRUCTURE. TRAPEZE DUCT WORK _- il II AND OTHER LARGE OBSTRUCTIONS. -- D --�� S SUSPENDED CEILING- BRACING I A2 NOTE: ALL CONNECTION DEVICES TO BE 01AN N.T.S. i l APPROVE[) TYPE AND HAVE 100# CAPABILITY a I I I --- II 1 ,.. �yyry a.rMHdti d,'-.^Jfi1e', IOckeMMiO� f +< iiM1M1WA �WVLl1M"PX riWdR%4K'• IF::.. p' 1 /' -- 12� SHEET TITLE: _ BUILDING REFERENCE - -- _- PLAN , 6 CLEAN ROOM CLEAN ROOM CLEAN ROOM MAINTENANCE CLEAN ROOM SECTION , AREA AISLE CHASE AISLE 122 1 IZA3AJ123C 5. 1238 113 DOOR SCHEDULE AD TE: C7.07_.99 -_— DRAWN BY, AJGKM CHECKED BY:KHC SHEET a CLEAN ROOM SECTION 2 / 1/4'=1'--0" A2 OF JOB NO, 1990209 Nimbus Ave. 10500 PERMIT SET: 7/2/%M 2o1UP99.05305 NOTICE: IF THE PRINT OR TYPE ON ANY V I I I I I I I I I I I I I I I I I ijL` I I V I I I I IIIIIII II I I I I I I II I I I I I II V I I I I I I I I I I I I II I I I I I I I I I I I I I I II I I I I I I I I I I I I I�11II1 1I L I I I I I I V I I I�II I I I I I I I IIII�I0 IMAGE IS NOT AS CLEAR AS THIS NOTICE, - - II LI I I I I—I I I I�I I I I I I I111 11111 1 l��1e �� c Nc.00 IT IS DUE TO THE QUALITY OF-THE ORIGINAL DOCUMENT IC11 8z__171iFlItIl �11111 t�z Oz et Bt Gt 9t 9[ trl st zt tt t 8 G 9 9 4 s z iaiuw ( II IIIIIIIII IIIIIIIIIIII IIIIIIIIIIIII Illllillllllllllllllllllill 11 llll�llll ILII ILII ILII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII ILII ILII IIIIIIIII illllllll Illllllll Illililll.11lllllll IIIIIli1 Ullllll�llll l L IIIIIIII IIIITNII (], L0 MaD �ry a W �• C, a o.O ._ - --.—--- O a` x cc R KEYNOTES t " 1 `2 - -------- - - 04 25-7 1. TAPE AND SAND THIS SIDE OF WALL, DO NOT FINISH. FIELD VERIFY 31 2. REMOVE EXISTING REUTE AND INFILL W/ NEW GYPSUM = _ - - - �/ aFF � BD WALL WHER SHUE p O 3. PATCH AND REPAIR WALLS, FINISH TO MATCH EXISTING. WORK KOOM C142A I - - - _ - 4, NEW WALLS ALIGIJE.D FLUSH W/ EXIST ING WALLS. FINISH Q 15 i3tA �'' ` O x O 12 O Of O O x rO MATCH EXIsrimc. C C r � - >K 5. ALIGN NEW WALL W/ q OF COLUMN. a� -- - -- l`d - 6. NEW PRE-MANUFACTURED CLEAN ROOM WALLS. CE. C � -Q ------------ , -- -_- --_ 7. RCLOCATE EXISTING F.E.C. AS REO'D AT RELOCATED DOOR. � 2 U,p 8. RELOCATED DOOR. PROVIDE NEW 30" DOOR AS REQ'D TO m UJ + 0. m '4 J 1\ ACCOMMODATE MAINTENANCE CHASE WIDTH. N 9. LIQUID NITROGEN STORAGE ROOM. L11 4 n N --- -- — - 10. EXACT MAINTENANCE CHASE WIDTH, LENGTH AND LOCATION �� O 70 BE SET BY LASCO. NK N AT NEW WALL. 11. REMOVE EXISTING CHAIN-LINK FENCING LL SECURE CORNER POST 10 NEW WALL. 12. NEW SUSP CLO GRID AT 10'-0" AFF, W/ NEW LIGHTS, SPRINKLERS AND HVAC. SEE DTL 5/A2 FOR BRACING. o 13. RELOCATE (AND ADD NEW) FIXTURES AND SPRINKLERS AT OFFICE PLAN 4 OFFICE REFLECTED CEILING PLAN EXISTING SUSn CLG A5 REO'D AT MODIFIED LOCATIONS. � W 00 14. PROVIDE BOX STUD HEADER AT NEW OPENING IN WALL. a 0_A3 15. PROVIDE NEW CARPET TO MATCH EXISTING AT ROOM w EXPANSION / NEW ROOM. W Z 16. PATCH CLG AND GRID AT REMOVED WALL. W 17. MODIFY EXISTING EXPOSED DUCTWORK AS REQ'D AT NEW WALLS. � Q O 18. REMOVE EXISTING CLG SYSTEM DURING CONSTRUCTION. REINSTALL AFTER PLENUM CAP CONSTRUCTION. '9. AT NEW PI YWOOD SHEAR WALL, REMOVE EXISTING GYP B0, �,.,I - T�---"� j----------- ; - __ M-- - - APPLY PLYWOOD PER STRUCTURAL, APPLY �" GYP BD z j FINISH AND PAINT. ALIGN W/ CORNER OF WALL AT WEST ��II 4 14 ENI), ALIGN W/ DOOR JAMB AT EAST END. L� N W j - how ......�(T [ -. 00 00 9'-0" - -_ _ . T' O Project ! OPEN OFFICE j 109 U13) i enant Improvement 15 '{ - Sd"a BuIc T 1( 0 10500 SW Nimbus Tigard, OR t 2 OFFICE PLAN 5 OFFICE REFLECTED CEILING PLAN --�-- GENERAL NOTES _ A. ALL DIMENSIONS TO FACE OF WALL, UNO. -- B. PATCH ALL FINISHES TO NEW CONDITION AT MODIFIED, DEMOLISHED AND NEW CONDITIONS. 2 yy 7 A2 4 -------`-, ....... ,2i 2 -- —26•-7 - - - --- ------- - i7 DOOR GENERAL NOTES _--- - --- _ A SP �3` RANE 4 7 c ALL SPECIFIC SECURITY HARDWARE WILL BE PROVIDED BY � ' - - T. 2 I - - TFNEIVT'� VENDOR UNDER DIRECT CONTRACT W/ TENANT. ... ..... 3� ,3` ® B. EXISTING DOORS & HARDWARE SHOULD BE RELOCATED '� r , R ° I I PORI,ANG OREGON 72F 5 13 REUSED R'S DISCRETION. t!' ' CLEAN ROOM AREA pP ! AND R S D AT CONTRALTO 12=2 BOX BUILD a5 I- I C. SEE DTL 4,/A2 FOR TYPICAL JAMB DETAIL. tt 12o R i I >K x D. HMK FRAMES TO MATCH EXISTING FRAMES W/ OI 3 ! i FACTORY-APPLIED PAINTED FINISH. h I E. SEE GENERAL CONSTRUCTION NOTES FOR ADDITIONAL INFO. CK a ' © GROUP MA ENZIE 1999 f ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE j. _12 _ USED OR REPRODUCED IN ANY MANNER, PERMISSION ' 4 / - WITHOUT PRIOR WRITTEN 2 AIR 124 SHOWER GOWNING - - - - 18 _ -- REVISIONS: ,' 1 CLEANROOMAI LF I i'- i -- - -- - -- - REVISION EDiTIGN 111 rr -- - - - -- -1 � ( 128 �^ c '- '' - - - _ tie CLC:>ING DAIr r: NOTE. � MAINTENANCE CHASE o -- ? ° s s I _ — TENANT TO PROVIDE JURISDICTIONS WITH R 58,_g� ,ao1 ALL REQUIRED INFORMATION ON CHEMICAL — r --- -- - 10 GOWNING CORRIDOR -� `- -2_ 128 - - — — — QUANTITY AND USAGE FOR CODE REVIEW. ----- r R CLEAN ROOM AISLE. 12 SB N - - - -- SHEET T1T1E• i. . ----- - - - - F LO O P J - - 113 WOMEN �! MEN ,12 _ „n PLANS, �. .. -- -- - -- --=--- ---- NOTES 19 r !f a 1 , --- -- -- _ t',, -----�---�r DATE: 07.02.99 AN ROOM REFLECT ® CEII�.ING PLAN DRAWN BY: AJS/GKM a CLEAN ROOM PLAN s CLE E CHECKED BY:KHC SHEET A3 OF JOB NO. 1990209 PERMIT SET: 7�2 99 3ImobusAv5 10500 1 BUP99.00305 NOTICE: IF THE PRINT OR TYPE ON ANY III 11 III III III III III I�j I I I III III I I III III I!I I;1 I I I I 111 11 I I 111 1 1 1 1 1 11 I I! III 11 I 1 1 1 I�I III III III III III 11 1 1 1 1 1 1 11 1 III 11! 1!1 1 1 1 1 1 1 1 11 11 11,111 111 1 1 1 1 1 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I 11T I I_I_'1_ I �-I-_ I I L_ L_I I �L-__I I I _I!1 I I 151--I I I �I ' I I 0) 11 I__ I _ _l1 I - I --1 � ,/GL�Lf 11 IS DUE TO THE QUALITY OF THE _ _ _ N.7e 0 -.-- �� mp ORIGINAL DOCUMENT" ( I I� l lil11 IIIIII;ILI111IIII�IIIIIIIIIIIIIlIll11 IIIIIIIij�l!;Illlll !ill IIII IIIIIIII IIIIIIIIIIIIII iIIIIIUIIIIII I!IIIIIIIIIIIIIIII71111111,11Ill! 1111 lIU IIII IIII II11 IIlIIlI I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIiIllllll L l�llll 11IiI111 lllillllillll1111l(lllllllllllllLliIILIIIIIIINIII JA ,;111.1 Vi evil. i A M.:fA �a t GENERAL STRUCTURAL._ NOTES ABBREVIAT 0N8 0� -_.- - ----- .� cy eESIGN CRITERIA 0) O oul -.� - m 0 1. GOVERNING BUILDING CODE: 1997 UNIFORM BUILDING CCX)f, WITH AB ANCHOR BOLT d AMENDMENTS AFF ABOVE FINISH FLOOR ( 4) r " ALT ALTERNATF B r J 2. GRAVITY LIVE LOADS: APPROX APPROXIMATE t ROOF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSI' ARCH'L/ARCH ARCHITECTURAL 1L (SNOW BUILD-LIP IN ACCORDANCE_ WITH 1997 UBC APPENDIX CH 16) O AT PLATFORM B/ BOTTOM OF EQUIPMENT / CEILING . . . . . . . . . . . . . . . . . . . . 15 F-S- BTWN BETWEEN ACCESS • • • • . . . . • • • . . . . . . . . . . . . . . . . . . 10 PSF BLD BUILDING 3. SEISMIC BLX BLOCS: SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 BU<G BLOCKING IMPORTANCE FACTOR I . . . . . . . . . . . . . . . . . . . . 1.0 HM BEAM C Z ROTI BOTTOM v 4. WIND BRG BEARING W O N BASIC WIND SPEED . . . . . . . . . . . . . . . . . . . . . . . . . BCI MPH CA O C: EXPOSURE . B CJ CONTROL JOINT w � p I IMPORTANCE FACTOR I . . . . . . . . . . . . . . . . . . . . . . 1.0 CENTER LINEti3 v CLR CLEAR _ N t CMU CONCRETE MASONRY UNIT p N D CL N r) GENERAL. COL. COLUMN 4. '- CONC CONCRETEL]C U �Lb I GU T EXISTING 1. THE PROJECT SPECIFICATIONS ARE N07 SUPERSEDED BY 'HE STRUCTURAL CONN CONNECTIONLDV � � O (3) #10 SCREWS. STUDS AS REQ'D NOTES. CONSULT THE SPECiFICAI70NS FOR ADDITIONAL REQUIREMENTS IN CONST JT CONSTRUCTION JOU.T " EACH SECTION, NOTES AND DETAILS ON THE DRAWINGS SHALL. TAKE COKT CONTINUOUS t. COPE JST AS RE0 D --16GAx2 STRAP PRECEDENCE OVER THE GENERAL. STRUCTURAL NGTES AND TYPICAL DETAILS. COOHD COOROINA,F 16CA CONT STUD - FREEZER PANEL CSK COUNTERSINK BLOCKING (2) #IU SMS AT--- 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. CTR CENTER 14'-0" MAX FA JOIST THE: ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR C INCONSISTENCIES. d DOUBLE PENNY(NAILS) �, I, T T _- - - DBL DOUBLE FREEZER PANEL -- - -- - T - - 3. DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL DBA DEFORMED BAR ANCHOR p Y OTHERS - --�--- - - DRAWINGS. T/DTL DETAIL S FIR 1 0 B 4. ALL WORk SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1097 OF DOU ;1NIF'()FtM DIA/0 DIAMETER BUILDING CODE WITH AMENOMFJJTS. DIAPH DIAPHRAGM DIM DIMENSION 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOL!OWING: DL DEAD LOAD a. SIZE AND LOCA71CAN OF ALL OPENINI1S, EXCEPT AS NOTED. DN DOWN I Q - -- - - - I - - �- - '-' b. SIZE ND LOCATI(XJ OF All INT£RIQfi AND EXTERIOk NON-BEARWG DP DEEP Z PARTITIONS. DWG DRAWING -- �•T / c DEPRESSED SIZE AND LOCATION REAS,JCHANGELS IN�TE CURBS, FLOOR L, CHAMFERS, GROOVES,S, SLOPES,jNSERTS, OWLS DOWELS ADD 20GA 8" 16 GA JOTS U) w TRACK I PER PLAN ETC- EA EACH I d. SIZE` AND LOCATION OF ALL FLOOR AND ROOF CWFNINGS EXCEP)' AS EF EACH FACE EXISTING STUD I / \ I _ SHOWN. EIFS EXTERIOR INSULATION Z --JOIST PER PLAN e. FLOOR AND ROOF' FINISHES. FINISH SYSrF..M f. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. ELEV ELEV'AT'ION }` 9$-o. -O Q. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. ELECT ELECTRICAL C 16CA 8" JOIST PER PLAN---- `T CLEAN RM EDP EDGE OF PANEL 00 CEILING 8. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE EU EQUAL W/ (3) #10 EA S1 UD - I FOLLOWING: \- EXISTING STUD EW EACH WAY o. PIPE RUNS, SLEEVES, HANGERS, TRENCFIES, WAIL AND SLAB OPENINGS, EXIST EXISTING' Project EXISTING GYP ---� ETC., EXCEPT AS SHOWN OR NO'rm EXP JT/EJ EXPANSION JOINT WE b. ELECTRICAL CONDUIT RUNS, BOXES OUTLETS IN WALLS AND SLABS, EXT EXTERIOR T C. CONCRETE INSERTS FOR FIXTURE'S. 9'�E"n•+t Improvement 1_ EXISTING STUD, ��,,,�,���y p�,;�,,,, 4) 10 SMS AT EA 16GA TRACK d. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR F/ FACE OF 5��8 '"�'�`r"'>d "� VRFY -- 20GA 3 1/2" ( i N BOLTS FOR MOTOR MOUNTS. FB FLAT BAR STUDS O 16" OC VRFY - 5/8" GYP END OF STRAPS FIN FINISHED 10500 SIM Wimbul, EA SIDE 7. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE FIR FLOOR RESPONSIBILJTY OF THE CONTRACTOR, THE CONTRACTOR MALL TAKE ALL FOC: FACE (W CONCRETE Ti�jerd, OR i - NECESSARY PRECAUTIONS TO MAINTAIN AND CNSIJRE THE IN7E:RITY OF FOM FACE OF MASONRY 1 1/2" - 1 -D" ,J .V 1 1/�" - 1 -0" `i THE STRUCTURE A7 ALL STAGES OF CONSTRUCTION. FOS FACE OF STUDS .Q �.(� 1/2" = 1�-0" W� FOw FACE A WALL_ I ,+ 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT FND FOUNDATION THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF FS FAR SIDE --- = CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES FT FEET/FOOT NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND VISITORS DURING FTG FOOTING I CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, I - - FREEZER PANEL BY OTHERS ,TRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE GA GAUGE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE GALV GALVANIZED COPE JOIST AS REO'D 17F.MS• � GEUELAM BEAM 16GA TRACK W/ 9. OPENINGS, POCKETS. ETC. SHALL NOT BE PLACED IN STRUCTURAL GR GRADE (3) #10 SMS EA FREEZER PANEL ELEMENTS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STUD (3) #10 SMS BY OTHERS JOIST PER PLAN P P 8" 16GA BLOCKING STRUCTURAL ENGINEER. HDR HEADER �- i / I HCR HANGER HRIZONTAL 10 DESIGN CONSTRUCTION LOADAPF_RMATERIAL AND SOUA E FOOT.EQUIPMENT) ADEEOUAT HALL NOSHORINGT EXCEO ND/ HCRIZ/H(R HEADED STUD rl* , " 20GA - -- - - OR BRACING, WHERE STRUCTURES HAVE NOT ATTAINED DESIGN SrHENCTH. HSB RICH STRENG(N BOLT EXISTING 3 1/2 STUD O 16" OC I --- - -- HVAC HEATING, VENTILATION AND L911 ------ -- -------- �- CONN JOIST PER 4/S1.0 - 11. *:FN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL AIR CONDITIONING IN ESTIMATING AND CONSTRUCTION 7O EVERY LIKE CONDITION WHETHER OR HWS HEADED WELD STUD NOT THE REFERENCE IS MADE IN EVERY INSTANCE. ID INSIDE DIMENSION I OA - - �' ---� I IF INSIDE FACE -16CA 8" JOISTINSJL INSULATION 9" 16GA BLOCKING STRUCTURAL WOOD INT- INTERIOR -- PER PLAN _ ____ _�_ -- -"-- ---- - f - 1. THE OUAIJTY OF ALL. WOOD MEMBERS NO THEIR FASTENINGS SHALL IL- CONFORM TO CHAPTER 2.3 OF THE UBC. JST JOIST JT JOINT L - 8" JOIST PER PLAN 2. ALL F,4MING MEMBERS AND PLYWOOD SHALL CONFORM TO THE FOLLOWING ----EXISTING STUD WALL SPECIFIED TASLFS, UNLESS NOTED OTHERWISE: L ANGLE FRAMING MEMBERS: DOUGLAS F!R-LARCH (NORTH) PORTION OF LB LAG HOLT 1. TABLE 23-IV-V-1 (UBC) LL LIVE LOAD I PLYWOOD: TABLE 23-111--A (UBC) L1_V LONG LEG VERTICAL LONGIT LONGITUDINAL VRFY - EXISTING STUD - 3. ALL STRUCTURAL PLYWOOD SHEATHING SHALL BE FABRICATED WITH LP LOWPOINT -- EXTERIOR GLUE COINFORMINR TO W.S. PRODUCTS STANDARD PS--1 FOR GYP POARC- �--- PANEL BY OTHERS TO CONSTRUCTION AND INDUSTRIAL PLYWOOD. MAS MASONRY SUPPORT LOAD FROM MATL_ MATERIAL CLC -�� - -COPE STUD AS REO'D 4. ALL FRAMING MEMBERS AND PLYWOOD SHALL RE GRADE MARKED. MAX MAXIMUM ap 1 N JOIST: P=6001-2 MH MACHINE BOLT --- I ( _- -- 5. FRAMING MEMBERS SHALL CONFORM TO THE FOIlOWING GRADES: MFCH MECHANICAL ' SUDS: DF-L, STUD OR BETTER MFR MANUFACTURER PANELIZED ROOF SUBPURLINS: DF-L, NO. 2 OR BETTER MIN M!141MUM PLATES: DF-(, NO. 2 OR BETTER MISC MISCELLANEOUS +� 21,1' 4 _ w �' -_---- -------- 8. 1997 USC TABLE 23-11--H-1, NAILING SCHEDULE, SHALL GOVERN UNLESS NIC NOT IN CONTRACT E- 1 1 2" = 1�-0" Iii! 1 1/2" -= 1'-O" Til MORE RFSTRICTiVF NAILING IS INDICATED ON THE PLANS OR DETAILS. N0./� NUMBER I NOM NOMINAL EXPIRES: 6 30 0G 7. Sill PLATES, POSrs OR STUDS BEARING ON CONCRETE OR MASONRY SHALL NS NEAR SIDE BF PRESSURE TREATED. NTC NOT TO EXCEED NIS NOT TO SCALE 8. BOLT HOLES IN WOOD SHALT_ BE. 1/32' TO 1/16' LARGER THAN THE BOLT, CC) GROUP MACKENZIE 1999 1/2" PLYWOOD W/ 00 OUTSIDE. DIAMETER ALL RIGHTS RESERVED ON BOX-T S17F. OC ON CENTER THESE DRAWINGS ARE THE PROPERTY OF 8d O 6" OC AT 9. BOLT HCXES SHALL NOT SF LESS THAN 7x DIA. FROLJ THE END ND 4x UfA. OF/OSF OUTSIDE FACE GROUP MACKENZIE AND ARF. NOT IL USED OR REPRODUCED IN ANY MANNER, PANEL EDGES, 12" EXISTING UNIT FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE. OH OPPOSITE HAND WITHOUT PRIOR WRITTEN PERMISSION OC AT INT SUPPORTS f-(2) SIMPSON A34 OPNG OPENING -� EA BLOCK 10. PRE-DRIU- NAIL HOLF_S WHERE NECESSARY 70 PREVENT SPLITTING. OVI:O OVERHEAD REVISIONS: -- PLATFORM �.` '�\ 11. EACH CX-U-I-AMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING PJ PANEL JOINT x !-A NUMBER AND SHALL BS ACCOMPANIED BY A CEPTIFTCATE Op" INSPECTION F PLATE REVISION EDITION CERTIFYING THAT THE MEMBERS MEET THE 1997 UBC REQUIREMENTS. SUCH PIR PARALLAM BEAM CLOSING DATE CLE!'u: ROOM -`�--�-` EXISTING PURI-IN CERTIFICATES MOST OF MADE BY AN APPROVED AGENCY OF THE A.P.A, PI-YWD/PLY PLYWOOD CEILING `� PS POUR STRIP -� `- 12. GLU-LAMlNATEI) MEMBERS SHALL BE A COMB (X"INATION 2.1E-V4 (D.F.- PSF POUNDS PER SQUARE FOOT •-r-+---- \ \\\ LARCH) INDUSTRIAL GRADE, AND EXTERIOR GLUE, UNLESS NOTED PSI POUNDS PER SQUARE INCH OTHERWISE ON PLAN. PT PRESSURE TREATED 13. ALL SUSPENDED LOADS FROM SUBPURLJNS ARE PROHIBITED WITHOUT PRIOR FEF REFERENC,'_ ADD 5/8"0 H1l_Ti _--- -----____-- ---------_-._-_. ---- ��� UNIT CURB- - -- ------------- --- REINF REINFORCING \ APPROVAL FROM ENGINEER. KD11 !19 4'-0" OC ` '-."I- / REO/REQ�D REQUIRED 3" MIN EMBED - _ --. LIGHT GAGE STEEL FRAMING W/ ��.r� REV REVISION --1 s a ---- RO ROUGH OPENING 1. LIGHT-GAGE STEEL SHALL CONFORM TO: ___ _ -__-_- a .--__---.-- ---__--_-- - ----- -_T-- -- - _ _-- - A ASTM A-446 GRADED (Fy = 50 KSI, UO1N) FOR 16-GAGE AND HEAVIER. SCH/.iCHEU SCHEDULE - H. ASIM A-448 TRADE A (Fy a 33 KSI, LION) FOR 18-CAGE AND LIGHTER. SH'rG SHEATHING SHEET TITLE: SIM SIMILAR SIMPSON S HTT14 W - / / � t 2. All FABRICATION, ERECTION, AND IDENTIFICATION OF 1.10117-GAGE STEEL SLV SHORT LEG VERTICAL 5/8"d HILTI KIVII W/ FRAMING SHALL CONFORM TO UBC SECTIONS 2217 AND 2.21191 .AND A1SI SMS SHEET METAL SCREW ------ EQ EQ SPECIFICATIONS. - -- _ 4" EMBED EA END ---.------- SP/SPA sPACE(o)(s) \\ \\ - - _. #14 SCREW EA GENERAL SPEC SPECIFlCA T[ON CORNF R OF UNIT \ --- EX'STING 2x6 SUB PURLIN 3. PROVIDE AIL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, STAGG STAGGERED STRUCTURAL CLIPI WEB STIFFENERS, ANCHORS. F"ASTENING DEVICES AND OTHER STD STANDARD `\ ADDED 1 3/4x11 1/4- /- EXISTING 2x6 SUBPURLIN 4x6 BLOC)'ING TO- \\ ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. STIFF STIFFENER NOTES W/ SIMPSON H4 UNIT ABOVE ---� ADDED 4x6 #2 DFL W/ 4. INSTALL BRIDGING/BLOCKING IN LIGHT-GAO;£ STEEL STUD WALLS IN T&B TOP AND BOTTOM SON - - SIMPSON LUS46 HANGER ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONSOS' OF AND AS Y� TF CLIP 1M SON 4 " - EXISTING SLAB EXISTING 2 1/2X16 1/2 PURLIN -- SHOWN IN THE DRAWINGS. THK THICK(NESS) FS 12'-0MIN - TL TOTAL LOAD � SIL 5. WELD LIGHT-GAGE STEEL FRAMING CONNECTIONS, EXCEPT WHERE SELF- TN TOE_ NAIL Q m DRILLING SCREWS ARE SPECIFIED. TOE TOP OF FOOTING 7 m TOS TOP OF STEEL 1 � ---'- uj 6. WELDS SHALL CONFORM TO AWS SPECIFICATI(NI5. WELDERS SHAH BE TOW 70P OF WALL. 1,0 1/4" - 1 -TJ„ Q 3/4" = 1'_0" J LQ 3/4" = 1 -D" W CERTIFIED FOR LIGlil'-GAGE STEEL UNDER AWS SPEC)FICATIONS. TRANSV TRANSVE'RSF. -- - TS TUBE STEEL --- 7• DESIGNATIONS OF COLD-FORMED, LIGHT-GAOIF STEEL SHAPES REFER TO TYP TYPICAL DATE THOSE DESCRIBED IN ICBO EVALUATION REPORT 4943 OF THE METAL STUD MANUFACTURERS' ASSOCIATION. UOXJ/IJNO UNLESS OTHERWISE NOTED DRAWN BY: U/S UNDERSIDE. B. SHEET METAL SCREWS SHALL BE OF THE MAKE SPECIFIED IN THE DRAWINGS CHECKED BY: OR, WHERE NO SPECIFIC MAKE IS GIVEN, SHALL BE RATED BY THEIR VERT VERTICAL MANUFACTURER AS POSSESSING DESIGN LOAD CAPACITIES IN SHEAR AND SHEET TENSION AT LEAST EQUAL TO THOSE PURIJSHED IN ICBO EVALUATION W/ WITH REPORT N0, 4943 OF HE METAL STUD MANUFACTURERS- ASSOCIATION WD WOOD FOR THE SCREW SIZE SPECIFIED. WF WIDE FLANGE BEAM WTO WITHOUT /1 STRUCTURAI OBSERVATION INS WATER STOP ---- WWF WELDED WIRE FABRIC NOTIFY ENGft_ER OF RECORD AT LFA ST 48 HOURS BEFORE A DESIGNATED WORK A IS TO BE COVERED. DESCRIPTION _-- OF 1. PLYWOOD DIAPHRAGM -NAILING AND STRAPPING OF JOB NO. PLYWOOD DIAPHRAGM 1990209 fF"'"'' `��11F��' !/ Nimbus Ave. 10500 PERMIT BET: 7I2, 99 4of P99-05305 NOTICE: IF THE PRINT OR TYPE ON ANY T(rt, 1 111 1 1 1 111 11 ! LII! III I I I !!! ! 111! 1 1 1 111 111 I !11 111 11 1 ! ! I�! III III I ! III III I 111111 III 1 i I !III I '111 k2l IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE _ _ _ N0'e A'="%T" ( `"""""'� ORIGINAL DOCUMENT £ �S �13L LE 9L Z 6L £L G lL 06 Lit 9I m 9tT11,111111 6T St Eli it �t - r8 L 9 4� int S L 1,; 93 ILII ILIIIII IIIIIJill!IIIIIIIlIIII ILII ILII IIIIIIIIIII ILII III! IIIIIIli I ILII IIIIII ILII IIII�IIII ILII IIIIIIIII�IIII ILII I!II I!II IIIIIIIIIIIII IIIIIIIII�IIIIIIIIIIlllliilll�lllllllll�llillllili �u►�lllllluuullluW�111Wt�111111111 lillllulllll -1, - co 0,l Ln .c O` G O w a®a U 11- r u� nr � � C U 4 (3) PSC800 13GA 60k.SI BM. ATTACH W/ #10 SCREWS O 12" OC 'p c 0 0 2 4 I m P ao N 51.0 �3 m : �H cs-10) 51.0 1.0 SI \ S 1.0 SIM M i' 00 '�`� 8 \/ - — - --- _ - - - - MIN (3) 3 112 20CA W W Z / WALL STUD AT LA w QU END Of HM 1 ~ QO s1.o Z a z ><\/ C) 5 0 � ' 1 - -- \ Z w Now" cQ Ix \ 3 51.0 r LLi 00 ADDED PLYWOOD — S 1.0 51M ___�— SHEARWAL_L. PER 7/51.0 Project <3/\ — - _ _ srTE -- PSC800 16CA 33KSI MIN JOIST L(2) PSC800 16GA i Tenant Improvement 0 4'-0" OC, TYP UON 60KSI JOISTS 0 4'-0" ScholB BukkV T L10500 SW Nimbus --- 16GAx2" STRAP 0 12'-0"0(', Tigard, OR 1 PLATFORM FRAMING PLAN B / <Er/' F i I I --VRFY - 7001.3 MAX UNIT EXISTING UNITS - VRFY CENTERED ON GRID C PIR aj �G1N i ,ON i„ 1. EXPIRES: 6 j� i I l GROUP MACKENZIE 1999 i ALL RIGHTS RESERVED , THESE DRAVANGS ARE THE PROPERTY OF GROUP MACKEN7.IE AND ARE r10T TO 8E 1. I _ Y USED OR REPRODUCED IN ANY MANNER, d WITHOUT PRIOR WRITTEN PERMISSION ►I' VRFY - 1000LB MAX UNIT EXISTING 5.500LB UNIT \ I I ; REVISICNS: ►, i REVISION EDITION 'sem � �'^ CLOSING DATE r 1500LB MAX UNIT W/ I �/ ADDED 46 BLOCKING _ PER DET 91S1.0 SHEET TITLE: ` ._ PLATFORM.. -:. I I ' f AND PARTIAL_ ROOF FRAMING I PLANS 9 S1.0 ADD 1 3/411 1/4 1.7E LVL W/ SIMPSON #4 CUP 0 4'-0" OC & LUS 210 DATE: HANGER DRAWN BY: CHECKED BY: z PARTIAL ROOF FRAMING PLAN �SHEET H. S2ol OF JOP NO. 199 020 9 Nimbus Ave,10500 PERMIT SET: 7/2/99 501UP99.5305 I Itl IIt III �I'I Itl I II I II I I I II I III I. I IIIIIIIIII Iil 1ill III IIII IIII _I I IIS_I IIII IIII IIII I III I'I_I II-lt LI 1I III II-I-I-i_��I i I I_II IIII fI�II �I I lI�I II�I Ilil I�i II�I I_I�I II-�T I�1I !!�I I_�I I-II I JI ( _ NOTICE: IF THE PRINTOR TYPE ON ANY 0z44 I C IMAGE IS NOT AS CLEAR AS THIS NOTICE, LiIS DUE TO THE QUALITY OF THE INS 3e ORIGINAL DOCUMENT S 8L LE is 96�z IZ L 8t 8�t Li T 9Ii >blt S�i�t L�i I l8 18 L 9 I9 I IY I �£ �Z I TI�� ���� ��Iil���� iiiihiii iiiiliiu iiiiliiii iiuliiil�uluii�uiluil uiiliui ►iiiliii�uiiluii Iiiiliul iiiiliiiiiiiiiliiii iiiii�l��l� �iilii�� iiidi�il �������� ����I����iiiilui��u�l�,��«��I►illlllllllll►IIII►W >�lull >I�III►>Illllllllllllllllll lW LI�l11LIil��l�r�11