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10500 SW NIMBUS AVENUE-2 Ln -,- KEYNOTES - __._._ __-- e 8 01 ___.______-- _ WALL LEGEND6. O 1. EXISTING LANDSCAPING EXISTING WALL TO CIE REMOVED. PATCH WALLS, m ° O I I i FLOOR, do CEILING AS REQ'D 0 U �a 2. EXISTING ASPHALT DRIVE - I I _ -• I I 3. EXISTING MARKED 14ANDICAP PARKING STALL.. v « r 4. NEW 5'--O" WiDE SIDEWALK CONNECTING EXIT TO SIDEWALK. SEE 21Ai. � EXISTING CONCRETE WALL TO REMAIN 4 .tE -1 Q VERIFY EXACT LOCATION TO PROVIDE MINIMUM IMPACT TO EXISTING LANDSCAPING. =-=-------= EXISTING WALL TO REMAIN. PATCH do REPAIR ANY 12 2 5. EXIT ROUTE FROM AREAS OF NEW WORK. HOLES OR DAMAGES. SEE GENERAL NOTES FOR FINISH 6. EXISTING NON-RATED HALLWAY. NEW PARTITION WALL: 3-1/2" METAL_ STUDS 7. REPLACE EXISTING ADA PARKING SIGNAGE WITH NEW SIGNAGE O 16" o.c. W/ 5/8" GYP BD. EXTEND ENTIRE ASSEMBLY a I �-�--__-�-�_ f _ _ _ AT 7'-0" AFF TO BOTTOM OF SIGN. SEE DTL 1/A1. FO UNDERSIDE OF FINISH CEILING. PROVIDE 4" RUBBER BASE, UNO. SEE DETAIL 3/A2. " I1 7-P Ia G 2 1 L 1 , _ SYhASOL LEGEND _ co 2 u - _ J - - -,� ^ 11 I__� - mom=Lz.� E EXISTING �- �1.r. w r �i ::• a 11 - " N NEW ;` ' FIRE EXTINGUIFHEP? a a! " m 1 1 -0 090" ALUMINUM SiGN PLATE -___ ui .3 cL 3 i �y -- WHITE BACKGROUND ---,------- - ---- - a w ra p - - 5 r'j0p 1' HIGH BLUE LETTERS X HEPA FiLTER ,� SPRINKLER > ;° 2-- - L7 C) l .. N s, _ _ i ___ � I -- - AND BORDER, BAKED ENAMEL -_ --- �� --1 - PARKIN. WITH ..- / ' 1 __------_---_•� pq����---_. UMV DISABLED X11= �.: EXIT SIGN ( �--- " o e Y- sue PERMIT CT TO --HANDICAP 7)YMBOL WHITF 1 3 OCCUf ANTS l./ �- FLOOR DRAIN _ t ,I VIOLATORS tl I I ToUf UNDER a --- - ------ -- -- 'Jn' � I r oas 811 620 to WITH BLUE BACKGROUND ,L,.,_ _�-.- �, �-�____ I ANp'INE UPR 1 R VISUAL ALARM M 6 -T _� _ �-��� -- -_=_-___-_ -_�--j- I ( �� 1 SR,S B116D^R I --1, RELOCATED ITEM MOUNT O 80" A.F.F. tI I- - - ------t ---- ---- I 0 �00 . a 0 OFFICE L.F. �G� WAREHOUSE L.F. r O� ���._� - - __:�--J GALVANIZE1 STEEL POST w� - I . ;,F I, I l 2 OCCUPANTS - 6 I � "x Ci Q (8 r� - �_==-� '�_ Z ---5 GN ACC' ' ;IBLE cram .� - _- _af-_�-=_ _ Z VICINITY MAPmiii-w � 0 - -- 7� L-7 - ­ - ,L '210A ­& 1"lo (n � 0 11 1�1 " � �' I iL- L- ----- J I --W 11 ----- i4 -- - - -_-_- - ---- ___1 Z- . _ - F ., I ��PW� - - oP �_ - �-4_�__ l i r00 .. AREA OF WORK--4- -1� - 4 OCCI:PANTS �__� o - [--------- ,--. - . F -�=..-I �---- I I II " _- Protect Q_ - \� Tenant Improvement 7 �� J , , �. 0. 3ci'>,ob BuT I T I3__ ,,1e.,r " ��.. 10500 SW Nimk�ut�i �----I :Z0j� i � 1 I� 7 nrrrr ureaee� \ tearer Tigard, OR -��' -- 1 SIGN POST I � e 4 Al 1"�T*-O" I _er,rrd �� I I /, T C� \ \ �3 2 t C KEY PLAN I i - �, I . ,i , \ I I /I/ l I I .. , 3 __J I 11 I AREA OF WORK I I I \, , // / / / / I -BROOM FINISH TO MATCH EXIST AS NOTED ON PLANS SURFACE TEXTURE ( REFERENCE SITE/EXIT PLAN Z TOOLED EDGE EACH SIDE r----,? /-\� W,h IJOTF:_ SHADED AREAS INDICATE LIMITS OF NEW WORK ,--- ?.% CROSS It SLOPE MAX ME94WAY GENERAL CONSTRUCTION NOTES (NOTES APPLY TO AREAS OF NEW WORK) -,r -, / GENERAL COMPACT GRANULAR BASE glop Y 29. All work indicated on plans shall be considered new unless 53c. Existing walls, surfaces shall be stripped, resurfaced, and patched 87. Automatir Sprinkler System Supervision: All valves, including 105. Electrical Contractor shall verify the serviceability and reusability is o Th r wir I r surfaces, materials n thenotes identified as existing to remain, as required. those in !ts, shall be monitored b UL listed Fire of all existing electrical equipment and re air or replace as - _.. 1. e d a qe locate products, su aces, and ateria s o dg q P Y gP P r------ !__ essentially convey design intent. The project invent is to provide for 30. All materiols and products used on the job site shall be Pad. Prepare all existing and new walls for the installation of Marshal-approved central station. Water flow and high/low necessary. " 0 'd a complete, working model. Upon completion, all utilities should "environmentally 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 106. Electrical Contractor shall verify the capacity and reusability of --4 CONCRETE SLAB WITH i be canntcted and all penetrations through exterior walls and roof product not complying with the above criteria shall be coordinated Instructions for all installations of wall finishes. as other features deemed necessary by National Fire Protection existing electrical equipment and repair and replace as required. CONTROL JOINT',; AT 5'-0" O.C. should he water tight. with the building Owner. 54. Dispose of all paint 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 electrical Q� A 2. All workmanship and materials shall conform to the latest adopted 31. Contractor will be held responsible for any damage or cleaning catch basins, or in landscaping. contractor to prepare sprinkler system shop drawings for wiring, equipment, and phone and data cabling. All wiring and AND EXPANSION JOINTS A7 �•t`�l" - ��j,1�_j fV building code edition, and to conditions and specifications of all throughout structure deemed to td a result of the work. Contract 55. Provide a full gallon of each wall color point 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 c �\ ` 'I I governing authorities. will provide construction cleanud of all areae affected by duet or closet or under sink, label all leftover paint, and store as directed pay all fees and obtain all permits and approvals from governing code. _ r r SHOWN ON PLANS. J 3. Contractor shall field verify all dimensions and conditions prior to any construction material during construction and upon completion by Owner. aaencles necessary to complete work. 108. or Creekside, Scholls, and Woodside flex-buildings, provide - \J\ I XI RSTEh CRANE starting construction and report any discrepancies to the Architect. of project. 56. All exposed gypsum beard to be taped 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 ib FFA r E C Any correction work required as a result of not reporting such 32. Contractor shall conrdinute and pay all fees for HVAC contractor match existing adjacent surface in building (UNO). (3) copies of an Alr Balancing Report to the Architect for review exterior wall as directed by Owner. When sub-dividing an existing 2 SIDEWALK - ti \ �� �,4/� discrepancies shall be performed ct no additional cost to the to provide 100% fresh air supplied to entire tenant space 3 calendar 57. All sum board to be minimum 5/8' thick and shall be sarewed by the Mechanical Engineer. For work in Creekside Six, all air space, a separate meter for each space shall be provided as part of app iItti- • 1 fsubstantialcompletion f r t I f 4 1 ' I u 1 ' (UNO). balancing shall be b Air Balancing Specialty Inc. this work. Electrical work performed in full-service office It 3 4"=1'-0" 101011 ' r'�" Owner. days prior to and day after o a to a o to 20 go. 3- /2 meta et ds of 8 o t« (U 0) 9 Y 9 P Y P t� / v i (�j�POP .A,'D ONEG')I� 4. Contractor and subcontractors shall carefuliy examine the site and days. Provide up to 100% fresh air without making other tenants 58. All finish materials to be established by Tenant Construction 89. Fire dampers shall be installed and accessible for servicing in the buildings like Creekside Five, Creekside Six, Woodside Six shall Ote 0 --II !/ the construction documents of the Wort.. Errors and omissions in uncomfortable. Standard, unless otherwise noted. Color in accordance with finish following locations: OSSC, Section 713.11, be coordinated with existing electrical service rooms located on 1 `� '� the plans or specifications shall be called to the attention of the 33. Provide draft/fire stops as required by OSSSC, Section 2301. schedule as approved by Owner. a. Ducts penetrating fire-rated walls, each building floor. �- t gl�G- , /` 1 Q�,� Architect prior to submission of bid so that addenda may be issued. 330. NOT USED. 580. 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 101 Z0 x t � IJT' "' Failure to da so on the part of the Contractor does not relieve 34. NOT USED. provided and installed by general contractor, uno. Provide 100 of prior to construction. Filters will be removed at the completion of noted). See electrical plans. (: Contractor of the responsibility to provide a correct and finished 35. NOT USED. extra carpet for later use by tenant. the job. 110. Switching for lighting indicated on the Architectural plans is for !1 i- f- ,-� i +', product. 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. �J` Y ROAD 1 3. The Contractor shall obtain and pay for all permits and 3bu. All dernotition work to conform to current OSHA standards. Repaint entire window frame in cases of extreme domr,aP system at improvement area. Separate and re-route existing duct Requirements for dual switching, automatic area shut off controls / �q{OIJg Ft ` © GROUP MACKENZIE 999 sower hook-up fees, as well as the pion check fee If It hoe not Provide adequate bracing on existing ceiling framing system prior 80. All existing floor finishes to be removed, Including vinyl base, work and controls as required to provide independent operation by and all other code requirements shall be the responsibility of the -- - ALL RIGHTS RESERVED j previously been paid for prior to the bid Aate. Traffic impact to demolition. unless otherwise noted on plans. tenunts on each side of demising wall. design-build Electrical Contractor. A minimum of (1) one switch RAWIN�V ��-` �� THESE DRAWINGS ARF. THE PROPERTY OF fees are not to be included. At areas where existing carpet to remain, steam clean carpet. 92. Contractor to clean all new and existing HVAC grills and diffusers per room shall be provided (UNO). INDEX OF ® -�7 GROUP MACKENZIE AND ARE NOT TO BE S. rhe Contractor shall obtain and pay for dumpater, telephone. DOORS scheduled to remain. All duct work behind grills sholl be a uniform 111. Existing electrical and phone/dato outlets are indicated on plans. tip%AN USED OR REPRODUCED IN ANY MANNED, Cemporary toilet facilities for subcontractor's use. 61. Contractor to fill and patch existing concrete slab and shall provide dark color. Additional existing outlets may exist and should be verified by the I A WITHOUT PRIOR WRITTEN PERMISSION 7. General Contractor shall Include oil necessary monies for 37. Doors shall open from the Inside without the use of o 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 __-_- ;, temporary utilities with bid. This should Include fuel for HVAC special knowledge or effort. OSSC, Section 1003.3.1.8. 62. Existing suspended acoustic celinge to remaln, uno. Contractor to 94. Provide separate gas meter on building exterior wall as directed by used in lieu of outlet shown as new in some area A1_._ TITLE.. SHEET LEGENDS, NOTES, SITE REFERENCES r---- - --- equipment, as well as ail electricity. 33. Double Door Hardware: Where exit doors are used In pairs and replace all damage or dlecolored tiles and shall replace all damaged Owner. When sub-dividing an existing space, a seporate meter for 112. Contractor shall verify locations of all electrical and voice/Cato _.... REVISIONS: 8. General Contractor to coordinate Architectural drawings wlth approved automatic flush bolts are used, the door having the ceiling grid. Finished telling to be uniform In appearance. each space shall be provided as part of this work. Separate gas outlets for systems furniture with the Tenant prior to installation. BUILDING PLAN ,ii Mechonlcal and Electric,11 drawings. automatic flush bolts must hive no door knob or surface-mounted 63. All Tenant improvement specifications 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 , 9. NOT USED hardware. The unlatching of any loaf must not require more materials, adhesives, and other products used on the job site shall buildings like Creekside Five, Creekside Six, Woodside Building re-used to good working condition. N R F! TAILS % REVISION EDITION 10. Dimensions take precedence over scale. Dimensions are typically than one operation. OSSC, Section 1003.3.1,8. be "environmental) safe," low odor, and non-flammable. Carpet Six, 114. Contractor to clean all new, existing, and relocated light fixtures at A2.. .. _.......CLEAN ROOM SECTIO J00 SCHEDULE, DE _ CLOSINf' DATE P yP y op Y p 9, g Ss �kn to foes of structure/wail unless otherwies noted. 39. Exterior main entry door In a Group B Occupancy may have a must include o CRI--IAQ green label indicating carpet meets with 95. Duct a„ exhaust fans separately. completion of job. Re-lamp and replace ballasts In light fixtures as A3_-._....- .FLOOR PLAN, REFLECTED CEILING PLAN, NOTES, DETAILS o2'i 11. Contractor shall keep the area of Wo,k (intei fur and extpnor) free keyed locking device readily distinguishable as locked if a visible industry standards and is environmentally safe and low odor. 96. Furnish and install water heaters, sized for use indicated on plan, to required. - _ - .--- -- -- - - --- of garbage and debris on a GAILY basis. durable sign Is mounted on or adjacent to the door stating "THIS be mounted as directed by Owner. 115. Contractor shall clean and repair all existing exit signs to be r 12. if adjacent tenants are disturbed by noley construction (l.s., jack DOOR TO REMAIN UNLOCKED DURING BUSINESS FURNISHINGS 97. Mechanical units shall be set on curbs to match existing roofing reused. Batteries and/or ballast shall be replaced if not in good ,� � J Ij1:=1-.;j -- +-- - - -- hommer-Ing, core drilling, or demolition), or odors (i.e., painting or HOURS.' OSSC, Section 1003.3.1.8. materials and construction. Curbs constructed if pressure treated working condition. ,STRUCTURAL ao;,�+rive from wall covering, etc.), ouch sett city ehCll be 40. Panic hardware shall comply with UBC Standard No. 10.4 and 64. Repair oil existing mini-blinds at all perimeter windows in 2x8s with cant strips and Derblgum cap sheet till be allowed if 116. Telecommunications system by Tenant. Contractor to coordinate � ----4-+---,. __ S1.0-GENERAL STRUCTURAL_ NOTES, DETAILS " r re-scheduled after hours. Owner shall pay rc overtlme for such shall be installed on exit door from assembly rooms with an expansion ogeo to good working condition. Replace existing %. ,,,, ;;die with existing roofirg materials. Provide counter Work. Verify with tenant locations of all new outlets prior to I after-hours activities. occupant load of 50 or more. OSSC, Section 1003.3.1.9. mini-bllnds with damage to match building standard. Clean fig,hin as required. installation. y ..---I--� --'------ ---- P 9 9 g S2.1_PLANS �_ L 12a. Notify owner If scheduled demolition will affect adjacent spaces 41. All exterior locksets to be Schlage D-Serlea Rhodos and all existing mini-blind by method recommended by manufacturer. 98. Toilet rooms shall be provided with C mech,,,ricaily operated SCHEDULING OF FIRE SPRINKLER AND ALARM SYSTEMS or buldings. Interlo locksets and passage sets to be Schloge D--Series Sparta. 65. Furniture indicated on plans is for reference only and shall be exhaust system capable of providing a complete change of air -�- t 13. Coordinate scheduled items to be .alvaged for ret-n to Owner 42. Contractor shall verify compatibility o7 hardware specified with considered NiC. every 15 minutes. Such systems shall be vented to the outside air 117. The following must occur when scheduling worst on the fire 1-1 Contact Larry Durdel at insignia/ESC (626-2277) building keying system. Keying of ail door locks shall be and at the point of discharge shall be at least (5) feet from any sprinkler system at any Inslgnla/ESG office building: , to coor'• de return of salvaged items. coordinated through Koy-Sec, Tom McGee H2O-0744. ELEVATOR openable window. OSSC, Section 304.5 a. A schedule must be faxed to Property Manager / Assistant two _ 14. Contractor shall keep roofs free of debris (i.e., nails, screws) at all 99. Plumbing Fixtures: Contractor to select plumbing fixtures to match days prior to any sprinkler work or alarm work being done at the t r--� `- - l- - I times and shall tae responsible for immediate repair of any 420. Provide keys to the tenant at completion of job. 88. - 80. NOT USED. existing tenant standard. Submit fixture cut sheets to Architect and jab site. The schedule must include the name of the nuhcontractnr, 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 tht dote and time which they need the building i-. _-_ ___�-� 15. Contractor to properly patch all roof penetrations to enr,ure noted. MECHANICAL (sink, faucet, and toilets accessible and compliant by ADAAG to be on disregard. 1j watertight seal. The Contractor must use the roofing eubcontractor 44. To of relites to match to of doors unless noted otherwise). requirements, OSSC, Chapter 11, b. The Contractor must call Property Manager Assistant to verify (" :..i..,. SHEET TITLE: g g P P ( ) q P P Y 9 / Y : 1 who installed the initial roofing. 46. NOT USED. 81. All mechanical design to be by Mechanical Contractor, unless an that they received the schedule and that they will notify Honeywell '". is a. When installing any kind of new equipment (HVAC, etc.) on a 46. All 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 g-in density. Replace existing doors if required to and specifications to Architect for coordination with Architect s is responsible for „„Jfvinq Property Manager / Assistant �- TITLE ,L.E 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 an override switch for immediately, should any changes occur 1n the schedule. (� ppockets are also to be included as necessary, 47. NOT USED. his/her submittal o minimum of (2) copies of a colored floor plan full-service buildings. c. Each day before leaving the ' b site, the Contractor is responsible R ! N OO NOTES , i °f,• 16. No storage outside of buildings shall be allowed without 48. Contractor to adjust the reslethos force of all new and existing designotina which areas are controlled by each thermostat. b. All electrical design to be by Electrical Contractor. Submit plans for calling Honeywell (232-9186�ond verifying the system is back BUILDI G DE --_ authorization by Owner. exterior door closers to maximum pressure of 8.,5 tbs. and all new Mechanical design must be approved by Owner and Mechanical and specifications to Architect for coordination with Architect s on-line and there are no trouble signals. r 17. No construction signs of any kind shall be allowed on the 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 Insignio/ESG R E F E R E N l.� E and existing interior door closers to a maximum pressure of 5 lbs. pay P p y p g APPLICABLE BUILDING CODES AND REGULA FIONS premises. Mechanical Contractor to o all fees and obtain all permits and Tenant clam to construction. Pa all fees and obtain all permits and receives an alarm, the Contractor will be backchat ed the �.,, 18. Owner shall not be responsible for tools or material goods stolen or to comply with ADA requirernents and OSSC, Section 1109.9. approvals from governing agencies necessary to complete work. approvals from governing agencies necessary to complete work. following amounts: LAN C damaged un sit-. Coordinate with ;elneral Contractor those items for demolition not Coordinate with General Contractor those Items for demolition not During Business Hours 200• n. 1997 UNIFORM BUILDING CODE (OSSC 1998) 1 ////"'\\\\ 19. Upon completion of Worst, the C:mtractor shall thoroughly dean SPECIALTIES Indicated on drawings. Coordinate electrical requirements for Indicated on drawings. Coordinate electrical requirements for After Hours/Weekends $500* b. 1997 UNIFORM MECHANICAL CODE the areas of work and wash the Inside of all windows affected so mechanical system with Electrical Contractor. mechanical system with Mechanical Contractor. *Plus any costs charged to us from the Fire Department for DOOR that the pate le ready fa occupancy by TenantExtinguisherN I a h n one 1 approved Bic It is strongly preferred to have mechanical drawings designating which r, It is strongly preferred to have electrical drawings showing fixture responding to the alarm. C. 1997 UNIFORM ELECiRICAL CODE � i. Yt.6a, 49. Fire witof ea t a O pp ousel areas are controlled b each thermostat to be transferred onto an t es and locations transferred onto an Autocad disk DXF format In other cases where alarms o oft i e., aheetrock demolition, etc. 20. Upon completion of Work, tate C.,ntroctor shall be responsible for fire extinguisher(s) with rating of not less than 2A108:C shall be y � ( )' g (' / )' DESf.;RIPTION OF WORK: TENANT IMPROVEMENT � "-�'� SCHEDULE the return to Owner of all vocancy/mechanical and electrical room AutoCad 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 -.%--, : provided: One "A' unit minimum for each 1,500 square }eel of floor t t keys or shall pay expenses required to re-key building. area or fraction thereof. The travel distance to an extinguisher uisher If not feasible, then send (2) hard copies to the Owner. (le hard copies to the Owner. detectors), then the Contractor will he backcharged as described BUILDING ADDRESS: 10500 S.W. NiMBUS AVENUE i 21. Contractor shall warrantee all pats, labor, equipment, and material g 82. Contractor shall provide u written scope of HVAC work with bid. 101. Electrical lighting plan is provided for reference only and is above. The Contractor will not be charged if proper precautions I do from any portion of the building shall not exceed 75 feet. provided under this Contract for a period of one (1) year (or greater l Standard 10-i. Provide now fire extinguisher of all exist) This is to include tonnages, new equipment, number of zones, Intended to show fixture tyyppes and locations. All electrical design were taken, nor will you be charged for false alarms. NO. OF STORIES: 1 c, I ; ii If provided by subcontractor; or manufacturer), upon completion #C in, All rexistingg i extinguishersng description and quantity of controls and thermostats, etc. Owner to be by Electrical Contractor. Submit plans and specifications to The Owner prefers buildings not be placed on disregard during �_ : .� % cabinets where masa ,f reused e are will review scope of work proposed prior to acceptance of bid. Architect for coordination with Architect s drawings and a roval non-business hours, weekends or holidays, The building Insurer FLOOR LOCATION: 1ST FLOOR of contract. P P p P 9 PP Ys 9 C, -_ to be Inspected and/or recharged, as necessary, just prior p '-1--� tL � -----i 22. All substitutions shall be submitted .o and approved by Owner and 82a. Contractor to provide certification that outdoor air requirement prior to construction. Pay all fees and obtain all permits and requires any building on disregard of these times must have an p -4 I to Substantial Completion. OCCUPANCY GROUP: B Architect, prior to Implementation, x in uleher cabinef.e to be semi-recessed w e4 a matching of chapter 12 table 12-A of the UBC will be met for each occupancy approvals from governing agencies necessary to complete work. on-site security guard, hired from or, established, bonded security i i DATE_: �2. 7,99 23. An subcontractor-desi-designed Items to be submitted to and approved 5C (Fire extinguisher g / g use within the T.I. space. Contractor to comply with energy code requirements as required film. The Contractor will be responsible for hiring the security Y 9 PP exleting. BUILDING TYPE: Ill N - FULLY SPRINKLER DF in writing by Owner and Architect prior to construction. 83. The Mechanical Contractor shall always confirm BTU heat by OSSC, Chapter 13, and shall provide all energy calculations guard and prior notification of such an arrangement must be given �L ; 23a. Shop drawings of all millwork are to be submitted to architect FINISHES generation on any of the tenant's equipment, including office required for his/her work, Coordinate with General Contractor to Inslgnla/ESG. Payment for such an arrangement sit to be IMPROVEMENT AREA: 5170 SF* O • > r DRAWN 13Y: GKM/ADS for npprnvwl prior to Start of work. equipment, copiers, etc. those items for demolition -A indicated on drawings. Coordinate paid by the Contractor. p 24. Application of materials by any subcontractor to surfaces existing 84. The Mechonlcol Contractor shall verify the suitability and electrical requirements for rr,•:honical system with Mechanical q Y9 y �� i b jyQT� SEE EXACT CLEANROOM FINISHES REQUIREMENTS, BY I A;t O, q Ys Please Note: Even though the system may he on GROSS BUILDING AREA: 35,782 SF** ` CHECKED BY: KHC tr provided under this Contract shall Imply acceptance and I,,., condition of scheduled equipment to be re-used or relocated. He Contractor. disregard, audible alarms will still sound unless the system is F - � . . o Q 51. New suspended cell'-,go go and fixtures shall match existing building I sulteblllt of existing conditions. Such eubcontra-tor shall be held shall check out existing equipment and determine items that need 102. Illuminated exit signs shall be installed at required exit doorways silenced at the panel. If need be, contact Lorry Durdel (insignia/ G TRNI V AGENCY: CITY OF TIGARD 3 [�. t__ --- -- - Y g standard o,d be supported on i laterally braced as specified Ir, UBC : > c T„s s d SHEET responsible for damage rx irregularities to the product as o result of to be repaired or replaced. 'those Items shall be priced separately and where otherwise necessary to indicate the direction of egress ESO Facilities Manager) for instructions. Standard 25-2, Existing suspended ceilinge and to may ;else and included under the Exem trona Clarifications section of the when the exit serves an occupant load of fifty (50) or more. *-FOR CODE REVIEW ONLY, NOT FOR LEASING PURPOSES C �j previous rac rr shall be required to be modified to the current code requirements, uoe 5/A2. P / Q y, It 25. storm Contractor shwa verify all existing utilities such as sanitary and Interior d eri Exits s Section 1013. * _AS PROVIDED BY INSIGNIA-FSG 52. Contractor shall repair, pain) or rrplace all exir;tlnr� surface'.. ,t storm sewer, water, natural gas, and electrical lines. Contractor entire improvement area to "star new" condition, including walls, 85. Interior and perimeter office shall never be on the some zone. 103. Exits shall be Illuminated at any time the building Is occupied with - C i shall verify existing electrical service and shall provide additional ceilings, doors and door mettle frames, window mullions, tnuPl Conference rooms and lunchrooms capable of seating (8) or more light having the Intensity of not less than 1 footcandle at the floor IIQIEL GENERAL NOTES IN BOLD HAVE BEEN MODiFIEO FROM SEISMIC ZONE: 3 " 9 / shall always be on their own zone. level. The power supply for exit illumination shall normally be STANDARD INSiGNIA/ESG PROPERTY NOTES. n servlet as required. Ys ALLOWABLE FLOOR AREA: 12,000 S.F. 4 U .. partitions, etc provided b the remises' wiring in s tem. In the event of its failure, STANDARD INSIGNIA/E53 NOTES LAST p)"i. I .� 28. Owner is not responsible when Contractor must re-drill to locate ;3, All existing walls to be painted with (2) Coatof shell finish 86 Mechanical Contractor shall glv� the Architect 48-hour prior notice p Y P 9 Ys utility. Contractor shall repair all such errors. to coordinate o site observation of the mechanical work by the illumination shall be automatically prov'ded form an emergency UPDATED to.20.97• o. BASIC ALLOWABLE FLOOR AREA Al p01ht, uno. See finish legend. Submit colors draw- owns to �; 27. All additional drawings and specifications required for permits to Architect and Owner for approval prior to application. Mechanical Engineer. Two site observations are required, on,, system where the exiting system serves an occupant load of 100 or be supplied by Contractor and subcon true tor(s). when rough-in is complete prior to installing ceiling grid r,nd one more Emergency systems shall be cupFlled from storage batteries b. 100% INCREASE FOR SEPARATION ON (4) SIDES +12,000 24,000 S.F. 530. Where all new partitions abut, his or connect to existing surfaces, g' 28. Contractor to provide architectural mechanical and electrfrol as-bulli, all walls, or new construction, the finished surface shall be aligned flush. at 100 percent completion. When notice is given for the final or an on-site generator set and the system,• shall be installed in C. 200% iNCREA,3E FOR SPRINKI ER SYSTEM 4- 48,000 7x2,000 S.F. Ii warranties, and operating manuals to building Owner. walk-through, the Mechanical Contractor is to fax the air balance occordonce with the requirements o the National Electrical „ode. 53b. All new wows, partitions shad have toped joints- (3) coats sanded d. MAXIMUM ALLOWABLE FLOOR AREA TOTAL_ 72,000 S.F. (2) weeks of completion of Work. Contractor also Is to -rovide and ,,rind to nett paint-ready requirements. report to the Architect so it can be reviewed by the Mechanical OSSC, Section 1012. Final Certificate of Occupancy. No retainage shall be released until Engineer prior to final inspection. 104. Provide visual and audible alarm signal appliances integrated into OF � Owner has received these Items. the building alarm system as required by ADA and OSSC, Section ---•--- - - ---� 1109. Provide additional electrical service as required. Coordinate _ JOB NO. requirements with building Owner. Alarm locations Indicated on 1990209 plans are for reference only. It shall be the contractors _ . . s responsibility to provide shop drawings showing alarm system L- - - Nimbus Ave.10500 -"d (11 layout as required by coda. sur 1 sss-oo2ea ....�... - , .,,�.....��.� __. -:,..,- ". ,.,."....._.....-..... .K---...__--._- _...__.__ _._ Vow, a_ __ PERMIT SET: 7/2/99 , ..,,,�.R„r.1.--f ��_ .� _ NOTICE IF THE PRINT OR TYPE ON ANY T11�11111111I1in-_-­�J III1III ii111II1111111I1 1i�f[ifrlIIT�TIT4Tri1IlTJI1l� 111111111111111 1�11111111Iti� 1111111111lmmw­ Na3fi IT111TI 1111111III�iii �(_}C-�l/ IMAGE IS NOT AS CLEAR AS THIS NOTICE, I II --_�'1.. -I_-� I -- l - It_1 JT __ I��_I__ __�__ 11 IS DUE TO THE QUALITY OF THE _ �'= _ ORIGINAL. DOCUMENT �1 1 fa e�L LL �6 L 6 8L t6 �L 8t ®fit Lt t t 1t t ST tT t 8� 8 L 9 Q 6 L �ir�n" (SII 11ll�lllIIII- ��1III►►����11 til!iiiiil11111�1� ��111111 il1il11111��1�� 111111111 � �1111������� ���►����� ►������� ►���� ����� 1111111,111►i���►► �l�l11 Ill Illlilii iiilllill u�1.111l�ita UI1111 111 4 tx P 0 ' O 00 m � c Ow _ ID 25 GA. 3 1/2" MTL. STUDS TO 4< Q _j 16 9 GAR CLIP RE AT ANGLE 2"OX 2"CX w3 W/ SHEET METAL SCREWS AT — ) -— - ►�-� - EA END. BRACING TO BE 1 --- ----_- _--- ---------- \ � PROVIDED WHERE DISTANCE -- - } + BETWEEN EC ING WALL OUIARR NTE HORIZONTAL BRACING BETWEEN WALLS EXCEEDS 8'--0" O.C. a G g SUSPENDED CEILING C IIL I I STUD TRACK, PAINTED BLACK do .. N CASING BEAD O L'u-, w w CONT COMPRESSIBLE c -' °' 9" ca GASKET � %.. 0 3 0. ME I AL STUDS, PER WALL LEGEND 1 Ell v5/8" GYPSUM BOARD L7 C� to F-• ORUBBL•R BASE�� '- TOP OF SLAB N MAXIMUM STUD WALL HEIGHT- \ W — - - ``` FASTEN BOTTOM TRACK TO H00 WIT E SPACING GAGE H F I C' -- --I ---- -----•--- -----•-- FLOOR R J [� _� r ' I I I 25 CA.- 20 GA. DRIVEN ANCHORS AT �e2T�� M11 II Llf2.. ) f I I I I I 2'-0" U.C. W Q 1z• O.C. 1s-z• ts'-o• L"I -- — - 16. O.C. 12'-0• 14'-0• CJ �� -- ---- -- _��� � � - (S�` z4• u.c. to•-s• tz'-o' - —� —-�—— ——-- — —--——"Y— — t' J 1 • —THIS CHART ONLY TO 9E USED IN LOCATIONS �I NOT SPECIIIED MORE STRINGENTLY, ELSEWHERE Q O A T"1�P INT PARTMON WALL " A2 — - -- GYP BD Pro ject WALL AS OCCURS Stiff 2 - — — - crn BD Tenant IITa -wemen DBL STUD AT JAMB TYP SA 10500 $W Minim BUILDING REFERNCE FLAN ' j Td' 7=_- i , I HOLLOW MTL KNOCKDOWN FRAME KEYNOTES 1. FINISH WAIL SURFACES, PAINT, AND `NSTi I_L CARPET, TYP THIS ROOM. Q [MR JAMB 0 2. EXTEND WALL TO HEIGHT .REQUIRED TO SUPPur -7 PLENUM CAP. ----- I f 3. DEMO WALL ABOVE PLENl1M ® NEW PLENUM CAP. REPLACE A2 TYPICAL AT INTERIOR, HEAD SIM. -- W/ DRAFT STOP AS REO'D TO COMPLETE DRAFT--STOP REQUIREMENTS FLOOR OR ROOF STRUCTURE (MAX 100' LENGTH AND 3000 SF AREA BETWEEN DRAFT STOPS). STABIL.IZER BAR BETWEEN ALL MEMBERS 4. NEW PLENUM CAP - SEE STRUCTURAL. AT PERIMETER 5. NEW PRE-MANUFACTURED CLEAN WALL SYSTEM. —ADDITIONAL. HANGERS AT AL'_ MEMBERS WITHIN 8 6. NEW (MODIFIED EXISTING) CLEAN ROOM CEILING. SEE L,',rO DRAWINGS OF PERIMETER FOR INFORMATION. LATERAL BRACING WITH APPROVED VERTICAL STRUT 7. EXISTING CEILING TO REMAIN. AT 12'-0" O.C. EA. WAY -COUNTERSLOPE HANGERS Y MORE THAN 1:6 OLJ1 OF PLUMB �— - ------_ r � -'!fRSTEN H/f,RANE < < < > 3 QQi � Pok!;AND.OREGON��i. -� .OF o��v CROSS RUNNERS FIT BETWEEN © 1999 MAIN RUNNERS GROUP MACKENZIE ALL RIGHTS RESERVED MAk AIN RUNNERS AT 4'-0" O.C. THESE DRAWINGS ARE THE PROPERTY OE GROUP MACKENZIE AND ARE NOT TO BE SUPPORT WITH #12 WIRE AT '—O" USED OR REPRODUCED IN ANY MANNER. 6'-0 •4MAX O.C. OP WITH #10 WIRE Al 5'-0 WTH04JT PRIOR WRITTEN PERMISSION _.-------- - - -- -- ----- O.C. EA. WAY .. .... .. . ... . ........._....... _._.. .. . ......-_......................... ...._.._..... . ..... _...�......_........... ....... ..._. _. _.... -�- LATERAL BRACING AT 2'�0"TO.0 STRUCTURE REVISIONS: 4 h - - EA. WAY MAIN RUNNER T S RUC } ti -- PERIMEBEGIN BR�CI ND WITHIN ROM'A5 Z.H4 CROSS v5rm$" REVISION EDITION I /• - I I MEMBER. n CLOSING DATE SECURE ALL H<NGERS 1'0 BLDG. - - -- -T'-- - - II II STRUCTURE. TRAPEZE DUCT WORK AND OTHER LARGE OBSTRUCTIONS. II II s SUSPENDED CEILING BRACING --- 3 --- I I \ I I A2 NOTE: AL1_ CONNECTION DEVICES TO BE OF AN N.T.S. APPROVED TYPE A14D HAVE 100# CAPABILITY - — I I , �wlrr �t,afArrr o�wvw�e ira�rw �w�a �e�aw — �w� �rrraww es�•�,w pw:+w� s>w,s�,ssa akrm�••-�* "0""f'Fw 2 SHEET TITLE: BUILDING REFERENCE --- - _---- - PLAN , CLEAN ROOM CLEAN ROOM CLEAN ROOM MAINTENANCEd CLEAN ROOM SECTION , AREA AISLE CHASE AISLE 122 123A �123C} --- 5 1238 C 113 DOOR SCHEDULE T DATE: 07.02.99 DRAWN BY: Aj5/0X V- CHECKED BY:KHC CLEAN ROOM SECTION SHEET A2 OF JOB NO, - _ 1990209 — Nimbus Ave.10800 PERMIT SET: 7/2/9 Bo,P199950294 NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III III III I I�III II!�III !'I III III III II! IIIIIII III III III III III III III IIIiIII I I III III III I I IIt Tit III I�I�fjI�III IJI I'. 'II Ell IIIIIII III III III IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 11LI I I -1-. _`��14 ----- - - IT IS DUE TO THE QUALITY OF THE No.3e ORIGINAL DOCUMENT S 8Z 9Z LZ 9ZLII �Z Z tZ O�Z 8T B1[ LrlillIT111111111IT1111111111 ►�t st Lr [ t ILII ILII IIIIIIII(IIIIIIIIIIIII (IIIIIIII IIIIIIIIIIILL ILII IIIA ILII (IIIIIIII Illllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIII,IIIIIIIIIII1II ILII Illlllllllulllllil Illllulllll�llllll IIIIIIII►!Iill IWll�lljllllll llll�lll IIIIIIII ,lllu lllliNll Y 4 1 i T fh L O� aCo n`o _ N w '� O r+ _ 0 U O 40 v; - o Cj x 3-0• - x - KEYNOTES 1. ?APE AND SAND THIS SIDE: OF WALL, DO NOT 25'-7■ 04 XX 2. REMOVE EXISTING RELITF AND INFILL W1 NEW GY1- +I ` �, -- - FIELD VERIFY -S7 -- - RD WALL WHERESHOWN. - - ---- � -�-�- 3. PATCH AND REPAIR WALLS, FINISH TO MATCH EXISTING. l - k L"1 4, NEW WALLS ALIGNED FLUSH W/ EXISTING WALLS. FINISH 7�,-J 1OFF(E `� - TICH- o WORK ROOM 142A iv O x O 12 O >K O I[ O - x S. A10.IGNA NEW WALL EXISTING.W/ OF COLUMN. m 1.5 131A - - C o1 I - _ _ 6. NEW F. � qE-t!:1Nl1FACTURFD CLEAN ROOM WALLS. Ca C t O f u 7. RELOCATE EXISTING F.E.C. AS REO'D AT RELOCATED DOOR, ►CD- � A - _ - _-_--- --- W � 8. RELOCA-s•ED DOOR. PROVIDE NEW 30" DOOR .4S REO TO _ m a v 11 ACCOMMODATE MAINTENANCE CHASE WIDTH. 0o L- ` 3 9. LIQUID NITROGEN STORAGE ROOM. � � � � `"�� 3 \ '10. EXACT MAINTENANCE CHASE WIDTH, LENGTH AND LOCATION __J --- - -- - - ., - --_ TO FIE SET BY LASCO. tr7 (3 to F 01, TIT I I _-� I 11. REMOVE EXISTING CHAIN-LINK FENCING AT NEW WALL. - ��� -- SECURE CORNER POST TO NEW WALL. 12. NEW SUSP CLG 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 rtnn �i OFFICE REFLECTED CEILING PLAN EXISTING SUSP CLG AS REQ'D AT MODIFIED LOCATIONS. V F 1 OFFICE PLAN 4 01 1 ICE REEL- -_ 14. PROVIDE BOX STUD HEADER AT NEW OPENING 1N WALL. I U o 15. PROVIDE NEW CARPET TO MATCH EXISTING AT ROOM w � a A3 / EXPANSION / NEW ROOM. E� 4 �1 16. PATCH CL-G AND GRID AT REMOVED ,HALL. rZ' 17. MODIFY EXISTING EXPOSED DUCTWORK AS REQ'D AT NEW WALLS. z a O 18. REMOVE EXISTING CLG SYSTEM DURING CONSTRUCTION. f r to ! REINSTALL AFTER PLENUM CAP CONSTRUCTION. O r, 19. AT NEW PLYWOOD SHEAP. WALL, REMOVE EXISTING GYP BD, p4 - - - — - APPLY PLYWOOD PER STRUCTURAL, APPLY Y" GYP BD r� / r FINISH AND PAINT. ALIGN W/ CORNER OF WALL AT \\ END, ALIGN W,/ DOOR JAMB AT EAST END. ' 04 - 14 .._ . . . __ - - - 39 8'-4• 15'-61Y" . -- - - Project O S� OPEN OFFICE 11 los -� � -- - T� Building C� - 10500 SMI Nimbus a 5 0 Tigard, OR W i U-i-4 2 OFFICE PLAN 5 OFFICE REFLECTED CEILING PLAN_ j 1 i E n 0 TTI I i I -- -- _--- - GENERAL NOTES -� -- - - A. ALL DIMENSIONS TO FACE OF WALL, UNO. PATCH ALL FINISHES TO NEW CONDITION AT MODIFIED, DEMOLISHED AND NEW CONDITIONS. A2 -- - - - ,7 DOOR GENERAL NOTES 26 -7� -- 1 - - ------ w Kit it`.,ItiN CRANE r7 121 R -- A. ALL SPECIFIC SECURITY HARDWARE WILL BE PROVIDED BY :.a --_-- --- - T CONTRACT W TENANT. - , 7 I ! ( i i ! i j i . - - - - B. EXISTING DOORS &UHARDWARE SHOULD BE RELOCATEDN RIIaNOREGON / ! ANi) REUSED AT CONTRACTOR''. DISCRETION. �� zz 3�R 3 i 1 i ; i ! j 13 _ _ C. SEE DTI. 4/A2 FOR TYPICAL JAMB DETAIL. 'O {J� a �a 1 _ _ _ - CLEAN ROOM AREA BOX BUILD ® -_ - - D. HMK FRAWES TO MATCH EXISTING FRAMES i i i i K FACTORY-,'APPLIED PAINTED]FINISH. r----- ,- W SEE GENERAL CONSTRUCTION NOTES FOR ADDITIONAL- INFO. GROUP MACKENZIE 1999 120 R 120 3 © ALL RIGHTS RESERVED - - _----'-- --'-__— THESE DRAWINGS ARE THF. PROPERTY CROUP MACKENZIE AND ARE NOT N 8L USED OR REPRODUCED IN ANY MANNEP., WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: 18 �! � AIFI SHOWER GONN N _ - _ �,,. C?4 I� 126 p REVISION EDITION F _. Cl-FAN AN RonM AL,I_ I - --•---,---- 123A C J -- -------- _ — -- - - - - NOTE: C--- MAINTENANCE CHASE 6 _ z� o --- TENANT TO PROVIDE JURISDICTIONS WITH _ _•3f �\ 1130 v- I -- — - -- - - REQUIRED - r .- e--J10 � (I _ _ _ ~ ALL RFOUIF'CD INF-ORMATION ON I — - - - — _ -- - CI_,ANTITY AND hISAGE FOR CODE REVIEW. R 58 6 � r�0 GOWNIN_C CORRIDOR _ _ - --�� Z�•' R CLEAN ROOM AISLE 2 - -- - = - SHEET TITLE: F LO 0 R 113 --moi WOMEN � MEN PLANS , ~- NOTE 112 (it 00� 18! --- --- - - - 2 - -- { IT cilq 77— L DATE: 07.02.99 DRAWN BY: AJS/GKM s CLEAN ROOM REFLECTED CEILING PLAN CHECKED BY: KHC _a CLEAN ROOM PLAN - - �— — =_- A3 1/F3„=1'-0° SIIE:FT A3 OF JOB NO. 1 990209 1 J, NhnbuS Ave.10500 PERMIT SET: 7/2/9 3ofP,999502Bd :.-_.:':."p<A::. i 'w.lt�il:F...w...... �+ta+lww�+•-. ..-.,,,..—.-raw.w�r.+M ”- ...._.._..uvuuL3MAa►.u�.wdnr�e+�n..+.w.•.....ww�.. ...............,......,.,__.. ..._.... .rw+ww.+..nmwa[wnRwwi,...... ._... ... .._._.wrw+ Y L 'a*'M.�K'. �.. ..•IFE fk JJA'vr �A+o NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III III III I I III III III I LI III III III III III III III III III III III III III III III III III III III I I;III III III I III III I I I I III III I I I I I I I III III III 1 3I I 4 I 1 5 I I -I 6 I I I '� I I I I I 1b 11 I CC �c-e IMAGE IS NOT AS CLEAR AS THIS NOTICE', _�- -.1- _.-__� L A_— �_ - 1 -_. �l�`�_ • �__.-_J J ,,,,� ITIS DUE TO THE QUALITY OF THE -111 -11 "°�° ORIGINAL DOCUMENT $ 8�Z 9L LL 9�S Z 6v £ L �i� Z et 8t Lit 9t 9 t 6t St Zt tt t 8 8 L 9 �4 �� I Li-E1UT%171-;11 I�IIII IlliILII IIII�I►II Ilii►IIIIIIIII1IIII IIII�I�IIIIIIIIIIIII��IIIII►�►I ILII IIII�I�IIIIIII I�IIIIIII�I,I VIII�I�111I1iIlii Il►IIIII ►ISIILII I�II�I��► Il����lll uulll� �►►�,<<11t1111il>llllWli 4i�• i 'v l.IM1� r �L A' 'kA �A�1 GENERAL STRUCTURAL NOTES ABBREVIATIONS ___ �O DESIGN CRITERIA ea ►' 0 X 1. GOVERNING BUILDING CODE: 1997 UNIFORM BUILDING CODE, WITH AS ANCHOR BOLT C 0 AMENDMENTS. AFF ABOVE FINISH FLOOR U 0 Co g ALT ALTERNATE C _J 2. GRAVITY LIVE LOADS: APPROX APPROXIMATE 8 ROOF • • . . • • • • . . • • . • , • , , . . . . 25 PSF ARCN'L/ARCH ARCHITECTURAL (SNOW BUILD-UP IN ACCORDANCE WITH 1997 UBC APPENDIV CH 16) O AT PLATFORM B/ BOTTOM OF EQUIPMENT / CEILING . . . . . . . . . . . . . . . . . . . . 15 PSF BTWN BETWEEN c ACCESS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 PSF BLD BUILDING 3. SEISMIC, BLK BLOCK SEISMIC ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 BLKG BL"ING Or O lm IMPORTANCE FACTOR I . . . . . . . . . . . . . . . . . . . . . . . . . .1.0 HM BEAM r 'r BOTT BOTTOM 4. WINO BRIG BEARING m in BASIC WIND SPEED . . . . . . . . . . . . . . . . . . . . . . 80 MPH a •C O EXPUSAIRE . . B CJ CJNTROL JOINT C 0 P IMPORTANCE FACTOR I . . . . . . . . . . . . . . . . . . . . . . . . 1.0 q CENTER LINE m W CLR CLEAR 40 @d t N CMU CONCRETE MASONRY UNIT 0 N a 1� GENERAL COL COLUMN U9 r O CONC CONCRETE 1. THE PROJECT SPECIFICATIONS ARE NOT SUPEPSEDED BY THF STRUCTURAL CONN CONNECTION CUT EXISTING nom. W d (3) #10 SCREWS. STUDS IS NG NOTES. CONSULT THE SPECIFICATIONS FOR AWII � `}'IONAI. REQUIREMENTS IN CONST JT CONSTRUCTION AANT 0 f- Oma' " EACH SECTION. NOTES AND DETAILS ON THE DRAWINGS SHALL_ TAKE CONT CONTINUOUS COPE .IST AS REQ'D -16GAx? STRAP PRECEDENCE OVER THE GENERAL. STRUCTURAL NOTES AND TYPICAL DETAILS. COORD COORDINATE L - -- 16GA CONT STUD FREEZER PANEL CSK COUN't_RS1NK BLOCKING (2) #10 SMS AT- 2. rHF CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. CTR CENTER 14'-0" MAX --- I - _ _- -- _ - FA JOIST INCONSISTENCIES.___v// THE ARCtOILCT HALL BE NOTIFIED OF ANY DISCREPANCIES OR ( C d PENNY NAILS) N DBL DOUBLE a ( V -^ f 3. DO NOT ,CALL DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL DBA DEFORMED BAR ANCHOR rn !" �__--= DRAWINGS. DFr/DTL DETAIL �/• BY OTHERS I _ `` / OF DOUGLAS FIR 4. ALL WORK SHALT- CONFORM r0 THE MINIMUM STANDARDS OF THE 1p97 UNIFORM DIA/� DIAMETER w FREEZER PANEL 1z BUILDING CODE WITH AMENDMENTS. DIAPH DIAPHRAGM Q DIM DIMENSION V 5 SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING.- DL DEAD LOAD SIZE. AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED. ON DOWNz 0 - - -- _- -- � - '-' b. SIZE AND L(X:A71()nl OF ALL INTERIOR AND EXTERIOR NUN-BEARLNC DF DEEP � 1 DWG DRAWING PnR rI71()1J5. V C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, OWLS DOWELS \ DEPRESSED AREAS, CHANGES IN LEVEL, CHAMF ERS, GROOVES, INSERTS, -ADD 20GA 8" 16 GA JOIST rn TRACK \ I ETC. EA EACH ` 7 ; t PER PIAN i d. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS EF EACH FACE EXISTING STUD / I \ I SHOWN. EIFS EXTERIOR TTI.INSULATION w ---JOIST PER PLAN a FLOOR AND ROOF FINISHES. FINISH SYSTEM 1. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN. EIEV ELEVATION / p. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. ELECT ELECTRICAL OCG 16 'A 8" JOIST PER PLAN�' CLEAN RM / EDP EDGE OF PANEL W/ (3) #1p EA STUD CEILING I I 6. S� MECHANICAL. PLUMBING, AND ELECTRICAL DRAN7Nl>S FOR T'HC EO EOl1AL C - -EXISTING STUD -- Ew EACH WAY Project a. PIPE RUNS, SLEEVE;, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, EXIST EXISTING � I EXISTING GYP --- - - ETC., EXCEPT AS SHOWN OR NOTED. FX.P JT/EJ EXPANSION JOINT b. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. EXT EXTERIOR ���a Improvement m��OV �n` C. CONCRETE INSERTS Fort FIXTURES. 1 �"p l -� E_XJSTING STUD,----� �` - SIZE AND LOCATION OF- VRFY - 20GA 3 1/2" (4) #10 SMS AT EA 16CA TRACK d BOLTS FOR MOTOR MOUNTS. INE OR E(lU1PMEN( BASES, ANCHOR F/ FACE OF � s & yV 'r F13 FIAT BAR STUDS ® 16" OC �- VRFY - 5/8" GYP END OF STRAPS FIN FINISHED 10500 SIN No"i bta EA SIDE 7. METHODS. PROCEDURES, AND SEOUFNCES OF CONSTRUCTION ARE THE FLR FLOOR �J�a"d M RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL FOC FACE OF CONCRETE -- - C3 NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF FOM FACE OF MASONRY ! THE STRUCTURE AT ALL SLICES OF CONSTRUCTION. FOS FACE OF STUDS -- I ~ - = 1'--O" w FOW FACE OF WAU. 51.0 1 1/2" = V-0" w 51.0 1 1/2' = 1'-0" UJ 51.0 1/2 ' o L, a THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT TND FOUNDATION TTOE 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 CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, ! BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE GA GAUGE FREEZER PANEL BY OTHERS /-` BY THE STRUCTURAL. CNGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE GALV GALVANIZED ITEMS COPE JOIST AS REM) / . GEN GENERAL GIB GLU LAM BEAM 16GA TRACK WI-,, 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL GR GRADE (3) #10 SMS EA FREEZER PANEL STUD (3) #10 SMS BY OTHERS - -JOl.,T PER PAN P P 8" 16GA BLOCKING ELEMENTS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE' I STRUCTURAL ENGINEER. HDR HEADER HGR HANGER 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHAIL NOT EXCEED THE HORIZ/HO)fR HORIZONTAL DESIGN LIVE `AAD PER SOUARE FOOT. PROVIDE ADEQUATE SHORING AND/ HS HEADED STUD --EXISTING 3 1/2" 20GA - '- - - - -- - _-- -- /-- - _ -- OR BRACING vVIERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. HSB HIGH STRENGTH BOLT - I HVAC HEATING, VENTILATION AND STUD ® 16" OC '-_L�- -- CONN JOIST PE.'? 4/S1.0 --------�-_`--"�----_�-- ----- -- 11. WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL. AIR CONDITIONING _ _a IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR HWS) HEADED WELD STUD NOT THE REFERENCE` IS MADE IN EVERY INSTANCE. ID INSIDE DIMENSION 7, IF INSIDE OA - - STRUCTURAL WC100-16GA 8" JOIST INSUL INSULATION PER PLAN 8" 16GA BLOCKING S �- -T--8" �- INT INTERIOR -` --T - l r 1. THE QUALITY of ALL WO('D MEMBERS AND THEIR FASTENINGS '*HALL CONFORM TO CHAPTER 23 OF' THE UBC. JST JOIST -EXISTING STUD WALL I _-8" JOIST PER PLAN 2. All TRADING MEMBERS AND PLYWOOD SHAH CONFORM 70 THE FOLLOWING JT JOINT SPECIFIED TABLES, UNLESS NOTED OTHERWISE L ANGLE. FRAMING MEMBERS: DOUGIAS FFR-LARCH (NORTH) PORTION OF IA LAC QJLT TABLE 23-IV-V-1 (UBC) ILL LIVE LOAD PLYWOOD: TABLE 23-III-A (UBC) LLV LONG LEG VERTICAL 1 I - EXISTING STUD LONGIT LONGITUDINAL VRFY - •+--1 3. ALL STRIIC'URAL PLYWOOD SHEATHING SHALL BE FABRICATED WITH LP I.OWPOINT EXTERIOR GLUE CONFORMING TO U.S. PRODUCTS STANDARD PS-1 FOR PANEL BY OTHERS TO CONSTRUCTION AND INDUSTRIAL PLYWOOD. MAS MASONRY pp GYP BOARD I SUPPORT LOAD FROM MATL MATFP!AL po �pr� -COPE STUD AS REQ'D I I 4• ALL FRAMING MEMBERS AND PLYWOOD SHALL BE GRADE MARKED. MAX MAXIMUM IN N JOIST: P=60OL13 MB MACHINE BOLT t OA - - IV- - - _-- 5. FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWING GRADES: MECH MECHANICAL ' 1 STUDS: OF-L. STUD OR BETTER MFR MANUFACTURER PANELIZED ROOF SUBPIIRLINS: DF-L. NO. 2 OR BETTER MIN MINIMUM PLATES: OF-L, NO. 2 OR BETTER MISC MISCELLANEOUS +� ! S. 1997 UBC TABLE 23-11-8-1, NAILING SCHEDULE., SHALL (,XIVERN UNLESS NIC NOT IN CONTRACT �-o 1 1/2" - 1'-0" Li 1 1/2" - 1'-0" u X1.0 1 1/2" = 1'-p" w MOXtF RFSTRtCTIVE NAILINr IS INDICATED ON THE PIANS OR DETAILS. N0./�L NUMBER1\1 C) NOM NOMINAL 7. SILL PLATES, POSTS OR STUDS BEARING ONCONCRETEOR MASONRY SHALL NS NEAR SIDE EXPIRES:�30 00 BE PRES3URE TREATED. NTE NOT TO EXCEED - NTS NOT TO SCALE GROUP MACKENZIE 1999 8. BOLT HOLES IN WOW SITALL OF 1/32" '1`0 1/16' LARGER THAN THE BOLT. Q ALL RIGHTS RESERVED 2PLYWOOD W 1 " DEPENDING ON BOLT SIZE. OC ON CENTER THESE DRAWINGS ARE THE PROPERTY OF / / OD OUTSIDE DIAMETER GROUP MACKENZIE AND ARE NOT TO BE ,. 8d06" OC AT I PANEL EDGES, 17_" EXISTING UNIT 9. BOLT HOLES SHALL NOT BE LESS THAN 7x DIA. FROM THE END AND 4x DIA. (�/OSE OUTSIDE FACE USED OR REPRODUCED IN ANY MANNER, IN O -(2) SIMPSON A34 FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISEH OPPOSITE HAND WITHOUT PRIOR. WRITTEN PERMISSION OC AT INT SUPPORTS -- - (WNG OPENING EA BLOCK 10. PRE-DRILL NAIL HO LES WHERE NF-CESSA�' TO PREVENT SPLITTING. OVHD OVERHEAD REVISIONS: PLATFORM -` 11. EACH GLU-LAMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING PJ PANEL JOINT - TNUMBER AND SHALL. BE ACCOMPANIED BY A CERTIFICATE' OF INSPECTION Q PLATE REVISION EDITION CERTIFYING THAT THE MEMBERS MEET THE 1997 TIBC REQUIREMENTS. SUCH PLB PARAILAM BEAM S7 �1, CLOSING DATE CLEAN_ ROOM - ---- ��y EXISTING PURLIN CERTIFICATES MUST BE MADE- BY AN APPROVED AGENCY OF THE A.P.A. PLYWU/PL.Y PLYWOOD � - - -- - -- - _ - _- CEILING --- V'- _ �� PS POUR S1RIP - -- ---- `� 12. GI.U-LAMINATFD MEMBERS SHALL BE A COMBINATION OF 24F-V4 (O.F.- PSF POUNDS PER SO DARE FOOT -..-+--+--- \ LARCH) INDUSTRIAL GRADE, AND EXTERIOR CLUE, UNLESS NOTED PSI POUNDS PER SOUARE• INCH OTHERWISE ON PLAN. PT PRESSURE TREATED -� + + ADD 5/8"0 HILTI -_.-___ -,� UNIT CUR13� 7.., 13. ALL SI/SPENDER LOADS FR(Nd SUBPURLINS ARE PROFLIBITED WIINOUT PRf(N7 REF REFERENCE ------- -- -`- - --'- APPROVAL FROM ENGINEER. REINF REINFORCING KBIT '5 8.0 TI �. RFQ/REQ'O REWIRED _zt>=:ate ss.�a - - ' W/ 3" MIN EMBED LIGHT GAGE. STEEL. FRAMING REV REVISION) -�- }� - �' --- ----- -- -*�*--^_- RO Rfx1GH OPf VINE 1. LIGHT-GAGE STEEL SHALL CONFORM T0: 3 A. ASTM A-448 GRADE D (Fy s 50 KSI, LION)) FON I6--GAGF AND HEAVIER. S(:H/504ED SCHEDULE B. ASTM A-446 GRADE A (Fy - 33 KSI. DON) FOR 18-GAGE AND LIGHTER. SHTG SHEATHING SIM SIMILAR SHEET TITLE: SIMPSON S/HTT14 W/ -_ 2- ALL FABR.CATIONt, ERECTION), AND IDENTIFICATION OF LIGHT-GAGE STEEL SLV SHORT LEG VERTICAL 5/8"0 HILTI KW1I W/ FRAMING SHALL CONFORM TO UBC SECTIONS 2217 AND 2219 AND A1SI SMS SHEET METAL SCREW - 4" EMBED EA END EQ _ _ FQ ,� SPECIFICATIONS. SP/SPA SPACF(';)(S) -- - - - - - GENERAL #14 SCREW EA - SPEC SPECIFICATION CORNER OF UNIT - EXISTING 2x6 SUB PURLIN 3. PROVIDE ALL ACCFSSORIFs INCLunrNc, Bilr NOT LIMITED T0, ,RACKS, STAGG STAGGERED STRUCTURAL CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND OTHER STD STANDARD ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. STIFF STIFFENER �• _ ADDED 1 3/4x14 1 1/4 EXISTING 2x6 SUBPURLIN 4x6 UNIT ABOVE TO- NOTES - _ W/ SIMPSON N - - ADDED 4x6 #2 DFL W/ 4. INSTALL BRIDGINC./81.(X;KING IN LIGHT-GALE STEEL STUD WAILS IN TAB 70P AND BOTTOM SIMPSON L_US46 HANGER ACCORDE WIDRAWINGS.THEMANUFACTURER'S RECOMMENDATIONS AND AS T/ TOP OF CLIP M 4'-0" 4 IN THK THICK(NESS) 12'-0" MIN --- EXISTING SLAB EXISTING 2 1/206 1/2 PURLIN TL TOTAL LOAD 5. WELD LIGHT-GME STEEL FRAMING CONNECTIONS, EXCEPT W11FRF SELF- TN TOE NAIL DRILLING SCREWS ARE SPECIFIED. TOE TOP OF FOOTING Ls, m TUS TOP OF STEEL 1 - -- - - 6. WELDS SHALL CONFORM TO AWS SPECIFICATIONS. WELDERS SHALL BE TOW TOP OF WALT " H 3 4" = 1'-0" 1� TRANSV TRANSVERSE �- 1/4" = 1'-0" Lid �{/� 3/4 = 1'-0" w / CERTIFIED FOR LIGHT-GAGE STEEL UNDER AWS SPECIFICATIONS. �0 O.] X71.11 - TS TUBE S FEEL 7. DESIGNATIONS OF COLD-FORMED, LIGHT--CAGE STFFL SHAPES REFER TO TYP TYPICAL DATE: THOSE DESCRIBED IN IC'RO EVALUATION REPORT' 4943 OF THE METAL STUD MANUFACTURERS' ASSOCIATION, UONNNO UNLESS OTHERWISE NOTED DRAWN BY:I0- U/S UNDERSIDE: S. SHEET METAL SCREWS SHALL BE OF THE MAKE SPECIFIED IN THE DRAWINGS CHECKED BY: OR. WHERF_ NO SPECIFIC MAKE 1S GIVEN, SHALL BE RATED BY TTIEIR VERT VERTICAL MANUFACTURER AS POSSESSING DESIGN LOAD CAPACITIES IN SHEAR AND SHEET TENSION AT LEAST EQUAL 7'0 THOSE PUBLISHED IN ICBO EVALUATION! W/ WITH REPORT' NO. 4943 OF THE METAL STUD MANUFACTURERS' ASSOCIATION WD WOOD FOR DIE SCREW SIZE SPECIFIED, W'F WIDE FLANGE BEAM W/O WITHOUT STRUCTURAL O RSFRVATI(NI WS WATER STOP WELDED WIRE FABRIC NOTIFY ENGINEER OF RECORD AT LEAST 48 HOURS BEFORE A DESICNATF..D WORK si 0 0 IS TO BE COVERED. - ITEM - DESCRIPTION - of 1. PLYWOOD DIAPHRAGM -NAILING AND STRAPPING OF JOB NO. //�'�/'� PLYWOOD DIAPHRAGM 1 9 0209 Nimbus Ave.10500 PERMIT BET: 7/2/99 BoLP1999.00284 _ _ ,, ...�.-,-_.z._„ ....".._..._..._._...., T I I+! I I I I I I I I I..i..l I i I I I I I .I,.f._,.. ...W.,..........�..".."..«-..,.«.,.r.ww.� ,,,.,. ....�._n.....,.__ .. .............. ..__..... ___---.,.., ._. _,...�-_,_..,.».�...,.,�..,�.,...._..-,�....,�,•.,K",., _ NOTICE: IF ThE PRINT OR TYPE ON ANY 1 I I I I I I I III III III T�T III I I T 1�1 V I I I III III III III 111 111 I I I111 III I I I I i III III III I I I I I I I I I111 1 I I I I I I I I 1111111 III I I I V I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, l _.I 1 _ _I --I--_I I I Wil_I l I I 16_-.I 11 IS DUE TO THE QUALITY OF THE: No 36 e' •- ^" "`"'""'� "� ORIGINAL DOCUMENTT �- IIII III t4qz__i�z_ IIII III111IIIIIII IIII IIII IIII IIIIIIIII Illi IIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII Ilil IIII IIII IIII IIIIIIIII IIIIIIII� I -�- �- --� - -�---- - -- -- I� llllll ►ll l►II�NI► L c i f G i i Y; :n. k f IN AIF FyfRyX {f { r)co Q C C dm Q (U N {A Q 0 N c7 y C] 4) o O •' Ln A X C v 8 4 51.0 (3) PSC800 16GA 60KS1 BM. ATTACH W/ #10 SCREWS d 12" OC co cb lIt I ` cm q. a 2 I o d o S1.0 \ S1.0 W i \ W O 0 ;Q ce- 0 d 1 , X1.0 cJ 2 \ \ , \ 51.0 SI S 1.0 SIM i O L4 00 _ -- MIN (3) 3 1/2" 20GA w WALL STUDS AT EA O Q \\ END OF BM V' x �55 1. - Ll N z 3 S1.0 ADDED PLYWOOD— 51.0 Il SIM 00 SHEARWALL PER 7/S1,0 - ' Pro)Isct — --_ -_--- _ SITE _PSC800 16GA 33KSI MIN JOIST (2) PSC800 16GA I Tenant IrprOVerrmA 0 4'-0" OC, TYP UON 60KSI JOISTS ® 4'-0" Schole BukkV T 10500 SW Nimbus16GAx2" STRAP 012'-0`UI. Tigard Q!3 PLATFORM FRAMING PLAN X52.1 1/8"=1'-o" i i i s a t I I 1 _ —VRFY - 700LB MAX UNIT EXISTING UNITS - VRFY -- \ CENTERED ON GRID C - --- N y T 21. rXPIRES: 630 Oa� : - - 1: GROUP MACKENZIE 1999 ALL RIGHTS RESERVED ` THESE DRAWINGS ARE THE PROPERTY OF - I� GROUP MACKENlIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION VRFY - 1000LB MAX UNIT EXISTING 5500LB UNIT ---- v, REVISIONS: CLOSING OAIEON I 1500LB MAX. UNIT W/- ADDED 4x6 BLOCKING PER DET 9/1.0 -- -- —\ g� SHEET TITLE: I � 51.0 t - -- l PLATFORM AND PARTIAL ROOF FRAMING 9 PLANS 51.0 ADD 1 3/4x11 1/4 1.7E LVL 'N/ SIMP SON #4 CUP ® -O" OC e' L.US 210 DATE:: HANGER DRAWN BY: 8 2 PARTIAL ROOF FRAMING PLAN CHECKED BY: SHEET S2 ,91 A O til f1 OF JOB NO. 1990209 Nimbus Ave,10500 PERMIT SET" 7�2� BoIP19995000 pit �01 OWN )07/2/99 MOTICE: IF THE PRINT OR TYPE ON ANY T�I I l t I I I I I I I III III III I I III I I I I I I I I III Lh ill I�I III I I I I I I I I III III III l l i III I I I I I I I I III IIII 1 f l i ill I I I I 1111 III 111 I I I I I III I qI' III III IIII I , IMAGE ISNOT AS CLEAR AS THIS NOTICE, 11 IS DUE TO THE QUALITY OF THE -r T� _�-- _ - 4 ORIGINAL DOCUMENT \p�-� 818 LL X16 6 1'16 8 S t6 6 8I 9I LT T -T tT IST 6l I T\�I0� � I8 I L Id�� l 1 IIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII Ililtllll lllllllll IIII IIII Illitllll Illltllli Illlhlll IIIIIIIII IIIIIIIII Ilulllll Illllllll.11llhlll IIIIIIIII IIII Illllllllllll IIIIIIIII lllllllll Illl�Ill,tllll�ll�l loll Itll �llu llu�li� 11 u� IU IIIIIN1lt9 x