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Plans (15) BU P2020 -00067 All ideas, designs, drawings, and plans set forth on these sheets are owned by and are the property of Oh planning+design, architecture. Any use, reuse, or disclosure of said plans, reproductions, ideas, designs, and/or arrangements without the written permission of Oh planning+design, architecture is prohibited by law. 414(,-/11 TTSD SECURE VESTIBULES 1(-- - n , IFNI ALBERTA RIDER ELEMENTARY SCHOOL L .....diii TTSD SECURE 14850 SW 132 \ID AVENUE VESTIBULES 14850 SW 132ND AVENUE TIGARD, OR 97224 I/ pERvIIT / BID DocumENITs Oh OH PLANNING+DESIGN, ARCHITECTURE 115 NW 1st Ave, Ste. 300 Portland, OR 97209 t 503.280.8000 GENERAL CONSTRUCTION NOTES CONTACT INFORMATION LOCATION PLAN PROJECT DESCRIPTION SHEET INDEX KEY SHEET INDEX f503.224.5442 1. All work to comply with 2019 Oregon Structural Specialty Code. OWNER 43 The project consists of modifications to the existing main entry, main office, and SHEET NUMBER SHEET NAME Consultants: 2. All work shall conform to the contract documents which include the Tigard-Tualatin School District conference room to create a secure entry vestibule. Existing egress width remains AD-1 O owner/contractor agreement, the drawings and specifications and all addenda 6960 SW Sandburg r t- unchanged- The existing egress routes in the main office are modified to RECEIVED and modifications issued by the designer. Tigard, OR 97223 ` °: � -'� ., accommodate a new door with lockdown hardware. GENERAL 3. The contractor shall review all documents and verify all dimensions and field Contact: Shawn Christensen, Owner Rep G-001 COVER SHEET MAR 2020 Any Email: shawn.christensen@otak.com ' - Ak " i' - - • `_ �_- t ARCHITECTURAL SCOPE: -/- conditions and shall confirm that work is buildable as shown. conflicts, "��, ,_ - � G-002 ABBREVIATIONS, LEGENDS AND NOTES ` discrepancies, or omissions, etc., within contract documents, drawings or Telephone: 971.727.416$ --,..--11::4;11,� a Build new wall, storefront, and doors across existing hallway. Extend steel CITY OF TIGARD Spj, 1 __. • , • -` z Discipline Category Page # between drawings and field conditions shall be immediately reported to the e� _, - posts through rated 'horizontal wall' above in (2) locations and repair as G-003 MOUNT HTS, CLEARANCES & PARTITION TYPES BUILDING MM 5 designer for clarificationprior to the commencement of affected work. GENERAL CONTRACTOR $` << _ '� necessary to maintain fire rating, G: General D: Demolition 0: General Info/Site g .e , d g, G-101 SITE PLAN 4. All contract documents, including without limitation these general notes and the To Be Determined = SOU Z.1'.`! +.i*' ,rk? : r • Remove existing fire door at main office and build new 1-hour rated wall and C: Civil 1: Slab Edge Plans �_,. /yj. #" G-201 FLS/CODE SUMMARY specifications shall apply not only to the general contractor but to all .� ,;_ q/ 11..,. w ., -J. axr. I. __ storefront in opening. L: Landscape 2: Plans subcontractors and suppliers on this project. The word 'contractor' shall hereafter :..4 . ° �I/R� ' ;, -''"'�' �` • Remove conference room casework to accommodate new passageway. A: Architectural 3: Exterior Elevations PP P 1 ARCHITECT-OF-RECORD .. . �. �, - p g y. . * d - d �. '. � � .�.. ' ARCHITECTURAL apply equally and without exception to all subs and suppliers. All contractors are Oh planning + design, architecture i -�:, : ? 41e-� "�,1 .- , . _" -- � ,>�� -s�.- •�• Create two new openings in existing CMU walls with new passageway. Install S: Structural 4: Sections responsible for familiarizing themselves with both these notes and specifications 115 NW First Avenue, Suite 300 . - 1-hour rated storefront door from passageway to main corridor. M: Mechanical 5: Vertical Circulation AD 231 DEMOLITION FLOOR PLAN - ENLARGED 5. No one drawingor specification section shall 'govern'. Contractor shall correlate ` ` ' + • ' ` _"` «� '_-• -_-j� Build new infill wall and door between the reception area and the remainder of P: Plumbing6: Interior Elevations P 9Portland, OR 97209 '� �;� 4 P AD-232 DEMOLITION REFLECTED CEILING PLAN - ENLARGED work between architectural drawings and specifications and consultant drawings Contact: Deb France, Principal "°" S " ' Irl + 'y i .0 the office. E: Electrical 7: Details P • 4„• %...i.,:. � � r A-231 FLOOR PLAN - ENLARGED ands specifications. Contractor shall also correlate work between drawings 1 "" u • Reconfigure conference room. 8: Schedules/Finishes P g Email: deb.france@ohpd.net I1 '. _ ` ., ;�- „ .- g different scales within each section. It is the explicit and specific responsibility of Telephone: 503280.8000 1 -., -.4,‘• ,;,• # :' li;�!i •'�.` "� RSA ' . • New ceilings in secure vestibule, portion of existing corridor, at location of 9: 3D Representations A-232 REFLECTED CEILING PLAN ENLARGED the contractor to examine the contract documents in their entirety, report all '' ' •`- � '�"%` -:,• ; ` „ A-601 INTERIOR ELEVATIONS AND SCHEDULES P Fax: 503.224.5442 1 ti 4 ,, ., ,- removed rolling door, and new passageway. discrepancies encountered therein to the attention of the designer and await `' ':;r New floor finishes in secure vestibule and passageway. A-721 INTERIOR DETAILS P 9 Y Y p STRUCTURAL ENGINEER -_ - " r Salva a and/or relocation of bulletin boards and other wall-mounted items. resolution before roceedin with an work affected b such discre oracles. " � f,),•,14,2,,...-... ,' �; � - � -�';,r � a. i r - 4� • Where the requirements of either the general notes or the specifications may be Holmes Structures •:110„r;;.',‘.",-*,- xF E� , 't ,-. ' _ Replace existing exterior storefront doors with new doors. at variance with thegeneral conditions, the more restrictiveprovision shall ,i, �;' r1 T = STRUCTURAL 4713 N Albino Avenue, Suite 201 9 Portland, OR 97217 E,.�.r. r • # �' • �,_ �1 S-001 GENERAL NOTES govern. '' ' :,,5.._.. STRUCTURAL SCOPE: S-002 SYMBOLS & ABBREVIATIONS 6. Contractor shall field verify all existing construction and related conditions prior to Contact: Jennifer Eggers, Principal -" 1 A . 10! g9 P "` - ' Create (2) openings in existingCMU warts starting demolition or new construction. Email: Jennifer.eggers@holmesstructures.com „:i ;� j 5-231 FIRST FLOOR PLAN } „lr;. -. 7. General notes are an aid to the contractor in understanding the work and should Telephone: 503.703.9912 { ., -• �•. • Install (2) HSS posts to support new vestibule wall, with connections to existing not be construed as being complete in every detail. It is the explicit and specific p S 501 ELECTRICAL PANEL SCHEDULES �"�,,� "� '" � '�- � �, + ; � � roof structure. responsibility of the contractor to visit the site, verify the existing conditions and MECHANICAL ENGINEER ii -.- 4 ---- - ;• familiarize himself thoroughly with the scope of work, and report all discrepancies MKE &Associates k •" r T MECHANICAL SCOPE: MECHANICAL between the drawings and the assumed or actual conditions to the attention of the 6915 SW Macadam Avenue, Suite 200 _ ._ 1 • Install radiant ceiling panel heater in new vestibule. M-201 FLOOR PLAN - MECHANICAL designer (architect). Portland, OR 97219 _ - _ • Relocate diffusers and ductwork as necessary. 8. Substitutions, revisions or changes must be submitted to the designer for review Contact: Brendan Arnold, PE, Principal a • - ° (in conformance with specified procedures) prior to purchase, fabrication or ::4;.-....i,rA '-.. -N, ,- - -i PLUMBING/FIRE PROTECTION SCOPE: ELECTRICAL p P Email: brendana@mke-inc.com � � � • .r �- : _ � ,�„ E-101 TITLE SHEET & ENLARGED MDF ROOM �/ installation. Telephone: 503.892,1188 • Relocate fire sprinkler heads as necessary. 9. The contractor shall maintain for the entire duration of the work all exits, exit Fax: 503.892.1190 E-200 POWER & LOW VOLTAGE DEMO PLAN �nn lighting, fire protective devices and alarms in conformance with all applicable PROPERTY DATA ELECTRICAL SCOPE: E 201 POWER & LOW VOLTAGE PLAN vJ Q codes and ordinances. PLUMBING ENGINEER • Reconfigure existing lighting. E-300 LIGHTING DEMO PLAN W I- v! 10. Where interruption of the building's Life Safety System is required to perform the MKE & Associates • Add new lighting, including security lighting at new vestibule. E-301 LIGHTING PLAN J z (- work as described in the construction documents, or to coordinate with owner's 6915 SW Macadam Avenue, Suite 200 • Relocate power and data outlets. z Address: 14850 SW 132nd Ave E-400 DETAILS D w Z operations, the Contractor shall provide interim Life Safety measures to comply Portland, OR 97219 Install new access control systems and security cameras. with local code and owner's requirements. Tigard, OR 97224 • Install new electronic door hardware. E-500 ELECTRICAL DETAILS w Contact: Brendan Arnold, PE, Principal 11. Protect the building, its systems, finishes and related and appurtenant items, so Email: Iprendana@mke-inc.com as not to cause damage derived from the work; comply with building rules and Assessor's Map: R2108513 LLJ Telephone: 503.892.1188 ��1 J regulations. Fax: 503.892.1190 ( a 12. Locate and verify existence and use of existing utilities. Take necessary Tax Lot: 2S109ACO2100 W uJ r measures to protect and preserve function and condition of any utilities to be ELECTRICAL ENGINEER V repaired, replaced, or reused in new construction. Coordinate work with Architect, MKE & Associates Zoning: R-7 O Engineer and Owner. 6915 SW Macadam Avenue, Suite 200 -----• W 0 Site Area: 9.24 Acres �-- -"'�"" , 13. Contractor to coordinate installation and scheduling of Owner or Owner's vendor Portland, OR 97219 SPED A _�'"`m-2t1 '�' E' 1 �� W/provided or installed fixtures and equipment. Contact: Mark Garand, PE State of 4Y4,rsr S� "lam 8 L.L 0_ 0 14. Contractor shall be solely responsible for the design and construction of all Email: markg@mke-inc.com PROJECT INFORMATION D m shoring and bracing required for construction of the Work- Contractor shall not Telephone: 503.892.1188 9 " Ca store construction materials orequipment in a manner such that the design live P tWta and�"��tE`° '�' Steel z g Fax: 503.892.1190 1 < w loads of the structure are exceeded. Sults Instal;ed id's C€increte Construction Type W Q 15. 'Typical' or 'typ' shall mean that the condition is representative for similar © Special Moment• lasiating Concrete Frame 1- o � (- conditions throughout unless noted otherwise. Details are usually keyed and Type II-5 v1 z r _ noted 'typ' only once, when they first occur. \ Re'snforc;:�a atel ?restressirr Stec!Tendons m 16. 'Similar' or 'Sim' means comparable characteristics for the conditions noted, verify Gross Building Area \LL.I Structural y�+��'ding ❑ UJ O N dimensions and orientation on plans and elevations. (n CO L.L 17. The contractor shall not be relieved of responsibility for deviations from Main Level: 45,500 SF ❑ High-Sirenght 5oi�ing Lower Level: 23.400 SF requirements of the contract documents by the designer's review of shop Structa. 'asonrl J co 0 W drawings, product samples, or similar submittals unless the contractor has Total: 68,900 SF Q /- a. specifically informed the designer in writing of such deviation at the time of ❑ Reinforced Gylrsur;Concrete • submittal and the designer has reviewed the specific deviation for the compliance Refer to Code Summary Sheet G 201 for more information Cancra:e Fill with the intent of the contract documents. The contractor shall not be relieved of Insulating r ,rud ri�R#t+i�ti48 Materials responsibility for errors or omissions in shopdrawing, product samples, or similar 0 S,.raYAPP'" a submittals by the designer's review thereof. P APPLICABLE CODES p Pinnas,Driller:pivraOMCaissons ��t ►D A ' CZ 18. It is the responsibility of the contractor to coordinate, request and forward to the h� / ' " 9shopdrawing, productsamplesOregonSpecialty (OSSC) i Shot�cre.e DE' i ' K. to designer for review data, and similar submittals 2019 Structural S ecialt Code OSSC U , � required b the contract documents with reasonable promptness and in such .lal tamp,Excavation and Filling 1V E n q Y P P 2017 Oregon Electrical Specialty Code (2014 NEC with Oregon Amendments) S CC / .4 sequence as to cause no delay in the work or in the activities of the Owner or of sus / r separate contractors. 2019 Oregon Zero Energy Ready Commercial Code in ;� 1 4to1 • is to 19. All open joints, penetrations and other openings in the building envelope resulting 2014 Oregon Fire Code (OFC) 0 t� .. 12.31/20 from the remodel and alterations shall be caulked, sealed, gasketed or weather 2019 Oregon Mechanical Specialty Code (GMSC) W_ -- ch� MSS31} �O stripped to limit air leakage. 2017 Oregon Plumbing Specialty Code (2009 Universal Plumbing Code with OF 0 �' 20. All manufactured articles, material and equipment shall be applied, installed, Oregon Amendments) connected, erected, used, cleaned and conditioned as directed by the manufacturer unless herein specified to the contrary. In case of difference ICC A117.1-2009 Accessible and Usable Buildings and Facilities between the manufacturer's instruction and the contract documents, the 2010 ADA Standards for Accessible Design contractor shall notify the designer before proceeding. 2015 National Fire Protection Association (NFPA) 101 Life Safety Code VALIDITY OF PERMIT Date: 02/21/2020 21. All lines, symbols, notes, tones and other graphic devices contained in the THE ISSUANCE OF A PERMIT contract documents carry specific or inferential meaning. Items indicated in these Project Number: 90053 BASED ON CONSTRUCTION are a part of the scope of work and will be required by the owner and designer to DOCUMENTS AND OTHER Drawn By: RV be included in the scope of the contractor's work whether they have been DATA SHALL NOT PREVENT included in the contractor's original bid or not. Any items which require furtherTHE CODE OFFICIAL FROM Checked By: TA clarification by the designer for the specific benefit of the contractor shall be REQUIRING THE CORRECTION brought to the attention of the designer for such clarification before OF ERRORS. OSSC 105.4 Revision Schedule: commencement of any work. 22. Design work is the responsibility of the designer. The contractor shall assume design liability and all responsibility for changes in the scope of work not brought to the attention of the designer. 23. Dimensions are not adjustable without written approval from the designer. 24. The contractor shall pay specific attention to all dimensioned or inferential plan OFFICE COPY and sectional special relationships, and shall verify all alignments before CM' OF TIGARD commencing work. CiTYISTATE CONTACTS REVIEWR FOR CODE COMPLIANCE 25. Dimensions marked 'verify' are to be checked for accuracy by the contractor as work proceeds, and all discrepancies are to be brought to the attention of the CITY JURISDICTION: City of Tigard Approved: ] designer before proceeding. 13125 SW Hall Blvd. OTC: I I • 26. Dimensions marked 'clear' or minimum are not adjustable without the Tigard, OR 97223 authorization from the designer. 'Align' means to accurately locate finished faces Permit #: �.3.d]O - Q� n t!i7 in same plane as indicated. STATE FIRE MARSHAL: Office of the State Fire Marshal Address: j, gt co ,c,„ ja Z. pi) 27. Contractor shall not scale the drawings, figured dimensions only are to be used 3565 Trelsted Ave. SE Suite #: jlfor all aspects of the work. Large scale details take precedence over smaller Salem, OR 97317 By: Date: ,'1- 1 1-2.a. scale drawings. 28. Contractor is responsible for all waste removal and site clean up during performance of and at completion of the work. 29. All features of the Work not fully shown shall be of the same type and character shown for similar conditions. In the event that additional work is required to complete the Work as intended or required by governing codes and safety Sheet Title: regulations, yet omitted or not fully shown on the drawings, the contractor must still provide carpentry, mechanical, electrical and/or plumbing work as necessary J \/E Rfor Certificate of Occupancy. 1 30. Keynotes are not sheet specific. SHEET CO O ON co Sheet Number: CS) N 9 G _, 001 O N O N PERMIT 1 BID DOCUMENTS All ideas, designs, drawings, and plans set forth on these sheets are owned by and are the property of Oh planning+design, architecture. Any use, reuse, or disclosure of said plans, reproductions, ideas, designs, and/or arrangements without the written permission of Oh planning+design, architecture is prohibited by law. ABBREVIATIONS SYMBOLS LEGEND FILL PATTERN LEGEND ABBREVIATION ABBREVIATION TERM ABBREVIATION ABBREVIATION TERM ABBREVIATION ABBREVIATION TERM ABBREVIATION ABBREVIATION TERM ABBREVIATION ABBREVIATION TERM IIIIIIIASPHALT A F MGR MANAGER RM ROOM WAIN WAINSCOT Room name _ ROOM NAME & ROOM NUMBER 0 GRID LINE REFERENCE • -_-_ 1 CONCRETE AB AIR BARRIER FA FIRE ALARM MH MANHOLE RND ROUND WB WHITE BOARD/WOOD BASE 101 -„ AC ACOUSTIC CEILING FAB FABRICATE/FABRICATOR/FAB MIC MICROPHONE RO ROUGH OPENING WC WATER CLOSET --ii i I I— EARTH ACOUS ACOUSTIC RIC MIN MINIMUM ROW RIGHT OF WAY WCG WALL COVERING —11 ACT ACOUSTICAL TILE FD FLOOR DRAIN MIR MIRROR RS RESILIENT SHEET WD WOOD DOOR SWING & DOOR NUMBER . . REVISION NUMBER FDC FIRE DEPARTMENT (SEE DOOR SCHEDULE) GLASS AD AREA DRAIN MISC MISCELLANEOUS RT RESILIENT TILE WDW WINDOW 101) CONNECTION ADD ADDENDUM ML METAL LATH RTD RATED WF WIDE FLANGE (STEEL) n — -1 O FSeO1 GRAVEL FDN FOUNDATION SIM Q*0 O°Q'QcQ O TTSD SECURE ADDL ADDITIONAL MLP METAL LATH AND PLASTER RTN RETURN WG WIRE GLASSNVALL GRILL I 1 FDPR FIRE DAMPER I A-101 DETAIL REFERENCE 12'-11" CEILING TYPE & _ GYPSUM BOARD ADJ ADJUSTABLE/ADJACENT MMB MEMBRANE S WL WATER LINE VESTIBULES FDV FIRE DEPARTMENT VALVE FINISHED CEILING HEIGHT AFF ABOVE FINISH FLOOR MO MASONRY OPENING S SOUTH WP WATERPROOFING/WEATHER FDVC FIRE DEPARTMENT VALVE — – •••••••••••••••••• AGGR AGGREGATE MOD MODULAR/MODIFIEDIMODIFIC S&V STAIN & VARNISH PROOF ❖•❖•••••❖ INSULATION -ACOUSTICAL CABINET 0.•••••••••, 14850 SW 132ND AVENUE ALT ALTERNATE/ALTERATION ATION SAB SOUND ABSORPTION BATT WR WATER RESISTANT/WASTE 1 SIM I TIGARD, OR 97224 ALUM ALUMINUM FE FIRE EXTINGUISHER MP MOVABLE PARTITION/METAL SAN SANITARY RECEPTACLE �_.. SECTION REFERENCE CG CORNER GUARD 4444,4] INSULATION - BATT FEC FIRE EXTINGUISHER CABINET PANEL WT WEIGHT A-101 ALX AUXILIARY SC SOLID CORE _ INSULATION RIGID FF FACTORY FINISH MR MAT. RECESS./MED RACK WWF WELDED WIRE FABRIC ANCH ANCHOR SCHED SCHEDULE ------ FF FINISH FLOOR ELEVATION MR MOISTURE RESISTANT WWM WELDED WIRE MESHOh ANDD ANODIZED (ANODIC COATING) MT MOUNT(ED) (ING) SCN SCREEN Y 1 INSULATION SEMI RIGID AP ACCESS PANEL FF&E/FFE FURNITURE, FIXTURES ANDSCW SOLID CORE WOOD SECTION REFERENCE 1t WINDOW TAG IEQUIPMENT MTL METAL YD YARD DRAIN <4111)r 1 1 APPROX APPROXIMATELY FH FIRE HYDRANT/FUME HOOD MTR METER SD SOAP DISPENSE/SOAP DISH / / MASONRY BRICK OH PLANNING+DESIGN, ARCH ARCHITECTURAL SD STORM DRAIN 1 ARCHITECTURE FHC FIRE HOSE CABINET ARF ABOVE REFERENCE FLOOR FHEC FIRE HOSE & EXTINGUISHER NUL MULLION SECT SECTION ••••• MASONRY- CONCRETE BLOCK 115 NW 1st Ave, Ste. 300 ASPH ASPHALT CABINET SET SETTING 4<A301 2 ELEVATION REFERENCE (4--",-)-C: FINISH TAG - Portland, OR 97209 ASST ASSISTANT FIN FINISH(ED) N NORTH SF SQUARE FOOT TAG Y METAL - ALUMINUM t 503.280.8000 AST ASTRAGALNA NOT APPLICABLE SEC SPECIAL FLOOR COATING f 503.224.5442 FL FLOOR LINE/FLOOR AUTO AUTOMATIC NEG NEGATIVE SFP SPRAYED ON FIREPROOFING 3 (E}80.00METAL - STEEL FLASH FLASHING NIC NOT IN CONTRACT _ ' Consultants: FLEX FLEXIBLE AV AUDIO VISUAL SHR SHOWER EXISTING SPOT ELEVATIONi :,,-,-,1'; 't-';-, •1,11,=::.'1SAND NL NIGHT LIGHTiiOAVG AVERAGE FLR FLOOR(ING) NO # NUMBER SHT SHEET WALL TAG • . • B FLUOR FLUORESCENT SIM SIMILAR BIC BOTTOM OF CURB NOM NOMINAL SK SINK/SKETCH WOOD BLOCKING FOS FACE OF STUD NONCOM NON COMBUSTIBLE BAL BALANCE FP FIREPROOF ING /FULL SLR SEALER ( ) NRC NOISE REDUCTIONWOOD - CONTINUOUS BD BOARD PENETRATION SM SHEET METAL 80.00' Ai BIT BITUMINOUS FP FIRE PROTECTION COEFFICIENT SND SANITARY NAPKIN �-'KN # PLAN SPECIFIC KEY NOTE --- NEW SPOT ELEVATION BLDG BUILDING FR FIRE RESISTANT NS NON SLIP DISPENSER • '11' . 1 WOOD - FINISH NTS NOT TO SCALE SNR SANITARY NAPKIN ' ' ' ` '' BLK BLOCK(ING) FRAM(G) FRAMING RECEPTACLE �%��' 1` r .� ( ) ( ) O i �, WOOD PARTICLE BOARD BM BENCH MARK/BEAM FRT FIRE RETARDANT BSMT BASEMENT FS FULL SIZE/FLOOR SINK OC ON CENTER SNT SEALANT OD OUTSIDE DIAMETER SP STANDPIPE/SHEER PLATE NORTH ARROW (SEE CIVIL Elevation on ELEVATION TAG BULL WOOD PLYWOOD 0 BULL BULLETIN FT FOOT/ FEET FOR TRUE NORTH) C FTG FOOTING OFCI OWNER FURNISHED SP STANDPIPE CONTRACTOR INSTALLED SPEC SPECIFICATION/SPECIFIED CIC CENTER TO CENTER FURR FURRING OFD OVERFLOW DRAIN CAB CABINET FWP FABRIC WRAPPED PANEL SPK SPEAKER OFF OFFICE SPL SPECIAL DIMENSION TO FACE OF FRAMING, CB CATCH BASIN FXD FIXED OFOI OWNER FURNISHED OWNER 1/4" / 1' - 0" �' FACE OF CONCRETE, FACE OF CB CEMENT BOARD G INSTALLED SPNT SPECIAL PAINT SPR SPRINKLER OPP- SLOPE ARROW 0' - 0 518"1 FINISH, GRID LINE, OR AS NOTED CCTV CLOSED CIRCUIT TV GA GAUGE/GAGE OFVI OWNER FURNISHED VENDOR SQ SQUARE CEMPL CEMENT PLASTER GALV GALVANIZED INSTALLED CER CERAMIC GC GENERAL CONTRACTOR OH OVERHEAD/OVERHANG/OPPO SS STAINLESS STEEL CFCI CONTRACTOR FURNISHED GEN GENERAL/GENERATOR SITE HAND SSK SERVICE SINK CONTRACTOR INSTALLED GL GLASS/GLAZING/GLAZED OPER OPERATING ST STREET/STREAM CG CORNER GUARD GLAM GLUE LAMINATED OPH OPPOSITE HAND STA STATION CH COAT HOOK GND GROUND OPN(G) OPEN(ING) STC SOUND TRANSMISSION CHAM CHAMFER OPNG OPENING COEFFICIENT GWB GYPSUM WALLBOARD CHAN CHANNEL GYP GYPSUM OPP OPPOSITE STD STANDARD CHKBD CHALKBOARD H OPP OPPOSITE STL STEEL CIP CAST-IN-PLACE (CONCRETE) HB HOSE BIBB P STOR STORAGE STRUC STRUCTURAL ry CJ CONTROL JOINT HC HOSE PA PUBLIC ACCESS LL. CL CENTER LINE/CLEARANCE CABINET/HANDICAP/HOLLOW PAR PARAGRAPH/PARAPET SUBFL SUBFLOOR(ING) CLG CEILING CORE PB PANIC BOLT/PUSH BUTTON SUP SUPPLY (I) < CLR CLEAR HCW HOLLOW CORE WOOD/HOT PBD PARTICLEBOARD SUPP SUPPORT/ SUPPLEMENT(AL) W I- AND COLD WATER SURF SURFACE —I Z CMT CERAMIC MOSAIC TILE PC PRE-CAST CMU CONCRETE MASONRY UNIT HDBD HARDBOARD PED PEDESTAL SUSP SUSPENDED : w Z CNTR COUNTER HDR HEADER PERF PERFORATED SV SHEET VINYL co 2 w CO CLEAN OUT HDWD HARDWOOD PERM PERIMETER SWCG SPECIAL WALL COATING L C LUMN HDWR HARDWARE PERP PERPENDI AR SYM SYMMETRICAL rI—n w 2 COMB COMBINATION/COMBUSTIBLE ( ) PFB PREFABRICATE(D) v! CO O HGT HT HEIGHT CUL SYN SYNTHETIC w H t 1 COMP COMPRESS(ED)/COMPOSITE HM HOLLOW METAL PG PLATE GLASS SYS SYSTEM V HO HOLD OPEN T > Q_ 0 i CONC CONCRETE PGBD PEGBOARD COND CONDUIT/CONDITION HORIZ HORIZONTAL PH PHASE/PAN HEAD T TOP/TREAD/TOILET W W 0 CONE CONFERENCE HR HOUR PL PLATE/PROPERTY LINE T&B TOP & BOTTOM CONN CONNECT(ION) HR HOUR PLAM PLASTIC LAMINATE T&G TONGUE & GROOVE ❑ CONST CONSTRUCTION HS HOOK STRIP/HIGH STRENGTH PLAS PLASTER TIC TOP OF CURB/TOP OF D w 03 CONT CONTINUE/CONTINUOUS HSKG HOUSEKEEPING PLBG PLUMBING CONCRETE U Z CONTR CONTRACTOR HTR HEATER PLF POUNDS PER LINEAR FOOT TIS TOP OF SLAB W Q Q HVAC HEATING, VENTILATION, AIR T/ST TOP OF STEEL rrII11 I— 12COORD COORDINATE CONDITIONING PLYWD PLYWOOD T/W TOP OF WALL v) L1_ Z N- CORR CORRIDOR HWY HIGHWAY PNEU PNEUMATIC TB TOWEL BAR ❑ W r O 2 CPT CARPET PNL PANEL r� m cn o n/ HYD HYDRANT TD TOWEL DISPENSER v� Q a LWL CSWK CASEWORK PNT PAINT(ED) I TEL TELEPHONE CT CERAMIC TILE POL POLISH(ED) ID INSIDE DIAMETER TEMP TEMPERATURE/TEMPORARYH CTR CENTER POL POLISH(ED) CTSK COUNTERSUNK IE FOR EXAMPLE PORT PORTABLE TERR TERRAZZO IG INSULATING GLASS TG TEMPERED GLASS CU CUBIC PP PUSH PLATE D IMP INSULATED METAL PANEL THB TEMPERED HARDBOARD PR PAIR/PRINTER/COMPUTER IN INCHPRINTER THERMO THERMOSTAT(IC) DBL DOUBLE INCAND INCANDESCENT THK THICK(NESS) gED A DEG DEGREE(S) PREFAB PREFABRICATE(D) THRES THRESHOLD Gj � I INCL INCLUDE(ING) [� DEMO DEMOLISH/DEMOLITION PRELIM PRELIMINARY ♦ �+ DEPT DEPARTMENT IND INDUSTRIAL PRESS PRESSURE THRU THROUGH DEQ ' ,EK• INFO INFORMATION TJ TELEPHONE JACK DF DRINKING FOUNTAIN PROD PROJECT(ION) re4LICA / r DIA DIAMETER INSTL INSTALLATION/INSTALL PROP PROPERTY TKBD TACK BOARD 1 I INSUL INSULATE(D) (ING) (ION) PROT PROTECT(1VE) (ION) 12 31120 TOB TOP OF BEAM DIAG DIAGONAL DIM DIMENSION INT INTERIOR PSF POUNDS PER SQUARE FOOT TOC TOP OF CONCRETE ��: DIV DIVISION/DIVIDER INTER INTERACTIVE/INTERMEDIATE PSI POUNDS PER SQUARE INCH TOIL TOILET -44' OF OR�, DN DOWN INV INVERT TOP TOPPING PT PRESSURE TREATED DR DOOR J PTD PAPER TOWEL DISPENSER TOS TOP OF STEEL DS DOWNSPOUT JAN JANITOR TOS TOP OF STEEL PTD/R COMBINATION PAPER TOWEL Date: 02/21/2020 JST JOIST DISPENSER & RECEPTACLE TPD TOILET PAPER DISPENSER DTL DETAIL Project Number: 90053 JT JOINT PTN PARTITION(S) TR TREAD DWG DRAWING DWL DOWEL K PTR PAPER TOWEL RECEPTACLE TRK TRACK Drawn By: RV DWR DRAWER KO KNOCK OUT PVC POLYVINYL CHLORIDE TS TUBE STEEL Checked By: TA E KP KICK PLATE PVMT PAVEMENT TV TELEVISION (E) EXISTING L Q TYP TYPICAL Revision Schedule: • E EAST L&P LATH & PLASTER QT QUARRY TILE U EA EACH LAB LABORATORY QTR QUARTER UG UNDERGROUND EB EXPANSION BOLT LAM LAMINATE QTY QUANTITY UH UNIT HEATER LAV LAVATORY R UL UNDERWRITERS EJ EXPANSION JOINT LB(S) LAG BOLT(S)/POUND(S) R RADIUS/RISER/RESILIENT LABORATORIES INC. ELEC ELECTRIC(AL) ELEV ELEVATOR/ELEVATION LBL LABEL R&S ROD & SHELF UNFIN UNFINISHED EMER EMERGENCY LF LINEAL FOOT/LINEAR FOOT RAD RADIATOR UNO UNLESS NOTED OTHERWISE ENAM ENAMEL(ED) LH LEFT HAND RB RUBBER BASE/RESILIENT UR URINAL ENCL ENCLOSURE LHR LEFT HAND REVERSE BASE UTIL UTILITY ENGR ENGINEER LIN LINEAR RCP REFLECTED CEILING PLAN UV UNIT LL LIVE LOAD RCWY RACEWAY VENTILATORIULTRAVIOLET ENTR ENTRANCE LT(G) LIGHT(ING) RD ROOF DRAIN/ROAD V EPDM ETHYLENE PROPYLENE VAP VAPOR DIENE MONOMER LW LIGHTWEIGHT REC RECESSED EPFL EPDXY FLOORING M RECEP RECEPTACLE/RECEPTION VAR VARIABLENARNISHNARIES EPP EPDXY PAINT M&S MIRROR & SHELF RECIRC RECIRCULATION VB VAPOR BARRIER EQ EQUAL M.S.B. MULTIPLE STUD BEARING RECT RECTANGULAR VCT VINYL COMPOSITION TILE EQUIP EQUIPMENT MACH MACHINE RECVD RECEIVED(ING) VEH VEHICLE EST ESTIMATE(D) MAINT MAINTENANCE REF REFERENCE VEN VENEER Sheet Title: ETC ET CETERA MAS MASONRY REFR REFRIGERATOR VENT VENTILATIONNENTILATENEN MAT MATERIAL REG REGULATORIREGLET/REGIST TILATOR EW EACH WAY ABBREVIATIONS , VERT VERTICAL EWC ELECTRIC WATER COOLER MAX MAXIMUM ER MBR MEMBER REINF REINFORCED) (ING} (MENT) VEST VESTIBULE EXAM EXAMINATION/EXAMINING VG VERTICAL GRAIN LEGENDS EXC EXCAVATED/EXCAVATION MC MEDICINE CABINET REQ'D REQUIRE(D) MCW MINERAL CORE WOOD RESIL RESILIENT VIF VERIFY IN FIELD EXH EXHAUST RET RETURN VOL VOLUME AND NOTES EXP EXPOSED/EXPANSION MECH MECHANICAL VP VENEER PLASTER EXT EXTERIOR MED MEDICAL/MEDIUM REV REVERSE/REVISED/REVISION MEZZ MEZZANINE RFG ROOFING W WEST o MFB MINERAL FIBER BOARD RH RIGHT HAND o MFR MANUFACTURE(ING) RHR RIGHT HAND REVERSE W/ WITH Sheet Number: (15 W/O WITHOUT °' NoG . 002 0 CV I N PERMIT / BID DOCUMENTS All ideas, designs, drawings, and plans set forth on these sheets are owned by and are the property of Oh planning+design, architecture. Any use, reuse, or disclosure of said plans, reproductions, ideas, designs, and/or arrangements without the written permission of Oh planning+design, architecture is prohibited by law. .1 (FP-3 K> \' ,, EXISTING ROOF STRUCTURE n STEEL HSS BETWEEN BEAMS (2) LOCATIONS PER STRUCTURAL W. t- HSS 4x4x114" POST, (2) LOCATIONS PER STRUCTURAL HSS POST PENETRATION L _....J THROUGH EXISTING RATED ASSEMBLY, (2) LOCATIONS PER TTS D SECURE STRUCTURAL - MAINTAIN 1 HOUR FIRE RATING VESTIBULES EXISTING 1 HOUR RATED -- 'HORIZONTAL WALL', DEMOLISH STEEL FRAME PER 81 A-721 14850 SW 132ND AVENUE — --TV �= AS NECESSARY TO INSTALL ONLY AT NEW OPENINGS TIGARD, OR 97224 ,� STRUCTURE ABOVE, PATCH BACKER ROD AND SEALANT <2( "T , AND REPAIR TO MAINTAIN 1 HOUR FIRE RATING A. A A ? % 0 h - EXISTING CMU WALL '•- / OH/1, HSS HEADER PER STRUCTURAL 1, ARCHITECTURE DESIGN, 4 BACKER ROD AND SEALANT, .e WRAP l ALIGN FACE OF WALL WITH 115 NW 1st Ave, Ste. 300 WRAP BEAM WITH (2) LAYERS 518" �/► ` I KICKERS TO STRUCTURE Portland, OR 97209 TYPE 'X' GYPSUM BOARD N • IE EXISTING CMU MIN. 3' - 0" O.C. / t 503.280.8000 7 . IV" 5 112" METAL TOP TRACK f 503.224.5442 ` // /,, " ��1 iBACKER ROD AND SEALANT � • I / EXISTING OR NEW Consultants: - - - - - -5 1/2" METAL DEFLECTION TRACK 'v ACT CEILING AS OCCURS TOP CONDITION i ., TOP CONDITION - i I ACT CEILING AND GRID SECTION `! o SECTION - 1 ,/ I I . y 0' -6112" 0'- 6314' TOP CONDITION - 0' -4718" i - - SECTION 1 5 1/2" METAL STUD, 16" O.C. 5 1/2" METAL STUD, 16" O.C. r� 3 518" METAL STUD, 16" O.C. , W HSS 4x4x114" PER STRUCTURAL , - 112" GYPSUM WALL BOARD 518" TYPE 'X' GYPSUM WALL 5/8" GYPSUM WALL BOARD BASE LAYER: - _.0/ BOTH SIDES TO MATCH 0 BOARD BOTH SIDES BOTH SIDES 5/8" TYPE 'X' GYPSUM BOARD APPLIED MID CONDITION WIDTH OF EMBEDDED MID CONDITION - I ,I_ MID CONDITION - . ,, IW AROUND STEEL AND HELD IN PLACE PLAN RATED COLUMNS PLAN - PLAN WITH PAPER MASKING TAPE I SECOND LAYER: " NO. 22 MSG GAL0 VANIZED STEEL COLUMN , COVER CONSISTING OF (2) L-SHAPED 3 112" ACOUSTIC INSULATION ti 3 112" MIN. GLASS FIBER _ -- 3 1/2" ACOUSTIC INSULATION " % - SECTIONS WITH LAP JOINTS FASTENED / WITH NO. 8x1/2" SMS, 12" O.C. '\, / BATT INSULATION 1 ,� Fill"' 'I � � � - - SCHEDULED WALL BASE I ' I FACE LAYER: SCHEDULED WALL BASE --- SCHEDULED WALL BASE PLAN CONDITION - ; / 5/S" TYPE 'X' GYPSUM BOARD APPLIED ' WITHOUT HORIZONTAL JOINTS TO j 3 518" BASE TRACK COLUMN COVER WITH 1" TYPE 'S' DRYWALL BASE CONDITION - ' - 5 1/2" METAL BASE TRACK BASE CONDITION - -. 40 5 1/2" METAL BASE TRACK BASE CONDITION - l,44� BACKER ROD AND SEALANT SCREWS 8" O.C. SPACED 1" FROM I SECTION SECTION SECTION 1. = •;',/,,..,,„„„,_ VERTICAL EDGES • BACKER ROD AND SEALANT BACKER ROD AND SEALANT 1 - ( , CONCRETE SLAB, UNO METAL CORNER BEAD APPLIED TO ALL 011°` CONCRETE SLAB, UNO .. CONCRETE SLAB, UNO AP - // CORNERS WITH 1" TYPE 'S' DRYWALL i Ild\- V /Al' \ SCREWS 12" 0.C. IN EACH FLANGE a VARIATION TYPE lb: INFILL EXISTING METAL STUD WALL OPENING, STUDS TO MATCH ADJACENT WALL THICKNESS 1 HOUR FIRE RATING 1 HOUR FIRE RATING COLUMN/PARTITION TYPE 4 UL X526 PARTITION TYPE 3 PARTITION TYPE 2 UL U419 � PARTITION TYPE 1 (n Q i 3„ , ..i...0,. 3" = 1 -0 3" = 1 -0 3" = 1 -0 w I— CO J Z F- D w Z CO 2 w H 2 (f) w W 0 > Et 0 ww ❑ o: 0 0 ❑ moLi! CO U Z I < Q � � U or- N CO ❑ W > o co m . o I— J 0 , w �- Q \_ " a_ T 2 40 c,.5 DE:,) ' • ;i K. t W A E g CEA 5 i d-• • II II 1231/20 d 053© OF 0 Date: 02/21/2020 Project Number: 90053 Drawn By: RV/ND Checked By: TA Revision Schedule: Exit sign Typical height when above I Emergency 34" high counter. Other strobe light EXIT heights noted by x" on Edge of corner guard ` Thermostat - -� �-- specific plan or elevation or door frame , o Fire alarm pull a TB WB Switch -°0 •r a 64.•3"� o Manual Door operator �� 0CO o - `0 N 41 �`" C +/� door ` - I C b N r - L opener _ Fo zo °O o b L Sheet Title: - - .. - — I ,— �� - . MOUNT H TS , FL. �� FL. J �__ L FL. ,. �. co DUPLEX OUTLET WALL SWITCH WALL PROTECTION CLOCK TACK BOARD WHITE BOARD CLEARANCE S & PARTITION N. ELECTRICAL SWITCHES ACCESSORIES MISCELLANEOUS DEVICES ACCESSORIES TYPES 6114" - 1' " 114" = 1'-0" 1/4" = 1,-0" o -0Sheet Number: c8 a) N O G _ 0 0 3 O N Q N PERMIT / BID DOCUMENTS All ideas, designs, drawings, and plans set forth on these sheets are owned by and are the property of Oh planning+design, architecture. Any use, reuse, or disclosure of said plans, reproductions, ideas, designs, and/or arrangements without the written permission of Oh planning+design, architecture is prohibited by law. SHEET NOTES - SITE PLAN )(3 _ A. Keynotes are not sheet specific. n n B. No site improvements. Site Plan for reference only. iff SW BULL MOUNTAIN RD S # KEYNOTES - SITE PLAN S 1 Existing accessible entrance. S 2 Existing accessible parking. S 3 Existing accessible route. t _... TTSD SECURE VESTIBULES 14850 SW 132ND AVENUE TIGARD, OR 97224 , 0 h OH PLANNING+DESIGN, ARCHITECTURE 115 NW 1st Ave,Ste. 300 Portland,OR 97209 t 503.280.8000 f 503.224.5442 / / Consultants: Lu g • ix W oZ N M T CO it r \ \ \ `y PARKINGA (I) Q W I— CO -JZ I-- 1 D W Z CO 2 W 4, I— W 2 Cn J D iili WW U 1 - • di � � Ww g ider- 4% . cK 0 CD 4. 4110COTit 4 .� W V1 I� QLlj N ❑ N CV CT) ❑ W CO o 2 4:11) rr nn MM N LS 12 / 4 �n Q W /II— r 1- CL ./ 411 '/ 2004 ORIGINAL BUILDING MAIN ENTRANCE Y;' cP v cs CD . wi -. .• 4. .. I , j 12+ 1/20 % ; J #5530 e ..f.„,. Date: 02/21/2020 i Project Number: 90053 • Drawn By: ND 1 Z Checked By: TA Revision Schedule: 0 r / ,1 , ;' SW MADDIE LANE i ii - Sheet Title: SITE PLAN h. 0 of Sheet Number: m SITE PLAN - FOR REFERENCE ONLY 0 �■ 1 0 1o i 1" . 30'-0" O N O tV PERMIT 1 BID DOCUMENTS All ideas, designs, drawings, and plans set forth on these sheets are owned by and are the property of Oh planning+design, architecture. Any use, reuse, or disclosure of said plans, reproductions, ideas, designs, and/or arrangements without the written permission of Oh planning+design, architecture is prohibited by law. GENERAL BUILDING INFORMATION FIRE LIFE SAFETY LEGEND Information from owner's source documents; Permit Set dated March 2004 i„,...,, .n • EXIT SIGNS - DIRECTIONAL Existing building constructed to the following governing Codes: 1. 1997 UBC .. (GENERALLY CROSS CORRIDOR AND MAIN EXITS INDICATED 2. 1998 OSSC ON PLANS. ADDITIONAL EXIT SIGNAGE MAY OR MAY NOT BE 3. City of Tigard Development Code SHOWN AND MAY BE REQUIRED BY FIRE MARSHAL) Construction Type II-B First Floor E-1 41,300 SF • • EGRESS CORRIDOR L._ 111 A-2.1 4,200 SF Lower Floor E-1 23.400 SF Total: 68,900 SF DISTANCE LONGEST TRAVEL DISTANCE - -- TTSD SECURE GENERAL BUILDING CONSTRUCTION DATA ROOM ORM 101ME VESTIBULES TOTAL ROOM AREA Information from owner's source documents; Permit Set dated March 2004 999 SF FUNCTION OF SPACE 14850 SW 132ND AVENUE TIGARD, OR 97224 SPACE OCCUPANT LOAD FACTOR 1. BUILDING HEIGHT A. Maximum building height allowed by UBC: 2 stories (Type II - 1 HR) XXX- TOTAL OCCUPANTS IN SPACE B. Maximum building height allowed by the development code: 35'-0" XX OCC�J (A) INDICATES ACCESORY SPACE 0 ii C. Existing building height: 35'-011 2. SETBACKS 0 .— OCCUPANT LOAD FROM SPACE A. Required front setback - 30'-0" Existing front setback - 210'-0" AND TRAVEL DIRECTION B. Required side setback - 20'-0" Existing side setback - 56'-0" OH PLANNING+DESIGN, C. Required rear setback - 30'-0" Existing rear setback - 180'-0" 0 0 EXIT WITH OCCUPANT LOAD ARCHITECTURE 3. BUILDING STORIES 115 NW 1st Ave, Ste. 300 A. Building is a two-story structure. Portland, OR 97209 LOCKDOWN SECURITY DOOR - 4. PARKING SEE SECURITY/ EGRESSNOTE t 503.280.8000 A. Required parking: 2 spaces per classroom, 2 x 27 = 54 spaces required f 503.224.5442 B. Existing parking spaces: 68 PRINCIPAL OVERALL FIRE/LIFE/SAFETY PLAN REFERENCED FROM Consultants: RM A203 PLUMBING FIXTURE COUNT OWNER PROVIDED PERMITTED CODE REVIEW FROM 153 SF BUSINESS AREA OF WORK ALBERTA RIDER ELEMENTARY DOCUMENTS, 7 150 SF HEALTH OFFICE 7 No increase in occupancy requirements, existing plumbing fixtures to remain in place. MARCH 2004. I 2 OCC. RM A206 RM A207 127 Ia 142 SF 619 SF BUSINESS BUSINESS relliiiiiirSECURITY / EGRESS 150 SF150 SF83 83© STRM - 1 OCC• 50CC.NI IRMA202 I 0 0 TABLES DRY LOADING Doors bearing this symbol are not calculated as any part of an allowable egress path. KINDERGARTEN r 452 SF g 199 199 199 RMD201 RMD202 RMD203 . ® They are to be automatically closed and locked in the event of a security threat. See RM X201 ASSEMBLY- I 1011 SF UNCONCENTRATED �A I 1 120SF 140 SF 75 SF Door Schedule and Electrical drawings for additional information. CLASSROOM 15 SF I IH LA204]R 1_�© © © 217 217 STORAGE STORAGE STORAGE I 31 OCC._] �� _ 300 SF 300 SF I 300 SF 0 0 1 OCC. 10cc. I 1 OCC. 20 SF 1 to 51 OCG. I STAFF RCI )irl- 0ILA205] >� „` r 4 ii.. ., 0 '� ` �,� GARBAGE LANDSCAPE F1 �� C. E201 f E202 ® I w I s: g� LA10ALCu 4 —. -- -- - DISH WASH KITCHEN _ I , T WORK 31130 -14 �� :1'EVA 1 KM 0205 RM 0204 ril RM A213 ‘31:r;' GYM MULTI-PURPOSE RN 220 SF 534 SF K Q 317 SF UNCONCENTRATE� I 4525 SF 3707 SF KITCHEN KITCHEN COVEREp 0 32 Q _ PLAT COURT cUSINESS ASSEMBLY-I ASSEMBLY- 200 SF 200 SF:.._ L�3J KINDERGARTEN II�rJI �� CONCENTRATED UNCONCENTRATED GROUP I 150 SF , 2 OCC. 3 OCC OCG. 7 SF 15 SF RM X209 K GIRLS . 648 OCC. 248 OCC. 510 SF X211] - 1 I_w�il: - FREEZER SPEC ED - - '� - - �> I_D207j CLASSROOM �O RR LA217 =111b'31:1*.'4 GYM OFFK E CUSTODUW OFFICE STORAGE HONER 20 SFI RM 8202 RM 8203 �RM S F I RM B205 .12IGERATUR 26 OGC L...............................1 II I 73 SF 112 SF 332 5 F 163 SF [02"j6 19 1101 BUSINESS BUSINESS STORAGE MECHANICAL I - - 30 E� 1 KINDERGARTEN SPECIAL ED 150 SF 150 SF 300 SF 300 SF 4111:1 (1) /CORRIDOR RM X216 `7''P��;:, — 1, T� 1 OCC. 1 OCC. 2 OCC. 1 OCC. 856 SF i KINDfRGARTENCLASSROOM i?11_R$?'��„*, I i I I J �` RM X215 20 SF BOYS o 0 - PLATFORM STAIRS MUSIC CLASSROOM 939 SF I 43 OCC. GIRLS LA221] 19 OCC. I 1 2 1 GIRLS BOYS R M 0203 --C204_1 I RM D208 i W 131 L GIRLS LB2o6j [o207] [C 7 497 SF VESTIBULE C2�BULE 46 I 917 SF 232 232 STAGE CLASSROOM 20 SF _ UFT Q D W Z I 47pCC. 0 STIBULE ELEYAT - ,94Ii © LA222� LB1o1] VESTIBULE0 M r L�8] sl: 15 SF -46 000. W i 34 OCG. I �, nt-:- -tile- F W i1L — — - — — - — — W W U Fil 0 1 TEXTBOOK STORAGE 0 -RM 8213 �� 00 RM 021_0 O SPEECH VESTIBULE RM X227VI:::\ �� LLL RM A224 428 SF� 0 I O 755 SF - _VQ 1128 SF STORAGE0 or s= - 0 CLASSROOM - CLASSROOM W 7W ( CONFERENCE I �� I 20 SF • 0 +f I Cr. P Ci) 20 SF CD 48 ❑ 0 100 5F I 0 STORAGE MDF _ I 38 OCC.(A __ SMALL GROUP CUSTODIAN STORAGE TAG `s7 OCC. SMALL GROUP ELEC. LU 15 SF 1-6 OCC. I LIBRARY I RM B211 RM B212 - - RN C207 RM C208 I RM C209 RM C210 II RM D211 RM D212 D I..f✓ D 9 OCC, RM X228 96 SF 112 SF 119 5F 54 SF 74 SF 104 SF 113 SF 81 SF CO 0 LIBRARY r 1 Z RM X137 1000 SF STORAGE MECHANICAL0 CONFERENCE V j _ READING / CUSTODIAL STORAGE BUSINESS 488 ID CONFERENCE ELECTRICAL W a 2000 SFROOM 0 STACK AREA CC �� I 8 50CC SF I300 SF 300 SF 150 SF 15 SF 300 SF �” 0 N 1-- 300 COMPUTER ❑ 50 5F / I I 1 OCC. I 1 OCC. 1 OCC. 8 ACC. 1 OCC. Z 100 SF 22 OCC. CLASSROOM CLASSROOM CLASSROOM CLASSROOM (y 948 SF0 I 20 OCC. RM 8214 RM 950 5F1 I RM 950 SF I RM 0216 0 W �_ O 950 SF /' I 950 SF • flCLASSRROM CLASSROOM 13 - w� CLASSROOM I RM B215 /, RM CLASSROOM821CLASSROOM( CLASSROOM CLASSROOM CLASSROOM CLASSROOM ICLASSROOMI CD CO CO 0 20 SF SF 950 SF 950 SF RM 0213 RM 0214 RM 0215 q �48 OCC / 20 5� 20 SF I 950 SF _ 950 SF _ 950 SF 20 5F J l!7 Q W M _ 48 OCC. CLASSROOM W CLASSROOM 48 ACC. 48 OCC. 48 OCC. U' /� CLASSROOM CLASSROOM CLASSROOM — �� 20 5F 168' - 6" 20 SF * 48 OCC. 20 SF 20 SF 20 SF / 48 OCC. - - 48 OCC. I 48 OCC. 48 OCC. J - L 5 �~ •E°�) . i K• ta• 11110 444 G r .4 intFLS PLAN - FIRST FLOOR 1231120 , ` 01116„ = 1'-0" J>, r�ss3� �� - I 4likOF QRS Date: 02/21/2020 Project Number: 90053 i I Drawn By: ND I I Checked By: TA Revision Schedule: 1DF RM 8108 79 SF LA � Lp � GIRLS BOYS. MECHANICAL LB102] L703J 300 SF VESTIBULE NOGG. I VESTIBULE l LB1q] LBifl4j if 1 it OR • 77.7 K•; 7••;,. '•Ti TTi"i^ ST • 410. 11: • •101 /1 I ......•"....."...."...7.RM X109 1 �_ ACTIVITY .•wnn: 111.1 STORAGEri 9 I 752 SF wi 0 0 0 I RMB1090 ] GI -LAFFF R4111 RM110 n CLASSROOM STORAGE RMA114 ____ CLASSROOM _ CLASSROOM w I RMD110 48 SF 40 ZD SF MACHINE ROOM ELECTRICAL CID 22 SMALL GROUP CUSTODIAN STORAGE 31 32 1 I 58 SF STORAGE pct 38 OCC,{AX RM C102 RM Ct03 I RM C105 5 I 20 SF 1 pC�(A I CO TRICAL 38 OCC �f I RM B106 RM B107 RM 0104 RM D105 N- STORAGE 62 SF- 81 SF 114 SF 86 SF I I 147 SF SF FIRE ' CLASSROOM i OCC RM X107 • V CONFERENCE CUSTODIAL STORAGE I 113 SF 83 SF300 SF I RM A113 = MECHANICAL ELECTRICAL I I 1 ACC. 535E / 980 SF CONFERENCE ELECTRICAL F MECHANICAL CLASSROOM CLASSROOM CLASSROOM I 1 O300 C.F 13 O0 C.F 15 SF I 1 o C. 300 SF CLASSROOM OCC. I 1 OCC. 8 OCC. 1 OCC. 1 OCG. I 15 SF 300 SF 1 I L 8 OGC. 1 OCC. I RM 110 I I RM A111 I 1 RM X 112 -300 SF 947 SF 950 SF 950 SF 20 SF CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM 1 OCC. - 49 OCC. CLASSROOM CLASSROOM CLASSROOM RM C106 I RM C107 I RM D106 RM D107 RM D108 RM D109 Sheet Title: CLASSROOM CLASSROOM CLASSROOM I I SMALL GROUP I RM 6110 RM B11 RM 8112 950 SF 950 SF950 SF 950 SF 950 SF 950 SF 950 SF 950 SF 950 SF RM A108 20 SF 20 SF 20 SF CLASSROOM CLASSROOM CLASSROOM I CLASSROOM CLASSROOM CLASSROOM I 122 SF / I i [ _J I CLASSROOM CLASSROOM CLASSROOM F LS/COD E 48 OCC. 46 OCC. 48 OCC. CLASSROOM J I r I 20 SF 20 SF 20 SF 48 0CC I 20 SF 20 SF 2D SF 20 SF 20 SF I 48 OCC. I a6 OCC. 48 OCG. 48 OCG. 48 OCC. 48 OCC- 48 OCC. 48 OCC- ( 155E m m S UMMARY 9 OCG. 0 to, 4,. cc, .,, (0 e J 1 0 0 _ _ _— a -ti —u_ oc. co up oo co co co T co 5) co co co Tr 00 5) CV Sheet Number: 0) ci 8 G _2 0 10 , '. FLS PLAN - LOWER FLOOR - _ _. 0 2 . 1116" = 1'-0" (N PERMIT / BID DOCUMENTS All ideas, designs, drawings, and plans set forth on these sheets are owned by and are the property of Oh planning+design, architecture. Any use, reuse, or disclosure of said plans, reproductions, ideas, designs, and/or arrangements without the written permission of Oh planning+design, architecture is prohibited by law. SHEET NOTES - DEMOLITION PLAN .41 (9.3- i 1----- A. All dimensions shown are to face of core U.N.O. Do not measure \4 0 �C7� 0drawings to determine dimensions. Large scale details take precedence over smaller scale drawings. - B. All areas of demolition shall be cleared and cleaned of all items and J prepared to receive new construction, unless noted otherwise. �- C. Verify limits of demolition prior to commencing work. 1. 1 _ lJ - D. Contractor shall field verify all existing construction and related � - r I conditions prior to starting demolition or new construction. \ 1 E. Contractor to inform architect of any discrepancies within drawings or between drawings and field conditions before commencement of 1 affected work. 1F.F. For additional demolition information, see all consultant's drawings. G. Locate and verify existence and use of existing utilities. Take TTSD SECURE �1 necessary measures to protect and preserve function and condition �� of any utilities to be repaired, replaced, or reused in new �� construction. Coordinate work with architect, consultants and VESTIBULES 1 owner. I H. Coordinate with owner regarding any work that is to occur in the 14850 SW 132ND AVENUE �11�1 ceiling of the floor below so as not to disrupt the functions of the TIGARD, OR 97224 f� �� ‘... owner's occupied area. Contractor to replace ceiling to matchoo• - existing adjacent construction and finish, unless noted otherwise. �1 I. Removal of existing plumbing fixtures shall include capping of \ _____ �t� I piping and waste lines. See plumbing drawings for moreOh _ — ►�� PRINCIPAL information. J. Contractor shall take proper measures to protect areas outside the - -� \A203 area of work from dust, air particulates, and debris. Coordinate with "r Architect, Engineer and Owner to protect against infiltration of all of OHPLANNING+DESIGN, ARCHITECTURE A the above into the remaining occupied areas. _ K. Demolition Work to take place prior to interior improvements. 115 NW 1st Ave, Ste. 300 Provide such measures as necessary to prevent property damage Portland, OR 97209 1or bodily injury. t 503.280.8000 1 OFFICE L. All interior Patching and Repair shall occur as part of this scope of f 503.224.5442 work, U.N.O. Contractor shall protect all existing exposed A207 1 construction from damage resulting from or related to demolition Consultants: and construction operations. STAFF ROOM M. Contractor shall repair or replace any existing construction to remain that is damaged in the course of the work to its original A202 1 condition. N. Where interruption of the building's Life Safety System is required �� to perform the work as described in the Construction Documents, HEALTH RR �- W'4 / �- or to coordinate with owner's operations, the Contractor shall A204 DF 13 DF 10 (DF 10 provide interim Life Safety measures to comply with local code and owner's requirements. U - li ...s. \ O. Contractorisresponsiblefor all waste removal and site clean up Ir1 1 11 1duringperformanceofand at completion of the Work. >____ \ >____ \ / P. Keynotes are not sheet-specific. . " HEALTH 1 11 1 1 1/ 1 I �1 1 - !HI/ I !I 1 1,' LEGEND - DEMOLITION PLAN STAFF RR 11111111111 i ti'1 A205 DF 1 1 i� DF 8 EXISTING WALL TO REMAIN 1 1 J� i. „ I ^-� ti- - i i ri EXISTING STOREFRONT TO REMAIN \. I 1 IA *,, o �" r r [ WALL TO BE DEMOLISHED 1 (DF 2` +j_V{F �� 1� f -r f _=0_7= „ r r 4' - IS' , R O. \ �-- = STOREFRONT TO BE DEMOLISHED l 1 \ k DF 9 �� ` 0 +i-V1F A �, \ DF 7 I r 4 � . l ` ,____./1! `� Imo_ �Y P1 {� DOOR TO BE DEMOLISHED ►� '.IIIIIIIIIIIIIIIIIIPr ` II / 1 O 1 Ct 1 — PO 1 i DF 6 !L / / {� \ I DF 2 1 DF 2 r I— J Z - - - ` -- -- �� I FLOORING TO BE DEMOLISHED W Z +r l DFS r r - ' — � � ! DF 7 Y N. L J m w �� D I— W 2 �. _ ` DF 3 DF# KEYNOTES - DEMOLITION PLAN �.�--I , W 0 €11 1 �/ DF 1 Demolish rolling fire door. Salvage motor if in good > I. O 0 �� 1 CONFERENCE l condition and return to Owner. w W 0 I KBO SRR WORK DF 2 Demolish section of CMU wall for new door opening. ❑ 2101 A214 Demolish wall base. See Interior Elevations and Door A213 1 r Schedule for opening sizes. See Structural for opening �/ Lu requirements. z CO �' �.� EXTERIOR COURT 1 _ _� V w 000 1 J -1 1 _ DF 3 Salvage tackboard for reinstallation in new location. W Q 1 L r J r r DF 4 Salvage existing full-height cabinet to Owner. H p N 1. l \ _--- - DF 5 Remove wall-mounted paper-holding casework. Salvage CK N for reinstallation as directed by Owner. ' , DF 6 Salvage whiteboard for reinstallation as directed by I","I in o �/ Owner. m 0 � DF 7 Demolish existing VCT. Prepare surface for new flooring. H I W ......-- --. DF 8 Demolish existing walk-off mat. Prepare surface for new F < - H a- t ` flooring. 1 DF 9 Demolish existing carpet and wall base. Prepare surface 1for installation of new wall. \ �. DF 10 Demolish existing exterior Storefront door. Salvage all K GIRLS RR - COUNSELOR door hardware and return to Owner. Adjacent frames and tvV,D A !C, A211 1 glazing to remain. I JSI? A218 DF 11 Salvage existing conference table. Reinstall as directed C� D E:,} ' . f K. �tt% .. SPEC ED RR by Owner. 44.7E el ENTRY DF 12 Salvage existing convex mirror. Reinstall as directed by y/_ 1 A217 - Owner. / ►. , •- A229 EF) DF 13 Salvage card reader for reinstallation in new location - see 12 31/20 1\\ Electrical. �� 053 �� J % ..� KINDERGARTE ` OF CA - CORRIDOR r 0 [ A212 .....77=y Date: 02/21/2020 1 ................---.0. \ Project Number: 90053 ` Drawn By: RV ` l Checked By: TA 1 Revision Schedule: , l FIRST FLOOR DEMOLITION PLAN - SECURE VESTIBULE 8 1\ 1/4” = 1'-0" KEY PLAN Sheet Title: — DEMOLITION FLOOR PLAN - ENLARGED ..,i_O o Sheet Number: AD -23 1 a o 0 CsJ0 N PERMIT 1 BID DOCUMENTS All ideas, designs, drawings, and plans set forth on these sheets are owned by and are the property of Oh planning+design, architecture. Any use, reuse, or disclosure of said plans, reproductions, ideas, designs, and/or arrangements without the written permission of Oh planning+design, architecture is prohibited by law. 1 (4) 0 6 .7 ,� SHEET NOTES - DEMOLITION RCP 4V(:- -) A. All dimensions shown are to face of core U.N.O. Do not measure drawings to determine dimensions. Large scale details take precedence over smaller scale drawings. B ...) . All areas of demolition shall be cleared and cleaned of all items I ` I and prepared to receive new construction, unless noted otherwise. .. \ \ \ C. Verify limits of demolition prior to commencing work. D. Contractor shall field verify all existing construction and related conditions prior to starting demolition or new construction. E. Contractor to inform architect of any discrepancies withinL _..di I 1 i drawings or between drawings and field conditions before \ \ icommencement of affected work. F. For additional demolition information, see all consultant's f �— — drawings. TTSD SECURE G. Locate and verify existence and use of existing utilities. Take 1 1 _ �- necessary measures to protect and preserve function and VESTIBULES- condition of any utilities to be repaired, replaced, or reused in r new construction. Coordinate work with architect, consultants 14850 SW 132ND AVENUE and owner. TIGARD, OR 97224 H. Ali acoustical ceilings and related support systems to be 1 1 - removed shall include ceiling tiles, light fixtures, grilles, ---\ \ �� diffusers, steel support grids and ceiling mounted equipment, ��, unless noted otherwise. �� I. Contractor shall take proper measures to protect areas outside 0 h - vows the area of work from dust, air particulates, and debris. 1 I - ,�� Coordinate with Architect, Engineer and Owner to protect against infiltration of all of the above into the remaining occupied areas. oHPLANNING+DESIGN, J. Demolition Work to take place prior to interior improvements. ARCHITECTURE Provide such measures as necessary to prevent property 115 NW istAve, Ste. 300 -- - Portland, OR 97209 damage or bodily injury. I _ — 1 K. All interior Patching and Repair shall occur as part of this scope t 503.280.8000 11111 of work, U.N.O. Contractor shall protect all existing exposed f 503.224.5442 J j PRINCIPAL construction from damage resulting from or related to demolition �_ A2031111 • I and construction operations. Consultants: L. Contractor shall repair or replace any existing construction to A - \ le I, remain that is damaged in the course of the work to its original condition. IIIIIIII liall M. Contractor is responsible for all waste removal and site clean up during performance of and at completion of the Work. 1 N. Keynotes are not sheet specific. LEGEND - DEMOLITION RCP STAFF ROOM I A202 EXISTING WALL TO REMAIN HEALTH RR OF ICE li 1 ----- HI -- =f1 EXISTING STOREFRONT TO REMAIN I k 407 DC7 A204 1111111111 DC 5 DC 4 DC 6 DC 6 C ] DEMOLISHED WALL HEALTH !� = =7 DEMOLISHED STOREFRONT l t A206 ' DEIEMOLI NIST ED 2' x 4' ACOUSTICAL CLE 1 1 / / I STAFF RR tl _ — — — A205 11l 11 - - -_�-_- -Y - --= i y =�-r - - - - _1 r� I- 1l IIIIIIIIIII : I - - - --' - -- L---- - -L�- - - - J -- DEMOLISHED 2' x 2' ACOUSTICAL - - - - I \l r�` - / ._ \ -- - —� - - - I - - - - - LII Il / • - - 0 I CEILING TILE 11110silla 11 1 L. — - - --J 12' -�„ Il l _ DC co Q \I1011 10 r - - - - , w H co mo. ,IIS`//I n �\//� II- DEMOLISHED 2' x 4' FLUORESCENT J zH iii In ~ � - co C W � _ (DC 81 DC 8 J DEMOLISHED 2' x 2' FLUORESCENT -� / I I 1— w 2 ~ DC 1 L J w _1 D I 01 I I I II rel 0 I So i,i iii11111."1 I . J 1 L - - - - J DEMOLISHED 1' x 4' FLUORESCENT `LU W U - — — — ` — —\ \ , DC 6 ED ) / LL O W W 0 sol ` DEMOLISHED EXHAUST GRILLE N 0 DC 3 II 0 _� _ I I ��i� DEMOLISHED RETURN AIR GRILLE 0 LEJ z CO 12,�0�, oil IBJ Lj -- - W a N -J� NOTE: CEILING INFORMATION NOT CO ~N0 _ _ N SHOWN IN AREAS WITH NO WORK. L.L a' co G✓ T WORK CONFER:NCE ❑ Ll.l (r) © 2 co K BOYS RR A213I 1011 HH J trlli 111 up o Q w A210 EXTERIOR COURT 100 4 1 - H < r � 0- J DC# KEYNOTES DEMOLITION RCP 000 _ !� - DC 1 mh 4 Cg nrSalvage to reuseDeolisor Owner stock.ceilin F-1------7M-J DC 2 Salvage existing2xA videoT surveillanceadgid.camerasalagfor iles fr �-f MAIN ENTRY installation in new location - see Electrical. ,� "U A4 . , DC 3 Demolish sprinkler head. Reconfigure fire sprinkler piping Gj DE f K 4 0 .1 - see Mechanical. C7 , to I DC 4 Demolish existing 2 x 2 ACT ceiling and grid. Salvage wiii 1 E . l tiles for reuse or Owner stock. / r • + 0 t I . DC 5 Demolish 2 x 4 ACT ceiling and grid as necessary to 12 31120 remove roll-up door hardware. cr), #3530 ,� K GIRLS RR COUNSELOR 1 DC 6 Salvage existing light fixture - see Electrical. -44. )211 A218 i DC 7 Salvage existing diffuser - see Mechanical. OF O I \ DC 8 Salvage existing diffuser, demolish ductwork as necessary SPEC ED RR to accommodate relocation - see Mechanical. Date: 02/21/2020 Demolish 1-hour l _ l A21 Z-_-i-_ - - - - 4 /F DC 9 ACT ceiling to minimum extentshrequired to install ll HSS roject Number: 90053 - - � � ti ____Y posts and attachments to roof structure. Extents shown Drawn By: RV are approximate. Demolish existing mechanical, electrical, 41 I and fire protection elements as necessary to install new Checked By: TA KI CORRIDOR II \I construction. See detail 9 /A-721 and Structural. A212 \ \\ . Revision Schedule: G _ t 1 il �I l\ \ 1 I \ \ 1 I DEMOLITION REFLECTED CEILING PLAN - ENLARGED - SECURE VESTIBULE 0 1/4" = 1-0" KEY PLAN Sheet Title: DEMOLITION , REFLECTED - CEILING PLAN L. - ENLARGED O Sheet Number: ea 0) ci 9 0 A D _2 3 2 0 N C) N PERMIT / BID DOCUMENTS All ideas, designs, drawings, and plans set forth on these sheets are owned by and are the property of Oh planning+design, architecture. Any use, reuse, or disclosure of said plans, reproductions, ideas, designs, and/or arrangements without the written permission of Oh planning+design, architecture is prohibited by law. /ASHEET NOTES — FLOOR PLAN 4t.:3- A. . All dimensions are to gridlines or face of core, U.N.O. B. All dimensions to be field verified. n ------.14 C. See additional dimensions on Interior Elevations. D. Keynotes are not sheet specific. Er E. Coordinate all work with other trades. 60 F. Confirm final location of electrical devices with Owner and Architect with on-site coordination meeting during construction. 1LEGEND — FLOOR PLAN __... EXISTING WALL TO REMAIN TTS D SECURE 0 \ -- � � ' VESTIBULES - LI_ I 11 EXISTING STOREFRONT TO REMAIN 14850 SW 132ND AVENUE \ \ } rte_- - TIGARD, OR 97224 4� I NEW WALL li -- n U NEW STOREFRONT SYSTEM 0 h 1 —1 i � ,� � NEW DOOR - SEE DOOR SCHEDULE OH PLANNING+DESIGN, ARCHITECTURE 115 NW 1st Ave, Ste. 300 Portland, OR 97209 � � { t 503.280.8000 l — 0 f 503.224.5442 i�1 PF INCIPAL WHEELCHAIR TURNING RADIUS � . t. / p2Consultants: iii �� \A203 i �� A l _ I \____________-- CARPET, CPT-2 I - 1= 15 1 1 l-1 1 1 H 1 � OFFICE A207 STAFF ROOM 0 ' 12x12 VINYL TILE, VCT-1 1 � A202 ili\I\ , F 155 HEALTH RR -�� F 15 A204 F 7 F 7 F 7 © PARTITION TYPE - SEE SHEET G-003 .�r fir' `\ ` F# KEYNOTES — FLOOR PLAN \l 19 19 19 V A-721 Aa2� F 1 New wall and Storefront system see interior elevations for :01000 EALTH h 1 1 Fr. additional information and dimensions. A206 E; t l 1-111— 1 10) I I I-1 1 1 1I1 i I '� 00• 1 —1 1 -1F 2 New infill wall and door see interior elevations for L- additional information and dimensions. �•� I ! iER�� f I — F 1 A F 5 F 3 Finish exposed end of lower and upper casework and STAFF RR 1 � ' i i j I A TI 4 I I countertop with matching PLAM veneer. Install wall base rF 1 I F10 _ ; I1 - —_ to match existing adjacent. A205 A-601 1 } A"601 I F 5 I I F 4 F 4 Abandon existing duplex outlet in CMU wall. Extend to 5 3 — I ei , I new duplex outlet in new wall facing vestibule - see ' F12 m 11 'i, �. Iv_ E ect cal.2 T� O I Nd �C F 5 Pushrbuttan for ADA operable door see Electrical.— — — — --- 3 ^1p - - I I i e' m . I CO© 2l0_ - - f 1 '' 'j-00l 17 , _ - F 6 New wall in existing opening. New door, frame, and v! Q 16 20 8 21 — _-1 1 ,`�0,..; 1-1------- 29 .� © hardware - see interior elevations and door schedule. L v J A-721 A-721 A-721 A-721 ►{� �Y I , I , 1 '`_.. �A229� A-721 1 Z ti F 16 �� 29 F 7 New exterior Storefront door in existing frame. Contractor I— h�� - to verify all existing dimensions - see interior elevations and D w Z i ��- ��i I �� door schedule. 07 ... I- 1. _ \ Alm I"C"I �' 1 1a 22 1a F 5 F 8 Reinstall existing bulletin board in new location. \ \ F6 F13r ,� {F18 F18 W 2 HALL , m S N-721 A-721 A-721 l Vir I_ F 9 Reinstall conference table OFOI. m j ��oil -_�� M 1 F 17 F 10 New video call station - see Electrical. (� W A208 l Vir iv I, ��__ -� i c /�ft ,. 0 . = �'� F 11 New 4' x 4' whiteboard, confirm final locations with Owner- w 0 see sheet G-002 for typical mounting heights. l �`" F 11 I� N. F 2 , 7' -3" +1-VIF- _ F 12 New wall-mounted fire alarm device - see Electrical. O `� © W W ❑ A -� - 4„ j_VIF =- F 13 New location of relocated fire alarm horn/strobe - see �M 9 Electrical. ❑ - or p. oisiiiirlorla'a r ,, D F 14 New wall mounted lockdown button see Electrical. ❑ n/ w t A F 15 New vestibule door release button and hallway door r , LL Z CO �r O ��' release button mounted underneath existing casework - U j ALCOVE ` see Electrical. w �r- - `- - - I �, A101 5' 4 CUR F 3 F 16 Patch and repair existing carpet as required following v! `�" - cr2 ! installation of new infill wall and door.ill �" p F 8 F 17 New location for salvaged card reader see Electrical. il 0 W O •40......."m"......."..... 1\ F 18 Exact column location to be determined on-site by Architect CO to o T WORK g. Z and Structural Engineer. J Q Q UJ 1 A21` 1l /..,.. Q r 12 CL F9 ,.... \ ...�f 000 EXTERIOR COURT MAIN ENTRY 1 A229 igVD Ai C �, CONFERENCE 1� I �/�' A214 _ - 4v E t�'n C) DEl:it I �' ' OF oR � $ COUNSELOR Date: 02/21/2020 A218 Project Number: 90053 ,__ CF) SPEC ED RR Drawn By: RV -‘..* ----r- __ A217 - - - - - - - Checked By: TA l r ..I KINDERGARTElaIRevision Schedule: I _ CORRIDOR 1 j -. GA212 � 1 1 1 FLOOR PLAN — ENLARGED — SECURE VESTIBULE 1 1/4" = t-0" to ROOM FINISH SCHEDULE FINISH SCHEDULE NOTES: 1. New wall faces only. FLOOR WALL FINISH COUNTER CABINET 2. Paint/ repaint entire wall face. KEY PLAN Sheet Title: 3. Paint new wall face. Repaint above and to the sides of new wall face to nearest control joint or 15' - 0" beyond infill wall, whichever is less. Blend paint if not terminating at control joint. NUMBER NAME FINISH BASE FINISH NORTH EAST I SOUTH WEST ' TOPS ' FACES CEILING FINISH 4. Only in immediate vicinity of new work. FLOOR P 5. New wall base on new walls only. Existing wall base to remain elsewhere. r 7 1 A100 SECURE VESTIBULE CPT-2 WB-1 EXIST EXIST P-3, 6. Reinstall salvaged undamaged ceiling tiles as practical. If an insufficient number of salvage tiles are available, Contractor to provide new tiles to match existing. 1 NOTE 1 P 3, NOTE 1 NIA NIA ACT-1 I I ENLARGE D A101 ALCOVE VCT-1 WB-1 P-1 P-1 P-1 _ P-1 N/A N/A ACT-2 7. Paint both north faces and both east faces complete. 8. Patch hack ACT ceiling in vicinity of new wall with tiles to match existing. A207 OFFICE EXIST WB-2, NOTE 4 EXIST P-4, NOTE 1 EXIST P-4, NOTE 3 EXIST EXIST I ACT-4 A208 HALL EXIST WB-2, NOTE 4 EXIST P-4, NOTE 2 EXIST EXIST N/A N/A EXIST L \_ A214 CONFERENCE EXIST WB-2, NOTE 5 P-1, NOTE 7 P-1, NOTE 7 EXIST EXIST EXIST EXIST EXIST, NOTE 8 A229 MAIN ENTRY EXIST I WB-2, NOTE 5 P-3, NOTE 1 EXIST EXIST P-3, NOTE 1 N/A I N/A ACT-3, NOTE 6 in ai Sheet Number: a) R 0 A-2 3 1 ,... N PERMIT / BID DOCUMENTS All ideas, designs, drawings, and plans set forth on these sheets are owned by and are the property of Oh planning+design, architecture. Any use, reuse, or disclosure of said plans, reproductions, ideas, designs, and/or arrangements without the written permission of Oh planning+design, architecture is prohibited by law. > 0 "------.. n 5- 6 SHEET NOTES - RCP 4 A. Keynotes are not sheet specific. B. All heights shown are to bottom of grid system or gyp bd AFF, relative to the floor that the ceiling plan is shown on, UNO. �` , \ I C. Ceiling height is 8'-0" AFF, UNO. I D. All ceiling grids are to be centered in the room or defined boundary, • UNO. Fragments of ceiling tile to be no less than 4", UNO. IN I 1 E. "Downlight" or "wall-washer" ceiling fixtures, smoke detectors, life \ \ \ I safety speakers, AV speakers, exit signs, sprinklers, mirrors, fire alarm or signal devices, or other ceiling mounted devices are to be I centered in an apparent ceiling tile, UNO. 1 I F. Door exit signs to be located 12" clear from, and centered on, the door to which exit is indicated, UNO. L _...iJ 1 -- G. Contractor to coordinate Owner's telecom and security contractor's \ , -- - work. TTSD SECURE _ I H. Refer to electrical engineer's documents for lighting & lighting control specifications. VESTIBULES I l — J I. Refer to mechanical engineer's documents for HVAC & plumbing \ \ equipment& control specifications. 14850 SW 132ND AVENUE J. Refer to owner's technology engineer's documents for lighting & TIGARD, OR 97224 I I lighting control specifications. 1 I K. Relocate (E) sprinklers, smoke detectors, and speakers as \ \ required for ceiling layout. �� L. Confirm final location of electrical devices with Owner and Architect ��—� with on-site coordination meeting during construction. Oh OH PLANNING+DESIGN, —►fitLEGEND - RCP ARCHITECTURE ----- 11111111111." \\....\\I 115 NW 1st Ave, Ste. 300 — — EXISTING WALL TO REMAIN Portland, OR 97209 �ii I I t 503-280.8000 {� PRINCIPAL f 503224.5442 ;}- u :::T::L:T0REFR0NT TO REMAINi..ii01onsuitants: p - u— _iJ NEW STOREFRONT SYSTEM ,--••• \ I V 2' x 4' ACOUSTICAL CEILING TILE STAFF ROOM • • -•. A202 1 l . .\\OFFICE _ . ' - HEALTH RR A207 - _ - 2' x 2' ACOUSTICAL CEILING TILE A204ii I !/EsC4 (IC_____?/5 C6 C9 C1 6 C5 C11 -__HEALTH r � C6 — 2' x 4' FLUORESCENT, TYPICAL A206 r.r �i x il / / Ij i1\ . . , , . . ._ ,_ _ _ • ; : _ ' ' 2' x 2' FLUORESCENT, TYPICAL „. . STAFF RR r 1 . ...,: ..,,,,, . • . - A205 II:;:... :/;" .."1.:. I �• i •7_' • ••_.' ._ -'• _ ' _1 1' x 4' FLUORESCENT, TYPICAL \‘: ". ......:-.,.;,• • I - _� l II — — — _ - — — ;. _ ant 13`-4" - . ill. :. . y �_l Q — GI 1111111 EXHAUST GRILLE \. Ili 101 12' - 0' t , ' A10�_ �: • C 8 . / RETURN AIR GRILLE Q • LI I— a) ,‘:.\,\ 1GN' �� 1i - NOTE: CEILING INFORMATION NOT J z s#. C 1 01111111111111 1111.6111 . ALIGN .. . l SHOWN IN AREAS WITH NO WORK. D W `�I .., _ , • . ...f ,13' -4' . ' - �:1 1 co 2 W r C, -1 KEYNOTES - RCP ~ . \ •• t_____1 1 1 1 1 o,--0 i 11111 I III oil\to i If _. ___. , lik \ I i 1 L A -� C 1 New 2x2 ACT ceiling and grid. Reinstall salvaged tiles on lXC3. 4" the Main Entry A229 side of the new vestibule wall. > C: O _ li � - C 3 - [ } — — — — — — — — C 2 Patch and repair existing ACT ceiling and grid as w ❑ ' -- necessary. Extend to wall at location of removed rolling w 111Wrill C 5 C 10 fire door. _ 0 C 3 New ACT ceiling and grid. Center grid in space. ��— + C 4 Reinstall salvaged diffuser - see Mechanical. r , w CO 111011101011111111 C 5 Reinstall existing light fixture. See Electrical. U Q — `�` C 6 New radiant ceiling panel - see Mechanical and Electrical. !w F ' a N I- GI _____-I r C 7 Reinstall diffuser in new location see Mechanical. o f N C— C 8 Patch and repair 1-hour rated 'horizontal wall' assembly `� C �' WORK 12' - 0" following installation of structural steel. Extents are ❑ `'I"I o �/ EXIST l approximate. Maintain 1-hour fire rating. Repair, reinstall, u) co u) K BOYS RR IA213 I or re-route any mechanical, electrical, or fire sprinkler J •r2= �.�..� A210 I EXTERIOR COURT CO `FERENCEIOW — — systems disturbed by new construction. See 3 / G-003 for < co 0_ \\ sadditional information. See interior elevations and 000 �� Structural. 4Willi — I J —� C 9 New ceiling mounted fire alarm device - see Electrical. • �T C 10 New location for existing video surveillance camera see �� — Electrical. �,ED A \ WI. AIN ENTRY C 11 New video surveillance camera - see Electrical. t C� I 1W1 RLW — A2Z9 V DE:,► ' - I K. % 1 CL' r E I \\ 12'31/20 $55K GIRLS RR COUNSELOR � el 0 i I C":4 � � l irt( OF A211 A218 SPEC ED RR _ Date: 02/21/2020 C� Project Number: 90053 — —I -- _- A217 — — — r — — — — — — — Drawn By: RV illhilillitiI,. H\ KINDERGARTEN Checked By: TA 0 — CORRIDOR �, - - Revision Schedule: A212 �I ` , +, I '_. \ l 1 SPECIAL EDl HIGH NEEDS I i*, A216 1 I A219 l I I I \ \@ REFLECTED CEILING PLAN - ENLARGED - SECURE VESTIBULE 8 KEY PLAN Sheet Title: ' " - -1 REFLECTED 11 �` CEILINGPLAN - ENLARGED O o • Sheet Number: rn o A-232 O 00 N PERMIT / BID DOCUMENTS All ideas, designs, drawings, and plans set forth on these sheets are owned by and are the property of Oh planning+design, architecture. Any use, reuse, or disclosure of said plans, reproductions, ideas, designs, and/or arrangements without the written permission of Oh planning+design, architecture is prohibited by law. SHEET NOTES - INTERIOR ELEVATION4 (1.3- A. All work to comply with 2019 Oregon Structural Specialty Code. 8' -4" 0' - 10 3/4" 6' -4" 0' - 10 3/4" 8' - 0" 0' - 10 /4" B. Keynotes are not sheet specific. Ii • 2' - 1" 6' - 3" EQ EQ EQ EQ C. All dimensions shown are to face of finish U.N.O. Do not measure / ' ' drawings to determine dimensions. Large scale details take n -----111 3' 1" J 3' 2'' / precedence over smaller scale drawings. I I D. Contractor shall field verify all existing construction and related WI 1111 N 10 N 6 N 10 N 6 N 10 conditions prior to starting demolition or new construction. 4' 0" R.O. G 8' - 0" +1 (E) OPENING I / I ' / 8' - 0" +/- (E) OPENING E. Contractor to inform architect of any discrepancies within drawings ESQ. 3' -4" EQ. EQ EQ I _ EQ EQ or between drawings and field conditions before commencement of ,r _ J , affected work. 1 _ - - - - _ - - I_ - - - i - - - - _ - - - �� N 11 ( 3' _ 4�� F. Locate and verify existence and use of existing utilities. Take •- - - - - - - - - J - - - ► - .- - - - - - - - - - - / I I I I I I I I I- I I I I I L I I I - _ I I I I I I necessary measures to protect and preserve function and condition L ___,,, — I ! of any utilities to be repaired, replaced, or reused in new # - I I I I I I I I J I I I I I •. , , construction. Coordinate work with Architect, Engineer and Owner. TTS❑ SECURE I _ I ( I I + N 4 I G. All interior patching and repair shall occur in the interior I I- I I - N 4 -41--;) N 4 I improvements scope of work. Contractor shall protect all existing VEST 1 B U L E S m41) n exposed construction from damage resulting from or related to I I � I CIr S2 S2 S2 I I T S4 0 I I - �� \ u - A J I M I demolition and construction operations. 14850 SW 132ND AVENUE `✓ ! z H. Contractor shall repair or replace any existing construction to remain TIGARD, OR 97224 3'-4„ /\1 iF r 7 O L (N9) 3 f z I I I I I I tL w that is damaged in the course of the work to its original condition. " + _ -s: I " � - a -,, - I. Where interruption of the building's Life Safety System is required to _ , ' - \ - o o �� _ ---1-2- �• _ - 0 1 perform the work as described in the construction documents, or to n' 0 h -. CD w N a /' `� /' `� N 4 _ I - Cu- I coordinate with owner's operations, the Contractor shall provide D CD •-. \ •� /� CD / •. / b . __a — W ` . . . I-- • . I interim Life Safety measures to comply with local code and owner's – — ,_____ '� S3 1 1 T S3 Rim 1L� bo ao T I , 29. 1' . ,f ' 29. S1 �., T _ - \` _ + co. j IT 07 �� requirements. 0 : 07 ... I I . oJ. Contractor is responsible for all waste removal and site clean up ti 4110 ! Iliti*i 7 J ` cQ �I OH PLANNING+DESIGN, i S1 \�_ S1 I N = S3 during performance of and at completion of the work. �/ / r U ARCHITECTURE Of I I I N 1 1 wC'1 w ( Ni ,' N 1 ,' _ 2 _ I K. Contractor to coordinate installation and scheduling of Owner or EL T N 12 / _ T Owner's vendor provided or installed fixtures and equipment. 115 NW 1st Ave, Ste. 300 i T T `\ T - - T T T T T T T _I I / _ - T ! T I L. Contractor shall be solely responsible for the design and Portland, OR 97209 I I I i I I ` ' i I 1 I I I construction of all shoring and bracing required for construction of t 503.280.8000 bT —"o� b the Work. Contractor shall not store construction materials or t 503.224.5442 equipment in a manner such that the design live loads of the structure are exceeded. Consultants: M. All features of the Work not fully shown shall be of the same type and character shown for similar conditions. In the event that additional work is required to complete the Work as intended or required by governing codes and safety regulations, yet omitted or not fully shown on the drawings. Contractor must still provide carpentry, mechanical, electrical and/or plumbing work as necessary SECURE VESTIBULE - WEST 2 SECURE VESTIBULE / LOBBY - SOUTH LOBBY - EAST for Certificate of Occupancy. 114" = 1'-0" 114" = 1'-0" 114" = 1'-0" 0 - N. Confirm final location of electrical devices with Owner and Architect �- with on-site coordination meeting during construction. INTERIOR ELEVATION LEGEND OX PARTITION TYPE - SEE SHEET G-003 ' S STOREFRONT TYPE - SEE STOREFRONT SCHEDULE � CD CD T TEMPERED SAFETY GLAZING PANEL I I r KEYNOTES - N ��/'' INTERIOR ELEVATION • / / / • •. // •� �/ •� �/ •� N 1 New door- see door schedule for additional information and 1b i T .\ f,-1- 10001 t,, ,, 100 t ,, r,1- 100 fi., , details. 07\ / F, -I' ,1 N 2 New opening in existing masonry wall - see Structural. / / . / / / / )4' 41) N 3 Relocated bulletin board. N S r QN 85, / . N 8 N 4 New storefront- see storefront schedule for additional T / •. " T T / T T '\ // T information and details. --- N 5 New infill wall - see partition types for additional information and details.— LL N 6 HSS post penetration through existing 'horizontal wall' (n Q LOBBY - WESTSECURE VESTIBULE - NORTH assembly. Fireproof penetration to maintain 1-hour fire W I— (f) 5 114" = 1'-0" ��_ji 114" = 1'-0" rating. N 7 New video call station - see Electrical. z W Z N 8 New door within existing storefront system. Contractor to W verify all existing sizes - see door schedule for additional cc information and details. I— UJ 2 N 9 Profile of new HSS post within wall. Extend to structure J D see Structural. W N 10 New HSS steel header within wall - see Structural. W U N 11 Existing 1-hour rated 'horizontal wall' assembly. Demolish ) L.L O as needed to install steel posts to structure. Patch and W W 0 repair to maintain 1-hour fire rating. ❑ N 12 New fire alarm pull station - see Electrical. 0 n/ u} LL CO r , z W Q ¢ c1c,r4 N� Z � I— CNI CS) CO ❑ W T- 16 u) m c,) o 1— J is ¢ w r STOREFRONT SCHEDULE MULLIONS DETAILS GLAZING okED A •C, STOREFRONT BASE SIDE TOP INTERIOR HEAD JAMB J- SILL I TYPE FINISH RATING COMMENTS 4°/ c., DE: ) ' • r, K. S1 2"x 6" 2" x 6" 2" x 6" 2"x 6" I 11 1 A-721 11 I A-721 121 A-721 G-1 CLEAR ANODIZED a • . E a S2 2" x 6" 2"x 6" 2" x 6" 2" x 6" 11 1 A-721 11 /A-721 121 A-721 G-3 CLEAR ANODIZED I - 14 f �I S3 2" x 6" 2"x 6" 2" x 6" 2" x 6" 11 /A-721 11 /A-721 12/A-721 G-1 CLEAR ANODIZED - 1231/20 13/A-721 --- --- - _... --- - - - d',, X3534 S4 2"x6" 2"x6" 2" x6" 2"x6" I 13/A-721 13/A-721 12/A-721 G-3 CLEAR ANODIZED 60 MIN 9 °� Notes: - - - OF a 1. Sill detail N/A at doors, typ. -- _ Date: 02/21/2020 NEW DOOR SCHEDULE Project Number: 90053 DOOR FRAME FIRE HARDWARE - Drawn By: RV MARK WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH GLAZING TYPE MATERIAL FINISH RATING SET i COMMENTS Checked By: TA A100a 6' - 0" 7' - 2" 1 0' - 1 3/4" A ALUMINUM CLEAR ANODIZED G-2 C EXIST EXISTING - 01 Revision Schedule: I A100b 6' - 0" 7' - 2" 0' - 1 314" A ALUMINUM CLEAR ANODIZED G-2 C EXIST EXISTING - 02 I I I A100c 6' - 0" I 7' - 2" 0' - 1 314" A ALUMINUM CLEAR ANODIZED G-2 C EXIST EXISTING - 03 I I I A207a 3' - 0" 7' - 2" 0' - 1 3/4" A ALUMINUM CLEAR ANODIZED G-1 C ALUMINUM NOTE 1 60 MIN 04 I A207b 3' - 0" 1_ 7' - 2" 0' - i 3/4" C WOOD WD-1 G-1 A STEEL P-2 60 MIN 05 A207c 3' - 0" 7' - 0" 0' - 1 3/4" E WOOD WD-1 G-1 A STEEL P-2 - 06 A229a 6' - 0" 7' -2" 0' - 1 3/4" A ALUMINUM CLEAR ANODIZED G-1 C ALUMINUM NOTE 1 07 A229b 6' - 0" 7' -2" 0' - 1 3/4" A ALUMINUM CLEAR ANODIZED G-1 C ALUMINUM NOTE 1 - 08 Notes: 1. See Storefront Schedule for frame finishes. SEE STOREFRONT SECOND LEAF WHERE OCCURS, SCHEDULE SEE INTERIOR ELEVATIONS 2" SEE 2" 2"- SEE 2" SEE ,. 7 5" 5" 5" '5'"I - 'I5"" '55"i 5"8"j. J SCHED. 1 N SCHED. SCHED. i PULL SIDE l —r.-1 r‘l I I // I • • Sheet Title: I ` i i i INTERIOR /. .. `o . o w w w ,� _ � . r i i i U U U 1' - 6" C - y w w w , LR MIN. ELEVATIONS � co . I �, ¢ // /� o � �, w w t� CLR MIN. ♦ / N 1 Q N - // _ // N co co \ 1 / / r / / ,, T . _0„ AND GLAZED ALUMINUM FLUSH FLUSH FLUSH FLUSH FLUSH HOLLOW METAL HOLLOW METAL STOREFRONT CLR MIN. SCHEDULE S N STOREFRONT FULL LITE DOUBLE LITE HALF LITE QUARTER LITE SOLID FRAME FRAME W/ PRESSURE PUSH SIDE o FILLED GROUT d (N Sheet Number: co A B C D E F A B C TYPICAL DOOR LAYOUT, UNO a) 1 DOOR TYPES DOOR FRAME TYPES TYPICAL DOOR LAYOUT A.6 0 1 N O o ______) 114" = 1'-0" CD 114" = 1'-0" 112" = 1'-0" N PERMIT 1 BID DOCUMENTS All ideas, designs, drawings, and plans set forth on these sheets are owned by and are the property of Oh planning+design, architecture. Any use, reuse, or disclosure of said plans, reproductions, ideas, designs, and/or arrangements without the written permission of Oh planning+design, architecture is prohibited by law. 4' - 0 4' - 0 J 4'-0" 4' -0" 4' -0" 4 l./ 4' - 0" MAX. TO 4' - 0" 4' - 0" 4' - 0" 4' - 0" WALL LINE VERT. COMPRESSION STRUT- STEEL SECTION FIRST BRACING --�_ WI LENGTH TO RADIUS RATIO OF 200 MAX. o ATTACH TO MAIN RUNNERS W/ 1/4" DIAMETER . ACCEPTABLE LOCATIONS - ' MACHINE BOLT. co a -WALL LINE FOR SUSPENDED LIGHT ` _.... — _ Z., IF •-• 2 1 FIXTURES a \„,,, \\ 12 GA. HANGER WIRE TYPICAL AT 4'-0" O.C. O \ EACH DIRECTION W/ {3} TIGHT TURNS IN 1-1/2" ~ UZN ED i —) , \N I STRUCTURE ABOVE ,...QAT BOTH ENDS. g N u) \ --ACOUSTIC CEILING - 4-WAY 12 GA. DIAGONAL BRACE WIRES AT 45 �$� MAX_ FIRST BRACING POINT FROM WALL l o co N I I L _...41 SUSPENSION SYSTEM,SECURED DEGREE MAX TO THE PLANE OF THE CEILING �, AND PARALLEL TO THE INTERSECTING �' )� ACCEPTABLE LOCATION FOR S ABOVE AS RO QS STRUCTURE COMPONENTS AT THE BRACE LOCATION W/ (4) a DETECTORS, SPRINKLERS, ETC. o TTS D SECURE VERTICAL SUSPENSION PLUMB 116 TIGHT TURNS IN 1-1/2" AT BOTH ENDS. WALL LINE / —4 WAY- 45 DEGREE 127 DIAGONAL 12- N o HANGER WIRE WIRE 8" MAX. FROM m - ACCEPTABLE LOCATION U VESTIBULES o� GA. WIRE BRACING & COMPRESSION FOR AIR REGISTERS / WALL �h sO ' STRUT @ 8'-O" x 12'-0" O.C. - TYP. u 5 i N. MANUF. ANGLE MOULDING p 4.4, >< .1, .L _ ___ N , MAINRUNNER�'T' BARS ti ARMSTRONG 8 .l ' - 0 14850 SW 132ND AVENUE 12 GA. VERTICAL HANGER i b ' TIGARD, OR 97224 BERG 2 CLIP M'11-. o WIRES @ 4'-0" O-C. EACH WAY - U `�.. ACT GRID CEILING SUSPENSION SYSTEM, FASTEN TO �%� �` TYP. _ N FASTEN. SPREADER BAR @ Q MAIN 'T' I REFER TO RCP; TYP_ QQ/, . , / /D.- �. UNATTACHED END BARS - WALL LINE ACOUSTIC CEILING Oh ELEMENT �/��,� 5 / _ N TILE TYPICAL ��I WALL ANGLE \\�; cro CROSS TEE @ 2' 0" O.C. x >( ;t �E n = NOTES: T-BAR CROSS TEE �� . Ir_ , 1 , 1 ,) _ J v �, f 1. SUSPENDED CEILINGS SHALL BE DESIGNED TO COMPLY WITH THE REFER TO RCP .2.)',c' -- I ACOUSTICAL - `� NORTHWEST WALL & CEILING BUREAU'S CURRENT FIELD TECHNICAL OH PLANNING+DESIGN, ��°. PANEL �� 12 GA. VERTICAL HANGER WIRES @EACH INFORMATION BULLETIN 401-SUSPENSION SYSTEMS FOR ACOUSTICAL LAY-IN ARCHITECTURE �,cL CORNER OF ACCESS PANEL - TYP. CEILINGS, SEISMIC DESIGN CATEGORIES D,E,& F. /\,, -------,,,.,,,,,„ � --- --SLIP TRACK AT ALL PERIMETER 115 NW 1st Ave, Ste. 300 ` WALL CONNECTIONS N `4 ' 2. COORDINATE WITH MECHANICAL AND ELECTRICAL ABOVE CEILING Portland, OR 97209 NOTES: ELEMENTS. t 503.280.8000 REFER TO x . ° MAIN RUNNER 1. THE ABOVE DIAGRAM SHOWS THE MAXIMUM SPACING OF SUPPORT AND 3. COORDINATE WITH STRUCTURAL DRAWINGS FOR ADDITIONAL f 503.224,5442 PARTITION TYPES & --SLIP TRACK AT ALL 24" MAX I 1 @ 4'-0" O.C. MAX. BRACING ELEMENTS. COORDINATE WITH MECHANICAL AND ELECTRICAL INFORMATION. STRUCTURAL DETAILS WILL SUPERCEDE INFORMATION PLAN LOCATIONS PERIMETER WALL 0 , ABOVE CEILING ELEMENTS WHILE MAINTAINING MAXIMUM SPACING SHOWN. SHOWN ON THIS SHEET. Consultants: CONNECTIONS I _ KR CEILING - ACT TO PARTITION ACT CEILING ADJACENT TO WALL \ ACT CEILING SEISMIC BRACING ACT CEILING PLANCACT CEILING TYPICAL MOUNTING LOCATIONS 5 3" = 1 0 4 . 1112 - 1 0 .. 114 = 1 0 1/4" = 1 0 114 = 1 0 �• I I I I WALL BLY �-- -_ �' "I PARTITION TYPE PER --EXISTING EXPOSED CMU WALL �— , ,. „� HM DOOR FRAME . AD ' ` 1 METAL CHANNEL HEADER 114" SHIM, BACKER ROD, AND , - SEALANT IMPACT RESISTANT GYPSUM BOARD AS INDICATED; SEE SHIM AS NEEDED PARTITION TYPES -_ - / 1/8" STEEL PLATE, WELDED, AD ;� EXISTING ROOF STRUCTURE GROUND SMOOTH, AND HOLLOW METAL FRAME .,..,..44. PAINTED P-2 _1 ' :, WOOD BLOCKING AND SHIMS \ � ] —` iv AS NEEDED = METAL STUD WALL; SEE w : PARTITION TYPES 0 fef › •, - ATTACH FLANGE TO CMU WITH —� . MASONRY SCREWS, 16" O.C. - ....♦♦.♦♦�* ` TYP. BOTH SIDES ti ' • _ — 1 15116" \-1 9/16" EXISTING 1 HOUR RATED / K -VARIES PER STUD - ' ' 'HORIZONTAL WALL'. [ 2" CONSTRUCTION: 1 I Ct - 1 LAYER 518" TYPE 'X' { ) DOOR PANEL —SCHEDULED DOOR r^ Z GYPSUM BOARD v! - METAL STUD LAYER A i - (2) LAYERS 518" TYPE 'X' W ! �-- " "" .- . _ GYPSUM BOARD J Z D W Z -0 B/ASSEMBLY . - - _.- _, W 14' - 0" +1- VIE - m W 2 NOT IN USE EXISTING 'HORIZONTAL WALL' ASSEMBLY OPENING HEAD/JAMB AT EXPOSED CMU _ HM DOOR JAMB AT STUD WALL HM DOOR HEAD AT STUD WALL ~ J 7 G uj W U 1 3" = 1'-0" 3" = 1'-0" F 3" = 1-q11-70-"1—. 1'-0" V 3" = 1'-0" w > a o w W 0 IY ❑ 0 ❑ r w CO U Z W Q ¢ Cl) I--- c N1 1= fy Z1Z CO ❑ W , o (f) m 0) 1— sQ W CORNER BEAD00 I -- < � 0_ CORNER BEAD INTERIOR STOREFRONT SYSTEM, INTERIOR STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE INTERIOR STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE SEE STOREFRONT SCHEDULE BACKER ROD AND SEALANT GYPSUM WALL BOARD PER PARTITION TYPE �tD A , EXISTING EXPOSED CMU WALL METAL STUD FRAMING PER PARTITION TYPE ��' I c;;, 16 ii BACKER ROD AND SEALANT C5 ,! ��♦�!� Np7_.:LI GYPSUM WALL BOARD PER PARTITION TYPE I i 44,J 0E:ii EK mel = •BACKER ROD AND SEALANT . L� / ♦. METAL STUD FRAMING PER PARTITION TYPE A +/ �► �� , ill : e OF as' I '\, I , L�- - - Date: 02/21/2020 Project Number: 90053 Drawn By: RV �\ NOT IN USE NOT IN USE STOREFRONT HEAD/JAMB AT CMU �` STOREFRONT SILL AT METAL STUD WALL iii STOREFRONT HEADIJAMB AT METAL STUD WALL Checked By: TA 15 14 - - - 13 3" = 1'-0" 2 3" _ �' 3" = 1'-0,. \ \ \\ \_ Revision Schedule: -- -NEW CARPET. SEE SECTION 09 06 00 NEW WALK OFF MAT PER \ SCHEDULE FOR FINISHES FOR MORE FINISH SCHEDULE. SEE INFORMATION SECTION 09 06 00 SCHEDULE FOR MORE INFORMATION. NEW RUBBER TRANSITION 5 112" METAL STUD STRIP, SEE SPECIFICATIONS ADA-ACCESSIBLE RUBBER f TRANSITION STRIP 4" METAL STUD -EXISTING EXPOSED CMU WALL Z/ NEW OR EXISTING VCT PER PLAN. N1/2" GYPSUM WALL BOARD, COORDINATE MATERIAL HEIGHT WITH THREE SIDES OF METAL STUDS SPECIFICATION SECTION 09 65 19 � . 1 .I IME, 2" EXISTING EXPOSED CMU WALL A , I , I T ie- - •a a 4 -tee.,- _ ; a (E) CONCRETE SLAB f NEW OPENING IN CMU WALL — �� SEE 8 1 A-721 (E) CONCRETE SLAB w I BACKER ROD AND SEALANT • • \ TRANSITION - VCT TO CARPET TRANSITION - WALK OFF MAT TO CONCRETE _ I , BACKER ROD AND SEALANT a INSTALL SHIMS OR BLOCKING • SHIM AS REQUIRED M I G-003 .4 • AS REQUIRED AT LOCATIONS e i WHERE NEW WALL IS NOT Sheet Title: NEW WALK OFF MAT. SEE SECTION NEW WALK OFF MAT PER r • PERPENDICULAR TO EXISTING FINISH SCHEDULE. SEE I CORNER BEAD, TYP. ALIGN FINISH FACE OF WALL 09 06 00 SCHEDULE FOR FINISHES FOR �` _ WITH FINISH FACE OF NEW INTERIOR MORE INFORMATION SECTION 09 06 40 SCHEDULE w a STOREFRONT SYSTEM WITH • ♦ OPENINGFOR MORE INFORMATION. L --- �� ♦ NEW RUBBER TRANSITION — — SHIMS, BACKER ROD, AND r� / PARTITION WALL PER PLAN �y RUBBER TRANSITION STRIP SEALANT. SEE DETAIL 11 1 A-721 +�� SEE SHEET G-003 'r PARTITION WALL PER PLAN STRIP, SEE SPECIFICATIONS IDETAILS '' SEE SHEET G-003 NEW OR EXISTING VCT PER PLAN. �--� �'`` Al , COORDINATE MATERIAL HEIGHT WITH NEW CARPET PER FINISH SPECIFICATION SECTION 09 65 19 SCHEDULE. SEE SECTION 0AD ,9 06 00 SCHEDULE FOR MORE _ 1 I., „V I INFORMATION. V Id1[I,V,JVl.flll I VIM - - I� iI[iJ AIL 111 _ , 41- co , -4°.. de - N -.d- .. 4 , -4- (E) CONCRETE SLAB `' _, e (E) CONCRETE SLAB Sheet Number: a3 cp I\ TRANSITION - VCT TO WALK OFF MAT TRANSITION - WALK OFF MAT T© CARPET PARTITION TYPE 3 AT RATED COLUMN • PARTITION TYPE 1 AT EXISTING CMU WALL PARTITION TYPE 1 AT NEW CMU OPENING A. 72 1 N22 6" = 1'-0" 6" = 1'-0" 3" = 11-0" 3" = 1'-0" 3.1 . 1'-0„ PERMIT / BID DOCUMENTS All drawings and written material appearing herein constitute original and unpublished work of the Structural Engineer and may not be duplicated, used or disclosed without consent of Structural Engineer. 4\1 3 I / GENERAL STRUCTURAL NOTES D. SPECIAL INSPECTION REPORTS SHALL BE SENT TO THE ENGINEER AT THE TIME 8. STRUCTURAL STEEL 10. MECHANICAL ANCHORS OF COMPLETION FOR REVIEW OF CONFORMANCE WITH THE REQUIREMENTS OF THE STRUCTURAL DRAWINGS. A. STRUCTURAL STEEL SHALL CONFORM TO FOLLOWING ASTM DESIGNATIONS, UNLESS A. EXPANSION ANCHORS INTO CONCRETE SHALL BE n ---...." SCOPE OF WORK: INTERIOR RENOVATIONS TO ALBERTA RIDER ELEMENTARY SCHOOL IN OTHERWISE NOTED: a. HILT/ KB-TZ TIGARD, OREGON. PROJECT INVOLVES INTERIOR RENOVATIONS NEAR MAIN ENTRY TO ADD E. THE CONTRACTOR SHALL NOTIFY THE TESTING LAB A MINIMUM OF 48 HOURS b. SIMPSON STRONG-BOLT 2 NI A SECURE VESTIBULE ENTRANCE PATH. STRUCTURAL IMPACTS ARE TO TWO EXISTING PRIOR TO TIME OF INSPECTION. 1) PLATES AND BARS, INCLUDING DOUBLER PLATES, CONTINUITY PLATES, c. DeWalt POWER-STUD+ SD2 CMU WALLS. BASE PLATES, GUSSET PLATES, AND SHEAR TABS: ASTM A572 GRADE 50. INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. F. THE FOLLOWING SPECIFIC ITEMS SHALL BE INSPECTED AND/OR TESTED BY 2) WIDE FLANGES (W): ASTM A992 (Fy = 50 KSI). LI GOVERNING CODE: THE TESTING LAB: 3) MISCELLANEOUS (M), AMERICAN STANDARD (S), CHANNEL (C), B. SCREW ANCHORS INTO CMU SHALL BE: MISCELLANEOUS CHANNEL (MC), AND ANGLES (L): ASTM A36 (Fy = 36 a. SIMPSON TITEN HD OR APPROVED EQUAL THE STRUCTURAL DESIGN OF BUILDING COMPONENTS DESCRIBED ON THESE DRAWINGS 1) NON-SHRINK GROUT KSI). INSTALL SCREWS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. IS IN ACCORDANCE WITH THE 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC) AND a. PLACEMENT 4) BEARING PILES (HP): ASTM A572 GRADE 50 (Fy = 50 KSI). TTSD SECURE 2018 INTERNATIONAL BUILDING CODE b. CAST AND TEST SPECIMENS FOR COMPRESSION STRENGTH 5) RECTANGULAR AND ROUND HSS (HSS): ASTM A1085 (Fy = 50 KSI). B. PRIOR TO INSTALLING MECHANICAL ANCHORS IN POST TENSIONED CONCRETE 6) PIPE (P): ASTM A53 GRADE B (Fy = 35 KSI) ELEMENTS THE CONTRACTOR SHALL SCAN THE STRUCTURE AND LOCATE THE VESTIBULES LIMITATIONS: 3) ALL STRUCTURAL WELDING INCLUDING, BUT NOT LIMITED TO THE 7) STRUCTURAL TEES (WT, MT, AND ST) SHALL CONFORM TO THE ASTM TENDONS. THE CONTRACTOR SHALL AVOID TENDON LOCATIONS. FOLLOWING: SPECIFICATION OF THE CORRESPONDING FULL DEPTH SHAPE (WT SHALL 14850 SW 132ND AVENUE RENOVATIONS TO THE EXISTING LATERAL FORCE RESISTING SYSTEM ARE NOT REQUIRED a. CONTINUOUS INSPECTION FOR ALL BUTT WELDS, COMPLETE AND CONFORM TO ASTM SPECIFICATION FOR W, ETC.) C. PROVIDE STAINLESS (AISI 316) STEEL FASTENERS FOR EXTERIOR USE OR TIGARD, OR 97224 FOR THIS RENOVATION. PARTIAL PENETRATION WELDS, GROOVE WELDS AND PLUG WELDS, WHEN EXPOSED TO WEATHER OR IN CHEMICALLY CORROSIVE ENVIRONMENTS. INCLUDING WELDING OF REINFORCEMENT. B. STRUCTURAL FASTENERS INCLUDING BOLTS, THREADED RODS, AND ANCHOR RODS PROVIDE ZINC COATED OR GALVANIZED CARBON STEEL ANCHORS AT OTHER 1. GENERAL b. CONTINUOUS INSPECTION AND 100% ULTRASONIC TESTING FOR ALL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS, UNLESS OTHERWISE LOCATIONS, UNLESS OTHERWISE NOTED. WHERE STAINLESS STEEL FASTENERS COMPLETE PENETRATION WELDS BETWEEN THE PRIMARY MEMBERS OF NOTED. ARE USED IN CONJUNCTION WITH GALVANIZED OR OTHER DISSIMILAR BASE Oh MATERIALS AND WORKMANSHIP TO CONFORM TO THE BUILDING CODE DEFINED ABOVE MOMENT-RESISTING FRAMES, EXCEPT WHEN THE THICKNESS OF THE METALS, PROVIDE ELECTRICAL ISOLATION AS NOTED ON THE DRAWINGS. NOTIFY AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. MATERIALS TO BE WELDED IS LESS THAN 5/16". IN ADDITION, 1) ERECTION, GROUTED, AND TIMBER CONNECTION BOLTS: ASTM A307 THE ENGINEER FOR CLARIFICATION IF NO ELECTRICAL ISOLATION IS SPECIFIED. oHPLANNING+DESIGN, MAGNETIC PARTICLE TESTING SHALL BE PERFORMED ON 25% OF ALL WITH WELDABILITY SUPPLEMENT S1 GRADE A. ARCHITECTURE A. THESE NOTES APPLY TO ALL DRAWINGS AND GOVERN UNLESS OTHERWISE BEAM-TO-COLUMN COMPLETE PENETRATION WELDS. 2) HIGH STRENGTH BOLTS: ASTM A325; WHERE TWIST-OFF TYPE BOLTS D. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT 115 NW 1st Ave, Ste. 300 NOTED OR SPECIFIED. WHENEVER THERE APPEARS TO BE A CONFLICT c. CONTINUOUS INSPECTION OF ALL FILLET WELDS EXCEEDING 5/16". ARE SPECIFIED, PROVIDE ASTM F1852. THE HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM OF 2 Portland, OR 97209 BETWEEN THE NOTES, DRAWINGS, OR SPECIFICATIONS, CONTACT THE d. PERIODIC VISUAL INSPECTION OF THE FOLLOWING ITEMS: 3) THREADED RODS: ASTM A36. ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE t503.280.8000 ENGINEER FOR CLARIFICATION. 1 SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/16". 4) HIGH STRENGTH THREADED RODS: ASTM A193 GRADE B7. BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE f 503.224.5442 2 FLOOR AND ROOF DECK WELDING. 5) STEEL HEADED STUD ANCHORS: ASTM A108. WITH NON-SHRINK GROUT. DO NOT CUT EXISTING REINFORCEMENT. IF THE B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND PROPOSED 3 WELDED STUDS WHEN USED FOR THE STRUCTURAL DIAPHRAGM 6) ANCHOR RODS AND ANCHOR BOLTS: ASTM F1554 WITH WELDABILITY ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE ENGINEER Consultants: DIMENSIONS AT JOB SITE. COMPARE STRUCTURAL DRAWINGS WITH OR COMPOSITE CONNECTIONS. SUPPLEMENT 51 GRADE 55. WILL DETERMINE A NEW LOCATION. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS BEFORE 4 WELDED SHEET METAL STEEL FOR COLD-FORMED STUDS AND COMMENCING WORK. NOTIFY ENGINEER OF ANY JOISTS. C. WHEN PRETENSIONED A490 BOLTS ARE SPECIFIED F436 WASHERS SHALL BE E. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO DISCREPANCIES AND DO NOT PROCEED WITH AFFECTED WORK UNTIL THEY ARE 5 WELDING OF STAIRS AND RAILING SYSTEMS. USED UNDER BOTH THE BOLT HEAD AND NUT. FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED RESOLVED. DO NOT SCALE DRAWINGS. WITH MECHANICAL ANCHORS. Holmes 3) POST INSTALLED ANCHORS. WHERE ANCHORS ARE LOADED IN SUSTAINED D. ALL BOLTS FOR EXTERIOR USE SHALL BE ZINC-COATED BY THE BOLT C. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TENSION, INSPECTION SHALL BE CONTINUOUS. REFER TO THE DRAWINGS MANUFACTURER BY EITHER THE HOT-DIP PROCESS IN ACCORDANCE WITH ASTM 12. FINISHES - FOR WORK ON EXISTING BUILDINGS WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR FOR LOCATIONS. A153, CLASS C OR THE MECHANICAL DEPOSIT PROCESS IN ACCORDANCE Holmes Structures CHARACTER TO DETAILS SHOWN, USE SIMILAR DETAILS OF CONSTRUCTION, a. BRICK MASONRY WITH ASTM B695, CLASS 50. A. REPLACE ALL DAMAGED FINISH MATERIALS WITH NEW MATERIALS OF 1615 SE 3rd Ave,5th Floor Portland,Oregon 97214 USA SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. 1 EPDXY THREADED RODS SHALL BE TESTED PER TESTING EQUIVALENT QUALITY AND KIND. SUBMIT SAMPLES AND/OR PRESENT SAMPLE 7:5035739323 holmasstructures.aom SCHEDULE IN TYPICAL DETAILS. E. ALL STRUCTURAL STEEL MEMBERS EXPOSED TO WEATHER OR CALLED OUT AS INSTALLATION TO OWNER FOR APPROVAL PRIOR TO INSTALLATION. D. DETAILS NOTED AS "TYPICAL" IN THEIR TITLE OR ON SHEETS TITLED b. CONCRETE HOT DIP GALVANIZED (HDG) ON PLAN OR STRUCTURAL STEEL MEMBERS "TYPICAL DETAILS" APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT 1 EPDXY REBAR AND THREADED RODS LOCATED IN EXTERIOR ENVIRONMENTS SHALL BE HDG IN ACCORDANCE WITH ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. SUCH 2 MECHANICAL ANCHORS ASTM A 123. ANY MEMBER THAT HAS HAD ITS HDG COATING DAMAGED OR DETAILS ARE NOT NOTED AT EACH LOCATION THAT THEY OCCUR. REMOVED DURING TRANSPORT OR ERECTION SHALL HAVE ITS COATING REPAIRED 4) ALL EXCAVATIONS AND EARTH FORMS SHALL BE INSPECTED BY THE LOCAL USING ZRC GALVILITE REPAIR COMPOUND OR EQUAL. REPAIR GALVANIZING E. ALL ELEMENTS INDICATED ON THE DRAWINGS SHALL BE ASSUMED "NEW" UNLESS BUILDING INSPECTOR AND INSPECTED BY THE GEOTECHNICAL ENGINEER AFTER WELDING IN ACCORDANCE WITH ASTM A780. OTHERWISE NOTED. AND/OR ENGINEER PRIOR TO PLACING CONCRETE. F. PAINT STEEL (EXCEPT GALVANIZED STEEL AND PORTIONS TO BE ENCASED IN F. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND 5) FIREPROOFING OF STRUCTURAL SYSTEM. CONCRETE) WITH ONE COAT OF PRIMER STANDARD TNEMEC P10-99 OR COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE EQUIVALENT SUBJECT TO ENGINEER'S APPROVAL. ALTERNATES WILL BE INCLUDING, BUT NOT LIMITED TO: 4. STRUCTURAL OBSERVATIONS CONSIDERED UPON REQUEST AND SUBMISSION OF THE MANUFACTURER'S a) SAFETY OF THE PERSONS AND PROPERTY, SPECIFICATIONS. b) MEANS AND METHODS OF CONSTRUCTION, A. STRUCTURAL OBSERVATIONS WILL BE UNDERTAKEN BY PERSONNEL UNDER c) COMPLIANCE WITH APPLICABLE CAL/OSHA REQUIREMENTS AND GUIDELINES, THE SUPERVISION OF THE ENGINEER OF RECORD. STRUCTURAL OBSERVATIONS G. ALL CONCRETE ENCASED STEEL SHALL BE CLEAN OF GREASE, PAINT AND d) ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. ARE SEPARATE FROM THE SPECIAL INSPECTION REQUIREMENTS OUTLINED OTHER CONTAMINANTS. ABOVE. THE CONTRACTOR SHALL BRACE OR SHORE THE CONSTRUCTION AS REQUIRED TO H. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST AISC PROVIDE A SAFE AND TRUE STRUCTURE. WHERE BRACING OR SHORING IS INDICATED B. THE PURPOSE OF STRUCTURAL OBSERVATIONS IS TO REVIEW THE OVERALL 'SPECIFICATIONS' FOR DESIGN, FABRICATION, AND ERECTION OF IN THE DRAWINGS, IT IS DONE SO ONLY AS A COURTESY TO THE CONTRACTOR AND PROGRESS OF CONSTRUCTION AND ASCERTAIN ITS GENERAL COMPLIANCE WITH STRUCTURAL STEEL FOR BUILDINGS. SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY TO COORDINATE THE CONSTRUCTION DOCUMENTS, THESE GENERAL NOTES, AND OTHER THE WORK WITH THE AFOREMENTIONED PROVISIONS. THE ARCHITECT'S OR SPECIFICATIONS, WHERE APPLICABLE. OBSERVATIONS WILL BE NOTED IN I. WELDING SHALL CONFORM TO THE LATEST EDITION OF THE CO < ENGINEER'S JOB SITE REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE REGULAR SITE REPORTS ISSUED TO THE OWNER'S REPRESENTATIVE. A.N.S.I.IA.W.S. D1 .1 STRUCTURAL WELDING CODE. USE E70XX W H CO ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. ELECTRODES. WELDING OF METAL DECK AND OTHER SHEET METAL SHALL _J Z C. UNLESS OTHERWISE AGREED UPON, THE ENGINEER OF RECORD SHALL BE CONFORM TO THE LATEST EDITION OF A.W.S D1 .3, USE E70XX ELECTRODES. D W Z 2. SUBMITTALS ENGAGED TO PROVIDE, AT MINIMUM, A LEVEL OF CONSTRUCTION INVOLVEMENT CC W NEEDED TO OBSERVE THE FOLLOWING AT SIGNIFICANT MILESTONES DURING THE J. LOCATE AND INSTALL ALL ANCHOR BOLTS, EPDXY ANCHORS, AND MECHANICAL m C A. SUBMIT (1) HARDCOPY OR ELECTRONIC PORTABLE DOCUMENT FORMAT (PDF) COPY CONSTRUCTION PROCESS: ANCHORS BEFORE FABRICATING STEEL CONNECTION ELEMENTS. I W 2 OF REQUIRED SUBMITTALS TO OWNER'S REPRESENTATIVE FOR REVIEW. MULTIPLE J D COPIES OF THE SAME SUBMITTAL WILL NOT BE RETURNED. THE CONTRACTOR 1) FOUNDATION REINFORCEMENT AND CONSTRUCTION K. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO VIEW IN THE COMPLETED W W IU SHALL ASSUME RESPONSIBILITY FOR MAKING ANY ADDITIONAL COPIES OF 2) CONCRETE WALL/SLAB REINFORCEMENT AND CONSTRUCTION BUILDING ARE DESIGNATED ARCHITECTURALLY EXPOSED STRUCTURAL STEEL REVIEWED SUBMITTALS, AS MAY BE REQUIRED. THE ENGINEER SHALL HAVE 15 3) STRUCTURAL STEEL FRAMING (AESS) AND ARE SUBJECT TO THE AISC AESS REQUIREMENTS. > 0 WORKING DAYS FROM DATE OF RECEIPT TO COMPLETE AND RETURN THE 4) LATERAL FORCE RESISTING ELEMENTS W W ❑ SUBMITTAL REVIEW. Q ADDITIONAL ENGINEER INVOLVEMENT MAY BE DESIRED. ANY AGREEMENT TO B. SUBSTITUTION REQUESTS SHALL DEMONSTRATE THE REQUESTED SUBSTITUTION'S THAT EFFECT SHALL BE MADE PRIOR TO THE START OF CONSTRUCTION. D uu CO ABILITY TO MEET OR EXCEED THE REQUIREMENTS OF THE ORIGINALLY 9. COLD-FORMED STEELw SPECIFIED ITEM. THE REQUEST SHALL ALSO INCLUDE A ROUGH COST SAVINGS D. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 3 DAYS PRIOR TO 0 Q Q ESTIMATE TO THE OWNER, REFERENCES TO DETAILS WHERE SUBSTITUTION IS TIME OF OBSERVATION AND PROVIDE ACCESS FOR THE OBSERVATIONS. A. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO A.I.S.I. W I— ❑ N I— PROPOSED TO BE APPLIED, AND ALL SUPPORTING DOCUMENTATION REQUIRED FOR "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL � N 0') C THE ITEM BY THIS SECTION OF THE NOTES. E. AN OWNER'S REPRESENTATIVE MAY BE DESIGNATED, BY THE OWNER'S SPECIFIC MEMBERS" LATEST EDITION. e W co o C AUTHORIZATION PRIOR TO THE START OF CONSTRUCTION, WHO WILL HAVE THE Ct C. SHOP DRAWINGS, MILL CERTIFICATES, AND/OR OTHER RELEVANT AUTHORITY TO REQUEST ADDITIONAL ENGINEER INVOLVEMENT OUTSIDE OF THE B. ALL METAL STUDS, TRACK, ETC., SHALL BE FORMED FROM STEEL THAT CO CO o 6 CERTIFICATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL NORMAL DUTIES ASSOCIATED WITH STRUCTURAL OBSERVATION. MEETS THE REQUIREMENTS OF THE ASTM A653, GRADE 33 (Fy=33KS1) FOR H J in < W BEFORE FABRICATION, FOR THE FOLLOWING ITEMS: 18 GAUGE AND THINNER MATERIAL AND GRADE 50 (Fy=50KSI) FOR 16 GAUGE I— Si P" 0- 5. 5. DESIGN BASIS AND THICKER MATERIAL UNLESS OTHERWISE NOTED. NOTE: SUBMITTING COPIES OF THE STRUCTURAL DRAWINGS IS UNACCEPTABLE AND WILL BE REJECTED FOR COMPLETE REVISION. A. CONSTRUCT IN CONFORMANCE WITH THE BUILDING CODE NOTED ABOVE. C. ALL WELDS SHALL BE FILLET, PLUG, BUTT OR SEAM AND SHALL BE MADE IN ACCORDANCE WITH AWS D1.1 . o a u 0 r u Rq 1) STRUCTURAL AND MISCELLANEOUS STEEL B. DESIGN LIVE LOADS (PSF): s ��,a PROF. l a. MILL CERTIFICATIONS FOR ALL STEEL AND ALL FASTENERS. D. ALL MEMBERS SHALL BE GIVEN A COAT OF RUST RESISTANT PAINT, FIELD ��,`o G 1 N F s/go, b. SHOP DRAWINGS INCLUDING AT A MINIMUM ASTM MATERIAL INTERIOR WALLS AND PARTITIONS 5 ABRASIONS AND WELDS SHALL BE TOUCHED UP IN THE FIELD AFTER ;,, . DESIGNATIONS, MEMBER SIZES, SIZES AND TYPES OF WELDS, ERECTION. SIZES AND TYPES OF BOLTS, AND DIMENSIONS. C. DESIGN DEAD LOADS ley .N c. WELD PROCEDURE SPECIFICATIONS FOR EACH TYPE OF WELD TO E. ALL MEMBERS SHALL BE CUT TO BE FITTED AND SEATED PROPERLY TO 'i,��5 BE USED AND PRODUCT DATA FOR WELDING FILLER METAL. 1) SUPERIMPOSED DEAD LOADS PER PROJECT CALCULATIONS ABUTTING MEMBERS. SPLICES IN STUDS SHALL NOT BE PERMITTED. BUTT a,F�R II , fe' d. MANUFACTURER'S PRODUCT DATA FOR PRIMER AND FINISH PAINT, WELDS SHALL BE USED IN ALL BUTT JOINTS IN TRACKS. INCLUDING COLOR CHARTS. EXP. 12131/2021 e. CONTRACTOR SHALL ESTABLISH AND VERIFY REQUIRED TOP OF STEEL 6. NON-SHRINK GROUT F. ALL LOAD BEARING VERTICAL MEMBERS SHALL BE A MINIMUM 3-5/8" DEEP, (T.O.S.) ELEVATIONS, WHETHER INDICATED ON THE DRAWINGS OR NOT, 1-5/8" WIDE FLANGE, 16 GAUGE (SSMA362S162-54 OR SIMILAR). AGAINST ARCHITECTURAL FINISHED FLOOR AND ROOF ELEVATIONS, AND THE A. NON-SHRINK GROUT SHALL ACHIEVE A MINIMUM COMPRESSIVE STRENGTH AT 28 Date: 02/21/2020 STRUCTURAL DETAILS, INCLUDING ANY SPECIFIED OFFSET OR PRE-CAMBER. DAYS (F'c) OF 7,000 PSI. G. RUNNER TRACK SHALL BE MINIMUM ONE GAGE THICKER THAN VERTICAL STUDS Holmes Project Number 19313.10 NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. AND SHALL BE ATTACHED TO CONCRETE WITH .205 INCH SHANK DIAMETER f. BUCKLING RESTRAINED BRACED FRAMES AND GUSSETS. B. NON-SHRINK GROUT SHALL COMPLY WITH ONE OF THE FOLLOWING. POWDER DRIVEN FASTENER PINS AT 16 INCHES O.C. Drawn By: IK Checked By: JE 1) DRY PACK NON-SHRINK GROUT SHALL BE EUCLID CHEMICAL COMPANY'S H. PROVIDE BRIDGING FOR ALL STRUCTURAL WALL STUDS AT 4'-0" O.C. MAXIMUM 2) MECHANICAL ANCHORS AND EPDXY ANCHORS "EUCO-NS", L&M CRYSTEX, MASTER BUILDERS' "MASTERFLOW 713", UNLESS OTHERWISE NOTED, BRIDGING SHALL BE 16 GAUGE 1-1/2" COLD-ROLLED Revision Schedule: a. PRODUCT DATA FOR EACH TYPE OF SYSTEM INCLUDING ANCHOR SIMPSON'S "FX-228", OR FIVE STAR GROUT. CHANNEL (CRC). TESTING IN ACCORDANCE WITH ACI 355.2 FOR MECHANICAL ANCHORS 2) WHERE HIGH FLUIDITY OR INCREASED PLACING TIME IS REQUIRED, USE AND ACI 355.4 FOR EPDXY ANCHORS. EUCLID CHEMICAL COMPANY'S "EUCO HI-FLOW GROUT" OR MASTER I. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS UNLESS NOTED b. CERTIFICATION OF ANCHOR INSTALLERS PER ACI/CRSI WHERE BUILDERS' "MASTERFLOW 928". OTHERWISE. ANCHORS ARE INSTALLED IN HORIZONTAL OR VERTICAL CONDITIONS WITH SUSTAINED TENSION. C. COMPLY WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS AND J. BLOCK ALL JOISTS AT SUPPORTS AND UNDER ALL PARTITIONS WITH FULL DEPTH REQUIREMENTS. BLOCKING WITH A 1-5/8" MINIMUM FLANGE WIDTH. BLOCK ROOF AND FLOOR 3) DEFERRED DESIGN SUBMITTALS SHALL BE SUBMITTED TO THE ENGINEER AND JOISTS AT 8'-0" ON CENTER UNLESS OTHERWISE NOTED. ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO SUBMISSION TO THE 7. PATCHING OF CONCRETE AUTHORITY HAVING JURISDICTION FOR PLAN CHECK AND BUILDING PERMIT: K. BACK-TO-BACK BUILT UP JOISTS OR BEAMS SHALL BE SISTERED (VERTICAL a. STAIRS. REFER TO DESIGN STORY DRIFT PER SECTION 5D. A. ALL INSERT HOLES, SHE-BOLTS, ETC., AND OTHER IMPERFECTIONS ON THE SCREW LAMINATED) WITH #10 SHEET METAL SCREWS AT 6" ON CENTER IN (2) b. EXTERIOR CLADDING. REFER TO DESIGN STORY DRIFT PER SECTION 5D. SURFACES OF THE CONCRETE SHALL BE FILLED WITH GROUT, BRUSHED AND ROWS STAGGERED UNLESS OTHERWISE NOTED. SACKED TO A UNIFORM FINISH. ALL HOLES THROUGH TO THE OUTSIDE OF THE BUILDING MUST BE MADE WATERTIGHT. L. ALL STUDS AND COLUMNS LOCATED OVER COLD FORMED STEEL WALLS SHALL HAVE 3. SPECIAL INSPECTION REQUIREMENTS AND TESTING A STUD OR COLUMN OF EQUAL OR GREATER SIZE LOCATED IN THE WALL B. MATERIALS AND METHODS USED FOR PATCHING OF CONCRETE IN THE EVENT DIRECTLY BELOW UNLESS OTHERWISE NOTED. A. PROVIDE SPECIAL INSPECTIONS AND TESTING FOR ALL ITEMS AS REQUIRED OF SPALLING, HONEYCOMBING, LARGE CRACKS, ETC., SHALL BE BY MASTER BY THE GOVERNING JURISDICTION. BUILDERS, SIKA, OR EQUIVALENT. FINAL FINISHED APPEARANCE SUBJECT TO M. THE STRUCTURAL DESIGN ASSUMES THAT ALL FLOORS AND ROOFS ARE APPROVAL. SUBSTITUTES WILL BE CONSIDERED UPON SUBMITTAL OF CONSTRUCTED AND LOADED WITH FINISHES (OR EQUIVALENT WEIGHT) PRIOR TO Sheet Title: B. THE OWNER SHALL BE RESPONSIBLE FOR RETAINING AN INDEPENDENT, MANUFACTURER'S TESTING REPORT. THE TIME OF DOOR AND WINDOW INSTALLATION. QUALIFIED INSPECTOR AND/OR TESTING LAB TO PERFORM ALL REQUIRED GENERAL TESTING AND SPECIAL INSPECTIONS. N. BUILT-UP COLD-FORMED STEEL MEMBERS (INCLUDING SPLICES, DOUBLE/KING/ JACK/JAMB STUDS, AND BOXED HEADERS) SHALL BE INTERCONNECTED WITH C. IF INITIAL TESTS OR INSPECTIONS MADE BY THE OWNER'S TESTING AGENCY STITCH WELDS TO ACHIEVE A FLUSH SURFACE FINISH, UNLESS OTHERWISE NOTES REVEAL THAT ANY PORTION OF THE WORK DOES NOT COMPLY WITH THE CONTRACT NOTED. CLEAN AND PAINT ALL WELDS, INCLUDING ANY ADJACENT DAMAGED DOCUMENTS, ADDITIONAL TESTS, INSPECTIONS, AND NECESSARY REPAIRS WILL AREAS, WITH ZINC-RICH PAINT IMMEDIATELY AFTER WELDING. BE MADE AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER OF NON-CONFORMING WORK. THIS 2 NOTIFICATION SHALL SPECIFICALLY ADDRESS THE NON-CONFORMING WORK co AND SHALL BE SEPARATE FROM THE SPECIAL INSPECTION REPORTS. m o Sheet Number: r O N O N s 0 0 1 C7 N PERMIT / BID DOCUMENTS All drawings and written material appearing herein constitute original and unpublished work of the Structural Engineer and may not be duplicated, used or disclosed without consent of Structural Engineer. a (r---,) ---**-"millitti\ .. IL ___ TTSD SECURE VESTIBULES 14850 SW 132ND AVENUE TIGARD, OR 97224 0 h OH PLANNING+DESIGN, ARCHITECTURE 115 NW 1st Ave, Ste. 300 Portland, OR 97209 t 503.280.8000 f 503.224.5442 Consultants: Holmes Holmes Structures ,/ 1615 SE 3rd Ave, 5th Floor -- .__ / / XJ Portland,Oregon 97214 USA DET. NO/SHT. NO. / w^ ,�f w wr�r T:503 673 9323 holmesstructures.com AIIIkGRID LINE KEYNOTE TAG MATCHLINE Mr ir «, ELEVATION REVISIONS COLUMN TAG NORTH ARROW DWG 7______A— DWG. ga - --�/ DWG. I � SHEET A l I A 12/ SHEET SHEET CD SECTION SECTION DETAIL ELEVATION W I— co _1z 1- 2 GENERAL SYMBOLS co W m w� W 5-002 114" = 1'-0" C coW 0 W > a 0 W W 0 CC ❑ ❑ n/ w CK z CO Vz W Q Q � 0 N ` Z h - Ch ❑ W - o u) m 0- (A) ABOVE LLV LONG LEG VERTICAL J LS Q W A.B. ANCHOR BOLT LV. LEVEL co 0 ADD'L ADDITIONAL L.S. LAG SCREW I- < ^ 0- ADJ. ADJACENT LVL LAMINATED VENEER LUMBER A.F.F. ARCHITECTURAL FINISHED FLOOR L.W. LIGHT WEIGHT APPROX. APPROXIMATE MAX. MAXIMUM ARCH. ARCHITECT M.B. MACHINE BOLT A.T.R. ALL THREAD ROD MECH. MECHANICAL R 11 C T U if (B) BELOW MIN. MINIMUM St Ep PRQ►�\> BLDG. BUILDING MISC. MISCELLANEOUS •cV' BLKG. BLOCKING (- 0 O `O ML. MICROLLAM c� BM. BEAM MTL. METAL ��`' B.N. BOUNDARY NAILING (N) NEW -` B.O. BOTTOM OF N.I.G. NOT IN CONTRACT O BOT. BOTTOM N.S. NEAR SIDE BTWN. BETWEEN N.T.S NOT TO SCALE �� CENTERLINE �� g C.F. CUBIC FEET N.W. NORMAL WEIGHT 11 , 4. C.I.P. CAST IN PLACE O.C. ON CENTER `O _ B. ' C.J. CONSTRUCTION JOINT O.Q. OUTSIDE DIAMETER ry-, CLR. CLEAR OPNG. OPENING EXP. 12/3112021 CMU CONCRETE MASONRY UNIT OPP. OPPOSITE CNTR. CENTER PAR. PARALLEL COL. COLUMN PERP. PERPENDICULAR CNTRSNK. COUNTER SUNK PL PLATE Date: 02/21/2020 COLL. COLLECTOR PSL PARALLEL STRAND LUMBER COMP. COMPACTED PLYWD. PLYWOOD Holmes Project Number: 19313.10 CONC. CONCRETE P.T. PRESSURE TREATED COND. CONDITION PIT POST TENSIONED Drawn By: fK CONN. CONNECTION REF. REFERENCE CONT. CONTINUOUS R.C. RELATIVE COMPACTION Checked By: JE DBL. DOUBLE REINF. REINFORCING DET. DETAIL REQ'D REQUIRED DIA. 0 DIAMETER REV. REVISION Revision Schedule: DIAPH. DIAPHRAGM S.A.D. SEE ARCHITECTURAL DRAWINGS DIM. DIMENSION S.C.D. SEE CIVIL DRAWINGS DN. DOWN S.L.D. SEE LANDSCAPE DRAWINGS DWG. DRAWING S.M.D SEE MECHANICAL DRAWINGS (E) EXISTING SCH. SCHEDULE EA. EACH SHT. SHEET E/E EACH END SHTG. SHEATHING EIF EACH FACE SIMP. SIMPSON EL. ELEVATION SIM. SIMILAR EMB. EMBEDMENT S.O.G. SLAB ON GRADE E.N. EDGE NAILING SPEC. SPECIFICATIONS EQ. EQUAL SQ. SQUARE EQUIV. EQUIVALENT STAG. STAGGERED EIS EACH SIDE STD. STANDARD EIW EACH WAY STIFF. STIFFENER EXT. EXTERIOR STL. STEEL FDN. FOUNDATION S.W. SHEAR WALL FIN. FINISH SYM. SYMMETRIC FLR. FLOOR T&B TOP AND BOTTOM F.N. FIELD NAILING T&G TONGUE AND GROOVE F.S. FAR SIDE THK. THICK FT. FEET THR'D. THREADED FTG. FOOTING THRU THROUGH GA. GAUGE T.O. TOP OF GALV. GALVANIZED T.O.0 TOP OF CONCRETE G.L. GRID LINE T.O.S. TOP OF SLAB/STEEL Sheet Title: GLB GLUED LAMINATED BEAM TRNSV. TRANSVERSE SYMBOLS HD HOEDOWN TS TUBE STEEL H.D.G. HOT DIP GALVANIZED TYP. TYPICAL HDR. HEADER U.O.N UNLESS OTHERWISE NOTED HORIZ. HORIZONTAL VERT. VERTICAL ABBREVIATIONS HT. HEIGHT V.I.F. VERIFY IN FIELD HSS HOLLOW STRUCTURAL STEEL V.W.A. VERIFY WITH ARCHITECT I.D. INSIDE DIAMETER W/ WITH IN. INCH WD. WOOD INT. INTERIOR W/O WITHOUT LB POUND W.P. WORKING POINT LONG. LONGITUDINAL WT. WEIGHT 2 Q 00 cry o (1 ABBREVIATIONS Sheet Number: r S-05) N.T.S. 0 S sem 0 0 2 0) r N PERMIT / BID DOCUMENTS All drawings and written material appearing herein constitute original and unpublished work of the Structural Engineer and may not be duplicated, used or disclosed without consent of Structural Engineer. 411 (1:93 I , 1. L —..ili TTSD SECURE VESTIBULES 0 14850 SW 132ND AVENUE TIGARD, OR 97224 A Oh�7 0 h _____ , _______ _ , 4 '. 4 — - f PLANNIN +DE I N, ARCHITECTURE I115 NW 1st Ave, Ste. 300 __--- - e ~ Portland, OR 97209 4 Y ��1 I __ f 503.280.8000 f 503.224.5442 ��1-- " --- ~ Consultants: 0-1.1.-1111114 - Y \\\I __--- ~ Holmes I Holmes Structures i ti 1615 SE 3rd Ave,5th Floor Portland,Oregon 97214 USA I T:503 673 9323 i,olmesstructures.com 4 I I 4 \\ 11 .... S \ .,_____________,,, u__,, , ,4 AREA OF STRUCTURAL WORK — HSS4x6x1/4 FLAT HDR. I �\-, 41 ABOVE (BELOW CEILING) CO >n.I ..L l I —11 - - _ ___. . . . -- --- - - - fi - TYP. — - - I • , 411111 Y0 W I— u) 4 S-501 AT TOPZ I— Mil ' pPNG. '4'-S" 4 — ijiodirt -Ami S-501 W Z MAX 1 ,i 4 S-501 TYP I CO 2 i O ; •wr©0� TYP.AT AT HDR I w - J ��'f S-501 BASE I COJ L VJ ' ' f \f 4� J TYP- HSS4x4x318 POSTS � W W U r fel. 1 AT HDR O l _ Y t O HSS4x4 TYP. AT 1 4 - - - TOP CONN.4 \ki_ W W ❑ 11\ �4 \ W N 1 ❑ I- 1 I ` I U) (2 ci f` � � Ico r Et ____ - - \i• iL� " 4 L �� ❑ w cno �� F— J as LU \ \+ SHEET NOTES: F— � � ' [1 4 I4 1.SEE ARCH. DRAWINGS FOR INTERIOR METAL STUD WALL DETAILS AND BRACING. 4 I I 1 � - -�' Y0 , R110�R 4 _ 5OktD PROS Cs 4 O� G _ � — _ f — KEY NOTES: 'c� a l -- \...\---),11 ,/o 4 1 NEW OPENING IN EXISTING REINFORCED CMU. CONTRACTOR TO LOCATE EXISTING VERTICAL AND HORIZONTAL REINFORCII o 'FSR B. y IN WALL BEFORE CUTTING OR DRILLING. OPENING HEIGHT TO MATCH MIN ARCH OPENING HEIGHT OF 7'-4"AND EXTEND OPENING HEIGHT TO BOTTOM OF NEXT REINFORCED BOND BEAM. EXISTING REINFORCED BOND BEAMS ARE 48" O.C. EXP. 12!3112021 I EXISTING VERTICAL BARS ARE 32"O.C. EXISTING WALLS ARE NOTED AS FULLY GROUTED PER EXISTING DRAWINGS. 4 I Date: 02/21/2020 Holmes Project Number: 19313.10 } ' Drawn By: 1K I `1 LEGEND: Checked By: JE 4 Revision Schedule: WALLS 1 HATCHING (INSIDE AREA OF STRUCTURAL WORK) 4 \ -i 4 I F\--\ \\\\\ 1 (E)CMU WALL 1IP 4 4 } \ (E)OR NON-BEARING WALL I } 4 I 1 4 S y I \ KEY PLAN 4 Sheet Title: F L R \ \_ FIRST00 4 PLAN .1!111 co2 VP 0Sheet Number: o 0 FIRST FLOOR PLAN o --- 114"= 1'-0" Mrc) o s _2 3 1 c.i. -,__.,_ PERMIT I BID DOCUMENTS All drawings and written material appearing herein constitute original and unpublished work of the Structural Engineer and may not be duplicated, used or disclosed without consent of Structural Engineer. ,swim. _ _ _ _ 71A.,. yi, .t ra..) n 4 0 i (3n PL 318"x6"x0'-9"WI t..1...-4 (4)318" x 2 1/2"SIMPSON 'M1'�'A 0 cV TITEN HD ANCHORS rL .....,,, PLAN A-A 1/4 L 114 ' TTSD SECURE PL 318"x5"x0'-6"T&B K VESTIBULES X j a HDR. PER PLAN z 14850 SW 132ND AVENUE 4 r TIGARD, OR 97224 \ A I— I4_til -. I — _I , a 0 h I 1/emArx.i., x z-- (2)SIDES TYP.) OH PLNING+DESIGN, l114 V 6" x X ARCHITECTURE ________1../'( '; 115 NW 1st Ave,Ste.300 (E)CMU WALL — \___K >' Portland,OR 97209 -y t 503.280.8000 f 503.224.5442 (4- HSS BEAM TO CMU WALL CONNECTION Consultants: S-50:_1yl 1„ 1'-0'' 6'-8"V.I.F. Holmes (E)W14x26 ROOF Holmes Structures 1=17-- f=.=BEAM, TYP. 1615 SE 3rd Ave,5th Floor Portland,Oregon 97214 USA 1:503 673 9323 hotmesstructures-com TYP. 1/4 r - H SS4x4x 114 t j. i_rf (2)SIDES TYP.\, 114 VN 1 r N r L6x4x318 x 3"(LLV) EIS 112"0 BOLT(PLACE BOLT AT TOP OF VERT. LONG SLOT IN HSS) HSS COL. PER PLAN - + - F- -›— Ir3 HSS COLUMN TOP CONNECTION CO CO 2 Z S-501 1" = 1'-0" � C co� J c WW V c 0 W W 0 W 0 ❑ V < ¢ cn ,1 cNi TYP./ 114 V ❑ W o ct CI- (3)SIDESTYP/ 114V I co,- ~ HDR. PER PLAN N. I L1111 + QED PROFS t� ssi 1 I I �4.��,�4 G I H F oy9( MAX. j , . N L6x4x318 x 4" (LLH)T&B,TYP. -- HSS COL. PER PLAN — I 'PER B. I ___"„j_ EXP. 1213112021 Date: 02/21/2020 (20 HSS BEAM TO HSS COLUMN CONNECTION Holmes Project Number: 19313.10 \,,=?o� 1" = 1'-o" Drawn By: IK Checked By: JE Revision Schedule: HSS COL. PER PLAN 114 - 518"0 EXPANSION ANCHORS W/ 1 112"MIN., 3 112" EMB., TYP. TYP BASE PL 318"x5"x0'-10" Sheet Title: NON-SHRINK GROUT DETAILS _ (1 112"MAX.) 1 I Wj./\< >\/ .1.----<,, (E)S.O.G. PER PLAN 2 Q 0) M ti Sheet Number: 0 (1 HSS COLUMN BASE CONNECTION o \\S„:50;1/ 1"= 1'-0" N O s _ 5 0 -11 N CD N PERMIT / BID DOCUMENTS 4 C\)1 O 7 I) i -.. its...1." n 1 - J MECHANICAL SYMBOLS AND ABBREVIATIONS IV .._--- ------ SYMBOL ABBREV. DESCRIPTION Lb— _411 lI ter`— P ANCCIIPAL SPRINKLER Oiimpri------- \-\ TTSDVESTIBULES SECURE , \ 11.1! _____-^ RECEPTIONI O SENSOR (DDC) L` ° Q WALL MOUNTED THERMOSTAT 14850 SW 132ND AVENUE LOUNGE TIGARD, OR 97224 A202 HEALTH RR '_------- (E) FIRE X DEMOLISHED / RELOCATED I ^ SUPPLY DIFFUSER/GRILLE SPRINKLE - TYP. I \f EXISTING %NEALTN /\ 0 11 I A2a6 I — SUPPLY DIFFUSER/GRILLE ffi N E W STAFFRR r /\ SUPPLY DIFFUSER/GRILLE AARCHITECTURaESIGN, 1 REMOVE AND 1, RELOCATE DIFFUSER l `6l _ . I 115 NW 1st Ave, Ste. 300 I� ■ - Portland, OR 97209 — ! - ti�,f1 (E) FIRE I l �u 1 71 J SPRINKLER - TYP. f 503.224.5442 ' y .+ i f 503.224.5442 '� N Consultants! I RE/ADVE AND 1 I 7 r ",1 1 _ 1 • OCATE S — — "'"'m DIFFUSER AND ---1-11FIRE/SMOKE l i DIFFUSER/ GRILLE WITH CIATES , INC . : D N S U LT L N G ENGINEERS r� FSD - TYP. MECHANICAL AND XE Er OELECTRICAL SYSTEMS �` l CAMPER. SEE '/M201 6915 SW MACADAM AVE. 0 CONFERENCE ' SUITE 200 4YO "214 PORTLAND, OREGON 97219 =OYS RR A213 7 A210 EXTERIOR COURT X ' Doo PHONE: 503.892.1188 FAX: 503.892.1 190 \ _....----- I CONTACT... MARK GARAND 1 engineeringAmke-inc.com l - K GIRLS RR A211 COUNSELOR A218 -- SPEC ED RR I A217 I f MAIN ENTRY r � A229 �KNDERGARTE _ o - CORRIDOR �A212J l f-- X I 11 N U) Q / LU OOOR PLAN DEMOLITION - MECHANICAL ,. J Z W 118 - 1 -0 — NMI ■ ■ ■ ■ I. C e'-0" 16'-0• 32'-0" 64'-0• GENERAL NOTES: I. W W 7 1. ALL WORK TO CONFORM TO THE REQUIREMENTS OF J 4 5 B THE 2019 IBC, 2019 OMSC, 2019 ZERO CODE AND LL! ALL OTHER APPLICABLE CODES AND REGULATIONS W r , INCLUDING NFPA AND OREGON FIRE CODE. `.J \ O l — j 2. COORDINATE INSTALLATION WITH OTHER TRADES. W W ❑ l � — 3. CONTRACTOR TO FURNISH AND INSTALL ALL L.L — EQUIPMENT AND APPURTENANCES PER MANUFACTURERS 0 r — �- REQUIREMENTS AND RECOMMENDATIONS. U z \ \ w W I 4. PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT LL1 Q 1 REQUIRED TO INSTALL A COMPLETE AND FULLY —\ N�N � -----------1OPERATING SYSTEM. L.I<.. m ❑ W `' O 03 Q! • ,�' , PRINCIPALJ Q W iiiiiiil '� a2a3 1 Ioo . <C i. 0_0_ O I`s , l lI KEYED NOTES:0 LOUNGE A202 j 1. RELOCATE DIFFUSER AND FSD IN EXISTING GRID. RECEPTION EXTEND AND CONNECT DUCTWORK. ��Ep PROFFs, HEALTH - [A207 �C7��N�' I N::.`�� Azar © 0 , QD. , (4) 2. NEW RADIANT CEILING PANEL (750 WATTS). .. 7 ,95 HEALTH �L/"{.tom I A2D6 C3) 3. STAND ALONE T-STAT. FOR NEW RADIANT PANELS. 1 . - , —, L / ---A L . . 4. EXTEND AND MODIFY SPRINKLER SYSTEM PER NFPA 13 -r tie 2,2° pv �� © TO NEW SPACE LAYOUT. ADD SPRINKLER AS ragN C. A�� STAFF RR A205 j � ■ ■ ■ ♦� REQUIRED. l1 �� !�1 .m�+.' I E '�� _ - EXPIRES 12-31-2' -` ■6, ■ IMIF � 0 5. BUILDINGI MANAGEMENT SYSTEM. SHOW DE TEMPERATURE SENSOR TIED AVESTIBULE �•..� ;.,� r. (E) FIRE –,� � � �- SPRINKLERTYP00001 . TEMPERATURE AND PROVIDE ALARM WHEN VESTIBULE Date: 02/21/2020 Voir IS BELOW 40 DEG. F FOR MORE THAN 30 MIN. 101 iiimiwiloolili, (ADJ.). COORDINATE WITH BUILDING CONTROLS Project Number: 90053 .� -. , I . . _.' ... ~.` 14411- All,111111„„..--,---,-- Ast CONTRACTQR AND SCHOOL DISTRICT. Drawn By: KP sig iimiiil i , _ IO 6. RELOCATE LINEAR DIFFUSER. IN NEW/EXISTING GELLING Checked By: BA 11111111140011 �g. M! _ p LAYOUT. EXTEND AND CONNECT DUCTWORK. ItAiiLW —,� dEr (E} DIFFUSER/ GRILLE� .' ■ - Recision Schedule: v WITH FSD TYP. 1111111g11111111111111111 I. /INM .1111111111111.11\ T WORK � �� '�■ SIM 0 \A213 1114117111 .61"111' S �� © ,.■�KBOYSA210 ��■►_ ►_�■��e ■IT\cii K GIRLS RR COUNSELOR I ■■I I A211 LA218 1 ■■I SPEC ED RR II _L ■■I 1 — - - A217 - - — Imo - - '� �1 s �� ■I 4 l l . MI * 1 ■■ _ l o_,-- c-) ■■ r N SPECIAL ED HI NEEDS Sheet Title: N� A218 A219 FLOOR PLAN - r CC0.1 0 o� MECHANICAL CNI I() CI ix 'W fr OZ Z a aCO N Q am Sheet Number: z csi 0 FLOOR PLAN - MECHANICAL , 0 / 118 = 1 -0" 0 118" = 1,�8,� m — ■ ■ ■ ■ ■ ■ ■ ■ M 2 0 1 I- 0 8'-0• 16'-0• 32'-0" 64'-0" 1-p 0 - 0-X PERMIT/BID DOCUMENTS ) ..(;) / 1 / , / 1 t POWER DEVICES LIGHTING DEVICES ABBREVIATIONS GENERAL NOTESim----- -----) , O DUPLEX RECEPTACLE [+ 1$"] I of SURFACE MOUNTED LIGHT FIXTURE EF FU UREG TO REMAIN 1. CONTRACTOR SHALL VISIT SITE AND BECOME THOROUGHLY FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO BIDDING. ELECTRICAL OUTLETS, DEVICES AND EQUIPMENT TO BE DEMOLISHED ARE SPECIFICALLY NOTED. EXISTING ELECTRICAL OUTLETS, DEVICES AND EQUIPMENT TO REMAIN ARE iff DUPLEX RECEPTACLE [ABOVE COUNTER] • SURFACE MOUNTED EMERGENCY LIGHT FIXTURE R) EXISTING TO BE RELOCATED SHOWN WITH "(E)" DESIGNATION OR OTHERWISE SPECIFICALLY NOTED. NOT ALL EXISTING TO REMAIN ELECTRICAL IS SHOWN AND IF DISCOVERED D) EXISTING TO BE DEMOLISHED SHALL BE MAINTAINED UNLESS OTHERWISE NOTED. • DOUBLE DUPLEX RECEPTACLE [+ 18"] 0 SURFACE MOUNTED LIGHT FIXTURE AB ABOVE COUNTER BACKSPLASH AC ALTERNATING CURRENT 2. LABOR AND MATERIALS REQUIRED TO CHANGE THE EXISTING ELECTRICAL INSTALLATION AS INDICATED SHALL BE PROVIDED. DRAWINGS ARE mt DOUBLE DUPLEX RECEPTACLE [ABOVE COUNTER] • SURFACE MOUNTED EMERGENCY LIGHT FIXTURE A, AMP AMPERES DIAGRAMMATIC AND DO NOT SHOW ALL EXISTING INTERCONNECTING COMPONENTS. DUPLEX RECEPTACLE IN CEILING AFF ABOVE FINISHED FLOOR LI RECESSED FLUORESCENT LIGHT FIXTURE AFG ABOVE FINISHED GRADE 3. UNLESS OTHERWISE NOTED, REMOVE EXISTING ELECTRICAL OUTLETS, DEVICES, EQUIPMENT AND ASSOCIATED CONDUITS, CONDUCTORS AND HARDWARE DOUBLE DUPLEX RECEPTACLE IN CEILING RECESSED EMERGENCY LIGHT FIXTURE AAFIJ AUTHORITY HAVING CIRCUIT JINTERRUPTER IN AREAS SCHEDULED FOR DEMOLITION AND AS SOWN ON DRAWING. COORDINATE WITH ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS. TTSD SECURE EXTEND AND RECONNECT ANY INTERRUPTED CIRCUITS TO OTHER EXISTING ELECTRICAL OUTLETS, DEVICES AND EQUIPMENT WHICH ARE TO REMAIN. O FLUSH FLOOR BOX DUPLEX RECEPTACLE \ AIC EQUIPMENT SHORT CIRCUIT INTERRUPT RATING. THE CONTRACTOR SHALL INCLUDE COSTS FOR LABOR AND MATERIALS REQUIRED TO MAINTAIN EXISTING SYSTEMS INDICATED FOR REUSE. VESTIBULES RECESSED FLUORESCENT LIGHT FIXTURE AL ALUMINUM ® SPECIAL PURPOSE POWER RECEPTACLE [+ 18"] ALC AUTOMATIC LIGHTING CONTROL 4. EXCEPT AS MAY BE SPECIFICALLY INDICATED, OWNER SHALL HAVE FIRST RIGHT OF SALVAGE OF ELECTRICAL MATERIALS AND EQUIPMENT INTENDED RECESSED EMERGENCY LIGHT FIXTURE ATS AUTOMATIC TRANSFER SWITCH FOR DEMOLITION. OTHERWISE ELECTRICAL MATERIALS AND EQUIPMENT REMOVED FROM THE EXISTING INSTALLATION IN THE COURSE OF PERFORMING 14850 SW 132ND AVENUE ® ELECTRICAL EQUIPMENT CONNECTION I. .] PENDANT LIGHT FIXTURE AUX AUXILIARY THE INDICATED WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. TIGARD, OR 97224 AWG AMERICAN WIRE GAUGE ® POWER/DATA POLE 711111141 PENDANT EMERGENCY LIGHT FIXTURE C CONDUIT 5. CONTRACTOR SHALL PROVIDE NECESSARY LABOR AND MATERIALS TO MAINTAIN TEMPORARY ELECTRICAL SYSTEMS AS MAY BE REQUIRED BY ARCHITECT CB CIRCUIT BREAKER OR OWNER IN OPERATION DURING THE CONSTRUCTION PERIOD. Oh ® MAGNETIC STARTER i o I STRIP LIGHT FIXTURE CKT CIRCUIT CLG CEILING 6. THE CONTRACTOR SHALL CAREFULLY REVIEW THE ARCHITECT'S PROJECT CONSTRUCTION PLAN AND SCHEDULE AND COORDINATE WORK WITHIN THOSE E, SAFETY SWITCH 1—*—1 EMERGENCY STRIP LIGHT FIXTURE CT CURRENT TRANSFORMER LIMITATIONS. COORDINATE WORK OF DIVISION 26 WITH THAT OF OTHER DIVISIONS PRIOR TO ROUGH-IN. COPPERCU , FUSED SAFETY SWITCH .E RECESSED DOWNLIGHT DC DIRECT PI-1 FUSED 7. EXISTING ELECTRICAL SYSTEMS, CONDUIT AND WIRING WHICH ARE NOT TO BE DEMOLISHED SHALL BE PROTECTED FROM DAMAGE DURING THE ARCHITECTURE ELECTRICAL MOTOR CONNECTION , RECESSED EMERGENCY DOWNLIGHT DISC DISCONNECT DEMOLITION AND CONSTRUCTION PHASES. S.] DIA DIAMETER 115 NW 1st Ave, Ste. 300 SINGLE-POINT ELECTRICAL CONNECTION DIV DIVISION 8. ABANDONED WIRING SHALL BE REMOVED COMPLETELY BACK TO THE SOURCE: EXISTING CONDUIT MAY BE REUSED IF PRACTICAL, CAPPING OFF Portland, OR 97209 WALL WASH FIXTURE DP DISTRIBUTION PANEL CONDUIT STUBS THAT MAY REMAIN. CONDUIT PENETRATING WALLS AND FLOORS WHICH ARE TO REMAIN SHALL BE CUT OFF FLUSH. SEAL ABANDONED t 503.280.8000 E PUSH BUTTON CONTROL [1- 45"] E-10-1 WALL MOUNTED LIGHT FIXTURE DWG DRAWING CONDUIT. f 503.224.5442 EF EXHAUST FAN UP/DOWN/STOP PUSH BUTTON CONTROL [+ 45"] 13-110-1 WALL MOUNTED EMERGENCY LIGHT FIXTURE EMT ELECTRICAL METALLIC TUBING 9. INFORMATION GIVEN ON THE DRAWINGS IN REFERENCE TO EXISTING FEATURES HAS BEEN OBTAINED FROM RECORD DRAWINGS AND RECENT Cons ENCL ENCLOSURE OBSERVATION, BUT CANNOT BE GUARANTEED TO BE COMPLETELY ACCURATE IN ALL RESPECTS. VERIFY ALL INFORMATION BEFORE PROCEEDING WITH r /ij Er TRANSFORMER 0 PENDANT MOUNTED LIGHT FIXTURE FA FIRE ALARM ANY WORK. FAA FIRE ALARM ANNUNCIATOR 0 COMBINATION POWER/DATA/TELE PENDANT MOUNTED EMERGENCY LIGHT FIXTURE FBO FURNISHED BY OTHERS 10. UNLESS OTHERWISE NOTED NEW CONDUIT SHALL BE CONCEALED IN CEILING SPACES, WALLS OR TUNNELS. WHERE ROUTED ABOVE CEILINGS KEEP FLUSH FLOOR BOX FC FOOT CANDLES TIGHT TO STRUCTURE AND PARALLEL TO BUILDING LINES. NO EXPOSED CONDUIT OR SURFACE RACEWAY ALLOWED EXCEPT WHERE SPECIFICALLY KE 5 ASSOCIATES . INC SURFACE MOUNTED LIGHT FIXTURE FLA FULL LOAD AMPERES NOTED. a N s u �.T i N o ENGINEERS JUNCTION BOX 0 FSD FIRE/SMOKE DAMPER MECHANICAL AND ELECTRICAL SYSTEMS J-BOX - W/ EMERGENCY CIRCUIT SURFACE MOUNTED EMERGENCY GEN GENERATOR 11. COORDINATE EXACT LOCATION OF POWER AND LOW VOLTAGE DEVICE OUTLETS AND EQUIPMENT WITH ARCHITECTURAL AND MECHANICAL DRAWINGS 6915 SW MACADAM AVE. 0 LIGHT FIXTURE GFI GROUND FAULT CIRCUIT INTERRUPTER PRIOR TO ROUGH-IN. SUITE 200 ® FLUSH AUTOMATIC DOOR ACTUATOR [+45"] GND GROUND PORTLAND, OREGON 97219 T i LINEAR WALL MOUNTED LIGHT FIXTURE HP HORSEPOWER 12. CONDUCTOR DESIGNATIONS "TIC MARKS" MAY NOT APPEAR ON THE DRAWINGS. CONDUCTORS SHALL BE PROVIDED AS NECESSARY TO ACCOMPLISH PHONE: 503.892.1188 dr HTR HEATER THE INTENT OF THE CIRCUITING. FAX: 503.892.1190 im LINEAR WALL MOUNTED EMERGENCY FIXTURE IG ISOLATED GROUND CONTACT... MARK GARAND / KCMIL THOUSAND CIRCULAR MILS 13. VERIFY EXACT ROUTE OF SURFACE MOUNTED RACEWAY WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN. engineering©mke-inc.com DISTRIBUTION & EQUIPMENT 1--F BATTERY PACK EMERGENCY LIGHT FIXTURE KW KILOWATTS CEILING MOUNTED EXIT SIGN KVA KILOVOLT-AMPERES 14. WHERE CONCEALED CONDUIT RUNS ARE FISHED IN EXISTING WALLS, FLEXIBLE CONDUIT MAYBE USED. (SIGN FACE) LTG LIGHTING a FLUSH ELECTRICAL PANEL [MAX 6'-6" TO TOP] LCP LIGHTING CONTROL PANEL ®I WALL MOUNTED EXIT SIGN [+ 18" ABOVE DOOR] MAX MAXIMUM 15. CONDUIT PENETRATIONS THROUGH WALLS, FLOORS, OR CEILING SHALL BE MINIMUM 1" DIA. CONDUITS PENETRATING FIRE RATED CORRIDORS, WALLS, ® SURFACE ELECTRICAL PANEL [MAX 6'-6" TO TOP] MB MAIN BREAKER FLOOR, OR CEILING SHALL BE SEALED OFF ACCORDING TO APPROPRIATE CODES. $ SINGLE-POLE SWITCH [+ 45"] MCA MINIMUM CIRCUIT AMPERES i=rFLUSH CONTROL PANEL [MAX 6'-6" TO TOP] MDP MAIN DISTRIBUTION PANEL 16. WHERE SURFACE RACEWAY IS ROUTED OVER TOP OF WALL OR CEILING MOULDING. CUTTING OF MOULDING MAY BE ACCOMPLISHED ONLY WITH $2 TWO-POLE SWITCH [+ 45"] MFR MANUFACTURER WRITTEN PERMISSION FROM THE DISTRICT, OR AS NOTED ON DRAWINGS. SEE ARCHITECTURAL DOCUMENTS © SURFACE CONTROL PANEL [MAX b'-6" TO TOP] MIN MINIMUM $3 THREE-WAY SWITCH [+ 45"] MISC MISCELLANEOUS 17. DEMOLITION OF EXISTING LOW-VOLTAGE CABLING SHALL BE COORDINATED WITH THE DISTRICT TO AVOID DAMAGE TO EXISTING CABLING AND/OR El U.G. VAULT MLO MAIN LUGS ONLY EQUIPMENT INTENDED TO REMAIN. $K SINGLE POLE-KEY SWITCH [+ 45"] MSP MAIN SERVICE PANEL CI METER BASE Sr SOCKET MTD MOUNTED $1_„ LOW VOLTAGE SWITCH [+ 45"] NEC NATIONAL ELECTRICAL CODE •• / NL NIGHT NATIONAL LIGHTLECTRICAL MFGR'S ASSOCIATION. / DRAWING INDEX r $o DIMMER SWITCH [+ 45"] NTS NOT TO SCALE REFERENCE SYMBOLS & WIRING $o OCCUPANCY SENSOR SWITCH [+ 45"] OFCI OWNER FURNISHED, CONTRACTOR INSTALLED DWG DESCRIPTION 0E01 OWNER FURNISHED, OWNER INSTALLED OS CONDUIT WITH ® OCCUPANCY SENSOR 360' CEILING MOUNT PH, 0 PHASE OCCUPANCY SENSOR E-101 TITLE SHEET & ENLARGED MOF ROOM ' 12 GROUND CONDUCTOR PNL PANEL E-200 POWER & LOW-VOLTAGE DEMO PLAN rn NEUTRAL CONDUCTOR © OCCUPANCY SENSOR POWER PACK SDP SUB DISTRIBUTION PANEL E-201 POWER & LOW-VOLTAGE PLAN u f PHASE CONDUCTOR SWBD SWITCHBOARD LL] I— E-201 ARROW / SWGR SWITCHGEAR E-300 LIGHTING DEMO PLAN J Z TB TERMINAL BOARD E-301 LIGHTING PLAN j W I-- 0 PLAN NOTE MARK TELECOMMUNICATION DEVICES TKTEL INSTALLONE TOE KICK E-400 ELECTRICAL DETAILSZ TYP TYPICAL - W © VOLTS rr V DATA OUTLET [+ 18"] UPS UNINTERRUPTIBLE POWER SUPPLY E-500 ELECTRICAL PANEL SCHEDULES . LL] SHEET REFERENCE MARK V DATA OUTLET [ABOVE COUNTER] VA VOLT-AMPERES u J v VDATA OUTLET ON CEILING. VFD VARIABLE FREQUENCY DRIVE LL! W © MECHANICAL. EQUIPMENT NOTE MARK VR VANDAL RESISTANT > L.L 0 W WATT 0 W/ WITH LU W ( xXXXX ) FEEDER MARK / W/O WITHOUT FIRE ALARM DEVICES WG WIRE GUARD [+ XX"] STANDARD MOUNTING HEIGHT UNLESS WP WEATHERPROOF Ili 0 OTHERWISE NOTED ON DRAWINGS XFMR TRANSFORMER r z FIRE ALARM HORN/STROBE [+ 8$"] 0 E FIRE ALARM PULL STATION [+ 45" \ ' ` / rw H < v vJ n/ N o-) LINETYPE LEGEND 0-i FIRE ALARM STROBE [+ 88"] SECURITY DEVICES/ 1 0 LWL r '6 2 MAGNETIC DOOR HOLDER wr� -- UNDER GROUND OO MAGNETIC DOOR SWITCH vJ CO o cn ❑ © PHOTO ELECTRIC TYPE SMOKE DETECTOR I— —I ¢ UJ _ ABOVE GROUND, IN WALL, CEILING, ETC. ® FIRE DOOR RELEASE in ELECTRIC LOCK I'n - Q a- 1. 1 Q NEW EQUIPMENT (TYPICAL) pp BELL ® ELECTRIC STRIKE N q EXISTING EQUIPMENT (TYPICAL) ® KNOX BOX E CARD READER [+ 45"] n DEMOLISHED EQUIPMENT (TYPICAL) [Rvi REQUEST TO EXIT DEVICE t 1 [i G SECURITY MOTION SENSOR .c.n, c."' • -$_ (70c � 16.6 ESQ SECURITY CAMERA E SECURITY KEYPAD [+ 45"] a' -OR Un 1 • ® VIDEO CALL STATION/CARD READER/KEYPAD [+48"] / 4 M. LSP'' IEXPIRES 12-31-20 I Date: 02/21/2020 Project Number: 90053 n By: DD ______ _ F --____---1---- —1 1 1 CheckedDrawBy: MG - i E-20 E-201 I POWER FIRE ALARM Ilr _z 1 1 ` f� `� SUPPLIES EXP• .DER PANELS Revision Schedule: C \ 1/1.11.41_M_ E-300 E-301 it 1 - ACCESS I I I '/ �� cl T ` ' °^ CTRL l _ r� Mai 1 (JOHNSON ■�r ill 1=; ° "g �5, a CONTROLS) \._ _ - 11�� COVERED FIRE ALARM '�'=1 , L. I. 001/.11 COUNSELOR I MDF PANELS (FCI) "� INTRUSION 1- r ,e,,.® DETECTION B2 2 "7.:.57 - (BOSCH) v1 ,, ` ^ Musk :: aFFIGE I H9Y5 L -I ["—I i ® l am l MMI 1_ MC! �Ylf71 =1 WOW I°,55I I=I o u ... _. , -0- .*+.I r\ UP ,,•� II--FY- E7 I� _Ic SPEECH I bLIP W - _ ® r1 ri'l\ 2 1 L f J L— Sheet Title: w -101 � ° E I TITLE SHEET a I � , e,.l 0 1 L� �'°"i' aassao° X 10°" CD rn L �, aff. °t15 = _ — & ENLARGED CNI Et L.< i,L.LJ0 MDF ROOM L.,,_ T L, SCD W �i N N Z 00 Sheet Number: a1n 0 OVERALL PLAN ENLARGED MDF ROOM - ELECTRICAL 0 E _ 1 0 i z 1", 30'-0" 0 114" = 1-0" O o% 0 151-0" 30` 0" 45'-0" 60'-0" PERMIT/BID DOCUMENTS ,, r------- -----fts, iff ILII TTSD SECURE VESTIBULES 14850 SW 132ND AVENUE TIGARD, OR 97224 0 60 __--- - Oh `_____ r I �_ OH PLANNING+DESIGN, I 1 1 ARCHITECTURE \ - KEYED NOTES. 115 NW 1st Ave, Ste. 300 �- r O Portland, OR 97209 t 503.280.8000 I I 1. DEMOLISH ELECTRICAL CONNECTION AND CONTROL f 503.224.5442 SWITCHES FOR MOTORIZED ROLL UP DOOR. �,1� 2. RELOCATE (E) FIRE ALARM HORN STROBE DEVICE. SEE Con ►�� 1/E201. r /j �� 3. EXISTING INTRUSION DETECTION DEVICE TO REMAIN. RE S ASSOCIATES , INC . - \-11i 4. EXISTING SECURITY KEYPAD, FIRE ALARM ANNUNCIATOR ' ONSULTING ENGINEERS AND PULL STATION TO REMAIN. MECHANICAL AND ELECTRICAL SYSTEMS r�� I 6915 SW MACADAM AVE. 5. EXISTING KNOX BOXES AND CARD READER TO REMAIN. SUITE 200 PRINCIPAL PORTLAND, OREGON 97219 6. EXISTING EXTERIOR DOORS TO BE REPLACED. PHONE: 503.892.1188 �A203 DISCONNECT ACCESS CONTROL DEVICES. MAINTAIN FAX: 503.892.1190 I LOW-VOLTAGE CABLE FOR RE-USE AS MUCH AS CONTACT... MARK GARAND PRACTICAL. engineering©mke-inc.com 7. EXISTING FIRE ALARM DEVICE TO REMAIN. ....---- r I OFFICE 8. DISCONNECT SMOKE DETECTOR FROM ROLL UP FIRE DOOR CONTROL. MAINTAIN SMOKE DETECTOR AS AN A207 AREA SMOKE DETECTION DEVICE. kFF ROOM �� 9. RELOCATE EXISTING VIDEO SURVEILLANCE CAMERAS. A202 I ly SEE 1/E201. t � • 1 10. RELOCATE POWER AND DATA OUTLET. HEALTH RR -r� A204 0 0 11. REMOVE RECEPTACLE AND J-BOX, EXTEND CONDUIT TO NEW RECEPTACLE. SEE E-201. .0. E) r 7 12. RELOCATE EXISTING CARD READER. SEE 1/E-201. (E) Ill �� /� 111 III ` /� ill 111 \� �/ III HEALTH x� II �� 1� II! 1i !� !I! v II A206 (E) F.A. - 1 /(E) 1 (E) L -A (E) 1 (E} t- 1 (E) f (E) I- ANNUNCIATOR �E)(E) 0 5 © ® © Op \ V O STAFF RR I rOr Air (D ® w 0 A205 II ll 1 0 J z SII CO w z I ( )��,�r (11) I t - = I II LU 0 \\ \ -\4----- 8 II - 0 ww \I 1 1 I\ \ ( II 11 tt \ I _ _ (E) 0 © 0 �- 0 w0 II fl(R) r - -- (E) w ❑ 0 ,(E) D il w 0 -.� r r ` (R) ' II r Z rrr r ---11 ( (R)� I © U Q j .� CO � � IH — — — — — _ 1 _ ❑ w `- O t D co co c) c,- 1— _1 s < W I I \ \ I PROP WORK CONFERENCE I �,c,\E,G 1 �� £SSS A214 IA213 �� 16,yeit ... EXTERIOR COURT I -� _ .n R+. t 000 �— I _ -� �F,QA,4)- 2a�g��Q� - Cts. L4G l ---------\ _---- - ----- _ 1� 1 EXPIRES 12-31-20 1 l Date: 02/21/2020 �� _�� Project Number: 90053 I 1 Drawn By: DO V------------ ...0. Checked By: MG COUNSELOR I Revision Schedule: A218 SPEC ED RR I A217 MAIN ENTRY — — — — — - i A229 - - - - CP ___________ kRTEN IV \ )OR ' ._________n1 I I, r `f?o Sheet Title: -NI W o I POWER & ct 0< Q � aD a)c\1 ........... ,-Li7L W LI 0 LI VOLTAGE mi N Luc w_mPOWER LOW VOLTAGE DEMO PLAN DEMO PLAN ¢ 0 0 1/4" = 1'-0" z c 114" = 11-0" DI —�_�—�■■■■■■■ co. ■ Sheet Number: a to o/ 0 4'-0" 8'-0" 18'-0" 32'-0" .O woE _2oo o% a-X PERMIT/BID DOCUMENTS ,0-- (.......„., ,...,,,,,,,,, lir L Ill 7 TTSD SECURE s VESTIBULES I 14850 SW 132ND AVENUE 1 TIGARD, OR 97224 CO \ r 1 -- Oh J _______ _� r l �� r \ _________ - r OHPLANNING+DESIGN, ARCHITECTURE f� 115 NW 1st Ave, Ste. 300 — KEYED NOTES: 0 Portland, OR 97209 ------ 1. PROVIDE NEW FIRE ALARM DEVICES. EXTEND EXISTING t 503.280.8000 l SYSTEM CONDUCTOR TO NEW DEVICE. INCLUDE f 503.224.5442 � NECESSARY RACEWAY, REVISED BATTERY CALCULATIONS AND PROGRAMMING OF EXISTING SYSTEM. PROVIDE Concl �� ADDITIONAL BATTERIES AS NECESSARY. , /j _0 - --,ci 2. NEW LOCATION FOR FIRE ALARM HORN/STROBE f1�1 (i)----P ‘..... DEVICE. RE-ROUTE AND EXTEND RACEWAY ANDI( E S AS50CIdTES , INC . �� 1— CONDUCTOR A5 NECESSARY. '� NSI.ILTING ENGINEERS r MECHANICAL AND ELECTRICAL SYSTEMS �1 3. PROVIDE VIDEO CALL STATION. SUITE 200 1� PRINCIPAL 6915 SW MACADAM AVE. 4. PROVIDE ELECTRICAL CONNECTION TO OPERABLE DOORPORTLAND, OREGON 97219 A203 AND ASSOCIATED DOOR ACTUATORS. PHONE: 503.892.1188 FAX: 503.892.1190 "� 5. PROVIDE CONNECTION TO ELECTRIC LOCKS/STRIKE CONTACT... MARK GARAND OAND DOOR POSITION SWITCHES. engineering©mke-inc.com ------0 6. PROVIDE LOCK DOWN BUTTON. fir..• , 1 CI RECEPTION ❑ 7. PROVIDE VESTIBULE DOOR RELEASE BUTTON. 0 8. PROVIDE HALLWAY DOOR RELEASE BUTTON. 6> / A207 9. PROVIDE MAGNETIC HOLD OPEN. DOOR TO RELEASE LOUNGE UPON LOCK DOWN AND DOOR TO LOCK WITH MANUAL A202 l LOCK. HEALTH RR \\,-.. 10. NEW LOCATION FOR VIDEO SURVEILLANCE CAMERAS. I (-. ) A204 /„ 4 11. PROVIDEVIDEOSURVEILLANCECAMERA...r4 nr 12. PROVIDE 750W, 120V ELECTRICAL CONNECTION TO I\ '� E C RADIANT HEAT PANEL IN CEILING. tiras(E) l ___ HEALTH ,_ (E} F.A. 7 _ = 13. NEW LOCATION FOR POWER AND DATA OUTLET. ` ANNUNCIATIR © L� - - - £}p L1 ® ,,,. �,� �p • fi.. r r \ 1 A206 3,} '~ 14. NEW AND CONDUCTOR.OR RECEPTACLE, EXTEND EXISTING RACEWAY 11 © _ - - , - - - - - © , VI0 c� Q t ` 112 r '-` 15. NEW LOCATION FOR RELOCATED CARD READER. W H STAFF RR l l._.. ® - - -� 111) RE-ROUTE AND EXTEND RACEWAY AND CONDUCTORS J Z CO A205 k O AS NECESSARY. w 1 M z 3 _ -- 1-1-1 W a� 2AD-38,40,42 �1. r II P \,.....„,-, �' SECURE �� ` �,.�, g _ - 0 �-- 0 {E) ��+, 0 VESTIBULE Irl �_ • r (n El \ 0.1.1000 t ,---- 0 1 A100 , i 0 in i 0 LIJ 1-1-1 0 1 1 \ \ ir _ x .11 r 11......---------- (E) 11 i_________ _________----- 0Z Q CO I- 1 _ a 1 ® (R) } 1 0 w QN U- - - - \ _r-� ❑ w o 2 vi \ I — l - \- - - - - _ D U) CO c) 0- ,1 o I F- J � (9 W 1 0 T WORK CONF=RENCE I \y1 I sm ,pPR 4. A21\73A214 (E) ;v ti ,a,� 1 ter , lay, 1r- \, EXTERIOR COURT l MAIN ENTRY ). r — 41.1.4._ _ r+ :\s,:-0o0 �E 45 4:t- 000 I A229 _----_ __--- _ �Q : ,IFN M. — l \ ____--- - ----r I EXPIRES 12-31-20 f \ ___ Date: 02/21/2020 -♦-�� Project Number: 90053 1 111 Drawn By: DD l i Checked By: MG I Revision Schedule: COUNSELOR A218 1 SPEC ED RR .� - - - - - - j A217- 1 - - - - - - - - - - - - 0 1 GARTE ....\ 2IDOR r l L X12 1 ! \ 7 a `r.O Sheet Title: cV w „,, o I POWER & .a cv 0, \. „,,,,,„(N LOW— „,,,, .w m< N VOLTAGE wc, 0 o Q POWER & LOW-VOLTAGE NEW PLAN PLAN 114” 1'-0'. d a, 114” = 1'-0" r• NM • • • • E • ■ ■ ■ Sheet Number: a�n c� 0 4'-0" 8'-0" 16'-0" 32'-0° .o a� E _2 0 1 o� a_5 PERMIT/BID DOCUMENTS )o- (.....„_. n NIP MI 0 6 0 L I I 1 TTSD SECURE I I VESTIBULES \ \ _ 14850 SW 132ND AVENUE TIGARD, OR 97224 1 1 \ \ _--- _ ----- — ----- 0 h I 1 �– r r ----- — OHPLANNING+DESIGN, — — ARCHITECTURE KEYED NOTES\ _ : n 115 NW 1st Ave, Ste.300 l Portland, OR 97209 I ----- - I 1. EXISTING LIGHT FIXTURES TO REMAIN. t 503.280.8000 — f 503.224.5442 \ -------- r l 2. DISCONNECT AND REMOVE EXISTING LIGHT FIXTURE AND PROJECT FOR RE—USE. MAINTAIN EXISTING Cons � �� CIRCUITING TO EXISTING LIGHT FIXTURES TO REMAIN. r /j 440 1 - �J �J 3. FIXTURES TO BE REMOVED AND RE—INSTALLED TO ACCOMMODATE NEW CEILING INSTALLATION. �r KE B ASSOCIATES , INC . ------ MECHANICAL ENGINEERS �� — MECHANICAL AND ELECTRICAL SYSTEMS 1 1 6915 SW MACADAM AVE_ R SUITE 200 PINCIPAL PORTLAND, OREGON 97219 PHONE: 503.892.1 188 A203 I FAX: 503.892.1 190 CONTACT... MARK GARAND \ A ... enqineerinq©mke-inc.com \ tilo_i_o-o-‘ DURREI }M 1 ` A202 s� .1,�,..• I .a HEALTH RRI1 I I A2041 ,.♦ \ \ r . 1 lr —HEALTH 1 . I' L ,----- i C 1 E \ -\ 4) (E) .4 Q 00 w ~ \it " J Z STAFF RR 11` — �� w H- A205 Ii I 11 I . . . o . • I . . I --� 0 m C Z 1 G \\ ii\ ��I — (E) (E) (E) (E) (E) — — J ] — — I, II — jUJ W 11 00111111111---------------------141 \/AT > 11i » \111111111 1 I 14_____ _ ter U Cif o ❑ I — � � — I 1�go010-110 I �p111 0 1.1-1 0 o� ,\ It I . 1 1 . p v < w W F. v N CO liltLL M rn..••• (E) (E) (E) (E) =, 10(E) tc,) - ,------------------\ 101© 1 \A D (nmol (LI (E) 1 ll J �LillVIIMIIIIII Q �o �% O. ICONFERENEDPRopA214G I kik- , WORK CONFERENCE i. A213 EXTERIOR COURT 1 1 A214 1\1. �ca r�� s 000 I (E) J -_----- r��yF r 20.76,0'4;1P .+ } I f� — I EXPIRES 12-31--20 I r — MAIN ENTRY A229 Date: 02/21/2020 I r Project Number: 90053 Drawn By: DD \ _--- I Checked By: MG COUNSELOR I Revision Schedule: A218 1 — SPEC ED RR _I 1\ _, \ I- ®' ERTEN \i )OR I I I I r. 0 ro i•1 M Sheet Title: W Na LIGHTING ...° _,..... '� DEMO Id0 w� PLAN 7QN LI M Lux COLLI 0 LIGHTING DEMO PLAN a¢ 0 114"= 1'-0" —co 1/4" = 1'-0" — =�=�■■■■■■■■ Sheet Number: O/ 0 4'-0" 8'-0" 16'-0" 32'-0" x 6E _3 0 0 w0 rg a� x PERMIT/BID DOCUMENTS )(I) ... (-1 n , Fir E6 )0 0 IL_ _Ai TTSD SECURE VESTIBULES \ \ 14850 SW 132ND AVENUE I TIGARD, OR 97224 I \ \ — _---- — ------ r ---- 0 h _________ \ \ __________ - OHPLANNING+DESIGN, — — ARCHITECTURE KEYED NOTES: O 115 NW 1st Ave, Ste. 300 — Portland, OR 97209 � I 1. PROVIDE LED EXIT SIGN. WHITE THERMOPLASTIC t 503.280.8000 HOUSING WITH GREEN STENCIL LETTERS. 120/277V 1 DRIVER, NICKEL CADMIUM BATTERY, SELF DIAGNOSTICS. �1 LITHONIA #LQM–S–W-3–G-120/277–ELN–SD, OR Coni tG • f —10100.°1.1.14 I APPROVED EQUAL. r 41 2. CONNECT EXIT SIGN TO UN–SWITCHED LEG OF LOCAL �11 LIGHTING CIRCUIT. HE S ASSI1CiATES , INC . ----- �� CONSULTING ENGINEERS �— I 3. INSTALL REMOVED LIGHT FIXTURE INTO EXTENDED MECHANICAL AND ELECTRICAL SYSTEMS 1 RECEPTION ENTRY. CONNECT TO EXISTING RECEPTION J1� 6915 SW MACADAM AVE. AREA SWITCHED LIGHTING CIRCUIT. PROVIDE PR NCIPAL NECESSARY CONDUIT AND CONDUCTOR. 00 PORTLANSUITE2 OREGON 97219 03 ` 4. MODIFY EXISTING CIRCUIT SERVING THIS SUSPENDED PHONE: 3.8921 503.892.1188 LIGHT FIXTURE TO CONNECT TO UN–SWITCHED LEG OF FAX: 503.892.1190 CIRCUITS. DESIGNATED SECURITY LIGHTS SHALL REMAIN CONTACT... MARK GARAND \ i ON AT ALL TIME. engineeringC�mke–inc.com 1 AliI )UNGE A202 1 1 It I RECEPTION HEALTH RR tri A207 A204 1 t ' r li -HEALTH r1 A206 ` i it _ >— ��- � •l \ Gli) (E) SECURE �E)_ (E) it �I VESTIBULE U) Q w I— 1 11 � A100 H � tJ zSTAFF RR , �I A205 i� . i . . I . . ` . '' . . f . 5 j u) 17 . .......:._ I ..1.,,,,a , z f` (E) ( ) (E) � ` E si l0 w w , I, '11.,„ _i10f , w w 0D .... ill (E) E} jkoir__------o - ►vp1ir4 w w 0 © rl ❑ ❑ II 111 a\ oo„i" D Ct D... it iiZ \ I 1111 itil-- \ .0- 0 0 0 0 0 0 0 (� Z N 1 �./♦ Ch ® r (E) (E) (E) (E) l (E) — — — — — —i Wit I © — — — — — —1 i- ❑ W O F— Ja a Ct LU 1 (E) 11 F— Q 00 F 0— CONFERENCE I T\WORK A214 ` c`�- PRp £Sf Q �- � c+ N ! #2136i ,, ■ . ,s. Ri. EXTERIOR COURT �' 1 v 000 ` Wilk` (E) — J \:\is.,:o 204'4 ,vgo A. (E) ,r. l --_ I EXPIRES 12-31-20 — MAIN ENTRY 1 \ — ------ -- A229 Date: 02/21/2020 1 J__ ,... Project Number: 90053 Drawn By: DD Checked By: MG COUNSELOR 1 Revision Schedule: I A218 SPEC ED RR A217 1 GO „.--- ..0,-- ii RTEN , DR 'i •- 1 1 \ ------\\ \ if m 0_ N� 0 o Sheet Title: Q Li 1 LIGHTING ,..ct .< 01III ,, PLAN Nixw 0 ceE Lii w1 N am aLIGHTING NEW PLAN0 114' 1 Lu 0 1/4"= 1'-0" — No ■ ■ • ■ •■ ZciSheet Number:co — ■ ■ ■ ■ aur 0 4'-0" 8 0 16 -0 321-0" .o ..--- E ... 3 0 1 w 0 o� d PERMIT/BID DOCUMENTS 1f d / 3 REMOTE LOCATED 10H X1QII X4 D STUB-OUT 1ff C ABOVE SUSPENDED JUNCTION BOX FOR POWER SUPPLY i CEILING OR EXTEND TO ACCESSIBLE STUB-OUT 1"C ABOVE /SPACE (TYPICAL) STANDARD 6"X6"X4"D JUNCTION BOX. SEE L ir.' ' ") SUSPENDED CEILING OR ENLARGED ENTRY PLANS EXTEND TO ACCESSIBLE /, 120V CIRCUIT FOR ELECTRIC SPACE (TYPICAL) / , -120V CIRCUIT FOR DOOR OPERATORIF IIII LOCK POWER SUPPLY i � r, 0 INTERCEPT DOOR ACTUATOR CIRCUIT /ACCESSIBLE AND EXTEND TO BYPASS RELAY /ACCESSIBLE CEILING CEILING (WHERE NECESSARY) O 0 R `ACCESSIBLE CEILING L 11 POWER ACTUATED 0 3/4"C FOR MAGNETIC 0 1/2"C FOR - 0TYPICAL DOOR DOOR OPERATOR DOOR SWITCHES MAGNETIC______, 1/2"C FOR ELECTRIC TTSD SECURE 4_4 (APPLIES TO SINGLE DOOR SWITCHLOCK/PANIC HARDWARE DOOR INSTALLATIONS) r 1/2"C FOR ELECTRIC O U AND REX (TYPICAL) 0 VESTIBULES LOCK/PANIC HARDWARE 02) 1/2"C FOR DATA AND REX (TYPICAL) TO VIDEO o� CONDUIT MAY ONLY TIGARD, p14850 SW 1R28ND AVENUE SURVEILLANCE NEED TO GO TO TOP CONDUIT MAY ONLY 4"X4" J-BOX WITH 1/2"C FOR 1/2"C FOR j OF DOOR FRAME.FIELD VERIFY (TYPICAL) I Oh NEED TO GO TO TOPSECURITY CARD READER AT +45" ACCESS CONTROL b OF DOOR FRAME. SEE PLANS FOR LOCATION. CABLE DOOR ACTUATOR CONTROL FIELD VERIFY (TYPICAL) VC] REX ELI (TYPICAL OF (2)) 'ELI REX REX IELI i 'F I �— POWER TRANSFER DEVICE --I I 1 rpA OH PLANNING+DESIGN, POWER TRANSFER DEVICE I ARCHITECTURE (TYPICAL) HINGE SIDE PANIC BAR WITH INTEGRAL 115 NW 1st Ave, Ste. 300 OF DOOR 'REX' AND ELECTRIC LOCK Portland, OR 97209 PANIC BAR WITH INTEGRAL t 503.280.8000 'REX' AND ELECTRIC LOCK HINGE SIDE HINGE SIDE f 503.224.5442 OF DOOR OF DOOR HINGE SIDE / FLOOR FLOOR • OF DOOR I Cons s HINGE SIDE F /, OF DOOR I f FLOOR . KE S ASSOCIATES , INC . DOUBLE DOOR PANIC HARDWARE WITH INTEGRAL SINGLE DOOR , PANIC HARDWARE WITH INTEGRAL CONSULTING ENGINEERS MECHANICAL AND ELECTRICAL SYSTEMS 1 EL & REX ACCESS CONTROL ROUGH - IN DETAIL 2 EL & REX ACCESS CONTROL ROUGH - IN DETAIL ( POWER ACTUATED DOOR WIRING DETAIL 6915 SW MACADAM AVE. E-400 SCALE: NTS E-400 SCALE: NTS 00 SCALE: NTS SUITE 200 �4/ PORTLAND, OREGON 97219 PHONE: 503.892.1 188 FAX: 503.892.1 190 CONTACT... MARK GARAND engineering@mke-inc.com REMOTE LOCATED 10"X10"X4"D STUB-OUT 1"C. ABOVE SUSPENDED JUNCTION BOX FOR POWER CEILING OR EXTEND TO ACCESSIBLE SUPPLY. SEE ENLARGED ENTRY SPACE (TYPICAL) STUB-OUT 1"C. ABOVE SUSPENDED PLANS • CEILING OR EXTEND TO ACCESSIBLE 120V CKT. FOR SPACE (TYPICAL) STANDARD 6"X6"X4"D ELECTRIC LOCK JUNCTION BOX. SEE ENLARGED ENTRY PLANS POWER SUPPLY - = 0 ACCESSIBLE ACCESSIBLE / CEILING CEILING COI L,L v 1/2"C FOR ELECTRIC 1/2"C. FOR ELECTRIC----- � Da STRIKE LLi LOCK/PANIC HARDWARE J Z Cl) AND REX (TYPICAL) ❑ w I- CO 2 - m2 z CONDUIT MAY ONLYwNEED TO GO TO TO-P------t) �� I— � OF DOOR FRAME. HINGE SIDE FIELD VERIFY (TYPICAL) OF DOOR W jEL' REX 1 REX IELI POWER TRANSFER DEVICE LL] W 0 (TYPICAL) / ❑ L.L ❑ PANIC BAR WITH INTEGRAL ❑ Ct w 0 'REX' AND ELECTRIC LOCK U z w HCO INGE SIDE--- . HINGE SIDE / FLOOR FLOOR �jJ I— Q OF DOOR OF DOOR - - Ci NZ Z .� N al ❑ Ll ,`26 ( CO (A 6 Et DOUBLE DOOR PANIC HARDWARE WITH INTEGRAL INTERIOR SINGLE DOOR WITH ES ~ J 000 W I- Q I- 0_ 4 EL ACCESS CONTROL ROUGH - IN DETAIL (53ACCESS CONTROL ROUGH - IN DETAIL E-400 SCALE: NTS SCALE: N.T.S. p PROF£ :� .O I Ne . s� 7/7 PR ,:'4 16, - - LOW VOLTAGE CABLING ' * t E rti l ) �(�'i�rf 4-...Ag�� FN M. LOG lg CARD READER POWER DOOR SUPPLY CONTROL I—® ELECTRIC LOCK/STRIKE INTRUSION EXPIRES 12-31-20 I DOUBLE POLE/THROW CONTROL RELAY MODULE ( I DMAGNETIC DOOR POSTION SWITCH DETECTION LOCATE IN NEMA-1 ENCLOSURE I REX REQUEST TO EXIT DEVICE (E) VIDEO CALL Date: 02/21/2020 i ) I ® 120V ~ STATION CKT Project Number: 90053 CONNECT ALSO TO Drawn By: DD ..1.L DOOR (E) INTRUSION DETECTION CAT6 TO ACCESS ACCESS CONTROL SYSTEM FOR MONITORING CAT 6 CAMERA Checked By: MG CONTROLLER + CONTROL (E) ETHERNET NETWORK CONNECTION 1IP N/0 PANEL R •r GND • Q LOCKDOWN AND DOOR Revision Schedule: RELEASE BUTTONS PS EL ® LOW VOLTAGE CABLING VIDEO / (E) PATCH PANEL ELECTRIPOWER CALL CAT6 TO VIDEO SUPPLY LOCK ROWER I ] i DA ACTUATED STATION PATCH PANEL (E) 120V CONNECTION I I I I I I 1(E) VIEW STATION SUPPLY BY DOOR CAT 6 PATCH PC DOHARDWARE SUPPLIER OPERATOR (TYPICAL) NOTES : (E) POE SWITCH G 1. DOOR HARDWARE SUCH AS ELECTRIC LOCKS, ELECTRIC STRIKES, ELECTRIFIED PANIC HARDWARE, AND POWER TRANSFER DEVICES ARE SHOWN FOR REFERENCE ONLY. COORDINATE INSTALLATION AND WIRING 0— (E) BACKBONE 120V CKT CONNECTIONS WITH DOOR HARDWARE INSTALLER. (E) NVR MONITOR DOOR ACTUATOR 2. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION ON ACCESS CONTROL SYSTEM CIRCUIT PROVISIONS. 3. ACCESS CONTROL DEVICES AND ASSOCIATED EQUIPMENT, RACEWAYS, J-BOXES, ET. ARE SHOWN NOTE: DIAGRAMMATICALLY. COORDINATE EXACT LOCATION WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN. w REQUIRED IF ADA BYPASS CONTROL NOT INTEGRAL TO DOOR OPERATOR. (E) TO LOCAL AREA (E) (E) (E) 02 IF BYPASS CONTROL IS INTEGRAL TO DOOR, PROVIDE CONNECTION 4. PROVIDE LABELING FOR EACH DOOR/ROOM NUMBER BEING CONTROLLED. NETWORK PATCH PANEL 120V 120V 120V Sheet Title: NLIJ FROM ELECTRIC LOCK CIRCUIT TO INTEGRAL BYPASS CONTROL. (RECEPT) (RECEPT) (RECEPT) 0< POWER ACTUATED DOOR OPERATOR ELECTRICAL COASS REALY WIRING DIAGRAM ACCESS CONTROL BLOCK DIAGRAM 8 VIDEO SURVEILLANCE BLOCK DIAGRAM E-400 SCALE: NTS E-400 SCALE: NTS E-400 SCALE: NTS DETAIL S i\I CCw E8E LE 1- =CC ctw Id m 0a J� LJ 0) -00 Sheet Number: <in or I .0 ca/ wi O 0 E _400 n_ PERMIT/BID DOCUMENTS 4\I _/ id. WIN TTSD SECURE VESTIBULES 14850 SW 132ND AVENUE TIGARD, OR 97224 Oh OH PLANNING+DESIGN, ARCHITECTURE 115 NW 1st Ave, Ste. 300 Portland, OR 97209 t 503.280.8000 f 503.224.5442 Consyl r11 KE S ASSOCIATES , INC . PANEL SCHEDULE PANEL SCHEDULE CONSULTING ENGINEERS MECHANICAL AND ELECTRICAL SYSTEMS PANEL: 2AD (EXISTING) MKE&ASSOCIATES, INC. MOUNTING: FLUSH PANEL: 2AD (REVISED) MKE&ASSOCIATES, INC. MOUNTING: FLUSH 6915 SW MACADAM AVE. SUITE 200 FED BY: BUS/MAIN: 225A MLO FED BY: BUS/MAIN: 225A MLO PORTLAND, OREGON 97219 PHONE: 503.892.1 188 LOC: HALL A208 VOLTS PHASE WIRE LOC: HALL A208 VOLTS PHASE IMRE FAX: 503.89 2.1 190 120/208 3 4 120/208 3 4 CONTACT... MARK GARAND engineering©mke-inc.com C DES CRI PTI ON VA A/P No. A B Ci No. A/P VA DESCRIPTION C C DESCRIPTION VA A/P No. A B C No. A/P VA DESCRIPTION C 2 RECEPT LOUNGE-RM 207 540 20/1 1 * 2 20/1 540 RECEPT. MAIN GALLERY 2 2 RECEPT LOUNGE-RM 207 540 20/1 1 * 2 20/1 540 RECEPT. MAIN GALLERY 2 2 RECEPT LOUNGE-RM 207 540 20/1 3 * 4 20/1 540 RECEPT. RMS 217,218 2 2 RECEPT LOUNGE-RM 207 540 20/1 3 * 4 20/1 540 RECEPT.RMS 217,218 2 5 G.DSP&INSTA H.LOUNG 207 1000 20/1 5 * 6 20/1 540 RECETP. RMS 214,218 2 5 G.DSP&INS-7A H. LOUNG 207 1000 20/1 5 * 6 20/1 540 RECETP.RMS 214,218 2 4 REF. LOUNGE 207 1000 20/1 7 * 8 20/1 360 WATER FOUNTAIN 5 4 REF. LOUNGE 207 1000 20/1 7 * 8 20/1 360 WATER FOUNTAIN 5 4 REF. LOUNGE 207 1000 20/1 9 * 10 20/1 720 RECEPT. SPEC ED 214 2 1 1 4 REF. LOUNGE 207 1000 2011 9 10 20/1 720 • RECEPT.SPEC ED 214 2 5 VENDING LOUNGE 207 1500 20/1 11 * 12 20/1 540 RECEPT RM 209, HALL 2 5 VENDING LOUNGE 207 1500 2011 11 * 12 20/1 540 RECEPT RM 209, HALL 2 5 VENDING LOUNGE 207 1500 2411 13 * 14 20/1 720 RECEPT RMS 209,210 2 5 VENDING LOUNGE 207 1500 20/1 13 * 14 2011 720 RECEPT.RMS 209,210 2 4 D.W. LOUNGE 207 900 2011 15 * 16 20/1 720 RECEPT_ RMS 210,213 2 4 D.W. LOUNGE 207 900 20/1 15 * 16 20/1 720 RECEPT.RMS 210,213 2 2 RECEPT.RMS 201,202 900 20/1 17 * 18 20/1 720 RECEPT.RM 213 2 2 RECEPT. RMS 201,202 900 20/1 17 * 18 20/1 720 RECEPT. RM 213 2 2 RECEPT.RMS 201,203 720 20/1 19 * 20 20/1 640 RR FAUCET 5 2 RECEPT. RMS 201,203 720 20/1 19 * 20 20/1 640 RR FAUCET 5 2 RECETPT. RMS 204, 205 720 20/1 21 * 22 20/1 320 RR FAUCET 5 2 RECETPT. RMS 204,205 720 20/1 21 * 22 20/1 320 RR FAUCET 5 2 RECEPT.RMS 204,205,HALL 900 20/1 23 * 24 20/1 320 RR FAUCET 5 2 RECEPT. RMS 204,205, HALL 900 20/1 23 * 24 20/1 320 RR FAUCET 5 2 RECEPT.RMS 204,205 900 20/1 25 26 20/1 1656 RECEPTTION MTR DOOR. 6 2 RECEPT. RMS 204,205 900 20/1 25 * 26 20/1 1656 RECEPTTION MTR DOOR. 6 5 RECEP. RMS 205 COPIER ISL 1050 20/1 27 * 28 20/1 SPARE 5 RECEP. RMS 205 COPIER ISL 1050 20/1 27 282011 SPARE �/ 4 OVEN LOUNGE RM 207 3328 50/2 29 * 30 20/1 SPARE I II 4 OVEN LOUNGE RM 207 3328 50/2 29 * 30 20/1 SPARE CO* 3328 * 31 * 32 SPACE 4 * 3328 * 31 * 32 SPACE "O SPARE 20/1 33 * 34 SPACE SPARE 20/1 33 * 34 SPACE U.1 7H 4 MICRO. LOUNGE 207 1000 20/1 35 36 SPACE 4 MICRO_ LOUNGE 207 1000 20/1 35 * 36 SPACE _iZ F- 4 MICRO. LOUNGE 207 1000 20/1 37 * 38 SPACE 4 MICRO. LOUNGE 207 1000 20/1 37 * 38 20/1 750 VEST. HEAT PANEL "+ 3 CO SPARE 20/1 39 * 40 SPACE 2 Z 6 OPERABLE DOOR" 600 20/1 39 * 40 20/1 750 VEST. HEAT PANEL "+ 3 LLI SPARE 20/1 41 * 42 SPACE H w SPARE 20/1 41 * 42 20/1 750 VEST. HEAT PANEL "+ 3CO J C LOAD CODE(VA) PHA PH B PH C TOTAL(VA) FACTOR CODE LOAD W LOAD CODE(VA) PHA PH B PH C TOTAL(VA) FACTOR CODE LOAD W 1. LIGHTS: 0 0 0 0 1.25 0 > L.` r`.J, 1. LIGHTS: 0 0 0 0 1.25 0 2. RECEPTACLE: 3,420 3,240 3,600 10,260 * 10,130 2. RECEPTACLE: 3,420 3,240 3,600 10,260 * 10,130 3. HEATING: 0 0 0 0 1.00 0 3. HEATING: 750 750 750 2,250 1.00 2,250 0 0 4. KITCHEN: 5,328 1,900 4,328 11,556 0.65 7,511fl 5. EQUIPMENT: 2,500 1,370 2,820 6,690 1.00 6,690 4. KITCHEN: 5,328 1,900 4,328 11,556 0.65 7,511 Dw 0 5. EQUIPMENT: 2,500 1,370 2,820 6,690 1.00 6,690 6. MOTORS: 1,656 0 0 1,656 ** 2,070 6. MOTORS: 1,656 600 0 2,256 ** 2,670 U w 7. MISC_ 0 0 0 0 1.00 0 Q CO 7. MISC. 0 0 0 0 1.00 0 W F Q N H TOTAL(VA): 12,904 6510 10,748 30,162 26,401 LL.. Z TOTAL(VA): 13,654 7,860 11,498 33,012 29,251 0 W > O 2 LARGEST MOTOR: 1,656 VA TOTAL LOAD: 84 A CODE DEMAND: 73 A r^ M C C/ LARGEST MOTOR: 1,656 VA TOTAL LOAD: 92 A CODE DEMAND: 81 A #KITCHEN EQUIPMENT 6 �J J L1.1 o � LLI NOTES: *FIRST 10 KVA+50% OF THE BALANCE #KITCHEN EQUIPMENT 6 n ** 125% OF THE LARGEST MOTOR+THE BALANCE NOTES: "NEW OR REVISED LOAD *FIRST 10 KVA+50% OF THE BALANCE I..L +PROVIDE NEW CIRCUIT BREAKER ** 125% OF THE LARGEST MOTOR+THE BALANCE (0 PROFe S G1Ne , i .v 16,646 .ailairt+y + . � a, -4R 0 � ck- e:, '20enif m.,tg� , iEXPIRES 12-31-20 Date: 02/21/2020 Project Number: 90053 Drawn By: DD Checked By: MG Revision Schedule: m a 9.o'h Sheet Title: T 4/ w oI ELECTRICAL N 0< ,.„, PANEL N IY W „,_,,L.,, .< SCHEDULES w, i, .m w� �a _I/ - cn coo Sheet Number: Z N aU) 0.,....-- 0 o/ .-- E - 500 w0 O% d PERMIT/BID DOCUMENTS