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Plans (35) BU P2017 -00104 1 50 I 40 i 30 i 20 I 10 I 0 I GENERAL REINFORCING STEEL FRAMING LUMBER STRUCTURAL DRAWING INDEX 1. THESE GENERAL NOTES APPLY, UNLESS SPECIFICALLY NOTED OTHERWISE. 1. ALL REINFORCING STEEL FOR CONCRETE AND/OR MASONRY CONSTRUCTION SHALL BE PLACED IN 1. FRAMING LUMBER GRADES:WWPA GRADING RULES. STRESS VALUES SHOWN ARE BASE MEMBERISSUED FOR: DRAWING LIST 2. ALL CONSTRUCTION,TESTING AND INSPECTING SHALL CONFORM TO THE BUILDING CODE REFERENCED CONFORMANCE WITH"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE",ACI 318; . VALUES: UNDER THE HEADING"DESIGN CRITERIA". 2. REINFORCING STEEL: A. 2x4 STUDS(NON BEARING PARTITIONS)CONST.GRADE, D.FIR/LARCH, S.DRY, Fb=1000. r-- 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION, UNLESS OTHERWISE NOTED. A. DEFORMED BARS,ASTM A 615 GRADE 60. B. STRUCTURAL LIGHT FRAMING No.2, D.FIR/LARCH, S.DRY, Fb=900. 0 (.1 4. THE NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND B. WELDED WIRE FABRIC,ASTM A 185. C. STRUCTURAL JOISTS&PLANKS(INCLUDES 2x6&2x8 STUDS)No. 2, D.FIR/LARCH, S.DRY, Fb=900. (,) TYPICAL DETAILS. 3. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER, UNLESS OTHERWISE NOTED: D. 3x&4x MEMBERS No. 1, D.FIR/LARCH, S.GRN, Fb=1000. c9 5. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE REFERENCED IN A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3". E. POSTS&TIMBERS No. 1, D.FIR/LARCH, S.GRN, Fb=1200. 0 N. i ,-- EVERY INSTANCE. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE B. CONCRETE FORMED AND EXPOSED TO EARTH OR WEATHER: 2. PRESSURE TREATED LUMBER: SHOWN. 1.) #6 THROUGH#11 BARS: 2". A. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER AND EZ- W Ui 6. THE EXISTING CONDITIONS SHOWN IN THESE DRAWINGS ARE BASED ON AVAILABLE BUILDING DOCUMENTS 2.) #5,W31 OR D31 WIRE,AND SMALLER: 1 1/2". SUBJECT TO DECAY SHALL BE PRESSURE TREATED DOUGLAS FIR-LARCH WITH ACQ OR A2CA I- h. AND/OR FIELD OBSERVATIONS. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IF THE C. CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH THE GROUND: TREATMENT PER THE CURRENT AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS.ALLD Z 0 U-I ,- 6 EXISTING CONDITIONS ARE NOT AS SHOWN IN THESE DOCUMENTS PRIOR TO PROCEEDING WITHTHE 1.) SLABS AND WALLS: 3/4". FASTENERS CONNECTING TREATED WORK. 4 ALL LAP SPLICES SHALL BE CLASS B SPLICE AND 2'-0"MINIMUM, UNLESS OTHERWISE NOTED. LUMBER SHALL BE HOT-DIP GALVANIZED OR STAINLESS STEEL. 0 3. GLUE LAMINATED MEMBERS: r--. ZS 2 1,-. c•I 0 0- N--• -,---- 6 BOA 7. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS 5. PROVIDE FOUNDATION DOWELS TO MATCH SIZE AND SPACING OF WALL OR COLUMN REINFORCEMENT. A. BEAMS: SPECIES= DOUGLAS FIR-LARCH Fb=2400 PSI ,COMB 24F-V8 CAMBER=SPAN/400, EXCEPT Q r' z ° SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE EXTEND DOWELS A LAP SPLICE LENGTH INTO WALL OR COLUMN AND TERMINATE WITH STANDARD HOOK AS NOTED. NO CAMBER IS REQUIRED IN BEAMS WITH SPAN LESS WITH THAN 20'-0" PROCEEDING WITH THE WORK. 3"ABOVE BOTTOM OF FOOTING, UNLESS OTHERWISE NOTED. B. COLUMNS: Fc=2300 PSI, Fb=2000 PSI,COMB 3. 8. REFER TO ARCHITECTURAL PLANS FOR FINISH FLOOR ELEVATIONS, FLOOR DEPRESSIONS,OPENINGS, 6. ALL REINFORCING STEEL AND EMBEDMENTS TO BE HELD SECURELY IN PLACE PRIOR TO PLACING C. MEMBERS SHALL BE FABRICATED WITH WATERPROOF ADHESIVE. SLOPES, DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, STAIR HANGERS, ETC. CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT. D. MEMBERS SHALL BE MANUFACTURED PER ANSI Al 90.1-CURRENT EDITION REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVES, OPENINGS,AND HANGERS FOR PIPES, 7. WELDING OF REINFORCING IS PROHIBITED, UNLESS APPROVED BY STRUCTURAL ENGINEER. 4. ENGINEERED COMPOSITE LUMBER: Dc;! LEN, 00iz lui5i 7 i 61 i i>i, I CI 0 I"I"I C 1) < DUCTS,AND EQUIPMENT. COORDINATE THESE ITEMS WITH STRUCTURAL WORK. 8. REINFORCEMENT SHALL BE PLACED IN RELATIVE POSITION SHOWN ON THE DRAWINGS. NO SPLICES IN A LAMINATED VENEER LUMBER(LVL): z - 0 o ,I-1-1 2 LIJ 2 9. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. REINFORCING WILL BE PERMITTED, UNLESS SHOWN IN THE STRUCTURAL DRAWINGS OR APPROVED BY 1.) SIZES SHOWN ARE AS MANUFACTURED BY WEYERHAEUSER. MATERIALS, FABRICATION, HANDLING c) -.....a " w 0 cc c.'--. 00 0...!,z. = Bora Architects, Inc. 10. DURING THE CONSTRUCTION PERIOD,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURAL ENGINEER. AND INSTALLATION SHALL BE PER ICC ESR 1387 AND MANUFACTURER'S WRITTENCOMMENDATIONS. 0 W ,„u") o a (..) < ii. ‘,, ,-- to u) 720 SW Washington, Suite 800 PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALL PROVIDE 2.) MODULUS OF ELASTICITY: E=2000 KSI. I X X X X X X S100 GENERAL NOTES,ABBREVIATIONS, SHEET INDEX ADEQUATE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE,AND LOCAL 3.) BENDING STRENGTH: Fb=2900 PSI. I X X X S100A SPECIAL INSPECTIONS Portland, Oregon 97205 SAFETY ORDINANCES. STRUCTURAL STEEL 4.) SHEAR STRENGTH: Fv=285 PSI. IX X X X S101 TYPICAL DETAILS 503.226.1575 11. THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. B. LAMINATED STRAND LUMBER(LSL): 1. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC X X X S102 TYPICAL DETAILS THE METHODS, PROCEDURES,AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE SPECIFICATIONS. 1.) SIZES SHOWN ARE AS MANUFACTURED BY WEYERHAEUSER. MATERIALS, FABRICATION, HANDLING CONTRACTOR.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE 2. ALL STRUCTURAL STEEL THAT IS PART OF THE SFS SHALL BE DETAILED AND FABRICATED IN AND INSTALLATION SHALL BE PER ICC ESR 1387 AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. X X X X X X S210 FOUNDATION PLAN-SECTOR 1 www.bora.co INNIIIIIIIIP THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. MODULUS OF ELASTICITY: E= 1550 KSI BEAM/1000 RIM. X X X X X S211 FOUNDATION PLAN-SECTOR 1A 111111111111111, ACCORDANCE WITH"SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDING".ANSI/AISC 341. ' 12. THIS PROJECT INCLUDES VOLUNTARY WORK TO UPGRADE THE LATERAL FORCE RESISTING SYSTEMS 3. ALL WELDING SHALL CONFORM TO CURRENT AMERICAN WELDING SOCIETY STANDARDS AND TO BE 3.) BENDING STRENGTH: Fb=2325 PSI BEAM/1300 RIM. I X X X X X S212 FOUNDATION PLAN-SECTOR 2 OF THE EXISTING STRUCTURES. FUNDS FOR THE UPGRADE WERE OBTAINED THROUGHT THE SEISMIC PERFORMED BY CERTIFIED WELDERS. 4.) SHEAR STRENGTH: Fv=525 PSI BEAM/395 RIM. X X X X X S213 FOUNDATION PLAN-SECTOR 3 I RI 0 @ ITO Kc 1:1&IA REHABILITATION GRANT PROGRAM (SRGP).ASCE 41-13 WAS USED AS THE REFERENCE DOCUMENT FOR 4. STEEL GRADES: C. PARALLEL STRAND LUMBER(PSL): A. W SHAPES: ASTM A 992. X X X X X S215 FOUNDATION PLAN-SECTOR 5 THE UPGRADES.CONFORMANCE TO THE CURRENT BUILDING CODE CODE IS NOT INTENDED. 1.) SIZES SHOWN ARE AS MANUFACTURED BY WEYERHAEUSER. MATERIALS, FABRICATION, HANDLING DEAN B. PLATES, OTHER SHAPES AND RODS: ASTM A 36. AND INSTALLATION SHALL BE PER ICC ESR 1387 AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. X X X X X X S220 MECHANICAL FLOOR FRAMING&CEILING LEVEL PLAN-SECTOR 1 C. HOLLOW STRUCTURAL SECTIONS(HSS): ASTM A 500, GRADE B.OR ASTM 1085 2.) MODULUS OF ELASTICITY: E=2200 KSI. X X X X X S221 MECHANICAL FLOOR FRAMING&CEILING LEVEL PLAN-SECTOR 1A CONSULTING AND STRUCTURAL DESIGN CRITERIA 1. BUILDING CODE: D. PIPE: ASTM A 53,GRADE B. 3.) BENDING STRENGTH: Fb=2900 PSI. I X X X X X S222 MECHANICAL FLOOR FRAMING&CEILING LEVEL PLAN-SECTOR 2 ENGINEERS SINCE 1919 E. BOLTS: 4.) SHEAR STRENGTH: Fv=290 PSI. X X X X X S223 MECHANICAL FLOOR FRAMING&CEILING LEVEL PLAN-SECTOR 3 0 1022 SW Salmon St-Suite 300 A. ALTERATIONS:OREGON STRUCTURAL SPECIALITY CODE(OSSC)2014 EDITION. B. VOLUNTARY SEISMIC UPGRADE:ASCE 41-13 SEISMIC EVALUATION AND RETROFIT OF EXISTING 1.) ASTM A 325N FOR STEEL TO STEEL-STEEL CONNECTIONS. 5. STRUCTURAL SHEATHING: X X X X X S225 MECHANICAL FLOOR FRAMING&CEILING LEVEL PLAN-SECTOR 5 PORTLAND,OREGON 97204 TEL 503-274-1843 FAX 503-273-506 2.) ASTM A 307 FOR WOOD CONNECTIONS,A STANDARD WASHER IS REQUIRED UNDER BOLT HEAD A. ALL PANELS TO BE PLYVVOOD OF MINIMUM 5 PLY CONSTRUCTION. EACH PANEL SHALL BEAR THE BUILDINGS, MODIFIED BY THE REQUIREMENTS OF THE OREGON SEISMIC RETROFIT GRANT PROGRAM OR NUT BEARING ON WOOD. QUALITY TRADEMARK STAMP OF THE"AMERICAN PLYWOOD ASSOCIATION". X X X X X X S230 ROOF FRAMING PLAN-SECTOR 1 PROJECT NO-ND31642 00 2. RISK CATEGORY: III B. GRADES: X X X X X S231 ROOF FRAMING PLAN-SECTOR 1A F. ANCHOR BOLTS: ASTM F 1554, GRADE 36. 3. DEAD LOADS 1.) WALLS: X X X X X X S232 ROOF FRAMING PLAN-SECTOR 2 A. SELF WEIGHT OF STRUCTURE 5. ALL WELDING ELECTRODES SHALL BE E70XX, UNLESS OTHERWISE NOTED.A. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION, UNO. a. 1/2","C-D", GROUP 1, SPAN INDEX 32/16, EXPOSURE 1. X X X X X S233 ROOF FRAMING PLAN-SECTOR 3 5 B. ALLOWANCES 1.) SPRINKLERS= 1.0 PSF B. ALL FILLET WELDS SHALL BE PER AISC. MINIMUM SIZES ARE BASED ON THICKNESS OF MATERIALS C. MINIMUM NAILING REQUIREMENTS: X X X X X S235 ROOF FRAMING PLAN-SECTOR 5 5 LIVE LOADS: 1.) NAIL SIZE: USE 0.131"DIAMETER x 2 1/4"GUN NAIL. 2.) MECHANICAL EQUIPMENT=50 PSF JOINED, UNO.6. HEADED STUD ANCHORS(HSA)/WELDED STUDS(WS):ASTM A108.WELDED ACCORDING TO THE 2.) SPACING: SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS: X X X X S400 DETAILS MANUFACTURER'S SPECIFICATIONS AND PROCEDURES. REFER TO DETAILS FOR STUD DIAMETER AND a. PANEL EDGES©6"OC. X X X S500 DETAILS A: FLOOR LIVE LOAD: LENGTH. b. INTERIOR BEARINGS @ 12"OC. X X X S501 DETAILS 1.) CLASSROOMS:40 PSF. 7. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT FABRICATION ERRORS WITHOUT THE c. GLUE LAM BEAMS&SHEAR COLLECTORS @ 6"OC. X X X S502 DETAILS 2.) LOBBIES AND FIRST FLOOR CORRIDORS: 100 PSF. 3.) PROVIDE 2x SOLID BLOCKING AT PANEL EDGES OF WALL SHEATHING. APPROVAL OF THE STRUCTURAL ENGINEER. X X S503 DETAILS 4. SNOW LOAD: 8. NON-SHRINK GROUT IS REQUIRED UNDER ALL BASE PLATES. GROUT SHALL COMPLY WITH ASTM C 1107 4.) SHEATHING FASTENERS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. GRADE A AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. X X X S504 DETAILS A. GROUND SNOW LOAD: 10 PSF 5.) HD GALVANIZED NAILS SHALL BE USED WHEN NAILING TO PRESSURE TREATED MEMBERS. B. SNOW IMPORTANCE FACTOR: 1.1 D. PANEL LAYOUT: 1 8 25 25 22 17 16 TOTAL SHEETS D. THERMAL FACTOR: 1.0 1.) LONG DIMENSION OF PANEL TO BE PERPENDICULAR TO FRAMING MEMBERS, EXCEPT E. DRIFTED SNOW: IN ACCORDANCE WITH ASCE 7 CHAPTER 7. 6. WIND DESIGN DATA: POST-INSTALLED CONCRETE AND MASONRY ANCHORS PANELS AT WALLS MAYBE INSTALLED WITH LONG DIMENSION PARALLEL TO STUDS.1. INSTALLATION HOLES FOR POST-INSTALLED ANCHORS SHALL BE DRILLED WITH A ROTARY HAMMER OR 2.) END JOINTS IN ADJACENT RUNS SHALL BE STAGGERED 4 FEET. WIND EXPOSURE CATEGORY: B . OTHER SUITABLE METHODS TO ENSURE THAT EXISTING REINFORCING IS NOT DAMAGED.ALL MISDRILLED 3.) MINIMUM PANEL WIDTH SHALL BE 12". OR UNACCEPTABLE HOLES SHALL NOT BE USED AND GROUTED SOLID. - BASIC WIND SPEED:V= 120 MPH 3 SECOND GUST. 4.) EDGES OF ALL PANELS LESS THAN 24"WIDE SHALL BE BACKED BY BLOCKING(2x4 MIN 7. EARTHQUAKE DESIGN DATA(ALTERATIONS): SIZE). 2. SPECIAL INSPECTION AND ANCHOR TESTING: SEISMIC IMPORTANCE FACTOR: 1= 1.25 6. JOIST HANGERS AND FRAMING CONNECTORS: a.. A. SPECIAL INSPECTION IS REQUIRED UNLESS NOTED OTHERWISE. SEISMIC DESIGN CATEGORY: D. A. DETAILS ARE SHOWN WITH SIMPSON"STRONG-TIE"CONNECTORS. NAILING SHALL BE PER ICC 1) DRILL-BIT COMPLIANCE WITH ANSI B94 12-1977. ,ctikkje njitei SITE CLASS: D RESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICC APPROVED LOADS. THE MAXIMUM GAP 2) CHECK HOLE DEPTH&CLEANLINESS, PRODUCT DESCRIPTION INCLUDING PRODUCT NAME, ROD 1.) SHORT PERIOD: Ss=0.98. DIAMETER AND LENGTH. SPECTRAL RESPONSE ACCELERATION: BETWEEN END OF JOIST AND FACE OF SUPPORTING MEMBER SHALL BE 1/8".WHERE CONNECTION IS <IA PRazr NOT DETAILED, PROVIDE APPROPRIATE CONNECTOR PER MANUFACTURER'S RECOMMENDATION. 3) VERIFY EPDXY/ADHES1VE EXPIRATION DATE. :44 DESIGN SPECTRAL RESPONSE ACCELERATION: ,.e11149 2.) 1 SECOND PERIOD: S1 =0.42. 4) VERIFY INSTALLATION AND IN-SERVICE TEMPERATURE REQUIREMENTS MEET MANUFACTURER'S 7. SILL PLATES AND ANCHOR BOLTS: " A 1.) SHORT PERIOD: Sds=0.72. CURRENT ICC REPORT REQUIREMENTS. A. SILL PLATES SHALL BE DOUGLAS FIR/LARCH NO.2 AND PRESSURE TREATED. 5) CHECK ANCHOR INSTALLATION METHOD REQUIREMENTS WITH MANUFACTURER'S PUBLISHED B. SILL PLATES ARE TO BEAR FULLY ON THE TOPS OF THE FOUNDATION WALLS AND/OR SLABS. THE ABBREVIATIONS 4 I,p li[of . ro lir,. 2.) 1 SECOND PERIOD: Sd1 =0.44. INSTRUCTIONS AND THE CURRENT ICC REPORT. TOPS OF ALL FOUNDATION WALLS/SLABS SHALL BE SMOOTH AND LEVEL. THE TOPS OF OREGON SEISMIC RESPONSE COEFFICIENT:Cs=0.14. 3. ADHESIVE ANCHORS&REINFORCING STEEL DOWELS: INSTALLATION SHALL BE IN ACCORDANCE WITH FOUNDATION WALLS/SLABS SHALL BE CONSIDERED LEVEL WHEN THE MAXIMUM DEVIATION FROM DESIGN BASE SHEAR:V=Cs TIMES W(W=BUILDING SEISMIC DEAD LOAD). CURRENT PRODUCT ICC REPORT. GRADE IS+/-1/8 INCH AND THE DEPRESSION BETWEEN HIGH SPOTS IS NOT GREATER THAN 1/8 ' AB ANCHOR BOLT JST JOIST ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE. ABV ABOVE JT JOINT -IfIN T. 9 THE FOLLOWING EPDXIES ARE APPROVED: INCH ALONG A 10 FOOT STRAIGHT EDGE. 8. EARTHQUAKE DESIGN DATA(VOLUNTARY SEISMIC UPGRADE): ADDM ADDENDUM A. CONCRETE: DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT=8 DIAMETERS. C. ANCHOR BOLTS TO BE GALVANIZED OR STAINLESS STEEL ASTM F 1554, GRADE 36 WITH STANDARD PERFORMANCE SAFTEY OBJECTIVE: BASIC PERFORMANCE OBJECTIVE FOR EXISTING BUILDINGS(BPOE) ALT ALTERNATE K KIP(S), 1000 POUNDS I EXPIRATION DATE: 12-31-17 1 1) SET-XP EPDXY ADHESIVE AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR 2508 BOLT HEAD OR EQUAL DEFORMATION IN THE EMBEDDED PORTION. CUT THREADS ARE REQUIRED STRUCTURAL& NON-STRUCTURAL PERFORMANCE LEVEL: LIFE SAFETY ALUM ALUMINUM 2) HIT-RE 500-SD AS MANUFACTURED BY HILTI, INC., ICC-ES ESR 2322. AT ALL ANCHOR BOLTS. 1 DIGITAL SIGNATURE: 05-04-171 LEVEL OF SEISMICITY: HIGH 3) PURE 110+AS MANUFACTURED BY POWERS FASTENERS, ICC-ES ESR-3298. D. THE SPACING AND SIZE OF ANCHOR BOLTS SHALL BE AS SHOWN IN DETAILS. AN ANCHOR LBS POUNDS 4 SPECTRAL RESPONSE ACCELERATION(BSE-1E): 4. ADHESIVE ANCHORS INTO EXISTING UNGROUTED MASONRY CELLS: E. LOCATE AN ANCHOR BOLT AT 6"MINIMUM TO 12"MAXIMUM FROM ENDS OF EACH PIECE. EACH APPROX APPROXIMATE LH LEFT HAND 1.) SHORT PERIOD: Ss=0.29. 2.) 1 SECOND PERIOD: S1 =0.11. USE HILT! 1/2"DIAMETER HIT-A THREADED ROD, HIT-HY150 ADHESIVE,AND HILTI HIT-S-16/2 SCREEN. LENGTH OF PLATE TO HAVE A MINIMUM OF TWO ANCHOR BOLTS. ARCH ARCHITECTURAL LL LIVE LOAD 4 INSTALL ANCHORS INTO FACE SHELL OF EXISTING UNGROUTED MASONRY. LOCATION AND SPACING AS F. INSTALL EXTRA ANCHOR BOLTS AS REQUIRED, WHERE PLATE IS CUT OR NOTCHED. AVG AVERAGE LLH LONG LEG HORIZONTAL DESIGN SPECTRAL RESPONSE ACCELERATION: INDICATED IN STRUCTURAL DRAWINGS. INSTALL ANCHORS PER MANUFACTURERS INSTRUCTIONS. G. SILL PLATES SHALL NOT BE DAPPED AT BOLT HEADS. LLV LONG LEG VERTICAL 1.) SHORT PERIOD: Sxs=0.46. 5. EXPANSION ANCHORS: INSTALLATION SHALL BE IN ACCORDANCE WITH PRODUCT ICC REPORT. H. PROVIDE 3x3x1/4 GALVANIZED OR STAINLESS STEEL PLATE WASHERS AT ALL ANCHOR BOLTS. B BOTTOM (REINF) LOC(S) LOCATION(S) 2.) 1 SECOND PERIOD: Sxl =0.26. THE FOLLOWING ANCHORS ARE APPROVED: PLATE WASHER SHALL EXTEND TO WITHIN 1/2"OF WALL SHTG. IF PLATE WASHER IS DIAGONALLY BF BRACED FRAME LSL LAMINATED STRAND LUMBER A CONCRETE: DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT=8 DIAMETERS. ANALYSIS PROCEDURE USED: LINEAR STATIC PROCEDURE SLOTTED, PROVIDE STANDARD CUT WASHER UNDER NUT. BLDG BUILDING LVL LAMINATED VENEER LUMBER 1) STRONG-BOLT AS MANUFACTURED BY SIMPSON STRONG-TIE, ICC-ES ESR 1771. 8. FABRICATION OF TIMBER CONNECTORS: BLKG BLOCKING LV LENGTH VARIES 411000 FOUNDATION 2) KWIK BOLT TZ AS MANUFACTURED BY HILTI INC., ICC-ES ESR 1917 A. FABRICATION SHALL BE IN ACCORDANCE WITH 2005 EDITION"NATIONAL DESIGN SPECIFICATION BLW BELOW 1. FOUNDATION DESIGN IS BASED ON SOILS REPORTS BY GRI DATED: 04/21/2017, REPORT 5970-A. 3)TRUBOLT+AS MANUFACTURED BY ITVV-RAMSET/REDHEAD, ICC-ES ESR 2427 FOR WOOD CONSTRUCTION". BM BEAM MAX MAXIMUM 0 BO BOTTOM OF MECH MECHANICAL 2. FOUNDATION'TYPE:SPREAD FOOTING 6. SCREW ANCHORS: INSTALLATION SHALL BE IN ACCORDANCE WITH CURRENT PRODUCT ICC REPORT. DIAMETER 1.) A WASHER OR METAL PLATE SHALL BE PROVIDED BETWEEN THE WOOD AND THE BOLT ei) 3. DESIGN ALLOWABLES: AS NOTED IN DETAILS. MINIMUM EMBEDMENT=8 DIAMETERS UNLESS NOTED OTHERWISE. HEAD AND/OR NUT. RETIGHTEN BOLTS BEFORE CLOSING IN. BOC BOTTOM OF CONCRETE MEZZ MEZZANINE •____ BOD BOTTOM OF DECK MFR/MFG MANUFACTURER A. SOIL BEARING: 2.50 KSF(DL+LL),3.33 KSF(DL+LL+WIND/EQ). 1)TITEN HD ANCHOR AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR-2713. 2.) BOLT HOLES SHALL BE 1/16'MAXIMUM OVERSIZE. B. LATERAL BEARING: 300 PSF/FT. 2) WEDGE-BOLT+AS MANUFACTURED BY POWERS FASTENERS, ICC-ES-2966. 3.) LAG BOLTS: BOF BOTTOM OF FRAMING MIN MINIMUM 0 L. C. COEFFICIENT OF FRICTION: 0.35. . 7. WHERE ANCHORS ARE INSTALLED IN CONTACT WITH WOOD FRAMING AN OVERSIZE WASHER IS REQUIRED IN a. LEAD HOLES SHALL BE DRILLED FOR LAG BOLTS: BOS BOTTOM OF STEEL MISC MISCELLANEOUS 4. FOLLOW RECOMMENDATIONS IN SOIL REPORT FOR ALL FOUNDATION WORK. ORDER TO ACHIEVE TORQUE REQUIRED BY THE ICC REPORT. THE WASHER SHALL BE OF SUFFICIENT SIZE TO SHANK PORTION =SHANK DIAMETER. THREADED PORTION =70%OF SHANK BOT BOTTOM MO MASONRY OPENING a• BRG BEARING MS METAL STUD 5. THE SOILS ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL EXCAVATIONS,SUB GRADES, PREVENT NOTICEABLE DEFORMATION OF WOOD FIBERS ON FACE OF MEMBER DUE TO TIGHTENING OF NUT. DIAMETER. INIONION FILLS AND BACK FILLS. NO REINFORCEMENT OR CONCRETE SHALL BE PLACED IN ANY EXCAVATION OR ON USE MINIMUM WASHER SIZE 1/4"X3"SQUARE.VERIFY REQUIRED WASHER SIZE PRIOR TO INSTALLATION. b. LAGS BOLTS SHALL BE INSTALLED USING A PROPER WRENCH. BRK BRICK MTL METAL ANY SUBGRADE OR FILL UNTIL THAT WORK HAS BEEN REVIEWED AND APPROVED IN WRITING BY THE SOILS 8. POWER ACTUATED FASTENERS(PAF): INSTALLATION SHALL BE IN ACCORDANCE WITH PRODUCT ICC REPORT. 9. BLOCKING/BRIDGING: BTWN BETWEEN ENGINEER. APPROVED ARE MANUFACTURED BY HILTI- ICC-ER ESR 1663, RAMSET- ICC-ER ESR 1799, SIMPSON- A. PROVIDE FULL DEPTH SOLID BLOCKING BETWEEN JOISTS AND RAFTERS OVER SUPPORTS. BZ BOUNDARY ZONE N/A NOT APPLICABLE NIC NOT IN CONTRACT 6. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTRUBED SOIL OR 60MPACTED STRUCTURAL FILL. THE TOP OF ICC-ER ESR 2138, POWERS-ICC-ES ESR-2024, POWERS-ICC-ES ESR 1995,AND POWERS-ICC-ES ESR 2036. B. PROVIDE 2x SOLID BLOCKING BETWEEN STUDS AT MID HEIGHT IN WALLS OVER 81-0"TALL. FOOTING ELEVATIONS ARE SHOWN ON THE PLANS. WHERE SOFT OR LOOSE MATERIAL IS FOUND AT BOTTOM ANCHOR TYPE TO BE SELECTED PER MAUNFACTURERS PUBLISHED INSTRUCTIONS. 10. NOTCHING AND DRILLING FRAMING MEMBERS: CBC CALIFORNIA BUILDING CODE No NUMBER 0 OF FOOTING ELEVATIONS,THE SOFT OR LOOSE MATERIAL SHALL BE REMOVED AND REPLACED WITH A. WOOD OR LIGHT GAGE STEEL TO STEEL CONNECTIONS: 0.145" DIAMETER, MAXIMUM SPACING=24". A. THE CONTRACTOR IS CAUTIONED ABOUT THE DRILLING AND NOTCHING OF STUDS, PLATES, CIP CAST IN PLACE NOM NOMINAL •1. COMPACTED STRUCTURAL FILL AS DIRECTED BY THE SOILS ENGINEER. REFER TO MANUFACTURE'S SPECIFICATIONS AND ICC REPORT FOR PROPER FASTENER EMBEDMENT JOISTS, BEAMS,COLUMNS,AND OTHER FRAMING MEMBERS. CJ CONTROL JOINT NS NEAR SIDE 4•NiP 7. THE SIDES OF FOUNDATIONS SHOWN STRAIGHT ARE FORMED. FOUNDATIONS POURED AGAINST THE EARTH INTO STEEL. B. THE CONTRACTOR SHALL CONSULT WITH THE STRUCTURAL ENGINEER BEFORE NOTCHING OR CL CENTERLINE NTS NOT TO SCALE AT CONTRACTOR'S OPTION REQUIRE THE FOLLOWING PRECAUTIONS: B. WOOD OR LIGHT GAGE STEEL TO CONCRETE CONNECTIONS: 0.145"DIAMETER, MAXIMUM SPACING=24", DRILLING ANY FRAMING CLG CEILING (N) NEW CO A. SIDES OF EXCAVATION MUST BE VERTICAL(OVER POURING AND MUSHROOMING NOT ALLOWED). CONCRETE EMBEDMENT= 1 1/2". MEMBERS WHERE NOT SPECIFICALLY DETAILED IN STRUCTURAL DRAWINGS. CLR CLEAR L. 11. NAILING SCHEDULE: CMU CONCRETE MASONRY UNIT OC ON CENTER B. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF SOIL SLOUGHING BEFORE, DURING,AND 0 CONNECTION NAILING COL COLUMN OD OUTSIDE DIAMETER AFTER POUR. OF OUTSIDE FACE +la JOIST TO SUPPORT-TOE NAIL 3-8d CONC CONCRETE 8. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATION FOR EITHER SURFACE WATER,GROUND WATER OR SEEPAGE IF REQUIRED. LIGHT GAGE STEEL FRAMING BRIDGING TO JOIST-TOE NAIL EACH END 2-8d CONN CONNECTION OH OPPOSITE HAND C/) 3 9. BACK FILL OVER EXCAVATED FOOTINGS WITH CONCRETE OF SAME DESIGN STRENGTH AS FOOTING 1. ALL STUDS SHALL BE MANUFACTURED BY MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION BLOCKING TO JOIST-TOE NAIL CONCRETE OR COMPACTED STRUCTURAL FILL,AS DIRECTED OTHERWISE BY THE SOILS ENGINEER. (SSMA), CHICAGO, IL. EACH END 3-8d CONT CONTINUOUS OPNG OPENING BLOCKING TO PLATE OR BEAM-TOE NAIL 3- 12d COORD COORDINATE OPP OPPOSITE 3 a) 10. STEP CONTINUOUS FOOTINGS AT VARYING ELEVATIONS PER TYPICAL DETAIL. SLOPING OF FOOTINGS IS 2. INSTALLATION SHALL COMPLY WITH ASTM C 1007 AND AISI STANDARD: NORTH AMERICAN STANDARD FOR 2" DECKING TO SUPPORT-BLIND& FACE NAIL 2-16d CP COMPLETE PENETRATION Of PROHIBITED. COLD-FORMED STEEL FRAMING-GENERAL PROVISIONS. STUD TO PLATE-TOE NAIL 4-8d CSJ CONSTRUCTION JOINT 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTING ALL EXISTING UTILITIES, 3. MATERIAL SHALL COMPLY WITH: OR-END NAIL 2X6&2X4 STUDS 3-16d CSK COUNTER SINK a) (NI EXISTING STRUCTURES, ETC.,WHETHER INDICATED OR NOT,WHICH MAY BE AFFECTED BY THE A. ASTM A 653 SS. AND-END NAIL 2X8 STUDS. 4-16d CTR CENTER PAF POWDER ACTUATED FASTENERS CONSTRUCTION PROCESS. B. GRADE 33 FOR 33 AND 43 MIL MATERIAL. MULTIPLE STUDS OR LAMINATED COLUMNS-FACE NAIL- 16d @ 12"OC PJ PANEL JOINT (I) ;174 0 12. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT THE STRUCTURAL C. GRADE 50 FOR 54, 68 AND 97 MIL MATERIAL. TOP PLATES-FACE NAIL 16d @ 12"OC DBA DEFORMED BAR ANCHOR PL PLATE VJ 1- ENGINEER'S APPROVAL. D. THE PHYSICAL AND STRUCTURAL PROPERTIES LISTED UNDER ICC ESR-4943P SHALL BE TOP PLATES-JOINTS&INTERSECTIONS-FACE NAIL-- 4- 16d EACH END DBL DOUBLE PLWD PLYWOOD 13. SLABS ON GRADE SHALL BE SUPPORTED ON NATURAL GRADE OR COMPACTED STRUCTURAL FILL CONSIDERED AS THE MINIMUM PERMITTED FOR ALL STRUCTURAL COLD-FORMED FRAMING AND LAMINATED HEADER-FACE NAIL ALONG EACH EDGE-- 16d @ 12"OC DEMO DEMOLISH PNL PANEL ACCORDING TO THE RECOMMENDATIONS OF THE SOILS REPORT. ASSOCIATED ACCESSORIES. JOISTS, LAPS OVER SUPPORTS-FACE NAIL 4-16d DF-L DOUGLAS FIR/LARCH PP PARTIAL PENETRATION c CJ (Ni 14. THE SLOPE BETWEEN THE LOWER EDGES OF ADJACENT FOUNDATIONS SHALL NOT EXCEED 45 DEGREES 4. FASTENERS: BUILT-UP CORNER STUDS 16d @ 12"OC D, DIA DIAMETER PSF POUNDS PER SQUARE FOOT CO N. WITH THE HORIZONTAL, UNLESS INDICATED OTHERWISE IN THE DRAWINGS. MAINTAIN A 1:1 SLOPE FROM CONNECTIONS SHALL BE MADE WITH SELF-DRILLING,SELF-TAPPING SHEET METAL SCREWS OR POWDER A. NAILING SCHEDULE AND THE STRUCTURAL DETAILS ARE BASED ON THE USAGE OF"COMMON"VVIRE DIAG DIAGONAL PSL PARALLEL STRAND LUMBER Low BOTTOM EDGE OF ANY EXCAVATION. ACTUATED FASTENERS(PAF),AS SHOWN IN TYPICAL DETAILS. SCREW FASTENERS SHALL BE ORGANIC- NAILS, EXCEPT THAT 16d"SINKER"NAILS(0.148" DIA x 3-1/4") MAY BE USED WHERE 16d IS DIAPH DIAPHRAGM PT POST TENSIONED/ O) 15. DURING BACKFILLING OPERATIONS, FOUNDATION WALL BACKFILL SHALL NOT BE UNBALANCED BY MORE POLYMER(CADMIUM WITH CHROMATE)COATED FORCORROSION RESISTANCE. HILTI"KWIKCOTE OR ELCO SPECIFIED. DIM DIMENSION PRESSURE TREATED (3) f;"" - THAN TWO FEET ON EITHER SIDE AT ANY TIME. "STALGARD". SCREW FASTENERS SHALL BE INSTALLED SO THAT PENETRATION OF THE SCREWS IF"GUN"NAILS ARE USED,THE CONTRACTOR SHALL SUBMIT NAIL DATA FOR REVIEW PRIOR TO DJ DOUBLE JOIST U) " %." 16. BASEMENT WALLS SHALL NOT BE BACKFILLED UNTIL THE BASEMENT LEVEL SLAB ON GRADE IS PLACED THROUGH JOINED MATERIAL SHOULD NOT BE LESS THAN 3 EXPOSED THREADS AND AT A SPACING AND BEGINNING CONSTRUCTION. DL DEAD LOAD R, RAD RADIUS V/ 41111111111•1111 01•11111111101 ."' LO AND CURED A MINIMUM OF FOUR DAYS. DO NOT BACKFILL MORE THAN[41FEET BEHIND THE BASEMENT EDGE DISTANCE NOT LESS THAN 3 SCREW DIAMETERS. B. HD GALVANIZED OR STAINLESS STEEL NAILS SHALL BE USED WHEN NAILING TO PRESSURE ON DOWN REF REFERENCE 0 WALLS UNTIL THE UPPER LEVEL FRAMING SUPPORTING THE TOP OF WALL IS COMPLETE. 5. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH THE LATEST AMERICAN WELDING STANDARDS D1.1 TREATED MEMBERS DO DITTO(SAME) REINF REINFORCEMENT 17. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN AND INSTALLATION OF ALL CRIBBING, SHEETING AND AND D1.3. WELDS SHALL BE FILLET OR GROOVE TO MATCH THE THINNEST MATERIAL BEING JOINED. DP DEEP REQD REQUIRED 0 CO a3 SHORING ETC. REQUIRED FOR CONSTRUCTION OF THE PROJECT AND SHALL BE SOLELY RESPONSIBLE FOR 6. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS DT DRAG TRUSS REV REVISION E3) C) .- ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT OR AS REQUIRED FOR AND ANGULAR FIT AGAINST ABUTTING MEMBERS. DTL DETAIL RH RIGHT HAND LI_ 'T- i- PROPERTY, STRUCTURES,STREETS AND UTILITIES. 7. ALL FIELD CUTTING OF STUDS SHALL BE DONE BY SAWING OR SHEARING. DWG DRAWING RO ROUGH OPENING 8. SPLICES IN STUDS, JOISTS, OR OTHER MEMBERS ARE NOT PERMITTED. t3P2-CC7 .......<: (OA__ 9. SILL PLATES ARE TO BEAR FULLY ON THE TOPS OF THE FOUNDATION WALLS AND/OR SLABS. THE TOPS OF EA EACH SAD SEE ARCHITECTURAL DRAWINGS CONCRETE ALL FOUNDATION WALLS/SLABS SHALL BE SMOOTH AND LEVEL.THE TOPS OF FOUNDATION WALLS/SLABS EB EXPANSION BOLT SCD SEE CIVIL DRAWINGS City of Tigard 1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318. USE MIXES WITH A SHALL BE CONSIDERED LEVEL WHEN THE MAXIMUM DEVIATION FROM GRADE IS+/-1/8 INCH AND THE EF EACH FACE SCH SCHEDULE SECT SECTION6. . 0 - , Plans ...r TW ,.., 0,....„ MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE ENCOUNTERED IN DEPRESSION BETWEEN HIGH SPOTS IS NOT GREATER THAN 1/8 INCH ALONG A 10 FOOT STRAIGHT EDGE. EJ EXPANSION JOINT ' 11 ACCORDANCE WITH ACI RECOMMENDATIONS. GROUT SHALL BE USED TO COMPENSATE FOR UNEVENNESS OF FOUNDATIONS FOR UP TO%"GAP .,, ,,..----'' ,_, ,,, ,,,, ,... EL ELEVATION SF SQUARE FEET 0.4, 2. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE BETWEEN THE BOTTOM TRACK AND FOUNDATION. ELEV ELEVATOR SHT SHEET By . . Date EN EDGE NAILING SHTG SHEATHING OWNERS TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS EQ EQUAL SIM SIMILAR THE CONTRACTOR'S. SUBMIT TEST DATA ON EACH PROPOSED MIX FOR REVIEW IN ACCORDANCE WITH EQUIP EQUIPMENT SL SNOW LOAD 2 IBC SECTION 1905.6. MIX DESIGNS SUBMITTED WITHOUT THE REQUIRED TEST DATA WILL BE SURE-BOARD SERIES 200 GYPSUM SHEAR WALLSi'S .1 se> • SMD SEE MECHANICAL DRAWINGS 2 1. ALL PANELS TO BE 5/8"THICK GYPSUM PANELS WITH A LAMINATED 22 GAGE METAL PANEL,AS EW EACH WAY SOC SLAB ON ES EACH SIDE REVISION RETURNED WITHOUT REVIEW. GRADE 3. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I OR II. MANUFACTURERED BY CEMCO PER EVALUATION SERVICE REPORT NO. ER-0126. ..-• 4. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF A. MINIMUM FASTENING REQUIREMENTS: (E), EXIST EXISTING SPECS SPECIFICATIONS ASTM C 33 AND PROJECT SPECIFICATIONS. 1.) SCREW SIZE: NO. 8 SELF DRILLING/SELF TAPPING BUGLE HEAD SCREWS X 2"LONG 4:,. . EXP EXPANSION SQ SQUARE 6. CONCRETE SHALL HAVE THE FOLLOWING 28 DAY STRENGTHS, F'c: 4000 PSI 2.) SPACING: SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS: "$.„...V--- < % 1 EXT EXTERIOR SS STAINLESS STEEL (ALL CONCRETE SHALL BE NORMAL WEIGHT, EXCEPT AS NOTED) a. PANEL EDGES @ 2"OC. -,„ . ,..s., ,,,, . STD STANDARD OFFICE COPY 7. SCHEDULING OF WORK MAY REQUIRE ACHIEVEMENT OF DESIGN STRENGTH IN A SHORTER PERIOD OF TIME. b. INTERIOR BEARINGS @ 12"OC. FDN FOUNDATION STGD STAGGERED 8. CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED (1/4"AMPLITUDE)BY SAND BLASTING OR 3.) PROVIDE SOLID BLOCKING AT PANEL EDGES SAME SIZE AS WALL FRAMING. FIN FINISH STL STEEL FLR FLOOR(ING) STIFF STIFFENER MECHANICAL MEANS. CLEAN BEFORE POUR. LOCATION TO BE APPROVED BY THE STRUCTURAL ENGINEER. 4.) SHEATHING FASTENERS SHALL BE DRIVEN FWSH VVITH FACE OF PANEL BUT SHALL NOT ...'..% ,. ---- • 1111111114 SUBMIT LOCATION PLAN OR ALL PROPOSED JOINTS NOT INDICATED ON DRAWINGS FOR APPROVAL PRIOR FRACTURE THE FACE OF THE GYPSUM PANEL. ., -- FO FACE OF STRUCT STRUCTURAL TO BEGINNING WORK. B. PANEL LAYOUT: Jikj---. FOB FACE OF BRICK SYMM SYMMETRICAL FOC FACE OF CONCRETE 9. ALL CONCRETE TO BE REINFORCED, UNLESS SPECIFICALLY NOTED"NOT REINFORCED". 1.) LONG DIMENSION OF PANEL TO BE PARALLEL TO STUDS. 11141110. T TOP(REINF) 10. CONDUIT OR PIPE SIZE(O.D.)SHALL NOT EXCEED 30%OF SLAB THICKNESS,AND SHALL BE PLACED FOUR 2.) MINIMUM PANEL WIDTH SHALL BE 24". - FOF FACE OF FINISH TTTT EH&&Imo:f) DIAMETERS MINIMUM APART, UNLESS SPECIFICALLY DETAILED OTHERWISE. 3.) STEEL FACE OF PANELS TO BE INSTALLED AGAINST FACE OF STUDS. -,.. .,. 11. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE PRIOR TO POURING ---, MARK DATE DESCRIPTION ...... CONCRETE. DO NOT CUT REINFORCING. ' 111 FOSHFOMFACEF FACEAC E 000 FFF SHEATHINGsM TAI JSDONRY FACE OF FOUNDATION WALL THICKTTT E00 MNPTEMPERATURE ANED EABINOusoRT T)EOMGROOVE FOS 12, CORING OF CONCRETE IS NOT PERMITTED UNLESS REVIEWED BY THE STRUCTURAL ENGINEER. TN TOE NAIL HANGING OF SPRINKLER LINES AND OTHER EQUIPMENT FACE OF WALL Issued: 4/21/17 13. EXPOSED PROJECTING CORNERS OF BEAMS,WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4" TO TOP OF 1. SPACING OF SUPPORTS FOR NEW SPRINKLER LINES AND OTHER EQUIPMENT SHALL BE SUCH THAT THE FEET CHAMFER, UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. TOC TOP OF CONCRETE MAXIMUM HANGER LOAD AT JOISTS OR PURLINS IS LIMITED TO 150 POUNDS. HANGERS FOR THE FAR SIDE 14. PRIOR TO PLACING CONCRETE,THE CONTRACTOR SHALL ENSURE THAT ALL REINFORCING AND FFFF sTowF W SPRINKLER LINES SHALL NOT BE LOCATED AT THE SAME MEMBER AS HANGERS FOR OTHER ITEMS. ------ ' ''''',., FTG FOOTING TOD TOP OF DECK(ING) Scale: 12" = 1'-0" EMBEDMENTS, INCLUDING COLUMN ANCHOR BOLTS,ARE PROPERLY LOCATED AND SECURELY TIED IN '---, AIL 400 .0.0%•44 TOF TOP OF FRAMING FOOTING PLACE. DISTRIBUTE THE HANGER LOADS FROM THE VARIOUS TRADES UNIFORMLY THROUGHOUT THE ENTIRE ,-'-- --,„, TOM TOP OF MASONRY 15. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CURING CONCRETE FROM FREEZING AND HOT FRAMING SYSTEM. " .,---- GA GAUGE 2. WHERE SPRINKLER LINES OR EQUIPMENT ARE PARALLEL TO THE JOISTS OR PURLINS, DISTRIBUTE GALV GALVANIZED TOPL TOP OF PLATE WEATHER PER ACI 306.1 AND ACI 305 RESPECTIVELY. /---' TOS TOP OF STEEL WEIGHT OF PIPE AS FOLLOWS: 1-‘1 b, • I , GL GLU-LAM , 16. NO LOADS SHALL BE PLACED ON STRUCTURAL CONCRETE SLABS WITHIN 7 DAYS AFTER CONCRETE IS ..7--- TOW TOP OF WALL GIRDER TRUSS PIPE WEIGHT(INCLUDES WEIGHT OF WATER) MINIMUM SUPPORT - PLACED.AFTER CONCRETE IS PLACED, IN NO CASE SHALL THE SUPERIMPOSED CONSTRUCTION LOADS BE 0. ..*_. ,..- LESS THAN 7.9 POUNDS PER FOOT ONE MEMBER GT GYP GYPSUM TSA THREADED STUD ANCHOR GREATER THAN SPECIFIED DESIGN LIVE LOADS, UNLESS THE WORK IS SHORED. BETWEEN 7.9 AND 16.4 POUNDS PER FOOT TWO MEMBERS GWB GYPSUM WALL BOARD TYP TYPICAL 17. CONTRACTOR SHALL SURVEY ALL CONCRETE WORK WITHIN 48 HOURS OF PLACING CONCRETE TO ENSURE . _ OVER 16.4 POUNDS PER FOOT APPROVAL OF STRUCTURAL ENGINEER - --, THAT PLACEMENT IS IN ACCORDANCE WITH PROJECT REQUIREMENTS. ...-- .-'' '' : 3. EXISTING SPRINKLER LINES SHALL BE BRACED PER THE REQUIREMENTS OF NFPA 13. ...- ---, HD HOLD DOWN UNO UNLESS NOTED OTHERWISE HDG HOT-DIP GALVANIZED HDR Copyright I ' • , --, 4 HORIZ HEADER VERT VERTICAL HORIZONTAL VIF VERIFY IN FIELD ,... -,. HSA HEADED STUD ANCHOR PERMIT SET HSB HIGH STRENGTH BOLTS W/ WITH --, --.„ HSS HOLLOW STRUCTURAL STEEL W/O WITHOUT ---.. HT HEIGHT WD WOOD HVAC HEATING VENTILATING&AC WP WORK POINT WS WELDED STUD GENERAL NOTES, 7) . --- '-'- `-'-: BC INTERNATIONAL BUILDING CODE WI- WEIGHT „ , D INSIDE DIAMETER WWF WELDED WIRE FABRIC ABBREVIATIONS, SHEET eri 7r. F INSIDE FACE - co N INCHES YD YARD INDEX SE ISOMETRIC VIEW NFO INFORMATION NE) NT INTERIOR # POUND,SCREW SIZE, REBAR SIZE s 1 0 0 -4- Lo I 50 I 40 I 30 I 20 I 10 I 0 I , . I 50 I 40 I 30 I 20 I 10 I 0 I 0 w O w 00earr &_ IIL 'I � I i _ ( to I '�f ` I ce,2 ti �.f, m z 6 43IMIL W/ 1/2"LEG ;per 3D OR 4" 1\91NcVn TRAC J 5 6 B 0 ii"* A 'SLP-TRK'AS MFG BY SLEEVE DIA (SEE NOTE BELOW) i-=- ›' DIETRICH, ICC-ESR1042 a PATCH OPENING SKYLIGHT UNLESS NOTED F�r� C¢7 PIPING THRU SLAB OR WALL SAD OPENING �'i i`` p - W/ ••'" FASTENERS TO I I�IppI I �'" — CL SLAB OR 1 112"X22 GAGE STRUCTURAL -''' p 111°1 ` ) , WALL AND (2)#12 SCREWS #10 SCREWS @ STEEL AS READ p p CONDUIT I Bora Architects, Inc. TO(E)TOP / '�� pppp9991 I - .--, _ 720 SW Washington, Suite 800 _ ,-�' pipppp� ;; " C 0- - "— Portland, Oregon 97205 IL,,,, i_ 11 TYPICAL METAL STUD\._ `� 503.226.1575 -`` _' �pp�;` i SIZE AND GAGE AS c� '' MAX"D"=T/3 °D" 3D O Y ..... 0 1.1 f pplp /� REQD OR 2",WHICHEVER �� m WWW.bora.CO 000 il IS SMALLER 0J „ 'NI\ 4-314" MAX �.}��. .; lir �'r/ II CONTINUOUS BRIDGING �¢ 4005200-43 I it pl - i; CHANNEL WHERE NOT SHEATHED CONDUIT IN SLAB OR WALL R90@ �EIQIA (E) 1 1/2"x 22 GAGE STEEL (E)STEEL 4W/L2X2X 18GA x11 ''I1 �' ON BOTH SIDES N JOIST 11)"4,1 , NOTE: DEAN WHERE CLEAR DISTANCE BETWEEN SLEEVES IS IMPOSSIBLE THIS 1 1/2"LENGTH VERTICAL SLOTTED CONSULTING AND STRUCTURAL COPE VERT LEG L4X4 AREA It. EXTEND HORIZ SEE Ili HOLE ES AT LEG OF TRACK SHALL BE TREATED AS AN OPENING PER"REINFORCING AT ENGINEERS SINCE 1919 I I CENTERED ON SCREW lozzswsa�",w,st,.suae3DD I I ` I STRUCTURAL PORTLAND,OREGON 97204 L_-„_ '—J TEL 503-274-1843 FAX:503-273-5696 -_- _i__- 'iv #8 SCREW EA FLANGE CONCRETE SLAB OPENINGS"DETAIL. PROJECT N0.-ND31642.00 hl 0 SLIP TRACK DEFLECTION HEAD AT NON-BRC WALLS PIPE AND CONDUIT IN OR THRU 5 EA SIDE�3 I I (2)#10 EA I SCREWS STEEL ANGLE AT SKYLIGHT OPENING TYPICAL SLOTTED TRACK DETAIL SLAB OR WALL 5 TYP 12 1 1/2" = 11-0" 8 NTS 4 NTS SECTION A- .. THIS POINT SHOWN ON PLAN z 1-6"MIN THUS: ©-4-' ,- g TYPICAL TOC •f' / °- - ///// a CO `-' 5'-0" +/- al SLAB w SEE PLAN ELEVATION, OR 6t ////)�� w w (E)STEEL 1 co JOIST (E) 1 112X22 GA STEEL DECK �.� v_____ TOP CHORD / - / �„ i • • i� 7 SONIMIllie SHAPED 20 GA STUD \ ' .... , - 3505162-33 TYP A #10 @ 4"DC CLOSURE „ WIDTH TRACK TO MATCH STUD GAGE " ",'`''''' '%:/-::-/ �` SEE 10/S101441 [ g AT OPENING W/#10 @ 4 OC EA END TOP&BOTTOM UNO :` 5�w �� J . . .� , A' ,�.. QED PROfE co L i SEE WALL SECTIONS �\S��ere;`� w FOR ADDITIONAL INFO r--� �---A �--, --, DEPRESSED SLAB CONDITION 400S200-43 I I I I t� 1 z r 1U I °° TOP TRACK FASTENER a- \ -4. �"� OREGON W SEE DETAILS CALLED OUT ON PLANS --- (2)#4 CONT UNO g w F� �'1Y 30, ,�9e N 0 350S162-33 SECTION B-B STEEL STUD FINISH GRADE OR I co 1'ji(N T. pt�P 400S200-43PAVING SEE PLAN W i. I ' SEE PLAN FOR SIZE&SPACING I EXPIRATION DATE: 12-31-17 • .` (I) 11-8" ___// • _ #8 SCREW EA SIDE,TYP I DIGITAL SIGNATURE: OS O4-17� 4 �. — L2X2X3 X 20 GA ,` (E) 1 112"x 22 GAGE STEEL 1 �.,�,!� 'i ` A W/(2)#10 EA LEG 4 BOTTOM TRACK FASTENERS is 1 I � Lr J h SEE DETAILS ON PLANS `. 1 h17,,Ar II C7 � 8"MIN \' ✓1 L L2X2X3 X 20GA Ato ��(2)#10 SCREWS EATOP of �' Q EDGE OF SLAB CONDITION (,,� LEG (2)#10 TYP CONC SLAB v� 3505162-33 SECTION A-A 350S162-33 (NON-BEARING) Pel W/FOLDED WEB TYP 'aimmik U TYPICAL STEEL STUD FASTENING ONNINIMID ( TYPICAL HSS COLUMN TO STEEL DECK DETAIL SLAB ON GRADE DETAIL i 14 r 7 / 1 - 1 -0 CL / (E)STEEL JOIST / (E) 1 1/2X22 GA NTS 0 NTS \\::::) - TOP CHORD / / STEEL DECK ( 0 A\1-2.-'------------ � TYP / —A,v__—' • (E)4X12 2X10 BLKG I A B ‘140 SIMPSON A35 EA END 1 t � TMP 162-33 1 1 1 FLANGE , (13 I 3+OS162-33 F I WIDTH REINFORCING BAR SPLICE AND STRAIGHT r -- I MILS= GAGE DEVELOPMENT LENGTHS SCHEDULE 0 _ F- r I 33 20 in 3 e - <> = 71 co vl Et: CV 54 16 Z z a BAR SIZE #3 #4 #5 3 r { a I w V GRADE C 1 68 14 I" Et 1 Lo M crl _ �TEM : TI, 1 : 11 -_ : .: T [ I J �\ o cu to TOP 22" 29" 36" .,-, 0 "� \ °� 1—W o I t4 <x a M OTHER 17" 22" 28" co SLIP TRACK a. 350S162-33 II cn 0 OJ 2 c N STOP AT JAMB STUD / 7 11-- w o TOP 19" 25" 31" ('V 20"DIA OPENING 60051 62-54 00) ›w o / V V U �J 0 o CO _ BUILT-UP STUD A FOR SOLATUBE B I I I � OTHER 15" 19" 24'" � __I SCAFCO ESC550-43 SLIDE CLIP _______\t"\________. - /\____ v--- W/(3)#10 SCREWS TO BUILT-UP STUD L2X2X3 X 20GA MEMBER S=STUD OR JOIST FLANGE THICKNESS AND(3)#10 X 1 1/2 WOOD SCREWS TO (2)#10 SCREWS EA LEG TOP 28" 37" 47" 0 AT WOOD ROOF DEPTH T=TRACK WIDTH IN MILS o wo TYP AT EA STUD-TO-STUD IN 1/100 INCHES 1N 1/100 INCHES SEE M OW! CONNECTION (E) 1 1/2"STEEL DECK PL3X1-0"X 14 GA 600=6" 162= 1.625" CHART co OTHER 22" 29" 36" W/(3)#10 SCREWS 800=8" O 00 W AT 2 LOW DECK FLUTES PLAN 1000= 10" V TOP 24" 32" 40" I Gt -- o - TYPICAL STEEL DECK OPENING AT OTHER 25" 31" L -SIMI 1 I 11- ' IMMO1' (� SOLATUBT STEEL STUD IDENTIFICATION NOTES: .2 SIDES 1 _ 1 -0 NTS 1. TABULATED VALUES ARE BASED ON ACI 318-11 CHAPTER 12,GRADE 60 1/8 / \ REINFORCING BARS AND NORMAL WEIGHT CONCRETE. SLIP TRACK STOP AT JAMB STUD #8 @ 12"OC TYP 2. LAP SPLICES OF DEFORMED BARS AND DEFORMED WIRE IN TENSION 2 2 SIDES SHALL BE CLASS B SPLICES EXCEPT THAT CLASS A SPLICES ARE ALLOWED 2 114 V BUILT-UP STUD _____/' _ SCAFCO ESC550-43 SLIDE 1ST POUR 2ND POURWHEN ONE-HALF OR LESS OF THE TOTAL REINFORCEMENT IS SPLICED WITHIN / 90'-0"MAX THE REQUIRED LAP LENGTH. CLIP - _ 0 11111 r - -c_ HSS/WALL AT STEEL ROOF (2) S162-43 STUDS FOR FO NDATIONT ON LAN w 3. db= NOMINAL DIAMETER OF A BAR. PAINT SLAB EDGE WITH TOOLED JOINT BOND BREAKER BEFORE Y 4. TOP BARS ARE HORIZONTAL REINFORCING WITH MORE THAN 12"OF CONCRETE WHERE EXPOSED c.) SECOND POUR CAST BELOW THE BAR. KEYED JOINT 1— PLAN ;1/ _A hr. ' T150-43 TRACK T&B (2)#4 CONT AT EDGES m 5. OTHER BARS ARE ALL VERTICAL REINFORCING,ALL HORIZONTAL WALL REINFORCING,AND I L3X3 X 18GA X 5" BUILT-UP STUD 3 HORIZONTAL REINFORCING WITH LESS THAN 12"OF CONCRETE BELOW BAR. W/(3)#10 SCREWS f BUILT-UP BOXED HEADER 1 1 05.04.17 Addendum 1 TO BUILT-UP STUD • ; . `�% I J 6. SMALLER BAR LAP LENGTH MAY BE USED WHEN SPLICING DIFFERENT SIZE BARS. AND(2)PAF TO SOG (E)SOG 7. NON-CONTACT LAP SPLICED BARS SHALL NOT BE SPACED TRANSVERSELY FUTHER it ` -- .-. MARK DATE DESCRIPTION SINIONIM - ., APART THAN ONE-FIFTH OF THE REQUIRED LAP SPLICE LENGTH NOR 6 INCHES. I TO CONC ---_I- -- L2X2X18GA X 5" 1'-0" 1'-0" 1'-0" N �_ HSS COLUMN (3)#8 AT HDR / / 12d OR z SEEi!S PLAN I {2}PAF TO HSS COL �12"MIN Issued: 4/2 7 PL 1/2X5X1'-0" TOP& BOT CONSTRUCTION JOINT " Scale: As indicated W/(2) 5/8"DIA X 5" AT CONC SOG HSS1.. TITEN HD COLUMN ' I_ — — \, SEE PLAN 1 + I< NON-SHRINK GROUT 1- + _ = 10'-0"MAX UNO 10'-0"MAX UNO_ ___r„� m '' BUILT-UP JAMB STUD 1 + w TOP OF(E)CONC WALL BOXED HEADER SAW CUT WITHIN to ( ' (2)6005162-43 °° z {2)6007150-43 ;--w — SEE DETAIL 12 HOURS OF PLACING z _ CONC I o �... --4- 1150-43 TRACK N ii- Su: / "Ld" 1 Copyright (4)PAF TOHSS SECTION AT BUILT-UP JAMB STUD (3)#8 EA SIDE TO HEADER I •M s ' PERMIT SET e _ :___ _ .<-> „ �' i 1 WALL OR SLAB REINFORCING SPLICE STOP TRACKS AT HDR WITHIN 1/2 OF VERT TRACK QTYPICAL DETAILS 0., HSS COLUMN AT BOX HEADER CONTROL JOINT FOR CONTINUOUS POUR to di TYPICAL JAMB STUD DETAILS REINFORCING BAR SPLICE TYP HSS COLUMN AT (E) CONC WALL / AT 121-0” TO 16'-0" OPENING i-ci, TYPICAL STEEL STUD HEADER DETAIL JOINTS IN CONC SLAB ON GRADE SCHEDULE AND NOTES (GRADE 60) N 1 1 1/2" = 1'-0" 1_..,,,.,) 1 1/2" = 1'-0" 1 :71. 1 1 1/2" = 1'-0" NTS 0 NTSS 1 0 1 Nt Lo I 50 I 40 I 30 1 20 I 10 I 0 I I 50 I 40 I 30 1 20 I 10 I 0 1 0 0 4 1111 6 0 8 7". 10 GI 1131 EI-4). FOUNDATION PLAN NOTES r 211'-0 314" 'I I 1. SEE SHEET S100 FOR STRUCTURAL NOTES. N -- I 1 161'-10 114" I I / I 49'-2 112" 1 I 1- 2. TOP OF EXISTING SLAB ON GRADE = 100' 0" UNO. c n I 20'-0" 1., 6'-6 3/4" I_ 50'-0" yI 13'-9 112" Iy 21'-11" J., 9'-0 5/8" 25'-11 318" 14'-7" 8'-5 5/8" jr. 40'-8 718" ICI SHT 5212 1 ` - - - - --__ �f 1 '- 3. SAD FOR DIMENSIONS, ELEVATIONS, SLOPES, CURBS, STEPS, ISHT 5222 I I ! AND PADS NOTED ON PLAN. 1 I - - - - — — — — —:—Ih — — — — — — — — — — --— — — — — — — — — — — — — — — — — — — u u — u n n — n n �r n r 31 - CO \ .� I I I , ---- - __ - ----------=—==r---- - --------_ --- =- I --.. .. -- AND _ _ CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS --------•--- --------------- ------ -.----- AND I I- CONDITIONS AND NOTIFY ARCHITECT AND STRUCTURAL I I I I I I 1 ENGINEER I I 1 I I I I i I I 6 L I I I I I I I OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 6 BORA , , , I I I I I I I I I I I I 5. ALL FOUNDATION EXCAVATIONS MUST BE INSPECTED AND v I 1 I APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO .,- I I I I PLACEMENT OF REINFORCING STEEL. O 1 I 1 � + 7 I � 7 I I � � I I \�� - J I .::, F=,� �. .� , I - ' """ - - ! - - - - - - _ - - - - - - - ' ;-: -- 4 1- - . Iv 0 FOUNDATION KEYNOTES mil 720 SW Washington, Suite 800 I I _ � I I I I .ii I I I I 1D ADD (2) 1 3/4 X 5 1/2 LVL KING STUDS EA SIDE Portland, Oregon 97205 ! OF OPENINGS @ (E) DBL STUDS 503.226.1575 I I I I I I I I I I ; I I — I I I I I I ( I I I D ADD DBL LVL 1 3/4X5 1/2 EA SIDE OF (E) DBL STUD WWW bora.co I I 1 I I I I Ii I € I I I I I •. 1 1 I I I I I rsB 29'-4" I I I KIMIILIIEDM L{V 1 I I I IIHD +119'-0" I DEAN 1 o I I I r te — 7 -L.. -� I I I i I I I CONSULTING AND STRUCTURAL -_- L_ I — ENGINEERS SINCE 1919 cD I ■�• •__ ,�• - 1022 SWSaImonSL-Sude3W 1 I I Rir. I 1 II►.11 J I RK I I I I h►=�" I I „►__,,,, LEGEND ► . J 1!1 1..-. I I II _L_ L 1 , 1 1 TEL ECT NO.34 F 97204 -- -- ` I I I I L _ 50&2741343 FAX 503-213-5696 TII PROJECT NO.-ND3164i09 I 1 I I I _ I I I I i I N INDICATES EXISTING WOOD POST. SEE PLAN FOR SIZE. II I 1 I I ' 11f I 1 I 1 I I IS I I I , 5 I I C 1I I .1 1 ... .. ... ..... .._.... INDICATES EXISTING WOOD BEARING WALL ABOVE I , , I r l , I r I I -, I I I 1 II 1 I I 1 I '1 2 I 1 1 GI INDICATES SURFBOARD WALL SHEATHING REQUIRED - -\ - � - _ _ - - - - - - - _ _ - - - - _ -I_ -- - _ _ _F__ _[ • - _ _ - -- - - I- - _ _ _I_ _ - - I - - - - - I 5400 - � - - - 4"Concrete - - _ - � - SEE SHEARWALL SCHEDULE SHEET 5102. 0TAG LOCATED ON FACE OF WALL WITH SHEATHING. 1 1 I II I o 1 I I I 77 I ' I 1 . 1 I L _ � I c _ IPANEL EDGE NAILING AS NOTED IN INCHES. INDICATES PLYWOOD SHEATHING REQUIRED WITH ioil r I 11 I I I I I I ; ISB 16' 8" I I I I I [HD +119'_0" I SEE SHEARWALL SCHEDULE SHEET S102. TAG LOCATED ON FACE OF WALL WITH SHEATHING. I III I I I I I i I I I I REQUIRED LENGTH OF WALL PANEL REQUIRING IJ I SHEATHING. ALL PANELS REQUIRE SHEATHING ALONG_ - ."". 1111 - -\ -I— r - - - - _ -- _ ___ 41_ - - - - - - - - - - - - - - - - -1- - - - - - - - -- - - 1- - - - - - � - - - I- - - - �, - -T - - - _ -- _ _ _ - - - � � - y r ENTIRE WALL LINE IF NO LENGTH IS PROVIDED UGIU a zo I 1 I -', 1 SB 16 25-2" '`� PRO/44:f`�I/ ,Csi- I I I HD �HD +109-0" - ELEVATION OF TOP OF SHEATHING. SHEATH TO �ti �� .- 1 I 1 ' I I I I I € I -----:----- TOP OF WALL IF NO ELEVATION IS PROVIDED c.i ili 1 I _ •I 1 N* •p I SB 13'-10" 1 `� INDICATES WOOD POST 1 1 Y I 1 I; I I I I L J I HD +119'-0" I SEE HOLDOWN SCHEDULE > 1 I OREGON t< 1 I� I 1 1• I EXISTING 112" PLYWOOD SHEATHING 4., 30 0 - - -� — �� — _ _ _ _- - - _ - - _ - - - - - - - - - - - -- - — - - - - - - -� - ,_ —I� - - - - - - - - -� - - - ON ONE SIDE OF WALL O(.�N p ,P — — I - I 14:_ I INDICATES HOLDOWN WITH EPDXY ANCHOR T. I0 I I I I I I i I I 1 - HOLD DOWN SEE DETAIL 3/5400 I EXPIRATION DATE; 12-31-17 I 1 I I I I— 1 f` I i I 1 INDICATES STEEL STUD WALL WITH 15132" STRUCT I 101GITAL SIGNATURE: 05-04-171 4 T I I I I I I j`: \, •i I I PLYWOOD SHEATHING REQUIRED. 1 I I I I I ) 1 I PANEL EDGE SCREWS @ 6"OC112"OC FIELD 4 I I I I (E)CONC FOOTING TYP I L — ---I I L — L - 1 SEE DETAILS FOR ADDITIONAL INFO. TAG LOCATED ON FACE OF WALL WITH SHEATHING. I 11 I I I 1 1 I6S 25%2" I' I 1 _ 1 I II-1D- INDICATES HOLDOWN WITH EPDXY kr 1 1 I --------- ANCHOR Aina f .. € I 1 1 I I I I I I (E)4"CONC SOG I I I •11t1►I I I rt►:�II 11 I I• r I I SEE DETAIL 3/S400 SIM ♦ , rn I I I® NV ►I►�►I li►�ul I v isi rn I _ I - _ I TOC L — J L �— INDICATES DBL STUD POST AT END OF WALL r co I 11 i T L 1 1 I SEE HOLDOWN SCHEDULE cl 1 k, I I 100'-0" I I I .:1 Iii (E)GL COLUMN TYP 1 1 I HOLD DOWNO Sti 11 I i I I I • I I I I I I I I 1 I I 1 I I I I C 1 I I I I I 1 .� 1 H0cz5 1 - — I- 7 - w 0,; ri __ _, . _1 ! I I- j � F _ I I . 117 ! L L _ I I L _ _I L _i I 1 L. 1 1 I 0 CanI f 1 I I I I I I 3 �'J © (E)ELEC PANEL 3 W € I S400 I I I S400 I I I I I ISB 61.-8" ISB 28'-11"I SB 9'-11" ISB 9'-10" SB 13'-9" ICt a) -' 1 -- +109'-0" ---------------- +109,-0,f ------- -=HD +1=-0- — I IHD +109'-0"I - D +1 9'-0'------ FEL a% CV 0 _. ___\ _\ 0.." .` _ T _ ID rf 1.0 -- __I I 1 I - Cr) kJ/ 1- I I -45. — — — — —N. i- — I ;�1 — — — — — — — — q EM) € 1 1 I I I NOTE: I I 1 i 1 ~ 1 SEE PLUMBING DRAWINGS I I 5400 1 I I FOR AREAS THAT REQUIRE i o lc'? I 1 I 1 1 I 1 II SLAB ON GRADE DEMO AND PATCH 1 I I iI N r i I O I ( 1! r + i . I I 1 I I I �2 I jI �I[ iI —I _ ' — _ i I 0 �y�� {� 0 - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - _ __= -__-__ ---== = .ter _ ® LL O , - I— „... , il 1 / N _. .... , 4, -i_i: --v,§ --, ii i/ II ►, : 1 11 g S ► r I ' - 1 ^�� 1II � \„ I i I I ----- co 1 , I I I I 1 -I I — S400 I `'+ -\ - I - - - - - J - - - - - - - - - - - - - - - - - - - -1 - - — - - -- - - - - - 11 1 1 ,� '�'+ �� , - - - - - i1 - - - :fir: I — iii 1 I 1 1 I I I I ( � 1 HD--- - a? I _[ 5400 � 1 Lo i I -1--- r ;. I 1 TYP s I 2 10 2 1 j �_ S400 ��, �g'� I 2 iv I 1 I € I I I I' _ i 1 TYP € � -I 1 1 4" CONC SOG 1II ► 9 I I . i #4@18"OC OVER 1 { I 1A Q 3 4 N I I I I I I HIGH DENSITY FOAM I ' �l I I I I 1 1 , I � - - - 0 .Ir I n n .-_----- - __I do n._-- �� I. II f�[�-�--- .._.._ I I I +y+��K �� :meq i� 1 ��! I_ 1 I I I I I y �-� I II I i g -1 P - -� r— - - - - - - - - - - - - -- ----- - - - - - - - - - - - - � . � - - - - - s400- I .. - - - - - _ _ - - - �� = P 1 aY A en um 1 TYP i�I I I ! I S400 1 . 1 I I I_ —"°` 124-----" -'6--1 J 5 I MARK DATE DESCRIPTION — �? I I I I I I I IHD 12-4 I II 5400 1 I I a 7 U IL -1 -1-1-: fr _ '' I I = n ' . M c�, Ii I I Issued: 4/21/17 ' ter . 1 I r / r te_ .I ...� / �-r — 1 L� f , (� --_ ( ------r--- �:� H- - - - - - - - - - - - - - - -- 1 - - Q Scale: As indicated ., �•■ I I I I I I 1 1 I 1 1 co ii1 I I • 1 1 II: I � I SB 51-5" �SB 5'-7" SB S'-p" �SB 5 7" -}fO I I I I HD +108'-0" — _ HD +108'-0" rl HD +108'-0" HD +108'-0" — L I I `�+ I I I I I — --- -� — / _le I I 1 1 Copyright IAi 7 t I I t I I II $400 + I WORK 121'-3 718" I 49'-0" 1 PART OF WITHIN BOND SCOPE EA IS I PERMIT SET .( I I I 'r I I I I I I I 1 I I Q I I I FOUNDATION PLAN — ,..., 4 (6) 8 10 Clip. 0 0 0 SECTOR 1 0 0 ED 1 rS21 0 FOUNDATION PLAN - S CTOR 1 N 1IS" = 1'-0" v. - 1 50 1 40 I 30 I 20 I 10 1 0 I I 50 I 40 I 30 I 20 1 10 1 0 I FOUNDATION PLAN NOTES 1. SEE SHEET S100 FOR STRUCTURAL NOTES. 2. TOP OF EXISTING SLAB ON GRADE = 100'-0" UNO 3. SAD FOR DIMENSIONS, ELEVATIONS, SLOPES, CURBS. STEPS, AND PADS NOTED ON PLAN. 4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT AND STRUCTURAL ENGINEER 6 OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 6 BORA 5. ALL FOUNDATION EXCAVATIONS MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATION KEYNOTES Bora Architects, Inc. 720 SW Washington, Suite 800 DADD (2) 1 3/4 X 5 1/2 LVL KING STUDS EA SIDE Portland, Oregon 97205 OF OPENINGS @ (E) DBL STUDS 503.226.1575 ADD DBL LVL 1 3/4X5 1/2 EA SIDE OF (E) DBL STUD www.bora.co rn M �`1� n /� M LN � � LfL W IJ L�=+ M DEAN CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 ,on SW Saki=Si•S 300 PORTL$o.OREGON E7204 TEL 509274-1917 FAX 503-27155E5 PROJECT NO.-NO31642.00 5 15 ,__} GO 18M 19 200 220 0 24 25 1 LEGEND 1 148'-0 314" ; . y f ° I 77'-0" I 71'-0 3/4" I INDICATES EXISTING WOOD POST. SEE PLAN FOR SIZE. •• •' �UG I �Ak �( 121-3 114" I 7'-O" 25'-9 1/2" y 121-2 112" 19'-8 314" 10'- 3V4" 15'-0" 45'-0" 9'-2" 10'-0" INDICATES EXISTING WOOD BEARING WALL ABOVE � (--- T 'r 1.r __-_ _. -__-__ ____ I 'I . Ammifill r _ _1 _ _. ____Ii ,T _ ______ _ _ i_ _ _ — _ _ _ _ .7______ ___E____17_____ _ i__ _ OREGON 1 --"yra•-- I I I I I I I 1 I I INDICATES SUREBOARD WALL SHEATHING REQUIRED 1 ��9^ kCHEDULE SHEET S102. I i I TAG SEE LOCATED ONWALL S FACEOF WALL WITH SHEATHING. �O44N 3T, p 'P I I I I -� I I I I ' 1 I I 1 I INDICATES PLYWOOD SHEATHING REQUIRED WITH I EXPIRATION DATE: 12-31-171 I i i,f 1 I I PANEL EDGE NAILING AS NOTED IN INCHES.SEE DIpET S102. TAL slGNATur 05-04-17� I II ; I I I e TAG LOCATED ONWALL S FACEOF WALCHEDULE L WITH SHEATHING. 4 4 .II I I I 1 ; I I I -_ -. ._ `• � a— I REQUIRED LENGTH OF WALL PANEL REQUIRING 1 s e SHEATHING. ALL PANELS REQUIRE SHEATHING ALONG J 1 I I I I I r ENTIRE WALL LINE IF NO LENGTH IS PROVIDED 1lI I SB 6 25'-2" �/ RI i JAMB STUD TYP/ 1 I I I HD 1HD +109-0" - - ELEVATION OF TOP OF SHEATHING. SHEATH TO I L.1 I SEE 1315101 -- ----- TOP OF WALL IF NO ELEVATION IS PROVIDED U I I I I ' - • °� I I i i I I 1 ' I \— 'INDICATES WOOD POST �' v I I ` I SEE HOEDOWN SCHEDULE • • I 1 I I .I s I EXISTING 112" PLYWOOD SHEATHING 0 Lo 1 1 1 I I I I I I I I I .� ON ONE SIDE OF WALL L I Ir INDICATES HOLDOWN WITH EPDXY ANCHOR 11 I I 1 I I I I - HOLD DOWN SEE DETAIL 3/S400 �. I I 1 I I I I I I • I I I INDICATES STEEL STUD WALL WITH 15/32" STRUCT I I I i PLYWOOD SHEATHING REQUIRED HI PANEL EDGE SCREWS @ 6"OC/12" OC FIELDSEE O I 1 (E)4" CONC SOG TAG DETAILS FOR ADDITIONAL INFO. -�+ 1 �] I I I ' I eNr - TAG LOCATED ON FACE OF WALL WITH SHEATHING. a' 'I I I TOC I liz/f WORK iN THIS AREA IS 16S 25' 2" Lr _] l 1 PART OF BOND SCOPE• -- IHO' = INDICATES HOLDOWN WITH EPDXY L°O III 1 �1 100' 0" ----__ ANCHORI II '� ! I I i I . • SEE DETAIL 31S400 SIM� � , � � 0 1 I I I 11 ,— JAMB STUD i �. I # - I / TYP • INDICATES DBL STUD POST AT END OF WALL i. J I I I I I I \ / j' SEE HOLDOWN SCHEDULE CO I ' / 1 I I - - HOLD DOWN 3 W 1. 1 I I I I I f 3 �/ CD I^ I I I � � I _ - � - - - - - - - - - - - - 1 — _ _ - - I - - - - - - - ' _ - L - - - - - - - - - - 1 - - - D � LNn _D I 7 (0 o I f. I I �i H 1 ii I I I [ I a--' CO L � I I 2 cN I I I 111I I I I N I I I � 11 1 •• JAMB STUD TYP 4 I I n, I I I I SEE 13/S101 I I I I I csiI I I I ! ' I I• ', • I LO D �-' 1o _..... pre 1 L.L CM o i= I 1 $400 I t I I L II ii. I I . _ ..itt - 'm'l SHTS213. L------------L-------a-- ------------- - I I I — M._ i 1I LiHTS213 - - 0 0 — \ ,— — - I I I f I L — — _ I L — — _J I I I . I I I I 2 1 I I I 1 1 I I I I I I 1 1 I I E 2 � 2 I i I I 1 1A 1 3 4 0 027 123Y 4y 25 25 X16GI 18 19 20 X22 / _ . — 0 ED 1 yogi r -Adders um 1 FOUNDATION PLAN - SECTOR 5 1/81, . 18" = 1' 0" N MARK DATE DESCRIPTION Issued: 4/21/17 Scale: As indicated Copyright 1 1PERMIT SET FOUNDATION PLAN - co co SECTOR 5 oi Oa 0 S21 5N ,:r Lc) - 1 , .I 50 I 40 1 30 I 20 I 10 I 0 1 50 I 40 I 30 I 20 I 10 I 0 I Crye:-..'\ 3 4�/ 5� 6 C-7) 8� 1 1 r 2 14 T / �T} \ / PLAN NOTES I I 211'-0 314" � I /� 1. SEE SHEET 5100 &S101 FOR STRUCTURAL NOTES. N I /� 161'-10 114" I 49'-2 1/2" i N 2. SAD FOR DIMENSIONS, ELEVATIONS, SLOPES, CURBS, STEPS, zI i 20'-0" ,i 6'-6 3/4" i 50'-0" m i 13'-9 112" i 21'-11" C13 i, 9'-0 518" 25'-11 318" 14'-7" i 8'-5 518" 40' 8 718" ' IAND PADS NOTED ON PLAN. I u) I �I I - 00 � 1 f 1 co (E)2X10 JOISTS @ 16" S500 (E)2X4 JOISTS @ 16" I 3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND SHT S222 SHT S222 CONDITIONS AND NOTIFY ARCHITECT AND STRUCTURAL ENGINEER _—__—__—_-14______________,________________4. _ __._.__ .___. __—.__—__— JI (E)GL 5 118 X 9 (E)GL 5 1/8 X 9 u (E}GL 5 118 X 9 I __—__—__—__—__—__—__—__—__—__—__—_ _—__ —___ —__ ___ _ __—_____�T I OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ''N. __S. _ I Y � 4. CENTERLINE OF STUDS, COLUMNS UNO STUDS, WALLS OR 0 DIMENSIONS AND GRIDS TO FACE OF BRICKS S W _ _ I i =... >_ 0 D - c 6 MING ONLY 5. ALL EXISTING SPRINKLER PIPING SHALL BE BRACED IN ACCORANCE v X . 0 y_�_� 'y---, W r_r_�_ - y_r_r_Y�_r_�_�_�_r_�_r_r-) �, m rn m rn m m rn _ m m m m m m m mBORA rn m m _ _ CO X x x o X X X x X o X X _JCO CO XI X X X x x x X - x I WITH NFPA 13 REQUIREMENTS. wr E 2 2x6 co co co r co 0o 0o o co 0o co X X X - -X X X X co coo 0o ------ co co w coo co X -X 'io N N N N N N N m ( / ( ) r ,- r N r r r r T N r T r N N r I- S- r r s- r I j n In in N in in in in in ^ in in in in v v v v :V v v in in in in in to in 4') 1n J J J J .J „I J ,J _.J J J J J -- J J J --------J J v J -, KEYNOTES C7 C� C9 —_w -O C7 C7 C7 C7 — —C7 U . w w w w w w w C4 C9 C7 C4 C7 C7 LO C9 I w w - w w w w w w 1- -w w w Q ^^ - -`� w w w w w BO CLG = 109'-0"± . w w w - I- (E) - __ 1 SIMPSON CS18 STRAP ON 2x4 FLAT BLOCKING Bora Architects, Inc. 0 I _ (E)GL8314X18 (E)GL8314X131121 (E)GL8314X13112- (E)GL8314X131/2— (E)GL5118X12 (E)GL51/8X12 (E)GL5118X12— (E)GL8314X131/7 ----- -(E)GL 8 3/4 X 13 1/2 Suite 800 --M7 _ ,►,� - �.� _ - -- -- - - - 0 AIL AND i ABOVE 72 SW Washington, S �4- DOOR OPENINGS IN WALL SEE DET ABOVE AND BELOW HVA PENIN _ - : ' • - ,_-_. 1+111 I N , f _ • : ' ; n 97205 X . _ _ — • _ - ' I Portland, Oregon I 5/s° PLWD : : • 1i ', ; . • 503.226.1575 { ) - z r _ _ S_ �: p � i I 1 2 (2)600S162-43 & 2 600T150-43 STEEL STUD I ¢ JJr ilr _ ( ( I I BOX HEADER. SEE DETAIL 9 1 5101 www.bora.Co I X © 1Y x [ I" i 1 (E)(2)2x6 a o ¢ w I I `' I I I I I _ _� — ' ,- in i _ - - ) 'S503 ; 5503 > (E) SUSPENDED LIGHT FIXTURE Lc, I � N L. L � L � L � — I 3 _ rI — PROVIDE SEISM S�03RACING TO ROOF STRUCTURE- Q IA I C7 w` wrd x �' �+ , I r r' �' - . . I I SEE DETAIL Ca (E)2x4 I-4"DC vl _ 5503 _ _ ; _ _ DEAN 3 • 1 b j) (E) SPRINKLER LINE AT EXPOSED CEILING CONSULTING AND STRUCTURAL I BO CLG= 109'-0 I PROVIDE SEISMIC BRACING AS REQUIRED BY NFPA 13 `v I TYP THIS U U U C) X - _ _ ` _ � I D ENGINEERS SINCE 1919 oAREA UND •, • = i ` • 10225WSalmon St.-Sane sao 1 I I I I (E)GL8314X18 y - - � - - ; c17 Ni11►:/hl (E)(2)2X10 •• , + - - r.r r.r + ` , + PORTLAND,OREGON 9720k © - - - - - - -. - � r• _ , - - ~ I ♦ I TEL NO1943 FAX.50.'2715696 J a 4 + �• s 11>.' �1►/l� io;0) I [2>. PROJECT . N001642.00 I TYP • ,r � - , . , + .. j':•_ (E) MECHANICAL DUCT .. I I PROVIDE SEISMIC BRACING TO WALL AT 25'-0"OC MAX 5 I ao co I I I I I I — • ~' _. _ : ,, .. } /� SPACE PL 114X5X3'-0"WI(36) SIMPSON SDS1l4X2 1 (E) (2}2x6 X • �` I I / \ I 1 I CENTERED ON BEAM SPLICE JOINT. / \ 5 ) �BO CLG I • a . , • b D' • (E)CE LIN B LO E •N NE R•MI G. I (7 wT '.' l' • , ) z I I 7 CONT STEEL PLATE W/SDS SCREWS/CONT 4X �- L L L -J _ ; . : ' �' ; ._ �_ : • _ ' _ _ ' x ° _ _ .�-, ¢rn J I L — I D BLOCKING AT SHEARWALL -''l • • 4 • 5503 1� _ - - _ I i 16 S501 I , I i400S162-33 CEILING JOISTS cLD 16"0C GI - ---\- iTYP D 1 I x '_ ,. _ '_ L , -• . ,_ _- �' I > SUSPENDED CEILING OF LESS THAN 1000 SQ FT AREA I 0 0 0 0 ]_ ' I y ' • J b I NOT REQUIRING BRACING to AlkI I w 1 7 7 7 1 7 7 N o- _, . . S500 j 1- - - I I ii --\-- - - - - - - I 410 4, I I I I �� a _ j = _ j _ ; '1_ 350:(E)518" PLWD.,; - .. t : I I I I - - c �1[[�{+ Ifn��[[l/'� N I L. -� _ -to`�'�- X IBOCLG = 11fl'-0"± - , - I I ill I �� :9� X inD 1011°'' i ,i dpi w �BOCLG = 109'-D"±I—c? _ s . . -. ' Tyr r' Ot- - :f j • LEGEND OREGON r I U () C) 0 _w _ ;` ' '"� i I F ��'- 1°�9A `' I D w r II TYP 1I 0 - - - - - ' I S5031 I T i - - 0 IN INDICATES EXISTING WOOD POST gh 0111N T. D '' • I SEE PLAN FOR SIZE EXPIRATION DATE: 12-31-171 ., � + = a I. I I I DIGITAL SIGNATURE- 05-04-171 I N . f _ _' • y_ * S503 I S503 I I I ! 4 I II X N ; - • . „ : • �� I I 7 INDICATES EXISTING WOOD BEARING WALL 4 (E) (2)2x6 °° —X I I I I I 1 • Lo I <)--ff. ,.-1---0 1 I <)-t--.1 i--f--<) I - -� I. _; ;_ _ _ _: f ' ' (i) I I ,I s, INDICATES PLYWOOD SHEARWALL BELOW I ' w f I_ _J L_— _J L— _I L— _J - .- -: )_ r �)' ) ♦ =;' L' I ! I I ------1 SEE FOUNDATION PLAN fa I I 550 ". 1 _ _ ~ •' : �2_6� V 1 9 to I „, (E)GL8314X18 {E) (2)2X10 = ) I n II► .� 1,►.��1 =`' - r S503RA io) _ ram) m r '� - I I INDICATES EXISTING 1 HR SUSPENDED ACT CEILING GRID •nommil m I V_ X X - ' = ., - S503 . r • -, in " I . • . . „1/4_ 1 I (E) 518"PLWD 0 0 co U C) C) U co ,_, - I I I I I WITH INTEGRATED LIGHT FIXTURES I SPRINKLERS O •_z Sio N r ¢ J N J X a a w X . . + ' _ _ _ ,• I I— -.— — INDICATES SEISMIC 12GA SPLAY WIRE BRACING CL (E)(2)2x6 ao - - 4 I I X _ • ' ' VERTICAL COMPRESSION STRUT. 1 �, N I I I I _ I I WITH J w t j—I=- N i--� ,,,, , ' - - _ �_ _ _ +. . - - '� w - ,-' ,,� - - ` - - ,� ) - - - - - ' - I LOCATE BRACING EVERY 125 SQ FT OF CEILING AREA. I I I {9 •• v r I I I 0 .l l „ i I I ■ I I NO SEISMIC OR SEPARATION JOINTS REQUIRED. C I (E)2x4@1'-4"OC °° L I L I I I I J w _ . I 0 I TYP THUS BO CLG - 109'-0"± U - ; • _ ' I . _ 5'- I I — — P L —_ .___ li, INDICATES ANGLED COMPRESSION STRUT BRACING ■ I _ . 1'-= _• • ) -• ) r T f I 1 ON (E) NON-BEARING PARTITION WALLS. �, I AREA UNO 1 • r + I - I • . s . _. , F I LOCATE BRACING @ 5'-0" OC. r'�"� 0 _ __,..\_ - T(E)GL83/4X13112-I—f. :.•.. A► . GL6314X21 Xa- - -- GL6314X21- {E) GL59/8X9 �3L5118X191/2 _� GL51/8X191/1- ' ''o GL 51/8X191/3 I GL51/8X191/9 ' ' • (E)GLB3/4X131/2 i/11. (E)GL8314X131/2.1►AE}�1 - ii 4V 1 1 m sn m m m a) m m m m 0 X X T j ICI) rn rn rn m rn m rn a) m m as �- �� + X X X —o X X X X X X X X a---m = X X X X X X X -x X X X o 0 —o —o o >( V/ r r ¢� r r r r r • 6 INDICATES EXISTING SUSPENDED ACT CEILING GRID V/ °° °° ° X m °�° ° °�° °`° X °�° co °D ao_- r 'rw-°T co c� co Co co `� °pro co co -c� -X -? -s -X m I . WITH INTEGRATED LIGHT FIXTURES I SPRINKLERS 3 r {E (2}2x6 r r r —N ,- r r r —CA r r r " " (�� Y r •r N - - -(� r I 1 cn In in v —in in u1 9 v in in in J ��J o ¢—" " m " " " " " " c� M N N N N N " .� 3 J J J J J J J J J J J U' w r J ..r J J J J J J J J J v .. v J r 1.- ----- I t9 C7 C7 j -C7 CO C7 _ 0 5500 C� _W -O C� U) w W _N-�-C'} CO C) 0 C9 C) O S5fl0 O (9 C� C7 —w -w -w -j -w (9 i. til LU w w w Lu w w w w -~-w ' .- w w w w w 1r w w w w �" Lu 4. . . ti. LII tl . . ti. .. .1 . . I j I BO CLG = 109'-0"±-I-------� SIM (-Ni12K a) - ------------- - - -- - -- . __---------- _. , --_-- _- ----- - - - E 3L 5 118 X 9- ..._, , ' f' 1111 _\,_.\-_ I „ I 1 E Gel U) L_ 1 1 I ,� , _ 1 - - 1 -` I _ ti- - r -• - - • _ _ .L - '- ' - ' r _ "_ , _ . 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I ' ' • : , r ^ ' - ' ' _ • ' ♦, 'r • , .1 • •, , , '- •t r -Tr`• r r •I _ • •,I • • ' r • ? • •-' .• . i_[ ' r P 1 • S503` 5503 S503'' ;r r . . 5503 I 1 i cn --_----- --�•- -- " 0 - - [ ` _ - ) t . . : I I S503 I 1D o ' 0 6 0 o I 4 . . - 1 1 _ _ " ' �- 6 - I 5501 x 1 P = • • I r ' I ' __Lill 1 CJ . lYAdder a m 1 (p).___ _._ ___\,1/4__ _ I _: • - 1 \ MARK DATE DESCRIPTION (T a ssos - .� ? tr---I. I gh Issued: 4121117 r T . • �N 5501 • As - - --= I Scale. indicated ��•- - / ! / I, / l ! / / 1 / / 1 / / / / / 1 / .1 T�-_/--_J._ /._7�L / 1 /., :-! ./ ...1.,_�--_T- ) -. E�- T/ /-7- /- % J J / / !•' / / / • I CNA = 1 I I I I = Ia t- cn 1 cn ' ' t.! � I : . , II' �,�„_,, 4X6 4X6 4X6 -_. - 4X6 4X6 1 ' 7 Ili 7i1 r. _-u wl Jka R3_,-gipJ 1 rI 1 I Copyright 1 PERMIT SET I S500 1 S500 IWORK WITHIN THIS AREA IS 121'-3 7/8” i' 49.-0"1 I L PART OF BOND SCOPE Q I I MECHANICAL FLOOR GIGI4 CI 6 0 (8) 10 411 12 14 FRAMING & CEILING • N LEVEL PLAN – SECTOR 1 CNI 1 --) MECHANICAL FLOOR FRAMING & CEILING LEVEL PLAN - SECTOR 1 0 S220Lo ) 1/8" = 11-0" I 50 I 40 I 30 I 20 I 10 I 0 I I 50 I 40 I 30 I 20 1 10 I 0 I 10 0CII4 0 6 0 8 10GI 41110 14 211'-0 314" PLAN NOTES M I T 161'-10 1/4" 49'-2 1/2" / l co 1. SEE SHEET S100 &S101 FOR STRUCTURAL NOTES. i CO I 20'-0" � 6'-6 3/4" I 50'-0" I 13'-9 1/2" 21'-11" I 9'-0 518" I 25'-11 3/8" 14'-7" 8'-5 518" 1 40'-8 7i8" I I- 2. SAD FOR DIMENSIONS, ELEVATIONS, SLOPES, CURBS, STEPS, t I' - t �r 1 �� - f I AND PADS NOTED ON PLAN. :WSHT 5232 I f 3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS - SHT S232 1 AND CONDITIONS AND NOTIFY ARCHITECT AND STRUCTURAL 0 ,.. i 1 1 I I I �iI I I _ 1i .� �. — 7c7 — — 7 — —1 -- 7 — — - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. _� TOD= 114'x" f a I 4- DIMENSIONS AND GRIDS TO FACE OF BRICK, STUDS, WALLS OR i N CENTERLINE OF STUDS, COLUMNS UNO- 6 r I 6 BORA ,• i 11 M 1: a c� ,_ ` I 1— - Xco ___ (E) S500 X S500 O , X - (E)4X10 @ 3'-9"OC KEYNOTES 4X10 @ 3-9 00 c� -� o p I co ( )3„T 1-1M rW ;w) I C7 I TOD = 119'-D”t� col Ual (J) (E)3"TECTUM 1D PROVIDE L4X4X1/4 EA SIDE OF SKYLIGHT OPENING �„ 1TOD = 119'-0"tl I PERPENDICULAR TO (E)STEEL JOISTS &400S200-43 I CV w / I EA SIDE OF SKYLIGHT PARALLEL TO(E)JOISTS. Bora Architects, Inc. GI /�_ �� T - (E)G_8 3/4 X 13 1/2 (E)GL 8 314 X 1371/2 (E)6X10 — �� — — — SEE DETAIL 1215101- Suite 800 0 - — — — — - 720 SW Washington, / 1 Portland, Oregon 97205 / I 0 I 1 0 1 D EXISTING SUSPENDED LIGHT FIXTURE 503.226.1575 o N I o I o I 1 1 www.bora.co 1 I ' I I D 20" DIAMETER SOLATUBE- I ; © 1 © SEE TYPICAL DECK REINFORCING DETAIL ON 1015101. ""� N U X I N j N I SEE ARCH DWGS FOR ADDITIONAL INFO. e Iw W , co co I 4D 2X4 EA SIDE OF SOLATUBE OPENING DEAN I i 1 W/SIMPSON LUS24 HANGER EA END. kr CONSULTING AND STRUCTURAL I 1TOD = 113'-0"t \\\ — til W (9 C7 D ENGINEERS SINCE 1919 o I X 1 w� W1i 1 5 NON-BRG HSS COLUMN BELOW. 1o�swss,ma sc-s�e3oo ao —I SEE 1415101 FOR CONNECTION TO ROOF DECK PORTIAN�.QREGQN 97204 4 (E}GL834X13112 (E)GL83;4X13112 _.+1 �jr (E)GL 8 3/4 X 13 1/2 (E)GL 8 3/4 X 13 1/2co 0TEGso32741841FAX:5o3273S61IS co I `� ;" 'l { - --- _-__- - _ TM: PRQJEGT NO--ND3f542.00 I W� I 1 I N▪ ' I Ir,l 5 x � 1 LEGEND 5 I x. T: 1 _I ! I fi- gi _ I I I INDICATES EXISTING WOOD POST. SEE PLAN FOR SIZE. 1 I , I 1 - --I- - GO ) INDICATES EXISTING WOOD BEARING WALL CIO __ . i 0 I - m a J ' I I I I I 0 0 0 ~ 0 I 0 0 I INDICATES PLWD SHEARWALL BELOW I o ITOD = 119'-0"± c ///�//// o N 0 o I o I SEE FOUNDATION PLAN I X X X I X X I --------- INDICATES(E) PLWD SHEARWALL BELOW `v _co 1- 1 M co g I 0 SEE FOUNDATION PLAN ,`��}C; 11J/4 � 411110 :9___ _\..__ _ I { X I co J © , o o co CO I CO `' ��E� PROfF�1W-41 5500 4*], S50DCI ib N I C7 CO� p ° C7 4o W w m w 1v , aa) 1 ;V Y ,i, ,- : w ,� , r w x W W w u) 0 JI r- I C7 I p t f1 v p ITOD = 119'-0"t C'1' -JIPPr 1 I,J,J lJJ J N N 1 W W I r OREGON I -; W Wi - - - 0 NI- i �P i0 _ _.\_ co 0 I EXPIRATION GATE: 12-31-17 S d WI I 1 I I DIGITAL SIGNATURE: 05-04-171 4 I ,_ _ I I 4 1 x. 1 COII I I •- 1 91,11 I I 1 L. rI 1 teV,r -TOD= 113-0"� (E)GL83/4X131/2 (E)GL83/4X131/2(E}GL83X131/2 (E)GL834X13112 .coN \\\\ U 1 U ., is, I 0 �N I in p o I O N CO T- CO O Sii `� @ I Ir w N 1 a. I F-0 CO X I I I - coI x x I C W C') _..1 I I co W • W o J J _ 4-0 li TOD= 116'-2" \ tiI CO -I-- _ (--l- 4rA- ---- E)GL 83ti4X73112 (E)GL83�4X131/2 (E)6X10 \ 41riFS( --Fg I' — — L 1111 col�I Ci) m (E)4X10 @ 3'-9"OC ,f; (E)4X10 @ 4'-0"OG I I - XI I- C" I (E)3"TECTUM p 9 w 9 1 I Ct a)i--' I 1 5500 r (V w I S500 - TOD = 119'-0"t1 SIM / I 2 O Lo I �, (E)WCf) 18X4' -T I T I I 14 ti 1r . _i = A M____) - � (_)08X,,.5 i i t 2 - - - M C\) III I l` 1 L. I I 1 1 ' I o 1... W 1 1 ' i H Iirk e O — IM in T2cB i ji II S00 I i O (i3 00 0 II N I i- (E)24" STEEL JOISTS @ 5'-4"OC iI I \\\! 1 - _ I I 1 co I 2 5 �- o a 1 '1 I O 14- —� I (E)28" STEEL JOISTS @'5'-0"OC //7/ I -' I - : 1 /i// TOD= 113'-4" i I L io I : 1 2 u, I ® I I I 1 A Q 3 4 I (E) 1 112" METAL DECK 3 (E) 1 '12" METAL DECK (E) 1 112 METAL DECK 1 ; SSOD 1 I r N_ I I1 I I a I ±I 1 I 11T-5"±I I ' N I ! 1 I ' 1 KEY PLAN I1 1 1 _ - - 'i - � u u 1L t I om 1 I (E)28"STEEL JOISTS @ 5'-4"OC 11 1 1 P I i - 1 P 1 05.04.17 Addendum 1 - \ I I I i ' 1 I I I ' i i I MARK DATE DESCRIPTION - 4 I : I I - I I Q I I © Issued:1 1Issued: 4/21/17 1 S500 sIM • I Scale: As indicated CQ) N. \ Ns I i 1 _____ I I _ s 1 ; ii 1 I HTi L1L ' 1 I 1 Pr I I I I I I I I I I 1 I I L�_---_--- ----�.__-__-__ __ 1 Copyright 1 I s500 5500 1 I ! PERMIT SET WORK WITHIN THIS AREA IS 121'-3 718" 49'-D"I 1 PART OF BOND SCOPE Q 1 1ROOF FRAMING PLAN - 06 CIO6 0 '�8 10 X12 14 SECTOR 1 ._) 411 -4- 0 -1.4.- E. ROOF FRAMING PLAN - SECTOR 1 E. (12) S230 N 118" = 1'-0" 1n 1 50 I 40 I 30 I 20 I 10 I 0 I 1 50 I 40 I 30 I 20 I 10 I 0 PLAN NOTES 1. SEE SHEET S100 & S101 FOR STRUCTURAL NOTES. 2. SAD FOR DIMENSIONS, ELEVATIONS, SLOPES, CURBS, STEPS, AND PADS NOTED ON PLAN. 3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT AND STRUCTURAL 6 ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 6 6 4. DIMENSIONS AND GRIDS TO FACE OF BRICK, STUDS, WALLS OR CENTERLINE OF STUDS, COLUMNS UNO. KEYNOTES Bora Architects, Inc. DPROVIDE L4X4X1/4 EA SIDE OF SKYLIGHT OPENING 720 SW Washington, Suite 800 PERPENDICULAR TO (E) STEEL JOISTS &400S200-43 Portland, Oregon 97205 EA SIDE OF SKYLIGHT PARALLEL TO (E)JOISTS. SEE DETAIL 12/S101 503.226.1575 www.bora.co — 2 EXISTING SUSPENDED LIGHT FIXTURE D20" DIAMETER SOLATUBE. UV 11@ ft a a W i SEE TYPICAL DECK REINFORCING DETAIL ON 10/S101. D SEE ARCH DWGS FOR ADDITIONAL INFO. CONSULTING AND STRUCTURAL 4D 2X4 EA SIDE OF SOLATUBE OPENING ENGINEERS SINCE 1919 W/SIMPSON LUS24 HANGER EA END. 1O22SWSalmon St.-Suite 309 PORTLAND,OREGON 97204 TEL:503-274-1643 FM 503-273-5696 A PROJECT N0.-NQ31642.0{k D 5 NON-BRG HSS COLUMN BELOW. SEE 14/S101 FOR CONNECTION TO ROOF DECK 5 5 LEGEND ® INDICATES EXISTING WOOD POST. SEE PLAN FOR SIZE. 0 0 0 (4) 1-5- ____ 5- E8) 10 i INDICATES EXISTING WOOD BEARING WALL T187-8" INDICATES PLWD SHEARWALL BELOW ajC I [/R ,' I I I - SEE FOUNDATION PLAN GJ� '9 187'-8" r V`t`��t P �IrF�, 40'-4 3/4" 20'-0" 1 6'-6 3/4" % 21'-11" U I 35'-0" U '�' F� I 50' 0" 13'-9 112" Y fY INDICATES (E) PLWD SHEARWALL BELOW f ,s,aes 9� ..f 1' i -- ----------------- -- ------------------,._�,.__.�.-- - ,w m . 6,�„ •(n _' SEE FOUNDATION PLAN 7 LL I �� OREGON 49 t ,._/^kj 64„/A, , T. I III I I EXPIRATION GATE: 12-31-17 III I I DIGITAL SIGNATURE: 05-04-171 4 • ill I 4 S500 it ' III ; I I ill 1 I (E)24" STEEL J013TS @ 5'-0"OC I I ' " I 0 f III I I ' III r i0 f I ' 11 ai. in ' 1 i I 1...... (E) 12" STL JOISTS @ 5'-0" OC I c iu D� I 1 /1 o (E)W18X71 (E)W1$A65 (E)W10k39 I (c)W18X65 (E)W10X33Sii X I I I 11111*' (13 cr, I (E)W10X33 171 N I CO CO f I 11 (E) 1 112" METAL DECK 4 cn If i X • 3 41 l I � I _ 3 0 I : ![i 1TOD = 113'-9" > I Ct I ip in fU) ...., i 0 I 2 ED) , -5 cy„1 -I (E)24"STEEL JOISTS @ 5'-0'OC I _ I 0 0 0 0 , ! 0 0 0 I � � I I (E)24"STEEL JOISTS @ 5'-0" OC _ L -I I 4) LO 33 I i ICY 0014 I I S504 SIM O to 00 (� I I 15 I , i TYP S500 ' r �_ _ - — 11 1 13 0 _ ._ I - S5001 (E)C8X11.5 l (E)C6X8.2 5�5�0L----- lr GI SHT 5230 0 5 0 ;:r - - - - - - - - - - __- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 71 ___\ r` SHT S 223 1 . -r- 1. 2 I WORK WITHIN IN THIS AREA IS mum PART OF BOND SCOPE 1 1 1 1 1 1 1 1A 1 3 4 I I I I I I I I I 1 0 0 0 4 X82 i- 0-\ I I- 1 2 0 ______I 0 1 Q5.0 1 T Adele(dum 1 N ��`1 ROOF FRAMING PLAN - SECTOR 2 1 J 1/ 8" 11-0"----/ ED MARK DATE DESCRIPTION - il Issued: 4/21/17 Scale: As indicated 1 Copyright 1 PERMIT SET 2 ROOF FRAMING PLAN - SECTOR 2 ed 0 S232 N in I 50 I 40 I 30 I 20 I 10 1 0 I 1 50 1 40 I 30 I 20 I 10 I 0 I 6 6 BO ""I' ,A 0 0 0 (6- Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 I I „�,r I I I (E) RETURN AIR GRILL,TYP www.bora.co I I I I SIMPSON CS18 STRAP AT FAR SIDE OF a a a a a ca a WALL I I ON 2X4 FLAT13PLS500ING DEAN I I SEE DETAIL CONSULTING AND STRUCTURAL I I I ENGINEERS SINCE 1919 I I 1022 SW Sa non St.-Suite 300 PORTLAND,OREGON 87201 Ta:503*271.1813 FAX 503.273.5696 PROJECT NO.-N031642,00 I I I 5 ..iii L - + �: I I a 5 (E)TJI BLKG L 1 A / (E)5/8" PLWD I I I I I I I `' I I I l N , , . ... 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WALL SHEATHING, R 0) _ SEE PLAN /7♦ LO 12 O ( � 1 (' CEILING FRAMING DETAIL r� ROOF FRAMING DETAIL Li. 4:0 .� 1 " 1 1/2" = 1'-0" L 3/4" = 1'-0" ~ __) HSS 7x5 2 2 + \ .• " ,\ 4"STEEL JOISTS @16"OC 9 , �,i„ > HSS BEYOND -.417BM TO COL 600T15 43+ @ COR/ Il ----- @ OCWS 1 05.04.17 Addendum 1 PLA (E)PLWD I' (E)2X8 @ 16"OCONINIIIIIII MARK DATE DESCRIPTION ii1140"/ 3/8"THK CAP PL (E)(2)2X8 Issued: 4/21/17 TYP @ TOP - 1 t I\ WSEE ALL SHEATHING TO DECK SCHED SEE PLAN --- SIMPSON A35 @ 32"OC Scale: As indicated PANEL EN HSS (E)TECTUM ROOF �� SEE SCHEDULE r — — — — — — - !� 6005137-43 STEEL STUDSDB(E)2X6 @16"OC (E)3X8 LEDGER DBL TOP PLATE iyyrZ 7, HSS 7x5 (E) 1/2"PLWD WALL SHEATHING Copyright 1 SEE PLAN (E)2X6@16"oC PERMIT SET -r Q BOT 1/4 IV DETAILS N oi -11V-1_ HSS BEAM TO COL CONN �� CEILING FRAMING DETAIL ti ri ROOF FRAMING DETAIL - N 1 1/2" = 1'-0" � 1 1/2" = 1'-0" 1_) 3/4" = 1'-0" S 5 0 1 v. to � I 50 I 40 I 30 I 20 I 10 I 0 I I 50 I 40 I 30 I 20 I 10 I 0 I 6 6 B ( -IIA Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503/26.1575 www.bora.co ....... R] 0 @ Elifi lIc[I Z--\R9 DEAN CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1 °22T7817 - W (>1ORTIN ,0G%R7204TEL 503-274.1843 FAX 503-273-5696 PROJECT No.-ND31642 00 5 5 _ 11111111111.1111 UG 1.1/,y7,1 „.&‘0 PRO/445;” 1 /\., 11i ,14".21111111r." OREGON 40 k -1), •taq + 414A/ T. 1) 1 EXPIRATION DATE: 12-31-17 DIGITAL SIGNATURE: 05-04-171 4 4 7\ 1/2"DIA BOLT 12 GA X 2 1/2" STRAP 25'-0"OC UNISTRUT P1026 UNISTRUT P1000 MAX 14.1000 EA SIDE (..) (1)1/2"DIA X 4" NNNNN a ani , TITEN HD 'N- 0 f. (Ts/ L.. •, antaarA r is, 4 ' I CLa a O. 01111110111110 (E)3'-6"DIAuCT 7i. SEE PLAN Z., '41- 0 .... \ .4-..... \,..1,. \/ 1 / L.. 0 +a C')TYP\ UNISTRUT P1000 P1546 EA END 3 (E)STUD / 5/16 V X 2'-O"± 3 CD r irij (E)ROOF DECK (E)ROOF DECK (E)ROOF DECK (E)ROOF DECK Et (E)HSS (E)HSS 5x5x1M a) •• I r 7/8"DIA A325 BOLT TYP , 7/8"DIA BOLT l \ / \ f----"A (E)C8x11.5 718"DIA.A325 BOLT / (E)STEEL JOIST TOP CHORD CO 2 Le) (75 c) J i vi > < , 20"± / 2 1- -15 ,,,,, [ ;) 4....., , , i_. c C\I — (NI _J 1111° i 1 1 1 0) (3)sl;SAQGgTEEL BAR X 8"EA SIDE 6 __NA__ PL 3/8X5X1'-1 1 L4x4x3/8 \-- L4x4x3/ -- L4x4x3/ PL 1/2x5x12 L3x3x1/ CO BAR ONE SIDE OF CHORD AT SIM — SLOT HSS ./, L3x3x1/ /\./ ••••....______. a PI " / 0 „.„, „, 114 V \TYP EA BAR CO w SECTION A-A SECTION B-B SECTION C-C SECTION D-D am CY) 0 :— __vs_ 0 PLAN 5'-0"+/- 5'-O"+/- / / / / I 2 -1\./ 2 (E) HSS —\\ ---T-N--- (E)STUD WALL TOP PLATE (E)STEEL JOIST co 1 1/2"-,,\ 1 - r IT (E)CONC WALL A A 1 05.04.17 Addendum 1 C). 1 40 ,..- - 1 - --. , I -.... MARK DATE DESCRIPTION , -... . L4x4x3/8 , ...--- ----,.. . , ...- H - Issued: 4/21/17 ...... „ aumumpii.01 \ _ /...........c (",), I Scale: As indicated P" - (E)C8x11.5 I ., , , N . UNISTRUT P1010 Cc ,- 1"SQ BAR 8 1/2 ''''' „,, - .'. C Co ., \.- 1 0 .._qtr) Elk I D /le DA1111L , Alk D SIM _r 2"/,3> tN?-s-ji [;')ILJ-1 _± D SIM I I I , 1 , Allik D 1 Copyright 1 r L3x3x1/ I i sC I I PERMIT SET SPLICE PL 1/2X5X8 1/2 2 (2)7/8" DIA BOLTS IN LIEU OF CONT a DETAILS co •zr 6 1- i COLLECTOR DETAIL AT GL L/6/\ r-,, (E) MECH DUCT SEISMIC BRACING DETAIL _ Co 4 N. ) 3/4" = I-0" I) " = 11-0" O S5O4 CN1 NI' I') I 50 I 40 I 30 i 20 I 10 I 0 I • i ._ _ _ _ 50 _ _ _ i _ _ 40 I 30 I 20 I 10 I 0 ASSEMBLY NOTES _ ROOFS- A FLOORS: EXTERIOR WALL ASSEMBLIES: 1. GYPSUM BOARD TO BE TYPE"X", 5/8" 5. WHERE CERAMIC TILE IS THICK, UNLESS OTHERWISE NOTED. SCHEDULED, REPLACE GYPSUM FLOOR FINISH BOARD WITH TILE BACKING BOARD. CONCRETE SLAB-SEE C4 I 2. DIMENSIONS ARE TO FACE OF z " ' (E)WOOD FRAMED GYPSUM BOARD FINISH UNLESS 6. REFER TO CODE SHEETS FOR STRUCTURAL f= r. BRICK VENEER WALL OTHERWISE NOTED. FIRE RESISTANCE RATING X tit! REQUIREMENTS AND EXTENT. i B.U. ROOFING LEVEL r (E)WALL MEMBRANE, LAP OVER 3. INTERIOR STUDS ARE 0.027 INCH �' .•,°,_ ,: : - DIM PT 1 (N)AIR BARRIER EXISTING MIN. METAL THICKNESS @ 24"O.C. 7. ATTACHMENT&ASSEMBLY OF COVER BOARD = MAX. UNLESS OTHERWISE NOTED. MATERIALS MUST COMPLY WITH .i .' •° , -,. ._ / 1'�r •"� . : : AIR BARRIER MEMBRANE INCREASE METAL GAUGE AND/OR REQUIREMENTS OF U.L. LISTINGS ROOF LAYERS 1.8 INCH THICK ° - , -- t • •. - -• STRUCTURAL FOAM INI'' DECREASE SPACING TO MAINTAIN PER"FIRE RESISTANCE 6 INSULATION, R-19 MIN. ■�- .� • `• WM MASONRY VENEER TO P, (E) METAL PANEL ON SUBGIRTS tJ240 MAXIMUM DEFLECTION PER STUD DIRECTORY,"WHERE APPLICABLE. 1111 1111■■ 1111■■■ MATCH EXISTING SEE EXTERIOR ELEVATIONS& MANUFACTURER'S PUBLISHED ��"" ■�� / ■■■�� _ DETAIL 01/A201 WHERE METAL DEFLECTION CHARTS&SECTION 8. SEAL ALL PENETRATIONS ■■■■■■■■�■■■■■ _ ,�■■ VENTED DRAIN CAVITY PANEL REPLACED WITH TILE PROPERTIES FOR INTERIOR, NON- THROUGH ACOUSTICAL WALLS, 6 BO .-I' A -...:::•--..-, .:.,, ,,.-:r.- -,,._, . _ - y:� , _��■■■10■■■AIME �_-_1111■■■■ _.71111111111■01111...11■o111111u1111■■J■■■11u11■-' ■■■�,,,�■■■■ ■1011■■■ BEARING STUDS&TRACKS. TYPICAL ■■■u■■■■■■■u■1111■11i■■■1111i1111u■11111111u ■■■■■■■10.1.■■■■■ - .• • - - EXTERIOR r, - ■■11■u11■■■1111■■11■i■11111■■■11111111■■i■1111■■■ - -,/"�- - ■■11■■■11■■■■■■■■■11■111111i■iu11■11■■11■■■i ■■■■■■■■�■■■■■`. ° - - - �_ - 2x6 WOOD STUD �I {E}WOOD FRAMED WALL 4. FINISH MATERIALS SUCH AS 9. SEE SHEET A003 FOR TYPICAL uua111111■0u11■u■ ■■1111■■11■�11■11■■.z` - . 4t b <_ a. ■ ! CERAMIC TILE, PANELING, ETC.ARE WALL HEAD AND SILL DETAILS Inc.CrinUMMEN.. -. : (E)CONCRETE SLAB EXTERIOR NOT SHOWN AS AN INTEGRAL PART OF Bora Architects, 1/2"PLYWOOD -< VENTED DRAIN CAVITY 720 SW Washington, Suite 800 !EHiEHI1HIL ' n, - : � - ` WARf9' "`° - ° --<''''' (E)METAL DECK ■1111■u■■ ■■1111■' ., ., " , ; (E)PLYWD SHEATHING SCHEDULE AND INTERIOR Portland, Oregon 97205 //// - GYPSUM BOARD ELEVATIONS. . e •.° / I j ,. REMOVE(E)GYP BD. REPLACE W/ 503.226.1575 / (1) LAYER SHEAR BOARD PER -, BATT INSUL, FILL STUD CAVITY i! STRUCTURAL www.bora.co Odor► R011 ROOFING OVER (E) METAL DECK (F01,, INTERIOR SLAB ON STRUCTURAL FOAM (E04*N EXTERIOR WALL - BRICK VENEER I WOOD STUD (05) EXTERIOR WALL - EXIST'G METAL PANEL I WOOD STUD (N)TILE AT(E)WALL ASSEMBLY LEGEND WALL TYPES SYMBOL: METAL STUD SIZE KEY: 41 =WALL TYPE CODE A=7/8" E=STUD SIZE, REFER B= 1 5/8" TO STUD SIZE KEY C=2 1/2" FIRE RATED INTERIOR PARTITIONS: (51 -99) NON FIRE RATED INTERIOR PARTITIONS: (01 -50) CONDITIORTOTOPB.U. ROOFING1 .TOP OF WALL ALL E=4'" 5 COVER BOARD (41E0 OF WALL CONDITION KEY H= $0" // (2)LAYERS 1.8 INCH THICK ROOF INSULATION, R-19 MIN. INDICATES LEFT SIDE OF ASYMMETRICAL ASSEMBLY WOOD STUD SIZE KEY: M"-�15E3) J =2X4 5 - (1 )LAYER SHEAR BOARD, - E-= EXTERIOR WALL K=2X6 SEE STRUCTURAL SEISMIC - L=2X8 ■■■■■■■■■■■■s■ UPGRADE SCOPE M =2X10 ■■■■■■■■O■■11■■■1111■u11u11111111111111A11111111111 . GEO ai�I� �: N=2X12 ■1111■111111■11■■■11■■1111.1111111111111111111111■11■■■■111 1 LAYER GYPSUM BOARD i ■ 46 4 - „,t- _--,.ArEACH SIDE , • ' (E)2x6 WOOD STUDS �. MTL FRAMING(3 5/8” : (1)LAYER GYPSUM BOARD SYMBOL: SMB CEILING SYMBOL: SYMBOL: O.C. MAX)STUD MIN @ 24" (E)TECTUM DECK MTL FRAMING (F01 R01 (C01) - = ACOUSTICAL INSULATION - - (E)GYPSUM BOARD -. ACOUSTICAL INSULATION AT 62) AT 02 -I ROOFING OVER (E) TECTUM DECK 1-HOUR RATED PARTITION -\ (E) NON-RATED PATITION (ADDITION WALL TYPE C) 1 NON-RATED PARTITION INTERIOR PARTITION HEADER, SILL AND (Ro (61—) UL: U465 05—, 1 JAMB SCHEDULE 1-HOUR RATED ACOUSTICAL PARTITION NON-RATED ACOUSTICAL PARTITION (62-) (°2 ) TOP TRACK TO UL: 0465 STC:45-49 STC:39 MATCH STUD SIZE& t• ROUGH OPENING GAUGE `I 2:,0 . , . 1 a SEE PLAN FOR . ` 2 LAYERS GYPSUM =" (E)GYPSUM BOARD . LOCATION OF �,. BOARD TYPICAL HEADER 0 { ) LEFT SIDE OF �I i ® CONNECTION: ASSEMBLY ~� s (1) LAYER GYPSUM BOARD (1)14 GA CUP ANGLE,W/ i MTL FRAMING-{3 5/8 MIN EACH SIDE LAYER GYPSUM BOARD CHANNEL STUD 24" , FOR1SPANS UP TO 8'-0'EG Ca �i Q.C.MAX) IL_ (2)14 GA CLIP ANGLE,W/ MTL FRAMING ;; (E)2x6 WOOD STUDS (2)#12 SCREWS PER LEG r� ACOUSTICAL INSULATION FOR SPANS 8'-1"-12'-0" O AT 64 - r (E) 1/2" PLYWOOD �— J FOR SPANIS 121 0"-16'-0" -= . ACOUSTICAL INSULATION ,` *7 (1)LAYER GYPSUM BOARD REMOVE&REPLACE(E) 1/2" AT( 04 1 _ " ' r PLYWOOD, SEE STRUCTURAL11 Y SEISMIC UPGRADE SCOPE ' 1 TYPICA_SILL CONNECTION: .■... (1)14 GA CUP ANGLE, (63--) 1-HOUR RATED PARTITION (E) NON-RATED PARTITION @ BOYS TOILET �03--� NON-RATED PARTITION W/(2)#12 SCREWS/LEG UL: U465 11 0 �- STUD-SEE WALL TYPE (64- 1-HOUR RATED ACOUSTICAL PARTITION 04-- NON-RATED ACOUSTICAL PARTITION TYPICAL UNBRACED: l UL: U465 STC:50-54 J STC:45-49 400S125-33 < 14' 4005125-43 > 14'< 15' 4005137-43 > 15'< 16' ► I 4 - - CO L 3 :-K (1)LAYER GYPSUM BOARD (E) SEE PLAN FORco • GYPSUM BOARD SILL TRACK TO MATCH CD LOCATION OF (2)LAYERS GYPSUM BOARD STUD SIZE&GAUGE 3 4. "C-H"SHAPED MTL STUDS - (E) 112"PLYWOOD a 1.0 LEFT SIDE OF 10 III (2 1/2"'MIN)@ 24"O.G. ASSEMBLY ` MTL FRAMING CSI HEADER, JAMB AND SILL ELEVATION p SHAFT ' j Ii'J (E)2x6 WOOD STUDS - OPENING V. 2 �-+ th WIDTH HEADER SILL O JAMB Oj SHAFTLINER BOARD = 1/2"PLYWOOD,SEE LAYER GYPSUM BOARD -` FEET (1)400[600]S162-33 400[600]T150-33 (1}400[600]S137-33 •� STRUCTURAL SEISMIC (1) }n 4"[6 ] (1) :"Al (II " I FRAMING {1)400[600]T200-33 �sr' ON ACOUSTIC INSULATION SCOPE • ACOUSTICAL INSULATION 114 Eco AT( _ij j , {1}LAYER GYPSUM BOARD AT{ 06 �� ,.` 55 • (1)400 T150-33 I-- iii 4-8 FEET (2)400 S137-33 (1)400 T150-43 (2)400 S137-33 �„�� -113 > in "ri 1-HOUR RATED SHAFT WALL (E) NON-RATED PARTITION @ STAGE/STORAGE NON-RATED PARTITION in 4" FRAMING (2)400 T150-3356 CV-) �19 UL. U4 (19-) (09"/ CO •cm iz Ll.. o 1-HOUR RATED ACOUSTICAL SHAFT WALL NON-RATED ACOUSTICAL PARTITION (1)600 T150-33 (68-7) (06 ) 4-8 FEET (2)400 S137-33 S (1)600 T150-43 (2)600 S137-33 UL: U469 STC:35-39 -54 in 6"FRAMING (2)600 T150-33 '1�` (1)400T150-43 4 <'. GYPSUM BOARD 8- 12 FEET (2)600 S162-54 (1)400 S137-43 (2)400 5137-43 - (2) LAYERS GYPSUM - (E)(2)LAYERS :: �"` • in 4" FRAMING (2)400 T150-43 (1)400 T200-43 BOARD OVER(E) PLYWD GYPSUM BOARD ._ < : 1/2"PLYWD SHEATHING, :••= r� I 2 ,I� SEE STRUCTURAL f 2 (E)(2)LAYERS GYPSUM = (E) 1/2" PLYWOOD ► 1, BOARD f �i. :'11'11'''''11:11111.111P-1111111117A-C-'.1:‘ � GYPSUM BOARD _ : : I 1.., FV/0/0-41111°1°.,_. {1}600 T150-43 f (E)2x6 WOOD STUDS {E}2x6 WOOD STUDS � 8-12 FEET {2}600 5162-54 (1)600 S137-43 (2)600 S137-43 K MTL FRAMING in 6"FRAMING (2)600 T150-43 (1)600 T200-43 CLIP TOP&BOT, •' li I SEE SCHEDULE ' : �: ' ; N 1/2"PLYWOOD,SEE -1:-J--�� I = ' STRUCTURAL SEISMIC f (E) 1/2"PLYWOOD, SEE I►�►- ACOUSTICAL INSULATION it �I SCOPE I BOX HEADER I - STRUCTURAL FOR ; _-1 'I j SEISMIC UPGRADE �, 0� SEE SCHEDULE STO1" MAX P TRACKS I ',; - , (1) LAYER GYPSUM BOARD V SCOPE ; 2 06/09/2017 ADDENDUM 2 (1)600 T200-54 % ir If 12- 16 FEET (2)800 S162-54 (1)600 5162-43 (2)600 S162-43 i� in 6"FRAMING {2)600 T200-54 (1}600 T200�3 (1)600 T150-43 1 MARK DATE DESCRIPTION I (E) 2-HOUR RATED PARTITION (ORIGINAL WALL TYPE E) -.\ (E) NON-RATED PARTITION @ FORUM/OFFICE NON-RATED ACOUSTICAL PARTITION IBUILT-UP JAMB STUD, (71 K,) (20-J (12 ) + + + SEEISCHEDULEIssued: 04121/2017 � I NOTE: Scale: As indicated + F _ LAP ALL MEMBERS W/#8 SCREWS @ 12"O.C., TYP. M ? HEADERS ARE DESIGNED NARROWER THAN WALL TO PREVENT •'I :I1 THICKENED/BOWED WALL FINISH AT OPENINGS + t - (1)LAYER GYPSUM .'' (E)5/8"GYPSUM BOARD DESIGNED FOR WALL HEIGHT UP TO 16 FT, 5PSF INTERIOR PRESSURE, L/240 BOARD OVER(1)LAYER MAX. DEFLECTION. • SHEAR BOARD, SEE (1)LAYER SHEAR BOARD, MEMBERS NOT DESIGNED FOR COMPOSITE ACTION. -r t I , _� _ STRUCTURAL SEISMIC SEE STRUCTURAL OPENINGS BEYOND SCHEDULE DESIGN LIMITS REQUIRE ADDITIONAL -}- + j. I UPGRADE SCOPE .,` SEISMIC UPGRADE ENGINEERING. i� _ SCOPE NO SPLICES ARE ALLOWED IN MEMBERS EXCEPT TOP AND BOTTOM TRACKS t I . ',, - (E)2x6 WOOD STUDS : ' ��. (E)2x6 WOOD STUDS 1 Copyright 16014 1 600T150-54 W/(4)#8 EA SIDE TO HEADER(4)#12 TO JAMB STUD I BOARD YERS GYPSUM ! PERMIT SET J. (E)1/2"PLYWOOD ' _ (E) 1/2"PLYWOOD V = WALL, FLOOR & ROOF/2\ O (E) 2-HOUR RATED PARTITION (ORIGINAL WALL TYPE E) ASSEMBLIES & NOTES (5�1 HEADER CONNECTION AT '12'-16' SPANS �721{� �13- 1 {E) NON-RATED PARTITION (ORIGINAL WALL TYPE F) `.' 3" = 1'-0" 0 NA002 aN ,. 1 50 I 40 I 30 I 20 I 10 I 0 I I 50 I 40 I 30 1 20 I 10 I 0 L 1 11 0 C2) A302 0 0A302 C;,) $ (.._91040 -4314 2S'-6314" 50'-0 35 -8112 9'-051$ 9 -0 16'- 11 318" +/- 40'-8" 41'-2 1/2" 38'-3 112" Q N w= 0REMOVE (E) DOOR 15 I ti J ,n I AND INFILL WALL A561 nz o?¢ 6 LL LL LL y 0 6 BORA r 1 Hi ' 71:11, ; — -- — — — — 1 , . , m ; T1 , (E) (E) (E) DOOR AND I ®- -1- I I I FRAME P-1 I J r (E) DOOR AND L 1 r FRAME P-1 (68C __r__ (E)WALLS, PATCH & REPAIR 25 __L_ _J__ PRIOR TO PAINTING, TYPICAL A591 ' 0 �, 711 Z'' Bora Architects, Inc. SCIENCE CLASSROOM SCIENCE CLASSROOM -� SCIENCE CLASSROOM 0 720 SW Washington, Suite 800 7I 26 r 1 • 27 , j f 30 \A352 I I I N Portland, Oregon 97205 -H-- 11 _ --`" j *=___ -I-- - (E) CLASSRM 503.226.1575 ---_ I - 14 r 140H111:-_-_-_-_-------- - 31 --H -I-- www.bora.cc 1__ 12 A253 19 � ''�-� � � _ -� I . 1 r 1` I I — � Lt-' " --_�:"J' L 1 A253 11 • 1 f OH 01 A253 130H 31 - - 10 - - - - - - - - - - - - - -- - - - \ 0 A302 Int 15 J r 16 A302 11��JJJJ _t -J__ ,m0 f ; r� ADA IV( 06F) I ElI I I I _J__ COMPLIANT FEC-2 I ADA COMPLIANT ADA COMPLIANT us -r- -1-- FEC-2 0 STATION 1 FEC-2 STATION JL STATION ALIGN `A - L J__ it)_ Itrl FINISH T 04F t---h--- Tr- t ,-+ - tet IL I R1 ` ( ,_ M Ifllllllflllllllll � I I 0 ' I : lam) ' � I I INCUBATOR _-. . 01F m NI N 1 ° � 0101 OFOI SCIENCE STORAGE o Cn CG-1 0 CEII 25-B 0G_1 - CG-1 REINSTALL(E) 25-B-1 SCIENCE PREP r m EXTEND ALL NEW WALLS TO �� 21 SALVAGED METAL N 5 25 04F� 0 STRUCT ABOVE, TYP. U.N.O. co ALIGN ENDS ' A302 LOCKERS 5 DRINKING FOUNTAIN u 10 io c FEC-2 33 AI,� I OF WALLS Li_ — — .�L� �. 11 — — — — — i `. — _r— — — — (E) CLASSRM— — — 21 v 43 A592 I SCIENCE FLEX i i A302 MUD ROOM ■r 21 32 CI = A592 23 N CONTINUE NEW - FD U TYP �EE 1 1A591 FOR -as 1 FLOOR 41 A252 25-A 42 A252 4 A592 ^11 _25-1 Co FLOOR PATTERN i 1 1 - 6'-4" 8'-0112" 6'-4" 16'-0" 0 24'-0" 16'-0" "<4,,,' 6'- 1" 9'-8"N I7 •'-4" CG-11'- 1 112" I 01'- 1 112" CG-1 ' ¢ 1 REINSTALLI(E) I I �`' T1 E m ,.. ,_ - --- oo, r 1 n „ CG'!'p [ IbF M 03D4 / LOCKERSDMETAL0 Cp 11111 . 9 CG-1�, �, 4 23-A �� (E)y (E) DOOR AND I :Its Likj1CG-1 CG-1 I -i- L- I - (03 \ I 01C4 k I . I I - 1 ADA COMPLIANT 1 r ADA COMPLIANT 0 A592 RELOCATED ` FRAME P-1 - FEC- �I - I - STATION - - �_ _ - STATION _ �� _ _IDF CABINET - J _ _ -r :— - p _ FEC-2 N - 06F TEACHER STATION ® El FE•-2J REINSTALL(E) !^ 08 WI SINK, EYE WASH, &GAS -�- �-- - ' SALVAGED METAL • SCIENCE CLASSROOM SEE PLUMBING, TYP. J r I -/ LOCKERS 24 07 A253 6 I 1 r — I I I I F - 22 A252 23 - 3 A252 33 J r 03OH _ (E)WALLS, PATCH & 05 � :_- 0� F OH 01 140H C� --. T - N • REPAIR PRIOR TO 31 r- -- 21 F--T1 ADA COMPLIANT PAINTING, TYPICAL - r 1-_°; (E) CLASSRM I I (E)CLASSRM STATION 04 A253 +1 F -I- 020H — . J r + 34 33 (74 (68C } • 0. L_ J__ - --- -- - I -(.06F) SCIENCE CLASSROOM 8 SSROOM .p D SCIENCE 29 SSROOM I I I I I 4 • H--L---LJ- --L--- ` L-H—H "_` �f+--H U r--+--, 7- 01FY 4 R 1 A R A ' 1 __,7,------- i•-: r ^ --- - - (E) — — j ( 12F �- — — C01F (E) cm 0 ' — — ___..__.. _ _ _ _ i "'� I _ - I ! { -- 0 .... 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COORDINATE iO BLOCKING AND BRACING REQUIREMENTS FOR WALL HUNG ITEMS. i; 186 SF - N CIRCU_77-04N1/z. --- 2 �� e . V - PFE-1 � 3. DIMENSIONS SHOWN ARE TO FACE OF GYPSUM BOARD FINISH, UNLESS 2 I f I 1 I OTHERWISE NOTED. REFER TO ENLARGED PLANS FOR DIMENSIONS WITHIN 1 711 c" THOSE AREAS. 27'-2 1/2" 4'- 1 112" 42C-3 "' r 42A 2 .4 s` 4. ALL PENETRATIONS THROUGH ACOUSTICAL WALLS TO BE SEALED. INFILL WALL 01F I CG-1 i OVERHEAD SECTIONAL T I I I I I ) DOOR W/VISION GLASS (E) HEALTH - - - - (E) CERAMICS LAB - -- - - - - /El:5 I51 ! . D3$ 41 1 I A561 A303 ROBOTICS LAB ® 426 PLAN LEGEND 1 05/04/2017 ADDENDUM 1 STEM/CTE CLASSROOM 819 5F i 68E I 01A_ 42A a 980 SF = 7 O z 23 43 - a B:::-___ MARK DATE DESCRIPTION N UJ in H 2 A254 24 NO WORK THIS AREA . aQ - I I I I A254 I r PAINT(E) DOOR 21 I T Issued: 04/21/2017 44[, W 0 AND FRAME P-1 N Scale: AS indicated C. ,' co I N 06F 13'-2" 17'-2 114" . (E) RELOCATED II C. ] j - N JI. 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PATCH / INSTALL NEW BUILT UP NEW TUBULAR SKYLIGHTS ABOVE NO WORK AT(E) PATCH AND INSTALL NEW 1 11 N,,,, ROOFING, SEE MECHANICAL STEM COMPUTER CLASSR DOMS 55 URETHANE ROOF 503.226.1575 BUILT-UP ROOF SEE 11 1 A541 A302 A302 / ✓ A541 SYSTEM �...I _ I I I I I I _ I I _ I _I I _ I _ I _ _ _ „, _ . I I I I I �” I I I A — www.bora.co F • ISIIIIIL I I r 'i - I r,c7 l'�� '-,<'' I ��'' I I I I I I I I I I I I I L41►'�1 L A LA L 11►I L A ,`' \ REMOVE & REPLACE (E) • - - - - - - - ROOFING & INSULATIONI `0 ide / I 31 - - - - - - �� - ma - - t B , A302 I \ o R01 A 22 o �� • 33 I I I I I I I I I I I I I I IIIIIS A541 I/ CJ 1010r•� ir NEW SKYLIGHTS L ABOVE SCIENCE I 13 0 AI51M.' 23 { 1=14--- WING CORRIDOR A o 33 10A541 SIM �� E)COOLING TOWER 5 1�1 I / 55 a A5`�1 O REMOVE & REINSTALL E O A541 - - I 21� - - - I �- O rt t - I - I I - - -I I - - I cn LOUVERED RELIEF O I / \ ._. \ ! 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BOTTOM OF (E) I I I I I I I I I ACCESS HATCH LADDER ® ("---2-5--‘.\ ® 25 _ I REMOVE ALL 55T GRAVEL W ( )NO WORK AT E - CY) I 1 •WA54 1 A541 STOP PANS AT ROOF DRAINS SLOPED METAL ROOF - I I (E) LADDER U.N.O. 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REMOVE FOR oii / o I I \1 4 1141"-1 �10 REROOFING AND REPLACE A301 - - - - - - - - - - - - - - - - - - - REMOVE & REPLACEA (E) ROOFING & WET - INSULATION, SIMILAR � - n 1 , o o \ o TO DETAI_11 1 A541 I I 1 ______N---/-----'. 1 Q ' I1 ``,� I 2 _ I _ _ _ ® L o1111 I I I 21 11P.11 f 12 1 I A301 A301 A301 ® ® ® I ROOF PLAN 2 06/09/2017 ADDENDUM 2 (Di1116" = 1'-0" MARK DATE DESCRIPTION Issued: 04/21/2017 N Scale: As indicated ROOF PLAN NOTESCD 1. REFER TO ASSEMBLY SHEETS FOR ROOF ASSEMBLIES. 6. NOT EVERY PARAPET,WALL, COPING, CURB AND FLASHING CONDITION IS ILLUSTRATED OR DETAILED. PROVIDE ROOFING, BLOCKING, FLASHING 2. COORDINATE MECHANICAL ROOF OPENINGS,STACKS AND VENTS WITH REGLETS, COPINGS, ETC. TO INSTALL A FULLY WATERPROOFED ASSEMBLY STRUCTURAL DRAWINGS. IN ACCORDANCE WITH THE ROOFING MANUFACTURER'S Copyright 16014 1 RECOMMENDATIONS AND THE DESIGN AND REFERENCE STANDARDS OF 1 3. REFER TO PLUMBING FOR ROOF DRAIN TYPES. SMACNA'S ARCHITECTURAL SHEET METAL MANUAL, CURRENT EDITION. PERMIT SET 4. NOT ALL DEVICES ARE SHOWN ON ARCHITECTURAL ROOF PLANS. 7. REFER TO SPECIFICATION SECTION 07 01 50.72 FOR ADDITIONAL REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. PROVIDE INFORMATION OF SCOPE OF WORK AT ROOF. Q SUPPORT AND FLASHING SIMILAR TO TYPICAL ROOF DETAILS UNLESS co OTHERWISE NOTED. ROOF PLAN 5. AT MECHANICAL EQUIPMENT ON ROOF, UNLESS OTHERWISE NOTED OR 0 DETAILED, USE MANUFACTURER'S SUPPORT CURBS, CUSTOMIZED TO ACCOMMODATE ROOF SLOPES WITH HEIGHT OF 10"MINIMUM AND 15" 1` MAXIMUM ABOVE ROOF. PROVIDE TAPERED INSULATION OR CRICKETING N AS REQUIRED TO MAINTAIN 1/4" PER FOOT MINIMUM DRAINAGE. A1 22 50 I 40 1 30 I 20 I 10 I 0 I 50 I 40 I 30 I 20 1 10 1 0 I Cii'l Cl> 11� 0 C�21 11�A301 A301 A351 6 6 BORA ELEVATION / SECTION NOTES 1. REFER TO ASSEMBLY SHEETS FOR WALL, ROOF, FLOOR AND CEILING Bora Architects, Inc. "" `� ASSEMBLIES. 720 SW Washington, Suite 800 2. GRADE LINES INDICATED ARE APPROXIMATE AND SHOWN FOR Portland, Oregon 97205 EQUALIZE TILE SPAC NG. NO GRADIENT BLEND T-1, CT-2, CT-3, CT-6 I L REFERENCE ONLY. r_13'\ i f lllf PARTIAL TILES, TY P // SEE 531 A201 4'- 6" 503.226.1575 %1 IVERIFY • 3. LINE OF FOUNDATIONS (SHOWN DASHED)ARE APPROXIMATE AND SHOWN �,3 I - FOR REFERENCE ONLY. www.bora.co I I I I I I I I I I I I I{ I k -_ I I I I 1 I 4. DIMENSIONS ARE SHOWN TO DIMENSION POINT(DIM. PT.) OF I " I I I I I I I I I /✓ I I I I 1 1 " " REFERENCED DETAIL, WHERE APPLICABLE. I I I I 1 I 1 1 I I I I I I I I I I I I 1 `� N. 1 1 I I I I E I I I I I I I I I // I IIII I I - �� I � I 3 I I I I I I .�w r 21� I I I I I i / � I I I 1 1 I I I I 1 1 I I I I I I I I I O 5. PROVIDE COMPENSATION JOINTS IN STUD WALLS BEHIND EXPANSION, / 12 02 \ I I I I 1 1 I I I I I I I A01 1 1 1 + 1 I AND CONTROL JOINTS AS REQUIRED OR SHOWN. b 11 I 1 I I I I I I I I J� I I 1 1 I I Q (E) METAL PANEL A201 i A201 ' I I I 1 1 I 1 1 1 T I oo co I I I .� I I I I k I I I I I I I I I 0 0 ,` 02 \ I I I 1 I I I 1 " I I I isa i� "" I 1 % , 6. ALIGN MATERIAL, CONTROL AND EXPANSION JOINTS VERTICALLY AND TYP an N � I I I I I I I I I I I I I I I A201 I I I I —�. , 1 1 I I 1 1 I 1 I 1 1 I / I I I m HORIZONTALLY WITH ADJACENT JOINTS AND DOOR, WINDOW AND LOUVER I I f I I I ! I I I I I I f 1 I I l I I 1 I I I I r I I I I I I I I I I I I I I 1 - b HEADS/JAMBS 1 SILLS AS INDICATED ON THE DRAWINGS. VERIFY I I ] I I I I I I I I I I I I I I I I I r I I 12 I f I I # I I I I I 1 I I 1 I I I . w LIG-1 I 1 I I I I CLIC-1 IIIII I CLIC-1 _1 I I I I CLIC-1 CLIC-1 CLIC-1 I 1 " I - 1 ITh+PD DIMENSIONS WITH DETAIL CONDITIONS. I 1 1 J � I I I I I I I I 1 I 1 I I I I I I E ' I E I — q_\ OS M CLIG-1_�, TYP `N40 1-1-4i � 01 o n c� TYP A201 h \ A201 �., �, ' �, 5 I 1 TLIG-1 01 FIRST FLOOR 5 -\— ` •• 100' - 0" j \ 1 NEW STOREFRONT WINDOWS. 1GRADIENT BLEND CT 1, CT 2, CT 3, CT 6 SEE 531 A201 1 FIT BETWEEN ADDED LVL KING STUDS • NEW STOREFRONT WINDOW, FIT BETWEEN ADDED - @ (E) DBL STUD SUPPORTS, SEE STRUCTURAL, FIELD VERIFY R.O. TYPICAL LVL KING STUDS SUPPORTS, SEE STRUCTURAL, FIELD VERIFY R.Q. TYPICAL ® EXTERIOR ELEVATION - ENTRY - NORTH 15 EXTERIOR ELEVATION - ENTRY - WEST 1/4" = 1'-0" 1/4" = 1'-0" illISSUED FOR ~----- EXISTING BUILDING INFORMATIONAL s WRAP i- -;- F (E) METAL PANEL WI PURPOSES ONLY EXPOSED FASTENERS F-- - WOOD HEADER - SEE I !-- STRUCTURAL NOT FOR 1•" Ii.-;y / - i FOIL-FACED FLEXIBLE FLASHING CONSTRUCTION I_;, LAP INTO WINDOW OPENING AND I'' / = OVER (E) BUILDING WRAP. LAP l STRIP ONTO FLASHING 4 �''� 4 - �; �/ = PERFORATED '� I b, ALUMINUM FLASHING %,� ��`, I�� i � �� 1 COLOR TO MATCH (E) �, �� METAL PANEL 0 ' I I *. ;I mks III■ --- / �[ �+ :■Joh aimm _ 1 I ( I I �' 'lir - I I I 1 I I __ "1,. ' N SEALANT AND BACKER RODCa I I I I I I --^- — -- \ ` WITH WEEPS ►- }! A� �� 1 _ ..._I I I T a - ® ��l♦, 111111E ==■ I 1 I i I f 1 1 I 44114 . 1 ® ) 1 I I Z U Of 0 0 0 1 . ' ) I I 1 1 1 +•1..taV amimmom� IIIIIIIIIIIIIIIIIIIIII♦ 1 f 1 Y C •'7°a r! .I•1•1111•11111MI■ / 1 " I 1 ALUMINUM FLASHING CD �■ I 1_ f I I 1 1 ( 1 ) I 1 1 1 1 ! �" - =a • .� ) _1 __L ) 1 I I I {r — -gym _ l_T - I I I I I I I ! I I I 1 ALUMINUM WINDOW Ce NM ■ ■ T ) I 1 I l I 4 1/2" SYSTEM ALUM IN. WINDOW ' � - -,r....,.,I I I I I I SYSTEM MEM CT-1 68% CT-1 19%CT-2 53% CT-2 27%CT-3 50% CT-3 25% RECESSED ROLLER SHADE il, / t// SEALANT AND BACKER ROD. 0 CT-2 32% CT-3 28% CT-623% CT-6 75% 13 WINDOW HEAD AT FRAMED WALL - METAL PANEL r 4112" SEAL TO FOIL-FACED FLEXIBLE CTILE PATTERN 3, = 1,-0„ FLASHING, TYPCD 53' NTS ALUMINUM FLASHING SET IN A SEALANT 0 NM CT-1 2. tra Lra "" g U Ciiii) MI CT-2 r o �i I CT3 co _S 4 112" Z _ - - pi' �_ 0) 1C 1 J -{ ALUM WINDOW SYSTEM Q i_ I `~ O wia ALUMINUM FLASHING41111111111111111° N SET IN SEALANT OVER ,. FOIL-FACED FLEXIBLE FLASHING 8 73 in F*I -F. . LA ING. II LAP INTO WINDOW OPENING AND 0 ,� C•L�R TO MA CH • II . .' OVER (E) BUILDING WRAP V f s WINDOW FRAME TYP. 0 '' cn 2 m • ism 0_ MATCH (E) SIDING • SIM �~ 0 (2) 1 3/4 X 5 112 LVL KING co 2STUDS. SEE STRUCTURAL C - N •i- FOIL-FACED FLEXIBLE 14 II +-`' ni CQ N z =��{ — — `►..= FLASHING LAP INTO II J (E) DBL STUD I� L O %-"P .., ,, N WINDOW OPENING AND I 'r';,1 0) /. OVER (E) BUILDING WRAP - CEMENT BOARD OVER METAL = �� I�� FURRING STRIPS (n o _ �- , — AIR BARRFER L{) CO I (2) 1 3/4 X 5 1/2 LVL KING - I � O C a)_ y ;I �I STUDS, SEE STRUCTURAL EXTERIOR TILE I--- LI— , F- (E) DBL STUD i► :r EXISTING METAL PANEL WINDOW JAMB AT FRAMED WALL - TILE SYSTEM 02 3" = 1'-0" ^`- i = EXISTING BUILDING WRAP ' - OVER (E) PLYWD 1• I - SHEATHING 2 2 . ! ` '. CEMENT BOARD OVER WINDOW JAMB AT FRAMED WALL - METAL PANEL 1,1 = METAL FURRING STRIPS 4 112" . / ALUMIN. WINDOW I • I SYSTEM 4 1/2" 11 r = ALUMINUM :'. ,,, FLASHING SET IN ALUM WINDOW SYSTEM k'' A SEALANT. COLOR TO �-,`�''� AIR BARRIER 1 05/04/2017 ADDENDUM 1 MATCH WINDOW II Is!", ' OVERLAP(E) BUILDING WRAP �� a FRAMES SEALANT AND BACKER ?•': MARK DATE DESCRIPTION : * 1 A ROD, SEAL TO FOIL-FACED I '•; EXTERIOR TILE ' Ir p hifi �_� a FLEXIBLE FLASHING, TYP ;, -""� — --y , _ __ 71« SEALANT AND BACKER ROD - /—,,m.�� SLOPE 7- a '„ �� Issued: 04/21/2017 1 -� ••$________________,_____________ � "_, • ,,r, ;g1�'I ALUMINUM I iv N Scale: As indicated I N FLASHING SET IN - (2) 1 314 X 5 112 LVL KING I \ SEALANT I II - 'I► o STUDS, SEE STRUCTURAL C"} ;' ''I �� 1 °�` II ALUMINUM TRIM I - _ (E) DBL STUD ¢ -• ~—� - - FOIL-FACED FLEXIBLE , .. FLASHING LAP INTO ` ,r� c. - EXISTING BUILDING WRAP - '-- WINDOW OPENING AND ,.:. 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NOTIFY ARCHITECT OF ANY UNRESOLVED 6CTG-1 [CTG-1 CTG-1 CTG-1 CTG-1 CTG-1 CTG-1 CTG 1 CTG 1 CTG 1 CTG-1 CONFLICTS. 6 BORA oa 4. DIMENSIONS ARE SHOWN TO DIMENSION POINT (DIM. PT.)OF REFERENCED DETAIL, 02 14 04 % % % WHERE APPLICABLE. CTG-1 , "� A561 561 I A561 F 4j 5. LIGHT FIXTURE DIMENSIONS ARE TO BOTTOM OF FIXTURE, MAINTAIN CONSISTENT ED • ' \ HEIGHT OF LIGHT FIXTURES, UNLESS OTHERWISE NOTED. ❑ 6. ALIGN MATERIAL, CONTROL& EXPANSION JOINTS VERTICALLY AND HORIZONTALLY MTYP WITH ADJACENT WALL, DOOR, RELITE AND LOUVER HEAD 1 JAMB/SILL JOINTS AS Bora Architects, Inc. — / \\ _____, -� i INDICATED ON DRAWINGS. VERIFY DIMENSIONS WITH DETAIL CONDITIONS. 720 SW Washington, Suite 800 `T \ ' • ii ! II 7. PROVIDE ONE ADJUSTABLE SHELF ATALLPortland, Oregon 97205 01 \ CG-1CG-1 1 7/n", 5' 0 118" ' EQ .r 4' 0" '' EQol, 2'-5" L 2'-9"I- CG-1 RB-2 CG 1 / US E BASECABINETS, EXCEPT CABINETS 503.226.1575 UNDER SINKS, UNLESS OTHERWISE NOTED. A561 /TYP 8. 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SIDE WALL U G T O MATCH TOP OF NORTH WALL 6 A303 6 A003 6 BORA „R.,: tie- Mk — I fink u U El 0 LI I _ 01 0 GI Nair Lii I Bora Architects, Inc. 720 SW Washington, Suite 800 01 \ / '/. \ \ \ Portland, Oregon 97205 ^ A571 \ / / � 503.226.1575 1 - IEt-.z.-.-. \ / www.bora.co k \ / ..: STEM/CTE CLASSROOM ..„. .. .. rir % % `,\ % ...m.....m. % OPEN TO 42A BEYOND I I / \ : ::::::H ::... % \ROBO42BS LAB\ • CIRCULATON I I • 42 ❑D D ❑D / \ r N1 i v .. •... ..._. ._ =I 01 FIRST FLOOR - `\.__.- 100' - 0" 1 5 1 BUILDING SECTION - STEMICTE - NORTH 5 114" = 1'-0" 0 0 D 0 B A 1 NA A303 A003 ,.dit:iwa,... ..,..,_._.-m-7.- .................._•_,,,,,...w AF �. -':IYYJWY4+4W"" 'Jil�ilutlYiW.YYUYUJr:wYui -.__ ___ _ _.-. .. _.._____... 1 _ - � + , ,.. _ ..„...._..„..r....„,..........„ ..,, ,rte 0 „ , L, . .__ . _ , - _i - - i 1 L aft k .k.... e2) A003 >iyYap�sp:mpsre:'spp�uec�� ` ' 1 u_u :Neia LE»»ittt r ` Li. ; .01 afiliii=.axii«iii^iiax ` / ”— • i:« .y� Ci S'.�i:-Yss;:-u[iuss::tl:i:i::ss ` I .ss SII.-is ss,..t ii n-- ii It1tf+:zU1. :: :: �i:el:: ss::ss::==:�_::ss: _::�::�:: _ ` / :=1 ........ ......»..............»............»..«..»..»..x- ....»I»"ii^iii »..»..»..»«».«...«»«»»-.»«» ......................... »......»:I»t:ti::»t:q:t»:C:',ttii ` / ...., ...t.........._.._............_.u�......................................._..............._.. 4 !iF HEiiOPEN TO i ......... ............................ ::::: :::::::::::::...........„_...::_ ::::::_.............„_....::::::::tt::- ::::- ::::......:::t::... git-€€l=" €iW:w'. iNI BEYOND, _._.._... -............._......--••- rxr, .. .:�_..�t:-:t :� MAKERSPACE: iiiii::-ii iii:; sii,ii is ii-Wiii ilii 'J TECF NOLOGY r- .. 42C . I\42E _=-::::..,-::--.._ : i ROBOTICS LAB e_r.:=xi::? :::u:zi:-.:�.E:#:... 42B 0 '.:� - L� C ...—I I 01 -... :le'm"..'-liF-»it i eiF i, I I - - I - I I I - _ - I ci?ii t'eeisret ;;;:Eiikii oiii ` • - - : '• - -- I - -. ,- -, ,- '- 0 ...„.,::.... n,. ..«....tC13 01 • FIRST FLOOR 100' - 0" 0 C 0BUILDING SECTION - STEM/CTE - WEST a) 11 1/4" = 1'-0" Ct 0 0 ..0 C.) — (/) 0 3 N_ 3 — 0 I N O "0 0 � *1 •i " / VJ 2 . M C c CV 0,4 L. CD n CD CI) Cr Ln O 15 in - co COCU CD CY) F- U. o it= 2 2 1 05/04/2017 ADDENDUM 1 MARK DATE DESCRIPTION — Issued: 04/21/2017 ELEVATION I SECTION NOTES Scale: As indicated 1. REFER TO ASSEMBLY SHEETS FOR WALL, ROOF, FLOOR AND CEILING ASSEMBLIES. 2. GRADE LINES INDICATED ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. 3. LINE OF FOUNDATIONS (SHOWN DASHED) ARE APPROXIMATE AND SHOWN FOR REFERENCE ONLY. 1copyright 16014 1 4. DIMENSIONS ARE SHOWN TO DIMENSION POINT(DIM. PT.)OF REFERENCED DETAIL, WHERE APPLICABLE. PERMIT SET 5. PROVIDE COMPENSATION JOINTS IN STUD WALLS BEHIND EXPANSION, AND CONTROL JOINTS AS REQUIRED OR SHOWN. D_ 6. ALIGN MATERIAL, CONTROL AND EXPANSION JOINTS VERTICALLY AND BUILDING SECTIONS - HORIZONTALLY WITH ADJACENT JOINTS AND DOOR, WINDOW AND LOUVER I` HEADS/JAMBS 1 SILLS AS INDICATED ON THE DRAWINGS. VERIFY SECTOR 5 in DIMENSIONS WITH DETAIL CONDITIONS. I` 0 (-NIA3O3 c 1.0 t I 50 I 40 I 30 I 20 I 10 I 0 1 1 50 1 40 i 30 I 20 I 10 I 0 I Cii) - ® 8 012 INTERIOR ELEVATION NOTES 1. REFER TO ACCESSORY MOUNTING HEIGHTS DRAWING ON SHEET A451 FOR PLACEMENT OF TYPICAL EQUIPMENT AND ACCESSORIES. 11 — I 2. REFER TO INTERIOR DOOR & RELITE SCHEDULE SHEET. 3. VERIFY DIMENSIONS IN AREAS TO RECEIVE CASEWORK, ARCHITECTURAL 6 1 WOODWORK OR WALL MOUNTED PANELS. COORDINATE WITH ELECTRICAL, FIRE 6 PROTECTION AND OTHER DEVICES. NOTIFY ARCHITECT OF ANY UNRESOLVED BORA CONFLICTS. r4. DIMENSIONS ARE SHOWN TO DIMENSION POINT(DIM. PT.)OF REFERENCED DETAIL, I / I I WHERE APPLICABLE. • N � I I I I : 14 I I 5. LIGHT FIXTURE DIMENSIONS ARE TO BOTTOM OF FIXTURE, MAINTAIN CONSISTENT 0oI HEIGHT OF LIGHT FIXTURES, UNLESS OTHERWISE NOTED. Bora Architects, Inc. - ' 1 ` 11 A451 13!, 6. ALIGN MATERIAL, CONTROL & EXPANSION JOINTS VERTICALLY AND HORIZONTALLY 720 SW Washington, Suite 800 12 [ WITH ADJACENT WALL, DOOR, RELITE AND LOUVER HEAD I JAMB 1 SILL JOINTS AS Portland, Oregon 97205 1 \ \ I 7QI — INDICATED ON DRAWINGS. VERIFY DIMENSIONS WITH DETAIL CONDITIONS. 503.226.1575 1 7. PROVIDE ONE ADJUSTABLE SHELF AT ALL BASE CABINETS, EXCEPT CABINETS I _ UNDER SINKS, UNLESS OTHERWISE NOTED. WWW.I?Ora.cO I' �,L 1.1 ___.__ I `I 8. AT ACCESSIBLE SINKS, EXTEND FLOOR FINISH AND WALL BASE UNDER BASE �^ CABINET, WRAP WALL BASE ON THREE SIDES. 9. EDGE BAND WOOD VENEER PANELS UNLESS OTHERWISE NOTED. 1 i10. PAINT METAL LOUVERS, MECHANICAL GRILLES AND EXPOSED DUCTS TO MATCH 17" 18" / A,,16 " MIN �� ADJACENT WALL, UNLESS OTHERWISE NOTED. e � 18" MAX Q01 FIRST FLOOR - TOILET 1/2" = 1'-0" 5P1 r P1 P1 P1 5 r T I 2 -0" oI( J CMG-1 OFCI PAPER TOWER CT-5 - - DISPENSER CT-5 OFCI SD \ b GB CT-5 [ ____,/--- .. CT-5 i - —II e., �� 1-- 1_ 1 — zo co SCD, OFC/ L; F [ hi -I iki-14 : i [ v TPH OFCI - — [ I - NR • [ Fn 4 ( -_____\ _,/ L 4 01 FIRST FLOOR I _ I� .` _ _ 01 FIRST FLOOR Ai J 100 - 0 100 - 0 0 •— lima 14 TOILET ' NORTH 3 TOILET 2 TOILET SOUTH 1TOILET EST CU O 101/2" -O 0 C ,INO INI LSI W MOP AND Ct SCD ' �� FEC/PFE BROOM O , HOLDER si. 0 0 �, i. MR CH/TH 0 JI GB oNR • REACH o �� PTDR e 7) -- Q RANGE I TPH X 4 2 Lo i-N (1.) T Q z Co C7 b •... 3 c, BASE � L 0, _ r.... in _ Q r PI , 1 / - N i r —10 STANDARD UNIT 0 IL, cm _. •.U co u) 2 12" 42" MIN. _ (V c NOTE: DON'T PLACE CEILING C � N 39" -41" THERMOSTAT ABOVE `� 6.. MIN IF; r L h A DIMMER SWITCH- CI CQ 36" MAX. MIRROR SD HEAT ISSUES FA �' STROBE ,• (� Z` ,11" MAX THERMOSTAT OR 0 ILIGHTING \ zz IT {n GB REACH° BOTTOM OF MIRROR/ SOAP DISPENSER �- CONTROLS co1 MR ~ M L!') 1 112" MIN. GB r , ! I� , \ a q � °� 0 CO --\-- TPH ZW- ra , O z 1 C=7 I I CZ I OU Q Q < R. LL r .` _ w H .,c'2' y ri Q Q • Y • � � z 7.. 9.., Z Z Z X : — CO M _ z < o, U M O OUTLET-\-- z T 4 'I T w �� U Z - O U `, /// N O �. u n ; co \ . ♦ ,. \ ,. `, .0 T , . FLOOR MOUNTED 6"MIN TOE SOAP ELECTRICAL DEVICES ADA WATER CLOSETS SIDE VIEW STANDARD FRONT VIEW 8"MIN KNEE / 'CLEARANCE STANDARD FRONT VIEW DISPENCER CLEARANCE�-e--, /e re 2 ✓ 17" MIN TOE 2 CLEARANCE 11" MIN KNEE, CLEARANCE ADA LAVATORIES_SIDE VIEW 6" MIN. DEVICES CEILINGACCESSORIES 1 05/04/2017 ADDENDUM 1 \ FEC FIRE EXTINGUISHER CABINET STROBE D BAR ,, MGH MOPGRA/ BROOM HOLDER MARK DATE DESCRIPTION — ® MR MIRROR MR/SH MIRROR 1 SHELF UNIT 0 NR SANITARY NAPKIN RECEPTACLE Issued: 04/21/2017 PFE PORTABLE FIRE EXTINGUISHER PTD PAPER TOWEL DISPENSER Scale: As indicated PULL CO z PTDR PAPER TOWEL DISPENSER/RECEPTACLE STATION in PTR PAPER TOWEL RECEPTACLE w SCD SEAT COVER DISPENSER m z• W SD SOAP DISPENSER F z SH SHELF p TH TOWEL HOOK - 0 a o TOP OF CHALK TRAY TPH TOILET PAPER HOLDER rn O H \ TPH/SCD/NR TOILET PAPER HOLDER/SEAT COVER DISPENSER — \ co • z E= z \ X co• 0 Copyngh, 16014 1 O 4 u)- LIJ MEETS ADA STANDARDS OUTLINED IN: 2003 IBC, 2003 PERMIT SET v `n 4" ANSI A117.1: STATE AND LOCAL CODES WILL APPLY. ( J w c.) VERYIFY ALL INFORMATION AND REQUIREMENTS. zzo D H z GENERAL NOTES. ENLARGED TOILET ROOM FLOOR LINE INDICATED IS FINISHED PLAN AND ELEVATIONS tr) FLOOR UNLESS OTHERWISE NOTED. FIRE ALARM DEVICES (COMPLY WITH NFPA 72) SPEAKER/CLOCK MARKER/CHALK BOARDS CN 0 MOUNTING HEIGHT SCHEDULEA451 ` 112" = 1T-0" is) 50 1 40 I 30 I 20 I 10 I 0 I 50 I 40 1 30 I 20 I 10 I 0 I ... ,-*, ,...,-.4.....,r_„.- ..-:--a __ _ 20 GA. HOT DIPPED y, r GALVANIZED PAN WITH CORRUGATED BOTTOM MODIFIED BITUMEN GRANULE '''; ..'' • • CENTERLINE OF PAN SURFACE CAP SHEET , '" • + �_ :; TAPERED EDGE STRIP 4113111111 HEM EDGES, TYPICAL SHEET r INTERPLY BELOW CAPEMOVE EXISTING EQUIPMENT, , , i SEE MECHANICAL. v MEBRANE 12" BACK .+ -- ,` '. •? .'k _ 108 r -; �. EXISTING 6,� s„ 6„ / REMOVE ROOF REMOVE ,, 4,. GRAVEL STOP FLASHING • ' FROM EDGE NAILERS 6 r+, J_ 17— _�----__ • - _ AND INSTALL NEW PRE- .. .:: REMOVE EXISTING ROOF DR• N, FINISHED EDGE AND REPLACE WITH NEW BUILT UP ROOFING. 6 BORA �� DECK FLASHING CEMENT i..,FLASHING SET IN - _ INFlLLAND PATCH TECTUM • -:"41611_‘, ... - '''"N . ,.. * +�� (E) METAL ROOF s` ' - j'a• • COUNTER FLASHING MIL FLANGE, SET ON - N T ,.p 30„ CEMENT, A BOTTOM AND Bora Architects, Inc. TOP 1 720 SW Washington, Suite 800 REMOVE EXISTING NAILER Portland, Oregon 97205 AND INSTALL NEW 2 X 6 PT • 503.226.1575 MODIFIED BITUMEN WOOD NAILERS GRANULE SURFACE CAP SHEET SET IN FLASHING -Q www.bora.co — ... . .. ,. . ... CEMENT - •� — (E) METAL ROOFING e Q. 4 ':� NOTE: ® EQUIPTMENT REMOVAL 25 SPLASH PAN a ' a _ - 1/8" -.. 4.1._ ,__.- __---. _ - .. = 1 -0 3 - 1 —0 . REFER TO SPECIFICATIONS =a P' . : SECTION 07 01 50.72 FOR ° ADDITIONAL INFORMATION. DETAIL MAY BE ALTERED AFTER / INVESTIGATION OF EDGE /� f•.- a_ NAILER CONDITION. %�/ • - d 4/ as `e s..� '' 9 . .l '' .`^6.'tae {y; y ;;It ti —ac i . .•,,_a 1.1. a" -°a' ;_. 5 'V _ 5 — INSTALL NEW OVERFLOW ` FLANGE IN LOCATIONS WHERE REMOVE EXISTING WOOD MISSING TO MATCH THIS % / SLEEPERS AND INSTALL NEW LOCATION SHOWN. CURBS PER DETAIL 121 A541 _ •, 1111 liNk 11111 ROOF EDGE DETAIL I { �_ 3" = 1'-0" — - __,.. REFLECTIVE ISSUED FOR TUBULAR SKYLIGHT SYSTEM - INFORMATIONAL f PURPOSES ONLY .4. MANUFACTURERS CURB i— 54 _ 34 _ MOUNTED CAP - 0 NOT FOR OVERFLOW SCUPPER FLANGE CHILLER EQUIPTMENT CURBS _ BUILT UP ROOFING 118 - 1 -0 118 - 1 -0 - 2 X PT WOOD CURB - AROUND NEW CONSTRUCTION SKYLIGHT it e - - (E) BUILT UP ROOFING OVER RIGID INSULATION 4 4 y _ ai!. "�' 2'-3 9132" °I y�,. (E) METAL DECK I\I , . �� CO �4. ► •�� • ... , . sem 1 j. REMOVE EXISTING EQUIPTMENT, METAL FLASHING WI DONT !� �,*��, io■i■■■■■■ ; nim ' r;t- HI-TEMP FLEXIBLE FLASHING CLEATS OVER HI-TEMP ��lEl i■■■■■" 1•■II■I.L"■111■■■■� / > • INFILL AND PATCH BUILT UP ■■riri■i�i■■■rr■i■iarr•af■■■ra■ai■arri '- ' �. :�' I UNDER METAL COPING, LAP FLEXIBLE FLASHING • ,'i �l'• ' ROOFING. SEE MECHANICAL. ■ - OVER ROOFING . s P.T. NAILER TO RAISE .- ' _ - ` (E) NAILERS & FRAMING PARAPET COPING •r `�-•' w •; METAL FLASHING WI �• - -- 1 CONT CLEATS + omplawil-w-- u_ - ROOF BASE FLASHING wWillgilmor - .\-. 0 4" RIDGE P) r \ _ LU '�FAN \ OVER (E) PLYWD CRICKET ��` INSULATION CANT Ce . . .__ ..,,.. . .... . . . .. . ALIGN ALIGN A . ..„. . . C nlnll 111111111¢ :; — WI(E) W/(E) 1111111111111111th/illi■I _. . A , . .. . . . . . _ . . ,•.. ,...•... {E} BRICKv7 I (E) BRICKT11 1 ;` (E) METAL JOIST W/ 1-HR PrA ' **��' ..,, .. SPRAY ON FIRE 1 • _ PROTECTION F. (E) METAL DECK (E)TECTUM DECK _ • IV (E)TECTUM @ SIM s' F• I . oil) TECTUM AND HEAVY °- p.--4‘..:. L TIMBER ROOF STRUCTURE �--+ 3 CHILLER EQUIPTMENT REMOVAL ROOF PARAPET COPING RAISED ROOF PARAPET COPING @ (E) TECTUM AND NO CEILINGS AT 3 es, 118" = 11-0" 33 1 112" = 1'-0" 23 1 1/2" = 1'-0" SIMILAR CONDITION cn,. N E o c i ., ai I Ncy) 1 f / 1 /.11 �. +` C,._. , ., ___,:, „ ,,,t.,----'‘\,, -a „fp -# : - .. '4.1r !. . CC1) 2 N I . METAL FLASHING W/ 4 . • 1 _I' CO _ ' ' CONT CLEATS OVER IIT . — 01 REQ OVE EXISTING CURBS HI-TEMP FLEXIBLE r I; SEE CEILING PLAN J �. FLASHING = = Ce 040IIII (.1) O {2) P.T. NAILERS TO ROOF BASE FLASHING OVER — RAISE PARAPETRAISED P.T. WOOD CURB TUBULAR SKYLIGHT AT EXISTING ROOF ILS) 10 20 13 L L 1 T. - - -� - , tiiCOPING 1 1/2" = 11-0" O 00 C� O =ink i... el 0 '� rti 1 • ., 0 �` ��; BUILT UP ROOFING MECH UNIT• SEE MECH i .... :.�, �` \► r Amp- a> i ■■■■ui■■' .1111 ` ��_. AROUND NEW CURB IyI _,;;;- REMOVE WOOD SLEEPERS AND /.iii�� • I � - -.....,--••-•---_.- z INSTALL NEW ROOF CURB PER ALIGN ' I L I I I I i ' r____1 SEALANT @ ,,ice-� . . "' 11111111_ l 4 a MECH UNIT ANCHORS DETAIL 121 A541 TYPICAL W/(E) "'^ I I I III ' ■■■■■■■■■ I I • p • 1111■■■■■■■■■i■■■i■■ri■r J W I. !1 \ Ill (Ill a _1 -tom E BUILT UP ROOFING - _ � t, r,- ( ) SHT MTL CAP FLASHING 4 = �r� OVER RIGID INSULATION (E) METAL DECK i. . . : :. . . . ..,. . ...,., . ....• . .. .--..... - . 4,-_,„-:-.• • . •-..- .'.'..--.. '..• . • . I/r a ',�- 2 X 6 PTWOODC - • (E) TECTUM ROOF DECK _ ' (E) BRICK (E) METAL DECK / ' ' FRAMING W/ 112 PLY D. r ' , SHEATHING AND . — i _ (E) METAL DECK I�' INSULATION ANCHOR TO 2 _ '1�— I 2 - - ,a , _°'.'4� .Zia- //:;. \ DECK r.. -- (E) CONC TILIT-UP WALL /I■I' �- PIPING SUPPORT REMOVAL RAISED ROOF PARAPET COPING 22 METAL DECK ROOF TRANSITION @ GRID LINE 20 jMM �-� ,� � 1-1.I I+ 52 32 1/8" = 1'-0" 1 1/2'1 = 1'-0" 1 112" = 1'-0" U LI 1__I U Li. U U 4" RIGID INSULATION CANT A : 1 @ROOF MECH CURB 2 06/09/2017 ADDENDUM 2 1 112" = 1'-0" (E) METAL SIDING & SILL TRIM MARK DATE DESCRIPTION — —... (N) BUILT-UP ROOFING OVER 112" • LAP (N) BUILT-UP ROOFING OVER (E) Issued: 04/21/2017 COVER BD OVER RIGID INSULATION. i ., ., s 1_ (N) METAL FLASHING, FINISH TO ALIGN T.O. COVER BOARD WITH / PER MANUF RECOMMENDATIONS MATCH (E) SIDING. EXTEND FLASHING SURROUNDING (E) ROOFING ,. Scale: As indicated E is LEG UNDER (E) METAL PANEL SILL (E) OPEN'G I (E) ROOF FLASHING OVER RAISED METAL FLASHING WI p — TRIM AS HIGH AS POSSIBLE. FACE a (E) BUILT-UP ROOF AND CURB IN BACKGROUND CONT CLEAT OVER 0 FASTEN WITH NEOPRENE WASHERS I % STRUCTURE E ROOFING OVER Z -- _ ' METAL FLASHING W/ ( ) RAISED P.T. WOOD CURB EXTEND ROOFING MEMBRANE �. (E)WOOD DECK TO BASE FLASHING UP TO (E) q., CONT CLEAT OVER (E) BE RE-SURFACED w o w METAL PANEL SILL TRIM PARAPET FRAMING _, r` r • ■■1111■■■■■■ 1.ROOF BASE FLASHING N ■■■■■■■■■■■W 0 _, OVER COVER BOARD OVER ;n 1 (E) ROOFING OVER (E) PLYWD CRICKET. •111111 I ��• ] �� Copyright 16014 (E)WOOD DECK TO \'''m'''''.-'4'. • _ � _- � _—_-_ _ :IIIIIIIIIIC:E � '—',..?:.-',.-•••)•;,-.: J \ I III 1 BE RE-SURFACED = W ,, PERMIT SET I = - Q I I ` (E) METAL DECK ADD(N) DECK INFILL & METAL STUD fes. -�-�- y - SUPPORTS, SEE STRUCTURAL I ROOF & SKYLIGHT (E) METAL DECK / 1� DETAILS 41 ROOF TRANSITION @ GRID LINE 1 31 ROOF TRANSITION @ GRID LINE M 21 FLASHING @ (E) METAL SIDING 11 INFILL @ EXISTING ROOF OPENINGS c.' 1 /2" = 1,-' " " " A541 1 1/ = 1 -0 - n = 1 -0 50 I 40 1 30 I 20 I 10 I 0 I 50 I 40 I 30 I 20 I 10 I 0 1 gpl CiJ1 I I � ----1-1 --�- -- - I ' 1 r I p ,, ,,..,,, _ ..=, I ; I ! ,=. - es \ ,., ,` -1.. 6 BORA 7 r -. EXISTING WALK OFF MAT TO REMAIN A BoraArchitects, + .... -c w to 800 r 1 — • 720 SW Washington, Suite j ,. .... ..... .. so la -AirmilPAREMPIMPIPIRPRIMIMIANd1 L„) . 1 , J ,,� 0 ? H Portland, Oregon 97205 I l.L -0 . i ,_. 4.�-s-.-�.r�.:�, x.xr+- sa'va.Jr-.�..��.. �:,T-..+-_ .. y ,_ ssa-•-_, _ -ax... _•, ...F...xa.. r..z . ..zap. . _.-. `I-- } Et Ilk I 503 22b 1575 www-bora.co 1 . . ,, ,.. .1 ' .. ... AR r _T ...__.„ 9 ,i,,, .._ (..ale , . . _, - - ,. - • _ _ 11-0" TY' 1'-0"TYP i �, 5 - C 5 Z b :r c r LL — y 9 0 , .s.,- -,_, . [7:1 , EMI . . , _.____. ,.. . . ISI Ill_ I imam . I I I L - 7 r II I - _ I . - ----� --n---- " I I - 7 r II. e i I ---------„,......_ [ 04 ------- a I 4 = 7 r 4 I I I i ------ I I �' _ r -ci i . -- -�': 0 I I •MINIM 1- oI I ' - H L 7 r - f . -- o _ C a) 7 T .4- Ct I i I in/ . - IMMO r of RF-2 0 I 3 I RF-3 LLJ . . L , 0 / � — - - - — - .1-f Cin fi 3 3 co 4) o —10 O ENLARGED PLAN - SCIENCE - FINISH PLAN8 N a Lo 1/4" = 11-0" s •— . 2 si c,N L cv t` c— cu a /may , ___, . 1 H C/) O FLOOR PAINT, P-2' l 12"Twp — i—il -1:-3 lu w j it il J Ili cl3 02 ( ( I t P17)cLL p - - — - Lam. co' .: - -_.:.1 - - - - :;; ITAci- -. _�..�....... . 0�1 J 2 I� 6 4"TYP Lii ��9111/2"TYP A591 8 TYP 21 I_: .w J r 25" INTERIOR ELEVATION NOTES f ,, r t I �� 1. REFER TO ACCESSORY MOUNTING HEIGHTS DRAWING ON SHEET A451 FOR PLACEMENT OF TYPICAL EQUIPMENT AND ACCESSORIES. I I ENLARGED PLAN - STEM/MAKERSPACE - 2. REFER TO INTERIOR DOOR & RELITE SCHEDULE SHEET. FINISH PLAN 1 05/04/2017 ADDENDUM 1 11 3. VERIFY DIMENSIONS IN AREAS TO RECEIVE CASEWORK,ARCHITECTURAL 114" = 1'-0" WOODWORK OR WALL MOUNTED PANELS. COORDINATE WITH ELECTRICAL, FIRE PROTECTION AND OTHER DEVICES. NOTIFY ARCHITECT OF ANY UNRESOLVED MARK DATE DESCRIPTION CONFLICTS. A591 24 22 A591 4. DIMENSIONS ARE SHOWN TO DIMENSION POINT(DIM. PT.) OF REFERENCED DETAIL, Issued: 04/21/2017 - WHERE APPLICABLE. co GAS VALVE, SEE PLUMBING 5. LIGHT FIXTURE DIMENSIONS ARE TO BOTTOM OF FIXTURE, MAINTAIN CONSISTENT Scale: As indicated EYE WASH, SEE PLUMBINGHEIGHT OF LIGHT FIXTURES, UNLESS OTHERWISE NOTED. EYE WASH, SEE PLUMBING EYE WASH, SEE PLUMBING GAS VALVE, SEE PLUMBING s',s3, GAS VALVE, SEE PLUMBING GAS VALVE. SEE PLUMBING 6. ALIGN MATERIAL, CONTROL & EXPANSION JOINTS VERTICALLY AND HORIZONTALLY 41 43 GAS VALVE, SEE PLUMBING MER-1 ' EYE WASH. SEE PLUMBING �1 WITH ADJACENT WALL, DOOR, RELITE AND LOUVER HEAD/JAMB 1 SILL JOINTS AS MER-1 A592 MER-1 MER-1 / INDICATED ON DRAWINGS. VERIFY DIMENSIONS WITH DETAIL CONDITIONS. H A592 \ Pr/ fl , , ��1 I _� �� , , �- �, ,_ 7. PROVIDE ONE ADJUSTABLE SHELF AT ALL BASE CABINETS, EXCEPT CABINETS UNDER SINKS, UNLESS OTHERWISE NOTED- - TT, \ \ / I i 8. AT ACCESSIBLE SINKS, EXTEND FLOOR FINISH AND WALL BASE UNDER BASE Copyright 16014 1 PL-1 -- I I \ i / PL-1 O CABINET, WRAP WALL BASE ON THREE SIDES. 1 7 :-4_ cco t`i --' OPEN M M �� POWER OUTLET `� ' \ \ EYE WASH, SEE PLUMBING 9_ EDGE BAND WOOD VENEER PANELS UNLESS OTHERWISE NOTED. PERMIT SET MOUNTED 12" MAX. / \ _ ,I 23 FROM COUNTERTOP —f - / • 10. PAINT METAL LOUVERS, MECHANICAL GRILLES AND EXPOSED DUCTS TO MATCH I �� I / \ I �� A591 ADJACENT WALL, UNLESS OTHERWISE NOTED. _ RB-2 PL-1 --- PL-1 ENLARGED FINISH PLANS Ise 36" 36' 24" co & TEACHER ISLAND INTERIOR ELEVATION - INTERIOR ELEVATION - cLR INTERIOR ELEVATION - INTERIOR ELEVATION - 01 FIRST FLOOR - ENLARGED PLAN - TEACHER STATION - SOUTH TEACHER STATION - WEST 24 TEACHER STATION - NORTH TEACHER STATION - EAST TEACHERS STATION 21 1/2" = 1 10" q2' 1/2" = 1r-0" _. 1/2" = 11-0" 1/2" = 1 I-0 11 �� 1/2" _ 1 1-0" m A 5 9 1 in 50 I 40 I 30 I 20 I 10 1 0 I 50 I 40 I 30 I 20 I 10 I 0 FINISH SCHEDULE FINISH SCHEDULE GENERAL NOTESABBREVIATIONS DOOR SCHEDULE NOTES DOOR ABBREVIATIONS 1. REFER TO DOOR SCHEDULE FOR ADDITIONAL COLORS AND FINISHES. REFER TO INTERIOR ELEVATIONS, FLOOR PLANS,AND REFLECTED A. REFER TO SPECIFICATION SECTION 08 71 00 AL ALUMINUM P PAINT AC ARCHITECTURAL CONCRETE CEILING PLANS WHERE MULTIPLE FINISHES OCCUR. FOR HARDWARE GROUPS. COORDINATE CD COILING DOOR SG SLIDING GLASS ACT ACOUSTICAL CEILING PANEL/TILE HARDWARE WITH DOOR PROFILE, SIZE,AND CG COILING GRILLE SD SECTIONAL DOOR 2. SEE SPEC SECTION 09 90 00 FOR PAINT SYSTEMS DESIGNATED TO MATERIALS. USE PAINT GLOSS LEVEL PER SECTION 09 90 00 AS NOTED AP ACOUSTICAL PANEL CONSTRUCTION. CW CURTAIN WALL SLF SLIDING FLUSH BELOW, U.O.N. CG CORNER GUARDS DR DOOR SLFG SLIDING FLUSH GLAZED CPT CARPET TILE CEILINGS: GLOSS LEVEL 1 (MATTE) B. PAINT INTERIOR SIDE OF(E)HOLLOW METAL F FLUSH SST STAINLESS STEEL CS CONCRETE-SEALED WALLS: GLOSS LEVEL 3(EGGSHELL) DOORS AND FRAMES TO MATCH ADJACENT FF FACTORY FINISH STC SOUND TRANSMISSION CLASS CT CERAMIC TILE STEEL/METAL: GLOSS LEVEL 4(SATIN) DEP DRY ERASE PAINT COLOR OF ADJACENT WALL U.N.O. ON DOOR FG FULL-GLAZED STL STEEL WOOD: GLOSS LEVEL 4(SATIN) DR DRAPERY SCHEDULE. G GLAZED TF TRANSPARENT FINISH 6 PAINT JANITOR, TOILET ROOMS, UNISEX SHOWER ROOM,AND WATER/BOILER ROOM GLOSS LEVEL 5(SEMI-GLOSS). E EXISTING GALV GALVANIZED VG VISION GLASS 6 B 0 Ill- A PAINT ALL EXPOSED CEILING SYSTEMS GLOSS LEVEL 1 (MATTE), U.O.N. EXP EXPOSED TO STRUCTURE C. SEE SHEET A571 FOR TYPICAL FINISH FLOOR HM HOLLOW METAL WFM WINDOW FILM FPS FRONT PROJECTION SCREEN TRANSITIONS AT DOORS. NG NARROW GLAZED WD WOOD 3. PROVIDE LEVEL 5 GWB FINISH AT ALL WALLS NOTED TO RECIEVE DRY ERASE PAINT(DEP). FTP FABRIC WRAPPED TACK PANEL OP OPERABLE PARTITION W G GROUT D. SEE FLOOR PLANS FOR(E) DOOR AND FRAME 4. FLOORING MATERIAL TRANSITIONS SHALL OCCUR AT THE CENTERLINE OF DOORS, U.O.N. SEE SHEET A571 FOR TYPICAL FLOOR TRANSITION GP GYPSUM PLASTER FINISHES IN SCOPE OF WORK DETAILS. GMB GLASS MARKERBOARD 5.ALL FLOORING MATERIAL TO EXTEND UNDER COUNTERS,ADA SINK CABINETS AND EQUIPMENT, U.O.N. GWB GYPSUM BOARD L LOCKER DOOR SCHEDULE COMMENTS Bora Architects, Inc. 6. NOT USED LFT LIQUID FLOOR TREATMENT 720 SW Washington, Suite 800 MB MARKER BOARD 7.ALL WALL DEVICES AND COVERS TO MATCH ADJACENT WALL COLOR, U.O.N. ME MATCH EXISTING Portland, Oregon 97205 MI MIRROR 1. DOOR IS PART OF WINDOW SYSTEM,VERIFY SIZE WITH WINDOW/RELITE SCHEDULE 503.226.1575 8. PAINT ALL MECHANICAL DIFFUSERS TO MATCH ADJACENT WALL OR CEILING COLOR. MP METAL PANEL OR EXTERIOR/INTERIOR ELEVATIONS. P PAINT 9. SEE AV EQUIPMENT LIST FOR COLORS AND FINISHES. PL PLASTIC LAMINATE 2. DOOR TO BE INSTALLED WITHIN EXISTING HM FRAME,VERIFY SIZE WITH EXISTING www.bora.co PWC PLASTIC SHEET WALLCOVERING CONDITIONS ..... 10. SEE FLOOR PLANS FOR CORNER GUARD LOCATIONS. RB RESILIENT BASE RF RESILIENT FLOORING 3. ELECTRIC LOCK FOR ACCESS CONTROL-COORDINATE CONDUIT AND POWER 11. PROVIDE RS-1 MANUALLY OPERATED ROLLER SHADES AT ALL EXTERIOR WINDOWS AND CLASSROOM DOORS AND RELITES, U.Q.N. RFT RESILIENT FLOOR TILE REQUIREMENTS WITH OWNER, ELECTRICAL,AND SECURITY. RS ROLLER SHADE 12. FIRE ALARM/HORN/STROBE TO BE WHITE, U.O.N. SS SOLID SURFACE 4. ELECTRONIC CARD ACCESS-COORDINATE CONDUIT AND POWER REQUIREMENTS SST STAINLESS STEEL WITH OWNER, ELECTRICAL,AND SECURITY. 13. PROVIDE AND COORDINATE GROMMET LOCATIONS AT ALL BUILT CASEWORK WITH ARCHITECT PRIOR TO FABRICATION; U.Q.N. TB TACKBOARD WC WALLCOVERING 5. CONNECT MAGNETIC HOLD-OPEN OR MECHANICAL DOOR CLOSER TO FIRE ALARM WD WOOD SYSTEM TO BE ACTIVATED BY A SIGNAL FROM THE FIRE ALARM SYSTEM OR LOSS OF WFM WINDOW FILM POWER. COORDINATE ELECTRICAL HDWR.WITH DIV.26 AND FIRE ALARM DESIGN. WM WALK-OFF MATT 6. PAINT INTERIOR SIDE OF DOOR AND FRAME P-1; PAINT EXTERIOR SIDE OF DOOR AND FRAME P-7. 7. DOOR TO RECEIVE SIGN-TYPE C1 5 5 ROOM FINISH SCHEDULE DOOR SCHEDULE Room South Ceiling DOOR PANEL FRAME Revision Number Room Name Floor Finish Base Finish North Wall East Wall Wall West Wall Finish Comments Fire Door STC Revision Number Hardware Rating Profile Rating Pair Width Height Material Finish Glass Material Finish Comments ADMINISTRATION - 0-1 CONFERENCE ROOM CPT-2 RB-1 P-1, FWTP-1 P-1, P-1 P-1, ACT-1 SEE ELEVATIONS FOR WFM-1 EXTENT 23-A-1 08 NR F 2 EQ 6' - 0" 7' - 0" HM P-1 HM P-1 WFM-1 WFM-1 24-1 01 NR F 3' - 0" 7' - 0" WD TF HM P-6 7OIMINIM _,_,,, 0-2 OFFICE - PRINCIPAL CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PAINT WINDOW FRAMES P-1 1 1 25-1 01 NR VG 3' - 0" 7' - 0" WD TF CTG-1 HM P-6 0-3 OFFICE - INSTRUC. COORD CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PAINT WINDOW FRAMES P-1 25-B-1 02 NR F - 3' - 0" 7' - 0" HM P-1 HM P-1 0-4 OFFICE - DEAN OF STUDENTS CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PAINT WINDOW FRAMES P-1 26-1 01 NR F 3' - 0" 7' - 0" WD TF HM P-6 1, 7 0-5 OFFICE -ASSIST PRINCIPAL CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 PAINT WINDOW FRAMES P-1 27-1 01 NR F 3' - 0" 7' - 0" WD TF HM P-6 1, 7 0-6 ADMIN WORKROOM RF-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 28-1 01 NR F 3' - 0" 7' - 0" WD TF HM P-6 1, 7 0-7 HEALTH ROOM RF-1 RB-1 1P-1 P-1 P-1 P-1 ACT-1 ( 29-1 01 NR F 3' - 0" 7' - 0" WD TF HM P-6 1, 7 O-7A TOILET CT-4 CT-4 P-1 P-1/CT-5 P-1/CT-5 P-1/CT-5 P-1 30-1 01 NR F 3' - 0" 7' - 0" WD TF HM P-6 1, 7 0-9 RECEPTION CIRC CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1 31-1 01 NR F 3' - 0" 7' - 0" WD TF HM P-6 1 0-10 (E) STORAGE CPT-1 RB-1 1P-1 P-1 P-1 P-1 P-1 38B-1 08 NR F 2 EQ 6' - 0" 7' - 0" HM P-3 HM P-3 4 0-11 WAITING CPT-1 RB-1 1P-1 P-1 P-1 P-1 ACT-1 42A-1 22 NR F 3' - 0" 7' - 0" WD TF HM P-6 1, 7 4 0-12 VESTIBULE WM-1 RB-2 I" P-1 P-1 P-1 ACT-1 42A-2 22 NR F 3' - 0" 7' - 0" WD TF HM P-6 1, 7 ( T 42C-1 05 NR VG 3' - 0" 7' - 0" HM P-6 CTG-1 P-6 7 I 0 CHOIR 42C-2 01 NR VG 3' - 0" 7' - 0" WD TF CTG-1 HM P-6 7 ! •,o, 1 ID-1 I DRAMA/CHOIR ROOM CPT-3 IRB-2 1(E) 1(E) 1(E) (E) TACT-1 I I 42C-3 04 NR SD-1 35 16' - 0" 10' - 0" AL FF P-6 ■1-+ 42D-1 22 NR F 3' - 0" 7' - 0" WD TF HM P-6 1, 7 ag COUNSELING 42D-2 22 NR F 3' - 0" 7' - 0" WD TF HM P-6 1, 7 C 'CIRCULATION (E) (E) P-1 P-1 P-1 P-1 (E) 42E-1 06 NR VG 3' - 0" 7' - 0" WD TF CTG-1 HM P-6 0 C-1 OFFICE - FAMILY LIASON (E) (E) P-1 P-1 P-1 P-1 (E) 42F-1 07 NR F - 3' - 0" 7' - 0" HM P-3 HM P-3 fir•. C-2 OFFICE - COUNSELOR (E) (E) P-1 P-1 P-1 P-1 (E) 42G-1 02 NR VG 3' - 0" 7' - 0" HM P-1 I HM P-1 i� _ C-3 OFFICE ITINERANT (E) (E) P-1 P-1 P-1 P-1 (E) 42G-2 02 NR VG 3' - 0" 7' - 0" HM P-1 1 HM P-1 a) C-4 OFFICE - COUNSELOR (E) (E) P-1 P-1 P-1 P-1 (E) 42J-1 08 NR F 2 EQ 6' - 0" 7' - 0" HM P-3 1 HM P-3 .. Ce C-5 IOFFICE ITINERANT (E) (E) P-1 P-1 P-1 P-1 (E) C-12-1 02 NR F - 3' - 0" 7' - 0" WD (E) HM (ME) RELOCATE EXISTING DOOR; MATCH (E) mom C-6 OFFICE (E) (E) P-1 P-1 P-1 P-1 (E) FRAME COLOR 0 C-7 CONFERENCE ROOM (E) (E) P-1 P-1 P-1 P-1 (E) 0-1-1 10 NR G 3' - 0" 8' - 11" GL WFM-1 CTG-2 I- - SEE ELEVATION FOR WFM EXTENT C-8 COUNSELING WAITING (E) (E) N/A N/A P-1 N/A (E) 0-1-2 10 NR G 3' - 0" 8' - 11" GL WFM-1 CTG-2 j- - SEE ELEVATION FOR WFM EXTENT 0 C-9 TA WORKSPACE (E) (E) P-1 N/A N/A N/A (E) 0-2-1 11 NR FG 3' - 0" 7' - 0" WD TF CTG-1 I HM P-1 T C-10 COUNSELING SECRETARY (E) (E) N/A P-1 N/A N/A (E) 0-3-1 11 NR F 3' - 0" 7' - 0" WD TF (HM P-1 0 C-11 BOOKKEEPING (E) (E) P-1 P-1 N/A N/A (E) 0-4-1 11 NR F 3' - 0" 7' - 0" WD TF HM P-1 C-12 'STORAGE (E) (E) P-1 P-1 P-1 P-1 (E) 0-5-1 11 NR FG 3' - 0" 7' - 0" WD TF CTG-1 HM P-1 c')(4.-,,) 0-7-1 01 NR F - 3' - 0" 7' - 0" WD TF HM P-1 ,I= 3 SCIENCE 0-7A-1 12 NR F - 3' - 0" 7' - 0" WD TF HM P-1 3 .U, 23 SCIENCE FLEX RF-2, RF-3 RB-2 P-1, P-4, P-1 P-1, P-4, P-1 P-1/ACT-1 0-9-1 13 90MIN NG 4' - 0" 9' - 8" HM P-1 CFG-1 HM P-1 3, 5 - CNI FWTP-2 FWTP-2 0-9-2 04 90MIN CD 12' - Q" 7' - 7" STL P-1 'STL P-1 ° 11131113O U 24 SCIENCE CLASSROOM RF-3 RB-2 P-1 P-1 P-1 P-1 ACT-1 0-10-1 08 NR F2 2 EQ 7' - 4" 7' - 0" HM P-1 HM P-1 2 -VERIFY SIZE WITH EXISTING ,.0 .— .14• 1 25 SCIENCE PREP RF-3 RB-2 P-1 P-1 P-1 P-1 ACT-1 CONDITIONS cn 2 sM 25-B SCIENCE STORAGE RF-3 RB-2 P-1 P-1 1P-1 P-1 ACT-1 1 0-11-1 14 NR FG 3' - 0" 7' - 0" HM P-1 CTG-1 HM P-1 1, 3 C N cq 26 SCIENCE CLASSROOM RF-3 RB-2 P-1 P-1 1P-1 P-1 ACT-1 PAINT(E) WINDOW FRAMES P-1 0-11-2 15 NR FG 3' - 0" 7' - 0" HM P-1 CTG-1 I HM P-1 1, 32 g- 27 SCIENCE CLASSROOM RF-3 RB-2 P-1 P-1 P-1 P-1 ACT-1 PAINT(E) WINDOW FRAMES P-1 0-12-1 16 NR FG2 2 EQ 6' - 0" 7' - 0" HM P-1/P- CILG-1 (E) HM P-1/P-7 2, 3, 6 . as) S 0% 28 SCIENCE CLASSROOM RF-3 RB-2 P-1 P-1 P-1 P-1 ACT-1 7 m,,,, e,`�`„ CC f 29 SCIENCE CLASSROOM RF-3 RB-2 P-1 P-1 P-1 P-1 ACT-1 0-12-2 17 NR FG2 2 EQ 6' - 0" 7' - 0" HM P-1/P- CILG-1 (E) HM P-1/P-7 2, 3, 6 I- > Vy 0 30 SCIENCE CLASSROOM RF-3 RB-2 P-1 P-1 P-1 P-1 ACT-1 PAINT (E) WINDOW FRAMES P-1 7 'Z3 ""— 13,0-12-3 18 NR FG2 2 EQ 6' - 0" 7' - 0" HM P-1/P- CILG-1 (E) HM P-1/P-7 2, 3, 4, 6 O 0 2 Rs STEM/MAKERSPACE I=0) •38A K0ILN ROOM (E) RB-2 P-1 P-1 P-1 P-1 (E I 0-12-4 19 NR FG2 2 EQ 6' - 0" 7' - 0" HM P-1 CTG-1 I HM P-1 13 ' Um P-- — 42 CIRCULATON E P-2 RB-2 P-1 P-1 / P-3 P-1 P-1 / P-3 P-1 PAINT EXPOSED DUCTS AND PIPES P-1, PAINT E ( )� DOORS AND FRAMES P-3 ( ) ( 0-12-5 20 NR FG2 2 EQ 6' - 0" 7' - 0" HM P-1 CTG-1HM P-1 13 I 0-12-6 21 NR FG2 2 EQ 6' - 0" 7' - 0" HM P-1 CTG-1 HM P-1 13 42A STEM/CTE CLASSROOM CPT-3 RB-2 P-1 P-1 P-1 P-1 OTS PAINT EXPOSED DUCTS AND PIPES P-1 42B ROBOTICS LAB (E) RB-2 P-3 P-3 P-3 N/A OTS PAINT EXPOSED DUCTS AND PIPES P-1 42C MAKERSPACE (E) RB-2 P-3 P-3 P-3 P-3 OTS PAINT EXPOSED DUCTS AND PIPES P-1 10" 6" 42D STEM/CTE CLASSROOM CPT-3 RB-2 P-1 P-1 P-1 P-1 OTS PAINT EXPOSED DUCTS AND PIPES P-1 `/ 2 42E TECHNOLOGY (E) RB-2 P-3 P-3 P-3 P-3 0;�S PAINT EXPOSED DUCTS AND PIPES P-1 -i- , 2 1 42F ELEC. ROOM (E) (E) P-1 P-1 (E) (E) (F OTy1 XP ,--�v- -- �� (E) 6-11"S1 42G STORAGERB-2 P-1 P-1 P-1 P-1 S PArr OSED D^� AND PIPES P-1 \ -f'r 1 42J MAKERSPACE STORAGE (E) RB-2 P-1 P-1 P-1 P-1 OTS PAINT EXPOSED DUCTS AND PIPES P-3 `c. UPPER GYM 1110 1(E) UPPER GYM I RF-4 I RB-3 (E) (E) (E) (E) (E) 1NEW STRIPING I % A V- - 1 05/04/2017 ADDENDUM 1 1 - „ r N_ in o SHEAR WALL SCHEDULE - �`� MARK DATE DESCRIPTION SW# I Wall Finish I Wall Base I Comments F-FLUSH NG-NARROW GLAZED VG-VISION GLAZED FG-FULL GLAZED G-GLASS F2-PAIR NG2-PAIR VG2-PAIR FG2-PAIR G2-PAIR Issued: 04/21/2017 1 P-1 ME DO NOT REINSTALL TACKBOARD PANELS. PAINT WALL AND REINSTALL BASE TO MATCH EXISTING Scale: As indicated 2 ME /WP-1 ME NEW WAINSCOT PANELS WP-1 INSTALLED TO MATCH EXISTING HEIGHT. PAINT WAINSCOT AND REINSTALL BASE TO MATCH EXISTING 3 ME ME DO NOT REINSTALL WAINSCOT BEHIND LOCKERS. PAINT WALL TO MATCH EXISTING 4 ME ME REPLACE WAINSCOT TO MATCH EXISTING. SALVAGE AND REINSTALL TILE ARTWORK. PAINT WALL ABOVE WAINSCOT TO MATCH EXISTINGfllfll ° llfl ° 1 'o 5 FWTP-2 ME REPLACE FULL HEIGHT TACK PANELS WITH FWTP-2 w 6 ME ME REPLACE WAINSCOT TO MATCH EXISTING. REINSTALL TACKBOARD, FIRE ALARM STROBE, AND ELECTRICAL OUTLET. ! I CO w 7 �P-2 ME REPLACE FULL HEIGHT TACK PANELS WITH �P-2; REINSTALL FIRE ALARM STROBE % % % % ! I i 8 ME ME DO NOT REINSTALL WAINSCOT BEHIND LOCKERS. PAINT WALL TO MATCH EXISTING t �' �,,4 1 Copyright 16014 e ' e ,� Ni- U 9 ME ME REMOVE, SALVAGE AND REINSTALL MURAL W s CO "� �, _ PERMIT SET 10 ME ME REMOVE, SALVAGE AND REINSTALL CASEWORK, TAPE AND MUD JOINTS ONLY. Z LTi C -'' a i < 11 P-1 ME PAINT WALL P-1, REINSTALL FIRE ALARM STROBE. "- C - °- 12 ME / P-1 ME REMOVE, SALVAGE AND REINSTALL EXISTING CEDAR SIDING; PAINT WALL P-1 BELOW CEDAR ROOM FINISH, SHEAR p, SD-#-SECTIONAL DOOR CD-#-COILING COUNTER DOOR TYPICAL DIMENSIONS `O 13 ME ME REINSTALL WAINSCOT PANELS TO MATCH EXISTING; PAINT WALL ABOVE WAINSCOT TO MATCH EXISTING. REINSTALL COVED TILE BASE TO MATCH EXISTING. WALL, Sc DOOR LO SALVAGE AND REINSTALL TOILET PARTITION AND ACCESSORIES. `r LEGEND - DOOR PROFILES SCHEDULES N r 0 A601 (.1 _ , co _, v, 1 50 I 40 I 30 I 20 I 10 I 0 50 I 40 I 30 1 20 1 10 1 0 I ' i 1 6 (E)STORAGE314" HIGH RAISED 6 BORA 0-10 TEXT WI BRAILLE ...1 — \ PER ADA REQ. 314" HIGH RAISED ___-) ,� ` TEXT W/ BRAILLE j r�� -� , MAX PER ADA REQ. B 1 imisi ! NOTE: Ar Bora Architects, Inc. ©� _ __ _ OCCUPANCY OCCUPANCY in NUMBER TO BE ROOM NAME 720 SW Washington, Suite 800 HEALTH ROOM XXX VERIFIED BY ZO Portland, Oregon 97205 `- RM# 503.226.1575 0-7 — ARCHITECT AND TOILET . f FIRE MARSHAL O-7A � 811 _..1r WWW.bora.CO o - 8" ire ,I1 Mar"iI '. 1 I -.H --- (� ADMIN WORKROOM KROOM1 1 TYPE Al TYPE 131 -B11 11,11 -�� MANUFACTURER: TBD REF: SIGNAGE SCHEDULE FOR TEXT Illiii • STYLE: SOLID POLYMER (EXTERIOR LOCATION) D 5 WHITE TEXT D 4 Q© Q© nCOLORSCHEDULE DARK GREY /REF: SIGNAGE FOR TEXT AND IMAGES •FFICE - DEAN OF •FFICE -PRINCIPAL OFFICE -ASSIST STUDENTS 0-2 5 PRINCIPAL 0-4 OFFICE - INSTRUC. C O-5 COORD 5 ----<///l O-3 .10 i T -- I o 0 - . PAPER INSERT / BY OWNER WITH 0 01 FIRST FLOOR - SIGNAGE - SECTOR 1 - ADMIN 1/2" HIGH TEXT RAISED IMAGE, I TEACHER NAME0 0 TEXT AND BRAILLE j j PER ADA CODE. I CLASS NAMA i N V �- 0 L J W co I ICD . i I I CD 1 , I CD , 1 1 , I I I 1 I I y � - GLASS 1 I I I I 1 I I I I 1 i I 1 ' .. ' I i I I I i I 4 ® -} �, WITH SLOT FOR INSERT 0 OVER BACKING — \ 1" HIGH GREY R M# RESTROOM ° ° v LETTERING ON d �� R M# - 1" HIGH RAISED ° c'' BLACK TEXT W/BRAILLE 1, ® El \ BACKGROUND E 8" LOCATION: ACITVE 8 1/2" k a o X x SIDE OF DOOR, ,r f MOUNTED TO WALL k SCIENCE CLASSROOM * SCIENCE CLASSROOM SCIENCE CLASSROOM (E) CLASSRM 26 27 30 31 TYPE Cl TYPE D1 TYPE El k q D I k - CLASSROOM ROOM NUMBERS -1 QM R 0LEGEND - SIGNAGE GS , k en Q 3" = 1'-0" 4 I I I , I 1 ` J , 1 - Ai• I . -) 0, ; ® Y ® �\ I I I I I i I I I I I I I I I SCIENCE SBORAGE' DI1 QO QES - O SCIENCE PREP 11 e 25 - 3 .. ® '�i MUD ROOM 0 a 8 25-A (B 2 CIES QS TYP DOOR, WHERE L EQ , EQ EQ EQ if I QE �� {DI� _. OCCURS f— —1 ® 111-Y111111 ' NI ISS — II Qin - 1 I jtcA l ) d t GISIDF 311 Cli) 9 F- 23-A (DOOR SWING :�; SIGNAGE NOTES MUST NOT HITJ. SIGNI ` SCIENCE CLASSROOM _ PERSON SIGN v0 �/ 24 READING SIGN) � 1. SIGNAGE SHALL COMPLY WITH THE ICC A117.1 O SCIENCE CLASSROOM -a k- SCIENCE CLASSROOM / ' \ REQUIREMENTS FOR VISUAL CHARACTERS AND ® 28 0 29 Z INCLUDE THE INTERNATIONAL SYMBOL FOR ACCESSIBILITY. _ z 0 2. RAISED CHARACTERS TO COMPLY WITH ICC/ANSI V ® A117.1 SECTION 703.3 AND SHALL BE DUPLICATED IN z BRAILLE. BRAILLE TO BE CONTRACTED(GRADE 2) i--+ 0111) Y CI �` I ; —OH-- w BRAILLE AND SHALL COMPLY WITH SECTION 703.4. U �� , t w U •� 3 w 3. STYLE OF ALL PANEL TEXT: FUTURA BOOK(FONT). 3 . � U ', o N ICI I ICI I 14 I : M1 I I I :0: I 1®I 1 I 0 / / I • 0 co 4. CONTENT OF SIGNS(TEXT AND NUMBERS) TO \ C:3 LO \ M1 1 111111111 ( 11 1111 BE CONFIRMED BY OWNER PRIOR TO FABRICATION. —8 N (1 ', 5. PROVIDE LAYOUT DRAWINGS PER SPEC. TYPICAL WALL-MOUNTED SIGN TYPICAL DOOR-MOUNTED SIGN TYPE C - MOUNTED ABOVE 6. TYPICAL MOUNTING POSITION: CIL SIGN 5'-0" AFF, 8" (f) 2 _ Ch DOOR IN CLASSROOMS FROM DOOR FRAME/WALL EDGE. cN C 01 FIRST FLOOR - SIGNAGE - SECTOR 2 - SCIENCE SIGNAGE MOUNTING HEIGHTS '' imp ca N 11 12 1" = 10'-0" 112" = 1'-0" C' co i--" H SIGN LEGEND W G ofx H MIMIIMIM"MMMIMII . TYPE DESCRIPTION O CO CO Q� MAKERSPACE LL O STORAGE A WALL MOUNTED INFO SIGNS r1_. , iii B ROOM ID SIGNS- NUMBERS AND NAMES (B 8 TECHNOLOGY 42J SIGNAGE SCHEDULE C ROOM ID SIGNS- NUMBERS ONLY-ABOVE DOOR 42E D CLASSROOM 1 OFFICE SIGNS ----V- Sign Sign Room Room Name/Primary f E RESTROOM ID SIGNS-WALL MOUNTED Revision Type Number ! Number Message Additional Message STEM/CTE CLASSROOM 42D QM / I IA 11 1- Occupant Load I SYMBOL B 1 0-7 HEALTH ROOM -- SIGN TYPE 2 -- B 2 23-A IDF OEM 2 B 3 25 SCIENCE PREP _ SIGN NUMBER ■ MAKERSPACE ■ B 4 38A KILN ROOM 42C B 5 38B IDF B 6 42F ELECTRIC ROOM B 7 42G STORAGE QMlI B 8 42E TECHNOLOGY I I IC I I- Room number PLAN LEGEND STORAGE Q� __ D 1 - Room number Paper insert byOwner 1 05/04/2017 ADDENDUM 1 itionimmil--- 4--".i 42G P D 2 0-2 PRINCIPAL NO WORK THIS AREA ,� � D 3 O-3 INSTRUCTIONAL COORDINATOR MARK DATE DESCRIPTION Ii I D 4 00_4-3 � DEAN OF STUDENTS — (B 7 ) QmL D 5 -0-5 - - ASSISTANT PRINCIPAL - TYP In Issued: 04/21/2017 E I 1 I- IRESTROOM I International Symbol for Accessibility CID N Scale: As indicated ■ Ell) STEM/CTE CLASSROOM 42A ROBOTICS LAB 42B will © Copyright 16014 1 i \-11 (B 4: 1. _, 1 L _T 71 D 1B 6 1 KILN ROOM �m" ■ PERMIT SET 38A (B 5 ) IDF38B 1' I ---')ELEC. ROOM ., s 42F 1 a. 1A ME El 3 4 SIGNAGE PLANS & 0 SCHEDULE o21 01 FIRST FLOOR - SIGNAGE - SECTOR 5 - STEM/MAKERSPACE 1 CV m 1" = 1 0'-0" A602 u7 50 I 40 I 30 I 20 I 10 I 0 I I 50 I 40 I 30 I 20 I 10 I 0 1 6 s BORA Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co 5 5 Ci) C-) CD C1-3) (9) C-12) 1.-) (1 4) — ti Ii i III _ I _ � �p�Pr qr I 11 Em •. �' 178 '�'. I 0 !: I i0LY A9Qi ... .; k.11 - I - - I - - - - - I - i - I - --'- - - - - - - I - - 'o0ff, MLN., w.I I 1 EXPIRES: 31DEC16 I - -- I 4 i 4 I I I I I A I 1 r'�—� ,__ — __ . —�, - r, - -._. _...... ._.. — — .*pct V� -i E - — — — A REMOVE PORTION 6F (E) ] ' I CI I. - FOR NEW HW CON NECTIONS. I • -7- • � - SEE P201A ,, ' I [] tD b , d b Li Custodial Closet ! I - - I ) Girls RR I 1 I �) I � Boys RR _ 0(E) 6" W - - — .1—. — -— - n' " 1 r _ (E) OLD LANGUAGE Stora e I ,.ii,/ ---- 9 . . .. .,.r -- ^ 0 I / \ Ii r ,> I- I 1 i I L I I l lr l I )1 - � � I Entry III` I CKcel 3 I 1t1 rrrr I 3 Lo �� rr •. I (f) I I I i �� I r ' I ' CO iiI 11 rr I I 1 2 n { 1 \, ii I I - — C N 'I 1 i --------------------------"s"------_7/it ! ' L (E) CLASSRM I ' ,1 i tirr ' Ct I I I I \ I rit I i n11 n 11 n f I 0 , I i , II A 11 A I rf� I x, ltwn �- ,,r 11II I LO 0 CO co 1 - I I I I : .\\ s�r, + Io I i t- � fr , } I I 11` 1J I � I f I `, �.. ,;1 I H 111 1 --- - I I I ,. 1 — i` — ire ! — I — Q I I \'‘•�, f(, ; I i I I ii iI I 1 V V III I I I , I - - I - - _._._ _,..r— nT _ 7U__ - ..____ _ {— _ - - � - I - __ 2 or-41 'I PLUMBING DEMO PLAN — ADMIN Sc COUNSELING AREA erip D 101 A SCALE:1/8"=1'--O" AADDENDUM #1 – 5.4.17 MAR DATE DESCRIPTION REFERENCE ONLY K NOT APPROVED WITH THIS PERMIT Issued: April 21, 2017 Scale: SEE DWG Drawn By: ARJ Reviewed SWM By: File: File Path L __ Copyright M FIA-9325 1 2 5 1 PERMIT SET 2 [-I 1A ii1 3 4 SECTOR 1 - 0 PLUMBING DEMO 0 LI 1 I, PLAN N / P101A ,_r 1 50 I 40 I 30 I 20 I 10 I 0 1 1 50 1 40 1 30 1 20 I 10 I 0 I PLUMBING DEMO GENERAL NOTES : 0 0 (4) 0 6 0 ® 9 (10) • REMOVE ALL EXISTING GAS OUTLETS, ASSOCIATED PIPING AND MAIN GAS SHUT-OFF VALVES (E) HW/CW LINE TO REMAIN r'-' r'- AND CABINETS. O f`, FOR NEW CONNECTION 6 • PRIOR TO WORK BEGINNING THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS OF I OC 0 O \R` RDI L �� 6 EXISTING/REMOVED PLUMBING FIXTURES AND ASSOCIATED PIPING PRIOR TO ALL WORK. 1 ' 4ix 't i - - - - - - - - - , A ] r- I 30RA —T = 1 �L }�1----- I I I I 1 l ! P 101 B PLUMBING DEMO N 0 T E S: 0 -# © -Fri1 10 /-l. REF .ir RID 1 b -RD 1 t'" 1 ,, 1 1 5 , i „ lii f }- �-� l L J f----- --r-- - -L ;--- -- RFAOF WALL. __-- -66 ' 1 / (E) 3" VTR I -N + 1 ©) I A. REMOVE AND CAP WASTE BEHIND SURFACE - J J. __t"-T-7,44-1 _,_J_,,,, --- TO REMAIN I I B. REMOVE AND CAP WASTE BELOW FLOOR. REMOVE ANY ASSOCIATED HW/CW/V. I , r i }� C. (E) SINK UNLESS NOTED OTHERWISE. REMOVE FIXTURE AND RETAIN WASTE OUTLET FOR it 1 i I 1 1 \ Bora Architects, Inc. I I I I I MODIFICATION UNLESS NOTED OTHERWISE. 4 (E) 2" VTR 720 SW Washington, Suite 800 D. EXISTING SINK TO BE REMOVED. RETAIN WASTE AS REQUIRED FOR NEW WASTE ' © (E)1 1/2"HW N TO REMAIN Portland, Oregon 97205 CONNECTION. REMOVE (E) CW HW COMPLETELY. ^ I 1 I 1 ! 1 CW/HW/V I I 1 (E)1 CW E. EXISTING SINK (AND EYE-WASH AS APPLICABLE) TO BE REMOVED. REMOVE AND CAP WASTE 1 I I (E} CLASSRM 503.226.1575 X 31 BEHIND SURFACE OF WALL (OR TO FLOOR LINE IF NOT ON EXTERIOR WALL). REMOVE (E) () I ` (E)3"W I i (E)4"W i 0 \ (E)4"W I www.bora.co CW/HW/V COMPLETELY. SEE P201 B FOR NEW WORK DETAIL. I'�� ' I i & 1 ►-- ' F. DEMO ROOF DRAIN AND DRAIN BODY AND ASSOCIATED PIPE. - i _ / _ — _ _ _ _ —__-_-_ti _ _ '_ — _ _ � _ r — _ _ _ _ ,- _ _ _ � _ — _ _ _ _ T — _ _ _ _ _ _ _ B — G. NOT USED. i 4111-1_ _ �_ -�� , / � 1 I � l 1 H. REMOVE (E) VENT COMPLETELY. VENT THROUGH ROOF TO REMAIN.. I 1 - . - ( ) ^ W I. CAP & 'STE AND FLOOR AND REMOVE ASSOCIATED DRAIN. 11 O I ' 1 ,�' --------____ ' {E)3 E 2 HW J. EX -. IN H• BIB TO REMAIN. REMOVE EXISTING CW SUPPLY PIPING COMPLETELY. "- (E)3/4 CW itt++ ? 1 / K. E (STING PIPIN TO REMAIN IN THIS AREA. CAP EXISTING PIPING FOR FUTURE - I I (E)1 1/4"HW i A 6I i-- -ttt-- A-© % 1cr R: CONNECTIO I 1 `� q 1A- --L I / I "- t_�II ' O © O J /41. _� 4_, , I �_' 11 O © 0 I 1 I I 1 A tip iitiv oiti_ , 1 -1® L , , J L_J � '_ re __ , I 1 i III I i r- I 1 liFTskli 't , T�T;MITIEF 1T ■111111■ I ' ' I 1 --1--3----� I , L �/ ro, © I 1�'F�ILL_ , 1 I I _� /I I ;' 0.1 ., , , ,; k o v 1 1 ■ I , _ Consulting Engineers - �_ Ii --- ----� 1 -� 1l7 2007 S.E. Ash St. 1 - -{ 1 , 1 J 40M-1— I A, Portland, OR 97214 1 1 --- r 1 ■ ■ 5 5 �1 , =3� I , , N { 1 r- - © © FD 1 i l I 1 41 I 1 NI , ■ (503) 234-0548 44r _ 1 - - - - - _ - _ � T L 111- 1 ©—{ i ■ - - 0INC.FAX: 234--0677 BF 1 L �JT 1 ;1.. 1 I I 1 IT r �'�� ■ I I i I iti (E) 2" VTR r 1 1 I L �__� TO REMAIN 1 I El I I r te- 1...... L 4_,_ I \ I[ 1_ I i I I , L _. >taiL II.1 . 1 I . , ,====._ \ E11 . 11 - - - - - - - - - - -� - - - - - - - r - - - - - -- - - - - - - -- - - 1- - - - _ _ - - - - - 1 cc i IILL li rr -9 I I I ,0: 1 1!I I I I I 1 1 42".(7k 1+. , (E) 2" VTR - II I I I I I ��N G I N4, • U 'OF I TO REMAIN II R (E)3"W I I' 1 1 1 V 4' I sl - DEMO AND REPLACE (E) 2 1/2"CW, 2"HW ` 1 I, I I I �; �' ,781, ' 1 I I I I -7 I 4 - 0 1 IIF (E) 2"VTR I I ` (E) CLASSRM (E) �LASSRM - +r 44 re`by 4,- tTO REMAIN I " 34 33 �'p 25, �\, __ --- y 11,E 41 � _ I I 1i. (E) 3 CW I � I . w. Wi 1 _1 _7_ �r -r _J+I Z / / I EXPIRES: 31 DEC16 I �-1�- I � � I il I ITI --- f -I- I J�-----1 L-��"` till - -1- - 1 -1-- 0 / / I4 �_� ©R �, - Lu a, �' - 1= 1I I - - - _ 7 (E} 2"Hw 4 V 0 E1CW y , mailp-' ''' (E)1111/4 1HW �r I - _ ` --7- -4,-- - .,.:....:. .�. ki -- _.,z - 1 I 1 1 rF - - - - - - - - - - - - - - 1-"-viR _ A A A - - -ti -17 -17iii-hi i7i-1-I - J ® 4g TO REMAIN © 0 O O f a� / ry illRD 1 1 DEMO AND REPLACE (E) 3"CW & 2"HW MAINS IN THIS LOCATION. REMOVE ALL (E) CW/HW BRANCH LINES FROM THIS POINT AND BEYOND FOR ALL NEW PIPING IN SCIENCE AREA (E) HWR/CW/HW LINES TO REMAIN » FOR NEW CONNECTION 0 0, 41\ 1 PLUMBING DEMO PLAN -- SCIENCE AREACZ 101B SCALE:1/8"=1'-O" 0 ^C W FJ) 616) (-17) ii-ii) (-19) * /2])1 (-2--) (23) /2-4) 11 N 3 - - 3U) Lo0 _ yAIt 1 l I I I II - I I I r I r i CO 1 N r � CC I I 1 I I i 0 Icn A 0-11, ` J I _ 1 0op I 0) I I Q1 Oa — 1- 1 e bB MOM I IE DRAIN TO REMAIN. CONFIRM J 39 I I140 I LOCATION OF PRIMER LINE AND _ QW_QUT_LINE._AND MAKE ,'` . I I READY FOR NEW CONNECTION, I I I I 1 I I I I r- r- I 2 2 — — '— — — — — 1 - - - �__ - - - - 0 111 1 1_5..,_i .` I _ ____ . \ ---ri II I I II 1 _ ___II E I I I I (E) CLOTHES WF,SHER FITTING TO I I ii O BASE REQUIRED REMOVED. CAA ADDENDUM #1 --- 5.4.17 ®P PIPING IN WALL L-. _1 MAR DATE DESCRIPTION I K — -- — — — --- — — 41- — — �' - - - - - - - - 1_ r p I --- `y Fr- I 1 \: Issued: Apri121 , 2017 r_��_T_��_.�_..�_T_--_T_ ' 1 - � J► REFERENCE ONLY L.---1.----,!._._._:_:a_____.I_+_+�__A 'E NOT APPROVED WITH THIS PERMIT Scale: SEE DWG I II 38 I I I rr .1 I I Drawn By: ARJ I _ f . Reviewed SWM 0 A --=-I� By: (E)2"V0 File: File Path ' r, E1"HW / / / I I I ---- # �....,... �t:1iLT uI (E)3Cw /i 2 5 1 ; (_____t_t PERMIT SET -,h I III Q r , r r . s� �_. 1 -J r ILA 11 0 0 I- 1 l r...•� , 1 I I 1AFL 1 3 4 SECTOR 2 & 5 - 1 lik PLUMBING DEMO 2 PLUMBING DEMO PLAN — STEM MAKER AREALI PLAN o r 91018 SCALE:1/8"=1'-0" N . I IP1 01 B CD I� r_ r- 1 50 I 40 1 30 I 20 1 10 I 0 1 50 I 40 I 30 I 20 I 10 I 0 I 8 9 C-1- 2 13 6--4). Y Y Y s I 1 - - I , I (E) COMMONS I 6 BORA N I I I NISEXRR.. I r I - - - - - - - - - - - _ ! NEN ____I - - - 7 -- - -- - -- -T _______I__________-- - - __- - - - - - - - -�- - --- - - - 0 Bora Architects, Inc. 720 SW Washington, Suite 800 I I I I Portland, Oregon 97205 I I I I I I I I I 503.226.1575 _ STORAGE I C1 I I ' - - .___--ilia L ' www.bora.co f f I 1 I I I 1,-.. I I TA WORKSP I I I I C-9 I I I c-4 c-sIMI I I I li I I I I Engineers � I Boo . --G J M Consulting Eng - - - C-1 5 FI Portland, R 9 214 5 A (503) 234-0548 `� L I � - - - I i IAillal - I I I I INC.FAX. 234-0677 II COUNSELING WAITING II I I I I IRCULATION'. r C-8 I I I - ____" ' C Illial — COUNSEL! I I I - AlaiI I I 4 I I I I r I - I I i — ERAN ` iiiiiikERENCE ROOM 1 I I I 421'17 ' oilC-3 I C-5 ' -1 x C-7 I I I �G 840, AilmiliI I I I I '�' 178--4 1"'- - - - - IIIII IIII II'I'I �IIII IIII i - - - - - . _ _ _ II . , - - � iIII0 --- --- 4 trio 1cr ,� dry 4 4 off, W „ v I EXPIRES: 31 DEC 16 I I I I E I -_I- - - - - - - # - - - - - I - - ; - - - -J-- - - - - - - - - - - 0 I , 1 - 4" y I ' c I'll CO , W , )f I ! a , I � - 1 NE 1 - 1 /41f CW TO .. . • )22- 1 /.) 2AND NEW 1 - 1 /2" co 1 HW LOOP TO {E) LINE - _ _ ed t ' - - - _ - - —.2 4 - - , - - --(. , _ C 2-- ` I-- mi ___, 1 i (E) Fl E RISER a) ' IA VEK 3 INV.! = 166' � I I I W e 4 I 3 0 I I {E) 6'' (i) APPROX. i4" BFF) ; I E) STORAGE ' ( 0 2 N -�- - - -- , - + - - - - - - - O- - - - -�- = w �— .. .:.....1 - t , - - - - i ii - - - - - - - N I - - - - - - I L � 1 - I ICD 11)L a) l i" ' ISAW-CUT SLA R NEW-WASTE LINE ROUTING 1 --� O '! I 1T , --- - I I CD ICLO If -3 I , I i _ o CO I , i �� ' RECEPTION CIRC I I �;_ HEALTH ROOM O-9 I I �' I °"� ,.,t SE SECTION IMI iI , I I I � I 1 I 1/' i_ 21.1300 FOR REVISION ' I I Td FIRE SYSTEM 1 4 I IWC- 11 I II - I ..... 1) I -._- i I I 2 ' L 12 I I .T _...,. Isn I j F (--- f f L. � Wur-- ur .0 ��i Wwr n 'Uri �I i-, .r, I S_5 I 1' CW DN TO I liffilicrikA SSRM SERVE WC Sc SINK 2 1 gil 1 1 ADMIN WORKROOM I - - --- .._..-, W.. .r - - r--Y-..0.,-..6. - - - - - .. .-. -.. .., - - - - - - - - - - - - - - - I' I A ADDENDUM #1 - 5.4.17 —I IL 4______I____.____i_____u__ \ I MAR DATE K DESCRIPTION ti_i it.,..2: ::::...,.-.. 1,:-.LI1 I ° ° Issued: April 21, 2017 17 I REFERENCE ONLY Scale: SEE DWG � I I i � NOT APPROVED WITH THIS PERMIT I I,...�.. Drawn By: AR.I W...,.'.......,J. .,.. I I # T i I ; I Reviewed SWM --- I FI I I By: I I I _ L I I I I File: File Path FFICE - ASSIST OFFICE DEA `° FFICE - INSTRIjC. i PRINCIPAL UDENTS CD Copyright MFIA-9325 1 � � � O-5 1 �: 0-4 .. 0-3 -- 0_2 I � I � 2 5 � I I I / PERMIT SET Q r = T I I o L � - ___) 3 4 ll m /1111 _ 11 yL - - - -4. - - - - - - - - - - -T- - - - - - - --1---- - E. PLUMBING PLAN 1 f �lii 1 PLUMBING PLAN — ADMIN 8c COUNSELING AREA r Nr SCALE:1/8"-1'-0"' 1PIP 1 50 I 40 1 30 1 20 1 10 1 0 1 I 50 I 40 I 30 I 20 1 10 I 0 I M 101A MECHANICAL NOTES.® A. REMOVE ALL PORTIONS OF THE MAKE-UP WATER AND © 6 TREATMENT SYSTEM INCLUDING THE EXISTING PUMP. CAP CW SOURCE AND REMOVE R.P. DEVICE. B. FROM THIS POINT BEYOND REMOVE (E) SA AND DIFFUSER - FOR NEW DUCT CONNECTION. C. CAP (E) DUCT AND REMOVE DUCT/DIFFUSER BEYOND. I D. REMOVE ALL DUCT INSULATION; RETAIN DUCT. E. REMOVE (E) RA, WALL DROP, FIRE DAMPER, AND OFFSET FROM THIS POINT BEYOND. REMOVE (E) 36X18 LOW RA 6 GRILLE (1800 CFM) FOR INSTALLATION OF NEW CEILING 6 BORA DIFFUSER F. REMOVE SA WHEEL, HOUSING, FAN BASE AND MOTOR (COORD. I I W/ ELECTRICAL FOR REMOVAL OF DISCONNECT AND STARTER). G. REMOVE RA WHEEL, HOUSING, FAN BASE AND MOTOR (COORD. W/ ELECTRICAL FOR REMOVAL OF DISCONNECT AND STARTER). 1 I Bora Architects, Inc. © 6 fil 8 9I I I 720 SW Washington, Suite 800 Portland, Oregon 97205 u I I 503.226.1575 I I I I 7 , I www.bora.co ,,, I I I ' ii I I I_) I I I \ 1 (E) CHS/R I LINES FROM -►- CHILLER & TO _ 1 COIL AT ASU-5 II SEEFOR 2/M101A I I I - TO BE MEZZANINE Q REMOVED WORK ABOVE 5 A (E) ASU-5 5 I r'— gm i limit A A A I 1 I , I I I--- I■% - r _ I I 0 1 1 ___ - -' ■■■.a „ I . _ _, 7 I 1 i -- I 1 I I - L ,.w _- _ I Q 1 I ,vw 178:4 �� I 1TI I I : I' IID ,� C �,l�� 1E . I t. I :-/ tp 4 est et- 4 Q 1:0).,. W MND I ' Z 1 ' I I I I I I �/i 1 i1 I 111 - - Q I EXPIRES: 31DEC16 \ \I 1 4 -- 1—, _ • , I,: NI f IJ WOMENS RR rUNISEX RR I \ 4 i 7 II r: ' 1 8J/Il 0-0 6-12) (13( I 1 1 F I i f ` II T �i 1 I Ll g I 0 - \ L - bi ,_ ... - I-I - -� _ �- - - - {E) ASU-6 ri ' 0 r, I I� I I I 1 rfun .IIS __ 1 .F' I MENS RR `\` Y I illi � WIIIJ I I r --- j 1 I .I .; 1 - __ _ - (E) ASU-8 Y y ACP - �" -_ - I— I I . r� - .I , I ly O N v / A R A (E) ASU-7B11 I O It 0 as _{ - I/ -{I go oil ATT C AR A .-,..,. ..-.- - = �I ---11 12 C �I CD r�-� --� �� 2 MECHANICAL MEZZANINE DEMO PLAN — ADMIN & COUNSELING AREA il I I SEE 4/M101A 1 1 N 3 I I pr 101A SCALE:1/8"=1 '-0" 3 O FOR `--� MEZZANINE I I (I) d- +� WORK ABOVE CO I I ��,�I � I � _ - — — — I - — — I - I cN i L d�7 ! CC o I I I 1 I I � L co _-_ -_ _ I _ _ P (E) 24X12 SA O - - 1 _ - - — 0 LL „......_ I I ar--- I _. _ _ __„L \ _ _ _ _ _ iJi 6,1).___ - LIMITS OF 1 1 Custodial Closet ; , I (E) 18X12 SA FROM I EARLY WGRK Girls RR I ASU-7B SYSTEM 11 = I II I I PERMIT AREA . I CAP (E) 4X6 '; :I ' Boys RF f 1 '- ; I ` — — — 1 SA TO TROPHY I N 41:'JI I — .— -CASE AND.-..,. . I X Ii1 i- (E) OLD LANGUAGE REMOVE I I 1 Storage REMOVE �' ' N - i I DUCT/DIFFUSER BEYOND A +. 1 BEYOND I A.\ I �° © I 1 - - - - - - .�, -REMOVE SA AS REA - ._ - 0 2 I I'' I II `` , L - L REMOVE O •‘ FROM TS QT�� NEWWALL �- I 2 1 r 1c POINT BEYOND, ALONG W/ ,I s , ix-, � 1fETATT. - - - t : • -b. .1\ _„, i _I I - ASSOCIATED GRILLES r ASU-6 111 ti I I• I I PATCH WA Ii - - -_ `TJ_'I. I� I I I (E) S TO BE REMOVED I I I I �. — T\ )I II ISI Entry I1 I , I � i� ' 1. � �� pi - I I;`,, III I I FA- ��IO ;11� 1 l 1 --�. 1�',' 1111II I ASU-8 ±-7/111 REMOVE PORTION OF (E) T1 I �� lI I A ADDENDUM #1 - 5.4.17 I 1 II Y ► 1. �1r! , --�1 I� SA AS REQUIRED FOR (E) RA OFFSET ` WALL, 1 1, I I INEW DUCT ROUTING 1 MAR DATE DESCRIPTION I t-.1 ‘\,r‘_‘__IA_A-------- iDROP TO BE REMOVED %i/ I r - I K II ,1 � ,a►, ► 1 1�r� ITI� y Imo _— I I � 11 1�—,�c� I � III I 111 II II 1, — (E) (E) CLASSRM I I ———— STAT Issued: April 21, 2017 III I ' „� ��° .__ k,.....,,,,... :....1-...,..� 'T .,. .. ._,. n ., .,.._ TO BE i : I- 11'4 !! f I n‘, ■■ i t r "� Scale: SEE DWG I � j i I (E} FIRE DAMPER A ` -_�L_-' `-_I L_-' `•_I REPLACE - -- -I � I I` - Audi#o I I I REMOVE AND PATO I I P Drawn By: ARJ I I WALL. I Y I. I - E SAIFFUSER 1800 II 3k7iW �� 74ii- , 1I i CFM, TO REMAINReviewed SWM I I� I I I \ , I� I� I I, r � i ¢ I -- CAP END OF SAMAIN By: i 1 I File: File Path / U. 1 I % . J,1 i — .- REMOVE - ..'' - — - - - . — — Q 2 1 Copyright MFIA-9325 1 I — II = , 1 (E) RA 1 I . II i� �� I I I GRILLE TO II = 1 PLENUM, 11 I 1 1 //z// EARLY WORK TYP. 2 ; r PERMIT SET Q 1 : I I I 1A 3 4 1 SECTOR 1 Q _ _ _ _ _ _ _ _ _ _..._-_ - __ .__ — -- MECHANICAL DEMO a '‘ 1 MECHANICAL DEMO PLAN — ADMIN & COUNSELING AREA PLAN is CN gi IF 101A SCALE:1/8"=1'-0" I co 4 MI 0 1 A ,.. 1 50 I 40 I 30 1 20 I 10 I 0 I 50 I 40 I 30 I 20 I 10 I 0 I o 0 0 0 E.6_. 0 8 9 6-iii rarifi - - - -~ - F r- 1- _ . - i.____iy__T_ - _ - - -- - - 1— - - - - A J _.- - 4 - �.- 1--r—m------m---I- _i__.., __�_�_' ;:.----r: 7 C �_ I =__= --�1C L JL �; L_. -01 - _ - MECHANICAL DEMO GENERAL NOTES: I 0 I I I • FOR ALL VAV BOXES THAT ARE RECEIVING NEW OUTLET DUCTWORK, REMOVE (E) I r _ Z r _ r Z r _ I I I I I EQUIPMENT TAG FOR NEW TAGGING. SEE M2.5 FOR DETAIL I C -C C -C4.T..C C-C C- _ C C- C _ C_C 1 1 C _= C _c c CTc C -= C - = C- cI T T T T��T _ T IIT T T T 17-'G • FOR ALL EXHAUST FANS THAT ARE BEING REPLACED, SEE M2.5 FOR NEW EQUIPMENT ; I _ _ -_ _t__ LI- 1 • �� __r I �-- I __ _! I I I 6 BORA TAGS. ' I_ - - - __Al 1 '�I �- _ �n r4 F I II I I vS I L -_ � L_ - MECHANICAL DEMO NOTES: O i - r� �% O L " -1-_ _ _ +� I HI - .,,, I vu i I 1 A. REMOVE EXISTING VAV BOX AND ALL INLET OUTLET DUCTWORK AND DIFFUSERS UNLESS T / L L 1 1 Z l 1 1 1 L I I C -= C_C C_ C C � C = C _C I C _C C_C C _C C_= I C_ C I _ I, o , E NOTED OTHERWISE. �': 1 I i Bora Architects, Inc. B. RELOCATE EXISTING VAV BOX TO COORDINATE WITH NEW FULL HEIGHT WALL. _t� _ 1_ _ — _ 1 I ILL _ �_ _ _ _ _ _ _L — _ _ _ C. EXISTING EXHAUST DUCTWORK AND ALL ASSOCIATED GRILLES TO BE REMOVED FOR 1 I , a-- , B 720 SW Washington, Suite 800 I _J41) ali -.. INSTALLATION OF NEW SYSTEM. SEE M2018 FOR NEW WORK, AND SEE ROOF PLAN I I Portland, Oregon 97205 FOR ASSOCIATED FAN DEMO. _C- _I _`� --- -- - --� -� ' O r C_ c l 0 !r r �- I I I I 503.226.1575 D. NOT USED. r , I ,I I I I I E. EXISTING GRILLE/DIFFUSER TO BE REMOVED. - 1 �' -- ----• 1 I I IIL-I - www.bora.co F. EXISTING SA BRANCH TO BE CAPPED AND REMOVED BEYOND WITH ASSOCIATED C i I -_ -'c C-c 1 `. E I I_ C _ = c�. , ' c- C- C __ = -= C 1 = C 1 i ►i Rte. I f �� A I 1 I DIFFUSER. --I---- -T- fr T T--� T T ' --- T T — G. EXISTING DUCT BRANCHES TO BE REMOVED UP TO MAIN. SEE M201 B FOR NEW DUCT --r==- I "--" i '' I 1 ��` I CONNECTION. j ` I I i Pi.1 1=� 1 I I I IL A H. CAP (E) SA BRANCH AND REMOVE BEYOND AS SHOWN. Irk �` I I L___ I� ---� -�_JI41.--„ I If_T il I T CA OUCTLAND REMOVE -'�� I X TI.G VAV BOX TO REMAIN. SEE M201 B FOR BALANCE INFORMATION. I I I , II I I J _�f I Ii I DUCT TROFFER BEYOND, TYP i - 1 J. ( TA i :E 'E 0 ED .: - . cl 1.1 L f 1 I I_ L- - - , , L I I I I ILI T .-� ; I I I. K. 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M�� I ��""- - ., ,, I I EXPIRES: C16 I - - - RES. 31 DE C1 t' t' f t "i ii-T I-Iii---ii 1 1 AD121D 1 1 AD121A 1 1 ADI2IA (E) ASU- 1 0/"Ii�� 1 MECHANICAL DEMO PLAN - SCIENCE AREA _ g p, 101R SCALE:1/8"=1 '-0" O E MOM AMMJ CZ 15 Cl-66-7) ( --Et)� 19 ) :2-i-j) 212-2) REMOVE (E) HOOD, DUCT AND ROOF (;;) (2-4) t .� MOUNTED EXH FAN. SEE ARCH FOR 0 1 1 ROOF & WALL PATCH ,..,--.N.,... C I 1I I I I _ RETAIN (E) 7"0 UP THRU ROOF. �.i r ,--1 a) � I : I REMOVE ALL DUCT BEYOND \�- -�, 1 - -- -+I I: N I PENETRATION BELOW ROOF f 1I C1 ) I 3 (1) Lo 0 I I REMOVE FINISH BOOTH, III I ` �' i J HOOD EXHAUST I I —T I 1 2 (N DUCT AND REMOVE ALL (E) DUST ■� LL J N I ASSOCIATED FAN. -I- COLLECTOR DUCTWORK iii. j SALVAGE HOOD _H L----- r I- + - i n, f I I FOR KILN I I I I I L__J W II O igvadivago N N I j� - REMOVE O CID co L- 1 I (E) DUST O -� I I I I L-J i I 1 - 9J __. �r1 COLLECTOR I- REMOVE (E) SA AIR' AND 0- - - - -1 I I �i T % ` T %NLL ' i AND RA -- �-- DUCT. ASSOCIATED DIFFUSERS FROM 1-1_ L..0. PATCH I (E) HEATING/COOLING , TIS POINT BEYOND, FOR NEW ; �. COILS TO REMAIN DUCT CONNECTION 0- - - REMOVE (E) SA AND WALL 1 I 1 I ASSOCIATED DIFFUSERS r- r UKTtREXN - CC--),/TO )BE REMOVED LL'U Li 1 - -.... I I i I -- Jj (E) SA TO 2 5 I-) POINT I REMAIN I I REMOVE (E) SA AND I I I I ; L- I I ASSOCIATED DIFFUSERS CAP (E) SA MAIN IAT THIS POINT _ri:_ir II , REMOVE ALL DUCTWORK AND I I I DIFFUSERS BEYOND FOR NEW F-I- I - - _ - - - - - -P INSTALLATION - 1 I - - - i �DI Lit �'��I• - I A ADDENDUM #1 - 5.4.17 -�' 1----1-1----T---T---1 1 � n� `4'T i �L-` � y�'- MAR DATE DESCRIPTION I I!k ç24x16 LINED SA A K — 614( 'El- I I Issued: April 21, 2017 II I I III I E RELIEF _ ' Scale: s��,1�-0e1 aguAtimai I j ( ) II `��" TO REMAIN, li I I I I I 1 1 1 TYP. 2 I I--?� L I Drawn By: ARJ Y i i I 11 I Reviewed SWM li t - _ _ B - Q I - - i ,� - - - i i i File: File Path -4L_ _ 1 ,g19Eq /7 5 7/ _ :..___ - is-) , r 'ti F ) 2 Copyright MFIA-9325 1 ER AND D CTWORK ASSOCIATED W/ 1 REMOVE (E) 2X18 / /� \ / N (E) ROOFT P FAN TO REMAIN AS-IS RA FROM THIS I / / PERMIT SET 2 MAIM i SA/RA FROM ASU-1 O. SEE SHEET M2O1 B FOR WORK POINT BEYOND,ALONG WITH illiiiiiiiiiiiiill T Q IN MEZZANINE AREA FOR UNIT ASSOCIATED GRILLES 1A I 1 3 4 SECTOR 2 & 5 - /r-R4 2 MECHANICAL DEMO P _AN -- STEM AREA C MECHANICAL DEMO r1 M 1 0 1 B gIP112i ) SCALE:h/8"=1'-0" PLAN ,.. E ,__,T 501 40 I 30 I 20 1 10 I 0 I 50 I 40 1 30 1 20 I 10 I 0 I M 201 A MECHANICAL NOTES: ® A VAV BOX KEY: U 0 6 1. RE-SEAL AND RE-INSULATE (E) SA DUCT FROM UNIT TO NEW DUCT CONNECTION. b CT TO OPERATE AS MEDIUM Al 0- - 4 0 PRESSURE DUCT FOR VAV SYSTEM (UP TO 2" WC). ADD EXTERIOR REINFORCEMENT 0 DUCT TO MATCH SMACNA ' i REQUIREMENTS. - I t 2. • . .. ,-.- IN WALL. (Vti) O4A Ole 3. SA DN INTO CEILING SPACE. ROUTE OVER AND THRU STRUCTURE AND BACK DOWN. 14"0 RA UP INTO PLENUM 6O A5 © 6 4) 8 9 ( SPACE. 4. REPLACE (E) HOUSED FAN, MOTOR AND SPRING ISOLATION BASE. INSTALL SF-1 SEE 2/m2018 FOR INSTALLATIONA AND SCHEDULE FOR PERFORMANCE. AA 3 O_ A6 I 5. REMOVE (E) RA FAN SECTION. INSTALL RF-1 SEE 3/M201 B FOR INSTALLATION AND SCHEDULE FOR PERFORMANCE. 30RA 6 _ _ _L_I - - li — --------- I- -T- - 7 - - - - - - - - - - - 6. CONNECT NEW 8"0 SA TO (E). 6 I7. SLEEVE THRU WALL, SEE DRAWING FOR TOTAL AREA IN SQ. FT. A O 1 r 1 1 I Y 8. LEAVE DUCT OPEN TO RA PLENUM. A7 9. LINED TRANSFER DUCT ABOVE CEILING. MIN. CROSS—SECTIONAL AREA PER DRAWING. SEE DETAIL FOR CONSTRUCTION. r ---'"---. IMITIMIIlIiiIII 1 Ii1Tr IIID - I I ! r I I I ! 1 A G NERAL NOTES: } 1 1 1 A. SEE DETAIL 1/M601 OR 2/M601 FOR DUCT SUPPORT. X * X B20 SW Washington,ora ! . Suite 800 I I I I :. r•1: a N i •- - - - _ . ••- •R .N S R CE VALVES CON -0L LVES ABOVE CEILING. I I 1 1 I ! I 2X X Portland, Oregon 97205 I 1 1 C. ALL LINES ARE ROUTED ABOVE LAY—IN TILE CEILINGS UNLESS NOTED OTHERWISE. PROVIDE SEISMIC BRACING OF PIPES PER 503.226.1575 DETAILS AS LINES MAY NEED TO BE LOCATED MORE THAN 12" FROM STRUCTURE TO CLEAR OTHER BUILDING ELEMENTS. 1 I t ' 1 - I - I - Ir - - 1 e. i SIZES ARE BASE* •• • - •• I •I" F PEX PIPE IS USED INCREASE PIPE SIZE 1 NOMINAL PIPE DIAMETER. TRANSFER DETAIL www.bora.co ! 1 1 i E. SEE DETAIL 7/M602 OR 8/M602 FOR PIPE SUPPORT. II I I 1 1. I r0 (R1F I 1 TRANSITION FROM APPROX. I I 18"X18" FAN OUTLET TO (E) 1 SEE 4/M201 A , , ■ 25"X20" OUTLET. PROVIDE NEW 5"x2" TUBE (TO ELEVATE ■ FLEX CONNECTION. TRANSITION FROM 18.5 FROM) (CONFIRM PRIOR TO FOR ■ X 16" OUTLET TO (E) FABRICATION) W/ 2"x3 16" MEZZANINE I I 1 ■ 2"x3/16" ANGLE MAIN RAIL (OR .� / WORK ABOVE , SYSTEM IN THIS 25"x18" DUCT 1 i ■ AS RECOMMENDED BY FANANGLE WELD TO SIDE AT AREr,, REMAIN AS-IS. ■ MANUFACTURER) FRAME W/ 41) �� CONNECTION W/ NEW a ENDS FOR BOLTED _ _ ,�. _ _ _ _ _ _ - I _ _ . _ - _ . _ _ - - LIED CORNER CONNECTION, SEE FLEX CONNECTION. i CONNECTION TO MAIN RAIL 5 I� I 5/M201 A FOR DETAIL .i`7 J 5 lj I 1 " SPRING DEFLECTION �_ ' I. il 1 1 ■ � �- (E) ASU-5 �� I SPRING W/ RESTRAINT ELEVATION I ' II. I 1 I - I I FORE INSTALLATION OF NEW FA: REMOVE SIDE PANELS N REQUIRED 1 • 1: "7-1 , G TO N I' _ `JI T___ _ I ,� .� E L EVAT I 0 N = BFRAMEOLT S W/NNYON _ O LOCKNUTS. 2 PER " 1I � II . BOLTED CONNECTION �_CKNUT, SPRING ' 1' IiWMINNY2OPEROSPRNG (E) S.I. SUPPORT /� !I, �_-' , I IBASE, MIN. 2 PER5"x2" SPRING TUBE MAIN RAIL EACH —- - - - - - - —- - - - I - - - - - - - - 1 SIDE I1 _ T _ '-' I'J , 1 INTERMEDIATE SUPPORTS FOR FAN 1I r _ I AND MOTOR. SEE CORNER ' ! I I ' ADJUSTABLE PIVOT BASE SELECTED CONNECTION DEMI 5 M2 1 471,74114052 1 PaL / OBFOR 1` l> 1 1 I �\\\�\ _JJ1J t 'fir E D FOR MOTOR FRAME. SECURE W/ CONNECTION TO MAIN RAIL. ��,I N�+� I mq -A 11 I i I I " GRADE 5 HARDWARE AND �`� PIVOT BASE 2"x3/16" ANGLE AT ENDS, A' 178:4 , 'x° NYLON LOCKNUTS 1 1i 1 ' I I i N PER SF PLAN SEE DETAIL 5/M201A FOR r� ,� CONNECTION N I ..• -; �� - - 0 N PLAN ��r ,�� }I I . 2S, I: - - I I I UI D °'� W M'`'me i. ,____, --_,, 2� ASU - 6 SF WORK 3 ASU - 6 RF WORK IEXPIRES: 31DEC16I 4 I iiI ! i ' 'T 1 1 !1 LE ■,� / ' 201 A SCALE:1/4"=1'-O" 201 A sCALE:1/4"=1'—O" __ ,_k__ - ,.. 1-- —`- --g--- ---I-- > iPt ' 8 9 112) C13) I O I © 1 I II ' ! Ef-- �,� ' NEW VFD'S - I 1 FOR AS -6 I :71 4 Li U.r- -- .,,',..no-.-v i_ I 1±1"-- 1 CI o1 1-r,,,, 0 r^ I I I I / E ■ t (E) PACE A- 18 1I slll r �■�/ri---. L -4 ` I I ' --?r I C ,. r MEZZ . AREA )11 IID ti I - 1 ! I . .' i---, 14 I • CO0 I I ItI L . l I _..� , ATTIC AREA 1 r / SEEOR 4/M201A II IIF ! i i i I I I MEZZANNE WORK ABOVE I I I 4 N ECHANICAL MEZZANINE PLAN - ADMIN 8c COUNSELING AREA c� 3 - - - - - �- _—�..... ._��.. - - - - - - - - ------ © 201 A SCALE:1/8"=1'-0" 3 O it � I t11 C% I I I I I 1 I I I I I cN I I - 1 �I ?IJlII I I � � 1 I ' 1 t DIV. 26 LIGHTING I ' 1 1 t 1 I CONTROLLER. SEE TERMINAL I I — o 1 UNIT FOR SEQUENCE J CO I I _ -.^ - _--�-=t — -,� - � - — - 1 - - - - - - - � - 3/1fi" TOP PLATE CI -\ o co — I I - I l..L i= 1 ' O - A L1 BALANCE! I :) SA TO V i I750 CFM 0 1 I 10-0 94 A I I 250 C � A `I 22X22 RA CONNECT NEW ,�,1 900 CFM 24X12 RA TO (E) - III fs'�'11 0 I- ) CONNE TNEW ` 0 FIRE SMOKE DAMPER 2" X 3/16" ANGLE if-1 _ 14 SA TO (E) `; ,... i. STO0-10 RAGE SEE 5/M602 I CONNECT NEW 14X10 --------- I, 6 — ,. _ 4_Tn (ElAAIN -- - - - - - - - --- - - 0 14g4i I 1 6.6 0 . . ...\ r�I>. 8X8 SA 8"0 , ' -5 CFN .I I 1 I -••• ;:��. -� ...�'� 1$>Fh1�2'1,�1 ��25 CFM� �-- iallII 14X14 SA 1I CONNECT NEW 12"� 8X8 RA >...�=- � 1■►l750 CFM I I I1 2 SAT (E) SA �- I65 CFM 1 — �� x8 SA 11111 :1=111541\ -- _ -- 2 I 8" EXH U , TO EF-6A I_ I �� . $ x O II II � � f65 CFM _ ; RECEPTION CIRC Chi ' .s' pa,,,, I� jOn E L 1 I I ! �1 / 0-9 '- �� `N 2" X 3/16" ANGLE REALTOR ROOM�? '-+� Q 1 �- I 4X 14 RA a ;. TO E) 24X 12 SA 1 1 1 8 , 425 '- •, ! 1 „ 0 f �� I 3 16 CORNER a I 8X8 SA ill 11�X 4 SA �' I PROVIDE NEW STAT / I I 8 EXH } r • - 200 CF ' I 485 CFM _ i VESTIBULE 0 FOR ASU-8 W/ END PLATE WELDED 1 ! TIB TO ANGLE 150 CFM I �w i I GUARD. SEE SPECS ` II FOR DETAIL � I I I 1 Q L. n I6110 �4, -, I , 06.6 T - I BOLT ALL CONNECTIONS W/ GR5 — HARDWARE 75 CFM I -- ■ 8X8 SA L. I I I AND NYLON LOCKNUTS A ADDENDUM #1 — 5.4.17 m I I O I �� O © gn 1 200 CFM - +} i WAITING I I MAR DATE DESCRIPTION 1 1 I - ._. '- • o 18,X18 Rq4 1 I Hi Hi `h I I h I I - 1 . ; _11•111117±1 ° A I �_ 1800 CFM I �, ..,.., I K CONNECT NEW 24X12 I—L - - --- -- — - - - _ - - _—- _ - - _• _. �,.I�„ _ — _ - _ - _ _ _' - _ - TO (E) 24X12 SA — Issued: April 21, 2017 t. � _ TROPHY CASE _ _ — - � C4(3--R -- P `1 15D CF 12X1 SA 0 7� BALANCE TO 1800 FM. ALTER 1 I t 8X8 SA "� __--� �, � i, \ 1 150 CFM ., % 425 CFM Scale: See Drawing �� E , I DIFFUSER DIRECTION TO DOW & I II I 500_ ♦ 1 OX 10 SA i 11 i AT DOORS I 5 CORNER DETAIL Drawn By: ARJ O7 2.6 1 , .., ASr 250 CFM r.. 00DEM 1 C M , SEE 2 RA 2 ` SCALE:DETAIL ' ,, ' ' Ip 1 _ 60 2101 1 I I �— r ' , �.. . .... 1 , Reviewed SWM 1 i , F10X10 I . . ®3.1 0I ! SA' 1r . .I� 510 0 CFM _ 1.0 1 By: Fiie: File Path 1 I t 270 CFMI =_, � � �L-- p4,+ o:v e 1 1 OFFICE-ASSI7 ``- I PRINCIPAL d� � � I� Imo/ ',� II�� I O5 x4.4 ,� 1 I Copyright MFIA-9325 �� - 1 1 I I 12X12 RA II l��Lte I I 1 270 CF .�1 .' -� �85 CFM � •x� SA `�'�.�� 3 I , , PERMIT SET __ t _ __ _____ - __ __ _ __ _ _ _i_ _ ___ _ - 1`� if ,,I _ ��?0 CFI . _ _ ,,,� .� EI FifeV'�: = - - - - - - -- - - - -_+- . //, 5- r 2 OFFlCE-INSTRUC. OFFICE-DEAN OF � GOORO OFF,CE•PRINpML Q ! 1 STUDENTS ._3 0-2 I I I I °' I 1A 1 3 4 SECTOR 1 - 0 1 MECHANICAL PLAN - ADMIN 8c COUNSELING AREA r MECHANICAL PLAN N._. 201A SCALE:1/8"=1'-0" C; I M 2 0 1 A ,,c\J I � r 1 50 I 40 1 30 I 20 I 10 I 0 1 50 1 40 I 30 I 20 I 10 I 0 I GI) CO Ei) 0 0 8 (-1-C I I , M201 B MECHANICAL NOTES: ® Iy--- 1' I 1. CONNECT NEW SA (SIZE AS LISTED) BRANCH DUCT TO j I 1 r ii `, I i f- I 1 ! II rtrI E E I -�V I ' f I I- I ' 1 1 I I = `1 I I I I I 114 I - t - - - - - (E) SA MAIN WHERE (E) BRANCH DUCT WAS REMOVED. i� .1 I 1 \1 1 D I l� _ 4X14 SAS 2. CONNECT NEW REIJEF DUCT TO {E} RELJEF. _ r - 1460 CFM 0 4 _ 46CM 465 CFM • - - .. � � - f J � _ SCIENCE CLASSROOM T- T 6 A 14X14 SA fi0 27 X14 SA i - 5 ,C 725 COOLING O I I I 6 BORA 4. E VAV BOX. TEST AND CONFIRM AIRFLOW LISTEDd-65 r scIENCECLAssRooM ,■IIID ® 12X10 ' III� t C400 HEATING ( ) CFM PM 26 _� i I_� _� 465 CM A 4 , , VALUE. BALANCE TO CFM LISTED. BALANCE DIFFUSERS PROPORTIONALLY. -d-- / •••�� S3 6O ••Z:. I ` I I I " ;moi. 4X14 O . (II 1s g U ,�, E n 1 i 1 , . 1 5. 10'10 OSA INTAKE FROM INTAKE HEAD TO W/IN 12 -1-- 1 - ISI. 4fi5 C ` T I I i• OF FLOOR. PROVIDE W/ 120 VOLT 2-POSITION 22X22 EXH -_ " i 1400 CFM 22X22 EXH A 4 �' ,` 10"X10 DAMPER, TO OPEN W/ EF-R1. SEE 5/M601 -1- C. '/ ■1_ _- ___ S2 fi0 Ad A ' - I I FOR DETAIL. SEE 3/M602 FOR INTAKE DETAIL. i IJ 1400 CFM T T 16X16 /, �~ - `\ � 16X15 _ �_� II � � � - ' i. Bora Architects, Inc. El , EXH ti i I I 7. DAMPER, SEE DETAIL 5 M601. - I - {�, EXH " 0 II I I 720 SW Washington, Suite 800 / 16X16 I 1 i 22X22 EXH �� f ` 8. 36X6 TRANSFER GRILLE ABOVE DOOR. EXH 0 - ' -..I O - _ + _ ____ _ ___ , Portland, Oregon 97205 9. CONNECT NEW 18"0 SA FROM BOTTOM OF (E) 26X28 - T.� - - - - ,� � , - -- - - - -- - - - _ _ _ _ - _ _ _ SA. ROUTE OVER TO NEW 60X16 SA GRILLE AND - - -16"o 1 �4aQ CF � -I �j 0 503.226.1575 INSTALL CONTROL DAMPER BETWEEN TAKE-OFF AND - 22X22 RA I ' -• -W 14001C M +KA J-- . 4 .X� mum,: 01400 CFM / III 1c, D in SCIENCE CLASSROOM 6 22X22 RA /t 2?X22 WWW.bora.Co 10. REMOV ( ) 5 HP MATO'. RE-LACE W D RA El -465 CFM 22X22 LINED RA + I 22x22 30 01400 CM LINED RA 1 MOTOR. PROVIDE VFD AND RETAIN (E) SHEAVES. ►� I I F- 1 15X15 EXH 16 16 �' ' 7 'I LINED RA I 14X14 SA T -i O•_•, BALANCE TO CONDITION FOR 7000 CFM FOR NORMAL u M �I O 460 CFM 14X14 SA ' MODE AND 1600 CFM FOR MAKE-UP AIR ONLY. I I p ) : : _.. . _L. 460 CFM : f 16X14 700 OO LING IS �� .., I mw 4 BALANCE OSA TO 1675 CFM. •� HEATING O I I 15110 1 - 4fH DI SCIENCE `- TE LOCATION PER 150 CfM I PREP ' Q I I 1 I (CIL I I I 1 I1 I I I I I I I I I I I I I ALJ I SIGHT CONDITIONS, ELECTRICAL AND PROXIMITY TO 150 C , ' 1 1 j___25. ___ I Jr ' I �- ASU-10. 'j n � .�. 12X8 SA ' 18X10. SAM- /. ...1\ 18X10 S. I; ■I� I _ _ I 1 r Ir._ 12. GRILLE THROW SHALL BE ANGLED 10' FROM CENTER SCIENCE STORAGE - 250 CFM �� 225 CFM , 225 CFM 1 / IN -' TOWARD FLOOR. 2-- - - In- 25-B .w 1 5X 1 5 RA I ►. I e ,O I - I 13. CONNECT NEW 36X12 SA TO (E). I '� !ice „ O. (�M O6 �II KYH 1.):,_e- (`I ,� ; _ - - 1 14. CONNECT NEW 16X14 RELIEF TO (E) MAIN RELIEF AND - - 12X8 SA 10X8 12X6 SA � J 250-CFM _■ = ; _ _ _-S - 1 - 1 O ROUTE TO NEW RELIEF GRILLE. PROVIDE PLENUM AT _ I .- `' 22 CFM- i - - - - - T - jE` (E) RELIEF FOR NEW DUCT CONNECTIONS. I l��lnu r. I $(F�un A 4 Ifl I _ f 1075 COOLIN 5. CONTRACTOR TO VERIFY ON SITE PRIOR. IF TROFFER <,I �"� 1 X 19 - 590 HEATING(04' 5 DIFFUSER/LIGHT AND ASSOCIATED DUCTWORK IS IN /: , SCIENCE FLEX i I--I S8 fi0 A 2 5 M I - I _ 23 , I �� .. ■r 5 CONFLICT NEW DATA CLOSET, RELOCATE TROFFER AND `I- �� A�^ - - I ' -G MUD ROOM i I ' AV rr 4 I -. - ' I ® i/ - RE-ROUTE DUCT BRANCH. 25-A SCIENCE CLASSROOM S4 I �- -- I im l u I - I 1 6 I 16. 12X12 INLET GRILLE ABOVE DOOR. WITH ASSOCIATED 60 - - " 72a MN - 22X22 , - �If '14X10 DUCT FROM GRILLE, ON TOW IN 12 AFF. Z II 1• I I I , ' I � I..=�.17. 12X12 EXH GRILLE ABOVE DOOR, W//LINED 22X ryr 2 2X22 RA ---- .. -,.E D--AA- I -� Il A ; ■ - - - 1490I�►I 4D0 M SCIENCE CLASSROOM T T SCIENCE CLASSROOM t- - _ - I I ON INLET SIDE OF EXH FAN EF-S8. 14X14 SAiL r 18X18 SA F 14X12 SA 29 22x22 RA - r I 465 GFM6 - " 14X 1.2_SA 370 CM 11 DO CFM I - I 1$. FIRE DAMPER IN (E) DUCT. SEE DRAWING FOR DUCT I _ _ X22 l _ X70 CFM - -= - _(fp - _ _ t ❑ SIZE. SEE DETAIL 7/M601 FOR DAMPER INSTALLATION. 1111 LINED RA ga I 122X22 D - 16X14 - OA - SS I 19. RELOCATED VAV BOX. EXTEND CONTROLS. MODIFY rm., 7 v SIC I . ® ;� 0 Alai! 18 9oQ COOLING 4 O N LINED RA+Tti - �� 49 HEATING 0 INLET AND OUTLET DUCTS TO MATCH 4/M601. y „� NO I T I 18"0 20. EXTEND (E) 12"0 SA THRU DAMPER AND TO L . `\� N e 22X22 EXH T "T RELOCATED VAV BOX. `SEE DETAIL 7/M601 FOR f ( ~'` 18X18 RA/, N•- 1 - 11100 CFM -� �- �, ' ' I�vvvvv S, A 4 soo cM 6 >r, ; 1 r + , 22,E ' E I - 16X16 J S5 fi0 ' - E I 11 C' 1 -- - 0 EXH f i\�iiI',II�� 1 ax1 o SA, �° 1 1 -,, 1 I I I I- Mil : 11 IN I 14X14 5A I I _ I ©r �; _ 18 4 - ��DP mss!' 96, / L'. 1 X10 SA, ii I - I v�4� 1 N�'to, +®III \ I f�F� I / TYP 3 A _ I/� e �� 4' 178:4` O r ,..... 4X14 SA 12X10 SA i 4X14 SA � I 1�'s%% 14X12 SA - I - � � 465 CFM 460 CFM 14X12 _ ...1' CFM 1613 --- .,d1 - �'. :. " - ' I I .t'�, 44.25,ia�`' �� T-�`_�.'-11 _��_- __.�_ ------�------ ® -----�_ I 18X1L N E 0 SA - • 3.III {65 CFMtil 6" ��II II9L12 SA FII( I !1 1141 _G' 19 I I I O� W µ`\,� 0 1 6 (I 7 i , i. , ., . .. . . 1 EXPIRES: 31 DEC16 I _ - L - - - I lollL._ I---I .I-` 5IK - ! - -I- - -i I- - - - -- - - _ ___i 1(I .* i Iti' I /Fli ; If � f f 0 4 4 � � � ----_� - � - �--. --� _--- � rfirfirt-rtfifir,rtr �fi� II 111iii11 III--I ] - -- A 4 - 750 COOLING j� - T u _ BALANCE {E} 415 HEATING v 11 0 -. - .-. - .- .- .- . .- . -. - .- - . - . - .-I. - __ ____ . - . - . - . . - - �6 _ .60 . . __ . -ASU=- TO -- - . _ .- . - . - . - . - - •- - - - - . - . - . - . (E) ASU-10 I 4465 CFMF OSA e 10 ASU-9 :-, ASU- 12A X ` G ��- �� 1 1 MECHANICAL PLAN - SCIENCE AREA .Q 3 ASU - 10 MECHANICAL MEZZANINE PLAN gill 1111 201B SCALE:1/8"=11-0" -+-.0 Ca 2016 SCALE:1/8"=1'-0" A p 1 16 17 /1-8) 6-9) 20 21 22 3"0 EXH 23 , 24 C WALL W/ H FLEX EF 6 V.J CONN. TO L►�ER 42 60 (/ OUTLET V/ NSITION TO (E) 7"0 EXH. THRU ROOF TO GOOSENECK 4 ENGRAVER, T' P. 2 N 12K R°14-E71 3 r 60X16 SA CEILING 10X6 SAI 1500 CFM BOD = \ It 1P1 ,� _ 3 O 250 CFM w BOG ®� I _-, . 10X6 RA W ► I I I I 002 TYP. 6 I B•_0" 36X8 RA ._I` I IL , 250 TYP C2MI 1 T co CONNECT NEW 18" SA TO I I I I 1 �2 i STORAGE ,..• 2 1 ■' MAKER SPACE CV (E) 28X26 SA I I 36X12 TRANSFER 4= 10X6 SA CN GRILLE CD 90 1 I 250 CFM L Cr) TYP. 2 DAMPERL SEE ) AFF TO BOG i I I� DETAIL 5/M601 I - - I 16X14 RA I I I A I 36X8 RELIEF ► l "�" 0 FLOOR I 1 I I 1 I I I BOD 6' _ �BOG�Q ,30" Ialk �* • . L.0 If �� 126 150D CM I O co O co - - - - - - - - - - - - __ _ _ = - - - - 22 7:"---„„......_36X16-,,,,-, � + BO �BOD = �-- REL FRELIEF 1 AFF - T 125" I ',_,1° I I .O P BOD = 117" I i 4 KILN - SECTION I 1 tit ARTS 1 m/. ' - -I :X8 SA BOG ® ,30 - I I 0 I 39 I I 40 I CO �T r 500 CFM ; 201B SCALE: DETAIL I -ar _ TYP. 3 NEIN 22X2 _ ' , �- I SA TC r RELIE x • ___] Ilk T` 4 10- I • di -_ I ,- , hll.d +:E1+4.S,ACE I I rrrrr I ; (E) 36X' 6 SA r- azc A rrlI ► I I •��• CIRCULATION -I _ CONNECT NEWS-----77---: _ 42_ -, - - - „��111 0 2 - - - - - - - - -- - _ - - - - - J _ 36X12 ATO (E) = A� I - 2 rr q �I. _.` BOD - 123" I - ` (E) 36X16 SA \I ' . .6SA, POP. 3 1 I I I I - I _ I 10X6 SA I I 250 CFM • I !' i CONI ECT NEW 14X10 SA TC (E) ITYP. 6-a ""' (E) RA MAIN 22X22 - -_� 4i ,► .- -.°1 2 I RELIEF 1 16X1fi EXH UP TO EF-10 _ _ _ _ _ _ 500 CFM TA__ ' 8X6 SA BOG 130" AFF I F hT_____ A ADDENDUM #1 5.4.17 (E) 26X28 SA I I -1 - __ J - - I_ 22X22 RA - - - e 1500 CF _Igl\ 'Yt'• D MAR DATE DESCRIPTION ss I I TO (E} ASU-10 l y I e NEW 26X10 EXH CEILING ! _ I _ �� ® - K FROM HOODmI 11 -1f11 mm BOD - Issued: April 21, 2017 16X16 EXH UP THR J ROOF TO _ I 11 'ihimui III.I I,I. BOD = 123" / \-60 NEW 18"0 SA TO (E) SA I I EF-10, SEE fOOF PLAN I 129" - - I I Scale: $ff=1f-0" M4018 :OG 126" • CE) IN\ I I I I I► 5 11 /� -rte 36X16 RA I I RELOCATED 60X16 S I I O. f�201B 1 g II y x 1 Drawn By: ARJ HOOD45; PATCH (E) OUTLETS IN HOOD (TYP. 2) X CFM J r x - il..._. 28X18 RA --- - _--�-- ',- � -� 11061- I �I � � Bevlewed SWM /- FLOOR NI _ - - s-y A 22X22 - g I\ File: File Path I I I I I I RELIEF �. ......,__ _.:.__. � I I 7 4_ -� -� i.FFA` o Copyright MFIA-9325 0 f�201 B I - f I - _ -# 28X26-Bal ® 129" AFT _ T . .4 •�. 42F / 57/ _1 11 ii /1o ii • to/ 1 1 (-FT PERMIT SET I 2 1 �J IDF BOO 1291` AFF 10X10 EXH UP TH 2U ROOF TO O 38B \ CONNECT NEW 28X28 - + RELOCATED HOOD RA TO (E) RA MAIN EF R1, SEE ROOF PLAN M401 B Q _ . 10X1_.0 _BCH_ SEE DETAIL 5/M20113 FOR 275 CFM SECTOR 2 & 5 - PATCH/COVER (E OUTLETS IN HOOD, TYP. 2 ii 5 KILN - SECTION CT I O N RELOCATED HOOD (E) EXH FAN COOLING ONLY STAT SET 0 75T 1 A I 1 3 4 R. MODIFICATION AND DETAILMECHANICAL PLANS O 201B SCALE: DETAIL I- ,.... ,II �'gik 2 MECHANICAL PLAN - STEM AREA CD M20 1 B 911 lir 201B SCALE:1/8"=1'-O" I I__I 1 50 I 40 I 30 I 20 I 10 1 0 1 50 I 40 I 30 1 20 I 10 I 0 I © 6 • r I EXISTING CHS/R HS _ .II 6 CHI. v ''---t 630RA c____,.,„ S2-1/2" CHS/R TO EXISTING GROOVED 2-1/2" STUB OUT. 0 6 7 8 9 I ye __ UU Bora Architects, Inc. I I , 720 SW Washington, Suite 800 + ij1Portland, Oregon 97205 Ii I I 503.226.1575 1 I 1 -- - - _-•.-� I —I - --- - - - - - - 4, — www.bora.co ! 1 I-1- U I oH II _L U=U I ' I I CHS/R TO COIL SEE 1/M6.2. 46 GPM I I I -L I 5 I I -L- 1 5 1 1 l I I I _ J-- (E) ASU-5 I I 1 I , N I I ' 1 I - I I _� I I ISEE 2/M301 A I If FOR + 1 - , , + — 0 MEZZANINE I I I I i - I I 1 - .. .. - - - - - WORK ABOVE I I _ I - 1 ° - - - - - - - - _i__________ IT ,1 I Ili I- 1 I r1 Ii I I j � IG I Ni. , T •; '',' 178.4 '� 1 1 I I I i r I I I I IT, I - - ,� ,. 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I a) LL I I (� 0 a-I� � W _ 1 _ti I rtr= =—=—==—=H ---- --- 1 1 0Lo IF _ ,c3oo ____ i 1 1 I E u I I I I DP VALVE -\ , A. I 1 I SIZED FOR 4.2 GPM , i\' i I I I I , HWS/R � STORAGE I I OAS ' 4 , I I -- 1 1-1,2L_____ , ',, 1 I ' I O ' 1 I 1 _ _ A I I 11� H 2 I I -- + VAV BOX KEY: Q 2 I I aT " * . W. - I . .. -- ! . # I I 1 /4" HWS/R RECEPTIONCIRC 'I I I I A - _I I - Al ° AA4 O �. I I 1 I I 1 I I I v"v- I ' I I A 2 4 A 5 I I1. 1 r • I I I , i " 1 wo; E A2 60� A5 - - CONFEAE�NiCE ROOMie........ 1 H „6E 2..E0.1 I I 11111 -- 7� A ®- A6 © A ADDENDUM #1 -- 5.4.17 - .. MIL ! A3 A6 I I II MAR DATE DESCRIPTION r 1f1 I I I r . ■1� �.,. E �� : 3 1 — I I I 0... 3/4" --IWS/R w .. .......,.. ... . I . .. .... A7 O K � A II I I � a` I - . 4 I _ _ _ _ - - I Issued: April 21, 2017 �� '.. � � ' ' I Scale: SEE DWG ' 1 I 0 " ,— 0 QT VAV-M I 1 1 I Drawn By: ARJ I I I j VAV T� - 0 I I I Reviewed SWM • I PRINCIPAL HMS „. vAv-A, I IBF ��" ` i Imo: , Ff H I I I File: e Path I I I I 0 0 I I 1 I I 1 I V^y- VAv-� OFFICE-PRINCIPAL ' O-2 , I OFFICE•DEAN OF Copyright M F IA-9325 S r OFFlCE.INSTRUC. _ I I :00RD I I PERMIT SET — — — — — — — — — — — — — r . ,r.I I ———i!.'1--- _ ^Sill . . ,,, I 2 tt Q I I 1 11/2" HWS, 1" HWR 1 I 1 CD I I I I I I I 1A [_ 41 / 3 4 SECTOR 1 - 0 1 I i �I��"'hll - 1 I I I MECHANICAL PIPING i I 1 MECHANICAL PIPING PLAN ADMIN & COUNSELING AREA r . PLANI r 301A SCALE:1/8"=1'--0"N II II I M 3 0 1 A T 1 50 I 40 I 30 1 20 I 10 I 0 J 50 1 40 I 30 I 20 1 10 I o I CO 0 0 o 8 9 1 1 I I I r-`� I I � BORA 6 II I 1 I I 6 t I D III ----jr%( lia MECHANICAL DEMO GENERAL NOTES: - I ! I I • GAS LINE ROUTING TO ALL SHUT-OFF PANELS IS ASSUMED. 0 I1 CONTACTOR TO VERIFY EXACT ROUTING ON SITE FOR EMO AND I Bora Architects, Inc. CONNECTION TO NEW LNE ROUTING. ' ;;�lu ' (E) VAV • REMOVE ALL GAS OUTLETS IN ALL APPLICABLE SCIENCE ROOMS ANDC C G G G �j 720 SW Washington, Suite 800 ASSOCIATED PIPING SERVING OUTLETS. ! •Etr`wq• ,-'s \1 G G 7 TO REMAIN Portland, Oregon 97205 (E)3/4"G I (E)3/4"G (E) CLASSRM � I � . . I 1 1 503.226.15 75 31 HWC I HWS HW HWO HWC HWC I I HW 1 www.bora.co — - ..' 1�: I ; HWRR ! HWRR►4-1 L1 HWRF. HWRR—V. HWRr, HA ' .@ r ______ _ _ _1__ _..._ � r I B MECHANICAL PIPING DEMO NOTES: 0 m :T JL .-, IjirormaI I -0 c, rWA REI i == I 1 A. CAP (E) HWR/S LINES AS SHOWN W/ REMOVAL OF (E) VAV BOX. %�` 1 I I� ,, I t! `' ' I I B. REMOVE (E) HWS/R LINES FROM THIS POINT BEYOND FOR NEW I . .y I 0 'I�i I _. I y r-. CONNECTIONS. - - C. REMOVE (E) STAT. En ____ 1 Jii ,_ �'`' `` D. REMOVE (E) GAS FEED FROM THIS POINT BEYOND. REMOVE 1 I 1 I I r ,'I IILI 'E I I I -1 I I I I ASSOCIATED GAS SHUT-OFF PANEL AND VALVE FOR INSTALLATION OF = 1 I 1 iii 1-==,==� i1 I I 1 NEW. REMOVE ALL PIPING ON OUTLET SIDE OF BOX TO ALL REMOVED �, L_` �_-� - Consulting Engineers GAS OUTLETS IN ROOM SERVED. ' E I _ IF 2007 S.E. Ash St. E. CAP (E) GAS LINE AND REMOVE BEYOND, ALONG W/ ASSOCIATED I i,- �f A = I _ I 1 le 5 SHUT-OFF _ _ -__,� �R 0 5 Portland, OR 97214 PANEL AND VALVE. mil �� -=- _ =----I sa;; ;;.... � {503) 234-0548 - - � - - - - - - - - - - - -7.,ii __� __._ - -- - - - - - Irl - - - - - - - - - � -- - -- - - - --- - - - - - (E) VAV -I-- f - - (E) CLASS W. I 1 ;�":. \�' TO REMAIN 32 CI INC.FAX: 234-0677 1 so' 4.. I ..�. I I _, I REMOVE -� 1 1 i, - i 2'-0" 0 1 I ' 1 PORTION I , \ A I I I I r 1 OF LINES 1 ,�� '` _ -' -'T I7- (E)1 "G r I 4 '�__='-t AS RL EI - I_i I - I ri .--el 1 0 1 ' kr. FOR LINE HWR HWfI I 1 1 1 �, E TENSION NEW ++ HWS HWS C ,Ti is:ate .-LL ' 1� I �� / J j O/- , i ��ONNECTIONS I I l I I =-.T. r DN I , I I I I - - - - - - - - - - - - , - - - - -- - - -- - L -- - - - - � - - - — - - -r - - - - o r ©CT. =-- --Ji, - r - a — IN lI1 II I I _ r I I I I '' I � HWC HWS "CR�DP'a`F 11, i 1- 1 1 ::' ILANR HWR HWR I r G 1 N4 `!'fes I II , 1 . 4 178:4 'f+ 0 r31O 11 t __ I 1 I I I / ' o-� Zr(E)3/4"G/ - 1 1 1 1 CO`T CLASSRM (E) CLASSI i1', 't# .25, Eljam' r 1 i _ ' y (E) VAV . I I t 391 ch..._ w. M�\,\. G C ' i H , HH H1NC MP ' `., TO REMAIN I I _-� ��1 1R L . 11 I I DN 00 „= I I I I EXPIRES: 31DEC16 I HWS HYVC H I I G i G , . G G 7 I; , 1 1 *,:. I I I ',1 /4A4 4_, G 1GGI4I - - i - - - a.. - _ _ ._ I I I i i - . ._ — 0 REGU_4TI t 1f � - (E)1 "G , ' ' I i xi VALVE (03/4-G C 141 -110N 1 MECHANICAL PIPING DEMO PLAN - SCIENCE AREA - 0 �P 301B SCALE:1/8"=1 '-0" a- + (13 'D 1 0 4 0 0 8 I ._1 1 ism a __ 7,71.1.___r_ lainil _._.__ _ _ _ _I_ _ _ _ _ c --I .. ..e-T—.E. 1 r I I T 3 MECHANICAL PIPING NOTES: ( A 1011 _ h.�! A I I CO3 Lo 1. CONNECT NEW HWS/R TO (E) AND ROUTE TO NEW BOX. MATCH I Si „ jj C L \ 00 �� ' , CO 1- If CO SIZE. A T C G G G G G ---G ] i�� I If CO -C . , . -, % • 7-1 ' N fie. r D CN S' CIFICATIONS AND 3/M3O1 B FOR DETAIL. A 1 _ ' 3. ROUTE NEW GAS FROM SHUT-OFF PANEL DN IN WALL AND BELOW - �"”" (E) CLASSRM ti I� I SLAB TO TEACHERS ISLAND; SEE PLUMBING DETAIL 2/P601. SEE T - 1 r 31 rf1 PLUMBING SPECIFICATIONS FOR OUTLET. / p,k ' ' I + �1--/� HWJ HWS Ii1 HVIr81 I HWS H1ND HWS > `V 4. CONNECT NEW GAS TO (E) LINE. '� 'I.../ I HWRR HWRR rHWR�� f HWRR HWRR who. I ITIla If �j 5. CONNECT NEW HWS/R TO (E) LINES AND ROUTE TO RELOCATED F t"_ I I � t � --+:--p---- �; '-�� BOX. MATCH SIZE. /� - o I I M I % I I 11_ �-- I- 1 j --I L_ ._1___1___11 iMISMINI11ui■11111111 i l l TiI 1 1 1 11:MiLE:T"T-11-- 11- mg il Rini' r }....4p NM-*mg.. - 1 I ' ' I41/11 .1 11.111111111111111111111.1.1 1 I I c., L J I 11 Ly 0 I -- L_J O_'L -- OM , , Il 1 ' I 1 ._� -1- I - Ti - 30' 4" 1 - I 1 ` AV) 1 \ 2 _---- I 11 ii K./SS - 2 . .. I MANUAL GAS // 04A ;\, I , H HWR © I! / E __ H HWS SHUT-OFF VALVE. T_ . ORIENT SO DOOR 7-- / - ( J iii 1--11'_- 1 • r, r CLOSES i ' _ F-- re / _ ; �, _� per, {Cr: REGARDLESS OF © I POSITION. PROVIDE DN L ; I I --1 Ck:ii - ' I \ W/ LOCKING XXXX _ - - - — - - - - - - ._,.€_ - - - � - - T - - - _ -_ _ — - - - - � - �- _-I A - - t - - -r - - - Ei - RECESS WALL BOX, A _: \r' ��Q i I _H `1 HWS HW, A ADDENDUM #1 - 5.4.17 SEE SPECS. SIZE \S5 -1 - 1 _� : HWR HWR 48" AFF FOR DEVICES =-� - 0 1 - - I _H MAR DATE DESCRIPTION r� .I _ ' I 1 --1 sS= K e 1 I -4--- i 1 --I N El— Ov, 1 I ' 1 1 I f • ter � � 1 '� `�� (E) Issued: April 21, 2017 9 . 1 I EI i A l i --I I I I _ G G i�' iHH f 1 O , S7 II _� Scale: s"=1'-0" HAM HV MAWR I kl D G .1, G G `��. ` J .* ^`. -_I .A'.. A ` Drawn By: ARJ II Ir rl eiii J_— A. A. 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(MIN) STAINLESS 1 I I I I I I STEEL CURB CAP I I I 1 1 57 1 I I I I I SHEET' EW Y EACH OUTDOORMETALSCRUNIT FATOOT. 5 I I I I I I 1 / .... 20 GA (MIN) S.S. RISER 1 1 STITCH WELD TO CURB 1 I I I CAP. COORDINATE LOCATION I 1 1 I I I WITH UNIT DIMENSIONS. 1 I I I NO PENETRATIONS TO CURB CAP ALLOWED 1 1 1 1 I I 12" MIN. 2x14 P/T CURB. REMOVE (E) CHILLER ON ROOF) REMOVE CHILLED I I WATER THRU SIDE WALL & DN. SEE SHEETS i1N101A AND M201 FOR ASSOCIATED WORK BELOW 1 I I 1 CANT STRIP I I ° 1 Ie . !ii_ � . ROOF 1 I I 1 DECK T F - I I I I II !1 I I I I } 4, 17 � i I I I I L SIMPSON ANGLE ANCHOR CLIPS . � i� FJJ' 1 I I I I -7 4 178;12; 1'5P." _hi _ __________I.____i_____i___________1._____ ____f_.___ I I ! 1 I 2 CONDENSING UNIT ON CURB �.o . fe ‘. A I I I I I hM140SCALE: DETAIL n � 5 AGCY 9s�' - Ne i I A 1 I I — �. W. kik XII 1 ( I I EXPIRES: f DEC1 s 1 1 I I I I 4 I I I I ( I I I I I I 4 I I I I I I E I I I I I I I I I I ! 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SEE I LANoi- — 60 wlfi0 ��y ' ! I I ' ARCH FOR ROOF PATCH REMOVE (E) FAN II 1 I I I \ 1 _ _ - - - - - -— - — - — - ---- - - AND--UURD. SEE— _ -- _ .---- _ - - - - - - 1— - - - - - - - - - - - — - - • - - - - - - - - - - - - - - - B I I I ARCH FOR ROOF I �\ PATCH I _ 0 1 \ ` 1 REMOVE (E) FAN -- I I \ I AND CURB. SEE I 1 \ REMOVE (E} FAN 1 ARCH FOR ROOF ', REMOVE ALL EXISTING FANS IN THIS I 1 1 \ I AND CURB. SEE PATCH \ r ARCH FOR ROOF I AREA AND PATCH ROOF PER I I \ I I ARCHITECT I \ L J ` PATCH ' II 1 I \ - I M � II I A I I f I I 0 ! \ 5 � 5 EF6" 0\1 L L I) 1 _ % 1 h L . I S4- 60 I I 11 I I 1 \ I I I I � I I I I \ I I I I I I \ I \- REMOVE (E) FAN I I 1 I I I i \ _ _ -- REMOVE (E) FAN ' AND CURB. SEE - I I I I 1 AND CURB. SEE ARCH FOR ROOF- I I I I I I \ ARCH FOR ROOF PATCH I - - - - -- - \ PATCH _ _ -t- - - - - - - - - -- - - - - - - - r- - - - - D 1 z-ii) _,, r.-.., � O O �_ X 1NF„IA I NI 6 EF 6 1 / 1 L 1 ��s[[[LLL"' L—]I t 6I I I I I � r.l � 60 I R;a S6 60 L�11 ,� �� ti L_y 60 I I I I f I 044).2% ti� 4 Ott W 1,0>, EI I 1 EXPIRES: 1 DEC1 6 I I II I I - I I 101 OI L I 1 I 1 4 1 I I _ I I I I I E 4 - I _1 1 1 ...._ I I F 1 I IMMO I •••••=. I 1 1 . 1. 1 a_ 1 I 7 I I -.d.rY I .�I. I 7 —I I 1 �I_ _ _ _ _ _ _ _ _ _ — _ — _ - I_ — _ _ _ — _ — — _ — _ — _ —_ _ I I 1 I ! I I _ ...I - - -. - _- _ -- _ - 0 TT I n I n n n i 00°.,,411' 1 MECHANICAL ROOF PLAN — SCIE\ CE AREA 1111 IIIP 401B SCALE:1/8"=1 '--0" 0 18 19 12-f". 21 (-2- 2 (-2- 3 i24 25 > Y T Y Y ` 1 Y T --,___i___," Q I 1 1 I 1 ' I C (E) EXHAUST FAN TO BE o 1 ^, 1 1 1 I 1 REMOVED. SEE ARCH FOR I I 1 I I I I ROOF PATCH I IN, \ \ \ \ \\::: A Ct C\1 "' 3 a 0 �n II 3 COA o1 L_ • ! }, Ca® I I 2 cN I I I `i 1 Ell o I I 0. REMOVE ALL EXISTING WALL ATTACHMENTS Si. CL3 r-- I I (E) EXHAUST 1 FAN TO BE 60 EXH FROM BELOW W I I AND PATCH METAL PANELS. I I REMOVED. SEE ARCH FOR NEW GOOSENECK, SEED AIL 1 C O .- RECONNECT EXISTING PVC TO LINE. + I 1 ROOF PATCH 6/M602 I I 1 I I I ,* — LL • \I\ RECONNECT EXISTING 6" ' I I O 1 ❑`� 1 I V COND WATER LINE. N P ,P4 ROOF SUPPORT SYSTEM BIG FOOT, I I I 1 RECTORSEAL OR EQUAL. DESIGNED FOR A LESS THAN 5# / IN2 LOAD LOCATE TO I 1 1 �,� MATCH 4x8 PERLfNS BELOW ROOF. \ 0 LATE CW LINE PER SPEC5. 0,410. I I I I I `v __ _L _ ______L______ ___ _ ;.iiii IN t— RECONNECT EXISTING 6" COND WATER LINE. 2 I 1 I ' BELOW, SEE 7/M6.2 FOR ` RECONNECT EXISTING 2 I1 I RELIEF HEAD DETAIL PVC TO LINE. E I I I I 1 I I I 1 I ® .4,44* I I I 1 ADDENDUM 1 5.4.17 _ _ _r _ _ _ _ _ _ _ _r _ _ __ _ _ _ __ _ _ _r I 1--- 0 k,‘, N -4 MAR DATE DESCRIPTION I I 1 I I K I I REMOVE OLD CURBS ID CAPS. �� (E) 6" CONDENSING WATER AS 3 ROOF SUPPORT SYSTEM DETAIL Issued: April 21, 2017 0 E 0 I ,� LINE AND 1-1/2" WATER LINE. SCALE:1/8"=1'-0" ,, REMOVE LINES AND CAP BOTH 10 401B Scale: V& ENDS WHILE ROOF WORK IS SEE DWG I I IX I 1 ' I CONDUCTED. PROVIDE NEW Drawn By: ARJ I I I SUPPORT SYSTEM ON TOP OF I 1 I I I I (E) CURB LOCATIONS AND ® 0 Reviewed SWM EF 6 I I EF 6 I ' vizt/{., RE-INSTALLED LINES. SEEBY10 60 I ❑O 1 O R1 6D I 3/M401 B. File: File Path R-r III —4,- H _ ___ _ kTi_ IDF IcXH FAN - - - - - - - - _ II I iplI REMOVE . EXISTING. El_DU.r:T PENETRATION_ / / /e_ ja-ali: REMAIN AS-IS I CAP BELOW ROOF. 2 Copyright MFIA-9325 0 / �/ 1 PERMIT SET r r i 1 i REMOVE (E) OLD WALL AND ROOF MOUNTED I i PIPE SUPPORTS AND OLD VENT PENETRATION { I 1A 1 3 4 SECTOR 2 & 5 - 0 I I 1 r MECHANICAL ROOF O I I I I "''"ik 2 MECHANICAL ROOF PLAN — STEM AREA PLANS Ts .1 co 4 Jr 401 B SCALE:1/8"=1'-0" I �_, M40 1 B ,_r 1 50 I 40 I 30 I 20 1 10 I 0 1 I 50 I 40 I 30 I 20 I 10 I 0 I COOLING COIL CONTROLS FOR VAV TERMINAL UNIT, SEE 1 /M5 . 01 PIPING a—ELECTRICHEATING COIL INPUT OUTPUT POINT DESCRIPTION ALARM DIGITAL ANALOG DIGITAL ANALOG HWS TYPE OF SENSOR SPACE TEMP X HWR-4- /—SENSOR SUBSCRIPT/SUPERSCRIPT DAMPER SUBSCRIPT/SUPERSCRIPT EQUIPMENT ABBREVIATIONS: AIR FLOW X 6 TIP P DAMPER INDICATOR P -- PUMP DAMPER POSITION X 6 BORA AIR DIRECTED - FAN �^ o FP - FUEL PUMP DISCHARGE TEMPERATURE X INTO DUCT - - Ac 1— SP- SUMP PUMP \ / BP - BOOSTER PUMP HEATING COIL X r=1 - - V � SFD-1 HWP - HEATING WATER PUMP ECONO ON/OFF X / `1 ...v....• CHP - CHILLED WATER PUMP ----- AIR DIRECTED SPACE OCCUPANCY X ELECTRICAL CONNECTION OUT OF DUCT CHRP - CHILLED WATER RISER PUMP �1 CWP - CONDENSING WATER PUMP SPACE CO2 X Bora Architects, Inc. 0 -I DUCT \--DAMPER CSP - COOLING TOWER SUMP PUMP 720 SW Washington, Suite 800 HEATING COIL SENSOR IN DUCT HWRP - DOMESTIC HOT WATER RECIRCULATION Portland, Oregon 97205 VFD VARIABLE FREQUENCY DRIVE CT - CONTA R CONTROLS FOR HEATING COIL, SEE 2/M5.01 503.226.1575 CC - CONTROL COMPRESSOR INPUT OUTPUT OT SPACE TEMPERATURE SENSOR CT CURRENT TRANSFORMER CAPPED LINE CH - CHILLER POINT DESCRIPTION ALARM — www.bora.co ? CT - COOLING TOWER DIGITAL I ANALOG DIGITAL I ANALOG B - BOILER EF - EXHAUST FAN ©? SPACE PRESSURE SENSOR ®MANOMETER -0- PUMP RF - RETURN/RELIEF FAN CONTROL SUBSCRIPTS AND SUPERSCRIPTS: AH - AIR HANDLER MZ - MULTIZONE AIR HANDLER CONTROLS FOR EXHAUST FANS , SEE 3/M5 . 01 OH SPACE HUMIDITY SENSOR _VFD FLOW DIRECTION P - PNEUMATIC HP - HEAT PUMP VAV - VARIABLE AIR VOLUME DAMPER BOX INPUT OUTPUT E - ELECTRIC AD - AREA DAMPER POINT DESCRIPTION ALARM DIGITAL ANALOG DIGITAL ANALOG If)P DIFFERENTIAL PRESSURE SENSOR ( CONTACTOR/STARTER P MULTI VALVE PLUMBING ABBREVIATIONS: SD - SMOKE DAMPER SFD - FIRE SMOKE COMBINATION DAMPER SWITCH POSITION X ? H - HUMIDIFIER START STOP TYP OF ALL X VARIABLE FREQUENCY DRIVE ? CHS - CHILLED WATER SUPPLY / CHR - CHILLED WATER RETURN V - VALVE H HUMIDITY SENSOR MCC ELECTRIC 3-WAY VALVE WH - WATER HEATER DAMPER POSITION X X 5 Y CWS - CONDENSING WATER SUPPLY BAS - BUILDING AUTOMATION SYSTEM 5 CWR -- CONDENSING WATER RETURN HWS - HEATING WATER SUPPLY [:-rTEMPERATURE SENSOR SD SMOKE DETECTOR A- 2-WAY VALVE HWR - HEATING WATER RETURN AIR FLOW ABBREVIATIONS: HW - DOMESTIC HOT WATER OSA - OUTSIDE AIR CONTROLS FOR EXHAUST FANS, SEE 4/M5 . 01 ? ? MOTOR CONTROL CENTER CW - DOMESTIC COLD WATER RA - RETURN AIR IITEMPERATURE LOW LIMIT SENSOR CO:CARBON DIOXIDE SENSOR GPM - GALLONS PER MINUTE SA - SUPPLY AIR INPUT OUTPUT LL T$ SWITCH, TIMER DB - DOUBLE VALVE OPERATOR EXH - EXHAUSTED AIR A -•I 0 _ :IP • DIGITAL ANALOG DIGITAL ANALOG ALARM FL FLUID LEVEL SENSOR F FLOW SENSOR nSWITCH POSITION * ...---..\_, X L 1- v a START/STOP (TYP OF ALL) X \ DAMPER POSITION ** SPACE TEMP * X CONTROLS FOR FIRE/SMOKE DMPR , SEE 5/M5.01 4.21.17 ! Ni ,,rs INPUT OUTPUT V + �."$ POINT DESCRIPTION ALARM •, -5A713;/1- •� . DIGITAL ANALOG DIGITAL ANALOG PAMPER POSITION X X X J'�, 4/4Y25,till * SEE DETAIL FOR MEANS OF ACTIVATION OTHER THAN OCCUPANCY. 0�' vi. 0\\-\- ** SEE DETAIL FOR DAMPER EXHAUST OR INTAKE. I EXPIRES: 31DEC16 I HWS O RLF OSA (-1- 4 I OCCUPANCY SENSOR, I /� \f 7ETOCENTRAL LIGHTING CONTROL E C 4 HWR (E) (E) - (E) (E) (E)SYSTEM VIA BACNET IP & INTEGRATE (E) (E) 0 01 W/ PER ROOM OCCUPANCY STATUS. El CO21 1/\/N 1/\/\I T T LL T /0' E SA CVAV) )SA Tal 1 - _ _ A RA ( -.J .\ [-ILTj V ( ) SA 0O I >0C FOR CLASSROOMS OR CONFERENCE ROOMS 4 —. T CO (E) VFD O VFD (E) • , - g HEATING VLV ECONO . F o o {E} �.Q� C HWR D'� 0 r- i -- VAV BOX W/ HW RH CONTROL DIAGRAM to ISO VLV 0(E) COOLING LVAno CHR--< 1 M5.01 SCALE: SCHEMATIC © E) ISO VLV ®(E) ISO VLV CHS-0 ► I�I--- 0 C HWS— a) I2 EXISTING N 3 3 0 v(E) RA DAMPER (NO) TO CLOSE 1i WHEN EXHAUST IS ENABLED N�J RLF OSA O - REMOTE SIGNAL TO OPERATE AT 150 �� \/ Ca CN CFM AT ALL TIMES EXCEPT OCCUPIED A E Cn MODE. 900 CFM AT OCCUPIED MODE. ` f (E) (E) (E) „ (E) C' (E) (E) Q (E) A ( \. EF-S1 TO S3 AND S5 CO2 , T T LL P 8 1S Q1 TO S7 2 (E) O rffi,-7-1 RA fCO /\, �, CR=) _ r� • RA i J III R I ) y TO VAV BOX 0 CO 0) CT A o -- i i iLL — I T 60 MINUTE WALL MOUNTED - ~ 0 EC /\,,/ 1. O �r BDD T$—//' / O /,'/I BDD �a SPRING WOUND TIMER SWITCH (E) VFD 1 VFD O A $ P HL I EF-R1 I EF-S-4 I I EF-6A I 1 EF-10 I I EF-8 I I EF-42 I CHR ABT B A O O A B 1 * ADD POINTS TO (E) ASU-6 CONTROLLER SPARE DI#7 AND DO#7 POINT I CHS-0 r3) EXHAUST FAN CONTROL DIAGRAM -4 SCIENCE CR EH FANS NEW 2 MSCALE: SCHEMATIC \ �5 01 SCALE: SCHEMATIC - 2 /M5 .0 1 NOTES: 2 1. PROVIDE DIGITAL DAMPER ACTUATOR AT OSA, RELIEF AND MIXING DAMPERS TO REPLACE (E) PNEUMATIC ACTUATORS. SEE SCHEDULE FOR DAMPER SIZE. REMOVE EXISTING PNEUMATIC ACTUATOR AND ALL ASSOCIATED PNEUMATIC PIPING AND CONTROLS. CONNECT NEW ACTUATOR TO EXISTING JCI SYSTEM CONTROL PANEL. ALTER PROGRAMMING AS REQUIRED FOR THE NEW DIGITAL DEVICE. CONFIRM DAMPER AND VALVE SIZES PRIOR TO SUBMITTAL. 2. REMOVE (E) ISOLATION VALVES FROM INSTALLATION & SEQUENCE. Q RELAY CONTACTS 3. REMOVE (E) 2-WAY HEATING CONTROL VALVE REMOVE FROM SEQUENCE. A ADDENDUM #1 5.4.17 4. REPLACE (E) PNEUMATIC VALVE W/ DIGITAL. SEE SCHEDULE FOR FLOW RATE. MAR DATE DESCRIPTION END SWITCH © i• VALVE TO BE 3-WAY. K \,_ 5. REMOVE ZONE SENSOR. Issued: April 21, 2017 \ 6. CONNECT TO SPARE DI#8. L Scale: See Drawing 7. NOT USED. 8. SYSTEM PRESSURE SENSOR, CONNECT TO SPARE AI#15 IN CONTROLLER. Drawn By: ARJ 9. ALTER PROGRAMMING FOR VAV OPERATION. SEE SEQUENCE.. Reviewed SWM By: File: File Path r-5-- FIRE SMOKE DAMPER CONTROL DIAGRAM (2 ASU - 6 CONTROL DIAGRAM 1 !_ii_5.0.y SCALE: SCHEMATIC M5.01 SCALE: SCHEMATIC 1 Copyright MFIA-9325 PERMIT SET 2 Q MECHANICAL CONTROLS N- d Q h. T C M 50 1N ,..___ 50 I 40 1 30 I 20 I 10 1 0 I 50 I 40 I 30 I 20 1 10 I 0 1 MASON TYPE SCB -ANCHORAGE MASON TYPE SCB -ANCHORAGE 2/M6 . 01 NOTE S SUPPLY AIR DIFFUSER AFF ABOVE FINISH FLOOR �„--•-• ®- 1/4" GALV. THREADED EYE BOLT @ CENTER AHU AIR HANDLING UNIT OF WOOD MEMBER (TYP. OF 3). FOR Z-GIRT RETURN AIR GRILLE B.D. BOTTOM OF DUCT SUPPORT STRUCTURE SUPPORT STRUCTURE USE MACHINE THREAD EYE BOLT W/ JAMB NUT & ® BHP BRAKE HORSEPOWER 1/4" WASHER ® EACH SIDE OF GIRT EXHAUST AIR GRILLE BTU BRITISH THERMAL UNITS �, y._ may.. 2} ATTACH TO TOP CORD. OF TRUSS ONLY OR WOOD 6 CFM CUBIC FEET PER MINUTE t` III I' III ill 1 (J- PERFORATED RETURN AIR PANEL CONN. CONNECTION ; , .,� "s' I JOISTW/ #12X1 -5/8DECKCR ® MIN. 1 " FROM 6 BORACONT. CONTINUATION ` „I „i .,1 .,I WOOD MATERIAL EDGE. ATTACH TO Z-GIRT 4 1 OR DIRECTIONAL AIR FLOW CW DOMESTIC COLD WATER • ROD COUPLING ROD COUPLING It W/ (2) #12 TEK SCREWS DB DRY BULB MANUAL VOLUME DAMPER DIA. DIAMETER MASON/TYPE SRC MASON/TYPE SRC DIST. DISTRIBUTION SEISMIC ROD CLAMP SEISMIC ROD CLAMP SUPPLY OR OUTSIDE AIR EA EXHAUST AIR EI �i IFREQUIREDI s1 iDUCT UP & DOWN EDB ENTERING DRY BULB TEMPERATURE Bora Architects, Inc. A RETURN AIR DUCT UP & DOWN EWB ENTERING WET BULB TEMPERATURE THREADED THREADED ROD THREADED ROD • r 720 SW Washington, Suite 800 EWT ENTERING WATER TEMPERATURE 111 ROOF JOIST, TRUSS AM EXHAUST AIR DUCT UP & DOWN FF FINISH FLOOR _ / \ ROD STIFFENER ANGLE / Portland, Oregon 97205 FIXT. FIXTURE '` •I 7 \ El '` ROD STIFFENER ANGLE �i��% =�A-i i I`. IF REQUIRED �\ TOP CORD, OR GIRTER SUPPLY OR OUTSIDE AIR FPM FEET PER MINUTE ,, y' ' " IF REQUIRED III ire. 4 ' ' 503.226.1575 ZO DUCT UP & DOWN FPS FEET PER SECOND --- I. DU T ! 120' ��Q www.bora.co 40 RETURN AIR DUCT UP & DOWN FEET / FOOT <\\ I , ` APPROX. 120' (TYP. OF 3) GA. GAUGE REQUIRED EXHAUST AIR DUCT UP & DOWN GPM GALLONS PER MINUTE CLEARANCES \ REQUIRED CLEARANCES DU T ROD COUPLING FOR LOWER ROD H HEIGHT N0.10 SELF-TAPPING o VAV• TERMINAL UNIT HP HORSEPOWERN SCBH OPTIONAL ATTACHEMENT \\\\\\`\'� - / SHEET METAL SCREWS ATTACHMENT DETAIL �` "" I.D. INSIDE DIAMETER MAXIMUM 12" O.C. NO.10 SELF-TAPPING i WT TERMINAL UNIT L N. INCHES LENGTH MASON SCBH-SEISMIC (2) SHEET METAL STRAPS SHEET METAL SCREWS c/ CABLE BRACE HOOK X 12 GAGE/ 2 1 2 MAXIMUM 12" O.C. (E) EXISTING LBS. POUNDSi C4*)1 I IN. LDB LEAVING DRY BULB AIRCRAFT CABLE ® CONNECT TO EXISTING LWB LEAVING WET BULB I \C TRAPEZE SUPPORT TOP VIEW LWT LEAVING WATER TEMPERATURE :•_•s 1 0 0 0 0 o e -#10 GALV. WIRE ® 3 MAX. MAXIMUM _ I I LOCATIONS NEAR SUPPORT DAG-4 THERMOSTAT OR TEMP. SENSOR DUCT MBH THOUSANDS OF BTUs PER HOUR - NOTE: MATERIALS BASED ON MASON n • FOR SHEETMETAL DUCTS 11" TO 27" IN DIAMETER & ALL SQUARE 5 O NOTE NC• MINIMUM INDUSTRIES. SIZE MATERIALS BASED ON :•sni� 0 0 0 0 0 (01" DUCT STRAP © 96" 0/C OR RECTANGULAR DUCTS (STRAP ALONE IS SUFFICIENT FOR DUCTS 5 NOISE CRITERIA APPLICATION & MANUFACTURER REQUIREMENTS. SMALLER THAN 1 1 ' IN DIAMETER} N.C. NORMALLY CLOSED = • STRAP INTERVAL MAY BE DECREASED (LESS THAN 96" 0/C TO X-X I EXISTING EQUIPMENT TAG N.I.M. NOT IN MECHANICAL REpUCE THE NEED FOR WIRE TIES ASCONSULT DETAILED. CO SULT NO. NUMBER AIRCRAFT CABLE ENGINEER OR SMACNA STANDARDS 0 NEW EQUIPMENT TAG N.O. NORMALLY OPEN O.A. OUTSIDE AIR FOR ALL DUCTS 28" IN MASON SCBH-SEISMIC ( FOR ALL DUCTS 6 ft 2IN CROSS- l r2 DUCT SUPPORT _ P PERSON DIAMETER OR LARGER CABLE BRACE HOOK SECTIONAL AREA OR GREATER I ill BALL VALVE PSI • POUNDS PER SQUARE INCH , i �fi.01 SCALE: DETAIL 134 GATE VALVE P/T PRESSURE / TEMPERATURE R.A. RETURN AIR ROUND DUCT RECTANGULAR/OVAL DUCT lI CHECK VALVE RECT. . RECTANGULAR 4REQ'D � d BALANCING VALVE S.A. SUPPLY AIR SEISMIC DUCT SUPPORT .o _ S.P. STATIC PRESSURE HEATING COIL, SEE FOR SCIENCE AREA 4 THERMOMETER SQ. SQUARE M6 01 SCALE: DETAIL SUPPORT VAV BOX UNITS. SEE •7 FOR ADMIN AREA UNITS. TEMP. TEMPERATURE AT FOUR CORNERS ' --� DIRECTION OF FLOW TYP. TYPICAL h�16.0�' ` n�• 1 P'OFJ, VAV VARIABLE AIR VOLUME 36" MIN a o I N. S# AI PUMP WB WET BULB SEISMIC - SQUARE NECK/PLENUM. BRANCH _ W WIDTH V4, o •; '4' 1784/, 15 ~ ACL' I I WPD WATER PRESSURE DROP RESTRAINT SIZE NOTED ON FLOOR PLAN MANUAL VOLUME DAMPER �. \ - / `e.1 STRAINER DIAMETER TAB (TYPICAL) "VAV" SUPPLY AIR DUCT Q FLEXIBLE DUCT SPIN IN FITTING INLET ® SAME SIZE AS "VAV" `fin ✓G�r z�� PRESSURE GAUGE LINED PLENUM 1 FOR FINAL CONNECTION SIZE OUTLET SIZE �� W M��'� T (E) EXISTING LARGER THAN ONLY. 48" MAX. LENGTH PETE'S PLUG I DIFFUSER NECK SAME SIZE AS MAIN SUPPLY DUCT ,, `\ b-7 - Y t DOUBLE CHECK ASSEMBLY (D) DEMOLISH DIFFUSER NECK SIZE \-- I EXPIRE 1 DEC16 SUPPLY CONICAL SPIN-IN CONTROLLER LINED SA DUCT 4 I % PRESSURE REDUCING VALVE (R) REMOVE & RELOCATE PERFORATED1 i - MAIN DUCT FITTING /BOOT TAP ENCLOSURE MIN. 10'0" 4 III UNIONNEW WORK METAL BAFFLE \ I SEE DRAWINGS VAV TERMINALS Dr4 2-WAY CONTROL VALVE PLATE �! FOR DUCT TAKE HWS (HWS) HEATING WATER SUPPLY OPEN AREA - Ell:): OFF SIZE SEE 5 O FOR CONTROLS it 3-WAY CONTROL VALVE HWR (HWR) HEATING WATER RETURN CAP r � J4- VAV TERMINAL UNIT S SMOKE DETECTOR / 1 M6,01 ' SCALE: DETAIL I 0 J / MOTORIZED DAMPER SEISMIC BRACING CEILING CEILING DIFFUSER PAN STRAP �� DUCT SUPPORT, SEE ° `' O FIRE DAMPER I J *j16, 1 -LATERAL BRACINGC 0)1 - O FIRE / SMOKE DAMPER - LONGITUDINAL BRACING NEOPRENE PAD SPUN ALUMINUM FAN WHEEL, MOTOR AND 3� CEILING DIFFUSER DETAIL FAN ENCLOSURE DRIVE ASSEMBLY. 0 SMOKE DAMPER • LONGITUDINAL & LATERAL BRACING M6.01 J SCALE: DETAIL i -- - - - - }, CO DISCONNECT SWITCH .� Ir--� f EXCEPT FOR VFD ITI7 -r m r r BIRDSCREEN FACTORY CURB CONTROLED FANS 0 AIR DISTRIBUTION DETAILS , FLAB I Ii 11 I I II __� 12-14 TEK METAL CSDR18'/0/C C , \W ANCHOR FAN I.1 ^, BOTTOM DUCT-\\-4- T FULL SIZED DAMPER WITH EXTERIOR OPERATOR. COUNTERFLASHING , W �� r ` I ULATION BASE TO CURB \ FACTORY CURB - I415. AX. �_;-- \ CANT RIP �-f I I .-__. 15 MAX. _ o o a► 1 N 3 /� RO F MEMBRANE n ^ ^ ROOF 3 CD TOP DUCY LSI TURNING VANES IN ALL LINED DUCTWORK RECT. TO RECT. RECT. TO ROUND 12" MINIMUM SQUARE ELLS AND TEES ____ f y - - 1C J C/) 1- DUCT CROSSING I SAECIFISUPPLY D FFUSER REFERENCE TRANSITIONS �Q i CO l I RA = MATCHED RETURN - N �� c__L--_, \ CO W A f EXH = EXH GRILLE L d} I I S S i i EXHAUST DUCT WHERE j I7e'200 8"N SA ARROWS INDICATE 1/4" X 1 -1/2" SIMPSON SDS APPLICABLE. ANCHOR 15'<A<90' AS15' CFM DIRECTION OF AIR FLOW EACH CORNER AND SEAL OFF INSIDE O --- - CURB SMOOTH RADIUS ELBOW, W/O VANES MITERED ELBOW NECK SIZE 7 $+� - - - - - R/W = 1.0 '"� CEILING DIFFUSER GRILLE / / FLEX CONNECTOR FOR FANS LID BALANCED AIRFLOW, CFM. 1 CURB MOUNTED IC ^ n ^ -1I >` cu ELBOWS SIDEWALL DIFFUSER/GRILLE1 co cm .___,_„:b.__! _ FLEX DUCT - MAX 48" BACKDRAFT DAMPER ILS_ Y_ f _ ./i • 00 FM. O IF NOTED IN 1 _ I SEE DETAIL 5/M601 FOR CD .- �� BRANCH DUCT SCHEDULE -- ROUND OR RECTANGULAR MAIN WALL `�__ __�'�--_ ~`� MOTORIZED DAMPER. SEE SPIN-IN FITTING WHERE SCHEDULE WHERE MOTORIZED I - ROUND SA/RA DUCT ►_ _ 4- APPLICABLE. GENFLEX NOTES: DAMPER IS REQUIRED 6" TRANSITION FROM SM-1 DEL (WITH DAMPER • SEE 4/M5.1 FOR CONTROL. 1� 1„ MAIN TO ROUND ,J- - AND 45' EXTRACTOR) OR / C] ROOF M0UNT EXHAUST FAN �� ARMIN.EA TOMATCHCROSS-SECTIONAL ROUND) + /vAPPROVED EQUAL. M \ I M6.01 SCALE: DETAIL � ROUND DUCT W/ CONICAL FITTING MANUAL VOLUME __., MANUAL VOLUME DAMPER DAMPER 5DAMPER DETAIL 6.01 I SCALE: DETAIL ROUND DUCT TRANSITON W/ A STL SLEEVES TO MEET CODES WELD SLEEVE CLEARANCES: TDP=1/8" PER FOOT ROUND DUCT TEE SPIN-IN FITTING OFF TOP OF AIR TERMINALS MAIN DUCT OR BOLT 10 GA. STEEL ANGLE TO OF DUCT HEIGHT: MAXIMUM 1/2" CLEAR. RECTANGULAR MAIN TO BLEEVE ONLY. SIDES=1/8" PER FOOT WIDTH :MAXIMUM 1/2" DUCTMEr�C MINIMUM 1" ANGLE OVERLOAD // CLEARANCE INSULATION 2 2CODE APPROVED FUSIBLE MINIMUM 3" SLEEVE PROJECTION, SEE SPEC UNK FIRE DAMPER A EACH SIDE OF WALL e ___ ASSEMBLY. .��' EXHAUST FANS AIR HANDLER WORK r N ' i l ' P MARK EF ® 6, ,(ilt (1) EF EF ® EF EF /EF MARK NUMBER ASU-6 ASU-6 ® \- NUMBER R1 ' Sb S6 �� S8 6A 10 42 FAN SF RF N o 0 0 AREA SERVED ELECT. 42F SCIENCE SCIENCE SCIENCE SCIENCE SCIENCE SCIENCE SCIENCE SCIENCE TOILET 0-7A KILN TECH. 42E MAX CFM 3270 3270 •,�•%: ci :* N TYPE ROOF ROOF ROOF ROOF ROOF ROOF ROOF ROOF PROP ROOF ROOF UTILITY SET TOTAL SP ("H20) AT MAX. 2.75 0.75 0 .:+:�� :�:�; A ADDENDUM #1 5.4.17 •CFM 275 1400 1400 1400 650 1400 1100 1100 250 150 1800 500 MIN CFM 1638 1638 •�'�'� '�'�'� 0 0 o MAR DATE DESCRIPTION TOTAL SP. (IN H2O) 0.35 .5 .5 .5 .5 .5 .5 .5 .3 0.25 0.5 7.0 TOTAL SP ("H2O) AT MIN. 0.75 0.25 O i 1- i K FAN RPM 1704 1394 1394 1394 1579 1394 1577 1577 1650 1702.41 1675 - NEW HP 3 10 MOTOR HP 1/10 1/2 1/2 1/2 1/6 1/2 1/4 1/4 1/20 �� 0 1/2 2 EXISTING HP 2 3/4 L ' Issued: April 21 , 2017 CONTROLLED BY DDC DDC DDC DDC DDC DDC DDC DDC - DDC DDC SWITCH W PILOT FAN TYPE AF FC 5- LOCK -DOUBLE CONSTRUCTED VISUAL / / ACCESS PANEL. PROVIDE ADDMONAL Scale: NIA INTERLOCK WITH T-STAT SWITCH SWITCH SWITCH ASU 1 SWITCH SWITCH SWITCH SWITCH C LIGHTS SWITCH MOTOR RPM 1750 1750 WHERE NON-METALLIC DUCT IS USED, INSTALL VISUAL ACCESS PANELS AS REQ'D. FOR Drawn By: ARJ BACK DRAFT DAMPER / FAN SPEED 1930 620FUSIBLE LINK REPLACEMENT. WHERE BDD MOTORIZED BDD B MOTORIZED MOTORIZED ACCESS PANEL IN 24" SECTION OF METAL DUCT. 2-POSITION CTRL DAMPER OUTLET VELOCITY FPM 1495 1610 FIRE RATED INSTALLED IN INSULATED DUCT TAPE PULL IN DUCT WIDTH SHEET METAL ACCESS FOR - WALL INSULATION EDGES TO MAINTAIN Reviewed SWM ISOLATION - - - - - _ - - - - - - MINIMUM OSA CFM 339 FUSIBLE UNK - REMOVAL VAPOR BARRIER SEAL By: DESIGN WEIGHT (LBS) 50 80 80 80 60 80 70 70 30 50 80 88 File: File Path MAX. INLET SONES 5.8 12.1 12.1 12.1 9.4 12.1 9.3 9.3 10.7 4.5 16 (7- FIRE DAMPER \ SHEETMETAL DUCT INSTALLATION Copyright MFIA-9325 1 BASIS OF DESIGN: GREENHECK G-070-VG G-123-VG G-123-VG G-123-VG G-095-VG G-123-VG G--102-VG G-102-VG SE1-10-428 G-060-VG G-123-VG NEDERMAN NON-METALLIC DUCT INSTALLATION 1 529 SERIES ,v16.1}9 SCALE: DETAIL PERMIT SET NOTES: SWITCH = TIMER SWITCH, SEE CONTROLS SPECS. Q Q MECHANICAL DETAILS & SCHEDULES 0 T N. r n M 6 0 1 N CO r 1 T 1 50 I 40 1 30 I 20 1 10 I 0 I 50 1 40 I 3o I 20 I 10 I 0 I VENTILATION AIR SCHEDULE - FOWLER MIDDLE SCHOOL ROOM NUMBER AREA (SQ. FT.) OCCUPANT NUMBER OF NUMBER OF OUTSIDE AIR OUTSIDE AIR OUTSIDE AIR SUPPLY AIR (CFM) RETURN EXHAUST AIR AUTOMATIC FLOW CONTROL & BALL AND NAME LOAD FIXTURES OCCUPANTS REQUIREMENT REQUIREMENT REQUIRED (CFM) AIR (CFM) AIR (CFM) SYSTEMS VALVE W/ P/T PORT 0/1000 SQ. FT.) (PLUMBING) OR(CFM/P (CFM/SQ FT.) ! CONTROL VALVE, FURNISHED d BY CONTROL CONTRACTOR. 6 �1 Rp BORA FULL PORT UNION W/ P T ��_ - MANUAL AIR PORT & MANUAL AIR VENT VENT ASU-1 26 SCIENCE CLASSROOM 1193 25 30 10 0.12 443 1400 1400 1400 VAV-S1 Ali ® • UNION (HOSE KITS 27 SCIENCE CLASSROOM 1257 25 32 10 0.12 471 1400 1400 1400 VAV-S2 30 SCIENCE CLASSROOM 1172 25 30 10 0.12 441 1400 1400 1400 VAV-S3 ei _ NOT ALLOWED) 25 SCIENCE PREP 222 0 0 10 0.12 27 250 250 500 VAV-S4 • - ' _ ^ -� i�1 MANUAL 2-WAY Bora Architects, Inc. 25-A MUD ROM 162 0 0 10 0.12 19 250 250 0 VAV-S4 •9•� "' AI - �I - AIR VENT 25-B SCIENCE STORAGE 121 0 0 10 0.12 15 150 150 150 VAV-S4 Illlr 1• - P/ L1 24 SCIENCE CLASSROOM 1145 25 29 10 0.12 428 1400 1400 1400 VAV-S5 �_� ' �� I ' ..�pI ID .� I. ! PORT VALVE 720 SW Washington, Suite 800 28 SCIENCE CLASSROOM 1083 25 28 10 0.12 410 1100 1100 1100 VAV-S6 �� lil �n ML In IPICCV Portland, Oregon 97205 29 SCIENCE CLASSROOM 1085 25 28 10 0.12 410 1100 1100 1100 VAV-S7 / 1 (�I T23 SCIENCE FLEX 1660 0 0 10 0.12 199 900 900 900 VAV-S8 I ,�i FLOW 503.226.1575 DOMING SCIENCE CR 1085 25 28 10 0.12 410 750 750 0 EXISTIN VAV SETTER www.bora.co DOSTING SCIENCE CR 1085 25 28 10 0.12 410 900 900 0 EXISTIN VAV nC❑❑LING HOT WATER UNIONS EXISTING SCIENCE CR 1085 25 28 10 0.12 410 1075 1075 0 EXIST1N VAV COIL colt TNG EXISTING SCIENCE CR 1085 25 28 10 0.12 410 725 725 0 EXISTIN VAV EXISTING SCIENCE CR 1085 25 28 10 0.12 410 900 900 0 EXISTIN VAV FLOW SETTER SUB TOTAL 9101 0 317 4913 13700 13700 9350 II •.• -111--.1 iii -LT • STRAINER Y iiiptijr , gl •n• �` WITH •-` . I DRAIN VALVE ASU-10 HC/CC / �I • SUPPLY 3/4" HOSE EN P/T 42A STEM / CTE CLASSROOM 974 25 25 10 0.12 367 1500 1500 0 04-10A BALL VALVE DRAIN PORT I 42H STORAGE 82 0 0 10 0.12 10 250 250 0 04-10A ii 4 - 42B ROBOTICS LAB 906 25 23 10 0.12 339 1500 1500 0 04-10A �`' 3-WAY MIXING NOTE: 42C MAKERSPACE 1073 25 27 10 0.12 399 1500 1500 0 04-108 r \_ VALVE USE ET2-WAYS DETAIL 0 421 MAKERSPACE STORAGE 208 25 6 10 0.12 85 250 250 0 04-108 WHERE QONTROL 42D STEM / CTE CLASSROOM 1057 25 27 10 0.12 397 1500 1500 0 04-108 3/4" BALL VALVE/STRAINER VALVES ARE REQUIRED HEATING HEATING W/ P/T PORT, BLOWN DOWN WATER WATER 5 42G STORAGE 82 0 0 10 0.12 10 250 250 0 04-108 SUPPLY RETURN 42E TECHNOLOGY 166 25 5 10 0.12 70 250 250 0 04-108 DRAIN VALVE 5 SUB TOTAL 4548 0 113 1676 7000 7000 0 r-LI-- , 2 -WAY HEATING WATER COIL DETAIL ASU-6 1 3 -WAY WATER COIL DETAIL. CONFERENCE 0-1 323 50 0 17 5 0.06 104 425 425 0 VAV-A3 M6,09SCALE: DETAIL OFFICE 0-2 200 5 0 1 5 0.06 17 300 300 0 VAV-A1 M6.02 SCALE: DETAIL OFFICE 0-3 100 5 0 1 5 0.06 11 150 150 0 VAV-A2 OFFICE 0-4 125 5 0 t 5 0.06 13 185 185 0 VAV-A4 OFF10E 0--5 200 5 0 1 5 0.06 . . . . . . . . 17 270 270 0 VAV-A5 HEALTH 240 5 1 2 5 0.06 24 255 105 . . . . . . .150 VAV-A6. . . OPEN OFFICE 1800 5 0 9 5 0.06 153 1685 1685 0 VAV-A7 SUB TOTAL 2988 1 32 339 3270 3120 150 28" MIN. / - OR AS NOTED FOWLER MS - ADMINISTRATION - VAV BOXES WITH HOT WATER REHEAT LINED RELIEF AIR ON Loon 42L1� 1 y p NEW MAX DEAD-BAND MAX. HEATING SA SA TEMP REHEAT INLET OUTLET CONN. VALVE MAX. MAX. DISCHARGE MAX. RADIATED CONTROL OPEN TO PLENUM G � xi,ie EQUIPMENT TYPE COOLING AIRFLOW AIRLFOW INLET OUTLET INLET TEMP AT HEATING COIL LOAD WATER WATER GPM SIZE TYPE STATIC SOUND POWER SOUND POWER TYPE 3 -' 178'4` '¢ TAG NO. CFM CFM CFM IN. IN. DEC. F DEC. F MBH TEMP (F) TEMP (F) IN. LOSS * LEVEL ** LEVEL ** I I * 'f I I I I I I I I I I I I I I ___._,...._ --� + H I F + 1- I- + I ---+ HI + 4I I I--- + I I �� ✓�j�r 25. �� C. o� W. M10, VAV-A1 I VAV 300 60 I 150 6 1 12X8 55 1101 8.9 160 1201 0.4 1J2 3-WAY CONTROL VALVE I 0.751 67 59 DOC - r -1 rt- rt t r r r r t r r rt t 1- I I EXPIRES: 31DEC16 I VAV-A2 I VAV ; 150 30 75 4 ; 12X8 55 1101 4.5 160 120; 0.2 1J2 3-WAY CONTROL VALVE ; 0.751 67 59 DDC SEE fiFOR DAMPER WHERE NOTED ON DWGS r .- -E T T f T 7 r T r r T T 1I aL�� -Ili 4VAV-A3 VAV 425 85 213 8 12X10 55 1001 10.4 160 120 0.5 1/2 3-WAY CONTROL VALVE 0.751 67 59 DDC / 4 Y. I 1 I 1 I I 1 / CEILING VAV-A4 I VAV 1 185 37 93 6 1 12X8 55 1101 5.5 160 1201 0.3L 1/2 3-WAY CONTROL VALVE 0.751 67 59 DDC RELIEF GRILLE L _L l L LL 1 1 I_ I I I I I I I I VAV-A5 L VAV 270 54 135 6 i 12X8 55 1101 8.0 160 1201 0.4 1/2 3-WAY CONTROL VALVE 0.751 67 59 DDC 2 PLENUM RA D ETA I L I I I I I I I VAV-A6 i VAV i 390 78 i 128 6 1 12X8 55 1001 6.2 160 120i 0.3 1/2 3-WAY CONTROL VALVE 1 0.751 67 59 DDC - 1- + + I I i- r I f I ---1- M6.02 DETAIL I I I I VAV-A7 VAV i 1510 302 i 843 14 1 20X16 55 1001 41.0 160 1201 2.0 3J4 3-WAY CONTROL VALVE I 0.751 67 59 1 DDC - TOTAL T 3230 T 1637 i ~ r i 84.5 r I 4.2 r i i r ---r -+ I__ + _ + --1 1 + ..._ i + -+ + H -I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I * - INCLUDING COIL, SOUND ATTENUATOR SECTION & VAV BOX C ** - THIRD OCTAVE CERTIFIED RATING IN ACCORDANCE WITH ARI STANDARD 880-94 0 .. FOWLER MS - SCIENCE WING VAV BOXES WITH HOT WATER REHEAT -1-•rtrt NEW ZONE MAX 20% OF MIN MIN MAXIMUM TEST TEST MAXIMUM SA SA TEMP REHEAT INLET OUTLET CONN. VALVE MAX. MAX. DISCHARGE MAX. RADIATED VALVE `V EQUIPMENT TYPE SQ. FT. COOLING COOLING VENTILATION 300 CFM DEADBAND CASE CASE INLET HEATING CFM INLET OUTLET INLET TEMP AT HEATING COIL LOAD WATER WATER GPM SIZE TYPE STATIC SOUND POWER SOUND POWER TYPE TAG NO. CFM CFM CFM CFM % COOLING 50% INI . 50% or VENT IN. IN. DEG. F DEG. F MBH TEMP (F) TEMP (F) IN. LOSS * LEVEL ** LEVEL ** 0 I I I I I I I I I I t 1 I I I I 1 I 1 VAV-S1 VAV 926 1400 1 280 443 0 443 32 700 12 700 1 12 1 16X15 55 100 34.01 140 110 2.3 3/4 2-WAY CONTROL VALVE 1 0.751 67 59 i 2-WAY PICCV L -1 r 7 rt r -1 t rr -r -1 r -1 t r `1 -- t I I I I I I I VAV-S2 VAV 288 1400 1 280 471 0 471 34 700 12 700 1 12 1 16X15 55 100 34.01 140 110 2.3 3/4 2-WAY CONTROL VALVE 1 0.75; 67 59 1 2-WAY PICCV fl N 3 - r 1 1 1 1 r 1 T i r r T 1 T 1 1 T T 1 T - 3 L(7 VAV-S3 VAV 132 1400 280 441 0 441 32 700 12 700 ; 12 16X15 55 100 34.0 140 110 2.3 3/4 2-WAY CONTROL VALVE ! 0.75 fi7 59 ; 2-WAY PICCV O I I I I I (1) d- VAV-S4 L VAV 202 J 650 ' 130 , 61 0 1 130 20 325 8_, 325 1 8 ; 12X10 55, 100, 15.8 140 110, 1.L 112J 2-WAY CONTROL VALVE i 0.75, 67 J 59 1 2-WAY PICCV - N I I I I I I2 VAV--SS VAV 204 1400 280 428 0 428 31 700 12 700 12 1 16X15 55 100 34.0 140 110 2I I .3 3/4 2-WAY CONTROL VALVE 0I .75 67 59 2-WAY PICCV CV h _i -a 4 4 + I- -I + I- 1 a- -I---- - + co I I I I VAV-S6 VAV 206 1100 1 220 410 0 410 i 37 550 12 550 i 12 i 16X15 55 1001 26.7 140 110 1.8 314 2-WAY CONTROL VALVE 1 0.751 67 59 i 2-WAY PICCV /� O I- --1 -1 H -I H t I- -1 t f- I- + -I r H--- -i __ __ - -- -- -- -- -+ -- --t H t - W r/ VAV-S7 VAV 1112 1100 1 220 410 0 4101 37 550 12 550 1 12 i 16X15 55 1001 26.7 140 110 1.8 3/4 2-WAY CONTROL VALVE i 0.75 i 67 59 1 2-WAY PICCV r 1 1 1 1 1 T r `-1 T r r r rt r -1 1 t r -1 t - I I I I VAV-S8 VAV 1112 900 I 180 199 0 199 22 450 10 450 1 10 1 14X13 55 100; 21.9 140 110 1.5 3/4 2-WAY CONTROL VALVE ; 0.751 67 59 ; 2-WAY PICCV cn I` 1 1 7 1 T T I- 1 T T 7 7 7 T T T 1 T 0 CO (� r „ 1 , `t I i- r -1 7 I 1- 1- rt -1 r "I H t t 1 I - w CD TOTAL 9350 1 2932 1 4675 I I 1 227.2 15.1 I I ILL O H H 4 -I ------1 4 + I- H + 4- I- 1- -E H 1- H H A- + -1 + I I I I I I I I I I I I I I I I I 1 1 1 I I I I * - INCLUDING COIL, SOUND ATTENUATOR SECTION & VAV BOX ** -- THIRD OCTAVE CERTIFIED RATING IN AC 1:-; CE WITH ARI STANDARD 880-94 7"0 (E) LOUVERED A INTAKE/EXHAUST HEAD FULLY WELDED ELBOW STL. SLEEVES MIN. 16 GA. COUNTERFLASHING 1-1/2 X 1 --1/2 X 16 GA. ANGLE COLLAR W/ BELL TO 10" WI SCREENED OUTLET CODE APPROVED FUSIBLE LINK MINIMUM 3" SLEEVE PROJECTION, SEAL FIRE SMOKE DAMPER ASSEMBLY / EACH SIDE OF WALL CURB SHALL PROVIDE A / / I 2 I \ / ANCHOR RELIEF TIGHT FIT TO COUNTER 2 1 1 HEAD COUNTER- FLASHING. PROVIDE SPACERS 12" MIN. 12" MIN. 120V ACTUATOR FLASHING. CAP TO CURB TOP PERIMETER AS CURB WITH REQUIRED I 1 GASKETED ROOFING c \ SCREWS AT 12" OC ROOF AIR FLOW �`' G-) MIN. I o •■ CONNECT NEW DUCT TO (E) 6" �� DUCT UP THRU ROOF ;NEN , CV 0 FACTOROOF CURBY -_,<=>\\\\_ TO ACCESS PANEL C C 0 6 �� 12" MIN. TRANSITION TO ROUND FROM OUTLETSEE DETAIL 5/M601 A ADDENDUM #1 - 5.4.17 / _ ATTACH CURB TO K - ROOF DECK W/ MAR DATE DESCRIPTION I DDC SYSTEM 1/4" X 1-1/2" ,! DUCT " SIMPSON SDS ® �► �► - HANG FAN FROM STRUCTURE r / #10 SCREWS © 8 O.C. TYPICAL ALL SIDES EACH CORNER �� 0 WITH THREADED ROD NEDERMAN PVC HOSE, 6" MAX 16" N. Issued: April 21, 2017 INSULATED N/A DAMPER POSITION INDICATOR A ��,L!��!_��J -ELIEF OSA INTAKE DUCT, Scale: 6'0 EXH - •10F EE FLOOR PLAN FOR �� INTERCEPT (E) LOCAL 120V ELECTRICAL CIRCUIT, FIRE RATED SPECIFIC APPLICATION Drawn By: ARJ PROVIDE SWITCH DISCONNECT ® DAMPER WALL SEE DETAIL 5/M601 FOR DAMPER I` / Reviewed SWM y 1 By: MASON OR ISOMET 5 FIRE/SMOKE DAI/IPER WITHOUT SMOKE DETECTOR ►, E/RELIEF HEAD File: File Path CABLE RESTRAINT NOT TO SCALE SCALE: DETAIL M6.02 �I6,02 INLET WITH 12" MAX OF FLEXIBLE METAL SPRING ISOLATOR AND SUPPORT 1 DUCT. FLEX MASTER NI-TL SERIES. RATED TO STRUCTURE 1 Copyright MFIA-9325 FOR 12" WG NEGATIVE PRESSURE I I ■ PERMIT SET - 6 UTILITY SET FAN / TO LASER OSE M6.02 SCALE: DETAIL ENGRAVER, TYP. MECHANICAL DETAILS & SCHEDULES 0 ti 0 M602N CO ,_ 50 I 40 1 30 I 20 I 10 I 0 I 50 I 40 1 30 1 20 I 10 I 0 I 6 6 30RA Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co SIDE BEAM BRACKET ATTACHED — 1 /M 603 NOTE 5 W/ 1/4" X 1-1/2" WOOD LAG 0- 1/4" GALV. THREADED EYE BOLT ® CENTER r 54" MAX. / MASON TYPE SCB OR 1/4" HARDWARE C� Z-GIRT OF WOOD MEMBER (TYP. OF 3). FOR 2 GIRT / -SEISMIC BRACKET 91 ` 10 GA. GALV. WIRE USE MACHINE THREAD EYE BOLT W JAMB NUT & (TYP. OF 3} 1/4" WASHER © EACH IDS GIRT TOP CORD OF TRUSS, 1 ROOF JOIST OR Z—GIRT • FOR SINGLE 1-1/2" TO 3" STEEL LINES TTSTRU7CTURE ? _____________---, . SUPPORT STRUCTURE • FOR SINGLE 2" COPPER LINES II • ' ili 5 5 1 ,• I I �r1 ..,\_ s ROD COUPLING Q MASON TYPE SCB IF REQU}RED r120' ' )( ANCHORAGE MASON�'TYPE SRC THREADED ROD ` , 120' ��C �� SEISMIC ROD CLAMP VPIF / 010 N �� APPROX. 120' MP. OF 3) THREADED ROD STOP NUT 0 WASHER / �`� � 9) .� �' RO REQUIRED ER ANGLE ! ! •� �! L/ SCBH ONLY SHOWN IN LATERAL DIRECTION \ A \ A �� REQUIRED AS FOR I SHOWN IN PLAN VIEW BENAL SCBHs LOW Wor VW 9.1, 9NP %.\ - PIPE SWIVEL RING 42LT7 PIPE INSULATION SHIELD VIEW I � IpN��`e TOP V E PIPE CLAMP OR U—BOLT Vw �,y r_•�m�• 178)142.,/- 41111 411W\--TRAPEZE SUPPORT . /I r. Er. � 'J = ! ! ,-- �,0 ''atr 25,140 4c,, 1 PIPE SUPPORT w M\� I�6a3 DETAIL E I ---E132111ilrg7/ I EXPIRE 31 DEC16 I 4, AIRCRAFT CABLE 4 MASON EISMIC ! CAS E BRACES HOOK �A� tiA� ' A OR SCB-4 AT LATERAL FOR PIPE SUPPORTED MORE THAN 12" FROM STRUCTURE OR WHEN REQUIRED. THAT IS 2-1/2" OR LARGER OR ON A TRAPEZE ''-""' e�' TRANSVERSE i SUPPORT W/ ANY ONE PIPE BEING LARGER THEN 3/4" LONGITUDINAL NOTE: MATERIALS BASED ON MASON INDUSTRIES. SIZE MATERIALS BASED ON APPLICATION & MANUFACTURER REQUIREMENT. \____.N C — o \-----\___\__ (2ASEISMIC PIPE SUPPORT +� M5O3 _ SCALE: DETAIL CO > 0 c a) 11 N 3 3 0 CO � . r 2 , . N -- N L 0, a) ct � o o coin ,,, co op_ u. o ,_ ,,r 2 2 AADDENDUM #1 — 5.4.17 MAR DATE DESCRIPTION K Issued: April 21, 2017 Scale: N/A Drawn By: ARJ Reviewed SWM By: File: File Path Copyright M FIA-9325 1 1 PERMIT SET 2 A Q MECHANICAL DETAILS ti 0 Q NEW SHEET ISSUED -- ADDENDUM #1 N- 0 (0 1-- M 6 • 0 3r 1 50 I 40 I 30 1 20 I 10 I 0 I 50 I 40 I 30 I 20 I 10 I 0 I LIGHTING FIXTURE SCHEDULE EQUIPMENT CONNECTION SCHEDULE TYPE LAMP LUMENS CCT I LOAD j MANUFACTURER & MODEL DESCRIPTION HOUSING OPTICS DRIVER MARK DESCRIPTION ELECTRICAL I PANEL CIRCUIT EF-6A Exhaust Fan 120 V/1-100 VA (E)2J 11 A LED 4000 Im 4000 K 40 VA LITHONIA "2VTL" SERIES 2X4 RECESSED LED TROFFER ONE-PIECE COLD-ROLLED STEEL POST-PAINTED HOUSING SINGLE CLEAR ACRYLIC DIFFUSER WITH VOLUMETRIC 277V ELECTRONIC 10% DIMMING ' - 0 'xh. • t . 'i / Os , • (E)2N 1 6 DISTRIBUTION EF-42A Exhaust Fan 480 V/3-2800 VA (E)4B 5,7,9 6 BORA AE LED 4000 Im 4000 K 40 VA LITHONIA "2VTL" SERIES 2X4 RECESSED LED TROFFER ONE-PIECE COLD-ROLLED STEEL POST-PAINTED HOUSING SINGLE CLEAR ACRYLIC DIFFUSER WITH VOLUMETRIC 120V ELECTRONIC 10% DIMMING 1 EF-42B� Exhaust Fan 480 V/3-2800 VAr. /(E)4B 6,8,10 DISTRIBUTION ' - at'rs a1��`-�`J (E)2B 17 B LED 4000 Im 4000 K 40 VA LITHONIA "GRAD" #GRD PENDANT LINEAR LED 4' 8"W X 2"H COLD ROLLED STEEL HOUSING - WHITE FINISH 80" UP / 20% DOWN 277V ELECTRONIC 10% DIMMING SERIES EF-S1 Exhaust Fan 120 V/1-720 VA (E)2M 22 C LED 1000 Im 4000 K 10 VA GOTHAM "EVO" #EVO 6" DIAM RECESSED LED GALVANIZED STEEL HOUSING SELF-FLANGED SEMI-SPECULAR CONE ' 277V ELECTRONIC 10% DIMMING EF S2 Exhaust Fan 120 V/1-720 VA (E)2M 23 SERIES DOWNLIGHT EF-S3 Exhaust Fan 120 V/1-720 VA (E)2M 24 Bora Architects, Inc. EF S4 Exhaust Fan 120 V11-720 VA (E)2M 25 720 SW Washington, Suite 800 CE LED 1000 Im 4000 K 10 VA GOTHAM "EVO" #EVO 6" DIAM RECESSED LED GALVANIZED STEEL HOUSING SELF-FLANGED SEMI-SPECULAR CONE 120V ELECTRONIC 10% DIMMING Portland, Oregon 97205 SERIES DOWNLIGHT ( ) EF-S5 Exhaust Fan 120 V11-720 VA E 2M 26 503.226.1575 D LED 4000 Im 4000 K 40 VA MARK "SLOT 4" #SL4L 4" x 4' RECESSED LED TROFFER EXTRUDED ALUMINUM CEILING TRIM FLUSH LENS 90% TRANSMISSIVE ACRYLIC 277V ELECTRONIC EF-S6 Exhaust Fan 120 V/1 -720 VA (E)2M 27 SERIES EF-S7 Exhaust Fan 120 V/1-720 VA (E)2M 28 www.bora.co DE LED 4000 Im 4000 K 40 VA MARK "SLOT 4" #SL4L 4" x 4' RECESSED LED TROFFER EXTRUDED ALUMINUM CEILING TRIM FLUSH LENS 90% TRANSMISSIVE ACRYLIC 120V ELECTRONIC INSTAHOT Electric Heat 120 V/1-1500 VA (E)2M 29 SERIES F LED 3000 Im 4000 K 30 VA LITHONIA #STL4 SERIES 8" x 4' SURFACE LED WRAP CODE-GAUGE STEEL HOUSING - WHITE FINISH LINEAR FACETED REFRACTOR 277V ELECTRONIC M F I A Inc. Consulting G LED 4000 Im 4000 K 40 VA LITHONIA "GRAD" #GRD PENDANT LINEAR LED 4' 8"W X 2"H COLD ROLLED STEEL HOUSING - SILVER FINISH 20% UP / 80% DOWN 277V ELECTRONIC 10% DIMMING SERIES Engineers G1 LED 8000 Im 4000 K 80 VA LITHONIA "GRAD" #GRD PENDANT LINEAR LED 8' 8"W X 2"H COLD ROLLED STEEL HOUSING - SILVER FINISH 20% UP / 80% DOWN 277V ELECTRONIC 10% DIMMING 2007 SE Ash St. SERIES Portland OR 97214 GE LED 4000 Im 4000 K 40 VA LITHONIA "GRAD" #GRD PENDANT LINEAR LED 4' 8"W X 2"H COLD ROLLED STEEL HOUSING - SILVER FINISH 20% UP / 80% DOWN 120V ELECTRONIC 10% DIMMING www.mfia-eng.com SERIES 503-234-0548 " ii • r 10 - 411 K VA �'c- �'f- �`c- - c- 4' UNDERCABINET LINEAR LED 277V ELECTRONIC 5 J LED 3000 Im 4000 K 30 VA KENALL #RHR15 SERIES 15" DIAM LED DOME ALUMINUM BASEPLATE WITH GASKET AND FOUR MOUNTING HOLES UV-STABILIZED HIGH-IMPACT POLYCARBONATE LENS 277V ELECTRONIC 5 A . . • iso • . 6 i I -' a _ - • ; : ' : 4' LED STRIP LIGHT 3"W COLD ROLLED STEEL HOUSING - WHITE FINISH DIFFUSE LENS 277V ELECTRONIC L LED 1800 Im 3000 K 30 VA 4' LED WALL MOUNT 277V ELECTRONIC X LED 5 VA LITHONIA #LOM SERIES LED EXIT SIGN IMPACT-RESISTANT THERMOPLASTIC HOUSING - WHITE GREEN LETTER STENCIL FACE 120V ELECTRONIC PR c�`c'� F D NE , ss' N E ck 16,597 9r '. GENERAL NOTES . OREGON ,PoRr 20, \��, t_. cow' CIRCUITS IN EXISTING PANELS ARE FOR INFORMATION ONLY - ACTUAL CIRCUITS EXPIRES 12-31-2017 TO BE FIELD VERIFIED BASED UPON RE-USE OF DEMO'D CIRCUITS. 4 4 C 0 . _ I CZ OPERATIONS 0 a b I c LIGHTS SCIENCE AREA ROOMS STEM/MAKERSPACE 1 .---) -ALL LIGHTS ARE DIMMABLE ^ AREA ROOMS - EACH ROW CONTROLLED INDEPENDENTLY CD OCCUPANCY CIL a 1 I b I [ c - LIGHTS TURN ON AUTOMATICALLY TO 50% ELECTRICAL ECjTRICjA L u - LIGHTS AUTOMATICALLY TURN OFF WHEN SYMBOLS OOS ROOM BECOMES VACANT 0 O PC DAYLIGHT O CONTAINS CORRIDOR SWITCHES, - SMOOTH CONTINUOUS DIMMING GATEWAY FOR FUTURE CONNECTION - ENTIRE ROOM DIMS TOGETHER / RECESSED LIGHT FIXTURE CUSTODIAN RM TO SCHOOL LAN FOR CENTRAL CONTROL, fa I 1 b I ( c OS OCCUPANCY SENSOR AND BACNET-IP INTERFACE FOR DDC MANUAL V SYSTEM INTERTIE - MASTER RAISE/LOWER OF ENTIRE ROOM 10 I SURFACE LIGHT FIXTURE PC PHOTOCELL SENSOR 1 NETWORKING �' CD - ROOM CONNECTED TO NLIGHT BACKBONEU RECESSED DOWNLIGHT $ LIGHT SWITCH +48" AFF •� +` 3 TO ENABLE NETWORK CONTROL INCLUDING (� 3 CD ADMIN AREA ROOMS CHOIR/DRAMA l a I b I l c I TIME-BASED CONTROLS AND INTEGRATION173 ROOM WITH BUILDING MANAGEMENT SYSTEM. OOS I 0 I PENDANT LIGHT FIXTURE S LOW VOLTAGE/DIGITAL SWITCH +48"AFF 0 OPCN \- IDEXIT SIGN SDC DOOR CONTROLLER CONNECTION 0 � Q o _ DIGITAL SWITCH WITH ON AND OFF BUTTONS L1 a b I C [ } SAFETY DISCONNECT GFI GROUND FAULT CIRCUIT INTERRUPTER Cl)C 2 N DIGITAL SWITCH WITH MULTIPLE ZONE ON AND CU NETWORKED LIGHTING CONTROL L2 BACKBONE DEVICES AND CABLING WITH OFF BUTTONS AND DIMMING CONTROLS I:; SAFETY DISCONNECT FUSED . L� {O N.,L3 PORTS FOR FUTURE EXTENSION TO DIGITAL SWITCH WITH ON AND OFF BUTTONS AND WP WEATHERPROOF CZ REST OF SCHOOL. TYP. DIMMING CONTROLS (Z5 W cc NETWORKED LIGHTING CONTROL I YIIUAL ULA5SHUUM LIUN I INU * EQUIPMENT CONNECTION (E) EXISTING ,-Th DIAGRAM - DIGITAL SWITCH LIST CONTROL DIAGRAM 12" = 1' 0" J 12" = V-0" �� MOTOR= V-0" CONNECTION ....... -pi_ ix) Z3 A.F.F. ABOVE FINISHED FLOOR O (18 Cd 0 DUPLEX RECEPTACLE +18"A.F.F. ,CD TYP. TYPICAL I 1— I— i DUPLEX RECEPTACLE ABOVE COUNTER QUAD RECEPTACLE +18"A.F.F. TO OTHER ROOMS ,T, CAT 5E CABLING, TYP. - LINE VOLTAGE POWER, TYP. QUAD RECEPTACLE ABOVE COUNTER DIGITAL DAYLIGHT SENSOR DIGITAL OCC SENSOR i I .1 PANELBOARD 2 (IF SHOWN ON PLAN) (IF SHOWN ON PLAN) DIGITAL SWITCH/DIMMER LOCAL POWER PACK /- 2 a JUNCTION BOX ILS ) ,ERI EMERGENCY RELAY II I J FLOOR RECEPTACLE --- LINE VOLTAGE EMERGENCY POWER, TYP. / RECESSED LIGHT FIXURE EMERGENCY / LOCAL POWER PACK/EMERG RELAY / 1 5/4/2017 Addendum 1 LOW VOLTAGE DIMMING WIRING l / / / I• I SURFACE LIGHT FIXTURE EMERGENCY (WHERE NEEDED) TYP ) \ l n — MARK DATE DESCRIPTION . RECESSED DOWNLIGHT EMERGENCY LIGHT FIXTURE W/BUILT-IN LIGHT FIXTURE W/BUILT-IN DIGITAL INTERFACE DIGITAL INTERFACE \ l Issued: 04/21/2017 NJ / I • I PENDANT LIGHT FIXTURE EMERGENCY 00 , Scale: As indicated I (_ I WALL MOUNTED LIGHT FIXTURE LOW VOLTAGE DIMMING WIRING I 4- I WALL MOUNTED LIGHT FIXTURE EMERGENCY (WHERE NEEDED) TYPREFERENCE ONLY NOTE:TYPICAL FOR EACH ROOM. LIGHT FIXTURE W/BUILT-IN LIGHT FIXTURE W/BUILT-IN l NFD-1 VARIABLE FREQUENCY DRIVE NOT APPROVED WITH THIS PERMIT DIGITAL INTERFACE DIGITAL INTERFACE 1 — — — — — — J MOTOR STARTER Copyright MFIA-9325 • Ill . Early Work Permit Set Fa CONTACTOR Q 1 RELAY ELECTRICAL COVER N. co ST 66 HEE 0 C) C DIGITAL LIGHTING CONTROL DIAGRAM C ELECTRICAL SYMBOL LIST T 0 12" = 1,-0" E 1 0 0 12" = 1' 0" 1 50 I 40 1 30 I 20 I 10 I 0 I 50 I 40 I 30 I 20 I 1 o I o I 0 ® 5 C-6) 7 8 C9) C10) I - _ �t n I ! � I JCi. 1 °LCi) I:- - if1 r --� 6 A A A A A I A A A I A A� A A NA,--HAl j I - I I ........ I 6 BORA-----'\-----____---" 71 N \ . �` 1 t r /I I I I I A L/1) AL OSA A �� OS A �� OS A F -1A 4S, iA A OS Li.AEAE PCAE PC AE PC PC r PC PCSBora Architects, Inc. SCIEfICE i — J ' 720 SW Washington, Suite 800 o (J ��`0 - - I - - - +- -.�- - - + - - I - Portland, Oregon 97205 I B _7, \ -- - - -- � � 503.226.1575 A A �b �� q q �� J A i\ 9" \.....144....... 1. �� _-� A '� \.,.....________--- A ____� 1 i - www.bora.co _J SCIENCE Ji - -7 SCI N E IEW [ I EN _ cnn __L[ I c - I MFIA Inc. Consulting SCIENCE ..I� 7 I 30 I . .. I I- STORAGE , � iENCE-PFIEP "•N -• -MI _ _ I I _' _ _ _ 1. _ ( I I I I I I I I I f I I I I I �.� .= D I _ . R - - - - - - - - - - ---I - _ 1 \ _ 1 [ Engineers 25-B os i > ( ) f 2R i 1 S�JEIVCE FLEX I1 , r I I — F� F ' �� --- — 2007 SE Ash St. ii . - , . - - o cy ; 1 I 23 _ 16/1 I!E ID - - .. Portland OR 97214 — CO / ` 1 www.mfia-eng.com OS 1_ osJCI- <: • - �` e ' c E [ •s' �.< e 503-234-0548 rj______ ISE . III_ - . - ![) U U 5 r� ICM u :: - 5 ._ __A" . . , at 1 1 I --V-- '---..N Y A It ,_. 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GE _ =T_ Scale: 118" = 1'-0,� i__. 1 7 ® 1. L 1 I. F - - - - , - - 0 t ' I IDF E 48-2 ELEC. ROOM_E 26 ! \ (E)4B- 1 (E)2N-2 ) ( ) (E)4B (E)2BA CONNECT RELOCATED HOOD (E)4N- 1 38B 42F (E)TB I I I I LIGHTING I I I I I REFERENCE ONLY 1 I NOT APPROVED WITH THIS PERMIT Copyright MFIA-9325 1 EarlyWork Permit Set ! I 1 I I I I I 1 — — — -- — — "Cr — ' — — — — — — — — — — — — 0 2I Af E)2(E)4N _ QFIRST FLOOR PLAN - a) 01 FIRST FLOOR - LIG -1TING - I I I I I I II 0 2 STEM/MAKERSPACE SECTOR 2 Sc 5 - 9 2 1/8" = 11-0" LIGHTING 0 C\' 0 16 Q 18 19 20 ® 24 50 I 40 I 30 I 20 I 10 I 0 I 50 I 40 I 30 I 20 I 10 I 0 I KEYED NOTES : , .. , . i, � . I: 5 , ,., 111110,6111140 Imo' I -- I� • i 0 0 0 0 0 0 --r- -1-_ l o 7-- 1 L . L 1 r f __L_ __i__ 0, MOUNT RECEPTACLE HORIZONTALLY CENTERED VERTICALLY IN BACKSPLASH. J GFI 30RA 6 ® CONNECT SOLATUBE DIMMER MODULE, 50VA-277V AND DIMMER SWITCH(ES). -1-- (E)2M- 14 (E)2M-206 COORDINATE EXACT REQUIREMENTS WITH SUPPLIER. _t o �, ( f 1� �O (E)2M- 18 T 1 SCIENCE = I I I _-__ SCIENCE --H - -- SCIENCE E CLASSRM LCLASSROOM ==Dill } CLASSROOM L CLASSROOM ilia= :; ��o `,�' i I ___ ••-10 --f- t _ 31 26 ! t 27 30 . , ir,1 1.d'1 (DE ' j:9 IA' il..._ Bora Architects, Inc. .. :. io __L J__ �'1 720 SW Washington, Suite 800 --1-- MICROWAVE -\ (E)2M-30 a 1 Portland, Oregon 97205 J ' i 1 __I__ O OCT (E)2M-29 �� (E)2M- 15 r_ _� 503.226.1575 a FI .. r1 2M 1- 1 I 4►=A : I ' ' _ �_� u u I O O O -• 1L- -_/- O O O (E)2M 21 www.bora.co :lc :: EEI � • - ,---- • ; earl • art rl ,L � �' IIIIIIIIII IIl l I l l 1� !AN __ _ i ,e a 11 - MFIA Inc.c 25-B INSTAHOT jll (E)2M- 10 _ DISHWASHER (E)2M- 17 REFRIGERATOR ! DRINKING FOUNTAIN (E)2M- 16 I - Engineers SCIENCE PREP -" ® SCIENCE FLEX i _ 2007 SE Ash St. I (E)2M-9 V 23 V (E)2M- 19 0I IDF - Portland OR 97214 25 EMERG SHOWER - www.mfia-eng.com I' 1O (E)2M- 13 - - E 2M-8 % I 23-A — _ g' 503-234-0548 I iti , , T- .. ---7- ___.-----(Tv_ cm led 5 im T 11111111 1111 --)%L-7IJ0 o _ I e . o up .. 1� W_— _ _ 1 I ,II TYP© TYP Q — r j ❑� ❑� ID El ❑� — EXTEND (E) IDF CIRCUIT(S) `'F �� !` �� !� TO NEW LOCATION + 1 �� 31;1 [- . 411 Rtqo — TYPO (E)2M-7 $97- 3 r-----_____ ,� � ' 1 — SCIENCE / I *� SCIE CE 1 f SCIENCE ----' :=am CLASS'00M --I -�-- CLASSROOM ilii — CLASSROOM `� I _ _-_ sip 2. 1 ��3 +� _ (E) CLASSRM C 24 C 29 it. 34 (E)2M-6 0 05 �a _ ��0 PROFS 1;;IC ISA___It) © D v s s,O (E)4M 6 O ;.`� �° - SCD cNc 1 lv,<F,p ay971 OF1 3,1 I a -I !II �_� 16,597 r Li I ) , T { )4 -5- 0 (E)4M-4 (E),..r.....iii______..M- 7 / ' T— •Fl , to 1 l a Fl a,! 1 _u d 6 — ..._ 6 ) OREGON ' U1 I ; A � : I� ; ; A : � ( )2M- �� v o�� a •°r 20, \t>, 1 -I - (E)2M-5 4 IIIIIIIIIIIIIIIIII I I I I I I I I I I 1 I I I I I I LI "r E, ` 4 \-(E)2M (E)4M I EXPIRES 12-31-2017 4 01 FIRST FLOOR - POWER - SCIENCEC_-7_D 4 1/8" = 1'-O" C 0 CZ 0 C If I I I _ I - ��'tr 421 J 9 #10 OC (E)2B-24 11 }{_ TYPO ;' (E)2BA-25 ,i- if` ; MAKERSPACE (E)2B-9 (_A_24 EF-42B • 0 STORAGE II 0 ', L „ ECHNOLOG' ,� 8 I 42J 0 ,,o ,' „a -' 42E I #10 E)2B-25 • gi n9 (E)2B- 4 0 9 9 4� II V KEYED NOTES : 1..._ l� - - in 3 io PROVIDE RUBBER ISOLATION PADS BETWEEN EXISTING TRANSFORMER AND TYP 0 - 0 (E)2B-23 11 i _ (E)2BA- '(,E)2BA-422 ! 3 .t ITS SUPPORT FRAME TO REDUCE VIBRATION/NOISE. ten- (E)2B- 11 - 011 (E)2BA-23 CLG / CLG 0 -C3 CV O PROVIDE CEILING-MOUNTED CORD REEL. SHALL BE PULL DOWN OUTLET WITH r-_I 1LO 12 AWG CORD, SEISMICALLY BRACED. REELCRAFT LG3040 OR DISTRICT APPROVED �, , (E)2B-22 ;' 0 ” , 0 EQUAL. -.a o - 17 • , r4O CLG 411 CLG • ❑ U M 3o PROVIDE POWER POLE WITH DUPLEX RECEPTACLES AND TELE/DATA PROVISIONS (E)2B- 15 STEM/CTE _. - 913 (E)2BA- 15 -__ (n CV AS INDICATED. . ' 'OO' • I. OE)2BA- 1(1?° C110----) . 1 CV ® EXISTING 208Y/120V PANEL IS M1S-LABELED AS"4BA99". RELABEL AS"2BA99" I 42D (E)2B 10 (E)2B- 16 CLG CLG (E)2BA- 14 #10 Q CONNECT SOLATUBE DIMMER MODULE, 50VA-277V AND DIMMER SWITCH(ES). (E)4B-3 (E)2BA- 17 (E)2BA-27 iiIP 0 nil COORDINATE EXACT REQUIREMENTS WITH SUPPLIER. (E)2BA-21 la J� 1_ 0 © DISCONNECT EXISTING MOTOR ON MEZZANINE AND RECONNECT NEW THRU VFD. 7 U :(E)2BA- P© •• . z (E)2BA 28,30 2 cES COORDINATE WITH DIV 27 CONTRACTOR. STORAGE IRCULATOIL42C 007 PROVIDE RECEPTACLE FOR OWNER-FURNISHED PORTABLE DUST COLLECTOR, -, I • (E 2B- 13 42G (E}2B 12 42 ,� E 2BA- 12 N1_2) '�3HP, 208V-1PH (VERIFY WITH OWNER)_ - +.� +� ) n20 (E)2BA-13 `�' (E)2BA- . T I— r 11 - u (E)2BA- 16 ® PROVIDE RECEPTACLE FOR OWNER-FURNISHED LASER ENGRAVER. VERIFY I EXACT REQUIREMENTS WITH OWNER. T P© I / -- 4 G' ® % CD MOUNT RECEPTACLE HORIZONTALLY CENTERED VERTICALLY IN BACKSPLASH. I E)2BA- 11 I " X11 ) �0\\ (E)2B-2 o i D STE.: ICT (E)2B-wri 1 - I 2 (E)2B-7 1 • - • • 1 ® I CL CLG 2 (E)2BA- 19 (E)2BA 10 `2 a 42; I .pi) (E)2BA-8 - " ROBOTICS LA:ii I[I -'+❑ `�.. I TYPO CLG 1 42B 1 -_CLG • 11I► G`l ` ' -(E)2BA- 1A 1 3 4 TYPO .1 _ c� a '• CONNECT RELOCATED KILNS (3) 111 f=� N (E) 6 e r )2B-21 CLG (E)2BA 7 CLG p 0 (E)2B-4 ) ---jr) � r rI 11, \ ii - i T'I I (E) E)2BA 6 (E)2BA-4 I (.,,❑�1l '; ,,,0(E)2B-20 I—II J 1 5/4/2017 Addendum 1 (� ----K)KILN ROO (E)4B-4 ( )2BA-3 MARK DATE DESCRIPTION 38 (E)2B-5 (E)2B 3 E)2BA-9 ' II . (E)TB0 (E)26A 2 i j —1 (E) „ f► E7I ' ,IR I I� I I I I I Issued: 04/21/2017 ?VFDI , - EXTEND E IDF CIRCUITS Scale: 118° = `� IDF TO NEW /•CATION ELEC. ROOM r (E)2BA® (E)4B 38B (E)2B (E)TBA ASU-10 5o 1 izt 1 1F I - f A {E)2N REFERENCE ONL Copyright EarlyMFIA-9325 NOT APPROVED WITH THIS PERMIT (E}4NWork Permit Set 01 FIRST FLOOR - POWER - � 1T8STEM/MAKERSPACE FIRST FLOOR PLAN - SECTOR 2 & 5 - POWER 0 T E301 B N in 50 I 40 I 30 I 20 I 10 I 0 I 50 I 40 I 30 1 20 1 10 I 0 i p 6 6 30RA Ji , ., 1 . 7 -- 7 „ _ _i , , - Bora Architects, Inc. _ GENERAL NOTES _ 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 1 A. FOR VOICE/DATA OUTLETS PROVIDE A SINGLE GANG MUD RING WITH - A 1" CONDUIT FROM THE TOP OF THE MUD-RING TO ACCESSIBLE www.bora.co - CEILINGTHREAD SPACE.ON TERMINATEPLASTICBUSHING CONDUITFOR WITHCABLE ENDPROTECTION.CONNECTORSOUTLET AND - SHALL BEAT THE SAME HEIGHT AS ADJACENT POWER OUTLET AND M F IA Inc. Consulting — 1 LESS THAN 18" SEPARATION. COORDINATE WITH ELECTRICAL. En in eers = g r LB. COORDINATE ALL DEVICE LOCATIONS WITH LATEST ARCHITECTURAL2007 SE Ash St. , 4 :,___, INTERIOR ELEVATIONS TO VERIFY DEVICES WILL NOT BE Portland OR 97214 OBSTRUCTED. www.mfia-eng.com x503-234-0548 J 1= C. PROVIDE PULL STRING IN ALL CONDUITS FOR LATER USE. 5 f - 5 D. ALL PENETRATIONS THROUGH FIREWALLS WILL NEED FIRESTOP OF - THE APPROPRIATE RATING. = _ . . . . - _ _ , L. , - . _ . . , . -_- ,.4 - :_. SHEET NOTES — III •• , ' _ ��Eo PRo,�Es ' _ , ; ; •_ • t . : : . ., 1 PROVIDE 112" CONDUIT THROUGH HEADER FOR DOOR �c�`' �NGINEF,p s'I 1 _ , , _ ._ _ ; - ,_ . _, HARDWARE. COORDINATE LOCATION TO STUB CONDUIT OUT 16,567 II - - WITH DOOR HARDWARE INSTALLER. y 11 • . .. • -. , - OREGON IT/-* ' 2 ADDRESSABLE OUTPUT MODULE FROM FIRE ALARM PANEL �� TO RELEASE FIRE RATED DOOR. 'pa'FRY 20 1� � / 4 \ L. CON - T402 3 CEILING MOUNT DATA OUTLET FOR OWNER FURNISHED WIFI (EXPIRES 12-31-2017 l'' EQUIPMENT. 4 ( 14 — 1 1 . 4 VERIFY IF CONDUITS ARE PRESENT AFTER EXISTING DOORS C Ais ARE REMOVED, IF CONDUITS ARE NOT PRESENT PROVIDE MI F. CONDUITS PER NOTE 1 . , _.-- ii .4—i 1 } 71-1 11 5 DOOR RELEASE BUTTON AT RECEPTION DESK 'T301A' TO RELEASE DOOR LOCK BY OTHERS. CO 1 _ 1 0 _ f- 111 6 EXISTING DEVICE REMOVED DURING DEMO TO BE RE-INSTALLED. ^^,, IL] i i �/ _-, ° P-6 7 'AV' OUTLET IN RECESSED BOX, BOX SPECIFIED BYCC 1 411„ ELECTRICAL SEE "E-SERIES' FOR ALL ADDITIONAL 1INFORMATION. PROVIDE 1" CONDUIT FOR FUTURE LOW , VOLTAGE CABLING. 0 FR0 8 (6) PORT DATA PLACED ABOVE CEILING AT 132" A.F.F. lk � 1I1I1I1I1III1I1I111IIIIII1IIIIIIIII111111IIIIIIIIIIII114 A 9 PROVIDE DOME CAMERA, 3MP, NIGHT VISION, AND POE. U __.__.____ - _� i l _i I I ROUTE CATEGORY CABLING TO MDF, CAMERA WILL NOT �� I �ai I j - - 7 i i i Ir---- I - I CONNECT TO EXISTING CCTV SYSTEM. PELCO, PANASONIC, UN)U __ _ �' +� I CLINTON OR APPROVED EQUAL..rfr n, _ ip'_ -- _ �_ 3 U} W (E) CUST Lih I 1 I -1-:I ----- VP' - N - - - - I — ' .-I- I I 1 I 0 In ■ — !' ` I LI14 II N,. - �_ - 11 1 _ c6 N r :All Lea.. 7 1 1 O a CC -0 �l I; I �\ (E) FIRE ALARF�I P �/ REMO�E ANNUNCIATOI R L(� - 1 HEALT F#OGM ARECEPTION CIRC.. :',, . • ; RC1 i I I Q oo (T5 1 LI I' - • • , , il - Ma �l -N LL - • I (tr_. I 0 N'TOIL T'. � A • - . •, _ , _ � -- ` © VG�TIBU! �-- - j f;`b-7A ..-1: s j ® R - _ t. _c WAITING 6 OI 1 F J ( q 1 ' , .._../i;.• - I 1 °) 1 I - -kW- 2 5 2 I 1 _ AD IN � P 2 — 11�GORK OOM s • _ CONF•R-NCE - ;� D DLW18fD,,•Lrit _ I 1 I `-'-b� r0 1A 11111 1 — ; - 1 i'l - • , J o ,3 , 1 fI _ - - I g _ � Z I © ` 1 1 5/4/2017 Addendum 1 ® 17: C I (!.i f S s )1\--.1-j II MARK DATE DESCRIPTION A� S1 --0F - NC-fP !` i Issued: 04/21/2017 O-5 0-4 °-2 I FIRE ALARM BIDDING NOTE o ""J" 'M - - 7u' T 'a:. .;;LbL^''o H - FIRE ALARM AND DETECTION SYSTEM SHOWN ON Scale: 1/8" = 1'-0" __..) U-� I PLAN(S) ARE FOR DESIGN INTENT ONLY. THIS IS A UDEFERRED SUBMITTAL SYSTEM REQUIRING THE CONTRACTOR TO COMPLETE THE PERMIT READY ' DESIGN AND CALCULATIONS AS REQUIRED PER THE AUTHORITY HAVING JURISDICTION. VERIFY BUILDING OCCUPANCY TYPE AND OCCUPANT LOAD WITH oARCHITECTURAL PLANS. REFERENCE ONLY 1 Copyright MFIA-9325 I 1 ------- - - Early Work Permit Set NOT APPROVED WITH THIS PERMIT Q 01 FIRST FLOOR - TELCOM CEILING - FIRST FLOOR PLAN - op°; ADMINISTRATION SECTOR 1 - TELCOM - &i 118 = 1 -0 a; CEILINGr 0 T201 A CV 50 1 40 I 30 I 20 I 10 1 0 50 I 40 I 30 1 20 I 10 I 0 - p u 11 0 0 - L l'i , i _ 1 +132' ----. 4 I +1;.12"k. " 6 A1 , BORA + ____i__,-- 32 T401 2 +132" 6 " _ SCIENCE .J 1 r 1 CLASSR-DOM CE I I '" 1J SCIENCE y-`/1r I ' ' ' OOM 2 k ' +132" 30 (E) CLASSRM 2 I I O (�L�'�S$RG M 2 31 2 27 ) - - +132 ''\ r +72"4 f 32 +132" — I ` _ - Bora Architects Inc. T401 -, i T401 I - 1 GENERAL NOTES��'�� L �� .. !�� ES 720 SW Washington, Suite 800 ® c +132" Portland, Oregon 97205 l A. FOR VOICE/DATA OUTLETS PROVIDE A SINGLE GANG MUD-RING WITH 503.226.1575 cn 30 3 ;� I A 1" CONDUIT FROM THE TOP OF THE MUD-RING TO ACCESSIBLE r CEILING SPACE. TERMINATE CONDUIT WITH END CONNECTORS AND www.bora.co ,,,..,. r - _ Imo[_, __ " I THREAD ON PLASTIC BUSHING FOR CABLE PROTECTION. OUTLET — SI.ItIJI.�t - jj'STORAGE I _ - _ _ _ __ _ Jr, :- 1111 I k I i 111111111 SHALL BEAT THE SAME HEIGHT AS ADJACENT POWER OUTLET AND +132" -J' r - I xT LESS THAN 18" SEPARATION. COORDINATE WITH ELECTRICAL. MFIA Inc. Consulting I. 25-43 ' SCI`17 : _ y :o , o.0 I , . _ . 0 _ 25 _ s • _ B. COORDINATE ALL DEVICE LOCATIONS WITH LATEST ARCHITECTURAL Engineers 1 — s - o� O 4 ® INTERIOR ELEVATIONS TO VERIFY DEVICES WILL NOT BE 2007 SE Ash St. O , a ° : ; •o :::, ',:;::::.:° .�• OBSTRUCTED.4 -, . , , , .. . .. .. . . _ , ,_ _ . o 4 1 S ' I Csp 4I ! Portland OR 97214 \- P X -_-, P rr . . .• , www.mfia eng.com I � ;_ • _ , , 2 ___ - ti C. PROVIDE PULL STRING IN ALL CONDUITS FOR LATER USE. 503-234-0548 - , • ., cc- , - ' . 9‘ . \rir -- Q _ _ _ _ _ . ' D. ALL PENETRATIONS THROUGH FIREWALLS WILL NEED FIRESTOP OF �I +112"—+132" -'- r - - n • •• r THE APPROPRIATE RATING. 5 . lIII �- ' � • � Ilril� �1 III I (--1 IL Ft SCI NCEr-----) � _ _4--F T401 , + I 2 , CL�- 011�1 3; — L-J --.® o )..ioLo 0 0 0 �' ° SHEETNOTES o of aSO'TEC 5C E CE T401 5"'SRO"JM +132" CLASSOCIM +132 ' _ 1� 1 CEILING MOUNT DATA OUTLET FOR OWNER FURNISHED WIFI 0EQUIPMENT. 24 — 1 1 I - flrr_4v Lill �' 1r1 29 � - —,1 1 29 +1;�2 + 32' o I —�� 2 CEILING MOUNTED DATA OUTLET WITH 'AV' FOR PROJECTOR. � C;) - T401 -- _ 3 IP BASED CLOCK SPEAKER COMBO, SCHOOL STANDARD IS PART Jf ��' — -- NUMBER IPSWD-SM-IC. VERIFY ROUGH-IN �D PROF /1 K_J I o `_ o 0 _ _�' PRIOR TO INSTALLATION OF BACK BOX. HEIGHT WITH ARCHITECT ��`'��NGINEe�ssioti +132° +132" +132" -� -y �O _ C. - -t- _1 " 16,597 r 4 �� 1--/•.....e-A- ,--'-j h r I 7- 7 4 IP BASED CEILING SPEAKER, SCHOOL STANDARD IS IPSWS-SM-IC. / )-- --r ®- \\:).:EGO17) - - i - 5 4"x12" BASKET TRAY PLACED AT 120" TO BOTTOM COORDINATE ,pp, �� \, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( [ 1 1 1 1 1 1 1 1 1 1 WITH MECHANICAL DUCT WORK AND MODIFY HEIGHT AND se \\\\,,c,\,L. GOA MOUNTING TYPE AS NECESSARY. MODIFY AS NECESSARY FOR (EXPIRES 12-31-2017 A LIGHTS AND DUCTS. 4 C7) 4 01 FIRST FLOOR - TELCOM CEILING - 6 ROUTE CABLE TRAY APPROX. 36" FROM WALL, COORDINATE WITH CSCIENCE _ MECHANICAL TO NOT PLACE CABLE TRAY UNDER 'HVAC COILS'. C 1/8" = 1,-0" `V 0 c a) - — ---1 i I -�, -' '- r- - rf' ' Thr-- �' li CC �r. a _ , +132" +132" 0 ' ' _ TECHNOLOGY I . - _3/4"C.. = ' MAKERSPACE 0 - +132" I 42 E © STORAGE o _ Dei o CY .. 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VERIFY BUILDING SECTOR 2 & 5 - TELCOM OCCUPANCY TYPE AND OCCUPANT LOAD WITH r ARCHITECTURAL PLANS. - CEILING 0 T201 Bc.,4 in 50 I 40 1 30 I 20 I 10 I 0 I 50 I 40 1 30 I 20 I 10 I 0 r---- 1 1 1 r ii o I I , _ l I IML i - I �.�.-T-._...._., ._.. _.. ..... , -- i , i - ----- I IIV' I I I I I I I , I `�'J I I M i I i I J ` 1, i i i 4 i i I I I I I I I I I I 1 07„, 6 e C SCIENCE L 0 SCIENCE I> (E) CLASSRM SCIENCE CLASSROOM - CLASSROOM 31 6BORA CLASSROOM 0 27 1 30 (.4"-N.0 1 = O_ _I Bora Architects, Inc. I; I t l' 11 720 SW Washington, Suite 800 I -_+ _`+ Portland, Oregon 97205 -1i _--- -�- ---- C _3E I GENERAL NOTES 503.226.1575 www.bora.co } 1 _1] I ---- ---- u �- _ A. FOR VOICE/DATA OUTLETSPROVIDE ASINGLEGANG M D R NG WITH �u O O U - i - SCIENCE 1 v ' ) : .,i,.. : `11 i ��.� I I 1 1 1 1 1 1 I III 1 I I I A l" CONDUIT FROM THE TOP OF THE MUD-RING TO ACCESSIBLE tfr - 71 _ MFIA Inc. Consulting .F STORAGE \_ ABCEILING SPACE. TERMINATE CONDUIT WITH END CONNECTORS AND / VE COUNTER 1- I — THREAD ON PLASTIC BUSHING FOR CABLE PROTECTION. OUTLET Engineers 25-B —� SHALL BE AT THE SAME HEIGHT AS ADJACENT POWER OUTLET AND SCIENCE FLEX — LESS THAN 18" SEPARATION. COORDINATE WITH ELECTRICAL. 2007 SE Ash St. SCIENCE PREP 90 230 g El Portland OR 97214 B. COORDINATE ALL DEVICE LOCATIONS WITH LATEST ARCHITECTURAL www.mfia-eng.com 25 IDFIOW / INTERIOR ELEVATIONS TO VERIFY DEVICES WILL NOT BE 503-234-0548 SCIENCE FLEX ® 23 A OBSTRUCTED. I i•• A\ IAV] L 23 I �' - �" --��-1\L— - - - '�' j C. PROVIDE PULL STRING IN ALL CONDUITS FOR LATER USE. 5 __} (� , (� �-r �I� I I I I I I I I I I I I I ..11),‘'' _ LJ O D. ALL PENETRATIONS THROUGH FIREWALLS WILL NEED FIRESTOP OF SCIENCE ---- ---- SCIENCE _ ► THE APPROPRIATE RATING. 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C4 a e- . 100' - 0" !EXPIRES 12-31-2017 NOTIFIER AFP-400 4 FIRE ALARM PANEL 4 TO REMAIN C CCTV EQUIPMENT 0 TO BE RELOCATED COORDINATE AND SCHEDULE WITH TTSD .I.+ CZ (4 COUNSELING EXISTING FIRE ALARM 4' 1/4" = 1'-0" 0 — W CC 0 0 0 U) U 3 3 _13) 0 N p O U 2 cr) 5 Cy) c _N 03 d7 TO 0 CC coO LO p_ CO (Li N F- off t\ E 2 2 in M U IC: M 1 5/4/2017 Addendum 1 MARK DATE DESCRIPTION il . II Issued: 04/21/2017 Scale: 1/4" = 1'-0" REFERENCE ONLY 1 NOT APPROVED WITH THIS PETIT Copyright MFIA-9325 I Early Work Permit Set Q TELCOM ELEVATIONS co Ln Cei VTT ^/ 1 - T T4O2 N ,_ l_C? 50 I 40 I 30 1 20 I 10 I 0 I