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BU P2019 -00076 1 50 I 40 I 30 1 20 I 10 1 0 J.._. RECEIVED APR - 12019 CITY OF T1GARD BUILDING DIVISION 6 b BORA Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503,226.1575 www.bora-co - .17-- .m. - ..r, -:-.:, 7:,,,' ' - ' • e''''.11146. : _ k• F+• x ,, • -, -4. A , . .. __ F „... 4, s '`''' - 10 ii ilk 5 _ - )1'0 ;•.111'0' 10, _ ..;i-s. .. My jot - 5 • 11 IP i i 1FIN :4- rillir • " "74 _.7easootaiiiikw.4.3_,..,_.: • M .e • 1 o Vek 10 > 41414 1 * ,, ..i ,. • i 11 dor. �a -5} eagle- -.. ' 1. .. r _ .,`46` .. - ” -' - : ''--- `:41:11111111 - 4-414 • • ` :, fig.} - - ¢ y4, .r_ I. 741: •l` dt. P h • i ` �, ' # iiiiAIPA;ilk '4,I,', it_ — -- : 1 : ,,, „;- . ..,_ i — Ate' • 1 A/4 of , ' - Igkilik, . _ ami; ,t _ r fir- .1.. ,i^"' " ` � Ill's JOHN Ai. 0' OOLE ac r • ,. +� I. } _. 1",,,,, _. ;,�,,.YI• •41 P. ,_ Ids - 9. ``- •'�.,•� P .. - f '' . , , . , itiww, t'll r17-11,.'-,..'. 1a lir t .., , � 4• `T ,� �. 1 I... . 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' iL _.44- 47. 4 %kJ . - - . :ithiggif#: OFFICE COPY OFFICE COPY M A RY W 0 0 D WA R D ELEM E N TA RY CITY OF TIG��D MARK DATE DESCRIPTION Approved by Planning Issued: 12/21/2018 SPECIAL• I'NSPECT`ON PEQIJiAEfl N ! /l9 — Sta#e of„,., r Stluctt�iral S ciadty Code Date: / Initials: �'`J Scale: Concrete and Reinforcing :on/ 201 9 RENOVATION ,.i;, Sults inat�}ffec!in Concrete ❑ Speciaf +loment.Resistlr-g Concrete Frame ❑ Reinfarcin Steal& Pre tres,.ing Steel Tendons - Structural Welding High-Strox+�-s;;l Bolting OFFICE COPY Copyright 16015 ❑ Structuralasonry 1 ❑ Rei, on Gsurn concrete DEFERRED BID/PERMIT SET t Fire Sprinkler 'y Insulating Concrete F;II Fire Alarm �_ CITY OF TTGARD ❑ SpraylSst^fied 1 ,re ge,Eskive Materials ! Mechanical �_ REA?'IE'C 'E FOR CODE COMPLIANCE j Plumbing ,,gyp roved: I COVER 0 Pilings, Driller'Piors and Caissons € Electrical - N 0 Shotcrete 'tC. russ Engineering �� i . Shop Drawings Permit#i ,/,•)n 1 ;1�- n C) 7 6 N ❑ Specie#Brading, Excavation and Riling Other 0CD Smoke-Control Address: J.a.3, S -, ( c e_r c- j`T Suite #: 0 Other InspectionsCS1 • D 'y By; Date: �j_lp_ 1 q 50 I 40 I 30 I 20 I 10 I - 0 1 50 I 40 I 30 1 20 I 10 1 0 SHEET INDEX: Sheet Number Sheet Name Sheet Number Sheet Name GENERAL PLUMBING CS1.D COVER P111.D PLUMBING DEMO PLAN 0001.D SHEET INDEX& NOTES P121.D PLUMBING PLAN G101.0 WOODWARD CODE ANALYSIS PLAN P200.D OVERALL PLUMBING PLAN 6 P600.D PLUMBING LEGENDS AND SCHEDULES 6 BORA STRUCTURAL S100.D GENERAL STRUCTURAL NOTES AND SHEET INDEX MECHANICAL S101.D SPECIAL INSPECTIONS M111 D MECHANICAL DEMO PLAN 5102.D TYPICAL DETAILS M121 D MECHANICAL PLAN S201.D PARTIAL FOUNDATION PLAN M131.D MECHANICAL ROOF PLAN S202.D PARTIAL ROOF FRAMING PLAN M200.D OVERALL MECHANICAL PLAN -ALTERNATES S400.D DETAILS M500.D MECHANICAL CONTROLS Bora Architects, Inc. M600.D MECHANICAL LEGENDS AND SCHEDULES 720 SW Washington, Suite 800 ARCHITECTURAL M601.D MECHANICAL LEGENDS AND SCHEDULES Portland, Oregon 97205 AD111.D DEMOLITION PLAN - ENTRY/ADMIN AD131.D DEMOLITION RCP- ENTRY/ADMIN ELECTRICAL 503.226.1575 A001 ARCHITECTURAL ABBREVIATIONS, SYMBOLS& NOTES E100D ELECTRICAL COVER SHEET A002 BD WALL ASSEMBLIES& DETAILS/CEILING ASSEMBLIES E101 ID FLOOR PLAN - ELECTRICAL DEMO www.bora.co - A101.D FIRST FLOOR PLAN E201 D FLOOR PLAN -LIGHTING A102.D ROOF PLAN E300 D OVERALL FLOOR PLANS- POWER A111.13 FLOOR PLAN - ENTRY/ADMIN E301.0 FLOOR PLAN - POWER A131.D REFLECTED CEILING PLAN - ENTRY/ADMIN A201.D EXTERIOR ELEVATIONS & PARTIAL SECTIONS TELECOMMUNICATIONS A251.D INTERIOR ELEVATIONS T000.D TELECOM COVER SHEET A451.D HEALTH ROOM TOILET PLANS & ELEVATIONS T101.D FLOOR PLAN -TELCOM DEMO A452.D TOILET PLANS & ELEVATIONS T201 D FLOOR PLAN -TELECOM -CEILING A511 DOOR & RELITE DETAILS T300 D OVERALL FLOOR PLAN -TELECOM A514 WINDOW DETAILS T301.D FLOOR PLAN -TELCOM A515 ROOF DETAILS A591 CASEWORK DETAILS A601.D DOOR &SIGNAGE SCHEDULES 5 5 PROJECT TEAM: - - CLIENT: STRUCTURAL ENGINEER: 1 TIGARD-TUALATIN SCHOOL DISTRICT NISHKIAN DEAN JOHN W, 0' DOLE Superintendent Sue Rieke-Smith Robert Aman, PE, SE 6960 SW Sandburd St. 1022 SW Salmon St Suite 300 • ' Tigard, OR 97223 Portland. OR 97205 tikPOR ND, OREGON 503-445-8687 rob.aman@nishkian.com VAs 3529 OF pg OWNER'S REPRESENTATIVE: MECHANICAL & PLUMBING ENGINEER: 4 DAY CPM SERVICES, LLC MFIA, INC. 4 Debbie Pearson Takako Baker. PE }o Sr. Program Manager 2007 SE Ash Street 0 - O ai, co 503-969-5454 debbie.pearson@otak.com Portland, OR 97214 • N 503-234-0548 takako.baker@mfia-eng.com C!) 2 Juliet Jacobsen + o 'Project Coordinator + Cr)Cr 503-984-6801 juliet.jacobsen@otak.com ELECTRICAL ENGINEER: Cl) a c o •_ EN MFIA, INC. C CO Li N CO ARCHITECT: Robert L. Connell, PE 2007 SE Ash Street BORA ARCHITECTS, INC. Portland, OR 97214 m 503-234-0548 robert connelt@mfia-eng.com O Principal in Charge: John O'Toole, AIA otoolej@bora.co " . O Design Principal: Christopher Linn, AIA TELECOM LOW VOLTAGE: linn@bora co MFIA, INC. Project Architect: Mark Schopmeyer, AIA Gary Adovnik schopmeyer@bora.co 2007 SE Ash StreetCill) Portland, OR 97214 Specifications: Mike Manzi, RA, CSI. CDT 503-234-0548 gary.adovnik@mfia-eng.com Manzi@bora.co • Project Team: Eve Fagenstrom. AIA COST ESTIMATOR: •i fagenstrom@bora.co ACC COST CONSULTANTS, LLC CD Kayce Joyce. IIDA 3 Joyce@bora.co Terrance Walton 8060 SW Pfaffle Street Suite 110 3 Conor Sass Tigard, Oregon 97223 Sass@bora.co 503-718-0075 terryw@archcost.com M F I CaI VICINITY MAP: •i _ T • ..:.,...7:40.1'.4. - F _4_1,1 :7.,i...:.11,4.,.' .,..1.,:t 4.:, ., , '7:4:: 1411.,t-1 .irr.. II' .':„.--... ..t: , .7. l': 1. . ' :'1. . _:a '''. 1-,1.,' 'niii:.-1, ::11.. I: • 2 ,41:.1i:p.,i .4",_..'1.4t:::'.11:..t.ositij... .., 7t. ': 2 0. r y -. . ,.7:..- 1 i'''. . t s l[ "fir �i 1 k - , c k -- _ „S ;. A ••! t etr , ,. , , . v. 10. .1 bb.,. ' . { 4 _'e�,'f; . • MARK DATE ISSUED TO DESCRIPTION jEr.tet- tri iPP r,.. • ,,,,:: - . , ...-,. , i,,,t4., , . ,. . j. �1 _ �.- Issued: 12/21/2018 V • Y -•- Y / ` • s' - I. 4 Scale: 12" = 1 _0 11 0. ;. - - ani .r -• - ' ; a YS - �. -_ _ • 1 ,tet -� .... _ - •- ' .. • {, 4 : p 4� 11 f L i ".. ,.-'4.-.4'44, :. orio::.-, .f:- Copyright 1 601 5 _ -�. .. .. - - 4:::•;,:::11, ` BID/PERMIT SET `" x ' • SHEET INDEX & NOTES '., f dki ter, r f -P,NU .S a..-.. #Y t % i � .44;-'1Sw W s` ' 1 50 I 40 I 30 I 20 I 10 1 0 50 I 40 1 30 I 20 I 10 I 0 CODE INFORMATION: PROJECT DESCRIPTION APPLICABLE CODES & STANDARDS MARY WOODWARD ELEMENTARY SCHOOL WAS BUILT IN 1978. THE GYM/MUSIC ALLOWABLE FLOOR AREA AREA, ENTRY CANOPY AND THE SOUTHWEST CLASSROOMS WERE ADDED IN 1988. 2014 OREGON STRUCTURAL SPECIALTY CODE (2012 IBC WITH AMENDMENTS) THIS PROJECT INCLUDES A 3:850 SF RENOVATION AND A SEISMIC UPGRADE ADD 2014 OREGON MECHANICAL SPECIALTY CODE (2012 IMC WITH AMENDMENTS) ALLOWABLE AREA PER 1997 UBC ALTERNATE. THE RENOVATION INCLUDES MOVING THE MAIN OFFICE AND 2014 OREGON PLUMBING SPECIALTY CODE (2012 IPC WITH AMENDMENTS) STORYADMINISTRATION FUNCTIONS TO BE ADJACENT TO THE MAIN ENTRY, ADDING A BASE ALLOWABLE PER CONSTRUCTION TYPE V-B 9,10D EXIT& EXIT ACCESS: SECURE VESTIBULE, PLACING ONE CLASSROOM WHERE THE EXISTING 2014 OREGON ELECTRICALCSPECIALTY CODE (2012 NEC WITH AMENDMENTS) THE REMODEL WORK WITHIN THIS SET OF DOCUMENTS DOES NOT CHANGE THE ADMINISTRATION ROOMS ARE AND A MINOR REMODEL TO THE EXISTING 2014 OREGON FIRE CODE FRONTAGE INCREASE (§ 505.1): 9,100 X 1.00 = 9,100 US ADAAG ACCESSIBILITY GUIDELINES EXITING OF THE BUILDING. REMODELED AREAS DO NOT CHANGE THE OCCUPANCY RECEPTION AND OFFICE AREA TO FUNCTION AS COUNSELING ROOMS, PLUS TILE SPRINKLER SYSTEM INCREASE (§ 505.3 (9,100 + 9,100) X 3= 54.600 SF TYPE AND IN EFFECT DO NOT CHANGE THE ORIGINAL OCCUPANT LOAD. EXISTING FINISH REPLACEMENT AT THREE EXISTING TOILET ROOMS 6 BORAV ACTUAL BUILDING AREA PER STORY (TYPE V-B) TOTAL EXITS ARE MAINTAINED THROUGH OUT THE BUILDING. OCCUPANCY(CHAPTER 3) ZONE A 50,724 SF MAXIMUM COMMON PATH OF TRAVEL(§ 1014): BUILDING CLASSIFICATION: ZONE B GYM 8,098 SF 75'-0" (W/SPRINKLERS) EDUCATIONAL EXIT ACCESS TRAVEL DISTANCE (§ 1016): ASSEMBLY A-3 A. E OCC. 250'-0" (WI SPRINKLERS) BUSINESS B FIRE RESISTIVE REQUIREMENTS (TABLE 601) DEAD END CORRIDOR {§ 101$) EDUCATIONAL Bora Architects, Inc. TYPE V-B MAX LENGTH 50'-0" NOTES: PRIMARY STRUCTURAL FRAME: 0 HRS 720 SW Washington, Suite 800 1: A/E - OCCUPANCY SEPARATION NOT REQUIRED (TABLE 508.4) BEARING WALLS - EXTERIOR: D HRS Portland, Oregon 97205 2. SEPARATION BETWEEN NE & B IS NOT REQUIRED BY SECTION 508.2. THE BEARING WALLS - INTERIOR: 0 HRS CODE LEGEND 503.226.1575 ADMINISTRATION B OCCUPANCY IS LESS THAN 10% OF THE BUILDING AREA AND NONBEARING WALLS & PARTITIONS - EXTERIOR: 0 HRS IS ACCESSORY TO THE EDUCATION OCCUPANCY. NONBEARING WALLS & PARTITIONS - INTERIOR: 0 HRS FLOORS AND FLOOR/CEILINGS: 0 HRS www.bora.co ROOM/OCCUPANCY LABEL ROOFS AND ROOF/CEILINGS: 0 HRS CONSTRUCTION TYPE (CHAPTER 6) OCCUPIED AREA TYPE V-B p OFFICE -- ROOM NAME I 170 SF B -- OCCUPANCY CLASSIFICATION NOTE: SOME SPACES MAY BUILDING HEIGHT (TABLE 503) I 15 SF 12 • OCCUPANT LOAD NOT UTILIZE ALL ASPECTS ALLOWABLE ACTUAL OCCUPANT LOAD FACTOR OF THE TAG. HEIGHT ABOVE GRADE PLANE (TYPE V-B): 40'-0" 22'-0" STORIES ABOVE GRADE PLANE (TYPE V-B): 1 STORY 1 STORY BUILDING EXIT SYMBOL 5 I 5 Emi) --- EXISTING EXIT (CAPACITY UNCHANGED) CLASSROOM CLASSROOM CLASSROOM CLASSROOM EXIT SIGNAGE SYMBOLS 18 19 20 21 Ir i 1116) C "� C 7. lC - JOHN W. O'TOOLE CLASSROOM CLASSROOM CLASSROOM CLASSROOM • 17 25 24 22 CLASSROOM — CLASSROOMtik POR D, OREGON 11 12 3529 . � OF 0 1 I , ATRIUM 0 P 2 2 N CLASSROOM 27 • -a �, �. C CLASSROOM CLASSROOMti— CLASSROOM • p l'71 c ulua CO Y a CLASSROOM B .05 cm r 16 26 23 EL,°��Y B G LT T 0 G mmi...)-- 11 - — - 1 •11o - 0 • CLASSROOM ATRIUMNEC OFFICE Cr)LIBRARY 29 � � ._ CLASSROOM ACTIVITY ROOM Cu: OFFICE 30 31 ri 39 ILII E OCCUPANCY ZONE A �' L_______ J T I T •_ �� 50,724 SQ. FT. r -. _ CO CLASSROOM CLASSROOM 3 RESOURCE ROOM 3 CO L 15 SF 29 B7 SF A3 OCCUPANCY ZONE B f� CONE. RM CLASSROOM 8,098 SQ. FT. 279 SF B I 820 S E___) L '' , 15 SF 20 20•FL 44 CLASSROOM rr `� 32 - GYM WORKROOM r I -BOYS ___ -_ -_ . __,.._-.�__ x351 SF B l — I COUNSELING G�ODFF1 E JANiT+ `~ B G - -- G CO 100 SF a W-T4B yy \.. I H i t A _ -1R � • r 1 I � . I - - + I ? CLASSROOM i _,.,- ,-.. , 1 LOBBY - 6 BOYS / GIRLS w EXIT -- .__.. - _ W-T7B W-T7G I - - - - 1 •,-' I r S1F SRI - VESTIBULE L i Tel T _ h 1 ' r MUSIC G B STORAGE i _ a. '�1 CAFETERIA t - -- II a CLASSROOM HEALTH RM � ' - KI CH T E CLASSROOM f166 SF B T—. 'ai' . 5 ,- 100 SF 2- I; \ D 0 . ..,...4,_, .__, __,... _, __ :. 2 CLASSROOM C D189 / 7— ---) L A _.-.-] C_�. 1 .._ -- l L,, C_ PRINCIPAL RECEPTION/ADMIN u \ J� 1164 SF B 1 l 587 SF B ` [1 i 100 SF 2 100 SF1 7 It' r 11•. +I r MARK DATE DESCRIPTION 0.: \ qJ i . . Issued: 12/21/2018 Scale: As indicated i, D U J U U '' NOT IN SCOPE e C 0 Copyright 16015 1 1 BID/PERMIT SET N N WOODWARD CODE ANALYSIS PLAN N c 01 FIRST FLOOR CODE ANALYSIS PLAN E r 1/16" = 1'-0" N :4 G1 01 • D1- 1 50 I 40 I 30 1 20 1 10 I 0 50 I 40 I 30 I 20I 10 I 0L GENERAL LUMBER FRAMING 1. THESE GENERAL NOTES APPLY, UNLESS SPECIFICALLY NOTED OTHERWISE. STRUCTURAL STEEL STRUCTURAL DRAWING INDEX-WOODWARD 2. ALL CONSTRUCTION,TESTING AND INSPECTING SHALL CONFORM TO THE BUILDING CODE REFERENCED 1. FRAMING LUMBER GRADES:WWPA GRADING RULES. STRESS VALUES SHOWN ARE BASE MEMBER• 1. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC UNDER THE HEADING"DESIGN CRITERIA". VALUES: SPECIFICATIONS. ISSUED FOR: DRAWING LIST 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION, UNLESS OTHERWISE NOTED. A. 2x4 STUDS (NON BEARING PARTITIONS)CONST. GRADE, D.FIR/LARCH, S.DRY, Fb=1000. 2. ALL WELDING SHALL CONFORM TO CURRENT AMERICAN WELDING SOCIETY STANDARDS AND TO BE B. STRUCTURAL LIGHT FRAMING No. 2, D.FIR/LARCH, S.DRY, Fb=900. PERFORMED BY CERTIFIED WELDERS. co 4. THEP NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND C. STRUCTURAL JOISTS&PLANKS(INCLUDES 2x6&2x8 STUDS)No.2, D.FIR/LARCH, S.DRY, Fb=900. E, TYPICAL DETAILS. 3. STEEL GRADES: 5. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE REFERENCED IN D. 3x&4x MEMBERS No. 1, D.FIR/LARCH, S.GRN, Fb=1000. A. W SHAPES: ASTM A 992. cy BORA EVERY INSTANCE. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE E. POSTS&TIMBERS No. 1, D.FIR/LARCH, S.GRN, Fb=1200. B. PLATES, OTHER SHAPES AND RODS: ASTM A 36. oj SHOWN. 2. PRESSURE TREATED LUMBER: ,-- G. HOLLOW STRUCTURAL SECTIONS(HSS): ASTM A 500, GRADE B. ' 6. FOR REMODEL, UPGRADE PROJECTS CHANGE THIS SECTION TO READ)THE EXISTING CONDITIONS A. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER AND D. PIPE: ASTM A 53,GRADE B. i- - SHOWN IN THESE DRAWINGS ARE BASED ON AVAILABLE BUILDING DOCUMENTS AND/OR FIELD SUBJECT TO DECAY SHALL BE PRESSURE TREATED DOUGLAS FIR-LARCH WITH ACQ OR A2CA E. BOLTS: OBSERVATIONS. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IF THE EXISTING TREATMENT PER THE CURRENT AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS.ALL 1.) ASTM A 325N FOR STEEL TO STEEL-STEEL CONNECTIONS. }- CONDITIONS ARE NOT AS SHOWN IN THESE DOCUMENTS PRIOR TO PROCEEDING WITHTHE WORK. FASTENERS CONNECTING TREATED LUMBER SHALL BE HOT-DIP GALVANIZED OR STAINLESS STEEL. 2.) ASTM A 307 FOR WOOD CONNECTIONS,A STANDARD WASHER IS REQUIRED UNDER BOLT HEAD w 7. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS 3. GLUE LAMINATED MEMBERS: OR NUT BEARING ON WOOD. SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE A. BEAMS: SPECIES= DOUGLAS FIR-LARCH Fb=2400 PSI ,COMB 24F-V8 CAMBER=SPAN/400, EXCEPT F. ANCHOR BOLTS: ASTM F 1554, GRADE 36. n,Q 6 Bora Architects, Inc. AS NOTED. NO CAMBER IS REQUIRED IN BEAMS WITH SPAN LESS WITH THAN 20'-0" 4. ALL WELDING ELECTRODES SHALL BE E70XX, UNLESS OTHERWISE NOTED. m PROCEEDINGTOAWITH THE WORK. B. COLUMNS: Fc=2300 PSI, Fb=2000 PSI, COMB 3. A. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION, UNO. X 5100.1) GENERAL NOTES AND SHEET INDEX 720 SW Washington, Suite 800 8. REFER , DRAINS, CURBS,BPADS,L PLANS FOR FINISH FLOOR ELEVATIONS,-BENG RTTR DEPRESSIONS, OPENINGS, C. MEMBERS SHALL BE FABRICATED WITH WATERPROOF ADHESIVE. Portland SLOPES, EMBEDDED ITEMS, NON-BEARING PARTITIONS, STAIR HANGERS, ETC. B. ALL FILLET WELDS SHALL BE PER AISC. MINIMUM SIZES ARE BASED ON THICKNESS OF MATERIALS X S101.D SPECIAL INSPECTIONS , Oregon 97205 REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVES, OPENINGS,AND HANGERS FOR PIPES, D. MEMBERS SHALL BE MANUFACTURED PER ANSI Al 90.1-CURRENT EDITION. JOINED, UNO. X 5102.1) TYPICAL DETAILS } 503.226.1575 DUCTS,AND EQUIPMENT. COORDINATE THESE ITEMS WITH STRUCTURAL WORK. 4. ENGINEERED COMPOSITE LUMBER: 5. STEEL BEAMS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS OR GRID LINES, UNO j 9. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. A. LAMINATED STRAND LUMBER(LSL): 6. ALL DETAILS ARE TYPICAL. FOR CONDITIONS NOT SPECIFICALLY SHOWN, CONTRACTOR SHALL APPLY X 5201.1) PARTIAL FOUNDATION PLAN 10. DURING THE CONSTRUCTION PERIOD,THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF 1.) SIZES SHOWN ARE AS MANUFACTURED BY WEYERHAEUSER. MATERIALS, FABRICATION, HANDLING SIMILAR CONCEPT OR INTENT TO DETAIL THOSE CONDITIONS AND SUBMIT FOR REVIEW AND APPROVAL. X 5202.1) PARTIAL ROOF FRAMING PLAN WWW.bora.co AND INSTALLATION SHALL BE PER ICC ESR 1387 AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALL PROVIDE 7. BOLT HOLES SHALL BE NO MORE THAN 1/16"OVERSIZE, UNLESS OTHERWISE NOTED. X � S400.D DETAILS ((��''�� 2.) MODULUS OF ELASTICITY: E= 1550 KSI BEAM/1000 RIM. 8. ALL STEEL EXPOSED TO THE WEATHER SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. TOTAL SHEETS LN a a o a a ADEQUATE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE,AND LOCALg SAFETY ORDINANCES. 3.) BENDING STRENGTH: Fb=2325 PSI BEAM/1300 RIM. 9. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT FABRICATION ERRORS WITHOUT THE 11. THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. 4.) SHEAR STRENGTH: Fv= 525 PSI BEAM/395 RIM. APPROVAL OF THE STRUCTURAL ENGINEER. THE METHODS, PROCEDURES,AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE 5. STRUCTURAL SHEATHING: 10. NON-SHRINK GROUT IS REQUIRED UNDER ALL BASE PLATES. GROUT SHALL COMPLY WITH ASTM C 1107 DEAN CONTRACTOR.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE A. ALL PANELS TO BE PLYWOOD OF MINIMUM 5 PLY CONSTRUCTION. EACH PANEL SHALL BEAR THE GRADE A AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. QUALITY TRADEMARK STAMP OF THE"AMERICAN PLYWOOD ASSOCIATION".B. GRADES: CONSULTING AND 1.) WAA STRUCTURAL ENGINEERS LLS: •=111111111111 SINCE 1919 DESIGN CRITERIA a. 1/2","C-D", GROUP 1, SPAN INDEX 32/16, EXPOSURE 1. 1022 SW SALMON ON S 1022 SW STREET,SUITE 300 1. BUILDING CODE: C. MINIMUM NAILING REQUIREMENTS: TO:PORTLAND, ra RE Fax{503}273 5fi96 A. ALTERATIONS:OREGON STRUCTURAL SPECIALITY CODE(OSSC)2014 EDITION. 1.) NAIL SIZE: USE 0.148"DIAMETER x 2 1/4"GUN NAIL.AT STEEL STUD CONSTRUCTION: NE)3163)27 B. SEISMIC UPGRADE:ASCE 41-17 SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS, 2.) SPACING: SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS: 42.03 MODIFIED BY THE REQUIREMENTS OF THE OREGON SEISMIC RETROFIT GRANT PROGRAM. a. PANEL EDGES @ 6"OC. 2. RISK CATEGORY: III b. INTERIOR BEARINGS @ 12"OC. 11CTU c. GLUE LAM BEAMS&SHEAR COLLECTORS @ 6"OC. 'c� 3. AD. LOADS 3.) PROVIDE 2x SOLID BLOCKING AT PANEL EDGES OF WALL SHEATHING. ED PROF SELF WEIGHT OF STRUCTURE �t� I �i�� 4.) SHEATHING FASTENERS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. \5 N B. ALLOWANCES 5.) HD GALVANIZED NAILS SHALL BE USED WHEN NAILING TO PRESSURE TREATED MEMBERS. 1.) SPRINKLERS= 1.0 PSF 2.) MECHANICAL EQUIPMENT=50 PSF D. PANEL LAYOUT: 4 drc . 15,386 e � s 15,366 4. LIVE LOADS: 1.) LONG DIMENSION OF PANEL TO BE PERPENDICULAR TO FRAMING MEMBERS, EXCEPT ♦ ,.�v' A: FLOOR LIVE LOAD: PANELS AT WALLS MAYBE INSTALLED WITH LONG DIMENSION PARALLEL TO STUDS. I► N 5 OREGON 3.) CLASSROOMS: 50 PSF. 2.) END JOINTS IN ADJACENT RUNS SHALL BE STAGGERED 4 FEET. 3.) MINIMUM PANEL WIDTH SHALL BE 12". � y 4.) STAIRS, LOBBIES AND FIRST FLOOR CORRIDORS: 100 PSF. 4.) EDGES OF ALL PANELS LESS THAN 24"WIDE SHALL BE BACKED BY BLOCKING (2x4 MIN 5 O 3G N 5. SNOW LOAD: SIZE). N T. �� BA. DESIGN ROUN ROOF LOAD:L : 12 PSF 6. JOIST HANGERS AND FRAMING CONNECTORS: B. GROUND SNOWORTNCE C PSF A. DETAILS ARE SHOWN WITH SIMPSON"STRONG-TIE"CONNECTORS. NAILING SHALL BE PER ICC C. SNOW IMPORTANCE FACTOR: 1.1 RESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICC APPROVED LOADS. THE MAXIMUM GAP I EXPIRATION DATE: 12-31-19 E. THERMAL FACTOR: 1.0 E. DRIFTED SNOW: IN ACCORDANCE WITH ASCE 7 CHAPTER 7. BETWEEN END OF JOIST AND FACE OF SUPPORTING MEMBER SHALL BE 1/8".WHERE CONNECTION IS 6. WIND DESIGN DATA: NOT DETAILED, PROVIDE APPROPRIATE CONNECTOR PER MANUFACTURER'S RECOMMENDATION. I DIGITAL SIGNATURE: 12-19-18 I WIND EXPOSURE CATEGORY: B 1.). TOP FLANGE HANGERS AT I-JOISTS TO BE INSTALLED WITH 2 1/2"WIDE WEB STIFFENERS AND BASIC WIND SPEED:V= 130 MPH 3 SECOND GUST. WITH A MINIMUM OF(4)SIMPSON "N10" NAILS INSTALLED AT I-JOIST AND(4)"N10" NAILS INSTALLED 7. EARTHQUAKE DESIGN DATA(ALTERATIONS): TO FACE OF SUPPORTING MEMBER. SEISMIC IMPORTANCE FACTOR: I= 1.25 2.). ALL HANGERS TO BE SELECTED TO MATCH SIZE OF SUPPORTED MEMBER AND SHALL HAVE FULL SEISMIC DESIGN CATEGORY: D. NAILING AS SHOWN THE ICC REPORT. SITE CLASS: D 3.) PROVIDE SLOPED SEATS HANGERS FOR SLOPING I JOIST INSTALLATIONS. BASIC SEISMIC RESISTING SYSTEM: PLYWOOD SHEARWALLS C. SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND HAVE ICC APPROVED LOAD ABBREVIATIONS RESPONSE MODIFICATION FACTOR: R=6.5, Q o=2.5, Cd=4 CAPACITIES EQUAL TO OR GREATER THAN THE SIMPSON"STRONG-TIE"CONNECTORS. . SPECTRAL RESPONSE ACCELERATION: D. HD GALVANIZED NAILS SHALL BE USED WHEN NAILING TO PRESSURE TREATED MEMBERS 1.) SHORT PERIOD: Ss=0.964 E. SIMPSON HANGERS AT PRESURE TREATED MEMBERS SHALL HAVE ZMAX COATING6. STRUCTURAL AB ANCHOR BOLT JST JOIST 2.) 1 SECOND PERIOD: S1 =0.423 SHEATHING: ABV ABOVE JT JOINT DESIGN SPECTRAL RESPONSE ACCELERATION: A. ALL PANELS TO BE PLYWOOD OF MINIMUM 5 PLY CONSTRUCTION. EACH PANEL SHALL BEAR THE ADDM ADDENDUM 1.) SHORT PERIOD: Sds=0.716 QUALITY TRADEMARK STAMP OF THE"AMERICAN PLYWOOD ASSOCIATION". ALT ALTERNATE K KIP(S), 1000 POUNDS 2.) 1 SECOND PERIOD: Sdl =0.444 B. GRADES: ALUM ALUMINUM SEISMIC RESPONSE COEFFICIENT:Cs=0.138 1.) WALLS: AN ANCHOR LBS POUNDS DESIGN BASE SHEAR:V=Cs TIMES W(W=BUILDING SEISMIC DEAD LOAD). a. 1/2", "C-D", GROUP 1, SPAN INDEX 32/16, EXPOSURE 1. APPROX APPROXIMATE LH LEFT HAND ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE. C. MINIMUM NAILING REQUIREMENTS: ARCH ARCHITECTURAL IL LIVE LOAD 8. EARTHQUAKE DESIGN DATA(SEISMIC UPGRADE): 1.) NAIL SIZE: USE 0.148"DIAMETER x 2 1/4"GUN NAIL.AT STEEL STUD CONSTRUCTION: AVG AVERAGE LLH LONG LEG HORIZONTAL PERFORMANCE SAFETY OBJECTIVE: BASIC PERFORMANCE OBJECTIVE FOR EXISTING BUILDINGS 2.) SPACING: SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS: LLV LONG LEG VERTICAL (BPOE) a. PANEL EDGES @ 6"OC. B BOTTOM (REINF) LOC(S) LOCATION(S) STRUCTURAL AND NONSTRUCTURAL PERFORMANCE LEVEL: LIFE SAFETY b. INTERIOR BEARINGS @ 12"0C. BF BRACED FRAME LSL LAMINATED STRAND LUMBER LEVEL OF SEISMICITY: HIGH c. GLUE LAM BEAMS &SHEAR COLLECTORS @ 6"OC. BLDG BUILDING LVL LAMINATED VENEER LUMBER SPECTRAL RESPONSE ACCELERATION (BSE-1E): 3.) PROVIDE 2x SOLID BLOCKING AT PANEL EDGES OF WALL SHEATHING. BLKG BLOCKING LV LENGTH VARIES 1.) SHORT PERIOD: Ss=0.292 4.) SHEATHING FASTENERS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. BLW BELOW 4 2.) 1 SECOND PERIOD: S1 =0.110 5.) HD GALVANIZED NAILS SHALL BE USED WHEN NAILING TO PRESSURE TREATED MEMBERS. BM BEAM MAX MAXIMUM DESIGN SPECTRAL RESPONSE ACCELERATION (BSE-1E): D. PANEL LAYOUT: BO BOTTOM OF MECH MECHANICAL 4 1.) SHORT PERIOD: Sxs=0.537 1.) LONG DIMENSION OF PANEL TO BE PERPENDICULAR TO FRAMING MEMBERS, EXCEPT BOC BOTTOM OF CONCRETE MEZZ MEZZANINE p in PANELS AT WALLS MAYBE INSTALLED WITH LONG DIMENSION PARALLEL TO STUDS. BOD BOTTOM OF DECK MFR/MFG MANUFACTURER ..}J a - - 2.) 1 SECOND PERIOD: Sx1 =0.333 2.) END JOINTS IN ADJACENT RUNS SHALL BE STAGGERED 4 FEET. M • ANALYSIS PROCEDURE USED: LINEAR STATIC PROCEDURE 3.) MINIMUM PANEL WIDTH SHALL BE 12". BOF BOTTOM OF FRAMING MIN MINIMUM � y .2 6") BOS BOTTOM OF STEEL MISC MISCELLANEOUS 4.) EDGES OF ALL PANELS LESS THAN 24"WIDE SHALL BE BACKED BY BLOCKING(2x4 MIN BOT BOTTOM MO MASONRY OPENING ■` O e� Y rn LIGHT GAGE STEEL FRAMING SIZE). BRG BEARING MS METAL STUD O 1. ALL STUDS SHALL BE MANUFACTURED BY MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION 7. JOIST HANGERS AND FRAMING CONNECTORS: BRK BRICK MTL METAL COA CHICAGO, IL. A. DETAILS ARE SHOWN WITH SIMPSON "STRONG-TIE"CONNECTORS. NAILING SHALL BE PER ICC BTWN BETWEEN V♦ t` E u P (SSMA), THE MAXIMUM GAP FULL ICC APPROVED LOADS. 2. INSTALLATION SHALL COMPLY WITH ASTM C 1007 AND AIS!STANDARD: NORTH AMERICAN STANDARD FOR RESEARCH RECOMMENDATIONS TO ABZ BOUNDARY ZONE N/A NOT APPLICABLEM rn � W �}' COLD-FORMED STEEL FRAMING-GENERAL PROVISIONS. BETWEEN END OF JOIST AND FACE OF SUPPORTING MEMBER SHALL BE 1/8��.WHERE CONNECTION IS NIC NOT IN CONTRACT NOT DETAILED, PROVIDE APPROPRIATE CONNECTOR PER MANUFACTURER'S RECOMMENDATION. CFD CEMENT FIBER DECKING No NUMBER 0 A3. MATERIAL SHALL COMPLY WITH: 1.). TOP FLANGE HANGERS AT I-JOISTS TO BE INSTALLED WITH 2 1/2"WIDE WEB STIFFENERS AND CEP CAST IN PLACE NOM NOMINAL B. GRA A 33 OS. WITH A MINIMUM OF(4)SIMPSON"N10"NAILS INSTALLED AT I-JOIST AND(4)"N10"NAILS INSTALLED , CJ CONTROL JOINT NS NEAR SIDEIMINIIMINI C. GRADE FOR 33 AND. GRADE 50 FOR 54,68 AND MIL MATERIEL.D 97 MIL MATERIAL. TO FACE OF SUPPORTING MEMBER. CL CENTERLINE NTS NOT TO SCALE O C �" D. THE PHYSICAL AND STRUCTURAL PROPERTIES LISTED UNDER ICC ESR-4943P SHALL BE 2.). ALL HANGERS TO BE SELECTED TO MATCH SIZE OF SUPPORTED MEMBER AND SHALL HAVE FULL CLG CEILING (N) NEW CONSIDERED AS THE MINIMUM PERMITTED FOR ALL STRUCTURAL COLD-FORMED FRAMING AND NAILING AS SHOWN THE ICC REPORT. CLR CLEAR IMINIIIIII ASSOCIATED ACCESSORIES. 3.) PROVIDE SLOPED SEATS HANGERS FOR SLOPING 1 JOIST INSTALLATIONS. CMU CONCRETE MASONRY UNIT OC ON CENTER O C. SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND HAVE ICC APPROVED LOAD 4. FASTENERS: COL COLUMN OD OUTSIDE DIAMETER Q CONNECTIONS• SHALL BE MADE WITH SELF-DRILLING, SELF-TAPPING SHEET METAL SCREWS OR POWDER CAPACITIES EQUAL TO OR GREATER THAN THE S(MPSON"STRONG-TIE"CONNECTORS. CONC CONCRETE OF OUTSIDE FACE ACTUATED FASTENERS(PAF),AS SHOWN IN TYPICAL DETAILS. SCREW FASTENERS SHALL BE ORGANIC- D. HD GALVANIZED NAILS SHALL BE USED WHEN NAILING TO PRESSURE TREATED MEMBERS CONN CONNECTION OH OPPOSITE HAND0 POLYMER(CADMIUM WITH CHROMATE)COATED FORCORROSION RESISTANCE. HILTI"KWIKCOTE OR ELCO E. SIMPSON HANGERS AT PRESURE TREATED MEMBERS SHALL HAVE ZMAX COATING CONT CONTINUOUS OPNG OPENING "STALGARD". SCREW FASTENERS SHALL BE INSTALLED SO THAT PENETRATION OF THE SCREWS 8. SILL PLATES AND ANCHOR BOLTS: COOED COORDINATE OPP OPPOSITE Cii) THROUGH JOINED MATERIAL SHOULD NOT BE LESS THAN 3 EXPOSED THREADS AND ATA SPACING AND A. SILL PLATES SHALL BE DOUGLAS FIR/LARCH NO.2 AND PRESSURE TREATED. CP COMPLETE PENETRATION EDGE DISTANCE NOT LESS THAN 3 SCREW DIAMETERS. B. SILL PLATES ARE TO BEAR FULLY ON THE TOPS OF THE FOUNDATION WALLS AND/OR SLABS. THE CSJ 5. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS TOPS OF ALL FOUNDATION WALLS/SLABS SHALL BE SMOOTH AND LEVEL. THE TOPS OF CONSTRUCTION JOINT FOUNDATION WALLS/SLABS SHALL BE CONSIDERED LEVEL WHEN THE MAXIMUM DEVIATION FROM CSK COUNTER SINK C OR AS REQUIRED FOR AND ANGULAR FIT AGAINST ABUTTING MEMBERS. GRADE IS+1-1/8 INCH AND THE DEPRESSION BETWEEN HIGH SPOTS IS NOT GREATER THAN 1/8 CTR CENTER PAF POWDER ACTUATED FASTENERS 6. ALL FIELD CUTTING OF STUDS SHALL BE DONE BY SAWING OR SHEARING. PJ PANEL JOINT ■ INCH ALONG A 10 FOOT STRAIGHT EDGE. 7. SPLICES IN STUDS,JOISTS,OR OTHER MEMBERS ARE NOT PERMITTED. C. THE SPACING AND SIZE OF ANCHOR BOLTS SHALL BE AS SHOWN IN DETAILS. DBA DEFORMED BAR ANCHOR PL PLATE 4CO .1•0 D. LOCATE AN ANCHOR BOLT AT 6" MINIMUM TO 12" MAXIMUM FROM ENDS OF EACH PIECE. EACH DBL DOUBLE PLWD PLYWOOD POST-INSTALLED CONCRETE ANCHORS LENGTH OF PLATE TO HAVE A MINIMUM OF TWO ANCHOR BOLTS. DEMO DEMOLISH PNL PANEL 3 DF-L DOUGLAS FIR/LARCH PP PARTIAL PENETRATION 3 1. INSTALLATION HOLES FOR POST-INSTALLED ANCHORS SHALL BE DRILLED WITH A ROTARY HAMMER OR E. INSTALL EXTRA ANCHOR BOLTS AS REQUIRED,WHERE PLATE IS CUT OR NOTCHED. CO OTHER SUITABLE METHODS TO ENSURE THAT EXISTING REINFORCING IS NOT DAMAGED.ALL MISDRILLED F. SILL PLATES SHALL NOT BE DAPPED AT BOLT HEADS. D, DIA DIAMETER PSF POUNDS PER SQUARE FOOT DIAD DIAGONAL PSL PARALLEL STRAND LUMBER OR UNACCEPTABLE HOLES SHALL NOT BE USED AND GROUTED SOLID. G. PROVIDE 3x3x1/4 GALVANIZED OR STAINLESS STEEL PLATE WASHERS AT ALL ANCHOR BOLTS. DIAPH DIAPHRAGM PT POST TENSIONED/ 2. SPECIAL INSPECTION AND ANCHOR TESTING: PLATE WASHER SHALL EXTEND TO WITHIN 1/2"OF WALL SHTG. IF PLATE WASHER IS DIAGONALLY A. SPECIAL INSPECTION IS REQUIRED UNLESS NOTED OTHERWISE. SLOTTED, PROVIDE STANDARD CUT WASHER UNDER NUT. DIM DIMENSION PRESSURE TREATED DJ DOUBLE JOIST H 1) DRILL-BIT COMPLIANCE WITH ANSI B9412-1977. 9. FABRICATION OF TIMBER CONNECTORS: 2) CHECK HOLE DEPTH &CLEANLINESS, PRODUCT DESCRIPTION INCLUDING PRODUCT NAME, ROD A. FABRICATION SHALL BE IN ACCORDANCE WITH 2012 EDITION"NATIONAL DESIGN SPECIFICATION DL DEAD LOAD R, RAD RADIUS DIAMETER AND LENGTH. FOR WOOD CONSTRUCTION". DN DOWN REF REFERENCE 7.3 3) VERIFY EPDXY/ADHESIVE EXPIRATION DATE. 1.) A WASHER OR METAL PLATE SHALL BE PROVIDED BETWEEN THE WOOD AND THE BOLT DO DITTO (SAME) REINF REINFORCEMENT 4) VERIFY INSTALLATION AND IN-SERVICE TEMPERATURE REQUIREMENTS MEET MANUFACTURER'S HEAD AND/OR NUT. RETIGHTEN BOLTS BEFORE CLOSING IN. DP DEEP REQD REQUIRED CURRENT ICC REPORT REQUIREMENTS. 2.) BOLT HOLES SHALL BE 1/16" MAXIMUM OVERSIZE. DT DRAG TRUSS REV REVISION CO 5) CHECK ANCHOR INSTALLATION METHOD REQUIREMENTS WITH MANUFACTURER'S PUBLISHED 3.) LAG BOLTS: DTL DETAIL RH RIGHT HAND INSTRUCTIONS AND THE CURRENT ICC REPORT. a. LEAD HOLES SHALL BE DRILLED FOR LAG BOLTS: DWG DRAWING RO ROUGH OPENINGCD B. PERFORM PULL-OUT OR TORQUE TEST WHERE SPECIFICALLY NOTED IN DRAWINGS. SHANK PORTION=SHANK DIAMETER.THREADED PORTION =70%OF SHANK 3. ADHESIVE ANCHORS&REINFORCING STEEL DOWELS: INSTALLATION SHALL BE IN ACCORDANCE WITH DIAMETER. EA EACH SEE A GHITECTURAL DRAWINGS ■ -- CURRENT PRODUCT ICC REPORT. b. LAGS BOLTS SHALL BE INSTALLED USING A PROPER WRENCH. EB EXPANSION BOLT SCD SEE CIVIL DRAWINGS THE FOLLOWING EPDXIES ARE APPROVED: 10. BLOCKING I BRIDGING: EF EACH FACE SCH SCHEDULE 111.11111.•A. CONCRETE: DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT=8 DIAMETERS. A. PROVIDE FULL DEPTH SOLID BLOCKING BETWEEN JOISTS AND RAFTERS OVER SUPPORTS. EJ EXPANSION JOINT SECT SECTION 1) SET-XP EPDXY ADHESIVE AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR 2508 B. PROVIDE 2x SOLID BLOCKING BETWEEN STUDS AT MID HEIGHT IN WALLS OVER 8'-0"TALL. EL ELEVATION SF SQUARE FEET 2) HIT-RE 500 V3 AS MANUFACTURED BY HILTI, INC., ICC-ES ESR-3814. 11. NOTCHING AND DRILLING FRAMING MEMBERS: ELEV ELEVATOR SHT SHEET 3) PURE 110+AS MANUFACTURED BY POWERS FASTENERS, ICC-ES ESR-3298. A. THE CONTRACTOR IS CAUTIONED ABOUT THE DRILLING AND NOTCHING OF STUDS, PLATES, EN EDGE NAILING SHTG SHEATHING 4. EXPANSION ANCHORS: INSTALLATION SHALL BE IN ACCORDANCE WITH PRODUCT ICC REPORT. JOISTS, BEAMS, COLUMNS,AND OTHER FRAMING MEMBERS. EQ EQUAL SIM SIMILAR THE FOLLOWING ANCHORS ARE APPROVED: B. THE CONTRACTOR SHALL CONSULT WITH THE STRUCTURAL ENGINEER BEFORE NOTCHING OR EQUIP EQUIPMENT SL SNOW LOAD A. CONCRETE: DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT=8 DIAMETERS. DRILLING ANY FRAMING ES EACH SIDE SMD SEE MECHANICAL DRAWINGS 1) STRONG-BOLT AS MANUFACTURED BY SIMPSON STRONG-TIE, ICC-ES ESR 1771. MEMBERS WHERE NOT SPECIFICALLY DETAILED IN STRUCTURAL DRAWINGS. EW EACH WAY SOG SLAB ON GRADE 2) KWIK BOLT TZ AS MANUFACTURED BY HILTI INC., ICC-ES ESR 1917 12. NAILING SCHEDULE: (E), EXIST EXISTING SPECS SPECIFICATIONS 3)TRUBOLT+AS MANUFACTURED BY ITW-RAMSET/REDHEAD, ICC-ES ESR 2427 CONNECTION NAILING EXP EXPANSION SQ SQUARE 4) POWER-STUD+ SD1 AS MANUFACTURED BY POWERS FASTENERS, ICC-ES ESR-2818 JOIST TO SUPPORT-TOE NAIL3-8d EXT EXTERIOR SS STAINLESS STEEL ---_---_�-- • 5) POWER-STUD+ SD2 AS MANUFACTURED BY POWERS FASTENERS, ICC-ES ESR-2502 BRIDGING TO JOIST-TOE NAIL EACH END --- 6) POWER-STUD+ SD6 AS MANUFACTURED BY POWERS FASTENERS, ICC-ES ESR-3471 BLOCKING TO JOIST-TOE NAIL EACH END3-8d FDN FOUNDATION STGD STAGGERED 5. SCREW ANCHORS: INSTALLATION SHALL BE IN ACCORDANCE WITH CURRENT PRODUCT ICC REPORT. DIAMETER BLOCKING TO PLATE OR BEAM-TOE NAIL--------- 3- 12d FIN FINISH STL STEEL 2 AS NOTED IN DETAILS. MINIMUM EMBEDMENT=8 DIAMETERS UNLESS NOTED OTHERWISE. 2"DECKING TO SUPPORT-BLIND&FACE NAIL - 2-16d FLR FLOOR(ING) STIFF STIFFENER 1 TITEN HD ANCHOR AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR-2713. STUD TO PLATE TOE NAIL 4-8d FO FACE OF STRUCT STRUCTURAL 2 2) WEDGE-BOLT+AS MANUFACTURED BY POWERS FASTENERS, ICC-ES-2966. OR-END NAIL 2X6&2X4 STUDS ------------- 3-16d FOB FACE OF BRICK SYMM SYMMETRICAL • 6. WHERE ANCHORS ARE INSTALLED 1N CONTACT WITH WOOD FRAMING AN OVERSIZE WASHER IS REQUIRED IN AND-END NAIL 2X8 STUDS--------------- 4-16d FOC FACE OF CONCRETE ORDER TO ACHIEVE TORQUE REQUIRED BY THE ICC REPORT. THE WASHER SHALL BE OF SUFFICIENT SIZE TO MULTIPLE STUDS OR LAMINATED COLUMNS-FACE NAIL--- 16d @ 12"OC FOF FACE OF FINISH T TOP(REINF) PREVENT NOTICEABLE DEFORMATION OF WOOD FIBERS ON FACE OF MEMBER DUE TO TIGHTENING OF NUT. TOP PLATES-FACE NAIL 16d @ 12"OC FOM FACE OF MASONRY T&B TOP AND BOTTOM USE MINIMUM WASHER SIZE 1/4"X3"SQUARE.VERIFY REQUIRED WASHER SIZE PRIOR TO INSTALLATION. TOP PLATES-JOINTS&INTERSECTIONS-FACE NAIL----- 4-16d EACH END FOSH FACE OF SHEATHING T&G TONGUE AND GROOVE 7. POWER ACTUATED FASTENERS(PAF): INSTALLATION SHALL BE IN ACCORDANCE WITH PRODUCT ICC REPORT. LAMINATED HEADER-FACE NAIL ALONG EACH EDGE---- 16d @ 12"OC FOS FACE OF STUD TEMP TEMPERATURE APPROVED ARE MANUFACTURED BY HILT!-- ICC-ER ESR 1663, RAMSET- ICC-ER ESR 1799, SIMPSON-- JOISTS, LAPS OVER SUPPORTS-FACE NAIL 4-16d FOFW FACE OF FOUNDATION WALL TN TOE NAIL(NESS) ICC-ER ESR 2138, POWERS-ICC-ES ESR-2024, POWERS--ICC-ES ESR 1995,AND POWERS--ICC-ES ESR 2036. BUILT-UP CORNER STUDS 16d @ 12"OC FOW FACE OF WALL ANCHOR TYPE TO BE SELECTED PER MAUNFACTURERS PUBLISHED INSTRUCTIONS. A. NAILING SCHEDULE AND THE STRUCTURAL DETAILS;ARE BASED ON THE USAGE OF"COMMON"WIRE FT FEET TO TOP OF A. WOOD OR LIGHT GAGE STEEL TO STEEL CONNECTIONS: 0.145" DIAMETER, MAXIMUM SPACING =24". NAILS, EXCEPT THAT 16d"SINKER" NAILS(0.148"DIA x 3-1/4")MAY BE USED WHERE 16d IS FS FAR SIDE TOC TOP OF CONCRETE REFER TO MANUFACTURE'S SPECIFICATIONS AND ICC REPORT FOR PROPER FASTENER EMBEDMENT SPECIFIED. FTG FOOTING TOD TOP OF DECK(ING) INTO STEEL. IF"GUN"NAILS ARE USED,THE CONTRACTOR SHALL SUBMIT NAIL DATA FOR REVIEW PRIOR TO TOF TOP OF FRAMING FOOTING B. WOOD OR LIGHT GAGE STEEL TO CONCRETE CONNECTIONS: 0.145"DIAMETER, MAXIMUM SPACING=24", BEGINNING CONSTRUCTION. GA GAUGE TOM TOP OF MASONRY CONCRETE EMBEDMENT= 1 1/2". B. HD GALVANIZED OR STAINLESS STEEL NAILS SHALL BE USED WHEN NAILING TO PRESSURE GALV GALVANIZED TOPL TOP OF PLATE TREATED MEMBERS GL GLU-LAM TOS TOP OF STEEL MARK DATE DESCRIPTION 13. SURE-BOARD SERIES 200 GYPSUM SHEAR WALLS: GT GIRDER TRUSS TOW TOP OF WALL - A. ALL PANELS TO BE 1/2"THICK GYPSUM PANELS WITH A LAMINATED 22 GAGE METAL PANEL,AS GYP GYPSUM ISA THREADED STUD ANCHOR MANUFACTURERED BY INTERMAT PER EVALUATION SERVICE REPORT NO. ER-5762 GWB GYPSUM WALL BOARD TYP TYPICAL Issued: 12.21.18 • B. MINIMUM FASTENING REQUIREMENTS: 1.) NAIL SIZE: 0.148"X 2 1 1/4"GUN NAIL HD HOLD DOWN UNO UNLESS NOTED OTHERWISE Scale: 12" = I-O" 2.) SPACING: SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS: HDG HOT-DIP GALVANIZED a. PANEL EDGES @ 6"OC. HDR HEADER VERT VERTICAL b. INTERIOR BEARINGS @ 12"OC. HORIZ HORIZONTAL VIF VERIFY IN FIELD 3.) PROVIDE SOLID BLOCKING AT PANEL EDGES BY SAME SIZE AS WALL FRAMING. HSA HEADED STUD ANCHOR 4.) SHEATHING FASTENERS SHALL BE DRIVEN FLUSH WITH FACE OF PANEL BUT SHALL NOT HSB HIGH STRENGTH BOLTS W/ WITH FRACTURE THE FACE PLY AND PENETRATE INTO THE STEEL FRAMING WITH AT LEAST HSS HOLLOW STRUCTURAL STEEL W/O WITHOUT HT HEIGHT WD WOOD D. PANEL LAYOUT: THREE THREADS EXPOSED . HVAC HEATING VENTILATING &AC WP WORK POINT 1.) LONG DIMENSION OF PANEL TO BE PARALLEL TO STUDS. WS WELDED STUD 2.) MINIMUM PANEL WIDTH SHALL BE 24". IBC INTERNATIONAL BUILDING CODE WT WEIGHT 1 3.) STEEL FACE OF PANELS TO BE INSTALLED AGAINST FACE OF STUDS. ID INSIDE DIAMETER WWF WELDED WIRE FABRIC Copyright 16015 IF INSIDE FACE 1 IN INCHES YD YARD BID/PERMIT SET INFO INFORMATION a_ INT INTERIOR # POUND, SCREW SIZE, REBAR SIZE Cl) esi GENERAL NOTES AND Lo N SHEET INDEX co T 0 cN 0) N S 1 00 • DI 50 i 40 30 20 10 I 0 I I 50 I 40 I 30 I 20 I 10 I 0 I STATEMENT OF SPECIAL INSPECTIONS- 1705I TABLE 2 (CONTINUED) BORA 1. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE SATISFACTION REQUIRED STRUCTURAL SPECIAL INSPECTIONS OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. INSPECTION 2. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT(OR ENGINEER)SHALL CALL A PRE-CONSTRUCTION MEETING SYSTEM or MATERIAL IBC CODE CODE or STANDARD I FREQUENCY REMARKS WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL REFERENCE REFERENCE INSPECTION REQUIREMENTS. Continuous Periodic 6 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: STEEL 6 Bora Architects, Inc. A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY LOCAL JURISDICTION. REFER TO INSPECTION OF 720 SW Washington, Suite 800 B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT PLANS AND FABRICATOR REQUIREMENTS Portland, Oregon 97205 SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR FABRICATION OF STRUCTURAL 1704.2.5.2 AISC 360 N2 X CORRECTION, THEN, IF UNCORRECTED,TO THE ENGINEER AND TO THE BUILDING OFFICIAL. ELEMENTS APPROVAL BASED ON 503.226.1575 C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, NATIONALLY RECOGNIZED ARCHITECT, ENGINEER, CONTRACTOR AND(OTHER DESIGNATED PARTIES), IN A TIMELY MANNER,AS ESTABLISHED AT ACCREDITING AUTHORITY www.bora.co THE PRE-CONSTRUCTION MEETING. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL AISC 360 A3.3 INSPECTION WAS INSPECTED,AND WHETHER THE WORK IS IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND AISC 360 N 3.2 c> R1D@NICElaR9 SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE OSSC. ASTM 4. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: MATERIAL VERIFICATION OF HIGH- STANDARDSX MANUFACTURER'S DEAN A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH STRENGTH BOLTS, NUTS,AND SPECIFIED IN CERTIFIED TEST REPORTS INSPECTION. WASHERS CONSTRUCTION CONSULTING AND B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED DOCUMENTS STRUCTURAL ENGINEERS AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. RCSC 2.1 ALL CONNECTIONS �.. SINCE 1919 C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS AND SPECIFICATIONS AT THE JOBSITE. SNUG-TIGHT HIGH STRENGTH BOLT 1705.2.1.1 X INSPECTED AND VERIFIED 1022 SW SALMON STREET,SUITE 300 D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. INSTALLATION SNUG PORTTel:(503)274-1843 OREGON 4 843Fax(503)273-5696 5. DEFINITIONS: PRETENSIONED HIGH STRENGTH RCSC ALL CONNECTIONS ND31642.03 A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES OBSERVING THE WORK BOLT INSTALLATION USING TURN-OF- SPECIFICATION INSPECTED. CONNECTIONS REQUIRING SPECIAL INSPECTION. THE-NUT METHOD WITH MATCH FOR USING DIRECT TENSION B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM MARKING, DIRECT TENSION 1705.2.1.1 STRUCTURAL INDICATORS,ALL BOLTS uC T(/ THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND �� ' i INDICATOR METHOD, OR TWIST-OFF JOINTS USING X SHALL BE INSPECTED AFTER SPECIFICATIONS. TYPE TENSION CONTROL BOLT ASTM A325 OR SNUGGING AND AFTER 5 . c,0 PROfixo STRUCTURAL OBSERVATION METHOD A490 BOLTS PRETENSIONING \400011i 1 .THE OWNER HAS EMPLOYED THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM STRUCTURAL PRETENSIONED HIGH STRENGTH SECTION 9 � �=' OBSERVATION AS DEFINED IN SECTION 220. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S BOLT INSTALLATION USING TURN-OF- 15,386 REPRESENTATIVE, SPECIAL INSPECTOR,CONTRACTOR AND THE BUILDING OFFICIAL. DEFICIENCIES WHICH,TO THE BEST OF THE-NUT METHOD WITHOUT MATCH AISC 360, THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED PER IBC SECTION 1702. SECTION M2.5 X nl"' MARKING OR CALIBRATED WRENCH 1705.2.1.1 OREGON 2. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED BY THE CONTRACTOR A MINIMUM OF 48 HOURS PRIOR TO: F 4 .‘9 ,...%, A. PRIOR TO CONCRETE POUR. METHOD OR TENSIONING OF SLIP �C,� 5 B. PRIOR TO COVER OF SHEATHING/DECKING. CRITICAL CONNECTIONS 5 911 T. p C. PRIOR TO COVER OF FRAMING. ASTM A6 ALL CONNECTIONS INSPECTEE ASTM EXPIRATION DATE: 12-31-19 STANDARDS E 1705.2.1 SPECIFIED IN MATERIAL VERIFICATION OF 2203.1 CONSTRUCTION I DIGITAL SIGNATURE: 12-19-18 1 STRUCTURAL STEEL TABLE DOCUMENTS X CERTIFIED MILL TEST REPORTS 1705.2 • AISC 360 N3.2 AISC 360 A3.1 TABLE 2 AISC 360 M5.5 FOR OTHER STEEL, IDENTIFICATION REQUIRED STRUCTURAL SPECIAL INSPECTIONS MARKINGS TO CONFORM TO ASTM TABLE APPLICABLE MANUFACTURER'S CERTIFIED INSPECTION STANDARDS SPECIFIED IN THE ASTM MATERIAL X TEST REPORTS APPROVED CONSTRUCTION 1705.2 STANDARDS SYSTEM or MATERIAL IBC CODE CODE or STANDARD 1FREQUENCY REMARKS DOCUMENTS REFERENCE REFERENCE Continuous I Periodic AISC 360 N3.2 FABRICATORS MATERIAL VERIFICATION OF WELD TABLE AISC 360 A3.5 MANUFACTURER'S FILLER METALS 1705.2 APPLICABLE AWS X CERTIFICATE OF COMPLIANCE SPECIAL INSPECTION IS A5 DOCUMENTS TABLE REQUIRED FOR COMPLETE AND PARTIAL JOINT TABLE AWS D1.1 ALL WELDS VISUALLY 1704.2.5 X STRUCTURAL LOAD- PENETRATION GROOVE WELDS 1705.2 SECTION 6 X INSPECTED PER AWS D1.1 6.9 BEARING MEMBERS AND ASSEMBLIES FABRICATED AWS D1.1 ON THE PREMISES OFA MULTIPASS FILLET WELDS TABLE X ALL WELDS VISUALLY FABRICATOR'S SHOP. 1705.2 SECTION 6 INSPECTED PER AWS D1.1 6.9 SINGLE PASS FILLET WELDS GREATER TABLE AWS D1.1 X ALL WELDS VISUALLY THE SPECIAL INSPECTOR THAN 5/16" 1705.2 SECTION 6 INSPECTED PER AWS D1.1 6.9 SHALL VERIFY THAT THE FABRICATOR MAINTAINS TABLE AWS D1.1 ALL WELDS VISUALLY .. 4 DETAILED FABRICATION AND PLUG AND SLOT WELDS 1705.2 SECTION 6 X 4 TABLE INSPECTED PER AWS D1.1 6.9 C } 1704,2.5.1 QUALITY CONTROL � ,a s M PROCEDURES AND SHALL SINGLE PASS FILLET WELDS LESS TABLE AWS D1.1 x ALL WELDS VISUALLY Av cD cv REVIEW FOR THAN OR EQUAL TO 5/16" 1705.2 SECTION 6 INSPECTED PER AWS D1.1 6.9 0 3 .2 ti; COMPLETENESS AND ■ ADEQUACY RELATIVE TO TABLE AWS D1.3 x ALL WELDS VISUALLY immi ° THE CODE REQUIREMENT. FLOOR AND ROOF DECK WELDS SECTION 7 0 a, 1705.2 INSPECTED PER AWS D1.3.7.1 +� d >. O • SPECIAL INSPECTIONS MATERIAL VERIFICATION OF TABLE ACI 318: 3.5.2 Cf) t. REQUIRED BY SECTION 1705 REINFORCING STEEL FOR WELDING AWS D1.4 X CERTIFIED MILL TEST REPORTS ■� tO d N 1705.22 W i= FABRICATORS ARE NOT REQUIRED WHERE 1705.2.2.1.2 THE WORK IS DONE ON THE TABLE0 PREMISES OF A FABRICATOR WELDING SHEAR REINFORCEMENT 1705.2 ACI 318: 3.5.2 X ALL WELDS VISUALLY REGISTERED AND 1705.2.2.1.2 AWS D1.4 INSPECTED PER AWS D1.1 7.5 APPROVED TO PERFORM '*'�' SUCH WORK WITHOUTTABLE WELDING REINFORCING EXCEPT AS 1705.2 ACI 318: 3.5.2 X0 SPECIAL INSPECTION. NOTED OTHERWISE AWS D1.4 APPROVAL SHALL BE BASED 1705.2.2.1.2 UPON REVIEW OF THE VERIFICATION OF FRAME JOINT 0 TABLE FABRICATOR'S WRITTEN TABLE DETAILS INCLUDING MEMBER AND A1SC 360 N5.7 X 1704.2.5.2 PROCEDURAL AND QUALITY COMPONENT LOCATIONS, BRACING, 1705.2 CONTROL MANUALS AND AND STIFFENERS 0 PERIODIC AUDITING OF FABRICATION PRACTICES BY AISC 360 N3.20.1) A NATIONALLY RECOGNIZED AISC 360 A3.4 ACCREDITING AUTHORITY. MATERIAL VERIFICATION OF ANCHOR ASTM X MANUFACTURER'S CERTIFIED AT COMPLETION OF BOLTS AND THREADED RODS STANDARDS TEST REPORTS C FABRICATION,THE SPECIFIED IN APPROVED FABRICATOR CONSTRUCTION SHALL SUBMIT A DOCUMENTS vii'ima CERTIFICATE OF WELDING SHEAR REINFORCEMENT COPY OF WELDING CD COMPLIANCE TO THE AISC 360 N3.2 PROCEDURE SPECIFICATIONS 3 BUILDING OFFICIAL STATING 3 CO THAT THE WORK WAS PERFORMED IN VERIFYING WELDER AND WELDING TABLECOPY OF QUALIFICATION X CARDS =ACCORDANCE WITH THE INSPECTOR QUALIFICATIONS 1705.2.2.1.2 APPROVED CONSTRUCTION SPECIAL INSPECTIONS APPLYFilm DOCUMENTS. TO DECKING TYPE, DEPTH AND GAGE, POWER ACTUATED CONCRETE ICC EVALUATION FASTENERS, SCREWS, • INSTALLATION OF ROOF DECKING TABLE REPORT X PROPRIETARY SIDE SEAM SPECIAL INSPECTIONS APPLY 1705.1.1 ATTACHMENTS, BUTTON TO ANCHOR PRODUCT NAME, PUNCHES AND SHEAR CO TYPE,AND DIMENSIONS, HOLE CONNECTOR DIMENSIONS, COMPLIANCE WELDING STUDS EXCEPT AS NOTED CONTINUOUS INSPECTION IS 0) INSPECTION OF ANCHORS INSTALLED 1909.1 ACI 318: 3.8.6, WITH DRILL TH DRILL BIT XNOT REQUIRED WHEN WELDS i•IN HARDENED CONCRETE TABLE 8.1.3,21.1.8 X REQUIREMENTS, CLEANLINESS OTHERWISE INSTALLED WITH AN ` 1705.3 OF THE HOLE AND ANCHOR, Fin -I-O ADHESIVE EXPIRATION DATE, AISC 360 N6 AUTOMATICALLY TIMED STUD ANCHOR/ADHESIVE AWS D1.1 SECTION WELDING MACHINE PER SECTION 7 OF AWSE INSTALLATION,ANCHOR WELDING STUDS IN STRUCTURAL 7 X DD1.1 (ONLY EMBEDMENT,AND TIGHTENING DIAPHRAGMS PERIODIC), 1705.2(3) TORQUE. ALL WELDS VISUALLY INSPECTED PER AWS D1.1 7.8.1 ALL WELDS VISUALLY • WELDING STAIR AND RAILING 1705.2(2.5) AWS D1.1 SECTION 6 X INSPECTED PER AWS D1.1 6.9 SYSTEMS 2 2 MARK DATE DESCRIPTION Issued: 12.21.18 Scale: 12" = 1'-0" Copyright 16015 1 1 BID/PERMIT SET 2 _ . IZ o SPECIAL INSPECTIONS CO Lc) N co T d N 0) N N SI 01 S1O1 . D I 50 1 40 1 30 I 20 I 10 I 0 1 1 50 I 40 I 30 1 20 1 10 I 0 I BORA 6 6 Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co C> ikr: 0 g N nakl DEAN CONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 1022 SW SALMON STREET,SUITE 300 PORTLAND,OREGON 97205 Tel:(503)274-1843 Fac(503)273-5696 ND31642.03 . cUC T vj4 5 �,g) PROFFf :0011V:,- i NOTCH IN PLATE .- NOTCHES MINIMUM HOLE �� OREGON NOTCHES TO BE BORED HOLES cP SPACED NO MAX. DIAMETER DISTANCE FROM -), 30, ,,9 5 CLOSER THAN 6-0" PER "fid" EDGE PER"D1" 5 .0, T ptiP ON TABLE OC ON TABLE EXPIRATION DATE: 12-31-19 1 a. l 1 11 — 10€GITAL SIGNATURE: 12-19-18 I 1'-0" MIN. 1-0" MIN. /' / MAX. NOTCH - 1 1/4" X 16 GA STRAP LENGTH DEPTH PER AND NAILING PER TABLE 51LL OR TOP PLATE PER PLANS AND "ND" ON TABLE DETAILS MAX NOTCH WIDTH PER "NW" ON TABLE NOTE: STRAPS REQ'D FOR TOP PLATE ONLY. USE 2 STRAPS FOR DOUBLE TOP PLATE. NAILING SPECIFIED IS FOR EACH END OF EACH STRAP. PLATE SIZE 0 D1 ND I NW STRAP LENGTH, NAILING (EA END) 2x4, 3x4 11/4" 11f1" ' 12" 131/" 15", 6- 10d 2x6, 3x6 2" 21k" 2" 5k" 21", 8- 10d 2x8, 3x8 3" 31/2" 3" 51/2" 30", 11 - 10d , , � i , SMALL OPENINGS THROUGH TOP PLATE 1 4 DOUBLE 2xI - SIMPSON CTS218 STRAP - SILL PLATE 4 0 TOP PLATE I CENTER STRAP ON - O AV in LARGE BORE OR NOTCH 12 -- �-0's -I-8v I I (2) PER SIDE AT DOUBLE ♦ , as TOP PLATE v 3 N . 'a m Sil O 2 cm 2x STUDS © 16" I /\\\/- I Cr) P- O C. (MAXIMUM) v, 5W " i SILL OR SOLE PLATE 0 \\It...„ --- SIMPSON CTS218 STRAP - D D CENTER STRAP ON �r LARGE BORE OR NOTCH 0 (1) PER SIDE AT SILL/SOLE f PLATE 0 r STUD PER PLAN -----\ ) . C SHALL BE DOUBLED WHERE BORE IS BETWEEN 40%AND r , 60°/0 OF THE WIDTH V OF STUD. LARGE BORE OR NOTCH SIMPSON CTS218 STRAP- CO THAT EXCEEDS CENTER STRAP ON LARGE 5/8" (MIN)---., / (.---5/8" (MIN) 5/8" (MIN)----, / /(--518" (MIN) THE ALLOWABLE SMALL ELEVATION BORE OR NOTCH OPENINGS IN TOP (1) PER SIDE AT SILL/SOLE PL LARGER BORE SHALL NOT BE PLATE OR SILUSOLE (2) PER SIDE AT DOUBLE TOP LOCATED IN MORE ■ PLATE PLATE 0 THAN (2} 10100°SUCCESSIVE '-'40 `V STUDS V 3 I0 / 40% / / 6a°i° of 3 rt Q OFD `V 1 ' I I 1 'I ---(1 318" FOR_x4 STUD (2 1116" FOR_x4 STUD 11 I Q 11 2 3116"� FOR_x6 STUD) 3 114"0 FOR_x6 STUD) K...... . AV //\./ IT b NI\ o LI 1 <> .- - MAXIMUM MAXIMUM REINFORCED L.4 112" (MAX) JUNREINFORCED BORE IN ANY WALL CO WIDTH BORE IN ANY WALL 2x STUDS © 16" - O.C. (MAXIMUM) PLAN NOTE: ■0) 1. THERE SHALL NOT BE MORE THAN (2) BORED HOLES PER STUD 2. WHERE A NOTCH OCCURS IN THE SAME STUD, NOTCH SHALL BE SPACED A MINIMUM OF 12" FROM ANY BORED HOLE. 3. NOTIFY ENGINEER FOR REVIEW FOR ANY PENETRATION THAT DOES NOT MEET THE REQUIREMENTS NOTED ABOVE LARGE OPENING THROUGHTOP PLATE 1 i---- '\'‘\ SILL PLATE r LIMITS ON BORING IN STUDS 2 D D 5/8" 2 7I8" 5/8" 2 7/8" (MIN) , / - {MAX) (MIN)1N�, (MAX) 2 /\// /\/ C\// /.\\/ [r. ,., r. . _, ' O ' g I v N co N Z.0 (O ° ° i 0 MARK DATE DESCRIPTION .-, I. o o .� Issued: 12.21.18 / / . t / SIMPSON SS 25% OFD 40%OF D - INSTALL PER SIMPSON HSS (718" FOR_x4 STUD �--(1 318" FOR_x4 STUD MANUFACTURER'S - INSTALL PER Scale: As indicated 1 3/8" FOR^x6 STUD) 2 3/16" FOR_x6 STUD) /\/ SPECIFICATIONS /7\,/ MANUFACTURER'S SPECIFICATIONS MAXIMUM MAXIMUM UNREINFORCED MAXIMUM MAXIMUM UNREINFORCED NOTCH IN ANY INTERIOR, NOTCH REINFORCED WITH NOTCH REINFORCED WITH NOTCH IN ANY EXTERIOR NON-BEARING WALL SIMPSON SS (FOR NON-BRG WALL) SIMPSON HSS (FOR ANY Copyright 16015 1 OR BEARING WALL WALL) 1 NOTE: BID/PERMIT SET 1. THERE SHALL ONLY BE ONE NOTCH PER STUD. d 2. WHERE BORED HOLES OCCUR IN THE SAME STUD, NOTCH SHALL BE SPACED A MINIMUM OF 12" FROM ANY BORED HOLE. 3. NOTIFY ENGINEER FOR REVIEW FOR ANY PENETRATION THAT DOES NOT MEET THE REQUIREMENTS NOTED ABOVE 71- TYPICAL DETAILS Cd 1.1-' LIMITS ON NOTCHING OF STUDS 00 4 3" = 11-0" 0 0) iSi S 1 02 • D1 50 1 40 I 30 I 20 I 10 I 0 I 1 50 I 40 I 30 I 20 I 10 I 0 I 0 0 0 W-J4111 el W-M (ND W 19'-9" 10'-3" 10'-0" 8'-O" 12'-0" 30'-0" 7'-2 112" 25'-9 1/2" / il' BORA I ! I 6 I ! ! I I I I I 1 1 I I I I I I I ! 1 I I 6 Bora Architects, Inc. . I 720 SW Washington, Suite 800 Portland, Oregon 97205 _ 503.226.1575 T...-2: — �r--- - –-- _ —Fir I— — -- - - - - - - ' - - - - - - � - - - - - � - 1— - - - - _ — _ — _ - - - - - - - - - - - - - - - - - - - - - - - 7 - - - -F- - _ _ — _ _ .- -- - - - - - - \—-2'1 _ � _ � _ _ www.bora.co (> M M I DEAN ' ' I { I — CONSULTING AND I -i I 1 STRUCTURAL ENGINEERS I SINCE 1919 1022 SW SALMON STREET,SUITE 300 I ® PORTLAND,OREGON 97205 l I 1 t--- I I I I Tel:(503)274-1843 Fax(503)273-5696 ND31642.03 ! I II ! I E I I 1 I I I I I ,c�UCTUp I 1 1 F �..—_.. .; I I 1 5 i ! I �\5���ED PROfF��. I . Fx I l I I f I 'I' _I- .k., 15,386 1 , ® 5 o . - "IN T. DSP IIEI I I � l I 4 ! l f! 47, rf _._ — I I I I l EXPIRATkON DATE; 12-31-19 I I , 1 !1 I 1 I DIGITAL SIGNATURE: 12-19-18 JJ I I I C -- I � I �,_. I 1 11 ' E 1 I I I 1 III • I i � I E[d LI ! 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I > BUILT-UP COL(4-2X6 FULL HEIGHT STUDS)W/SINGLE TRIMMER o I I STUDS AT EACH NEW OPENING. r .1 MARK DATE DESCRIPTION — I I II I ! I EII ... . . ...... . ...... . . . .. . I - 'd > (E)2X6 STUDS @ 16"OC WI 112" PLYWOOD. Issued: 12.21.18 I I III ' F — I -- — — — ! > INTERIOR STUD WALL WITH DEFLECTION HEAD TYP. Scale: As indicated iAl in _4 ��"" — — — i� ALL NEW INTERIOR WALLS SHOWN ARE NON—STRUCTURAL. 7 H + __2,_ . - 1 I > NEW INTERIOR STOREFRONT WITH DEFLECTION HEAD TYP. 1 I ! > ADD SIMPSON DTT2Z HOLDOWN W/ 112" DIA THREADED ROD WITH SIMPSON SET-3G EPDXY, EMBED 8". 1 I I I I 1 Copyright 16015 1 > ADD SUREBOARD SERIES 200W/B STRUCTURAL PANELS I ATTACH TO STUDS WITH 10d NAILS, 2"OC AT PANEL EDGES, 6"OC FIELD. 19'-9" L 110'-3" 10'-0" 20'-0" l, 30'-0" II/ ADD 5/8" DIA X 8"TITEN HD @ 16"OC WITH SIMPSON BPS WASHER PLATE TO EXISTING SILL PLATE. BID/PERMIT SET a_ .k I co W-F 'w W-. 410 0 CD W-M �_ _ PARTIAL FOUNDATION ici Lo e.i N PLAN CO PARTIAL FOUNDATION PLAN CD N 114" = 1'-0" rn N S201 D I 50 I 40 1 30 I 20 I 10 I 0 I 1 50 I 40 I 30 I 20 1 10 1 0 I ./\/-F) 41110 410 0 (ID CD 410 0 EA/-_-:, 19'-9" 10'-3" 10'-0" 8'-0" 12'-0" 30'-0" 7'-2 112" 25'-9 112" 4 BORA ____. I I I I I I . I (E)4X6c )5'-0"OC o )74 6 _ - - - - - - - _ _ � _ - - - - - - �� - - - -4• - - I — — - - - ! - - - - - - - - - - - - - - - - - - - - - - - - - - ! - - - - - - - - - - - - - - - - - - - — - _$-- - - ,�--,\- � 6 Bora Architects, Inc. W21 '� i W21 . A ► A 1, 11 1 `�, 720 SW Washington, Suite 800 ,I a Ii 1 1V II I I I I I , Portland, Oregon 97205 r 503.226.1575 (E)5 1/8X7 1/2 GL I II I I I IcoI IK El ` I i ; www.bora.co Ir J I I O I I I (�di O E p C> IKID@DMIL:\IKI ® I a 1 I I a ! DEAN (E)4X6 @ 5'-0"OC -- _� d -0.1 ADD ALT#1 i o 0 I O 0 0 I 0 0 o ' AND STGRUCTUIRAL ENGINEERS — X o 0 0 0 0 o X SINCE 1919 1 1 E 1022 SW SALMON STREET,SUITE 300 (E) CFD I I c+9 1 a 1 4 J 4 © @ V I PORTLAND,OREGON 97205 \ Tr - Td (503)274-1843 Fax(503)273-5696 _ ND31642.03 \ I I W I W I W W aI Ey IBJ W \ (E)GL BEAM ADD ALT#1 ., JC TV �I �I . ! (E)GL103!4X37112 I - %1 PROF p� i El i �5��� �f1111P117(G.',., _ SPI 1 I I I I N t r 1 4 4 �' r C7 1�1 - F) ` 15,386 El CCCC) •` �� -- l I /F OREGON 41 5 - - - - (E)4X6 @ 5'-0' OC I J 5 �Q Y 30. 0 `D { I I I I �' 1 I N T. �P .. - ._. I V; I / 10CO W Ir l I I I Q Cl I I EXPIRATION DATE. 12-31-19 --- U �) I I I DkGITAL SIGNATURE: 12-19-18 _1 I I � I � I co co W � I I C.) (E)GL BEAM m „, �, / co o ik:1 L v -sJi X 1 I ' W W UJ • W 1 f1 I 1 VI Ij 1111 I I — _ -- (E)4X6 @ 5'-0"OC - r 11 I T t — f 111 1 I I - - - - — - � I — (E)GL BEAM ' ' r �_ �I ��' (E)GL 6 3/4X30IS] ° I I ' N0- ' t�� o I s r` 1 I E T I I N \ �n / (2)2X12 (2)2X12 (2)2X12 4 €V-22 - - - - -� I - - �_ - - - _ _ - - - - - - - - � '- 1'L - - - - - - - - - - - - - - - - - IIT - - w� 4 _ • N N N ri 0 (n L/1 (Ni• X Nill v co w m aD co eo co (E) 1 112" �# L t c N - (E)4X6 @ 2'-6" OC ' = C° - r U 3 N a> I - ti 400. - - - I CII- -I -I [1c-SII r (2)2X12 co C') (2)2X12 "' CO (2)2X12 0 STEEL DECK I m ) L � 2X0 —0 C) J J J J J \ ■ U 0 0 0 J C� C) C7 C7 C7 O Y o a (E)CFD I w a ' 0 2 o I 2 o C7 (2)2X12 w til (2)2X12 w I w (2)2X12 4 C, ED w/imwi es c,Io IN \ w w ��}} 9 I @� co m V m In 1 1 ® ■ co 0 co IF-._ co co C3 co I N C? tI- ct i N N N c.1 c. N X r 4 r 11 LI H .. x 0 W v W v j w . N N X N Cs11 � . r-. X w w ` / W I. I H — W7 - I `n (2)2X12 (2)2X12 (2)2X12 %! x x (E)CFD \ I ��` ' N N 8 I o ' 0 `� - 400.1 \ (E)GL 6 314X30 I I o N � co 0 �Ii v o = (E)4X6 @ 5'-0"OC ' _ V X 2X0 I : r co / J W J f10 C7 10 3 Cu- C 400. > 5400. © 400.s TYP I © ' �- (E)GL BEAM .... .-. 1�.' .__ .,. _. SIM HDR HDR HDR �� W_8 - - —� I =__ - _ — _ -- _ — __— =_ -- - i-FM I I -Ui0—i— I +3o-+i-- _ — -XI___ — - .. .. I lac - - - - W-8 3 Z 20`-S 1/4"± 11'-0 11_>>" ± (E) 3X8 LEDGER �! ,�I 4 ce - 3 C� I 10 D 3 TYP II - (E)4X6 @ 5'-0'OC = j I ICZm I 0 2 (E)GL BEAM ii I 4 400. - ■ Q _ F- (E) — II 1 `"CFD cc KEYNOTES: I 1 ca O O Q O O O p > FOR EACH NEW OPENING, ADD DBL FULL HEIGHT KING STUD \ I o m o w133) o c3 o o o AND SINGLE TRIMMER STUD. u.i i / WIDTH OF NEW BUILT UP STUD COL= 9" _{6)2X6. (E)4X6 @ 5'-0' OC I G U `C� U - :9 :7� WIDTH OF NEW BUILT UP STUD COL AT SIM =4.5" _ (3)2X6. I I X (0 w co W "� '"� co w X Nr / 2 (F) DBL STUD BELOW GL BEAM. FOR EACH NEW OPENING ADD I w ul w w \ w SINGLE FULL HEIGHT KING STUD AND SINGLE TRIMMER STUD. I D WIDTH OF NEW BUILT-UP STUD COLUMN = 9"= (6)2X6. . 1 : I (E)GL BEAM �$IM 2 ,W_9 - - — f - \ W-9 > BUILT-UP COL(4-2X6 FULL HEIGHT STUDS)W/SINGLE - TRIMMER STUDS AT EACH NEW OPENING. 2 I9I I � I > ADD BUILT-UP HEADER (5-21X6)AT NEW WINDOW OPENINGS. I I� AlI T �� Al > (E)2X6 STUDS © 16" OC W/ 1/2" PLYWOOD. o1 ! V_EJ I I I 4 0 . (E)4X6 @ -0" OC ---- --- - 5' I - i I r > INTERIOR STUD WALL WITH DEFLECTION HEAD TYP. I ALL NEW INTERIOR WALLS SHOWN ARE NON-STRUCTURAL. ® il I ® 1 (E) GL 5 118X10 112 EGL$314X8 EGL 6 31X25 112 1 D NEW INTERIOR STOREFRONT TYP. - O _ (E)O MARK DATE DESCRIPTION V\1 .1 ® - - - �" 10 > O PLYWOOD SHEARWALL-2X6@16" OC W PLYWOOD.-$� A — i1 , 4 --- ,� 8 E P1 112" PLYW — Issued: 12.21.18 1 4X6 co > CEILING FRAMING AT(E) ENTRY LOBBY=2X4 @ 16"OC Scale: As indicated I I I nsimPSON ST6224 AT LEDGER JOINT TYP I I I U U U U I w b ¢ o 2 o 11 2 b 2 1600 LB ROOFTOP MECH UNIT, DASHED LINES INDICATE I m in m Cr) U] 1 EXTENTS OF CURB. COORDINATE DECK OPENINGS WI MECHANICAL. (� © J @ J @ J v J di i17- U' (D CJ CO Ut (D C7 I I I Lu w� w v I'll I 12 ADD SUREBOARD SERIES 200WIB STRUCTURAL PANELS 1 i w `- ATTACH TO STUDS WITH 10d NAILS, 2"OC AT PANEL EDGES, 6"OC FIELD 1 Copyright 16015 I v I NEW OPENING IN ROOF BID/PERMIT SET Y 13 19-9" 10' 3" . 10'-0" / 20 0" 30-0 PROVIDE 3X6 FRAMING ALL SIDES _ __ _ _ r 1 izr. r �,,, �--,, , 14 REPLACE (E)JOIST WITH NO 1 4X10 JOIST W/SIMPSON LUS410 HANGER PARTIAL ROOF FRAMING Lo W-F W-GG) W-H Wim! , ,Ci-rt, (ADD ALTERNATE#1) c.i / /// U PLAN 00 N 15 1850 LB ROOFTOP CONDENSING UNIT, DASHED LINES INDICATE PARTIAL ROOF FRAMING PLAN EXTENTS OF CURB. (ADD ALTERNATE#1) cv w J 114" = 1'-0" S 2 0 2 cv - ■ i 50 I 40 1 30 I 20 I 10 i 0 I I 50 I 40 I 30 I 20 I 10 I 0 I GRID 114-5112" – _.........._ BORA (E)2 112"CFDN (E)4X6, SEE PLAN (E) DBL 2X6 PL , 6 IL : (E)4X3 @ 2'-0" OC 6 Bora Architects, Inc. (E) SIMP H3 {E)CFD 720 SW Washington, Suite 800 @ EA STUD I � Portland, Oregon 97205 �] VARIES ~E` - _ - ; N - . y -- a - . " - 503.226.1575 V SEE PLAN lI 61 11, (E)4X6©5'-O" www.bora.co HSS COL BEYOND (E)2 1/2"X8"GL --- SEE PLAN LEDGER W/(2) M n [� M /1 rn ‘V 40d @ EA STUD U J U CEJ IJ1,J (,=L]LN ��I {E) SIMP HUC 46 DEAN (E)2X6 BLKG 171111 CONSULTING AND PAl� 14-0 — — — STRUCTURAL ENGINEERS — IL - I �. () BU6ILT UP HEADER SINCE 1919 ji I 1022 SW SALMON STREET,SUITE 300 (E)4X6, CUT AT (E)2x6 STUDS © 16" OC - Tel (503)274-1843 PORTLN 97205 AND, (503)273-5696 NEW BM AND 2X4 @16 OC INSTALL(N) JJ WI LUS24 HANGER ND31642.03 LUS46 HANGER GL 5 1/2 PROFF,c0ucTU 1 STOREFRONT SAD - - ‘,05PRO/45', f15,386 r STOREFRONT HEAD DETAIL �� ROOF FRAMING DETAIL - g 4 OREGON f3/4" = 1'-0" 3I4" = 1'-0" F �-4- , q9°i' 5 �_� �� 5 oN ‘::`°''T. LXPIRATION DATE: 12-31-19 RID DIGITAL SIGNATURE: 12-19-18 I 114'_8 112" o PL) DBL 2X6 ENNI (E)4X3 @ 2'-0" (E)4X6 @ 5'-0" (E) SIMP H3 (E)CFD © EA STUD .77 _ . -a <. sem . -• (E)2 112"X8"GL X 1. 1- - - LEDGER WI(2) 40d @ EA STUD S (E) 5 118"GL BEAM 4 r (E) 2X6 BLKG 4 11Pc c_ GLULAM _ - - 110'-0" v P- a) M v •cN C.) 3 W TYP/ 1I4 V •Si O Y 00f 1/2"DIA THRU BOLT `- 2 im.;a rA z r- (E)2x6 STUDS Al�� O .s _ %IA @16"OC t' E 0 -o cA 03 r= V ' rZ W NF PL 114X4X0'-6 1/2 ■ 114 /TYP V121 1/4 D L4X4X1I4X0'-5 _ 1 ROOF FRAMING DETAIL 3 SECTION A-A O 314" = 1'-0" — (E)CFD GRID 1 U DBL 2X6 WI (in 8 ' MISSEE PLAN S (2) 16d @8"OC / _ lam_ I BUILT UP C (E)CFD I TOIE) FRAMING STUD COL - (E) 3X6 BLKG112" 113'-5"± SEE PLAN A � (E)4X6 3/4" �" 314" „ (13 I I! SIMPSON A35 -- 3 I (E)4X6 E EA SIDE I I'� _ TIO L) FRAMING _ - PL 112X4X7 WI (E) 112" PLWD 3 CU _.,.,,it.,,,, VARIES (3) SDS 114X6 {6) SDS 114 X 3 112 D E____ SCREWS - - - - _, — /) SCREWSTYPI j (E)2 112"X8"GL I - 3/4" DIA A307 (E} SOG (E)2x6 STUDS @ 16"OC AZ- S ,-> LEDGER W/(2)40d @ EA STUD 112 TY BOLT AT BOT OF SEE PLAN I N .,3. 13116"X2 114"VSH - (E)2X6 PLATE A / W1518" DIA AB @ 4'-0"OC SOS 1/4X 4 112 SCREWS @ 11,1 — - - L - - - $„oC I !' Lk WI TO CONC _ - - CO `M o o BO GLULAM SEE PLAN ' (E) DBL 2X6 PL SEE PLANPANEL GE FASTENERS A 110'-2” I I �i I I I PL 1/4X4X4 EA SIDE -- . "� (E) GL BEAM - 4X6 BLKG I (E)CONC WALL — BEYOND PL 114X4X0'-4 EA SIDE - SURFBOARD PANEL W/ 1/2" DIA THRU BOLT PL 114X4X0'-4 EA SIDE (E) 1/2" PLWD WHERE REQUIRED W/ 112" DIA THRU BOLT 2" (E) FOOTING ___\/\_,._ (E)2x6 STUDS TYP j @ 16"OC HSS 5X2 COLUMN r ROOF FRAMING DETAIL �� HSS CONNECTION DETAIL � FOUNDATION DETAIL 1 O 3/4" = 1'-0" 6 3/4" = 1-0" 2 3/4" = 1'-0" 2 GRID 2 (E)4X8 LEDGER - DBL 2X6 AT PL 112 X4 X11NEW WINDOW SILL (E)CFD 8" (2)TITEN 518" DIA X 4" (E)4X8 ~- \ -1--; 0:,...-<lr. 114 V \. PURLIN a.a ivr 0 (E) 112" PLWD 4 '` ° MARK DATE DESCRIPTION •'a .‘- � (E)CONC WALL — ( :::::• �^ (E)2x6 STUDS @ 16"OC Issued: 12.21.18 A ` d,' tl (E)SOG "' I a . HSS COLUMN SEE PLAN Scale: 3/4" = 1'-0" SEE PLAN (E)2X6 PLATE SIMP HTT4 @ 41-0" OC `, 51$" DIA EPDXY ANCHOR • I W1518" DIA AB @ 4'-0" OC W1 5" EMBED FILL VOID WI NON-SHRINK GROUT 011 TO CONC_ \ .. 1 - �- I IIIV SEE PLAN Jr, •(E) CONC SOG . f — 1 I 1 rQ I Ti. iNN_ ! I 11/4___4(N1 TOSEE CONPLAN C (E)CONC WALL —� \ Copyright 16015 1 ; Z (E) FOOTING BID/PERMIT SET DEMO(E)SOG Q` E5, /1, 10 (2)#4 00 U DETAILS Lo 00 ADD-ALT - WALL ANCH DETAIL FOUNDATION DETAIL FOUNDATION DETAIL is 9 N 3/4" = 1'-0" 3/4" = 1'-0" 314" = 1'-0" o) N S 4 0 0 i I 50 I 40 I 30 I 20 I 10 I 0 1 1 50 I 40 I 30 I 20 I 10 1 0 I (W-F) {W-Hf (w-J) W-K (W-L) W-DD W-M W-N W.-13)30'-0" / 10,_0„ , 8'-0" 12'-4" f 30` 0" J 6 l I I 1 1 6 BORA , .____,, I Bora Architects, Inc. W-24 — - - - - - - - - - - — - -- - - - - - - - - - - - - - W-21 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co ri ' I I l I i II ' I I I , . (E) CASEWORK TO REMAIN t -------- Y I I I o ' I I 5 w. - I 5 IIIl 0 I I I 0 H l SEE PLUMBING I I I III - - - - - L L // I I I O. I / I � I NOT IN SCOPE I II �� l I n / Oi I . I l U' I ;II I 1 / Jl I L ISSUED FOR - I I I I I I ° INFORMATIONAL � I PURPOSES ONLY l � � i) I I I NOT FOR �� I (w-s) – –UI-- – – – -C — _ _ _ ;t .,,,.._= .�_ �:, - — .. 0- _ c3- - - -- - _ — mom immet, _ _ – - -0 – – – - CONSTRUCTION 7 4 \\ 1 �, i I I l 4 �+ — II''' REMOVE FOR NEW RECITE �� 0 cis {W-P)o e . N (� C? C N I n •i 3 73 I l REMOVE (E)WALLS. BASE: — -- I I D@ 13 8 DOORS, FRAMES, CASEWORK ♦� O +1 �, ��� _ & FLOORING THIS AREA - U REMOVE WALL, { - I - - - - - - - - - - �� W-22 — r -I - RELOCATE FIRE — — mm — — — - W_22 • E m -7-- \..____/ CI CZ `N F) u — J ALARM PANEL J i I1 . i 1 ri 0 0 [1 IF J REMOVE (E) FLOORING 1-i - ..._. __. _____,L , _..... 1 �JCOO I ;` l i T I le El IDc REMOVE ROLLER • DOOR AND RELITE I . b I I I f CO oI r_ 3 3 CO I lI I M ...___– — — — — — _. DEMOLITION NOTES I (w-8) \ – – – – – – – – – – .. � – – Hal . _ = — �_ — — .. I - - a– ice= � __ _ �— _ _ - (W.8) I I �\ \\ 1 E III 1. THE PURPOSE OF THE DEMOLITION DRAWINGS IS TO OUTLINE A L 1 ' i I I I I GENERAL DIRECTION OF WHAT NEEDS TO BE REMOVED TO ACCOMPLISH REMOVE WALL BOARD I REMOVE WALL BOARD THE WORK. WORK SHOWN IS DIAGRAMMATIC IN NATURE AND NOT CD THIS SIDE OF WALL THIS SIDE OF WALL INTENDED TO BE ALL INCLUSIVE. VERIFY EXISTING CONDITIONS BEFORE i I I I BIDDING AND INCLUDE ALL WORK EVIDENT BY SITE INSPECTION, WHETHER Ii I i OR NOT SHOWN ON DRAWINGS, TO ACHIEVE DESIRED RESULTS INDICATED • i I ON DOCUMENTS FOR COMPLETED WORK. CREATE OPENINGS FOR NEW GLAZING, TYP i I - 2. COORDINATE PHASING OF DEMOLITION WORK WITH OWNER PRIOR TO i I I I COMMENCING. I i I III 3. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND i I OTHER CONSULTANTS' DOCUMENTS FOR ADDITIONAL DEMOLITION i I INFORMATION. III I I REMOVE (E)WALLS. BASE, i 114. REFER TO ENVIRONMENTAL REPORT FOR ABATEMENT OF HAZARDOUS DOORS, FRAMES, CASEWORK I J f i I I MATERIALS. I I & FLOORING THIS AREA I NOT IN SCOPE I I ``l.4 I I r 5. PROVIDE TEMPORARY SHORING AS NECESSARY TO PROTECT EXISTING STRUCTURES DURING DEMOLITION AND CONSTRUCTION. REMOVE WALL BOARD I ��,, a THIS SIDE OF WALL I I i 6. NOTIFY ARCHITECT IN ADVANCE OF CUTTING,ALTERATION OR 2 a I I I III I PROTECT TREE TO REMAIN I EXCAVATION WHICH MAY EFFECT THE STRUCTURAL STABILITY OF ANY r� ra 2 i I I PORTION OF EXISTING STRUCTURES. I I I 7. USE DUE CARE TO MINIMIZE DAMAGE TO EXISTING WORK WHICH IS TO REMAIN. REPLACE, REPAIR, PATCH, AND REPAINT AS REQUIRED WORK ,I i I I i II DAMAGED, MODIFIED OR AFFECTED BY DEMOLITION WORK. I I I III I i 1 I i I 8. PROTECT INTERIOR OF EXISTING BUILDING FROM CONSTRUCTION DUST, II 1 i I I I NOISE AND WEATHER. n i I I 9. PROTECT EXISTING LANDSCAPING TO REMAIN. l f I I III I n I 10. COORDINATE WITH OWNER AND SCHEDULE IN ADVANCE 1 TBD GC ASI 01 I I t - - - I I INTERRUPTIONS OF ELECTRICAL, MECHANICAL, FIRE PROTECTION, Ir 11� I PLUMBING, COMMUNICATION AND OTHER SERVICES, WHICH MAY AFFECT IL,L3 J FACILITY OPERATIONS OR OTHER BUILDINGS NEARBY. MARK DATE ISSUED TO DESCRIPTION r- 11. REMOVE OR CAP CONDUIT AND PIPING FROM ABANDONED UTILITIES. Issued: 12/21/2018 . j I STRUCTURAL POST TO REMAIN OPERABLEIDEMOUNTABLE 12. CAREFULLY REMOVE ITEMS TO BE REUSED AND STORE THEM UNTIL I PARTITION REINSTALLATION. REPLACE ITEMS DAMAGED DURING REMOVAL OR Scale: As indicated II . , STORAGE WITH SIMILAR OR COMPARABLE ITEMS AS APPROVED BY THE ARCHITECT. ARCHITECT TO REVIEW ALL REUSED ITEMS PRIOR TO W-10 \ l - ❑ .=t Anil - - - - - I rT - --f .------.. WA REINSTALLATION. �- ' 1 \-___-/ 13. COORDINATE WITH ARCHITECT DEMOLITION AND RECONFIGURATION OF FIRE SPRINKLER LINES AND HEADS. I I 1 14. SALVAGE CASEWORK, DOOR HARDWARE, CORES, LOCKSETS,AND TOILET ACCESSORIES, UNLESS OTHERWISE INDICATED OR DIRECTED BY I NOT IN SCOPE . .- OWNER. Copyright 16015 1 15.TRIM OR REMOVE SHRUBS ADJACENT TO NEW WINDOWS AS REQUIRED. 1 COORDINATE EXTENT OF TRIMMING WITH OWNER. BID/PERMIT SET I I I 0_ N c DEMOLITION PLAN — Q (W-F) iW-H) (W-L) w-M Et) ENTRY/ADM I N 0, Q `.' OENLARGED ENTRY/ADMIN DEMO PLAN 114" = 1'-0" AD111 . D 1 50 1 40 I 30 I 20 I 10 I 0 50 I 40 I 30 I 20 I 10 I 0 F) Hl �� N-K (1111--Q W-DD W-M- IW-N) w-P) 6 I 1 I I 1 I 1 6 BORA 1 .. • 1 , . , ,._.. 1 . ____ , ,, . I • . W-21- -- \ • I i Bora Architects, Inc. • ii . 720 SW Washington, Suite 800 \ ! I I I I Portland, Oregon 97205 • I' : 1 503.226.1575 __ _ .._. __ I 1 1 j I www.bora.co .. 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THE PURPOSE OF THE DEMOLITION DRAWINGS IS TO OUTLINE A • I II I GENERAL DIRECTION OF WHAT NEEDS TO BE REMOVED TO ACCOMPLISHLamm • THE WORK. WORK SHOWN IS DIAGRAMMATIC IN NATURE AND NOT • I I I I INTENDED TO BE ALL INCLUSIVE. VERIFY EXISTING CONDITIONS BEFOREali- I I I I 1 . BIDDING AND INCLUDE ALL WORK EVIDENT BY SITE INSPECTION,WHETHER 4- OR NOT SHOWN ON DRAWINGS, TO ACHIEVE DESIRED RESULTS INDICATED cr) I I III - - I ON DOCUMENTS FOR COMPLETED WORK. • I 2. COORDINATE PHASING OF DEMOLITION WORK WITH OWNER PRIOR TO lm. I I COMMENCING. REMOVE I I 1 SOFFIT f I I I 3. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND I I € OTHER CONSULTANTS' DOCUMENTS FOR ADDITIONAL DEMOLITION 1----- - - I I INFORMATION. I I 4. REFER TO ENVIRONMENTAL REPORT FOR ABATEMENT OF HAZARDOUS 1 MATERIALS. 1 . I I 11 I it 5. PROVIDE TEMPORARY SHORING AS NECESSARY TO PROTECT EXISTING i I ; (E) EXPOSED WOOD I I STRUCTURES DURING DEMOLITION AND CONSTRUCTION. • NOT IN SCOPE \ _I - _ _ __. STRUCTURE 8, CFO 6. NOTIFY ARCHITECT IN ADVANCE OF CUTTING, ALTERATION OR I I- DECKING TO REMAIN, TYP.- EXCAVATION WHICH MAY EFFECT THE STRUCTURAL STABILITY OF ANY 1 I I PORTION OF EXISTING STRUCTURES. 2 I 2 1 I I I 7_ USE DUE CARE TO MINIMIZE DAMAGE TO EXISTING WORK WHICH IS TO I I III REMAIN. REPLACE, REPAIR, PATCH, AND REPAINT AS REQUIRED WORK 8 R E T I R • DAMAGED, MODIFIED OR AFFECTED BY DEMOLITION WORK. N ! 11 • II• I I II W-9 — _. - I —1 III - -\ . . - T • NOS AND WEATHERR OF EXISTING BUILDING FROM CONSTRUCTION DUST, ■ 1 I1 - J I L - - - 9. PROTECT EXISTING LANDSCAPING TO REMAIN. I i I I I I 10. COORDINATE WITH OWNER AND SCHEDULE IN ADVANCE I I I INTERRUPTIONS OF ELECTRICAL, MECHANICAL, FIRE PROTECTION, I I I I I PLUMBING, COMMUNiCATION AND OTHER SERVICES, WHICH MAY AFFECT FACILITY OPERATIONS OR OTHER BUILDINGS NEARBY. _ — — - L — — —� ■ MARK DATE DESCRIPTION I I """'-"""'-'}'r"""""""'""""1� I . -I-- 11. REMOVE OR CAP CONDUIT AND PIPING FROM ABANDONED UTILITIES. , 11 I' 1'1 1 '11 1I PI III IIM. I I I �- REMOVE WOOD SLAT CEILING THIS SIDE OF WALL 12. CAREFULLY REMOVE ITEMS TO BE REUSED AND STORE THEM UNTIL Issued: 12/21/2018 REINSTALLATION. I II �� STORAGE WITH SIMILAR ORE COMPARABLE ITEMS AS APPROVEDITEMS DAMAGED DURING BYIScale: As indicated I I I I 1 � ARCHITECT. ARCHITECT TO REVIEW ALL REUSED ITEMS PRIOR TO 0.---- - 1- - - - - — -_ ____ - I - - - - �-- — — — — — J i — - — _ — - - REINSTALLATION. I �1 1 0 ,_____________4 ________ _ __.._ ._._ �� / - �-/ 13. COORDINATE WITH ARCHITECT DEMOLITION AND RECONFIGURATION OF 1 i I i ` ' I' I FIRE SPRINKLER LINES AND HEADS. I I ; , II I ` I 14. SALVAGE CASEWORK, DOOR HARDWARE, CORES, LOCKSETS, AND I i I I - - RETAIN WOOD SLAT CEILING THIS SIDE OF WALL TOILET ACCESSORIES, UNLESS OTHERWISE INDICATED OR DIRECTED BY 1 I 1 i ' , OWNER. NOT IN SCOPE I . I I ; I 1 I I -_ 1 ,. I III_- Copyright 16015 1 1 • I i 1 _ I- i fl I: I I I I BID/PERMIT SET i a. DEMOLITION RCP H) L) /-----\ ENTRY/ADMIN rn 0 ENLARGED FIRST FLOOR REFLECTED CEILING PLAN 0 ,, N d- I--- AD131 . D 1 50 I 40 I 30 I 20 I 1 0 I 0 ........r. 50 I 40 I 30 I 20 I 10 I 0 I GENERAL NOTES ABBREVIATIONS: 1. BUILDING ELEVATION 100'-0"= EXISTING GROUIND FLOOR ELEVATION REFER TO INDIVIDUAL SHEETS FOR ADDITIONAL ABBREVIATIONS D DRYER L LOCKER(S) S SOUTH I SOAP DISH DEFL DEFLECTION LAM LAMINATE(D) S&L SOUND & LIGHT 2. COORDINATE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER SPECIAL CHARACTERS DEMO DEMOLITION. DEMOLISH LAV LAVATORY SA SUPPLY AIR FITTINGS OR FIXTURES WITHIN REQUIRED AREAS OR SPACES DEPT DEPARTMENT LB POUND(S) SC SOLID CORE 1 SHOWER CURTAIN & AND DF DRINKING FOUNTAIN LF LINEAR FOOT/FEET SCD SEAT COVER DISPENSER 3. REFER TO INTERIOR ELEVATION SHEETS FOR TYPICAL FIXTURE AND L ANGLE DIA DIAMETER LFT LIQUID FLOOR TREATMENT SD SOAP DISPENSER/SECTIONAL DOOR ACCESSORY MOUNTING HEIGHTS. @ AT DIAG DIAGONAL LP LIQUID PROPANE SDT STATIC-DISSIPATIVE TILE CENTERLINE DIM, DIMS DIMENSION(S) LT LIGHT SECT SECTION 4. INTERIOR WALLS TO BE FULL HEIGHT FROM FLOOR TO STRUCTURE DEGREES DN DOWN LV LOUVER SF SQUARE FEET/STOREFRONT 6 UNLESS OTHERWISE NOTED. 0 DIAMETER OR ROUND DR DOOR LWC LINEAR WOOD CEILING SFP STRETCH FABRIC PANELS 6 ± PLUS 1 MINUS{APPROXIMATE) DR/DRP DRAPERY LWIC LIGHTWEIGHT INSULATING CONCRETE SFRM SPRAYED FIRE-RESISTIVE MATERIAL(S) > GREATER THAN DS DOWNSPOUT LWP LINEAR WOOD PANEL SG SLIDING GLASS < LESS THAN DTL, DET DETAIL SH SHELF DW DISHWASHER MACH MACHINE SHR SHOWER DWG DRAWING MAX MAXIMUM SHT SHEET ABBREVIATION DESCRIPTION MB MARKER BOARD SHTING, SHT'G SHEATHING E EAST/EXISTING MECH MECHANICAL SIM SIMILAR AB ANCHOR BOLT/ACOUSTICAL BOARD EA EACH MEP MECHANICAL, ELECTRICAL; PLUMBING SJ SEISMIC JOINT Bora Architects, Inc. ABV ABOVE EL ELEVATION MANF, MFG MANUFACTURE(R)(ING) SL SLIDING AC AIR CONDITIONING / ELF ELASTOMERIC LIQUID FLOORING MH MOP/BROOM HOLDER SMS SELF TAPPING METAL SCREW 720 SW Washington, Suite 800 ARCHITECTURAL CONCRETE EJ. EXP JT EXPANSION JOINT MICRO MICROWAVE SP SOLID POLYMER Portland, Oregon 97205 ACC FLR ACCESS FLOOR SYSTEM ELEC, ELECT ELECTRIC(AL) MIFRC MASTIC AND INTUMESCENT SPECS SPECIFICATIONS ACCES ACCESSORY(IES) EOS EDGE OF SLAB FIRE-RESISTIVE COATINGS) SS SOLID-SURFACING 503.226.1 575 ACT ACOUSTICAL CEILING PANEL I TILE EP ELECTRICAL PANEL MIN MINIMUM, MINUTE(S) SS, SST STAINLESS STEEL ACOUS ACOUSTICAL ELEV ELEVATOR, ELEVATION MISC MISCELLANEOUS ST STONE WWW.bora.CO APC ACOUSTICAL PLASTER CEILING EQ EQUAL MO MASORY OPENING STC SOUND TRANSMISSION CLASS — AD AREA DRAIN EQUIP EQUIPMENT MP METAL PANEL STD STANDARD ADDL ADDITIONAL EXIST,(E) EXISTING MR MIRROR STL STEEL ADJ ADJUST{ABLE), ADJACENT EXP EXPOSED TO STRUCTURE MTL METAL STOR STORAGE AFF ABOVE FINISHED FLOOR EXT EXTERIOR MULL MULLION STRUC(T) STRUCTURAL AHJ AUTHORITY HAVING JURISDICTION SQ SQUARE AL, ALUM ALUMINUM F FLUSH N NORTH SUSP CLG SUSPENDED CEILING ANOD ANODIZED FA FIRE ALARM ND SANITARY NAPKIN DISPENSER SYM SYMMETRICAL AP ACOUSTICAL PANEL FAS FIRE ALARM / HORN /STROBE NIC NOT IN CONTRACT SYS SYSTEM APPROX APPROXIMATE FB FABRIC NO NUMBER ARCH ARCHITECTURAL ECU FAN COIL UNIT NNO NOT NORMALLY OCCUPIED T, TLT TOILET AV, AN AUDIO VISUAL ED FLOOR DRAIN 1 FOLDING DOOR NR SANITARY NAPKIN RECEPTACLE TAG, T&G TONGUE AND GROOVE AWP ACOUSTICAL WOOD PANEL FDS FOLD DOWN SEAT NTS NOT TO SCALE TB TACKBOARD/TOWEL BAR FE FIRE EXTINGUISHER TR TREAD BCS BABY CHANGING STATION FEC FIRE EXTINGUISHER CABINET 0, 0/ OVER TC TOP OF CURB BD BOARD/ BARN DOOR FF FINISHED FLOOR, 00 ON CENTER TEL TELEPHONE 5 BL WINDOW BLIND FACTORY FINISH OD OUTSIDE DIAMETER TELCOM TELECOMMUNICATIONS 5 BLDG BUILDING FFL FINISHED FLOOR LEVEL OFCI OWNER FURNISHED CONTRACTOR TF TRANSPARENT FINISH BLKG BLOCKING FG FULL-GLAZED INSTALLED TH TOWEL HOOK BM BEAM FH FIRE HYDRANT OFOI OWNER FURNISHED -OWNER INSTALLED TMG TRANSPARENT MIRROR GLASS BO BOTTOM OF FIN FINISH(ED) OH, OPP HND OPPOSITE HAND TO TOP OF BOS BOTTOM OF STRUCTURE FLR FLOOR OP OPERABLE PARTITION TOA TOP OF ASPHALT BOT, BOTT BOTTOM FDN FOUNDATION ORD OVERFLOW ROOF DRAIN TOC TOP OF CONCRETE BR. BRK BRICK FM FIRE MARSHAL TOE TOP OF FLOOR BRKT BRACKET FO FACE OF P, PTD PAINT(ED) TOP TOF OF PLATE/PARAPET BTWN BETWEEN FOC FACE OF CONCRETE PAC PRECAST ARCHITECTURAL CONCRETE TOD TOP OF DECK FOS FACE OF STUD PC PRECAST CONCRETE TOW TOP OF WALL CAB(S) CABINET FOF FACE OF FINISH PFE PORTABLE FIRE EXTINGUISHER TP TOILET PARTITION CB CATCH BASIN FOM FACE OF MASONRY PL PLASTIC LAMINATE/PLATE TPH TOILET PAPER HOLDER CC CURING COMPOUND FOT FACE OF TILE PLUM, PLUMB PLUMBING TS TUBE STEEL/TOWEL SHELF CD COILING DOOR FPS FRONT PROJECTION SCREEN PLYWD PLYWOOD TV TELEVISION CFG CLEAR FIRE-RATED GLASS FRP FIBERGLASS REINFORCED PNL PANEL TYP TYPICAL CG CORNER GUARD /CLEAR GLASS / PLASTIC SHEET PR PAIR COILING GRILLE FRT FIRE-RETARDANT TREATED PSI POUNDS PER SQUARE INCH UL UNDERWRITERS LABORATORIES INC CH COAT HOOK FT FOOT(FEET) PSF POUNDS PER SQUARE FOOT UNO UNLESS NOTED OTHERWISE • CI CAST IRON FTG FOOTING PT PRESSURE TREATED UON UNLESS OTHERWISE NOTED CIG CLEAR INSULATING GLASS FUR FURRED, FURRING PTD PAPER TOWEL DISPENSER US URINAL SCREEN/ UTILITY SHELF J` CILG CLEAR INSULATED LAMINATED GLASS FWTP FABRIC-WRAPPED TACK PANEL PTDR PAPER TOWEL DISPENSER/RECEPTACLE CIP CAST IN PLACE PTR PAPER TOWEL RECEPTACLE/ PRINTER VDWC VISUAL DISPLAY WALL COVERING JOHN W. O'TOOLE „ _ CJ CONSTRUCTION /CONTROL JOINT G GROUT/GLAZED PWC PLASTIC WALL COVERING / IMPACT- VERT VERTICAL a " CK CHALKBOARD GA GAGE, GAUGE RESISTANT SHEET WALL COVERING VEST VESTIBULE . - dIIIIIII CL CENTER LINE GALV GALVANIZED VG VISION GLASS *f] POR AND, OREGONA, . CLG CLEAR LAMINATED GLASS GB GRAB BAR QB QUARRY TILE BASE VHI VERY HIGH IMPACT "� CLG, CELL CEILING GFRC GLASS-FIBER-REINFORCED QT QUARRY TILE VIF VERIFY IN FIELD 3529 CLR CLEAR CONCRETE VJ VENTED JOINT OF 03 CMG CLEAR MIRROR GLASS GLU LAM GLUE LAMINATED R RISER VRB VENTED RESILIENT BASE CMU CONCRETE MASONRY UNIT GP GYPSUM PLASTER RA RETURN AIR CNSK, C-SUNK COUNTERSUNK(SINK) GT GLASS TILE RAD RADIUS W WEST/WASHING MACHINE 4 CO CLEAN OUT GYP BD, GWB GYPSUM (WALL)BOARD RB RESILIENT BASE W/ WITH 4 COL COLUMN RCP REFLECTED CEILING PLAN(S) WB WOOD BASE -i—N CONC CONCRETE HB HOSE BIBB RD ROOF DRAIN WC WATER CLOSET/WHEELCHAIR 5 CONN CONNECTION HC HANDICAP REF, REFRIG REFRIGERATOR WC. WCV WALL COVERING E 2 ,, N CONSTR CONSTRUCTION HDWD HARDWOOD REINF REINFORCE(D)(MENT) WD WOOD •MEE CCS j N CONT CONTINUOUS, CONTINUE HDWR HARDWARE REQ'D REQUIRED WDO, WIN WINDOW >.. co EW CEMENT PLASTER HM HOLLOW METAL RESF RESINOUS FLOORING WF WOOD FLOOR(ING) " 0 co o, CPU CONCRETE PAVER UNIT HOR, HORIZ HORIZONTAL REV REVISION(S)/ REVISED WG END-WALL GUARD CO2 CR CURTAIN ROD 1 HSS HOLLOW STRUCTURAL SECTION RE RESILIENT FLOORING WM WALK-OFF MAT V♦ o SHOWER CURTAIN ROD HVAC HEATING, VENTILATING RFT RESILIENT FLOOR TILE W/O WITHOUT • L_ E CPT CARPET &AIR CONDITIONING RH ROOF HATCH / ROBE HOOK WP WOOD PANEL Q 2 w cl g CS CONCRETE -SEALED/ RM ROOM WRB WEATHER-RESISTIVE BARRIER CONCRETE SEALER ID INSIDE DIAMETER, IDENTIFY RD ROUGH OPENING WS WOOD SIDING /WOOD SEALER CT CERAMIC TILE IN INCH(ES) RPS REAR PROJECTION SCREEN CTG CLEAR TEMPERED GLASS INFO INFORMATION RS ROLLER SHADE XS EXTRA STRONG Oo CTIG CLEAR TEMPERED INSUL INSULATION RST RESILIENT STAIR TREAD 0 N INSULATING GLASS INT; INTER INTERIOR R/T RECYCLING/TRASH CJ E O CW CURTAIN WALL RTU ROOF TOP UNIT 0 co JAN JANITOR RWF RESILIENT WOOD FLOOR = o 0 CO JT JOINT V � V) '5 CL) 03 a TARGETS: MATERIAL GRAPHICS: O w N C ROOM NAME AND NUMBER TARGET ASSEMBLY TYPES TARGET MATERIAL HATCHES SYMBOLS ••••= o NW o NAME#1 --• ROOM NAME#1 V BREAKLINE co E U Q Q NAME#2 - ROOM NAME#2 C C ) -7 CEILING, ASSEMBLY TARGET I I I I I , I , , I O (no NUMBER ROOM NUMBER 1 I I I I I ACTm °' 3 AREA SF ROOM AREA 3DS1 WALL ASSEMBLY TARGET n(11 PIPE BREAK 3VC; o (WHERE APLIES) ` REFER TO ASSEMBLY c) 0 — SHEETS / ALUMINUM PROPERTY LINE o ENLARGED DETAIL TARGET uu Eli (71 g DOOR NUMBER TARGET LI . ASPHALT PLAN WALLS 1 0� DETAIL VIEW NUMBER Ti A000 DRAWING SHEET NUMBER 100-1 DOOR NUMBER j /A EXTERIOR WALLS & L �. BRICK& TILE INTERIOR PARTITIONS �— CD SUFFIX 1 SEQUENCE IN ROOM PARTIAL HEIGHT WALLS \ ASSOCIATED ROOM NUMBERCO BUILDING SECTION TARGET VI/y/1rIl) )/r /lfl( ll )'t ly/J `I1l 1 CARPET 0-0 TOW •— VIEW ORIENTATION THIS SIDE " d a'p - CONCRETE 0 0 . DETAIL VIEW NUMBER PROJECT ELEVATION TARGET ELEVATION SYMBOLS AND HATCHES A000 A000 DRAWING SHEET NUMBER 100'-0" - ELEVATION CURTAIN 1 DRAPERY CLOCK T.O.S. - ELEVATION QUALIFIER (RELATIVE OR ABSOLUTE ) WALL SECTION TARGET MECHANICAL, ELECTRICAL. TELECM OR FIRE SPOT ELEVATION TARGET 1 I IIIIIIII 111 EARTH NOTIFICATION DEVICE VIEW ORIENTATION THIS SIDE OF CUT LINE 10'-0" ELEVATION DETAIL VIEW NUMBER GLASS / A.F.F ELEVATION QUALIFIER (111Dh)\ -� ///// GLASS (ELEVATION VIEW) A000 DRAWING SHEET NUMBER (RELATIVE OR ABSOLUTE ) - SPOT OF ELEVATION I' C7��]�C� c----;(--3 2 2 Uf /c" I.Jf Ir GRAVEL DETAIL SECTION TARGET STRUCTURAL GRID TARGET .: FEC , ,.-:..-7.:-..,.. .,•.,...•::-:'•5•:•..,rGROUT I MORTAR FIRE EXTINGUISHER CABINET VIEW ORIENTATION THIS SIDE OF CUT LINE A — VERTICAL GRIDS (PRIMARY) . DETAIL VIEW NUMBER 1,:.:_ ;.,' =.)` .;..._'=' .:: . _> 1 GYPSUM BOARD A000 -- DRAWING SHEET NUMBER -.— HORIZONTAL GRIDS (PRIMARY) • IP INSULATION, BATT SECONDARY GRIDS (DECIMAL) EXTERIOR ELEVATION TARGET 1 '5 I I I � INSULATION, RIGID MARK DATE DESCRIPTION I E �� FOAM BOARD DETAIL VIEW NUMBER p4 A000 0/ _ �' �T� INSULATION, MINERAL Issued: 12/21/2018 DIMENSION POINT TARGETS 1—T 4 1- 1 WOOL BOARD DRAWING SHEET NUMBER CENTERLINE INDICATOR Scale: As indicated I I I I I 1 I I I I IPANELS; TACK. FABRIC INTERIOR ELEVATION TARGET ,N DATUM/ELEVATION SYMBOL 11111111111I111I1I1I11- WRAPPED ` DIMENSION POINT SYMBOL i i 1 PLASTIC DETAIL VIEW NUMBER 4 A000 27 3 \ DRAWING SHEET NUMBER �D�o4 SIGNAGE MARKER %//jj//1/jj/ STEEL Copyright 16015 1 1 ARCHITECTURAL NORTH ARROW I><i L— i WOOD: FRAMING. BLOCKING BID/PERMIT SET N� ARCHITECTURAL . _ PLAN NORTH � ..--, WOOD, FINISH ARCHITECTURAL in Cri INF TRUE NORTH ABBREVIATIONS c.] �� "rte WOOD PANEL IN ELEVATION SYMBOLS & NOTES c //// /// //�/ I PLYWOODA001 f 1 50 1 40 I 30 I 20 I 10 I 0 1 I 50 I 40 1 30 I 20 I 10 I 0 TYPICAL VI/ALL ASSEMBLIES (E) S.U. ROOFING OVER (E) B.U. ROOFING OVER RIGID INSUL OVER CFD RIGID INSUL OVER CFD ASSEMBLY LEGEND t - I l _ WALL TYPES SYMBOL WOOD STUD SIZE KEY: -. , Y , F E 1 , ! - 1 41 - WALL TYPE CODE H = 2x2 �f I �1I-4114 TT�+I 'I-4114 I I�+ �j+j I .I I �ll+� 1!TI-�� I�I� +I 4 I I-II , I T �4 i+� I ISI i �`� I�I I-II �II 41414.41=1 i-�l-I ��f rI�-I�+'+ �=1 I� i� 1- +�'1+ �I 1-14 IIli �i [-I I� a E - STUD SIZE. REFER J =2X4 I-I 1-I ■ -�1I II ■ �1I� � �I ■ 1I� �I I� +� E-1T I� IST III I I ' K= 2X6 I I I I� �1 t �I� L! 1:110-1--1 -_ ,11- -a I # I I� a I� I �i� i 1 1�a 4�T I I ■ >-I-1 4I4I1-I ■ a- -I4 I -T � I-a �i]-I E 1f� ■ 1-1-1414- �I� ■ �I I-I , TO STUD SIZE KEY L= 2X8 6 I 1 I-1--1 414 -I 1-=---I 411- 1- -1 4 -1-- 1-7- 414 -I-I+- --4 1 -L I---1-H-114 1- 1477-14 4 --1 . 1-1-1 6 I- I-1 f� ■ �I �1� ! �I ■ I -�I� • �k� I•�1 �I-E4 �E-I �I I � �I� I 1 ' I- ■ ■ ■ u ■ r 1 =TOP OF WALL ■ ■ ■■ ■ ■■ ■ VW r P. ■ i —_� I I r-rl �-ri i T-r ItI- ITS E i-rti i i r I .� �,, I-�1-f�.? �1 �1 I : STT i- �l TIT CONDITION, REFER TO TOP - (1) LAYER GYPSUM BOARD -- —y.,_, ► (41 E1) OF WALL CONDITION KEY CONT. L METAL TEAR-AWAY ► — CONT. L METAL TEAR-AWAY . - 1) BORA �� WOOD FRAMING E OF WITH SILICONE BULB SEAL '-- WITH SILICONE BULB SEAL I _ ' EACH SIDE, UN) ,_, ' `---_, EACH SIDE 1 ASYMMETRICAL AS-• INDICATES LEFT DSEMBLY ACOUSTICAL INSULATION A �� • ► 15E3 AT 02 J ` ' r� CONT. WOOD BLOCKING WOOD BLOCKING - Bora Architects, Inc. x F-4,, — T E - EXTERIOR WALL r 720 SW Washington Suite 800 F.,.-: l=•'- 1 IfflIfifi . lo (112) Portland, Oregon 97205 NON-RATED PARTITION - ;_ 01 ',c-- , 1 Hnim (E) 4X6 PURLINS +1" 1"� _ 503.226.1575 CEILING 5'-0" O.C. d' • SYMBOL: LLI @ I (E) 4X6 PURLINS @ 5'-0" O.C. - F .1 :� www.bora.co �� NON-RATED ACOUSTICAL PARTITION r': , ;I p — CO2--J H ! I k: (col) STC 39 Q i - 0 -,,, A - _ a. ASSEMBLY NOTES r - - (E) GLULAM WOOD FRAMING; 1. GYPSUM BOARD TO BE TYPE "X", 518"THICK. UNLESS OTHERWISE NOTED. , % :::: ______------- . :‘,,: ,_ :- LIJ :: ____________ � ANCHOR TO (E) GLULAMS -� -,r• 2. DIMENSIONS ARE TO FACE OF GYPSUM BOARD FINISH UNLESS OTHERWISE ��.., FURRING AT SIDES OF (E) 1.- (1) LAYER GYPSUM BOARD :i: F , I 1 1 T=.t BEAM ' NOTED. r: EACH SIDE „ ' ��� r ��t SEALANT ACOUSTICAL DE NFORMATIONSTRUCTURAL DRAWINGS FOR WOOD FRAMING DETAILS AND • r�+1, CONT ACOUSTICAL Vr►r'.'.+>A� ((, �' (E) GLULAM �1 ,.' SEALANT EACH SIDE — CONT METAL DEFLECTION TRACK, WOOD FRAMING BEYOND \ 5 . ,':.1 CONT METAL DEFLECTION TRACK, (SLOTTED W12 112" FLANGES) ;:'I 4 FINISH MATERIALS SUCH AS CERAMIC TILE, PANELING, ETC. ARE NOT I _,lf'' 44IllIllppw ' _ [-',. SHOWN AS AN INTEGRAL PART OF WALL TYPE. REFER TO ROOM FINISH TAGS:�\ (SLOTTED W/2 112" FLANGES) k_, FASTEN GYPSUM BOARD TO �.� f —+"4:44.------ LOWER PLATE ONLY ,; :;I AND INTERIOR ELEVATIONS. ACOUSTICAL INSULATION w 4, FASTEN GYPSUM TO TOP PLATE ONLY `_ : . : ' - Y' "-- 5 WHERE CERAMIC TILE IS SCHEDULED, REPLACE GYPSUM BOARD WITH TILE AT( 04 SEE PLANS FOR WALL TYPE �'� y SEE PLANS FOR WALL TYPE �_: �r-� np c BACKING BOARD. , 6. ALL PENETRATIONS THROUGH ACOUSTICAL WALLS TO BE SEALED. 35 ACOUSTICAL HEAD AT ROOF DECK PERP TO GLULAM 25 ACOUSTICAL HEAD AT ROOF PARALLEL TO GLULAM NON-RATED PARTITION 3" = 1'-0" 3" = 1'-0" CO3-) - NON-RATED ACOUSTICAL PARTITION 04-J Cf) % • I Atso - 1;.. -.,.: JOHN W. 0' DOLE A alp. . . . ., < . , .., ., . ._ -•• SEE PLANS FOR Y, SEE PLANS FOR tik POR i a OREGON SEE PLAN FOR WALL TYPE WALL TYPE (2) LAYERS GYPSUM BOARD � i,-:: 3529 LOCATION OF • + OF OQ LEFT SIDE OF . W ACOUSTICAL SEALANT CONT. SILL PLATE -ANCHOR jr ASSEMBLY • WOOD FRAMING - EACH SIDE i TO FLOOR 0 t-.-) -': - — (1) LAYER GYPSUM BOARD -- ACOUSTICAL SILL NON-RATED SILL . 24 •L -0 L. c 3" oo — Yo ACOUSTICAL INSULATIONU.) co -� 3" 1 -� ■�■�N cS n •— L E N o_ C 5 a) co c° 0 2 E.-u- ,c.' 1= �� , GRID SUSPENSION SYSTEM NON-RATED ACOUSTICAL PARTITION / METAL SYSTEM STEM SUSPENSION (E)WOOD CEILING JOISTS O COG , Cif) STC 40 ill-0 O ...I: J., . ma CLG HT ..... � ,./. / HT / �� HEIGHT HEIGHT - -. - -. HLF. SEECLG RCPTV. LAY-IN CEILING PANEL (1) LAYER GYPSUM BOARD C (1) LAYER GYPSUM BOARD • NOTE: IIW Q w WHEN LAY-IN CEILING USED AS RETURN v a rn :, W AIR PLENUM PROVIDE RETENTION CLIPCa o (2) LAYERS GYPSUM J PER MANUFACTURER'S INSTRUCTIONS T BOARD EACH SIDE v m co a' SUSPENDED GYPSUM BOARD CEILING WOOD FRAMED GYPSUM BOARD CEILING 3 CO -E 0 ,, • WOOD FRAMING < C C1 J co 1 I— ACOUSTICAL - .SUSPENDED LAY-1N CEILING C3 C9 J -0 IH <71 If INSULATION AT 08 ) Um' I � V 0 —11\4— _t —I, __1ism I Imo— GYP. BD. r— 12 GA MIN SUSPENSION -r-- COMPRESSION STRUTS & 12 GA MIN SPLAYED NON-RATED PARTITION WHERE OCCURS WIRES; EXTEND TO A BRACING WIRES, WHERE REQUIRED CU C07-7): ;; STRUCTURE ABOVE: SEE 1� CROSS RUNNERS @ TYPICAL ATTACHMENT / COMPRESSION STRUT SCHEDULE CP CD L - 24 O.C.MAX. RETAIL _i___ �� •■� NON-RATED ACOUSTICAL PARTITIONZ TYPE LENGTH O$- 1 ,.1 6" X 22GA STRAP F- - (08--) STC 44 \ @ STUD WALLS ', 112" EMT CONDUIT UP TO 5-10" • ` r+ v, 314" EMT CONDUIT UP TO 7'-8" ��\ [ r I 1 Ill I illl 1" EMT CONDUIT UP TO 9'-9" I � 11�_r L.t.J - . Ob � I I I I I I I I I I I I I I I I I I lilliii-- -� I I I I I� It I I I I I IA2 (1) 1 518"20 gauge STUD UP TO 12'-0" 0 PERIMETER CLOSURE MAIN RUNNERS (1) 2 1/2" 20 gauge STUD UP TO 13'-6" ANGLE AND ICC ES TESTED, SEISMIC CLIP LAY IN CEILING PANEL Back-to-back SYSTEM 1 518" 20 gauge STUD UP TO 15'-0" REMOVE (E) GYPSUM BOARD 8"OR 1/4 LENGTH OF END SPAN/� 4'-0" O.C. MAX a.... AS NECESSARY AND REPLACE WITH (1) LAYER NEW GYPSUM ''-i' WHICHEVER IS LEAST 12'-0" MAX Back-to-back / EA. WAY 2 112" 25 gauge STUD UP TO 15`-0" BOARD 6'-0" MAX - NOTE: LENGTHS OVER 15'-0" REQUIRE STRUCTURAL REVIEW 2 • REPLACE (E) INSULATION WHERE DELEGATED DESIGN SUSPENDED CEILING SYSTEM 1 REMOVED ��"=- E FRAMING AND OTHER •� O 32 CEILING - SUSPENDED LAY-IN CEILING BYROM ASSEMBLY LAYERS TO REMAIN 3" = 1'-0" I NON-RATED RENOVATED WALL 10 � MARK DATE DESCRIPTION MATERIAL TRANSITION MATERIAL TRANSITION MATERIAL TRANSITION Issued: 12/21/2018 AT CENTERLINE OF DOOR, WHERE METAL REDUCER AT CENTERLINE OF AT CENTERLINE OF, W Z RUBBER REDUCER CARPET TO CARPET TRANSITION DOOR; WHERE DOOR, TRANSITION OCCURS OCCURS BUTT JOINT OCCURS Scale: As indicated ° Car) —7,1 r : 47-4-- - WHERE NO DOOR WHERE NO DOOR - WHERE NO DOOR 1 LAYER SHEAR WALL PANEL. CARPET TILE; OCCURS, SEE FINISH RESILIENT OCCURS SEE FINISH WALK OFF MAT, OCCURS, SEE FINISH O SEE ROOM FINISH PLANS FOR LOCATION FLOOR; PLANS FOR LOCATION SEE FINISH PLANS FOR LOCATION ' 001- SEE STRUCTURAL. 112 mi 0 SCHEDULE ' SEE FINISH SCHEDULE RESILIENT FLOOR, SCHEDULETILE FLOOR; SEE CARPET TILE, SEE �-+ NEW ACOUSTIC INSULATION (/) SEE ROOM FINISH FINISH SCHEDULE FINISH SCHEDULE AT® OR (E) TO REMAIN0Hm. �. SCHEDULE i'///?/"/ • 1! Copyright — a 1Tr ° I16015 p (E) WOOD FRAMING TO REMAIN ...1 Z w• Pm- - Li_ < .. 7-. -,-,. :::, a • .:• :-._,-,_-.--,, ' . ._ 3 - -, FLOOR ASSEMBLY s ' .;d °' '� - 4 FLOOR ASSEMBLY 4• °.° �• = : - b 6�+ FLOOR ASSEMBLY a . . -' .. • : -. ;, BID/PERMIT SET 0 •-:, -- - ' ,..,_-.;• =_-, -• - i .. _ _, ‘,-,' - .-.: .i: _ ---..--. -..- BOARD AND FINISHES 11 TO REMAIN qD 31 TRANSITION - CARPET TILE TO RESILIENT FLOOR q.:1) TRANSITION - RESILIENT FLOOR TO TILE BYROM 11 TRANSITION - WALK OFF MAT TO CARPET TILE BYROM WALL ASSEMBLIES & Ln NON-RATED SHEAR WALL PANEL C 3" = 1'-0" 3" = 1'-0" C 3" = 1'-0" DETAILS / CEILING (Ni C 11 ASSEMBLIES O, NON-RATED SHEAR WALL PANEL E C12J 4 A002 • BD 50 1 40 1 30 I 20 I 10 I 0 I 50 I 40 I 30 1 20 I 10 I 0 I TYPICAL WALL ASSEMBLIES : TYPICAL HEAD DETAILS : (E) B.U. ROOFING OVER (E) B.U. ROOFING OVER GENERAL NOTES RIGID INSUL OVER CFD RIGID INSUL OVER CFD - i =_ 7. BUILDING ELEVATION 100' 0" EXISTING GROUIND FLOOR ELEVATION 1t■■■■■■■■/■I■ t 1 t [ 1 _ ■■■■■■■■■■■■I■■■■■■_■■/�■ ■ 1 1 1 1 1 11 1 1 I 2. COORDINATE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER -I 1# 1- ISI , '4- 141 � I I� 1414-4 1-I FF 4-- I��H- 1-I 4 '�q4{ �1--I�' �I f--I i- 4-I Imo: 1 [4I I--1 1- 1- f H 4 1 I ��`1=I-4 I- I •1-1 14i 14 -- I r I-1 I ��-- 1-14 --� ��1-I �4- I-I �qI I I �1-1-i 4,1 FITTINGS OR FIXTURES WITHIN REQUIRED AREAS OR SPACES •• :r 4�� 4- 1-F4�a 1-ILL � Ii I� I I I I �41-k-, 14141.7144-1-1414,14T-4' � I-i- I SI 1-1-1414- III I I } I I ■ it� �� I-IL�1 I 1-11-I �iTI 1-14'4- 14,11-1- 3. REFER TO INTERIOR ELEVATION SHEETS FOR TYPICAL FIXTURE AND T I f I I ' I °� 1-1 ;41411 i T ! �I� I �I� IT-I 4 d- �I� -�l� ��-�l-I � I �� - � ��T� I� J4T--111-1 ,41- FF-1414- 1--f741, l-a{ I� -4E-I 1 �- 1- i-I� + �- �i{I -I la- 1-I� I I-II I- ��� �- �I- ACCESSORY MOUNTING HEIGHTS. ,4- 1-T1 ,41 '41-a I-1-,,41 14 , I . 1-14.1 , . 4. I 1+4 4I 4-. 4 Al, I-I-, 1-14-I 41 I4 14 1-I-,4I-1 1-I -I - 4,- 1-7-11-1 ,-k I a-; . 4 41 4 I . , . 1-7+ 74-t 4 - -k-. 1417-4 4,-I �-:T 4 4; 141—i 4.4--1-1-4 ,,# -k I-1-H 1—,4- 1-� 41 X:,:'--,' 4. INTERIOR WALLS TO BE FULL HEIGHT FROM FLOOR TO STRUCTURE6CONT. L METAL TEAR AWAY CONT. L METAL TEAR AWAY UNLESS OTHERWESE NOTED. (1) LAYER GYPSUM BOARD WITH SILICONE BULB SEAL WITH SILICONE BULB SEAL,, EACH SIDE I EACH SIDE ✓ f WOOD FRAMING i . • CONT. WOOD BLOCKING - - WOOD BLOCKING ' - 7 � ACOUSTICAL INSULATION — --7-`: i. AT� 02 ) F Bora Architects, Inc. +1-r' '._ _. 720 SW Washington, Suite 800 �. .i '` ASSEMBLY LEGEND (E)4X6 PURLINS Portland, Oregon 97205 NON-RATED PARTITION @ 5'-0" o.c. t;I i h••' 503.226.1575 (01 ) I (E)4X6 PURLINS @ 5'-0" O.C. FI — �-- { i. ,_ \ WALL TYPES SYMBOL: WOOD STUD SIZE KEY: :_ www.bora.co 1., . NON-RATED ACOUSTICAL PARTITION �`: 41 = WALL TYPI= CODE H = 2x2 (O2 ) "' �' _''i •., E = STUD SIZE, REFER J =2X4 �,' .: A � TO STUD SIZE KEY L= 2X8 r I ! - TOP OF WALL !. a ',• :_; y F CONDITION, REFER TO TOP = - (E) GLULAM r ►—(41E1) OF WALL CONDITION KEY '' • INDICATES LEFT SIDE OF WOOD FRAMING, FURRING AT SIDES OF (E) I:' rtJ: i ASYMMETRICAL ASSEMBLY _ __ ANCHOR TO (E) GLULAMS f- -•a BEAM _ 1 I: - I r• �,i:: 15E3 ( = A-44010......if � CONT. ACOUSTICAL . i E-- = EXTERIOR WALL 1r I` ---- CONT. ACOUSTICAL i SEALANT EACH SIDE (E) GLULAM _ SEALANT EACH SIDE - i CONT METAL DEFLECTION TRACK, BEYOND CONT METAL DEFLECTION TRACK, (SLOTTED W/2 1/2" FLANGES) ', ► �E12� FASTEN GYPSUM BOARD TO 5 f. ' ___� (SLOTTED W/2 112" FLANGES) S i;_•. 5 _y• FASTEN GYPSUM TO TOP PLATE ONLY p.‘;.•. -:-.,---------- LOWER PLATE ONLY ..• i'•;_ (1) LAYER GYPSUM BOARD '•.`• CEILING ._ r . . EACH SIDE �', n u;= SEE PLANS FOR WALL TYPEI SEE PLANS FOR WALL TYPE y SYMBOL: (col) -- WOOD FRAMING 35 ACOUSTICAL HEAD AT ROOF DECK - WOODWARD 3" = 1'-0" ACOUSTICAL INSULATION AT( 04 ) - • TYPICAL SILL DETAILS : ASSEMBLY NOTES NON-RATED PARTITION 1 GYPSUM BOARD TO BE TYPE "X", 5/8"THICK, UNLESS OTHERWISE NOTED. 0 _J 2. DIMENSIONS ARE TO FACE OF GYPSUM BOARD FINISH UNLESS OTHERWISE ISSUED FOR . NOTED. NON-RATED ACOUSTICAL PARTITION _ INFORMATIONAL 04--J '] 3. REFER INFORMATION DRAWINGS FOR WOOD FRAMING DETAILS AND PURPOSES ONLY -' 4. FINISH MATERIALS SUCH AS CERAMIC TILE, PANELING. ETC. ARE NOT �` ••,k, SEE PLANS FOR :,,-:,:,:.7' SEE PLANS FOR SHOWN AS AN INTEGRAL PART OF WALL TYPE. REFER TO ROOM FINISH TAGS : • WALL TYPE WALL TYPE AND INTERIOR ELEVATIONS. NOT FOR CONSTRUCTION -' � - ACOUSTICAL SEALANT �-'•i CONT. SILL PLATE -ANCHOR 5. WHERE CERAMIC TILE IS SCHEDULED, REPLACE GYPSUM BOARD WITH TILE 60 -' BACKING BOARD. :i EACH SIDE TO FLOOR -' 6. ALL PENETRATIONS THROUGH ACOUSTICAL WALLS TO BE SEALED. O Cr) a) Co : 1,___A-- 0 , L 3 � -ca' -0 ?+ cn c SEE PLAN FOR ..� (2) LAYERS GYPSUM BOARD CEILINGS : LOCATION OF ' , owO LEFT SIDE OF N ' a cNQ _ � ASSEMBLY WOOD FRAMING • LE Q W f 1— (1) LAYER GYPSUM BOARD - GRID SUSPENSION SYSTEM METAL STUD CEILING FRAMING O ACOUSTICAL INSULATION / METAL SUSPENSION SYSTEM PROVIDE FRAMING MEMBER AT( 06) SECTION & THICKNESS PER miC /` MANUF PUBLISHED CEILING SPAN TABLES TO MAINTAIN i L/240 MAX DEFLECTION. (05--) NON-RATED PARTITION , CLG HT 1cn HEIGHT CLG HT l IN. � � HEIGHT , CLG HT NON-RATED ACOUSTICAL PARTITION ` HEIGHT •— 06_- 40 LAY-IN CEILING PANEL , (1) LAYER GYPSUM BOARD -- (1) LAYER GYPSUM BOARD �i NOTE CO WHEN LAY-IN CEILING USED AS RETURN AIR PLENUM PROVIDE RETENTION CLIP 3 PER MANUFACTURER'S INSTRUCTIONS 3 CO -- SUSPENDED GYPSUM BOARD CEILING C C7 FRAMED GYPSUM BOARD CEILING C Cl J SUSPENDED LAY-IN CEILING C3 J (E)WOOD CEILING JOISTS (E)WOOD CEILING JOISTS ma • L _ - - ' I = GYP. BD. — 12 GA MIN SUSPENSION •- - -�� • COMPRESSION STRUTS & 12 GA MIN SPLAYED WHERE OCCURS WIRES, EXTEND TO 'y BRACING WIRES, WHERE REQUIRED CD _ - L (2) LAYERS GYPSUM STRUCTURE ABOVE. SEE •imm BOARD EACH SIDE E. -�., CROSS RUNNERS @ TYPICAL ATTACHMENT / COMPRESSION STRUT SCHEDULE IC 24 O.C.MAX. DETAIL _�___ / ._,N WOOD FRAMING . ,. CLG HT V_.I.F. -,1' 1)/ CLG HT V.LF. ;: y — TYPE LENGTH SEE RCPSEE RCP1. 6" X 22GA STRAP v 112" EMT CONDUIT UP TO 5'-10" ' , '\- — 14, @STUD WALLS ' ;--- t. 314" EMT CONDUIT UP TOT 8" --ACOUSTICAL INSULATION (1) LAYER GYPSUM BOARD (1) LAYER GYPSUM BOARD - I c,I \ —41 -I C� - AT OVER (1) LAYER OF PLYWD e 1" EMT CONDUIT UP TO 9'-9" - ( 08 ) ,. n - I I I I I I I 1 I I I I I I I*I I I I I I I I I I I I - SHEATHING, SEE STRUCTURAL IIIII 1111 PERIMETER CLOSURE (1) 1 5/8" 20 gauge STUD UP TO 12'-0" ANGLE AND ICC ES MAIN RUNNERS (1)2 1/2"20 gauge STUD UP TO 13'-6" NON-RATED PARTITION WOOD FRAMED GYPSUM BOARD CEILING WOOD FRAMED GYP BD CEILING WI PLYWD SHEATHING TESTED. SEISMIC CLIP LAY IN CEILING PANEL Back-to-back \ 1 UP TO 15'-IT' C07--J J CC9 CC'I'IJ SYSTEM 8" OR 1/4 LENGTH OF END SPAN . 4'-0" O.C. MAX 1 518" 20 gauge STUD NON-RATED ACOUSTICAL PARTITION WHICHEVER IS LEAST 12'-0" MAX Back-to-back gauge L EA. WAY 2 112 25 gauge STUD UP TO 15 0 (08--� �t� 6'-0" MAX NOTE LENGTHS OVER 15'-0" 2 2 44 V REQUIRE STRUCTURAL REVIEW L DELEGATED DESIGN SUSPENDED CEILING SYSTEM 10 CEILING - SUSPENDED LAY-IN CEILING WOODWARD TYPICAL FLOOR TRANSITIONS : 3" = 1'-0" MARK DATE DESCRIPTION Issued: 12/21/2018 Scale: As indicated MATERIAL TRANSITION MATERIAL TRANSITION ---- -- MATERIAL TRANSITION c_ AT CENTERLINE OF METAL REDUCER - AT CENTERLINE OF c_ AT CENTERLINE OF RUBBER REDUCER CARPET TO CARPET TRANSITION DOOR, WHERE TRANSITION DOOR: WHERE DOOR. WHERE OCCURS OCCURS BUTT JOINT OCCURS WHERE NO DOOR 47/"/ -__ WHERE CWHERE ,S DOOR % OCCURS, SEE FINISH WALK-OFF MAT, CCURS O OFIINISH OR CARPET TOLE; - /jOCCURS, SEE FIN4SH RESILIENTSEE ROOM FINISH : PLANS FOR LOCATION FLOOR; PLANS FOR LOCATION SEE FINISH PLANS FOR LOCATION SCHEDULE SEE FINISH SCHEDULECopyright16015 RESILIENT FLOOR, SCHEDULE / TILE FLOOR; SEE CARPET TILE, SEE 1 SEE ROOM FINISH / FINISH SCHEDULE FINISH SCHEDULE 1 SCHEDULE // - B1D/PERMIT SET 3 `a , . ' , _'d - 11 FLOOR ASSEMBLY . -, . <�_ , a d° - : ` - - " FLOOR ASSEMBLY .- -d -A-, ;•-• FLOOR ASSEMBLY `• ' o -. :_ . ° �d , p e _ ° c -d WALL ASSEMBLIES & in N TRANSITION - CARPET TILE TO RESILIENT FLOOR TRAN ITION - WALK OFF MAT TO CARPET TILE DETAILS / CEILING 13 WOODWARD 14 TRANSITION - RESILIENT FLOOR TO TILE WOODWARD 15 WOODWARD ASSEMBLIES 0 E 3" = 1'-0" 3" = 1,-0" 3" = 1'-0" N 1 50 I 40 I 30 I 20 I 10 I 0 1 I 50 1 40 I 30 I 20 I 10 1 0 FLOOR PLAN NOTES 1. REFER TO ASSEMBLY SHEET FOR WALL ASSEMBLIES. NEW WALL ASSEMBLY IS(04K)U.O.N. 2. STUD SIZES TYPICALLY USED THROUGHOUT PROJECT ARE SHOWN - 6 REFER TO STUD SIZE ON WALL ASSEMBLIES SHEET FOR REQUIRED SIZES. G COORDINATE BLOCKING AND BRACING REQUIREMENTS FOR WALL HUNG 6 BORA ITEMS. PROVIDE 1" FIR PLYWD BACKING FOR ALL WALL HUNG TOILET ACCESSORIES. 3. DIMENSIONS SHOWN ARE TO FACE OF GYPSUM BOARD FINISH, UNLESS OTHERWISE NOTED. REFER TO ENLARGED PLANS FOR DIMENSIONS WITHIN THOSE AREAS. Bora Architects, Inc. 4. PROTECT EXISTING LANDSCAPING, UNLESS OTHERWISE NOTED. 720 SW Washington, Suite 800 5. (E)CORNER GUARDS TO REMAIN UNLESS OTHERWISE INDICATED. Portland, Oregon 97205 503.226.1575 www.bora.co — — _ 7. 7- W-27 W-14 W-26 W-13 W-12 W-11 W-10 W-9 (W-!)3 W-7 W-22(W-6 W-21 W-3 W-20 €-2 (W-1) W-18 W-17 W-16 W-15 N N ! I I I I I I I ! I I I I I I I I i I I I 5 W-Q I -I -I I - - I - .-- I - - I - - - - - I - - - I - - - W Q1 5 ! 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RM tl D111 0112 - I • - r� I - ,� - - _ .�.�.i. •i• •i• D103 • CLASSROOM €1,1.- I CD r T I • ORKR OI}II OBBY I I I - ,-----N • 6 i L BOYS GIRLS •• i 0107 — — — — — _^�-_ —_ - �---- — — — sir-�Q I— I W-T7 - 1 D101• W-T7B i 1 • ,. 1 1 il I • I 1111-1- TF- LI- Ii• F • (W-L) it TiBULE —I I —• L) �/ �rww.�.w•w.��.w.�• •w�• I�`TOI 1641I!�EPTIONIADM' MUSIC G B D100 • 0102 - 1 ;' CAF9�ERIA KITCHEN I I. �� � _ � � �I;,� �� ���� _ STORAGE • I ,, ♦ - I H EALT R E . , I CLASSROOM ' CLASSROOM CLASSROOM* D10 (� O • I 5 4 0189 I I -J1 I I II I IPRINCIPAL t I - - - - - - - — I• — - - —W-DD • 010 I I 2 2 _ W-M - I I J I � I I I � I �l I I I I I I I I • o I r - - - - _ _ W-N) I 1I I • I I I I I I I I i I I I I I I I I • I I I 0 I I i �y_p) - I I i I I I I I �- -I I— — — I — — — W-P) MARK DATE DESCRIPTION — — — — — — — — �- — � — — ,-- 4 I a Issued: 12/21/2018 111.D 1 I I I I I I I ° I 1 0 1 ° I cI I I I I I I Scale: As indicated I I I I I I I I I I ° I 1 : 1 o I o 1 I I I I 1 /� n n - n � � n n �- W-27 W-14 W-26 W-13 W-12 W-11 W-10 W- W- � W-22 W-21 (W-3 W-20 ( (w- W-18 W-17 W-16 W-15 Copyright 16015 1 1 BID/PERMIT SET c) FIRST FLOOR PLAN 0 7r. O FIRST FLOOR 0N 0 1 1/16" = 1,-0" 1 50 1 40 1 30 I 20 I 1 o I o I 50 I 40 I 30 I 20 1 10 I 0 MEMBRANE ROOF ROOF PLAN NOTES RESTORATION LEGEND ROOF SCOPE SUMMARY - WOODWARD 1. COORDINATE MECHANICAL ROOF OPENINGS,STACKS AND VENTS WITHT- GENERAL CONSTRUCTION CONTRACT STRUCTURAL DRAWINGS. •1-1-1- REPAIR AGGREGATE-SURFACED BUILT-UP ROOF 1 1 I 1 I-1-- LSYSTEM PER 070150-71. NEW SKYLIGHT AND PREFABRICATED CURB,TYP. SEE DETAILS SHEET A515. 2. NOT ALL DEVICES ARE SHOWN ON ARCHITECTURAL ROOF PLANS. I�1-1 1A REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. PROVIDE NEW ROOFTOP MECHANICAL UNIT. SEE MECHANICAL.SEE DETAIL SHEET SUPPORT AND FLASHING SIMILAR TO TYPICAL ROOF DETAILS UNLESS — A515 OTHERWISE NOTED. REHABILITATE MODIFIED BITUMINOUS ROOFING PER 070150.73ALTERNATE#1: EXISTING CONDENSING UNITS AND CURBS TO BE REMOVED 3. AT MECHANICAL EQUIPMENT ON ROOF, UNLESS OTHERWISE NOTED OR 3p` AND REPLACED. SEE MECHANICAL. DETAIL SHEET A515. 6 DETAILED, USE MANUFACTURER'S SUPPORT CURBS, CUSTOMIZED TO 6 B 3 - .A ACCOMMODATE ROOF SLOPES WITH HEIGHT OF 10"MINIMUM AND 15" PERIMETER FALL ZONE WITH YELLOW ALL OTHER WORK NOT SPECIFICALLY DELEGATED TO OTHER CONTRACTS. AS REQUIRED TO MAINTA NMAXIMUM ABOVE ROOF. RO4" PER FOOT MINIMUM VIDE TAPERED DIRAINAGE.ON OR ICKETING !S - SANDED COLOR APPLIED AS PART OF REHABILITATION OF v - MODIFIED BITUMINOUS ROOFING. EXTEND 10' 4. NOT EVERY PARAPET,WALL, COPING, CURB AND FLASHING CONDITION FROM PARAPET. ROOF RESTORATION CONTRACT IS ILLUSTRATED OR DETAILED. PROVIDE ROOFING, BLOCKING, FLASHING REGLETS,COPINGS, ETC.TO INSTALL A FULLY WATERPROOFED ASSEMBLY SEE 070150.11 FOR DETAILED SCOPE OF WORK MEMBRANE ROOF RESTORATION AND REHABILITATION. SEE MEMBRANE Bora Architects, Inc. IN ACCORDANCE WITH THE ROOFING MANUFACTURER'S ROOF RESTORATION LEGEND. RECOMMENDATIONS AND THE DESIGN AND REFERENCE STANDARDS OF 720 SW Washington, Suite 800 SMACNA'S ARCHITECTURAL SHEET METAL MANUAL, CURRENT EDITION. 16 NEW SKYLIGHT BY OTHERS,TYP. PROVIDE FLASHING AND SEALING AS Portland, Oregon 97205 REQUIRED. 503.226.1575 2rt B NEW ROOFTOP MECHANICAL UNIT AND CURBS BY OTHERS. ROOF-IN CURB, FLASH AND SEAL AS REQUIRED.SEE DETAIL SHEET A515. www.bora.co BASE BID: RESEAL(E) CURB FLASHING AT(E)CONDENSING UNIT ._1.?) ALTERNATE#1: CONDENSING UNIT REPLACED BY OTHERS. ROOF-IN CURB, FLASH AND SEAL AS REQUIRED. SEE DETAIL SHEET A515. A 4B ALTERNATE#2: ENLARGE THROUGH-WALL SCUPPER AT MECHANICAL CORRAL. SEE DETAIL SHEET A515. .-----\ �� 7-----, �� 7----, /---\ ,------\ r-----\ r �� 5B REPLACE METAL COPING WITH NEW TO MATCH EXISTING. W-27 W-14 W-26 W-13 W-12 W-11 lw W-22 W-21 W-20 1Ww W-18 CI REMOVE GRAVEL FROM EXISTING VENT PIPE. 30'-0" / 38'-0" 38'-0" 30' -0" 0 REMOVE UNUSED MECHANICAL CURBS AND PATCH ROOF SYSTEM. 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I-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1 I-I--I-I-I-I-- I-I-I-I-I-I-I-I-I-I-I-I-I o Y o CI-I-1 I-1-1-1-1-1-1-1-1- -I-I-1- -1 I-I I-I-I-I-I-I-I-1-I-1-I-I-I-I-I-I-1 ' ) 1-1-1-1-1-1-1--1-1-1-1-1-1-1-1-1-1-1 al c �'�'� o w -1-1-1-1-1-1-1-1-1-1- -I-1-1-1-11 I 1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-I-I . 11-1-111-1-_1-1-1-1-1-1-1-1-1-1-1-1-1-1-= c ,_ I-1-1-[1-1-1-1-1-1-1-1 I- -I-I-1- I I- -I-1-1-1-1-1-1-11-1-1 ; • -�1 - 1-1-�1-1-1-1-1-1-I-I-I- I II I / \ N O -I-k-I-I-I-I-I-I-I-I- -I-I-I-I-A - I-I-I-I-I-I-I-I-I - +-+-I--1 I I I--�I I I I-- - - L - - - I -- - T - ��_� I—I—i I-I-I-I-I-I-I-I -I- -I-I—, I I-IIIIII-I-I-II -I-I-I-I-I-I-I-I-I-I-I- •� L' E N -I-1-II1IIIII- I1III AREA 3 3B I-I -I-I-I-I-I-I-I-I 1-1-1-1-1-1-1-1-1-1-1-1- (>3 °J N .c cu I-I-I I-I-1-I-I-I-I-I-I I-I-I� ----- -I I-I- - I-I-I-I-I-I-I-1 -I-1-1-1-1-1-1-1-1-1-1- Ci 2 w -i-I-I—I—I--1-1-1-1-1— —1 1—I—I—I 1-1— I-I -1-1-1-1-1-1-1- AREA 10 1-1-1-1-•-1-1-1-1-1-1-1-1- 1-1-1 I-I-l-I--I-1-1-1-I- -I-k-iy I-I 9 1- OI -1-1-1-1-1-1-I -1-1-i-1-f-I-1-1-I-I-I- -I-i-I-I-I-i-I-I-1-I- -1-1-I-I-I ,-'� I - I-I-I-I-I-I- 1-1-1-1-1-1-1-1-1-1-1-1 - I-1-I-I-I-l-I-I-I-I-I-I- -I-1-I- -1 -I-I-I -I -1-k -I-I-1-I-I-I-I-I-I-I-I- . 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I I I I I I S �1 T± ±TT±T± T±T±T±T ±T± ±T±+± -1-11 I - - II - - _ _ - - -I I k11 I,r 111 I I I T1i - - --i-1-I_iI OPEN TO I-1-1- -I-1-1-1-1-1-1-1-1 1-1-1-1-1-I-I-1-1 -1-1-1-1- -1-1-1-1-1-1-1-1-1-1-f-i-1-1-1-1-1- -I-I-I-1-1-1-1-1-1-1- -1-I-I-I-I BELOW I-I-- -I-I-l-I-I-1 -1-1-1 1-1-I-1-1-I-I-1-I-I-I-1 -1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1 AREA 18 i-1-I 1-1-1--I---1-1-1-1-1-1-1-1-1 I-I!-I-I -�REA 8-1-1-1- -l-i-I-I-I-I-1-I-I -I-I-I-I- -I-I-I-I-1-1-1-1-1-1-I-I-1-I-I-1-I- Cf) -i-I-I-I-f-I-I-I-I-I- -1-I-I-I-� 1-1= -1-1 I-1-1-1 1-1-f-f-1-1-I-1-1-1-1-1 -1-1-1-1-1-1-1-1-1-1-1-1-1-f-1-1-1-1-1-I i-I-I I-I-1-I-I-I-I-I-I- -I-I-I -i-ii1-1-11-1=1-ii-I-I -1-1-I-I-I-A 1-1- I-I-1-I 1-1-1-1-1-1-1-1-1-I-1-1-1-1-1-1-1-1- -I-I-1-I-1-I-I-1-1-1- -I-I-I-I-1 _' I-1-tl-J-l-f-I-I-I I-1-111-I-f-1-I-I 1-1-1 1-1-1-i-1 1-k-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1 i I-1-111-1-1-1-1-1-1-I I- -I-I --1 I-I 1--1-1-1-1-1-1-1-I -1-1-1-1-1-1-1-1-1-1-1-11-1- -I-1-1-1-1-1-1-1-111-1-1-1-1-1-1-1-- I I II -1-1-I-I-i-I-1-1-1-1-1-I-1-1-1-I-I-I-I-I-1 -1-I-1 -1-1-1-i-I-I -1-1-1 1-1-1-1-1-1- I-1-1- 1-1-1 1-1-1-1-1-J-1-1-1-1-1-1-I-1-1-1-1-1-1-1I 1-1-1-1-1-1-1-1-1-1-1-1- -I-I-I-I-I-I-I-I- -I-I-1-11-1-1-1-1-1- 1-1-1 1 -1-1-1-1-1-1-1-1-1 -1-1-1-1- -1-1-1-1-1-1-1-1-1---1-1-1-1-1-1-1-1 - • / 7"-----\ � -1-1-f-1-1-1-1-1-1-1- -1--1-1-1-1-1-1-1-1-1 -1-I -1-1-1-1-1-1 -I-I-1 I 1 1 1-1-1-1-1-f- 1-1-1- I-I-1 -1-1-1-1-1-1-1-1-1-1-1--1-1-1-1-1-1-1-1-1 � 1-1-1- 1-1-1-1-1-1-1-1-1- -1-1-1-1-1-1-I-1- i 1-1-1-1-1-1- I-I-1 -1-1-1-1-1-I-1-1-1 -1-1- 1-1- -1-1-I-1-1-1-1-1-1-1-1-1-1-1---I-I-I- W-E)— +I-1 1 1 1-1 1 1 1 1 1 1-1 1 1 1-1- _, I--•I-7-1-7-1-;•1-1 1 1 I-+--I- 1 I I--1 1 1 I---1- I I I -1 -I I I I-I - - - - - - I- - - I - -\--/ 1-1-1-1-1-1-1-1-1-1-1-IL I-I-I- I-I-I-I-I-I-I-I-I- -I-I-I-1-I-I-I-I- I" � {E)SKYLIGHT-1-1-1-1-1- 1-1-f-1-1=1=1=1=t-1-1-1--1-1-1-1-1-1- -I - - - - - ._r L - -- - --W-BB -I-1-1-1-1-1-1-1-1-1- -I I-1-1-1-1-1-1-1-1 1-I-1- -1-1-1-1-1- 1 - 1 -I-II-1-1-1-1-1-1-1---1-1-1-1-1-1-1-1-1-I �`T 'r'T` 1T' 1 -11-1 T 1 T'1 T y 1-1-1-I-1-1-1-1-1-1-1-1- -1-I-I-1-1-1-1-1- -1-I-I-I-I-i-1-1-1 -1-1-1--1-I-I I-I-I-1-1-1-1•-- -1-1-- I-'-'-'-1-1-1-1-1-1-1-1-1-I-I t1-1-1-1-1-1-1-1-1-1-1-1-I-I-I-I-I-I-1-1-1-1-1-1-1-1-1-1 .-1-1-11-i-I-i-1-1-1-1-1-1 I-k-1-1-1-1-1-1-1 1-1-1-1-i-1-1-1- r1-1-1-1-1-I I-1-1 I-J-II-I-1 1-1-1-AREA 12-1-1-11-1-1-1-1-1-1-1-I I I II -1-1-1-1-1-k-1-1-1-1-1-i-I-I 1-I-1-1-i-1-1-1-1-I-1-1-1- r 1 1-1-1-1-1-1-1-1-1-1-1-1- -k-1-1-1-1-1-1-1- -1-1-1-I 11-1-1-1 -1-1-1-1-1-1-1-I-1 1-1-1-1- -I-I-I , 1-1-1-1-1-1-1-1-1-1-1- � ,I-I-I-I-I-I-I-I-I-I-I-I-I-I -I-I-I-I-I-I-I-I-I-I-I-I-I /---\ 3 _F�- =LI-i-I-I= -I-I-I-1-- -I I-1-1 --,-1-! 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''` � :r.:: ` 4 •:' '.•1.;i'••i- J� ::•":::::%;4:.:,'"•:-:,--;:".r Y..)y•• i' 'S. . -,• f ' ►'3 ABOVE (E) ABOVE (E) .•-�: -r ".: -•' .r `:' • -- -.--- - a ro o cn ,,�} -,,,f.,..;;,•.•:-.•••_''';'12•.' .eve' _tj.`.,�:.!![�, ,. � .`� I O Y -a— ��l RELITE RECITE : ,.{-• : _ I • �-+ a, , 0 , ',' _ .!:LOBBY":',...' -,T �,•... 7 11111111 r`` • _:' ;. ,:, D101�, .VESTIBULE.:` •'; ---____ -- I N C - - EIMIIIIIEN .11.1111=. - ';.*:'.:••.:.:.::- .1".'-•:::::;::•.-.;.:..•• ,- '• - •— E N D100= ` co w7 ice II I =31 — _.:1•••::::':.:,...-::.. °: } _ - _ - � _ Cr) ::.: C9 - -- r ICI w Q. Q� L .---- 50 1 40 I 30 I 20 I 10 1 0 I ELEVATION 1 SECTION NOTES 1. REFER TO ASSEMBLY SHEETS FOR WALL, ROOF, FLOOR AND CEILING ASSEMBLIES. 2. EXTERIOR WINDOW GLAZING TO BE CIG-1, UNO. 3. GRADE LINES INDICATED ARE APPROXIMATE AND SHOWN FOR 6 REFERENCE ONLY. VERIFY EXISTING CONDITIONS IN FIELD. 6 BORA 5. DIMENSIONS ARE SHOWN TO DIMENSION POINT (DIM. PT.) OF REFERENCED DETAIL, WHERE APPLICABLE. 6. PROVIDE COMPENSATION JOINTS IN STUD WALLS BEHIND EXPANSION, SEISMIC AND CONTROL JOINTS AS REQUIRED OR SHOWN. 7. ALIGN MATERIAL, CONTROL AND EXPANSION JOINTS VERTICALLY AND Bora Architects, Inc. HORIZONTALLY WITH ADJACENT JOINTS AND DOOR,WINDOW AND LOUVER 720 SW Washington, Suite 800 HEADS/JAMBS I SILLS AS INDICATED ON THE DRAWINGS. VERIFY Portland, Oregon 97205 DIMENSIONS WITH DETAIL CONDITIONS. 503.226.1575 www.bora.co — — w-10 (w-8) W-22 (W-6) W-M .� \____y \____.../ . , T. 0. UPPER PARAPET 121' - 8 112" I • 5I o1. 5 - (E) STUCCO, (E)STUCCO, — (E)WOOD SLAT ':).;>3 (E) STUCCO, PAINT P-25 . TO REMAIN PAINT P-25 CURVED SOFFIT PAINT P-25 T.O. PARAPET T.O. PARAPET _..- --- --- -4 ... - - 114' - 5 112" I-- 114' - 5 112" I • V (E)COLOR. P-25 s / a .--(72-- \ 05 ; \ A514` A514 , 0 041: x ISSUED FOR— AD34 06 51 -IV A514 08 A514 I N FOR MAT I ONAL • 0CLIG-1 TYP CLIG-1 TYP. - PURPOSES ONLY 1-0 X04 NOT FOR A A�1� A51a �, __ LEVEL 01, ,� - _ _LEVEL 01 CONSTRUCTION 100' - 0 100' - 0 L '--- (E) PAINT(E) DOORS AND 4 FRAMES P-20 4 4—, o12 tri 2 • co O .. N COF.,ENTRY - WEST ENTRY - SOUTH N � o 01'-0" 1/4" = 1'-0" • C.:1 2 L.T.1 `N if0 — 0 T.O. PARAPET 114' - 5112"• LConCi) (E) ROOF & PARAPET - T- -- �.` ASSEMBLY •imi ': 1 i !jl, lea":: �I CO i 3x3 CD (E) PURLIN I Iiiinii . E 11. 1D • NW.--1 L 1 ;11, 1 102� (E) ROOF ASSEMBLY —1 as 4 • J •�•�• T.O. PARAPET CZ ��� A51 114' - 5112" •� Imlimu -IL.. ril L1 1 1 /� Am, __. 1 I A515 i ra E. • 4.1 _ .._. , . .1 I \--- ,i.--1, i 1 �FfNi .. -j tit I Li CEILING APPLIED Alai w C.”.)2 _ _: TO ) X FRAMING L. 2 _ tE 2 � `. — (E)2X FRAMING W.� SIM. • r,.....,;.....) 1 LOBBY VESTIBULE 1 TBD GC ASI 01 1• --- • EXTERIOR 1 01 I D101 I D100 • A514 I I MARK DATE ISSUED TO DESCRIPTION Li-..._____ : L J • I. Issued: 12/21/2018 --- (E) BLKG-2'0"O.C. Scale: As indicated ...•.:.:10 (E) FOUNDATION ,. N • _ il .� LEVEL 01 N. LEVEL 01� 100 - 0 100 - 0 Copyright 16015 BID/PERMIT SET co EXTERIOR ELEVATIONS & N o ® ADMIN/OFFICE - WOODWARD INTERIOR VESTIBULE - WOODWARD PARTIAL SECTIONS 3/4" = 1'-0" 1/2" = 1'-0" ,- c..1 N N_ A201 • D c,„ 1 50 I 40 1 30 I 20 I 10 1 0 42011 50 I 40 I 30 I 20 I 10 I 0 P-1 I P-1 I PAINT P-2 P-2 FRAMES, TYP. -- ?(-*.... � P-2 - P-2 PAINT P-3 @ P-2 P-2 FRAMES, TYP. -:1---- ,,,,,,L■..� _ - CTG-1, TYP. - ALIGN EQ EQ ALIGN I.J r % % % - / 3 -0' isf ALIGN - r (E) HOLD OPEN _ ALIGN r 1MiMi— AM= -. /. _ — _ _ ♦\ .-. -'+-'T- : �u+j 4-14- +)-k+)4- + 4 r • „_______ / ,, 6 1 r ri 1 41 FWTP-1 ♦ ♦ ■� •-+— ■ ■-� ■1' ■�— ■�������+- --1-- ,■� ■-�+� 1 / \ --- — — / ♦♦ ,� ♦♦ \♦ 4- ■-k ■+- •1 24 ■i •1 L 4-7 -74:14-•4- 114-74-74-4-1-414-4-14-4-4- 4 -- ■A- ■ L J _ — - ■+ ■ •� •+ ■1-_ = ■ - 4-74-4- 4-A -'-',--+- ■4- / /7 • i 1 11 Tr A 6 BORA L \ . . ♦ ; •.� ■ - ■4- +-+-�� -�� --4 4- 4- L MONITOR, OFOI I \ / ♦, .\ ♦, �i • 4•rH ■ . ������� � � \ u / i \\ ♦♦ \\ / I A 4 � �= � � -k l- 1- 7 1- • Td- \ / \ \ L CTG-1 / _ - ■+ ■T ■+ rel IT 0-4:-4 ■ \ ♦, ,\ ♦� CTG-2, TYP. �� ■�+�- �����ti� a-,Th��-L41���� � � '� 1 Bora Architects, Inc. P-1 LRB-1 P 1 L RB-1 P 1 (3) EQ PANELS LRB 1 f, - P-1 P-1 PAINT(E) HM RB 1 P-1 720 SW Washington, Suite 800 P1 - RB-Ci VIF TO ALLOW HOLD OPEN TO FUNCTION` DOORS P-3 2'-0" RB-1 12' -0" Portland, Oregon 97205 iLOBBY - NORTH LOBBY - SOUTH /�'��� LOBBY - EAST (:°51.11 LOBBY - WEST (3) EQ 503.226.1575 O1/4" = 1'-0" O „ _ I_ " `/ 1, 114 - 1 0 114 - 11-0" O 1/4" = 1'-0" www_bora_co LIGHT FIXTURE, SEE ELECTRICAL LIGHT FIXTURE, SEE P-2 P-1 P-2 P 1 — II 01 • P_1 ELECTRICAL In n I I __ n - ___ U P 2 P�1 -/- MECH GRILLE; —� I I i u u LPAINT P-2, TYP. I .0 II a i 05 AI � ..-- P-2 05 � i A591 EQ EQ 1 5'-6" ROOM A511 e.4, ALIGN ALIGN ALIGN ..c /� j SIGNAGE A511 \ I . .1 - +_F.�.I_a�a \ \ \ \ \ \ CTG-2 CTG-2 CTG-2 • 5 s a + "111-2 Al + 4� 1-VT \ I Q �1FWTP-14 T + I 34 1 34 31 \ + :1- 4 4-1 + 1I PL-2 A591 PL-2 SI / o A591 �' A591 �- A� 591 / A591 PAINT P-3 @ �' CTG-1 CTG-1 % \ _ \ # �' I • • +t1 l�1 T�1�1�4 ti r1+ \ v FRAMES, TYP. - I / I 4 I ! 14 15� r1 N. A511 A511 / \ \ \ / • • ALIGN - P-2 s: _ o \ _ / \ 1 — \ _ CTG-1 \ / _ _ _ ,,, `' \ LRB-1 ROOM SIGNAGE, TYP — - p-9 UP-1 L RB-1 PAINT P-3 @ RB-1-1 P-2 RB-1 PL 3, MOVABLE, 2'-5" PL-3 RB-1 l 16� WFM-1 LOCKABLE; TYP IMECHANICAL GRILLE; PAINT P-2 FRAMES, TYP. Affik PL-3, MOVABLE, ' A511 L FIRE ALARM CONTROL LOCKABLE; TYP , I I PANEL EQUIP. A591 11 ADMIN/OF'FICE - SOUTH 12 ADMIN/OFFICE O FFICE - NORTH 13 ADMIN/OF'FICE - EAST 14 ADMIN/OOFFICE - WEST O — U U JOHN W. 0' DOLE ,.. . i . . a J� FOR y D, OREGON El El — P-1 P-1 P-1 3529 401 q_ V.7A, - EQ - L EQ • r AS OF Ok ------- -- ---- - _ _ - -- * ' AN A591 A591 A591 4 =AP 1 - -__-__1•=-=_- A591 __ ow - - : :. WD-1/N FWTP 1 cn I I - - - — - I I I PL-2 ,) co - - -_- ! b• Ls VDWC 1 04 - --_ l'(,Illii' r WD 1 _ - -. .. . 0, - - zo Z 'II , , f s p � ,1„, __:__ I 4 !IIif I� _________________ _ _ MONITOR, z I�I. +t}I�i + Ii ( f uc a . - '17OFOI 1 ,11 I qlf r i ,.,, +_. 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GB •,• f ,' 6"MIN. ,11111/0 1 "MIN.,` GB GB3 DEVICES CEILING �— ACCESSORIES: -" C L, � • TPH FEC FIRE EXTINGUISHER CABINET 11_1El / I I STROBE GB GRAB BAR ., ��` ^ { ____\1/4___ MH MOP/BROOM HOLDER JOHN W. 0' DOLE MR MIRROR r `, M F- MR/SH MIRROR/SHELF UNIT ► C) _' kr co NR SANITARY NAPKIN RECEPTACLE - ' PFE PORTABLE FIRE EXTINGUISHER FOR ' D, OREGON _ litto, PTD PAPER TOWEL DISPENSER 3529 FLOOR MOUNTED ,1' PULL z F PTDR PAPER TOWEL DISPENSER/RECEPTACLE STATION il► it z PTR PAPER TOWEL RECEPTACLE OF O W— CHILDREN'S WATER CLOSETS_SIDE VIEW CHILDREN'S_FRONT VIEW SCD SEAT COVER DISPENSER Oz03 SD SOAP DISPENSER F w p SH SHELF 4 4 2 d o TH TOWEL HOOK �� - U z TPH TOILET PAPER HOLDER 0) z 0 TPH/SCD/NR TOILET PAPER HOLDER/SEAT COVER DISPENSER C3 -� Q (4,-3 Fs3 - _ — U C-. U L cc'v 2 w 0 31 4 cg b Owmina O co d 'i j 8 aai MEETS ADA STANDARDS OUTLINED IN:2009 ANSI A117.1; vi o STATE AND LOCAL CODES WILL APPLY,VERYIFY ALL ♦mom al E m 2co INFORMATION AND REQUIREMENTS. 0 2 W GENERAL NOTES: moim ` . FLOOR LINE INDICATED IS FINISHED 0 FLOOR UNLESS OTHERWISE NOTED. FIRE ALARM DEVICES(COMPLY WITH NFPA 72) �.. 0 NIC 0 MOUNTING HEIGHTS 1/2" = 1-0" 0 CO a ----- P-1 •m. • = P-1 /- GB-3 .._ 111111"1 CO LAYOUT POINT, CT-2 P-1 CENTER ON / P-1 3 WALL 3 CO / SD-1, OFCI / GB-2 LAYOUT POINT, / CENTER ON / LAYOUT POINT, MR-1 WALL / 2ND TILE FROM / SCD-1,OFCI TOP BUTTS / / ADJACENT WALL PTD-1, OFCI ID / _ 1 @i / ,,-- -'' TPH-1, OFCI . / GB-1 - A V- : ,, / _'_{ - __.__1\—_ I, .1 -71,I , - . _ . 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A45 1 • Dr 1 50 I 40 I 30 I 20 I 10 I 0 • 1 50 I 40 I 30 I 20 I 10 I 0 1 (E)PARTITIONS NEW TOILETS NEW MIRRORS NEW MIRRORS, NEW TILE WAINSCOT; CT-4D SD-1; OF01 (E)SINKS CENTER OVER SINK; (E) URINALS TYP, OF01 \ / \ / (E)PAPER TOWEL DISPENSER \ / r \ / 6 MR-1 MR-1 \ / L B3 1- ..1\ \ / U SCD-1; OF01 j j \ \ / / . --\.--\...NEW TILE WAINSCOT; CT-4D � 3'-Q" y _ ,I TPH-1; OF01 OPEN TO I I I I 1 1 I I I I I i I I i I 1 ( I I (E)URINALS I I I I I I ! I I I I I I I I - BEYOND 11 I I I I I I I I I I I I I i I I l I 1 1 1 1 1 1 1 -� 1 1 1 1 1 1 1 T- 1 1 1 1 1 I 1 1 1 1 1 I 1 I1 I 1 i . I I i I J I l l j 1 1 1 co 1 1 1 1 I 1 { I I i I I I 1I I 1 I I I I I I I I w _ 1)�I rl _ _ (Il�)� _ / / \ \ Bora Architects, Inc. L I 1 1 1 1 1 1 11 1 1 F 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 _ / \ 720 SW Washington, Suite 800 ff 1 I I 1 1 1 I I ' ► N I i I I II I I I I I I I m17-* \ Portland, Oregon 97205 I I I I I I I u? �I i I I I I - I I _1 -J / / \ \ 503.226.1575 I I I I I I I ! 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'i I I I `'' ``' I I I I i1 I I I I I "' 10 I I I I JOHN W. 0 OOLE ' _ _-- -. _ CT-3B I I I I I I I I I -, = I J i _ I I (T I I 1 ! \ I I I I I i i I I i • ""�) _ iTh ) . 1II 1 11 �— � •I I 1 I I I POR ND, OREGON =1= -1-- --- -�- - y = t �_ fo iASe (-[ 1111111 i �� ' , = ! -� i i . j - 'r,� 3529 \ -s.--/i ..._. ,• 5�-5�� i, WALL TILE; SEE PLAN (E)SINKS 6-0" L CT-3B O �g • TOILET 4 - BOYS - NORTHTOILET 7 -STALL SIDE WALL CT-3B TOILET 7 - GIRLS - EAST 14' TOILET 7 - STALL SIDE WALL 0'P 4 11 1/2" = 1'-0" 12 1/2" = 1'-0" 13 1/2" = 1-0" 1/2" = 1'-0" 4 - O -c° •INININ• CU Cjrn IMS1 -0 I a C x E' §. o CI2 rjj- ,-,,i .i......c?.? 0 -- — 0 a•IC 0 Cif)C r (ES 3 ,..........., 3 CC) w-11 • 1 ,----\ L 8 CO I PATCH (E) FLOOR TILE AS NEEDED; CT-6 \ ....... • MillT 1111.1.11- 1111111111111111111 REINSTALL E GRAB - G BAR 2. r r • • • E r� r I I 1 I En_MI -- 1- • • i_r;iEi LT:- _ � _ •-• . .4 --4- - - - - - - - -- -_ -- --- I--, - -- - �-'- - - ---- - - • 4- r iii■ "r .11 , . . . . . , -- ____ ._- - ,-- ___ ----r - - - , ' --,- - - I{ DEMO E SHELF � �- -� _ _ _ ___ �____ .Y { r ( � f _ H _ I I I I 1- -- 1 F �T 1 -rr.;;rr;".r ' • W B VV G I OH -Tir I BOYS - GIRLS T FF CT-3A FF CT-3A1 II - - 12 BF, CT-3B BF CT-3B — I ---.--,--r,---h-.--!---4±-4-;. .-- . __�-_,._ �-, '> --- ,,-- - - - _.-. - -,- 452. _-;_,•R 5 . 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I 1 -- --�� I - I I - I � .I I I I - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - ) I I REINSTALL(E)GRAB BAR 1 I 1 Copyright 16015 I BID/PERMIT SET 2 TOILET PLANS & N ENLARGED TOILET PLAN 7 ENLARGED TOILET PLAN 4 ELEVATIONS 21 1/2" = 1'-0" 22 1/2" = 1-0" r N . 1- A452 • D ,,r 50 I 40 1 30 I _ =20- .. • . 11 ..... , 10 I 0 I 50 I 40 I 30 I 20 I 10 I 0 I: .. _ ._i±::,:.i,__A i,.-, '''''',•,, 1 \ GLAZING TRACK 6 \ RELITE GLAZING, SEE 6 B3 millA INTERIOR ELEVATIONS FOR GLAZING TYPE/THICKNESS '4, Bora Architects, Inc. 0 RELITE BUTT-GLAZED HEAD 720 SW Washington, Suite 800 3" = 1`-0" Portland, Oregon 97205 503.226.1575 VERIFY ASSEMBLY .11# leff--- c THICKNESS WWW.bora.C 0 +MIMI= ITINII• RELITE GLAZING, SEE ..., INTERIOR ELEVATIONS FOR •,::! 1\f 1,•:- GLAZING TYPE/THICKNESS -• I'. INSIDE OUTSIDE •:-: 1 OUTSIDE GLAZING TRACK .- ., -• or- HOLLOW METAL 117 \ - I I RELITE FRAME, i•I PAINTED 0 RELITE BUTT-GLAZED SILL «) 1 ...0 5 3" = 1'-0" 1 1 1/2. -1 1/2" 5 It\ ROLLERSHADE WHERE STRUCTURAL SEALANT OCCURS, MOUNTED BETWEEN '71:77_;_.-,•.‘.--,',-," .1%,'.. ....: VERTICAL MULLIONS ..,: / RELITE GLAZING, SEE INTERIOR ELEVATIONS FOR .c.). GLAZING TYPE/THICKNESS g RELITE HEAD WITH SHADE AT WALL NNNN‘N GLAZING TRACK, BELOW 3" = I'-O" 01•1111111I1 NIIIIIIIINII * 1 1114. CONFIRM CONDITION IN FIELD AND SELECT FROM BELOW DETAILS /4 • c.. 0 RELITE BUTT-GLAZED JAMB • JOHN V. 0' OOLE EQ EQ 6, 3" = 1'-0" • 1 HOLLOW METAL RELITE01142 . tik POR il D, OREGONA, "-. ._:.: [,•<• , .-._ .. FRAME, PAINTED , , Vpb 3529 ,,-. - SEALANT AND BACKER ROD 4 REMOVABLE STOP ON -.CI OF 00' SEE -:•i ,•_. ---'' V INSIDE '---7- STRUCTURAL SEALANT i - - 4 A 1 KY (E)HORIZ. MULLION BELOW -,i TD -4L--1—Th 4 simi RELITE GLAZING, SEE I C.) --; T2 ,A7 (E)HM VERT MULLION, PAINT / . INTERIOR ELEVATIONS FOR 1 a 2 e iii co 0 . P-3 ..--." / GLAZING TYPE/THICKNESS 1 1 A .., Cl) to' c 0 a oil/4"'N 1 ROLLERSHADE MOUNTED a 8 co 6 GLAZING TRACK, BELOW N VERTIC 1 BETWEEAL +O MULLIONS C 0 2 c ° . •am. L' E Lj?, -F.): EQ C-1i,"--ECIIi, :-'2_ p--- (E)GLASS DIM.PT. jl-----J -is .. aim= INSIDE OUTSIDE Z ..c ct 04 ammo. IMINIMMIN 0 W0 g , k 14 RELITE BUTT-GLAZED INTERMEDIATE JOINT 3" = 1`.-0" 0 RELITE HEAD WITH SHADE 3" = l'-0" co 0 cy, ._, E E § 2 ;_. 7 3/4" 0 le 1.- '• i )1' = a) co SEE ( yiii:. , •_ ',- Cn OW g.' i.:-- PLAN " . _• , .: - • i .• . . _e (E)WALL OPENING BELOW INSIDE HOLLOW METAL RELITE . •• ,,-.__, HOLLOW METAL .--------- - FRAME, PAINTED a -- _ LTL/ DOOR FRAME, 7tr- •lam -4:5 ADJUSTABLE PARTITION CLOSURE • • --H ----- PAINTED iiima c., .c:., _1 cc; 8 rc3" i,) A ..... —.v., HM TRIM, PAINTED ROLLER SHADE, immum 2 (E) HORIZ. MULLION BELOW WHERE OCCURS CO co c' a) 3 A = STEEL TUBE COLUMN, 3 _ .--7.111111 taw A SEE STRUCTURAL PII, ••••••js a3 M „, ,...,--- (E)HM VERT MULLION, PAINT '&) s - _ 1 ' i ,-- , O P-3 Z., ill REMOVABLE STOP loom Lu L.T.J F4** 1-- ;1`i '- ----- ON INSIDE _s • — a ----- ,1:1 , , —7 ri DOOR PER SCHEDULE "Ci (E)GLASS / OUTSIDE CES . . r---, WALL TO (E) WINDOW MULLION 0 DOOR JAMB @ VESTIBULE g RELITE MULLION 01) Q.?) — l, 7 3/4” ......... III LOBBY • ii° VESTIBULE N I - NO PERPENDICULAR HM DOOR PER SCHEDULE , DIM PT. OUTSIDE • 30/0.- DIM PT i-74.--- SYSTEM @ SIM. FL:. DIM PT1 2" HOLLOW METAL .• ..I0, 1 HOLLOW METAL L 5/8"PLYWD , PAINT BLACK. DOOR FRAME, PAINTED 2" \ 41 _.----- REL1TE FRAME, Ill rm.- — —71."-1. ••grf-----' GWB 0 SIM, PANT TO • •• PANTED _ . . • • 1 MATCH ADJACENT WALL ADJACENT WALL ,..._ ,,. .„,,,,- .„ s.. _ ,,,e 1-- —11-1 WHERE OCCURS - . , .,,, . , , — --- -J § 2 t , REMOVABLE STOP ON NSIDE II/A4 ui E < <.> 2 ,., .e. II LLI _j > ...J I 2 -'-\.'5- --• '---sN'', , Y\--- --1 < _ __ _ _ ._= _ C - - ___: A% '- 77ROLLER SHADE, WHERE - ; 2" OCCURS 01, HMRELITE FRAME riN 1 i • "- \ I 2" jr 1 WALL WHERE INSIDE EXISTING PLYWOOD i-: PAINTED DIM PT Lci)1 c.. OCCURS SHEATHING -'r-s.:''''',;--'27-.",i'' ''-•"-='.-'' " .,,,‘--il:'t WOOD STUD FRAMING, LuA • RECEPTION SEE STRUCTURAL co o_ 0 RELITE JAMB AT INTERIOR VESTIBULE 0 DOOR JAMB AT TYP. INTERIOR WALL ,---N RELITE JAMB (Q.3 MARK DATE DESCRIPTION — . Issued: 12/21/2018 INSIDE 4,ie 2" INSIDE OUTSIDE Scale: 3" = 1,-.0" `-"v- -"---.7-; = i 111 1 . __,-- ROLLER SHADE, 1 _- .--- WHERE OCCURS i i REMOVABLE STOP ROLLER SHADE, A 1 N'"-- / WHERE OCCURS u - - -- . ",-;-_-/— EXISTING 2 X A c"-- 4 AT 16"Q.C. c)' HM FRAME -----"--- i i-1,,,,,,,, ,,,,,,I,„_ , „.. I I Copyright 16015 - _ L7 — — GLULAM BEAM, 4li ,--.---= I I SEALANT AND / BACKER OD.--1 Eli SEE STRUCTURAL 1 RBID/PERMIT SET ,Tpi 1 ritt 4 • , , 4 . 4 . , . 4 0_ HOLLOW METAL \\, - . . a . 4 . . 4 a 4 4 ° oo RELITE FRAME, HOLLOW METAL RELITE DOOR & RELITE DETAILS ,-- PAINTED OUTSIDE FRAME, PAINTED . _ A a 444 . d '' a 4 • o . . 4 . -,1- N DOOR SEE SCHEDULE c..<1 OUTSIDE INSIDE cs 0 RELITE HEAD AT INTERIOR VESTIBULE 0 RELITE & DOOR JAMB 0 RELITE SILL . A511 -__ 3" = 1'-0" 3" = 1'-0" 3" = 1'-0" -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 a I • 6 6 BO -IIZA Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co 111111111111111 5 5 a a • SOLID WOOD, PAINTED CONT.SEALANTTO SEAL ALUMINUM / / wND0wFRAmEoAIR • ) ARe„ STOREFRONT - BARRIER CONT. SEALANT TO SEAL --' _1: --';'.:=- :'/.,_`t,' 1-..-: =-_,•''',,-7.7:,1 _LLI:= ' '-, '• '• :- 1- JOHN W. 0' OOLE WINDOW FRAME TO FOIL X • FACED AIR BARRIER • - . • . ' A ----- / ,/, t& POR iND, OREGON44 . / WOOD COLUMN &FRAMING, ,t-- : SEE STRUCTURAL 'VA, 3529 ..— - - —t — - - — - - — - - r-: -,‘ -, r:..,:-...s-,‘,=•: -7-,:- ','..,-, ...:,-1,;'.-: ,:,, ,•-:-. ..-4.,1,-', z., 1 ‘ ' OF 0.0"-- , 1 : h :i_,.: Nr 1 EXISTING BUILDING WRAP -4-/(--7---- REPLACE IF DAMAGED -- - 4 \ , 0.1 '----1 t-W1-' 1----- A ill 1 • ' ,1 _ - 4 - . I - • / , ' 7,, 4 r. - ,...-- Ie. _ _ .1.4.,...,,..... .. as us s int-t.--/S lila -6- ---; 0 T2 (g) Fy) .4*61 .,, ,. ,. , ,, . .• .- ' ' '''' _ I •if CO 0 ic,:..1 . . ; I Cr -i. REMOVE EXISTING Lem 4 cg _Fal ocN I I I-( It I #1 0 STUCCO AS REQUIRED Illm# 8 co '. & 1,14..-",.--. ..----..--.....,..7'4,--;/-- zr--.4 TO INSTALL AIR BARRIER 4- ci,) 0") 2 Wc : P PT (1,) c,..) 0 -40 * e LO o 2" IA SEE PLAN F.O.FRAMING d PATCH AS REQUIRED • L''' E 0.4 $- .1 41 41 /-- TRANSITION MEMBRANE, STUCCO TO MATCH (E). • RI CU co DIM PT it LAP OVER TRIM LEG AND PAINT TO MATCH (E). -.• (E) BLDG WRAP F.O.FRAMING 'I METAL PANEL FOIL-FACED FLEXIBLE FINISH TO MATCH FLASHING, LAP INTO OPENING -0- STOREFRONT FRAMES AND(E) BUILDING WRAP 0 0 -16 %cf. ..0 Cr CNI allInin 4111111111•1111 0 E cr,:,,,i FOIL-FACED FLEXIBLE FLASHING METAL TRIM FASTENED TO FRAMING 0 AIR BARRIER, LAP INTO OPENINGS FINISH TO MATCH STOREFRONT FRAMES a• = o CU O ) 'O- E Ec1132 cn = a) co a 0 1.-.1] P i--:-.- 0 WINDOW JAMB - POST - METAL PANEL 03 WINDOW JAMB - FRAMED WALL - STUCCO 3" = V-0" 3" = • 75 ,, DIM PTCO o E / --1-; ( f''''' :/- : -.f,-, EXISTING BUILDING WRAP, o F.O.FRAMING / ,5„, METAL PANEL OVER 1\f , i . REPLACE IF DAMAGED 3 FOIL-FACED FLEXIBLE I , ...1 .,.. --: 3 co -2 c 0, FLASHING, FINISH TO , _ - I :;--':: __s ,. / •-_ • _ WOOD HEADER-SEE Iv co c MATCH STOREFRONT „ ._ -'-_, STRUCT. -0 CD CO 5_1,3 . i'. r ,, e • ' ' . , , ,, „ -4 I ' I ' FRAMES ,, ' ...,i ;,-,,_,,, - - EXISTING BUILDING WRAP, ,,..,, , . . REMOVE EXISTING II. L.J.n.Ti 1_ad -A . . ; -.__,,,,,,_ ‹. _M 1_, .;.; LAP OVER FO1L-FACED , ., A FLEXIBLE FLASHING „., I • a WOOD COLUMN& .• ,' ' - I '1-:-- REPLACE IF DAMAGED Y' INSTALL AIR BARRIER 1.3 71 \--1 1 FRAMING, SEE _ .:_,, ,, ,• . PATCH STUCCO AS Sim , r -,, ____,_4 ....,--- '\ STRUCTURAL I '''' ,\--', _•, I •f- ,, I .'_• • REQUIRED TO MATCH (E)77 . PAINT TO MATCH (E). CO ',- TRANSITION MEMBRANE, LAP FOIL-FACED FLEXIBLE . . ,_ , , OVER TRIM LEG AND(E) BLDG CD FLASHING AIR BARRIER, ''-- PAINT TO MATCH (E). ,, „ 1.0,„or 1 ,\.., ,,,-----"----;;,;:,,: • ....,2,_____ , ,,,• , I G—- WRAP .1.-•=:',,-;1',:':'7,7•',-:-.-'.', '-' LAP INTO OPENINGS . II •„•;„ TRANSITION MEMBRANE, LAP „ • 1 . 1 • . 2.• ts.. --- --- OVER TRIM LEG AND(E)BLDG ito, FOIL FACED FLEXIBLE 11 i WRAP /1 --'. — 1, -., FLASHING,WRAP INTO a g I :-,,, : •- ,. 11..,3,, ,c1 -";:,:i-------‘ 11111.11' II -,--• WINDOW OPENING TYP. .-,- /, ill::_:-,• FOIL FACED FLEXIBLE / 10 I ;-' , ' FLASHING,WRAP INTO -e* - , , .,-, ' * METAL CAP ,_ - , • _.-: WINDOW OPENING,TYPICAL ' 'IL ,-- 1 I- • FINISH TO MATCH STOREFRONT FRAMES ,I---------i itoisl ._‘-,''‘,',,-:-,-1,,,' 2T _ .$ ..:-...- • :t:,-f.":-•:,-, Di -11 . --1 6 \ II: (±9 METAL CAP _,- /_-----' - . gil , ghi -. --it . ' 74 II: '11- - I/ FINISH TO MATCH % CONT. SEALANT TO I IN i-fi < , ' I STOREFRONT FRAMES ii l_ 0 SEAL WINDOW _RS — i ' • :- • I 1 FRAME TO FOIL C5 (1)111 ,_• , ' ' • -• 1 METAL PANEL CEILING, WHERE FACED AIR BARRIER ...„,,,,,,_______ ti: co 0_ ,t ALUMINUM . 1 •:: OCCURS 1 ALUM. STOREFRONT STOREFRONT ,:.I • 1 1,1 I RS-1 WITH EXPOSED Jr, 4 1/2 jr 4 1/2” _ . ' • HEADBOX 2 CORNER WINDOW JAMB - FRAMED WALL - METAL 2 ,--•\ PANEL ci) WINDOW HEAD - FRAMED WALL - METAL PANEL 0 WINDOW HEAD - FRAMED WALL - STUCCO Q..E . 3" = V-0" 3" = l'-0" 3" = 1'-0" SOLID WOOD, PAINTED METAL PANEL — ALUMINUM STOREFRONT FASTENED TO WINDOW FRAME IN • ALIGN WITH (E)PLYWOOD SHEATHING \ 11 TRANSITION MEMBRANE, LAP 4 • 1 _ 1_ -‘ I OVER TRIM SILL AND(E)BLDG 1,1"Villli 1 yillia Am a_ r . IS WRAP MARK DATE DESCRIPTION b .. '7-.a. . a ::, _,L METAL SILL 5 111111.11111111 FINISH TO MATCH rp- . _ —\---- F.-': - 0 iri STOREFRONT FRAMES r-- ,I. k ••- METAL SILL Issued: 12/21/2018 SILL CLIP FASTENED TO :: _ , II "_ :, -1 .. FINISH TO MATCH - --- STOREFRONT FRAMES Scale: 3" = 1'-0" ,, ___, _•_„ FOIL-FACED FLEXIBLE FLASHING, LAP OVER(E) ADDITIONAL SILL CLIP FASTENED TO ,,:. •as\sa .1:,. ,- '1 ' "•- BUILDING WRAP 4"MIN LAYER OF GYP WB PER WALL TYPE , _ , I „:_ ; FRAMING ,, \ ' ' , ,, I : - FOIL-FACED FLEXIBLE ..„ . -,, ..- FLASHING, LAP OVER(E) •,, I ..._, I ,;;;- 74----- _ • " .,, . 1 :;‘•'; i ',' - BUILDING WRAP 4"MIN PATCH STUCCO AS „ . .-. REQUIRED TO MATCH(E), _ „...., PATCH STUCCO AS • , Copyright 16015 REQUIRED TO MATCH(E), 1 ... , I'l:('''"--.-----<----: •:,• „.., . I PAINT TO MATCH (E) 1 I •:!.•': i . BID/PERMIT SET .. _ REPLACE IF DAMAGED -- ' , - - (E)BUILDNG WRAP ,,,,• , ;'" , 4 7 .27 LI I I l'•e REPLACE IF DAMAGED '-_,-T- -------________ ::E1 „ , --., _ _ ci._ 1,•:1 I ••,,, REMOVE EXISTING STUCCO REMOVE EXISTING STUCCO op , ,. ,--7', AS REQUIRED TO INSTALL -. { WINDOW DETAILS I-- NEW AIR BARRIER I r- ' AS REQUIRED TO INSTALL Co I NEW AIR BARRIER •71- CNi C-_75 0 WINDOW SILL - FRAMED WALL - METAL PANEL 0 WINDOW SILL - FRAMED WALL - STUCCO 1 50 I 40 I 30 I 20 1 10 I 0 1 I 50 1 40 I 30 1 20 I 10 I 0 I • SCOPE OF WORK FOR THROUGH-WALL DRAIN SCUPPER ENLARGEMENT AT WOODWARD ELEMENTARY. o. 1. COMPLETELY REMOVE GRAVEL FROM SURFACE OF EXISTING MEMBRANE FOR 48" OUT FROM EXISTING THROUGH-WALL SCUPPER ON BOTH SIDES OF THE OPENING. •PPROXIMATE AREA O ENLARGED WATER-WA 2. REMOVE METAL FLASHING AND WALL COVERINGS AS REQUIRED TO EXPOSE • UNDERLYING STRUCTURE. SAVE WALL METAL AND FLASHINGS FOR �, REINSTALLATION. 6 3. DEMO EXISTING SCUPPER. 6 BORA 4. CUT-BACK EXISTING BASE FLASHING IN THE AREA WHERE NEW PLIES WILL BE :-' INSTALLED. 5. RECUT SCUPPER OPENING TO BE 30"WIDE, AND 18" TALL. _4 6 ADD INSULATION IN GAP AS REQUIRED TO PROVIDE A SMOOTH f TRANSITIONACROSS DRAIN WAY. SIZE INSULATION SO COMPELTED ROOF Bora Architects, Inc. .- SURFACE ALIGNS WITH EXISTING ON BOTH SIDES. --� Washington, Suite 800 720 SW • � k r 7. PRIME EXPOSED ROOF SURFACE TO RECEIVE NEW PLIES. Portland, Oregon 97205 `. - 8 INSTALL (3) PLIES OF COMPOSITE PLY SET IN COLD ADHESIVE THROUGH NEW 503.226.1575 j :`* X'"' WATER-WAY. EXTEND BOTTOM PLY 12" ON TO PREPARED SURFACE ON EACH SIDE. EXTEND SUBSEQUENT PLIES 12" FURTHER ON TO EXISTING PLIES. www.bora.Co 9 SEAL NEW PLIES WITH A 3-COURSE SEAL. TROWEL COURSING TO A THIN, �' SMOOTH PROFILE. 10. INSTALL NEW TRA BASE FLASHING SHEET SET IN COLD ADHESIVE. I. . �+Fi :�', �`�- , , ' - 11. WRAP TOP AND SIDE OF NEW WALL OPENING WITH TRANSITION MEMBRANE t '?t • . • �'s4� �`', y 'A" • • - PER 072700 LAP UNDER EXISTING BUILDING PAPER. '`' - , ,'-.:;t-mss;. 1-...gr„,-.; °.44 �f:,.,.;.-11.....:21:, - _ - 12. PROVIDE AN INVERTED "U" SHAPED METAL FLASHING TO ENCLOSE THE TOP 5•'' ' - = -• •• -�« AND SIDES OF OPENING. LAP FLASHING UNDER EXISTING VAPOR SHEET ON •` J _ �' , WALLS. r • • 13. PROVIDE NEW COUNTER FLASHING ON INSIDE OF OPENING AT TOP OF BASE '4' FLASHING SHEET. 14. CUT EXISTING WALL METAL AND COUNTER FLASHING THAT WERE REMOVED 5 - ; '' -. _' `„``_ ; TO FIT NEW OPENING AND REINSTALL. PROVIDE NEW PIECES AS REQUIRED * - `'f -�► -.r FOR A COMPELTE INSTALLATION. � ., - > • 1� �*- ' - :^ 15. PROVIDE A COMPLETE AND WEATHER-TIGHT INSTALLATION IN THE IMPACTED • AREA. •. - 1 —' A 25 SCUPPER ENLARGEMENT AT WOODWARD (ROOF CONTRACT) NTS — — • 1 NEW ROOFING - - ' / MECH UNIT, SEE MECH f AROUND CURB TO y/ MATCH (E) ROOF `\\ r ____ I SEALANT @ JOHN W. O'TOOLE � SYSTEM \ 1 1 MECH UNIT ANCHORS • - 0.1 __ • � 1 1 _J POR + Q, OREGON - (E) ROOFING OVER RIGID -- .\ 1 INSULATION ��� SHT MTL CAP FLASHING 3529 •‘ � --- 2 X 6 PT WOOD CURB OF 0 iL FRAMING W/ 1/2" PLYWD z , - SHEATHING AND BATT 4 -, INSULATION ANCHOR TO DECK t , 40 D- tri /AM 4W • 12 O cv L O L Y c c6 & ' 2 (E) ROOF DECK r 4" RIGID cu vi o INSULATION CANT • L' E "' I '''—__ __ Q w cR a) m o, NEW FRAMING. 2 r i= SEE STRUCTURAL 04 ROOF MECH CURB O o 1 112" - 1'-0" � I N IIIMI -' O C S CO 0 r E 21- METAL FRAMED UNIT ( - - D 03 o a SKYLIGHT SYSTEM /�' .` u., Q F A515 1 1/2" ,_- 2,12 _ NEW ROOFING AROUND - IAT*' CURB TO MATCH (E) - m I - ROOF SYSTEM �� D C _ - (E) ROOFING SYSTEM co _ To �, o ' / U = O O c / / (E) ROOF DECKING Ilim rn 3 PREFAB CURB ���11111 p = 3 :Luc; o`PAINTED ALUMINUM / Em2TRIM, COLOR TO MATCH - w N UNDERSIDE OF CANOPYIC3 ADHERE TO FACE OF z \ PREFAB CURB Q CUT(E) ROOF - NEW 2 X FRAMING, 1L DECKING SEE STRUCTURAL L CO C23 SKYLIGHT BASE AT (E) CANOPY ROOF 03 TYPICAL •SKYLIGHT N-S SECTION •CP 1 112" = 1'-0" 1 112" = 1'-0" AO- 03 21- METAL P 0 a SKYLIGHT SFRMSTD UNITT 1 1/2" -y�� NEW ROOFING AROUND SKYLIGHT TO 2 H -- METAL FRAMED UNIT MATCH (E) SYSTEM SKYLIGHT SYSTEM ..1 „.„-.-_--1 1/2" 2 2 ' (E) ROOF SYSTEM r BUILT UP ROOFING •_� I ...0-7' AROUND NEW G (E) ROOF DECK CUT (E) ROOF FRAMINGSKYLIHT AND INSTALL PREFAB CURB - .. DOUBLE 2 X'S, SEE STRUCTURAL �� " -,-- ' , (E) BUILT UP ROOFING 1 , , , , — ■�� PLYWD DECK 4" RIGID I- ;_ I- -I-I I-, I I-I-I-I I-I- -I-1-f- - ■■► INSULATION CANT -I-I-I-I-I-I-I-I- I-I-I-II-II--I-1-1 PREFAB CURB ■\ 1 , I _1 T-I I _1 _ I I I i. I I I I ] I 1■■■ CUT(E) ROOF -= r 1 01/11/19 ROOF ROOF ADDENDUM No. 2 FRAMING AND INSTALL -. CONTRACT 2X FRAMING PER - STRUCTURAL ` 5. • • «. MARK DATE ISSUED TO DESCRIPTION i t • L. — (E)2 X ROOF FRAMING --- Issued: 12/21/2018 • ,, •- - Scale: 1 1/2„ _ 1 I 0" ,., - (E) GLULAM BEAM _,.� . ! SLOPE OF SOFFIT N . ! (E)GLULAM BEAM TO BE NO LESS f - (E) CEILING THAN MORE THAN FRAMING 45 DEGREES EN > ' / 2X4 WOOD GYP BD OVER 2X4 y (E) FIRE-TAPED GYP BD AT • Copyright 16015 FRAMING 16" O.C. WOOD FRAMING @ UNDERSIDE OF STRUCTURE, 1 16" O.C. MIN REPLACE WHERE REMOVED � ' .' ti BID/ PERMIT SET - . . , -, -. SEE CEILING PLAN • _, I / ,1 __.1._ CLG HT 1. D_ `� SEE RCP �1-41/2/ ROOF DETAILS m 5/8" GYP. BD. 1' -6" ok• o- V.I.F. N 21 SKYLIGHT BASE AT (E) TECTUM ROOF 01 SKYLIGHT BASE AT (E) PLYWOOD ROOF (DURHAM) A51 5 1 1/2" = 1'-0" 1 1/2" = 1'-0" 50 I 40 I 30 1 20 1 10 1 0 I 50 1 40 I 30 I 20 I 10 I 0 01K . 2,-0" 10 1/2" I , -;r— PLASTIC LAMINATE ON ALL •-"' 'I . EXPOSED SURFACES 10" BUTT JOINT 4 1 ' / 2,I ',�-:-,-t- Via=.' - -- z -- -- -"" I P-LAM COUNTERTOP T 1 WD-1 U t ! , , 6 BORI _ ,II y - - - a II / . . . PROVIDE J - BLOCKING AS ACCENT PAINT, �, --� 0 0 REQUIRED SEE PLANS AND 0 0 14 CONCEALED STEEL RCP ff COUNTER SUPPORT Bora Architects, Inc. o ° PLASTIC k BRACKET LAMINATE I~ 720 SW Washington, Suite 800 o o - I 2X FURRING. TYP 0 o DooR o 14 S 1/ � Portland, Oregon 97205 _ JI 1/2" PLYWOOD, NAIL TO STUDS W/ 503.226 1575 or) - 10d NAILS AT 4" O.C. 3, o o I \ P-1 WWW.bora.co 1. . o o LSTERY. II �'\�� SEE PLANSOAND — T. 2x6 FRAMING 0 o II ` '�_ INT ELEVATIONS 5,1 11-4,1 N . ,zo° - .fir ° ,/ : 0 o NI - �,• Nip 0 0 �� Ih� '� • • ``, / '� PAF AT 16"O.C. / .,; o 0 314"ADJUSTABLE 5 A II ' ' �� v 1 • i BASE PER SCHEDULE ACCENT PAINT, �� *.] ll SHELF; TYP; WB 1 ° ° il� PROVIDE 1" THICK �` �` il. �< •=• SEE INTERIORA o I` IF WIDER THAN 1 36", U.O.N. ELEVATIONS x ---- — ' __4' 35 CASEWORK - MAIL SLOT PLAN DETAIL 25 CASEWORK - RECEPTION DESK END / \ . = LEVEL 01 a ° IS_ 3" = 1'-0" 1 1/2" = 1'-0" 100' - 0" 5 -k• o o 5 O d I, 34" y y - — 34" -i� 0 BANQUET SEATING - BYROM AND WOODWARD o 0 w 10 112" 23 1/2" / 1 10 112" 4 231/2" 3/4" = 1'-0" 0 0 I z W D-1 - --dr Z".11 o o 1 w • �I _ O O \� 1 5 Cl) i ' \ r Il WD-1 BEYOND O O :i I FWTP-1 �::®._. . -,_," CONT DBL 2X6 TOP PLATE N /)1 //(/ BUTT JOINT o o P-LAM COUNTERTOP 04 24" A591 1 P LAM COUNTERTOP WRAP 0 0 WD-1 P-LAM COUNTERTOP/ / - 7F-M04 59_ ` EDGE AND UNDERSIDE — 0 o I _ t._•4 ,. _ * I 414. pm4 i y - --S-r- - L -j-- . 777/ ___ 4( 11-- ,-:; 7/ 7 - O O Iivi — ii r a CONCEALED STEEL CONCEALED STEEL _ N ° ° I w _ _ COUNTER SUPPORT COUNTER SUPPORT ♦ "" JOHNTOO�E 0 0 ¢ BRACKET BRACKET ,� [ - all111411 �Il c `` r 1" POR AND, OREGON o w I 2X FURRING, TYP - DOORIDRAWERNALENCE, 3529 J 2X FURRING, TYP \ WHERE OCCURS g __ . �� �_ P-LAM DRAWER o o I;; \ OF O 0 o I [ �,-F t FRONTS - ;;� P-1 -- = P 1 \\ �, U N 8 WI 4 0 0 w ' 2x6 FRAMING � • 2x6 FRAMING "' O 0 Q 1 z Oo c" - z : \ csJ �, W - PAF @ 16"O.C. PAF @ 16"0.0. N COUNTERTOP SUPPORT L - >, ' - - BRACKET WHERE OCCURS O '- o I7, L- -- - zzz �rz -- P-LAM BASE �� • 81•1•PO co - m • • 1.1'!1 i I'I`�1 v _ BASE PER SCHEDULE WB-1 1H- ' - - BASE PER SCHEDULE h; 4„ 1; WB-1 • t \01 n r Q A591 _ `\ - FURNITURE GLIDES CASEWORK- RECEPTION DESK AT TRANSACTION O o CASEWORK - FULL HEIGHT CABINET CASEWORK - RECEPTION FREESTANDING MOVABLE DRAWER UNITS COUNTER CASEWORK - RECEPTION DESK AT ADA COUNTER COUNTERTOP - P-LAM SQUARE EDGE n cc N 44 — 1 1/2" - 1 -0 34 1 1/2" - 1 -0 24 1 112 - 1 -0 14 1 1/2" - 1 -0 04 6 - 1 -0 co orP-LAM BACKSPLASH P LAM BACKSPLASH WHERE OCCURS WHERE OCCURS 0 d 24" U.N.O 3y�2" CI) w Q � I i P-LAM COUNTERTOP / 24" COQ 7 P LAM COUNTERTOP ` 4FSS3T�cR PAINT EXPOSED SURFACES �D A59104 = z 04 �'/0 ti UNDER COUNTER i C A591 Z \ o cv • o LL's` - ----- - --:- ce ss , � ,1.*.i.y _7�_ ---.,_ -4 --- -__ === \— LU CCIU Q pl — �G�,i, ► U / SIR e• ,— �r 1— Z /1 m U�7 12" U.N.O. •',. C Q 1 +� co 3 ,, 1 �3 2" x2" x114" STL ANGLE 3 CU -T o w DRILL FOR ATTACHMENT OF co . P-LAM DRAWER COUNTERTOP. 0 co - s\ FRONTS .. LI____ ` < 3116"/ CONTINUOUS WELD TO Imm Lu � N I- �* - _ VERTICAL PLATE. RADIUS - " ' - i.•l' o END OF ANGLE & GRIND 111P-=1111F- ° ■—" P-LAM DOOR WHERE ' w SMOOTH, SPACE ' ° ° OCCURS �� ' V --•__________ SUPPORTS AT 3'-0" O.0 . )(L -'-] o ° P-LAM DRAWER - -.. MAX. > FRONTS 3116" x3" STL PLATE ° ° l ill - ATTACH TO DOUBLE 2X6 CO w 1! w w o o - ADJUSTABLE - w 1- •i r \ STUDS WI 16d @ 3"O.C. w 1 0 ° �— SHELVES, TYP. j — — d Z Z_ FASTEN DBL 2X STUDS � � i' coLi w w TOGETHER PER • w cn , STRUCTURAL NOTES 1.1 P LAM ON ALL EXPOSED Z • I O — SURFACES 1 ° I w : = I w COUNTER - MTL- BRACKET , X • UPPER CABINET I 03 o ° ONLY _ I:- 1 i NTS , in • �_ - ..._ - /Vii. o oI II - -- _= P-LAM BASE.- )( '-4 a a _I P-LAM BASE 'tea-`- ° ° • ri: 01- I; 013�` • �59� • I DBL 2X6 STUDS 1 OI /(e,59::,,, ‘ .... C\I A591 1 ...i ... r,__i_ I / I LOOMMIffilj 16. TYP - -y i _ ° j �_ COUNTER SUPPORT 114" FIXED P-LAM SHELF; TYP. O LED LIGHT FIXTURE, WHERE I BRACKET OCCURS, SEE ELEC. FOR CASEWORK - BASE CABINET - 3 DRAWERS CASEWORK - BASE CABINET - BOX/BOX/FILE, TYP. I (3)#14 SCREWS 2 . ,' LOCATIONS 22 12 I 2 P-LAM ON ALL EXPOSED i� ¢ 1 1/2" = 11-0" 1 1/2" = 1'-0" SURFACES N WALL FINISH PER ELEV. J ' m w SEE 03/A591: N. FOR II d - P-LAM BACKSPLASH; FAUCET; SEE PLUMBING ADDITIONAL I*� w / WHERE OCCURS z n A'- BLOCKING AS REQUIRED V INFO - 24" U.N.O. w 24" / w di �' ,r PROVIDE TACKABLE WALL SURFACE I IP-LAM /7 WHERE OCCURS } +, - 24" / 7LCOUNTERTOP P-LAM COUNTERTOP ` Ni • idr-----:-SEE I _ ' 04 _ 0 t ---- COUNTERTOP AND P LAM BACKSPLASH; WHERE OCCURS V PLAN PLAN DETAIL A591 II co z , la - BACKSPLASH PER ELEVATION 24 U.N.O. •k _ . �\ 2a._ .� _ f 604� �` TE SUPPORT == - r— :/ - z - _ ---� _ R RT BRACKET -� 11.-_-_=:-...,.-2-4,-; ►s -sem - _- - ("0:9 A591 COUNTER N - • A591 Iq • P LAM COUNTERTOP 02 N.T.S. MARK DATE DESCRIPTION 11 li == -- _ _•. Issued: 12/21/2018 i ).\ - P-LAM DOOR, WHERE OCCURS •�` CABINET SIDE/ Scale: As indicated • - — _ P-LAM DRAWER ° ° - P-LAM DOOR. J I - - ADA COMPLIANT SINK o 2 3" DOOR/DRAWER WHERE FRONTS WHERE OCCURS - 8' SEE PLUMBING CONCEALED STEEL OCCURS: SEE INT. ELEV j MIN CLR NOTE: FAUCET CONTROLS AND - I--1 ° ° wCOUNTER SUPPORT CABINET BOTTOM, SECURE OPERATING MECHANISMS SHALL BRACKET TO BASE ¢ w x¢ w BE OPERABLE WITH ONE HANDT ° ;, 'Hi b ° aI LOWER CABINET 2 H z AND SHALL NOT REQUIRE TIGHT PROVIDE 2 112" DIA > _ ° ONLY @SIM 1 ? ¢ J • ¢ GRASPING, PINCHING OR w BASE TO MATCH CABINET FINISH O N ° ° I o 0 GROMMETS FOR WIRE _i • .14 ° ° Q TWISTING OF THE WRIST. THE j w ¢ MANAGEMENT , �� :a FORCE REQUIRED TO ACTIVATE PLYWOOD BACKING g '°_ ° � ADJUSTABLE l z CONTROLS SHALL BE NO w 1 v 2X4 CONTINUOUS WOOD Copyright 16015 p GREATER THAN 5 LBF. LEVER- o w r� o • SHELVES, WHERE 1 % OPERATED PUSH-TYPE AND L ''''+N'''------ . BLOCKING 1 BID/PERMIT SET - ° ° OCCURS -- 11" MIN CLR N ELECTRONIC MECHANISMS ARE I/ \d�� - ACCEPTABLE. - _, _ " ° 1 , )( i:c 111 " �. •- Q FASTENERS AT 16" O.C. , ter.,, = - .�. U 1$ P-LAM FINISH TYP ' SEE PLAN FOR WALL TYPE t; 4 • ...- P-LAM BASE - - »� °' z ,-' , , -- '" _ °' - ATTACHED P LAM TO K1CK, a 01 STANDARD TOE-KICK AT SIM BASE PER SCHEDULE CASEWORK DETAILS kb • �; • / 01H • t A591 BASE PER SCHEDULE 1 , 1 112"X 3"SELF-DRILLING CNi / \ A591 `, .� • ANCHORS AT 24"O.C. cr, 1......./ L..........i 41 CASEWORK-0 WOROK - FULL HEIGHT W/ MAIL SLOTS 31 CASEWORK-0 AS2 WOROK - BASE CABINET & UPPER CABINET TYP. 21 CASEWORK-0 AS2 WOROK- ADA SINK 11 1ASEWOROK - SUSPENDED COUNTER 01 BASE COABINET - BASE ANCHORAGE, TYP. A 5 9 1 I 50 I 40 I 30 I 20 I 10 I 0 I 50 I 40 I 30 I 20 1 10 I 0 1 f poo to Ile— f;if - 'L �� DOOR SCHEDULE - WOODWARD DOOR SCHEDULE NOTES DOOR _ FRAME 0 Fire Frame _ 1. REFER TO SPECIFICATION SECTION 08 71 00 - ss Revision Number Hardware Profile Rating Width Height Material Finish Glass Type Profile Material Finish Comments FOR HARDWARE GROUPS. COORDINATE \ - / Y HARDWARE WITH DOOR PROFILE, SIZE, AND N N w F— U CONSTRUCTION. N io ' z a 0_ o D100-1 01 FG2 NR 6' - 0" 6' - 8" HM P-3 CTG-1 NM P-3 A, B, D 2. PAINT INTERIOR HOLLOW METAL DOORS AND - ih u) w 1 D100-2 02 FG2 NR 6' - 0" 6' - 8" HM P-3 CTG-1 NM P-3 A, B, D FRAMES TO MATCH COLOR OF ADJACENT WALL 6 Z m „ U.N.O ON DOOR SCHEDULE. 6 B3RA . , N. \ \� D100-E4 04 FG2 NR I6 - 0 6 - 8 I HM P-20 (E) HM P-20 F D100-E5 04 FG2 NR �6' - 0" 6' - 8" NM P-20 (E) HM P-20 F 3. SEE SHEET A002 FOR TYPICAL FINISH FLOOR F- FLUSH NG - NARROW GLAZED VG -VISION GLAZED FG - FULL GLAZED TYPICAL DIMENSIONS - - - TRANSITIONS AT DOORS. F2 -PAIR NG2 - PAIR VG2- PAIR FG2- PAIR D101-E1 04 1NG2 (E) 6' - 0" 6' - 8" HM P-3 (E) (E) HM P-3 D101-E2 04 4!NG2 (E) 6' - 0" 6' - 8" _ NM P-3 (E) (E) HM P-3 LEGEND - DOOR PROFILES 0102-1 03 FG NR 13' - 0" 6' - 8" WD TF CTG-1 HM-01 HM P-3 Bora Architects, Inc. D102-2 05 K NR 3' - 0" 6' - 8" WD TF CTG-1 HM-04 HM P-3 A, B, G 720 SW Washington, Suite 800 5' o, D103-1 06 F NR 3' - 0" 6' - 8" WD TF HM-01 HM P-3 Portland, Oregon 97205 /' y D104-1 06 1F NR 1 3' - 0" 6' - 8" WD TF HM-02 HM P-3 A DOOR ABBREVIATIONS 503.226.1575 DOOR WIDTH D104-E2 04 ' FG NR 3' - 0" 7' - 0" HM P-3 / (E) (E) (E) HM P-3 / (E) E SEE SCHED ' D105-1 06 F NR 3' - 0" 6' - 8" WD TF HM-02 HM P-3 A (E) EXISTING — www.bora.co FLUSH \ - D107-1 09 NG NR 3' - 0" 6' - 8" WD TF 'CTG-1 HM-01 HM P-3 H FF FACTORY FINISH CTG-1 1D107-E2 04 VG NR 3' - 0" 6' - 8" WD (E) (E) (E) HM P-3 FG FULL-GLAZED e V.I.F. -• G GLAZED o , , 5'-0" D108-E1 04 F NR 3' - 0" 6' - 8" WD (E) i (E) HM (E) GALV GALVANIZED. - - •• �e DOOR WIDTH �� z _ co % DOORWDTH DOORWIDTH D109-E1 04 F NR 3' - 0" 6' - 8" 1WD (E) (E) HM P-3 HM HOLLOW METAL NG NAROW GLAZED SEESCHED 04� SEESCHED • SEESCHED ' D10-1 12 F NR 3 - 0" 6' - 8" WD TF HM-01 HM P-3 NR NON-RATED (o5 '\ 51� � 0111-1 10 FG NR 3' - 0" 6' - 8" WD TF CTG-1 HM-01 HM P-3 P PAINT TF TRANSPARENT FINISH D112-E1 04 F NR 3' - 0" 6' - 8" WD (E) 1 _ (E) HM P-3 VG VISION GLASS �` D113-1 07 F NR 3' - 0" 6' - 8" WD IF HM-01 HM P-3 WD WOOD `, ; - �_ / , / I , / , I , , / / , r 5 '' CTG-1 CTG-1 CTG-1 `, , , I 5 `, ; , I , , I, , I I ', • , ,' DOOR SCHEDULE COMMENTS , , I I I , / , I , I 1 I O Lii I "� 0 / ''' v / w U `�' (-) ',/ A. DOOR IS PART OF WINDOW SYSTEM. VERIFY SIZE WITH WINDOW/RELITE SCHEDULE OR i CO o n a u o w 'Ing EXTERIOR/INTERIOR ELEVATIONS. w `, / O (Lu I) a I 1� 0 N 11 o up ,t, SEE PLANS (-1-2-.\\ 91' , I n 125 FOR GLASS 12 A�S� 12 r; A511 12 ; 1i B. ELECTRONIC LOCK FOR ACCESS CONTROL - COORDINATE CONDUIT AND POWER /511 ORIENTATION 1 q51� �" 511 �'� A511 REQUIREMENTS WITH OWNER, ELECTRICAL , 5AND SECURITY. INTERFACE WITH EXISTING I /- , , 1 / 01 , 01 , COMPONENTS WHERE REQUIRED FOR A FULLY i 511 A511 FUNCTIONAL SYSTEM I , , , \ I , ,, I ,`, l I `\ ,` I t C. NOT USED D, PROVIDE PANIC HARDWARE HM-04 HM-03 HM-02 HM-01f E PAINT INTERIOR OF DOOR AND FRAME ONLY. JOHN W. O'TOOLE EXTERIOR OF DOOR AND FRAME TO BE (E). a aliP° �-HOLLOW METAL FRAME WITH TYP HOLLOW METAL FRAME TYP HOLLOW METAL TYP HOLLOWRELITE:: PROVIDE MAXIMUM WIDTH WITH RELITE AND TRANSOM FRAME WITH RELITE METAL FRAME F. EXISTING CARD READERS AND ACCESS HORD, OREGON . AS VERIFIED IN FIELD CONTROL TO REMAIN. trk G. ELECTRONIC LOCK WIRED TO (2) RELEASE -.1,79•4 3529 ODOOR PROFILES BUTTONS AT RECEPTION DESK. SEE TELCOM OF Olil• 1/2" = 1'-0" DRAWINGS. BUTTONS ALLOW EGRESS TO LOBBY. INGRESS TO OFFICE IS ALWAYS 4 ALLOWED EXCEPT WHEN MANUALLY LOCKED. 4 H. MAGNETIC HOLD-OPEN WIRED TO (2) 4-0p BUTTONS AT RECEPTION DESK. SEE TELECOM C -o r 2 N DRAWINGS. BUTTONS RELEASE HOLD-OPEN, • m U .— (N � � ALLOWING DOOR TO CLOSE AND LOCK. L O L'cc; Y o 0 •. L' E N12 CO CU co a 0— 0 — 0 ma C.) C/) C •- 4—,_I CO 3 3 CO 1"-- SIGNAGE NOTES 1 SIGNAGE SCHEDULE - WOODWARD 1. SIGNAGE SHALL COMPLY WITH THE ICC A117.1 L REQUIREMENTS FOR VISUAL CHARACTERS AND COSign Sign Room INCLUDE THE INTERNATIONAL SYMBOL FOR Ca Revision Type Number Number Room Name Room Name/Primary Message ACCESSIBILITY. 2. RAISED CHARACTERS TO COMPLY WITH ICC/ANSI • IB 01 108 RESOURCE ROOM RESOURCE ROOM A117.1 SECTION 703.3 AND SHALL BE DUPLICATED IN B 02 107 WORKROOM (STALL WORKROOM BRAILLE. BRAILLE TO BE CONTRACTED (GRADE 2) B 03 107 WORKROOM (STAFF WORKROOM BRAILLE AND SHALL COMPLY WITH SECTION 703.4. 8 04 105 HEALTH ROOM HEALTH ROOM 3. STYLE OF ALL PANEL TEXT: FUTURA BOOK(FONT). L B 05 103 CONFERENCE ROOM !CONFERENCE ROOM _ 4. CONTENT OF SIGNS (TEXT AND NUMBERS) TO D 01 111 COUNSELING 'COUNSELING BE CONFIRMED BY OWNER PRIOR TO FABRICATION. D 02 109 CLASSROOM ROOM NUMBER W/PAPER INSERT BY OWNER D 04 104 PRINCIPAL ROOM NUMBER W/PAPER INSERT BY OWNER 5. PROVIDE LAYOUT DRAWINGS PER SPEC. D 05 112 COUNSELING OFFICE ROOM NUMBER W/PAPER INSERT BY OWNER 6. TYPICAL MOUNTING POSITION: CIL SIGN 5'-0" AFF. 8" FROM DOOR FRAME/WALL EDGE. E 01 113 TOILET E 02 110 STAFF TOILET 2 SIGN LEGEND 2 SIGN TYPE DESCRIPTION A WALL MOUNTED INFO SIGNS B ROOM ID SIGNS - NUMBERS AND NAMES C ROOM ID SIGNS - NUMBERS ONLY-ABOVE DOOR D CLASSROOM I OFFICE SIGNS DOOR, WHERE EQ , EQ 71c E RESTROOM ID SIGNS -WALL MOUNTED OCCURS ,if SYMBOL MARK DATE DESCRIPTION — / PAPER INSERT 3" BY OWNER WITH SIGN TYPE (DOOR SWING /' / 1I2" HIGH TEXT \ QW Issued: 12/21/2018 MUST NOT HIT SG 0 0 A PERSON SIGN. •\ ! -- k-- 3/4" HIGH RAISED RAISED IMAGE, SIGN NUMBER Scale: As indicated READING SIGN) \..,_../ TEXT W/ BRAILLE � EMPLOYEE NAME i TEXT AND BRAILLE PER ADA REQ. \ \ PER ADA CODE. xZ CLASS/POSITION N , ..., c-L, \ Zii C Z - - CLEAR ACRYLIC WITH 00 ROOM NAMEZN SLOT FOR INSERT OVER BACKING 0 `u RESTROOM - RM# a RM#-- i w t,u - 1' HIGH RAISED 5I-' 0 .° °-.i. ° °° .. TEXT WI BRAILLE Copyright 16015 "`` z ` 8" LOCATION: ACTIVE a g 112 Ucp 8., i SIDE OF DOOR, / L ° MOUNTED TO WALL BID/PERMIT SET 0 TYPE B TYPED TYPE E co DOOR & SIGNAGE TYPICAL WALL-MOUNTED SIGN TYPICAL DOOR-MOUNTED SIGN REF: SIGNAGE SCHEDULE FOR TEXT SCHEDULES 0 SIGNAGE MOUNTING HEIGHTS Copy 3 O LEGEND - SIGNAGE 0-' 112" = 1'-0" 3" = 1'-0" 0 N _.,..., A601 • D ,_ 1 50 1 40 1 30 1 20 1 10 I 0 ( 50 I 40 I 30 I 20 I 10 1 0 I 421 2 2 T 42 IS - S 6 I I I I 11 I 6 BORA U Ili I - - —I - --- - - - - - -- - - - - - ----- - -- - - - - -- �- - - - - - - - --- 1 -- - - - �- - - - -- - --.J---- -- - -- - - - -- - -- - --� - -- - --�- --- - - I Bora Architects, Inc. 21 1 I I 1 I SI 720 SW Washington, Suite 800 iIT .) I Portland, Oregon 97205 I I I , 503.226.1575 r-� I1 I I I I www.bora.co -I , - .� I M Consulting Engineers (E} SINK TO REMAINK____Irith I I I I f 1I 200'7 S.E. Ash St. �� �/ 1 Portla(nd, OR 87214 , (E) 2'VTR IA. FAX: (503)) 234-0677 5 Ey- , 1 k II I I I I INC.m.MFIA-ENG.coM i 7 11(E) WALL CLEAN—OUT I i I 1 — CONTACT: TAKAKO BAKER , I I I 1 -- k I , 1 ----------- 6/ 5 I I I I I I 15 - 1 1 1 1 I 1 I I I I I )g\.\_ , I I I 1 I 1 I I I I I 1 I I I \ 1 1 REMOVE (E)WC. REMOVE (E)CW/HW/V LINES 1 I I .-/ "'► ---- ._ - 4 - - I ' AND ,CAP IN WALL. CAP WASTE BELOW FLOOR. I I k ! « I SALVAGE ALL TOILET ACCESSORIES AND RE TURN I I --- ---�-----1 r ,! I TO OWNER. I Iii -' di__, I LL__- I II 1 i I — L 'r ii I I I I • 1P'/ ' L_i ` ' I \ I N8$�i I 1 I REMOVE (E)SINK. CAP (E)I��IV, HW I I 1 1 I ' 1 / , f 0 WASTE AND VENT IN WALL. �__, I I I i t ��, I 1 I I + I >► ✓'0 „q- II I I I 430 I_ _ _ _„_____,_ __ _ ____ _ + i ' I _,,=.1t___ =_2___ ___ __t__ _ _ __ _ __ _ _ __+_________ ___ _ __ __ _ ____ _ _ ___r_4__ _ _ ___H___ 4 (EXPIRES: 12/31/191 p====.4.4r v + I I I 4 I I I I 4 \` I �� ! I I I 0 0 0 � 1N I I ` REMOVE (E)SINK. REMOVE (E)CW/HW/V I .U L o — I 1 I f ; I i ,F LINES AND CAP IN CEILING. 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REMOVE (E) VENT LINES I File: I ���'� Illi 1 PLUMBING DEMO PLAN — MARYi WOODWARD ESI I I 1111 lir 111 .D 1/4"-0"SCALE: Ii �1Copyright 6015 II I I I BID/PERMIT SET I I I r I I I PLUMBING DEMO PLAN 11) a WOODWARD ES L; L al C _) P111 . D E, 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 - a) 2 2 €113) 0 -D , SI . i 6 I I I I I I I I I I I I I6 1 I , ( ! 1 1 I I 1 1 ilL I I 1 1 I i I 1 311.0eRA i___ _______ __ ,...._ I I I I Bora Architects, Inc. - - )2 I I i I I ' 720 SW Washington, Suite 800 I I Portland, Oregon 97205 -'ter' I I I 503.226.1575 —f , } t I www.bora.co -1- I'I "-------r www.bora.co Portland, OR 97214:1111 (E)SINK fConsultingEng1neers - I2007 S.E. Ash St. � r-r -E-yr PHN: (503) 234-0548 FAX: 03} 234-0677 t + 1 . INC.WWW.MFIA-ENG.COM DI I I I CONTACT: TAKAKO BAKER i STAFF LOUNGE Ot , I t I / I I 5 / 1719� � � CONNECT NEW 2" W TO (E) IN WALL I I ' I I I 5 I 1 y AND ROUTE IN WALL TO NEW SINK. I I , r 1 I / ! , I I I I I I /' / I I I .-Z/ .. 1 ,--; I I I I I 1 I 1 I r 1I I I I I 1 - I t . G-1 I I I 1 ' ' ! I I `�_ mil CONNECT NEW 1/2"CW/HW AND I I I I I 1-1/2"C„- 1-1/2"V ABOVE CEILNIG I D112 I , ' , VTR I '�; OFFICE — AND ROUTE TO NEW SINK. (1 ( 1 1 I 1 i rj' i I ' 1 \ VIP/tria: � I I 1 I :'� 70996PE ��- I 1 I I I I I I W-6 - - - I - ,- - - - - - - - - - - - - - - -- I It .t I CG-1- I ! ' �- A. Bp' EXPIRES: 12/31/191 I 4 D109 I I ( 0 0 4 • t CLASSROOM r --- - f --- I I I M 1 ! I ; -------,r i i 1 fir./ Cii rn ' # i O c A C I I 1 t 1 i 1 f 1.-- 8 , 1 I I I �2�„u, ' I ( = 22 I I , I t ■.. t, 0 UN ,. am D111W t/3 I 1 COUNSELING I t� -a---------I---------t-- 1 0 r v� i- ' D101 VESTIBULE -"" -______! +r-..) I LOBBY j t I t MINIMS -- I 1k.., I ._____� I I O O ---------.-....--f,)--,------1.1----I.1-.... ..---.--11------___4( 0 L ---i ii _1 ' CG-1 . I , t 1 0 - 1 I II 0 0 CO I 1 I I1 I I C 1 II III MIMI = t i 1 I (1110 3 I i i 1f� 'if I 3 CO -8 - - --,-- - - - - - - - - - - - - - - - _.-,-- - - - - ®--- - - - - ►--- - - -- - —- - - { - - —uo! - 1 — - --y- - - - - W-8 1 I I 7 1--1 I D1031 I D102 'I 7:3I I CONF.RM I RECEPTION/ADMIN - - 1 1' V 1L. . 1' ' I CONNECT NEW 4" W I .t] CO I I TO (E) W AND ROUTE - I I " I TO NEW ESTROOM. 1 I SAW—CU SLAB AS ■ 1 1REQUIRED — s"-= "'E F." I , , F I – I j I - II � I I I I 1 ILi -- ----- I 1 I 1 1 (N)4 I I ' 1 , IL 1 VT I T . . , .. . • CONNECT NEW r HW ith I I 1 I TO (E) I I - 2 2 i CONNECT NEW 1-1/2" - 11! CW TO (E) —1 — S-2A I 1 1 = , - - =1 _ - - - - - - - - 0107 ' = _� I �-' = ! WORKROOM I I I 1 LV-11 Immo ice 1 iI I 0104 1 I ' I I '_D106 = PRINCIPAL I STAFF MARK DATE DESCRIPTION I i TOILET r _ r-.� I I . . , . . . .-� I ' 1 We-11 <1 WC-11 \ 1 Lv- 1 1 I � I 0105 1 Issued: 12/21/201 i I i „., _,r :, iiiA_ LISA i HEA TH RM I I 1 Li I _� `fit 1 Scale: As Indicated 4410 � Drawn By: --- 1 LJ - 2 VTR THRU (I 1 I E PENETRATIOW ' By: File: Copyright 16015 --- 1 1 I 11-1/2"CW 1 I I } I I 1 Reviewed 1 , ! , i i BID/PERMIT SET to ' 0 - �' PLUMBING PLAN H... (T \ PLUMBING PLAN - MARY WOODWARD ES WOODWARD ES I121.D SCALE:1/4"-0" eD� P 1 2 1 . D Q 1 50 I 40 I 30 I 20 I 10 I 0 I 50 I 40 I 30 1 . 20 I 10 I 0 1 3 it 44 1:1 elt 21 0 W-9 -8 4/1 elS W-6 3 42 0 ID 2 0 la 3 3 I I ! I 1 I I I I I 1 1 I I 1 ! I I 6 I I I I I I I I 1 1 1 1 I I I I I 6 I I I I I ! 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I I 2 I I I I I I I I ° I ° 0 ° I I I I I 2 I I I I I I , I 1 I I I 1 I 1 I I I Ili c As 3 Alt ID 3 -8 0 2 -6 ID 2eis ® 42 os 3 3 3 MARK DATE DESCRIPTION Issued: 12121120' Scale: As Indicated Drawn By: --- Reviewed --- By: File: Copyright 16015 1 1 BID/PERMIT SET N in I.L') Q OVERALL PLUMBING PLAN R 1 OVERALL PLUMBING PLAN ZOO.D SCALE:1/4"-0" G, Q P200 .1 50 I 40 I 30 I 20 I 10 1 0 1 I 50 1 40 I 30 1 20 1 10 I 0 6 PLUMBING LEGEND 6 BORA AFF ABOVE FINISHED FLOOR - - (CW) COLD WATER ARCH ARCHITECTURAL B.G. BELOW GRADE - - (NPW) NON-POTABLE COLD WATER BTU BRITISH THERMAL UNIT CAP. CAPACITY - - (HW) HOT WATER Bora Architects, Inc. C.I. CAST IRON 720 SW Washington, Suite 800 COMP. COMPARTMENT - - - (HWR) HOT WATER RECIRC �~C Portland, Oregon 97205 CONT. CONTINUATION CU. CUBIC (W) ABOVE GRADE WASTE DF DRINKING FOUNTAIN NOTES N DI DEIONIZED (WATER) APPROX. 120' S03.22fi. 575 3/P601 (TYP. OF 3) www.bora.co DIA. DIAMETER (W) BELOW GRADE WASTE 1 - 1/4" GALV. THREADED EYE BOLT ® CENTER 0 — ELEV. ELEVATION OF WOOD MEMBER (TYP. OF 3). FOR Z-GIRT EWC • ELECTRIC WATER COOLER V V (V) VENT USE MACHINE THREAD EYE BOLT W/ JAMB NUT & FD FLOOR DRAIN 1/4" WASHER 0 EACH SIDE OF GIRT el M FDC FIRE DEPARTMENT CONNECTION Consulting Engineers ( ) - MAXIMUM HANGER SPACING SHALL BE AS FOLLOWS: ��� 2007 S.E. Ash St. FHC FIRE HOSE CABINET RD RD RAIN DRAIN * � F.F. FINISH FLOOR 1 -1/4" AND SMALLER PIPE 7' SPAN r 1P01 OR 97214 PHN: (503) 234-0548 FLG. FLANGE — ——— —RD— (UG RD) UNDERGROUND RAIN DRAIN 1 -1/2" PIPE 9' SPAN TOP VIEW FAX (503) 234-0677 FT FOOT / FEET - 11\r.WWW.MFIA-ENG.COM G GAS OD (OD) OVERFLOW RAIN DRAIN CONTACT: TAKAKO BAKER GA. GAUGEBREAK EACH SINK TOP CORD OF TRUSS, GALV. GALVANIZED MIN OF 1/2" GPM GALLONS PER MINUTE NEW WORK ENTITY ROOF JOIST OR Z-GIRT ' 10 GA. GALV. WIRE G.V. GATE VALVE (TYP. OF 3) 5 HP HORSEPOWER - - (D) DEMOLISH, (R) RELOCATE 5 HRUR I.E. INVERT ELEVATION (E) EXISTING ENTITY SIDE BEAM BRACKET ATTACHED fr 44%4% skW KILOWATT W/ 1/4" X 1 -1/2" WOOD LAG J LAV LAVATORY - - (CW) EXISTING COLD WATER OR 1/4" HARDWARE ® Z-GIRT 10" LBS POUNDS P.\ N O $" MAX. MAXIMUM - (HW) EXISTING HOT WATER �V MBH THOUSANDS OF BTUs PER HOUR MIN. MINIMUM - (HWR) EXISTING HOT WATER RECIRC M.J. MECHANICAL JOINT C 1 16 GA 300 SERIES S.S. N.I.M. NOT IN MECHANICAL120' 120' OS&Y OUTSIDE STEM & YOKE (W) EXISTING WASTE BELOW GRADE THREADED ROD C11 1 PROT. PROTECTION PRV • ' PRESSURE REDUCING VALVE ,r --. (V) EXISTING VENT 1 %� PSI, PSIG POUNDS PER SQUARE INCH v_ — P/T PRESSURE / TEMPERATURE RD (RD) EXISTING RAIN DRAIN STOP NUT / REQ'D REQUIRED WASHER / I ` DP / RPBP REDUCED PRESSURE BACKFLOW PREVENTER \ G N I 4 RPM REVOLUTIONS PER MINUTE BACKGROUND WIDTH AS REQUIRED FOR ....470996PE 0 r TYP. TYPICAL FAUCET SECURING NUTS. UR URINAL MAKE AS WIDE AS POSSIBLE / c •�•�7rr VTR ANE THROUGH ROOF PRESSURE/TEMP RELIEF VALVE PIPE SWIVEL RING WC WATER CLOSET �4V Il I BUTTERFLY VALVE PIPE INSULATION SHIELD ' vCr°9 ' 1.<t EQUIPMENT MARK NUMBER p:51 • GAS PRESSURE REGULATING VALVE NONSEISMIC PIPE SUPPORT 2 SINK E I N FO R C E M E N T IEXPIRES: 12/31 /191 w XXX FIXTURE MARK -9-OR -®- TOP CONNECTION 4600A SCALE: DETAIL P6UOA SCALE: DETAIL 4 -e- BOTTOM CONNECTION 4 (E) EXISTING , A . ,0—E! PIPE TURNED UP, PIPE TURNED DOWN (# NOTE -DSI-- GATE VALVE0 - c I. mom 0 L Y 0 S CONNECT TO EXISTING HIF BALL VALVE -1-0 m a ) o T CAP BALANCING VALVE . MIMI' Ca 4) fP Ca W N J • TEE -11--11- • CHECK VALVE I „, CHANNEL NUT ci i= L • ELBOWSUPPORT CHANNEL .i.,�I� UNION Q • CLEANOUT DOUBLE CHECK ASSEMBLY PIPE SUPPORT — o HANGER O '! PEX PIPE W/ INSULATION 0 is (in N/ y 7 A PLUMBING CONNECTION SCHEDULE `�- �� PEX SUPPORT C MARK FIXTURE W V CW HW REMARKS CHANNEL ■ oms= S-1 SINK - CLASSROOM 2" 1-1/2" 1/2" 1/2" 1 -COMP, SEE NOTE 1 3 S-2A SINK - NURSE 2" 1-1/2" 1/2" 1/2" 1 -COMP, SEE NOTE 1 3 WC-1 WATER CLOSET 4" 2" 1" FLOOR MOUNT, FLUSH VALVE '� PEX SUPPORT CO LV-1 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" WALL MOUNT NOTES: PRO ) SCALE: DETAIL 1: PROVIDE FAUCET RE-INFORCEMENT PER DETAIL 4/P6.01 . 73 CZ CD I 2 2 MARK DATE DESCRIPTION Issued: 12/21/201, Scale: As Indicated Drawn By: --- Reviewed --- By: File: Copyright 16015 1 1 BID/PERMIT SET Lo PLUMBING LEGENDS AND a N r•-. SCHEDULES a — o CV C P600 • D CS SQ 1 50 1 40 1 30 I 20 I 10 I 0 I 1 50 I 40 I 30 I 20 I 10 I 0 1 41) 2 411$ €1 3) 0 -DI €1114 41 6I 1 I I 6 I I I I 1 1 I I I I I j 1 I 1BORA 1 ,1 I ! Bora Architects, Inc. 21 720 SW Washington, Suite 800 t I 1 ! Portland, Oregon 97205 TO EF-1 IN I I I I 503.226.1575 MECH MEZZANINE. ' ' I 1 —ii I I I I 1 I I www.bora.co I i ! I I 1 I I I I I I L� 1 I I I I liq ,---,- I I\. , -.-"----)L I 0 I 1 I Iir r Portland, I - / x,209 I I I I PHN: (503) 234-0548 1.....„, I r I ! , ! FAX (503) 234-0677 ,__ 208 I INC.1�111r.MFIA-ENG.COM ! 1 �q 07 I I I I 1 1 CONTACT: TAKAKO BAKER e �y ��T- - Fi-- 1,Y I`) ?os I I I I I 1 5 L_A I L _A I_ A T IL 1 I 1 1 I ---� _ �-J 1 5 209 I ; I j 0 lir4 �' � I I I I E I I I I 1 I , I -7 I7�� , % J I I 1 I I I I 1 '-4,d VT / ' REMOVE I I I v 1 DUCT/DIFFUSER I I I I r► ----- -- ---1 t t �' _ I RFYnHn I I I I 1---_�._ ----- ---- , ISI � � I I I I I ' ��% I ' I � ' I - ' ' I I II 17 , . � ---� LJ7 I 7 �,1 -�� 1I I, II 1 I 1 I , I — �- , F-- f 1 I I I 1 . , I R�i1 I / � A� SA UP TO 1 L- I I 1 I . I H��i. � MEZZANINE (ZONE I I I I 1 . 70996PE '-- F):7711-- ..f - ' 1 ' ' � �-� 202) T P II III 1cEYpouND I 1 I I in CAIS\& REMOVE I�� 2____ _ 1 iI DUCT/DIFFUSER I I �- I I 1 1 1 ��r 9 , �- I ' BL-POND I I� NI 1 I I 9,�gK0 gP��. , 1 __r_+____I___„_____ __ _____ _ ___ ______ 4 a I ! 1 '- _ -- ,-I XPIRES: 12/31/191 „ .- _. rl-} '� ✓-� , I -'a 1 1 • 4 1 `-1 \ 1-= I I 8 N 2 g \ p I 20540 - -- /�, I 4 I ( -e — `. \ , �-- -� I I , REMOVE RA AT THIS POINT D I 0 0 0 €"1 N _ I BLOND AND ALL 1 ! _v L -- I Ir----I ASSOCIAT 4 DIFFUSERES:--- LT F\ I I'D I I �� o Y m REMOVEw RA AT THIS I 1 T i +-I � dl O I 1 � c _5. O PO -EYOND ANDLi-I i-Ili- i _— I _ I — r --- _ ---_ — _ I - 1 - - - - -- - - - - - - - - - -- - - -- - - - - __ _ ____ --- _---_ _ .-- - -- - 411) o� L C\i I- D DIFFUSERS i I 1 I I L' J __ 4 - rcni=I I�_A o ,�`,.��0 I I 0 I j I I /\ III / ) 4.1t1 FY,i21. 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REMOVE (E) ELECT. CABINET UNIT HEATER. II 1 I I `I !' �' 1 C. REMOVE (E) SA/RA FROM THIS POINT I I I I r ; II �� , '. -_�11 BEYOND FOR NEW ROUTING AROUND NEW I 11 \ ,/,,- 1 SKYLIGHTS. SEE M121.B. I I 1 �</ r j> D. REMOVE (E) SA/RA GRILLE ROR I I I I 1 i -�- 2 I REPLACEMENT WITH NEW IN THE NEW I - 2 CEILING I I I 1 �, \,11 r,\ RELOCATE GAS METER . E. RELOCATE (E)T-STAT. 1 1 I I I F. PATCH (E) WALL. COORDINATE WITH ARCH. -� I I - I 1 i \��`\\I!i' -�1 I I _....•*:-.---: 1 1 I REMOVE (E) STAT I REMOVE (E) STAT I i i \'���'11 `�\\ -/ I I I 1 I 1 '< If j ' 1 I I I IL. I I I GENERAL NOTES NOTES: I I T r� _ i _ 1 i-� ___11-1( -T �I I 1. 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I I I___., _ II BORA I I ___, 4 _ _ _ ____ _ L___ ___ _ _I__ __ _ _ ___ _ _ _ _, _ ____________ _ ___ _I_ _ __ __,_ ___ _ _ _ __ _ ID 7 I1 I I I Bora Architects, Inc. I CONNECT NEW RA TO (E) RA AND I I I ' 720 SW Washington, Suite 800 I ROUTE TO NEW SIDEWALL RA ' I I I I Portland, Oregon 97205 \ I I I I I I 503.226.1575 -1 I 1 1 I I 0108 (E) UP I I I I I CONNECT- (kJ)1 0"ORA ii,\STAFF LOUNGE \-- I ' TO Z TOA ___- www.bora.co I I �f0 8X6(E). i I \ EXH Al\t. I 1 I I I I I J / (E)EA UP r I IX 201 TO MEZZ TO Consulting Engineers 10 OSA 09 EXH FAN. 2007 S.E. Ash St. ------) ' 250FM 11 � 208 , _ I I ' Portland, OR 97214 i == 10"� SA I I I I 1 A PHN: (503) 234-0548I 0MItt� 'O7 FAX: (503) 234-0677 ,, I 16x 10 SA I I =O6 I I I I I INC.M.MF1A-ENG.COM CONTACT: TAKAKO BAKER 'f I 0 ! I I -� ri � I I �. I I - I I I I 5 � 4 N\, I 1 I I I I 1 5 . I CONNECT NEW 16 10 SA TO r r (E)12X10 SA (ZOr 206) I I I � � � � ' I I I I I � I I I I I 7„<,) J 10X$ SA(TYP. OF 3) 10"0 SA ¢ I 6"ORA ' -_ 6"0 RA - (TYP. 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I ■ I I I I I r ti DIFFUSER/GRILLE. ` 1 (. �, ��$ ��_Irr6"0 SAf (E)SA UP TO MEZZ , I (ZONE 202) I I 1 - t- f �9''�cr ti , ‘q- -6 --- --4— -- — - - - ii- - - -CONNECT ISIEPTSA TO— - - - - - - - - - °.' - - I' ' — — aI© — - -off - -- - - - ...__ - - --- - - - -� - -- - -- - - - — -- - -- — — } - --AI --�- --- — i-- - -- — - - - (E} SA (ZONE 202). p �� I I AKp gP `n I I I I I 'EXPIRES: 12/31/191 _ I N N N ���� 1 D"SRA (.7\ I I I I 1 _ �\ �� 1 + 350CFMI 1 I 4 /\ 8 � �A 8 0 4 CONNECT NEW SA TO 1 A �� [ -1 1 Y5CFMO r r (E) SA (ZONE 201) _ - 1 ii •0 I �� I . m CO AND ROUTE TO " _ r , 3 I / II 6'"� A I 8 SA I i i I I i 1 V t rn STAFF LOUNGE 1 /C�'' 1 DDFM 1 j j j �' �a o '� I 4 , O Y rn1 300FM I I j lia _ �+ = g o1 OX10 RA / 0 OSA °'O I - i i �+(TYP.2 / ' 0 i SOCFM -. ------ •------------- V J 1 �Ikb., I�. �I ] j I --- -- 15-22 E w <nr P / �� �:f �' .-�I I COUNSELING I0 18x10 SA 12x8/SA mit& _ I D I I I " ' 8 0 SA i I I O 0206 CONNECT {NTO (E)RA.)10X8 RA 6 0FMORk � \ } j� _--- •, I — O 100FM 2 __ _ ___t-1_ _ ___ii______A____ii_ __ _ ____!:i. _ __ _ ___ _ _f__-_ _ _. _ _ _ f _. '_ _ _ f -- ..- ...1-,___ - - i- - -- - -... .---...t-.- - ...-. - - Li i � / 101'0 SA 8 0 SA ' �� - © 1 TYP OF 2. 1 5,FM� 1 0 �'--- 10"� RA — � I _ 1 (11) \ / \ $, 1D"CSA I I 350CFM --- / 1 1RIMINI II t _ `- J - ... I A . 1 , C I I I CO 3 \\ 1►s/ 35DCFMC �I� \T 3 I , I 'Ill& ' I CO W-8 -- - ---r --- --- - --- --- - � - - — -- _ . _ T _ ^ _ -- - - - - _� _ __ _ _ _ _ _ - - —� — — _ --{ .._ ^� 1 — — �� —I — --I{--,_ -- - ----- - - - _8 I i I I I I J I I I I D102 ry I I 1 D 103 RECEPTION/ADMIN -- -- 1I L. CONF. RM I I 1 MECHANICAL NOTES: ® I , I I CO I I 1. CONNECT NEW 18x10 SA TO (E)18x10 SA DUCT AND ROUTE TO (E) I I Tfi CD DIFFUSERS. COORDINATE ROUTING W/ NEW SKYLIGHTS. I I I I - s 1 2. CONNECT (E)RA DUCT TO NEW RA AND ROUTE TO NEW GRILLE. I _--- LJ 3. LINED 28x12 SA/RA UP THRU ROOF TO RTU-1. I I Lf 1 4. 12X4 RA DN IN WALL TO LOW WALL RETURN GRILLE. I I 1 5. 20X10 RA DN IN CHASE TO LOW WALL RETURN GRILLE.6. CONNECT (N)RA DUCT TO (E)RA MAIN. (VAV-2) j(VAV-3) [____ ' 7. 16X16 SUPPLY DIFFUSER/RA GRILLE. PRICE PDMC FOR SUPPLY I I 150CFM OT OT ' AND PDDR FOR RETURN, OR APPROVED EQUAL. 8. 36" LINEAR SLOT DIFFUSER WITH (2)1/2" SLOTS AND 6" INLET. 1 8X6_SA 10X6 I r ®150CFM i c�6 A.F. � 370CFM 10 I 370CFM 370CFM I PRICE SDB SERIES OR APROVED EQUAL. (TYP. r, 2) 12X$ SAO 12X8 SA 10 10 9. SET SIDEWALL GRILLE BLADES TO 0 DEGREE DEFLECTION. 8X6 SA (TYP. OF 2) 111 FM 12X8 5A 10. SET SIDEWALL GRILLE BALADES TO 22.5 DEGREE DEFLECTION. 1 ®150CFM r \/ 10X4 RA \// I 11. RELOCATED T-STAT. M I �r►�it 0 1< 11 .. .. 11: .. ,� 12. 12X12 DIFFUSER/GRILLE FOR HARD LID CEILING. I i E I I m■ • ¢ I TMg) - { AV-5 T � 13. 6X6 DOOR TRANSFER GRILLES ® 6" A.F.F. D107 I i i :WORKROOM! i VA 1 I 1 1 12x 0 SA 8"0 $A 2 r - - 2 I r l I 2x8 5A I D105 r- 171-_-_: 51--- 0., �A4� Iis i ,-- . -I • w - I HEALTH RM ®'��.- 8 0S1 r A , 8"0 SA I ' 00 V., 150CRM1 I (047". � ✓ f xI121 it Ple 8"ORA 8"� RA _ '� 8"�+ 120X10 SA L ! Id 11 i20CF ;� 160CFM I I - �I 1 12X6 RA — " \\\\ D110 17 I ® ,� ®6 A.F.F. L__ i'-1.- i - , i. ;`%� 4x12 SA •rAr=F r ."., •II - j I 1 TOILET . 12 ,SEE FOR CONTROLS. • _ _ I 1 12ocF. ,�► I © 50� ^""12X 1 ORA —.4— Cox$ H / ,II' I O ' c3)FOR > 12 2RA 1 - - �. I 11 8"� rSA-� �• ocF r 100 __-- y0111 D104ISEE CONTROLS. MARK DATE DESCRIPTION I I / I 1 PRINCIPAL a�_sA # 1 I ` - _ 1 8",OSA. co a iii-wr tli=L I' I i - LINED i]c12 SP _ 16DCFM I ;f — �, I 1150CFM o ■ -ia I __-----___�- — I �:_ _ �1 -a ►'s I I� i Issued: 12/21/2011 I .� I i. { 1` \ I I j LINED `0 r ` + ___i.. _ - • - / H: ! . f 1 rf -- ..h-&-a.1 124 IRA I � As Indicated I I I - ' _ .... ., „ , Scale: 2r; _ ____ _I_________ _ __ - - _ - ._.. - - -- - - - --- - - - _ __L_ -- - -- - -- - r - - _ _ - _ - _ - _ - _ - _ - _ 4 _ :: - _ - _ - -- -- - -_^ -. --- - -1 - - - e- - - - --- - - -'--- - - Drawn By: 1 I --- I I I TO LET Q D 06 ® SEE 2 FOR CONTROLS. 8"0 EA UP THRU --- I I 50 Reviewed ROOF TO RELIEF MEAD_ B �J ,--J I , , 6" A I y• I I D I 1 oOFM SEE 2 FOR CONTROLS. File: `6 O I ' - 18x10 LINED RA 1-1ON /X"2 G 2PSIWALL UP TO 1 Copyright 16015 ROOF. SEE I I I ETERIOR® I I I I I M131D FOR °l CONTINUATION. BID/PERMIT SET d- RELOCATED GAS METER , 1.6 42 PRV ETC. 411:11COORDINATE WORK WITH� NW NATURAL. - MECHANICAL PLAN ,,. 1 MECHANICAL FLAN - MARY WOODWARD ES WOODWARD ES t21 .1y SCALE:1/4"-0" aQ M 1 2 1 . D 1 50 I 40 I 30 I 20 I 10 I 0 1 I 50 1 40 I 30 1 20 I 10 I 0 I r GAS CALCULATIONS: (E)B-1 399 MBH (E)B-2 399 MBH (E)B-3 399 MBH (N)RTU-1 120 MBH — NEW EQUIPMENT IUTAL1640 MBH NEW LOAD; COORDINATE WITH NW NATURAL. 6 TOTAL DEVELOPED EQUIV. PIPE LENGTH = 125 FT 6 OMSC TABLE C402.4(3), 9 2 PSI , 1.0 PSI P.D. BORA MIN MAIN PIPE = 1-1/4 , (E)MAIN = 1-1/2" NEW PIPE TO (N)RTU-1: TOTAL DEVELOPED EQUIV. PIPE LENGTH = 50 FT OMSC TABLE C402.4(3), 0 2PSI, 1.0 PSI P.D. MIN PIPE = 1/2" Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co — MConsulting Engineers 2007 S.E. Ash St. I YPortland, OR 97214 PHN: (503) 234-0548 FAX (503) 234-0677 INC.WWW.101A-ENG.001/ 2l 0 it 3 3 3 3 3 3 3 -9 s3 CONTACT: TAKAKO BAKER II) 3 I I I I I I I I I I n r 5 I I I I I I I I I I I I 1 I 5 I I I ! I I I I I I I II I 1 I I I I I I I I I I I I 1 €14___I - --- - I I - - - - - - -•I _ - _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N - - -_ - - - - - - - - -- I - -- - ----- - - -- -- - -� N I I I I I I I I I I 1 I I I I I I I I 1 N 1 1 1 I I 1 I I I I I - ! 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I60 Io - r i , � FOR DUAL.I3 JSO ----e SEE R C TRO (E)1 -1/2hG TO E E. 504 C I 1 I (E)BOILER ' _ ,1200 MH] -._I _ � ,. -__ _„— _ _ ._ — ,_ _ I . � _ — - - - - - - - 42 42 _ - - .e . — I-4 _ __._ __RELIEF H ROM II -- � - - 6" • EF1E •W. , 4 1 I i I - - - - - I SEE FOR AIL. , • 2 i . � � I I 1 • 2 I I 1/2'1602161 ` ( Q113 ) I I , I , 1E4_ -- I i 120 MBH] 1 - /2"G ® 2 PSI ° 6 [134MBH] I 'ii_ l_ __ - - - 1 - I1I - rII I 1 — — — - II II ---- _I - -- --- -- - -Dil - - - - - - - - �r•-"9 II III 1I1 1II _/;17 , II II i I I ' I0 � ) 1 - - - - — • _ - -i- - — - ______-- -_____- - -t - - - - - - - I- -- - -- - - -- -�I ___ - -- -- - - - (N)1 -1/ "G � PSI �C►1 DN ON WALL.. TO CONN CT (N)11-1/2"G I I I I I 1 NEW GAS METER LOCATION. , 0 (E)1 i-1/2"G. I 1 I , , I MARK DATE DESCRIPTION I I I I I I I I I I I I I — I I I I I 1 I I I II I 1 I 1 Issued: 1 2/21/201 p I----}— - — - — - — -—+- - -— - —- r —--�-- - _I_ ___1_- -—- �- I- - - - - - - -: :� :� _ _ _� :� _�. . _ . �:-. , -- ---- --- -#- - --- -- - - - -- ----- -� Scale. As Indicated p M I I I Drawn By: iii I I I I ! N I I I Reviewed I I I I I I I I I 1 1 I I I I I I I I File: N I I I I I 1 1 I I I I I I I I I 1 I I I I I Copyright 16015 1 N I I I 1 I 1 I I I I I I I I __ I - 1 I I I 1 I BID/PERMIT SET N I I I Q , es es + -9 -8 41) 3 z ® '' 3 4 3 MECHANICAL ROOF PLA__ cpa WOODWARD ES CV L co ( 1 \ MECHANICAL ROOF PLAN - MARY WOODWARD ES M 1 31 • Da 50 1 40 I 30 1 20 I 10 1 0 I I 50 I 40 I 30 I 20 I 10 I o I lit 41t 23 41) /1411 40 ,la -9 -8 0 3 -6 44D 2 23 20 2 Z AS AZ 1:1; 1 I I I I 1 If I I I I I I I I I I 1 1 I I I 1 I I I I I 6 I 1 I I I I I I f I I r I I I 1 1 I I I 6 I ! 11 I I I I 1 I I I 1 1 I I I I I IBORA e„r ___I_ _ _ __ _ ___I__ _ ______r_..._ I I � I I I I r I I I I 1 I 1 i I I I I I I I I I I I I I I Bora Architects, Inc. I ` r I I 720 SW Washington, Suite 800 I I I I I I I I I I I I I r I I I I I I I I I I r I , , Portland, Oregon 97205 I I I I I I 0 T I I I I I I I 1 503.226.1575 1 I I i I I I 1 1 I I 1 1 I I www.bora.co TI 0 I I I I I I _ I I I I I I ` 1 I I CD 0 I I I I f I I I 1 I I I I I I PA I „ I II II � III II III III I - . I II I I I I MconsungEngeers 2 � -- - - - - - -- - 4-- I- 1 _ _ - - ` 4_ - -- - -- -_ -- - --1- - - --� - _ -- - - - - - - - -- - - -- - -- - - I I F_7_2007 S.E. Ash St. Portland, OR 97214 I I A PHN: (503) 234-0548 M. FAX: (503) 234-0877 INC.WWW.MFIA-ENG.COM 1 1 1 I I I I 1 I CONTACT: TAKAKO BAKER 1 I 10i al , 11� � „ I I 1 , 1; CD 1II I I I I I ! OLi ci r I I N 1 T I I I ]--E-----11 1 I r I r !T _ i i i _____ i i ___ i i i_,__ i i i_ ______________ i _.__. i 2 5 AKIII ir r 7 i CI I I II) ' I I I O "1 0 1 I I -fr I 5 O� f 1 I I r I I I 1 0 V..1 i :, I I I t _ - - _ -- 1 -- I- - -J - - - - - -L - - - -- - - - I- - - -- - -- - •I---- ---_.-_ _ 1 3i ©� 6 (VERIFY LC :ATION� 1 ©p ^ �, r 1 1 I I I I , }( � I I I I I I 1 1 1 -,� (cu4 O ! � � �° I I I I f I I O; 1 1 -� /. ° 'l m I 1 I I I 1 I I _ - _ _ _ _ _ _ I 1 __ I I _ _fi _ _ r _ _ _ _ _�_ ___ _ _. _ - -_ _ _ _ - _� _ ___ ..� _ ___ , - ___ 2 (f) 1 Zi 0 � E I ! T I 1 o / \ \� i ! I I I I I -D - -- - - - - - - -- - - 12 m(. - I - - -I- - � m - - I - -� _ - - - - - - - -- - - - - - - ---. _ _ - - - _ _ ---j- - - -- -- _ __ -D �� Gi�N� , RI e I I I 1 J I I 1 I 1 1 �1 �' 11 �m loO 0 4? 70898PE 0�_ I I 1 I I m I I I I 1 I I 36x36 RELIEF DAMPERS I T I I T ! I I 1 I I I I I A I I •-• r. ••' r I I r 1 I I I I I I I I I I I FOR ASU-�I 1 110 s , , 1 C1 I I 1 I 1 I I I I r I f I I I I 14.. KgtA� 42 C! - -4- - - -1j, I _+ - -- _ �-_[- - - - �- - - I - -I- _I_____- - --- 4-- - -- _ __I I I 1 ME_ _ _ - - --- -- - O 1 1 I I I 1 I 1 r I r 1 jEXPIRES: 12/31/191 01 I I I I ! 0 I I - ---1 I o 12I o ---- 4 ---- -- -- - - - - - - - - - -- - - - - --1--- _...__ I----N- - - - - ; - f - - - - - - - - - - - - - - - - -t - -- - -- -- 4 1 I I I i ® Ti r 1 I I I I - 11 1 I I I 1 ! __,:z. I I I 1 I }+ cN I I I I I I r l l I I I I 3 0) r- I I I 1 I 1 1 1 1 I I 82 ___ _ ___ _ _ __ _ __ ___ _ _ _ _ I I I I - �� rY► eo I .�© I I I m (DN DDC) 1/441 +� o . 0 / � 00 i ` ,- 2 w u)fin � u) E 2- 12- z r__ . EI I I I I I I Dia m r 1 I I I I I r r r ` ,. I CD II 1 __ _ __ _ ___ _ ___ _ _ __ _ _ ___________ 42 CI I � , � I , � � L. I � 24X24 RELIEF - , ii. 2 ASIJ-3 FILL NW7 /4 A A/� A A ri,�I U (ASU -1 Q} - DAMPER FOR _ O at' I- -- - - - - I-- - 4- --- - - - - - -- - -- - . _ - - - -- - - - -- - - -- - - - - - - - - - - - - - -- - -- - - - I ������r: I _ 1 11` I I I ! I I --•AdU�- - - _ o im TCDo I I (iii -- 1 ~� I I jll m�_ _ I (ASU-1) _ - E _ I: © I _ _ _ _ _ _ -_ (ASU-a) _ _ - _-_ - _ _ _ I I I I 1 �J 7 D I I , 1 �j 4„.;, ,,.., pon, 0 11 tio II ® �( �I' 0 ©I f? 111' I I I mI I AI;co a - , : o I - - `ill'13 _ j 4+,I<'l :'l )- - ! : 2", BIDS - - - -l-Ip --.- - _ - - ® - "�- I - - -- - -- - -- - 0 - (10 '� I- - - - ;;.,-: :I M1.21D ZONE DAMPER rA - I 1 1 i 1 •a u I I I l I I 0 {ASU-9) �1 ©© poo �,, I I I ®0- OD1 I I (7 ONES) I I I I I I mlj CU 3 , , , r U , , 406,61 I ,,, © I �I®{2 DSA 3 CO 1 I I -, 4-- ® _ _ - - - - - DAMPERS_ I Ilir ! I ---- --- - -- - -p1 \ 42X48 ELIEF DAMPER 12(2) I. , I _ _ I - � �1 _-- - - - - - - -- - -- - -C-- - _ - -- _ - -- - -- - - - - - - --- - --_ 1- €4_ _ __ I I I I I I t� I I U I I ITrAw s I I I -o I I I 1 I I I I I I I -- ��- c - - - -- - - - t - -- - - - - - - I- - -- - --� _ �•- -�-- - - - --- - I I I I I I 1 I I I I I I I t. - IIII IIII III 1III III I!I !11I IIII IIII iIII I1I cf IIII ,III1III I III IIII IIIII C - I-- - �- - -- --f- -- -- - -- I- -- - -- -I- -4 _ ____- _ -I_ - I1 REMOVE AIR COMPRESSEAND ALL ASSOCIATED ASSORIES, PIPING, ETC. - - - - - _ 4 _ - - -_ - __ _ - - - - --- -+- - --- - _ -- -P 0) • - I I I I I I 1 I E I I f I I I I 1 I I 1 l i I I I I I I I I I I I I I I I I I I I I I ! I 1 I I 1 I I I I I 11 I I 1 I I I I I I ° I I ° I I q I I I 1 I I 1 EQUIP TAG GPM 2-WAY/3-WAY MODULATING/2-POSITION/DANFOSS 1 1 I I I I I 1 1 1 I I I I I I I I ASU 1 13 3 MODULATING I I I t I I ! I I I I f I I I I 1 I I I I I I I I I ° I 1 ° I ° I ° . 1 I I 1 ASU-2 12 2 MODULATING 2 I I I I I I 1 I 1 1 1 I I 1 I r f ASU-3 11 3 MODULATING 2 ASU-5 6.3 3 MODULATING ASU-6 2.8 2 MODULATING 3 3 ID. 411 3 0 es -9 W_8 42 3 -8 Alti ® 3 Zs ® ASU-7 3 2 MODULATING ASU-8 8.3 3 MODULATING ASU-9 2.2 2 MODULATING CONTROL DRAWING KEYED NOTES - ALTERNATES: CONTROL DRAWING GENERAL NOTES : ASU-10 3.3 2 MODULATING 1. PROVIDE DIGITAL DAMPER ACTUATOR AT OSA, MIN OSA IF APPLICABLE RELIEF AND MIXING DAMPERS TO REPLACE EXISTING PNEUMATIC ACTUATORS. RETROFIT EXISTING ASU-11 12.7 3 MODULATING ( ) 1. WHERE EXISTING PNEUMATIC DEVICES ARE REMOVED, REMOVE HEATING VALVE WITH DIGITAL ACTUATOR KIT. CONFIRM VALVE CONFIGURATION PRIOR TO SUBMITTAL. ALL ASSOCIATED PNEUMATIC PIPING AND CONTROLS. CONNECT UH-07 1.5 2 MODULATING 2. REMOVE PE SWITCH AND OPERATE FAN DIRECTLY FROM DIGITAL CONTROLS. PROVIDE RIB OR STARTER FOR 120V UNIT AS REQUIRED. WHERE DAMPER IS NOTED ON THE NEW ACTUATOR / DDC DEVICES TO EXISTING JCI SYSTEM IAT BOILER 80 3 MODULATING MARK DATE DESCRIPTION PLAN, REPLACE EXISTING PNEUMATIC ACTUATOR WITH DIGITAL DAMPER ACTUATOR. CONTROL PANEL. ALTER PROGRAMMING AS REQUIRED FOR THE 3. REMOVE (E)PE SWITCH AND OPERATED ELECTRIC WATER HEATER AND ASSOCIATED RECIRC PUMP DIRECTLY FROM DDC. NEW DIGITAL DEVICE. 4. PROVIDE DIGITAL DAMPER ACTUATOR. CONNECT NEW ACTUATOR TO EXISTING JCI SYSTEM CONTGROL PANEL. ALTER PROGRAMMING AS REQUIRED FOR THE NEW DIGITAL DEVICE. EQUIP TAG SA AIRFLOW RA DAMPER OSA DAMPER MIN OSA RELIEF DAMPER NOTES - 5. REMOVE PE SWITCH AN DOPERATE ELECTRIC HEATERS DIRECTLY FROM DIGITAL CONTROLS. PROVIDE RIB OR RATED CONTACTOR FOR 120 V OPERATION AS REQUIRED. 2. CONTRACTOR FIELD VERIFY DAMPER AND VALVE SIZES/TYPE PRIOR TO SUBMITTAL. (CFM) (WXH) (WXH) DAMPER (WXH) Issued: 12/21/201 6. - 3. REMOVE (E)PNEUMATIC TEMP SENSOR AND REPLACE WITH NEW (WXH) 7. REMOVE (E)PE SWITCH AND OPERATE FAN DIRECTLY FROM DDC. FOR HW UNIT, RETROFIT HEATING COIL VALVE WITH DIGITAL ACTUATOR KIT. SENSOR. COORDINATE WALL PATCH WITH ARCHITECT WHERE 8. PROVIDE DIGITAL DAMPER ACTUATOR FOR MULTIZONE DAMPERS. # OF ZONES SHOWN ON PLAN. REPLACE (E)PNEUMATIC T-SENSOR WITH (N)DIGITAL SENSOR. (E)SENSORS ARE REMOVED. ASU-1 7500 CFM 30X30 30X22 30X8 Scale: As Indicated 9. REMOVE (E)CONDENSING UNIT AND (E)CURB TO REPLACE WITH NEW. CONNECT TO (E)DDC SYSTEM. SEE M131 FOR ROOF PLAN. (ADD ALT #1) 4. CONTROLS CONTRACTOR TO FIELD VERIFY EQUIPMENT LOCATION ASU-2 8000CFM 72X16 72X12 72X4 72X16 10. REMOVE (E)PNEUMATIC DAMPER ACTUATOR AT STEAM AND STOVE HOODS (EF-5 & EF-6) AND REPLACE WITH DIGITAL DAMPER ACTUATOR. ALTER PROGRAMMING AS REQUIRED AND EXISTING CONDITIONS TO ENSURE ALL SYSTEMS CURRENTLY ASU-3 7000 CFM 60X18 60X14 60X4 60X18 Drawn By: --- FOR THE NEW DIGITAL DEVICE. ON PNEUMATIC SYSTEM ARE UPGRADED TO DIGITAL CONTROLS. ASU-5 6000 CFM 55X12 55X8 55X4 55X12 11. (E) BY-PASS VAV BOXES.PROVIDE NEW CONTROLLER. NEW CONTROLLER TO ACCOMODATE FUTURE VAV BOX WITH REHEAT, FLOW MEASURE, ETC. ASU-6 1300 CFM 20X14 20X14 10X16 ZONE DAMPER Reviewed --- 12. (E)FIRE SMOKE DAMPER - REMOVE (E)PNEUMATIC DAMPER ACTUATOR AND REPLACE WITH NEW DIGITAL ACTUATOR. By: 13. REMOVE (E) PE SWITCH AND OPREATE PUMP DIRECTLY FROM DIGITAL COTNROLS. ADD ALTERNATE SCOPE O F WORK : ASU-7 2140 CFM 16X16& 16X18 BYPASS DAMPERS (2) DAMPERS TO EF-5&6 HOODS, SEE BELOW File: 14. PROVIDE DIGITAL OSA DAMPER, FACE/BY-PASS DAMPER TO REPLACE (E)PNEUMATIC ACTUATORS. RETROFIT (E)BOOSTER HEATING COIL VALVE WITH DIGITAL ACTUATOR KIT. ADD ALTERNATE #1: ASU-8 7700 CFM 56X20 60X6 60X3.6 (2)36X36* *REMOTELY LOCATED IN SPACE CONFIRM VALVE SIZING PRIOR TO SUBMITTAL. 1. REPLACE (E)CONDENSING UNITS, ASSOCIATED ROOF CURBS AND DX ASU-9 2000 CFM 30X12 4X24 10X24 24X24* * REMOTELY LOCATED IN SPACE 15. PROVIDE DIGITAL ACTUATOR © OSA AND RA DAMPERS TO REPLACE (E) ACTUATORS. RETROFIT (E)HEATING VALVE WITH DIGITAL ACTUATOR KIT. CONFIRM VALVE CONFIGURATION COILS WITH NEW R-410 SYSTEM. ASU 10 1500 CFM NA NA NA NA Copyright 16015 1 PRIOR TO SUBMITTAL. 16. (E)DDC CONTROLS TO REMAIN. ADD ALTERNATE #2: ASU-11 10,400 CFM 70X22 70X22 70X6 70X22 AHU VAV BID/PERMIT SET 17. REMOVE (E)PNEUMATIC ACTUATOR AT 3-WAY VALVE AND REPLACE WITH DIGITAL ACTUATOR. CONFIRM VALVE CONFIGURATION PRIOR TO SUBMITTAL. 1. UPGRADE REMAINING PNEUMATIC CONTROL COMPONENTS TO DDC EF-5 10X6 SA DAMPER IN SA DUCT, INTERLOCKED WITH EF-5 18. REMOVE (E)R22 DX COIL AND PIPING TO CONDENSING UNIT AND WITH NEW R410 DX COIL AND PIPING. (ADD ALTERNATE #1) AND INTEGRATE CONTROLS TO EXISTING JOHNSON CONTROL SYSTEM. EF-6 10X6 SA DAMPER IN SA DUCT, INTERLOCKED WITH EF-6 19. REF PIPING. FOR ADD ALTERNATE #1, REMOVE EXISTING AND PROVIDE NEW TO MATCH EXISTING ROUTING. ALTERNATES SCALE:1/16 -D OVERALL MECHANICAL R - PLAN - ALTERNATES 1 c;:, < M200 • D I 50 1 40 I 30 I 20 I 10 I 0 1 I 50 I 40 I 30 I 20 I 10 I 0 I • 6 CONTROLS FOR VAV TERMINAL UNIT, SEE 1 /M5.00 630RA COOLING COIL—• INPUT OUTPUT POINT DESCRIPTION ALARM . PIPING-1 —ELECTRIC HEATING COIL DIGITAL ANALOG DIGITAL ANALOG SPACE TEMP X • HWS ► TYPE OF SENSOR AIR FLOW X Bora Architects, Inc. HWR-4— SENSOR SUBSCRIPT/SUPERSCRIPT DAMPER POSITION X 720 SW Washington, Suite 800 PJl DAMPER SUBSCRIPT/SUPERSCRIPT EQUIPMENT ABBREVIATIONS: Portland, Oregon 97205 P� DAMPER INDICATOR DISCHARGE TEMPERATURE X P — PUMP ELECTRIC HEATER X 503.226.1575 AIR DIRECTED FAN c �__ MEI I I FP — FUEL PUMP INTO DUCT SP— SUMP PUMP ECONO ON/OFF X www.bora.co BP HWP— BOORHEATING STE--t-Ill(t SPACE OCCUPANCY X N J _ — SFD--1 PUMP G: _ CHP — CHILLED WATER PUMP SPACE CO2 X � AIR DIRECTED CHRP — CHILLED WATER RISER PUMP ELECTRICAL CONNECTION 1"1 \— OUT OF DUCT CWP — CONDENSING WATER PUMP M Consulting Engineers J DUCT DAMPER CSP — COOLING TOWER SUMP PUMP IVRirtean563r 2007 S.E. Ash St. \—HEATING COIL SENSOR IN DUCT HWRP — DOMESTIC HOT WATER RECIRCULATIONCONTROLS FOR EXHAUST FANS, SEE 2fM5.0097214VFD — VARIABLE FREQUENCY DRIVE POINT DESCRIPTION INPUT OUTPUTALARM FA% (503} 234-0677 CT — CONTACTOR DIGITAL ANALOG DIGITAL ANALOG INC.1 fl.MFIA—ENG.COM CC — CONTROL COMPRESSOR CONTACT: TAKAKO BAKER C)? SPACE TEMPERATURE SENSOR CT CURRENT TRANSFORMER —3 CAPPED LINE CH — CHILLER START/STOP TYP OF ALL X CT — COOLING TOWER B — BOILER STATUS X ®MANOMETER EF — EXHAUST FAN 5 ? SPACE PRESSURE SENSOR —0-- PUMP RF — RETURN/RELIEF FAN 5 CONTROL SUBSCRIPTS AND SUPERSCRIPTS: AH — AIR HANDLER CONTROLS FOR RTU- 1 (*) , 3/M5.00 MZ — MULTIZONE AIR HANDLER 0SPACE� HUMIDITY SENSOR VFD —0— FLOW DIRECTION P — PNEUMATIC HP — HEAT PUMP POINT DESCRIPTION READ WRITE READ/WRITE ? E — ELECTRIC ADVAV— AREA ADAM DAMPERBLE DP R VOLUME DAMPER BOX DP DIFFERENTIAL PRESSURE SENSOR ®CONTACTOR/STARTER 1113 MULTI VALVE DUMBING ABBREVIATIONS: SD — SMOKE DAMPER UNIT ENABLE/DISABLE X SFD — FIRE SMOKE COMBINATION DAMPER EXH FAN SPEED X ? Gpo VARIABLE FREQUENCY DRIVE H — HUMIDIFIER CHS — CHILLED WATER SUPPLY V — VALVE EXHAUST STATUS X CHR — CHILLED WATER RETURN SUPPLY FAN STATUS X H HUMIDITY SENSOR ELECTRIC 3—WAY VALVE CWS — CONDENSING WATER SUPPLY WH — WATER HEATER ? CWR — CONDENSING WATER RETURN BAS — BUILDING AUTOMATION SYSTEM SUPPLY FAN SPEED X .cam HWS — HEATING WATER SUPPLY AIR FLOW ABBREVIATIONS:T TEMPERATURE SENSOR SD SMOKE DETECTOR -DCI-- 2—WAY VALVE HWR — HEATING WATER RETURN OUTSIDE AIR/ECONOMIZER DAMPER POSITION X ? ? HW — DOMESTIC HOT WATER OSA — OUTSIDE AIR RA CO2 X MOTOR CONTROL CENTER CW — DOMESTIC COLD WATER RA — RETURN AIR LL TEMPERATURE LOW LIMIT SENSOR CO CARBON DIOXIDE SENSOR GPM — GALLONS PER MINUTE SA — SUPPLY AIR RA TEMP X I DP81 i$ SWITCH, TIMER DB — DOUBLE VALVE OPERATOR EXH — EXHAUSTED AIR DISCHARGE AIR TEMP X \G I N,�,� , DISCHARGE AIR PRESSURE X •�'� loss 16 " FL FLUID LEVEL SENSOR F FLOW SENSOR ,, 4 _ MIXED AIR TEMP X HEATING SECTION STATUS X .',49041* qtr �- SMOKE DETECTOR X •4K0� 91*- COOLING STATUS X EXPIRES: 12/31/191 ALARM CODE X DISCHARGE AIR TEMP SETPOINT X 4 DISCHARGE AIR PRESSURE SETPOINT X 4 l'imol i. N th (*) MINIMUM POINTS TO BE MAPPED TO GRAPHIC 0 3 L c� = N ..... wc- Iiic Ans" ,•�, _ — o Eos; o M Q OCCUPANCY SENSOR, DIV 26. a -2 w Nr (-7) i_ SC 7TIE TO CENTRAL LIGHTING CONTROL SYSTEM VIA BACNET/IP & INTEGRATE I..1111 © �.�7 W/ PER ROOM OCCUPANCY STATUS. O ,aMOM 0 _T SA I ( Cli I )SA 0 mC — . •• 0 FOR CLASSROOMS OR CONFERENCE ROOMS B (I) \ ECONO ON/OFF LIGHT fJ (1 VAV BOX W/ ELECT RH CONTROL DIAGRAM (13 _ 3 M5.00 SCALE: SCHEMATIC 3CO n • CO2 SD B FM. PE •C' 1 I 1 RELIEF ( 410 ( r 1. RA C OOLING SECTIONCO VFD TI #2 CD COMPRESSOR #1 1:7 • V‘..'\I --ICT — VFD $ 0 2/3 DUCT LENGTH I— ...7-,_I m _—? B El P HL P BDD w iam 0 _ / o> (OSA I I TO VAV BOXES 2 I EF-1 I I — L VFDI 3 3 (N) RTu - 1 CONTROL DIAGRAM . r2 -- EXHAUST FAN CONTROL DIAGRAM m544 SCALE: SCHEMATIC �5.0� SCALE: SCHEMATIC MARK DATE DESCRIPTION Issued: 12/21/201; • Scale: As Indicated Drawn By: -- Reviewed -- By: File: Copyright 16015 1 1 BID/PERMIT SET _ in MECHANICAL CONTROLS o 6 0 N � Q = N , iS" C•Fc M500 • D 1 50 I 40 I 30 I 20 I 10 I 0 I 50 i 40 I 30 I 20 I 10 I 0 i 7 -/ALTER NATE #11 MECHANICAL LEGEND ROOF 10P HVAC UNITS EXHAUST FANS r" -1 MARK 60. MARK 0 NEW DX COIL NUMBER NUMBER - • SUPPLY AIR DIFFUSER AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT SYSTEM ADMIN NOTE 1 EXISTING TAG (E) ASSU-2 I (E) ASSU-3 I (E) ASSU-5 (E)ASSU-11 I (E)ASSU-9 • El RETURN AIR GRILLE B.D. BOTTOM OF DUCT TYPE TYPE CEILING BHP BRAKE BB EXHAUST AIR GRILLE BTU BRHORSEPOWER VAV ITISH THERMAL UNITS DISCHARGE VERTICAL SYSTEM RESTROOMS NEW ASSOCIATED 0 KEE) / it C U Cu • CFM CUBIC FEET PER MINUTE CONDENSING (ON ROOF) 5 4A 4B 6 6 PERFORATED RETURN AIR PANEL CONN. cONT. CONNECTION CONTINUATION z TOTAL CFM 0 ECONOMIZER 1990 CFM 200 4 5 REFRIGERANT TYPE R-410A R-410A R-410A R-410A R-410A R-410A 6 E YES FOR I DIRECTIONAL AIR FLOW CW DOMESTIC COLD WATER LA./ TOTAL SP. (IN H20) 0.50" 0 CFM(3) 8000 7000 6000 5200 5200 2000 DB DRY BULB u/ MIN. OSA 30 STATIC PRESS ("WC) (MAX) 0.27" 0.63" 0.56 0.74" 0.84" 0.55" 1--- MANUAL VOLUME DAMPER DIA. DIAMETER RPM 982 0 DIST. DISTRIBUTION i._ MAX OSA (FULL OCCUPANCY) 225 z VELOCITY (FPM) • 500 FPM MAX • XIII SUPPLY OR OUTSIDE AIR DUCT UP & DOWN EAB BULB TEMPERATURE EXHAUST AIR )21 CO2 CONTROL MOTOR HP 75 CONTROLLED BY DDC w ka- -71 ENTERING AIR TEMP CFXDB/WB) 86.5/66.7 82.8/68.6 84/66.6 82.8/65.7 82.8/65.7 81.3/65.2 EDENTERING DRY o_ YES 0 0 1111 RETURN AIR DUCT UP & DOWN EWB ENTERING WET BULB TEMPERATURE m EXTERNAL SP. ( H20)v) 1.25" INTERLOCKED WITH -BDD 0 LEAVING AIR TEMP CFXDB/WB) 56.7/54.6 54.0/52.8 51.9/51.4 52.8/52.6 53.3/52.3 51.9/50.9 Bora Architects, Inc. EXHAUST AIR DUCT UP & DOWN EWT ENTERING WATER TEMPERATURE MOTOR HP. 4 HP/NOTE 1 0 SENSIBLE CAPACITY (MBH) 530 212 203 164 168 62.2 720 SW Washington, Suite 800 3113 FF FINISH FLOOR DAMPER TYPE FIXT. FIXTUREz TOTAL CFM -,c 2000 X TOTAL CAPACITY (MBH) 283 257 259 194 206 78.8 Portland, Oregon 97205 FPM FEET PER MINUTE u_ 0 SUPPLY OR OUTSIDE AIR m EXTERNAL SP ("H2) 0.50ISOLATION RIS 0 _ 503.226.1575 " COIL SECTION DIMENSION WxHXL (101) 13"x41"x88" 13"x31"x78" 13"x39"x65" 38"X58.5" 58.5X38 34.5X27 DUCT UP & DOWN FPS FT. FEET PER SECOND FEET / FOOT x WFAN POWER 1.3 HP/NOTE 1 DESIGN WEIGHT (LBS) 10 APPROX COIL/FIN SIZE WxH (IN)(2) 40"x77" 30"X67" 37.5"X55" 25"X66" 74.5"x27" 25"X25.5" www.bora.co _ 40 •RETURN AIR DUCT UP & DOWN GA. GPM GAUGE GALLONS PER MINUTE FILTER TYPE 2"- MERV 8 MAX. SONES ELECTRICAL (V/ 1 4)) (POWER) 2.5 15/1 Li Z COIL ROWS/FPI 4/10 6/9 6/11 6/14 6/14 6/9 - C40 •EXHAUST AIR DUCT UP & DOWN H HP HEIGHT HORSEPOWER 0 GAS INPUT(MBH) z 120MBH BASIS OF DESIGN Gcl..8.N FAI2E9C0K CIRCUITING INTERWINE SPLIT 50/50 SINGLE CIRCUIT SINGLE CIRCUIT SINGLE CIRCUIT SINGLE CIRCUIT SINGLE CIRCUIT I.D. INSIDE DIAMETER .,,P= EFF. (AFUE) m 80.0% 1. PROVIDE WITH SPEED CONTROL NEAR FAN FOR BALANCING 1. EXISTING CABINE DIMENSIONS ARE SHOWN. DIMENFOR UNIT MOUNT COILS CONFIRM DIMENSIONS PRIOR TO SUBMITTAL 1\04 Consulting Engineers VAV TERMINAL UNIT IN. INCHES = MODULATING/TURN DOWN: 5:1 2. CONTRACTOR TO CONFIRM COIL DIMENSIONS AND CONNECTION SIDE PRIOR TO SUBMITTAL 2007 S.E. Ash St. L LENGTH ' 3. BALANCE FAN TO AIRFLOW. 4 1 Portland, OR 97214 O WT TERMINAL UNIT LBS. POUNDS , L J A PHN: (503) 234-0548 LOB LEAVING DRY BULB TOTAL CLG. (TONS) 5 FAX: (503) 234-0677 (E) EXISTING LWB LEAVING WET BULB INGTIMMFIA-ENG.COM LWT LEAVING WATER TEMPERATURE SENSIBLE CLG. (MBH) 54 CONTACT: TAKAKO BAKER -CONNECT TO EXISTING MAX. MBH MAXIMUM THOUSANDS OF BTUs PER HOUR c., z ENT. EVAP AIR TEMP (DB/WB.) = 80/64 +0 AC 4 THERMOSTAT OR TEMP. SENSOR MIN. MINIMUM 8 AMBIENT AIR CO 95 0 NOTE NC N.I.M. NOISE CRITERIA EER/SEER NORMALLY CLOSED NOT IN MECHANICAL ..) N.C. REFRIGERANT 18 SEER 410A NO. NUMBER 0 EQUIPMENT DESIGNATOR N.O. O.A. NORMALLY OPEN OUTSIDE AIR DESIGN WEIGHT (LBS.) 1500 # P PERSON iax BALL VALVE PSI POUNDS PER SQUARE INCH SMOKE DETECTOR (RETURN DUCT) YES 1>T1 GATE VALVE P/T PRESSURE / TEMPERATURE SPRING ISOLATION ROOF CURB YES R.A. RETURN AIR 11 CHECK VALVE RECT. • RECTANGULAR CONVENIENCE OUTLET - ALWAYS POWERED YES ROOFTOP UNIT 1.- GAS PRESS. REG. VALVE SET FOR REM REQUIRED . Id .BALANCING VALVE S.A. SUPPLY AIR ATTACH DUCT TO „."---2 PSIG. TO 7 WC. S.P. STATIC PRESSURE SPRING HOUSING (TYP.) - FLEXIBLE DUCT CONNECTION - [i] THERMOMETER SQ. SQUARE TEMPERATURE BASIS OF DESIGN - DAIKIN DPS 005A GASKET - TEMP. # 7-I/ I \ P. TYPICAL NOTES: ALTERNATE 1 GASKET-I -117412 - --ot GAS SHUT-OFF VALVE --o- TYDIRECTION OF FLOW VAV VARIABLE AIR VOLUME 1. PROVIDE WITH ECM MOTOR RTU MANUFACTURERD ZEE CLIP \ v -A i DPW ilql PUMP W WB WIDTH WET BULB r WITH ANCHORS PER INSTALLATION MANUAL. 1 STRUCTURAL FRAME 1 ; 1 1 1 ri f 1 1 _ VW i ,_, ....< 6" DIRT LEG \ 1 N +G 41 ,,, . 4 70996PE vs v- WPD WATER PRESSURE DROP NEW CONDENSING UNIT SCHEDULE FOR (E) AFIU'S , ....;-:-_-, ..., INIp STRAINER 0 DIAMETER 1 fi ___>._ , . , 2" STATIC DEFLECTION / f •-, r• i i?' PRESSURE GAUGE (E) EXISTING MARK NUMBER iti '44 All. lEir 0 Cu 4B CU 6 SPRING HOUSINO ROOF CURB 111.5;s:1 I ISOLATOR AND T -PETE'S PLUG BULB SEAL _ ,4 ROOF CURB -.7::- EARTHQUAKE RESTRAINT /A. 450 '1•4/co Sto- (D) DEMOLISH ASSOCIATED INDOOR UNIT (E)ASSU-2 (E)ASSU-3 (E)ASSU-5 (E)ASSU-11 (E)ASSU-9 FRAMING 1 NN fr4e411. -DOUBLE CHECK ASSEMBLY 'EXPIRES: 12/31/191 TYPE CONDENSING UNIT CONDENSING UNIT CONDENSING UNIT CONDENSING UNIT CONDENSING UNIT WOOD NAILER A. - ANCHOR TO CURB W/ 7/16" LAG • Dii PRESSURE REDUCING VALVE NEW WORK __t_z-. )i, BOLTS. EMBED A MIN. OF 3" BASIS OF DESIGN: DAIKIN RCS025 RCS020 RCS020 RCS020 DX11SA0903 FLASHING (ATTACH TO CURB) "Ir 2- _ ,i 4 III • UNION HW F (HWS) HEATING WATER SUPPLY NOMINAL COOLING CAPACITY (BTU/HR) 283 260 261 243 7.5T ROOFING GAS LINE UP THROUGH ROOF 4 A '2-WAY CONTROL VALVE HWR (HWR) HEATING WATER RETURN EER (SEER) 11.0 11.9 11.9 11.9 11.2 ROOF-1 b.- IN CURB M4•1.41 1,1 (c1) NM a •3-WAY CONTROL VALVE ® FIRE DAMPER REFRIGERANT * R-410A • CANT STRIF , _ 61 0 . MAXIMUM PIPING LENGTH e PER MANUF GUIDELINES 9 - 7" ....., 8 ,,,,i .cAp ',-- SMOKE DETECTOR 0 -FIRE / SMOKE DAMPER OUTDOOR DESIGN TEMP e 92 • INSULATION --'".-- y 1 I i , . "NJ I .4.• U) ri0 41' I SMOKE DAMPER WEIGHT 1853# 955# 955# 955# 325 ANCHOR FLANGE TO ROOF W/ MIN. =-7.--- - 1_15 'MOTORIZED DAMPER . 7/16" LAG BOLTS. EMBED A MIN. OF 3" 2 Lu CO.- (-75i-- SEISMIC BRACING STAGES 4** 2* 2* 2* 2* -.No LINED RETURN AIR DUCT a H LATERAL BRACING VOLTAGE/PH 208/3 208/3 208/3 208/3 208/3 COORD. BLOCKING AS REQ'D LINED SUPPLY AIR DUCT sj 1 ir 1-401---)MTACH 1 LAYER OF 5/8" SHEET ROCK TO DUCTWORK W/ SHEETMETAL SCREW I & FENDER WASHER .... MCA/MOCP 145.8/200 83/110 83/110 83/110 36.2/60 /-21 /21. ___ • -LONGITUDINAL BRACING - 0 - I I -LONGITUDINAL & LATERAL BRACING L * - 2 FIXED CAPACITY COMPRESSOR ** - 3 FIXED COMPRESSORS J -MAINTAIN CONTINOUS DECK BELOW UNIT ..0 AIR DISTRIBUTION DETAILS -CENTRIFUGAL IN-LINE/CEILING EXHAUST FAN 1 RTU INSTALLATION DETAIL 0 4HANG FAN FROM STRUCTURE ABOVE BOTTOM DU CT-\--0- 1WITH MOUNTING BRACKETS, TYP. -VIBRATION ISOLATOR, TYPICAL M600 SCALE:DETAIL (1) + + 1 lr-T30 ALL MOUNTING LOCATIONS - I 4-- \- -15 MAX. . .-15' MAX. C , TURNING VANES IN ALL _LINED DUCTWORK --ELECTRIC HEAT STRIP ...... 1-61 • TOP DUCT-7 41 SQUARE ELLS AND TEES RECT. TO RECT. RECT. TO ROUND SUPPORT VAV BOX DUCT CRossiNg SPECIFICATION REFERENCE TRANsiTioN,5 AT FOUR CORNERS 3 ,--- 1 SA = SUPPLY DIFFUSER <> / 3 I......------ RA = MATCHED RETURN \ - 36" MIN EXH = EXH GRILLE [iiil / IJ __I I CO 1'141 1- /1 I .iNf',.....,........ N e • ' 1. I 8" .' SA ARROWS INDICATE . ....... 200 CEM DIRECTION OF AIR FLOW A / SUPPLY AIR DUCT H 1F<AS90' AS15 Mr i ,..---- D "VAV"A INLET ED / SAME SIZE AS "VAV" SMOOTH RADIUS ELBOW, w/o VANES MITERED ELBOW NECK SIZE .... R/W = 1.0 __ CEILING DIFFUSER/GRILLE ,, ,.. SIZE OUTLET SIZE 73 BALANCED AIRFLOW, Cp. , .. \ . ELBOWS SIDEWALL DIFFUSER/GRILLE _ I _ -FLEX DUCT - MAX 48" ...",-------1 8 , L..., BRANCH DUCT I I SUPPLY-- \-CONICAL SPIN-IN \-- CONTROLLER CU _ -- LINED SA DUCT ------- - . +ROUND OR RECTANGULAR MAIN + WALL MAIN DUCT FITTING /BOOT TAP ENCLOSURE CY) MIN. 10'0" i SPIN-IN FITTING WHERE \\-CEILING _ 1„ ROUND SA/RA DUCT R 4-- APPLICABLE. GENFLEX SEE DRAWINGS VAV TERMINALS .... 6 TRANSITION FROM - SM-1DEL (WITH DAMPER CEIUNG GRILLE i FOR DUCT TAKE H -L .1 MAIN TO ROUND ,,/=. F--- '.I AND 45' EXTRACTOR) OR - OFF SIZE - n 1--1" (MIN. CROSS-SECTIONAL + V .;'; \ +APPROVED EQUAL. AREA TO MATCH ROUND). TRANSITION DUCT TO FAN CONNECTION SIZE - /./- GALVANIZED ROUND DUCT W/ CONICAL FITTING MANUAL VOLUME _Z \___MANUAL VOLUME 4'' EXHAUST DUCT- (-3----\\ VAV TERMINAL UNIT SHEET METAL DAMPER DAMPER kl_60(i) SCALE: DETAIL ENCLOSURE. ROUND DUCT TRANSITION W/ ROUND DUCT TEE SPIN-IN FITTING OFF TOP OF AIR TERMINALS MAIN DUCT 2 RESTROO vi EXHAUST FAN RECTANGULAR MAIN M600 SCALE:DETAIL CURB SHALL PROVIDE A . ANCHOR RELIEF TIGHT FIT TO COUNTER HEAD COUNTER- IVAV BOXES WITH ELECTRIC HEAT 1 , I I 1 i , , : i , i , FLASHING. CAP TO FLASHING. PROVIDE SPACERS CURB TOP PERIMETER AS 2 MAX 20% OF MIN MINMAXIM UM MAXIM UM 1 SA 1 SA TEMP i REHEAT ELEC COIL CONTROLS MAX. ;MAX. DISCHARGE! MAX. RADIATED CONTROL CURB WITH GASKETED ROOFING REQUIRED 2 t . MARK TYPE COOLING COOLING VENTILATION 300 CFM DEADBAND HEATING CFM INLET OUTLET INLET TEMP :AT HEATING 1 COIL LOAD INPUT TYPE STATIC; SOUND POWER i SOUND POWER TYPE SCREWS AT 12" OC MIN. NO. CFM CFM CFM CFM 50% or VENT IN. IN. DEG. F DEG. F : MBH KW 1 LOSS * I LEVEL ** LEVEL ** ....s. ..... CURB MOUNTED ,,,/ . ,, N. ,.-' ---I , _,.., - FACTORY CURB TO i BACKDRAFT DAMPER MATCH ROOF SLOPE VAV-1 VAV 300 60 15 150 150 150 6 12X8 55 110 ! 8 . 9 2 . 61 SCR 1 0 .75 ! 67 59 DDC CURB AND FLASHING N.I.M. . 12" MIN. VAV-2 VAV 300 60 87 150 150 150 6 12X8 55 110 i 8 . 9 2 . 61 SCR i 0 . 75 1 67 59 DDC VAV-3 VAV MO 222 65 0 222 555 12 16X15 55 90 ! . 21 . 0 6 . 15 SCR i 0 . 75 ! 67 59 DDC ATTACH CURB TO ROOF DECK W/ , : 67 59 DDC 0 . 75 • VAV-4 VAV 120 24 14 60 60 I 60 4 12X8 j _ 55 90 I 2 . 3 0 . 66 SCR I ! SIMPSON SDS/0 ----- , MARK DATE DESCRIPTION VAV-5 VAV 160 32 15 80 80 1 80 ____ , .0 0. 89 SCR 0 .75 ! 67 59 ' DDC EACH CORNER ' , , , , \... INSULATED ....._ REuEF/osA INTAKE DUCT, _ TOTAL 1990 662 995 , , , , , i 44.1 , ROOF SEE FLOOR PLAN FOR Issued: 12/21/201 , , ...., _.- ------------ > SPECIFIC APPLICATION Scale: As Indicated 1* - INCLUDING COIL, SOUND ATTENUATOR SECTION & VAV BOX , i ! 1 ! , ; -- , ( 4 RELIEF HEAD Drawn By: --- ** - THIRD OCTAVE CERTIFIED RATING IN ACCORDANCE WITH ARI STANDARD 880-94 1 1 1 ! ' I Vis60_0) SCALE: DETAIL Reviewed By: File: Copyright 16015 1 1 BID/PERMIT SET .4t. to , . it 0 MECHANICAL LEGENDS 0 a; (z) AND SCHEDULES . (1' E5 = ,CN1 C -`s, M 0 --) oS S 4i M 6 0 0 D I 50 I 40 I 30 I 20 I 10 I 0 I • 1 50 I 40 I 30 1 20 1 10 I 0 1 MASON TYPE SCB -ANCHORAGE MASON TYPE SCB -ANCHORAGE 2/M6 . 01 NOTES c,- 1/4" GALV. THREADED EYE BOLT CD CENTER OF WOOD MEMBER (TYP. OF 3). FOR Z-GIRT SUPPORT STRUCTURE SUPPORT STRUCTURE USE MACHINE THREAD EYE BOLT W/ JAMB NUT & 6 1/4" WASHER © EACH SIDE OF GIRT 6 BORA i` I! III 'll III i' 1 i 2 - ATTACH TO TOP CORD. OF TRUSS ONLY OR WOOD \.• 1�I IV A �sl �I •.t. � WOOD JATRIALJOIST 12 XEDGE 1 -5/8 BATTACH TO G1DECK SCREW RT IN. 1" FROM 28" MIN. ROD COUPLING\_ ROD COUPLING �1 9iW/ (2) #12 TEK SCREWS ON FLOOR OR AS 111114‘ ID LINED RELIEF AIR PLAN MASON TYPE SRC MASON TYPE SRC OPEN TO PLENUM SEISMIC ROD CLAMP SEISMIC ROD CLAMP _ __ Bora Architects, Inc. 'I EI IF EQUIRED l�I `I IF EQUIRED - 720 SW Washington, Suite 800 ,,�� THREADED ROD THREADED ROD ,.�-� // _....._21.1_ Portland, Oregon 97205 )(*°,..,_,, ROD STIFFENER ANGLE �' ROOF JOIST, TRUSS _--- 503.226.1575 I7 \ l ,� ` I-1. :.Ali ' �, IF REQUIRED \ TOP CORD, OR GIRTER www.bora.co ROD STIFFENER ANGLE _ � ' IF REQUIRED \ RI :� I _ lyl 4 v 120' `- !S �1Q i I i l / APPROX. 120' (TYP. OF 3) / REQUIRED ROD COUPLING ` / CEILING CLEARANCES \ REQUIRED CLEARANCES DU T FOR LOWER ROD RELIEF GRILLE M Consulting Engineers NO.10 SELF-TAPPING O 2007 S.E. Ash St. \�- / SHEET METAL SCREWS SCBH OPTIONAL ATTACHEMENT � 11ILP ATTACHMENTDETAIL �` NUM RA DETAIL 2 1/2 IN. X 12 GAGE I IN MAXIMUM 12" O.C. --...,<Z> M6.01 DETAIL CONTACT: TAKAKO BAKER I. 1AIRCRAFT CABLE ` /^' TRAPEZE SUPPORT TOP VIEW I I -#10 GALV. WIRE © 3 5 = _ NOTE: MATERIALS BASED ON MASONdilw IIIPDUCT LOCATIONS NEAR SUPPORT 5 ^. INDUSTRIES. SIZE MATERIALS BASED ON :•-•ia d 0 0 0 0 0 • ,i c.:.: 1 " DUCT STRAP ® 96" 0/C •' FOR SHEETMETAL DUCTS 11" TO 27" IN DIAMETER & ALL SQUARE -, .� APPLICATION & MANUFACTURER REQUIREMENTS. OR RECTANGULAR DUCTS (STRAP ALONE 1S SUFFICIENT FOR DUCTS _ SMALLER THAN 11 IN DIAMETER) 1110.N / * . ii - STRAP INTERVAL MAY BE DECREASED (LESS THAN 96" 0/C TO REDUCE THE NEED FOR WIRE TIES AS DETAILED. CONSULT AIRCRAFT CABLE ENGINEER OR SMACNA STANDARDS " MASON SCBH-SEISMIC 2 (2- DUCT SUPPORT FOR ALL DUCTS 28 IN CABLE BRACE HOOK FOR ALL DUCTS 6 #t IN CROSS- DIAMETER OR LARGER SECTIONAL AREA OR GREATER - - - - j,!6j.0 ROUND DUCT i SCALE: DETAIL RECTANGULAR/OVAL DUCT (TSEISMIC DUCT SUPPORT 1 M601. SCALE: DETAIL VI P'/ \ 44GI N,p` P 1357 UNISTRUT _ COND. UNIT BASE 1-5/8" STRUT ' •�' 70996PE O� t SEISMIC r SQUARE NECK/PLENUM. BRANCH - FLEXIBLE DUCT UNISTRUT P1326 '' '? '-, RESTRAINT SIZE NOTED ON FLOOR PLAN MANUAL VOLUME DAMPER FOR FINAL CONNECTION > ���r TAB (TYPICAL) FLEXIBLE DUCT SHEET METAL DUCT ONLY. SAME SIZE AS "' NOTES: IA. 9 ' 4_4 SPIN IN FITTING MANUAL VOLUME DAMPER DIFFUSER NECK SIZE AK() BP LINED PLENUM 1 " FOR FINAL CONNECTION " MAKE NO HOLES IN CURB CAP P/T 3/4 PLYWOOD • SEE ARCH FOR ROOFING DETAILS (EXPIRES: 12/31/191 LARGER THAN ONLY. 48" MAX. LENGTH MAIN SUPPLY DUCT SPIN-IN FITTING ' 24 DIFFUSER NECK SAME SIZE AS MAIN SUPPLY DUCT DUCT SUPPORT, SEE I- A DIFFUSER NECK SIZE it i P/T 2X DECK --• - � STRUCTURE 0 III- L� , i "11 16" O. \ /C -- UNISTRUT P1941 4 84" MIN.. PI=I�ORATED - ' �10. .,1� CURB CAP/FLASHING. 20 GA �� �a METAL 1:3A LE �` I MIN S.S. W/ WELDED CORNERS - N PLATE 40�o I �l I y r 11"1=#.,. 1 1 U 3 2 OPEN AREA I r- �� ..........-� . G L Y o SEISMIC (3)P/T 2x12'S r 3/8 x4 LAG BOLT. � o � a7 RESTRAINT TAB ► PRE-DRILL AS REQ'D. ATTACH12" MIN �+ o�F PANDUIT STRAP TYPICAL P/T 2x6, TYP. AT LEAST 3-1/4" FROM TOP �/ tN �,h OF P T LUMBER. SEALCOORDINATE HEIGHT - c�M1 i / REQUIRED WITH ADJACENT 2 W r�r t' ~ EXISTING ROOF INSULATION CUT PENETRATION. CURB CAP TO PARAPET TO PROVIDE 0 CEILING CEILING DIFFUSER PANDUIT STRAP/ GROVE FOR NEW STRUCTURE. ` COVER PENETRATION MINIMUM CLEARANCE REQ'D CEILING DIFFUSER CEILING DUCT SUPPORT, SEE 2 WASHERS AS REQ'D (2 MAX.) 6.D EXISTING ROOF DECK plow .0111 _ _ 0 FILL VOID (PACK TIGHT) WITH INSULATION / \L 0 AND ADD INSULATION OVER THE TOP TO ROOFING ---.. MATCH EXISTING. 4 CEILING DIFFUSER DETAIL CANT U M6.01 NONE (5 ( COMPRESSOR CURB (I) M6.01 ( SCALE: DETAIL C CO 3 VENTILATION AIR SCHEDULE RTU-1 EAT PUMP 3CO 7 ROOM NUMBER AREA (SQ. FT.) OCCUPANT NUMBER OF NUMBER OF OUTSIDE AIR OUTSIDE AIR OUTSIDE AIR ZONE SUPPLY PRIMARY RETURN EXHAUST Zone Corrected AIR _ AND NAME LOAD FIXTURES OCCUPANTS REQUIREMENT REQUIREMENT REQUIRED (CFM) OSA AIR(CFM) OSA AIR (CFM) AIR (CFM) Ventilation OSA SYSTEMS EXTERIOR PIPIN (#/1000 SQ. FE) (PLUMBING) (CFM/P) (CFM/SQ FT) (CFM) FRACTION Efficiency CFM W/ALUM COVER TO OR(CFM/FIXT) " ______ Az Pz RP Ra Vbz Ez Voz Vpz E Evz MECHANICAL ROOM. 20 GA. STAINLESS STEEL - CURB CAP L D104 PRINCIPAL 160 5 1 5 0.06 15 ' 1.0 ' 15 160 1 0-09 160 0 0.98 15.39 RTU-1 NISTRUT P1026 CES D103 CONFERENCE 280 50 14 5 0.06 87 1.0 87 300 0.29 300 0 1.12 91.49 RTU-1 . NEOPRENE BELOW STRUT D105 HEALTH 150 j 5 1 1 5 0.06 14 1.0 14 120 0.12 _ 120 0 0.95 14.76 RTU-1 Y / - ' ".. D107 WORK ROOM 400 5 2 5 T__._.. 0.06 34 1.0 34 300 0 _ RTU-1 / /_3/4" D102 RECEPTION ADMIN (INT) 575 10 _ 6 5 0.06 65 1.0 65 1110 0.06 1110 0 1.24 67.98 RTU-1 NISTRUT P1100 D106 TOILET _ 85 ! 0 1 0 50 0 0 0 75 RTU-1, EF-1 _.{....„..--IJ j TOTAL 1650 24 214 214 1990 1990 75 0.95 225 r - I i Vou Vps , I T Ev :..,.. i - U NIST T P1363C i I CORRECTED TOTAL OUTDOOR AIR FLOW RATE 225 CFM Corrected OSA Fraction Zs= 0.11 ,,J/ ,I 4 x 1) SDS I NISTRUT P1325 24 GA VENTILATION AIR SCHEDULE - EXISTING UNIT _.- REMOVABLE -_ _ �_ _ i NO ANCHORS (TYPICAL)FLASHING ROOM NUMBER AREA (SQ. FT.) OCCUPANT NUMBER OF NUMBER OF OUTSIDE AIR OUTSIDE AIR OUTSIDE AIR { ZONE SUPPLY PRIMARY RETURN EXHAUST Zone Corrected AIR IN CURB CAP ALLOWED AND NAME LOAD FIXTURES OCCUPANTS REQUIREMENT REQUIREMENT REQUIRED (CFM) OSA AIR(CFM) OSA AIR(CFM) AIR (CFM) Ventilation OSA SYSTEMS 2 2 _ (#11000 SQ. FT.) (PLUMBING) (CFMIP) (CFM/SQ FT.) {CFM) FRACTION Efficiency CFM OR(CFM/FiXT) * Az Pz RP Ra Vbz Ez - Voz Vpz Zp Evz /_ /-ROOF DECK D100 VESIBULE 220 0 0 0 0.06 13 1.0 13 350 0.04 0 0 0.99 14.71 EXIST. • / r - D 101 LOBBY 440 30 14 5 0.06 96 1.0 96 700 0.14 700 0 1 07 107.39 EXIST. D111 COUNSELING 135 5 1 5 R� 0.06 13 1.0 13 100 f 0.13 100 0 0.90 14.59 EXIST. D112 OFFICE 5 1 5 0.06 11 1 0 11 100 0.11 100 0 0.91 12.59 EXIST_ __..--- NOTE: COORDINATE ALL ROOFING ❑ 109 CLASSROOM 860 25 22 10 0.12 323 1.0 323 750 0.43 750 0 1.28 360.05 EXIST. �. AND FLASHING WITH ARCHITECT. TOTAL 1760 38 457 457 2000 950 0 0.90 509 V - .. -__ - p Ev-.ou V s 6 SMALL CONDENSING UNIT CURB DETAIL � _.._- . - _.._. _- � --- ._. _. ...---I - MARK DATE DESCRIPTION CORRECTED TOTAL OUTDOOR AIR FLOW RATE 387 CFM Corrected OSA Fraction Zs= 0.25 , _.._-- _ - -_- . __-_�_._ SCALE DETAIL ____ Issued: 12/21/201, Scale: As Indicated Drawn By: --- Reviewed --- By: File: Copyright 16015 1 1 BID/PERMIT SET gt 0 ai MECHANICAL LEGENDS AND SCHEDULES Ncti O c co (0 . o IS• M601 D 1 50 I 40 I 30 I 20 I 10 I 0 50 I 40 I 30 I 20 I 10 1 0 I LIGHTING FIXTURE SCHEDULE TYPE LAMP 1LUMENS CCT LOAD MANUFACTURER& MODEL DESCRIPTION HOUSING OPTICS DRIVER ELECTRICAL SYMBOLS 6 LED A LED 4000 Im 3500 K 40 VA LITHONIA #2VTL RECESSED 2X4 VOLUMETRIC TROFFER STEEL HOUSING, WHITE ENAMEL FINISH LINEAR FACETED 0-10V DIMMING TO 1% 1,„..„-------- RECESSED LIGHT FIXTURE os OCCUPANCY SENSOR 6BORA SERIES, DAY-BRITE REFLECTOR WITH DIFFUSER AE LED 4000 Im 3500 K 40 VA LITHONIA #2VTL RECESSED 2X4 VOLUMETRIC TROFFER STEEL HOUSING, WHITE ENAMEL FINISH LINEAR FACETED '0-10V DIMMING TO 1% / BATTERY 1(_.; I SURFACE LIGHT FIXTURE Pc PHOTOCELL SENSOR SERIES, DAY-BRITE REFLECTOR WITH DIFFUSER B LED 8000 Im 3500 K 80 VA !LITHONIA #GRD PENDANT LINEAR LED 8 FOOT STEEL HOUSING, WHITE ENAMEL FINISH 20% UP / 80% DOWN OPTICS 0-10V DIMMING TO 1% RECESSED DOWNLIGHT $ LIGHT SWITCH +48" AFF SERIES, LEDALITE Bora Architects, Inc. B1 LED 4000 Im 3500 K 40 VA LITHONIA #GRD PENDANT LINEAR LED 4 FOOT STEEL HOUSING, WHITE ENAMEL FINISH 20% UP 180% DOWN OPTICS 0-10V DIMMING TO 1% p I PENDANT LIGHT FIXTURE $ LOW VOLTAGE/DIGITAL SWITCH +48"AFF 720 SW Washington, Suite 800 SERIES, LEDALITE Portland, Oregon 97205 BE LED 8000 Im 3500 K 80 VA LITHONIA #GRD PENDANT LINEAR LED 8 FOOT STEEL HOUSING, WHITE ENAMEL FINISH 20% UP / 80% DOWN OPTICS 0-10V DIMMING TO 1% / BATTERY m EXIT SIGN ADC DOOR CONTROLLER CONNECTION 503.226.1575 SERIES, LEDALITE C LED 2000 Im 3500 K 20 VA LITHONIA #EVO RECESSED LED DOWNLIGHT 6" DIAM GALVAIZED STEEL FRAME SELF-FLANGED 0-10V DIMMING TO 1% 0-' SAFETY DISCONNECT GFI GROUND FAULT CIRCUIT INTERRUPTER www.bora.co SERIES, LIGHTOLIER SEMI-SPECULAR CE 'LED 2000 Im 3500 K 20 VA LITHONIA #EVO RECESSED LED DOWNLIGHT 6" DIAM GALVAIZED STEEL FRAME SELF-FLANGED 0-10V DIMMING TO 1% / BATTERY SAFETY DISCONNECT FUSED WP WEATHERPROOF SERIES, LIGHTOLIER SEMI-SPECULAR - ---- - -- — - X LED 5 VA LITHONIA #LQM LED EXIT SIGN THERMOPLASTIC HOUSING STENCIL FACE, GREEN ELECTRONIC HPF/ BATTERY ® EQUIPMENT CONNECTION (E) EXISTING ,SERIES, CHLORIDE LETTERS 'd' MOTOR CONNECTION A.F.F. ABOVE FINISHED FLOOR 0 DUPLEX RECEPTACLE +18"A.F.F. TYP. TYPICAL 4 DUPLEX RECEPTACLE ABOVE COUNTER 5 4# QUAD RECEPTACLE +18"A.F.F. TO OTHER ROOMS 5 CAT 5E CABLING, TYP. LINE VOLTAGE POWER, TYP. 4 QUAD RECEPTACLE ABOVE COUNTER DIGITAL DAYLIGHT SENSOR DIGITAL OCC SENSOR PANELBOARD (IF SHOWN ON PLAN) (IF SHOWN ON PLAN) DIGITAL SWITCH/DIMMER LOCAL POWER PACK ' M Consulting Engineer s 0 JUNCTION BOX 2007 SE Ash St. J / / F I Portland, OregoPHN: 503-234-0548n 97214 A 1 11 1 > EF EMERGENCY RELAY 1 11 I\TGv www.mfia-eng.com . CONTACT: / © FLOOR RECEPTACLE - LINE VOLTAGE EMERGENCY POWER,TYP. LAI RECESSED LIGHT FIXURE EMERGENCY D PROF i LOCAL POWER PACK/EMERG RELAY ��`'���NG1NEFj�,s`P/per LOW VOLTAGE DIMMING WIRING i / / l• I SURFACE LIGHT FIXTURE EMERGENCY ¢�' 16,597 9f (WHERE NEEDED) TYP L_ ) • RECESSED DOWNLIGHT EMERGENCY ` LIGHT FIXTURE LIGHT FIXTURE i OREGON J / 1 • PENDANT LIGHT FIXTURE EMERGENCY 'Pd'1/4 20' Fy4 0 0 � � T WALL MOUNTED LIGHT FIXTURE 'EXPIRES 12-31-2019 4 LOW VOLTAGE DIMMING WIRING WALL MOUNTED LIGHT FIXTURE EMERGENCY (WHERE NEEDED) TYP �I V VFD VARIABLE FREQUENCY DRIVE U . N. NOTE: TYPICAL FOR EACH ROOM. EMERG LIGHT FIXTURE EMERG LIGHT FIXTURE O cn co a� O _� �' `1111 1 s; ® MOTOR STARTER 4-4 2� o� p 1 ill r vo ` © CONTACTOR Q 2 W NN cn r-1-- DIGITAL LIGHTING CONTROL DIAGRAM - WOODWARD ® RELAY 100E)12" = 1'-0" 0 — 0 DIGITAL 2-BUTTON SWITCH WITH ON AND OFF BUTTONS $ LV1$ LV2 DIGITAL 4-BUTTON SWITCH WITH ON AND OFF CD BUTTONS AND UP AND DOWN DIMMING BUTTONS $ LV3 (3) DIGITAL 4-BUTTON SWITCHES. EACH WITH ON AND OFF BUTTONS AND UP AND DOWN DIMMING BUTTONS ELECTRICAL SHEET LIST C15 DIGITAL SWITCH LIST NOTE: EACH SCHOOL HAS A SUBSCRIPT LETTER (I.E. A, B, C) 3 AFTER THE SHEET NAME 3 �{ E100 ELECTRICAL COVER SHEET `v E101 FLOOR PLAN - ELECTRICAL DEMO M E201 FLOOR PLAN - LIGHTING E300 OVERALL FLOOR PLAN - POWER E301 FLOOR PLAN - POWER i 73 ELECTRICAL SHEET LIST I.. CZ E — — I 2 2 MARK DATE DESCRIPTION — Issued: 12/19/2018 Scale: As indicated Copyright Project Number 1 1 BID/PERMIT SET Q 0) ELECTRICAL COVER c.? SHEETMT W T ^Q V T6�{� V1 T N El 00 . D50 I 40 30 20 1 10 I 0 I I 50 I 40 I 30 I 20 I 10 I 0 I . W-F W-G W-H W-J W-K W-L W-DD W-M \ a 1 I I I I I `.,• s t",;',.-.',': ',,• cT i i i i i i i i a i u i i i i i i i •f-F n ••'�.f •,'a- 1 1 I I I 1 I I I , ! I i I I I I I I I { •.^•.". �.:'.';.-y - - - --r--r--r- rr- r--r- r--r -r- r- rr -r -r -r- r- r-- --r` r - I I I . • 1 I 1 I I I I I 1 1 I i I I I I I I I I I I , ' 1r 'r� 4, 'r r 1- r Er � r 1- 1- r r r r r r ,. ,, .. 11111 . 11ii111111111111 KEYED NOTESDEMOPLAN _ I I _ I I I I I f I - - I I I I I I I i I r--r- r--r--r--r--r--r-- -r --r--r--r--r--r--r r--r -r-- I ` ' I I ' ' Ti '\ I �` 10 RELOCATE EXISTING LIBRARY SWITCH BANK AND EXTEND CIRCUITING. . ,'_ _ 1 I I 1 I I I I I I I I I I I I I I I 1 I b�: ,_c, •,�,. 1:.•,...-.,..-„: _ -rrl--r\ r1--r--r--r--r--r--rr-r-`-r --r--r--r- r--r- r r-1-r--r- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 3 SEE LIGHTING PLAN. ;: 1 ,1 1 1 ' � 1 1 ` Q DISCONNECT EXISTING FIRE ALARM CONTROL PANEL(FACP) - 6 _• ,;*'-■_•'_ "• --r--rl--r- r#--r--r--r--r-- -ri--r-I-4--I---r--r--r-1-r-- I-r--r--! I I I I ! 1 ' 1 E 1 I I 1 1 ] 1 1 ' I I 1 r i BORA j 1 11— 1--- I 1 1 1 1 1 1-' I I 1 1 I + —' 1 �I '1 EXTEND EXISTING CIRCUITING TO NEW LOCATION. SEE POWER PLAN. 6 -, ', ::; - --r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r'--r--r-`r-` ,I ; - -- 1 E 1 I ! E ' ' ' ' ' 1 ' I 1 ' ' ' ! ® DISCONNECT EXISTING INTERCOM (AMP) - EXTEND EXISTING -` - - •- a • I I F I I I 1 I I I I I I I I 1 1 1 I I I ,-i.• - - - - ---r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r__r_--r--r--r--r-- / �, _ - __ •i- _ _ 1 1 1 I 1 I 1 I 1 I I I \\ CIRCUITING TO NEW LOCATION. SEE POWER PLAN. �., -+ = - - , I I I I r I I I , 1 I I I I I 1 I I I , r _ ; ,i _ �,• --r--r--r--r--r--r--r--r--r--r -r--r--r--r- r--r -r--r--r -r--r-- . •;• = - • _ _ - 1 I I I I ' 1 I I I I I I I I I I I I I I I - 1 \ ;.r -. -- -.` . - - 1 I I 1 I 1 I 1 1 I I 1 1 1 1 1 1 1 1 1 1 ', -.. - .. y '•_:,. s'; ,_•..', --r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r--r'-r--r-- �: _ s u_, -- »_ _ •S r 1 I 1 1 1 1 1 1 1 I 1 1 I I I 1 1 I 1 1 1 - '� :n.. 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I I l { I'. - WP 40MCA,208V-3PH, PANEL / \ n It i I� Ill ..LL 7- C O I Ism, ' 1 4 _ LE L(E) B W t , / .. , W ■ ) E - -rz W_K - - - - .. - - - - - - _ , r,,i I _ _ - _j M-W 1 I W K I 1 , �� I (E)C_W i �i ® I I I (IN MECH RM ABOVE) 1 I 0111 _ _ I .. 7- A i 1 ir /- ...", 11--Th W-L T . ‘,.._____. iii r---, NW ��-r 5 - � V E H-W I I (IN MECH RM ABOVE) ; , i .!Ir I " S. -- _ bsls►s J I `- MECH RM ABOVE I 1 I I _ _ __ (IN MECH RM ABOVE) I f' _ • Iii MARK DATE DESCRIPTION =■ 0 0 I II �� I I I I I I !� I I D D Issued. 12/19/2018 1 _ I i W-DD - - - - -- - _ }-=-< ,111.. :;I �l(E) K W >'< Scale: 1/16" = 1'-0" I -I - �I I I I I I I 1 I 1 II I I I i W_N- - ° ID 0 ° - - - M - - - W_N • / (E) A-W � I I I I I I I I I I I I I I I 1 Copyright Project Number 1 0 0 1 -• -� I I \ BID/PERMIT SET m W-P I - - I - I - I - -L- - I- I "-----.. --- I- - �� - J - - W_P 1 , „---\ 7---, 7----,. , �-. / \ �_ �-\ / \ __ \ / \ I _ . -\ OVERALL FLOOR PLAN - op M W-27 W-14 W-26 W-13 W-12W-11 W-10 W-9} W-8 W-7 W-22 W-6! W-21 W-31W-20W-21 W-18 W-1/7 W-16 W-15 POWER ,- �__// \ � \ \ I \-_/ ,...______/ \-____/ \ �-/ �/• \________,\________, ti✓ `�J/ �J \�moi`// \_/ \/ op T Q 1 01 - FIRST FLOOR OVERALL - POWER - WOODWARD _ 300. 1/16" = 1'-0" N _ 3 0 an1 50 I 40 I 30 I 20 I 10 I 0 I I 50 I 40 I 30 I 20 I 10 I 0 W-F W-G W-H W-J W-K W-L) W-DD W-M 0D(E) vI j ( I (E) I I I I _L„ i GENERAL NOTES : POWER PLAN RESOURCE 11 I 30RA ROOM i I I 1A. ALTERNATE#1 - DISCONNECT EXISTING CONDENSING UNITS ON ROOF AND 6 RECONNECT NEW REPLACEMENT UNITS. REFER TO ELECTRICAL OVERALL c 1I • .Io8 ] / ` B. ALTERNATE#2- DISCONNECT EXISTING MECHANICAL EQUIPMENT iit {E� 1 i RECEIVING CONTROLS CHANGES, AND RECONNECT. REFER TO -..---(E) E-W MECHANICAL DRAWING M200 FOR LOCATIONS. I III I (E) B-W I C. CIRCUIT NUMBERS ARE SHOWN FOR REFERENCE ONLY-ACTUAL CIRCUIT _______/ NUMBERS TO BE FIELD VERIFIED(RE-USE EXISTING CIRCUITS WHERE POSSIBLE). Bora Architects, Inc. {E} / JANITOR-2 I+ • 720 SW Washington, Suite 800 __ n(E) I I 1 --2 (E) B-W-9 I I Portland, Oregon 97205 KEYED NOTES : POWER PLAN 503.226.1575 — - � ■. �. u— ua_.. aaa ,a■a n i iuu. usu Ian_ ma: ■ i rem iu■!i ..nii __i i ._,-i (=LE) w-s • I I www.bora.co �. 0 PROVIDE FLUSH AV IN-WALL ENCLOSURE WITH DUPLEX RECEPTACLE AND DATA PORT (SEE T-DRAWINGS), HUBBELL#NSAV26M SERIES. VERIFY EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH IN. J 2 EXISTING FIRE ALARM CONTROL PANEL (FACP) NEW LOCATION - .--Y 1► O I EXTEND EXISTING CIRCUITING. SEE T-DRAWINGS. (E) B-W-7 rii I GFI__ I� I I O EXISTING ISTIN NINTERCOM (AMP) NEW LOCATION - EXTEND EXISTING C® PROVIDE 4-GANG FLUSH FLOOR BOX WITH HINGED CARPET COVER, DUPLEX RECEPTACLE AND DATA PORTS (SEE T-DRAWINGS), OFFICE -- I I CORROSION RESISTANT. HUBBEL#CFG SERIES BOX WITH#24GCC _ __ COVER. VERIFY EXACT LOCATION WITH ARCHITECT PRIOR TO I if D112 I I I I ROUGH-IN. - 0 STUB UP 3/4"C WITH FLUSH CONDUIT COUPLING AND CAP, FOR GFI EXTENSION OF RECEPTACLE CIRCUIT. COORDINATE EXACT 5 _ _ I 1 LOCATION WITH OWNER'S FURNITURE. 5 I ' I III I I I W.01 - CLASSROOM CLG, - - - - - -- - - - - - - - - - — - — — - - - - -r - - - - W-6, �� D109 111 I �i 1N � -r ' (E) B-W- 11Consulting un I I 2007SEAsh Engineer neers St. _ II: 00 L - FA Por tland,-Oregon 97214 FHN: 503 234 0548 I INC. www.m - m fiaeng.co j i / 4. \ / %- CONTACT: W-22 - - _ - - - � , - _ � -- - - - _ - - - - - W-22\.______,./ 1 CO , ELING �= i w !- \mop PROress, I [ D1 1-1 — ,NGINE-, oy I ;1 V BBY \ I , n I I �4, 16,597 9-7 I- 1 D101 11 -- I •- I VES IBULE 1 OREGON I i I ; I 0100 % % I % ,per 'Y 20, \9\ - /".------'\ TI-. C �\ ,I, I ,.-- lir - - - d - - - — — _-- — W 7 � -. � I ExPIRES 12 31 2019 4 I - 1 - - % I -- ED I CD 4 co 3 -C 6) I r rra� 13 I Z4 76 I I - I -- Si. °o LI Y - 2 E Z� If 0 I I ii) -- , \V-0114 i 7-- ----, gi I W-pp , 1-- -ill... -7 r- -- �� Q AM P — 0 it 10 •ii I I I i 1 � � I. . P � V iii IO iiiiiiRECEPTION/ADMINr . , - 1 C2.4r CONF. RM -' ®o D1031 D102 I , 0III 1 � 1 I ! . - ...3 r (E)C-W- 9 3 ai (E)C-W-3 (E) C-W- 1 \\ I I I L _ _ - _ _ _ J Imilm 4 I (E) C-W-7 ® FACP 2 I _ ' _ _. a(E)C-W- 11 : : , D I I I � ` - - J !\ VAV-3 _ I + + 1 `v COPIER 6KW, 208V-1-1-3H ��- al _ CD (E) C-W-5 Fl - . 7,-Th, \ / 2.6KW, 208V-1 PH i VAV-2 / I VAV-4 VAV 5 W � 1KW, 208V-1PH'--`\1KW, 208V-1PH .,._j �.-._ EF-1 - (E) C-W- 19 #8 GFI 75W, 120Vc HEALTH RM I I I • O® I TOILET ' D105 I rRKROOM STAFF TOILET D113 I ` '`'\ \ (E) N-W- 15,1 ❑_ D107 I . 1 D110 j RTU-1 ON ROOF 1 PRINCIPAL .--t VAV-1 30.2MCA, 208V-3PH . IA f1D104 I I I .:--- (E) N W 11,13 2.6KW, 208V-1PH / WP n 1 - el f GFI _ - - -` I —Mil } I I y �_ 0 �� r� I�� � i 111 T - �� �-� - - - - - - - - ._ r -� - - - - - _ - - - - - - - v - - - -SIV-10 2 W-1 (� I (E) u2 �_._ (E) C-W 21 /(E) / r I T / II C-vv' - 15 (E) N-W 19,21 (E) N-W-23,25 (E) CIW- 17 I (E) N-W-7,9 I j(E)C-W- 13 (E) N-W- 1,3,5 I I fl (E) (40A/3P) I I - 1--.1 ' MARK DATE DESCRIPTION 1 '— I I r, I I I Issued: 12/19/2018 11_ _ 1/4" = 1,_ „ — \ I�p I Scale: 0 I I I I .. . 1 I 0 I I I 1 -(E) C-W Copyright Project Number 1 -- 1 — — — - - -IV-11 1 - --- - - - -, — - - - - - BID/PERMIT SET 2 N I FLOOR PLAN - POWER TR °° W-DD E) 63 63 (--1--- 01 _ FIRST FLOOR - POWER - WOODWARDEl) E301 in N E301 1/4" = 1'-0" I 50 I 40 I 30 I 20 I 10 I 0 I i 50 I 40 1 30 I 20 1 10 I 0 I 6 6 BORA TELCOM SYMBOLS Bora Architects, Inc. A.F.F. ABOVE FINISHED FLOOR � 720 SW Washington, Suite 800 SIGNAL SYMBOLS FIRE ALARM SYMBOLS APP. APPROXIMATE Portland, Oregon 97205 V DATA OUTLET (2 PORT) FACP FIRE ALARM CONTROL PANEL C. CONDUIT 503.226.1575 C.O. CONDUIT ONLY VCLGCEILING MOUNTED DATA (2 PORT) FARA FIRE ALARM REMOTE ANNUNCIATOR www.bora.co v CLG - CATV CABLE TELEVISION `FB DATA OUTLET IN FLOOR BOX Irl FIRE ALARM MANUAL PULL STATION +48" A.F.F. CCTV CLOSED CIRCUIT TELEVISION/SECURITY CLG CEILING MOUNTED DEVICE AV A/V OUTLET+48"A.F.F., U.O.N. OP FIRE ALARM PHOTO-ELECTRIC SMOKE DETECTOR (E) EXISTING FACP FIRE ALARM CONTROL PANEL 1110 FIRE ALARM HORN-STROBE+80"-96"A.F.F. FARA FIRE ALARM REMOTE ANNUNCIATOR F.S. FLOW SWITCH (FIRE SPRINKLER) PAGING SYMBOLS EH FIRE ALARM DOOR HOLDER, MAGNETIC F.S.D. FIRE/SMOKE DAMPER OS SOUND SYSTEM SPEAKER IM INPUT MODULE GND GROUND O.F.C.I. OWNER FURNISHED, CONTRACTOR INSTALLED 5 V PAGING/INTERCOM SPEAKER OM OUTPUT MODULE O.F.O.I. OWNER FURNISHED, OWNER INSTALLED 5 © WALL MOUNT PAGING/INTERCOM SPEAKER P.A. PUBLIC ADDRESS SYSTEM RE.T. PROTECTIVE ENTRANCE TERMINAL INT INTERCOM HEAD-END EQUIPMENT S.D. SMOKE DAMPER T.S. TAMPER SWITCH (FIRE SPRINKLER) Consulting Engineer s CB INTERCOM CALL BUTTON T.T.B. TELEPHONE TERMINAL BACKBOARD 2007 SE Ash St. TYP. TYPICAL A F I Portland, Oregon 97214 UG UNDERGROUND 1 1 PHN: 503-234-0548 INC. www.mfia-eng.com U.O.N. UNLESS OTHERWISE NOTED CONTACT: — SECURITY & ACCESS CONTROL SYMBOLS WG WIREGUARD WP WEATHERPROOF DR DOOR RELEASE BUTTON U.O.N. UNLESS OTHERWISE NOTED ��`'���NG4NE�SSio� CR ACCESS CONTROL CARD READER Q4.`• 16,597 -9r K SECURITY KEYPAD / /� ' OREGON DL DOOR LOCKING HARDWARE (ROUGH-IN) ,Por 20 3"5 eRr L. GOO ODOME SECURITY CAMERA (EXPIRES 12-31-2019 4 REX REQUEST TO EXIT DEVICE (ROUGH-IN) 4 LD EMERGENCY LOCK DOWN BUTTON 4 .1 CC CN U V = � MP 1:3 , " Cts C oo :r Y 0) L E tN t CC o G W Nr (r) i= 0 0 U cr C . ._ I . C1:$ 3 3 CO Telcom General Notes _ I A. FOR VOICE/DATA OUTLETS PROVIDE A SINGLE GANG MUD-RING WITH A 1" I CONDUIT FROM THE TOP OF THE MUD-RING TO ACCESSIBLE CEILING SPACE. D TERMINATE CONDUIT WITH END CONNECTORS AND THREAD ON PLASTIC L BUSHING FOR CABLE PROTECTION. OUTLET SHALL BE AT THE SAME HEIGHT ASai ADJACENT POWER OUTLET AND LESS THAN 18" SEPARATION. COORDINATE WITH ELECTRICAL. 0) B. COORDINATE ALL DEVICE LOCATIONS WITH ARCHITECTURAL INTERIOR I — ELEVATIONS TO VERIFY DEVICES WILL NOT BE OBSTRUCTED. C. PROVIDE PULL STRING IN ALL CONDUITS FOR LATER USE. D. ALL PENETRATIONS THROUGH FIREWALLS WILL NEED FIRESTOP OF THE APPROPRIATE RATING. 2 2 MARK DATE DESCRIPTION Issued: 12/19/2018 Scale: 12" = 1'-0" Copyright Project Number 1 1 BID/PERMIT SET 2 N TELCOM COVER SHEET in N CO r N 63 T N TO00 • D1 50 I 40 I 30 I 20 1 10 I 0 I I 50 I 40 I 30 I 20 I 10 I 0 I W-F W-G W-H W-Jr W-K W-L W-DD I I r I 4 :.1I I fi 6 i 30RA SHEET NOTES _---) -L i"---------- I 1 SILENT KNIGHT FIRE ALARM PANEL AND ASSOCIATE EQUIPMENT r' 1- TO BE REMOVED, RELOCATED, AND INSTALLED IN REMODELED Bora Architects, Inc. 11 OFFICE, SEE SHEET T2.01 D. 720 SW Washington, Suite 800 Portland, Oregon 97205 2 SECURITY KEYPAD TO BE REMOVED, RELOCATED AND INSTALLED 503.226.1575 IN REMODELED OFFICE, SEE SHEET T2.01 D. www.bora.co — .l ! I I I I — H-1-1 3 RAULAND PAGING SYSTEM TO BE REMOVED, RELCATED, AND I RE-INSTALLED IN REMODELED OFFICE, SEE SHEET T2.01 D. I I 4 DOOR RELEASE BUTTONS LOCATED UNDER DESKS IN OFFICE TO BE DISCONNECTED AND RE-USED/RECONNECTED TQ DOORS IN f _ REMODELED OFFICE. I III I I 5 DEVICE TO BE REMAIN, SHOWN FOR REFERENCE ONLY. I I / II 6 REMOVE CAMERA AND PROVIDE TO SCHOOL DISTRICT. 5 I I-J - i 5 I I I 1 I I I �I \ ` i I I IIIII I I M Consulting Engineers �� 2007 SE Ash St. W-61— - - - - - - _ i — i ..� — — — — — — — + — — — — — — �, 4 — — W-6 FIg on 7214 K — — = J , — —1K IF] J/ A PHN: 503-234-0548 I I \ I 1 III I 5 I I INC.www.mfia--eng.corn III SECURITY \ ® KEYPAD CONTACT: o o - I I I n U II I -- �5 I I �'R� 6 NE£R �o r£Ss F,� i� FIRE ALARM I I ,------, '' 16,597 T. — — — — L — _ C' CONTROL PANEL — — — — I — — — — — —W-22 \_� / / I I I 1 I OREGON I "y 20, .\g� 'TR,. L U L 1 I O I I I EXPIRES 12-31-2019 I --+----)4 INTERCOM O 0 I I 4 SYSTEM —71— — — — — — I DR — LI — — — - - - - - - - - - - - - - - /W-7` �+ e_ , ,,,P'- - W - - - 1 (_� 3 �� I 1 I 1 I ! �� 6. ■L p ;r Y v' I0 0 4-0 (7) .71c5 6 I I 1 I I I I . — 2 w N,- v) 0 I - , t4C1 1 I Ialme O o � I �— i I I I CD C 1 I 1 I I C1C5 3 3 CO I I I I ! I- 1 1 I I I 73 L. CTS 1 I I 0) 11 I 1 1 11 1I I 1 1 .-. W-9 II I 1 I ! P n I ! I I1 1 II II111 II 22 11-- 1 j 1 , I I I ±-r ,--------\_f , - - , - - L - - o - - - - - - - L - - -SIV-10 7 1 I 1 I 1 MARK DATE DESCRIPTION I 1 I 1 I I — Issued: 12/19/2018 n 1 . _ 7 Scale: 1/4" = 1'-0" f I I 1 I I I I I I II I Copyright Project Number 11 I ! 1 I I ! I BID/PERMIT SET 2 IZ FLOOR PLAN - TELCOM Lo II DEMO c o 400 (---1)TELCOM DEMO - WOODWARDate-, -10114" = 1'-0" I 1 I II I I T101 . D I 50 I 40 I 30 1 20 I 10 I 0 I I 50 1 40 I 30 I 20 I 10 I 0 I �� � W-F W-G W-H W-Jr W-K W-DD \._____„, \-,__ __.\-,__ __.-/i 1 f 1 I 1 1 I I II ± I I I I I 6 ` 6 BORA 3 \ �__ __ h I I I I 0 0CLG �'....-.__....-._..._.r—� Bora Architects, Inc. RESOURCE720 SW Washington, Suite 800 ROOM II I E I Portland, Oregon 97205 D 108 503.226.1575 www.bora.co — I I I I I I — i 1T • I I I I I I I I I I I I 5 5 I i I 1 I I I OFFICE .E --L CLASSROOM - D112 i --vi I D109 I 10 I I I I Consulting Engineer s \ 2007 SE Ash St. -- — — — — )- I -f 1 _ — — — — — — — — — — !; — — W-6 . I Portland, Oregon 97214 -- �❑1n K I �_� APHN: 503-234-0548 +120" AVi I .- J (E) www.mfia-eng.com CLG 1 I COUNSELING I I O 1 (E) ! I ITC. ODill CONTACT: 0 0 — I I I i !I I I- I 1 5�c,�5D PRQFessi �,\ cNG 4 Web, a 4 16,597 f — — — — — — — — 1 Apik— — .0 — — I — - — — — — — — —W-22 . i OREGON 0B • 10 �RT ca ��r cn 1 _ (E) (E) I EXPIRES 12-31-2019 1 I = ! 1 Q CLG I I I 4 _ 10\ r_r % % % 4 1 \/I R I — 3 I 4.1c N ..... ' I I \ I\ f I f i V LBB0 fill 1 AV OUTLET WITH (2) CATEGORY 6 CABLES POUTED TO NEAREST VESTIBULEI I w t MDF/IDF. HDMI, VGA, AND RCA CABLING ROUTED BETWEEN WALL / \ -- D100 121 'AV' AND PROJECTOR LOCATION. CAM — 2 DESKTOP PAGING EQUIPMENT REMOVED DURING DEMO TO BE I — °O I I I 0 PLACED IN THIS LOCATION, INSTALL IN CABINET, SEE0 O ARCHITECTURAL. VERIFY INSTALLATION L CATION FOR WIRELESS pL T4- imC PRIMEX CLOCK SYSTEM WITH OWNER. — — - - I ❑ ( I� ,{ ►�.� — o— — U — .I❑T�--T h — �r — — — W-$I S ILD1 -r I I I I I � I I ! �� (i) 3 DOOR LOCKS CONNECTED TO ACCESS CONTROL SYSTEM FOR RECEPTION/ADMIN LOCK AND RELEASE SCHEDULE. D102 - II DOOR LOCKS TO BE RELEASED BY DOOR RELEASE BUTTONS I 1 CLG I I I SHOWN ON SHEET T301 .D. p ICZ 3 o CLG CZ 1 5 'AV' OUTLET SHALL CONSIST OF (2) DATA CABLES TO MDF/IDF AND I ¢ s I I I I I 3 HDMIO CABLE TO RECEPTION, LOCATION IC BE DETERMINED BY CONF. RM n OWNER. D103 I— J1 I 6 AV OUTLET WITH (2) CATEGORY 6 CABLES POUTED TO NEAREST I I - 1 11 MDF/IDF. HDMI, VGA, AND RCA CABLING RCUTED BETWEEN FLOOR ;) BOX AND RECESSED 'AV' OUTLET. s 0 ® 0 L mn-1 V1 I 7 INSTALL FIRE ALARM PANEL AND ASSOCIATED EQUIPMENT. ALL I I I I I — I i, 4�_�" I .� DEVICES TO BE RECESS MOUNTED. +42" +42' I u E��1 f.� S 10 0 — 8 PROVIDE A CATEGORY 6A CABLE ROUTED -0 NEAREST MDF/IDF. i LEAVE A 10' SLACK LOOP FOR O.F.O.I. FUTURE CAMERA. O I I - 9 MAGNETIC HOLD-OPEN CONNECTED TO RELEASE BUTTON UNDER T - W-9 RECEPTION DESK.. 1 "' �� ' V LG I C I 10 PLACE CATEGORY 6A CABLE AND IP BASED 3" DIGITAL CLOCK & 8" CLG IP SPEAKER, OVER DOOR. 1 WORKROOM - V I I f D107 1I STAFF TOILET 11 EMERGENCY LOCK DOWN BUTTON WITH COVER, CONNECTED TO - 2 ACCESS CONTROL SYSTEM TO LOCK ALL D ORS.. FIELD VERIFY ► D110 TOILET HEALTH RM PRINCIPAL i 2 MOUNTING LOCATION WITH OWNER PRIOR O ROUGH-IN. I D105 D'104 i D113 +42° +42 fl 12 INSTALL SECURITY KEYPAD REMOVED DURIING DEMO. 1 I 7 7 1 _ �` I \ 13 PROVIDE CONDUIT FOR FUTURE ELECTRIC'LOCK CABLING. • r. ! I I I I I ilk 1 1 I I I I MARK DATE DESCRIPTION I I I Issued: 12/19/2018 Scale: 1/4" = 1-0" I I I I I I I I I I I _ I I 1 1 ( 1\TELCOM CEILING - WOODWARD Copyright Project Number 01 1/4" = 1'-0" I I 1 I I I I I 1 BID PERMIT SET 2 a. co FLOOR PLAN - TELCOM - CEILING N T Q . N 11)1 I I I I 1 I IT2 0 1 . D N I i 50 I 40 I30 I 20 I 10 Wf-D D I 0 I 1 50 I 40 I 30 I 20 1 10 I 0 I 6 \ \ i--- -- i� i i--, i-� i� i� ice. i--. �- -, i i� 7—, i-� 7-- ----, i-~-\ / i-� 6 BORA W-27W-14 W-26 W-13 W-12W-11 W-10 W-99 W-8 W-7 W-22 W-6 W-21 W-31/1/-20 W-2 W-1 W-18 W-17 W-16 W-15 \,.....„/ \... ,..-/ ..____., ,...._____., \-._ _.----.._ ____/ •,,,,_ _.,,,, \--___. \,,_ ____, \-______/ \,_____./ \-,, y \_____,____-, \-____-, \,...f � 1 l � T T � \ I I I C I / / \ 1 ,/ Bora Architects, Inc. _ 720 SW Washington, Suite 800 �� � _\ I , �_. _I J _ _II _ _ _ _ _ _ _ Portland, Oregon 97245 W Q I - - - I I - I - M I - _._._ I O I W_ 503.226.1575 I' www.bora.co .� I ' ;I II I I I 1 I I I i I I i .-- LII I I ! 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I I 5 STUB UP (2) 1" CONDUITS INTO BUILT IN FURNITURE, COORDINATE WITH ARCHITECTUFRAL SET, , ROUTE CONDUIT TO ACCESSIBLE CEILING SPACE FOR FUTURE LOW VOLTAGE CABLIN3. SEE J ELECTRICAL PLANS FOR SPECIFIED FLOOR BOX MODEL, ., f . I I IV 'I I 6 PROVIDE (2) 1 " CONDUITS FROM FLOOR BOX TO ACCESSIBLE CEILING SPACE FOR FUTURE LOW _ a VOLTAGE CABLING. SEE ELECTRICAL PLANS FOR SPECIFIED FLOOR BOX MODEL. c,. i5 1 k I I I - a b OFFICE I � i I D112 I f I I M Consulting Engineers - - - - - WGA - --- - - - - -�- - - -- - - - � - _ — — -- .. — — — — - FJPortland, Oregon972l4 A { y i www,m4a-en4.om6 I OF. g I COUNSELING I = I I I INC. CONTACT: D111 _ LOBBY �- 1 D101 �i �J Ep PROF ��`' 16,597 9 - - - - - - _ - - - - - - - - - - - - W-22 . i I I I I OREGON - ' I ��Y 1gq� CLASSROOM I , I I �OBFRr �. CF-\� I- D109 _ - I EXPIRES 12-31-2019 I rI I ) I I I 4 7-Th. 4 . ",„ . . 1 =Ell- - �� — — — — — _ f — VII 7} �' co I I f - I I I I I �� V � a _ V1STIBULE -L o � D100 I 0 0 �^� m oma; o 1 I I I ! 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