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BU P2019 -00075 50 1 40 I 30 1 20 I 10 I 0 RECEIVED 6 APR - 12419 CITY OF TIGARD 6 BORA BUILDING DIVISION Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503,226.1575 www.bora.co 4-4 g - d r L - ra at s } 5 - R - _• a,. , al ., ...., , ... 4 • • .., -}.r,' .fit. g.. ".{ - 1 . . -74 5 • t. t is ' ` 41 1...i. ,]j la 110-11 tr _wir • ,r � .'� A. . - to ilk., ' a �; „.---., '1: '''':',' .1 ter. iii 411.14I 4 1141 * 41104IF' ii a it 41, 11P1 k w r Wm If, • fr• : ,� . '�` .:-:x• ` ,,, •�' s '- ., a ie �. �YYl. �.. 9b 5 ' i LE — ...... mss 6..;;;70,.:.0 # a , . ,. SOH a Too ,11, ' `�� ' OR _: . - - -_ • 0. P SND, aREGON 1 OF 03r A3529 ,4 , , - ,.71.-, ,. : , 7-4 • 4 _ 4 ' A 414 9' at, . , ; f4-0 , • ". .*:,. i 44 ......- -. IF I o 1_ s. - � a jr._ -_,.. 4P11P'-'-' . INF . . i .a a®v, 4 �Y{.'. 4—• L ./ r t CI -A - #: 'ti' :;' - p _'+sem --_ 7 -liek, • s.,. • -. AIM* ' jit r. - r..' WI 0 b ....,. ,,--. 11111.1 ..4* .N. -:m ,, -• + ; - 44 i � - . ID AV 0 ^n 411 _ :__ r ; _t ,., ;., R t., -4... r - ''_..., ~`� mow: _ - - y + g �� N t.. o r a 3 ..., , . . t.- E 6, if) ,. ....„ . . .. . , , ...., k +a a Cilli) :' . ' ... . , . ..• .,„ .14. 4.. 0 f � .ate 4 ay • (13 + ar ii Q ? ill, , t 4,-* / - iti,-.,'4:4:11tN41441H• ti 3 CO • lit 4x- s f isliviiiillP::: s il iNailtV MO 'qt!Atill arm t_ ----11 voi. , I - .C14 r - y -,...441L Ape . m. airw- ''''Alillri CO . '..e/ '.-..' .-i• Or dr '''.....„__ ......--".....1. 6 '1/2'‘',. ,, , :: ' . R -!' - - ._. ____ _ .-Z , ,T 4.,, lrir . t ...... F lgL ?�: --• fe e' , -7 ; r. ..t ' #4, y� Ili" ' u w t '. 11.04, '.7"1'- � ti a C.' il ... :-. ' . 143(,,,. / 411, 4 �.— ' 11, d' - .,M e�,+• 2 i 2 DURHAM ELEMENTARY MARK DATE DESCRIPTION CITY OF TIGARD Issued: 1 2121/201 8 SPECIAL INSPErTiON REQUIRED Approved by Planning 2019 RENOVATION State of Oregon Structural Specialty Code Date: 1 Scale: Initials: 0 Concrete and Reinforcing Steel _,.. Bolts Installed in Concrete 0 Special Moment-Relied--q Coluat :Frame ''-- 0 Reinforcing Steel& Prestressing Steel Tendons _ 0 Structural OFFICE COPV eldin 1 VALIDITY OF PER���T =Stre►�c�t►t Bolting Copyright 16015 14-4-2j13CITY OF TIGARD THE ISSUANCE OF A PERM17 € ❑ Structural Masonrynr.� e ADDITIOI�A� PERMITS REQUIREDREVIEWS FORCODLCOMPLIANCE BASEQ 4N CONSTRUCH OR { = ❑'Reinforced Gypsum Concrete DOCUMENTS ANDOT i Fire Sprinkler Approved: BID/PERMIT SET DASA SHALL NOT PREVENT i -- ,,L alnsulating Concretes Fill Aate ole OTC: THE CODE OFFICIAL FROM 0 i- Fire Alarm i -�i. ❑ Spray 4pliea FI' esistive:-Materials V REQUIRING THE CORRECTION I ._+» Mecl�anica! Permit#: dr OF ERRORS. 05SC i�s� _' ,Pilings, Crilied Pl:'rs and Caissons COVE R Plumbing Address: y ry F O �t w v� 4 r Suite#: r 6.1 Shotcret© -� .:, Electrical By: Date: Cr cj - c] raciino Excavation and Filling Truss Engineering 0 s ^ntrol Shop Drawings o r C Sys;ez „:. � *r Other N I._J Cifter l .R. en`s. -m.7710267- -_ . C S 1 • 50 I 40 1 30 I 20 I 10 I 0 I 1 50 I 40 I 30 1 20 1 10 I 0 1 SHEET INDEX: Sheet Number Sheet Name Sheet Number Sheet Name GENERAL PLUMBING CS1 C COVER P111.0 PLUMBING DEMO PLAN 0001.0 SHEET INDEX& NOTES P121.0 PLUMBING PLAN G101.0 DURHAM CODE ANALYSIS PLAN P600.0 PLUMBING LEGENDS AND SCHEDULES 6 STRUCTURAL MECHANICAL 6 B3RA S100.0 GENERAL STRUCTURAL NOTES AND SHEET INDEX M111.0 MECHANICAL DEMO PLAN S101.0 SPECIAL INSPECTIONS M121.0 MECHANICAL PLAN S102.0 TYPICAL DETAILS M131.0 MECHANICAL ROOF PLAN S201.0 PARTIAL FOUNDATION PLAN M200.0 OVERALL MECHANICAL PLAN -ALTERNATES S201 E.0 PARTIAL FOUNDATION PLAN M500.0 MECHANICAL CONTROLS S202.0 PARTIAL ROOF FRAMING PLAN M600.0 MECHANICAL LEGENDS AND SCHEDULES Bora Architects, Inc. S202E.0 PARTIAL ROOF FRAMING PLAN M601 C MECHANICAL LEGENDS AND SCHEDULES 720 SW Washington, Suite 800 S400.0 DETAILS ELECTRICAL Portland, Oregon 97205 ARCHITECTURAL E100.0 ELECTRICAL COVER SHEET 503-226.1 575 AD111.0 DEMOLITION PLAN - ENTRY/ADMIN E101.0 FLOOR PLAN - ELECTRICAL DEMO AD131.0 DEMOLITION RCP - ENTRY/ADMIN E201.0 FLOOR PLAN - LIGHTING www.bora.co A001 ARCHITECTURAL ABBREVIATIONS. SYMBOLS& NOTES E300.0 OVERALL FLOOR PLAN - POWER A002.0 WALL ASSEMBLIES& DETAILS/CEILING ASSEMBLIES E301 C FLOOR PLAN -POWER A101.0 FIRST FLOOR PLAN A102.0 ROOF PLAN TELECOMMUNICATIONS A111.0 FLOOR PLAN - ENTRY/ADMIN T000.0 TELECOM COVER SHEET Al 12.0 FLOOR PLAN AND ELEVATIONS-GYM ENTRY T101.0 FLOOR PLAN -TELCOM DEMO A131.0 REFLECTED CEILING PLAN -ENTRY/ADMIN T201 C FLOOR PLAN -TELECOM -CEILING A201.0 EXTERIOR ELEVATIONS & PARTIAL SECTIONS T300 C OVERALL FLOOR PLAN -TELECOM A251.0 INTERIOR ELEVATIONS T301.0 FLOOR PLAN -TELCOM A451.0 HEALTH ROOM TOILET PLANS & ELEVATIONS A511 DOOR & RELITE DETAILS A514 WINDOW DETAILS A515 ROOF DETAILS 5 A591 CASEWORK DETAILS A601.0 DOOR &SIGNAGE SCHEDULES 5 PROJECT TEAM: CLIENT: STRUCTURAL ENGINEER: TIGARD-TUALATIN SCHOOL DISTRICT NISHKIAN DEAN • 1 .4, Superintendent Sue Rieke-Smith Robert Aman, PE, SE 6960 SW Sandburd St 1022 SW Salmon St Suite 300 f Tigard: OR 97223 Portland, OR 97205 503-445-8687 rob.aman@nishkian.com JOHN W. 0' OGLE • 6004 ' OWNER'S REPRESENTATIVE: MECHANICAL & PLUMBING ENGINEER: tikPOR 10, OREGON 3529 DAY CPM SERVICES, LLC MFIA, INC. OF al' Debbie Pearson Takako Baker, PE Sr. Program Manager 2007 SE Ash Street 503-969-5454 debbie.pearson@otak.com Portland. OR 97214 4 503-234-0548 takako.baker@mfia-eng.com 4 Juliet Jacobsen wilma Project Coordinator 503-984-6801 juliet.jacobsen@otak.com ELECTRICAL ENGINEER: •Ems MFIA, INC. L iiimp ARCHITECT: Robert L. Connell, PECO 2007 SE Ash Street BORA ARCHITECTS, INC. Portland, OR 97214 • 503-234-0548 robert.connell@mfia-eng.corn Q Principal in Charge: John O'Toole, AIA otoolej@bora.co imim TELECOM 1 LOW VOLTAGE: Design Principal: Christopher Linn, AIA O jinn@bora.co MFIA, INC. v cT N Project Architect: Mark Schopmeyer, AIA Gary Adovnik 0 T schopmeyer@bora.co 2007 SE Ash Street = o `o rn Portland, OR 97214 E' § a' Specifications: Mike Manzi, RA, CSI, CDT 503-234-0548 gary.adovnik@mfia-eng.com mo c� Manzi@bora.co Cr) L � � Project Team: Eve Fagenstrom, AIA COST ESTIMATOR: fagenstrom@bora.co ACC COST CONSULTANTS, LLC C Kayce Joyce; IIDA Terrance Walton • Joyce@bora.co 8060 SW Pfaffle Street. Suite 110 •W Conor Sass Tigard, Oregon 97223CO Sass@bora.co 503-718-0075 terryw@archcost.com 3 3 Ca F- I i CD VICINITY MAP: • Su i F , II r " F. � .. I. 2 _ WDURHAM R. -- �� 2 t. r! f 1r I ail{ MARK DATE ISSUED TO DESCRIPTION �t.� , iii- r. t „, - . Issued: 12/21/2018 J • b it Scale. 12.. = 1 0.I CrIlti •,i ' WL-- '- '''";:. 741' . = iN j .. x .;-;.4„, IMF_.,_ . a Lu 4 k ----. • i CO • . Z NEM - - .r LL! , - - . r I-. Copyright 16015 1 1 , : BID/PERMIT SET in_N SHEET INDEX & NOTES sm.-- N O i. G001 • C ...___ ,_ _ _ . 1 50 I 40 I 30 I 20 I 10 I 0 I 501 40 I 30 1 20I 10 1 0 L CODE INFORMATION: PROJECT DESCRIPTION: APPLICABLE CODES &STANDARDS DURHAM ELEMENTARY SCHOOL WAS BUILT IN 1989. THE SOUTH CLASSROOMS. ALLOWABLE FLOOR AREA NORTH CLASSROOMS, GYM AND ENTRY CANOPY WERE ADDED IN 1996. THIS 2014 OREGON STRUCTURAL SPECIALTY CODE (2012 IBC WITH AMENDMENTS) PROJECT INCLUDES A 4,200 SF RENOVATION AND A SEISMIC UPGRADE ADD 2014 OREGON MECHANICAL SPECIALTY CODE (2012 IMC WITH AMENDMENTS) ALLOWABLE AREA PER STORY (TABLE 503) ALTERNATE. THE RENOVATION INCLUDES MOVING THE MAIN OFFICE AND 2014 OREGON PLUMBING SPECIALTY CODE (2012 IPC WITH AMENDMENTS) BASE ALLOWABLE PER CONSTRUCTION TYPE V-B 9,500 ADMINISTRATION FUNCTIONS TO BE ADJACENT TO THE MAIN ENTRY.ADDING A 2014 OREGON ELECTRICAL SPECIALTY CODE (2012 NEC WITH AMENDMENTS) SECURE VESTIBULE, PLACING ONE CLASSROOM WHERE THE EXISTING 2014 OREGON FIRE CODE FRONTAGE INCREASE 1(f) (§ 506.2): 19,000 ADMINISTRATION ROOMS ARE, AND A MINOR REMODEL TO THE EXISTING RECEPTION 6US ADAAG ACCESSIBILITY GUIDELINES SPRINKLER SYSTEM INCREASE I(s) (§ 506.3): 57,000 AND OFFICE AREA TO FUNCTION AS COUNSELING ROOMS 6 BORA ACTUAL BUILDING AREA PER STORY (TYPE V-B) TOTAL ZONE A 55,784 SF OCCUPANCY(CHAPTER 3) ZONE B -GYM 6.801 SF BUILDING CLASSIFICATION: EDUCATIONAL ASSEMBLY A-3 FIRE RESISTIVE REQUIREMENTS (TABLE 601) Bora Architects, Inc. BUSINESS B EDUCATIONAL E TYPE V-B 720 SW Washington, Suite 800 PRIMARY STRUCTURAL FRAME: 0 HRS CODE LEGEND Portland, Oregon 97205 NOTES: BEARING WALLS - EXTERIOR: 0 FIRS 1: A/E -OCCUPANCY SEPARATION NOT REQUIRED (TABLE 508.4) BEARING WALLS - INTERIOR: 0 HRS 503.226.1575 2. SEPARATION BETWEEN A/E & B IS NOT REQUIRED BY SECTION 508.2. THE NONBEARING WALLS & PARTITIONS - EXTERIOR: 0 HRS ADMINISTRATION B OCCUPANCY IS LESS THAN 10% OF THE BUILDING AREA AND NONBEARING WALLS & PARTITIONS - INTERIOR: 0 HRS ROOM/OCCUPANCY LABEL www.bora.co IS ACCESSORY TO THE EDUCATION OCCUPANCY. FLOORS AND FLOOR/CEILINGS: 0 HRS — ROOFS AND ROOF/CEILINGS. 0 HRS OCCUPIED AREA OFFICE ROOM NAME CONSTRUCTION TYPE (CHAPTER 6) 170 SF B — - OCCUPANCY CLASSIFICATION NOTE: SOME SPACES MAY TYPE V-B 15 SF 12 = OCCUPANT LOAD NOT UTILIZE ALL ASPECTS EXIT& EXIT ACCESS: OCCUPANT LOAD FACTOR OF THE TAG. BUILDING HEIGHT(TABLE 503) THE REMODEL WORK WITHIN THIS SET OF DOCUMENTS DOES NOT CHANGE THE ALLOWABLE ACTUAL EXITING OF THE BUILDING. REMODELED AREAS DO NOT CHANGE THE OCCUPANCY HEIGHT ABOVE GRADE PLANE (TYPE V-B): 40'-0" 22'-0" TYPE AND IN EFFECT DO NOT CHANGE THE ORIGINAL OCCUPANT LOAD. EXISTING STORIES ABOVE GRADE PLANE (TYPE V-B): 1 STORY 1 STORY EXITS ARE MAINTAINED THROUGH OUT THE BUILDING. MAXIMUM COMMON PATH OF TRAVEL(§ 1014): 75-0" (WI SPRINKLERS) BUILDING EXIT SYMBOL EXIT ACCESS TRAVEL DISTANCE (§ 1016): 5 A, E OCC. 250'-0" (W/SPRINKLERS) 5 DEAD END CORRIDOR (§ 1018): — EXISTING EXIT(CAPACITY UNCHANGED) MAX LENGTH 50'-0" EXIT SIGNAGE SYMBOLS a , � JOHN W. 0' OOLE POR 1 D, OREGON o& 3529 OF o g 4MW4 CLASSROOM CLASSROOM CLASSROOM CLASSROOM -_ _ 11 10 9 8 • -- CLASSROOM CLASSROOM L _Li I' 6 5 W • J - - _ I CI WORK RM WORK RM p -r—r o � � CLASSROOM ,-----1 52 jl CLASSROOM ,! f UI �. J O 12 ]) o . . r 7 -1 B CLASSROOM ,, -E B G STAFF ROOM E E' p co u _. © W ° I- I ATRIUM I- ---- - - G _ , L . _ . -: _, HEALTH RM ,--fi _-_ STAFF ROOM 50 151 5 B • I 160 SH 2 MW MW ATRIUM CLASSROOM 3 �� 3 I t CONF. RM 3 CO E OCCUPANCY ZONE A SF 1E1_1 CLASSROOM - CLASSROOM 55,784 SQ. FT. STAFF TOILET' 226155F1 16 14 13 C11D 69 SF,. 1 Film LIBRARY 1 1------ WORKROOM ii ! - PRINCIPAL i _ I2915F� B OILET- 73-,J • I WO a� - 161 SF B 1 I STAFF LOUNGE 'r r R /�,----- I 100 SF 2 I 313 SF B it; •-j . 15 SF 22 1 I RECEPTION/ADMIN -- �� -1 f 662 SF B , En .- ..__ , 100 5F 7,1 7 CLASSROOM _3 j •=NE + _/� 15 ATRIUM _ i �, IIIII _ WORK RM ALi &gip \VP— LOBBY , p �a G C101 � °a c° °o 00 n o °° s'a1r -_ - �� as ao SPEECH COUNSELCOUNSELING C111 � -� 1_ / a 9 a 0..9 998 CLASSROOM WORK RM �_- ii4 °° °U. °o °° °o 0 0 0 '+ e s a$ �e ` CLASSROOM _ _ _ 1 V_ 1r m 16 - 1075 SF E - o a 0 0 iri B I 20 SF ss- OFFICE VESTIBULE T - C112 ' E Y CLASSROOM Li r - MUSIC ROOM B G 2 - C100 - 1928 AN/TOR KITC_HEN I IL . CLASSROOM CLASSROOM f / di 22 / 27 PE GYM CLASSROOM CLASSROOM0 -,', OFFICE A3 OCCUPANCY ZONE B 17 18 CAFETERIA �� 6,801 SQ. FT. CLASSROOM CLASSROOM WORK RM WORK RM 20 21 ❑ MARK DATE DESCRIPTION _i B - L! STOR. J RR G STORAGE Issued: 12/21/2018 Lf____' �1I14` - Scale: As indicated -- �` - CLASSROOM CLASSROOM CLASSROOM I CLASSROOM STORAGE 24 25 26 mimmill 23 • ^. I I i�� . Copyright 16015 NOT IN SCOPE -, � 1 ` `�' f= �. BID/PERMIT SET > c, DURHAM CODE ANALYSIS *f e N PLAN N c 01 FIRST FLOOR CODE ANALYSIS PLAN E . N 1116" = 1'-0" Z---r. G1 01 • C ...._ 50 I 40 1 30 I 20 I 10 1 0 1 50 I 40 1 30 I 20 I 10 1 0 1 STRUCTURAL DRAWING INDEX- DURHAM GENERAL FRAMING LUMBER ISSUED FOR: DRAWING LIST 1. THESE GENERAL NOTES APPLY, UNLESS SPECIFICALLY NOTED OTHERWISE 1. FRAMING LUMBER GRADES: WWPA GRADING RULES. STRESS VALUES SHOWN ARE BASE MEMBER STRUCTURAL STEELco 2. ALL CONSTRUCTION, TESTING AND INSPECTING SHALL CONFORM TO THE BUILDING CODE REFERENCED VALUES: 1. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC o UNDER THE HEADING "DESIGN CRITERIA". A. 2x4 STUDS (NON BEARING PARTITIONS) CONST. GRADE, D.FIR/LARCH, S.DRY, Fb=1040. SPECIFICATIONS. N 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION, UNLESS OTHERWISE NOTED. B. STRUCTURAL LIGHT FRAMING No. 2, D.FIR/LARCH, S.DRY, Fb=900. 2. ALL WELDING SHALL CONFORM TO CURRENT AMERICAN WELDING SOCIETY STANDARDS AND TO BE r\, 4. THE 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. PERFORMED BY CERTIFIED WELDERS. TYPICAL DETAILS. D. 3x&4x MEMBERS No. 1, D.FIR/LARCH. S.GRN, Fb=1000. 3. STEEL GRADES: ' BORA 5. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE REFERENCED IN E. POSTS & TIMBERS No. 1, D.FIR/LARCH, S.GRN, Fb=1200. A. W SHAPES: ASTM A 992. w EVERY INSTANCE. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE 2. PRESSURE TREATED LUMBER: B. PLATES, OTHER SHAPES AND RODS: ASTM A 36. C. HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A 500, GRADE B. H 6 SHOWN. A. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MASONRY OR EXPOSED TO WEATHER AND D. PIPE: ASTM A 53, GRADE B. 6. FOR REMODEL, UPGRADE PROJECTS CHANGE THIS SECTION TO READ) THE EXISTING CONDITIONS SUBJECT TO DECAY SHALL BE PRESSURE TREATED DOUGLAS FIR LARCH WITH ACQ OR A2CA E. BOLTS: Er SHOWN IN THESE DRAWINGS ARE BASED ON AVAILABLE BUILDING DOCUMENTS AND/OR FIELD TREATMENT PER THE CURRENT AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS. ALL LLJ a 6 Bora Architects, Inc. OBSERVATIONS. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IF THE EXISTING FASTENERS CONNECTING TREATED LUMBER SHALL BE HOT-DIP GALVANIZED OR STAINLESS STEEL. 1.) ASTM A 325N FOR STEEL TO STEEL-STEEL CONNECTIONS. p CONDITIONS ARE NOT AS SHOWN IN THESE DOCUMENTS PRIOR TO PROCEEDING WITHTHE WORK. 3. GLUE LAMINATED MEMBERS 2.) ASTM A 307 FOR WOOD CONNECTIONS, A STANDARD WASHER IS REQUIRED UNDER BOLT HEAD m _ 720 SW Washington, Suite 800 OR NUT BEARING ON WOOD. Portland, Oregon 97205 7. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS A. BEAMS: SPECIES = DOUGLAS FIR-LARCH Fb= 2400 PSI ,COMB 24F-V8 CAMBER = SPAN/400, EXCEPT X S100.0 GENERAL NOTES AND SHEET INDEX ANCHOR BOLTS, ASTM F 1554, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE AS NOTED. NO CAMBER IS REQUIRED IN BEAMS WITH SPAN LESS WITH THAN 20'-0" F. GRADE 36. X S101.0 SPECIAL INSPECTIONS PROCEEDING WITH THE WORK. B. COLUMNS: Fc=2300 PSI, Fb = 2000 PSI, COMB 3. 4. ALL WELDING ELECTRODES SHALL BE E70XX, UNLESS OTHERWISE NOTED. X S102.0 TYPICAL DETAILS 503.226.1575 8. REFER TO ARCHITECTURAL PLANS FOR FINISH FLOOR ELEVATIONS, FLOOR DEPRESSIONS, OPENINGS, C. MEMBERS SHALL BE FABRICATED WITH WATERPROOF ADHESIVE. A. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION, UNO. SLOPES, DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, STAIR HANGERS, ETC. D. MEMBERS SHALL BE MANUFACTURED PER ANSI A190.1-CURRENT EDITION. B. ALL FILLET WELDS SHALL BE PER AISC. MINIMUM SIZES ARE BASED ON THICKNESS OF MATERIALS X S201.0 PARTIAL FOUNDATION PLAN WWW.bora.co REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVES, OPENINGS, AND HANGERS FOR PIPES, 4. ENGINEERED COMPOSITE LUMBER: JOINED, UNO. X S201E.0 PARTIAL FOUNDATION PLAN DUCTS, AND EQUIPMENT. COORDINATE THESE ITEMS WITH STRUCTURAL WORK. A. LAMINATED STRAND LUMBER (LSL): 5. STEEL BEAMS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS OR GRID LINES, UNO X S202.0 PARTIAL ROOF FRAMING PLAN 9. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 1.) SIZES SHOWN ARE AS MANUFACTURED BY WEYERHAEUSER. MATERIALS, FABRICATION, HANDLING 6. ALL DETAILS ARE TYPICAL. FOR CONDITIONS NOT SPECIFICALLY SHOWN, CONTRACTOR SHALL APPLY X S202E,C PARTIAL ROOF FRAMING PLAN UPJ D @ H CZa n M 10. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF AND INSTALLATION SHALL BE PER ICC ESR 1387 AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. SIMILAR CONCEPT OR INTENT TO DETAIL THOSE CONDITIONS AND SUBMIT FOR REVIEW AND APPROVAL. X S400.0 DETAILS cry►uV PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALL PROVIDE 2.) MODULUS OF ELASTICITY: E = 1550 KSI BEAM/1000 RIM. 7. BOLT HOLES SHALL BE NO MORE THAN 1/16" OVERSIZE, UNLESS OTHERWISE NOTED_ - DEA N ADEQUATE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL 3.) BENDING STRENGTH: Fb=2325 PSI BEAM/1300 RIM. 8. ALL STEEL EXPOSED TO THE WEATHER SHALL BE GALVANIZED, UNLESS OTHERWISE NOTED. 8 TOTAL SHEETS SAFETY ORDINANCES. 4.) SHEAR STRENGTH: Fv = 525 PSI BEAM/395 RIM_ 9. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT FABRICATION ERRORS WITHOUT THE CONSULTING AND 11. THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. 5. STRUCTURAL SHEATHING, APPROVAL OF THE STRUCTURAL ENGINEER. STRUCTURAL ENGINEERS THE METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE A. ALL PANELS TO BE PLYWOOD OF MINIMUM 5 PLY CONSTRUCTION. EACH PANEL SHALL BEAR THE 10. NON-SHRINK GROUT IS REQUIRED UNDER ALL BASE PLATES. GROUT SHALL COMPLY WITH ASTM C 1107 -,-. SINCE 1919 CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE QUALITY TRADEMARK STAMP OF THE "AMERICAN PLYWOOD ASSOCIATION". GRADE A AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. 1022 SW SALMON STREET,SUITE300 THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. B. GRADES PORTtAND,OREGON 97205 (503)274-1843 Fax(503)273-5696 1.) WALLS: No31642.03 DESIGN CRITERIA a. 1/2", "C-D", GROUP 1, SPAN INDEX 32116, EXPOSURE 1. 1. BUILDING CODE: C. MINIMUM NAILING REQUIREMENTS: 1.) NAIL SIZE, USE 0.148" DIAMETER x 2 114" GUN NAIL. AT STEEL STUD CONSTRUCTION: A. ALTERATIONS: OREGON STRUCTURAL SPECIALITY CODE (OSSC)2014 EDITION. UGTU/,� 2.) SPACING: SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS, '(� - '"y B.MODIFIED SEISMIC Y T THEADE: ASCE 41-17 REQUIREMENTS OF SEISMIC THE OREGON SEISMIC RETROFIT GRANTIPRING OGRAM DINGS, a. PANEL EDGES @ 6" 00, `3Cti PROP4fi f 2. RISK CATEGORY: III b. INTERIOR BEARINGS @ 12" 00, C�S 3. DEAD LOADS C. GLUE LAM BEAMS & SHEAR COLLECTORS @ 6" OC. , e�l A. SELF WEIGHT OF STRUCTURE 3.) PROVIDE 2x SOLID BLOCKING AT PANEL EDGES OF WALL SHEATHING. Or 15.386 B. ALLOWANCES 4.) SHEATHING FASTENERS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. - �211111..- 1.) SPRINKLERS = 1.0 PSF 5.) HD GALVANIZED NAILS SHALL BE USED WHEN NAILING TO PRESSURE TREATED MEMBERS. Or OREGON D. PANEL LAYOUT, 9" 2.) MECHANICAL EQUIPMENT= 50 PSF t<` 1}- 30, ,9 1.) LONG DIMENSION OF PANEL TO BE PERPENDICULAR TO FRAMING MEMBERS. EXCEPT Q 5 4. LIVE LOADS: PANELS AT WALLS MAYBE INSTALLED WITH LONG DIMENSION PARALLEL TO STUDS. 5 b1/4/ T. ptiP A: FLOOR LIVE LOAD: 2.) END JOINTS IN ADJACENT RUNS SHALL BE STAGGERED 4 FEET. 3.) CLASSROOMS: 50 PSF. 3.) MINIMUM PANEL WIDTH SHALL BE 12". 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. SNOW LOAD EXPIRATION DATE: 12-31-19 A. DESIGN ROOF LOAD: 27.5 PSF SIZE). B GROUND SNOW LOAD 12 PSF 6. JOIST HANGERS AND FRAMING CONNECTORS: j DIGITAL SIGNATURE: 12-19-18 • C. SNOW IMPORTANCE FACTOR: 1_1 A. DETAILS ARE SHOWN WITH SIMPSON "STRONG-TIE" CONNECTORS. NAILING SHALL BE PER ICC D. THERMAL FACTOR: 1.0 RESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICC APPROVED LOADS. THE MAXIMUM GAP 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. 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 /� p /� 7. EARTHQUAKE DESIGN DATA (ALTERATIONS): TO FACE OF SUPPORTING MEMBER. ABBREVIATIONS 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 AB ANCHOR BOLT JST JOIST SITE CLASS: D 3.) PROVIDE SLOPED SEATS HANGERS FOR SLOPING I JOIST INSTALLATIONS. . SITE ABV ABOVE JT JOINT BASIC SEISMIC RESISTING SYSTEM PLYWOOD SHEARWALLS C. SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND HAVE ICC APPROVED LOAD ADDM ADDENDUM RESPONSE MODIFICATION FACTOR: R = 6.5, 0 o = 2.5, Cd = 4 CAPACITIES EQUAL TO OR GREATER THAN THE SIMPSON "STRONG TIE" CONNECTORS. ALT ALTERNATE K KIP(S), 1000 POUNDS SPECTRAL RESPONSE ACCELERATION: D. HD GALVANIZED NAILS SHALL BE USED WHEN NAILING TO PRESSURE TREATED MEMBERS ALUM ALUMINUM 1.) SHORT PERIOD: Ss 0.962 E. SIMPSON HANGERS AT PRESURE TREATED MEMBERS SHALL HAVE ZMAX COATINGS. STRUCTURAL AN ANCHOR LBS POUNDS 2.) 1 SECOND PERIOD: S1 = 0.419 SHEATHING. APPROX APPROXIMATE LH LEFT HAND DESIGN SPECTRAL RESPONSE ACCELERATION A. ALL PANELS TO BE PLYWOOD OF MINIMUM 5 PLY CONSTRUCTION. EACH PANEL SHALL BEAR THE ARCH ARCHITECTURAL LL LIVE LOAD 1.) SHORT PERIOD: Sds = 0.715 QUALITY TRADEMARK STAMP OF THE "AMERICAN PLYWOOD ASSOCIATION". AVG AVERAGE LLH LONG LEG HORIZONTAL 2.) 1 SECOND PERIOD: Sd1 = 0.442 B. GRADES: LLV LONG LEG VERTICAL 1.) WALLS SEISMIC RESPONSE COEFFICIENT: Cs = 0.138B BOTTOM (REINF) LOC(S) LOCATION(S) 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. BF BRACED FRAME LSL LAMINATED STRAND LUMBER C. MINIMUM NAILING REQUIREMENTS. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE. BLDG BUILDING LVL LAMINATED VENEER LUMBER 8. EARTHQUAKE DESIGN DATA (SEISMIC UPGRADE): 1.) NAIL SIZE: USE 0.148" DIAMETER x 2 114" GUN NAIL. AT STEEL STUD CONSTRUCTION: BLKG BLOCKING LV LENGTH VARIES PERFORMANCE SAFETY OBJECTIVE: BASIC PERFORMANCE OBJECTIVE FOR EXISTING BUILDINGS 2.) SPACING: SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS: BLW BELOW (BPOE) a. PANEL EDGES @ 6" OC. BM BEAM MAX MAXIMUM b. INTERIOR BEARINGS @ 12" OC 4 STRUCTURAL AND NONSTRUCTURAL PERFORMANCE LEVEL: LIFE SAFETY BO BOTTOM OF MECH MECHANICAL c. GLUE LAM BEAMS & SHEAR COLLECTORS @ 6" OC LEVEL OF SEISMICITY: HIGH BOC BOTTOM OF CONCRETE MEZZ MEZZANINE4 SPECTRAL RESPONSE ACCELERATION (BSE-1E): 3.) PROVIDE 2x SOLID BLOCKING AT PANEL EDGES OF WALL SHEATHING. BOD BOTTOM OF DECK MFR/MFG MANUFACTURER 4.) SHEATHING FASTENERS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. 1.) SHORT PERIOD: Ss = 0.291 BOF BOTTOM OF FRAMING MIN MINIMUM 5.) HD GALVANIZED NAILS SHALL BE USED WHEN NAILING TO PRESSURE TREATED MEMBERS. A. 2.) 1 SECOND PERIOD: Si = 0.110 BOS BOTTOM OF STEEL MISC MISCELLANEOUS D. PANEL LAYOUT: 0 DESIGN SPECTRAL RESPONSE ACCELERATION (BSE 1E): BOT BOTTOM MO MASONRY OPENING 1.) LONG DIMENSION OF PANEL TO BE PERPENDICULAR TO FRAMING MEMBERS, EXCEPT 1.) SHORT PERIOD: Sxs = 0.536BRG BEARING MS METAL STUD • PANELS AT WALLS MAYBE INSTALLED WITH LONG DIMENSION PARALLEL TO STUDS. 2.) 1 SECOND PERIOD: Sx1 = 0.332 BRK BRICK MIL METAL S. ANALYSIS PROCEDURE USED: LINEAR STATIC PROCEDURE 2.) END JOINTS IN ADJACENT RUNS SHALL BE STAGGERED 4 FEET. W �J BTN BETWEEN } 3.) MINIMUM PANEL WIDTH SHALL BE 12". BZ BOUNDARY ZONE N/A NOT APPLICABLE r/` � 4.) EDGES OF ALL PANELS LESS THAN 24" WIDE SHALL BE BACKED BY BLOCKING (2x4 MIN NIC NOT IN CONTRACT VV)) LIGHT GAGE STEEL FRAMING SIZE). No NUMBER . 1. ALL STUDS SHALL BE MANUFACTURED BY MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION 7. JOIST HANGERS AND FRAMING CONNECTORS: CFD CEMENT FIBER DECKING 0 (SSMA), CHICAGO. IL_ A. DETAILS ARE SHOWN WITH SIMPSON "STRONG-TIE" CONNECTORS. NAILING SHALL BE PER ICC CIP CAST IN PLACE NOM NOMINAL 2. INSTALLATION SHALL COMPLY WITH ASTM C 1007 AND AISI STANDARD: NORTH AMERICAN STANDARD FOR RESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICC APPROVED LOADS. THE MAXIMUM GAP CJ CONTROL JOINT NS NEAR SIDE COLD-FORMED STEEL FRAMING-GENERAL PROVISIONS. BETWEEN END OF JOIST AND FACE OF SUPPORTING MEMBER SHALL BE 1/8". WHERE CONNECTION IS CL CENTERLINE NTS NOT TO SCALE 3. MATERIAL SHALL COMPLY WITH: NOT DETAILED, PROVIDE APPROPRIATE CONNECTOR PER MANUFACTURER'S RECOMMENDATION. CLG CLR CEILING EAR (N) NEW O -6 N A. ASTM A 653 SS. 1.). TOP FLANGE HANGERS AT I-JOISTS TO BE INSTALLED WITH 2 1/2" WIDE WEB STIFFENERS AND B. GRADE 33 FOR 33 AND 43 MIL MATERIAL. WITH A MINIMUM OF (4) SIMPSON "N10" NAILS INSTALLED AT I-JOIST AND (4) "N10" NAILS INSTALLED CMU CONCRETE MASONRY UNIT OC ON CENTER E f:._' COL COLUMN OD OUTSIDE DIAMETER O i C. GRADE 50 FOR 54, 68 AND 97 MIL MATERIAL. TO FACE OF SUPPORTING MEMBER o 0 OF OUTSIDE FACE 2 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 CONC CONCRETE as OH OPPOSITE HAND CONSIDERED AS THE MINIMUM PERMITTED FOR ALL STRUCTURAL COLD-FORMED FRAMING AND NAILING AS SHOWN THE ICC REPORT. CONN CONNECTION E C - p� O R a.)ASSOCIATED ACCESSORIES. 3.) PROVIDE SLOPED SEATS HANGERS FOR SLOPING I JOIST INSTALLATIONS. CONT CONTINUOUS OPNG OPENING ♦ ♦ i--c 0 4. FASTENERS: C. SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND HAVE ICC APPROVED LOAD COORD COORDINATE OPP OPPOSITE v L _co L CONNECTIONS SHALL BE MADE WITH SELF-DRILLING, SELF-TAPPING SHEET METAL SCREWS OR POWDER CAPACITIES EQUAL TO OR GREATER THAN THE SIMPSON "STRONG-TIE"CONNECTORS_ CP COMPLETE PENETRATION Cr) p W c]°�' 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 CSJ CONSTRUCTION JOINT POLYMER (CADMIUM WITH CHROMATE) COATED FORCORROSION RESISTANCE. HILTI "KWIKCOTE OR ELCO E. SIMPSON HANGERS AT PRESURE TREATED MEMBERS SHALL HAVE ZMAX COATING CSK COUNTER SINK "STALGARD". SCREW FASTENERS SHALL BE INSTALLED SO THAT PENETRATION OF THE SCREWS 8. SILL PLATES AND ANCHOR BOLTS: CTR CENTER PAF POWDER ACTUATED FASTENERS THROUGH JOINED MATERIAL SHOULD NOT BE LESS THAN 3 EXPOSED THREADS AND AT A SPACING AND A. SILL PLATES SHALL BE DOUGLAS FIR/LARCH NO.2 AND PRESSURE TREATED. PJ PANEL JOINT 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 DBA DEFORMED BAR ANCHOR PL PLATE . 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 DBL DOUBLE PLWD PLYWOOD Ali OR AS REQUIRED FOR AND ANGULAR FIT AGAINST ABUTTING MEMBERS. FOUNDATION WALLS/SLABS SHALL BE CONSIDERED LEVEL WHEN THE MAXIMUM DEVIATION FROM DEMO DEMOLISH PNL PANEL �R 6. ALL FIELD CUTTING OF STUDS SHALL BE DONE BY SAWING OR SHEARING. GRADE IS +/-1/8 INCH AND THE DEPRESSION BETWEEN HIGH SPOTS IS NOT GREATER THAN 1/8 DF-L DOUGLAS FIR/LARCH PP PARTIAL PENETRATION `�f 3 7. SPLICES IN STUDS, JOISTS. OR OTHER MEMBERS ARE NOT PERMITTED INCH ALONG A 10 FOOT STRAIGHT EDGE_ D, DIA DIAMETER PSF POUNDS PER SQUARE FOOT C. THE SPACING AND SIZE OF ANCHOR BOLTS SHALL BE AS SHOWN IN DETAILS. DIAL DIAGONAL PSL PARALLEL STRAND LUMBER (13 D. LOCATE AN ANCHOR BOLT AT 6" MINIMUM TO 12" MAXIMUM FROM ENDS OF EACH PIECE, EACH DIAPH DIAPHRAGM PT POST TENSIONED/ POST INSTALLED CONCRETE ANCHORS LENGTH OF PLATE TO HAVE A MINIMUM OF TWO ANCHOR BOLTS. DIM DIMENSION PRESSURE TREATED 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. DJ DOUBLE JOIST OTHER SUITABLE METHODS TO ENSURE THAT EXISTING REINFORCING IS NOT DAMAGED. ALL MISDRILLED F. SILL PLATES SHALL NOT BE DAPPED AT BOLT HEADS. DL DEAD LOAD R, RAD RADIUS OR UNACCEPTABLE HOLES SHALL NOT BE USED AND GROUTED SOLID. REF REFERENCE I G. PROVIDE 3x3x1/4 GALVANIZED OR STAINLESS STEEL PLATE WASHERS AT ALL ANCHOR BOLTS. DN DOWN 2. SPECIAL INSPECTION AND ANCHOR TESTING: PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF WALL SHTG IF PLATE WASHER IS DIAGONALLY DO DITTO (SAME) REINF REINFORCEMENT A SPECIAL INSPECTION IS REQUIRED UNLESS NOTED OTHERWISE SLOTTED. PROVIDE STANDARD CUT WASHER UNDER NUT. DP DEEP READ REQUIRED 1) DRILL-BIT COMPLIANCE WITH ANSI B94 12-1977. REV REVISION 9. FABRICATION OF TIMBER CONNECTORS: DT DRAG TRUSSS. 2) CHECK HOLE DEPTH & CLEANLINESS, PRODUCT DESCRIPTION INCLUDING PRODUCT NAME, ROD A. FABRICATION SHALL BE IN ACCORDANCE WITH 2012 EDITION "NATIONAL DESIGN SPECIFICATION DTL DETAIL RH RIGHT HAND DIAMETER AND LENGTH. FOR WOOD CONSTRUCTION". DWG DRAWING RO ROUGH OPENING (13 3) VERIFY EPDXY/ADHESIVE EXPIRATION DATE. 1.) A WASHER OR METAL PLATE SHALL BE PROVIDED BETWEEN THE WOOD AND THE BOLT 4) VERIFY INSTALLATION AND IN-SERVICE TEMPERATURE REQUIREMENTS MEET MANUFACTURER'S HEAD AND/OR NUT. RETIGHTEN BOLTS BEFORE CLOSING IN_ EA EACH SAD SEE ARCHITECTURAL DRAWINGS CURRENT ICC REPORT REQUIREMENTS. 2.) BOLT HOLES SHALL BE 1116" MAXIMUM OVERSIZE. EB EXPANSION BOLT SCD SEE CIVIL DRAWINGS • 5) CHECK ANCHOR INSTALLATION METHOD REQUIREMENTS WITH MANUFACTURER'S PUBLISHED3.} LAG BOLTS. EF EACH FACE SCH SCHEDULE INSTRUCTIONS AND THE CURRENT ICC REPORT. a. LEAD HOLES SHALL BE DRILLED FOR LAG BOLTS: EJ EXPANSION JOINT SECT SECTION - 8. PERFORM PULL-OUT OR TORQUE TEST WHERE SPECIFICALLY NOTED IN DRAWINGS. SHANK PORTION = SHANK DIAMETER. THREADED PORTION = 70% OF SHANK EL ELEVATION SF SQUARE FEET 3. ADHESIVE ANCHORS & REINFORCING STEEL DOWELS: INSTALLATION SHALL BE IN ACCORDANCE WITHDIAMETER. SHT SHEET ELEV ELEVATOR CURRENT PRODUCT ICC REPORT. b. LAGS BOLTS SHALL BE INSTALLED USING A PROPER WRENCH. EN EDGE NAILING SHTG SHEATHING THE FOLLOWING EPDXIES ARE APPROVED: 10. BLOCKING / BRIDGING: EQ EQUAL SIM SIMILAR A. CONCRETE: DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT= 8 DIAMETERS. A. PROVIDE FULL DEPTH SOLID BLOCKING BETWEEN JOISTS AND RAFTERS OVER SUPPORTS. EQUIP EQUIPMENT SL SNOW LOAD 1) SET-XP EPDXY ADHESIVE AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR 2508g. PROVIDE 2x SOLID BLOCKING BETWEEN STUDS AT MID HEIGHT IN WALLS OVER 8'-0" TALL. ES EACH 510E SMD SEE MECHANICAL DRAWINGS 2) HIT-RE 500 V3 AS MANUFACTURED BY HILTI, INC., ICC-ES ESR-3814. SOG SLAB ON GRADE 11. NOTCHING AND DRILLING FRAMING MEMBERS: EW EACH WAY 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, (E), EXIST EXISTING SPECS SPECIFICATIONS 4. EXPANSION ANCHORS: INSTALLATION SHALL BE IN ACCORDANCE WITH PRODUCT ICC REPORT. JOISTS, BEAMS, COLUMNS,AND OTHER FRAMING MEMBERS. EXP EXPANSION SQ SQUARE THE FOLLOWING ANCHORS ARE APPROVED: SS STAINLESS STEEL B. THE CONTRACTOR SHALL CONSULT WITH THE STRUCTURAL ENGINEER BEFORE NOTCHING OR EXT EXTERIOR A. CONCRETE: DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT= 8 DIAMETERS. STD STANDARD DRILLING ANY FRAMING 1) STRONG-BOLT AS MANUFACTURED BY SIMPSON STRONG-TIE, ICC-ES ESR 1771. MEMBERS WHERE NOT SPECIFICALLY DETAILED IN STRUCTURAL DRAWINGS. FDN FOUNDATION STGD STAGGERED 2) KWIK BOLT TZ AS MANUFACTURED BY HILTI INC., ICC-ES ESR 191712. NAILING SCHEDULE: FIN FINISH STL STEEL 3) TRUBOLT+ AS MANUFACTURED BY ITW-RAMSET/REDHEAD, ICC-ES ESR 2427CONNECTION NAILING FLR FLOOR (INC) STIFF STIFFENER 4) POWER-STUD + SD1 AS MANUFACTURED BY POWERS FASTENERS, 1CC-ES ESR-2818JOIST TO SUPPORT TOE NAIL 3 8d FO FACE OF STRUCT STRUCTURAL 5) POWER-STUD + SD2 AS MANUFACTURED BY POWERS FASTENERS, ICC-ES ESR-2502 BRIDGING TO JOIST TOE NAIL EACH END 2 8d FOB FACE OF BRICK SYMM SYMMETRICAL2 2 6) POWER STUD + SD6 AS MANUFACTURED BY POWERS FASTENERS. ICC-ES ESR 3471 BLOCKING TO JOIST-TOE NAIL EACH END 3 -8d FOC FACE OF CONCRETE 5. SCREW ANCHORS: INSTALLATION SHALL BE IN ACCORDANCE WITH CURRENT PRODUCT ICC REPORT. DIAMETER BLOCKING TO PLATE OR BEAM TOE NAIL 3 12d FOF FACE OF FINISH T TOP (REINF) AS NOTED IN DETAILS. MINIMUM EMBEDMENT= 8 DIAMETERS UNLESS NOTED OTHERWISE. 2" DECKING TO SUPPORT BLIND & FACE NAIL 2 16d FOM FACE OF MASONRY T&B TOP AND BOTTOM 1)TITEN HD ANCHOR AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR-2713. STUD TO PLATE TOE NAIL 4 8d FOSH FACE OF SHEATHING T&G TONGUE AND GROOVE 2) WEDGE-BOLT+ AS MANUFACTURED BY POWERS FASTENERS, ICC-ES-2966. OR END NAIL 2X6 & 2X4 STUDS 3 16d FOS FACE OF STUD TEMP TEMPERATURE 6. WHERE ANCHORS ARE INSTALLED IN CONTACT WITH WOOD FRAMING AN OVERSIZE WASHER IS REQUIRED INAND END NAIL 2X8 STUDS 4 16d FOFW FACE OF FOUNDATION WALL THK THICK(NESS) ORDER TO ACHIEVE TORQUE REQUIRED BY THE ICC REPORT. THE WASHER SHALL BE OF SUFFICIENT SIZE TOMULTIPLE STUDS OR LAMINATED COLUMNS FACE NAIL 16d @ 12" 00 FOW FACE OF WALL TN TOE NAIL PREVENT NOTICEABLE DEFORMATION OF WOOD FIBERS ON FACE OF MEMBER DUE TO TIGHTENING OF NUT. TOP PLATES FACE NAIL 16d @ 12" OC FT FEET TO TOP OF USE MINIMUM WASHER SIZE 114"X3" SQUARE. VERIFY REQUIRED WASHER SIZE PRIOR TO INSTALLATION. TOP PLATES -JOINTS & INTERSECTIONS - FACE NAIL 4 - 16d EACH END FS FAR SIDE TOC TOP OF CONCRETE 7. POWER ACTUATED FASTENERS (PAF): INSTALLATION SHALL BE IN ACCORDANCE WITH PRODUCT ICC REPORT. LAMINATED HEADER FACE NAIL ALONG EACH EDGE 16d @ 12" OC FTG FOOTING TOD TOP OF DECK (ING) APPROVED ARE MANUFACTURED BY HILTI --- ICC-ER ESR 1663, RAMSET-- ICC-ER ESR 1799, SIMPSON --- JOISTS. LAPS OVER SUPPORTS - FACE NAIL 4 16d TOF TOP OF FRAMING FOOTING ECC-ER [SR 2138, POWERS--- ICC-ES ESR-2024, POWERS--- ICC-ES ESR 1995, AND POWERS--- ICC-ES ESR 2036. BUILT-UP CORNER STUDS 16d @ 12" OC GA GAUGE TOM TOP OF MASONRY ANCHOR TYPE TO BE SELECTED PER MAUNFACTURERS PUBLISHED INSTRUCTIONS. A. NAILING SCHEDULE AND THE STRUCTURAL DETAILS ARE BASED ON THE USAGE OF"COMMON" WIRE GALV GALVANIZED TOPL TOP OF PLATE 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 GL GW-LAM TOS TOP OF STEEL REFER TO MANUFACTURE'S SPECIFICATIONS AND ICC REPORT FOR PROPER FASTENER EMBEDMENT SPECIFIED GT GIRDER TRUSS TOW TOP OF WALL MARK DATE DESCRIPTION INTO STEEL. IF "GUN" NAILS ARE USED. THE CONTRACTOR SHALL SUBMIT NAIL DATA FOR REVIEW PRIOR TO GYP GYPSUM TSA THREADED STUD ANCHOR r- - B. WOOD OR LIGHT GAGE STEEL TO CONCRETE CONNECTIONS: 0.145" DIAMETER. MAXIMUM SPACING = 24", BEGINNING CONSTRUCTION. GWB GYPSUM WALL BOARD TYP TYPICAL CONCRETE EMBEDMENT= 1 1/2". B. HD GALVANIZED OR STAINLESS STEEL NAILS SHALL BE USED WHEN NAILING TO PRESSURE Issued: 12.21.18 TREATED MEMBERS HD HOLD DOWN UNO UNLESS NOTED OTHERWISE 13. SURE-BOARD SERIES 200 GYPSUM SHEAR WALLS: HOG HOT-DIP GALVANIZED Scale: 12" = 1-0" A. ALL PANELS TO BE 1/2" THICK GYPSUM PANELS WITH A LAMINATED 22 GAGE METAL PANEL, AS HDR HEADER VERT VERTICAL MANUFACTURERED BY INTERMAT PER EVALUATION SERVICE REPORT NO. ER-5762 HORIZ HORIZONTAL VIF VERIFY IN FIELD ' B. MINIMUM FASTENING REQUIREMENTS: HSA HEADED STUD ANCHOR 1.) NAIL SIZE: 0.148" X 2 1 1/4" GUN NAIL HSB HIGH STRENGTH BOLTS W/ WITH 2.) SPACING: SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS: HSS HOLLOW STRUCTURAL STEEL W/O WITHOUT a. PANEL EDGES @ 6" OC. HT HEIGHT WD WOOD b. INTERIOR BEARINGS @ 12" 00. HVAC HEATING VENTILATING & AC WP WORK POINT 3.) PROVIDE SOLID BLOCKING AT PANEL EDGES BY SAME SIZE AS WALL FRAMING. WS WELDED STUD 4.) SHEATHING FASTENERS SHALL BE DRIVEN FLUSH WITH FACE OF PANEL BUT SHALL NOT IBC INTERNATIONAL BUILDING CODE WT WEIGHT FRACTURE THE FACE PLY AND PENETRATE INTO THE STEEL FRAMING WITH AT LEAST ID INSIDE DIAMETER WWF WELDED WIRE FABRIC THREE THREADS EXPOSED . IF INSIDE FACE Copyright 16015 1 D. PANEL LAYOUT: IN INCHES YD YARD 1 1.) LONG DIMENSION OF PANEL TO BE PARALLEL TO STUDS. INFO INFORMATION POUND, SCREW SIZE, REBAR SIZE BID/PERMIT SET 2.) MINIMUM PANEL WIDTH SHALL BE 24". INT INTERIOR 3.) STEEL FACE OF PANELS TO BE INSTALLED AGAINST FACE OF STUDS. 11 0) GENERAL NOTES AND ab SHEET INDEX co r 0 CN 0) CV s100 . c I 50 I 40 I 30 I 20 I 10 I 0 I I 50 I 40 I 30 I 20 I 10 1 0 I STATEMENT OF SPECIAL INSPECTIONS - 1705 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 INSPECTION SPECIAL 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 I Continuous I Periodic 6 6 INSPECTION REQUIREMENTS. 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 FABRICATION OF STRUCTURAL FABRICATOR REQUIREMENTS Portland, Oregon 97205 SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR ELEMENTS 1704.2.5.2 AISC 360 N2 X CORRECTION, THEN. IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING OFFICIAL. 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 VWVW.bora.co THE PRE-CONSTRUCTION MEETING. AISC 360 A3.3 • D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL AISC 360 N 3.2 INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND ASTM K 0 § DE L.=,]/� SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE OSSC. MATERIAL VERIFICATION OF HIGH- STANDARDS MANUFACTURER'SIC> DEAN 4. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO. STRENGTH BOLTS, NUTS, AND SPECIFIED IN CERTIFIED TEST REPORTS A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH WASHERS CONSTRUCTION CONSULTING AND INSPECTION. DOCUMENTS B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED - 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 SNUG TIGHT HIGH STRENGTH BOLT C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS AND SPECIFICATIONS AT THE JOBSITE, 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 PORTLAND,OREGON 97205 Tel:(503)274-1843 Fax(503)273-5696 5. DEFINITIONS- PRETENSIONED HIGH STRENGTH RCSC ALL CONNECTIONS 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 N031642.03 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 THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND INDICATOR METHOD, OR TWIST-OFF JOINTS USING X SHALL BE INSPECTED AFTER ,c(kUCTU�'9 SPECIFICATIONS. TYPE TENSION CONTROL BOLT ASTM A325 OR SNUGGING AND AFTER rt. PRQFFS STRUCTURAL OBSERVATION METHOD A490 BOLTS PRETENSIONING \5�' c , N `�i 1. THE OWNER HAS EMPLOYED THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM STRUCTURAL PRETENSIONED HIGH STRENGTH SECTION 9 k., a ‹,:,..N> OBSERVATION AS DEFINED IN SECTION 220. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S BOLT INSTALLATION USING TURN-OF- AISC 360, 1 15,386 REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL. DEFICIENCIES WHICH, TO THE BEST OF THE-NUT METHOD WITHOUT MATCH SECTION M2.5 rit✓ THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED PER IBC SECTION 1702. MARKING OR CALIBRATED WRENCH 1705.2.1.1 X O� OREGON 2, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED BY THE CONTRACTOR A MINIMUM OF 48 HOURS PRIOR TO: METHOD OR TENSIONING OF SLIP vo 4'1)- a99� 5 A. PRIOR TO CONCRETE POUR. CRITICAL CONNECTIONS 5 Q,.`__ ptiP`' B. PRIOR TO COVER OF SHEATHING/DECKING. N T. C. PRIOR TO COVER OF FRAMING. ASTM A6 ALL CONNECTIONS INSPECTEE ASTM STANDARDS EXPIRATION DATE: 12-31-19 1705.2.1 SPECIFIED IN MATERIAL VERIFICATION OF 2203.1 CONSTRUCTION I DIGITAL SIGNATURE: 12-19-18 STRUCTURAL STEEL TABLE DOCUMENTS X CERTIFIED MILL TEST REPORT; 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 APPLICABLE MANUFACTURER'S CERTIFIED STANDARDS SPECIFIED IN THE TABLE ASTM MATERIAL X TEST REPORTS INSPECTION 1705.2 APPROVED CONSTRUCTION STANDARDS SYSTEM or MATERIAL IBC CODE CODE or STANDARD I FREQUENCY REMARKS DOCUMENTS . • REFERENCE REFERENCE IContinuous 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 X ALL WELDS VISUALLY 1704.2.5 X STRUCTURAL LOAD- PENETRATION GROOVE WELDS 1705 2 SECTION 6 INSPECTED PER AWS D1.1 6.9 BEARING MEMBERS AND ASSEMBLIES FABRICATED MULTIPASS FILLET WELDS TABLE AWS D1.1 X ALL WELDS VISUALLY ON THE PREMISES OF A 1705.2 SECTION 6 INSPECTED PER AWS D1.1 6.9 FABRICATOR'S SHOP 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 PLUG AND SLOT WELDS TABLE AWS D1.1 X ALL WELDS VISUALLY 4 TABLE DETAILED FABRICATION AND 1705,2 SECTION 6 INSPECTED PER AWS D1.1 6.9 4 1704.2.5.1 QUALITY CONTROL PROCEDURES AND SHALL SINGLE PASS FILLET WELDS LESS TABLE AWS D1.1 x ALL WELDS VISUALLY SECTION 6 }+ REVIEW FOR THAN OR EQUAL TO 5116" 1705.2 INSPECTED PER AWS D1.1 6.9 COMPLETENESS AND - ADEQUACY RELATIVE TO TABLE AWS D1.3X ALL WELDS VISUALLY ■ THE CODE REQUIREMENT. FLOOR AND ROOF DECK WELDS 1705.2 SECTION 7 INSPECTED PER AWS 01.3.7.1 L ANNO SPECIAL INSPECTIONS MATERIAL VERIFICATION OF TABLE ACI 318: 3.5.2 C/) REQUIRED BY SECTION 1705 REINFORCING STEEL FOR WELDING 1705.2 AWS D1.4 X CERTIFIED MILL TEST REPORT FABRICATORS ARE NOT REQUIRED WHERE 1705.2.2.1 2 _. ■ THE WORK IS DONE ON THE TABLE ACI 318: 3.5 20 PREMISES OF A FABRICATOR WELDING SHEAR REINFORCEMENT 1705.2 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 WITHOUT WELDING REINFORCING EXCEPT AS TABLE ACI 318: 3.5.2 X O pc N SPECIAL INSPECTION. NOTED OTHERWISE 1705.2 AWS D1.4 E ti APPROVAL SHALL BE BASED1705.2.2.1.2 -- O c UPON REVIEW OF THE VERIFICATION OF FRAME JOINT a rn FABRICATOR'S WRITTENTABLE TABLE PROCEDURAL AND QUALITY DETAILS INCLUDING MEMBER AND 1705.2 AISC 360 N5.7 X °' 1704.2.5.2 COMPONENT LOCATIONS, BRACING, CONTROL MANUALS AND U tts aEio 0 AND STIFFENERS __ __ _ _ _ � E O� � PERIODIC AUDITING OF co R AISC 360 N3.2 (f) ❑ WN� i= FABRICATION PRACTICES BY AISC 360 A3.4 A NATIONALLY RECOGNIZED MATERIAL VERIFICATION OF ANCHOR ASTM MANUFACTURER'S CERTIFIED ACCREDITING AUTHORITY. X AT COMPLETION OF BOLTS AND THREADED RODS STANDARDS TEST REPORTS FABRICATION, THE SPECIFIED IN C_ CONSTRUCTION ■ APPROVED FABRICATOR SHALL SUBMIT A DOCUMENTS _ �� CERTIFICATE OF WELDING SHEAR REINFORCEMENTCOPY OF WELDING C[3 COMPLIANCE TO THE AISC 360 N3.2 PROCEDURE SPECIFICATIONS 3 BUILDING OFFICIAL STATING 3 �- THAT THE WORK WAS COPY OF QUALIFICATION PERFORMED IN VERIFYING WELDER AND WELDING TABLE X ACCORDANCE WITH THE INSPECTOR QUALIFICATIONS 1705.2.2.1.2 CARDS APPROVED CONSTRUCTION SPECIAL INSPECTIONS APPLY I 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 L TO ANCHOR PRODUCT NAME, PUNCHES AND SHEAR TYPE, AND DIMENSIONS, HOLE CONNECTOR CU IDIMENSIONS, COMPLIANCE WELDING STUDS EXCEPT AS NOTED CONTINUOUS INSPECTION IS 0) INSPECTION OF ANCHORS INSTALLED 1909.1 ACI 318: 3.8.6, WITH DRILL BIT XNOT REQUIRED WHEN WELDS IN HARDENED CONCRETE TABLE 8.1.3, 21.1.8 X REQUIREMENTS, CLEANLINESS OTHERWISE ■ 1705.3 OF THE HOLE AND ANCHOR. INSTALLED WITH - ADHESIVE EXPIRATION DATE, AISC 360 N6 AUTOMATICALLYY TIMED STUD H ANCHOR/ADHESIVE AWS 01.1 SECTION WELDINGOF MACHINE PER SECTION 7 OF AWS01.1 (ONLY INSTALLATION, ANCHOR WELDING STUDS IN STRUCTURAL 7 X PERIODIC), 1705.2 (3) EMBEDMENT, AND TIGHTENING DIAPHRAGMS 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 SPECIAL INSPECTIONS u7 N op T 0) S 1 0 1 • C T N I 50 I 40 I 30 I 20 I 10 I 0 I I 50 1 40 I 30 I 20 I 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> RIMITEZU &KI DEAN CONSULTING AND STRUCTURAL ENGINEERS , ,,. SINCE 1919 1022 SW SALMON STREET,SUITE 300 PORTLAND,OREGON 97205 Tel:(503)274-1843 Fax(503)273-5696 ND31642.03 .eFzUC rUR e15,386 ajllii 1r OREGON 5 NOTCH IN PLATE MINIMUM HOLE N T. p�P NOTCHES TO BE BORED HOLES - SPACED NO MAX. DIAMETER DISTANCE FROM "QJ" EDGE PER "Dl" CLOSER THAN 6'-O" PER ON TABLE 1 XPIRATION DATE: 12-31-19 l OC ON TABLE o DIGITAL SIGNATURE 12-19-18 f \\,..)::\,\\ 1'-0" MIN. I, 1'-0" MIN. Jr \ 1 1/4"X 16 GA STRAP LENGTH 1 MAX. NOTCH SILL OR TOP PLATE DEPTH PER AND NAILING PER TABLE 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. ffi PLATE SIZE 0 D1 ND NW STRAP LENGTH, NAILING (EA. END) - " 2x4, 3x4 1 -q' 11& 1 3�" 15", 6 10d -A [ 2x6, 3x6 2" 21& 2., 51/2" 21". 8 - 10d 1 1 2x8, 3x8 3" 31/Z" 3" 5 30", 11 - 10d 4 4 SIMPSON CTS218 STRAP - SMALL OPENINGS THROUGH TOP PLATE / DOUBLE 2x — TOP PLATE I CENTER STRAP ON ♦J LARGE BORE OR NOTCH SILL PLATE I I (2) PER SIDE AT DOUBLE U TOP PLATE ■ — , !kJ) 12" = 1'-0" L /\\/2x STUDS @ 16" I I (•/) O.C. (MAXIMUM) D D 0 SILL OR SOLE PLATE 1 ,.l" SIMPSON CTS218 STRAP - } � / CENTER STRAP ONv cc LARGE BORE OR NOTCH //\/ O�" E N (1) PER SIDE AT SILL/SOLE STUD PER PLAN rn f PLATE SHALL BE DOUBLED 0 ` a g Wcn HERE BORE IS N ) Ill:. • [ BETWEEN 40%AND E c �� O 60% OF THE WIDTH r , L........_.--(=j u)OF STUD. v� a) 5/8" (MIN)- X5/8" (MIN} 518" (MIN) / i V (-518" (MIN) 0 W 0,92LARGE BORE OR NOTCH SIMPSON CTS218 STRAP - LARGER BORE THAT EXCEEDS CENTER STRAP ON LARGE THE ALLOWABLE SMALL ELEVATION BORE OR NOTCH SHALL NOT BE C OPENINGS IN TOP (1) PER SIDE AT SILL/SOLE PL 0LOCATED IN MORE PLATE OR SILL/SOLE (2) PER SIDE AT DOUBLE TOP THAN (2) ■ PLATE PLATE SUCCESSIVE �� STUDS CO f / / <-› , - 40%OFD 60% OF D _\� r ( 3 3 114"� F RR x6 STUD) x4 STUD 3 v -{1 318"� FOR_x4 STUD (13 �- J I I I' 11 2 3/16"4> FOR_x6 STUD) D �, Q o X 11 1 _ . n H I I � �1 MAXIMUM MAXIMUM REINFORCED d\ UNREINFORCED BORE IN ANY WALL L 4 1/2"(MAX) BORE IN ANY WALL CO WIDTH NOTE: 2x STUDS @ 16" -- - 1. THERE SHALL NOT BE MORE THAN (2) BORED HOLES PER STUD. O.C. (MAXIMUM) PLAN 2. WHERE A NOTCH OCCURS IN THE SAME STUD, NOTCH SHALL BE SPACED A ■ ii MINIMUM OF 12" FROM ANY BORED HOLE. I 3. NOTIFY ENGINEER FOR REVIEW FOR ANY PENETRATION THAT DOES NOT MEET THE REQUIREMENTS NOTED ABOVE LARGE OPENING THROUGHTOP PLATE I _ SILL PLATELIMITS ON BORING IN STUDS 4 3„ . 1'-0" 2 . 3„ = 1'-0„ D D 5/8" 2 7/8" 518" 2 7/8" / / (MIN) Th/ (-1, (MAX) (MIN) ) ,,- (MAX) 2 \/_ i \/-- 2 — ,, [_ , , o 0 4.0 0 • 0 CD k--)' i aa O `� a o MARK DATE DESCRIPTION I \ 25°/a OF D / 40% OFD SINS A.,/ \- OLL N PER - SIMPSON HSS Issued: 12.21.18 '-(718" FOR_x4 STUD -(1 3/8" FOR_x4 STUD MANUFACTURER'S - INSTALL PER/\/ Scale: As indicated 1 3/8" FOR_x6 STUD) 2 3116" FOR_x6 STUD) /\.// SPECIFICATIONS 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 OR BEARING WALL WALL) Copyright 16015 1 NOTE: 1 --- 1. THERE SHALL ONLY BE ONE NOTCH PER STUD. BID/PERMIT SET 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 0 TYPICAL DETAILS cb in N LIMITS ON NOTCHING OF STUDS co 3" = 1-0" 0 N a) N S 1 02 • C I 50 1 40 I 30 I 20 I 10 I 0 I . . 1 50 I 40 I 30 I 20 I 10 1 0 I ._______ BORA D-H (-1:)- 1 D-F D-E DD DC D-B D-A2�/ _T} 20'-0" 10'-0" 10'-0" 8'-0" 17'-0" 35'-0" '-0" �� 6 1y s Bora Architects, Inc. 1 ! I { I ! 720 SW Washington, Suite 800 Portland, Oregon 97205 I , I I I I , j l 503.226.15752 • • 1 www.bora.co I I I I II I I fI O� �aca •---, LJV �DEAN D- 8 1 I I 7 T- -r T I J ! CONSULTING AND - - - - - - - - - - -- - — - - - - C; - _ - - - - -.EP- - - --- - - - - - - - - - _- - - - - — _ _ _ _ -- _ - - - - - - - - - - - - -} D-5 1 STRUCTURAL ENGINEERS .,,M� _ _ _.. ... _ '47- - ; - I - ISINCE 1919 1 L_____________- _ __ I I ! r I I-\ ( I--- I--' 1022 SW SALMON STREET,SUITE 300 PORTLAND,OREGON 97205 yL_ III 4 Ilii I Tel:(503)274-1843 Fax:(503)273-5696 I I 1 ND31fi42.03 KEYNOTES: I I I I ; i 4 r OCTt 4 5� nnC'�C b F 1 o D FOR EACH NEW OPENING, ADD DBL FULL HEIGHT KING STUD E� PROP I I I I I j WIDTH OF NEW BUILT-UP STUD COL= 9"710(6.)24X.56".. '' N AND SINGLE TRIMMER STUD. ��5��� 1 ! WIDTH OF NEW BUILT-UP STUD COL AT S (3) 2X6. �I 15,386 �� r ! I i D I ! I II!I, — �/ rfEr i__,, 1 -'I' . ! 2 ADD BUILT-UP COL{4-2X6 FULL HEIGHT STUDS)AND SINGLE5 �� OREGON �s I D ! : D TRIMMER STUDS AT EACH NEW OPENING- �Q Ry so, �� 5 ED__-___ \- D elm ----I I D (E)2X6 STUDS @ 16" OC W1112" PLYWOOD. — ExPIRATION DATE: 12-31-19 I I i • � _ __ _ I _j I I I II I ! I 1 I D INTERIOR STUD WALL WITH DEFLECTION HEAD TYP. I DIGITAL SIGNATURE: 12-191e I ALL NEW INTERIOR WALLS SHOWN ARE NON-STRUCTURAL. • ! I I I I • > NEW INTERIOR STOREFRONT WITH DEFLECTION HEAD TYP. I P . ._. . __I ; f 1 I I I ! I I E___::::___ _ 1 I > (E) PLYWOOD SHEARWALL 2X6@16" OC W/ 112" PLYWOOD I I IfI I o II j D 7D DOUBLE-UP (E) FRAMING WITH NEW WOOD MEMBER � ff ccvv I I I ,' f I' 1 c.,7 IE • I © ADD SIMPSON DTT2Z HOLDOWN WI 1/2" DIA THREADED ROD WITH II I ! I I I SIMPSON SET-3G EPDXY, EMBED 8". (E)4"CONC SOG 1 T, I 9 ADD SUREBOARD SERIES 200W/B STRUCTURAL PANELS ! I I I $ I I TOC I I > ATTACH TO STUDS WITH 10d NAILS, 2"OC AT PANEL EDGES, 6" OC FIELD. >( 1 , 0'-0 10 " D ! © ADD 5/8" DIA X 8"TITEN HD @ 16"OC WITH SIMPSON BPS WASHER PLATE ' TO EXISTING SILL PLATE. I' _ I , I 400. TYP I I - I I D I D SIM I 1 t1� — 400. 4 - _ -- -- -- - - - - �- -- - - - TYP o 4 - - - - - 4 - - -E------ — -__. - r. - - IAC_ - ... - 1 /D0� — ;p1 - - - - I 20'-1 114"± 11'-0"± 1 (2 \ ei f ( '\ TYP © "I 5400. 5400. }� ! ! I I Il 11 i TYP TYP 1 i/1 1 ! I I ! a I ❑ . D-8 -- #- -- - _- -.. .- - - I . - - _ - - `• __. k, - ' - -- - -- - - - - - - - - - - - - -- _ - - ' I N\ D-8 O ns o co t , 1 � :+2 o� o _ - - - - - - - - — — _ - - - - - - - -!' I - - - - - I - - - - -- -- - - - — — — — — — — — — — — — — — — — — — — — _ — — — I — — — T t G�D-8.H \- - - 5 T D-8.H U L ���' 400. O U1� 1= 0 I I I I HSS5X2XI/4 1 ' j CI ! II l I I � 1Ii ! I I - rn 1 _I 14 rn CU II 3 3 CO11 i = 1 ! 1 111 1 0 ❑ ❑ ❑ ❑ ! ❑ ❑--.).1 - '--- - - -7 - - — - — - — - 4 'II ,_ €-8 ! I ,E ) I I ! ' 1E3 I.' ' 4 Igi • --- El _ __ _ ___. _ __EI _ ___ _ __ _ _ 0_ _ _ _ ___ _ _ _ la— . T 1 El `,C-81 -K I ! 1 D-9 +' + a) I ' D-9 .. I E ] I I I I I i- 1 1 1 I H 1 ! ! I I 1 ! II I ! I ! - - - - -�D 91_ T: I I I ! I I E II 1 I 1 ! I I I I 1 I I I . ! I 1 , _- _ - - _ _ ! 1 1 2 1 I I C t I • I I 1 2 ! I I1 I I I ID-9.M \ - - . i_ - - -- - - -- - - - - F 1 ; - - - - — - - - - - - - - - - - - - - - - ! - -\-0-9.M) -- - 1II I I I I D-10 - - - - - - — - - - - r - - - - - - - - - l - - - - - - - - � - - - - - -- - - - - - — - - - - - - - - - - - - - - - - _ — 1 -- _ � 1 Ii I 1 I I I I ! I I ! ! I I � I I I MARK DATE DESCRIPTION — II I - I I I 1 I I I ZO Issued: 12.21.18 I I c-1 li 1 1 IIT-1_ I I ! I Scale: As indicated 4 - - - ' 1 ! - - ' -- - - -- - - - - - - - - ' — - - - — - - - - - - - , D-11 ! I Ii I I I I it I I E I I I I I E Copyright 16015 1 ---_- - 1 I 20'-0" � -,--- 10'-0" 1 10'-0" I 8'-0" 1 1T-0" 1 35'-0" 11'-0'� BID/PERMIT SET D-H D-G D-F D-E D-D D-C D-B ) D-A.12 PARTIAL FOUNDATION In c: PLAN\i co E3 1 PARTIAL FOUNDATION PLAN a) ...._ . - - _ 0 z ___) 114" = 1'-0" S201 • C 1 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 BORA 6 6 Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co LNIUINWOLam]M DEAN CONSULTING AND STRUCTURAL ENGINEERS ,.,.,` SINCE 1919 1022 SW SALMON STREET,SUITE 300 PORTLAND,OREGON 97205 Tel:(503)274-1843 Fax(503)273-5696 ND31642.03 ,scuCTv/t4 laPROP xl f15,386 illilli O/ OREGON 5 5 c<\a4f1)-- �, ,o°P' T. EXPIRATION DATE: 12-31-19 LDIGITAL SIGNATURE: 12-19-18 J ammo - D-A.16 D-A.17 D-A.18 D-A.19 -r 30'-0" 30'-0" 21'-0" if l �r 4 I I I 4 I I 1 4.+ 0 D-7 - - - - - - - - - - - - - - - - - - - - T - - ---- - - _ - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - \ 0-7 •L Vr 04 I— 7 I- 7 I- `1 I- Pr o "I I I I I I I '- '❑ ❑ I I .._ -. ..❑ ❑ 1... - -... - f II ❑ ❑ I ❑ ❑ ❑ ❑I O na II II II21, I I I I I I l I ♦ , awio; o` _ j I I I I HSS 5X5X1/4, TYP j 1 k — V L D-8 N - - — - - - - - -�- - - � - - - - - - - - J - - - - - - - L - - -� _ f7) LOCATIONS -I L J - - - - - - - - - _ — � — _ — -- _ �\ D-8 D OWL'�- d .Go � L r !— I� I- D-8.H =1\ - - - - - I- I - - - - - - - - - - - - - - - - - - - - — - - - D-8.H 0 CNI --irt- . . . a .:.: _ ��_ woof I - 400. TYP 7 I A f 3 I I I 3 CIO 1 I I I I I— 7 I I I n j n n I n ❑ I I- 7 I- - - - - -I HI. - PI I I I — L -�-- I I i 1 I _ - , - - - - �_ 1:1_ - - - - --I- - - -a- -I r R �I ' - - - - - - - - - - - - � D-8.J `� - = - = =—-=- . �� rt - El Imo - - - - - - - \ D-8,1 1 I I I - f q - i 9 ; I I L I I I I1 I .11 al M N ;400. I L J L - - - - -1 I r, D-8.K - - �l *D-8.K � - - - - - - - --- - - � - - - - - - - - - - - - 1 - I - - - - - fig--- - - - - - -- - - - - - - - - - - - � 4 - - - - — - - - 7- - - - - - - ,4 � - 1 I I � I I I I I D-9 I kk I I I ED 1 I I _! �_. ` E m 1. 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WIDTH OF NEW BUILT-UP STUD COL= 9"= (6)2X6. 4.5"AT SIM. � � i--- roil.- D BUILT-UP COL (4-2X6 FULL HEIGHT STUDS)WI SINGLE BORA D-H D-G �� D-E� -� �D-C D-B TRIMMER STUDS AT EACH NEW OPENING.AT SIM, ATTACH SINGLE TRIMMERS AT TOP OF COL. / 20'-0" / 10'-0" / 10'-0" / 8'-O" / 17'-0" / 35'-0" �'-0 D ADD BUILT UP HEADER (5-2X6)AT NEW WINDOW OPENINGS. s s A I I I I I I D 4 (E)2X6 STUDS @ 16" OC WI 1/2" PLYWOOD. ora Architects, Inc. 720 SW Washington, Suite 800 I I I D INTERIOR STUD WALL WITH DEFLECTION HEAD TYP. Portland, Oregon 97205 i I I I I ALL NEW INTERIOR WALLS SHOWN ARE NON-STRUCTURAL. 503.226.1575 I �---- _- _ I I _ - --. - E 16"TJI 16"OC -- - - I WWW.bora.CO { ) @ I I D NEW INTERIOR STOREFRONT TYP. 00. ' [� �1' (Y� /� rn + ` I I ® - I I > (E) PLYWOOD SHEARWALL-2X6 @16"OC W/1/2" PLYWOOD. 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D-111 ' I l ', 1 I Copyright 16015 1 1 20-0" ' 10'-0" �, 10'-0" $1-0" 17'-0" -- - 35'-0" �'-0"' BID/PERMIT S E T 2 t ' -.)-1--- D-_. D-F D-E D-D D-C ;1 D-A.12 PARTIAL ROOF FRAMING cb N PLAN co ri__� PARTIAL ROOF FRAMING PLAN �= I I 114" = 1'-0" le z 26S 202 CV ■ ,_. 1 50 I40 I 30 I 20 I 10 I 0 I I 50 I 40 I 30 I 20 I 10 I 0 1 BORA 6 6 Bora Architects, Inc. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co DEAN CONSULTING AND STRUCTURAL ENGINEERS . SINCE 1919 1022 SW SALMON STREET,SUITE 300 PORTLAND,OREGON 97205 Tel:(503)274-1843 Fax(503)273-5696 ND31642.03 , WCTUR 3ra PROccji( G or 15,386 ` r APP' OREGON 41 CP 5 5 �O 730' ,kg --N.. T. 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' SEE PLAN nx L- 1 720 SW Washington, Suite 800 1 I �� orapig _ Portland, Oregon 97205 HSS COL BEYOND 503.22fi.1575 SEE PLAN (E) 3"X6" - ji ,_ I I LEDGER W/(2) 30d @ EA STUDIZI C3 INWW.bora.co IL 1 Mrill �I �` ��' SDS 1I4X 4 112 @ 8"OC M �Lf� �Yj /1 M ' C> (E) 16"TJI @ 16" OC I / .1-'. (E)2X6 BLKG �J �J w (�]�J 1111 PANEL EDGE FASTENING DEA N (E)TJI BLKG PANEL SEE PLAN CONSULTING AND (E)4X6, CUT AT --- 2X4 @16" OC 5 _" 110'-0" 4x6 BLKG STRUCTURAL ENGINEERS (3) 16d EA BAY 1 NEW BM AND WI LUS24 HANGER (N) BUILT UP HEADER SINCE 1919 INSTALL(N) 5 2X6 1022 SW SALMON STREET,SUITE 300 PANEL EDGE FASTENERSA LUS46 HANGER GL 5 1/2 O PORTLAND,OREGON 97205 (E)2x6 STUDS @ 16"OC I TN:(503)274-1843 Fax(503)273-5696 A ND31642.03 0_ (E)2X6 @ 16"OC STOREFRONTN SAD SUREBOARD PANEL SUREBOARD PANEL WHERE REQUIRED WHERE REQUIRED 'ciik _.__N_ _ <,pPkiCV\ -T-.i� ROOF FRAMING DETAIL \ STOREFRONT HEAD DETAIL ( ROOF FRAMING DETAIL of 15,386 A ` r� 314" = 1'-0" 3/4" = 1'-0" `� 3/4" = 1'-0" �' OREGON \ \ / �QCRY30 19°j 5 I 5 �NT. p°P (E)2X6 @ 16"OC (GRID1 EXPIRATION DATE: 12-31-19 \\ DIGITAL SIGNATURE: 12-19-18 (E) 5/8" PLYWOOD � -----------_ _ TO L) FRAMING (E)2X CONT . . . - VARIES � — 114-51/2" o (E) DBL 2X6 PL • r�\ (E)2X4 STUD ALONGSIDE (E) 112" PLYWOOD 1 EA TJI — / �,' (E)2X6 @ 16" OC (E)2X12 LEDGER (E) iNI 16"TJI @ 16" OC (E) 5/8" PLYWOOD (E)2X12# 16" OC „ „` (E)2X12 @ 16" OC {E} 112 PLYWOOD /, (E)5/8" PLYWOOD /----- 5/8" PLYWOOD I i --- 1 f Ali )P 09 (E) FRAMING _ _ \t/ 109' 14" i1 1 \ — vy (E) 16"TJI@16" OC 1 �BO_CEILING _ ji i I, (E)TJI BLKG PANEL V 109'-0"SEE ARCH – – 4 _______„E , 110._0" , 4 REPLACE 1/2" PLWD —� BOJ CEILING GLULAM }� AFTER WALL DEMO - _ 108'-1" , , TYP GL5112 / (N) BUILT UP HEADER -I_ 1/4 !\ --- � SEE PLAN 1/2" DIA THRU BOLT (E) GL 5 118X22 112 40 7- -49 (E)2X6@16"OC ,---- ■V PL 114X4X0'-6 1/2 • 114NO ROOF AT SIM 0 114 \ \TYP / r \ GLUCAN HEADER DETAIL L4X4X114X0' 5 r \ ROOF FRAMING DETAIL p N N 1K_____5 l 314" = 1'-0" SECTION A-A � 314" = 1'-0" �� `E° ~ � / 0 Z' C 2 ih (E) PLWD GRID; U � E 112" DBL 2X6 WI Cf) 0Yica! I-- 3/4"_.2.,(53/4,, 14" J314" (2) 16d @8"OC I ! _ TO (EEFRAMING%_ C 4" 1 I 112-7"± BUILT UP —V }J MIN I STUD COL j,h SEE PLAN I (13 — !3 c_ HSS :,,e4 r ! rl SIMPSON A35 3CD , ._. EA SIDE (E) 112" PLWD —11,_ N 112"TYP = (E)2X12 4' I PL 1/2X6X0'-7 I (E) HSS 2X2 VERT TRUSS MEMBER @ 16"OC I _ BO GLULAM (E) SOG - • I (E)2x6 STUDS @ 16" OC _0 �1 - _�- (E) HSS 4X4 BOT CHORD TRUSS A 110'-2" SEE PLAN •" B/ E CANOPY TRUSS Y MEMBER (2) SDS 114X6 - \ PL 112X4X7 W/(6)SOS (E)2X6 PLATE li ( ) SCREWS @ 1/4 X 3 1/2 SCREWS / W/5/8" DIA AB @ 4'-0"OC 071 r (3) JOISTS PL 114X4Xa'-4 EA SIDE I 314" DIA A307 BOLT 3/16 TO CONIC / (E) PLYWOOD MR CO _/-7 n, I 3116 \ W/ 112" DIA THRU BOLT AT BOT OF 13116"X2 114"VSH SEE PLAN � • I 1 -- T • r I PL 114X4X4 EA SIDE I \ I � , ,_ / 3/4" DIA A307 BOLT TYP\ ( 1 " — !`,., I IN 13/16"X2 1/4"VSH I (E) CONIC WALL ...... PL 114X4X4 EA SIDE --N-- HSS 5X2 COLUMN < < HSS 5X5 COL - E FOOTING \ • SEE PLAN `• 4,,k., E VENEER PLASTER –\ (E) 16"TJI CEILING ENTRY DETAIL \ �. HSS CONNECTION DETAIL \ FOUNDATION DETAIL DBL TOP PLATE GYM DEFL TRACK WI - -- -/ -. (2} SDS 114 X 2 O 314" = 1'-0" 3/4" = 1'-0" 314" = 1'-0" 2 SCREWS @ EA JOIST \-_i \-.-._\ 2 INT STUD WALLTh LOCATION AND '(GRID STUD PER ARCH ,— PL 112 X 6 X COL WIDTH + 5"WI (2)TITEN 5/8" DIA X 4" WALL PERPINDICULAR TO (E) JOISTS I C 0 PL 112 X4 X11 DBL 2X6 AT 11:1 (2)TITEN 5/8" DIA X 4" 1111 114 '/ _11/4__T-- NEW WINDOW SILL --- - - 6,0,,________/- 114 \(E) PLWD -. \ N 0 --Ar-- HSS COLUMN \ \ MARK DATE DESCRIPTION �.- (E) 16"TJI L' 121 SEE PLAN (E) 112" PLWD Issued: 12.21.18 1 -• HSS COLUMN (E)2x6 STUDS @ 16"OC DEFL TRACK WI • I I ± 1" NON SHRINK SEE PLAN (E)SOG "` Scale: 314" = 1'-0" (2)8d TO 2X BLKG 1 MIN 1 112" TYP GROUT SEE PLAN 1 1 112 TY 1 (E) CONIC SOG FILL VOID WI - (E)2X6 PLATE i i - I L I NON SHRINK GROUT W15/8" DIA AB @ 4'-0" OC \ „ ; I- 4TOLE)CONC /----. (E)CONC SOG TO CONIC ` (E)VENEER PLASTER FLAT 2X6 @ 4-0 OC MAXJr EN CEILING SPAN (3)JOISTS I SEE PLAN . .j- \ I I (2) SDS 114"X3., 2X BLKG BTWN ;� TO CONC SCREWS @(3) JOISTS FLAT 2X6's 4\\ " I SEEC PLAN (E) CONC WALL Copyright 16015 1 DBL TOP PLATE 1 `" DEMO(E) SOG {E) FOOTING BID/PERMIT SET \\\ INT STUD WALL 10" • 0_ _-�-- LOCATION AND STUD / -- (2)#4 PER ARCH �.,, d: DETAILS to WALL PARALLEL TO (E)JOISTS N E i- TYPICAL INT NON—BRG WALL CONN ra,„h`\ GYM ENTRY DETAIL_ _ \ \ FOUNDATION DETAIL ( \ FOUNDATION DETAIL E) 0.1 cr) J 314" = 1'-0" / 314" = 1'-0" ;i 314" = 1'-0" 314" = 1'-0" . _. I 50 I 40 I 30 I 20 I 10 1 0 1 1 50I 40 I 30 20I 101 0 DEMOLITION NOTES 1. THE PURPOSE OF THE DEMOLITION DRAWINGS IS TO OUTLINE A GENERAL D 1 OF WHAT NEEDS TO BE REMOVED TO ACCOMPLISH THE WORK. WORK SHOWN IS DIAGRAMMATIC IN NATURE AND NOT INTENDED TO BE ALL INCLUSIVE. VERIFY EXISTING CONDITIONS BEFORE BIDDING AND INCLUDE ALL WORK EVIDENT BY SITE INSPECTION, WHETHER OR NOT SHOWN ON DRAWINGS, TO ACHIEVE DESIRED RESULTS INDICATED ON DOCUMENTS FOR COMPLETED WORK. 6 D-H D-F D-C D-B 2. COORDINATE PHASING OF DEMOLITION WORK WITH OWNER PRIOR TO 6 30RA COMMENCING. 35'-0" 35'-0° f / •4f- 3. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND OTHER CONSULTANTS' DOCUMENTS FOR ADDITIONAL DEMOLITION fNFORMATION. 4. REFER TO ENVIRONMENTAL REPORT FOR ABATEMENT OF HAZARDOUS Bora Architects, Inc. MATERIALS. 720 SW Washington, Suite 800 { NOT IN SCOPE Portland, Oregon 97205 II I I 5. PROVIDE TEMPORARY SHORING AS NECESSARY TO PROTECT EXISTING STRUCTURES DURING DEMOLITION AND CONSTRUCTION. 503.226.1 575 Ir 6. NOTIFY ARCHITECT IN ADVANCE OF CUTTING, ALTERATION OR www.bora.co D-5 _ - - - - - - - - - = — — — — - __ _ _ _ _ _ _ _ — — _ 1 — — _ — — — EXCAVATION WHICH MAY EFFECT THE STRUCTURAL STABILITY OF ANY ` /---- ��I - , L J p: D"5 PORTION OF EXISTING STRUCTURES. I I1 / Li' I T 7. USE DUE CARE TO MINIMIZE DAMAGE TO EXISTING WORK WHICH IS TO I REMOVE WALL BOARD I I _ REMAIN, REPLACE, REPAIR, PATCH, AND REPAINT AS REQUIRED WORK 1 THIS SIDE OF WALL L DAMAGED, MODIFIED OR Arrc�,i cO BY DEMOLITION WORK. 11_1 I I I8. PROTECT INTERIOR OF EXISTING BUILDING FROM CONSTRUCTION DUST, it I 1 I I NOISE AND WEATHER. 'I I II - I �I+ 9. PROTECT EXISTING LANDSCAPING TO REMAIN. 11I ., III If ,. 1-, I \ I MI ,.. 10. COORDINATE WITH OWNER AND SCHEDULE IN ADVANCE I I I INTERRUPTIONS OF ELECTRICAL, MECHANICAL, FIRE PROTECTION, PLUMBING, COMMUNICATION AND OTHER SERVICES, WHICH MAY AFFECT , , \ ,,, Ti_j 1 , •.. , • FACILITY OPERATIONS OR OTHER BUILDINGS NEARBY. 5 0 % •• . I,, D`6 11. REMOVE OR CAP CONDUIT AND PIPING FROM ABANDONED UTILITIES. I I� 12. CAREFULLY REMOVE ITEMS TO BE REUSED AND STORE THEM UNTIL REMOVE (E)WALLS, BASE, DOORS, REMOVE (E)WALLS, BASE, DOORS, REINSTALLATION. REPLACE ITEMS DAMAGED DURING REMOVAL OR ` ,\ FRAMES. CASEWORK & FLOORING I II FRAMES, CASEWORK & FLOORING STORAGE WITH SIMILAR OR COMPARABLE ITEMS AS APPROVED BY THE THIS AREA I I� THIS AREA ARCHITECT. ARCHITECT TO REVIEW ALL REUSED ITEMS PRIOR TO REINSTALLATION. CUT EXISTING TACK PANELS FOR NEW I i�IJ WALL OPENINGS II �� 13. COORDINATE WITH ARCHITECT DEMOLITION AND RECONFIGURATION OF ' I 1 FIRE SPRINKLER LINES AND HEADS. . i 1111- mpors—Li 14. SALVAGE CASEWORK, DOOR HARDWARE, CORES, LOCKSETS, AND REMOVE WALL BOARD TOILET ACCESSORIES, UNLESS OTHERWISE INDICATED OR DIRECTED BY I I THIS SIDE OF WALL I I-I OWNER. I NOT IN SCOPE ', CREATE NEW DOOR & �! RECITE OPENINGS 15. TRIM OR REMOVE SHRUBS ADJACENT TO NEW WINDOWS AS REQUIRED. COORDINATE EXTENT OF TRIMMING WITH OWNER. ISSUED FOR 1 , I INFORMATIONAL PURPOSES ONLY CREATE OPENINGS FOR NEW WINDOWS, TYP I I , I , ;,,, H NOT FOR 1 /` I CONSTRUCTION 11' A II 4 i vih__ I IU � PROTECT SPECIMEN TREE TO REMAIN 4 �0 D-7 - - - - - - - - - - - - - LL - _- - -.._-.- , I - l f - I .=- �..._.-� - - -I I, -�----}- -"I-7- - I ,- - 7- - D-7 Ili1 .- I - I \ 11 1 I ♦■■i CO I REMOVE (E) WOOD SLAT WALL FINISH NOTE, WOOD SLATS AT CURVED I 1 SOFFITS TO REMAIN -- PROTECT TREES TO REMAIN CI REMOVE COILING COUNTER �� / DOOR AND RELITE _ Q N / ...... .—.... _Jr ❑ ; ❑ 9 C ❑ O v E � I I I 1 co cr D-8 77— .1 .----""""-. ri ♦ ♦ cam 0 I I V E E ccg ,72 LL REMOVE (E) FLOORING I = N C� w N 1 I I I . •r.. : - I I 1 I I i CO 3 3 CO I I I . - REMOVE (E) WOOD SLAT WALL FINISH simi I I NOTE,WOOD SLATS AT CURVED 1 -- -. — ._.-. ' SOFFITS TO REMAIN I I ❑ 0 ❑ ❑ Ire.e' CUT NEW OPENING 11f MO .. FOR RELITE I I IL L L c„, D-9 - � .._� -� — — i _ - - 7 - ❑ — - , - - . - - - -- 0 - - - _ - - - D9 HT1 II I • I •- I - 1 • .-- I ll REMOVE HVAC UNIT I • I REMOVE (E)WALLS, BASE, DOORS, FRAMES, CASEWORK r I 1 1 I & FLOORING THIS AREA I I I I D-9.L - - - - i — — — — — — — — — NOT IN SCOP1 — — — — - - - - - - - ', I? IP D-9.L .____, _ _ - _ I ' .- I I II `\ I I I I ji i N �� 1 I I (Th' � LL__, _ pI i (a \ 2 I I U I ` I ' I 1 \ 2 --------- SEE PLUMBING 1 r---, D-9.M - - - - . - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - D-9.M I I I ' I i C � 1D L — — 1D 0 �/ I / I ' I I - 1 �/ 1 TBD GC ASI 01 ENLARGE OPENING IN BEARING WALL l MARK DATE ISSUED TO DESCRIPTION — I I', I l I [ Issued: 12/21/2018 ,-- --- jIll 1 / Scale: As indicated / 1 I I I imin := I I D-11 - - - - - - - - - - - - - - _ _ _ - - - - - - - - - - - - - - D-11. I I I I I Copyright 1 601 5 1 1 30'-0" 10'-O' �, 8'-0" �, 17'-O' �, 35'-0" BID/PERMIT SET -dif2 DEMOLITION PLAN - Q D-H D-F 14..--.i) e D-C D-B e N ENTRY/ADMIN E O ENLARGED ENTRY/ADMIN DEMO PLAN CN 1/4" = 1'-p" 0, AD1 1 1 • C N_ c�`) 1 50 1 40 I 30 I 20 I 10 I 0 I 50 I 40 I 30 I 20 I 10 I 0 DEMOLITION NOTES 1. THE PURPOSE OF THE DEMOLITION DRAWINGS IS TO OUTLINE A GENERAL DIRECTION OF WHAT NEEDS TO BE REMOVED TO ACCOMPLISH THE WORK. WORK SHOWN IS DIAGRAMMATIC IN NATURE AND NOT INTENDED TO BE ALL INCLUSIVE. VERIFY EXISTING CONDITIONS BEFORE BIDDING AND INCLUDE ALL WORK EVIDENT BY SITE INSPECTION,WHETHER OR NOT SHOWN ON DRAWINGS,TO ACHIEVE DESIRED RESULTS INDICATED 6 D-H D-G C0 D-C DD-A.12 ON DOCUMENTS FOR COMPLETED WORK. 6 B3RA 2. COORDINATE PHASING OF DEMOLITION WORK WITH OWNER PRIOR TO COMMENCING. 1 3. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND OTHER CONSULTANTS'DOCUMENTS FOR ADDITIONAL DEMOLITION INFORMATION. Bora Architects, Inc. * L ! H.• IIIII _ -- 1 72sh ngite 800 IMATERLS ME En _ - - NEI Portland, 9 205 r. :f o and Oregon o I 9 _... T - -- = -- --- -- ----- =- - __ = ',-,'. - . ® `- �, - , _ _ - _ - _ ._, ..__ • - - - 5. PROVIDE TEMPORARY SHORING A5 NECESSARY TO PROTECT EXISTING 503.226.1575 - �: STRUCTURES DURING DEMOLITION AND CONSTRUCTION. I I � �I 1r '�� I77 D-5 - I - - ---__- __-_ _ - _ __------_,- _ -- — ——_ — N► rt — r i + ■ f _ — I — i — I — — — -� — ©_5 6. NOTIFY ARCHITECT IN ADVANCE OF CUTTING,ALTERATION OR _ www bora co ■ ' I ` I ` '1 ! EXCAVATION WHICH MAY EFFECT THE STRUCTURAL STABILITY OF ANY I JrI I I I I I E I I I I jIIL I I 1! I I I I 1 4 \ I _ _ L _I L L I_ L L L L z L L L L L PORTION OF EXISTING STRUCTURES. I I I L I — — I I IC I I I I I I I ! 7. USE DUE CARE TO MINIMIZE DAMAGE TO EXISTING WORK WHICH IS TO I I I I I _ _ - I I I —II I I I I I I REMAIN. REPLACE, REPAIR, PATCH,AND REPAINT AS REQUIRED WORK -- I L L L L L L L L L L L L L L L L DAMAGED, MODIFIED OR AFFECTED BY DEMOLITION WORK. -� 1 _- ---.- I 1 11111 I I I I I I I I I I I I l I I I I ! I I + I I I I I I I ! I I I I I I I I I 8. PROTECT INTERIOR OF EXISTING BUILDING FROM CONSTRUCTION DUST, -W_ -u _ L L L L L L L L L I F L L L L L L L NOISE AND WEATHER. -� I - - f 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 I 1 9. PROTECT EXISTING LANDSCAPING TO REMAIN. II 1� _ L L L L I -- 1 I I - - I I L L L r j� L L L L L L L L I I 10. COORDINATE WITH OWNER AND SCHEDULE IN ADVANCE I I I I I I I i \ 1 I 1 I I I I I I I I I I INTERRUPTIONS OF ELECTRICAL, MECHANICAL, FIRE PROTECTION, L L L L L L L L L-1- 11 Tr 4. L L L L L L L L PLUMBING, COMMUNICATION AND OTHER SERVICES,WHICH MAY AFFECT 5 D_6 - - _ - - i - FACILITY OPERATIONS OR OTHER BUILDINGS NEARBY. 5 I I I I I I I I I I I I I I I 11. REMOVE OR CAP CONDUIT AND PIPING FROM ABANDONED UTILITIES. I , , I L L L L L L L L I L L L L L L L I I I I I I I I I ! 12. CAREFULLY REMOVE ITEMS TO BE REUSED AND STORE THEM UNTIL I I I I I I I I I I I I I i REINSTALLATION. REPLACE ITEMS DAMAGED DURING REMOVAL OR L L L L L L L REMOVE CEILING I L L L L L L L L STORAGE WITH SIMILAR OR COMPARABLE ITEMS AS APPROVED BY THE I I I I I I I € ARCHITECT. ARCHITECT TO REVIEW ALL REUSED ITEMS PRIOR TO I \ I I I I I1I I 1 I 1 III i I I I I I I I I I REINSTALLATION. L L L L L L L L L L L L L L L L MI --\ I I I I I I I I I I I I I I I I I I 13. COORDINATE WITH ARCHITECT DEMOLITION AND RECONFIGURATION OF Li I I I I I I I I I I I I I I I I FIRE SPRINKLER LINES AND HEADS. \ L L L L L L L L L L L L L L L L --- I I I I I I I I I I I I I I I f I 14.SALVAGE CASEWORK, DOOR HARDWARE, CORES, LOCKSETS,AND I - I I I I I I TOILET ACCESSORIES, UNLESS OTHERWISE INDICATED OR DIRECTED BY \ I I I I I I I I I I I I I I I I I _ _ L L L L L L L L L JL _ L L L L L L L L OWNER. ■ - I I I I I I I I II • ) 414. 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I I I I I I I 1 I -r I - - I _. -- _- _ ; - 1---- — --._ _ MARK DATE DESCRIPTION I I I # I I I I I I I I — I - - --- - - 1- - - 1- - - 1 - - 1- - - 1- - - 1- - - 1- - - i I C I I �' } I I I i I I ■ I- Issued: 12/21/2018 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 Scale: As indicated I I I I I I I I I I I 1 l I I - - r - - r = - - Y -- r _ _I - - - - - - - - - - 1 1 I I ' I I D-11 — - r - r -1� — r I D-11 11 1 _ I 1LL ! I 1 1 I [ I I I I f I II _ i I III1 I i 1 Copyright 16015 1 i ? 1 I -I---- I - 1 I 1 1 BID/PERMIT SET I I I i I I I I 3 DEMOLITION RCP - D-H D-G D-F D-E D-D D-C D D-A.12 ENTRY/ADMIN 0, 0 ENLARGED FIRST FLOOR REFLECTED CEILING PLAN N E 114" = 1'-0" N Zr- A D 1 3 1 1 5n I 40 I ■ 30 I 20 I 10 I 0 1 I 50 I 40 1 30 I 20 1 10 1 0 GENERAL NOTES ABBREVIATIONS: 1. BUILDING ELEVATION 104'-0" = EXISTING GROUIND FLOOR ELEVATION REFER TO INDIVIDUAL SHEETS FOR ADDITIONAL ABBREVIATIONS D DRYER L LOCKER(S) S SOUTH /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/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 I 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 ± PLUS / MINUS (APPROXIMATE) DR / DRP DRAPERY LWfC LIGHTWEIGHT INSULATING CONCRETE SFRM SPRAYED FIRE-RESISTIVE MATERIAL(S) 6 BORA > 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, SHTG 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 COATING(S) SS SOLID-SURFACING 503.226.1575 ACT ACOUSTICAL CEILING PANEL/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 FCU FAN COIL UNIT NNO NOT NORMALLY OCCUPIED T, TLT TOILET AV, AN AUDIO VISUAL FD FLOOR DRAIN I 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, OC ON CENTER TEL TELEPHONE 5 BL WINDOW BLIND FACTORY FINISH OD OUTSIDE DIAMETER TELCOM TELECOMMUNICATIONS 5 BLDG BUILDING FEL 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 TOF 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 1 CLEAR GLASS 1 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 f' 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 1 GLAZED PWC PLASTIC WALL COVERING/ IMPACT- VERT VERTICAL ■ CK CHALKBOARD GA GAGE, GAUGE RESISTANT SHEET WALL COVERING VEST VESTIBULE . _ .12 . CL CENTER LINE GALV GALVANIZED VG VISION GLASS *(k POR` AND, OREGON CLG CLEAR LAMINATED GLASS GB GRAB BAR QB QUARRY TILE BASE VHI VERY HIGH IMPACT "� CLG, CEIL CEILING GFRC GLASS-FIBER-REINFORCED QT QUARRY TILE VIF VERIFY IN FIELD 3529 CLR CLEAR CONCRETE VJ VENTED JOINT OF Qg, 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/ WITH4 COL COLUMN RCP REFLECTED CEILING PLAN(S) WB WOOD BASE i-P CONC CONCRETE HB HOSE BIBB RD ROOF DRAIN WC WATER CLOSET 1 WHEELCHAIR ) CONN CONNECTION HC HANDICAP REF, REFRIG REFRIGERATOR WC, WCV WALL COVERING _c c c"'v CONSTR CONSTRUCTION HDWD HARDWOOD REINF REINFORCE(D)(MENT) WD WOOD • (I) NI CONT CONTINUOUS. CONTINUE HDWR HARDWARE REQ'D REQUIRED WDO, WIN WINDOW L -n >, CP CEMENT PLASTER HM HOLLOW METAL RESF RESINOUS FLOORING WF WOOD FLOOR(ING) N, O . Y ° CPU CONCRETE PAVER UNIT HOR, HORIZ HORIZONTAL REV REVISION(S)/ REVISED WG END-WALL GUARD CO “ CR CURTAIN ROD/ HSS HOLLOW STRUCTURAL SECTION RF RESILIENT FLOORING WM WALK-OFF MAT v ”' SHOWER CURTAIN ROD HVAC HEATING, VENTILATING RFT RESILIENT FLOOR TILE W/O WITHOUT •== - CPT CARPET &AIR CONDITIONING RH ROOF HATCH / ROBE HOOK WP WOOD PANEL Q 2 LI N CS CONCRETE - SEALED/ RM ROOM WRB WEATHER-RESISTIVE BARRIER CONCRETE SEALER ID INSIDE DIAMETER, IDENTIFY RO 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 O O CTIG CLEAR TEMPERED INSUL INSULATION RST RESILIENT STAIR TREAD _ -6 N INSULATING GLASS INT, INTER INTERIOR R/T RECYCLING/TRASH .. ^ v E — O CW CURTAIN WALL RTU ROOF TOP UNIT GO m a' JAN JANITOR RWF RESILIENT WOOD FLOOR L' 0 0 CO 0 JT JOINT v C) E v § o TARGETS: MATERIAL GRAPHICS: Ci) w C ROOM NAME AND NUMBER TARGET ASSEMBLY TYPES TARGET MATERIAL HATCHES SYMBOLS •�. NW O Lo NAME#1 - ROOM NAME#1 J' BREAKLINE U Q NAME#2 - ROOM NAME#2 C C ) - CEILING, ASSEMBLY TARGET T I i ' I �I I I I O NUMBER - ROOM NUMBER I ' I I I I I I I I I I I I I I I� ACT PIPE BREAK �p M1- a` a 3 AREA SF - ROOM AREA 3DS1 WALL ASSEMBLY TARGET 3 CD -2 ' § o (WHERE APLIES) _ REFER TO ASSEMBLY % A ALUMINUM -0 E co PROPERTY LINEO ENLARGED DETAIL TARGET Fm. W LJ (71 R' DOOR NUMBER TARGET r _\ 1 0 • DETAIL VIEW NUMBER I II ASPHALT PLAN WALLS A000 DRAWING SHEET NUMBER 100-1 4 DOOR NUMBER // /�j EXTERIOR WALLS & L � BRICK& TILE INTERIOR PARTITIONS � _ J (110 SUFFIX/SEQUENCE IN ROOM PARTIAL HEIGHT WALLS ASSOCIATED ROOM NUMBER01) BUILDING SECTION TARGET / 1/ l! 1I/VIIIl( lLI1l1 {��� CARPET N 0'-0" TOW • .-�, VIEW ORIENTATION THIS SIDE - 46, ,. , A _ 4 �r ,` ;i, CONCRETE DETAIL VIEW NUMBER PROJECT ELEVATION TARGET ELEVATION SYMBOLS AND HATCHES 0 0 A000 A000 DRAWING SHEET NUMBER 100'-0" — - ELEVATION - CURTAIN / DRAPERY CLOCK T.O.S. ELEVATION QUALIFIER (RELATIVE OR ABSOLUTE ) MECHANICAL, ELECTRICAL, WALL SECTION TARGET I EARTH TELECOM OR FIRE SPOT ELEVATION TARGET I I I�--I 1 1-- I 11L-1 11-1'-I NOTIFICATION DEVICE VIEW ORIENTATION THIS SIDE OF CUT LINE 10'-0" ELEVATION 0� - DETAIL VIEW NUMBER A.F.F, - - ELEVATION QUALIFIER GLASS / (RELATIVE OR ABSOLUTE ) / GLASS (ELEVATION VIEW) 2 �A000 DRAWING SHEET NUMBER SPOT OF ELEVATION C� C17 V;P.___. GRAVEL FEC DETAIL SECTION TARGET STRUCTURAL GRID TARGET `` FIRE EXTINGUISHER CABINET -.: >' GROUT/ MORTAR VIEW ORIENTATION THIS SIDE OF CUT LINE /� VERTICAL GRIDS (PRIMARY) DETAIL VIEW NUMBER /� �--. •..... I':--.z.,'.-----.-'° .•-' - GYPSUM BOARD 0 A000 - DRAWING SHEET NUMBER - HORIZONTAL GRIDS (PRIMARY) ' 4446664 111,111, INSULATION, BATT L 1 = SECONDARY GRIDS (DECIMAL) EXTERIOR ELEVATION TARGET '� 'It FOAM BOARD I _Iji ' 11 INSULATION, RIGID MARK DATE DESCRIPTION DETAIL VIEW NUMBER AOoo o DIMENSION POINT TARGETSN41]-1I-I�� INSULATION. MINERAL Issued: 12/21/2018 1-111-411- �F 441- WOOL BOARD DRAWING SHEET NUMBER CENTERLINE INDICATOR Scale: AS indicated .1' r1iliiiii- 1-1-iiiiiiiiii . 1-I--I-I-I-I-I-I--I-I- PANELS; TACK. FABRIC INTERIOR ELEVATION TARGET DATUM/ELEVATION SYMBOL I-I-I-I-I-i-I-I-I-I-I WRAPPED - - - - - DIMENSION POINT SYMBOL 1 PLASTIC DETAIL VIEW NUMBER L A 4 A000 2 j 3 <D 04 SIGNAGE MARKER /j // Copyright 1 601 5 DRAWING SHEET NUMBER STEEL 1 1 ARCHITECTURAL NORTH ARROW 1><1 L— i Ii WOOD: FRAMING. BLOCKING BID/PERMIT SET N+ ARCHITECTURAL PLAN NORTH %/���� WOOD, FINISH ARCHITECTURAL m NTRUE NORTH . 1' 1E1 - --------_____= ABBREVIATIONS, CSI -=`� WOOD PANEL IN ELEVATION SYMBOLS & NOTES ,_ _ /// /// //// PLYWOOD A001 50 I 40 I 30 I 20 1 10 I 0 I 50 I 40 1 30 1 20 1 10 I 0 I TYPICAL WALL ASSEMBLIES: TYPICAL HEAD DETAILS: GENERAL NOTES 1. BUILDING ELEVATION 100'-0" = EXISTING GROUIND FLOOR ELEVATION 2. COORDINATE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER ..c( FITTINGS OR FIXTURES WITHIN REQUIRED AREAS OR SPACES �_ _ _ 3. REFER TO INTERIOR ELEVATION SHEETS FOR TYPICAL FIXTURE AND `'` a Fj • '`• _ �� ACCESSORY MOUNTING HEIGHTS. 6 _ 11 1 \ 4. INTERIOR WALLS TO BE FULL HEIGHT FROM FLOOR TO STRUCTURE 6 1� i 1 T ' 1 UNLESS OTHERWISE NOTED. • BO - A .. .:3, ,,,,.,„„. <• I`' (E)VENEER PLASTER BOARD A � L (E)VENEER PLASTER BOARD ' @ UNDERSIDE OF (EE) TJIs. TYP ,:-' I11 @ UNDERSIDE OF (E) TJIs, TYP (1) LAYER GYPSUM BOARD 'J ACOUSTICAL SEALANT -111111111k2X FRAMING SEE STRUCTURAL " OW- I EACH SIDE __ WOOD FRAMING / ACOUSTICAL SEALANT �r f;s / CONT METAL DEFLECTION TRACK, •';' / EACH SIDE (SLOTTED W12 112" FLANGES) / ASSEMBLY LEGEND Bora Architects, Inc. . 4 INSULATION .'I, } CONT METAL DEFLECTION TRACK, 720 SW Washington - ATO 02 ACOUSTICAL (SLOTTED WI2 112" FLANGES) Suite 800 • PACK SPACE BETWEEN METAL PACK SPACE BETWEEN METAL Portland, Oregon 97205 '.. WALL TYPES SYMBOL: WOOD STUD SIZE KEY: DEFLECTION TRACK AND WOOD DEFLECTION TRACK AND WOOD 503.226.1575 .,;;I1 - FRAMING WITH BATT INSULATION -;:.-N - FRAMING WITH BATT INSULATION 41 =WALL TYPE CODE H = 2x2 NON-RATED PARTITION "'I + v SEE PLANS FOR WALL TYPE E = STUD SIZE, REFER J = 2X4 �01 J = �—, - SEE PLANS FOR WALL TYPE TO STUD SIZE KEY K= 2X6 WWW.l00ra.00 L = 2X8 ,` SEE ALSO STRUCTURAL DETAIL , I SEE ALSO STRUCTURAL DETAIL 1 = TOP OF WALL " 1415401 A. TYPICAL 14/S401.A, TYPICAL OF WALLON. REFER COND TION O OP CO2--; NON-RATED ACOUSTICAL PARTITION ► 41E1KEY 39 0 ACOUSTICAL HEAD PERP TO (E) JOISTS e ACOUSTICAL HEAD PARALLEL TO (E) JOISTS INDICATES LEFT SIDE OF ASYMMETRICAL ASSEMBLY 3�' = 1 -0�� 3" = 1 -0 ► (15E3) E--= EXTERIOR WALL t • ► (E 12) 5 (1) LAYER GYPSUM BOARD CEILING �; EACH SIDE SYMBOL: cool) :><-' — WOOD FRAMING TYPICAL SILL DETAILS : ACOUSTICAL CAL INSULATION ASSEMBLY NOTES N t.:• r:F 1. GYPSUM BOARD TO BE TYPE "X". 518" THICK, UNLESS OTHERWISE NOTED. '`' ''' 2. DIMENSIONS ARE TO FACE OF GYPSUM BOARD FINISH UNLESS OTHERWISE NON-RATED PARTITION ,I r''. 'r- !VOTED. y c SEE PLANS FOR .,,. -� SEE PLANS FOR 3. REFER TO STRUCTURAL DRAWINGS FOR WOOD FRAMING DETAILS AND • WALL TYPE - WALL TYPE INFORMATION. NON-RATED ACOUSTICAL PARTITION _' --------------__________s/i, C04--J l:, ACOUSTICAL SEALANTCONT. SILL PLATE ANCHOR 4. FINISH MATERIALS SUCH AS CERAMIC TILE, PANELING, ETC. ARE NOT • ;3 :,'; EACH SIDE '�' TO FLOOR SHOWN AS AN INTEGRAL PART OF WALL TYPE. REFER TO ROOM FINISH TAGS "' _ V AND INTERIOR ELEVATIONS. f OHN W. O'TGOLE '•• = 5. WHERE CERAMIC TILE IS SCHEDULED, REPLACE GYPSUM BOARD WITH TILE a BACKING BOARD. . ,01.11 � • 6. ALL PENETRATIONS THROUGH ACOUSTICAL WALLS TO BE SEALED. {fA POR4 D, OREGON 44 ACOUSTICAL SILL DURHAM 34 NON-RATED SILL DURHAM 3529 3" = I-0" 3" = 11-0" °V OF 4 SEE PLAN FOR (2) LAYERS GYPSUM BOARD 4 NW LOCATION OF LEFT SIDE OF - ASSEMBLY ; "�7 WOOD FRAMING CEILINGS - L— CO -s (1) LAYER GYPSUM BOARD CI -• ACOUSTICAL INSULATION Ali 06 �� —� GRID SUSPENSION SYSTEM• / @ 24A O C MAX METL STUDILING FRAMING O METAL SUSPENSION PROVIDE FRAMING MEMBER O 0 a SYSTEM SECTION &THICKNESS PER `V NON-RATED PARTITION MANUF PUBLISHED CEILING Q n c OS SPAN TABLES TO MAINTAIN o L/240 MAX DEFLECTION. = o g jr..._. ..4cLG HT (y NON-RATED ACOUSTICAL PARTITION 0CLG HT HE GHTHEGHTILJ' CLGHTL-ci 0 -J 40 Cann Lu a) HEIGHT LAY-IN CEILING PANEL (1) LAYER GYPSUM BOARD (1) LAYER GYPSUM BOARD • NOTE: WHEN LAY-IN CEILING USED AS RETURN NW AIR PLENUM PROVIDE RETENTION CLIPCO PER MANUFACTURER'S INSTRUCTIONS 3 y , SUSPENDED GYPSUM BOARD CEILING C7) FRAMED GYPSUM BOARD CEILING 3 CI ! C1 SUSPENDED LAY-IN CEILING C C3 J '� ,. 1 (2) LAYERS GYPSUM BOARD EACH SIDE (E)WOOD CEILING JOISTS (E)WOOD CEILING JOISTSII I WOOD FRAMING CO/ 1) = ACOUSTICAL INSULATION _,, ____t !1 GYP BD. `— 12 GA MIN SUSPENSION kr— �— COMPRESSION STRUTS & 12 GA MIN SPLAYED • ' AT( Dg ) WHERE OCCURS WIRES, EXTEND TO F BRACING WIRE HERE REQUIRED CLG HTV.iF CLG HTV_.I. S W •� I STRUCTURE ABOVE, SEE SEE RCP SEE RCP L CROSS RUNNERS @ TYPICAL ATTACHMENT \/r\\ COMPRESSION STRUT SCHEDULE I / - 24" O.C.MAX. DETAIL _ ___ III NON-RATED PARTITION (— 1) LAYER GYPSUM BOARD (1) LAYER GYPSUM BOARD TYPE LENGTH OT--� SHEATHING, SEE SEE URAL @STUD WA LP 5 \ 1112" EMT CONDUIT UP TO 5'-10" :i''') -=.., ' 314" EMT CONDUIT UP TO 7'-8" NON-RATED ACOUSTICAL PARTITION i':�, 14-1-- � n1 c( I ' �.I if I r III C$J }`fi T 6p� i I I I 1! ! III I l ! I I I I I 1" EMT CONDUIT UP TO 9' 9" 44 C WOOD FRAMED GYPSUM BOARD CEILING ( 11_ 1 WOOD FRAMED GYP BD CEILING W! PLYWD SHEATHING ,. ' ,.\ I I 2 / I (1) 1 518° 20 gauge STUD UP TO 12'-0" r- . ._ \ PERIMETER CLOSURE , ANGLE AND ICC ES MAIN RUNNERS (1) 2 112" 20 gauge STUD UP TO 13'-6" k,-; TESTED, SEISMIC CLIP LAY-IN CEILING PANEL Back-to-back UP TO 15'-0" SYSTEM 8" OR 114 LENGTH OF END SPAN 4'-0" O.C. MAX 1 5/8"20 gauge STUD :ms III REMOVE (E) GYPSUM BOARD WHICHEVER IS LEAST �• de_ , 12'-0" MAX Back-to-back• UP TO 15'-0" AS NECESSARY AND REPLACE 7-- EA. WAY 2 1/2"25 gauge STUD 2 WITH (1) LAYER NEW GYPSUM 2 6' 0" MAX BOARD NOTE: LENGTHS OVER 15' D" L - REQUIRE STRUCTURAL REVIEW REPLACE (E) INSULATION WHERE DELEGATED DESIGN SUSPENDED CEILING SYSTEM REMOVED •� ' (E) FRAMING AND OTHER : ASSEMBLY LAYERS TO CEILING - SUSPENDED LAY-IN CEILING DURHAM REMAIN 12' • 3" = 1'-0" 4 1.e.... TYPICAL FLOOR TRANSITIONS . C 10 NON-RATED RENOVATED WALL MARK DATE DESCRIPTION J — — Issued: 12/21/2018 Scale: As indicated MATERIAL TRANSITION MATERIAL TRANSITION MATERIAL TRANSITION AT CENTERLINE OF METAL REDUCER CE AT CENTERLINE OF AT CENTERLINE OF RUBBER REDUCER DOOR: WHERE CARPET TO CARPET ' TRANSITION DOOR. WHERE TRANSITION BUTT JOINT DOOR. WHERE ' `= OCCURS f OCCURS OCCURS ---P, :— WHERE NO DOOR (1) LAYER SHEAR WALL PANEL.11114110 ° 4,, WHERE NO DOOR - WHERE NO DOOR �-'• . SEE STRUCTURAL CARPET TILE; OCCURS, SEE FINISH RESILIENT OCCURS, SEE FINISH WALK-OFF MAT. OCCURS. SEE FINISH • �, SEE ROOM FINISH PLANS FOR LOCATION FLOOR: / PLANS FOR LOCATION SEE FINkSH PLANS FOR LOCATION � NEW ACOUSTIC INSULATION SCHEDULE SEE FINISH SCHEDULE 11111111',101 AT ® OR {E)TO REMAIN RESILIENT FLOOR. SCHEDULE TILE FLOOR; SEE / CARPET TILE, SEE Copyright 16015 1 ' `� SSEE CHEDULE O FINISH / FINISH SCHEDULE FINISH SCHEDULE 1 (E) WOOD FRAMING TO REMAIN — � -71)7 ., 1 ,,. „ •, „ - . . . .. BI /PERMIT SET < - _ _ FLOOR ASSEMBLY ; ��':. . . , , .••, .'. .q . -. :• :� "- FLOOR ASSEMBLY ' ."7'-'.'' ..-:1-: �: . ' _.=:_.. 4, .a _ FLOOR ASSEMBLY 0_ ' 11110'_464 . -- (E)WALL BOARD AND FINISHES = % ' ' `° d, La ► TO REMAIN _ . 4, a. +a WALL ASSEMBLIES & cv a TRANSITION - CARPET TILE TO RESILIENT FLOOR DETAILS / CEILING `" NON-RATED PARTITION DURHAM TRANSITION - RESILIENT FLOOR TO TILE DURHAM TRANSITION - WALK OFF MAT TO CARPET TILE DURHAM c=,-, C 11 J 51 3," = 1"-0", 41 3" = 1'-0" 31 3"" = 1"-0"' ASSEMBLIES E 0 c 12 J NON-RATED PARTITIONA002 • C 1 50 I 40 I 30 I 20 I 10 I 0 I 50 I 40 1 30 I 20 10 I 0 I FLOOR PLAN NOTES 1. REFER TO ASSEMBLY SHEET FOR WALL ASSEMBLIES. NEW WALL ASSEMBLY IS(04K0 U.O.N. 2. STUD SIZES TYPICALLY USED THROUGHOUT PROJECT ARE SHOWN - 6 REFER TO STUD SIZE ON WALL ASSEMBLIES SHEET FOR REQUIRED SIZES. COORDINATE BLOCKING AND BRACING REQUIREMENTS FOR WALL HUNG 6 BORA fTEMS. 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. 4. PROTECT EXISTING LANDSCAPING, UNLESS OTHERWISE NOTED. Bora Architects, Inc. 720 SW Washington, Suite 800 5.(E)CORNER GUARDS TO REMAIN UNLESS OTHERWISE INDICATED. Portland, Oregon 97205 503.226.1575 www.bora.co i . 5 5 D-L.1 D-L.2 D-L.3 D-L.4 @I-; 1@C1.-114eD-G DOD-E 1 --)---1):0D-C 4 . .n D - - - 1 _Li_ __ ,1 I I I de D-1 - - - - - - - - - �. ._ _ ; 1 JOHN W, O' OOLE ---.2 PORE �l D, OREGON CLASSROOM I CLLASSROOM I CLASSROOM I I 11 9 - 8 3529 CLASSROOM CLAS ROOM CLASSROOM O Ag, 10 5 �/1• V 4 I I i • I I 1 7 - 4 - - H D-2 - - - - - - - -- -D-1.0 - - -. 14-0•.... WORK RM WORK RM I I I 1 IIMMI ..„-,452 4 r CLASSROOM , :.LASSROOM _ }+ 12COLi 1 7 CLASSROOM • I BI G I I a .. . Q STAFF ROOM ATRIUM 51 @.:3) ____,......, ___L„,....... 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SEE DETAIL SHEET SUPPORT AND FLASHING SIMILAR TO TYPICAL ROOF DETAILS UNLESS 2A A515 OTHERWISE NOTED. )' ' .•\;' REHABILITATE MODIFIED BITUMINOUS ROOFING 6 PER {170150.73 ALTERNATE#1: EXISTING CONDENSING UNITS AND CURBS TO BE REMOVED 6 3. AT MECHANICAL EQUIPMENT ON ROOF, UNLESS OTHERWISE NOTED OR �l 3A AND REPLACED. SEE MECHANICAL. DETAIL SHEET A515. DETAILED, USE MANUFACTURER'S SUPPORT CURBS, CUSTOMIZED TO B 0 .. A ACCOMMODATE ROOF SLOPES WITH HEIGHT OF 10" MINIMUM AND 15" ,,� SANDED PERIMETER FALL ZONE WITH YELLOW ALL OTHER WORK NOT SPECIFICALLY DELEGATED TO OTHER CONTRACTS. MAXIMUM ABOVE ROOF. PROVIDE TAPERED INSULATION OR CRICKETING - - COLOR APPLIED AS PART OF REHABILITATION OF AS REQUIRED TO MAINTAIN 114" PER FOOT MINIMUM DRAINAGE. / A MODIFIED BITUMINOUS ROOFING. EXTEND 10' FROM PARAPET, 4. NOT EVERY PARAPET,WALL, COPING, CURB AND FLASHING CONDITION ROOF RESTORATION CONTRACT IS ILLUSTRATED OR DETAILED. PROVIDE ROOFING, BLOCKING, FLASHING Bora Architects, Inc. REGLETS, COPINGS, ETC.TO INSTALL A FULLY WATERPROOFED ASSEMBLY SEE 070150.11 FOR DETAILED SCOPE OF WORK MEMBRANE ROOF RESTORATION AND REHABILITATION. SEE MEMBRANE 720 SW Washington, Suite 800 IN ACCORDANCE WITH THE ROOFING MANUFACTURER'S ROOF RESTORATION LEGEND. RECOMMENDATIONS AND THE DESIGN AND REFERENCE STANDARDS OF Portland, Oregon 97205 SMACNA'S ARCHITECTURAL SHEET METAL MANUAL, CURRENT EDITION. eA NEW SKYLIGHT BY OTHERS,TYP. PROVIDE FLASHING AND SEALING AS 503.226.1575 RE! IRE NEW ROOFTOP MECHANICAL UNIT AND CURBS BY OTHERS. ROOF-IN CURB, www.bora.co 2B FLASH AND SEAL AS REQUIRED. SEE DETAIL SHEET A515. 1 BASE BID: RESEAL (E) CURB FLASHING AT (E)CONDENSING UNIT B ALTERNATE#1: CONDENSING UNIT REPLACED BY OTHERS. ROOF-IN CURB, FLASH AND SEAL AS REQUIRED. SEE DETAIL SHEET A515. •SHI AND ALI ASR •UIR • ATO 'ERP ETR• IONS. 5 5 D-L.1 D-L.2 D-L.3 D-L.4 D-L DO( D-J el D-G e D-E D-D C144 D-B D-A.12 D-A D-A.14 D-A.15 D-A.16 D-A.17 D-A.18 D-A.19 D-A.20 • ) / '. 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DIMENSIONS SHOWN ARE TO FACE OF GYPSUM BOARD FINISH, UNLESS I I I I I I OTHERWISE NOTED. REFER TO ENLARGED PLANS FOR DIMENSIONS WITHIN THOSE AREAS. 1 iI ii 4. PROTECT EXISTING LANDSCAPING, UNLESS OTHERWISE NOTED. Bora Architects, Inc. ------ CONTINUE SHEAR WALL A251.0 PAPER 6 CLASSROOM 5. (E) CORNER GUARDS TO REMAIN UNLESS OTHERWISE INDICATED. 720 SW Washington, Suite 800 I I I I I PANEL ON NEW WALL TOI I CUTTER, NIC POST. SEE STRUCTURAL. WV Q 3 Portland, Oregon 97205 VERIFY CLEARANCE �06K ) I. 7'-4 3/8" 6' -6" 51 14'-3" 13' -5" 503.226.1 575 FOR DOOR SWING .-a • .�.�.�.�• .�•1••M.•�•• D-5 — . - - - - - l = ri'i — — — — — — — ' — — — — — www.bora.co 1 t II tID C107 i N WORKROOM di • C103-E2 I C1fl5 FF RF-1 HEALTH RM MONITOR, OFOI /' I BF RB-1 I ] - FF RF-1 NWF P-1 I C107-2 34 I �C106-1 BF RB-1 T EWF P-1 [- TOILET a NWF P-1 C103 <B 06 i SWF P-1 C110-1 C106 26 EWF P-1 --(06K CONF.RM w A251 C WWF P-1/FWTP� . SWF P-1 FF CPT-1 (E)WINDOW .►. 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TYP t - N �� -- O NEW HM ENTRANCE, NEW DECORATIVE METAL (E) STEEL CANOPY STRUCTURE ABOVE CU cs SEE ELEV FENCE o I / I oE U' Cli) CI w P. i1 1i it I ! ! I II 11 . 1 I I I I 1 1 1 I I I I I I I I 1 NEW HSS 5X5 POST. PAINTED, TYP OF (6). 1 i 1 I 1 1 I I I I I I WELD TO (E) CANOPY STRUCTURE ABOVE. 1i 1I II it II 1I I I I I 1 1 I I i t I� SEE STRUCTURAL. • I I�� I I — 1 1 U I I I I 1 1 i i" I � D-8.1CO -� —. - — — — — — �.,,� — — / , - D-B.H • NEW DECORATIVE METAL FENCE —N I I I I I --- - I I I I , I ! H H II t 11 1 1 I I 1 1 , h l 1 I I I 3 CO 3 II II II11 ( I" II it 1 I 1 1 I I f7 I P. A112.0 2 I I I I I I 1 1 I I Im 11 I I 11 i1 iI II i- I I I I I I I I I I I (E) CONCRETE II I_ _-�I- 1 1 I I I I I I I I I WALK TO REMAIN 11 ___- -I-i-..---- I1 _I� - - - - - - - �, ,� =-Tt_i- - - _ - 1 II Ir 11. I I GYM /� �II❑ II }i II II / i I i 1 I i I I : : L llit li II II D-8.J — — — — — _— P — — — — — I — � CP VESTIBULE �1 �1 30 — ,..„., / 1 1 — \ ,..._____./ D D-9 -9 \- (E) LANDSCAPING TO REMAIN • - - �1 — D-9.L 2 — ._-__ C - , MUSIC ROOM CLASSROOM I�� 28 27 _ 10 D-9.M l MARK DATE DESCRIPTION D 1Q — — — — — — — — — — — — — Issued: 12/21/2018 _ lill Scale: As indicated III-111 �II�III,. 1i -___ .. d Copyright 16015 I I I 1 IBID/PERMIT SET a. D-A.17 D-18 D-A.19 FLOOR PLAN AND m e. N ELEVATIONS - GYM DURHAM FENCE PERSPECTIVE 0 ENLARGED PLAN - GYM ENTRY ENTRY 0 4 FOR REFERENCE ONLY - NOT FOR CONSTRUCTION 1/4" 1 -0A 1 1 2 • _ _ 1 50 40 1 30 I 20 I 10 I 0 I 50 I 40 I 30 I 20 I 10 I 0 I CEILING PLAN NOTES 1. REFER TO ASSEMBLY SHEET FOR CEILING ASSEMBLIES. 2. REFER TO ROOM FINISH TAGS IN FLOOR PLAN FOR CELING FINISH 3. STRUCTURAL STEEL, MISCELLANEOUS STEEL,FIREPROOFING, DUCTWORK, MECHANICAL AND SPRINKLER PIPING, ELECTRICAL CONDUIT AND THEIR SUPPORT SYSTEMS TO BE PAINTED UNLESS OTHERWISE NOTED AT ROOMS 1 AREAS WHERE EXPOSED TO VIEW. 6 4. VERIFY FINAL PLACEMENT OF SPRINKLER HEADS WITH FIRE MARSHALL 6 BORA APPROVED SPRINKLER DRAWINGS. HEAD PLACEMENT IS TO BE SYMMETRICAL WITHIN SPACES WHEN POSSIBLE AND CENTERED WITHIN CEILING TILES. D-H D-G D-F D-C D-B 5. ALIGN LIGHT FIXTURES, SPEAKERS,SMOKE DETECTORS, SPRINKLER HEADS AND OTHER DEVICES AS INDICATED ON THE DRAWINGS. VERIFY PLACEMENT WITH ARCHITECT FOR DEVICES AND FIXTURES NOT SHOWN. Bora Architects, Inc. 6. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE CEILING AT 4'-0" 720 SW Washington, Suite 800 I ON CENTER MAXIMUM WHERE REQUIRED AT SOFFITS,COVES, PARTITIONS, Portland, Oregon 97205 I AND OTHER ASSEMBLIES WHETHER OR NOT INDICATED ON DRAWINGS. 603,226.1 675 — www-bora.co -- - CEILING LEGEND ID 1=-4. L LIGHTING AND EQUIPMENT SYMBOLS D-� — — — — 1 — — — —• — — — — — — ,, 1 „ , , — — — �_ 1111 — — ' ' — — - D-5 Iii i _ ,T.,:.. ... ......... .,. ._..„,.:,.,...,.., -'I ''i` ;'•` II I 2X4 LIGHTING, SEE ELECT. . : 11 , ... . . STAFF TOILET' �' J 7 __11 I I I • I _y i li I '�v C 110 HEALTH RM L .TOILET: C105 �Y' o •�' •_vk` -�F o DOWNLIGHT, 5EE ELECT. ..,_II :C106 - ,_k -/Pi' -.., ° RS-1 ON E DOOR IEF • • I '.-1'.'7.....: :•-',•:.-1,...-. ii___II I - �: 0' 0"A.F.F. -- STRIP LIGHTING SEE ELECT, WORKROOM _ O 0011/1 I I 1 I I ., ���. .�' :� �': I, 0107 _ off - _ - - - EXHAUST � I I -. RS 1 - ���'• - - ::-.:':r. _ _ TYPICAL MECHANICAL 5 !� _Ih. ":•:.'•-•:::.•-:•:, - C103 05 GRILLES X X / 5 {{III 9'• 0"A.F.F. . A - ''.•:-� PPL 511 ,r SUPPLY RETURN 1 S 1 ON (E) WINDOW — - - C L EQ' - 6 0 E milow1 I I _ Q.,.,,, ! u 1 r, • ^ole ,�If 1� 0 A F'.F. E r :w } : ! CEILING-MOUNTED PROJECTOR, OFOI. ES-6 - - - - •,• .;yam - - =1 - D-6 _ I I I I I ! I -'£ I • PROVIDE MOU NG HARDWARE:- I I I II I I :: '_ -• _ L - SNAP AV STRONG MOUNTS SM-CEILING-SCA-WH 04 "-I --- : - SNAP AV STRONG MOUNTS SM-PROJ-XL $ 05 POLE SM- A511 I\_ �� RS-1FIXPO- SNAPLE-36XBLV FIDKELENGTHON AS REQUIRED - ® SUBMIT MOUNTING HARDWARE PRODUCT DATA. I I I i--- I I I — - I - • SEE AV FOR CONNECTIONS. • 1 • 1 F wr I I i I RECEP i IONIADMIN 11 / 1 C10_ • • JOHN IN. 0' DOLE • t PRINCIPAL apo-----.21 �NOT IN SCOPE "�' C104 !I . ! PORD, OREGOIN STAFF _OUNCEA I I R 1 I - I C108 I I s in 04 1 RS 1: RECESS-MOUNT IN CEILING A511 I ! 1{I' -0"A.F.F. ji RS-2: BETWEEN JAMB-MOUNT AT SILLirlA 3529 i 10 -0"A.FF. „ '1 TYPICAL AT EXTERIOR WINDOWS IN C104 0F Oita iA511 '� 04 1 -- ,: 4 I LI I 1 I I �f--- R 1 Imil • 4 4-0 —,:1:_l i C.) 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Jf —I ' 1 I _ 4+'{ .} .—u}`- ram I • •.,' _ / - •1'�' r - - . -- - - - _ - - rt - I1 - I - - /----", 111 t� - - i_- _ �J Copyright 16015 1 t - -- 1 ,_ 1 i _. _ BI /PERMIT SET I I I I I _._. _ — 1 I 1 I 1 - -- 1 BID • /PERMIT I T I I I I I - REFLECTED CEILING co D-H D-G D-F D-E D-D D—c D—B N PLAN — ENTRY/ADMIN N f N OENLARGED FIRST FLOOR REFLECTED CEILING PLAN 114" = 1'-0" A1 3 1 • 1 50 I 40 I 30 I 20 I 10 I 0 50 I 40 I 30 I 20 I 10 I 0 ELEVATION / 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 REFERENCE ONLY. VERIFY EXISTING CONDITIONS IN FIELD. 6 5. DIMENSIONS ARE SHOWN TO DIMENSION POINT (DIM. PT.) OF 6 33RA 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 HORIZONTALLY WITH ADJACENT JOINTS AND DOOR, WINDOW AND LOUVER Bora Architects, Inc. HEADS/JAMBS/ SILLS AS INDICATED ON THE DRAWINGS. VERIFY DIMENSIONS WITH DETAIL CONDITIONS. 720 SW Washington, Suite 800 Portland, Oregon 97205 503.226.1575 www.bora.co D-9 D-8.K 8D J 8D H D-8 D-7 D-6 D-5 D'B I I I I REMOVE (E) SPACED WOOD SIDING AT EXTERIOR (E) STUCCO, I CURVED SOFFIT DOWN TO COLOR TO REMAIN (E) SHEATHING. INSTALL STUCCO FINISH, PAINT P-27 4'-2„ y TYP. 5 0 Ilk 01. (E) STUCCO. (E) STUCCO, PAINT OVER (E) MURAL . 5 PAINT P-27 PAINT P-27 PAINT Pc270 01. T.O. PARAPETS I T.O. PARAPET 114' - 5112" 114' - 5112" • P-27 (E) COLOR A 05 ► 02 f 2 A514 1 A5 � CLIG-1, TYP. 1 A\.„..A1/44 141 _ . � N ' N — - i i .f 7- i i ti 51 . A514 ISSUED FOR A514 �� CL1G-1,TYP. //I I INFORMATIONAL PURPOSES ONLY 04 �01 l o a A�514/ „!61,__4) N, �. 1 ` _ LEVEL 01 _ I N LEVEL 01 NOT FOR N 100' - 0„ 100' - 0” (E) HM FRAMES, DOORS – (E) (E) ' CONSTRUCTION lEt' AND WINDOWS 4 4 ENTRY - SOUTH ® ENTRY - WEST 0 1/4" • 1'-O" 1/4" = 1 -0 mil■■f 0 s� CI o 0 � � = c N oErc:,-J OD (750, --_ T.O. PARAPET = co Q v .. 114' - 5112" ami � o` I ... 15 ani F2 a, (E) ROOF & PARAPET 0111) 0 Liu h I- ASSEMBLY 1 C III L_ CCi 3 , 3 CC 4 I r- 1 -1 . A • 'i a 1.0 2 I A514 i CM If? - I Ca CD L............) •- 01 F-" Mr�.�. T.O. PARAPET . (E) ROOF ASSEMBLY 114' - 5112" �- • (E) FIRE TAPED GYPSUM I ' BOARD AT UNDERSIDE OF i • 2X ROOF FRAMING I I�,( I \ i / 1 1 A A I - - . _ / I \ - I '74) _ - . ip __J .,. 14...................) 1,7:1 Alk — „. A511 rinIlh'Il_„ i 01� -- 1 TBD GC ASI 01 A514 — (E) REMOVE (E) SPACED WOOD SIDING ED • -1..E: I • CR O INTERIOR CURVED SOFFIT TO AT EXTERIOR CURVED SOFFIT MARK DATE ISSUED TO DESCRIPTION (E) BLKG 2'0" O.C. REMAIN, PAINT P-2 r DOWN TO (E) SHEATHING. INSTALL . ',moil j STUCCO FINISH, PAINT P-27 r""" FLOBBY VESTIBULE G101 SIM. C100 Issued: 12/21/2018 (E) FOUNDATION -\ 10 Scale: As indicated \ __:- LEVEL 01 oo' - o" Copyright 16015 1 // , 1 / BID/PERMIT SET X _ LEVEL 01 f _ 100 - 0 EXTERIOR ELEVATIONS & N 0 PARTIAL SECTIONS rn O ADMIN/OFFICE - DURHAM C INTERIOR VESTIBULE - DURHAM 0 3/4" = 11-0" 1/2" = 1-0" N al CNI__._. A20 1 • co _ 1 50 I 40 I 30 I 20 I 10 I 0 50 I 40 I 30 I 20 I 10 I 0 1 KEEP(E)WOOD SLATS ON SWOOPS RETAIN (E)WOOD SLATS ON CURVED WOOD SOFFITS � PAINT P-3 @ REMOVE (E)WOOD SLATS ON WALLS, P-2 REMOVE (E)WOOD SLATS ON WALLS, PAINT P 3 / FRAMES, TYP. PATCH & REPAIR WALL, PAINT P-2 P-2 @ -- PATCH & REPAIR WALL, PAINT P-2 1 FRAMES, TYP. r �\\1 _, / , / ;� it � ' I I I II r i EQ EQ 1 r} I , ' \4<ss.............i.I CTG-1, TYP. / ..0L.,;,.......... - r ALIGN j I ! i E ALIGN } ALIGN ! /\ / 1 I'+ 1'1a'a 1' +'I 1' +' +'E +'a �' }'I �'� a=1 + ■ -, y + ■ + r+ 71 ! 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H H +*1 + 1 N FWT P-, , N 1 L I 4 '� -L II �' r'11a + �1�a1 11, ++i PL-2 \- I PL-2 /II 111" I-I` I I II , u u m -"}1} + I,}-t • }14 + 4. a -. �� F .+ �1 ► � +-Fa +- + REF; OFOI - DW REF; REF; .. -1- r---- ,.� \ - LO U M OFOI OFOI + rti- ,;J+�1tF1} 1-"1-t+ 11+ II o P-1 - `7 U it r r,Ir •�� .. . } 174- ' I �+ k 1t1 ( �+�I tir——1r cr, Ik Ik [*5 II1 Ii iti '' '' II r. 76" � 24" 38" RB-1 FURNITURE, -- ' L RB-1 RB-1- 16"1 PL-3 LOCKABLE L RB-1 \ (2) EQ 21 \f OFOI FURNITURE, OFOI ' A599 r 12 A591 A591 C:1 QSTAFF LOUNGE - NORTH 22 STAFF LOUNGE - EAST 23 HEALTH= NORTH 24 HEALTH EAST ® HEALTH - SOUTH 26 HEALTH - WEST 1/4" iiim 1= 0 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1 -0 1/4" = 1-0" 0 0 o -6 ..i_ — — gh Alk co 0 LIGHT FIXTURE, SEE ® A591 A591 LOCKABLE a��i PAINT P 3 @ LIGHT FIXTURE, SEE CABIENTS, TYP 6 1/-1- ELECTRICAL FRAMES, TYP. ELECTRICAL 22 114" 22 1/4" -c E u) F A591 PL-3 LOCKABLE P-1 � 33 112" r / P-1 '5 a) rn a, P1 P-1 / CABIENTS, 14" DEEP, TYP / , f D W r� !- DOOR SWING P-1 r) ALIGN _. ir I t / IS /- ALIGN PL-3 / 1 • r I+ +{ +fir — - r , ` i ni rrL / I I - N\N L OFOI MONITOR ai - 3 CO 3'-0" EQ EQ \ _ IVDWC-1 •4 •4- •4- •4- ■� •+ •�+ + r� +� a , 1�1r-, ,-1�I /1�f ,-1 I Q \ ,-1 P . ,-1 1 . --1�P`, l f / \ z _-_-__ •4_ •4_ •4_ •4_ +- •4; 4_ ■-_ ■_ 4_+4+- 1-,�'—— _ I--' • I C7 c` PL-3 LOCKABLE _ _ - - _ / 11 J ■4 ■� ■ �� + •� ■} DRAWERS, TYP \ \ Q :44-, 4- •4- •4- •+jai 4,114- ;- •a -� 1 — — — / M L -Ni., _ " PL-3 \ 1 \ I:, t- RB-1 EQ f 12'-0" ` 13--1 EQ 1 144 26" _ 26 RB 1 RB-1 dr ,' ,� (4) EQ I� 78" 136" RB-1 (3) EQ PANELS 1.. PL-3 FILLER ' PL 3 LOCKABLE 22 PL-3 LOCKABLE 111/1I' (3) EQ ' (4) EQtt LOCKABLE PANEL CABINETS, 30" A591 DRAWERS, 30" CABINETS, TYP DEEP, TYP DEEP, TYP 31 CONF. ROOM - WEST 32 CONF. ROOM - SOUTH 33 CONF. ROOM - EAST 34 WORKROOM - WEST 35 WORKROOM - EAST •� _ , 0 1/4" = 1 0 114 - 1 -0 114 - 1 -0 1/4" - 1 -0 1/4" - 1 -0 - '_ " CHANGEIN PLANE s a CHANGE IN PLANE EQ I, 16'-0" f EQ CHANGE IN PLANE 16'_1" — TACK STRIP s 1 P-1 (4) EQ PANELS �- RS-1 P-1 r P-1 1' f% P-1 / - - -1I - - 111 - - I L E - PROJECTION AREA � 1 ALIGN ALIGN ALIGNms_ .- „i,,,,, _kr _ _ __ _ _ 'FWTP-1 - _ _ FWP-1 — +Ir ■ ■ + ,-++ 1 � � -_ [ -__- 4_444.44:_iii_ It414:1 * 4 - ,_ FWTP-1= —__ _ _I_ •444_ •4-•-4' ,-I 4 --11 ■4o-4 _-- -- --- -- _ _ ___ _ _,_ __ _ JT • ____ _ __ _ __ - 7 -- -----4-fliirj .+. - - -_-_ -_ _ - -_ __ _ ___ _ _ _ / i -_ -- 4- 4- -- - - - -- -_-_ ___ ___ _ ________=_____ __1__ ____ __ ____ _____ _ ___ __ __ _ _ _ _ __ _ _ _=__ ____T____________ _____ ____ L- • _ _ _ 4j 4-14 — , 1 � ■+ ■ ■ ■� ■�t+i ;+ria I + +i�, I -- \ 17 '�”— ALIGN PANEL EDGE CG-1 LRB-, - CG-1 (E) RECITE, PAINT P-3 ON RB-1 V.I_F. 12'-0" IV.I"F.)" V.I.F. L8' -0" 12'-0" 12'-0" WITH FLOOR CLASSROOM SIDE ONLY ,�EQ (3)EQ /` ,� jr ,i k CG-1 TRANSITION EQ (2) EQ PANELS (8) EQ PANELS (3) EQ PANELS RB-1 V.I.F. 41 CLASSROOM O� - SOUTH 42 CLASSROOM4 , - WEST 43 CLASSROOM - NORTH MARK DATE DESCRIPTION "� 114 = 1 0 — Issued: 12/21/2018 PAINT P-3 @ CHANGE If IN PLANE III' CHANGE IN PLANE p-1 FRAMES, TYP. P_1 ss / a " _ " P-1 5� ' - P 1 Scale: 1/4 1 0 P-1 A51 P-1 = - - A. 03" " 1.41f- i ,fir r , _ - - o A511 I ,�� } 7-} _ _ _ FWTP 1_= -;FWTP 1 o 4k4_44-- -H,-1-- -� FWTP-1 + _ + + . �- o -- FWTP-1 -- _.__- - - _ Coi 7/ 1111 11- _ rtlr� r�-r--r--i r- ,- -- -,- i 4 t��,,-1,--H-,--1-1*- -H--. N-74=1--H4-41+-*-414-44-1- � t � t P� � ,- � � � �� �� T _.. __. � FILLER STRIP ', .. - 4 '`�.I,'-` � +-�+-�+� +- 4- -' —" + , +- 1 1-1 - .1 41 +- . + + - 4 _ ,r -- GTG 1= Copyright 1b015 "� _+*�; �� ,,. + + t y±• fD _ _ _ r r _ L I IFWTP-1 = - - PL-2 - , _=--t : - r .. T. , 't .-- - _ 3 -0 RENT - -:. - - . .� '' + -1-1-1-�J��I a;M}-= - _ - - - _ jrX10 LOCKABLE CAB IrVITTP-1- _ �'+ �? op1 'I t i op rrl 7= n i _ .:.-_-..1-14.1 =--_:_ _- _— __. _. = LOCKABLE DRAWER '' - - BI /PERMIT SET -I ,` I I` -, ,�, ,� BID /PERMIT DEQ I, RB-11 12'-0" LEO!, - - - I ` __ __ RB-1 " 34" 34" oilie 34" „le 34" ole 34" gie 34" PL-1 INTERIOR ELEVATIONS (3) EQ PANELS ' ' RB-1 dif RB-1 N 44� 22 31 el.}1- Cr‘ A591/ A591A591SIM 51 EXISTING,CLASSROOM NORTH 52 COUNSELING - SOUTH 53 COUNSELING - EAST 54 CLASSROOM - EAST 1/4" = 1 -0 1/4" = 1 -0 1/4" = 1-0 1/4" = 1 -0 A251 . 0 1 50 I 40 I 30 I 20 I 10 I a I 50 1 40 I 30 1 20 1 10 I 0 MOP AND FEC/PFEBROOM SCD j ® / HOLDER CH/TH Il / .^ ,' MR 0 NR GB 6 REACHw -.7PTDR 2 (S I Z 6 BORA Z RANGE = TPH co U m 2 `o T ¢ v cf- i v Z co Z BASE ci- -,f— Bora Architects, Inc. rn ,, � , b 720 SW Washington, Suite 800 Portland, Oregon 97205 STANDARD UNIT 503.226.1575 12" 42" MIN. www.bora.co .� / i' NOTE: DO NOT PLACE CEILING 1__ '^ 39"-41" THERMOSTAT ABOVE 6" MIN. A DIMMER SWITCH - ❑ 36" MAX. 36" MIN. MIRROR -- SD HEAT ISSUES SFA TROBE \ THERMOSTAT '� OR LIGHTING co 36" 1MIN. 12" MIN. 11" MAX GB �/ CONTROL BOTTOM OF MIRROR/SOA' DISPENSER ,o f ❑ \ w U ;o 1 REACH 1 Nr MR CONTROLS J _, 1 112" MIN. GB _ '� Gg I Ir . \ a o Q Com \ 3 � c I , � � z 1_ 2cci -\--- TPH N� \ -JJ w W z _� I oz 0 ° Ua 2 W w Q Lu W !G i� -' ' _i 5 U ca \ `` W U Z I1r a a� 0 Z W 'Co rl { Y Z Q I__I w "-9"' Z c° co W. w z c a>-I O 2 b OUTLET_ Q z J O O FLOOR MOUNTED FLOOR MOUNTED 6"MIN TOE SOAP ELECTRICAL DEVICES ADA WATER CLOSETS_SIDE VIEW ADA WATER CLOSETS_FRONTKNEE 8"MIN CLEARANCE STANDARD_FRONT VIEW DISPENCER VIEW CLEARANCE 17"MIN TOE 12" 42" MIN. '� CLEARANCE / / 11" MIN KNEE) 39"-41" d, CLEARANCE 42" MAX. ADA LAVATORIES_SIDE VIEW 36" MIN. I- 24" MIN. 36" MIN. 12" MIN. ,' GB y• I' 'If6., MIN. �^ 11/" MIN. GB3 \ \ GB3 DEVICES CEILING � ACCESSORIES. - TPH _ \ FEC FIRE EXTINGUISHER CABINET �` _ I STROBE Q GB GRAB BAR JOHN W. 0' OOLE d MH MOP 1 BROOM HOLDER I t \ ior---. � ` ' ' MR MIRROR 0 ,' m iMR/SH MIRROR/SHELF UNIT • - ' (---) ih I NR SANITARY NAPKIN RECEPTACLE POR AND, OREGON _ „, PFE PORTABLE FIRE EXTINGUISHER 3528 ,.. ., ., PTD PAPER TOWEL DISPENSER FLOOR MOUNTEb STATION w w z PULL cn u) PTDR PAPER TOWEL DISPENSER/RECEPTACLE OF 4� CHILDREN'S WATER CLOSETS_SIDE VIEW CHILDREN'S_FRONT VIEW J T_ W PTR PAPER TOWEL RECEPTACLE SCD SEAT COVER DISPENSER Oz 4 F SD SH SOAP DISPENSER SHELF 4 cd E p \ El TH TPH TOWEL HOOK U z TOILET PAPER HOLDER 0) Z � TPH/SCD/NR TOILET PAPER HOLDER/SEAT COVER DISPENSER •■■r■ - U I Z up w cto 2 • ° a t/) 2 MEETS ADA STANDARDS OUTLINED IN: 2009 ANSI A117.1; • v STATE AND LOCAL CODES WILL APPLY, VERYIFY ALL C21 INFORMATION AND REQUIREMENTS. GENERAL NOTES: O O 0 d - FLOOR LINE INDICATED IS FINISHED O v E FLOOR UNLESS OTHERWISE NOTED. CO 0, FIRE ALARM DEVICES (COMPLY WITH NFPA 72) = t cS o v 0 E §. 0 E o-2 C MOUNTING HEIGHTS CI) O w ri• i= 112" = 1'-0" C •� NW Ca 3 CHANGE , IN PLANE ) � CHANGE IN PLANE 3CO .�' 1 LAYOUT POINT LAYOUT POINT, - P-1 Elm CENTER ON - P-1 I WALLNN. LAYOUT POINT, / CENTER ON 1.10 P-1 WALL \ - P-1 NR-1, OFC! L LAYOUT POINT, MR-1 - GB-1 \ CO CENTER ON G8-3 \ CD CT-2 WALL EQ L EQ \ 21 318" • PTD-1, OFCI - % I CT-2 yi T ye \ .' - mim 1� O SD-1, OFCI y I I O "NH " 0 O \ \ 'J k U - — -_ I / CT-2 ?W W W z Jimill { jit_ Z J ZJ / ` / ZJ. GB-2 / O = O O O/ LL Li_ . Li. - CT 2 TPH-1, OFCI - - / - nr N / - - • - _ - - - SCD-1, OFCI - .. - --- / __.. L ____---- ,vim - -_ I - 1 1,.1. . iiii STAFF TOLIET - EAST STAFF TOILET - SOUTH STAFF TOLIET - WEST STAFF TOLIET - NORTH 1 , ,- . , , 1 . .1 1, , ,.., 2 11 „ _ , 12 „ _ 13 _ , „ 14 „ _ ,_ „ (96K 11 I - - -`- — - — — 112 - 1 -0 112 - l'-O" 1/2" - 1'-0" 112 1'-0" ` (08K ) - 04K - -(0$K ) 14 A451 C 12 C106 c� 06K TOILET r LAYOUT POINT, CHANGE IN PLANE CHANGE IN PLANE 13 FF CT-1 1 / a +1 d' Y _ -' /I NWF CT-2/P-1 -- - • - • -i it EWF -C-T-21P-1 - - C106-1 �L_ ! '. SWF CT-2/P-1 WWF CT-21P-1 LAYOUT POINT, - P-1 P-1 C110-1 \ CF P-1 CENTER ON MARK DATE DESCRIPTION WALL P-1 I LAYOUT POINT, GENTER IN ROOM PTD-1, OFCI LAYOUT POINT, �� \ P-1 1 / CENTER ON O \ O Issued: 12/21/2018 / LAYOUT POINT, WALL - -+ G-110--.. -- - r / CENTER ON � STAFF TOILET �04K � FF CT-1 1 Scale: 1/2 = 1r-0" CT-2 MR-1 SD-1 BF CT-2 I �• / WALL �— NWF CT-21 P-1 EQ EQ EQ EQ I f I- -� y� / •yr y •= EQ EQ / CT-2 I _ EWF CT-21 P-1 4 A451.0 2' I " GB 1 -I . . . 1 / _ _yc. �_w SWF CT-21 P-1 / CT 2 , WWF CT 2/P 1 , IP a / �� - CF P-1 _ 3 1 T - GB3 01J 1 N w �- I CO __.. _ _ € ' GB-2 \ Z J z — — __ - -- Copyright 16015 J Z , t= \ Z - - _ - NR-1, OFCI CD , r ll 1 J J _� CT 2 I, 01J ( J J 1 Q J \ J Q I Q �1 TPH-1, OFCI ° J BID/PERMIT SET o N SIN V N — V N . iti , . 1-- V \ r t — --- ,---. f I - V 1 \ I-- ______-- LAYOUT POINT ! _� _..IL HEALTH ROOM TOILET -4 c?„ 24" `` (06K o6K 04K PLANS & ELEVATIONS — LAYOUT POINT, SCD-1, OFCI N HEALTH TOILET - EAST HEALTH TOILET - SOUTH HEALTH TOILET - WEST (4 HEALTH TOILET - NORTH fi ENLARGED TOILET PLAN E O 112" = 1'-0" O 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" N •7r--:, A451 • C 50 I 40 I 30 I 20 I 10 I 0