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Otak
<br />AIL
<br />Otak Architects, Inc.
<br />808 SW Third Avenue, Ste 800
<br />Portland, OR 97204
<br />503.287.6825
<br />www.otak.com
<br />Sheet
<br />Number Sheet Name
<br />SO.00 COVER SHEET
<br />SO.01 GENERALSTRUCTURALNOTES
<br />SO�02 GENERAL STRUCTURAL NOTES (CONT)
<br />SO�03 SPECIAL INSPECTIONS
<br />S2.01 a FOUNDATION PLAN -A iE"EX FP41 R E S J
<br />S2.01 FOUNDATION PLAN -OVERALL
<br />S2.01b FOUNDATION PLAN - B STAMP
<br />S2.02 2ND FLOOR PLAN OVERALL
<br />S2.02a 2ND FLOOR FRAMING PLAN - A
<br />S2.02b 2ND FLOOR FRAMING PLAN - 8
<br />S2.03 ROOF PLAN - OVERALL
<br />S2.03a ROOF FRAMING PLAN -A
<br />S2.03b ROOF FRAMING PLAN - B FROELICH
<br />S2.04 ENLARGED PLANS -- ------- -
<br />E N 6 1 N E E R S i
<br />S2,05 ENLARGED PLANS 17700 SW Upper Boones Ferry Rd.
<br />S2�06 ENLARGED PLANS Suite #115
<br />S3.01a ELEVATIONS - A Portland, Oregon 97224
<br />Office: (503) 624-7005
<br />S3.01b ELEVATIONS - B Portland, OR. I Bend, OR. I Denver, CO.
<br />S3.02 ENLARGED ELEVATIONS froelich-engineers.com I FE# 19-T172
<br />S3.03 ENTRY VESTIBULE SECTIONS CONSULTANT
<br />zqS4.00 _�TAI R AN D EEE�VATC IRS - PLAN S �ND'
<br />SECTIONS
<br />��4.01 T�I� �CA S AND SECTIONS
<br />S4.10 STAIR AND ELEVATOR DETAILS
<br />S5.01 FOUNDATION DETAILS
<br />�B S5.02 FOUNDATION DETAILS
<br />S5.04 FOUNDATION DETAILS
<br />S6�02 FRAMING DETAILS - WOOD
<br />S6�03 FRAMING DETAILS -WOOD ROOF
<br />0
<br />S6.04 FRAMING DETAILS - WOOD ROOF�
<br />S6.05 FRAMING DETAILS - WOOD
<br />FRAMING
<br />. . . . . S6,06 FRAMING DETAILS - WOOD PLAN
<br />S6.11 FRAMING 3 DETAILS - CFS
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<br />S6.13 FRAMING DETAILS - CFS
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<br />......... . . . . . . I FOUNDATION
<br />PLAN
<br />INCH DBA DEFORMED BAR ANCHOR HAS HEADED ANCHOR STUD OD OUTSIDE DIAMETER THK THICK
<br /># NUMBER, POUND DBL DOUBLE HC HOLLOW CORE OH OVERHEAD THIRD THREADED FOUNDATION AND FRAMING PLAN CUTS ELEVATION DIAGRAM 0 <
<br />& AND DEFL DEFLECTION HCP HOLLOW CORE PLANK OPNG OPENING TOB TOP OF BEAM 0 p
<br />I FEET DEMO DEMOLITION HDD HEADED ANCHOR STUD OPP OPPOSITE, OPPOSITE HAND TOC TOP OF COLUMN, TOP OF CURB 04
<br />@ AT DEPT DEPARTMENT HDR HEADER OSVVJ OPEN WEB STEEL JOIST TOF TOP OF FOOTING 00 Uj
<br />(E) EXISTING DIET DETAIL HEX HEXAGONAL TOJ TOP OF JOIST 0 Uj
<br />(N) NEW DF DOUG FIR (DOUGLAS FIR) HM HOLLOW METAL P/L PROPERTY LINE TOL TOP OF LINTEL, LANDING COMPLETE LEGEND 0 z -r
<br />DIA DIAMETER HORIZ HORIZONTAL PAF POWDER ACTUATED FASTENERS TOL TOLERANCE
<br />AB ANCHOR BOLT DIAG DIAGONAL HSS HOLLOW STRUCTURAL SHAPE PC PRECAST TOP TOP OF PIER, TOP OF PLATE
<br />ACI AMERICAN CONCRETE INSTITUTE DIAPH DIAPHRAGM HT HEIGHT PCIF POUNDS PER CUBIC FOOT TOPV TOP OF PAVEMENT Z <
<br />ADD ADDENDUM, ADDITION DIM DIMENSION HVAC HEATING, VENTILATION, AIR CONDITIONING PERF PERFORATE, PERFORATED, PERFORMANCE TOS TOP OF SLAB, TOP OF STEEL INDICATES FOOTING TYPE, J# AT XX" OC INDICATES JOIST TYPE AND 0�
<br />ADJ ADJUST, ADJUSTABLE DKG DECKING PERIM PERIMETER TOW TOP OF WALL F-1 -REF SCHEDULE SPACING, REF PLANS & JOIST Uj
<br />AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL DIL DEAD LOAD IBC INTERNATIONAL BUILDING CODE PE PROFESSIONAL ENGINEER TRANS TRANSVERSE FRAMING SCHEDULE w
<br />AFF ABOVE FINISH FLOOR DWG DRAWING ICF INSULATED CONCRETE FORMS PERP PERPENDICULAR TRANSIL TRANSLUCENT C14 w >
<br />ALT ALTERNATE DVVGS DRAWINGS ID INSIDE DIAMETER PL PLATE TYP TYPICAL INDICATES DIRECTION DECK OR w
<br />ALUM ALUMINUM DWIL DOWEL IN INCH, INCHES PLIF POUNDS PER LINEAL FOOT - INDICATES STRUCTURAL SHEATHING TO SPAN 0
<br />APPROX APPROXIMATELY INFO INFORMATION PLWD PLYWOOD UNO UNLESS NOTED OTHERWISE COLUMN STARTING AT THIS CNO >w
<br />ARCH ARCHTECTURE EIFS EXTERIOR INSULATED FINISH SYSTEM INSP INSPECTION PNL PANEL UTIL UTILITY LEVEL. REF COLUMN SCHEDULE
<br />ASTM AMERICAM SOCIETY FOR TESTING AND MATERIALS ELEV ELEVATOR INSUL INSULATION PREFAB PREFABRICATED - INDICATES ELEVATION
<br />AVG AVERAGE ENGR ENGINEER INT INTERIOR PREFIN PREFINISHED VERT VERTICAL TITLE
<br />AWS AMERICAN WELDING SOCIETY EOR ENGINEER OF RECORD PSF POUNDS PER SQUARE FOOT VFY VERIFY
<br />EQ EQUAL JST JOIST PSI POUNDS PER SQUARE INCH VIF VERIFY IN FIELD - INDICATES DIRECTION
<br />BALC BALCONY EQPT EQUIP JT JOINT, JOINTS PSL PARALLEL STRAND LUMBER TIMBER TO SPAN # DATE DESCRIPTION
<br />BID BOARD ES EACH SIDE PT PRESERVATIVE TREATED, POST -TENSIONED W/ WITH INDICATES COLUMN BELOW
<br />BEV BEVEL EW EACH WAY K KILOPOUND (1000 POUNDS) W/o WITHOUT A 4/17/2020 PLAN REVISIONS
<br />BKR BACKER EXIST EXISTING KIP KILOPOUND (1000 POUNDS) QTY QUANTITY WD WOOD - INDICATES KEYED NOTE B 5/20/2020 PERMIT REVIEW 1
<br />BLDG BUILDING EXP EXPANSION WIF WIDE FLANGE (STRUCTURAL STEEL) F -I
<br />BLK BLOCK EXPO EXPOSED L ANGLE, LEFT, LENGTH RAID RADIUS WR WATER RESISTANT, WATER RESISTIVE L J INDICATES COLUMN ABOVE C 5/20/2020 PLAN REVISIONS
<br />BLKG BLOCKING EXT EXTERIOR LAM LAMINATE, LAMINATED RCP REFLECTED CEILING PLAN WS WATERSTOP - INDICATES CHANGE IN SLOPE
<br />BM BEAM LAT LATERAL RD ROOF DRAIN WT WEIGHT
<br />BOC BOTTOM OF CURB FOFF FACE TO FACE LB POUND REF REFERENCE WWF WOVEN WIRE FABRIC INDICATES INTERIOR
<br />BOT/BTM BOTTOM FAB FABERICATIONS FABRICATED LF LINEAL FEET, LINEAR FOOTAGE REINF REINFORCED, REINFORCING STRUCTURAL STUD WALL
<br />BOW BOTTOM OF WALL FB FLAT BAR LIN LINEAR REQ REQUIREMENTS, REQUIRED - INDICATES STEP IN ELEVATION
<br />BP BASE PLATE FDTN FOUNDATION LIN FT LINEAL FEET, LINEAR FOOTAGE REQD REQUIRED 17777
<br />BRDG BRIDGE, BRIDGING FE FROELICH ENGINEERS LL LIVE LOAD REV REVISION
<br />RJ ROOF JOISTS INDICATES CONCRETE WALL
<br />2 BRG BEARING FIF FINISH FLOOR LLH LONG LEG HORIZONTAL RO ROUGH OPENING INDICATES MECHANICAL UNIT
<br />BIRK BRICK FIFE FINISH FLOOR ELEVATION LLV LONG LEG VERTICAL
<br />BSMT BASEMENT FIN FINISH LNTL LINTEL SCHEID SCHEDULE INDICATES CMU WALL REVISIONS
<br />E I -
<br />0') FJ FLOOR JOISTS XX PSF
<br />BU BUILT-UP FLR FLOOR LONG LONGITUDINAL SE STRUCTURAL ENGINEER INDICATES EXTERIOR STRUCT WALL INDICATES SNOW DRIFT LOAD. JOIST RR, ME, AP GH, KN
<br />FOC FACE OF CONCRETE LSL LAMINATED STRAND LUMBER SECT SECTION DRAWN BY CHECKBY
<br />15 CEM CEMENT, CEMENTITIOUS FOF FACE OF FINISH LT WT LIGHTWEIGHT SF SQUARE FEET MANUFACTURER SHALL MAKE PROVISION
<br />2 CGS CENTER OF GRAVITY OF STRAND FOM FACE OF MASONRY LVIL LAMINATED VENEER LUMBER SGL SINGLE FOR THESE IN THE DESIGN OF THE
<br />�5 CIP CAST IN PLACE FOS FACE OF STUD SHT SHEET INDICATES INTERIOR ARCH WALL XX'_XX" JOISTS REF PLANS FOR LOAD & EXTENT. 100% ISSUE SET/Bl D SET
<br />Ci CONTROL JOINT FR FIRE RATED, FIRE RESISTIVE MANUF MANUFACTURER, MANUFACTURED SHTG SHEATHING STATUS
<br />CIL CENTER LINE FIRM FRAMED, FRAMING MAX MAXIMUM Sim SIMILAR
<br />CLG CEILING FRR FIRE RESITANCE RATED MB MACHINE BOLT SIMP SIMPSON STRONG TIE 04/17/2020
<br />Cz CLR CLEAR FRT FIRE RETARDANT TREATED MECH MECHANICAL SL SNOW LOAD
<br />CMU CONCRETE MASONRY UNIT FT FOOT, FEET MEZZ MEZZANINE SOG SLAB ON GRADE VV21X50 C=3/4" DATE
<br />COL COLUMN FTG FOOTING MFR MANUFACTURER, MANUFACTURED SPEC SPECIFICATION, SPECIFICATIONS
<br />0 328801
<br />E COMP COMPOSITE, COMPENSATION FURRG FURRING MIN MINIMUM SQ SQUARE
<br />CONC CONCRETE FLIT FUTURE MISC MISCELLANEOUS SS, STAINLESS STEEL PROJECT NUMBER
<br />COND CONDITION MTL METAL STID STANDARD
<br />CITY OF EVERETT
<br />CONN CONNECTION GA GAUGE MUL MULLION STIFF STIFFENER
<br />< CONSTR CONSTRUCTION GALV GALVANIZED STL STEEL REVIEWED F0R PERMIT
<br />-0. GENERAL CONTRACTOR N NORTH STRUCT STRUCTURAL
<br />L CONT CONTINUOUS GC INDICATES CAMBER AT MIDSPAN OF BEAM
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<br />a) CORR CORRIDOR GEN GENERAL NIC NOT IN CONTRACT SUSP SUSPENDED
<br />W SOM00
<br />P CTR CENTER GIL GLU-LAMINATED NO NUMBER SYM SYMMETRICAL
<br />d CTRL CONTROL GLB GLU-LAMINATED BEAM NOM NOMINAL
<br />45 CTSK COUNTERSINK GND GROUND NTS NOT TO SCALE T AND B TOP AND BOTTOM - INDICATES BEAM SIZE. @ 2020 OTAK, INC.
<br />i T CU CUBIC GR GRADE TANDG TONGUE AND GROOVE
<br />CUST CUSTOM GT GIRDER TRUSS OC ON CENTER TAN TANGENT ffthis drawingis not24"x 36", ithas been
<br />> GYP GYPSUM reducedlenfarged. Scale accordingly.
<br />GYP BID GYPSUM BOARD
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