10930 HOLLY DR 2022 Plans 2025-08-07

A I B I C I D I E I F I G I H I J I K I 'mqk I GREENWOOD HEATING EVERETT P'FA 10930 AIRPORT ROAD Helix EVERETT, WA 98204 design group PERMIT SET 2 a,--- 10/14/2022 AMERICAN INSTIRJTE OF ARCHITECTS ABBREVIATIONS GRAPHIC SYMBOL LEGEND AXONOMETRIC PROJECTION ® AT 1ST JOIST CONCRETE WALL(ABOVE) 0 DIAMETER JT JOINT » POUNOORNUMBER =_==== CONCRETE WALL(BELOW) K KIPS=1000 LBS AAC AUTOCLAVED AERATED CONCRETE KSI KILOPOUNDS PER SQUARE INCH CMU WALL(ABOVE) AB ANCHOR BOLT I ADJ ADJACENT L ANGLE AFT ABOVE FINISH FLOOR LEIS POUNDS CMU WALL(BELOW) AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION LVL LEVEL AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION LVL LAMINATED VENEER LUMBER WOOD/CFS SHEAR WALL(ABOVE) _ HELIX DESIGN GROUP,INC ANSI AMERICAN NATIONAL STANDARDS INSTITUTE L&J LABOR&INDUSTRIES DEPARTMENT ASO ALLOWABLE STRESS DESIGN LUH LONG LEG HORIZONTAL WOOD/CFS STUD WALL(ABOVE) _ ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS LLV LONG LEG VERTICAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS LOC LOCATE,LOCATION =____= WOODICFS STUD WALL(BELOW) _ -^ _ - ..••=1j�1> AWS AMERICAN WELDING SOCIETY LONGIT LONGITUDINAL �� AWC AMERICAN WOOD COUNCIL LSL LAMINATED STRAND(UMBER CONCRETE COLUMN(ABOVE) - _ _ �� BEl LKG BLOCKING MB MACHINE BOLT r1 CONCRETE COLUMN(BELOW) °" _ - - -.' Y a 4QSIAHL BM BEAM MECH MECHANICAL LJ BNDY BOUNDARY MTL METAL R WOOD POST(ABOVE) wr , .i " it 1201 FGst Avenue South,Site 310 BN BOUNDARY NAILING MFR MANUFACTURER 1 - -•"JL e I� 9 BOT IN MIN MUM CONTROL 206-UM 8RG BEARING BOTTOM M MC _ Seattle.Washington 98134 402.5156 www.lundP eahl.com WOOD POST(BELOW) - BS BOTH SIDES MPH MILES PER HOUR STWN BETWEEN D STEEL HSS COLUMN(ABOVE) n NS NEAR SIDE 1`` I �- L OF 4 PAL, CIP CAST-IN-PLACE NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION STEEL HSS COLUMN(BELOW) -' c F CJ CONSTRUCTION/CONTROL JOINT NTS NOT TO SCALE \ \ �\ __ a %. a M ;•, CL CENTERLNE NWT NORMAL WEIGHT I STEEL WIDE FLANGE COLUMN(ABOVE) - - - CLG CEILING j CUR CLEAR OC ON CENTER -_ STEEL WIDE FLANGE COLUMN(BELOW) \ ��\ �� 5 '- > ti CLT CROSS-LAMINATED TIMBER OPP OPPOSITE HAND CMU CONCRETE MASONRY UNIT BEAM/JOIST COL COLUMN PAF POWDER ACTUATED FASTENER CONC CONCRETE PC PRE-CAST BRACED FRAME BEAM Y 10/7¢/z�2L CONT CONTINUOUS PCF POUNDS PER CUBIC FOOT % -a CONTR CONTRACTOR PERP PERPENDICULAR —-— — GRID LINE csK COUNTERSINK PL PLATE i AXONOMETRIC PROJECTION DISCLAIMER: CTR CENTER PLF CENTERLINE POUNDS PER LINEAR FOOT J 1. 3D VIEWS INCLUDING AXONOMETRIC PROJECTIONS,PERSPECTIVES,ETC, —-— %�.�<'%" CVR COVER PNL PANEL. %. ARE PROVIDED FOR REFERENCE PURPOSES ONLY. IN THE EVENT OF ANY PRE-EENGINEERED POUND DA DEFORMED BAR ANCHOR PSF POUNDS PER SQUARE FOOT CONCRETE BY OTHERS(CUT) -/ DISCREPANCIES BETWEEN INFORMATION REPRESENTED BY BOTH A 3D B �- 06L DOUBLE PSI POUNDS PER SQUARE INCH ---:1-r.?-3r VIEW AND A NON-3D VIEW WITHIN THE CONSTRUCTION DOCUMENTS, b DIAPH DIAPHRAGM PSL PARALLEL STRAND LUMBER "?�1;:;;,"_;j,;: GRAVEL.(CUT) THE NON-3D VIEW SHALL GOVERN IN ALL CASES. DIM DIMENSION PW PLYWOOD D DEEP EARTH(CUT) OF DOUGLAS-FIR REF REFERENCE 2. INFORMATION REPRESENTED BY 3D VIEWS,BUT NOT REPRESENTED OLT DOWEL LAMINATED TIMBER REINF REINFORCEMENT Je DT PRE-ENGINEERED DRAG TRUSS REQ'D REQUIRED dO SIMPSON TENSION TIEHOLDOWN ELSEWHERE IN THE CONSTRUCTION DOCUMENTS IS NOT INTENDED TO BE RT PRE-ENGINEERED ROOF TRUSS PART OF THE CONSTRUCTION DOCUMENTS. EA EACH A NUMBER OF KINGS PLUS TRIMMERS EL ELEVATION SBC SEATTLE BUILDING CODE ELEV ELEVATOR SCHED SCHEDULE JOIST SPAN w/HANGER EMBED EMBEDMENT SDI STEEL DECK INSTITUTE EN ENDNAILING SDCI SEATTLE DEPARTMENT OFCONSTRUCTION&INSPECTIONS JOIST SPAN STRUCTURAL ENGR ENGINEER SER STRUCTURAL ENGINEER OF RECORD 7 FOR ENGINEER OF RECORD SF SQUARE FEET DECK SPAN TITLE SHEET =T EQ EQUAL SHTG SHEATHING EQUIV EQUIVALENT SIM SIMILAR E) EXTENT EA FACE EACH FACE. SIMP SIMPSON STRONG-TIE EA SIDE EACH SIDE 506 SLAB ON GRADE OVERFRAMING EA WAY EACH WAY SPCG SPACING (E) EXIST,EXISTING SRC SEATTLE RESIDENTIAL CODE ESR ICC EVALUATION SERVICE REPORT SS STAINLESS STEEL BLOCKED DIAPHRAGM EXP EXPANSION STD STANDARD EXT EXTERIOR STIFF STIFFENER (,* SHEET INDEX STRUC STRUCTURAL CONCRETE COLUMN TYPE FDN FOUNDATION SW SHEAR WALL SHEET FF FINISH FLOOR sQ SQUARE _ _NUMBER SHEET NAME -- SURFACE SLOPE PER ARCHITECT FFE FINISH FLOOR ELEVATION FOC FACE OF CONCRETE T&G TONGUE AND GROOVE S001 STRUCTURAL TITLE SHEET FOM FACE OF MASONRY THK THICK DETAIL REFERENCE NO. S002 STRUCTURAL GENERAL NOTES FOS FACE OF STUD THRD THREADED FS FAR SIDE TMS THE MASONRY SOCIETY ! —S003 - STRUCTURAL GENERAL NOTES FT FEET T&B TOP&BOTTOM SECTION CALLOUTs».» 5004 STRUCTURAL GENERAL NOTES REVISION DATE FTG FOOTING TO TOP OF FT-LB FOOT POUNDS TOC TOP OF CONCRETE �--SHEET REFERENCE NO. S101 FOUNDATION PLAN_ — -—_ TOS TOP OF STEEL S102 SECOND LEVEL FRAMING PLAN GA GAGE TRANSV TRANSVERSE .-DETAIL REFERENCE NO. --`�`- GALV GALVANIZED TRTD TREATED S103 ROOF FRAMING PLAN GC GENERAL CONTRACTOR TS TUBE STEEL ELEVATION CALLOUT S300 STRUCTURAL CONCRETE DETAILS 9 GL GLUE LAMINATED TYP TYPICAL S».»» ------ ---"--'----------------------- GLB GLUE LAMINATED BEAM S301 STRUCTURAL CONCRETE DETAILS GR GRADE UNO UNLESS NOTED OTHERWISE SHEET REFERENCE NO. $6OO STRUCTURAL WOOD DETAILS GT PRE-ENGINEEREDGIROERTRUSS -- GWB GYPSUM WALL BOARD VERT VERTICAL —DETAIL REFERENCE NO. S601 STRUCTURAL WOOD DETAILS DATE JOB NO. VIF VERIFY IN FIELD 10/14/2022 22-133-01 HGR HANGERSTRUCTURAL WOOD DETAILS »HDR HEADER WABO WASHINGTON ASSOCIATION OF BUILDING OFFICIALS s». DETAIL CALLOUT $603 STRUCTURAL WOOD DETAILS HF HEM-FIR W WIDE '-- --------- HSS HOLLOW STRUCTURAL STEEL w/ WITH - SHEET REFERENCE NO. S604 STRUCTURAL WOOD DETAILS HT HEIGHT w/o WITHOUT S605 STRUCTURAL WOOD DETAILS HORIZ HORIZONTAL WF WIDE FLANGE HIGH SIDE WHS WELDED HEADED STUD FOOTING STEP 10 Soo l IBC INTERNATIONAL BUILDING CODE WTS WELDED THREADED STUD ICE INSULATED CONCRETE FORM WWF WELDED WIRE FABRIC IN INCHE..S INT INTERIOR DRAWING NO. DHEUX DESIGN GROUP.INC.:w9II, A ( B I C I D I E I F I G I H I J I K i5ad:;r9p n myla7laei wJmeg4FMfiFq:1 cemirta In-.1.&o1 HA.lesv,Oan.