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ABBREVIATIONS <br />-ENERAL <br />A.B, <br />ANCHOR DOLT <br />EL <br />ELEVATION <br />�b m <br />0ml1m <br />FACE <br />OVERHANG <br />ABV. <br />ADA <br />ABOVE <br />ADDITIONAL <br />ENG. <br />Elm <br />ENGINEER <br />EQUAL <br />�PNG <br />OPENING <br />ADJ. <br />ADJACENT <br />Eal <br />EACH SIDE <br />ORNT.ORIENTATE(ION) <br />ALT. <br />ALTERNATE <br />EXIST. <br />EXISTING <br />P©A <br />POST ABOVE <br />APPRX. <br />APPROXIMATE <br />EXL <br />EXTERIOR <br />Po® <br />POST HELOW <br />ARCW <br />ARCHITECTURAL <br />FFE <br />FINISHED FLOOR ELEVATION <br />PA m <br />PARALLEL <br />AT <br />FAN. <br />FABRICATION <br />P RP® <br />PERKNOI ULLAR <br />Ra <br />BOTTOM <br />FNum <br />FOUNDATION <br />PL. <br />PLATE <br />BEU <br />WELOW <br />FIN. <br />FINImp) <br />Qyt <br />UAM- TI`iY <br />BLDGs <br />BUILDING <br />FLGm <br />FLANGE <br />REFm <br />REFERENCE <br />NDRY. <br />BOUNDARY <br />FLR® <br />FLOOR <br />REO'D <br />REQUIRED <br />B.O. <br />BOTTOM F.— <br />Fm0. <br />FACE OF... <br />R.O. <br />ROUGH OPENING <br />D01 <br />RRIE(ING) <br />®G <br />FRAMING <br />SCNUm <br />SCHEDULE <br />RRGe <br />REARING <br />F3. <br />FAR SIDE <br />SNTm <br />SWEET <br />B/w <br />BETWEEN <br />Igo <br />FOOTING <br />Sim. <br />SMLAR <br />CANT, <br />cANTIb LR(ED) <br />GO <br />GRADE REAM <br />sxw. <br />SKEW(END) <br />cc <br />CENTER OF GRAVITY <br />GRDm <br />GRAM <br />secs <br />SPACING <br />CENTERLINE <br />GWB <br />GYPSUMWALL ®OARO <br />SQm <br />SQUARE <br />CLRm <br />CLEAR <br />HDR. <br />HEAKR <br />STANDARD <br />COS <br />COLUMN <br />HORZ. <br />HORIZONTAL <br />SY R. <br />STAGMR <br />COIN. <br />CONNECTION <br />Lrr <br />INSIDE FACE <br />STIFF. <br />STIFFENER <br />CGKST, <br />CONSTRUCTION <br />INT. <br />INTERIOR <br />STL <br />STEEL <br />C®NT� <br />CONTINUOUS <br />JSTm <br />JOIST <br />STRUC. <br />STRUCTURE(AL) <br />CTS m <br />COUNTERSINK <br />K <br />KIPS 000 POUNDS) <br />SY m <br />SYMETRICAL <br />Dou <br />DOUBLE <br />L ATm <br />LATERAL <br />To <br />TOP <br />9 DIA. <br />DIAMETER <br />UF. <br />LINEAL FEET <br />THRO® <br />THREAO(E ) <br />I11AGa <br />DIAGONAL <br />MATL <br />MATERIAL <br />TNPRYm <br />TEMPORARY <br />DIAPNm <br />DIAPHRAGM <br />." <br />ACHINE BOLT (A307) <br />T.Oo <br />TOP 017— <br />d® <br />DITTO (DO OVER) <br />� e <br />MID —DEPTH <br />TRANS. <br />TRANSVERSE <br />0 <br />DEPTH <br />MFRm <br />MANUFACTURER <br />Typo <br />TYPICAL <br />G4 <br />DRAWING <br />MTLm <br />METAL <br />unc <br />UNIFORM BUILDING CODE <br />DOWELDWL <br />(N) <br />NEW MEMBER <br />U.N.O. <br />UNLESS OTHERWISE NOTED <br />(E) <br />EXISTING MEMNER <br />ks. <br />NEAR SIDE <br />VERT. <br />VERTICAL <br />EA. <br />EACH <br />NmT.S. <br />NOT TO SCALE <br />veya <br />VERIFY <br />Eft <br />EACH PACE <br />O.C® <br />ON CENTER <br />/ <br />WITH <br />%p <br />WORK POINT <br />CONCRETE & <br />MASONRY ABBREVIATIONS <br />c l pP <br />CAST IN PLACE <br />EmeD. E (O NT) <br />P/T POST TENSIONED <br />calm <br />CONTROL JOINT <br />JTA TINT <br />REINF. REINFORCEMENT <br />cMtj <br />CONC. MASONRY UNIT <br />M Wfm LIGHT WEIGHT <br />STk STIRRUP <br />CONC. <br />CONCRETE <br />MA& MASONRY <br />wwr WELDED WIRE FABRIC <br />Ej, <br />EXPANSION JOINT <br />P/C PRECAST CONCRETE <br />WOOD ABBREVIATIONS <br />DaNm BOUNDARY NAIL I1CRa <br />NANCER <br />PmTo <br />PRESSURE TREAT(ED) <br />CAMa CA ED) LSa <br />LAG SCR <br />MYC <br />SHEATHING <br />P Y NAIL) LD R. <br />LEDGER <br />SS <br />SELECT STRUCTURAL <br />01UGLAS FIR LSL <br />TI I R STRAND KAM <br />T G <br />TON DE AND GROOVE <br />E.H. EDGE NAIL LVL <br />MICROLLAM REAM <br />TJ <br />TRUSS JOIST MACMILLAN <br />F.N. FACE NAIL PLYWD, <br />PLYWOOD <br />T.N. <br />TOE NAIL <br />GLO GLUE —LAMINATED BEAM PSL <br />PARALLAM BEAM <br />H1 F, HEM —FIR <br />WALL SCHEDULE <br />PANELSHEAR <br />L <br />ESPLATE <br />TBOTTOM <br />PLATE AND <br />, FMARK <br />SHEATHING <br />IL <br />TOP T <br />T <br />ALL <br />I T 13 <br />FRAMING <br />T <br />PLATE <br />ANCHORING <br />BELOWFRAMING <br />JO CONCRETE <br />9 <br />7/16" PLY, orO.S.G. ONE SIDE <br />MITI® <br />d �"Ooc. <br />A SLIP 1 9co T� <br />SINGLE ROW OLD G OR JOIST <br />16d � �0<�o <br />2X <br />/8� 00 A>Bo -ooc. <br />41 <br />2 <br />7/16' PLY. or O.S.B. ONE SIDE <br />2x STUD <br />d 4"O.c, <br />A�� L4P� � 1���o�, T6 <br />SINGLE ROW BLKG OR JOIST <br />1 d 0 4`0.co <br />2X <br />5/8'0 x16' A>13o ® 3A.C. <br />3 <br />7/16" PLY. or 03.9D ONE SIDE <br />3x STUD <br />8d 0 3'oxc <br />A35 CHIPS 0 8'®.c, TO <br />SINGLE ROW B G OR JOIST <br />1d O../ <br />x1 A.D. 1 0,c. <br />455 <br />14& <br />7/16" PLY. or O.S.H. TWO SIDES <br />3X STAID <br />8d 0 YOXo <br />TWO ROWS LTP4 CLIPS <br />94 OC TO DIAL ROW <br />TWO ROWS <br />1Gd 0 3" DC <br />3X <br />5/W0 020 A.B. 16`ox� <br />CSC I I T <br />M <br />GIRDERALL ES, KAMS AND HEADERS TO HAVE FULL OE <br />TYPICAL ROOF SHEATHING <br />1 /2" CDX PLYWOOD, INDEX 32/169 UNDLOCKE®® LAID UP Wl/ <br />FACE GRAIN PERPENDICULAR TO FRAMING EJELOW, STAGGER END <br />JOINT$. NAIL AS FOLLOWS: <br />DIAPHR C,'M BOUNDARY AND OVER <br />EXTERIOR WALLS AND SLIEA AL.LS_____r._8d 0 6"o.c. <br />ALL SUPPORTED EDGES----------------8d 0 6"o.c. <br />ROOF SHEATHING TO CONTINUE UNDER ROOF OVERFRAMING. <br />3/4" T G3 CDX PLYWOOD, INDEX 4 /20, BLOCKED, LAID UP <br />Wt/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER <br />END JOINTS. NAIL AS FOLLOWS: <br />DIAPHRACM BOUNDARY AND OVER <br />EXTERIOR MALLS AND SIB R A! L—®------ 8d 0 Vo.c. <br />L SUPPORTED EDGES ------����� <br />FIELD---- — — - ---- . — ----a —�����I�d <br />Ma <br />s <br />��' ryry� `'{+^_fit✓ <br />11 322 34` H. DR. SAF, <br />EVERETT, WA 98208 <br />TEU, (42-5) 338 0342, <br />E MAIL, INF0@SA0rt3ENm"gERs,Q0m <br />w <br />0 <br />W <br />3z <br />z� <br />4 <br />w <br />w <br />x <br />REVISIONS Ye <br />DPAWN'. KYS <br />0ALE.' /4°�� <br />� 1 .0lt <br />IFTY OF EVE S T c <br />