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1 <br /> ,ice ABBREVIATIONS `'y <br /> aiis <br /> 1. FRAMING LUMBER:SHALL BE KILN DRIED OR MC-19(MOISTURE CONTENT LESS THAN 198), (The following apply unless shown otherwise on the plans) <br /> AND GRADED AND MARKED IN CONFORMANCE WITH W.C.LI.B.STANDARD GRADING RULES FOR iliii <br /> WEST COAST LUMBER NO.17.FURNISH TO THE FOLLOWING MINIMUM STANDARDS: <br /> JOISTS:(2X,3X,AND 4X MEMBERS) DOUGLAS FIR NO.2 <br /> SEAMS AND STRINGERS:(INCLUDING 6X AND LARGER MEMBERS) . DOUGLAS FIR NO.I d• Penny(Nails) UN. Linear <br /> e Diameter U. Live Load <br /> POSTS AND TIMBERS: DOUGLAS FIR NO.I LLH Long Leg Horizontal Naliii <br /> A.B. Anchor Bolt LLV Long Leg Vertical <br /> STUDS.PLATES&MISCELLANEOUS LIGHT FRAMING' . . . DOUGLAS FIR NO.2 ADD'L Additional 31111. <br /> ALT. Atter <br /> nate MAX. Material <br /> 2. WOOD SHFgTNBTII SRN! BE APA RATED,EXTERIOR GLUE;EXPOSURE 1,IN CONFORMANCE APPROX. <br /> ROX. Approxirtwte MAX. Maximum <br /> Illidiii. <br /> WITH THE REQUIREMENTS FOR THEIR TYPE IN DOG PS—I OR PS-2.SEE PLANS FOR THICKNESS, MFR. Manufacturer <br /> PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. B/ Bottom of MIN. Minimum <br /> BLDG. Building MISC. Miscellaneous <br /> UNLESS OTHERWISE NOTED ON THE PLANS,ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH BIWN. Between OP <br /> FACE GRAIN PERPENDICULAR TO SUPPORTS.ALL FLOOR SHEATHING EDGES SHALL HAVE NO. Number <br /> APPROVED TONGUE AND GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. fL Centerline NON. Nominal <br /> ALLOW)f,'SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. NTS. Not to Scale <br /> TOENAIL BLOCKING TO SUPPORTS WIM(2)10d—F NAILSCR <br /> AT EACH END•UNLESS OTHERWISE L Center to Center <br /> NOTED.AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT AU. LPear ooc,.,. PACW1el QOppOpATIM <br /> CMU Concrete Masonry Unit O.C. On Center <br /> UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPACED PER PLANS.WHERE NOT NOTED CNTR. Center O.D. Outside Diameter <br /> O.H. Opposite Hand <br /> OTHERWISE,NAIL PANEL EDGES WITH 8d NAILS 0 6'O.C.EDGES,12'O.C.IN THE FIELD. COL Column <br /> CONC. Concrete PC Precast <br /> 3. A 1 WOII1 BEARING ON UNPROTECTED CONCRETE OR MASONRY,EXPOSED TO WEATHER CONST. Construction <br /> OR WITHIN 8'OF FINISHED GRADE SHALL BE PRESSURE TREATED.U.O.N.PRESSURE TREATMENT PERM. Permanent <br /> SMALL BE WITH AN APPROVED PRESERVATIVE AND BRANDED WITH A QUALITY CONTROL DEG. Degree PERP. Perpendicular SEA-FLEMING <br /> AGENCY MARK BY THE AMERICAN WOOD PRESERVERS BUREAU OR EQUAL ALL METAL DBL Double R or P Plate <br /> HARDWARE IN CONTACT WITH TREATED WOOD SHALL BE PROTECTED WITH A G185 GALVANIZED DET Detail PREFAB. Prefabricated <br /> COATING(ZUAX)OR BETTER.ALL NAILS IN TREATED WOOD SHALL BE HOT—DIP GALVANIZED OR DIA Diameter PROJ. Project <br /> ) <br /> BETTER.PROVIDE 2 LAYERS OF 30+ASPHALT IMPREGNATED BUILDING PAPER BETWEEN DIAG. Diagonal PSF. Pound per Square Foot (NEW BULD <br /> NON—PRESSURE—TREATED LEDGERS,BLOCKING,ETC.,AND CONCRETE OR MASONRY. DIM. Dimension P.T. Post—Tensioning <br /> DO Ditto PSI. Pound per Square Inch 8320 EVERGREEN WAY <br /> 4. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONG—TIE'BY DWG. Drawing P/T Pressure—Treated EVERETT,WA 98208 <br /> SIMPSON COMPANY,AS SPECIFIED IN THEIR CATALOG NO.C-2013.EQUIVALENT DEVICES BY RAD. Radius ABN COUNTY <br /> OTHER MANUFACTURERS MAY BE SUBSTITUTED,PROVIDED THEY HAVE I.C.C.OR IAPAq UES (E) Existing or Reinforcement <br /> APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.CONNECTORS SHAT BE SIZED TO EA. Each REINF.REF. ReinforceReinfnce <br /> MATCH THE SIZE OF THE FRAMING MEMBERS BEING CONNECTED.PROVIDE NUMBER AND SIZE OF EL Elevation READ. Required <br /> FASTENERS AS SPECIFIED BY MANUFACTURER.CONNECTORS SHALL BE INSTALLED IN EMBED. Embedment Length <br /> REV.ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.WHERE CONNECTOR STRAPS EQUIP. Equipment R.O. Rough Opening ' �!� <br /> CONNECT TWO MEMBERS,PLACE ONE—HALF OF THE NAILS OR BOLTS IN EACH MEMBER.All ENGR. Engineer 1 <br /> BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THE SCH.or <br /> HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.UNLESS NOTED FAB. Fabricate <br /> OTHERWISE.ALL NAILS SHALL BE COMMON.ALL SHIMS SHALL BE SEASONED AND DRIED AND FEIN. Foundation SCHED. Schedule <br /> THE SAME GRADE(MINIMUM)AS MEMBERS CONNECTED.ALL BOLTS TIGHTENED TO SNUG TIGHT. FIN. Finish SECT. Sheet <br /> /! <br /> FLP Floor SIM. Similar AMP+ <br /> FRP Fiber Reinforced Polymer <br /> 6. WOOD FASTENERS: FT. Foot or Feet SOCA Slab On Grade !. A$SOG)ATESC <br /> A NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: FIG. Footing SPEC. Specification , <br /> SQ. Square .. <br /> DRAWING ID NAIL NAMF NAL DIAMETER IAV.1E1 GA Gauge SQ.FT. Square Feet 19401 40TH AVE.W.,SUITE 304 <br /> 6d Common 0.113" 2' ( V Galvanized SQ.IN. Square Inch(inches) LYNNWOOD,WA 98036 <br /> "BdBox 8d Box 0.113" 21¢" GRD, Grade STD. Standard PHONE: <br /> 740-6390 <br /> 0 8140 <br /> "8d" 8d Common 0.131' 2)/' GRND. Ground SR. Steel <br /> "10d—F' 10d Framer 0.131" 3" 5TR. Structural WWW.CAMPASSOC.COM <br /> 'toeHORIZ. Horizontal SUB. Substitute <br /> 164' 164 She164 Sinker <br /> 0.148" 2Y" HSS Hollow Structural Section SYM. Symmetrical <br /> 16d" r 0.148" Ss' HT. Height PROJECT MANAGER' MTM <br /> IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS.THEY SHALL SUBMIT NAIL T/ Top of <br /> SPECIFICATIONS TO THE STRUCTURAL ENGINEER(PRIOR TO CONSTRUCTION)FOR REVIEW AND I.D. Inside Diameter T&B Top and Bottom <br /> APPROVAL I.F. Inside Face THRU Through <br /> IN. Inch T.Q.C. Top of Concrete PREPARED BY. GA <br /> B. f1AILS—SHEATHING FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING INFO. Information T.O.S. Top of Steel <br /> WITH NO COUNTERSINKING PERMITTED. I T.O.W. Top of Wall --._ <br /> C. ... 1••x1 , xr , .. I. _,1 „a.. 1,1 —ALL NAILS.BOLTS AND METAL Jr. Joint TRANS. <br /> Transverse <br /> be vSteel <br /> APPROVED BY. MTM <br /> PLATES IN CONTACT WITH PRESSURE TREATED(INCLUDING FIRE—RETARDANT TREATED)LUMBER KSF Kips per Square Foot TYP. Typical <br /> SHALL BE HOT DIPPED GALVANIZED. KSI Kips per Square Inch <br /> UON or UNO:Unless Otherwise Noted <br /> 6. IOD( FRAMING NOTES THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: <br /> VIE or V.I.F Verify in Field 2 GA 01/22/19 FINAL PERMIT ISSUE <br /> A ALL WOOD FRAMING DFTAII'T NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE 1 GA 01/11/17 FINAL PERMIT ISSUE <br /> MINIMUM STANDARDS OF THE WE.MINIMUM NAIUNG,UNLESS OTHERWISE NOTED.SHALL CONFORM W/or w/ With <br /> TO IBC TABLE 2304.9.1.COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH WD Wood 0 GA 12/15/16 PREUM PERMIT ISSUE <br /> MECHANICAL AND ARCHITECTURAL DRAWINGS.PROVIDE WASHERS UNDER THE HEADS AND NUTS W/O Without A GA 10/17/16 PREUM PERMIT ISSUE <br /> OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD.TIGHTEN BOLTS AND LAG SCREWS SNUGLY WP Work Point <br /> AGAINST WOOD FRAMING AFTER WOOD HAS REACHED SPECIFIED MOISTURE CONTENT. X SECT. Cross Section PLAN IEVEWElI$SIGNATURE <br /> B. WALLFRAMING•ALL BEARING AND SHEAR WALLS SHOWN MD NOT OTHERWISE NOTED X—STR Extra Strong <br /> SHALL BE 2 x 4 STUDS O 16"0.C.AT INTERIOR WALLS AND 2 x 6 O 16"0.C.AT EXTERIOR <br /> WALLS.TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF AU.BEARING AND SHEAR <br /> WALLS AND AT EACH SIDE OF ALL OPENINGS.SOUD BLOCKING FOR WOOD COLUMNS SHALL BE <br /> PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. <br /> ALL BEARING STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD <br /> FRAMING BELOW WITH I6d NAILS AT 8"O.C.STAGGERED OR BOLTED TO CONCRETE WITH 5/8' <br /> DIAMETER ANCHOR BOLTS WITH 3'x3'x1/4'PLATE WASHERS 0 4'-0'0.C.,UNLESS INDICATED <br /> OTHERWISE.INDIVIDUAL MEMBERS OF BUILT UP POSTS SHALL BE NAILED TO EACH OTHER WITH <br /> 104—F NAILS 0 12'O.C.STAGGERED.REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR <br /> REQUIRED SHEATHING AND NAIUNG.WHEN NOT OTHERWISE NOTED,PROVIDE GYPSUM <br /> WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES <br /> ATTACHED TO ALL STUDS,TOP AND BOTTOM PLATES AND BLOCKING WITH SCREWS AT 8'O.C. ENGINEERS STAN <br /> USE I-1/4'W/f6 SCREWS FOR 1/2"GWB AND 5/8"GWB WHERE OCCURS.USE I-1/4'W/ <br /> /6 GALVANIZED SCREWS FOR 1/2'GWB AND 5/8"EXTERIOR GYPSUM SHEATHING,WHERE RTS <br /> OCCURS. VERIFY THE FIRE ASSEMBLY REQUIREMENTS WHERE APPLICABLE WITH THE ARCHITECT. 't o1'N4Sq' s <br /> C. fl OOR AND ROOF FRAMING•PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONSa-e �� <br /> THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN ��/ '0/ v�•/ <br /> FLOORS OR ROOFS UNLESS OTHERWISE NOTED.PROVIDE SOUD BLOCKING AT AU_BEARING 2� '� <br /> POINTS.NAIL ALL MULTI JOIST BEAMS TOGETHER WITH 10d—F NAILS 0 B'0.0.STAGGERED /0110 <br /> UNLESS OTHERWISE NOTED. - <br /> , L 01/22/19 <br /> D. IMMELDDERIESTIMI PROVIDE THE FOLLOWING SIMPSON CONNECTORS AT TYPICAL <br /> FRAMING UNLESS OTHERWISE NOTED ON PLAN OR DETAIL PROVIDE CCO/ECCQ CAPS AND PBS <br /> BASES AT POSTS.PROVIDE BC BASE WHERE POST BEARS ON WOOD FRAMING BELOW. 8FE£T NAME <br /> PROVIDE LOS SERIES HANGERS FOR 2X FLOOR AND ROOF JOISTS.CONNECTORS SHALL BE <br /> SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS BEING CONNECTED. <br /> STRUCTURAL <br /> NOTES <br /> SHEET NUMBER <br /> � <br /> 51.1 <br /> t /tf/ PROJECT NURSER <br />