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GENERAL STRUCTURAL NOTES 300
<br /> �P.
<br /> DESIGN CRITERIA DEFERRED SUBMITTALS:
<br /> -2018 INTERNATIONAL RESIDENTIAL CODE WITH WASHINGTON STATE AMENDMENTS ALL PRE-ENGINEERED,PRE-FABRICATED,AND PRE-MANUFACTURED PRODUCTS DESIGNED BY p C,r-$HALL w
<br /> -RISK CATEGORY II OTHERS SHALL BE DESIGNED FOR ALL APPLICABLE LOADING AND DEFLECTIONS OUTLINED FASTENING SCHEDULE(IRC R602.3( )I l)) WAS
<br /> -CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT
<br /> ABOVE.DESIGN SHALL CONFORM TO THE PROJECT DRAWINGS,REFERENCE STANDARDS,AND aT m
<br /> THE GOVERNING CODE. BUILDING ELEMENTS FASTENER TYPE&CITY SPACING&LOCATION
<br /> GEOTECHNICAL PARAMETERS:IBC 2018 A aaert
<br /> MINIMUM FROST DEPTH: 18" DRAWINGS,CALCULATIONS,AND PRODUCT DATA FOR THE DESIGN AND FABRICATIONS OF ROOF SCHEDULE oo
<br /> MAXIMUM NET BEARING: 1,500 PSF STATIC DEFERRED SUBMITTAL ITEMS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL A L $
<br /> ENGINEER REGISTERED IN THE STATE OF WASHINGTON WHO IS RESPONSIBLE FOR THE DESIGN 1.BLOCKING BETWEEN CEILING JOISTS OR (3) 8d COMMON(2}"X 0.131") TOE NAILsrIONA LEG
<br /> SEISMIC DESIGN DATA: OF THE ITEMS.DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT/EOR AND RAFTERS TO TOP PLATE 10n6/2022
<br /> 2.CEILING JOISTE
<br /> P PLATERISKCATEGORY: II BUILDING AND BUILDING DEPARTMENTAS REQUIRED FOR REVIEW PRIOR TO FABRICATION.FOR (3) 8d COMMON(2}"X 0.131") PER JOIST,TOE NAIL
<br /> SEISMIC IMPORTANCE FACTOR Is: 1.0 REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CRITERIAAND PROJECT DRAWINGS. 3.CEILING JOISTTACHED TOMAPPED SPECTRAL RESPONSE ACCELERATION: Si:0.495 g Ss:1.392 g ALL NECESSARY HARDWARE,ANCHORAGE,AND BRACING SPECIFICATION SHALL BE FURNISHED PARALLEL,LAPS RTITIONS 3) 16d COMMON(3}"X 0.162") FACE NAIL
<br /> SITE CLASS: D(DEFAULT) BY THE MANUFACTURER.THE DESIGN AND CONNECTION TO THE PRIMARY STRUCTURE IS THE
<br /> DESIGN SPECTRAL RESPONSE ACCELERATION: SDS:1.113 g SD1:0.594 g RESPONSIBILITY OF THE ENGINEER IN CHARGE OF THE DEFERRED SUBMITTAL ITEMS. S.RAFTER OR ROOF TRUSS TO TOP PLATE 2 TOE NAILS ON ONE SIDE,1 TOE
<br /> SEISMIC DESIGN CATEGORY: D (3) 16d BOX(3}"X 0.135") ( )SEISMIC FORCE RESISTING SYSTEM: LIGHT FRAMED WOOD SHEAR WALLS THE FOLLOWING ITEMS HAVE BEEN DEFERRED FOR SUBMITTAL TO THE BUILDING OFFICIAL UNTIL NAIL ON OPPOSITE SIDE
<br /> DESIGN BASE SHEAR: 9.280 LBS AFTER ISSUANCE OF THE BUILDING PERMIT:
<br /> SEISMIC RESPONSE COEFFICIENT: 0.171 6. ROOF RAFTERS TO RIDGE,VALLEY/HIP (4) 16d BOX(3}"X 0.135") TOE NAIL
<br /> RESPONSE MODIFICATION COEFFICIENT: 6.5 PREFABRICATED METAL-PLATE-CONNECTED WOOD TRUSSES RAFTER/ROOF RAFTER ID RIDGE BEAM ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE (3) 16d BOX(3}"X 0.135") END NAIL
<br /> WIND DESIGN DATA:
<br /> ULTIMATE DESIGN WIND SPEED: 100 MPH REINFORCED CONCRETE: WALL SCHEDULE STUD TO STUD
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<br /> RISKCATEGORY: II 1. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN EXPOSURE: B(SUBURBAN) ACCORDANCE WITH ACI315-99 AND 318-14.LAP ALL REINFORCEMENTS IN ACCORDANCE 7. 10d BOX(3"X 0.128") 16"O.C.FACE NAIL
<br /> NTH THE"REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE"-SEE THIS
<br /> SNOW DESIGN DATA: SHEET.PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. 8. BUILT UP HEADER(2"TO 2"HEADER W/ 16d BOX(3}"X 0.135") 12"O.0 EACH EDGE FACE NAIL
<br /> GROUND SNOW LOAD: 25 PSF 2. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPACER
<br /> SLOPED ROOF SNOW LOAD: 25PSF SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER, 9CONTIN000SHEADERTOSTUD 4) 8dCOMMON(2
<br /> UNBALANCED ROOF SNOW LOAD: WA 3. CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS,UNLESS . "X0.131") TOENAIL
<br /> SNOW EXPOSURE FACTOR Ce: 1.0 OTHERWISE NOTED: 10.TOP PLATE TO TOP PLATE 10d BOX(3"X 0.128") 12"O.C.FACE NAIL
<br /> IMPORTANCE FACTOR,Is: 1.0 3.1. FOOTINGS AND LYEXPOUNIFORMEDEXPOSED
<br /> EARTH.R. ....CES CAST AGAINST
<br /> ...... 3 11.DOUBLE TOP PLATE SPLICE (12)10d BOX(3"X 0.128") FACE NAIL,EA SIDE OF JOINT(24"SPLICE)
<br /> THERMAL FACTOR,Ct: 1.0 PERMANENTLY EXPOSED TO EARTH..........................
<br /> 3.2. FORMED SURFACES EXPOSED TO EARTH(WALLS BELOW GRADE), 12.BOTTOM PLATE TO JOIST,RIM JOIST,
<br /> OTHER DESIGN VALUES USED: WATER OR WEATHER(#6 BARS OR SMALLER)........................2" BAND JOIST,OR BLOCKING 16d BOX(3}"X 0.135") 12"O.C. FACE NAIL
<br /> TRUSSES PER TRUSS MANUFACTURERit
<br /> FRAMING LUMBER STUDS:HEM FIR(HF)OR SPRUCE PINE FIR(SPF) ABBREVIATIONS: 4) 8d COMMON(2 "X 0.131") TOE NAIL l�
<br /> DOUG 13. TOP/BOT PLATE TO STUD
<br /> STRUCTURAL LUMBER 24F-V4 F/DF #2 AL-ALUMINUM REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE (3)10dBOX(3"X0.128") END NAIL
<br /> GLULAM 24F-V4 DF/DF CHK-CHECKERED
<br /> CL-CENTERLINE Ld,MINIMUM STRAIGHT MINIMUM LAP 14.TOP PLATES,LAPS AT ~/_ N
<br /> LIVE LOADS: CLR-CLEAR DEVELOPMENT LENGTHS SPLICE LENGTHS CORNERS/INTERSECTIONS (3)10d BOX(3"X 0.128") FACE NAIL 00
<br /> ROOF 20 PSF EA-EACH C)
<br /> EF
<br /> FLOOR 40 PSF EF-EACH FACE BAR MINIMUM ITOP BARS OTHERWISE CLASS A CLASS B FLOOR SCHEDULE a U) •Q
<br /> DECKS 60 PSF FB-FLAT BAR #3 19" L 29" Ld 1.34d
<br /> GALV-GALVANIZED #4 24" 36" Ld 1.3xLd 15.JOIST TO SILL,TOP PLATE OR GIRDER (3) 8d COMMON(2}"X 0.131") TOE NAILCRITERIA: HORZ-HORIZONTAL #5 29" 43" Ld 1.34d 16.RIM/BANDJOISTORBLOCKINGTOALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE LLV-LONG LEGVERT 8dCOMMON(2}"X0.131") 6"O.C.TOENAILDRAWINGS,SPECIFICATIONS,AND THE INTERNATIONAL RESIDENTIAL CODE(2018 EDITION) O.C.-ON CENTER 42" 63" Ld 1.3xLd SILL/TOP PLATE
<br /> PL-PLATE "MINIMUM"IF: 17.LEDGER SUPPORTING JOISTS OR W
<br /> SPECIAL INSPECTIONS,TESTS AND OBSERVATIONS: RB-ROUND BAR MIN COVER OF ONE BAR 0AND MIN SPACING OF TWO BAR DIAMETERS RAFTERS (4) 16d BOX(3}"X 0.135") EA JOIST/RAFTER,FACE NAIL N W
<br /> -BUILDING OFFICIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH IBC SECTION 110: RST-REINF.STEEL MIN COVER ONE 0,MIN SPACING OF ONE BAR 0,AND TIES OR STIRRUPS
<br /> W r
<br /> SST-STAINLESS STEEL LESS THAN I2"OF FRESH CONCRETE BELOW HORIZONTAL BARS 18.BRIDGING OR BLOCKING TO JOIST (2) 8d COMMON(2}"X0.131") EA END,TOE NAIL- -WOOD T&B-TOP&BOTTOM 'TOP BARS"IF: a
<br /> PERIODIC INSPECTIONS: VERT-VERTICAL MEETS CRITERIA FOR MIN EXCEPT 12"OR MORE FRESH CONC BELOW 18.SHEAR WALLS PER PLANS W
<br /> PER PLANS J"
<br /> - ANCHOR BOLTS,HOLD DOWNS,DRAG STRUT CONNECTIONS,NAILING SIZE AND SPACING PJF-PREMOLDED JOINT "OTHERWISE"IF:
<br /> - VERIFICATION OF MOISTURE CONTENT OF STUDS,PLATES,BEAMS,AND JOISTS FILLER DOES NOT MEET REQUIREMENTS FOR MIN DEVELOPMENT LENGTH 19.ROOF&FLOOR DIAPHRAGMS PER PLANS
<br /> - PREFABRICATED PANELIZED SHEAR WALL CONNECTIONS "CLASSA''IF: PER PLANS
<br /> - 2X AND 3X BOTTOM PLATES AND PLATE WASHERS ONLY HALF OF BARS LAPPED AT ONE LOCATION AND
<br /> CONTINUOUS INSPECTION: TWICE THE REINFORCING FOR TENSION IS PROVIDED
<br /> - FIELD GLUING OPERATIONS "CLASS B"IF:
<br /> -STRUCTURAL OBSERVATIONS,WHEN REQUIRED BY THE PROVISIONS OF IBC CHAPTER 17,THE LAP SPLICES DO NOT MEET CLASS A REQUIREMENTS
<br /> OWNER OR OWNER'S AUTHORIZED AGENT SHALL EMPLOY THE FOR TO PERFORM STRUCTURAL
<br /> OBSERVATIONS.STRUCTURAL OBSERVATIONS DO NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR TABLE 1705.12
<br /> Protect number
<br /> Data ,9
<br /> BUILDING DEPARTMENT INSPECTIONS OR THIRD PARTY SPECIAL INSPECTIONS,ORANY OTHER FRAMING NOTES: TABLE 1705.11 0ctcber 2022REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE orewn
<br /> INSPECTIONS REQUIRED BY CODE. • -ALL FRAMING MEMBERSAND BLOCKING SHALL BE 2"NOMINAL OR GREATER.ALL JOINTS IN REQUIRED SPECIAL INSPECTIONS FOR WIND RESISTANCE Dra" y JMC
<br /> b
<br /> SHEATHING SHALL OCCUR OVERAND BE FASTENED TO COMMON FRAMING MEMBERS OR CONTINUO PERIODIC Checked
<br /> by BH
<br /> GENERAL: COMMON BLOCKING. TYPE US SPECIAL SPECIAL REFERENCED CONTINUO PERIODIC r
<br /> REFERENCED NO eau Daucrlpnon
<br /> LINES SHOWN ON DRAWINGS MAY BE ASSOCIATED WITH CAD MODELING AND MAY NOT • FOR BUNDLED END STUDS,STITCH NAIL TOGETHER WITH FASTENER DIAMETERAND INSPECTIO INSPECTIO STANDARD TYPE US SPECIAL
<br /> INSPECTIO
<br /> SPECIAL AL STANDARD
<br /> REPRESENT REQUIRED OR ALLOWED JOINTS.SEE DETAILS FOR CLARIFICATION ON REQUIRED SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. N N INSPECTIO =
<br /> AND ALLOWED JOINTS. • ALL NAILS ARE COMMON,UNLESS NOTED OTHERWISE.NAILS SHALL BE DRIVEN WITH THE 1.FIELD GLUING-OPERATIONS OFELEMENTS N N
<br /> HEAD OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING.OTHER APPROVED OF THE MAIN SEISMIC FORCE-RESISTING X 1.FIELD GLUINGOPERATIONSOFELEMENTS
<br /> ALL FASTENERS INSTALLED IN TREATED LUMBER SHALL BE HOT-DIP GALVANIZED, FASTENERS SHALL BE DRIVEN AS REQUIRED FOR PROPER INSTALLATION OF THE FASTENER. --- IBC 1705.12.2 OF THE MAIN WINDFORCE-RESISTING X SYSTEM IBC 1705.11.1
<br /> • FOUNDATION ANCHOR BOLTS SHALL HAVE A GALVANIZED STEEL PLATE WASHER UNDER SYSTEM
<br /> ALL CONNECTORS IN CONTACT WITH TREATED LUMBER SHALL BE G185 EACH NUT NOT LESS THAN 0.229'4"4"IN SIZE,PROVIDE A MINIMUM 6"ANCHOR BOLT 2.SHEAR WALL AND SHEAR PANEL NAILING 2.SHEAR WALL AND SHEAR PANEL NAILING
<br /> EMBEDMENT INTO THE FOUNDATION.PROVIDE AN ANCHOR BOLT AT EACH END OF EACH WHERE FASTENERS ARE REQUIRED LESS --- X IBC1705.12.2 WHERE FASTENERS ARE REQUIRED LESS
<br /> VERIFYALL DIMENSIONS AND ELEVATIONS WITH ARCH DRAWINGS,DO NOT SCALE PLANS SILL PLATE WITH AN END DISTANCE OF 6". THAN 4-INCHES ON CENTER X IBC 1705.11.1 4-INCHES ON CENTER
<br /> • ALL SHEARWALL PANELS SHALL NOTBELESSTHAN4'X8',EXCEPTATBOUNDARIESAND 3.DIAPHRAGM NAILING WHERE FASTENERS COORDINATE CURBSAND ELECTRICAL&MECHANICAL FLOOR OPENINGSAND PENETRATIONS CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED gREREQUIREDLESSTHAN4-INCHES ON X IBC1705.12.2 3.DIAPHRAGMNAILINGWHEREFASTENERS
<br /> WITH ARCHITECTURAL DRAWINGS TO FRAMING MEMBERS OR BLOCKING. CENTER ARE REQUIRED LESS THAN4-INCHES ON X IBC 1705.11.1
<br /> • NAILS SHALL BE LOCATED AT LEAST 3/8"FROM THE PANEL EDGES.REFERENCE SCHEDULE CENTER
<br /> MOISTURE PROOF ALL BELOW GRADE WALLS PER ARCH SPECIFICATIONS ABOVE AND PLAN FOR EDGE NAIL SPACING.NAILS AT THE INTERMEDIATE FRAMING Juredictlon
<br /> MEMBERS SHALL BE THE SAME SIZE AS NAILS SPECIFIED FOR THE PANEL EDGE NAILING. 4.DRAG STRUTS --- X IBC 1705.12.2 4.DRAG STRUTS stamps
<br /> VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO FTG THE MAXIMUM NAIL SPACING AT INTERMEDIATE FRAMING MEMBERS IS 12"OC.THE MAXIMUM X IBC 1705.11.1
<br /> STUD SPACING IS 16"OC.ALL EXTERIOR WALLS TO BE 2X6 @ 16"O.C.,TYP UNO.ALL INTERIOR BEARING AND SHEAR WALLS • ALL FRAMING CLIPS AND HARDWARE MUST BE INSTALLED PER THE MANUFACTURER'S 5.BRACES --- X IBC 1705.12.2 5.BRACES
<br /> TO BE 2X4 @ 16"O.C.UNO. INSTALLATION INSTRUCTIONS TO OBTAIN THE MAXIMUM HARDWARE CAPACITY. X IBC 1705.11.1
<br /> • EDGE NAILING IS REQUIRED IN ALL HOLDOWN POSTS.EDGE NAILING IS REQUIRED TO EACH 6.HOLD DOWNS --- X IBC 1705.12.2 6.HOLD DOWNS X IBC 1705.11.1
<br /> STUD USED IN BUILT UP HOLDOWN POSTS. --_
<br /> • NAILSATALL PANEL EDGES SHALL BE STAGGERED. 7.EXT CLADDING,ENT&EXTNONBEARING 7.ROOF COVERING,ROOF DECK AND
<br /> • PROVIDE HOT DIPPED GALVANIZED NAILSAND FRAMING CLIPSAT PRESSURE TREATED WALLS,AND INT/EXT VENEER MORE THAN --- X IBC1705.12.5 FRAMING CONNECTIONS X IBC1705.11.3
<br /> LUMBER 30 FT ABOVE GRADE• TYPICAL TOP PLATE SPLICE:PROVIDE 48"LAP W/16d NAILS @ 6"O.C.STAGGERED . , ER B.EXTERIOR WALL COVERING AND WALL
<br /> $ EXT CLADDING INT/EXT VENE
<br /> • SUPPORTALL BEAMS NTH(2)2X STUDS MINIMUM,UNO. --- X IBC 1705.12.5 CONNECTIONS TO ROOF AND FLOOR X IBC 1705.11.3 STRUCTURAL
<br /> • ALL DUCTS,CHASES,PIPE.AND CONDUITOPENINGS SHALL BE PER ARCHITECTURAL, WEIGHING MORE THAN 5PSF DIAPHRAGMS AND FRAMING
<br /> MECHANICAL,PLUMBING,&ELECTRICAL DRAWINGS.CONTACT EOR FOR APPROVAL OF ANY 9.INTERIOR NONBEARING WALLS WEIGHINT NOTES
<br /> OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL MORE THAN 15 PSF X IBC 1705.12.5
<br /> DRAWINGS,REFER TO[SHEET]FOR ACCEPTABLE OPENINGS IN FRAMING ;1 •,r C
<br /> • FULLY BLOCK FLOOR CAVITY AT ALL POINT LOADS.VERIFY POINT LOADS ARE SUPPORTED �J 1=VVEfl F DR P l i
<br /> CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATION
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