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GENERAL STRUCTURAL NOTES 300
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<br /> DEFERRED SUBMITTALS: 4goQ WAS
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<br /> DESIGN2018 INTERNATIONAL RESIDENTIAL CODE WITH WASHINGTON STATE AMENDMENTS ALL PRE-ENGINEERED,PRE-FABRICATED,AND PRE-MANUFACTURED PRODUCTS DESIGNED BY Z Fri �OA�m
<br /> RISK CATEGORY II OTHERS SHALL BE DESIGNED FOR ALL APPLICABLE LOADING AND DEFLECTIONS OUTLINED FASTENING SCHEDULE(I RC R602.3(1)) _
<br /> CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT ABOVE.DESIGN SHALL CONFORM TO THE PROJECT DRAWINGS,REFERENCE STANDARDS,AND BUILDING ELEMENTS FASTENER TYPE&CITY SPACING&LOCATION
<br /> THE GOVERNING CODE. e 44672
<br /> GEOTECHNICAL PARAMETERS:IBC 2018 ROOF SCHEDULE ��'`
<br /> MINIMUM FROST DEPTH: 18" DRAWINGS,CALCULATIONS,AND PRODUCT DATA FOR THE DESIGN AND FABRICATIONS OF SS�oxAt&"
<br /> MAXIMUM NET BEARING: 1,500 PSF STATIC DEFERRED SUBMITTAL ITEMS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL 1.BLOCKING BETWEEN CEILING JOISTS OR (3) 8d COMMON(2}"X0.131") TOENAIL 10n612022
<br /> ENGINEER REGISTERED IN THE STATE OF WASHINGTON WHO IS RESPONSIBLE FOR THE DESIGN RAFTERS TO TOP PLATE
<br /> SEISMIC DESIGN DATA: OF THE ITEMS.DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECTIEOR AND 2.CEILING JOISTS TO TOP PLATE (3) 8d COMMON(2}"X 0.131") PER JOIST,TOE NAIL
<br /> RISKCATEGORY: II BUILDING AND BUILDING DEPARTMENTAS REQUIRED FOR REVIEW PRIOR TO FABRICATION.FOR
<br /> SEISMIC IMPORTANCE FACTOR le: 1.0 REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CRITERIA AND PROJECT DRAWINGS. 3.CEILING JOISTS NOT ATTACHED TO 3) 16d COMMON(3}"X 0.162") FACE NAIL
<br /> MAPPED SPECTRAL RESPONSE ACCELERATION: Si:0.495 g Ss:1.392 g ALL NECESSARY HARDWARE,ANCHORAGE,AND BRACING SPECIFICATION SHALL BE FURNISHED PARALLEL,LAPS OVER PARTITIONS
<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. 5.RAFTER OR ROOF TRUSS TO TOP PLATE (3) 16d BOX(3}"X 0.135") (2)TOE NAILS ON ONE SIDE,1 TOE
<br /> SEISMIC DESIGN CATEGORY: D NAIL ON OPPOSITE SIDE
<br /> SEISMIC FORCE RESISTING SYSTEM: LIGHT FRAMED WOOD SHEAR WALLS THE FOLLOWING ITEMS HAVE BEEN DEFERRED FOR SUBMITTAL TO THE BUILDING OFFICIAL UNTIL
<br /> DESIGN BASE SHEAR: 9,280 LBS AFTER ISSUANCE OF THE BUILDING PERMIT: (4) 16d BOX(3}"X 0.135") TOE NAIL
<br /> SEISMIC RESPONSE COEFFICIENT: 0.171 6. ROOF RAFTERS TO RIDGE,VALLEY/HIP
<br /> RESPONSE MODIFICATION COEFFICIENT: 6.6 -PREFABRICATEDMETAL-PLATE-CONNECTED WOOD TRUSSES RAFTER/ROOF RAFTER TO RIDGE BEAM (3) 16d BOX(3}"X 0.135") END NAIL J u
<br /> ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE
<br /> WIND DESIGN DATA: WALL SCHEDULE
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<br /> ULTIMATE DESIGN WIND SPEED: 100 MPH REINFORCED CONCRETE: w
<br /> RISK CATEGORY: II 1. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN 7.STUD TO STUD
<br /> EXPOSURE: B(SUBURBAN) ACCORDANCE WITH ACI 315-99 AND 318-14.LAP ALL REINFORCEMENTS IN ACCORDANCE
<br /> 10dBOX(3"X0.128") 16"O.C.FACENAIL �+
<br /> WITH THE"REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE"-SEE THIS x
<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. 9.CONTIN000SHEADERTOSTUD 4) 8dCOMMON(2 "X0.131") TOENAIL
<br /> UNBALANCED ROOF SNOW LOAD: NIA 3. CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS,UNLESS
<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 OTHER UNIFORMED SURFACES CAST AGAINST AND 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............................... 3"
<br /> 3.2. FORMED SURFACES EXPOSED TO EARTH(WALLS BELOW GRADE), 12.BOTTOM PLATE TO JOIST,RIM JOIST,
<br /> 16d BOX(3}"X 0.135") 12"O.C. FACE NAIL
<br /> OTHER DESIGN VALUES USED: WATER OR WEATHER(#6 BARS OR SMALLER)........................2" BAND JOIST,OR BLOCKING
<br /> TRUSSES PER TRUSS MANUFACTURER (4) 8d COMMON(2 "X 0.131") TOE NAIL
<br /> FRAMING LUMBER STUDS:HEM FIR(HF)OR SPRUCE PINE FIR(SPF) ABBREVIATIONS: 13. TOP/BOT PLATE TO STUD
<br /> STRUCTURAL LUMBER DOUG FIR LARCH#2 AL-ALUMINUM REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE (3)10d BOX(3"X 0.128") END NAIL N
<br /> GLULAM 24F-V4 DF/DF CHK-CHECKERED 14.TOP PLATES,LAPS AT FACE NAIL
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<br /> CL-CENTERLINE Ld,MINIMUM STRAIGHT MINIMUM LAP CORNERS/INTERSECTIONS (3)10d BOX(3"X0.128") a
<br /> DEVELOPMENT LENGTHS SPLICE LENGTHS
<br /> LIVE LOADS: CLR-CLEAR 0y IV) Q
<br /> ROOF 20 PSF EA-EACH BAR MINIMUM TOP BARS OTHERWISE CLASS A CLASS B FLOOR SCHEDULE
<br /> FLOOR 40 PSF EF-EACH FACE #3 19" 25" 29" Ld 1.3xLd
<br /> DECKS 60PSF FB-FLAT BAR 15.JOIST TO SILL,TOP PLATE OR GIRDER (3) 8d COMMON(2}"X 0.131") TOE NAIL 0 I~
<br /> GALV-GALVANIZED #4 24" 32" 36" Ld 1.3xLd 0 �--
<br /> CRITERIA: HORZ-HORIZONTAL #5 29" 38" 43" Ld 1.3xLd 16.RIM/BAND JOIST OR BLOCKING TO W ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE LLV-LONG LEG VERT #6 44" 55" 63" Ld 1.3xLd SILL/TOPPLATE 8d COMMON(2 1"X 0.131") 6' O.C.TOE NAIL
<br /> DRAWINGS,SPECIFICATIONS,AND THE INTERNATIONAL RESIDENTIAL CODE(2018 EDITION) O.C.-ON CENTER
<br /> PL-PLATE "MINIMUM"IF: 17.LEDGER SUPPORTING JOISTS OR IIN
<br /> SPECIAL INSPECTIONS,TESTS AND OBSERVATIONS: RB•ROUND BAR MIN COVER OF ONE BAR 0 AND MIN SPACING OF TWO BAR DIAMETERS RAFTERS (4) 16d BOX(3}"X 0.135") EA JOIST/RAFTER,FACE NAIL ti ;
<br /> BUILDING OFFICIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH IBC SECTION 110: FIST-REINF.STEEL MIN COVER ONE 0,MIN SPACING OF ONE BAR 0,AND TIES OR STIRRUPS
<br /> SST-STAINLESS STEEL LESS THAN 12"OF FRESH CONCRETE BELOW HORIZONTAL BARS 18.BRIDGING OR BLOCKING TO JOIST (2) 8d COMMON(2}"X 0.131") EA END,TOE NAIL a ui
<br /> -WOOD T&B-TOP&BOTTOM "TOP BARS"IF: r
<br /> PERIODIC INSPECTIONS: VERT-VERTICAL MEETS CRITERIA FOR MIN EXCEPT 12"OR MORE FRESH CONC BELOW 18.SHEAR WALLS PER PLANS PER PLANS
<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 PER PLANS
<br /> - PREFABRICATED PANELIZED SHEAR WALL CONNECTIONS "CLASS A"IF:
<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 /> LAP SPLICES DO NOT MEET CLASS A REQUIREMENTS
<br /> -STRUCTURAL OBSERVATIONS,WHEN REQUIRED BY THE PROVISIONS OF IBC CHAPTER 17,THE
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<br /> OWNER OR OWNER'S AUTHORIZED AGENT SHALL EMPLOY THE FOR TO PERFORM STRUCTURAL TABLE 1705.12 Date
<br /> OBSERVATIONS.STRUCTURAL OBSERVATIONS DO NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR TABLE 1705.11 19 October,2022
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<br /> BUILDING DEPARTMENT INSPECTIONS OR THIRD PARTY SPECIAL INSPECTIONS,OR ANY OTHER FRAMING NOTES: REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE REQUIRED SPECIAL INSPECTIONS FOR WIND RESISTANCE Ch.ekDrawn by JBH
<br /> INSPECTIONS REQUIRED BY CODE. • -ALL FRAMING MEMBERS AND BLOCKING SHALL BE 2"NOMINAL OR GREATER.ALL JOINTS IN ReMalo d by BH
<br /> SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING MEMBERS OR CONTINUO PERIODIC CONTINUO PERIODIC No. Da
<br /> US SPECIAL SPECIAL REFERENCED No. Deb Descrlptlon
<br /> GENERAL: COMMON BLOCKING. TYPE TYPE US SPECIAL SPECIAL REFERENCED �
<br /> LINES SHOWN ON DRAWINGS MAY BEASSOCIATED WITH CAD MODELING AND MAY NOT . FOR BUNDLED END STUDS,STITCH NAIL TOGETHER WITH FASTENER DIAMETER AND INSPECTIO INSPECTIO STANDARD INSPECTIO INSPECTIO STANDARD ,
<br /> REPRESENT REQUIRED OR ALLOWED JOINTS.SEE DETAILS FOR CLARIFICATION ON REQUIRED SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. N N N IN
<br /> AND ALLOWED JOINTS. • ALL NAILS ARE COMMON,UNLESS NOTED OTHERWISE,NAILS SHALL BE DRIVEN WITH THE 1.FIELD GLUING OPERATIONS OF ELEMENTS 1.FIELD GLUING OPERATIONS OF ELEMENTS
<br /> HEAD OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING.OTHER APPROVED OF THE MAIN SEISMIC FORCE-RESISTING X --- IBC1705.12.2 OF THE MAIN WINDFORCE-RESISTING X --- IBC 1705.11.1
<br /> ALL FASTENERS INSTALLED IN TREATED LUMBER SHALL BE HOT-DIP GALVANIZED. FASTENERS SHALL BE DRIVEN AS REQUIRED FOR PROPER INSTALLATION OF THE FASTENER. SYSTEM SYSTEM
<br /> . FOUNDATION ANCHOR BOLTS SHALL HAVE A GALVANIZED STEEL PLATE WASHER UNDER
<br /> ALL CONNECTORS IN CONTACT WITH TREATED LUMBER SHALL BE G185 EACH NUT NOT LESS THAN 0.229"TNT IN SIZE. PROVIDE 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 --- X IBC1705.11.1
<br /> VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH DRAWINGS,DO NOT SCALE PLANS SILL PLATE WITH AN END DISTANCE OF 6". THAN 4-INCHES ON CENTER THAN 4-INCHES ON CENTER
<br /> . ALL SHEARWALL PANELS SHALL NOT BELESSTHAN4XV,EXCEPTATBOUNDARIESAND 3.DIAPHRAGM NAILING WHERE FASTENERS 3.DIAPHRAGM NAILING WHERE FASTENERS
<br /> COORDINATE CURBS AND ELECTRICAL&MECHANICAL FLOOR OPENINGS AND PENETRATIONS CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED ARE REQUIRED LESS THAN 4-INCHES ON --- X IBC1705.12.2 ARE REQUIRED LESS THAN 4-INCHES ON --- X IBC1705.11.1
<br /> WITH ARCHITECTURAL DRAWINGS TO FRAMING MEMBERS OR BLOCKING. CENTER CENTER
<br /> . NAILS SHALL BE LOCATED AT LEAST 3/8"FROM THE PANEL EDGES,REFERENCE SCHEDULE Judsdlction
<br /> MOISTURE PROOFALL BELOW GRADE WALLS PER ARCH SPECIFICATIONS ABOVE AND PLAN FOR EDGE NAIL SPACING.NAILS AT THE INTERMEDIATE FRAMING 4.DRAG STRUTS X IBC 1705.12.2 4.DRAG STRUTS X IBC 1705.11.1 Stamps
<br /> MEMBERS SHALL BE THE SAME SIZE AS NAILS SPECIFIED FOR THE PANEL EDGE NAILING.
<br /> VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO FTG THE MAXIMUM NAIL SPACING AT INTERMEDIATE FRAMING MEMBERS IS 12"OC.THE MAXIMUM
<br /> STUD SPACING IS W OC. 5.BRACES --- X IBC 1705.12.2
<br /> ALL EXTERIOR WALLS TO BE 2X6(c�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 1705.11.1
<br /> TO BE 2X4 @ 16"O.C.LINO. INSTALLATION INSTRUCTIONS TO OBTAIN THE MAXIMUM HARDWARE CAPACITY.
<br /> . EDGE NAILING IS REQUIRED IN ALL HOLDOWN POSTS.EDGE NAILING IS REQUIRED TO EACH 6.HOLD DOWNS --- X IBC1705.12.2 6.HOLD DOWNS --- X IBC1705.11.1
<br /> STUD USED IN BUILT UP HOLDOWN POSTS. 7.EXT CLADDING,ENT&EXT N O N B EA R N G
<br /> . NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. 7.ROOF COVERING,ROOF DECK AND --- X IBC1705.11.3
<br /> . PROVIDE HOT DIPPED GALVANIZED NAILS AND FRAMING CLIPS AT PRESSURE TREATED WALLS,ANDINT/EXT VENEER MORE THAN --- X IBC1705.12.5 FRAMING CONNECTIONS
<br /> LUMBER 30 FT ABOVE GRADE 8.EXTERIOR WALL COVERING AND WALL
<br /> . TYPICAL TOP PLATE SPLICE:PROVIDE 48"LAP W/16d NAILS @ 6"O.C.STAGGERED 8.EXT CLADDING,INT/EXT VENEER CONNECTIONS TO ROOF AND FLOOR -- X IBC1705.11.3
<br /> . SUPPORTALL BEAMS NTH(2)2XSTUDS MINIMUM,UNO. WEIGHING MORE THAN 5PSF X IBC1705.12.5 DIAPHRAGMS AND FRAMING STRUCTURAL
<br /> . ALLDUCTS,CHASES,PIPE,AND CONDUIT OPENINGS SHALL BE PER ARCHITECTURAL, NOTES
<br /> MECHANICAL,PLUMBING,&ELECTRICAL DRAWINGS.CONTACT EOR FOR APPROVAL OF ANY M 9.INTERIOR 15 PSFNONBE RING WALLS WEIGHINT --- X IBC 1705.12.5
<br /> OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL MORE THAN PSF
<br /> DRAWINGS.REFER TO[SHEET]FOR ACCEPTABLE OPENINGS IN FRAMING
<br /> . FULLY BLOCK FLOOR CAVITY AT ALL POINT LOADS.VERIFY POINT LOADS ARE SUPPORTED SO
<br /> CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATION
<br /> Scale 1/8"
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