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GENERAL STRUCTURAL NOTES HALL
<br /> DESIGN CRITERIA DEFERRED SUBMITTALS: P�p4 ws sy CO
<br /> ALL PRE-ENGINEERED,PRE-FABRICATED,AND PRE-MANUFACTURED PRODUCTS DESIGNED BY2018 �e o
<br /> RISKCINTERNATIONAL RESIDENTIAL CODE WITH WASHINGTON STATE AMENDMENTS OTHERS SHALL BE DESIGNED FOR ALL APPLICABLE LOADING AND DEFLECTIONS OUTLINED FASTENING SCHEDULE(IRC R602.3(1))
<br /> RISK CATEGORY II ABOVE.DESIGN SHALL CONFORM TO THE PROJECT DRAWINGS,REFERENCE STANDARDS,AND
<br /> CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT THE GOVERNING CODE. BUILDING ELEMENTS FASTENER TYPE&QTY SPACING&LOCATION
<br /> 440-'2
<br /> GEOTECHNICAL PARAMETERS:IBC 2018 ROOF SCHEDULE
<br /> MINIMUM FROST DEPTH: 18" DRAWINGS,CALCULATIONS,AND PRODUCT DATA FOR THE DESIGN AND FABRICATIONS OF rvF,
<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 10/26n022
<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 /> RISK CATEGORY: II BUILDING AND BUILDING DEPARTMENT AS REQUIRED FOR REVIEW PRIOR TO FABRICATION.FOR
<br /> SEISMIC IMPORTANCE FACTOR Is: 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: S1:0.495 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:1.113g SD1:0.594g RESPONSIBILITY OF THE ENGINEER IN CHARGE OF THE DEFERRED SUBMITTAL ITEMS. 5.RAFTER OR ROOF TRUSS TO TOP PLATE (3) 16d BOX(3}"X0.135") (2)TOE NAILS ON ONE SIDE,1 TOE ,
<br /> SEISMIC DESIGN CATEGORY: D NAIL ON OPPOSITE SIDE s
<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: 6.5 -PREFABRICATEDMETAL-PLATE-CONNECTED WOOD TRUSSES RAFTER/ROOF RAFTER TO RIDGE BEAM (3) 16dBOX(3}"X0.135") END NAIL
<br /> ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE
<br /> Q
<br /> WIND DESIGN DATA: WALL SCHEDULE 3
<br /> ULTIMATE DESIGN WIND SPEED: 100 MPH REINFORCED CONCRETE:
<br /> RISK CATEGORY: II 1. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN >v
<br /> EXPOSURE: B(SUBURBAN) ACCORDANCE WITH ACI315.99 AND 318-14.LAP ALL REINFORCEMENTS IN ACCORDANCE 7.STUD TO STUD 10d BOX(3"X 0.128") 16"O.C.FACE NAIL w D
<br /> WITH THE"REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE"-SEE THIS g, BUILT Ya:
<br /> SNOW DESIGN DATA: SHEET.PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. 16d BOX(3}"X0.135") 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.CONTINUOUS HEADER TOSTUD 4) 8d COMMON(2 "X0.131") TOENAIL
<br /> UNBALANCED ROOF SNOW LOAD: N/A 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" 12.BOTTOM PLATE TO JOIST,RIM JOIST,
<br /> 3.2. FORMED SURFACES EXPOSED TO EARTH(WALLS BELOW GRADE), 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 "X0.131") TOENAIL ry
<br /> FRAMING LUMBER STUDS:HEM FIR(HF)OR SPRUCE PINE FIR(SPF) ABBREVIATIONS: 13. TOP/BOT PLATE TO STUD
<br /> STRUCTURALLUMBER DOUG FIR LARCH#2 AL-ALUMINUM REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE (3)10d BOX(3"X 0.128") END NAIL
<br /> GLULAM 24F-V4DF/DF CHK-CHECKERED 14.TOP PLATES,LAPS AT FACE NAIL
<br /> 00
<br /> CLR-CLEAR
<br /> CL-CENTERLINE Ld,MINIMUM STRAIGHT MINIMUM LAP CORNERS/INTERSECTIONS (3)10d BOX(3"X 0.128") a N
<br /> LIVE LOADS: DEVELOPMENT LENGTHS SPLICE LENGTHS L <
<br /> ROOF 20 PSF EA-EACH BAR MINIMUM TOP BARS OTHERWISE CLASS CLASS B FLOOR SCHEDULE
<br /> FLOOR 40 PSF EF-EACH FACE 19" 25" 29" Ld 1.3xLd
<br /> DECKS 60 PSF FB-FLAT BAR 15.JOIST TO SILL,TOP PLATE OR GIRDER (3) 8d COMMON(2}"X 0.131") TOE NAIL C ~
<br /> GALV-GALVANIZED #4 24" 32" 36" Ld 1.3xLd O O
<br /> CRITERIA: HORZ-HORIZONTAL #5 29" 38" 43" Ld 1.3xLd 16.RIM/BAND JOIST OR BLOCKING TO
<br /> ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE LLV-LONG LEG VERT 44 55" 63" Ld 1.3xLd SILL/TOPPLATE 8d COMMON(2}"X0.131") 6"O.C.TOE NAIL W
<br /> DRAWINGS,SPECIFICATIONS,AND THE INTERNATIONAL RESIDENTIAL CODE(2018 EDITION) O.C.-ON CENTER 04
<br /> PL-PLATE "MINIMUM"IF: 17.LEDGER SUPPORTING JOISTS OR (4) 16d BOX(3}"X 0.135") EA JOIST/RAFTER,FACE NAIL N UJ
<br /> SPECIAL INSPECTIONS TESTS,AND OBSERVATIONS: RB-ROUND BAR MIN COVER OF ONE BAR 0 AND MIN SPACING OF TWO BAR DIAMETERS RAFTERS ;
<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 18.BRIDGING OR BLOCKING TO JOIST W
<br /> SST-STAINLESS STEEL LESS THAN 12"OF FRESH CONCRETE BELOW HORIZONTAL BARS (2) Sd COMMON(2}"X 0.131") EA END,TOE NAIL a r W
<br /> -WOOD T&B-TOP&BOTTOM "TOP BARS"IF:
<br /> PERIODIC INSPECTIONS: VERT-VERTICAL MEETS CRITERIA FOR MIN EXCEPT 12"OR MORE FRESH CONC BELOW 18.SHEAR WALLS PER PLANS PER PLANS V
<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
<br /> Project number
<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 C>ctober,2022
<br /> FRAMING NOTES: REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE Crack JMC
<br /> BUILDING DEPARTMENT INSPECTIONS OR THIRD PARTY SPECIAL INSPECTIONS,OR ANY OTHER � -ALL FRAMING MEMBERS AND BLOCKING SHALL BE 2"NOMINAL OR GREATER.ALL JOINTS IN REQUIRED SPECIAL INSPECTIONS FOR WIND RESISTANCE Checked
<br /> by BH
<br /> INSPECTIONS REQUIRED BY CODE. CONTINUO PERIODIC
<br /> SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING MEMBERS OR CONTINUO PERIODIC Revisions
<br /> GENERAL: COMMON BLOCKING. TYPE US SPECIAL SPECIAL REFERENCED TYPE US SPECIAL SPECIAL REFERENCED No. Dab Description
<br /> LINES SHOWN ON DRAWINGS MAY BE ASSOCIATED WITH CAD MODELING AND MAY NOT • FOR BUNDLED END STUDS,STITCH NAIL TOGETHER WITH FASTENER DIAMETER AND INSPNCTIO INSPNCTIO 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
<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 /> -
<br /> HEADOFTHENAILFLUSHWITHTHESURFACEOFTHESHEATHING.OTHER APPROVED OF THE MAIN SEISMIC FORCE-RESISTING X --- IBC 1705.12.2 OF THE MAIN WINDFORCE-RESISTING X --- IBC 1705.11.1 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 2,SHEARWALLANDSHEARPANELNAILING -
<br /> ALL CONNECTORS IN CONTACT WITH TREATED LUMBER SHALL BEG185 EACH NUT NOT LESS THAN 0.229"WxYIN SIZE. PROVIDE A MINIMUM 6"ANCHOR BOLT WHERESHEAR WALL ND SHE RPANELNAIL X IBC1705.12.2 2.SHEARWALLANDSHEARPANELNAILING
<br /> EMBEDMENT INTO THE FOUNDATION.PROVIDE AN ANCHOR BOLT AT EACH END OF EACHLESS WHERE FASTENERS ARE REQUIRED LESS --- X IBC 1705.11.1
<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 SHEAR WALL PANELS SHALL NOT BE LESSTHAN4'X8',EXCEPT AT BOUNDARIES AND 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 IBC 1705.12.2 ARE REQUIRED LESS THAN 4-INCHES ON --- X IBC 1705.11.1
<br /> WITH ARCHITECTURAL DRAWINGS TO FRAMING MEMBERS OR BLOCKING, CENTER CENTER
<br /> . NAILS SHALL BE LOCATED AT LEAST 318"FROM THE PANEL EDGES.REFERENCE SCHEDULE Jurisdiction
<br /> MOISTURE PROOF ALL 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 ISI6"OC. 5.13RACES --- X IBC 1705.12.2 5.13RACES --- X IBC 1705.11.1
<br /> 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
<br /> TO BE 2X4 @ 16"O.C.UNO. 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 IBC 1705.12.2 6.HOLD DOWNS --- X IBC 1705.11.1
<br /> STUD USED IN BUILT UP HOLDOWN POSTS. 7,EXT CLADDING,ENT&EXT NONBEARING
<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,AND I NT/EXT VEN EER MORE THAN --- X IBC1705.12.5 FRAMING CONNECTIONS
<br /> LUMBER 30 FT ABOVE GRADE B.EXTERIOR WALL COVERING AND WALL
<br /> . TYPICAL TOP PLATE SPLICE:PROVIDE 48"LAP Wl 16d NAILS @ 6"O.C.STAGGERED 8.EXT CLADDING,INT/EXT VENEER X IBC1705.12.5 CONNECTIONS TO ROOF AND FLOOR --- X IBC1705.11.3 STRUCTURAL
<br /> . SUPPORT ALL BEAMS WITH(2)2X STUDS MINIMUM,UNO. WEIGHING MORE THAN 5PSF DIAPHRAGMS AND FRAMING
<br /> . ALL DUCTS,CHASES,PIPE,AND CONDUIT OPENINGS SHALL BE PER ARCHITECTURAL, INTERIOR NOTES
<br /> 9.
<br /> MECHANICAL,PLUMBING,&ELECTRICAL DRAWINGS.CONTACT FOR FOR APPROVAL OF ANY --- X IBC 1705.12.5
<br /> OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL MORE THAN 15 PSF 01 ^ 'V2R;=TT
<br /> DRAWINGS.REFER TO[SHEET]FOR ACCEPTABLE OPENINGS IN FRAMING RF ':;'you rOR FERN)(T
<br /> . FULLY BLOCK FLOOR CAVITY AT ALL POINT LOADS.VERIFY POINT LOADS ARE SUPPORTED
<br /> CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATION SCE
<br /> Scale 1/8"=V-0"
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