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FERAL STRUCTURAL NOTES
<br /> CRITERIA DEFERRED SUBMITTALS:
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<br /> TERNATIONAL RESIDENTIAL CODE W TH WASHINGTON STATE AMENDMENTS ALL PRE-ENGINEERED,PRE-FABRICATED,AND PRE-MANUFACTURED PRODUCTS DESIGNED BY S
<br /> RISK CATEGORY II OTHERS SHALL BE DESIGNED FOR ALL APPLICABLE LOADING AND DEFLECTIONS OUTLINED FASTENING SCHEDULE(IRC 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 _
<br /> THE GOVERNING CODE. BUILDING ELEMENTS FASTENER TYPE&QTY SPACING&LOCATION
<br /> GEOTECHNICAL PARAMETERS:ISC 2018 A aae;z,�v'° �
<br /> MINIMUM FROST DEPTH: 18" DRAWINGS,CALCULATIONS,AND PRODUCT DATA FOR THE DESIGN AND FABRICATIONS OF ROOF SCHEDULE �On�G`�neAL EN Gt��
<br /> MAXIMUM NET BEARING: 1,500 PSF STATIC DEFERRED SUBMITTAL ITEMS SHALL BEARTHE SEALAND SIGNATURE OFA PROFESSIONAL 1.BLOCKING BETWEEN CEILING JOISTSOR g ss�onntcP
<br /> ENGINEER REGISTERED IN THE STATE OF WASHINGTON WHO IS RESPONSIBLE FOR THE DESIGN RAFTERS TO TOP PLATE ( ) 8d COMMON(2}"X 0.131") TOE NAIL orzsnozz
<br /> SEISMIC DESIGN DATA: OF THE ITEMS,DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT/EOR AND 2.CEILING JOISTS TO TOP PLATE
<br /> RISK CATEGORY: II BUILDING AND BUILDING DEPARTMENT AS REQUIRED FOR REVIEW PRIOR TO FABRICATION.EOR (3) 8d COMMON(2}"X0.13r) PER JOIST,TOE NAIL
<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
<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 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:1.1139 SD1:0.594g RESPONSIBILITY OF THE ENGINEER IN CHARGE OF THE DEFERRED SUBMITTAL ITEMS. 5.RAFTERORROOFTRUSSTOTOPPLATE (3) 16dBOX(3}"X0.135") (2)TOE NAILS ON ONE SIDE,ITOE 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:
<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 -PREFABRICATEDMETAL-PLATE-CONNECTED WOOD TRUSSES RAFTER/ROOF RAFTER TO RIDGE BEAM `
<br /> ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE (3) 16d BOX(3}"X 0.135") END NAIL
<br /> WIND DESIGN DATA: 3 0
<br /> ULTIMATE DESIGN WIND SPEED: 100 MPH REINFORCED CONCRETE: WALL SCHEDULE
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<br />- RISK CATEGORY: II 1. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN _F
<br /> EXPOSURE: B(SUBURBAN) ACCORDANCE NTH ACI315-99 AND 318.14.LAP ALL REINFORCEMENTS INACCORDANCE 7.STUD TOSTUD lOdBOX(3"X0.128") 16"O.C.FACENAIL >u
<br /> WITH THE"REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE"-SEE THIS W
<br /> SNOW DESIGN DATA: SHEET. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. 8. BUILT UP HEADER(2"TO 2"HEADER W/GROUND SNOW LOAD: 25 PSF 2. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPACER) 16d BOX(3}"X 0.135") 12"O.0 EACH EDGE FACE NAIL
<br /> SLOPED ROOF SNOW LOAD: 25PSF SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 9.CONTIN000SHEADERTOSTUD 4) SdCOMMON(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. FOOTINGSPERMANENTLY
<br /> AND OTHER UNIFORMED SURFACES CAS... ...STAND 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 /> 32. FORMED SURFACES EXPOSED TO EARTH(WALLS BELOW GRADE), 12.BOTTOM PLATE TO JOIST,RIM JOIST,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 MANUFACTURER
<br /> FRAMING LUMBER STUDS:HEM FIR(HF)OR SPRUCE PINE FIR(SPF) ABBREVIATIONS: 4) 8d COMMON(2 "X 0.131") TOE NAIL
<br /> STRUCTURALLUMBER DOUG FIR LARCH#2 AL-ALUMINUM REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE 13. TOP/BOTPLATE TO STUD rl C
<br /> GLULAM 24F-V4 DF/DF CHK-CHECKERED (3)10d BOX(3"X 0.128") END NAIL
<br /> CL-CENTERLINE Ld,MINIMUM STRAIGHT MINIMUM LAP 14.TOP PLATES,LAPS AT FACE NAIL Q 00
<br /> LIVE LOADS: CLR-CLEAR DEVELOPMENT LENGTHS SPLICE LENGTHS CORNERS/INTERSECTIONS (3)lOd BOX(3"X0.128")
<br /> ROOF 0PSF EA-EACH
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<br /> FLOOR 0PSF EF-EACH FACE
<br /> BAR MINIMUM ITOP BARS OTHERWISE CLASS CLASS FLOOR SCHEDULE a N Q
<br /> DECKS 60 PSF FB-FLAT BAR #3 19" 25" 29" Ld 1.3xLd
<br /> 15.JOIST TO SILL,TOP PLATE OR GIRDER ( }' ) TOE NAIL C F-
<br /> GALV-GALVANIZED #4 24" 32" 36" Ld 1.3xLd (3) 8d COMMON 2 'X 0.131" O �
<br /> CRITERIA: HORZ-HORIZONTAL #5 29" 38" 43" Ld 1.3xLd
<br /> ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE LLV-LONG LEG VERT 16.RIM/BAND JOIST OR BLOCKING TO O
<br /> DRAWINGS,SPECIFICATIONS,AND THE INTERNATIONAL RESIDENTIAL CODE(2018 EDITION) O.C.-ON CENTER 42" 55" 63" Ld 1.3xLd SILL/TOP PLATE 8d COMMON(2}"X 0.131") 6"O.C.TOE NAIL r W
<br /> PL-PLATE "MINIMUM"IF: 17.LEDGER SUPPORTING JOISTS OR
<br /> SPECIAL INSPECTIONS,TESTS AND OBSERVATIONS: IRS-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 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 /> 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 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 rr
<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 PREFABRICATED PANELIZED SHEAR WALL CONNECTIONS "CLASS A"IF: . PER PLANS
<br /> - 2X AND 3X BOTTOM PLATES AND PLATE WASHERS ONLY HALF OF BARS LAPPED ATONE 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 Proles number
<br /> OBSERVATIONS.STRUCTURAL OBSERVATIONS DO NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR TABLE 1705.12 TABLE 1705.11 Date 19 Oc BUILDING DEPARTMENT INSPECTIONS OR THIRD PARTY SPECIAL INSPECTIONS,ORANY OTHER FRAMING NOTES: tober,2022REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE REQUIRED SPECIAL INSPECTIONS FOR WIND RESISTANCE CONTINUO PERIODIC JMC
<br /> GENERAL: ore""by
<br /> INSPECTIONS REQUIRED BY CODE. • -ALL FRAMING MEMBERS AND BLOCKING SHALL BE 2"NOMINAL OR GREATER.ALL JOINTS IN Chedcetl by gH
<br /> SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING MEMBERS OR CONTINUO PERIODIC Revisions
<br /> COMMON BLOCKING. TYPE US SPECIAL SPECIAL REFERENCED No. Date Dsscrlption
<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 INSPECTIO INSPECTIO US SPECIAL SPECIAL REFERENCED
<br /> STANDARD TYPE
<br /> REPRESENT REQUIRED OR ALLOWED JOINTS.SEE DETAILS FOR CLARIFICATION ON REQUIRED SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. N IN INSPECTIO INSPECTIO STANDARD 2
<br /> AND ALLOWED JOINTS. • ALL NAILS ARE COMMON,UNLESS NOTED OTHERWISE.NAILS SHALL BE DRIVEN WITH THE N IN1.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 --- IBC 1705.12.2 OF THE MAIN WINDFORCE-RESISTING X ---
<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 IBC 1705.11.1
<br /> • FOUNDATION ANCHOR BOLTS SHALL HAVE A GALVANIZED STEEL PLATE WASHER UNDER SYSTEM
<br /> ALLCONNECTORS IN CONTACTWITH TREATED LUMBER SHALL BE G185 EACH NUT NOT LESS THAN 0229"x3"x3"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 IBC 1705.12.2 WHERE FASTENERS ARE REQUIRED LESS ---
<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 X IBC 1705.11.1
<br /> ALL SHEAR WALL PANELS SHALL NOT BE LESS THAN 4'XV,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 HERE 1`ES ON X IBC 1705.11.1
<br /> WITH ARCHITECTURAL DRAWINGS TO FRAMING MEMBERS OR BLOCKING. CENTER
<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 Judsdictlon
<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 X IBC 1705.11.1 stamps
<br /> ERIFY 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 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 5.13RACES --- X IBC 1705.12.2 S.BRACES X IBC 1705.11.1
<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.HOLDDOWNS 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 ^r-•,ir�i- c -�
<br /> 7.ROOF COVERING,ROOF DECK AND --- X IBC 1705.11.3 - -
<br /> • PROVIDE HOT DIPPED GALVANIZED NAILSAND FRAMING CLIPSAT PRESSURE TREATED WALLS,AND INT/EXT VENEER MORE THAN --- X IBC 1705.12.5 FRAMING CONNECTIONS `� •% �'-%" '
<br /> LUMBER 30 FT ABOVE GRADE 8.EXTERIOR WALL COVERING AND WALL
<br /> • TYPICAL POR TOP PLATE SPLICE:)2X STUDS
<br /> MINIMUM,
<br /> W/16d NAILS @ 6"O.C.STAGGERED 8.EXT CLADDING,INT/EXT VENEER CONNECTIONS TO ROOF AND FLOOR --- X IBC 1705.11.3
<br /> • SUPDUCT ,CHASMSWITH(2)2XSTUDSMINIMUM,UNO. WEIGHING MORE THAN 5PSF X IBC1705.12.5 STRUCTURAL
<br /> • ALL DUCTS,CHASES,PIPE,AND CONDUIT OPENINGS SHALL BE PERARCHITECTURAL, DIAPHRAGMS AND FRAMING
<br /> MECHANICAL,PLUMBING.&ELECTRICAL DRAWINGS.CONTACT EOR FOR APPROVAL OF ANY 9.INTERIOR NONBEARING WALLS WEIGHINT X IBC1705.12.5 NOTES
<br /> OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL MORE THAN 15 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
<br /> CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATION
<br /> Soil
<br /> Scale 1/8"=1'-0"
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