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GENERAL STRUCTURAL NOTES ALLDEFERREDNGINEETTALS:
<br /> ALL PRE-ENGINEERED,PRE-FABRICATED,AND PRE-MANUFACTURED PRODUCTS DESIGNED BY
<br /> OTHERS SHALL BE DESIGNED FOR ALL APPLICABLE LOADING AND DEFLECTIONS OUTLINED FASTENING SCHEDULE(IRC R602.3(1))
<br /> ABOVE.DESIGN SHALL CONFORM TO THE PROJECT DRAWINGS,REFERENCE STANDARDS,AND
<br /> THE GOVERNING CODE. BUILDING ELEMENTS FASTENER TYPE&CITY SPACING&LOCATION
<br /> DESIGN CRITERIA DRAWINGS,CALCULATIONS,AND PRODUCT DATA FOR THE DESIGN AND FABRICATIONS OF ROOF SCHEDULE
<br /> 2018 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS DEFERRED SUBMITTAL ITEMS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL
<br /> RISK CATEGORY II 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 NAIL
<br /> CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT OF THE ITEMS.DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECTIEOR AND RAFTERS TO TOP PLATE
<br /> BUILDING AND BUILDING DEPARTMENT AS REQUIRED FOR REVIEW PRIOR TO FABRICATION.EOR 2.CEILING JOISTS TO TOP PLATE (3) 8d COMMON(2}"X0.131") PER JOIST,TOE NAIL
<br /> GEOTECHNICALPARAMETERS:
<br /> 18" REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CRITERIA AND PROJECT DRAWINGS
<br /> MINIMUM FROST DEPTH: ,
<br /> MINIMUM NET BEARING: 1,500 PSF STATIC(ASSUMED) ALL NECESSARY HARDWARE,ANCHORAGE,AND BRACING SPECIFICATION SHALL BE FURNISHED 3.CEILING JOISTS NOT ATTACHED TO 3) 16d COMMON(3 Z"X 0.162") FACE NAIL
<br /> BY THE MANUFACTURER.THE DESIGN AND CONNECTION TO THE PRIMARY STRUCTURE IS THE PARALLEL,LAPS OVER PARTITIONS
<br /> SEISMIC DESIGN DATA: RESPONSIBILITY OF THE ENGINEER IN CHARGE OF THE DEFERRED SUBMITTAL ITEMS. (2)TOE NAILS ON ONE SIDE,1 TOE
<br /> RISK CATEGORY: II S.RAFTER OR ROOF TRUSS TO TOP PLATE (3) 16d BOX(3}"X 0.135")
<br /> SUBMITTAL DOCUMENTS FOR THE FOLLOWING COMPONENTS AND SYSTEMS ARE REQUIRED TO NAIL ON OPPOSITE SIDE
<br /> SEISMIC IMPORTANCE FACTOR le: 1.0 BE REVIEWED AND APPROVED BY THE ENGINEER-OF-RECORD(EOR)IN ACCORDANCE WITH IBC
<br /> MAPPED SPECTRAL RESPONSE ACCELERATION: Si:0.4 g Ss:1.25 g SECTION 107.3.THE SUBMITTALS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER(S) (4) 16d BOX(3 "X 0.135") TOE NAIL
<br /> SITE CLASS: D(DEFAULT) 6. ROOF RAFTERS TO RIDGE,VALLEY/HIP
<br /> DESIGN SPECTRAL RESPONSE ACCELERATION: SDS:0.83 g SD1:N/A LICENSED IN THE STATE H HE APPROVED
<br /> THE FOR SHALL PER WINGSORMA COMPREHENSIVE REVIEW
<br /> SEISMIC DESIGN CATEGORY: D FOR CONFORMANCE WITH THE APPROVED CONSTRUCTION DRAWINGS AND THE REFERENCED RAFTER/ROOF RAFTER TO RIDGE BEAM (3) 16d BOX(3}"X 0.135") END NAIL
<br /> SEISMIC FORCE RESISTING SYSTEM: LIGHT FRAMED WOOD SHEAR WALLS BUILDING CODES.THE FOR SHALL MARK THE SUBMITTALS AS APPROVED FOR CONSTRUCTION
<br /> DESIGN BASE SHEAR: 5,863 LBS PRIOR TO FABRICATION AND ERECTION BY THE MANUFACTURER(S)AND CONTRACTOR(S),
<br /> WALL SCHEDULE
<br /> SEISMIC RESPONSE COEFFICIENT: 0.13
<br /> PREFABRICATED ROOF TRUSSES
<br /> RESPONSE MODIFICATION COEFFICIENT: 6.5
<br /> ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE REINFORCED CONCRETE: 7.STUD TO STUD 10d BOX(3"X 0.128") 16"O.C.FACE NAIL
<br /> 1. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN
<br /> WIND DESIGN DATA: ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL REINFORCEMENTS IN ACCORDANCE 8. BUILT UP HEADER(2"TO2"HEADER W/
<br /> ULTIMATE DESIGN WIND SPEED: 110 MPH WITH THE"REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE"-SEE THIS SPACER) 16d BOX(3}"X 0.135") 12"O.0 EACH EDGE FACE NAIL
<br /> RISK CATEGORY: II SHEET. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. 9,CONTINUOUS HEADER TO STUD 4) 8d COMMON(2 12"X 0.131") TOE NAIL
<br /> EXPOSURE: B 2. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS
<br /> SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 10.TOP PLATE TO TOP PLATE 10d BOX(3"X 0.128") 12"O.C.FACE NAIL
<br /> SNOW DESIGN DATA: 3. CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS,UNLESS
<br /> GROUND SNOW LOAD: 25 PSF OTHERWISE NOTED: 11.DOUBLE TOP PLATE SPLICE (12)10d BOX(3"X 0.128") FACE NAIL,EA SIDE OF JOINT(24"SPLICE)
<br /> SLOPED ROOF SNOW LOAD: 25 PSF 3.1. FOOTINGS AND OTHER UNIFORMED SURFACES CAST AGAINST AND 12.BOTTOM PLATE TO JOIST,RIM JOIST,
<br /> UNBALANCED ROOF SNOW LOAD: n/a PSF PERMANENTLY EXPOSED TO EARTH............................... 3" BAND JOIST,OR BLOCKING 16d BOX(3}"X 0.135") 12' O.C. FACE NAIL
<br /> SNOW DRIFT n/a PSF 3.2. FORMED SURFACES EXPOSED TO EARTH(WALLS BELOW GRADE), (4) 8d COMMON(2 "X 0.131") TOE NAIL
<br /> SNOW EXPOSURE FACTOR Ce: 1.0 WATER OR WEATHER(#6 BARS OR SMALLER)........................2" 13. TOP/BOT PLATE TO STUD
<br /> IMPORTANCE FACTOR,Is: 1.0 (3)10d BOX(3"X 0.128") END NAIL
<br /> THERMAL FACTOR,Ct: 1.1 ABBREVIATIONS: 14.TOP PLATES,LAPS AT
<br /> AL-ALUMINUM REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE CORN ERS/INTERSECTIO N S (3)10d BOX(3"X 0.128") FACE NAIL
<br /> OTHER DESIGN VALUES USED: CHK-CHECKERED r,77Ld,MINIMUM STRAIGHT MINIMUM LAP
<br /> TRUSSES PER TRUSS MANUFACTURER CL-CENTERLINE FLOOR SCHEDULE
<br /> FRAMING LUMBER STUDS:HEM FIR CUR-CLEAR DEVELOPMENT LENGTHS SPLICE LENGTHS 9
<br /> STRUCTURAL LUMBER DOUG FIR LARCH#2 EA-EACH KBAR MINIMUM TOP BARS OTHERWISE CLASS A CLASS B 6�HAL k
<br /> GLULAM 24F-V4 DF/DF EF-EACH FACE 15.JOIST TO SILL,TOP PLATE OR GIRDER (3) 8d COMMON(2}"X 0.131") TOE NAIL 2 R was row
<br /> FB.FLAT BAR 19" 26' 29" Ld 1.3xLdLIVE LOADS: GALV-GALVANIZED 24" 32" 36" Ld 1.3xLd 16.RIM/BAND JOIST OR BLOCKING TO 8d COMMON(2 J"X 0.131") 6"O.C.TOE NAIL
<br /> ROOF #5 29" 38" 43" Ld 1.34d SILL/TOP PLATE
<br /> 20PSF HORZ-HORIZONTAL
<br /> FLOOR 40 PSF LLV-LONG LEG VERT 42 55" 63" Ld 1.3x1d 17.LEDGER SUPPORTING JOISTS OR (4) 16d BOX(3}"X 0.135") EA JOIST/RAFTER,FACE NAIL SSroNAL�'�^
<br /> DECKS 60 PSF O.C.-ON CENTER "MINIMUM"IF: RAFTERS 10113=3
<br /> PL-PLATE
<br /> CRITERIA: RB-ROUND BAR MIN COVER OF ONE BARD AND MIN SPACING OF TWO BAR DIAMETERS 18.BRIDGING OR BLOCKING TO JOIST (2) 8d COMMON(2}"X 0.131") EA END,TOE NAIL
<br /> ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE RST-REINF.STEEL MIN COVER ONE 0,MIN SPACING OF ONE BAR 0,AND TIES OR STIRRUPS
<br /> DRAWINGS,SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE(2018 EDITION) SST-STAINLESS STEEL LESS THAN 12"OF FRESH CONCRETE BELOW HORIZONTAL BARS 18.SHEAR WALLS PER PLANS PER PLANS
<br /> T&B-TOP&BOTTOM 'TOP BARS"IF:
<br /> SPECIAL INSPECTIONS TESTS AND OBSERVATIONS: VERT.VERTICAL MEETS CRITERIA FOR MIN EXCEPT 12"OR MORE FRESH CONC BELOW
<br /> -BUILDING OFFICIAL INSPECTIONS SHALL BE PERFORMED INACCORDANCEWITHIBCSECTION110: PJF-PREMOLDEDJOINT 'OTHERWISE"IF: 19.ROOF&FLOOR DIAPHRAGMS PER PLANS PER PLANS z
<br /> -ANCHORAGE FILLER DOES NOT MEET REQUIREMENTS FOR MIN DEVELOPMENT LENGTH Z
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<br /> INSTALLATION OF POST INSTALLED ANCHORS:PERIODIC "CLASS A"IF:
<br /> WOOD ONLY HALF OF BARS LAPPED AT ONE LOCATION AND
<br /> PERIODIC INSPECTIONS: TWICE THE REINFORCING FOR TENSION IS PROVIDED
<br /> - ANCHOR BOLTS,HOLD DOWNS,DRAG STRUT CONNECTIONS,NAILING SIZE AND "CLASS IT'IF: _
<br /> SPACING LAP SPLICES DO NOT MEET CLASS A REQUIREMENTS G
<br /> - VERIFICATION OF MOISTURE CONTENT OF STUDS,PLATES,BEAMS,AND JOISTS 16
<br /> - PREFABRICATED PANELIZED SHEAR WALL CONNECTIONS
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<br /> - 2X AND 3X BOTTOM PLATES AND PLATE WASHERS
<br /> CONTINUOUS INSPECTION: FRAMING NOTES:
<br /> - FIELD GLUING OPERATIONS -ALL FRAMING MEMBERS AND BLOCKING SHALL BE 2"NOMINAL OR GREATER.ALL JOINTS IN
<br /> SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING MEMBERS OR
<br /> -STRUCTURAL OBSERVATIONS,WHEN REQUIRED BY THE PROVISIONS OF IBC CHAPTER 17,THE COMMON BLOCKING.
<br /> OWNER OR OWNER'S AUTHORIZED AGENT SHALL EMPLOY THE FOR TO PERFORM STRUCTURAL • FOR BUNDLED END STUDS,STITCH NAIL TOGETHER WITH FASTENER DIAMETER AND
<br /> J
<br /> OBSERVATIONS.STRUCTURAL OBSERVATIONS DO NOT INCLUDE OR WAIVE THE RESPONSIBILITY SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM.
<br /> FOR BUILDING DEPARTMENT INSPECTIONS OR THIRD PARTY SPECIAL INSPECTIONS,OR ANY • ALL NAILS ARE COMMON,UNLESS NOTED OTHERWISE.NAILS SHALL BE DRIVEN WITH THE
<br /> OTHER INSPECTIONS REQUIRED BY CODE. HEAD OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING.OTHER APPROVED Z
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<br /> FASTENERS SHALL BE DRIVEN AS REQUIRED FOR PROPER INSTALLATION OF THE FASTENER. O
<br /> GENERAL: • FOUNDATION ANCHOR BOLTS SHALL HAVE A GALVANIZED STEEL PLATE WASHER UNDER F Z
<br /> LINES SHOWN ON DRAWINGS MAY BE ASSOCIATED WITH CAD MODELING AND MAY NOT EACH NUT NOT LESS THAN 0.229"xTx3"IN SIZE. PROVIDE A MINIMUM 6"ANCHOR BOLT u Q
<br /> REPRESENT REQUIRED OR ALLOWED JOINTS.SEE DETAILS FOR CLARIFICATION ON REQUIRED EMBEDMENT INTO THE FOUNDATION. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH U a
<br /> AND ALLOWED JOINTS.ALL FASTENERS INSTALLED IN TREATED LUMBER SHALL BE HOT-DIP SILL PLATE WITH AN END DISTANCE OF 6". U
<br /> GALVANIZED. • ALL SHEAR WALL PANELS SHALL NOT BE LESS THAN 08',EXCEPT AT BOUNDARIES AND Lu
<br /> CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED r'
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<br /> VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH DRAWINGS,DO NOT SCALE PLANS TO FRAMING MEMBERS OR BLOCKING.
<br /> • NAILS SHALL BE LOCATED AT LEAST 318"FROM THE PANEL EDGES,REFERENCE SCHEDULE a
<br /> COORDINATE CURBS AND ELECTRICAL&MECHANICAL FLOOR OPENINGS AND PENETRATIONS ABOVE AND PLAN FOR EDGE NAIL SPACING. NAILS AT THE INTERMEDIATE FRAMING
<br /> WITH ARCHITECTURAL DRAWINGS MEMBERS SHALL BE THE SAME SIZE AS NAILS SPECIFIED FOR THE PANEL EDGE NAILING.
<br /> THE MAXIMUM NAIL SPACING AT INTERMEDIATE FRAMING MEMBERS IS 12"OC.THE MAXIMUM
<br /> MOISTURE PROOF ALL BELOW GRADE WALLS PER ARCH SPECIFICATIONS STUD SPACING IS 16"OC.
<br /> • ALL FRAMING CLIPS AND HARDWARE MUST BE INSTALLED PER THE MANUFACTURER'S
<br /> VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO FTG INSTALLATION INSTRUCTIONS TO OBTAIN THE MAXIMUM HARDWARE CAPACITY.
<br /> • EDGE NAILING IS REQUIRED IN ALL HOLDOWN POSTS.EDGE NAILING IS REQUIRED TO EACH
<br /> ALL EXTERIOR WALLS TO BE 2X6 @ 16"O.C.,TYP UNO.ALL INTERIOR BEARING AND SHEAR STUD USED IN BUILT UP HOLDOWN POSTS.
<br /> WALLS TO BE 2X4 16"O.C.UNO. • NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. PRINTED:
<br /> • PROVIDE HOT DIPPED GALVANIZED NAILS AND FRAMING CLIPS AT PRESSURE TREATED 10.13.23
<br /> LUMBER
<br /> • TYPICAL TOP PLATE SPLICE:PROVIDE W LAP W/16d NAILS @ 6"O.C.STAGGERED
<br /> • SUPPORT ALL BEAMS WITH(2)2X STUDS MINIMUM,UNO.
<br /> • ALL DUCTS,CHASES,PIPE,AND CONDUIT OPENINGS SHALL BE PER ARCHITECTURAL,
<br /> MECHANICAL,PLUMBING,&ELECTRICAL DRAWINGS,CONTACT FOR FOR APPROVAL OF ANY
<br /> OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL
<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
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