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Fl YWOOn SHEATHING.' - PLYWOOD WEB JOIST; ( -- NSA William Page
<br /> ALL PLYWOOD SHALL BE AMERICAN ASSOCIATION CDX-RATED SHEATHING, DESIGN,FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST BIM DING(Y1nF Architects
<br /> ORIENTED STRAND BOARD OR BETTER,SHALL BEAR THE STAMP OF AN EDITION I.C.C.REPORT ESR-1153 FOR TJI(ESR-1405 FOR PRI JOIST 1225 FOR
<br /> - APPROVED TESTING AGENCY.STAGGER JOINTS AT ROOF AND FLOORS.ALL PWI 1305 FOR LPI).CONNECTIONS AND BEARING MATERIAL TO BE SHOP 2015 EDITION OF THE INTERNATIONAL BUILDING AND RESIDENTIAL CODE.
<br /> NAILING SHALL BE COMMON NAILS OR EQUAL.WHERE SCREWS ARE USED CONNECTED TO JOISTS AND DESIGNED AND FURNISHED BY JOIST
<br /> FOR WOOD TO WOOD ATTACHMENTS,USE WOOD SCREWS MEETING THE FABRICATOR. 1 OA S
<br /> REQUIREMENTS OF A.N.S.I./AS.T.E.818.6.1 OF GRADE ASTM A584.GRADE '
<br /> 1013 TO 1022 STEEL(Fy=193,600 PSI).HORIZONTAL DIAPHRAGM AND CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. LOAD =20 PSF(SNOW)
<br /> ROOF LIVE LL LOAD =15 PSF
<br /> SHEARWALL CAPACITIES SHALL BE PER THE LATEST EDITION OF I.C.C. DEFLECTION SHALL BE LIMITED AS FOLLOWS: ROOF LIVE
<br /> REPORT ESR-1539.ALL PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL FLOOR LIVE LOAD =40 POE Seattle
<br /> THICKNESS,SHALL HAVE THE FOLLOWING SPAN/INDEX RATIO,AND SHALL BE FLOOR LIVE LOAD MAXIMUM=L/480,FLOOR TOTAL MAXIMUM=L/240.
<br /> ATTACHED AS FOLLOWS,UNLESS NOTED OTHERWISE: FLOOR DEAD LOAD =15 PSF Whidbey Island
<br /> ADDITIONAL JOISTS SHALL BE SUPPLIED AS-REQUIRED TO SUPPORT STAIR LIVE LOAD =100PSF
<br /> USE THICKNESS SPAN/INDEX EDGE I MECHANICAL AND APPLIANCE EQUIPMENT. WIND LOAD =110 MPH,EXPOSURE8
<br /> INTERMEDIATE SEISMIC DESIGN CATEGORY D2 P.O.Box 665 Freeland
<br /> RATIO ATTACHMENT WOODS Washington 98249
<br /> ATTACHMENT FOUNDATIONS.:
<br /> SAWN LUMBER: 206-283-8317
<br /> ROOF 1/2" 32/16 8d @6'DC. ED @ 12" SPREAD FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED SOIL 18"MINIMUM BELOW 360-341-1958
<br /> DC. " FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF GRADING FINISHED GRADE.FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR INTERIOR paWearm@wi,WWe alane mm
<br /> FLOOR 3/4"TBG 40/20 SCREWS @6" SCREWS@ RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST FOOTINGS AND LOWEST ADJACENT GRADE WITHIN 5 FEET FOR PERIMETER .rv.wie;ampacearctute<ss com
<br /> 10" COAST LUMBER INSPECTION BUREAU.ALL SAWN LUMBER SHALL BE STAMPED FOOTINGS.DESIGN SOIL BEARING VALUE=1500
<br /> _ SHEAR WALLS 1/2' 24/0 10d @ 6'OC. 10d Od , PSF.@ WITH GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL - Issue/Revisions
<br /> 12"OC. HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: No. Date Comments
<br /> _
<br /> CONCRETE.
<br /> SCREWS AT FLOOR SHEATHING SHALL BE#8 x 2 1/2"LONG FOR SHEATHING JOISTS: 2x4 DF.NO.2
<br /> LESS THAN 1"NOMINAL THICKNESS,AND SHALL HAVE CURRENT I.C.C. 2x6 OR LARGER DF.NO.2 MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,000 PSI TO
<br /> APPROVAL AS A REPLACEMENT FOR 10d NAILS IN WOOD PANEL DIAPHRAGMS. BEAMS: WIDTH 4"OR LESS OF.NO.2 COMPLY WITH EXPOSURE REQUIREMENTS OF IBC TABLE 1904.2.2.STRUCTURAL
<br /> SCREWS PER I.C.C.ER-5280 OR APPROVED EQUAL.ALL FLOOR SHEATHING GREATER THAN 4" DF.NO.2 DESIGN IS BASED ON Cc OF 2,500 PSI.PER IBC 1705.3,NO SPECIAL INSPECTION
<br /> SHALL BE GLUED TO SUPPORT MEMBERS WITH AN APA AFG-01 ORASTM LEDGERS AND TOP PLATES: ALL SIZES DF.NO.2 REQUIRED.
<br /> D3498 QUALIFIED GLUE IN ACCORDANCE WITH APA FORM E30.AT ' STUDS: ALL SIZES DF.NO.2
<br /> CONTRACTOR'S OPTION,10d NAILS MAY BE USED IN LIEU OF SCREWS AT POSTS: ALL SIZES DF.NO.2 ALL CONCRETE CONSTRUCTION SHALL CONFORM TO A.G.I.MECHANICALLY
<br /> FLOOR SHEATHING WITH PRIOR APPROVAL OF OWNER ORARCHITECT. - VIBRATE ALL CONCRETE WHEN PLACE,EXCEPT THAT SLABS ON GRADE NEED TO
<br /> WOOD GFNFRAI- BE VIBRATE ONLY AT TRENCHES.FLOOR DUCTS,TURNDOWNS,ETC.MAXIMUM
<br /> Mum: SLUMP OF 4 1/Z'FOR CONCRETE WITHOUT PLASTICIZER.IF PLASTICIZER IS USED.A
<br /> DOUBLE UP FLOOR JOISTS AND BLOCKING UNDER PARTITIONS.PROVIDE 2" HIGHER FINAL SLUMP MAY BE ALLOWED UPON APPROVAL BY"ARCHITECT.
<br /> ALL NAILS SHALL CONFORM TO ASTM F1667.ALL NAILING SHALL BE WITH SOLID BLOCKING AT SUPPORTS OF ALL JOISTS.DOUBLE UP STUDS AT JAMBS
<br /> COMMON WIRE NAILS OR APPROVED EQUAL ALL NAILING SHALL BE POWER AND BEAMS GREATER THAN 5'-0"SPAN.EVERY OTHER STUD OF WOOD FRAME UNLESS APPROVED OTHERWISE IN WRITING BY THE"ARCHITECT',ALL CONCRETE
<br /> DRIVEN FASTENERS MEETING THE REQUIREMENTS I.C.C.ESR-1539 OR BEARING WALLS SHALL HAVEA SIMPSON H3 ANCHOR TOP AND BOTTOM, SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS(KEYED OR SAW CUT),
<br /> APPROVED EQUAL.ALL NAILS AND FASTENERS IN PRESSURE TREATED OR EXCEPT AT THOSE WALLS WHERE PLYWOOD SHEATHING IS DIRECTLY AS SHOWN ON FOUNDATION.FLOOR OR SITE PLAN.SUCH THAT THE ENCLOSED
<br /> FIRE RETARDANT WOOD SHALL BE HOT-DIPPED GALVANIZED STEEL, ATTACHED TO THE TOP AND BOTTOM PLATES WITHEDGENAILING.PROVIDE -1 AREA DOES NOT EXCEED 200 SQUARE FEET,KEYED CONTROL JOINTS NEED ONLY
<br /> STAINLESS STEEL,SILICON BRONZE,COPPER,OR APPROVED EQUAL, 2x SOLID BLOCKING AT MID HEIGHT OF BEARING STUD WALLS.ALL NAILING OCCUR AT EXPOSED EDGES DURING POURING,ALL OTHER JOINTS MAYBE SAW
<br /> TYPICAL UNLESS NOTED OTHERWISE TO MEET THE REQUIREMENTS OF I.B.C. I - NOT NOTED SHALL BE ACCORDING TO TABLE 2304.9.1 OF THE INTERNATIONAL ( CUT.
<br /> SECTION 2304,9.5.NAILS SPECIFIED BY PENNYWEIGHT SHALL HAVE THE BUILDING CODE.ALL FIELD CUT ENDS,NOTCHES AND DRILLED HOLES OF
<br /> FOLLOWING MINIMUM PROPERTIES: PRESSURE TREATED WOOD SHALL BE RETREATED IN FIELD ACCORDANCE j FLY ASH.UPON"ARCHITECTS APPROVAL SHALL BE LIMITED TO 18%OF
<br /> WITH AWPA M4.WOOD CONNECTORS SHALL BE AS MANUFACTURED BY i CEMENTITOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2
<br /> PENNYWEIGHT SHANK DIAMETER NAIL BENDING VELD STENGTH,Fby SIMPSON STRONG-TIE COMPANY,INC.OR OTHER MANUFACTURER WITH RELATIVE TO CEMENT REPLACED.NO FLY ASH ADDITIVES SHALL BE USED IN
<br /> CURRENT AND EQUIVALENT I.C.C.APPROVAL.ALL WOOD CONNECTORS IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE.
<br /> 8d 0.131" 100,000 PSI CONTACT WITH PRESSURE TREATED OF FIRE RETARDANT WOOD SHALL BE
<br /> 10d 0.148" 90.000 PSI HOT-DIPPED GALVANIZED STEEL OR APPROVED EQUAL,TYPICAL UNLESS REINFORCING STFFI
<br /> 16d 0.162" • 90,000 PSI NOTED OTHERWISE.TYPICAL CONNECTIONS SHALL USE THE FOLLOWING
<br /> •
<br /> ' SIMPSON STRONG-TIE CONNECTORS,UNLESS NOTED OTHERWISE:
<br /> FNGINFFRFD WOOD REAMS(PARAI I AML ASTM A6I5(Fy=60 KSI)DEFORMED BARS FOR ALL BARS#4 AND LARGER.ASTM
<br /> . CONNECTION TYPE TYPICAL CONNECTOR A615(Fy=40 KSI(DEFORMED BARS FOR ALL BARS#3 AND SMALLER.NO TACK
<br /> PARALLAM BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: - j WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF
<br /> Fb=2,900 PSI,Fv=290 PSI,Fc(PERPENDICULAR)=750 PSI.E=2,000.000 PSI. POST TO FOUNDATION:. ABU TYPE POST BASE PROCEDURE.LASEST A.C.I.CODE AND DETAILING MANUAL APPLY.CLEAR
<br /> DESIGN,FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST POST TO BEAM: PC TYPE POST CAP CONCRETE COVERAGES AS FOLLOWS: I
<br /> EDITION I.C.C.REPORT ESR-1387. JOIST TO BEAM: LU TYPE HANGER
<br /> BEAM TO BEAM: HU TYPE HANGER ( CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
<br /> FNGINFFRFD WOOD RFAMR(I AMINATED VFNFFR I IIMRFR5 - EXPOSED TO EARTH OR WEATHER
<br /> H6 BARS OR LARGER 2" .
<br /> LAMINATED VENEER LUMBER SHALL HAVE THE FOLLOWING MINIMUM )
<br /> #5 BARS AND SMALLER 1 1/2"
<br /> PROPERTIES:Fb=2,250 PSI,Fa=285 PSI,Fc(PERPENDICULAR)=650 PSI,E= ALL OTHER PER A.C.I.318-11.
<br /> 1,500,000 PSI.DESIGN,FABRICATION AND ERECTION INACCORDANCE WITH (
<br /> THE LATEST EDITION I.C.C.REPORT ESR-1533. ) LAP SPLICES IN CONCRETE:
<br /> FNGINFFREO WOOD REAMS(PARAI I FI STRAND I IIMRFR):
<br /> LAP SPLICES,UNLESS NOTED OTHERWISE,SHALL BE CLASS"B"TENSION LAP SPLICES 35E8
<br /> • PARALLEL STRAND LUMBER STUDS SHALL HAVE THE FOLLOWING MINIMUM - PER LATEST EDITION OF A.C.I.318.STAGGER SPLICES A MINIMUM OF ONE LAP PER
<br /> PROPERTIES:Fb=2,400 PSI,Fa=190 PSI,Fc(PERPENDICULAR)=600 PSI,E= LENGTH.ALL REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE/ i I/� - /
<br /> 1,800,000 PSI.DESIGN,FABRICATION AND ERECTION IN ACCORDANCE WITH CORROSION. IB IAGE B.
<br /> THE LATEST EDITION I.C.C:REPORT ESR-13876. YAIIWA JA
<br /> (
<br /> AIL•
<br /> pl I I I AMINATFn TIMBER• •
<br /> PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT
<br /> ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS.REINFORCING BAR
<br /> . GLU-LAMINATED TIMBERS SHALL BE MANUFACTURED AND INDENTIFIED AS I •
<br /> ( SPACING ARE MAXIMUM ON CENTERS.ALL BARS PER CRSI SPECIFICATIONS AND
<br /> REQUIRED IN A.I.T.C.A 1901.1 AND ASTM D 3737.GLU-LAMINATED WOOD HANDBOOK.DOWEL ALL VERTICAL REINFORCING INTO FOUNDATION WITH
<br /> BEAMS,DOUGLAS FIR COAST REGION,KILN CRIED,ALT.C.SPECIFICATION • I STANDARD 90 DEGREE HOOKS UNLESS NOTED OTHERWISE.SECURELY TIE ALL BARS
<br /> 24F-V4 FOR SIMPLE SPANS,AND 24F-V8 FOR CANTILEVER SPANS(Pb=2400 IN LOCATION BEFORE PLACING CONCRETE.
<br /> PSI TENSION,TYPICAL).PROVIDE A.I.T.C.STAMP ON TIMBER AND SUBMIT
<br /> CERTIFICATE TO"ARCHITECT".MATERIALS MUST BE OBTAINED FROM AN
<br /> AlTO.APPROVED FABRICATOR.ALL GLU-LAM BEAMS.SHALL FIT SNUG AND
<br /> TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICTED.NO
<br /> SUBSTITUTION OF OTHER SPECIES.GLU-LAMADHESIVE TO BE"WET-USE" •
<br /> TYPE.
<br /> •
<br /> I
<br /> I I
<br /> Capyright20t9 Waam PageNNUiilear
<br /> Project
<br /> Residence
<br /> 2609-Chestnut Street
<br /> Everett,Washington
<br /> Sheet Title
<br /> Structural Notes
<br /> Project No. 2019-10
<br /> Date 52/072019
<br /> I
<br /> Scale AS NOTED
<br /> Drawn By lISP
<br /> I • Checked By WIP
<br /> Sheet
<br /> Structural Notes . Structural Notes i Structural Notes A-Sh �a
<br /> II of 10 Total Sheets
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