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<br /> PLYWOOD SHEATHING: PLYWOOD WEB JOIST: GENERAL NOTES ' � ' �
<br /> ALL PLYWOOD SHALL BE AMERICAN ASSOCIATION CDX-RATED SHEATHING, DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST BLIILDING CODE: �
<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. LOADS:
<br /> REQUIREMENTS OF A.N.S.I./A.S.T.E. B18.6.1 OF GRADE ASTM A584. GRADE
<br /> 1013 TO 1022 STEEL (Fy=193,600 PSI). HORIZONTAL DIAPHRAGM AND CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. ROOF LIVE LOAD =25 PSF (SNOW)
<br /> SHEARWALL CAPACITIES SHALL BE PER THE LATEST EDITION OF I.C.C. DEFLECTION SHALL BE LIMITED AS FOLLOWS:
<br /> ROOF DEAD LOAD =15 PSF
<br /> REPORT ESR-1539.ALL PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL
<br /> THICKNESS, SHALL HAVE THE FOLLOWING SPAN/INDEX RATIO, AND SHALL BE FLOOR LIVE LOAD MAXIMUM =L/480, FLOOR TOTAL MAXIMUM =L/240. FLOOR LIVE LOAD =40 PSF Seattle
<br /> ATTACHEDAS 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 MECHANICALAND APPLIANCE EQUIPMENT. WIND LOAD =1 10 MPH,EXPOSURE B
<br /> INTERMEDIATE SEISMIC DESIGN CATEGORY D2 PO. Box 665 Freeland
<br /> RATIO ATTACHMENT �1(QQQ: Washington 98249
<br /> ATTACHMENT Fo��N�aT�oNs: 206-283-8317
<br /> SAWN LUMBER:
<br /> ROOF 1/2" 32/16 8d @ 6" OC. 8D @ 12" SPREAD FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL 18" MINIMUM BELOW 360-341-1958
<br /> OC. FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF GRADING FINISHED GRADE. FINISHED GRADE IS DEFINED AS TOP OF SLAB FOR INTERIOR pagearch@whidbeylsland.com
<br /> FLOOR 3/4"T&G 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 www.�villiampagearchitects.com '
<br /> 10" COAST LUMBER INSPECTION BUREAU.ALL SAWN LUMBER SHALL BE STAMPED
<br /> SHEAR WALLS 1/2�� 24/0 10d @ 6" OC. 10d Od @ WITH GRADE MARK OF AN APPROVED LUMBER GRADING AGENCYAND SHALL FOOTINGS. DESIGN SOIL BEARING VALUE = 1,500 PSF. Issue/Revisions
<br /> 12�� OC. HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: No. Date Comments
<br /> CONCRETE:
<br /> SCREWS AT FLOOR SHEATHING SHALL BE #8 x 2 1/2" LONG FOR SHEATHING JOISTS: 2x4 DF. N0.2
<br /> LESS THAN 1" NOMINAL THICKNESS,AND SHALL HAVE CURRENT I.C.C. 2x6 OR LARGER DF. N0.2 MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 3,000 PSI TO
<br /> APPROVALASA REPLACEMENT FOR 10d NAILS IN WOOD PANEL DIAPHRAGMS. BEAMS: LESS THAN 4" WIDE DF. N0.2 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. N0.2 DESIGN IS BASED ON f"c OF 2,500 PSI. PER IBC 1705.3, NO SPECIAL INSPECTION
<br /> SHALL BE GLUED TO SUPPORT MEMBERS WITH AN A.P.A.AFG-01 OR ASTM LEDGERS AND TOP PLATES: ALL SIZES DF. N0.2 REQUIRED.
<br /> D3498 QUALIFIED GLUE IN ACCORDANCE WITH A.P.A. FORM E30.AT STUDS: ALL SIZES DF. N0.2
<br /> CONTRACTOR'S OPTION, 10d NAILS MAY BE USED IN LIEU OF SCREWS AT POSTS: ALL SIZES DF. N0.2 ALL CONCRETE CONSTRUCTION SHALL CONFORM TO A.G.I. MECHANICALLY
<br /> FLOOR SHEATHING WITH PRIORAPPROVAL OF OWNER OR ARCHITECT. VIBRATE ALL CONCRETE WHEN PLACE, EXCEPT THAT SLABS ON GRADE NEED TO
<br /> ! �nrnnn �FrvFRai� BE VIBRATE ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC. MAXIMUM
<br /> �' NAILING: SLUMP OF 4 1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A
<br /> � DOUBLE UP FLOOR JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2
<br /> FLOOR, CEILING OR ROOF JOIST 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 /> ' � �' AN HOR TOP AND BOTTOM SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT),
<br /> � _ IMPSON H3 C
<br /> IN WALLS SHALL HAVE A S
<br /> �- DRIVEN FASTENERS MEETING THE REQUIREMENTS I.C.C. ESR 1539 OR BEAR G �
<br /> i \ �_ FULL HEIGHT BLOCKING@ 16
<br /> I, \ OC. W/ (3) l bd NAILS EA. SIDE 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 WITH EDGE NAILING. PROVIDE AREA DOES NOT EXCEED 200 SQUARE FEET. KEYED CONTROL JOINTS NEED ONLY
<br /> ' \��, TOENAIL (1) 8d NAIL @ 6" OC. 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 MAY BE SAW
<br /> '� INTO BLOCKING TYPICAL UNLESS NOTED OTHERWISE TO MEET THE REQUIREMENTS OF I.B.C. 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 /> ' BRACED WALL: GWB. EACH SIDE, FOLLOWING MINIMUM PROPERTIES: PRESSURE TREATED WOOD SHALL BE RETREATED IN FIELD ACCORDANCE FLY ASH, UPON "ARCHITECTS APPROVAL SHALL BE LIMITED TO 18% OF
<br /> � --- FASTENING @ 7" OC. EDGES 8� IN WITH AWPA M4. WOOD CONNECTORS SHALL BE AS MANUFACTURED BY CEMENTITOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2
<br /> ' ,.�- ' FIELD. PENNYWEIGHT SHANK DIAMETER NAIL BENDING YEILD STENGTH, Fby SIMPSON STRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN
<br /> �i � CURRENT AND EQUIVALENT I.C.C.APPROVAL.ALL WOOD CONNECTORS IN �
<br /> 8d 0.131" 100,000 PSI CONTACT WITH PRESSURE TREATED OF FIRE RETARDANT WOOD SHALL BE FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE.
<br /> , �� l bd @ 12" OC. 10d 0.148" 90,000 PSI HOT-DIPPED GALVANIZED STEEL OR APPROVED EQUAL TYPICAL UNLESS
<br /> ; j� 8d NAIL @ 6" OC. INTO BLOCKING ' REINFORGING STEEL�
<br /> � 16d 0.162" 90,000 PSI NOTED OTHERWISE. TYPICAL CONNECTIONS SHALL USE THE FOLLOWING
<br /> ��' FULL HEIGHT BLOCKING@ 16" SIMPSON STRONG-TIE CONNECTORS, UNLESS NOTED OTHERWISE:
<br /> . W 3 1 bd NAILS EA. SIDE FNGINEERED 1/VOOD BEAMS ( PARALLAMI: ASTM A615 (Fy = 50 KSI) DEFORMED g'�R ALLOB RS #3 AND MALL RR NO TACK
<br /> OC BAR FO
<br /> / A615 F 40 KSI DEFORMED S
<br /> ' � � CONNECTION TYPE TYP�CAL CONNECTOR ( Y )
<br /> ' PARALLAM BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: WELDING OF REWFORCING 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:
<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 /> I . Ff�GIf�EERED ���OOD BEAMS (I AMINATED VENEER LUMBERI: EXPOSED TO EARTH OR WEATHER
<br /> D��� I I BWL To Per endicular ,loists #6 BARS OR LARGER 2"
<br /> @ p LAMINATED VENEER LUMBER SHALL HAVE THE FOLLOWING MINIMUM
<br /> ' � Scale 3/4�� - 1�-0° PROPERTIES: Fb = 2,250 PSI, Fv = 285 PSI, Fc (PERPENDICULAR) = 650 PSI, E _ #5 BARS AND SMALLER 1 1/2"
<br /> 1,500,000 PSI. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH ALL OTHER PER A.C.I. 318-1 1 .
<br /> THE LATEST EDITION I.C.C. REPORT ESR-1533.
<br /> LAP SPLICES IN CONCRETE:
<br /> F1� II� R D 1��00D BEAMS ( PARALLEL STRAND LUMBERI: 3583
<br /> LAP SPLICES, UNLESS NOTED OTHERWISE,SHALL BE CLASS "B"TENSION LAP SPLICES ��
<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, Fv = 190 PSI, Fc (PERPENDICULAR) = 600 PSI, E = LENGTH. ALL REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE/
<br /> � �, -- FLOOR, CEILING OR ROOF JOIST 1,800,000 PSI. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH CORROSION.
<br /> VYKIIAI�II JAt�S P�E q_
<br /> � , THE LATEST EDITION I.C.C. REPORT ESR-13876. A'�'E�
<br /> �:,, �� PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT
<br /> �' FULL HEIGHT BLOCKING@ 16"
<br /> ' \ \�, OC. W/ (3) l bd NAILS EA. SIDE ���� !AMINATED TIMBER: ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. REINFORCING BAR
<br /> \� GLU-LAMINATED TIMBERS SHALL BE MANUFACTURED AND INDENTIFIED AS SPACING ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND
<br /> ��_,, TOENAIL (3) 8d NAILS AT EACH 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 /> ; BLOCKWG BEAMS, DOUGLAS FIR COAST REGION, KILN CRIED, A.I.T.C. SPECIFICATION STANDARD 90 DEGREE HOOKS UNLESS NOTED OTHERWISE. SECURELY TIE ALL BARS
<br /> 24F-V4 FOR SIMPLE SPANS,AND 24F-V8 FOR CANTILEVER SPANS (Fb = 2400 W LOCATION BEFORE PLACING CONCRETE.
<br /> ' PSI TENSION, TYPICAL). PROVIDE A.I.T.C. STAMP ON TIMBER AND SUBMIT
<br /> i - -- BRACED WALL CERTIFICATE TO "ARCHITECT". MATERIALS MUST BE OBTAINED FROM AN
<br /> ' A.I.T.C.APPROVED FABRICATOR, ALL GLU-LAM BEAMS SHALL FIT SNUG AND
<br /> i / (3) 8d NAILS AT BLOCKING TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICTED. NO
<br /> j ;� SUBSTITUTION OF OTHER SPECIES. GLU-LAM ADHESIVE TO BE "WET-USE°
<br /> � � TYPE.
<br /> l,
<br /> � FULL HEIGHT BLOCKING@ 16"
<br /> � OC. W/ (3) l bd NAILS EA. SIDE "
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<br /> � D eta � I @ BWL To Parallel Joists
<br /> � 2 Scale 3/4" = 1'-0" -
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<br /> �
<br /> i 3/4"SUBFLOOR ON JOISTS
<br /> I
<br /> II BEAM PER PLAN CONNECT TO
<br /> '+ ' I 4X DF. NO. 2 POST W/ ACE Copyright 2018 William PageArchitects
<br /> , _ Project
<br /> ' Lagoe-Rettenmier Residence
<br /> 0 1816 Wetmore Ave.
<br /> ', Everett, Washington 98201
<br /> CONNECT POST TO CONC. FTG.
<br /> Sheet Title
<br /> ' W/ ABU
<br /> � PROTECT BOTTOM OF POST W/
<br /> I ��°�• 90 FELT Structural Notes
<br /> i �a•
<br /> �, E CONCRETE FOOTING PER
<br /> PLAN Project No. 2018-16
<br /> Date 06/23/2016
<br /> Scale AS NOTED
<br /> Drawn By WJP
<br /> ���� �� ,��,����� � � Checked By WJP
<br /> ■
<br /> ���'����� ��� ���,��� Sheet
<br /> � D eta � I @ Beam to Post A� � 5
<br /> �� „ , „ Structural Notes
<br /> Stru ctu ra I N otes
<br /> Stru ctu ra I N otes
<br /> 1 Scale 3/4 = 1 -0 ___
<br /> of Total Sheets
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