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GENERAL STRUCTURAL NOTES LARSEN
<br /> ARCHITECT
<br /> r AIA
<br /> CRITERIA
<br /> 9845 NE 27th Street
<br /> (The following apply unless shown otherwise on the plans)
<br /> Bellevue,WA 98004
<br /> 1. ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, 16. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR- WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES(GANGNAIL OR EQUAL).SUBMIT SHOP DRAWINGS NAILS-PLYWOOD(APA RATED SHEATHING)FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF
<br /> SPECIFICATIONS,AND THE INTERNATIONAL BOWING CODE(2012 EDITION). ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260,C494,AND C618. AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHEATHING WITH NO COUNTERSINKING PERMITTED. 425.442.1350
<br /> TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE SUBMITTED DOCUMENTS SHALL BE SIGNED AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE
<br /> 2. DESIGN LOADING CRITERIA: ACI 318 TABLE 4.4.1 MODERATE EXPOSURE,F1 OF WASHINGTON.PROVIDE FOR SHAPES,BEARING POINTS,INTERSECTIONS,HIPS,VALLEY,AND INTERSECTION ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THE HEADS AND
<br /> ROOF UVE LOAD 25 PSF AREAS(USE OF GIRDER TRUSSES,JACK TRUSSES,STEP-DOWN TRUSSES,ETC.)SHALL BE DETERMINED BY THE NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD.INSTALLATION OF LAG BOLTS SHALL CONFORM TO
<br /> FLOOR LIVE LOAD(RESIDENTIAL) 40 PSF 17. REINFORCING STEEL SHALL CONFORM TO ASTM A615(INCLUDING SUPPLEMENT 51),GRADE 60,Fy=60,000 PSI MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS.PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(2005 EDITION)WITH A LEAD BORE HOLE OF
<br /> SNOW Pf-25 PSF EXCEPTIONS:ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40,Fy=40,000 PSI. GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS.PROVIDE FOR ALL TEMPORARY 60 TO 70 PERCENT OF THE SHANK DIAMETER.LEAD HOLES ARE NOT REQUIRED FOR 3/8"AND SMALLER LAG
<br /> MISCELLANEOUS LOADS WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE AND PERMANENT TRUSS BRACING AND BRIDGING. SCREWS.
<br /> PARTITION LOADING 15 PSF CONFORMING TO ASTM A615,GRADE 60,Fy-60,0000 PSI.
<br /> UVE LOAD DEFLECTION L/360 26. PLYWOOD SHEATHING SHALL BE GRADE C-0,EXTERIOR GLUE OR STRUCTURAL II,EXTERIOR GLUE IN
<br /> TOTAL LOAD DEFLECTION L/240 CONFORMANCE WITH DOC PS 1 OR PS 2.ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS,EXPOSURE 33. NOTCHES AND HOLES IN WOOD FRAMING:
<br /> SNOW Ce-1.0,Is=1.0,Ct=1.1,Pg=25 PSF,Pf-20 PSF 18. DETAILING OF REINFORCING STEEL(INCLUDING HOOKS AND BENDS)SHALL BE IN ACCORDANCE WITH ACI 315-99 RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD.
<br /> AND 318-11.LAP ALL CONTINUOUS REINFORCEMENT#5 AND SMALLER 40 BAR DIAMETERS OR 2'-0"MINIMUM. A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ONE-FOURTH THE
<br /> WIND Iw-1.0,GCpi-0.18,110 MPH,RISK CATEGORY II,E%POSURE"B" PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.LAP CORNER BARS#5 AND SMALLER 40 ROOF SHEATHING SHALL BE 5/8"(NOMINAL)WITH SPAN RATING 32/16. JOIST DEPTH.NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN JOISTS SHALL NOT EXCEED ONE-SIXTH
<br /> EARTHQUAKE ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE BAR DIAMETERS OR 2'-0"MINIMUM.LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-08, THE DPETH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN.HOLES BORED IN SOUD
<br /> • LATERAL SYSTEM:LIGHT FRAMED SHEAR WALLS,Vs=20 KIPS CLASS B.LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8"AT SIDES AND ENDS. FLOOR SHEATHING SHALL BE MIN.3/4"(NOMINAL)WITH SPAN RATING 48/24(SAME FOR MAIN ROOF). SAWN JOISTS AND RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST,
<br /> SITE CLASS=D,Ss=1.277g,Sds..852g,S1=.4869,SO1=.490g,Cs=0.092, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST.
<br /> SDC D,le-1.0,11=6.5 NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT WALL SHEATHING SHALL BE 1/2"(NOMINAL)WITH SPAN RATING 24/0.
<br /> SEE PLANS FOR ADDITIONAL LOAD CRITERIA UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. B. IN EXTERIOR WALLS AND BEARING PARTITIONS,ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED
<br /> REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAIUNG REQUIREMENTS TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH.A HOLE NOT GREATER IN DIAMETER THAN 40
<br /> 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING 19 CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS. PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD.IN NO CASE SHALL THE
<br /> AND CONSTRUCTION.ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS.ANY EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD.BORED HOLES SHALL
<br /> DISCREPANCIES FOUND AMONG THE DRAWINGS,THE SPECIFICATION,THESE GENERAL NOTES AND THE SITE 27. PROVIDE APPROVED PLYWOOD DOGE CUPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH.
<br /> 0
<br /> PANEL ED
<br /> FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY
<br /> CONDITIONS SHALL BE REPORTED TO THE ARCHITECT,WHO SHALL CORRECT SUCH DISCREPANCY IN SHEATHING EDGES.ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED
<br /> WRITING.ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY EXPOSED TO EARTH 3" WITH SOLID BLOCKING.ALLOW 1/8"SPACING AT ALLGES AND ENDS OF FLOOR AND ROOF SHEATHING. C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB JOISTS SHALL BE
<br /> FORMED SURFACES EXPOSED TO EARTH OR WEATHER(#6 BARS OR LARGER) 2"
<br /> SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE NOTED.
<br /> COBARSORSMOR SPIRALSRA) 1-1/2" 28. ALL WOOD IN DIRECT CONTACT WOH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITH AN APPROVED
<br /> COLUMN TIES OR AND BEAM STIRRUPS 1-1/2"
<br /> 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILSSLABS AND WALLS(INT.FACE) GREATER OF BAR DIAMETER PLUS 1/8"OR 3/4" UNTREATED
<br /> PRESERVATIVE OR(2)LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN
<br /> SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS.VERTICAL DIMENSION UNTWOOD AND CONCRETE OR MASONRY. 34. WOOD FRAMING NOTES-THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS:
<br /> CONTROL IS DEFINED DRAWINGBY THE ARCHITECTURAL FORWRS SUCTIONS,ELEMENT SWILL REQUIRE R PLANS. 20. CAST-IN-PLACE CONCRETE:SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOORA. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE.MINIMUM 0
<br /> DETAILING AND SHOP PRODUCTION STRUCTURAL ELEMENTS WILL 29. WOOD TREATED FOR FIRE RESISTANCE SHALL MEET THE REQUIREMENTS OF ASTM E 84OR UL 723 AND HAVE A
<br /> DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. AND WINDOW OPENINGS IN ALL CONCRETE WALLS.SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF LISTED FLAME SPREAD INDEX OF 25 OR LESS.FIRE RETARDANT TREATED LUMBER AND WOOD STRUCTURAL STANDARDS OF THE INTERNATIONAL BUILDING CODE,THE AIDC"TIMBER CONSTRUCTION MANUAL"
<br /> MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS.SEE ARCHITECTURAL DRAWINGS FOR ALL PANELS SHALL BE LABELED IN ACCORDANCE WITH IBC 2303.2.4.WOOD TREATED FOR FIRE PROTECTION FOR AND THE AF&PA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, Q
<br /> 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES, GROOVES,NOTCHES,CHAMFERS,FEATURE STRIPS,COLOR,TEXTURE,AND OTHER FINISH DETAILS AT ALL USE IN INTERIOR ABOVE GROUND CONSTRUCTION AND CONTINUOUSLY PROTECTED FROM WEATHER AND OTHER UNLESS OTHERWISE NOTED,SHALL CONFORM TO IBC TABLE 2304.9.1. COORDINATE THE SIZE AND
<br /> SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTOR'S WORK.THE STRUCTURAL ENGINEER EXPOSED CONCRETE SURFACES.BOTH CAST-IN-PLACE AND PRE-CAST. SOURCES OF MOISTURE SHALL BE TREATED TO AWPA CUFA.WOOD TREATED FOR FIRE PROTECTION FOR USE IN LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS.
<br /> HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC EXTERIOR ABOVE GROUND CONSTRUCTION AND SUBJECT TO WETTING OR OTHER SOURCES OF MOISTURE SHALL `\'
<br /> WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY BE TREATED TO AWPA UCFB. B. WALL FRAMING:REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL
<br /> TRADE CONTRACTOR.THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT,SUPERVISE,NOTE,CORRECT, ANCHORAGE BE SPACED AT 16"O.C.ENO.TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS
<br /> OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER,CONTRACTORS,OR OTHER ENTITIES OR 30. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE AS AND AT EACH SIDE OF ALL OPENINGS,AND AT BEAM OR HEADER BEARING LOCATIONS.TWO 2x8 W
<br /> PERSONS AT THE PROJECT SITE. INDICATED IN THE FOLLOWING TABLE,UNLESS OTHERWISE NOTED. HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED.SOLID BLOCKING FOR
<br /> WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW.PROVIDE CONTINUOUS r ,
<br /> 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS 21.
<br /> BLOCKING AT MID-HEIGHT OF ALL STIR WALLS OVER 10'-0"IN HEIGHT. v
<br /> 21. EXPANSION BOLTS INTO CONCRETE SHALL BE"STRONG BOLT 2"WEDGE ANCHORS AS WOOD TREATMENT CONDITION PROTECTION
<br /> UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.CONFORM TO MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT HAS ND AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE.END NAIL TOP PLATE Z
<br /> ASCE 37-02"DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". CONFORMANCE TO ICC-ES REPORT NUMBER ESR-1771,INCLUDING MINIMUM EMBEDMENT CONTAINS AMMONIA CARRIER INTERIOR DRY G185 OR A185 HOT DIPPED OR CONTINUOUS TO EACH STUD WITH TWO 16d NAILS,AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE
<br /> REQUIREMENTS.BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO HOT-GALVANIZED PER ASTM A653 WITH TWO 16d NAILS.FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12"O.C.AND LAP MINIMUM 4'-0"
<br /> 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL FULLY GROUTED CELLS.SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4"O.C.EACH SIDE JOINT. leell
<br /> ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS INSTALLATION. CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS Q
<br /> ONLY WILL NOT SATISFY THIS REQUIREMENT. AZCA ANY TYPE 304 OR 316 STAINLESS ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW
<br /> 22. EPDXY-GROUTED ITEMS(THREADED RODS OR REINFORCING BAR)SPECIFIED ON THE DRAWINGS WITH TWO ROWS OF 16d NAILS @ 12"ON-CENTER,OR ATTACHED TO CONCRETE BELOW WITH 5/8"
<br /> 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS SHALL BE INSTALLED USING"SET-XP"HIGH STRENGTH EPDXY AS MANUFACTURED BY THE INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%.WOOD MOISTURE CONTENT DIAMETER ANCHOR BOLTS @ 4'-0" ON-CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED wimi
<br /> ,
<br /> ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR SIMPSON STRONG,TIE COMPANY.INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. IN OTHER CONDITIONS(INTERIOR WET,EXTERIOR WET,AND EXTERIOR DRY)IS EXPECTED TO EXCEED 19%. OTHERWISE.INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO V
<br /> DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE ESR-2508.SPECIAL INSPECTION OF INSTALLATION IS REQUIRED.RODS SHALL BE ASTM A-36 CONNECTORS AND THEIR FASTENERS SHALL BE THE SAME MATERIAL.COMPLY WITH THE TREATMENT ROWS OF 16d @12"ON-CENTER. UNLESS OTHERWISE NOTED,GYPSUM WALLBOARD SHALL RE ///
<br /> ARCHITECT AND THE STRUCTURAL ENGINEER.ALL TYPICAL AND NOTES SHOWN ON DRAWINGS UNLESS OTHERWISE NOTED. MANUFACTURERS RECOMMENDATIONS FOR PROTECTION OF METAL FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO.6 X 1-1/4"TYPE S OR W LU
<br /> SHALL APPLY,UNLESS NOTED OTHERWISE.TYPICAL DETAILS MAY NOT NECESSARILY BE SCREWS @ 8"ON-CENTER. UNLESS INDICATED OTHERWISE,1/2"(NOMINALIAPA RATED SHEATHING
<br /> = INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. 31. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONGTIE"BY SIMPSON COMPANY, (SPAN RATING 24/0)SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6"ON-CENTER oe
<br /> WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS,THE SPECIFIED TYPICAL DETAIL SHALL BE AT PANEL EDGES AND TOP AND BOTTOM PLATES(BLOCK UN-SUPPORTED EDGES)AND TO ALL
<br /> WOOD AS SPECIFIED IN THEIR CATALOG NUMBER C-2013.EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE
<br /> USED.WHERE NO TYPICAL DETAIL IS NOTED,IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12"ON-CENTER ALLOW 1/8"SPACING AT ALL
<br /> CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED.THE CONTRACTOR SHALL SUBSTITUTED,PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.PROVIDE PANEL EDGES AND PANEL ENDS. N
<br /> SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED 23. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19,AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. Ce co
<br /> aiA
<br /> SHLL RE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
<br /> CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND STANDARD GRADING RULES FOR WEST COAST LUMBER NO.17.FURNISH TO THE FOLLOWING MINIMUM CONNECTORS C. FLOOR AND ROOF FRAMING:PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND z
<br /> FIELD USE. STANDARDS: OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS W O
<br /> w ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH"LUG"SERIES JOIST HANGERS.ALL TJI JOISTS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO I-Z
<br /> 9. ALL STRUCTUAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE JOISTS: (2X AND 3X MEMBERS) HEM-FIR NO.2 SHALL BE CONNECTED TO FLUSH BEAMS WITH"ITS"SERIES JOIST HANGERS.ALL DOUBLE-JOIST BEAMS SHALL SUPPORTS WITH TWO 16d NAILS.ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH T 51
<br /> SUPERVISED BY THE SUPPUER DURING MANUFACTUREING,DEUVERY,HANDLING,STORAGE AND ERECTION IN MINIMUM BASE VALUE,Pb=850 PSI BE CONNECTED TO FLUSH BEAMS WITH"MIT"SERIES JOIST HANGERS. SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE.NAIL ALL MULTI JOIST BEAMS iy.
<br /> ACCORDANCE WIT INSTRUCTIONS PREPARED BY THE SUPPLIER. TOGETHER WITH TWO ROWS 16d @ 12"ON-CENTER. I-" et
<br /> (4X MEMBERS) DOUGLAS FIR N0.I Z
<br /> WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH
<br /> MINIMUM BASE VALUE,Fb=1000 PSI MEMBER. UNLESS OTHERWISE NOTED ON THE PLANS,PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID o. k
<br /> GEOTECHNICALUP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6"ON-CENTER WITH 8d NAILS TO o z
<br /> BEAMS: (INCL.6X AND LARGER) DOUGLAS FIR NO.1 ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE(MINIMUM)AS MEMBERS CONNECTED. FRAMED PANEL EDGES,STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12"ON-CENTER LEL N w
<br /> 10. FOUNDATION NOTES:ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND MINIMUM BASE VALUE,Fb=1350 PSI TO INTERMEDIATE SUPPORTS.PROVIDE APPROVED PLYWOOD EDGE CUPS CENTERED BETWEEN JOISTS/
<br /> THEREFORE MUST BE VERIFIED BY A QUAUFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL.IF 32. WOOD FASTENERS TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE
<br /> SOILS ARE FOUND TO BE OTHER THAN ASSUMED,NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE POSTS: (4X MEMBERS) DOUGLAS FIR NO.2 APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOUD BLOCKING. ALLOW 1/8"SPACING AT
<br /> FOUNDATION REDESIGN. MINIMUM BASE VALUE,Fc=1350 PSI A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING.TOENAIL BLOCKING TO SUPPORTS
<br /> WITH 16d @ 12"ON-CENTER UNLESS OTHERWISE NOTED.
<br /> FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED EARTH AT LEAST 18"BELOW ADJACENT FINISHED GRADE. (6X AND LARGER) DOUGLAS FIR NO.1 SIZE LENGTH DIAMETER
<br /> UNLESS OTHERWISE NOTED,FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. MINIMUM BASE VALUE,Fc=1000 PSI 6d 2" 0.113" 0 I- j
<br /> 8d 2-1/2" 0.131" /�'16d NAIUNG PER lu W
<br /> BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING,GRANULAR FILL AND PROVIDE FOR STUDS,PLATES&MISC.FRAMING: DOUG-FIR OR HEM-FIR NO2 10d 3" 0.148" 2x OR LSL / SCHEDULE W
<br /> I/ 1_
<br /> SUBSURFACE DRAINAGE. 12d 3-1/4" 0.148" N 2
<br /> 16d BOX 3-1/2" 0.135" w
<br /> ALLOWABLE SOIL PRESSURE 2000 PSF 24. MANUFACTURED LUMBER,PSL LVL AND LSL,SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE ._ Ui Q
<br /> NATIONAL RESEARCH BOARD.EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE 16d NAIUNG PER-IlipMr4 �� tal
<br /> NUMBER OF THE MANUFACTURER,THE GRADE,THE NATIONAL RESEARCH BOARDS NUMBER,AND THE QUALITY STRUCTURAL ENGINEER(PRIOR TO CONSTRUCTION)FOR REVIEW AND APPROVAL. SCHEDULE
<br /> CONTROL AGENCY.ALL PSL LVL AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES
<br /> 2x NAILER
<br /> 75
<br /> RENOVATION REPORT ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE
<br /> p REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER.ALL BIG BEAM
<br /> 11. DEMOLITION:CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1940 WITH A WATERPROOF
<br /> SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTIOON AS REQUIRED AND IN A MANNER ADHESIVE MEETING ALL REQUIREMENTS OF ASTM 02559.THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM
<br /> SUITABLE TO THE WORK SEQUENCES.DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD PROPERTIES:
<br /> THE EXISTING STRUCTURE.LIMIT CONSTRUCTION LOADING(INCLUDING DEMOUTION DEBRIS)ON EXISTING FLOOR
<br /> SYSTEMS TO 40 PSF. PSL(2.0E) FE-2900 PSI,E=2000 KSI,Fv=290 PSI SHEARWALL SCHEDULE''o'''o'a,' DETAIL A
<br /> LVL(1.9E) Fb=2600 PSI,E-1900 KSI,Fv=285 PSI STRUCTURAL
<br /> LSL(1.55E) Fb=2325 PSI,E-1550 KSI,Fv=310 PSI MARK SHEATHING PANEL TOP PLATE CONNECTION BASE PLATE CONNECTION
<br /> A. ALL NEW OPENINGS THROUGH EXISTING WALLS,SLABS AND BEAMS SHALL BE ACCOMPLISHED BY BIG BEAM(2.1E) Fb-3000 PSI,E-2100 KSI,Fv=300 PSI NAIUNG IF TJI IF 2x OR LSL s.s @ WOOD @CONCRETE EDGE NAILING PLYWOOD EDGE NOTES
<br /> SAW CUTTING WHEREVER POSSIBLE. OVER EACH I•
<br /> _
<br /> B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATIONS OF MEMBERS PRIOR TO SHOWN ON PLANS FOR PSL LVL,AND LSL IS BASED ON LUMBER MANUFACTURED BY THE SWT 15/32'COX PLY 8d 0 6.O.C. 16d @ 6"O.C. A35 @ 24"O.C. 16d @ 6.O.C. 5/8"0 AB @ 48'O.C. STUD 9_
<br /> CUTTING ANY OPENING. WEYERHAEUSER CORPORATION.DESIGN SHOWN ON PLANS FOR BIG BEAMS ARE BASED ON (X
<br /> C. SMALL ROUND OPENINGS SHALL BE ACCOMPUSHED BY CORE DRILLING,IF POSSIBLE. LUMBER MANUFACTURED BY ROSBORO.ALTERNATE MANUFACTURERS MAYBE USED SUBJECT TO SW2 15/32'CDX PLY 8d @ 4'O.C. 16804"O.C. A35 @ 16"O.C. 161:1 @ 4'O.C. 5/8.0 AB @ 32°O.C. SHEARWALL
<br /> D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE,DOWELS EPDXY GROUTED INTO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER,ALTERNATE JOIST i�l 6d NAILING PER
<br /> EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING,UNLESS OTHERWISE HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY SW3° 15/32"CDX PLY 8d @ 3.O.C. (2)ROWS 16d @ 6'O.C. A35 @ 12"O.C. 16d @ 3'O.C.10 5/8°0 AB @ 16'O.0 11111111
<br /> m� SCHEDULE SCHEDULE
<br /> NOTED ON PLANS. HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.ALL JOIST HANGERS AND 1aN11.1
<br /> OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. SW4° 15/32'CDX PLY 8d @ 2"O.0 (2)ROWS 16d 0 4-1/2"O.C. A35 @ 9"O.C. (2)ROWS 16d @ 4-1/2"O.C." 5/8'0 AB @ 12'O.C.
<br /> 12. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBERS SIZES,AND CONDITIONS PRIOR TO MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% DETAIL B PERMIT SET
<br /> COMMENCING ANY WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE OR LESS.THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE NOTES:
<br /> INTENDED AS GUIDEUNES ONLY AND MUST BE VERIFIED.THE CONTRACTOR SHALL NOTIFY THEPLAN VIEW AT ABUTTING PANEL
<br /> ARCHITECT MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%.EXCESSIVE DEFLECTIONS MAY EDGESANESA 3&ST4
<br /> AND STRUCTURAL ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 1 BLOCK EDGES WITH 2x LAID FLAT AND NAIL TO INTERMEDIATE SUPPORTS WITH 8d 0 12'O.C.
<br /> CONSTRUCTION SHOWN ON THE DRAWINGS. 2 8d NAILS SHALL BE 0.131"0 x 2-1/2'(COMMON)-16d NAILS SHALL BE 0.135"0 x 3-1/2"(BOX) Date:JAN 27,2017
<br /> 13. CONTRACTOR SHALL CHECK FOR DRYROT IN ALL AREAS OF NEW WORK.ALL ROT SHALL BE REMOVED AND 25. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN 3 EMBED ANCHOR BOLTS AT LEAST 7'.EXPANSION BOLTS MAYBE SUBSTITUTED FOR ANCHOR BOLTS WITH
<br /> 4'EMBEDMENT.ALL BOLTS SHALL HAVE 3'x 3'x 1/4"PLATE WASHERS.PLATE WASHERS SHALL
<br /> DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ACCORDANCE WITH THE"NATIONAL DESIGN STANDARD FOR METAL PLATE-CONNECTED WOOD TRUSS EXTEND TO W INN 1/2"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH THE SHEATHING.SEE DOTAL C. Revs:
<br /> ARCHITECT. CONSTRUCTION,ANSI/TPI 1"BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE 4 30 STUDS OR DBL STUDS NAILED TOGETHER W/BASE PLATE NAILING ARE REQUIRED @ ALL PANEL EDGES OF SW3.
<br /> PLANS.LOADING SHALL BE AS FOLLOWS: REFER DETAIL B. lit
<br /> TOP CHORD LIVE LOAD 25 PSF 5 TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND END STUDS SHALL RECEIVE
<br /> CONCRETE TOP CHORD DEAD LOAD 15 PSF PANEL EDGE NA UNG 1/2"MAX.TO EDGE
<br /> _ BOTTOM CHORD DEAL LOAD 5 PSF 6 ALL EXTERIOR WALL SHALL BE SW1,UNLESS NOTED OTHERWISE.
<br /> 14. CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH IBC TOTAL LOAD 40 PSF 7 7/16.OSB MAYBE SUBSTITUTED FOR 15/32'COX OF WASHER
<br /> cB
<br /> SECTION 1905,1906 AND ACI 301,INCLUDING TESTING PROCEDURES.CONCRETE SHALL ATTAIN 8 LTP4's MAYBE SUBSTITUTED FOR A35.3 AT CONTRACTORS OPTION. FISHER ADDITION
<br /> A 28-DAY STRENGTH OF He=3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS WIND UPLIFT(TOP CHORD) 5 PSF 9 A 2x NAILER ATTACHED w/BASE PLATE NAILING PER DETAIL'A'MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION.
<br /> QDOF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5"OR BOTTOM CHORD LIVE LOAD 10 PSF 10 STAGGER NAILS IN ROW w/1/2'OFFSET MIN.OFFSET.
<br /> LESS.REQUIRED CONCRETE STRENGTH IS BASED OF SECTION 1904 OF THE INC. (BOTTOM CHORD LIVE LOAD DOES NO ACT CONCURENTLY WITH THE Ti MNMUM OFFSET BETWEEN ROWS 1/2"AND MINIMUM RIM OR JOIST 3-1/2"WIDE. A ■O
<br /> ROOF UVE LOAD) H
<br /> ' 15. A CONCRETE PERFORMANCE MI%SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND THE DETAIL C
<br /> GUIDING DEPARTMENT FOR
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