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<br /> General Construction Notes Concrete Typical Wood Framing Details J
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<br /> TYPICAL UNLESS OTHERWISE SHOUN ON PLANS CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF fc=3000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. Q Q
<br /> CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT.
<br /> ALL MATERIALS AND WORKMANSHIP DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM AT SAWN TIMBER JOIST AREAS:PROVIDE CROSS-BRIDGING AT 8'-O'oc.MAXIMUM SPACING AND SOLID BLOCKING AT BEARING POINTS.
<br /> REQUIREMENTS OF THE DRAWING SPECIFICATIONS,THE INTERNATIONAL BUILDING CODE,(2021 EDITION). CLASS AND USE PC SLUMP SACKS/C.Y. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS.PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. I
<br /> A.FOOTINGS 2500 3-4 5-1/2 PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH AND DOUBLE JOIST
<br /> Design Criteria B.SLABS ON GRADE 2500 3-4 5-1/2 I
<br /> HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS AND ROOFS UNLESS DETAILED OTHERWISE.COORDINATE SIZE
<br /> 1. AIR ENTRAINING AGENT(3%TO 6%)TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL
<br /> ROOF LIVE LOAD. 30 PSF&35 PSF FOR S.R GROUND SNOW LOAD 25 PSF 2.POSSOLITH 300 SERIES(4—PER 100*OF CEMENT)TO BE USED IN ALL CONCRETE. DRAWINGS.
<br /> FLOOR LIVE LOAD(RESIDENTIAL) 40 PSF FROST LINE DEPTH 12 INCHES 3.MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE IBC/IRC.
<br /> FLOOR LIVE LOAD(DECK) 60 PSF WINTER DESIGN TEMP. 22 DEG.F. 4.WATER TO CEMENT RATIO PER THE IBC/IRC. PROVIDE ONE 2.8 HEADER OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. I
<br /> STAIR&CORRIDOR LIVE LOAD 100 PSF AIR FREEZING INDEX 170 PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW.
<br /> MECHANICAL UNITS WEIGHTS FURNISHED BY MFGR MEAN ANNUAL TEMP. 51 DEG.F. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT
<br /> WIND 100 MPH 3-SeC.gust,EXPOSURE W CONFORMING TO IRC.THE AMOUNT SHALL BE 4%+1%BY VOLUME PROVIDE CONTINUOUS SOLID BLOCKING AT MID POINT OF ALL STUDS OVER 10,IN HEIGHT.
<br /> EARTHQUAKE SEISMIC DESIGN CATEGORY D2 REINFORCING STEEL SHALL CONFORM TO ASTM A615,(INCLUDING SUPPLEMENT SI)GRADE 60,Fy-40,000 PSI.EXCEPTION:COLUMN TOENAIL JOISTS TO SUPPORTS WITH 2-16d NAILS.ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8'-0'IN LENGTH TO SUPPORTS WITH p O
<br /> ALLOWABLE SOIL PRESSURE 1500 PS(NATURAL SOILS OR COMPACTED) TIES,BEAM STIRRUPS,BARS TO BE FOLD BENT,BARS TO BE WELDED AND ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS U.S.P.KST29 STRAP EACH END. .—I U
<br /> SEE PLANS FOR ADD.LOADING CRITERIA. SHALL BE GRADE 40 fy=40,000 PSI REINFORCING COMPLYING WITH ASTM A615(Sp MAY BE WELDED ONLY IF MATERIAL PROPERTY
<br /> REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS.D3.4 ARE SUBMITTED.NO REINFORCING SHALL WALL FRAMING ALL STUD WALL SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16'O.C.AT INTERIOR WALLS AND 26 W � C3,) S'
<br /> STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING BE WETSET UNLESS SPECIFICALLY SO DETAILED. STUDS @ 16'O.C.AT EXTERIOR WALLS p L17 U
<br /> CONSTRUCTION.CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILTY z pp 1
<br /> AND SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER,OF ANY DISCREPANCIES PRIOR TO WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS @ 12"O.0 STAGGERED. N O� CY) -0
<br /> CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK PRESTRESSING STRANDS SHALL BE 12'ROUND 270 KS I SEVEN WIRE UNCOATED STRESS RELIEVED STRAND CONFORMING ASTM A-415 ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 12'O.C. Q Q 0-) N�CO\
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<br /> CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER SIZES,AND CONDITIONS PRIOR TO (270 KSI). STAGGERED UNLESS SHOWN OTHERWISE. � V
<br /> COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS)IN ACCORDANCE WITH ACI 315-80 AND 318-83.LAP ALL ALL WOOD ERAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL a--� 000
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<br /> INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS(2'-O'MIN).PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS.LAP CORNER BARS BUILDING CODE. — N
<br /> 30 BAR DIAMETERS(2'-0'MIN.).LAP ADJECENT MATS OF WELDED WIRE FABRIC ONE FULL MESH(MIN.OF 8')AT SIDES AND ENDS. O
<br /> CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND ALL FRAMING SHALL COMPLY WITH THE APPROPRIATE SECTION(S)OF THE IBC/IRC. L0 Q)
<br /> STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. � 0 (B
<br /> WITH THE PLANS. THE STRUCTURAL ENGINEER. Q) = E
<br /> FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
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<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFTEY PRECAUTIONS AND THE METHODS, CONCRETE PROTECTION( N a I�I ng 0- LL
<br /> TECHNIQUES,SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK FOOTINGS AND OTHER UNFORMED SURFACES,EARTH FACE 3'
<br /> FORMED SURFACES EXPOSED TO EARTH(Le.WALLS BELOW GROUND)OR WEATHER(#6 BARS OR LARGER) 2' MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.91 OF THE INTERNATIONAL BUILDING CODE,UNLESS OTHERWISE NOTED
<br /> CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR APPROVAL (#5 BARS OR SMALLER) 11/2' ON THE PLANS.
<br /> PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. COLUMN TIES OR SPIRAL AND BEAM STIRRUPS 11/2'
<br /> SLABS AND WALLS(INTERIOR FACE) 3/4* ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 6'O.C.STAGGERED
<br /> DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT OR BOLTED TO CONCRETE WITH 5/8'DIAMETER ANCHOR BOLTS 4'-0'o.c.UNLESS SHOWN OTHERWISE. 00
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<br /> ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND CASTAN-PLACE CONCRETE:SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED)
<br /> APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. IN ALL CONCRETE WALLS.SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH 8d @ 6'O.c.AT SHEET EDGES CIII
<br /> CONCRETE WALLS.SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES,NOTCHES,CHAMFERS,FEATURE STRIPS,COLOR,TEXTURE,AND 8d @ 12'OO.AT INTERMEDIATE BEARING POINTS 00
<br /> ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES,BOTH CAST-IN-PLACE AND PRECAST.NON-GROUT SHALL BE FURNISHED t1 ��+ �
<br /> SPECIAL INSPECTIONS SHALL BE REQUIRED FOR ALL CANTILEVERED RETAINING WALLS OVER 7 FT.&BASEMENT WALLS OVER 10 FT.IN
<br /> SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED HEIGHT. U +�
<br /> BY THE SUPPLIER. RECOMMENDATIONS. LU N
<br /> SHOP DRAWINGS FOR STRUCTURAL STEEL,GLUED LAMINATED MEMBERS,OPEN WEB WOOD TRUSSES,AND PLYWOOD WEB JOISTS STRUCTURAL STEEL DESIGN,FABRICATION,AND ERECTION SHALL BE BASED ON THE AISC"SPECIFICATION FOR THE DESIGN,
<br /> PROVIDE THE GOVERNING AGENCY WITH SPECIAL INSPECTION FORM INDICATING SPECIAL INSPECTION REQUIREMENTS,SPECIAL �
<br /> FABRICATION,AND ERECTION OF STRUCTURAL STEEL BUILDINGS',LATEST EDITION,PLUS ALL REFERENCED CODES. z �--+
<br /> INSPECTORS NAME,ADDRESS AND TELEPHONE NUMBER INFORMATION PER IBC 109.5
<br /> SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE w � �
<br /> ITEMS. STRUCTURAL STEEL INCLUDING PLATES,AND ROLLED SHAPES,SHALL CONFORM TO AST A36,Fy-36 KSI STEEL PIPE SHALL CONFORM Connectors/Hangers ¢ y
<br /> SHOP DRAWINGS REVIEW:DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD,AND THEREFORE MUST BE TO ASTM A53,TYPE E,OR S,GRADE B,Fy-35 KSI STRUCTURAL TUBING SHALL CONFORM TO ASTM A500,Fy-46 KSM BOLTS SHALL >
<br /> VERIFIED BY THE CONTRACTOR.CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONFORM TO ASTM A307 EXPANSION SHALL BE'PARABOLT OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE BY THE SIMPSONSTRONGTIE COMPANY,AS SPECIFIED IN THEIR W
<br /> MANUFACTURE'S PUBLISHED RECOMMENDATION. CATALOG.EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED,PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL
<br /> SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY.REPRODUCIBLE WILL BE MARKED AND RETURNED. OR GREATER LOAD CAPACITIES.
<br /> ALL WELDING SHALL BE IN CONFORMANCE WITH AISC.AND AWS.STANDARDS AND SHALL BE PERFORMED BY W.A.B.0,CERTIFIED
<br /> SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS.THE PURPOSE OF SHOP DRAWING SUBMITTALS WELDERS USING E70XX ELETRODES.ONLY PREQUALIFIED WELDS(AS DEFINED BY AWS)SHALL BE USED.WELDING OF GRADE 40 PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER
<br /> BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT,THAT HE REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING E70XX ELETRODES.WELDING WITHIN 4'OF COLD BENDS IN CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
<br /> DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND BY DETAILING THE REINFORCING STEEL IS NOT PERMITTED.SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,PLACE ONE HALF OF THE NAILS OR BOLTS IN EACH MEMBER.
<br /> FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE.IF DEVIATIONS,DISCREPANCIES,OR CONFLICTS BETWEEN SHOP ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A301.
<br /> DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS Wood/Lumber PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE.
<br /> ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER,THE DESIGN DRAWINGS
<br /> AND SPECIFICATONS SHALL CONTROL AND SHALL BE FOLLOWED. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONARY SHALL BE PRESSURE-TREATED WITH AN AWPA. ALL NAILS SHALL BE COMMON.(MINIMUM)AS MEMBERS CONNECTED. _ O
<br /> SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS,AND EXTERIOR CLADDING SHALL INCLUDE THE DESIGNING APPROVED PRESERVATIVE.PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS,BLOCKING, ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE J CC y y
<br /> PROFESSIONAL ENGINEER'S STAMP,STATE OF WASHINGTON,AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO ETC.AND CONCRETE OR MASONARY. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH'U'SERIES JOIST HANGERS. ~ y
<br /> CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE.THE COMPONENT DESIGNER IS FRAMING LUMBER SHALL BE KILN DRIED OR MC45,AND GRADED AND MARKED IN CONFORMANCE WITH W.CL.B.STANDARD GRADING U-1
<br /> RESPONSIBLE FOR CODE COMFORMANCE AN ALL NECESSARY CONNECTOINS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR ALL DOUBLE&TRIPLE MEMBER JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH'U'SERIES HANGERS. C7 QJ y ,7-i
<br /> RULES FOR WEST COAST LUMBER NO.16,LATEST EDITION.FURNISH TO THE FOLLOWING MINIMUM STANDARDS: Q
<br /> STRUCTURAL DRAWINGS.SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH US.P.'U'SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE CL
<br /> DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE.DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. J0ISTS(2x MEMBERS) HEM FIR NO.2 Pre-manufactured Wood Roof Trusses C.J
<br /> BEAMS AND STRINGERS DOUGLAS FIR NO.2
<br /> Site Work POSTS AND TIMBERS DOUGLAS FIR NO.I
<br /> STUDS,PLATES AND MISC.LIGHT FRAMING DOUGLAS FIR NO.1 OR HEM FIR STAND.GRADE. PRE-FABRICATED OPEN WEB WOOD TRUSSES(OR COMBINATION WOOD AND METAL)SHALL BE DESIGNED BY THE MAUFACTURER FOR
<br /> TOP AND BOTTOM PLATES AT BEARING WALLS DOUGLAS FIR NO.I OR HEM FIR CONSTRUCTION GRADE. THE SPANS AND CONDITIONS SHOUN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE
<br /> UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED,THE FOUNDATION DESIGN IS BASED UPON AN BOLTED STUDS,LEDGERS AND PLATES DOUGLAS FIR STANDARD GRADE, MANUFACTURER'S PUBLISHED SPECIFICATIONS.ALL NECESSARY BRACING,BRIDGING,BLOCKING,PRE-NOTCHED PLATES ETC.,SHALL BE
<br /> ASSUMED AVERAGE SOIL BEARING CAPACITY OF 1500 PSF.EXTERIOR FOOTINGS SHALL BEAR I'-6'MINIMUM BELOW FINISHED GRADE. 2x6 STUDS AND PLATES HEM FIR NO.3(STUD GRADE) THE DETAILED AND FURNISHED BYTHE MANUFACTURER
<br /> ALL FOOTINGS TO BEAR ON FIRM,UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS.BACK FILL MATERIAL SHALL BE THOROUGHLY BRG STUDS OVER 10 FT.TALL DOUGLAS FIR NO.2
<br /> COMPACTED.FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS(COMPLETE WITH STRESS DIAGRAMS)TO THE ARCHITECT AND THE STRUCTURAL
<br /> ALLOWABLE SOIL PRESSURE 1500 PSF GLUE LAMNATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH UB.C.STANDARDS NO.2510 AND 2511.EACH MEMBER ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION.
<br /> SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITE CERTIFICATION OF CONFORMANCE.ALL SIMPLE DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER,STATE OF WASHINGTON
<br /> Plywood SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4,Fb=2400 PSI,FV=165 PSI.ALL CANTILEVER BEAMS SHALL BE DOUGLAS
<br /> FIR COMBINATION 24F-V8,Fb-2400 PSI,Fw 165 PSI.CAMBER ALL GLULAM ROOF BEAMS TO 2000 RADIUS UNLESS OTHERWISE SHOUN PERMANENT AND TEMPORARY BRIDGING AND BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S
<br /> ALL PLYWOOD WALL AND ROOF SHEATHING SHALL BE%'COX,UNLESS NOTED OTHERWISE.MINIMUM NAILING SHALL BE 8d @ 6"O.C.AT ON THE PLANS. SPECIFICATIONS.
<br /> PANEL EDGES AND 12'O.C.IN FIELD.SPAN INDEX SHALL BE 24/0.ALL PLYWOOD FLOOR SHEATHING SHALL BE 3/4'CDX TONGUE&
<br /> GROOVE UNLESS NOTED OTHERWISE.MINIMUM NAILING SHALL BE 10d @ 6'O.C.PANEL EDGES AND 12'O.C.IN FIELD.SPAN INDEX LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO.NER-126.EACH MEMBER SHALL BEAR AN
<br /> SHALL BE 40/20.STAGGER ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING.ORIENTED STRAND BOARD(O.S.B.)SHEATHING IDENTIFICATION MARK ALL BEAMS SHALL BE WESTERN SPECIES,GRADE 18E,Fb=2600 PSI,FV=285 PSI.
<br /> PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO.NER-292 EACH MEMBER SHALL BEAR AN
<br /> PLYWOOD ROOF AND FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH IDENTIFICATION MARK ALL BEAMS SHALL BE DOUGLAS FIR GRADE AN IDENTIFICATION 2.OE,Fb-2900 PSI,FV-210 PSI
<br /> FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS 6'OC.TO FRAMED PANEL EDGES AND OVER STUD WALLS DATE:
<br /> SHOUN ON PLANS AND @ 12'O.C.(:LW O.C.AT FLOORS TO INTERMEDIATE SUPPORTS.PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT 10/2 3/2 024
<br /> FLOORS.TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12'O.C.UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE.
<br /> PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES.
<br /> FILE NUMBER
<br /> 2041
<br /> SHEET NUMBER:
<br /> S.1
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