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. GENERAL STRUCTURAL NOTES
<br /> TYPICAL UNLESS OTHERWISE SHOWN ON PLANS - o
<br /> ALL MATERIALS AND WORKMANSHIP DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWING S w g of w<z
<br /> CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS: TIMBER CONNECTORS CALLED OUT Sr Lt1 I ERA AND NUMBERS SHALL BE BY SIMPSON COMPANY,AS SPECIFIED IN THEIR CATALOG. E a i- i
<br /> SPECIFICATIONS,THE INTERNATIONAL BUILDING CODE,12018 EDITION). EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED,PROVIDED THEY HAVE ICED APPROVAL FOR EQUAL OR 0 o V N Fa w_ F
<br /> FOOTINGS AND OTHER UNFORMED SURFACES,EARTH FACE 3' GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER CONNECTORS SHALL BE (G i o 0 o I'm a o
<br /> INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS,
<br /> DESIGN CRITERIA FORMED SURFACES EXPOSED TO EARTH(Ns.WALLS BELOW GROUND)OR HEATHER PLACE ON HALF OF THE NAILS OR BOLTS IN EACH MEMBER ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO AETM A301. 6 rc rc z ''o o m w
<br /> (K BARS OR LARGER) 2, PROVIDE WASHERS UNDER THE HEADS AND NUTS O ALL BOLTS AND LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE, o o K? =j k o
<br /> ROOF LIVE LOAD. 30 ESP,35 PSF FOR S.R. GROUND SNOW LOAD 25 PSF ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE(MINIMUM)AS MEMBERS w w
<br /> (5 BARS OR SMALLER) 11/• CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH'U.SERIES JOIST HANGERS. ALL DOUBLE JOIST BEATS SHALL c O w rc J
<br /> NFK5
<br /> FLOOR LIVE LOAD(RESIDENTIAL) FROST LINE DEPTHCOLUMN TIES OR SPIRAL AND BEAM STIRRUPS BE CONNECTED TO FLUSH SEAMS WITH'U'SERIES HANGERS. ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH w a ti o a rc rc o
<br /> 40 PSF12 INCHES I I/U' NA,"› o i
<br /> 'U'SERIES HANGERS. z m p o i.,,,, .
<br /> SLABS AND WALLS(INTERIOR FADE) F F
<br /> FLOOR LIVE LOAD(DEC) 60 PSF WINTER DESIGN 1 FI9F'. 22 DEG.F 3/4' - >•LL o?'�w o F w w
<br /> CAST-N-PLACE CONCRETE:SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW o w r
<br /> STAIR 4 CORRIDOR LIVE LOAD 100 PSF AIR FREEZING INDEX I TO0 0 y s z H o i z
<br /> OPENINGS N ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS 0 o a w o rc>o LL
<br /> HHR CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES,NOTCHES,CHAMFERS,FEATURE STRIPS,COLOR IIA o O a° a o
<br /> MECHANICAL UNITS WEIGHTS FURNISHED BY MFGR MEAN ANNUAL TEMP. 51 DEG.F. TEXTURE,AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES,BOTH CAST-IN-PLACE AND PRECAST.
<br /> WIND 100 MPH 3-sec.goat,EXPOSURE'B' ALL WOOD FRAMING DETAILS-THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. (I��l
<br /> EARTHQUAKE SEISMIC DESIGN CATEGORY 02 MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED,MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.S.I OF THE 0 NON-SHRINK GROUT WITH SHALL BE FURNISHED JBYB IS APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT
<br /> ALLOWABLE SOIL PRESSURE 2000 PSF(NATURAL SOILS OR COMPACTED) ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS.
<br /> INTERNATIONAL BUILDING CODE.
<br /> SEE PLANS FOR ADD.LOADING CRITERIA. (Q.)
<br /> STRUCTURAL STEEL DESIGN,FABRICATION,AND ERECTION SHALL BE BASED ON ON THE AMC.'SPECIFICATION FOR THE DESIGN, AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS-BRIDGING AT S'-D.oc MAXIMUM SPACING AND SOLID BLOCKING AT BEARING U
<br /> STRUCTURAL DRAWINGS SHALL BE USED INS C MPION WITH ARCHITECTURAL DRAWINGS TH FOR BIDDING DC STRUCTURAL
<br /> AN. CONTRACTORINEEREFABRICATION,AND ERECTION OF STRUCTURAL STEEL BUILDINGS',LATEST EDITION,PLUS ALL REFERENCED CODES. POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS.PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED % O V I
<br /> NY DISCREPANCIESL VERIFY ES PRIORIONS O CONDITIONSSTRTI FOR LE A AKLTY AND SHALL VISIO THE THEARC WORK.CT
<br /> AND STRUCTURAL ENGINEER OF OTHERWISE
<br /> ANY TO CONSTRUCTION SO FIE MAY MACE PROPER REVISIONS TO THE WORK - CO�
<br /> CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER SIZES,AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL STRUCTURAL STEEL INCLUDING PLATES,ANND ROLLED SHAPES,SHALL CONFORM TO ASTM 436, 36 KSI STEEL PIPE SHALL CONFORM
<br /> DIMENSIONS OF EXISTING CONSTRICTION SHONE ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST EE VERIFIED. TOE TO ATYPE E,OR EXPANSION GHGRADE
<br /> SHALL BE'PARR STRUCTURAL
<br /> TL' TUBINGB SHA EQUALINSTALLED fM A�TFAC4ARDAN�WITH THEL PROVIDE DOUBLE JOIST UNDER ALL PARA 1 FT PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH AND DOUBLE JOIST V.S 3
<br /> HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS AND ROOFS UNLESS DETAILED OTHERWISE. .^ p�
<br /> MAIFAGTURES'S PUBLISHED RECOMMENDATION. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. (, `\"l+ V
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<br /> CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL Z1
<br /> FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.
<br /> ALL WELDING SHALL BE IN CONFORMANCE WITH AISG AND AIDS.STANDARDS AND SHALL BE PENEORMED BY WARD.I FKI IFIED
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFTEY PRECAUTIONS AND THE METHODS,TECHNIQUES,SEQUENCES AND WELDERS USING EIO(X ELETRODES. ONLY PREQUALIFIED WELDS(AS DEFINED BY AWSJ L.IAI I BE USED. WELDING CF GRADE 40 C\l
<br /> REINFORCING BARS(IF REQUIRED)SHALL BE PERFORMED USING FIOXX ELETRODES. WELDING WITHIN 4'OF COLD BENDS IN O7
<br /> PRO CEDUIES REQUIRED TO PERFORM HIS WORK REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. OTHE PROVIDE 2xe HEADER OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED �_y\ S
<br /> CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED N WRITING TO THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR ^ (Y�
<br /> APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS • CI)
<br /> DRAWINGS REQUIREMENT. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. V
<br /> INDICATE W DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTIONHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT IR�S 1hi cfi
<br /> ARE OF SIMILAR CHARACTER TO DETAILS SHOUSU SIMILAR DETAILS O CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND WOOD LUMBER '
<br /> APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER
<br /> PROVIDE CONTINUOUS SOLID BLOCKING AT MID POINT OF ALL STUDS OVER 10'IN HEIGHT. V
<br /> FRAMING LUMBER SHALL BE KILN DRIED OR MC-15,AND GRADED AND MARKED IN CONFORMANCE WITH W.CLB.STANDARD GRADING
<br /> ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE RULES FOR WEST COAST LUMBER NO.16,LATEST EDITION FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
<br /> SUPPLIER DURING MANIFACTURING,DELIVERY,HANDLING,STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY
<br /> THE SUPPLIER TOENAIL JOISTS TO SUPPORTS WITH 2-1681 NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8'-0'IN LENGTH TO SUPPORTS WITH • L
<br /> U.S.P.KST29 STRAP EACH END. /�^ `�I�
<br /> SHOP DRAWINGS FOR STRUCTURAL STEEL,GLUED LAMINATED MEMBERS,OPEN WEB WOOD TRI`"FS,AND PLYWOOD WEE JOISTS SHALL JOISTS (2x MEMBERS) HEM FIR NO.2 a W'VI .1
<br /> BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OFTHESE ITEMS. Ni I
<br /> BEAMS AND STRINGERS DOUGLAS FIR NO.2 ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEA
<br /> MS WITH USP.
<br /> Tl'SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE.
<br /> SHOP DRAWINGS REVIEW DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD,AND THEREFORE MUST BE
<br /> VERIFIED BY THE CONTRACTOR CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF
<br /> RECORD. POSTS AND TIMBERS DOUGLAS FIR NO.I
<br /> SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY,REPRODUCIBLE WILL BE MARKED AND RETURNED. V
<br /> STUDS,PLATES AND AISG.LIGHT FRAMING ['nun.AS FIR Na OR HEM FIR STAND.GRADE. WALL FRAMING ALL STUD WALL SHORN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS•IS'o, AT INTERIOR WALLS AND 2x6 STUDS
<br /> 114 kJ ,,\./
<br /> •IS'oc.AT EXTERIOR WALLS
<br /> SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGNEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING TOP AND BOTTOM PLATES AT BEARING WALLS DOUGLAS FIR NO.I OR HEM FIR CONSTRUCTION GRADE.
<br /> SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN
<br /> CONCEPT,THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND BOLTED STUDS,LEDGERS AND PLATES DOUGLAS FIR STANDARD GRADE.
<br /> AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HECONFLICTS INTENDS TO USE.IF DEVIATIONS,DISCREPANCIES,OR CONFLICTS NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS,JOIST HANGERS,AND OTHER CONNECTING DEVICES REFER TO CATALOG
<br /> BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING NUMBERS OF CONNECTORS MANUFACTURED BY LISP.CON)NECTORS,A GIBRALTAR COMPANY,LIVERMORE,CALIFORNIA, EQUIVALENT ,I^I
<br /> SUBMITTALS ARE PROCESSED BY THE ENGINEER THE DESIGN DRAWNINGS AND SPECFICATONS SHALL CONTROL AND SHALL BE 2x6 STUDS AND PLATES HEM FIR NO.3(STUD GRADE). DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED.PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL LOAD CAPACITIES.
<br /> FOLLOWED.
<br /> ERG STUDS OVER 10 FT.TALL DOUGLAS FIR NO.2
<br /> GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH UB.C.STANDARDS NO.25-10 AND 25-IL EACH MEMBER
<br /> SHALL BEAR AN AITC IDENTIFICATION MARL AND SHALL BE ACCOMPANIED BY AN AITC CERTFICATION OF CO FORTANCE. ALL SIMPLE
<br /> SHOP DRAWINGS O DESIGN BUILD COMPONENTS INCLUDING STAIRS,AND EXTERIOR CLADDING SHALL INCLUDE THE DESIGNING SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4,Fb•2400 PSI,Fv 165 PSI. ALL CANTILEVER BEAMS SHALL BE DOUGLAS INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 1641 NAILS•12'oc.STAGGERED.
<br /> PROFESSIONAL ENGINEER'S STAMP,STATE OF WAS1-1114GTON,AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO FIR COMBINATION 24F-VS.Fb•2400 PSI,Fv 165 PSI.CAMBER ALL GLULAM ROOF BEAMS TO 2000 RADIUS UNLESS OTHERWISE SHOWN
<br /> CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER 15 ON THE PLANS.
<br /> RESPONSIBLE FOR CODE CONFORMANCE AN ALL NECESSARY CONNECTONS NOT SPECIFICALLY('N I FD OUT ON ARCHITECTURAL OR
<br /> STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE.
<br /> r ` 0
<br /> DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. V
<br /> ALL WOOD STUDS WALLS SHALL HAVE LOVER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS•12'oc STAGGERED
<br /> UNLESS SHOWN OTHERWISE. N
<br /> 4.
<br /> GEOTECIINICAL LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO.VIER-126. EACH MEMBER SHALL BEAR AN ALL WOOD FRAMING DETAILS NOT SHOW OTHERWISE SHALL BE CONSTRICTED TO MINIMUM STANDARDS GE THE INTERNATIONAL C.)BUILDING CODE .�•JT [�
<br /> IDENTIFICATION MARK ALL BEAMS SHALL BE WESTERN SPECIES,GRADE THE,Po=2600 PSI,Fv 285 PSI. LT
<br /> FOUNDATION NOTES SUBGRADE PREPARATION INCLUDING DRAINAGE,EXCAVATION,COIPACTION,AND FILLING REQUIREMENTS,SHALL r/1
<br /> CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THHE SOILS REPORT OR AS DIRECTED BY T SOILS ENGINEER FOOTINGS V
<br /> SHALL BEAR ON SOLID IINDISTRUBED EARTH(CONTROLLED,COMPACTED STRUCTURAL FILL OR BOTH)AT LEAST IS BELOW LOWEST PLYWOOD ROOF AND FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR
<br /> ADJACENT FINISHED GADE. FOOTING DEPTHSIELEVATIONS SHOWN ON PLANS(OR N DETAILS)ARE MINIMUM AND FOR GUIDANCE ONLY, TO SUPPORTS AND NAILED WITH 8d NAILS•6'oc.TO FRAMED PANEL FTNRS AND OVER STUD WALLS SHOWN ON PLANS AND•12'oo.
<br /> TINE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR N THE FIELD WORKING WITH THE TESTING LAB AND PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO.NER-292. EACH MEMBER SHALL BEAR AN (10'o8 AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING
<br /> SOILS ENGINEER BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE IDENTIFICATION MARL ALL BEAMS SHALL BE DOUGLAS FIR GRADE USE,Po•2900 PSI,Fv 210 PSI TO SUPPORTS WITH 1681 NAILS•12'So.UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE
<br /> DRAINAGE AS NOTED IN THE SOILS REPORT.
<br /> PREFABRICATED OPEN WEE WOOD TRISSOS(OR COMBINATION WOOD AND METAL)SHALL BE DESIGNED BY TINEE MAUFACTUR FOR -"L. (1.) Cr.)THE SPANS A SHORN ON ID CONDITIONS SH THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE (J
<br /> MANUFACTURER'S PUBLISHED SPECFICATIONS. ALL NECESSARY BRACING,BRIDGING,BLOCKING,PRE-NOTCHED PLATES ETC,SHALL
<br /> ALLOWABLE SOIL PRESSURE 1500 PSF BE THE DETAILED AND FURNISHED BY THE MANUFACTURER PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL Frr'FS. `v C.)
<br /> CNI
<br /> CONCRETE p..4r Iplp�
<br /> CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF fb AND
<br /> A 3000 PSI MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS(COMPLETE WITH STRESS DIAGRAMS)TO THE ARCHITECT AND THE STRUCTURAL ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE LTS•4-HO WOOD FRAMING BELOW WITH Ibd NAILS AT 6'oo.S7AC�iERED v`
<br /> CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OR BOLTED TO CONCRETE WITH 5/8'DIAMETER ANCHOR BOLTS••4'-0'oc.UNLESS SHOWN OTHERWISE. Si
<br /> ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO INC.THE AMOUNT DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER STATE OF WASHINGTON ` ^mil
<br /> SHALL BE 4%•I%BY VOLUME. 1 '•1
<br /> PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED)
<br /> REINFORCING STEEL SHALL CONFORM TO 45TM 4615,(INCLUDING SUPPLEMENT SI)GRADE 60,N.40000 PSI. EXCEPTION: COLUMN PERMANENT AND ibFrOkARY BRIDGING AND BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S -
<br /> AND
<br /> TIES,BEAM STIRRUPS,BARS TO BE FEILD BENT,BARS TO BE WELDED D ANY OTHER BARS SPECFICAIY SO NOTED ON THE SPECFICATIONS. w
<br /> Ed•6'oc.AT SHEET Fr,FS ��MM l�
<br /> DRAWINGS SHALL BE GRADE 40 fy 40,000 PSI REINFORCING COMPLYING WITH ASTM 4615(SI)MAY BE WELDED ONLY F MATERIAL ��RR l�/ O C✓ _
<br /> PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECFIED IN AILS.DI.4 ARE SUBMITTED.NO
<br /> WI•12'oc.AT INTERMEDIATE BEARING POINTS
<br /> REPFORCING SHALL BE WETSET UNLESS SPECFICALLY SO DETAILED. V �N+ �^1)l
<br /> PLYWOOD SHEATHING SHALL BE GRADE C-D EXTERIOR GLUE OR STRUCTURAL II,EXTERIOR GLUE IN CONFORMANCE WITH UB.G. (� W
<br /> STANDARD NO.25-9 ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS,EXr5SURE RATING AND PANEL INDEX MAY BE USED IN v
<br /> LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS,PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. SPECIAL INSPECTIONS SHALL BE REQUIRED FOR ALL CANTILEVERED RETAKING WALLS OVER 1 FT.4 BASEMENT WALLS OVER 10 FT.IN *CZ w
<br /> WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. HEIGHT. T.
<br /> PRESTRESSING STRANDS SHALL BE 12'ROUND 210 KSI SEVEN WIRE UNCOATED STRESS RELIEVED STRAND CONFORMING ASTM A-UN Date Jan,21 2020 ;
<br /> (210 KSU.
<br /> PROVIDE THE CITY OF BELLEVUE WITH SPECIAL INSPECTION FORM INDICATING SPECIAL INSPECTION REQUIREMENTS,SPECIAL
<br /> INSPECTORS NAME,ADDRESS AND TELEPHONE NUMBER INFORMATION PER IBC TOSS Drawn EN: JMP
<br /> REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKSAND
<br /> D BENDS)N ACCORDANCE WITH ACI 315-80 AND 318-83. LAP ALL ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONAR7 WAIL BE PRESSURE-TREATED WITH AN
<br /> ON CTINUOUS REINFORCEMENT 30 BAR DIAMETERS(2'-0'MIND.PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER AWPA PRESERVATIVE.PRESER/ATIV PROVIDE 2 LAYERS ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED FOR PERMIT
<br /> ED �" R��� Sheet Number
<br /> EARS 30 BAR DIAMETERS(2.-0'MIN. LAP ADJECENT MATS OF WELDED WIRE FABRIC ONE FULL MESH(MN.OF VI AT SIDES AND LEDGERS,BLOCKING,ETC.,AND CONCRETE OR MASONARY.
<br /> ENDS. CITY
<br /> OF
<br /> v
<br /> R TE S1
<br /> NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR 1\Eu I l..•
<br /> APPROVED BY THE STRUCTURAL ENGINEER /TI iq
<br />
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