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GENERAL STRUCTURAL (THE F LLOWNG ,APPLY UNLESS SHOWN OTT E NSE ON
<br />4. CONTRACTOR -INITIATED CHANGES SMALL BE SUBMITTED NNE WR17NG TO THE, ARCHITECT AND ENGINEER
<br />FOR APPROVAL PRIOR TO FAB ICA70N OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRA NN S ONLY
<br />WILL NOT SATISFY THIS REQUIREMENT.
<br />5. DRAWINGS INDICATE ATE ENERAL AND TYPICAL DETAILS OF CONSTIPUCTiON, WHERE CONDITIONS ARE NOT
<br />SPE 6FI ALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, &wLAR DETAILS OF
<br />CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE
<br />ENGINEER.
<br />SYSTEMS6. ALL STRUCTURAL WHICH ARE TO BE COMPOSED OF COMPONENTS
<br />BE SUPERVISED BY THE SUPPLIER DURING MANUFACTUR�NG, DELIVERY, HANDLING, STORAGE AND
<br />ERECTION WITH SUPPLIER.
<br />T, INSPECTIONS: INSPECTIONS OF THE WOOD FRAMING, THE STEEL REBAR AND WOOD FORMS FOR
<br />CONCRETE FOOTINGS & FOUNDATIONS, NS, AND CONCRETE SLABS ARE REQUIRED PER IBC SECTION 1092,
<br />T, ' I i,
<br />PRESSURELATERAL EARTH
<br />PASSIVE PRESSURE
<br />COEFFICIENT OF FRICTION
<br />4. SMALL ROUND OPENINGS SHALL E ACCOMPLISHED BY CORE DRILLING
<br />2. F007GS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED
<br />STRUCTURAL FILL OR BOTH) AT LEAST 18°' BELO N LOWEST ADJACENT FINISHED GRADE.
<br />MATERIAL TO BE COMPACTED TO % MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED
<br />NED
<br />BY ASTM DI 557,
<br />3. FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED 3" AT EACH
<br />INTERFACE WITH SOIL.
<br />4, ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING CONCRETE.
<br />ALL ABANDONED FOOTINGS, UTILITIES, ETC, THAT INTERFERE WITH NEW CONSTRUCTION
<br />SHALL BE REMOVED.
<br />. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLAT ION OF ALL CRIBBING, SHEAT HIN G,
<br />AND SHORING REQUIRED TO SAFELY RETAINS EXCAVATIONS.
<br />2. CONCRETE FOR FOOTINGS AND SLABS -ON -GRADE SMALL CONFORM TO A 23-N AY STRENGTH OF
<br />fc p 2500 PSI, SHALL CONTAIN NOT LESS THAN -1/2 SACKS OF CEMENT PER CUBIC YARD, AND
<br />SHALL BE PROPORTflONED TO PRODUCE A SLUMP OF " ONE LESS. CONCRETE EXPOSED TO
<br />EARTH OR WEATHER SHALL HAVE A 28TDAY STRENGTH H F fc = 3000 psi.
<br />NO ADMIXTURES, OTHERP FOR AIR -ENTRAINMENT AS NOTED ABOVE,L BE USEI
<br />ENGINEER.WffHOUT PRIOR REVIEW BY THE
<br />STRUCTURALALL CONCRETE IN ELEVATED SLABS AND BEAMS SHALL BE POURED
<br />MONOLiTHICALLY UNLESS SHOWN OTHERWISE OR APPROVED BY THE ENGINEER PRIOR TO
<br />3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDING
<br />SUPPLEMENT Sl), GRADE 60, -�y = 60,000 PSI, EXCEPTIONS. ANY BARS SPECIFICALLY NOTED ON
<br />THE DRAWINGS PSL
<br />WELDED WIRE
<br />FABRIC:
<br />rI ONE FULL MESH.
<br />SHEETS.PLACE AT MID -DEPTH, OR SLIGHTLY ABOVE, OF SLAB. MA TERiAL TO BE SUPPLIED IN FLAT
<br />4. REINFORCING STEEL SHALL ; _ N.ACCORDANCE
<br />ADJACENTACI 315-02. LAP ALL CONTINUOUS REINFORCEMENT PER NOTE D.5. PROVIDE CORNER BARS AT
<br />ALL WALL INTERSECTIONS, LAP CORNER BARS PER NOTE D.5, LAP ,. WELDED
<br />FABRIC OF
<br />WIRE ENDS. AT SIDES AND
<br />, REINFORCING STEEL LAPS AND EMBEDMENT SHALL BE AS NOTED BELOW, UNLESS NOTED
<br />OTHERWISE,
<br />DEVELOPMENT LENGTH 48 BAR DIAN .
<br />DEVELOPMENT LENGTH, top bar* 64 BAR Di AM.
<br />LAP SPLICE LENGTH 64 BAR I
<br />LAP SPLICE LENGTH, topbar- 80 BAR
<br />DIAM.
<br />*TOP
<br />BARS nr HORIZONTAL REINFORCEMENT
<br />IS CAST
<br />N MEMBER
<br />r ri BELOW
<br />.#1 THE
<br />BAR.
<br />ALL HOOKS SHALL BE "STANDARD" " IN ACCORDANCE CE ITN' A 131 . REINFORCING I SHALL NOT BE
<br />TACK WELDED.
<br />.
<br />E. CARPENTRY
<br />1GLUED LAWNATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE W7H
<br />PSL - Fb = 2,900; Fv = 290 PSI, E = 2,000,000 ISSN
<br />LSL - Fb = 2,2 0, Fv = 400 PSI, E - 1,500,000 PSI
<br />UNLESS NOTED OTHERWISE ON THE PLANS, WALL SHEATHING MAY BE
<br />LAID UP HORIZONTALLY OR VERTICALLY, UNSUPPORTED EDGES SHALL
<br />BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 8d @ 6"oc, NAIL
<br />WITH 8d @ 6"oc AT INTERMEDIATE SUPPORTS, NAIL SHEAR WALL
<br />SHEATHING ALL HOLDOWN
<br />STUDSEDGE NAIL SPACING
<br />HOLDOWN STUD DOES NOT OCCUR PANEL EDGES.
<br />CONTRACTOR TO COORDINATE ALL, TRADES AND VERIFY DIMENSIONS IN THE FIELD,
<br />OBTAINS 0 NERS APPROVAL PRIOR TO ALL FIELD CHANGES, SEE ARCHITECTURAL
<br />DRAW, IN S FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS,
<br />FLOOR AND WALL FINISHES, ETC.
<br />enera1Notes
<br />5 CHANGES
<br />29SEF21
<br />3 CHANGES
<br />12J AN21
<br />2 CHANGES
<br />IODEC20
<br />1 CHANGES
<br />21 OV29
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<br />CN
<br />D,7we1, By
<br />G WOLFKILL
<br />Date
<br />15 NOV 2020
<br />Checked by
<br />
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