|
BUILDING CODE — APPLICABLE C4DES AND STANDARDS MAXIMUM FLY ASH AS A PERCENTAGE OF TOTAL WEIGHT OF CEMENTITlOUS 3. OTHER CONCRETE: WHEN EMBEDMENT IS NOTED ON THE DRAWINGS, THE ANCHOR EFFECTIVE
<br /> MATERIAL SHALL BE 30 PERCENT. FLY ASH SHALL BE CLASS F, MEETING EMBEDMENT DEPTH SHALL EQUAL OR EXCEED THE NOTED EMBEDMENT DEPTH.
<br /> GENERAL ASTM C618 REQUIREMENTS. WATER/CEMENT RATIO SHALL BE BASED ON TOTAL S�BS� WHERE NO EMBEDMENT IS NOTED ON THE DRAWINGS, THE MINIMUM EFFECTIVE
<br /> CEMENTITIOUS MATERIAL, INCLUDING FLY ASH AND OTHER POZZOLANIC �14 AND #18 BARS: 1 -1/2 INCHES ANCHOR EMBEDMENT DEPTH SHALL BE 6.5 ANCHOR DIAMETERS, MINIMUM DISTANCE
<br /> ALL TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY UNLESS MATERIALS. MAXIMUM SIZE OF AGGREGATE SHALL BE AS LISTED BELOW. #11 BARS AND SMALLER: TO THE NEAREST CONCRETE EQGE SHAL� BE 12 ANCHOR DIAMETERS, AND MINIMUM
<br /> NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON TOP BARS: 3/4 INCH ANCHOR SPACING SHALL BE 8 ANCHOR DIAMETERS.
<br /> THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. ALL CONCRETE USED IN HORIZQNTAL SURFACES EXPOSED TO THE WEATHER SHALL BOTTOM BARS: 1 INCH
<br /> WHERE TYPICAL DETAILS ARE NOTED ON THE DRAWINGS, THE SPECIFIED TYPICAL CONTAIN AN ACCEPTABLE ADMIXTURE TO PRODUCE AIR—ENTRAINED CONCRETE WITH STAINLESS STEEL ANCHORS SHALL BE USED AT ALL EXTERIOR LOCATIONS AND
<br /> DETAIL SHALL BE USED. WHERE NO DETAIL IS NOTED, IT SHALL BE THE TOTAL AIR CONTENT AS NOTED IN THE CONCRETE MIX SPECIFICATION TABLE. WHERE SPECIFICALLY INDICATED ON THE DRAWINGS. NO STEEL REINFORCEMENT
<br /> WALLS: SHALL BE CUT TO INSTALL ANCNORS. DEFECTIVE OR ABANDONED HOLES SHALL
<br /> CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL TOLERANCE FOR AIR CONTENT SHALL BE +/-1 .5 PERCENT. AIR CONTENT SHALL #14 AND �18 BARS: 1 -1/2 INCHES BE FILLED WITH NON—SHRINK GROUT OR AN INJECTABLE ADHESIVE MATCHING THE
<br /> FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED BE MEASURED AT THE DISCHARGE OF THE TRUCK. IF CONCRETE IS PUMPED, AIR �11 BARS AND SMALLER: 1 INCH ADJACENT CONCRETE COMPRESSIVE STRENGTH. NOTIFY THE STRUCTURAL
<br /> ALTERNATE TYPICAL DETAILS T0 THOSE PROVIDED WITH RELATED CALCULATI�NS CONTENT SHALL BE MEASURED AT THE DISCHARGE END OF THE PUMP LINE.
<br /> TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND TESTS FOR AIR CONTENT SHALL MEET ASTM C172 REQUIREMENTS. BEAMS AND COLUMNS — TIES, STIRRUPS, SPIRALS: ENGINEER OF DEFECTIVE OR ABANDONED HOLES IN WALLS AND COLUMNS. THESE
<br /> FIELD USE. ELEMENTS MAY REQUIRE NON—SHRINK GROUT WITH A COMPRESSIVE MODULUS OF
<br /> THE CONTRACTOR SHALL DETERMINE SLUMP. EACH CONCRETE MIX SUBMITTED ALL BAR SIZES: 1 -1/2 INCHES ELASTICITY MATCNING THAT OF TH� ADJACENT CONCRETE. __
<br /> BUILDING CODE SHALL HAVE THE SLUMP SPECIFIED. SLUMP SHALL BE MEASURED AT THE SPECIFIED CONCRETE COVER SHALL BE MAINTAINED TO ALL REINFORCEMENT AT
<br /> DISCHARGE OF THE TRUCK. IF CONCRETE IS PUMPEQ, SLUMP SHALL BE HOLES SHALL BE DRILLED WITH ROTARY IMPACT HAMMER OR EQUIVALENT METHOQ
<br /> ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. THE MEASURED AT THE DISCHARGE END OF THE PUMP LINE. SLUMPS SHALL BE CONCRETE REVEALS AND INSETS. SNOP DRAWINGS SHOWING CONCRETE REVEALS TO PRODUCE A HOLE WITH A ROUGH INSIDE SURFACE. CORE DRILLING HOLES IS
<br /> PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS AND WITHIN +1 INCH AND —2 INCHES OF THE SPECIFIED SLUMP. AND OTHER INSETS SHALL BE SUBMITfED FOR REVIEW. NOT PERMITfED. THE ADHESIVE SHALL BE MIXED, APPLIED, AND CURED IN
<br /> ARE REFERENCED BY THE(R BASIC DESIGNATION. IN THE CASE OF CONFLICTING STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION
<br /> REQUIREMENTS, THE BUILDING CODE SHALL GOVERN. THE USE OF SUPER PLASTICIZERS AND WATER REDUCERS IS ALLOWED, BUT NOT SPECIAL DUCTILE QUALITY REINFORCING STEEL INSTRUCTIONS IN THE ICC—ES REPORT. ALL PLACEMENT AND CURING SHALL BE �
<br /> REQUIRED. ALL ADMIXTURES SHALL BE CHLORIDE FREE UNLESS OTHERWISE CONDUCTED WITH CONCRETE AND AIR TEMPERATURES ABOVE 50 DEGREES
<br /> APPLICABLE CODES AND STANDARDS APPROVED BY THE ENGINEER. VERTICA� REINFORCING IN COLUMNS AND SHEAR WALLS, LONGITUDINAL AND FAHRENHEIT. ADHESIVE SHALL BE APPLIED ONLY TO CLEAN, DRY CONCRETE.
<br /> DIAGONAL REINFORCING IN COUPLING BEAMS, AND ALL OTHER REINFORCING POSITIVE PROTECTION SHALL BE PROVIDED SO TNAT ANCHORS ARE NOT
<br /> BUILDING CODE INTERNATfONAL BUlLDING CODE (IBC), CONCRETE MIX SPECIFICATION TABLE MARKED "SDQ" SHAI�L BE LOW—ALLOY STEEL DEFORMED ASTM A706. BILLET DISTURBED DURING THE CURING PERIOD. DEFECTIVE OR ABANDONED HOLES
<br /> 2012 EDITION STEEL ASTM A615, GRADE 60 REWFORCEMENT MAY BE USED IN THESE MEMBERS SHALL BE FILLED WITH NON—SHRINK GROUT OR AN INJECTABLE ADHESIVE
<br /> f'c TEST MAX MAX AIR IF (1) THE ACTUAL YIELD STRENGTH BASED ON MI�L TESTS DOES NOT EXCEED MATCHING THE ADJACENT CONCRETE COMPRESSIVE STRENGTH. NOTIFY THE
<br /> ACI 318 AMERICAN CONCRETE INSTlTUTE, "BUILDING CODE MIN AGE W/C AGGREGATE CONTENT EXPOSURE THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI AND (2) THE RATIO STRUCTURAL ENGINEER OF DEFECTIVE OR ABANDONED HOLES IN WALLS AND
<br /> REQUIREMENTS FOR STRUCTURAL CONCRETE," LOCATION (PSI) (DAYS) RATIO SIZE PERCENT CLASS OF THE ACTUAL ULTIMATE TENSILE STRENGTH TO THE ACTUAL TENSILE YIELD COLUMNS. THESE ELEMENTS MAY REQUIRE NON—SHRINK GROUT WITH A
<br /> 2011 EDITION STRENGTH IS NOT LESS THAN 1 .25. IF MILL REPORTS ARE NOT AVAILABLE, COMPRESSIVE MODULUS OF ELASTICITY MATCHING THAT OF THE ADJACENT
<br /> MISCELLANEOUS 3,000 28 0.50 1 " 4.5 F1 SOPOCO THE REINFORCING SHALL BE TESTED PER THE SPECIFICATIONS AT THE CONCRETE.
<br /> CONTRACTOR'S EXPENSE.
<br /> ACI 530 AMERICAN CONCRETE INSTITUTE, "BUI�DING CODE CONGRETE, CURBS, NONSHRINK GROUT FOR BASE PLATES SLEEVES AND EMBEDDED STEEL
<br /> REQUIREMENTS FOR MASONRY STRUCTURES," SIDEWALKS WELDED WIRE REINFORCEMENT
<br /> 2011 EDITION GROUT SHALL BE AN APPROVED NONSHRINK CEMENTITIOUS GROUT CONTAINING
<br /> EXTERIOR EXPOSED 4,000 28 0.45 1" 4.5 F1SOPOCO WELDED WIRE REWFORCEMENT (WWR) SHALL BE ELECTRICALLY WELDED AND NATURAL AGGREGATES DELIVERED TO THE JOB SITE IN FACTORY PREPACKAGED
<br /> RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS, SLABS ON GRADE CONFORM TO ASTM A185. LAP EDGES AND ENDS OF FABRIC A MINIMUM OF ONE CONTAINERS REQUIRING ONLY THE ADDITION OF WATER. THE MINIMUM 28—DAY
<br /> "SPECIFICATION FOR STRUCTURAL JOINTS USING MESH SPACING PLUS 2 INCHES, BUT NOT LESS THAN 6 INCHES. WELDED WIRE COMPRESSIVE STRENGTH SHALL BE AT LEAST 1 ,000 PSI HIGHER THAN THE
<br /> HIGH—STRENGTH BOLTS," 2009 EDITION INTERIOR SLABS 4,000 28 0.50 1" — F1 SOPOCO REINFORCEMENT SHALL BE SUPPORTED ON CHAIRS IN ACCORDANCE WITH THE CRSI SUPPORTING CONCRETE STRENGTH, UNLESS NOTED OTHERWISE. GROUT SHALL BE
<br /> ON GRADE MANUAL OF STANDARD PRACTICE. MIXEQ, APPLIED, AND CURED STRICTLY IN ACCORDANCE WITH THE
<br /> AISC 341 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, MANUFACTURER'S PRINTED INSTRUCTIONS. FOR GROUTING UNDER BASE PLATES,
<br /> SEISMIC PROVISIONS FOR STRUCTURAL STEEL CONCRETE WALLS, 4,000 28 0.44 1 — F1 SOPOCO FORM CAMBER GROUT SHALL BE PROPORTIONED AS A FLOWABLE MIX. WHEN A FLOWABLE MIX
<br /> BUILDINGS," 2010 EDITION SPREAD FOOTINGS DOES NOT PROVIDE THE REQUIRED STRENGTH OR WHEN A MINIMUM STRENGTH OF
<br /> IN ADDfTION TO ANY CAMBER NOTED IN THE STRUCTURAL DRAWINGS, CONCRETE 10,000 PSI IS REQUIRED, AN EPDXY GROUT SHALL BE USED.
<br /> AISC 360 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, COLUMNS 7,000 28 0.44 3/4" — F1 SOPOCO FORMWORK SHALL BE CAMBERED TO COMPENSATE FOR FORM SAG UNDER WET
<br /> "SPECIFICATION FOR STRUCTURAL STEEL WALLS CONCRETE LOAD. CAMBERS OF LESS THAN 1/8 INCH MAY BE NEGLECTED. EMBEDDED ELECTRICAL CONDUIT
<br /> BUILDINGS," 2010 EDITION
<br /> REINFORCING STEEL CONSTRUCTI(JN JOINTS ELECTRICAL CONDUIT SHALL BE RIGID STEEL CONDUIT OR FLEXIBLE PLASTIC
<br /> AISI S100 AMERICAN IRON AND STEEL INSTITUTE, CONDUIT. ALUMINUM CONDUIT IS PROHIBITED.
<br /> "NORTH AMERICAN SPECIFICATION FOR THE ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A615, GRADE 60, UNLESS ALL CONSTRUCTION JOINTS IN SLABS, BEAMS, AND WALLS SNALL BE KEYED IN
<br /> DESIGN OF COLD—FORMED STEEL STRUCTURAL NOTED OTHERWISE. BARS SHALL BE SECURELY TIED IN PLACE WITH #16 GAGE ACCORDANCE WITH THE TYPICAL DETAILS OR, AT THE CONTRACTOR'S OPTION, FOR CONDUIT PLACED IN CONCRETE FLAT SLABS OR SLABS THAT ARE PART OF A
<br /> MEMBERS," 2007 EDITION, INCLUDING SUPPLEMENT MINIMUM ANNEALED BLACK WIRE. BARS SHALL BE SUPPORTED ON CHAIRS IN SHALL BE INTENTIONALLY ROUGHENED IN ACCORDANCE WITH THE FOLLOWING: CONCRETE SLAB AND BEAM SYSTEM, CONDUIT SHALL HAVE A MAXIMUM OUTSIDE
<br /> N0. 1 , DATED 2010 ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE. REINFORCWG THE SURFACE OF ROUGHENED JOINTS SHALL BE SAND BLASTED OR ROUGHENED DIAMETER OF 1/6 TIMES THE SLAB THICKNESS AND SHALL BE EMBEDDED WITHIN
<br /> STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315, DETAILS AND WITH A CHIPPING HAMMER TO EXPOSE THE AGGREGATE EMBEDDED IN THE THE MIDDLE THIRD OF THE SLAB DEPTH. MINIMUM CLEAR DISTANCE BETWEEN
<br /> ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS, QETAILING OF CONCRETE REINFORCEMENT." THE CONTRACTOR SHALL COORDINATE PREVIOUS POUR. THE EXPOSED AGGREGATE SHALL PROTRUDE A MINIMUM OF CONDUITS SHALL BE THREE TIMES THE CONDUIT DIAMETER. CONDUIT SHALL BE
<br /> "MINIMUM DESIGN LOADS FOR BUI�DINGS AND REINFORCING STEEL PLACEMENT DETAIL.S AND PROVIDE TEMPLATES FOR PLACING 1/4 INCH. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUTED TO MAINTAIN A MINIMUM CLEAR DISTANCE FROM PRESTRESSING TENDONS
<br /> OTHER STRUCTURES," 2010 EDITION STEEL IN CONGESTED AREAS AS NECESSARY. SHOP DRAWINGS (INCLUDING LAITANCE REMOVED. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, ALL OF 1 '-0" HORIZONTAL PARALLEL T0 THE TENDONS AND 1 INCH VERTICAL .
<br /> PLACING PLANS AND ELEVATIONS) SHALL BE SUBMITTED T0, AND REVIEWED BY, CONSTRUCTION JOINTS SHALL BE WETTED AND STANDING WATER REMOVED. PERPENDICU�AR TO THE TENDONS. SEE THE TYPICAL CONDUIT PLACEMENT
<br /> ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS THE ARCHITECT/ENGINEER BEFORE STARTING FABRICATION. CRITERIA DETAIL.
<br /> (ASTM INTERNATIONAL) VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE NELD TO A MAXIMUM
<br /> REINFORCING BARS SHALL BE LAP SPLICED FOR TENSION (LSB) UNLESS NOTED SPACING OF 40'-0". FOR CONDUIT PLACED IN SLABS ON STEEL DECKiNG, CONDUIT SHALL ONLY RUN
<br /> AWS A2.4 AMERICAN WELDING SOCIETY, "STANDARD SYMBOLS OTHERWISE ON THE DRAWINGS. �14 AND �18 BARS SHALL BE SPLICED USING IN THE STEEL DECK FLUTES PER TNE TYPICAL CONDUIT IN SLAB ON STEEL DECK
<br /> ALL CONSTRUCTION JOINTS IN SLABS, BEAMS, AND WALLS SHALL BE SUBMITTED DETAIL. CONDUIT SHALL NOT BE PLACED ABOVE DECK FLUTES IN EITHER
<br /> FOR WELDING, BRAZING, AND NONDESTRUCTIVE MECHANICAL COUPLINGS INCLUDING SPLICES WITH SMALLER BARS. #14 AND �18 TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE STARTING CONSTRUCTION. DIRECTION. THIS CONDUIT SHALL ROUTE UNDER THE SLAB ON METAL DECK OR
<br /> EVALUATION," 2007 EDITION BARS SHALL NOT BE LAP SPLICED. AT THE CONTRACTOR'S OPTION, MECHANICAL PROVIDE JOINTS AT LOCATIONS SPECIFICALLY NOTED ON THE ARCHITECTURAL OR AN ALTERNATIVE LOCATION WHICH SHALL BE COORDINATED BY THE CONTRACTOR
<br /> COUPLINGS MAY BE USED FOR ANY BAR SIZE, PROVIDED A CURRENT ICC—ES STRUCTURAL DRAWINGS. WITH THE ARCHITECT AND OTHER TRADES.
<br /> AWS D1,1 AMERICAN WELDING SOCIETY, "STRUCTURAL REPORT DEMONSTRATES THAT THE PRODUCT CAN ACHIEVE A MINIMUM TENSILE
<br /> WELDING CODE — STEEL," 2010 EDITfON STRENGTH OF 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR. SLEEVES
<br /> NO REINFORCING BARS SHALL BE SPLICED BY WELDING. SPLICE DEVICES SHALL
<br /> AWS D1 .3 AMERICAN WELDING SOCIETY, "STRUCTURAL HAVE A CURRENT ICC—ES REPORT THAT SHALL BE SUBMITTED TO THE ENGINEER EXCEPT AS DETAILED ON STRUCTURAL DRAWINGS, NO CONCRETE FOOTINGS,
<br /> WELDING CODE — SHEET STEEL," 2008 EDITION FOR APPROVAL. HEADED BARS OR TERMINATORS SHALL BE PROVIDED WHERE BEAMS, OR GIRDERS SHALL BE SLEEVED FOR PIPING OR DUCTS, UNLESS
<br /> INDICATED ON THE DRAWINGS OR AT THE CONTRACTOR S OPTION FOR CONGESTED APPROVED BY THE ENGINEER.
<br /> AWS D1 .4 AMERICAN WELDING SOCIETY, "STRUCTURAL AREAS OF REINFORCEMENT ANCHORAGE SUBJECT TO THE ENGINEER'S APPROVAL.
<br /> WELDING CODE — REINFORCiNG STEEL," HEADED BARS OR TERMINATORS SHALL MEET THE REQUIREMENTS OF ACI 318 AND ANCHORAGE TO HARDENED CONCRETE
<br /> 2007 EDITION ASTM A970, AND HAVE A CURRENT ICC—ES REPORT.
<br /> ANCHORAGE TO HARDENED CONCRETE SHALL INCLUDE MECHANICAL AND ADHESIVE
<br /> AWS D1 .8 AMERICAN WELDING SOCIETY, WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR TO
<br /> "STRUCTURAL ANCHORS OF SIZE, N�MBER, AND SPACING AS SHOWN ON THE DRAWINGS. HOLES
<br /> WELDING CODE — SEISMIC SUPPLEMENT," PLATES, ANGLES, ETC, IS PROHIBITED, EXCEPT WHERE SPECIFICALLY APPROVED SHALL BE DRILLED AND CLEANED AND ANCHORS SHALL BE INSTALLED IN STRICT
<br /> BY THE ENGINEER. WHERE WELDING IS APPROVED, IT SHALL BE DONE BY
<br /> 2009 EDITION AWS WABO WASHINGTON ASSOCIATION OF BUILDWG OFFICIALS CERTIFIED ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND AN
<br /> � � ) APPROVED ICC—ES REPORT. INSPECTION AND TESTING SHALL BE PROVIDED IN
<br /> ICC INTERNATIONAL CODE COUNCIL, INTERNATIONAL WELDERS USING E9018 OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL ACCORDANCE WITH THE GENERAL NOTES AND THE APPROVED ICC—ES REPORT.
<br /> CODE COUNCIL — EVALUATION SERVICES (ICC—ES) CONFORM TO THE REQUIREMENTS OF AWS D1 .4.
<br /> CONSTRUCTION STAGES. WHERE THE ANCHOR TYPE IS SPECIFIED ON THE DRAWINGS, SUBSTITUTION FOR A
<br /> CONCRETE MINIMUM CAST—IN—PLACE CONCRETE COVER OVER REINFORCING STEEL, UNLESS DIFFERENT TYPE OF ANCHORAGE (INCLUDING SUBSTITUTING FOR CAST-IN—PLACE
<br /> NOTED OTHERWISE, SHALL BE AS FOLLOWS: ANCHORAGE) SHALL NOT BE PERMITTED WITHOUT PRIOR CONSENT OF THE
<br /> MIXING, BATCHING, TRANSPORTING, PLACING, AND CURING OF ALL CONCRETE, ENGINEER.
<br /> AND SELECTION OF CONCRETE MATERIALS, SHALL CONFORM TO ACI 301 , 1 . CONCRETE CAST AGAINST EARTH:
<br /> "SPECIFICATIONS FOR STRUCTURAL CONCRETE," EXCEPT AS NOTED BELOW. ACCEPTABLE ANCHORS SHALL HAVE A CURRENT ICC—ES OR IAPMO—ES REPORT
<br /> PROPORTIONS OF AGGREGATE TO CEMENTITIOUS PASTE SHALL BE SUCH AS TO INDICATING THAT THE ANCHOR IS PERMITTED FOR RESISTING SEISMIC LOADS IN ,
<br /> PRQDUCE A DENSE, WORKABLE MIX THAT CAN BE PLACED WITHOUT SEGREGATION ALL BAR SIZES: 3 INCHES CRACKED CONCRETE. UNLESS NOTED OTNERWISE, ANCHORS SHALL BE ASTM A36
<br /> OR EXCESS FREE SURFACE WATER. 2. CONCRETE EXPOSED TO EARTH OR WEATHER: THREADED ROD OR ASTM A615, GRADE 60 REINFORCING STEEL DOWELS.
<br /> MIX DESIGNS LISTED BELOW SHALL BE SUBMITfED TO THE ARCHITECT AND #6 BAR OR LARGER: 2 INCHES
<br /> APPROVED PRIOR TO USE. SELECTION OF CONCRETE MIX PROPORTIONS SHALL BE #5 BAR OR SMALLER: 1 1/2 INCHES
<br /> IN ACCORDANCE WITH ACI 301 . MIX PROPORTIONS SHALL MEET OR EXCEED THE .
<br /> REQUIREMENTS LISTED BELOW FOR THE LOCATIONS NOTED. THE MORE STRINGENT
<br /> OF THE REQUIREMENTS LISTED SHALL GOVERN.
<br /> 0
<br /> M/��'�TUS S O�j Structural+Civil Engineers
<br /> � �1 l 1�I 1 V 13Q1 fiNh Avenue,Suite 3200 .
<br /> 1\L�1V l�1 V l�1� �` Seattle Washington 98101-2699
<br /> � A$$OCIATES � T:2062921200 F:2062921201 Q
<br /> �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �
<br /> ACCEPTABILITY D. TATHAM 08.03.15 N
<br /> — 40-092 BUILDING EXPANSION W2829162 MKA P.T. RYAN 08.13.15 ��CK T;�� TH�S oES��N ANo�oR - GENERAL NOTES W2829162 05.24.16 �,
<br /> `��`� Nc ,� SPECIFICATION IS APPROVED P.T. RYAN 08.03.15 sHE�r �
<br /> A 40-092 BUILDING EXPANSION W2829162 MKA P.T. RYAN 11.19.15 BOE,H�� �' � � � APPROVED BY DEPT. DATE G FRANCO 08.03.15 r�T�E 40-092 BUILDING EXPANSION �
<br /> B 40-092 BUILDING EXPANSlON W2829162 MKA P.T. RYAN 01.21.16 cHECKE� S 2A N
<br /> G , P.T. RYAN 08.03.15 B U I L D I N G 4 0'V�J� �
<br /> C 40-092 BUILDING EXPANSION W2829162 MKA P.T. RYAN 05.24.16 �o �T z3's6 � �,`�,�' APPROVED JOB N0. COMP N0. Y
<br /> ,��, �RA�E� �� W2829162 �
<br /> `�sroNAL��G APPROVED STRUCTURAL MASTER EVERETT, Wq °wc Na 40-092—S2A
<br />
|