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NSAL STRUCTURAL NOTES
<br /> (The following apply unless shown otherwise on the plans)
<br /> CRITERIA r. r.
<br /> I. ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, 13. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS.THE PURPOSE 11. CONCRETE SHALL BE MIXED,PROPORTIONED,CONVEYED AND PLACED IN ACCORDANCE WITH IBC
<br /> SPECIFICATIONS,THE 2001 EDITION OF THE INTERNATIONAL BUILDING CODE(IBC). OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE SECTION 1105 AND AGI 301.STRENGTHS AT 23 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS:
<br /> CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT,BY INDICATING WHICH MATERIAL IS INTENDED TO BE
<br /> 2. DESIGN LOADING CRITERIA FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF TYPE OF 23 DAY MAXIMUM MINIMUM CEMENT MAX.
<br /> DEVIATIONS,DISCREPANCIES,OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT CONSTRUCTION STRENGTH(re) SLUMP CONTENT PER CUBIC YARD AGGREGATE SIZE
<br /> ROOF SNOW LOAD 25 PSF DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY
<br /> PARTITION LIVE LOAD HORIZONTAL 5 PSF THE ENGINEER,THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. A. FOOTINGS, 3,000 P5I 5" 5-1/2 SACKS I-1/4" t-
<br /> FLOOR LIVE LOAD(RETAIL) 100 PSF OR 1,000 LBS. SLABS-ON-GRADE p tY
<br /> FLOOR LIVE LOAD(STORAGE). 125 PSF 14. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING PRECAST HOLLOW GORE PLANKS SHALL LL
<br /> GUARDRAILS/BALCONY RAILS(EXIT FACILITY) 50 PLF OR 200 LBS. INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP,STATE OF WASHINGTON AND SHALL BE B. SLABS ON METAL 3,500 PSI 5" 5-1/2 SACKS 3/4"
<br /> MECHANICAL UNITS. . WEIGHTS FURNISHED BY MANUFACTURER APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR DECK,TOPPING
<br /> LOADS IMPOSED ON THE BASIC STRUCTURE.THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE SLABS N
<br /> SNOW ROOF SNOW LOAD = 25 PSF CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY GALLED OUT ON ARCHITECTURAL OR :4C--.6
<br /> STRUCTURAL DRAWINGS.SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS C. CONCRETE WALLS 4,000 PSI 5" 6-1/2 SACKS 3/4" CO
<br /> GROUND SNOW LOAD = 20 PSF IMPOSED ON BASIC STRUCTURE.DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 0 0
<br /> EXPOSURE Ce = 1.00
<br /> IMPORTANCE FACTOR Is - 1.00 MIXES SHALL BE PROPORTIONED 50 AS NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED(BEFORE THE
<br /> THERMAL FACTOR Ct = 1.00 15. SPECIAL INSPECTION: CONCRETE CONSTRUCTION,PRECAST CONCRETE ERECTION,MASONRY ADDITION OF ADMIXTURES).THE WATER/GEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTINGS AND 0.45
<br /> CONSTRUCTION,STRUCTURAL STEEL FABRICATION AND ERECTION(INCLUDING FIELD WELDING AND FOR ALL SLABS AND EXPOSED CONCRETE UNLESS OTHERWISE NOTED.
<br /> WIND. ANALYSIS PROCEDURE: ASCE 1-05 METHOD 2 "ANALYTICAL PROCEDURE" HIGH-STRENGTH FIELD BOLTING),METAL DECK INSTALLATION,EXPANSION BOLTS AND THREADED EXPANSIONN" RI
<br /> . BUILDING CATEGORYINSERTS,SCREW ANCHORS,AND EPDXY GROUTED INSTALLATIONS,SHALL BE SUPERVISED IN ACCORDANCE THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A CONCRETE PERFORMANCE ,�C°iw #4.
<br /> II WMIX 15 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR ITH IBC SECTION 1104 AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED APPROVAL TWO f' '
<br /> 1114,
<br /> . 85 MPH �rr� 1 //� /
<br /> . EXPOSURE "B" BY THE ARCHITECT.THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION WEEKS PRIOR TO PLACING ANY CONCRETE.THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF
<br /> . TOPOGRAPHIC FACTOR Kzt - 1.0 REPORTS DIRECTLY TO THE ARCHITECT,STRUCTURAL ENGINEER,CONTRACTOR AND BUILDING OFFICIAL.ANY CEMENT,GEMENTITIOUS MATERIAL,FINE AND COARSE AGGREGATE,WATER AND ADMIXTURES A5 WELL A5 THE , IN 42,46,33,, '
<br /> IMPORTANCE FACTOR Iw - 1.0 MATERIALS WHICH FAIL TO MEET PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE WATER/GEMENT RATIO,SLUMP,CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITHsloNAt, . 's
<br /> UNFACTORED WIND BASE SHEAR NORTH/SOUTH Vw - 31 K ARCHITECT. IBC SECTION 1105.3.CHEMICAL ADMIXTURES AND FLY ASH SHALL CONFORM TO ASTM 0414 AND 0618
<br /> UNFACTORED WIND BASE SHEAR,EAST/WEST Vw - 24 K RESPECTIVELY.FLY ASH PERCENTAGE OF TOTAL CEMENTITIOUS MATERIAL SHALL NOT EXCEED 20%. THE
<br /> 16. EXTERIOR CLADDING PANELS,GLAZING SYSTEMS,AND CONNECTIONS SHALL BE DESIGNED BY THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION,THE COST OF WHICH SHALL BE PAID BY E
<br /> EARTHQUAKE. . ANALYSIS PROCEDURE: IBC "EQUIVALENT LATERAL FORCE PROCEDURE" MANUFACTURER FOR THE LOADS AND CONDITIONS SHOWN ON THE PLANS.MANUFACTURER SHALL SUBMIT THE GENERAL CONTRACTOR.REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY o
<br /> SEISMIC DESIGN CATEGORY(SDG) - D DETAIL DRAWINGS AND CALCULATIONS BEARING THE STAMP AND SIGNATURE OF A REGISTERED THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS.CONTRACTOR OR ai
<br /> PROFESSIONAL ENGINEER,STATE OF WASHINGTON.MANUFACTURER'S ENGINEER SHALL BE RESPONSIBLE FOR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. a, .2
<br /> OCCUPANCY CATEGORY = II DESIGN,CODE CONFORMANCE,AND CONNECTION OF EXTERIOR CLADDING PANELS TO BASIC STRUCTURE. c
<br /> SEISMIC SITE CLASS = D m =
<br /> ENGINEER OF RECORD TAKES NO RESPONSIBILITY FOR PRODUCT DESIGN,MANUFACTURE,DELIVERY AND ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIR a) co `'r' -�
<br /> . IMPORTANCE FACTOR le = 1.0 d a, r'
<br /> Si = 0.43 HANDLING,OR CONNECTION TO BASIC STRUCTURE.SHOP DRAWINGS SHALL BEAR THE REVIEW STAMP OF THE ENTRAINING AGENT CONFORMING TO ASTM C260.TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE >, cv
<br /> . MAPPED MCE 55 = 1.21; Q N
<br /> 5dl - 0.45 DESIGNING ENGINEER'S FIRM PRIOR TO REVIEW BY THE ENGINEER OF RECORD.ALL NECESSARY BRACING, SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 4.2.1.ALL CONCRETE EXPOSED TO THE WEATHER AND ALL o
<br /> DESIGN ACCELERATION Sds = 0.82; - U N 07,
<br /> TIES,ANCHORAGE,DISTRIBUTION MEMBERS,AND SIMILAR ELEMENTS SHALL BE FURNISHED AND INSTALLED IN GARAGE SLABS-ON-GRADE SHALL OBTAIN A 28-DAY STRENGTH f r.OF 3000 PSI IN ACCORDANCE WITH IBC
<br /> . SEISMIC RESISTING SYSTEM: GMU/GONG.BEARING 5HEAR WALL,R = 50
<br /> � --
<br /> CONFORMANCE WITH SUBMITTED DRAWINGS AND CALCULATIONS. TABLE 1104.3. 45 N 1
<br /> . SEISMIC BASE SHEAR NORTH/SOUTH Vs = 538 K co >
<br /> SEISMIC BASE SHEAR EAST/WEST Vs = 141 K C,1 w
<br /> CONCRETE MAY BE PLACED BY THE "SHOTCRETE" METHOD,PROVIDED THE APPROVALS,TESTS,AND
<br /> SEE PLANS FOR ADDITIONAL LOADING CRITERIA. POST ALL COMMERCIAL OR INDUSTRIAL LIVE LOADS OVER GEOTECHNICAL INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT ARE OBTAINED.SHOTCRETE MATERIALS,EQUIPMENT,
<br /> 50 PSF PER IBC SECTION 106.
<br /> PROCEDURES,PROPORTIONS,BATCHING AND MIXING AND PLACEMENT SHALL BE IN ACCORDANCE WITH ACI 1
<br /> 11. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE,EXCAVATION,COMPACTION, 506R,ACI 506.2 AND IBC, SECTION 1113.SHOTCRETE AGGREGATE SIZE SHALL NOT EXCEED 3/8". Le,..-
<br /> 3. LATERAL LOADS ARE TRANSFERRED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE SHEAR WALLS. AND FILLING REQUIREMENTS,SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE L. ------,..--2±-
<br /> MOMENTS,SHEARS AND ROTATIONAL FORCES ARE BASED ON THE RIGIDITY OF EACH SHEAR WALL AND ARE GEOTECHNICAL REPORT OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.FOOTINGS SHALL BEAR ON THE "SHOTCRETE"METHOD SHALL NOT BE USED WITHOUT MAKING SPECIAL ARRANGEMENTS THROUGH OWNER
<br /> CARRIED BY THE 5HEAR WALLS TO THE FOUNDATION. SOLID UNDISTURBED EARTH(CONTROLLED,COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW AND ENGINEER UNLESS STRUCTURAL DRAWINGS ARE SPECIFICALLY DETAILED TO ACCOMMODATE
<br /> LOWEST ADJACENT FINISHED GRADE.FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS(OR IN DETAILS)ARE SHOTCRETING. ■
<br /> 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR MINIMUM AND FOR GUIDANCE ONLY;THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE
<br /> BIDDING AND CONSTRUCTION.CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND GEOTECHNICAL ENGINEER.UNLESS 20. REINFORCING STEEL SHALL CONFORM 70 ASTM A615(INCLUDING SUPPLEMENT SI),GRADE 60,fy = *at
<br /> COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. OTHERWISE NOTED,FOOTINGS SHALL BE CENTERED UNDER COLUMNS OR WALLS ABOVE. 60,000 P51.GRADE 60 REINFORCING STEEL INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO
<br /> ASTM A106.REINFORCING STEEL COMPLYING WITH ASTM A6I5(SI)MAY BE WELDED ONLY IF MATERIAL ,��
<br /> 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS,MEMBER SIZES,AND CONDITIONS PRIOR TO BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S.D1.4 ARE
<br /> COMMENCING ANY WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE SUBSURFACE DRAINAGE A5 NOTED IN THE SOILS REPORT. SUBMITTED.
<br /> INTENDED A5 GUIDELINES ONLY AND MUST BE VERIFIED.
<br /> ALLOWABLE SOIL BEARING PRESSURE 4,000 PSF 21. REINFORCING STEEL SHALL BE DETAILED(INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI
<br /> 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL LATERAL EARTH PRESSURE(RESTRAINED/UNRESTRAINED). . . . . .60 PCF/42 PCF 315 AND 318.LAP ALL REINFORCEMENTS IN ACCORDANCE WITH "THE REINFORCING SPLICE AND
<br /> COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. SEISMIC SURCHARGE PRESSURE(RESTRAINED) .1H PSF DEVELOPMENT LENGTH SCHEDULE."PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS.
<br /> PASSIVE SO I L PRESSURE. .350 PCF
<br /> 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, SOIL COEFFICIENT OF FRICTION. .0.55 NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO
<br /> TECHNIQUES,SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HI5 WORK.THE STRUCTURAL ENGINEER SOIL DENSITY . 120 PCF DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. PROVIDE A 20'LONG REBAR GROUND(UFER
<br /> HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC TRAFFIC SURCHARGE. . 120 PSF GROUND) PER ELECTRICIAN.
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<br /> WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY
<br /> TRADE CONTRACTOR.THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT,SUPERVISE,NOTE,CORRECT,OR SOILS REPORT REFERENCE: #11-011 LIU $ ASSOCIATES,INC.DATED FEBRUARY 1,2011. 22. SYNTHETIC FIBER REINFORCEMENT SHALL BE FIBERMESH 300 POLYPROPYLENE FIBRILLATED FIBERS
<br /> REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER,CONTRACTORS,OR OTHER ENTITIES OR A5 MANUFACTURED BY PROPEX CONCRETE SYSTEMS CORP. IN ACCORDANCE WITH ASTM 1116.FIBER LENGTH
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<br /> PERSONS AT THE PROJECT SITE. SHALL BE GRADED(VARIABLE LENGTHS).ADD SYNTHETIC FIBER REINFORCEMENT IN STRICT ACCORDANCE
<br /> RENOVATION WITH THE MANUFACTURER'S INSTRUCTIONS AT A MINIMUM APPLICATION RATE OF 1.5 POUNDS PER CUBIC YARD
<br /> 8. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND OF CONCRETE.SUBSTITUTIONS PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW. Q U A N T U M
<br /> STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON 18. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY CONSULTING ENGINEERS
<br /> SHOP DRAWINGS ONLY WILL NOT SATISFY TH15 REQUIREMENT. DEMOLITION.SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A 23. CONCRETE PROTECTION(COVER)FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
<br /> MANNER SUITABLE TO THE WORK SEQUENCES.EXISTING REINFORCING SHALL BE SAVED WHERE AND A5
<br /> P. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOTED ON THE PLANS.SAW CUTTING, IF AND WHERE USED,SHALL NOT CUT EXISTING REINFORCING THAT 15 TO1511 THIRD AVENUE
<br /> NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF BE SAVED.DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3° SUITE 323
<br /> FORMED SURFACES EXPOSED TO EARTH(i.e.WALLS BELOW GROUND)OR WEATHER . 2" SEATTLE,WA 98101
<br /> CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURE.LIMIT CONSTRUCTION LOADING(INCLUDING DEMOLITION DEBRIS)ON EXISTING FLOOR SYSTEMS AND WALLS(INTERIOR FACE) 1 TEL 206.957.3900
<br /> STRUCTURAL ENGINEER.WHERE INFORMATION ON THE DRAWINGS 15 IN CONFLICT WITH THE SPECIFICATIONS, TO 40 PSF. FAX 206.957.3901
<br /> THE MORE STRINGENT SHALL APPLY.DO NOT SCALE THE DRAWINGS. www.quantumce.com
<br /> A. ALL NEW OPENINGS THROUGH EXISTING WALLS,SLABS AND BEAMS SHALL BE ACCOMPLISHED BY 24. CONCRETE WALL REINFORCING--PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE
<br /> 10. ALL STRUCTURAL SYSTEMS WHICH ARE COMPOSED OF FIELD ERECTED COMPONENTS SHALL BE SAW CUTTING WHEREVER POSSIBLE. WALL THICKNESS VERTICAL BARS HORIZONTAL BARS
<br /> SUPERVISED BY THE SUPPLIER DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE AND ERECTION IN B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO <
<br /> ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. CUTTING ANY OPENINGS. 8" WALLS *5 14" I CURTAIN *5 t 14" I CURTAIN 0I-
<br /> C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. 10"WALLS #4 @ 14'" 2 CURTAINS #4 14" 2 CURTAINS a w
<br /> II. SHOP DRAWINGS FOR REINFORCING STEEL(FOR BOTH CONCRETE AND MASONRY CONSTRUCTION), D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE,REBAR DOWELS EPDXIED INTO THE 2 rn o
<br /> PRECAST CONCRETE MEMBERS,STRUCTURAL STEEL,OPEN WEB STEEL JOISTS,AND METAL DECKING SHALL BE EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING,UNLESS OTHERWISE
<br /> SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE NOTED ON PLANS. 25. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS ® Z z
<br /> OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS.SEE MECHANICAL DRAWINGS FOR SIZE AND -+� O
<br /> ITEMS. LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS.SEE ARCHITECTURAL C 1(2 .,,c- D
<br /> DRAWINGS FOR ALL GROOVES,NOTCHES,CHAMFERS,FEATURE STRIPS,COLOR,TEXTURE,AND OTHER FINISH o 0 Z z
<br /> I 12. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF w
<br /> RECORD,AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR.CONTRACTOR SHALL REVIEW AND DETAILS AT ALL EXPOSED CONCRETE SURFACES,BOTH CAST IN PLACE AND PRECAST. co D
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<br /> STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD.CONTRACTOR SHALL REVIEW DRAWINGS a <a 0
<br /> FOR CONFORMANCE WITH THE MEANS,METHODS,TECHNIQUES,SEQUENCES AND OPERATIONS OF
<br /> o CONSTRUCTION,AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO.SUBMITTALS SHALL 0 w w
<br /> INCLUDE A REPRODUCIBLE AND ONE COPY;REPRODUCIBLE Wc ILL BE MARKED AND RETURNED.A MINIMUM OF U) 0 caw w
<br /> TWO WEEKS SHALL BE ALLOWED FOR REVIEW. z
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<br /> Drawing:
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<br /> LI 6816 Evergreen Way- B1206-014
<br /> Job Number.
<br /> 12104.01
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