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THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE
<br />CODE INTERNATIONAL BUILDING CODE IBC (2015)
<br />STRUCTURAL LOADS
<br />FLOOR LIVE LOADS:
<br />ROOF SNOW LOADS:
<br />WIND LOADS:
<br />EARTHQUAKE LOADS:
<br />TYPICAL FLOOR LIVE LOAD = 50 PSF
<br />GROUND SNOW LOAD, Pg = 15 PSF
<br />ROOF SNOW LOAD, Pf = 25 PSF
<br />SNOW EXPOSURE FACTOR, Ce =1.0
<br />SNOW LOAD IMPORTANCE FACTOR, Is =1.0
<br />THERMAL FACTOR, Ct =1.0
<br />BASIC WIND SPEED, Vult =115 MPH
<br />RISK CATEGORY: II
<br />WIND EXPOSURE: 'B'
<br />Kzt =1.0
<br />SEISMIC RISK OCCUPANCY CATEGORY: II
<br />SEISMIC IMPORTANCE FACTOR, le = 1.00
<br />MAPPED ACCELERATIONS, SS =1.3 S1 = 0.494
<br />SITE CLASS = C
<br />DESIGN ACCELERATIONS, Sds = 0.96 Sd1= 0.48
<br />SEISMIC DESIGN CATEGORY: D
<br />SHOP DRAWINGS
<br />SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF
<br />SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH
<br />MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED, AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICT
<br />BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEE
<br />THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SUBMITTAL REVIEW IS FOR GENERAL CONFORMANCE ONLY; THIS REVIEW DOES NOT CHECK
<br />DIMENSIONS OR QUANTITIES.
<br />FOUNDATIONS
<br />MAXIMUM SOIL PRESSURE 4000 PSF. EXTERIOR FOOTINGS SHALL BEAR V-6" (MINIMUM) BELOW FINISH GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC,
<br />SURFACE SOILS AND SHALL BE LOWERED IF SUITABLE SOIL IS NOT FOUND AT ELEVATIONS SHOWN ON DRAWINGS. BACKFILL TO BE THOROUGHLY COMPACTED PER SPECIFICATIONS.
<br />PROVIDE 2 #5 (MINIMUM) CONTINUOUS BOTTOM OF ALL WALLS AND FOOTINGS. FOR ADDITIONAL INFORMATION REFER TO SOILS REPORT NO. JN10176, BY GEOTECH CONSULTANTS INC.,
<br />DATED OCTOBER 4, 2016..
<br />CONCRETE
<br />A. CONCRETE
<br />ALL CAST -IN -PLACE CONCRETE SHALL BE WITH THE EXPOSURE CATEGORIES, WATER -CEMENT RATIOS, ENTRAINED AIR AND MINIMUM 28-DAY
<br />COMPRESSIVE STRENGTHS AS INDICATED IN THE CONCRETE SCHEDULE ON THIS SHEET.
<br />ELEMENTS EXPOSURE CATEGORY W/C AIR f'c
<br />FOUNDATION FO SO CO 0
<br />SLAB ON GRADE EXPOSED TO WEATHER F2 SO C2 0.4 7 5000
<br />CONCRETE MIX DESIGNS FOR ALL CONCRETE ELEMENTS SHALL COMPLY WITH SECTION 19.3 OF AC1318-14 BASED ON THE EXPOSURE CATEGORIES LISTED IN THE ABOVE TABLE. NO
<br />CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE.
<br />B. REINFORCING
<br />ALL REINFORCING BARS SHALL BE NEW BILLET STEEL ASTM A615, GRADE 60 CONFIRMING TO ACI 318 SECTION 20.2.2.5.
<br />ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED, SPACED IN FORMS, AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND
<br />REQUIREMENTS OUTLINED IN THE LATEST EDITION OF ACI 318, AND THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315.
<br />THE CONTRACTOR SHALL SUBMIT CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS, INCLUDING STEEL SIZES, SPACING, PLACEMENT AND SUPPORT DETAILS AND DOWELS AT
<br />EXPANSION JOINTS FOR REVIEW PRIOR TO FABRICATION.
<br />ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF LATEST EDITION OF ACI 318 AND THE SPLICE TABLE INCLUDED IN THE STRUCTURAL DOCUMENTS UNO. ALL WWR
<br />SHALL BE LAPPED TWO (2) FULL MESH PANELS AND TIED SECURELY.
<br />WHERE REQUIRED, DOWELS SHALL MATCH THE SIZE AND SPACING OF MAIN REINFORCING, UNO.
<br />BAR SUPPORTS IN CONTACT WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED.
<br />IN NON -PRESTRESSED CAST -IN -PLACE CONCRETE, THE SPECIFIED CONCRETE COVER FOR REINFORCEMENT SHALL NOT BE LESS THAN THE
<br />FOLLOWING, UNLESS LARGER COVER IS NOTED ELSEWHERE.
<br />• CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:
<br />3 IN,
<br />CONCRETE EXPOSED TO EARTH OR WEATHER:
<br />95 BAR, W31, OR D31 WIRE AND SMALLER 1-1/2 IN.
<br />CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
<br />SLABS, WALLS, JOISTS:
<br />#11 BAR AND SMALLER 3/4 IN.
<br />C. CONSTRUCTION JOINTS
<br />ALL CONSTRUCTION JOINTS SHALL BE ROUGH TO A MAGNITUDE OF %" AND SHALL BE WIRE BRUSHED, CLEANED AND MOISTENED IMMEDIATELY PRIOR TO PLACING NEW CONCRETE
<br />F. GENERAL
<br />THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING THE LOCATIONS OF ALL CONSTRUCTION JOINTS, CONTROL JOINTS, CURBS, SLAB DEPRESSIONS, SLEEVES, OPENINGS, ETC.
<br />MINIMUM SLAB -ON -GRADE THICKNESSES SHALL BE 5" FOR SIDEWALKS, 8" FOR AUTOMOBILE TRAFFIC AREAS, AND 10" FOR TRUCK TRAFFIC AREAS, UNO.
<br />ANCHORAGE TO HARDENED CONCRETE:
<br />WHERE EXPANSION ANCHORS ARE SPECIFIED, USE "HILTI KWIK BOLT TZ" (REFERENCE ICC REPORT ESR-1917.)
<br />WHERE SCREW ANCHORS ARE SPECIFIED, USE'SIMPSON TITEN HD" (REFERENCE ICC REPORT ESR-2713).
<br />WHERE EPDXY ANCHORS ARE SPECIFIED, USE "HILTI HY-200" OR "SIMPSON SET-XP" (REF. ICC REPORT ESR-3187 AND ESR-2508).
<br />FOR EPDXY ANCHORS, USE ASTM F1554 GRADE 36 THREADED ROD, UNLESS OTHERWISE NOTED. HOLES MUST BE CLEANED OF DUST AND DEBRIS AND BE FREE OF STANDING WATER
<br />WHEN EPDXY IS INSTALLED. SPECIAL INSPECTION OF EPDXY ANCHORS IS REQUIRED. DO NOT CUT ANY REINFORCING BARS TO INSTALL ANCHORS. DEFECTIVE HOLES SHALL BE FILLED
<br />SOLID WITH EPDXY.
<br />FOR ANY SUBSTITUTIONS TO THE ABOVE, THE CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER MANUFACTURER'S LITERATURE DESCRIBING THE ANCHORS AND LISTING ICC
<br />APPROVED ALLOWABLE SHEAR AND TENSION VALUES.
<br />STRUCTURAL STEEL:
<br />WIDE FLANGE SHAPES TO BE ASTM A992,FY=50KSI.
<br />CHANNELS, ANGLES, AND PLATES TO BE ASTM A36, FY=36 KSI.
<br />HSS RECTANGULAR AND SQUARE STRUCTURAL TUBE TO BE ASTM A500, GRADE B, FY=46 KSL
<br />ALL STEEL EXCEPT STEEL EMBEDDED IN CONCRETE SHALL BE GIVEN ONE SHOP COAT OF APPROVED PAINT.
<br />WELDS TO BE 3/16" MINIMUM CONTINUOUS FILLET, BY CERTIFIED WELDERS USING E70XX ELECTRODES.
<br />ALL WELDING SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1. ALL WELDING PARAMETERS SHALL BE WITHIN THE
<br />ELECTRODE MANUFACTURER'S RECOMMENDATIONS. WELDING PROCEDURES SHALL BE SUBMITTED TO THE OWNER'S TESTING AGENCY FOR REVIEW BEFORE STARTING FABRICATION OR
<br />ERECTIONS. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE TO ALL WELDERS AND THE SPECIAL INSPECTOR.
<br />STEEL TO STEEL BOLTED CONNECTIONS ARE SHOWN TO BE BEARING -TYPE CONNECTIONS USING A325 BOLTS WITH THREADS INCLUDED IN THE SHEAR PLANE. HOLE SIZE SHALL BE IN
<br />ACCORDANCE WITH AISC SPECIFICATION FOR BEARING CONNECTION AND BOLTS SHALL BE TIGHTENED TO SNUG -TIGHT CONDITION.
<br />WHERE BOLTS ARE NOTED A325SC, CONNECTIONS SHALL BE FRICTION -TYPE CONNECTIONS WITH BOLTS TENSIONED AND USING APPROPRIATE HARDENED STEEL WASHERS AS REQUIRED
<br />BY RISC STANDARDS.
<br />ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY ARE ASTM F1554 GRADE 36, UNLESS OTHERWISE NOTED. USE HEADED ANCHOR BOLTS, NOT "J" BOLTS. DO NOT ENLARGE HOLES
<br />IN BASE PLATE BY BURNING. BENDING OF ANCHOR BOLTS IS PERMITTED ONLY WITH THE PRIOR APPROVAL FROM THE ENGINEER.
<br />S WHERE NOT SPECIFICALLY SHOWN BY DETAIL, CONNECTIONS SHALL BE BOLTED FRAME BEAM CONNECTIONS PER AISC STANDARDS. DURING ERECTION, STRUCTURAL STEEL SHALL BE
<br />R, SECURED FROM COLLAPSING WITH TEMPORARY BRACING.
<br />SUBMIT SHOP DRAWINGS PREPARED BY AN EXPERIENCED DETAILER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS TO BE COMPLETE, SHOWING ALL WELDS AND MATERIAL
<br />GRADES. PROVIDE A PLAN LOCATION OR DETAIL REFERENCE FOR EACH SHOP DRAWING. FOR MINOR STEEL -TO -STEEL CONNECTIONS OF 12" AND SMALLER STEEL MEMBERS: IF AN
<br />EXPLICIT CONNECTION IS NOT SHOWN ON THE STRUCTURAL DRAWINGS, DETAILER IS TO PROPOSE A CONNECTION SIMILAR TO THE CONNECTIONS ON THE DRAWINGS OR PER AISC
<br />STANDARD CONNECTIONS. ON THE SHOP DRAWING, CLOUD THE CONNECTION AND STATE "VERIFY." SHOP DRAWINGS NOT MEETING THESE CONDITIONS WILL BE REJECTED. REVIEW OF
<br />SHOP DRAWINGS BY THE ENGINEER IS FOR DESIGN INTENT ONLY, AND DOES NOT INCLUDE VERIFICATION OF DIMENSIONS AND QUANTITIES. VERIFICATION OF DIMENSIONS AND
<br />QUANTITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
<br />STEEL FABRICATORS AND DETAILERS: BASE BID TO INCLUDE STEEL DETAILER AND FABRICATOR TIME AND COSTS FOR ROUTINE CONSTRUCTION QUESTIONS. ROUTINE CONSTRUCTION
<br />QUESTIONS INCLUDE DIMENSIONAL QUESTIONS AND MINOR FRAMING QUESTIONS. ROUTINE CONSTRUCTION QUESTIONS ARE PART OF THE NORMAL CONSTRUCTION PROCESS, AND ARE
<br />TO BE INCLUDED IN THE BASE BID.
<br />SCOPE OF STRUCTURAL ENGINEERING SERVICES:
<br />THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE STRUCTURAL WORKING DRAWINGS FOR THIS PROJECT. THE CONSTRUCTION MUST BE
<br />PERFORMED IN STRICT ACCORDANCE WITH THE STRUCTURAL DRAWINGS. ANY DEVIATION FROM THE DRAWINGS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.
<br />ERRORS AND/OR OMISSIONS FOUND ON THE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY.
<br />PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL
<br />DRAWINGS. ANY DISCREPANCIES, CONTRADICTIONS, OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH WORK OR FABRICATION OF
<br />THE ITEM(S) IN QUESTION.
<br />THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM, EXCEPT FOR ANY COMPONENTS NOTED ABOVE. RESPONSIBILITY FOR ANY
<br />SECONDARY STRUCTURAL AND NON-STRUCTURAL SYSTEMS NOT SHOWN ON THE STRUCTURAL PLANS RESTS WITH SOMEONE OTHER THAN THE STRUCTURAL ENGINEER.
<br />THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STABILIZE THE
<br />BUILDING DURING CONSTRUCTION.
<br />THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OF, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR
<br />SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK, NOR WILL HE BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE
<br />CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
<br />FIELD MEASUREMENTS AND THE VERIFICATION OF FIELD DIMENSIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY. THE CONTRACTOR MUST CHECK ALL (ASSUMED)
<br />EXISTING CONDITIONS SHOWN ON THESE DRAWINGS FOR ACCURACY AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES.
<br />OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE INADVERTENT MISLABELING OF DETAILS OF WORK WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE
<br />DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INADVERTENT MISLABELED
<br />DETAILS OF THE WORK BUT THEY SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED iN THE DRAWINGS AND SPECIFICATIONS.
<br />PLACE ALL SLABS -ON -GRADE IN STRIP POURS OF 30 FEET MAXIMUM WIDTH WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS, STRIP POURED SLABS SHALL HAVE SAW CUT
<br />CONTROL JOINTS SPACED AT 36 TIMES THE SLAB THICKNESS (15'-0" MAXIMUM) ON CENTER. SAW CUTTING SHOULD BE PERFORMED BEFORE THE CONCRETE STARTS TO COOL AFTER PEAK
<br />HEAT OF CEMENT HYDRATION, AND AS SOON AS THE CONCRETE HAS HARDENED ENOUGH TO SUPPORT EQUIPMENT WITHOUT DAMAGE AND NOT RAVEL THE CONCRETE DURING CUTTING,
<br />SAW CUTTING SHALL BE DONE WITHIN 12 HOURS OF CONCRETE PLACEMENT.
<br />D. CURING AND SEALING
<br />PROVIDE SPECIFIED CURING COMPOUND AND SEALER FOR THE TOP SURFACE OF ALL SLAB WORK, UNLESS NOTED OTHERWISE. VERIFY COMPATIBILITY OF SPECIFIED SEALERS AND/OR
<br />HARDENERS WITH ARCHITECTURAL TOPPINGS AND FINISHES.
<br />E. TOLERANCES
<br />ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 117, LATEST EDITION, "SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS AND
<br />COMMENTARY", EXCEPT AS MODIFIED BY THESE DOCUMENTS.
<br />SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES, FLOOR DEPRESSIONS, AND NON-STRUCTURAL CURBS.
<br />SLABS SHALL MEET THE FLOOR FLATNESS (FF) AND FLOOR LEVELNESS (FL) TOLERANCES INDICATED IN SPECIFICATIONS. FINISHED FLOOR SLABS THAT DO NOT MEET THE SPECIFIED
<br />SURFACE TOLERANCES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO SUBMIT PROPOSED REPAIR PROCEDURES TO THE ARCHITECT/STRUCTURAL ENGINEER
<br />FOR REVIEW AND APPROVAL PRIOR EXECUTION OF REPAIR WORK.
<br />KEY PLAN
<br />SCALE: NTS
<br />REVISION I DATE
<br />Permit#: B2009-011
<br />Site Address: 1407 80TH ST SW
<br />Owner: ACHILLES USA INC
<br />Tenant: ACHILLES USA INC
<br />App. Date: 9/9/2020
<br />Proposed Use: COMMERCIAL
<br />Description: REMOVE 6 METAL SILOS AND INSTALL 1
<br />NEW SILO USING EXTG FNDTN
<br />Reviewed By:)VvDate:
<br />Office Set Job Site t Fire/Planning Set
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<br />EVERETT FIRE DPSM
<br />THESE DOCUMENTS HAVE NOT BEEN
<br />APPROVED FOR THE ISSUANCE OF
<br />PUBLIC WORKS, MECHANICAL, FIRE
<br />SUPPRESSION, ELECTRICAL OR
<br />PLUMBING PERMITS.
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