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<br /> General Structural Notes
<br /> THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS �
<br /> STRUCTURAL
<br /> ENGINEERING
<br /> CRITERIA CONCRETE
<br /> 1. ALL MATER I ALS WORKMANSH I P DES I GN, AND CQNSTRUCT I ON SHALL CONFORM TO THE 12. SHOP DRAWI NGS OF DES I GN BU I LD COMPONENTS I NCLUD I N6 CANOP I ES, BALCQN I ES, 18. CONCRETE SNALL BE M I XED, PROPORT I ONED, CONVEYED AND PLACED I N ACCORDANCE 30. CONCRETE SCREW ANCHORS I NTO CONCRETE AND CONCRETE MASONRY UN I TS SHALL BE z�24 Third Avenue-Suite�oo-Seattle,wA 9s�z�
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<br /> DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 COLD FORM STEEL FRAMING, TEMPORARY SHORING, CURTAIN WALL SYSTEMS, SKYLIGHT WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY nTITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON
<br /> EDITION�. FRAMES, PREFABRICATED STAIR SYSTEMS, EXTERIOR CLADDING, AND PRE-ENGINEERED STRENGTH OF f� � = 3, 000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1�2 STRONG-TIE COMPANY INSTALLED IN STRICT ACC4RDANCE WITH ICC-ES REPORT N0. 934 Broadway - Tacoma,wA 984oz
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<br /> SYSTEM SHALL BE STAMPED AND SIGNED BY A STRUCTURAL ENGINEER LICENSED IN SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A ESR 2713 (CONCRETE), N0. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT
<br /> 2. DESIGN LOADING CRITERIA: THE STATE OF WASHINGTON. SHOP DRAWINGS SHALL BE APPROVED BY THE COMPONENT SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SNALL BE INTO �
<br /> DES I GNER PR I OR TO REV I EW OF THE ARCH I TECT OR ENG I NEER OF RECORD FOR ' FULLY GROUTED CELLS. SPEC I AL I NSPECT I ON I S REQU I RED. Copyri9ht zols Swenson Say Fa9et-A��rtiqhts R�erved
<br /> GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE COMPONENT REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f c = 2, 500
<br /> ROOF PSI.
<br /> ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS STE E L .� J• S
<br /> NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SNOP 19. A CONCRETE PERFORMANCE MIX SNALL BE SUBMITTED TO THE STRUCTURAL ENGINEER � �R �
<br /> DEFLECTION CRITERIA DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LQADS IMPOSED ON AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY 31. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: �� �
<br /> BASIC STRUCTURE. DESIGN CALCULATIONS SHA�L BE SUBMITTED WITH THE SHOP �
<br /> LIVE LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L/360 CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE �
<br /> TOTAL LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L/240 DRAWINGS. AND CQARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS TNE WATER CEMENT A. AISC 360 AND SECTION 2205. 2 OF THE INTERNATIONAL BUILDING CODE. ,
<br /> RATIO, SLUMP, CQNCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN B. APRIL 14, 2010 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND w� �^ 3000 <,:�
<br /> QUALITY ASSURANCE �� �
<br /> S ACCORDANCE W I TH AC I 318-14, SECT I ONS 26. 4. 3 AND 26. 4. 4. THE USE OF A BR I DGES AMENDED AS FOLLOWS: AS NOTED I N THE CONTRACT DOCUMENTS, BY THE o ��`'' ���` ��
<br /> ENV I RONMENTAL LOAD �'�'�10 �
<br /> SNOW . . . . . . . . . . . Ce-1. 0, Is-1. 0, Ct-1. 1, Pg=25 PSF, Pf-20 PSF HALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT P E R F O R M A N C E �1 I X R E Q U I R E S B A T C H P L A N T I N S P E C T I O N, T H E C O S T O F W H I C H S H A L L D E L E T I O N O F P A R A G R A P H 4. 4. 1, A N D R E V I S E R E F E R E N C E F R O M "STRUCTURAL
<br /> WIND . . . . . . . GC i-0. 18 110 MPH RISK CATEGORY II EXPOSURE "B" 1 3. S P E C I A L I N S P E C T I O N S B E P A I D B Y T H E G E N E R A L C O N T R A C T O R. R E V I E W OF MIX SUBMITTALS BY THE DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3. 1.
<br /> P - SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTEQ CONFORMS C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.
<br /> EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND
<br /> LATERAL SYSTEM: ORDINARY I�OMENT FRAME GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL DRAWN:
<br /> RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 32. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: �ZB
<br /> SITE CLASS=Q, Ss=1. 36, Sds=0. 9, S1=0. 52, SD1=0. 52, Cs=0. 39, BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND DESIGN:
<br /> SDC D, Ie=1. 5, R=3. 5 TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION 20. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE TYPE OF I�EMBER ASTM SPECIFICATION FY ZKF
<br /> SEE PLANS FOR ADDITIONAL LOADING CRITERIA IS REQUIRED UNLESS NOTED OTHERWISE.
<br /> AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, CHEC .
<br /> AND C618. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN A. OTHER SHAPES, PLATES, AND RODS A36 36 KSI ZKF
<br /> 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL STRUCTURAL STEEL FABRICATION AND ERECTION PER AISC 360
<br /> DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE ACCORDANCE WITH ACI 318-14, TABLE 19. 3. 2. 1 MODERATE EXPOSURE, F1. B. STRUCTURAL TUBING A500 (GR. B) OR ASTM A1085 APPROVED: D�S
<br /> PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE CONCRETE CONSTRUCTION PER TABLE 1705. 3 -SQUARE OR RECTANGULAR 46 KSI
<br /> SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER TABLE 1705. 6 21. REINFORCING STEEL SHALL CONFORM TO ASTM A615 ( INCLUDING SUPPLEMENT S1), -ROUND 42 KSI
<br /> WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER GRADE 60 FY - 60 000 PSI. C. CONNECTION BOLTS A325-N
<br /> REPORTED TO THE ARCHITECT, EPDXY GROUTED INSTALLATIONS PER MANUFACTURER ' ' (3/4" ROUND, UNLESS SHOWN OTHERWISE)
<br /> ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH
<br /> DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR' S RISK. PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY 22• DETAILING OF REINFORCING STEEL ( INCLUDING HOOKS AND BENDS) SHALL BE IN .
<br /> TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT 33. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF
<br /> 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND REQUIREMENTS. #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.
<br /> DETAILS SHALL BE LQCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL CONTINUOUS INSPEGTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR
<br /> DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING DIAMETERS OR 2' -Q" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN 34. ALL STEEL EXPOSED TO THE WEATNER OR IN CONTACT WITH GROUND SHALL BE R ONS:
<br /> REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED.
<br /> SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE CORROSION PROTECTED BY GALVANIZATION OR PROVIDED WITH EXTERIOR PAINT
<br /> ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH 14. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE FABRIC A MINIMUM OF 8n AT SIDES AND ENDS. SYSTEM, UNLESS OTHERWISE NOTED.
<br /> ARCHITECTURAL AND STRUCTURAL DRAWINGS. SEISMIC-FORCE-RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR
<br /> SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1705. 12 OF THE INTERNATIONAL NO BARS PARTIALLY EMBEDdED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS 35. SHOP PRIME ALL STEEL EXCEPT:
<br /> 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE BUILDING CODE. SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. A. STEEL ENCASED IN CONCRETE. �
<br /> METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE
<br /> CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY A. STRUCTURAL STEEL MOMENT FRAMES AND BRACED FRAMES REQUIRE CONTINUOUS 23. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: B. SURFACES TO BE WELDED. .
<br /> AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING INSPECTION FOR WELDING PER AISC 341 EXCEPT SIN6LE PASS FILLET WELDS NOT C. CONTACT SURFACES AT HIGH-STRENGTH BOLTS. _ _ _
<br /> CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS EXCEEDING 5/16-INCH. FOOTINGS AND OTHER UNFORI�ED SURFACES CAST AGAINST AND PERt�ANENTLY EXPOSED D. MEMBERS TO BE GALVANIZED.
<br /> OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3" E. MEMBERS WHICH 4VILL BE CONCEALED BY INTERIOR FINISHES.
<br /> SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO 15. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE FORMED SURFACES EXPOSED TO EARTH OR WEATHER 6 BARS OR LARGER , , 2" F. SURFACES TO RECEIVE SPRAYEQ FIREPROOFING.
<br /> �# � • • G. SURFACES TO RECEIVE OTHER SPECIAL SHOP PRIMERS.
<br /> THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJEGT SITE. SEISMIC-FORCE-RESISTING SYSTEI� AND ARE SUBJECT TO SPECIAL TESTING FOR FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). . 1-1/2»
<br /> SEISMIC RESISTANCE PER SECTION 1705. 13 OF THE INTERNATIONAL BUILDING CODE. COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . . . . . . . . 1-1/2» 36. ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR �
<br /> 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND SLABS AND WALLS ( INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4» A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE
<br /> STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN A. STRUCTURAL STEEL USED IN MOMENT FRAi�ES AND BRACED FRAMES SHALL BE IN EMBEDDED END.
<br /> ACCORDANCE WITH TNE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON ACCORDANCE WITH THE QUALITY ASSURANCE REQUIREMENTS OF AISC 341. 24. CONCRETE WALL REINFORCING--PROVIDE THE FOLLOWING UNLESS DETAILED . .
<br /> STRUCTURES DURING CONSTRUCTION�. OTHERWISE: 37. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL
<br /> 16. STRUCTURAL OBSERVATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY
<br /> 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE 1704. 6 OF THE INTERNATIONAL BUILDING CQDE FOR THE FOLLOWING BUILDING 6" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT �
<br /> ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR ELEMENTS:
<br /> CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS 8" WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN PENETRATION 6ROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A
<br /> REQUIREMENT. STRUCTURAL STEEL CONSTRUCTION 10" WALLS #4 @ 18 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT - LBS AT 70
<br /> 12" WALLS #4 @ 16 HORIZ. #4 @ 18 VERTICAL 2 CURTAINS DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER = 4��� ��,�
<br /> S OF CONSTRUCTION. WHERE THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD ADEQUATE NOTICE TO CERTIFICATION. �t�,���� �'��9 ",. � ��
<br /> 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAIL T CTURAL DRAWINGS FOR EXACT LOCATIONS AND �x�N_�,������'� �a� �
<br /> CONDITIONS A R E N O T S P E C I F I C A L L Y I N D I C A T E D B U T A R E O F S I t�I L A R C H A R A C T E R T O S C H E D U L E A P P R O P R I A T E S I T E V I S I T S F O R S T R U C T U R A L O B S E R V A T I O N. 2 5. C A S T-I N-P L A C E C O N C R E T E: S E E A R C H I E
<br /> D E T A I L S S H O W N, S I M I L A R D E T A I L S O F CONSTRUCTION SHALL BE USED, SUBJECT TO DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE 3 8. M E T A L F L O O R A N D R O O F D E C K I N G S H A L L B E I N A C C O R D A N C E T O T H E F O L L O W I N G: h�'�
<br /> REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL P R O V I D E S I Z E, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS
<br /> E'
<br /> TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL SHOWN ON THE PLANS. ARC SEAM AND SPOT (PUDDLE) WELDS FOR FIELD ASSEMBLY OF
<br /> OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER METAL DECK SHALL BE MADE WITH MINIMUM E60XX ELECTRODES. DECK ALTERNATES -
<br /> BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST-IN-PLACE AND MUST BE CQNNECTED ACCORDING TO PUBLISHED ICC-ES CRITERIA FOR DIAPHRAGM
<br /> DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTION 110, 1705, OR OTHER PRECAST. SHEARS SHOWN. PROVIDE TEMPORARY SHORING WHERE REQUIRED PER MANUFACTURER' S
<br /> USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR' S SECTIONS OF THE INTERNATIONAL BUILDING CODE. PUBLISHED CRITERIA. �
<br /> RESPONSIBIL
<br /> ITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE 26. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED I�ANUFACTURER AND SHALL PROJECT TITLE:
<br /> PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SNALL SUBMIT THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE �IANUFACTURER' S PUBLISHED A. NONCOMPOSITE STEEL FLOOR DECKS SHALL BE DESIGNED AND CONSTRUCTE G u nderson Building Reclad
<br /> ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED STRUCTURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION. OBSERVED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ACCORDANCE WITH ANSI/SDI-NC1. 0.
<br /> CALCULATIONS TO THE ENGINEER F4R APPROVAL PRIQR T4 SNOP DRAWING PRODUCTION DEFICIENCIES SNALL BE REPORTED IN WRITING T4 TNE OWNER' S REPRESENTATIVE, QN WHICH IT IS PLACED (3D00 PSI MINIMUM). B. STEEEL ROOF DECK SHALL BE DESIGNED AND CQNSTRUCTED IN ACCORDANCE WITH Canopy Framing
<br /> AND FIELD USE. SPECIAL INSPECTOR, CONTRACTOR, AND THE BUILDING OFFICIAL. THE STRUCTURAL ANSI/SDI-RD1. 0.
<br /> OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT AN C H O RAG E C. COMPSITE SLABS ON STEEL DECKS SHALL BE DESIGNED AND CONSTRUCTED IN
<br /> 9. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES - ACCORDANCE TWITH SDI-C. 4'
<br /> ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING �tANUFACTURING, WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER' S KNOWLEDGE, HAVE NOT BEEN 27. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG-BOLT 2" WEDGE ANCHORS AS .
<br /> DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS RESOLVED. MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT
<br /> PREPARED BY THE SUPPLIER. CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUi� EMBEDMENT
<br /> REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK I�ASONRY UNITS SHALL BE
<br /> 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT G EOTE C H NICAL INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO �
<br /> AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, ARCHITECT:
<br /> i7. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE HOLE DIMENSIONS, ANCHOR EI�BEDMENT, AND ADHERENCE TO THE INSTALLATION Ev01uti0n ArChiteCtu re
<br /> STRUCTURAL STEEL ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR INSTRUCTIONS.
<br /> APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN 6264 Ellis Ave S
<br /> APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING ASSUMED, NOTIFY TNE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. 28. EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR} SPECIFIED ON THE Seattle, WA 98 108
<br /> DEPARTMENT. DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS PH 2O6.588.1282
<br /> FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT MANUFACTURED BY THE SIMPSON STRONG, TIE CO�IPANY. INSTALL IN STRICT info@evolutionarchitecture.net
<br /> 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW ACCORDANCE WITH ICC-ES REPORT N0. ESR-2508. MINIMUM BASE MATERIAL
<br /> ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. COLUMNS OR WALLS ABOVE. TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE �
<br /> CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF N4TED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY
<br /> I U :
<br /> RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, BACKFILL BEHIND ALL RETAINING WALL.S WITH FREE DRAINING, GRANULAR FILL AND ANCHOR OR EMBEDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE
<br /> METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL PROVIDE FOR SUBSURFACE DRAINAGE. IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, Pe rm it
<br /> SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL ANCHOR EI�BEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS.
<br /> INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND ALLOWABLE SOIL PRESSURE. . . . . . . . . . . . . . . . . . . . . . 2000 PSF CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD
<br /> RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE , , , , , s TITLE:
<br /> LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) . . 55 PCF/35 PCF INSTALLATIONS.
<br /> SUBMITTAL HAS BEEN FOUND TO BE IN GENERA� CONFORMANCE WITH THE DESIGN OF ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1. 5 INCLUDED). . . . . . . 300 PCF
<br /> THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE COEFFICIENT OF FRICTION (FS OF 1. 5 INCLUDED). . . . . . . . . . . . . . 0. 3 29. EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE G e n e ra I
<br /> BEEN APPROVED BY THE BUILDING OFFICIAL.
<br /> TRAFFIC SURCHARGE PRESSURE (UNIFORM LOAD) . . . . . . . . . . . . . 75 PSF DRAWINGS SHALL BE INSTALLED USING "AT-XP" AS MANUFACTURED BY SIMPSON St ru ct u ra
<br /> STRONG-TIE COI�PANY. INSTALL IN STRICT ACCORDANCE WITH IAMPO REPORT N0.
<br /> SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. SEISMIC SURCHARGE PRESSURE (UNIFORM LOAD) . . . . . . . . . . . . . 7H PSF N Ot@S
<br /> THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE ER-0281. MINIMUM BASE MATERIAL TEMPERATURE IS 14 DEGREES, F. RODS SHALL
<br /> BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF �
<br /> TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDED BAR TYPE AND SCALE:
<br /> INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE N.T.S. _
<br /> DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO DATE:
<br /> DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED Oct. 5, 2018
<br /> PROJECT N0:
<br /> AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP FOR HORIZONTAL AND OVERHEAD INSTALLATI4NS. 10807-2018-13
<br /> DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND
<br /> SHEET N0:
<br /> SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.
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