4201 RUCKER AVE 2017 COMMUNITY HEALTH CENTER Plans 2022-11-21 (5)

General Structural Not�s THE FOLL�JWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS �TRU�7'UF�►L CRITERIA �I�GIP�EERIid� 1. ALL MATER I ALS, WORKMANSH I P, DES I GN, AND CONSTRUCT I QN SHALL CONFOftM TO THE 11. SHOP DRAWI NG REV I EW: D I MENS I ONS AND QUANT I T I ES ARE NOT REV I EWED BY THE PROOF TEST I NG: PROOF TEST I NG SHALL BE PERFORMED ON A M I NI MUM QF � 1� OF THE 27. NON-SNR I NK GROUT SHALL BE FURN I SHED BY AN APPRQVED MANUFACTURER AND SHA�L Z�z4 Third Avenue-Suite�oo-Seattle,WA 98�2� DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUIC..DING CQDE (2015 EDITION�, ENGINEEft OF RECORD, THERE�4RE MUST BE VERIFIED BY THE CONTRACTOR. INSTAL.L�D MICROPILES. MICROPILES SHALL BE PROOF TESTED IN AGCORDANGE WITF{ BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER' S PUBLISHED P� zO��443•�z�z ssfengineers.com AND THE INTERNATIONA� EXISTING BUILDING CODE (2015 EDITIONS). THIS PROJECT CONTRACTOR SNALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEEft OF ASTM D 1143-07 PROCEQURE "A" QUICK TEST TO 200 PERCENT OF THE DESIGN LOAD IN RECQMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL � I S A VOLUNTARY SE I SM I C RETROF I T OF AN EX I ST I NG STEEL MOMENT FRAME BU I LD I NG RECORD. CONTRACTOR SHALL REV I EW DRAW I NGS FOR CONFORMANCE W I TH THE MEANS, AGCORDANCE W I TH THE GEOTECNN I GAL REPORT. ON WH I CH I T I S PLACED (3000 PS I M I N I MUM�. Copyright 2017 Swenson Say Faget-AIf Rights Reserved THAT DOES NOT MEET CURRENT EARTHQUAKE CQDE REQIJIREMENTS. IT HAS BEEN METHQDS, TECHNIQUES, SEQUENGES AND OPERATIONS OF CONSTRUCTION, AND ALL � ANALYZED AND REINFORCED FOR MINIMUM MAINTENANCE IN ACGORDANCE WITH SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL 28. MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, INTERNATIONAL EXISTING BUILDING CODE, AND IS WITHIN THE CURRENT PRACTICE INCLUDE A REPRODUCIBLE AND ONE CQPY; REPRODUCIBLE WILL BE MARKED AND RE N OVATI O N SHALL BE BY AN ICC-ES APPROVEp SYSTEM (SUCH AS LENTON FOX-HOWLETT ETC. ) � 3. s FOR THE RENOUATION OF EXISTING BUILDINGS OF THIS AGE AND TYPE OF RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE - - - - AND SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BARS. - ,fl�� `q,�► CONSTRUCT I ON. SUBM I TTAL HAS BEEN FOUND TO BE I N GENERAL CONFORMANCE WI TH THE DES I GN OF ��'Y YF��'° 16. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE SPLICE LOCATIONS OF ALTERNATE BARS SHALL BE OFFSET BY A DISTANCE WHICH ry-' THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL TNEY HAVE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING GONFORMS TO THE ICC-ES REPQRT OF THE SPLICE USED. REFER TO THE STRUCTURA� `=�� 2. DESIGN LOADING CRITERIA: BEEN APPROVED BY THE BUILDING OFFICIAL. CONSTRUGTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. PLANS FOR LIMITATIONS ON PLACEMENT OF MECHANICAL SPLICES. ;� �• DEMOL I T I ON DEBR I S SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EX I ST I NG ``��,, 3000 {��;' HANDRAILS AND GUARDS SHOP DRAWING SUBMITTALS PRQCESSED BY TNE ENGINEER ARE NQT CHANGE 4RDERS. � ' �„�� THE PURPOSE OF SHQP DRAWING SUBMITTALS BY THE CONTRACTQR IS TQ DEMONSTRATE STRUCTURE. LIMIT CONSTRUCTION LOADING ( INCLUDING DEMOLITION DEBRIS) ON 29. HIGH STRENGTN THREADED RODS (STRESSED AND NON-STRESSED) SHALL BE DYWIDAG ��,10 �� GUARDRAILS/BALCONY RAILS . . . . . . . . . . . . . . . . . . . . 5Q PLF EXISTING FLOOR SYSTEMS TQ 40 PSF. THREADBARS WITH APPROPRIATE ANCHORAGE PLATES, NUTS, ANQ COUPLERS AS GUARDRAILS/BALCONY RAILS CONCENTRATED LOAD . . . . . . . . . . 200 LBS TO THE ENGINEER THAT THE CONTRRCTOR UNDERSTANDS THE DESIGN CONCEPT, BY MANUFACTURED BY DICKERHOFF AND WIDMANN, ING. , IN CONFORMANCE WITH ASTM OFFICES INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLEQ AND BY �7, CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, ANQ A-722 (FU = 75 KSI). FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . 50 PSF DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING DEUTATIONS DISCREPANCIES OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS ��wN: FLOOR LIVE LOAD CORRIDORS ABOVE FIRST FLOOR . 80 PSF ' ' CONSTRUCTION SHOWN ON THE DRRWINGS ARE INTENQED AS GUIDELINES ONLY AND FLOOR LIVE LOAD (LOBBIES RND FIRST-FLOOR CORRIDORS . . . . . . 100 PSF AND THE CQNTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SNOP MUST BE VERIFIED. THE CONTRACTOR SHALL NOTI�Y THE ARCHITECT AND STRUCTURRL AN C H O RAG E RWG FLOOR CONCENTRATED LOAD . . . . . . . . . . . . . ). . . . . . 2000 LBS DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE �Esi�N: DVM SPECIFICATIONS SHALL GONTROL AND SHALL BE FOLLOWED. EXISTING CQNSTRUCTION SHOWN ON THE DRAWINGS. ROOF 30. EPDXY-GROUTED ITEMS (THREAQED RODS Oft REINFORCING BAR) INTO CONCRETE CHECKED: ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF SPECIFIED ON THE DRAWINGS SHALL BE INSTALLEQ USING "NIT ftE 500-SD" AS DVM RpQF LIVE LOAD TENANT AGC�SSIBLE . . . . . . . . . . . . . . 60 PSF �2• SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING CANOPIES, BALCONIES, 18. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW MANUFACTURED BY HILTI CORP. INSTAI�L IN STRICT ACCORDANCE WITH ICC-ES � ) � COLD FORM STEEL FRAMING, TEMPORARY SHORING, CURTAIN WALL SYSTEMS, SKYLIGHT APPRovEQ: CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO REPORT N0. ESR-2322. MINIMUM BASE MATERIAL TEMPERATURE IS 41 DEGREES, F. DJS ROOF LIVE LOAD (PUBLIC ACCESSIBLE) . . . . . . . . . . . . . . . 100 PSF FRAMES, PREFABRICATED STAIR SYSTEMS, EXTERIOR CLADDING, AND PRE-ENGINEERED BE SAVED. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL ROOF �IVE LOAD (ACCESSI�LE AREAS LESS THAN 750 SQUARE FEET). . . 60 PSF SYSTEM SHALI_ BE STAMPED AND SIGNED BY A STRUCTURAL ENGINEER I,ICEN�ED IN INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDED BAR MISCELLANEOUS LOADS THE STATE OF WASHINGTON. SHOP DRAWINGS SHALL BE APPROVED BY THE COMPONENT A. ALL NEW OPENTNGS THROUGN EXISTING WALLS, SLABS AND BEAMS SHALL BE TYPE AND DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION AND EXPIRATION, , STAIR AND CORRIDOR �IVE LOAD (UNLESS OTHERWISE INDICATED) . . . 100 PSF DESIGNER PRIOR TO REVIEW OF THE ARCHITECT OR ENGINEER OF RECORD FOR ACCOMPIISHED BY SAW CUTTING WHEREVER POSSIBLE. CORNERS SHALL NOT BE HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHEREN�E PARTITION LOADING . . . . . . . . . . . . . . . . . . . . . 15 PSF GENERAL CONFORMANCE WITH TNE DESIGN OF THE BUILDING. THE COMPONENT OVERCUT. TO TNE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS MECHANICAL UNITS . . . . . . . . . . WEIGHTS FURNISHED BY MANUFACTURER DESIGNER IS RESPONSIBLE FOR CODE CQNFORMANCE AND ALL NECESSARY CONNEGTIONS g, CONTRACTOR SHALL UERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS REQUIRED FQR HORIZQNTAL AND OVERHEAD INSTALLATIONS, DEFLECTION CRITERIA NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP PRIOR TO CUTTING ANY OPENINGS. LIVE LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L/360 DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING. TOTAL LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L/240 BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE SUBMITTED WITH THE SHOP D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DRILL AND EPDXY 31. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG-BOLT 2" WEDGE ANCHORS AS � ENVIRONMENTAL LOADS DRAWINGS. DOWELS MATCHING THE NEW REINFORCING INTO THE EXISTING CONCRETE WITH 6" MANUFACTURED BY THE SIMPSON STRQNG TIE COMPANY AND INSTA�LED IN STRICT REVISIONS: SNOW . . . . . . . . . . . CE-1. 0, CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT � Foundation only - IS=1. 0, CT=1. 1, PG=25 PSF, PF=20 PSF EMBED, UNLESS OTHERWISE NOTED ON PLANS. 2 Permit Comments 7/11(2017 WIND . . . . . . . GCPI=O. 18, 110 MPH, ftISK CATEGORY I I, EXPOSURE "B" QUALITY ASSURANC� REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY IJNITS SHALL BE INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO Building Permit EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE � Comments 7/11/2017 LATERAL SYSTEM: STEEL CONCENTRICALLY BRACED FRAMES, 13. SPECIA� INSPECTION SNALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT VERIFY ANCNOR TYPE, ANCHOR DIMENSIONS, ANGHOR LOCATION, TIGHTENING TORQUE, CONCRETE VS - 260. 6 KIPS SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADNERENCE TO TNE INSTALLATION SITE CLASS=D, SS=1. 3353, SDS=0. 902, S1=0. 514, SD1=0. 514, CS=0. 150 EODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY TNE ARCHITECT, AND 19. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE I�STRUCTIONS. RETAINED BY THE BUILDING OWNER. THE ARCNITECT, STRUCTURAL ENGINEER, AND INCLUDING TESTING PROCEDURES. CQNCRETE SHALL ATTAIN A 28-DAY SDC D, I E=1. 0, R=6. 0 WI TH AC I 301 SEE PLANS FOR ADDITIONAL LOADING CRITERIA BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION ANQ ' , 32. EXPANSION BQLTS INTO CONCRETE MASQNRY UNITS SHALL BE "WEDGE-ALL" ANGHORS STRENGTN OF F C = 3, 000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 TEST RESULTS. SPECIRL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PftQPORTIONED TO PRODUCE A 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL IS REQUIRED UNLESS NOTED OTHERWISE. CONFORMANCE TO ICC-ES REPORT NUMBER ESR-1396, INCLUDING MINIMUM EMBEDMENT DRAWINGS FOR BIDDING AND CONSTRUCTIQN. ARCHITECTURAL DRAWINGS ARE THE SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRIGK MASONRY UNITS SNALL BE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE STRUCTURAL STEEL FABRICATION AND ERECTION PER AISC 360 REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS F' C = 2, 5Q0 INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO CQNCRETE CONSTRUCTION PER TABLE 1705. 3 PS�• VERIFY ANCHOR TYPE ANCHOR DIMENSIQNS ANCHOR LOCATION TIGHTENING TORQUE � SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE ' ' ' � DPD; REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. MASONRY CONSTRUCTION PER TMS 402-13 TABLE NOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION ANY WORK DONE BY THE GENERAL CONTRACTQR AFTER DISCOVERY OF SUCH 3. 1-3. 3 20. A CONCRETE PERFORMANCE MIX SHALL BE SUBMITTED TO THE STRUCTURRL ENGINEER INSTRUCTIONS. DISCREPANCY SHALL BE DONE RT THE GENERAL CONTRACTQR' S RISK. SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER TABLE 1705. 6 AND THE BUILDING DEPARTMENT FOft APPROV�L TWO WEEKS PRIOR TO PLACING ANY MICROPILE INSTA�LATION CONTINUOUS CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE 33. DRIVE PINS AND OTHER POWDER-ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE 4. PRIMARY STRUGTURAL ELEMENTS NQT DIMENSIONED ON THE STRUCTURAL PLANS AND EXPANSION BOLTS AND THREADED EXPANSION INSERTS PEft MANUFACTURER AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT (SERIES X-U, 0. 15%" DIAMETER (STEEL), UNLESS OTHERWISE NOTED) AS EPDXY GROUTED INSTALL�TIONS PER MANUFACTURER RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN MANUFACTUREQ BY THE HILTI CORP. OR AN APPROVED EQt1IVALENT IN STftENGTF! AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL ACCORDANCE WITH ACI 318, SECTION 5. 3. TNE USE OF A PERFORMANCE MIX EMBEDMENT. INSTALL IN STRICT ACCORQANCE WITN ICC-ES REPORT N0. ESR-1663. DIMENSION CONTROL IS DEFINED BY TNE ARCHITECTURAL WALL SECTIONS, BUILDING PERIODIC INSPECTION: INSPECTION SNALL BE PERFORMED AT INTERVALS NECESSARY REQUIRES BATCH PLANT INSPECTION, THE COST OF WNICH SHALL BE PAID BY THE MINIMUM EMBEDMENT IN CONCRETE SHAL� BE 1" UN�ESS OTMERWISE i�OTED. SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUGTURAL TO CONFIRM THAT WORK REQUIRING 5PECIAL INSPECTION IS IN COMPLIANCE WITH GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. ELEMENTS WILL REQUIRE QIMENSIONAL INFORMATION CONTAINED IN BOTH REQUIREMENTS. INQICATES ONL.Y THAT INFORMATION PRESENTED CONFORMS GEN�RALLY WITH CONTRACT ARCHITECTURAL AND STRUCTURAL DRAWINGS. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK DOCUMENTS. CONTRAGTOR QR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED, SPECIFIED PERFORMANCE. 34. EPDXY RENO�JATION ANCHORS TO NOLLOW OR GROUTED CMU, AND HOLLOW BRICK 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE MASONRY WALLS SPECIFIED ON TNE QRAWINGS SHALL BE INSTALLED USING METHODS, TECNNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE 21. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE "HIT-HY70" AS MANUFACTURED BY THE HILTI CORP. SCREEN TUBE IS REQUIRED IN 14. UNLESS OTNERWISE NOTED, TNE FQLLOWING ELEMENTS COMPRISE TNE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVER/iLL SUPERVISORY AIR-ENTRAINED WITH RN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, UNGROUTED CMU AND NOLLOW BRICK. INSTALL IN STRICT ACCORDANCE WITH ICC-ES AUTHORITY OR ACTUAL AND OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING SEISMIC-FORCE-RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR AND C618. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SNALL BE IN REPORT N0. ESR-2682, MINIMUM BASE MATERIAL TEMPERATURE IS 23 DEGREES, F. J SEISMIC RESISTANCE IN ACCOftDANCE WITH SECTION 1705. 12 OF THE INTERNATIONAL HOLES IN UNGROUTED CMU AND HOLLOW BRICK SHALL BE DRILLED ONLY. CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FRQM ��HE ACTIONS BUILDING CODE. ACCORDANCE WITH AGI 318, TAB�E 19. 3. 2. 1 MODERATE EXPOSIJRE, F1. ROTO-HAMMERS SHALL HAVE THE HAMMER OPTION TU�NED OFF. SPECIAL INSPECTION OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, OF �NSTALLATION IS REQUIRED. RODS SHALL BE OF THREADED ASTM-A36 MATERIAL SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO A. STRUCTURAL STEEL BRACED FRAMES REQUIRE CONTINUOUS INSRECTION FQR 22. REINFORCING STEEL SHALL CONFORM TO ASTM A615 ( INCLUDING SUPPLEMENT S1), � THE OWNER, CQNTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. WELDING PER AISC 341 EXCEPT SINGLE PASS FILLET WELDS NQT EXCEEDING GRADE 60, FY = 60, 00� PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON UNLESS OTHERWISE NOTED. PROJECT TITLE: 5f16-INCH. THE DRAWINGS SHALL BE GRADE 40, FY = 40, 000 PSI. WELDED WIRE FABRIC SHALL CHC BS� 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND CONFORM TO ASTM A-185. SPIRAL REINFORCEMENT SHALL BE DEFORMED WIRE STRUGTURAL COMPONENTS UNT I L ALL F I NAL CONNECT I ONS HAVE BEEN COMPLET�D I N CONFORM I NG TO ASTM A615, GRADE 60, FY = 60, Q00 PS I. �S� CENTER RCCQRDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON G E OTE C H NICAL STRUCTURES DUR I NG CONSTRUCT I ON". 23. DETA I L I NG OF RE I NFORC I NG STEEI� ( I NCLUD I NG HOOKS AND BENDS} SHALL BE I N Cae n e ra I St ru c�u ra I N otes C o n t i n u ed o n S 1 .2 4205 Rucker Avenue 15. FOUNDATION NOTES: SUBGRADE PftEPARATION INCLUDING DRAINAGE, EXCAVATION, ACCQRDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT Everett, WA 98203 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CQRNER BARS AT ARCNITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR RECOMMENDATIONS �IVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ALL WALL AND FOOTING INTERSECTIONS. LAP CQRNER BARS �5 AND SMAL�ER 40 BAR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTN OR COMPACTED DIAM�TERS OR 2' -0" MINIMUM. LAPS OF LARGER BARS SHALL 8E MADE IN REQUIREMENT. STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF WELDED WIRE A�E�-r: 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE FOQTING DEPTHS/ELEVATIONS SHQWN ON PLANS (OR IN DETAILS) ARE MINIMl1M AND FABRIC R MINIMUM OF 8" AT SIDES AND ENDS. �� CONDITIONS ARE NQT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO FOR GUIDANCE ONLY, THE ACTUAL ELEVATIONS OF FQOTINGS MUST BE ESTABLISHED BY THE CONTRRCTOR IN THE FIELD WORKING WITN THE TESTING I�AB AND SOILS NO BARS PARTIALLY EMBEDDED IN HARD�NED CQNCRETE SHALL BE FIELD BENT UNLESS Architectu ra) Werks, Inc. QETRILS SNOWN, SIMILAR DETAILS OF CONSTRUCTION SHALI� BE USED, SUBJECT TO ENGINEER. BACKFILL BEHIND AL� RETAINING WALLS WITH FREE DRAINING GRRNULAR SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUGTURRL ENGINEER. REUIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. 11416 98th Ave N E, Suite 200 TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED 24. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SMALL BE AS FOLLOWS: Kirkiand, WA 98033 OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS ALLOWABLE SOIL PRESSURE (NATIVE SQILS) . . . . . . . . . . . . . 5006 PSF PH 425 823 2244 BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICRL LATERAL EARTH PRESSl1RE (RESTRAINED/UNRESTRAINED). . . . . . . 55 PCF/35 PCF FOOTINGS AND OTHER UNFOftMED SURFACES GAST AGAINST AND PERMANENTLY EXPOSED DETAILS ARE NOTED ON THE PLANS, TNE SPECIFIED TYPICAL DETAIL SHALL BE USED, WHERE NO TYPICAL DETAIL IS NOTED IT SHALL BE THE CONTRACTOR' S ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1. 5 INCLUDED). . . . . . . 300 PCF TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3" RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE COEFFICIENT QF FRICTION (FS OF 1. 5 INCLUDED�. . . . . . . . . . . . . . 0. 3 FORMED SURFACES EXPOSED TQ EARTH OR WEATHER (#6 BARS OR LARGER) . . . . 2" � PROVIDED OR REQUEST ADDITIONAL INFOftMATION. THE CONTRACTOR SHALL SUBMIT TRAFFIC SURCHARGE PRESSURE (UNIFORM LQAD) . . . . . . . . . . . . . 75 PSF FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). . 1-1/2" zssuE: ALL PROPOSED ALTERNATE TYPICAL DETAILS TO TNOSE PROVIDED WITH RELATED SEISMIC SURCHARGE PRESSURE (UNIFORM LOAD) . . . . . . . . . . . . . 7H PSF COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . . . . . . . . 1-1/2" �U I�d I� P�rrn i� C AL C U L A T I O N S T O T H E E N G I N E E R F O R A P P R O V A L P R I O R T O S H O P D R A W I N G P R O D U C T I O N M I C R O P I L E C A P A C I T Y (C O M P R E S S I O N j T E N S I O N} . . . . . . . . . . . . . 5 0 k/P I L E S L A B S A N D W A L L S ( I N T. F A C E). . . . G R E A T E R O F B A R D I A M E T E R PLUS 1/8° OR � AND FIELD USE. (ASSUMED AND MUST BE VERIFIED) 3/4" � SHEET TITLE: 9. ALL STRl1CTURAL SYSTEMS, WHICH ARE TO BE COMPOSEQ OF COMPONENTS TO BE FIELD 25. CQNCRETE WALL REINFORCING--PROVIDE THE FOLLOWING UNLESS DETAILED ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, OTHERWISE: . �e n�ra1 DELIVERY, HANDLING, STORAGE AND ERECTIQN �IN ACCORDANCE WITH INSTRUCTIONS SOILS REPORT REFERENGE: �RIGINAL CONSTRUCTION DRAWINGS DATED 2-2-1973 S�'rU�tlJr�I PREPARED BY THE SUPPLIER. 6" WALLS �4 @ 16 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN MICROPILES 8" WALLS #4 @ 12 HORIZ. #4 @ 18 VERTICAL 1 CURTAIN �O�'@S 10. SHOP DRAWINGS FOR THE FOLLOWING �TEMS SHALL BE SUBMITTED TO THE ARCHITECT 10" WALLS #4 @ 18 HORIZ. �4 @ 18 VERTICAL 2 GURTAINS AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. MICROPILE INSTALLATION SHAL� CONFORM TO THE REGOMMENDATIONS GIVEN IN THE 12" WALLS #4 @ 16 HORIZ. �4 @ 18 VERTICAL 2 CURTAINS s�'��: SOILS REPORT. MICROPILES SHALL BE 6" MINIMUM DIAMETER WITH API CASING WHERE METAL DECKING REQUIRED. GROUT FOR MICROPILE INSTALLATION SHALL HAVE A 28-DAY MINIMUM LIGHT GAUGE STRUCTIJRAL FRAMING 26. CAST-IN-PLACE CONCRETE; SEE ARCHITECTURAL DRAWINGS FOR EXACT L4CATIQNS AND DATE: May 4, 2017 COMPRESSIVE STRENGTH OF 3, OOQ PSI. THE GEOTECHNICAL SPECIAL INSPECTOR SNALL DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE PROJECTNO: ftEINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION) BE CONTINUOUSLY PRESENT DURING PILE INSTALLATION AND TESTIN6. MECHANICAL DRAWINGS FOR SIZE P,NQ LOCATION OF MISCELLRNEOUS MECHANICAL 11221-2017-01 STRUGTURAL STEEL OPENINGS THROUGH CONCRETE WALLS. SEE ARCNITECTURAL QRAWINGS FOR ALL DESIGN BUILD ELEMENTS DYWIDAG THREAD�D BAR SHALL GONFORM TO ASTM SPECIFICATION A-722 FOR HOT SHEETNO; ROLLED, PROOF STRESSED ALLOY STEEL, FU - 75 KSI. GRQOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTH�R APPROVED SETS OF ALL SNOP DftRWINGS SHALL ALSO BE SUBMITTED TO TNE BUILDING FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST-IN-PLACE RND DEPARTMENT. PRECAST. � �.. NO: OF SHEEfS: