6200 12TH DR SE 2017 Plans 2022-12-12

General Structural Notes �� I THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS y��n � CRITERIA � �, 9y p � l. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE 9. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD 16. UNLESS OTHERWISE NOTED, THE FOLLOWING E�EMENTS COMPRISE THE 22. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE �,, � ' STRUCT�RAL � DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, SEISMIC-FORCE-RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, Ei�lGINEERING EDITION). DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS SEISMIC RESISTANCE IN ACCORDANCE WITH SECTION 1705. 12 OF THE INTERNATIONAL AND C618. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN PREPARED BY THE SUPPL I ER. BU I LD I NG CODE. ACCORDANCE WI TH AC I 318, TABLE 19. 3. 2. 1 MODERATE EXPOSURE, F1. 2�z4 Third Avenue-Suite�oo-Seattle,WA g8iz� 2. DES I GN LOAD I NG CR I TER I A: p: zo6.443.6z,z ssfengineers.com ' OFFICES 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT A. STRUCTURAL WOOD SHEAR WALL SYSTEMS REQUIRE PERIODIC INSPECTION FOR 23. REINFORCING STEEL SHALL CONFORM TO ASTM A615 ( INCLUDING SUPPLEMENT S1�, 934 Broadway - Tacoma, wn g84oz FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . 50 PSF AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. FIELD GLUEING, NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF GRADE 60, FY = 60, 000 PSI, P� z53•z$4•947o ssfengineers.com ' FLOOR LIVE LOAD (LOBBIES AND FIRST-FLOOR CORRIDORS) . . . . . . 100 PSF COMPONENTS WITHIN THE SEISMIC FORCE, RESISTING SYSTEM INCLUDING SHEAR CONNECTOR PLATE WOOD ROOF TRUSSES WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES AND HOLDOWNS. � ; FLOOR CONCENTRATED LOAD . . . . . . . . . . . . . . . . . . . 2000 LBS 24. DETA I L I NG OF RE I NFORC I NG STEEL ( I NCLUD I NG HOOKS AND BENDS� SHALL BE I N Copyright 2017 Swenson Say Faget-All Rights Reserved � RESIDENTIAL - MULTIFA�IILY DWELLINGS GLUED LAMINATED MEMBERS ACCORDANCE WITH ACI 315-99 AND 318-11. LAP ALL CONTINUOUS REINFORCEMENT i FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF MANUFACTURED LUMBER (PSL' S, �SL' S, LVL' S) 17. STRUCTURAL OBSERVATION SHA�L BE PERFORI�ED IN ACCORDANCE WITH SECTIONS #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT I FLOOR LIVE LOAD (PRIVATE ROOMS AND CORRIDORS SERVING THEM) . . . 40 PSF PLYWOOD WEB JOISTS 1704. 6 OF THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING BUILDING ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR ��°`� �'i FLOOR LIVE LOAD (PUBLIC ROOMS AND CORRIDORS SERVING THEM) . . . 100 PSF REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION) ELEMENTS: DIAMETERS OR 2' -0" �IINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN `� ' ROOF STRUCTURAL STEEL ACCORDANCE WITH ACI 318-11, CLASS B. LAP ADJACENT MATS OF WELDED WIRE �' � �� ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF PRE-FABRICATED ASSEMBLIES ( INCLUDING PANELIZED SYSTEMS) LIGHT FRAMED SHEAR WALLS FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. � `�� I _ HOLDDOWNS �� �, MISCELLANEOUS LOADS SELF TIGHTENING HOLDOWN SYSTEMS CONCRETE CONSTRUCTION ', STAIR AND CORRIDOR LIVE LOAD (UNLESS OTHERWISE INDICATED) . . . 100 PSF „ , ,� NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS � 3"28 `� ! MECHANICAL UNITS . . . . . . . . . . WEIGHTS FURNISHED BY MANUFACTURER CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8 = 1 -0 STRUCTURAL STEEL CONSTRUCTION SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. �'i°�s ' DEFLECTION CRITERIA SCALE INDICATING LOGATIONS OF CONNECTION EMBEDMENT S AND WALL OPENINGS FOR �1�N�3 THE CONTRACTOR SHALL PROVIDE THE EN6INEER OF RECORD ADEQUATE NOTICE TO LIVE LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L/360 REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WALL ELEVATION SCHEDULE APPROPRIATE SITE VISITS FOR STRUCTURAL OBSERVATION. 25. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: ; TOTAL LQAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L/240 DRAWINGS WITH REINFORCEMENT SHOP DRAWINGS. p N: i ENVIRONMENTAL LOADS STRUCTURAL OBSERVATION MEANS THE VISUAL OSSERVATION OF THE STRUCTURAL FQOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED � ' APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING SNOW . . . . . . . . . . . CE=1. 0, I S=1. 0, CT=1. 1, PG=25 PSF, PF=20 PSF SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPEC I F I CAT I ONS, TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 DESIGN: WIND . . . . . KZT=1. 0, GCPI=0. 18, 110 MPH, RISK CATEGORY II, EXPOSURE "B" DEPARTMENT. AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . . 2" J RC � � EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). . 1-1/2" CHECKED: � LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTION 110, 1705, OR OTHER R7A ' SITE CLASS=D, SS=139, SDS=93, S1=�3, SD1=53, CS=0. 143 ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. SECTIONS OF THE INTERNATIONAL BUILDING CODE. 26. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL APPROVED: �I SDC D, IE=1. 0, R=6. 5 CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER' S PUBLISHED ABB , RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ' METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL ON WHICH IT IS PLACED 3000 PSI MINIMUM . '� 2a 2a a a STRUCTURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION. OBSERVED ( � , -�-� -�----�� --.� �--�- SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER' S REPRESENTATIVE, INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND SPECIAL INSPECTOR, CONTRACTOR, AND THE BUILDING OFFICIAL, THE STRUCTURAL AN C H O RAG E O O O RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE i I_ _ _ _ I_ o � � OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT � I- - - � "' I I SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES I I I I THE BUILDING. THE SUB�IITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE 27. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG-BOLT 2" WEDGE ANCNORS AS i I I I I BEEN APPROVED BY THE BUILDING OFFICIAL. WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER' S KNOWLEDGE, HAVE NOT BEEN MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT � I ° I I RESOLVED. CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT R ONS: OO j OO j 2O OO j OO j OO SHOP DRAWING SUBMITTALS PRO�ESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE G E OTE C H NICAL INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO I I I I VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, I I I I TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY 18. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, I I I I INDICATIN6 WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION o � � DETAILING THE INTENDED FABRIGATION AND INSTALLATION METHODS. IF COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH INSTRUCTIONS. �3 L � 02 � J �3 N � � DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS � AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH 4R COMPACTED 28. EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE ! DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS ', ROOF PLAN W� �A�� SPECIFIGATIONS SHALL CONTROL AND SHALL BE FOLLOWED. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ', FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED ACCORDANCE WITH ICC-ES REPORT N0. ESR-2508. MINIMUM BASE MATERIAL '� ZONE COMPONENT AREA DESIGN PRESSURE NOTES: 12. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING CANOPIES, BALCONIES, BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE � 10 SQ/FT (OR_ LESS -28PSF ___ •PRESSURES MAY BE INTERPOLATED COLD FORM STEEL FRAMING, TEMPORARY SHORING, CURTAIN WALL SYSTEMS, SKYLIGHT ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ', Oj ____ _ ) FRAMES, PREFABRICATED STAIR SYSTEMS, EXTERIOR CLADDING, AND PRE-ENGINEERED FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ANCHOR OR EMBEDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE � � 500 SQ/FT (OR MORE) -28PSF FOR COMPONENT AREAS BETWEEN SYSTEM SHALL BE STAMPED AND SIGNED BY A STRUCTURAL ENGINEER LICENSED IN IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, DPD: AREA LIMITS LISTED ABOVE � 10 SQ/FT (OR LESS) _ -36PSF __ _ THE STATE OF WASHINGTON. SHOP DRAWINGS SHALL BE APPROVED BY THE COMPONENT LATERAL EARTH PRESSURE (UNRESTRAINED). . . . . . . . . . . . . . . . 35 PCF ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. � DESIGNER PRIOR TO REVIEW OF THE ARCHITECT OR ENGINEER OF RECORD FOR LATERAL EARTH PRESSURE (RESTRAINED 35 PCF + lOH PSF CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD ' S00 SQ/FT (OR MORE) -32PSF • a=10% OF LEAST HORIZONTAL )• • • • • • • • • • • • ' BUILDING DIMENSION (BUT NOT GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE COMPONENT ALLOWABLE PASSIVE EARTH PRESSURE FS NOT INCLUDED). . . . . . . . . 300 PCF INSTALLATIONS. 10 SQ f FT_(OR LESS)_ -62PSF_ __ _ � � 500 SQ/FT (OR MORE) -42PSF LESS THAN 3'-0") NOTISPECIFICALLY�CALLED OUT ON AR�HI�ECTURAL OR STRUCTURAL ADRAW�NGSCTS�OP SEISMIC SURCHARGE PRESSURE (UNIFORM LOAD) . . . . . . . . . . . . . 8H PSF 2g CONCRETE SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE 20 SQ/FT (OR LESS)_ -26PSF/+24PSF PILE CAPACITY (COMPRESSION) . . . . . . . . . . . . . . . . . . . . . . 20T ------ •POSITIVE VALUES INDICATE PRESSURE DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON "TITEN HD" HEAVY DUTY SCREW ANCHOR AS MANUFACTURED BY THE SIMPSON - ' � 500 SQ/FT (OR MORE) -21PSF/+17PSF BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE SUBMITTED WITH THE SHOP STRONG-TIE COMPANY, TOWARDS SURFACE. NEGATIVE VALUES SOILS REPORT REFERENCE: GEOTECH CONSULTANTS, INC JN 16298 DATED NOV. 1, 2016 INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT N0. i O 20_SQ/FT_(OR LESS) _-40PSF/+24PSF_ INDICATE PRESSURE AWAY FROM DRAWINGS. ESR-2713 (CONCRETE), N0. ESR-1056 (CMU), INCLUDING MINIMUM EMBEDMENT 500 SQ/FT (OR MORE -24PSF +17PSF SURFACE (SUCTION) 19. PIN PILES SHOWN ON THE PLAN SHALL BE 6"DIAMETER SCHEDULE 40. THE MAXIMUM REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO j 13. EXTERIOR CLADDING PANELS AND CONNECTIQNS SHALL BE DESIGNED BY THE CAPACITY OF 6"PILES SHALL BE 20 TONS. ALL PILES SHALL BE DRIVEN TO REFUSAL FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. '� Component and Cladding Wind Pressure Diagram - Ultimate Loads MANUFACTURER FOR LOAD I NG PRESCR I BED BY THE APPL I CABLE BU I LD I NG CODE I N I N ACCORDANCE WI TH THE GEOTECHN I CAL REPORT. AS A M I N I MUM, P I LE REFUSAL ADDITION TO THE LOADS CONDITIONS SHOWN ON THE PLANS. MANUFACTURER SHALL SHALL BE DEFINED AS 1 INCH OF PENETRATION IN 10 SECONDS DURING CONTINUOUS 30. SELF-TIGHTENING HOLDOWN SYSTEM: SYSTEM SHALL BE DESIGNED BY THE 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL SUBMIT DETAIL DRAWINGS AND CALCULATIONS STAMPED AND SIGNED BY A STRUCTURAL DRIVING OF A 2000 LB HYDRAULIC JACKHAMMER. PILES USED IN COMMON TO RESIST MANUFACTURER FOR THE LOADS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE MANUFACTURER S ENGINEER •� ' DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE LATERAL EARTH PRESSURES SHALL HAVE THE ADDITIONAL REQUIREMENT OF BEING BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER' S PROJECT TITLE: PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SHALL BE RESPONSIBLE FOR DESIGN, CODE CONFORMANCE, AND CONNECTION OF EMBEDDED A MINIMUM OF 10 FEET BELOW RETAINED GRADE. THE MAXIMUM PILE INSTRUCTIONS. SELF-TIGHTENING SYSTEM SHALL BE DESIGNED TO ACCOMMODATE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE EXTERIOR CLADDING PANELS TO BASIC STRUCTURE. ENGINEER OF RECORD TAKES NO ECCENTRICITY SHALL BE 2 INCHES. GEOTECHNICAL SPECIAL INSPECTION SHALL BE 3/8" OF SHRINKAGE PER FLOOR. SHOP DRAWIN6S AND CALCULATIONS SHALL BE Eve rett Sa fe Streets � REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. RESPONSIBILITY FOR PRODUCT DESIGN, MANUFACTURE, DELIVERY AND HANDLING, OR REQUIRED BY THE GEOTECHNICAL ENGINEER. SEE PLANS FOR OTHER SIZES AND PROVIDED AS A DEFERRED SUBMITTAI. TO THE ARCHITECT AND STRUCTURAL ENGINEER � ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH CONNECTION TO BASIC STRUCTURE. SHOP DRAWINGS SHALL BEAR THE REVIEW STAMP CRITERIA. FOR REVIEW. SHOP DRAWINGS SHALL INDICATE LOCATIONS, LOAD CAPACITIES, S u p po rtive H o u sin g '� DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR' S RISK. OF THE DESIGNING ENGINEER' S FIRM PRIOR TO REVIEW BY THE ENGINEER OF COMPRESSION BLOCK FRAMING AND SELF-TIGHTENING DEVICE OF EACH HOLDOWN RUN. '�, RECORD. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS C O N C RETE 6200 12th Dr. S.E. " 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND IMPOSED ON BASIC STRUCTURE. ALL NECESSARY BRACING, TIES, ANCHORAGE, - THE HOLDOWN SYSTEM SHALL BE ONE OF THE FOLLOWING: ' DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DISTRIBUTION ME�iBERS, AND SI�IILAR ELEMENTS SHALL BE FURNISHED AND 20. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE Everett, WA 98203 DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING INSTALLED IN CONFORMANCE WITH SUBMITTED DRAWINGS AND CALCULATIONS. WITH ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: A. EARTHBOUND SEISMIC HOLDOWN SYSTEM USING THE SLACKJACK AND MINIJACK ' SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL 14. DEFERRED SUBMITTALS: SHOP DRAWINGS AND CALCULATIONS OF DEFERRED SUBMITTAL SHRINKAGE COMPENSATION DEVICES MANUFACTURED BY EARTHBOUND CORPORATION. i ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH MEMBER TYPE/CONSTRUCTION STRENGTH TEST MAX MAX AIR INSTALL IN STRICT CONFORMANCE WITH IAPMO ER-0429. A Ecr: �'I ARCHITECTURAL AND STRUCTURAL DRAWINGS. COMPONENTS SHALL BE STAMPED AND SIGNED BY A STRUCTURAL ENGINEER LICENSED F' C AGE AGG W/C CONT. , IN THE STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER -PSI- -DAYS- -INCH- RATIO B. SIMPSON STRONG-TIE COUPLING TAKE-UP DEVICE (CTUD), TAKE-UP DEVICE (TUD 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE PRIOR TO REVIEW BY THE ARCHITECT OR ENGINEER OF RECORD FOR GENERAL SLABS ON GRADE 4000 28 1 . 45 5 AND ATUD), RATCHETING TAKE-UP DEVICE (RTUD) AND TAKE-UP WASHER (TUW) I METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONFORMANCE. ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE FOOTINGS 4000 28 1 . 50 -- MANUFACTURED BY SIMPSON STRONG-TIE COMPANY INC. INSTALL IN STRICT p `` ARCHITECTURAL OR STRUCTURAL DRAWINGS SHALL BE INCLUDED. SHOP DRAWINGS y ', CONTRACTORS WORK, THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY SHALL INCLUDE THE MAGNITUDE AND DIRECTION OF ALL LOADS I�IPOSED ON THE CONFORMANCE WITH ICC-ES REPORT N0. ESR-2320. ', AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING MIX DESIGN NOTES: 2f1VICOC1C112f1tal CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS BASIC STRUCTURE. DESIGN CALCULATIONS SHALL ACCOMPANY ALL DEFERRED THE MANUFACTURER SHALL DESIGN TNE SELF-TIGHTENING HOLDOWN SYSTEM SUCH THAT WORKS " OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUBMITTALS. THE ARCHITECT OR CONTRACTOR SHALL FORWARD DEFERRED SUBMITTALS A. MAXIMUM SHRINKAGE IN ALL 5000 PSI MIXES SHALL BE LIMITED TO . 04 PERCENT VERTICAL ELONGATION AND MOVEMENT OF THE HOLDOWN SYSTEM AT EACH FLOOR DOES , SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO TO THE BUILDING OFFICIAL WHERE REQUIRED. IN 28 DAYS AS TESTED IN ACCORDANCE WITH ASTM C157 MODIFIED STANDARD NOT EXCEED 0. 2". VERTICAL ELONGATION, DEFLECTION, AND MOVEMENT SHALL Co m m u nity Desig n Center I TEST METHOD FOR LENGTH CHANGE OF CEMENT MORTAR AND CONCRETE. , THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. DEFERRED SUBMITTAL BUILDING COMPONENTS FOR THIS PROJECT SHALL INCLUDE: INCLUDE ROD ELONGATION, BEARING PLATE DEFLECTION RESULTING FROM WOOD 402 15th Avenue East � B. W/C RATIO: WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE PERPENDICULAR TO GRAIN COMPRESSION AND TAKE-UP DEVICE LOAD DEFORMATION AT Seattle, WA 98112 I 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND SELF-TIGHTENIN6 HOLDOWN SYSTEMS TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. RATIOS NOT NOTED IN TABLE ABOVE SPECIFIED LOADS FROM THE HOLDOWN LOAD SCHEDULE IN THE STRUCTURAL DRAWINGS. PH 2O6.329.8300 I STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ARE CONTROLLED BY STRENGTH REQUIREMENTS. TAKE UP DEVICE LOAD DEFORMATION SHALL INCLUDE TAKE-UP DEVICE AVERAGE TRAVEL I ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON FALL ARREST ROOF ANCHORS C. CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, AND SEATING INCREMENT OR IN ACCORDANCE WITH ICC ACCEPTANCE CRITERIA AC316. � 206.329.5494 STRUCTURES DURING CONSTRUCTION". OR SLAG SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 8. 8, FOR CONCRETE USED IN Is QUALITY ASS U RAN C E _ _ ELEVATED FLOORS, PORTLAND CEMENT CONTENT SHALL CONFOR�I TO AC I 301 SEC SUBST I TUTES PROPOSED BY THE CONTRACTOR SHALL BE SUBM I TTED FOR REV I EW WI TH i 7. CONTRACTOR-INITIATED CHANGES SNALL BE SUBMITTED IN WRITING TO THE 4. 2. 2. 1. ACCEPTANCE OF LOWER CEMENT CONTENT IS CONTINGENT ON PROVIDING CURRENT ICC ES REPORT AND SHALL MEET REQUIREMENTS OF ICC ACCEPTANCE Pe r m it Co r recti o n , 15. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SUPPORTING DATA TO THE ENGINEER FOR REVIEW AND ACCEPTANCE. CRITERIA AC316. I ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING Co n st r u ctio n Set � ' CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND D. AIR CONTENT SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 4. HORIZONTAL EXTERIOR REQUIREMENT. RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE "MODERATE S TITLE: BUILDIN6 DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND EXPOSURE", VERTICAL EXTERIOR SURFACES REQUIRE "MODERATE EXPOSURE". ' 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION TOLERANCE IS +/- 1. 5 PERCENT. AIR CONTENT SHALL BE MEASURED AT POINT OF G e n e ral St ru ct u ral N otes Ge n e ra I CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO IS REQUIRED UNLESS NOTED OTHERWISE. PLACEMENT. Stru ct u ral ' DETA I LS SHOWN, S I M I LAR DETA I LS OF CONSTRUCT I ON SHALL BE USED, SUBJECT TO E. SLUMP SHALL CONFORM TO AC I 301 SEC 4. 2. 2. 2. SLUMP SHALL BE DETERM I NED Co nti n u ed o n S 1 .2 ' REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL STRUCTURAL STEEL FABRICATION AND ERECTION PER AISC 360 AT THE POINT OF PLACEMENT. N otes ', TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED CONCRETE CONSTRUCTION PER TABLE 1705. 3 F. CHLORIDE CONTENT SHALL CONFORM TO ACI 301 SEC 4. 2. 2. 6 AND TABLE 4. 2. 2. 6 � ', OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER TABLE 1705. 6 FOR "OTHER REINFORCED CONCRETE CONSTRUCTION". SCALE: ' BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DRIVEN DEEP FOUNDATION PER TABLE 1705. 7 N o n e DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TY�ICAL DETAIL SHALL BE EXPANSION BOLTS AND THREADED EXPANSION INSERIS PER MANUFACTURER 21. A CONCRETE PERFORMANCE MIX SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER DATE: USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR' S EPDXY GROUTED INSTALLATIONS PER MANUFACTURER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY January 26, 2018 . ' RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROJECT N0: CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE 00306-2016-07 ', PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT SHEET N0: I ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN I CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION REQUIREI�ENTS. ACCORDANCE WITH ACI 318, SECTION 5. 3, THE USE OF A PERFORMANCE MIX ' AND FIELD USE. CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD , INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS 6ENERALLY WITH CONTRACT • '�, DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR ��I SPECIFIED PERFORMANCE. � N0: OF SHEETS: