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<br /> General Structural Notes ,������"'�'����`� ���
<br /> THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS ,�� � ��;������� .
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<br /> 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL COiVFORM TO THE 11. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT 22. EXPANSION SOLTS INTO CONCRETE SHALL BE "STRONG-BOLT 2" WEDGE ANCHORS AS "�6
<br /> DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING MANUFACTURED BY TNE SIMPSON STRONG TIE CO�dPANY AND INSTALLED IN STRICT
<br /> CODE BY A QUAL I F I ED TEST I NG AGENCY DES I GNATED BY THE ARCH I TECT AND CONFORMANCE TO I CC-ES REPORT NUMBER ESR-3037 I NCLUD I NG M I N I MUM EMBEDMENT z�z�Triira a�enue-su;te loo-seattle,wa �8�z�
<br /> ED I T I ON�. RETA I NED BY THE BU I LD I NG OWNER. TNE ARCH I TECT, STRUCTURAL ENG I NEER, AND REQU I REMENTS. BOLTS I NTO CONCRETE MASONRY OR� BR I CK MASONRY UN I TS SHALL BE p� zo6.�=�3.czlz ssfengineers.coin -
<br /> 2. DESIGN LOADING CRITERIA: BUILDING DEPARTMENT SHALL BE FURNISNED WITH COPIES OF ALL INSPECTION AND INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO �3 58�8�9 70y- racom fenvineersg.4om '
<br /> HANDRAILS AND GUARDS TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, p� �" g
<br /> IS REQUIRED UNLESS NOTED OTHERWISE. HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION "
<br /> GUARDRAILS/BALCONY RAILS . . . . . . . . . . . . . . . . . . . . 50 PLF ...........•.......�..�..........•........, .
<br /> GUARDRA I LS/BALCONY RA I LS CONCENTRATED LOAD . . . . . . . . . . 200 LBS I NSTRUCT I ONS. ""'"'"'�""'
<br /> RESIDENTIAL - HOTELS AND MULTIFAMILY DWELLI�lGS STRUCTURAL STEEL FABRICATION AND ERECTION PER AISC 360 �
<br /> FLOOR LIVE LOAD (PUBLIC ROO�dS AND CORRIDORS SERVING THEM) . . . 100 PSF EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER 23. EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE
<br /> ROOF EPDXY GROUTED INSTALLATIONS PER MANUFACTUREft DRAWINGS SHALL BE INSTALLED USING "SET-XP" HIGH STRENGTH EPDXY AS � .� "
<br /> ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY �ANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT �'� � ��� �.,
<br /> MISCELLANEOUS LOADS RCCORDANCE WITH ICC-ES REPORT N0. ESR-2508. MINIMUM BASE MATERIAL �- �� ,�'':� ,�'�
<br /> TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE � �
<br /> STAIR AND CORRIDOR LIVE LOAD (UNLESS OTHERWISE INDICATED) . . . 100 PSF REQUIREMENTS. HE WORK NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY �`P �� �` � � -
<br /> DECKS . . . . . . . . . . . . . . . . . . . . . . . . 1. 5 x AREA SERVED INSPECTOR SHRLL BE ONSITE AND OBSERVE T 31�2$
<br /> CONTINUOUS INSPECTION. ANCHOR OR EMBEDDED BAR TYPE AND DIMENSIONS, LOCATION, ADHESIVE o
<br /> DEFLECTION CRITERIA REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ��'�ION�,��' -
<br /> L I VE LOAD DEFLECT I ON . . . . . . . . . . . . . . . . . . . . . L/360 � Ol/18/2019
<br /> TOTAL LOAD DEFLECTION . . . . . . . . . . . . . . . . . . . . . L 240 12. UNLESS OTHERWISE NOTED, THE FOLLOWING ELEMENTS COMPRISE THE ANCHOR EMBEDMENT, AND ADH�RENCE TO THE INSTALLATION INSTRUCTIONS.
<br /> I CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD
<br /> ENVIRONMENTAL LOADS SEISMIC-FORCE-RESISTING SYSTEM AND ARE SUBJECT TO SPECIAL INSPECTION FOR INSTALLATIONS. vESICN: -.
<br /> SNOW . . . . . . . . . . . Ce=1. 0, I s=1. 0, Ct=1. 1, Pg=25 P5F, Pf=20 PSF SE I SM I C RES I STANCE I N ACCORDANCE WI TH SECT I ON 1705. 12 OF THE I NTERNAT I ONAL GFJ
<br /> WI ND . . . Kz t=1. 00, GCp i=0. 18, 110 MPH, R I SK CATEGORY I I, EXPOSURE "B" BU I LD I NG CODE. STEEL UR��wN:
<br /> EARTHQUAKE . . . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE N H D
<br /> LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, A. STRUCTURAL WOOD SHEAR WALL SYSTEMS REQUIRE PERIODIC INSPECTION FOR 24. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: cxEcxr:v: "
<br /> SITE CLASS=D, 5s=147, Sds=96, S1=56, SD1=56, Cs=0. 147 FIELD GLUING, NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF G FJ
<br /> SDC D, Ie=1. 0, R=6. 5 COMPONENTS WITHIN THE SEISMIC FORCE, RESISTING SYSTEM INCLUDING SHEAR A. AISC 360 AND SECTION 2205. 2 OF THE INTERNATIONAL BUILDING CODE. �PYrzovED:
<br /> WALLS, DIAPHRAGMS, DRRG STRUTS, BRACES AND HOLDOWNS. B, APRIL 14, 2010 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND ABg . -
<br /> 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH RRCHITECTURAL BRIDGES AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, 8Y THE
<br /> DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE GEOTECHNICAL DELETION OF PARAGRAPH 4. 4. 1, AND REVISE REFERENCE FROM "STRUCTURAL "
<br /> PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3. 1.
<br /> SPECIFICATION, THESE GENERAL NOTES AND TNE SITE CONDITIONS SHALL BE 13. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. �
<br /> REPORTED TO THE ARCH I TECT, WHO SHALL CORRECT SUCH D I SCREPANCY I N WR I T I NG. ASSUMED AND THEREFORE MUST BE VER I F I ED BY A QUAL I F I ED SO I LS ENG I NEER OR x�,vlsloivs: -
<br /> ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH RPPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN 25. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
<br /> DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR' S RISK. ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
<br /> 4. PRIMAftY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURA� PLANS AND FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH. UNLESS OTHERWISE NOTED, TYPE OF MEMBER ASTM SPECIFICATION FY , �
<br /> DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE, A. WIDE FLANGE SHAPES A992 50 KSI
<br /> DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING B. OTHER SHAPES, PLATES, AND RODS A36 36 KSI
<br /> SECTION, AND PLANS. DETAILING AND SHOP DRAti"JING PRODUCTION FOR STRUCTURAL ALLOWABLE SOIL PRESSURE. . . . . . . . . . . . . . . . . . . . . . 2000 PSF C. PIPE COLUMNS A53 (E OR S, GR. B) 35 KSI � ,
<br /> ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) . . . . . . . 55 PCF/35 PCF D. S7RUCTURAL TUBING A500 (GR. B) OR ASTM A1085
<br /> ARCHITECTURAL AND STRUCTURAL DRAWINGS. ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1. 5 INCLUDED). . . . . . . 300 PCF -�QUARE OR RECTANGULAR 46 KSI
<br /> COEFFICIENT OF FRICTION (FS OF 1. 5 INCLUDED). . . . . . . . . . . . . . 0. 3 -ROUND 42 KSI
<br /> 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE E. CONNECTION BOLTS A325-N �
<br /> METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE REN OVATIO N �
<br /> CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY (3/4" ROUND, UNLESS SHOWN OTHERWISE) vYD:
<br /> AUTNORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING 14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE 26. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF
<br /> CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS COMMENCING ANY DEMOLITION. SHORING SFIALL BE INSTALLED TO SUPPORT EXISTING THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. � �
<br /> OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES.
<br /> SUPERVISE, NOTE, CORREGT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING 27, SHOP PRIME ALL STEEL EXCEPT:
<br /> THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. STRUCTURE. LIMIT CONSTRUCTION LOADING ( INCLUDING DEMOLITION DEBRIS) ON .
<br /> EXISTING FLOOR SYSTEMS TO 40 PSF. A. STEEL ENCASED IN CONCRETE. �
<br /> 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRAGING FOR THE STRUCTURE AND B. SURFACES TO BE WELDED. �
<br /> STRUCTURAL CQMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN 15. CONTRACTOR SHALL VERIFY RLL EXISTING DIMENSIONS, MEMBER SIZES, AND C. CONTACT SURFACES AT HIGH-STRENGTH BOLTS.
<br /> ACCORDANCE WITH THE PLANS. CQNFORM TQ ASCE 37-14 "DESIGN LOADS ON CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING D. MEMBERS TO BF GALVANIZED.
<br /> STRUCTURES DURING CONSTRUCTION". CONSTRUCTION SHOWN ON THE DRAWINGS RRE INTENDED RS GUIDELINES ONLY AND E. MEMBERS WHICH WILL BE CONCEALED BY INTERIOR FINISHES. .
<br /> MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL F. SURFACES TO RECEIVE SPRAYED FIREPROOFING.
<br /> 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE G. SURFACES TO RECEIVE OTHER SPECIAL SHOP PRI�IERS.
<br /> ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS.
<br /> CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS 28. ALL A-325N CONNECTION 80LTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT �
<br /> REQUIREMENT. 16. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT PROJ�c�r�rrrr.�:
<br /> 1 SHALL BE REMOVED AND DAMAGED �1EMBERS SHALL BE REPLACED OR REPAIRED AS ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT
<br /> 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. � WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH. ��I��� ���� .
<br /> CONDITIONS ARE NOT 5PECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO 9900 12th Avenue West
<br /> DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO C O N CRETE 29. ALL ANCHORS EMBEDDED IN MASONRY OR C4NCRETE SNALL BE A307 HEADED BOLTS OR ' '
<br /> REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL A3o THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE Everett, WA 98204
<br /> TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED 17. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE EMBEDDED END. .
<br /> OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY �
<br /> BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL STRENGTH OF f' c = 3, 000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 30. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL
<br /> DETAILS ARE NOTED ON THE PLA�dS, THE SPECIFIED TYPICAL DETAIL SHALL BE SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A gE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY --- --
<br /> USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR' S SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT ARc"ITEcr:
<br /> RESPONS I B I L I TY TO CHOOSE THE APPROPR I ATE TYP I CAL DETA I L FROM THOSE REQU I REMENTS OF SECT I ON 1904 OF THE I BC. DES I GN STRENGTH I S f' c = 2, 500 PENETRAT I ON GROOVE WELDS SHALL BE MADE WI TH A F I LLER MATER I AL THAT HAS R I n novative �esig n W�rks �
<br /> PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE C�NTRACTOR SHALL SUBMIT PSI. P�INIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT - LBS AT 70 19101 36th Ave West, Suite 202
<br /> ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER
<br /> CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION 18. REINFORCING STEEL SHALL CONFORM TO ASTM A615 ( INCLUDING SUPPLEMENT S1), CERTIFICATION. Lynnwood, WA 98036 -
<br /> AND F I ELD USE. GRADE 60, FY = 60, 000 PS I. PH 425.361.1901 ;
<br /> 9. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD 19. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS
<br /> ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, -
<br /> DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIQNS FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED issuE: .
<br /> PREPARED BY THE SUPPL I ER. TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . 3" T
<br /> FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) . . . . 2" ����g�
<br /> 10. DEFERRED SU�MITTAL5: SHOP DRAWINGS AND CALCULATIONS OF DEFERRED SUBMITTAL FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER). . 1-1/2" �
<br /> COMPONENTS SHALL BE STAMPED AND SIGNED BY A STRUCTURAL ENGINEER LICENSED
<br /> IN THE STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . . . . . . . . 1-1/2" SHEET TITLE:
<br /> PRIOR TO REVIEW E3Y THE ARCHITECT OR ENGINEER OF RECORD FOR GENERAL SLABS AND WALLS ( INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/�" OR 3/4"
<br /> CONFORMANCE. ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE General Structural .
<br /> ARCHITECTURAL OR STRUCTURA� DRAWINGS SHALL BE INCLUDED. SHOP DRAWINGS 20. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND N o te s
<br /> SHALL INCLUDE THE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE � "
<br /> BASIC STRUCTURE. DESIGN CALCULATIONS SHALL ACCOMPANY ALL DEFERRED MECNANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL
<br /> SUBMITTALS. THE ARCHITECT OR CONTRACTOR SHALL FORWARD DEFERRED SUBMITTALS OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL .
<br /> TO THE BUILDING OFFICIAL WHERE REQUIRED. GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER SCALE: .
<br /> FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST-IN-PLACE AND
<br /> DEFERRED SUBMITTAL BUILDING COMPONENTS FOR THIS PROJECT SHALL INCLUDE: PRECAST. DATE:
<br /> January 18, 2019
<br /> DESIGN-�UILD ELEMENTS 21. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL PROJECT N0:
<br /> BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER' S PUBLISHED 12074-2018-01
<br /> RECOMMENDATIONS. GROUT STRENGTH SHRLL BE AT LEAST EQUAL TO THE MATERIAL sHEErNo:
<br /> ON WHICH IT IS PLACED (3000 PSI MINIMUM�. ' ,
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