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<br /> GEf� ER I� OTES : �
<br /> �
<br /> AL CONCRETEe t.�
<br /> 1 . DESIGN IS BASED ON THE INTERNATIONAL BUILDING CODE, IBC2012. � • ALL CONCRETE WORK SHALL COMPLY WITH PROVISIONS OF ACI 318-11 , ACI 315-05,
<br /> 2. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND AND ACI 301 -10, AND THE INTERNATIONAL BUILDING CODE �
<br /> � SPECIFICATIONS 2. CONCRETE SHALL BE NORMAL WEIGHT CONCRETE'.
<br /> CONCRETE STRENGTHS (AT 28 DAYS) SHALL BE AS FOLLOWS: a-
<br /> 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONNECTIONS, EMBED PLATE �
<br /> AND ANCHOR BOLT LOCATIONS FROM EQUIPMENT MANUFACTURER'S APPROVED PEDESTRIAN ' F'c
<br /> DRAWINGS AND STEEL FABRICATOR'S ANCHOR BOLT AND EMBED PLATE SETTING
<br /> (BASE SLAB, WALLS, AND ROOF), ---------------------- 5000 PSI
<br /> PLANS, WHICH HAVE BEEN APPROVED BY THE ARCHITECT/ENGINEER, �
<br /> RETAINING WALLS -------------------------------- 5000 PSI
<br /> 4. THE CONTRACTOR SHALL WORK STRUCTURAL DRAWINGS TOGETHER WITH �
<br /> CIVIL DRAWINGS TO LOCATE SLOPES, DRAINS, GRADES, ETC. ANY DISCREPANCIES FOUNDATIONS ---------------------------------- 4Q00 PSI
<br /> SHALL BE CALLED TO THE ATI�ENTION OF THE ARCHITECT/ENGINEER BEFORE EXTERIOR EXPOSURE ----------------------------- 5000 PSI
<br /> PROCEEDING WITH THE WORK. ALL OTHER CONCRETE----------------------------- 4000 PSI -
<br /> 5. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE
<br /> INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, 3. CALCIUM CHLORfDE SHALL NOT BE USED IN ANY FORM. }„
<br /> SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE 4. CONCRETE PROTECTION FOR REINFORCING BARS:
<br /> WORK.
<br /> STRUCTURAL ELEMENT CLEAR COVER
<br /> 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO FOOTINGS, (CAST AGAINST &
<br /> ORDERING ANY MATERIALS AND SHALL NOTIFY THE ARCHITECT/ENGINEER IF DIFFERENT PERMANENTLY EXPOSED TO EARTH --------3 INCHES �"V
<br /> FROM WHAT IS SHOWN ON THE DRAWINGS. � �-----�
<br /> FOOTINGS AND WALLS (CAST-IN-FORMS o
<br /> 7. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS AND VISIT THE PROJECT SITE BEFORE PERMANENTLY EXPOSED TO EARTH) ---------------2 INCHES {�
<br /> CONSTRUCTION BEGINS TO COMPARE ALL EXISTING CONDITIONS WITH WNAT IS SHOWN ON SLABS (IN CONTACT WITH EARTH) ----------------2 INCHES
<br /> THESE DRAWINGS. IF THERE ARE CONDITIONS WHICH ARE DIFFERENT FROM WHAT IS SHOWN, SLABS (EXPOSED TO WEATHER) -----------------1 1/2 INCHES �
<br /> THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED. SLABS ABOVE GRADE-----------------------3/4 INCHES �
<br /> 8. THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH THE '-
<br /> � ARCHITECT/ENGINEER TO ENSURE THAT THE CONTRACTOR'S UNDERSTANDING OF THESE 5. ALL REINFORCING STEEL SHALL BE PLACED WITHIN TOLERANCES SPECIFIED IN
<br /> DRAWINGS AND PLAN FOR THE WORK IS IN ACCORDANCE WITH THE DESIGN INTENT AND TO SECTIONS 7.5.2.1 AND 7.5.3.3 IN ACI 315-99 �/
<br /> CLARIFY ANY QUESTIONS THAT THE CONTRACTOR MAY HAVE. 6. ALL REINFORCING STEEL REBAR SHALL CONFORM TO ASTM A615 GRADE 60. W
<br /> 9. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 0-
<br /> � SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE �• REINFORCING LAP SPLICE TABLE:
<br /> PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF
<br /> FRESH CONCRETE IS CAST BELOW THE BAR. O
<br /> LL
<br /> 10. ELEVATIONS: LAP SPLICE LENGTH (4000 PSI CONCRETE) - NORMAL WEIGHT
<br /> FINISHED BLDG 40-58 GROUND FLOOR EL = 100'-0" LEAST CONCRETE BAR SIZES (#)
<br /> FINISHED GROUND FLOOR REF EL. = 545.5' N.G.V.D. (SEE CIVIL DWGS) COVER AT BAR 3 4 5 6 7 8 9 10 11
<br /> 3" 15" 20" 24" 29" 42" 48" 55" 65" 80"
<br /> cn ---
<br /> � ,� » » „ „ >, » » >, ,�
<br /> D E S G N C R T E R A> m 2 15 20 24 29 46 61 77 9 7 120
<br /> � 1 1/2" 15" 20" 25" 36" 62" 81 " 102" 130" 160"
<br /> � 3/4" 18" 32" 50" 73" 106" 121 " 136" 153" 170"
<br /> 1 . DESIGN LIVE LOADS:
<br /> A. SURCHARGE PRESSURE 250 PSF {TUNNELS AND PORTA�S) 3" 12" 15" 19" 23" 33" 37" 42" 50" 62"
<br /> 500 PSF (RETAINING WALLS)
<br /> �
<br /> 2" 12" 15" 19" 23" 36" 47" 59" 75" 92"
<br /> w ,> » » „ >> ,> » » » ,�
<br /> B. HS 20 - STANDARD HIGHWAY LOADING. ? 1 1/2 12 15 20 28 48 62 79 100 123
<br /> � 3/4" 14" 25" 39" 56" 81 " 93" 105" 118" 131 "
<br /> LAP SPLICE LENGTH (5000 PSI CONCRETE) - NORMAL WEIGHT
<br /> 8K I 32K I 32K i LEAST CONCRETE BAR SIZES (#)
<br /> COVER AT BAR 3 4 5 6 7 8 9 10 11
<br /> - - - - 3" 13" 18" 22" 26" 38" 43" 49° 58" 72"
<br /> v�
<br /> Q 2" 13" 18" 22" 26" 42" 54" 69" 87" 107"
<br /> m 1 1/2" 13" 18" 23" 33" 55" 72" 92" 116" 143"
<br /> �
<br /> PLAN � 3/4" 17" 29" 45" 65" 95" 108" 122" 137" 152"
<br /> 2. DESIGN WIND LOAD: RE�ERENCE - ASCE 7-10
<br /> 3" 12" 14" 17" 20" 29" 33" 38" 45" 55"
<br /> ULTIMATE WIND SPEED, V --------------- 110 MPH � 2" 12" 14" 17" 20" 32" 42" 53" 67" 83"
<br /> NOMINAL WIND SPEED ------------------85 MPH � 1 1/2" 12" 14" 18" 25" 43" 56" 71 " 89" 110"
<br /> EXPOSURE CATEGORY --------------------C �' 3/4" 13" 22" 35" 50" 73" 83" 94" 105" 117"
<br /> OCCUPANCY RISK CATEGORY----------------II
<br /> ULTIMATE WIND PRESSURE ------------- +/-43 PSF g. IT IS PERMITTED TO SUBSTITUTE MECHANICAL SPLICES (MEETING THE REQUIREMENTS OF
<br /> SECTION 12.6 IN ACI 318-11) FOR LAP SPLICES AT NO ADDITIONAL COST. MECHANICAL
<br /> 3, DESIGN SEISMIC LOAD: REFERENCE - ASCE 7-1Q SPLICES SHALL DEVELOP 125� (MIN) OF THE YIELD STRENGTH OF THE REBAR IN TENSION
<br /> 1 SECOND MAPPED ACCELERATION, S1 ---------- 0.558g OR COMPRESSION,
<br /> SHORT DURATION MAPPED ACCELERATION, Ss------ 1 .447g 9. ALL REINFORCEMENT SHALL BE BENT COLD. REINFORCEMENT PARTIALLY EMBEDDED IN
<br /> 1 SECOND DESIGN ACCELERATION, Sd1 --------- 0.558g CONCRETE SHALL NOT BE FIELD BENT UNLESS APPROVED BY THE STRUCTURAL ENGINEER
<br /> SHORT DURATION DESIGN ACCELERATION, Sds ------ 0.965g
<br /> OF RECORD. HOOKS SHALL BE ACI STANDARD HOOKS IN ACCORDANCE WITH ACI 318, CHAPTER 7.
<br /> IMPORTANCE FACTOR ----------------- 1=1 .0 10. REINFORCING FOR CONTINUOUS FOUNDATIONS SHALL BE CONTINUOUS AT CORNERS '
<br /> SITE CLASS------------------------- D AND INTERSECTIONS. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS.
<br /> CORNER BARS SHALL HAVE LAP LENGTHS EQUAL TO THE STRAIGHT BAR LAP LENGTHS
<br /> SEISMIC DESIGN CATEGORY---------------- D ON BOTH ENDS OF THE CORNER BARS.
<br /> �0 U N DAT 0 N S o 11 OR OTHERMNON�METALLIC ICOAT NGS THATNDECREASETBONpLL BE FREE FROM MUD, OIL
<br /> 1 . FOUNDATION DESIGN IS BASED ON INFORMATION AND RECOMMENDATIONS °
<br /> PROVIDED IN THE GEOTECHNICAL REPORT PREPARED BY LANDAU ASSOCIATES,
<br /> DATED MAY 16, 2014. SHALLOW FOUNDATIONS ARE DESIGNED FOR A MAXIMUM
<br /> ALLOWABLE SOIL BEARING CAPACITY OF 4,000 PSF. ALL VALUES SHALL BE
<br /> VERIFIED BY A REGISTERED GEOTECHNICAL ENGINEER (OR HIS REPRESENTATIVE)
<br /> PRIOR TO PLACEMENT OF CONCRETE.
<br /> ���,t�.8�1�,��f
<br /> 2. SUB-GRADE FOR ALL FOUNDATIONS SHALL BE PREPARED AND x���� ��F,�,��,y�l�'-��,
<br /> COMPACTED IN ACCORDANCE WITH RECOMMENDATIONS STATED IN THE }z �� ��� '���y,`��
<br /> GEOTECHNICAL REPORT REFERENCED ABOVE. �aV� �;,��� - �' `�
<br /> 02:� s 3 qs-z _ oa�c ,
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<br /> 3. EXCAVATION FOR FOUNDATIONS SHOWN ON DRAWINGS SHALL NOT BE LARGER #
<br /> �`` C a �
<br /> THAN THE INDICATED FOUNDATION SIZE BY MORE THAN 3" EACH DIRECTION � ���,��t�➢� _����'�
<br /> 900 SW 1 Gth 5tr�et �u�t� �07 �r���..
<br /> Renton� �dS�'l1l�P��O11 ����7 David P. Balawajder
<br /> WA PE 28184 �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION 8Y APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE `�
<br /> oF wASH, ACCEPTABILITY KRW 05 30 14 GENERAL NOTES � � �
<br /> P�� "�r THIS DESIGN AND OR CHECKED W2534622 05 30 14 �
<br /> A ISSUE FOR PERMIT KRW EWB 05/30/14 ��` �� SPECIFICATION IS APPROVED DPB 05 30 14 SHEET ¢
<br /> ,� � BRPHARCHITECTS ENGINEER TIT�E o
<br /> ENGINEERSINC. APPROVED BY DEPT. DATE SLJ EWB 05 30 14 40-58 n
<br /> No.a�37 CHECKED S L �; ;
<br /> m SITE 40-YD N
<br /> P,�c �P�o APPROVED JOB No. 16950 COMP NQ. Q
<br /> qTF OF AUSN��\ APPROVED DWG N0. �
<br /> STRUCTURAL MASTER EVERETT, WA 40-YD-S2
<br /> ` (PAPER SPACE) SEE: 40-YD00_55-C10.DWG
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