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<br /> FOU DATION GENER�AL N,�,��.,�..,��"�` CONCRETE
<br /> REFERENCE STANDARDS: ACI-301, ACI-318, IBC. SHOP DRAWINGS AND SUBMITTALS: � �
<br /> � �` �`��' a SUBMlT 1 SET 0� PRINTS AND 1 SET OF REPROQUCfBLES �
<br /> `"�' MINIMUM GONCRETE STRENGTH (28 DAYS): S N E ET I�I D EX
<br /> � CODE: iNTERNATIONAC BUILDING CODE - , 2015 EDITION WITH WASHINGTON STATE RE{NFORCING STEEL
<br /> FOOTINGS, & FOUNDATION WALLS............................3,aaa �si
<br /> BUILDING CODE AMENDMENTS (WAC 51-50 WAC) �
<br /> SLABON GRADE.................. .......................................................3 000 PSi Z
<br /> SUBMIT 3 CQPIES FOR R�VfEW PR(OR TO FABRICATION FOR: o a o
<br /> (AIR-ENTRAINMENT 4.5 % �TCI 7,5% FOR CONCRETE EXPCISED T❑ WEATHER) ,.��,,�, S-� GENERAL �OTES, FOOTING SCHEDULE
<br /> L O A D S .--�C��E�����x�.�.� N� .�.J.� S- 1 F0 U�1 DATI 0 N P LAN � � �
<br /> ROOF �IVE: PER METAL BLDG DESIGNER M1X(NG: COMPLY WITH ACI-301 . DO NOT EXCEED THE AMOUNT OF WATER SPECIFIED " �`�` o `
<br /> ROOF SNOW: 25 PS� EXPOSURE FACTOR Cs: 1 ,0, IN THE APPROVED MIX. FROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCN '� INSPECTIONS: , S-2 FO U N DATI O N P LAN � �
<br /> IMPORTANCE FACTOR: 1 .0, AS T0 PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT REFERENCE IBG I.(O � Q '
<br /> SEGREGATION OR EXCESS FREE SURFACE WATER 1NSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LAB APPROVED S-3 TYP I CAL D ETA{LS �
<br /> LATERAL: PLACING: COMPLY WlTH ACI-301. PROVIDE A 3/4 lNCH CHAMFER ALL EXPOSED BY THE BUILDING OFFICIAL. � � � � �� ���C�i�,�C� S-4 TYP I CAL D ETAI LS w "
<br /> WIND CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWI(�GS. /�C`r/��- �3� ' ��=5`r" 4�Q T `T�'l���t1= I
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<br /> BASIC WIND SPEED 110 MPH SLUMP: 4 PLUS OR MINUS ONE iNCH. DO NOT ADD WATER TO MIX TO lNCREASE �������`� �-��� N � � �
<br /> WIND IMPORTANCE FACTOR iw 1 .0 SLUMP. GREATER SLUMP ACCELERATED SET OR NIGH �ARLY STRENGTH MAY BE • AS R UiRED. VERIFY �'��°I��A�-M�
<br /> � � STRENGTH. PROVIDE iNSPECTION AS REQUIRED BY IBC. RE�ER TO
<br /> WIND EXPOSURE FACTOR (NS) B ACHIEVED BY US1NG APPRt?VED ADMIXTURES. � TABLE 1704.4 FOR REQUIRED VERiFICATION AND INSPECTION OF CONCRETE
<br /> WIND EXPOSURE FACTOR (EW) B CURING: COMPLY WITH ACl-301 . KEEP CONCREfE. MOiST FOR SEVEN DAYS MINIMUM. CONSTRUCTION. THE FO�LOWING IS EXEMPT FROM SPECIRL lNSPECTON: �
<br /> J4INTING: PROV{DE ADEQUATE JOINTING TO MINIMIZE EFFECTS OF VOLUME CONCRErE LE5S THAN 30Q0 PSI
<br /> SEISMiC: CNANGE. JOINTS SNOWN MAY BE ADJUSTED AT CONTRACTOR'S OPTION, W{TN PRIOR � ~
<br /> �
<br /> SEISMIC IMPORTANCE FACTOR: 1.0 APPROVAL FROM ENGINEER. � �
<br /> WEATHER EXTREMES: COMPLY WITH ACI 3Q5R FOR HOT WEATHER, COMPLY WITN ACI REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDA�ICE WITH '"� _
<br /> SEI5MIC DESIGN CATAGORY: D APPROVED PLANS. CHECK FQR REQUIRED COVER, SIZE AND GRADE OF BARS, � w
<br /> S s: 1.4 2 3 � G 306R FOR COLD WEATHER. V E R I F Y T N A T �A R S A R E C L E A N A N Q F R E E O F R U S T E X C E P T A S P E R M f T f E D B Y I B C
<br /> S1 : 55.2 % G SLAB ON GRADE �°° cvn
<br /> SECTION 1907.4.2. PER IBC 1907.5 REINFORCEMENT SHALL BE AGCURATELY PIACED �
<br /> : THE SLAB ON GRAQE FOR THIS PROJECT IS TYPICAL OF OTHER BULDINGS WITH SIMILAR �LOOR LOADING AND ADEQUAT�LY SUPPORTED BEFORE CONCRETE IS PIACED, AND SHALL BE '� z
<br /> GENERAL CONDITIONS AND SOIL CONDfTIONS CONSTRUCTED IN THIS AREA. THE SLAB HAS NOT B�EN DESIGNED FOR ANY SECURED AGAIP�ST A DISPLACEMtNT WITHIN TOLERANCES PERMITTED IN SECTION � 0
<br /> S P E C I F I C L I V E L O A Q A N D H A S �E E N D E T A I L E D T O M E E T L O C A L I N D U S T R Y S T A N Q A R D S F O R S I M I�A R
<br /> 1 . THE CONTRACTOR SHALL EXAM IN E T H E STRU C TURAL D R A W I N G S A N D S H A L L 1 9�7,5.2. (+-. 3/8 I N C H U N O F O R P L A C E M E N T O F B A R S, +- 2 F O R B A R E N D S}. W E T � p
<br /> N O T I F Y T H E S T R U C T U R A L E N G I N E E R O F A N Y D I S C R E P A N C I E S H E M A Y F I N D B E F O ft E BUILDING5. NO CONSTRUCTION LOADS HAVE BEEN INCLUDED IN TNE DESIGN OF THE FLOOR SLAB. THE S E T T I N G O F H O O K E D D O W E L S O R T I E D R E I N F O R C I N G I S N O T F E R M I T T E D. W E T � o
<br /> P R O C E E D I N G W f T H T H E W O R K, CONTRACTOR SHALL REVIEW WTH THE SOILS ENGINEER THE CONSTRUCTION LOADING OF THE SLAB AND S E I T I N G O F O T H E R I T E M S I S P E R M i T T E D P E R T H E R E Q U I R E M E N T S l N I B C S E C T I O N � � Q
<br /> S O I L S B E L O W. H E S H A L L T A K E T H E N E C E S S A ft Y M E A S U R E S 1"4 i N S U R E T H A T T H E S L A B �i N D S O I L S
<br /> 2. THE CO N T R A C T O R S H A L L V E R I F Y A L L D i M E N S I O N S, E L E V A T I O N S, A N D S I T E 1 9 0 7.5.1 P R O V I D E D T N E C O N C R E T E I S S T I L L I N A P L A S T I C S T A T E A N D T H E C O N C R E T E z
<br /> BELOW WILLNOT BE ADVERSLY AFFECT�D OR DAMAGED BY TNE CONSTRUCITON LOADING. THE w
<br /> � C O N D I T I O N S B E F O R E S T A R T l N G W O R K. T H E A R C H I T E C T/�N G I N E E R S H A L L I S P R O P E R L Y C Q N S O L I D A T E D A R O U N D T N E E M B E D D E D I T E M, A N D T H E 1 T E M S A R E �...
<br /> I M M E D I A T E L Y B E N O T I F I E D IN W�ITING OF ANY DISCREPANCIES. CONTRACTOR SHALL ADD ADQITIONAL CONCRETE, REINFORCING AND UPGRADE JOINT DETAILING AS MAINTAiNED UNQISTURBED iN THE CORREC� POSITION WHILE THE CONCRE?E �
<br /> ' 3, ALL OMiSSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEM�NTS OF TNE REQUfRED FOR HIS CONSTRUCTIQN LOADING. REMAINS PLASTIC.
<br /> v
<br /> . WORKiNG DRAWINGS SHALL BE BRaUGHT TO THE ATTENTION OF THE ARCHiTEC7 ���NFORCING STEEL
<br /> AND THE STRUCTURAL ENGINEER BEFORE PROCEEQING WITH ANY WORK SO MATERIAL IDENTIFICATION: STEEL REINFORCING BARS SHALL BE PROPERLY JOBSITE SAFETY:
<br /> INVOLVED. IDENTIFIED FOR CONF��MITY TO THE ORDERED GRADE IN ACCORDANCE WITH THE NELSON CONSULTING ENGINEERING PS HAS NOT BEEN RETAINED OR ��
<br /> ' 4. IN CASE OF� CO�IFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS APPROVED NATIONAL STANDARQS, THE PROVISION OF IQC 1708.3 AND THE COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES
<br /> SHALL TAKE PRECEDENCE 4VER TNE "GENERAL NOTES" AND/OR "STANDARD RELATED TO THE CONTRACTOR S SAFETY PRECAUTIONS OR TO MEANS, METHODS,
<br /> DETAiLS". APPROPRIATE IBC STANDARDS. STEEL WHICH !S NOT READILY IDENTIFIABLE AS TO TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM H!S
<br /> 5. (F A SPECIFIC DETA{L iS NOT SHOWN FOR ANY PART OF THE WORK, THE GRADE FROM MARKING AND TEST RECORDS SHALL BE TESTED TO DETERMINE �
<br /> CONFORMITY TO SUCH STANDARDS; OR SHALL BE REJECTED. WORK. TNE UND�RTAKING OF PERIODIC SiTE VISITS BY THE ENGINEER 5HALL NOT
<br /> CONSTRUCTfON SHALL BE THE SAME AS FOR SIMILAR WORK. BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HlM W
<br /> ' 6. WORKiNG DIMENSIONS SHALL NOT BE SCALED FROM PLANS, S�CTIONS, OR REFERENCE STANDARDS: ACI "QETAILING MANUAL" (SP-66}; CRSf MANUAL OF RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY
<br /> STANDARD PRACTiCE MSP-1 THE CONTRACT�R, SUBCONTRACTORS, SUPPLIER$ OR TNEIR EMPLOYEES, OR FOR
<br /> DETAILS 4N THESE DRAYVINGS. � � _
<br /> 7. THE CONTRACT4R SHALL IMMEDIATELY NOTIFY TNE ARCNITECT AND TNE ACCESS, VISITS, USE WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON. �
<br /> STRUGTURAL ENGINEER OF ANY CONDITION WHICH !N HIS OPIONION MIGHT MATERIALS: �
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<br /> ' ENDANGER THE STAB1LliY OF THE STRUCTURE OR CAUSE DISTRES5 TO TNE REINFORCING STEEL: GRADE 40, OWNERSHIP OF DOCUMENTS: ����'�'�"`�' ��� � �' ; Z o
<br /> STRIJCTURE. THESE DRAWINGS AND CALCULATIONS ARE THE INTELLECTUAL PROPERTY �F� � ` . C,� N
<br /> 8. THE CONTRACTOR SHALL SUPERVISE AND DiRECT HIS WORK AND HE SHALL BE S P L I C E S: t „ \ ��;�� � 1 2�J 1 7 �
<br /> L A P C O N T l N U O U S ft E I N F O R C I N G B A R S 4 0 B A R D{A M E T E R S 1 =8 M I N I M U M U N L E S S NELSON CONSULTING ENGINEER(NG PS. THESE DRAWINGS MAY NOT BE USED 1N � o
<br /> SOLELY RE5PONSIBLE FOR CONSTRUCT(QN MEANS, METHODS, TECNNfQUES, � » ' WHOLE OR PART BY ANY PERSOP! WITHOUT THE WRITTEN PERMISSION OF NELSON �;��i Y �� cV�-.R��'�`� �
<br /> ' SEQUENCES, AND PROCEQURES. PROVIDE ADEQUATE SHORING AND BRACING OF O T H E R W l S E N O T E D. P R O V I D E C O R N E R B A R S (1 -8 B E N D} F O R A L L H O R I Z O N T A L
<br /> REINFORCEMENT. CONSULTING ENGINEERING PS. ����"►a� ���'�i�-��� � z
<br /> ALL STRUCTURAL MEMBER5 DURING CO NS TRUCT ION. COVER: �
<br /> 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF fiHE LATEST �` � � 4
<br /> EDITION OF TNE WASHINGTON STATE BUILDING C(?DE, 2012, AND ALL OTHER FOOTINGS ... ... ......3 INCHES CLEA� T� EARTH PRE ENGINEERED METAL BUILDING
<br /> � �
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<br /> SLABS...........................2 INCHES NELSON CONSULTING ENGINEERING PS (NCE) IS NOT THE DESIGNER OF THE V � �
<br /> REG.ULATING AGENCE5 EXCERCISING AU��HORITY OVER ANY PORTfON OF THE WORK. PRE ENGINEERED METAL BUlLDING. NCE HAS NOT BEEN RETAINED OR COMPENSATED
<br /> LS SNALL TAKE PRECEDANCE OVER GENERAL NOTES ABREVIATIONS: A�,. � �
<br /> 10. SPECIFIC NOTES AND DETAI � w
<br /> AND TYPICAL DETAILS. WHERE THE NOTES, DRAW{NGS, ANQ/OR SPECiFICAITONS REINFORCING STEE� WELDING TO CHECK, REVIEIN, APPROVE, OR DESIGN THE METAL BUILDING OR ANY PORTION
<br /> RE�"ERENCE STANDARDS: "ANSi/AWS 01.4 STRUCTURAL WELDING CODE - THEREOF. TNE RESPONSfBiLTY FOR THE DESlGN OF THE METAL BUfLDiNG SOLELY
<br /> QIFFER, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. REINFOftCING STEEL." � BELONGS TO THE DESIGNER. AB ANCHCJR BOLT JT J�INT
<br /> ' 11 . REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY MATERIALS: GRADE 40 (ASTM A615) OR GRAQE 60 (ASTM A706). ALL GRADE 60 ALT ALTERNATE LL LIVE LOAD �
<br /> THESE GEi�ERAL N4TES OR THE STRUCTURAL �RAWINGS. WELDED REINFORCING BARS WILL BE REJECTED UNLESS A MI�L CERTIFICATE IS APPROX APPROXIMATE LOC LOCATION W
<br /> 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRiOR TO INSTALL.ATION. SU�3MITTED TO TH� ENG(NEER OF RECORD AND lNDiCATES COMPLIANCE WITH A$TM BTM BOTTOM LVL LAMINATED VENEER LUMBER o
<br /> 13. DESCREPANCES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER A706. USE ONLY WABO CERTIFIED WELDERS. USE ONLY FRESH E7DXX ELECTRODES BOT BOTTOM MAX MAXIMUM �
<br /> DOCUMENTS ARE.TO BE N�TED IN WRITING TO THE ENGINEER PRIOR TO (AWS A5.1 4R A5.5). BENDS iN WELDED REINFORCING STEEL ARE TO COMPLY WITH BRG BEARING MB MACHINE BOLT �"
<br /> CONSTRUCTION. ACI STANDARDS. BENDS MUST NOT OCCUR WITHIN 3" OF ANY WELD. PROVIQE BTW BETWEEN MECH MECNANICAL
<br /> 14. A�L C4NSTRUCTION SHALL BE DONE WITN MATERIALS, METHODS, AND SPECIAL INSPECTION PER IBC 1701 AND 1702. ��`�� � �
<br /> WORKMANSHIF' ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CJ CONTR4L JOINT MIN MINIMUM
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<br /> CONFORMANCE T0 THE PROVISlONS OF THE WASHINGTON STATE BUILDlNG CODE, CLR CLEAR MISC MISCELLANEOUS �� � ! � �
<br /> 2012 AND STANDARDS REFERENCED THERElN. , E MAS4NRY UNIT � NEAR SIDE ^
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