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<br /> � STRUCTURAL GENERAL NOTES CAST—IN—P�ACE CONCRETE: STRUCTURAL STEEL:
<br /> CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19, ACI 301 , EXCEPT AS MODIFIED BELOW, STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITIONS �
<br /> GOVERNING CODE: THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AS ADOPTED "STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE", AND ACI 318 "BUILDING CODE OF THE FOLLOWING DOCUMENTS: AISC "SPECIFICATION FOR STRUCTURAL STEEL Fa �
<br /> AND AMENDED BY CHELAN COUNTY, WA SHALL GOVERN, DESIGN AND CONSTRUCTION. REQUIREMENTS FOR STRUCTURAL CONCRETE". BUILDINGS" AND AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". M� p
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<br /> REFERENCE STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE MATERIALS: MATERIALS: � � 0
<br /> LATEST EDITION IN EFFECT ON THE BID DATE OR DATE OF OWNER—CONTRACTOR AGREEMENT CEMENT: ASTM C150, TYPE I, U.N.O. STRUCTURAL STEEL ("W" SHAPES ONLY): ASTM A992 OR ASTM A572, GRADE 50 � 0 � v
<br /> UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING CODE. AGGREGATES: ASTM C33 STRUCTURAL STEEL (OTHER SHAPES 8c PLATES): ASTM A36 � � � �
<br /> ADMIXTURES: ASTM C260, C494, C618, AND C1017 STRUCTURAL TUBING 8c ROUND HSS: ASTM A500, GRADE B ps � N
<br /> FOUNDATION: EXISTING. NO NEW FOUNDATION WORK IS ANTICIPATED. WATER: ASTM C94 STEEL PIPE: ASTM A53, GRADE B � v � � �
<br /> � FLY ASH: ASTM C618 MACHINE BOLTS: ASTM A307, GRADE A � � N � �
<br /> PLAN NOTES AND SPECIFICATIONS: THESE NOTES SPECIFY A MINIMUM LEVEL OF PERFORMANCE CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: HIGH—STRENGTH BOLTS: ASTM A325N, TYPE 1 � q,' 0� �
<br /> REQUIRED FOR THIS PROJECT. WHERE NOTES ON INDIVIDUAL STRUCTURAL DRAWINGS AND FOOTINGS--------------------,f c = 2,500 PSI (28 DAYS), MAX. W/C = 0.59 ANCHOR BOLTS: ASTM F1554, GRADE 36 � � � � �
<br /> DETAILS DIFFER FROM THE GENERAL NOTES, THE MORE RESTRICTIVE SHALL APPLY. REFER TO PEDESTALS 8c FOUNDATION WALLS----f c — 3,000 PSI (28 DAYS), MAX. W/C — 0.49 THREADED RODS: ASTM F1554, GRADE A36 � � .. w� Q�
<br /> THE ARCHITECTURAL AND CIVIL DRAWINGS FOR INFORMATION IN ADDITION TO THESE NOTES HEADED SHEAR STUDS: ASTM A108, INSTALL IN ACCORDANCE WITH AWS D1 . 1 � � w 0� �
<br /> AND STRUCTURAL DRAWINGS. M A X I M U M N O M I N A L A G G R E G A T E S I Z E S H A L L B E L I M I T E D T O 3 4 E X C E P T I N S L A B S O N G R A D E �
<br /> � � B A S E P L A T E G R O U T: N O N—S H R I N K, M I N I M U M f c = 6,0 0 0 P S I A T 2 8 D A Y S � �! � �
<br /> D I S C R E P A N C I E S: I N C A S E O F D I S C R E P A N C I E S B E T W E E N T H E P L A N S, S P E C I F I C A T I O N S, U N L E S S N O T E D O T H E R W I S E, O R A S A P P R O V E D B Y T H E E N G I N E E R O F R E C O R D. C A L C I U M M� � � r•, a»+
<br /> R E F E R E N C E S T A N D A R D S, A N D G O V E R N I N G C O D E, T H E M O R E S T R I N G E N T R E Q U I R E M E N T S S H A L L C H L O R I D E S H A L L O N L Y B E U S E D W I T H A P P R O V A L O F T H E E N G I N E E R O F R E C O R D. C O L D—F O R M E D S T E E L F R A M I N G: � � � Q �
<br /> G O V E R N. A L L D I S C R E P A N C I E S S H A L L B E B R O U G H T T O T H E A T T E N T I O N O F T H E A R C H I T E C T A N D E X C E P T A S M O D I F I E D B E L O W, C O L D—F O R M E D S T E E L F R A M I N G S H A L L C O N F O R M T O T H E � �0 W � ,F�',,
<br /> ENGINEER OF RECORD PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. WATER/CEMENT RATIO: LATEST EDITION OF THE AISI "SPECIFICATION FOR THE DESIGN OF COLD—FORMED STEEL � �'" � `"� �
<br /> W/C RATIO SHALL BE CALCULATED ON THE BASIS OF TOTAL CEMENTITIOUS MATERIAL. MAINTAIN STRUCTURAL MEMBERS", AS WELL AS IBC SECTIONS 2209 AND 2210. ALL MEMBERS •
<br />� CONTRACTOR'S NOTES: STRUCTURAL DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF MINIMUM 5 1 /2 SACKS OF CEMENT PER CUBIC YARD. FOR AIR—ENTRAINED CONCRETE, SPECIFIED ARE TAKEN FROM THE LATEST PUBLICATION OF THE STEEL STUD MANUFACTURERS
<br /> CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF A MAXIMUM SPECIFIED W/C LIMITS SHALL BE REDUCED BY 10�. ASSOCIATION.
<br /> SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED
<br /> SUBJECT TO APPROVAL BY THE OWNER, ARCHITECT AND ENGINEER OF RECORD. MATERIALS:
<br /> AIR CONTENT: 43 MIL. 18 GAUGE) 8c LIGHTER: ASTM A653 SS, GRADE 33
<br /> ANY TEMPORARY BRACING AND SHORING REQUIRED UNTIL ALL STRUCTURAL CONNECTIONS HAVE AIR ENTRAINMENT OF 5% (+ OR — 1 1 /2% SHALL BE PROVIDED (N THE CONCRETE MIX FOR 54, 68, & 97 MIL. 16, 14, 8c 12 GAUGE ASTM A653 SS, GRADE 50
<br /> BEEN COMPLETED, IS THE SOLE RESPONSIBIUTY OF THE GENERAL CONTRACTOR. THE � C )�
<br /> ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PROVIDE DESIGN AND/OR CONSTRUCTION ALL CONCRETE EXPOSED TO FREEZE/THAW ACTION, INCLUDING BUT NOT LIMITED T0, EXTERIOR
<br /> REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, CAST—IN—PLACE FOUNDATIONS, EXTERIOR WALLS, EXTERIOR SLABS ON GRADE, AND STRUCTURAL SIZE AND PROFILE:
<br /> METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTORS AND SLABS EXPOSED TO WEATHER. AIR—ENTRAINED CONCRETE SHALL CONTAIN 10� LESS WATER COLD—FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SIZE AND PROFILE AS SHOWN p,VAN yFy
<br /> SUBCONTRACTORS TO PERFORM THEIR WORK. THAN NON—AIR—ENTRAINED. ON THE STRUCTURAL DRAWINGS. MEMBERS EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND �,�.`e oF `NASy� ��ti
<br /> � STRENGTH BY MANUFACTURERS NOT LISTED ON THE CONTRACT DOCUMENTS MAY BE ��� ,Q�' � "�o c
<br /> VERIFY AND COORDINATE OPENINGS IN ROOF, FLOORS, AND WALLS WITH ARCHITECTURAL, SLUMP: SUBSTITUTED FOR FRAMING MEMBERS SHOWN. ALTERNATE MEMBERS SHALL BE SUBJECT TO � -
<br /> MECHANICAL, AND ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR OTHER SLUMP FOR ALL CONCRETE MIXES SHALL BE 4", UNLESS NOTED OTHERWISE. SLUMP REVIEW AND APPROVAL BY THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO
<br /> NON—STRUCTURAL WALLS, FINISHES AND DIMENSIONS. REQUIREMENTS MAY BE WAIVED, UPON APPROVAL OF THE ARCHITECT AND ENGINEER OF FABRICATION AND ERECTION. ALL REQUIRED TRACKS AND BRIDGING SHALL BE FORMED FROM �°�'o �Fc8sT�R�,o �,�,�
<br /> RECORD, IF WATER/CEMENT (W/C) RATIOS ARE MAINTAINED. TOLERANCE FOR SLUMP SHALL STEEL OF THE SAME MATERIAL THICKNESS (GAUGE) AS THE STUDS OR JOISTS TO WHICH FFSS/ONq� F.��'\�
<br /> DESIGN CRITERIA: CONFORM TO ASTM C94. THEY ARE Al-fACHED, UNLESS NOTED OTHERWISE.
<br /> LIVE LOADS:
<br /> ROOF --------------------------------25 PSF SEE SNOW LOAD BELOW FLY ASH:
<br /> UP TO 20� OF THE CEMENT CAN BE REPLACED WITH FLY ASH, CONFORMING TO ASTM C618. INSPECTIONS: INSPECTIONS SHALL CONFORM TO IBC SECTION 109.
<br /> LATERAL LOADS: CURING: SPECIAL INSPECTIONS: .
<br /> � WIND: BASIC WIND SPEED (3—SEC. GUST) = 110 MPH MAINTAIN CONCRETE IN A MOIST CONDITION FOR A SUITABLE PERIOD AFTER PLACEMENT, IN IN ADDITION TO THE INSPECTIONS REQUIRED BY IBC SECTION 109, SPECIAL INSPECTION
<br /> EXPOSURE CATEGORY B, kZt = 1 .10, ACCORDANCE WITH ACI 301 , SECTION 5. SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF IBC CHAPTER 17 ON THE
<br /> IMPORTANCE FACTOR, Iw = 1 .00 TYPES OF WORK LISTED IN SECTIONS 1704 AND 1707. SPECIAL INSPECTIONS SHALL �
<br /> BUILDING RISK CATEGORY II GROUT: INCLUDE, BUT ARE NOT LIMITED T0, THE FOLLOWING ITEMS: z
<br /> VELOCITY PRESSURE = 31 .0 PSF USE A NON—SHRINK GROUT WITH ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 6000 PSI �
<br /> MINIMUM, UNLESS NOTED OTHERWISE. EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT, AND LOAD—BEARING REQUIREMENTS (IBC �
<br /> SEISMIC: 2002 LAT/LON VALUES SECTION 1704.7) m
<br /> MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss = 112.69 �g DRILLED AND GROUTED ANCHORS: � � �
<br /> S1 = 48.24 �g UNLESS NOTED OTHERWISE, ALL EPDXY EMBEDDED THREADED RODS AND REINFORCING DOWELS W Q N
<br /> , IMPORTANCE FACTOR, le = 1 .0 CALLED OUT ON THE STRUCTURAL DRAWINGS SHALL BE SIMPSON SET—XP ( USE SIMPSON PERIODIC SPECIAL INSPECTION: z � �
<br /> � SITE CLASS D AT—XP IN TEMPERATURES BELOW 50 DEGREES F ) OR APPROVED EQUAL. ALL EMBEDDED 1 . ON—SITE STRUCTURAL WELDING (IBC SECTION 1704.3) Q 0 Q �
<br /> DESIGN SPECTRAL RESPONSE COEFFICIENTS, Sds = 84.60 �g ITEMS SHALL BE INSTALLED PER THE EPDXY MANUFACTURER'S RECOMMENDATIONS. SEE -- SINGLE—PASS FILLET WELDS NOT EXCEEDING 5/16" O � �
<br /> Sd1 = 48.80 �g "INSPECTIONS" AT END OF NOTES. 2. HIGH—STRENGTH BOLTING (IBC SECTION 1704.3.3) � Q � �
<br /> SEISMIC DESIGN CATEGORY D — BEARING—TYPE CONNECTIONS � �
<br /> BUILDING RISK CATEGORY II DRILLED AND TORQUE SET ANCHORS: Z E— � N
<br /> 3. CONCRETE CONSTRUCTION (IBC SECTION 17�4.4) N L
<br /> UNLESS NOTED OTHERWISE, ALL "EXPANSION" TYPE ANCHOR BOLTS SHALL BE SIMPSON -- PLACEMENT OF REINFORCING STEEL � � � �
<br /> STRONG BOLT 2 ANCHORS OF THE DIAMETER AND DEPTH OF EMBEDMENT SPECIFIED IN THE -- VERIFICATION OF IN—SITU CONCRETE LL � N W
<br /> DRAWINGS. 4. FASTENING OF COMPONENTS WITHIN THE SEISMIC—FORCE—RESISTING SYSTEM
<br /> (INCLUDING DRAG STRUTS, BRACES, AND HOLDOWNS)
<br /> CONCRETE REINFORCEMENT: N0. DATE DESCRIPTION '
<br /> � EXCEPT AS MODIFIED BELOW, CONCRETE REINFORCEMENT SHALL CONFORM TO THE LATEST CONTINUOUS SPECIAL INSPECTION: 0 10/26/16 Sign Support Details
<br /> EDITIONS OF ACI 315 AND 318. 1 . ON—SITE STRUCTURAL WELDING �IBC SECTION 1704.3� 1 11/17/16 Cored Holes in Floor Slab
<br /> MATERIALS: -- ALL WELDING NOT COVERED BY PERIODIC INSPECTION 2 �2/�/�s Stairs — New & Infilled
<br /> REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED BARS, U.N.O. INSPECTION NOTES:
<br /> WELDED WIRE FABRIC: SMOOTH FABRIC, ASTM A185. DEFORMED FABRIC, ASTM A497. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A COUNTY INSPECTOR.
<br /> TIE WIRE: 16 GAUGE OR HEAVIER, BLACK ANNEALED. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF
<br /> FIELD BENDING: THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE.
<br /> BARS SHALL BE BENT COLD THROUGH AN ANGLE NOT GREATER THAN 90 DEGREES, AND SHALL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE A SPECIAL INSPECTOR OR
<br /> � ONLY BE BENT ONCE. BARS PARTIALLY EMBEDDED IN CONCRETE SHALL BE A MINIMUM OF 3 INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY WORK THAT �
<br /> INCHES ABOVE SURFACE OF CONCRETE. BARS THAT DEVELOP CRACKS OR SPLITS AFTER REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT THE REQUIRED SPECIAL
<br /> BENDING SHALL BE REPLACED. INSPECTION MAY BE SUBJECT TO REMOVAL.
<br /> LAP SPLICES:
<br /> LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS OR 36" MINIMUM, UNLESS NOTED
<br /> OTHERWISE. PROVIDE CORNER BARS AT ALL CAST IN PLACE WALL AND FOOTING CORNERS
<br /> AND INTERSECTIONS AND LAP 30 BAR DIAMETERS OR 1 '-6" MINIMUM. FOR WELDED wiRE DRAWING INFORMATION
<br /> MESH, LAP ALL EDGES 1 - 1 /2 MESH MINIMUM.
<br /> DATE: December 1, 2016
<br /> CONCRETE COVER: DRAWN: Phil V .
<br /> � MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS, UNLESS NOTED CHECKED: Tony
<br /> OTHERWISE:
<br /> STRUCTURAL PHIL JOB N0: 222PV16
<br /> CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH-----3"
<br /> CONCRETE EXPOSED TO EARTH OR WEATHER (�5 8c SMALLER)------ 1 - 1 /2" PERMIT SUBMITfAL
<br /> INTERIOR FACE OF WALLS ----------------------------3/4"
<br /> C;1�``� �� ��I���i-f
<br /> ���V1�1�'�� �=C7F� PE��f'I��f.
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<br /> STRUCTUR.AL GENERAL NOTES
<br /> Original drawing is 24x36.
<br /> Scale accordingly if reduced.
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