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GENERAL WOOD 5PEGIAL IN5PEGTION AND TE5TING REGUJIREMENT5
<br /> I. THE WORDS "THE ENGINEER" AS USED IN THESE NOTES, REFER TO A REPRESENTATIVE OF I. UNLESS NOTED OTHERWISE ON DRAWINGS, PROVIDE THE FOLLOWING LUMBER GRADES AND SPECIAL INSPECTION
<br /> GBDH DESIGN GROUP, INC. SPECIES AS DEFINED BY W.W.P.A. OR W.C.L.I.B. GRADING RULES: AORIK REQUIRING 5PEGIAL IN5PECTION CONTINUOUS PERIODIC NOTES 7E5T REQ 10
<br /> 2. THE CONTRACTOR SHALL BECOME FAMILIAR WITH ALL EXISTING 517E CONDITIONS AND WITH ALL JOISTS, BEAMS, POSTS, TOP PLATES..............................................#1 DOUGLAS FIR (D.F) A) COMPACTED FILL, GRADIN(5, AND EXCAVATIONS I A) PILL COMPACTION
<br /> GRADING (REF 3317) B) CONCRETE G B
<br /> DESIGN DOCUMENTS PROVIDED BY THE VARIOUS DESIGN PROFESSIONALS INVOLVED IN THIS PROJECT. STUDS..............................................................................................................STUD OR #2 D.F. AND
<br /> HEADERS, BLOCKING...............................................................................#2 D.F. FOUNDATION B) CONTINUOUS INSPECTION OF PILE DRIVING NA G) SAMPLING AND TESTING OF
<br /> 3. VERIFY ALL DIMENSIONS AND DETAILS SHOWN ON THESE DRAWINGS. ANY DISCREPANCIES OR SILL PLATES................................................................................................PRESSURE TREATED #2 D.F. G) CONTINUOUS INSPECTION FOR CAISSON DRILLING NA REINFORCING STEEL
<br /> OMI551ON5 FOUND SHALL BE REPORTED TO THE ENGINEER AND OTHER DESIGN PROFE5510NAL5 ALL OTHER....................................................................................................#1 D.F. A) DURING CONCRETE PLACEMENT 2 D) MILL CERTIFICATES FOR
<br /> AS APPROPRIATE FOR RESOLUTION PRIOR TO PROCEEDING WITH ANY RELATED WORK. B) DURING MOLDING OF COMPRESSION TE575AMPLE5 REINFORCING STEEL DESIGN GROUP, INC.
<br /> . SAWN LUMBER MOISTURE CONTENT SHALL NOT EXCEED 1496. G) DURING PLACEMENT OF REINFORCEMENT AND E) MASONRY
<br /> 4. ALL WORK SHALL COMPLY WITH THE CURRENTLY ADOPTED EDITION OF THE UNIFORM BUILDING 2CONCRETE IN CAISSONS NAF) GROUT AND MORTAR
<br /> CODE AND ALL STATE AND LOCAL CODES AND ORDINANCES. 3. 5HEATHIN6 SHALL BEAR THE 57AMP OF THE AMERICAN PLYWOOD A550CIATION AND SHALL D) DURING PLACEMENT OF CONCRETE, FOR BOLTS OR (5) ALL COMPLETE PENETRATION
<br /> CONFORM TO U.S. PRODUCT STANDARDS P.S.I., WITH EXTERIOR GLUE. 5HEATHING AT EXPOSED EMBEDS AS SPECIFIED (REF 1701.5 #2) WELDS BY ULTRASONIC TESTING
<br /> 5. ANY TESTING OR INSPECTIONS REQUIRED BY BUILDING OFFICIALS OR THE PROJECT DRAWINGS EAVES SHALL BE EXTERIOR GRADE. CONCRETE OR RADIOGRAPHY
<br /> OR SPECIFICATIONS SHALL BE PERFORMED BY AN APPROVED INDEPENDENT TESTING LABORATORY. E) FOR PNEUMATICALLY PLACED CONCRETE- A R C U I 1 I C 1 U R 1
<br /> 4. SHEATHING NAILING AT EDGE OF ANY FLOOR OR ROOF OPENING SHALL BE THE SAME AS PLACEMENT PERSONNEL OUALIFIGATION, SPECIAL NA H) SAMPLING AND TESTING OF +
<br /> ,6. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NEITHER BE CONSTRUED AS BOUNDARY NAILING. REBAR PLACEMENT CONDITIONS, SAMPLE PANEL 57ROGTURAL STEEL I N G I N C R I N G
<br /> INSPECTION NOR APPROVAL OF CONSTRUCTION. VERIFICATION I) MILL CERTIFICATES FOR
<br /> 5. PARTIAL SHEETS OF SHEATHING GALLED OUT ON STRUCTURAL DRAWINGS SHALL BE F) FOR PRESTRESS TENDON PROFILE, VERIFY STRUCTURAL STEEL
<br /> 7. THE CONTRACTOR I5 SOLELY RESPONSIBLE FOR COMPLIANCE WITH O.5.H.A. STANDARDS. MINIMUM AREA OF 5 50. F7. WITH A MINIMUM DIMENSION OF 2 FEET. EQUIPMENT CALIBRATION, OBSERVE AND RECORD NA J) EXPANSION OR EPDXY ANCHORS 9806 Old Winery Place, Suite 1
<br /> ELONGATION Sacramento, California 95827
<br /> 8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR BRACING AND SHORING ALL EXCAVATIONS, 0. NAILING SHALL CONFORM TO THE NAILING SCHEDULE ON TABLE 23-II-5-1 IN THE UNIFORM
<br /> A> ALL ADHESIVE ANCHORS, RODS AND DOWELS, Tel 916.854.9901 Fax 916.854.9840
<br /> DEWATERING OF EXCAVATION FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE, BUILDING CODE. DRILLED SHALL BE CONTINUOUSLY IN5PE07ED DURING
<br /> TEMPORARY AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE WORK TO ANCHORS INSTALLATION 3
<br /> ASSURE THE SAFETY OF ANY PERSON COMING IN CONTACT WITH THE WORK. 7. ALL NAIL GALL-OUTS ARE FOR COMMON NAILS UNLESS NOTED OTHERWISE. B) EXPANSION ANCHORS IN CONCRETE OR MA5ONARY 4
<br /> QROFESS/p
<br /> !y9�
<br /> 4. ALL A.5.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE AS AMENDED TO DATE. 8. ALL BOLT HEADS AND NUTS THAT BEAR AGAINST THE FAGS OF WOOD MEMBERS SHALL BE REINFORCING A) PLACEMENT OF REINFORCING 5 <c�..•''' A.
<br /> STEEL B) SAMPLING FOR TESTING NA ��0�0� NUijif•..F�
<br /> PROVIDED WITH METAL WASHERS. BOLT HOLES SHALL BE 1/32" TO 1/1,6" LARGER THAN BOLT ;•° ;c�
<br /> 10. UNLESS GALLED OUT AS EXISTING OR NOT-IN-CONTRACT, EVERYTHING DIAMETER
<br /> SHOWN ON THESE A) STRUCTURAL WELDING (REF 1701.5) 6
<br /> .
<br /> DRAWINGS SHALL BE PROVIDED AND INSTALLED AS PART OF THE WORK OF THE PROJECT. B) STRUCTURAL LIGHT GAGE FRAMING OR DECKING NA No. C34833 E
<br /> WELDING * '*
<br /> 4. HOLES FOR LAG SCREWS SHALL BE DRILLED THE SAME DIAMETER AND DEPTH AS THE SMOOTH G) SHEAR CONNECTORS INSPECTION AND TESTING NA Exp. 9-30-03
<br /> 11. SEE CIVIL DRAWINGS FOR GRADING AND SOIL COMPACTION REQUIREMENTS. SHANK. HOLES FOR THE THREADED PORTION SHALL BE NO LARGER THAN THE DIAMETER D) REINFORCING STEEL WELDING (REF 1701.5.5.3) J'�;• ;•��
<br /> ROOT OF THE THREAD. LAG 50REW5 SHALL BE TURNED, NOT DRIVEN, INTO PLACE. STRUCTURAL I A) ERECTION AND INSPECTION OF SURFACES NA 9��;•.,C / �;,..��'0� ,
<br /> CONCRETE STEEL I
<br /> I. CONCRETE SHALL CONFORM TO THE FOLLOWING: 10. SOLID BLOCKING SHALL BE INSTALLED BETWEEN J0157S OR RAFTERS AT THE TOP OF ALL BOLTING A) HIGH STRENGTH BOLTING NA
<br /> BEARING AND SHEAR WALLS. SHEAR A) HIGH LOAD WOOD DIAPHRAGM (BUILDING FOUR) 7
<br /> CONCRETE CLA55 71L7-UF PANELS SLAB ON GRADE FO071NGS/ALL OTHER DIAPHRAGMS Consultants
<br /> II. ALL JOISTS, RAFTERS, AND HEADERS SHALL HAVE A MINIMUM OF 1-1/2" SEARING OVER A) PLACEMENT OF MASONRY UNI75 NA
<br /> MAXIMUM AGGREGATE 51ZE I" 1" 1-1/2" SUPPORTS.
<br /> MASONRY PRISM CONSTRUCTION NA
<br /> MINIMUM SACKS PER YARD 5 5 4.5 MASONRY B)
<br /> 12. HOLES IN STRUCTURAL MEMBERS FOR PIPES AND CONDUITS SHALL COMPLY WITH THE G) MORTAR AND GROUT SAMPLING NA
<br /> MAXIMUM WA7ER/GEMEN7 RATIO 0.54 034 0,60 D) GROUTING OPERATIONS NA
<br /> SLUMP 4"± I/2" 4"± I/2" 3.-511± 111 BUILDING GORE SUBJECT TO APPROVAL BY THE ENGINEER.
<br /> 8 DAY COMPRESSIVE STRENGTH 3000 PSI 3000 PSI 2500 PSI A) PLACEMENT OF BOLTS AT PANEL TO FOOTING
<br /> 2
<br /> 13. ENDS OF WOOD MEMBERS ENTERING MASONRY OR CONCRETE WALLS SHALL HAVE A 1/2" AIR SPECIAL CONNECTION: INSPECT AFTER BOLTS ARE IN PLACE
<br /> 2. CONCRETE SHALL BE REGULAR WEIGHT WITH HARDROCK AG(5REGATES, UNLESS NOTED SPACE AROUND TOP, END, AND SIDES, UNLESS WOOD IS TREATED WITH APPROVED PRESERVATIVE. CONDITIONS AND BEFORE CONCRETE 15 POURED
<br /> OTHERWISE. B) DURING PLACEMENT OF 6ROU7
<br /> PROPRIETAR`r 57RUGTURAL COMPONEN75
<br /> 3. PORTLAND GEMENT SHALL CONFORM TO A.5.7.M. 0-150 TYPE I OR II. I. WHERE ELEMENTS OF CONSTRUCTION ARE GALLED OUT BY BRAND NAME IN THESE DRAWINGS,
<br /> THE DESIGN IS BASED UPON STRUCTURAL VALUES PROVIDED BY THE MANUFACTURER. EQUIVALENT
<br /> 4. AGGREGATES SHALL CONFORM TO A.5.7.M. 0-33 WITH PROVEN SHRINKAGE CHARA07ER15710 PRODUCTS OF OTHER MANUFACTURERS MAY BE SUBMITTED TO THE ENGINEER FOR 5UB57ITUTION I. REVIEW OF FOUNDATION EXCAVATION BY 501L ENGINEER 70 VERIFY ENGAGEMENT OF PROPER SOIL.
<br /> OF LE55 THAN -.041061. APPROVAL. SUBMITTALS MU57 CONTAIN I.C.B.O. REPORT OR OTHER PROOF OF EQUIVALENT FOUNDATION OBSERVATION SHALL OCCUR PRIOR TO PLACEMENT OF REINFORCEMENT.
<br /> STRUCTURAL VALUES.
<br /> 5. CONCRETE SHALL BE READY-MIXED PER U.B.G. STANDARD 14-3 AND A.5.T.M. G-q4. 2. CONCRETE: THE FOLLOWING CONDITIONS DO NOT REQUIRE SPECIAL INSPECTION
<br /> 2. SHEET METAL HANGERS, STRAPS, HOLD-DOWNS, ANCHORS, ETC GALLED OUT AS "SIMPSON" A. FOR FOUNDATION CONCRETE, OTHER THAN CAST-IN-PLACE DRILLED PIERS OR CAISSONS,
<br /> 6. CONCRETE CLASS AND STRENGTHS SHALL BE AS NOTED ON FOUNDATION PLAN. CONTRACTOR IS REFER TO PRODUCTS MANUFACTURED BY 51MP5ON STRONG-TIE COMPANY, INC. ALL SUCH WHERE STRUCTURAL DE516N 15 BASED ON AN f'c NO GREATER THAN 2,500 1-51.
<br /> RESPONSIBLE FOR OBTAINING CONCRETE MIX DE516N5 WHICH CONFORM TO CLA55 AND STRENGTH PRODUCTS SHALL BE INSTALLED WITH THE MAXIMUM NUMBER OF FASTENERS GALLED IN THE B. NON-57RU071URAL SLABS ON GRADE, AS DETERMINED BY AN ENGINEER.
<br /> REQUIREMENTS. SUBMIT ONE COPY OF MIX DESIGNS TO ENGINEER FOR HI5 RECORDS. CURRENT SIMPSON CATALOG UNLESS GALLED OUT DIFFERENTLY IN THESE DRAWINGS. G. 51TE WORK CONCRETE FULLY SUPPORTED ON EARTH AND CONCRETE WHERE NO SPECIAL HAZARDS EXI57.
<br /> 7. ONLY ONE GLASS AND STRENGTH OF CONCRETE SHALL BE PLACED ON THE JOB AT ONE TIME. 3. UNLE55 GALLED OUT OTHERWISE ON DRAWINGS, CONCRETE EXPANSION ANCHORS SHALL BE 3. EXPDXY ANCHORS: WHEN SPECIAL INSPECTION IS REQUIRED, THE SPECIAL INSPECTOR MUST BE ON
<br /> "KWIK-BOLT II" BY HIL71 FASTENING SYSTEMS, 1.013.0. #4;627. THE J055I7E DURING ANCHOR INSTALLATION TO VERIFY AND RECORD THE FOLLOWING:
<br /> 6. CONCRETE WITH SPECIFIED COMPRESSIVE STRESS OF-2500 P.S.I. OR GREATER SHALL A. PRODUCT ADHESIVE AND EXPIRATION DATE
<br /> BE TESTED IN CONFORMANCE WITH U.B.G. SECTION 1,105,6. 4. UNLESS GALLED OUT OTHERWISE ON DRAWINGS, MASONRY EXPAN51ON ANCHORS SHALL BE B. ANCHOR DIAMETER AND STEEL GRADE
<br /> G. COMPLIANCE OF DRILL BIT WITH RESPECTIVE IGBO REPORT
<br /> "DYNABOLT SLEEVE ANCHOR" BY ITA RAM5E7 / RED HEAD, I.C.B.O. #1372. D. HOLE DIAMETER
<br /> 4. SUBMIT ONE COPY OF RESULTS OF ANY CONCRETE TE571NG PERFORMED. E. CLEANINE55 OF HOLE AND ANCHOR
<br /> 5. UNLESS GALLED OUT OTHERWISE ON DRAWIN(55, SHOT PINS (POWDER ACTUATED FASTENERS)
<br /> 10. CONTRACTOR SHALL OBTAIN THE ENGINEERS' APPROVAL FOR ANY CONSTRUCTION JOINT SHALL BE AS MANUFACTURED BY HILTI, INC AS DESCRIBED IN 1.013.0. REPORT #1240. PINS SHALL 4. EXPANSION ANCHORS: WHEN SPECIAL INSPECTION IS REQUIRED, THE SPECIAL INSPECTOR MUST BE
<br /> LOCATED IN AN ELEVATED SLAB, BEAM OR SHEAR WALL. BE MINIMUM 0.145" DIAMETER AND PENETRATE AT LEAST 1-1/4" INTO CONCRETE UNLE55 NOTED ON THE J055ITE DURING ANCHOR IN57ALLATION TO VERIFY THE FOLLOWING:
<br /> OTHERWISE. A. ANCHOR TYPE AND DIMENSIONS
<br /> 11. ALL REINFORCING STEEL, ANCHOR BOLTS AND SLEEVES SHALL BE PLACED AND SECURED IN B. CONCRETE TYPE AND COMPRESSIVE STRENGTH
<br /> POSITION PRIOR TO PLACING CONCRETE. ,6. UNLESS GALLED OUT OTHERWISE ON DRAWING5, EPDXY ANCHORS SHALL BE ALL THREAD R005 G. PRE-DRILLED HOLE DIMENSIONS
<br /> IN SIMPSON SET HIGH STRENGTH EPDXY, I.C.B.O. #ER5271t. D. ANCHOR SPACING, EDGE DISTANCE, EMBEDMENT AND TIGHTENING TORQUE
<br /> 2. ALL OPENINGS FOR ELECTRICAL AND MECHANICAL ELEMENTS SHALL BE FORMED WITH
<br /> OPTION: PULL TEST EACH ANCHOR FOR MANUFACTURERS LISTED VALUE.
<br /> SLEEVES PRIOR TO PLACING CONCRETE. GORING SHALL NOT BE ALLOWED WITHOUT THE
<br /> DE
<br /> ENGINEER'S APPROVAL. IEERRED SUBMITTALS 5. REINFORCING STEEL: SPECIAL INSPECTION OF THE REINFORCING STEEL IS ONLY REQUIRED IF THE
<br /> THESE DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO GBDH DESIGN GROUP, INC. ACCOMPANYING CONCRETE REQUIRES SPECIAL INSPECTION. WHEN SPECIAL INSPECTION IS REQUIRED,
<br /> 13. MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS UNLE55 NOTED OTHERWISE.
<br /> FOR REVIEW AND COORDINATION. FOLLOWING THE COMPLETION OF THE REVIEW AND THE REINFORCING STEEL SHALL BE INSPECTED FOR CONFORMANCE TO THE APPROVED PLANS PRIOR TO n ,
<br /> COORDINATION A SUBMITTAL MAY THEN BE MADE TO THE BUILDING DEPARTMENT FOR CLOSING OF FORMS OR DELIVERY OF CONCRETE TO JOB SITE. INSPECTION SHALL BEGIN FAR ENOUGH ^
<br /> SLAB-ON-GRADE........................................................................................................... CENTER REVIEW AND APPROVAL, WHICH SHALL INCLUDE A LETTER STATING THIS REVIEW AND IN ADVANCE OF ANY CONCRETE PLACEMENT TO ALLOW A THROUGH INSPECTION AND ENSURE CORRECTIONS,
<br /> CA57 AGAINST EARTH............................................................................................... 3" COORDINATION HAS BEEN PERFORMED AND COMPLETED AND PLANS AND CALCULATIONS IF ANY, ARE MADE.
<br /> FORMED CONCRETE EXPOSED 70 EARTH OR WEATHER.......................... 2" FOR THE DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE WITH NO EXCEPTIONS.
<br /> FORMED CONCRETE NOT EXPOSED TO EARTH OR WEATHER................ I 6. STRUCTURAL WELDING:
<br /> I. OPEN WEB STEEL PURLINS AND GIRDERS
<br /> BEAMS AND COLUMNS PRIMARY REINFORCING.............................................. 1-1/2"
<br /> WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1701.7 OF THE Cf-71U50
<br /> BEAMS AND COLUMNS STIRRUPS AND TIES..................................................... 1-1/2" NEED NOT BE INSPECTED.
<br /> PRECAST CONCRETE PANELS................................................................................. 1-1/2" DESIGN CRITERIA
<br /> I. 1447 UNIFORM BUILDING CODE WHEN SPECIFIED, PERIODIC INSPECTION IS REQUIRED OF WORK IN PROGRESS AND VISUAL INSPECTION OF
<br /> 14. SLAB SHALL BE SAW-GUT AS SOON AS EQUIPMENT CAN BE OPERATED WITHOUT DAMAGING ALL WELDS PRIOR 70 COMPLETION OR SHIPMENT OF SHOP WELOIN65:
<br /> THE SLAB. 2. SEISMIC ZONE: 3 A. SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/1,6 IN
<br /> B. FLOOR AND ROOF DECK WELDING
<br /> 15. CURE ALL EXPOSED CONCRETE SURFACES WITH LIQUID MEMBRANE-FORMING CURING 3. BA516 WIND SPEED: 75 MPH, EXPC G. WELDED STUDS IN STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS
<br /> CLASS A OR OTHER APPROVED CURING W
<br /> COMPOUND CONFORMING TO A.5.7.M. G 30Q, TYPE I, D. GOLD-FORMED STUDS AND JOISTS
<br /> METHOD IMMEDIATELY AFTER PLACING CONCRETE. WHERE PLACEMENT OCCURS IN TEMPERATURES E. STAIR AND RAILING SYSTEMSF. REINFORCING STEEL, N07 LARGER THAN NO. 5 BARS ~�
<br /> OVER 400 OR IN WINDY CONDITIONS, CONTRACTOR SHALL TAKE ADDITIONAL MEASURES TO INSURE Q Z
<br /> PROPER CONCRETE GORING. IF CONTROL JOINT SAW-GUTTING TAKES PLACE AFTER APPLICATION OFCONTINUOUS VISUAL INSPECTION 15 REQUIRED FOR ALL OTHER WELDING INCLUDING 0
<br /> CURING COMPOUND, RE-APPLY GORING COMPOUND TO 5AWCUT5. A. ANY STEEL MEMBER OR CONNECTION THAT IS DESIGNED TO RE5157 LOADS AND Q w
<br /> FORGES, INCLUDING BUT NOT LIMITED 70, ANY FULL PENETRATION FIELD WEL05. T
<br /> 1,6. WHEN GOLD WEATHER CONDITIONS EXIST, PLACE CONCRETE IN COMPLIANCE WITH U.B.G. 1405.12. B. REINFORCING STEEL LARGER THAN NO. 5 BARS v J , ^ U
<br /> 17. WHEN HOT WEATHER CONDITIONS EXIST, PLACE CONCRETE IN COMPLIANCE WITH U.B.G. I TO5.13. 7. BUILDING FOUR; HIGH LOAD ROOF DIAPHRAGM: WHEN SPECIAL INSPECTION IS REQUIRED V 1 Q Z
<br /> FOR ROOF DIAPHRAGM NAILING AS SHOWN ON SHEET 572, THE SPECIAL INSPECTOR MU57 2 O
<br /> REPORT THE FOLLOWING PER I.C.B.O REPORT # ER-1452.
<br /> A. SHEATHING GRADE AND THICKNESS O U
<br /> REINFORCING STEEL B. NOMINAL WIDTH OF FRAMING MEMBERS ALONG ADJOINING PANEL EDGES Z O
<br /> I. ALL REINFORCING STEEL SHALL BE AS FOLLOWS: G. NAIL DIAMETER AND LENGTH �� ►-�
<br /> D. NUMBER OF FASTENERS LINES, SPACING AND EDGE MARGINS OF NAILING. o
<br /> a. NO. 3 BARS AND SMALLER..................................... A.5.T.M. A615, GRADE 40 OR GRADE,60
<br /> b. NO. 4 BARS AND LARGER....................................... A.5.7.M. A615, GRADE 60 No. Revision Date
<br /> c. REINFORCING STEEL TO BE WELDED................. A.5.T.M. A70,6, GRADE 00
<br /> d. WELDED WIRE FABRIC............................................... A.5.T.M. A165
<br /> 2. ALL BARS SHALL BE GLEAN OF RU57, GREASE OR OTHER MATERIALS LIKELY TO IMPAIR BOND.
<br /> 3. ALL BENDS SHALL BE MADE GOLD.
<br /> 4. SPLICING OF BARS SHALL HAVE MINIMUM LAP PER DETAIL 6/51.1 IN ALL GASES UNLE55
<br /> DIMENSIONED OTHERWISE ON DETAILS.
<br /> 5. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING
<br /> CONCRETE OR APPLYING GROUT.
<br /> 0. MINIMUM LAP FOR WELDED WIRE FABRIC SHALL BE ONE AND A HALF FULL MESH.
<br /> 7. WELDING OF REINFORCING STEEL SHALL BE IN COMPLIANCE WITH A.W.S. 01.4-7CT, USING LOW
<br /> HYDROGEN ELECTRODES.
<br /> 0. SPACING OF BAR5 SHALL BE CONSIDERED AS MAXIMUM SPACING.
<br /> 57RUGTURAL 57EEL
<br /> I. ALL STRUCTURAL STEEL SHALL CONFORM TO A.5.7.M. A3,6 UNLESS NOTED OTHERWISE.
<br /> Client M
<br /> 2. STEEL PIPE COLUMNS SHALL CONFORM TO A.5.7.M. A501, Fy=3,6 K51 OR A.5.7.M. A53, TYPES E Smie
<br /> OR 5, GRADE B, Fy=35 KSI.
<br /> 0cm
<br /> ■�■
<br /> It any
<br /> 3. STRUCTURAL TUBE STEEL COLUMNS SHALL CONFORM TO A.5.7.M. A500, GRADE B, Fy=4,6 KSI.
<br /> 1801 Tribute Road
<br /> 4. BOLTS SHALL CONFORM TO A.5.T.M. A307 UNLESS NOTED OTHERWISE. Sacramento, CA 95815
<br /> 5. STRUCTURAL STEEL W SECTIONS SHALL CONFORM TO A.5.7.M. A572, GRADE 50.
<br /> � - PH 916 923 4000
<br /> - - FX 916 923 4664
<br /> ,6. DIAMETER OF BOLT HOLES IN STEEL SHALL BE 1/1,6 INCH LARGER THAN THE BOLT 51ZE UNLESS
<br /> NOTED OTHERWISE.
<br /> Sheet Title
<br /> 7. ALL WELD5 SHALL BE IN CONFORMITY WITH THE STRUCTURAL WELDING CODE OF THE AMERICAN BLDG 4
<br /> WELDING SOCIETY (A.W.5.). ALL STRUCTURAL WELDING SHALL USE THE SHIELDED METAL ARG BLDG 3
<br /> WELDING PROCESS WITH E70XX ELECTRODES. USE LOW HYDROGEN ELECTRODES FOR BOLTS AND BLDG-2 TYPICAL
<br /> REINFORCING BARS.
<br /> $LDC I NOTES
<br /> 8. ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO EITHER A.5.7.M. A307 OR A3;6 UNLESS I
<br /> NOTED OTHERWISE.
<br /> 9. PROTECT ALL STEEL COLUMNS, BASE PLATES, ANCHOR BOLTS, EMBEDMENT PLATES, WELD
<br /> PLATES, ETC BELOW TOP OF FLOOR SLAB WITH A MINIMUM OF 3" OF CONCRETE COVER.
<br /> - - - - - Date Project No.
<br /> 10. FABRICATION AND ERECTION SHALL COMPLY WITH A.I.5.C. SPECIFICATIONS FOR BUILDINGS, AS 03/06/03 MO 1-2089
<br /> REVISED TO DATE.
<br /> Drawn By Sheet No.
<br /> 11. SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. EUILDIN6 K l PLAN
<br /> DG
<br /> 12. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. N.T.S. O
<br /> Checked By
<br /> COORDINATE ANY GONFLIG75 BEFORE PROCEEDING.
<br /> z
<br /> 13. WELDED HEADED STUDS SHALL CONFORM 70 A.5.7.M. A106 UNLE55 NOTED OTHERWISE. DG S190
<br />
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