98-0225PS001.pdf

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STRUCTURAL GENERAL NOTES

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PC

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BEY

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MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

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FEDERAL AVIATION ADMINISTRATION

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AUGUST 29, 2003

AutoCAD SHX Text 405/478-5353 www.atkinsbenham.com

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DESIGNED BY:

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DRAWN BY:

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WORK ORDER NO.

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FACILITY MANAGEMENT

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OFFICE OF

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ISSUED BY

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AMP-400B

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AMP-400-E-98-0225

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DRAWING NO.

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DATE

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PREPARED BY

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ATKINS BENHAM, INC.

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REVIEWED BY

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REV

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DATE

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DEPARTMENT OF TRANSPORTATION

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9400 NORTH BROADWAY

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OKLAHOMA CITY, OKLAHOMA

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APPROVED BY

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JON BERKMAN

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DESCRIPTION

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OF

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SHEET NO.

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APP'D

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CHECK

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SUPPORT FACILITY

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POWER TRAINING AND

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AutoCAD SHX Text 8/29/03

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ISSUE FOR BID

AutoCAD SHX Text %%uD. MASONRY

AutoCAD SHX Text ALL MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530.1(1999), "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES." DESIGN IS BASED ON ALL MASONRY RECEIVING FULL FIELD INSPECTION.

AutoCAD SHX Text PROVIDE CORNER BARS IN OUTSIDE FACE OF ALL FOUNDATION WALLS, STEM WALLS AND RETAINING WALLS EQUAL IN SIZE AND SPACING TO MAIN HORIZONTAL REINFORCING. EXTEND INSIDE FACE REINFORCING OF ALL WALLS TO OUTSIDE FACE AND BEND TO A STANDARD ACI 90 DEGREE HOOK.

AutoCAD SHX Text PROVIDE 2-#5 BARS EACH SIDE AND EACH FACE OF OPENINGS THROUGH WALLS OR SLABS UNLESS NOTED OTHERWISE. BARS SHALL EXTEND 24" PAST OPENING.

AutoCAD SHX Text SHOP DRAWINGS SHALL BE SUBMITTED WITH REINFORCING STEEL DETAILED IN ACCORDANCE WITH ACI 315-99.

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FORMING AND EMBEDMENTS SHALL MEET THE FOLLOWING:

AutoCAD SHX Text SLABS-ON-GRADE SHALL HAVE CONSTRUCTION JOINTS, CONTROL JOINTS (SAWED JOINTS) AND ISOLATION JOINTS LOCATED AS SHOWN ON THE DRAWINGS.

AutoCAD SHX Text WHERE NECESSARY, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED WITHIN THE CENTER ONE-THIRD OF THE SPAN. ALL JOINTS SHALL BE THOROUGHLY CLEANED AND PURPOSELY ROUGHENED TO 1/4" AMPLITUDE AND COATED WITH AN EPOXY TYPE BONDING AGENT PRIOR TO PLACING ADJACENT CONCRETE. JOINTS IN EXPOSED CONCRETE SHALL BE PROVIDED WITH A MAXIMUM SPACING OF 15 FEET.

AutoCAD SHX Text NO ALUMINUM SHALL BE EMBEDDED IN CONCRETE. PRIOR WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER IS REQUIRED FOR ANY CONDUIT OR PIPING TO BE EMBEDDED IN CONCRETE. WHERE ALLOWED CONDUITS AND PIPING EMBEDDED IN CONCRETE SHALL BE SPACED A MINIMUM OF FOUR DIAMETERS APART AND THE MAXIMUM OUTSIDE DIAMETER SHALL BE LESS THAN 30 PERCENT OF THE MEMBER THICKNESS PLACED BETWEEN LAYERS OF REINFORCING.

AutoCAD SHX Text CURING FOR CONCRETE SURFACES NOT IN CONTACT WITH FORMS, SHALL BE IN ACCORDANCE WITH THE PROCEDURES LISTED IN THE SPECIFICATIONS AND SHALL BE APPLIED IMMEDIATELY AFTER COMPLETION OF PLACEMENT AND FINISHING.

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CONCRETE MASONRY UNITS (CMU) MATERIALS SHALL BE:

AutoCAD SHX Text ALL CONCRETE MASONRY UNITS (CMU) SHALL BE TWO CELL NORMAL WEIGHT AGGREGATE UNITS WITH A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF 2150 psi ON NET AREA, 1000 psi ON GROSS AREA AT 28 DAYS CONFORMING TO ASTM C90-00.

AutoCAD SHX Text SLABS-ON-GRADE TO RECEIVE FLOOR FINISHING SYSTEM SHALL BE FINISHED AND PREPARED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

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FORMS OR TOOLED TO 1" RADIUS ON SLABS UNLESS OTHERWISE NOTED.

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ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 1" INSIDE

AutoCAD SHX Text SEISMIC USE GROUP I SPECTRAL RESPONSE COEFFICIENT SS = 0.371 S = 0.371 = 0.371 SPECTRAL RESPONSE COEFFICIENT S1 = 0.088 1 = 0.088 = 0.088 SITE CLASSIFICATION D MAX. SPECTRAL RESPONSE COEFFICIENT SDS = 0.20 DS = 0.20 = 0.20 MAX. SPECTRAL RESPONSE COEFFICIENT SD1 = 0.10 D1 = 0.10 = 0.10 SEISMIC DESIGN CATEGORY C METHOD OF DESIGN EQUIVALENT LATERAL FORCE PROCEDURE

AutoCAD SHX Text DESIGN BEARING PRESSURE (NET) IS 3,000 psf FOR FOUNDATIONS BEARING ON UNDISTURBED FIRM SOIL OR APPROVED ENGINEERED FILL MATERIAL. BEARING MATERIALS WILL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER.

AutoCAD SHX Text FOUNDATION REINFORCING SHALL BE SUPPORTED FROM ABOVE OR WITH 3" SBP (CONTINUOUS BOTTOM PLATE) AT 48" ON CENTER (MAX.) WHILE DEPOSITING CONCRETE IN FORMS.

AutoCAD SHX Text ALL FOUNDATION WALLS, STEM WALLS, RETAINING WALLS, PILASTERS AND PEDESTALS ARE DESIGNED WITH, AND SHALL HAVE, FORMED SIDES.

AutoCAD SHX Text MOISTURE CONTENT IN FOOTING EXCAVATIONS SHALL BE MAINTAINED UNTIL FOOTINGS ARE PLACED. FOOTINGS SHALL BE POURED AS SOON AS PRACTICAL AFTER EXCAVATIONS ARE COMPLETED.

AutoCAD SHX Text RETAINING WALLS AND FOUNDATION WALLS WHICH ARE TO RECEIVE FILL ON EACH SIDE OF THE WALL SHALL BE BACKFILLED SIMULTANEOUSLY ON EACH SIDE OF THE WALL IN APPROXIMATELY EQUAL LIFTS WITH A MAXIMUM DIFFERENTIAL HEIGHT OF 1'-0"

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1. NO ALLOWANCE MADE FOR FUTURE EXTENSIONS OR ADDITIONS.

AutoCAD SHX Text FOUNDATIONS DESIGNED IN ACCORDANCE WITH RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT TITLED "SUBSURFACE EXPLORATION REPORT, PROPOSED (PDS BUILDING & ESS ADDITION" PREPARED FOR THIS PROJECT BY TERRACON, DATED MAY 20, 2003.

AutoCAD SHX Text %%uB. SOIL PREPARATION AND FOUNDATIONS:

AutoCAD SHX Text ALL EXCAVATION, FILL, COMPACTION AND GRADING OF THE SITE SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT.

AutoCAD SHX Text LOAD COMBINATIONS ARE IN ACCORDANCE ASCE 7-98, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" IN COMBINATION WITH "AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS" (APRIL 15, 1997) AND ACI 318-99, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."

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SOIL SUPPORTED FOUNDATIONS-

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LOAD COMBINATIONS-

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AutoCAD SHX Text GRAVITY LOADS DETERMINED IN ACCORDANCE WITH ASCE 7-98, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES LOCATION UNIFORM CONCENTRATED LIVE LOAD LIVE LOAD* SLABS-ON-GRADE MECHANICAL ROOMS LABORATORY SPACES ROOF *2000 LB. CONCENTRATED LOAD APPLIED ON ANY 2.5 FT. x 2.5 FT. FLOOR AREA.

AutoCAD SHX Text SNOW LOADS DETERMINED IN ACCORDANCE WITH ASCE 7-98, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. GROUND SNOW LOAD Pg = 10 PSF TERRAIN CATEGORY C (ASCE 6.5.3) EXPOSURE FACTOR Ce = 0.9 (ASCE TABLE 7-2, FULLY EXPOSED) THERMAL FACTOR Ct = 1.0 (ASCE TABLE 7-3, ALL STRUCTURES UNO) IMPORTANCE FACTOR I = 1.0 (ASCE TABLE 7-4, CATEGORY III) FLAT ROOF SNOW LOAD Pf = 6.3 (Pf = 0.7CeCtIPg) NO RAIN-ON-SNOW SURCHARGE LOAD IN ACCORDANCE WITH ASCE 7-98.

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A. WIND LOAD LOADS DETERMINED IN ACCORDANCE WITH ASCE 7-98, MINIMUM

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SEISMIC LOAD IN ACCORDANCE WITH 2000 INTERNATIONAL BUILDING CODE

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I = 1.0 (CATEGORY II)

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LATERAL LOADS-

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WIND IMPORTANCE FACTOR

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DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

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BASIC WIND SPEED

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WIND EXPOSURE

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AutoCAD SHX Text BUILDING CODE - 2000 INTERNATIONAL BUILDING CODE WITH APPLICABLE OKAHOMA CITY, OKLAHOMA CODE SUPPLIMENTS.

AutoCAD SHX Text %%uA. DESIGN CRITERIA:

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AutoCAD SHX Text PROVIDE GROUT FILLED BOND BEAM AT LOCATIONS INDICATED ON SECTIONS AND DETAILS AND AT THE TOP OF THE WALL OR PARAPET, AT THE BOTTOM OF THE WALL, AT TOP OF ALL OPENINGS, BELOW ALL OPENINGS, AT ALL BEARING LOCATIONS AND INTERMEDIATELY AT EVERY SIXTH COURSE (48" O.C.). BOND BEAMS SHALL BE REINFORCED AS FOLLOWS-

AutoCAD SHX Text WALL TYPE BOND BEAM REINF. (WxHxL)

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REINFORCING SHALL MEET THE FOLLOWING LAP, SPLICE, AND EMBEDDMENT REQUIREMENTS:

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LAP OR SPLICE

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LENGTH IN WALL

AutoCAD SHX Text FOUNDATION DOWELS SHALL EXTEND A MINIMUM OF A LAP LENGTH INTO THE MASONRY WALLS UNLESS NOTED OTHERWISE.

AutoCAD SHX Text PROVIDE CORNER BARS AT ALL WALL CORNERS AND INTERSECTIONS, OF EQUAL NUMBER, BAR SIZE AND SPACING AS HORIZONTAL REINFORCING BARS UNLESS OTHERWISE NOTED (#4 MIN.).

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REINF. BAR SIZE

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8X8X16 CMU BLOCK

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DOWELS INTO FOUNDATION

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STD. ACI HOOK

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EMBEDMENT WITH

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STRAIGHT EMBEDMENT

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EACH END OF A WALL.

AutoCAD SHX Text ALL MORTAR SHALL BE TYPE "S" WITH A MINIMUM MORTAR COMPRESSIVE STRENGTH OF 1800 psi AT 28 DAYS CONFORMING TO ASTM C270. THE MINIMUM COMPRESSIVE STRENGTH (f'm) OF A PRISM ASSEMBLED OF CMU AND MORTAR SHALL BE 1500 psi ON THE NET AREA AT 28 DAYS.

AutoCAD SHX Text GROUT SHALL CONFORM TO ASTM A476 WITH 3/8" AGGREGATED WITH THE FOLLOWING REQUIREMENTS-

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LOCATION MINIMUM F'C UNIT WEIGHTC UNIT WEIGHT UNIT WEIGHT

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REINFORCING STEEL SHALL MEET THE REQUIREMENTS OF ASTM A615/A615M GRADE 60.

AutoCAD SHX Text PROVIDE VERTICAL REINFORCING (NORMAL REINFORCING) IN GROUT FILLED CELLS IN ALL WALLS AS FOLLOWS UNLESS OTHERWISE NOTED-

AutoCAD SHX Text CELLS CONTAINING STEEL SHALL BE FILLED SOLIDLY WITH GROUT. THERE SHALL BE A FOUNDATION DOWEL FOR EACH VERTICAL REINFORCING BAR (NORMAL REINFORCING).

AutoCAD SHX Text PROVIDE AN ADDITIONAL VERTICAL REINFORCING BAR WITH FOUNDATION DOWEL IN GROUT FILLED CELL, OF SAME SIZE AND LENGTH AS THE NORMAL REINFORCING BAR, AT THE FOLLOWING LOCATIONS:

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EACH SIDE OF A CONTROL OR ISOLATION JOINT.

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INTERSECTION OF EXTERIOR WALLS.

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EACH SIDE OF WALL OPENING.

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EACH BEAM BEARING LOCATION.

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HORIZONTAL WALL REINFORCING-

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WALL TYPE REINF. IN

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CMU GROUT

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8" CMU

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VERTICAL REINFORCING-

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%%UGENERAL STRUCTURAL NOTES

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AutoCAD SHX Text 2000 psi

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150 PCF

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FILLED CELLS SPACING (INCHES)

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MAXIMUM

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LOCATION CLEAR COVER CLEAR COVER CLEAR COVER (IN.)

AutoCAD SHX Text REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60. WELDING OF REINFORCING IS PROHIBITED.

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CONCRETE REINFORCING SHALL MEET THE FOLLOWING:

AutoCAD SHX Text ALL REINFORCING SHALL BE CONTINUOUS. CONTINUOUS BARS SHALL LAP IN ACCORDANCE WITH ACI 318-99, UNLESS OTHERWISE NOTED.

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INTERIOR SLAB-ON-GRADE (COVER FROM TOP OF SLAB)

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EXPOSED TO EARTH OR WEATHER #5 AND SMALLER

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EXPOSED TO EARTH OR WEATHER #6 AND LARGER

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CAST AGAINST EARTH

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LOCATION MINIMUM F'C UNIT WEIGHTC UNIT WEIGHT UNIT WEIGHT

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28 DAY CONCRETE COMPRESSIVE STRENGTHS-

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THE CONCRETE REQUIREMENTS ARE -

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ALL STRUCTURAL CONCRETE DESIGNED IN ACCORDANCE WITH ACI 318-99.

AutoCAD SHX Text %%uC. CAST IN PLACE CONCRETE:

AutoCAD SHX Text CONCRETE CLEAR COVER OVER REINFORCING SHALL BE IN ACCORDANCE WITH ACI 318-99, LISTED BELOW, UNLESS OTHERWISE NOTED:

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RETAINING WALLS

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EXTERIOR SLAB-ON-GRADE

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INTERIOR SLAB-ON-GRADE

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FOUNDATION WALLS

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FOUNDATIONS

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150 PCF

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150 PCF

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150 PCF

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150 PCF

AutoCAD SHX Text STEEL FRAMING CONNECTIONS SHALL BE TIGHTENED AND COLUMNS SHALL BE LEVELED AND GROUTED IN PLACE BEFORE DECKING IS ATTACHED TO FRAMING.

AutoCAD SHX Text ALL WELDING SHALL BE IN ACCORDANCE WITH THE AWS D1.1 WELDING CODE, LATEST EDITION. ALL WELDS SHALL USE E70XX ELECTRODES.

AutoCAD SHX Text CONNECTION BOLTS SHOWN IN DRAWINGS SHALL BE 3/4" DIA. A325 BEARING TYPE "N", UNLESS OTHERWISE NOTED.

AutoCAD SHX Text NO HOLES SHALL BE CUT THRU STEEL BEAMS IN FIELD UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD.

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STEEL JOISTS MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE.

AutoCAD SHX Text STEEL JOISTS SHALL BE FIELD WELDED OR BOLTED TO SUPPORTING MEMBERS AS INDICATED ON THE DRAWING EXCEPT PROVIDE BOLTED CONNECTIONS WHERE COLUMNS ARE NOT FRAMED IN TWO DIRECTIONS OR UNLESS OTHERWISE NOTED.

AutoCAD SHX Text ALL JOIST BRIDGING SHALL BE PERMANENTLY INSTALLED BEFORE CONSTRUCTION LOADS ARE APPLIED. EACH LINE OF BRIDGING SHALL BE ANCHORED AT ENDS TO WALLS OR BEAMS.

AutoCAD SHX Text TOP AND BOTTOM JOIST CHORDS ARE NOT DESIGNED FOR CONCENTRATED LOADS. PLACE LOADS AT PANEL JOINTS OR FIELD WELD L2x2x3/16" AT WEB MEMBER BETWEEN TOP AND BOTTOM CHORDS FROM POINT OF LOAD TO NEAREST PANEL POINT ON OPPOSITE CHORD. REFER TO DETAIL 11/S004.

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STEEL ROOF DECKS SHALL COMPLY WITH THE STEEL DECK INSTITUTE REQUIREMENTS.

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15. STRUCTURAL STEEL, STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE

AutoCAD SHX Text REQUIREMENTS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STEEL ERECTION

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29 CFR, SUBPART R.

AutoCAD SHX Text STEEL JOISTS SHALL MEET THE LATEST JOINT AISC/STEEL JOIST INSTITUTE SPECIFICATIONS.

AutoCAD SHX Text BOLTED DIAGONAL BRIDGING IF SHOWN ON PLANS, SHALL BE BOLTED AT THE INTERSECTION OF THE TWO ANGLES BETWEEN JOISTS.

AutoCAD SHX Text ALL HANGERS SUPPORTING MECHANICAL EQUIPMENT, ETC., FROM THE CHORD OF STEEL JOISTS SHALL BE LOCATED AT PANEL POINTS OF THE JOIST. WHERE HANGERS ARE NOT LOCATED AT PANEL POINTS, THE JOIST SHALL BE REINFORCED WITH ANGELS BETWEEN THE PANEL POINTS AS SHOWN ON DETAIL 11/S004.

AutoCAD SHX Text STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE, STANDARDS AND AISC SPECIFICATIONS, NINTH EDITION.

AutoCAD SHX Text STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE NOTED ON THE DRAWINGS:

AutoCAD SHX Text ALL BOLTED CONNECTIONS REQUIRING SLIP CRITICAL TYPE PRETENSIONED BOLTS WILL BE INDICATED AS (S.C.). DIRECT TENSION INDICATORS (DTI) WASHERS SHALL NOT BE USED. TENSION CONTROL BOLTS MAY BE USED.

AutoCAD SHX Text ALL CONNECTIONS NOT DETAILED OR OTHERWISE NOTED SHALL BE DESIGNED BY THE FABRICATOR. SHOP DRAWINGS AND CONNECTION CALCULATIONS SHALL BE SUBMITTED BEARING THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF OKLAHOMA. NON-COMPOSITE BEAMS SHEAR CONNECTIONS SHALL BE STANDARD AISC CONNECTIONS AND SHALL BE DESIGNED FOR THE SPAN USING THE "ALLOWABLE UNIFORM LOAD IN KIPS FOR BEAMS LATERALLY SUPPORTED" LOAD DIVIDED BY 2, FOUND IN SECTION 2, "ALLOWABLE LOADS ON BEAMS" OF THE AISC NINTH EDITION MANUAL OF STEEL CONSTRUCTION PLUS ANY AXIAL LOAD INDICATED ON THE DRAWINGS. DESIGN SHALL BE BASED ON BEARING TYPE BOLTED CONNECTIONS WITH BOLTS "SNUG TIGHT" PER AISC. WELDED TYPE CONNECTIONS SHALL BE APPROVED FOR USE PRIOR TO SUBMITTAL OF SHOP DRAWINGS.

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STRUCTURAL STEEL CONNECTIONS-

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STRUCTURAL TUBING

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ANCHOR BOLTS

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STRUCTURAL BOLTS

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STRUCTURAL WIDE FLANGE SHAPES (A572 GRADE 50 MAY BE SUBSTITUTED)

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STRUCTURAL SHAPES AND PLATES

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PIPE

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%%UTYPE

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46 KSI

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B TYPE E

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%%UASTM

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%%UGRADE

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50 KSI

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36 KSI

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35 KSI

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%%UFY MIN.

AutoCAD SHX Text BOND BEAM REINFORCING SHALL BE CONTINUOUS THROUGHOUT, EXCEPT AT CONTROL AND ISOLATION JOINTS IT SHALL BE AS FOLLOWS:

AutoCAD SHX Text INTERMEDIATE BOND BEAM REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. REINFORCEMENT IN BOND BEAMS AT FLOOR AND ROOF DIAPHRAGM LEVELS SHALL BE CONTINUOUS THROUGH CONTROL JOINTS.

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ALL BOND BEAM REINFORCING SHALL BE DISCONTINUOUS AT ISOLATION JOINTS.

AutoCAD SHX Text LOCATION AND DETAILS OF CONTROL AND ISOLATION JOINTS IN REINFORCED MASONRY SHALL BE AS SHOWN ON THE STRUCTURAL AND/OR ARCHITECTURAL DRAWINGS (REFER TO DETAIL 3 ON SHEET S-003). THE MAXIMUM SPACING OF CONTROL OR ISOLATION JOINTS SHALL BE AT A LENGTH TO HEIGHT RATIO OF 4 TO 1 OR 24' ON CENTER, WHICHEVER IS LESS.

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MASONRY UNITS IN CONTACT WITH SOIL SHALL HAVE VOIDS FILLED WITH GROUT.

AutoCAD SHX Text LINTELS SHALL CONSIST OF GROUT FILLED BOND BEAMS AS SHOWN IN DETAIL 5/S002 UNLESS OTHERWISE NOTED.

AutoCAD SHX Text ALL LINTELS SHALL EXTEND NOT LESS THAN 40 BAR DIA. OR 24", WHICHEVER IS GREATER, BEYOND THE CORNER OF THE OPENING.

AutoCAD SHX Text VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL NOT LESS THAN 2" x 3" IN PLAN DIMENSIONS.

AutoCAD SHX Text CELLS WHICH CONTAIN REINFORCING STEEL (VERTICAL CELLS, BOND BEAMS, LINTELS, AND PILASTERS) SHALL BE FILLED SOLIDLY WITH GROUT.

AutoCAD SHX Text VERTICAL AND HORIZONTAL BARS AROUND PERIMETER OF OPENINGS SHALL EXTEND NOT LESS THAN 40 BAR DIAMETERS OR 24", WHICHEVER IS LARGER, BEYOND THE CORNER OF THE OPENING.

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4. PROVIDE A FOUR INCH LAYER OF COMPACTED FINE AGGREGATE CAPILLARY WATER BARRIER OVER A

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AutoCAD SHX Text BARRIER OVER A SIX INCH LAYER OF COMPACTED COARSE AGGREGATE CAPILLARY WATER BARRIER BETWEEN

AutoCAD SHX Text SLABS ON GRADE AND COMPACTED FILL SUB-BASE. FINE AGGREGATE MATERIAL SHALL BE AN UNWASHED

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MINIMUM YIELD STRENGTH, FY = 50 KSI.

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REQUIREMENTS OF ASTM A653. STRUCTURAL MEMBERS SHALL HAVE A

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FROM CORROSION-RESISTANT STEEL, CORRESPONDING TO THE

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2. ALL COLD-FORMED METAL FRAMING (CFMF) MEMBERS SHALL BE FORMED

AutoCAD SHX Text ACCORDANCE WITH TI 809-07 ANb 1996 AISI COLD-FORMED STEEL

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1. COLD-FORMED METAL FRAMING (CFMF) HAS BEEN DESIGNED IN

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SPECIFICATIONS AND SUPPLEMENTS.

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WORK.

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PLANS OR DETAILS WILL NOT BE PERMITTED AND WILL BE REJECTED

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REPRODUCTION OF STRUCTURAL CONTRACT DOCUMENTS AS ERECTION

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CONTRACTOR, SUBCONTRACTOR, SUPPLIER OR DISTRIBUTOR.

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1. SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS, PREPARED BY

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WITHOUT CHECKING.

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OTHERWISE NOTED AND REINFORCED WITH #4 BARS ON 12" CENTERS

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EACH WAY, 1 1/2" FROM TOP OF SLAB. WHEN THE PAD EXCEEDS 10" IN

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AND BOTTOM. ANCHOR PAD TO SLAB WITH #4 DOWELS AT 24" ON CENTER

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3. CONTRACTOR SHALL SUPPLY ALL ITEMS FOR ATTACHING MECHANICAL AND

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ATTACHMENTS AND LOCATIONS OF THE EQUIPMENT WITH THE STRUCTURAL

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4. SUBSTITUTION OF EXPANSION ANCHORS FOR EMBEDDED ANCHORS SHOWN

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ON THE DRAWINGS WILL NOT BE PERMITTED UNLESS APPROVED BY THE

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5. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING ADDITIONAL SERVICES

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A. VERIFICATION OF ALL DIMENSIONS, ELEVATIONS, OPENING

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TO EXISTING BUILDING.

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SIZES, AND MECHANICAL EQUIPMENT WEIGHTS PRIOR TO STARTING

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B. VERIFICATION OF ALL DIMENSIONS AND MEMBER SIZES RELATING

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C. VERIFICATION OF ALL FLOOR DEPRESSIONS AND OFFSETS WITH

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THICKNESS, REINFORCE WITH #4 BARS ON 12" CENTERS EACH WAY TOP

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EACH WAY CAST OR EPOXIED INTO SUPPORTING SLAB. REFER TO 1/S003.

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ELECTRICAL EQUIPMENT TO THE BUILDING STRUCTURE TO RESIST ALL

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LOADS INCLUDING SEISMIC FORCES. ATTACHMENT SHALL BE MADE SO

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AS NOT TO OVER STRESS STRUCTURAL MEMBERS. COORDINATE THE

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SHOP DRAWINGS. REFER TO THE MECHANICAL AND ELECTRICAL

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DRAWINGS FOR ADDITIONAL REQUIREMENTS.

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CONTRACTING OFFICER IN ADVANCE.

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2. UNLESS REQUIRED OR SHOWN OTHERWISE, CONCRETE PADS FOR MECHANICAL

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AND ELECTRICAL EQUIPMENT ON FLOORS SHALL BE 4" HIGH UNLESS

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DRAWINGS.

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D. REMOVE ALL ABANDONED FOUNDATIONS, UTILITIES, PIPELINES,

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ETC. THAT INTERFERE WITH NEW CONSTRUCTION.

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E. REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO SUBMITTAL

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CLEARLY NOTING CHANGES MADE WHICH DO NOT COMPLY WITH DESIGN

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F. PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR

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STABILITY DURING CONSTRUCTION.

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6. PLANS, SECTIONS, AND DETAILS ARE NOT TO BE SCALED FOR

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DETERMINATION OF QUANTITIES, LENGTHS, OR FIT OF MATERIALS.

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7. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR

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SPECIFICATIONS ARE COMPLEMENTARY, NEITHER IS MEANT TO STAND

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ALONE FOR ANY PORTION OF THE WORK DESCRIBED HEREIN. ANY

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CONFLICT BETWEEN DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED

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9. FIRST FLOOR INTERIOR SLAB ON GRADE SHALL NOT BE POURED UNTIL

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10. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE

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ROOF IS IN PLACE.

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SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, CURBS, PADS,

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INSERTS, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. BEFORE

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FABRICATION OF MATERIALS, COORDINATE WITH MECHANICAL AND

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ELECTRICAL EQUIPMENT REQUIREMENTS.

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8. CONSTRUCTION DOCUMENTS CONSIST OF THESE DRAWINGS AND A

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SEPARATE BOOK OF SPECIFICATIONS. THE DRAWINGS AND

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IMMEDIATELY TO THE CONTRACTING OFFICER.

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REQUIREMENTS OF THE BUILDING CODE.

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ARCHITECTURAL DRAWINGS.

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%%UF. COLD-FORMED METAL FRAMING (CFMF):

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%%UG. MISCELLANEOUS:

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#10 PER ASTM D448.

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5. REFER TO ARCH. SERIES DRAWINGS AND PROVIDE PERIMETER FOUNDATION INSULATION.

AutoCAD SHX Text NATIVE SOILS SHALL BE OVEREXCAVATED TO A MINIMUM DEPTH OF 1'-6" IMMEDIATELY BELOW THE FINISH SUBGRADE ELEVATION AND REPLACED WITH A COMPACTED LOW VOLUME CHANGE SOIL IN ACCORDANCE WITH GEOTECHNICAL REPORT.

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COORDINATE W/ARCH. SERIES DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

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STEEL ROOF DECK SHALL BE 1

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" DEEP, 18 GA., WIDE RIB METAL DECKING, GALVANIZED. DECKING

AutoCAD SHX Text SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI, A MINIMUM I OF 0.292 IN. /FT., A MINIMUM

AutoCAD SHX Text Sp OF 0.318 IN. /FT., AND A MINIMUM Sn OF 0.327 IN. /FT. DECKING SHALL RECEIVE A

AutoCAD SHX Text GALVANIZED FINISH PER SPECIFICATION. DECKING SHALL BE CONTINUOUS OVER A MINIMUM OF

AutoCAD SHX Text THREE SUPPORTS. DECKING SHALL BE ATTACHED TO SUPPORTING MEMBERS AND ADJACENT PANELS

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AS FOLLOWS:

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NO. OF END SUPPORT (PERPENDICULAR AND PARALLEL 5 7

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5/8" DIAMETER PUDDLE WELDS

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#10 TEK SCREW SIDELAP CONNECTION EQUALLY SPACED 4" O.C. 4" O.C.

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BETWEEN SUPPORTS

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%%U24" PANEL%%U %%U36" PANEL

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6. ADDITIONAL LOADS:

AutoCAD SHX Text ROOF STRUCTURE HAS BEEN DESIGNED FOR AN EQUIVALENT SURCHARGE LOAD OF 30 PLF IN THE

AutoCAD SHX Text LONGITUDINAL DIRECTION AT A MINIMUM SPACING OF 3'-0" O.C. FOR THE ADDITION OF FUTURE

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ELECTRICAL CABLE AND CONDUIT IN THE HIGH BAY ROOF ABOVE ROOMS 101, 102 AND 103.