HomeMy WebLinkAboutPLANS - 19-00043 - 575 W 7th S - Madison Middle School - RemodelP R O F E S S I O N A L ENG
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14134
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GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLYEXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURALENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THEWORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/ORWORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDINGCODE CONVENTIONAL FRAMING REQUIREMENTS AND OF INDUSTRY ACCEPTEDSTANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR FRAMING ELEMENT IS(OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THECONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALLMISCELLANEOUS WORK NOT EXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TOITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALLREVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCEWITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALLDIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONSFROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THEAFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES,SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'SREVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERSAND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEERREGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACETHE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLYAND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BECONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERINGDESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING ORSUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THECONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FORCORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FORTHE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BERETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.BASIS FOR DESIGN:1.BUILDING CODE: 2015 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = III4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.25SITE CLASSDSEISMIC DESIGN CATEGORYCMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.156, SS = 0.440DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.226, SDS = 0.425PERCENT SNOW INCLUDED WITHSEISMIC LOADS20%VERTICAL SHEAR TRANSFER ELEMENTS:STEEL SYSTEMS NOTSPECIFICALLY DETAILED FORSEISMIC RESISTANCEEXCLUDING CANTILEVERCOLUMNS R = 3, CS = 0.1775. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED120 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE36.6 PSFNET UPLIFT ON ROOF16.4 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF30 PSFFLOOR40 PSF30 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADBEAMSL/480L/240 FOUNDATION NOTES:1.IN LIEU OF A GEOTECHNICAL REPORT: THE F
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2.THE SOIL DESIGN VALUES LISTED BELOW HA
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CITY/COUNTY BUILDING DEPARTMENT, CONTI
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PREDOMINATELY CONSISTS OF SAND AND/O
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SPECIFIC SOIL CLASSIFICATIONS SHOULD BE
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CLASSIFICATIONS CAN BE FOUND IN TABLE 1
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VERIFICATION OF SOIL CLASSIFICATION IS TH
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CONTRACTOR.3.A ONE-THIRD INCREASE IN BEARING PRESSU
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WIND LOAD COMBINATIONS. LATERAL BEARIN
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MAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEAR ON COMPAC
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NATIVE SOIL SUBBASE COMPACTED TO 95% D
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FREE OF LOOSE DEBRIS OR UN-COMPACTED
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PLACEMENT.5.CONCRETE SLABS ON GRADE SHALL BE SUP
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BELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATION
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ALLOWABLE LATERAL BEARING PRESSURE
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FOUNDATION BEAR
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REINFORCING STEEL:1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORME
D
B
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F
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A
L
L
B
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#
4
A
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D
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A
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ASTM A615 GRADE 40 (FY = 40 KSI) DEFORME
D
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D
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M
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GRADE 60 DEFORMED BARS SHALL BE USED
F
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C
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C
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W
A
L
L
S
,
B
E
A
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S
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ELEVATED SLABS AND COLUMN REINFORCI
N
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2.WELDING OF REINFORCING BARS SHALL BE
M
A
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L
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7
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BARS AND ONLY USING E90 SERIES RODS. W
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BE MADE ONLY AT LOCATIONS SHOWN ON PL
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3.REINFORCING BAR SPACING GIVEN ARE MAXI
M
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N
T
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R
S
.
A
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L
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SPECIFICATIONS AND HANDBOOK. DOWEL AL
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FOUNDATION. SECURELY TIE ALL BARS IN LO
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L
A
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C
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C
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T
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.
STEEL:1.MATERIALS: ROLLED W SHAPES, SHALL CONF
O
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M
T
O
A
S
T
M
A
9
9
2
(
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0
K
S
I
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.
A
L
L
OTHER STRUCTURAL STEEL SHAPES, ROLLE
D
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R
S
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D
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CONFORM TO ASTM A36 (FY = 36 KSI). ALL PIP
E
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A
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L
B
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A
S
T
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0
1
(
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=
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6
KSI) OR ASTM A53, TYPE E OR S, GRADE B (FY
=
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5
K
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)
.
A
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B
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BE ASTM A500 (FY = 46 KSI).2.ALL BOLTS AND STUDS SHALL BE ASTM A307,
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S
N
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D
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R
W
I
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EXPANSION BOLTS TO HAVE CURRENT ICC R
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WHICH INSTALLATION TAKES PLACE. HEADED
S
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F
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REQUIREMENTS OF THE LATEST EDITION OF
T
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D
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P
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STUD WELDING" AND THE "STRUCTURAL WEL
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P
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D
B
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L
BOLTS, ANCHOR BOLTS, EXPANSION BOLTS,
E
T
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.
S
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B
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I
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S
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W
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WASHERS AT FACE OF WOOD OR AT SLOTTE
D
H
O
L
E
S
I
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S
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L
S
E
C
T
I
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N
S
.
3.ALL STRUCTURAL AND MISCELLANEOUS STE
E
L
S
H
A
L
L
B
E
F
A
B
R
I
C
A
T
E
D
A
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D
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R
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C
T
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D
IN ACCORDANCE WITH AISC SPECIFICATIONS
F
O
R
T
H
E
D
E
S
I
G
N
,
F
A
B
R
I
C
A
T
I
O
N
A
N
D
ERECTION OF STRUCTURAL STEEL FOR BUIL
D
I
N
G
S
,
L
A
T
E
S
T
E
D
I
T
I
O
N
.
4.WELDING SHALL BE BY WELDERS HOLDING V
A
L
I
D
C
E
R
T
I
F
I
C
A
T
E
S
A
N
D
H
A
V
I
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CURRENT EXPERIENCE IN THE TYPE OF WEL
D
S
H
O
W
N
O
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T
H
E
D
R
A
W
I
N
G
S
O
R
N
O
T
E
S
.
ALL WELDING SHALL USE E70 SERIES LOW HY
D
R
O
G
E
N
R
O
D
S
U
N
L
E
S
S
N
O
T
E
D
OTHERWISE. ALL WELDING PER LATEST AME
R
I
C
A
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W
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L
D
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S
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E
T
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JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITED
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1/18/19
14134
D
VID B .P O R T E R
L I C E N SED
M
M
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P
REXBURG,
MADISON MIDDLE SCHOOL A/C
MADISON COUNTY SCHOOL DISTRICT #321
IDAHO
-
J
A
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1
9
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1
.
0
ELECTRICAL NOTES AND DETAILS
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REXBURG,
MADISON MIDDLE SCHOOL A/C
MADISON COUNTY SCHOOL DISTRICT #321
IDAHO
-
J
A
N
'
1
9
E
1
.
1
MAIN PLAN LIGHTING DEMOLITION
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P
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P
REXBURG,
MADISON MIDDLE SCHOOL A/C
MADISON COUNTY SCHOOL DISTRICT #321
IDAHO
-
J
A
N
'
1
9
E
2
.
0
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REXBURG,
MADISON MIDDLE SCHOOL A/C
MADISON COUNTY SCHOOL DISTRICT #321
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MADISON MIDDLE SCHOOL A/C
MADISON COUNTY SCHOOL DISTRICT #321
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GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLYEXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURALENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THEWORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/ORWORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDINGCODE CONVENTIONAL FRAMING REQUIREMENTS AND OF INDUSTRY ACCEPTEDSTANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR FRAMING ELEMENT IS(OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THECONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALLMISCELLANEOUS WORK NOT EXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TOITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALLREVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCEWITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALLDIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONSFROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THEAFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES,SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'SREVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERSAND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEERREGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACETHE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLYAND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BECONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERINGDESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING ORSUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THECONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FORCORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FORTHE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BERETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.BASIS FOR DESIGN:1.BUILDING CODE: 2012 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF20 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADBEAMSL/600L/600FOUNDATION NOTES:1.IN LIEU OF A GEOTECHNICAL REPORT: THE FOUNDATION HAS BEEN DESIGNEDACCORDING TO THE RECOMMENDATIONS OF CHAPTER 18 OF THE IBC.2.THE SOIL DESIGN VALUES LISTED BELOW HAVE BEEN APPROVED BY THECITY/COUNTY BUILDING DEPARTMENT, CONTINGENT THAT THE SOIL ON THE SITEPREDOMINATELY CONSISTS OF SAND AND/OR GRAVEL.SPECIFIC SOIL CLASSIFICATIONS SHOULD BE ONE OF THE FOLLOWING: SANDYGRAVEL OR GRAVEL(GW OR GP), SAND(SW AND SP), SILTY SAND(SM), CLAYEYSAND(SC), SILTY GRAVEL(GM), OR CLAYEY GRAVEL(GC). THESE SOILCLASSIFICATIONS CAN BE FOUND IN TABLE 1806.2 OF CHAPTER 18 OF THE IBC.VERIFICATION OF SOIL CLASSIFICATION IS THE RESPONSIBILITY OF THECONTRACTOR.3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC ORWIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCEMAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEAR ON COMPACTED ENGINEERED FILL OR COMPETENTNATIVE SOIL SUBBASE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR).GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDINGFOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLYADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN ANDFREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETEPLACEMENT.5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH LAYER OF SELECTFILL MATERIAL OR ACCORDING TO THE SPECIFICATIONS OF THE SOIL REPORT. FILLMATERIAL SHOULD BE MOISTENED, BUT NOT SATURATED JUST PRIOR TO PLACINGCONCRETE.6.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THEWALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS ANDCONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTEDBELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE:ALLOWABLE BEARING PRESSURE1500 PSFFOUNDATION BEARING DEPTH36" BELOW FINISHED GRADE CONCRETE:*NOTE: MINIMUM 2500 PSI AT DAY 3, USE 6000 PSI OR AT CONTRACTORS OPTION
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EARLY ADDITIVE MAY BE USED2.ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS
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CUBIC FOOT USING HARD-ROCK AGGREGATES. AGGREGATE USED IN CONCRET
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SHALL CONFORM TO ASTM C33.3.LAP SPLICES FOR BEAMS AND FLOOR SLABS SLABS SHALL BE ACCORDING TOCHAPTER 12 OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS.STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. NO TACK WELDING OFREINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH
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ACI 301 AND ACI 318. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED,EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDERFLOOR DUCTS, ETC. CAST CLOSURE POUR, WHERE SHOWN ON PLANS AROUNDCOLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. REMOVE ALL DEBRIS FROMFORMS BEFORE PLACING CONCRETE.ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS,ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FO
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BEFORE PLACING THE CONCRETE.8.ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROLJOINTS (KEYED OR SAW CUT) SUCH THAT ONE SLAB AREA DOES NOT EXCEED 2
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ALL OTHER JOINTS MAY BE SAW CUT.9.HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED INSTRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLYAPPROVED OR NOTED BY THE STRUCTURAL ENGINEER. PIPES AND CONDUITS
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NOT IMPAIR THE STRENGTH OF THE WORK.10.FLY ASH MAY BE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATION
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HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FL
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CAST AGAINST EARTH (FOOTINGS)3"± 38"SLABS ON GRADE112"± 14"EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER112"± 38"EXPOSED TO EARTH OR WEATHER - #6 AND LARGER2"± 38"NOT EXPOSED TO WEATHER OR IN CONTACT WITH THEGROUND ROOF SLAB1"18"STRUCTURAL SLABS AND WALLS34"18"BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT,TIES, STIRRUPS AND SPIRALS112"38"1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS:USE:CONCRETESTRENGTH:MAX W/CRATIOAIRENTRAINM
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FOUNDATIONS6000 PSI *0.40N/ACONCRETE SLABS ONGRADE3500 PSI0.45N/AREINFORCING STEEL:1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LAR
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ASTM A615 GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND SMA
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