A1.2_Drawings_Part4.pdf

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S-001

APPLICABLE CODES: GENERAL NOTES: FOUNDATION & SOIL DATA:

SLABS-ON-GRADE SUBJECTED TO HEAVY LOADS

UFC 3-320-06A, 01 MARCH 2005, CONCRETE FLOOR N.

BUILDINGS

UFC 3-310-04, WITH CHANGE 1, 20 JUNE 2016, SEISMIC DESIGN OF M.

ENGINEERING

UFC 3-301-01 WITH CHANGE 3, 12 SEPTEMBER 2016, STRUCTURALL.

UFC 3-110-03, WITH CHANGE 2, 01 JANUARY 2017, ROOFINGK.

BUILDING REQUIREMENTS

UFC 1-200-01, WITH CHANGE 3, 01 AUGUST 2015, GENERAL J.

MBMA/MBSM (2012) METAL BUILDING SYSTEMS MANUALI.

CURRENT EDITION.

OF COLD-FORMED STEEL STRUCTURAL MEMBERS, MOST

AISI 5100, NORTH AMERICAN SPECIFICATION FOR THE DESIGN H.

AISC STEEL CONSTRUCTION MANUAL, 14TH EDITIONG.

STRUCTURAL CONCRETE

ACI 318/318R-14, BUILDING CODE REQUIREMENTS FOR F.

SP-66 (2004), ACI DETAILING; MANUALE.

INTERNATIONAL BUILDING CODE, IBC 2015D.

AWS D1.1 STRUCTURAL WELDING CODE, STEEL, 2015C.

OTHER STRUCTURES

ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND B.

ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE A.

DESIGN LOADS:

SYSTEM REQUIREMENTS.

REFER TO SPECIFICATION 13 34 19 FOR METAL BUILDING H.

DISTANCES FOR BUILDINGS, 9 FEB 2012

04-010-02, DOD MINIMUM ANTITERRORISM STANDOFF

STANDARDS FOR BUILDINGS, 9 FEB 2012 AND UFC

PER UFC 04-010-01 DOD, MINIMUM ANTITERRORISM 1)

ANTI-TERRORISM FORCE PROTECTIONG.

ANALYSIS PROCEDURE = (BY PEMB SUPPLIER)11)

RESPONSE MODIFICATION FACTOR, R = 310)

SEISMIC RESPONSE COEFFICIENT = 0.029)

BASE SHEAR, V = (BY PEMB SUPPLIER)8)

RESISTANCE (MOMENT AND "X" BRACED FRAMES)

SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC

BASIC SEISMIC FORCE RESISTING SYSTEM = STEEL 7)

SEISMIC DESIGN CATEGORY A6)

Sd1 = 0.060

Sds = 0.0615)

SITE CLASS D (ASSUMED)4)

S1 = 0.0383)

Ss = 0.0572)

IMPORTANCE FACTOR = 1.01)

SEISMIC LOADF.

Kzt = 1.0; Kd = 0.854)

PARTIALLY ENCLOSED GCpi = +/- 0.55

INTERNAL PRESSURE COEFFICIENT;3)

EXPOSURE CATEGORY = C2)

GUST - ASCE 7-10)

BASIC WIND SPEED = 115 MPH (3 SECOND1)

WIND LOADE.

EXPOSURE FACTOR = 1.05)

1.2 (ROOF OVERHANGS)

THERMAL FACTOR = 1.0 (MAIN BUILDING);4)

IMPORTANCE FACTOR = 1.03)

MINIMUM ROOF SNOW LOAD = 5 PSF2)

GROUND SNOW = 5 PSF1)

SNOW LOADSD.

100 PSF FOR ALL OTHER AREASB)

FORKLIFT RATED FOR 10,000 LBS.

WAREHOUSE OPEN AREAS DESIGNED FOR

250 PSF IN WAREHOUSE OPEN AREASA)

SLAB ON GRADE LIVE LOAD:3)

WAREHOUSE AREA.

ALONG PEMB ROOF PRIMARY RAFTERS ABOVE

2000 LB CONCENTRATED LOAD APPLIED ANYWHERE2)

ROOF LIVE LOAD = 20 PSF (REDUCIBLE)1)

LIVE LOADC.

USED FOR UPLIFT LOAD CASES)

COLLATERAL DEAD LOAD = 15 PSF (NOT TO BE2)

PEMB ROOF = 10 PSF1)

DEAD LOAD (IN ADDITION TO FRAMING SELF WEIGHT)B.

RISK CATEGORY = IIA.

PRE-ENGINEERED METAL BUILDING (PEMB) SYSTEM:

SHOP DRAWINGS SHALL BE AT THE CONTRACTOR'S RISK.

HAVE BEEN REVIEWED BY THE ENGINEER. ANY FABRICATION THAT BEGINS PRIOR TO REVIEW OF

SPECIFICATIONS. FABRICATION SHALL NOT BEGIN UNTIL SHOP DRAWINGS COVERING THAT WORK

SHALL BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH THE SUBMITTAL SECTION OF THE

SHOP DRAWINGS AND SUPPORTING DATA FOR ALL PEMB AND CONCRETE STEEL REINFORCING H.

DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.G.

JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.F.

SHEETS WITH THE ELEVATION SHOWN ON THE CIVIL SHEETS.

SEA LEVEL ELEVATION. COORDINATE THE FINISHED FLOOR ELEVATION SHOWN ON THE STRUCTURAL

DATUM OF 100'-00". FINISHED FLOOR ELEVATION SHOWN ON THE CIVIL SHEETS ARE BASED ON MEAN

THE FINISHED FLOOR ELEVATION SHOWN ON THE STRUCTURAL SHEETS ARE BASED ON A RELATIVEE.

SUBCONTRACTORS PRIOR TO CONSTRUCTION.

MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER ITEMS WITH APPROPRIATE TRADE DRAWINGS AND

THE CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,D.

CONTRACTING OFFICER AT THE CONTRACTOR'S EXPENSE.

FROM ALL DAMAGE. DAMAGE TO ALL WORK SHALL BE REPAIRED TO THE SATISFACTION OF THE

THE CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES, STRUCTURES, AND UTILITY LINESC.

UNTIL ALL FRAMING INCLUDING ROOF DECK IS IN PLACE.

EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY AND

LATERAL LOADS, LOADS DUE TO STOCKPILES OF MATERIAL, AND LOADS DUE TO CONSTRUCTION

STRUCTURE. TEMPORARY CONSTRUCTION LOADING MAY INCLUDE AND ARE NOT LIMITED TO

CONDITIONS WHICH OCCUR PRIOR TO ATTAINING DESIGN STRENGTH OR COMPLETION OF THE

INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY BRACING AND/OR SHORING FOR LOADS AND

NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL

METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES

THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE B.

WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

WORK. CONTRACTOR SHALL MAKE NO DEVIATION FROM THE CONTRACT DOCUMENTS WITHOUT

DISCREPANCIES EXIST, NOTIFY THE CONTRACTING OFFICER IN WRITING PRIOR TO COMMENCING

ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO COMMENCING WORK. IF

CONTRACTOR SHALL PROVIDE DETAILS OF CONSTRUCTION SIMILAR TO THOSE SHOWN. VERIFY

AS NEEDED TO FACILITATE CLEAR DETAILING. FOR SPECIFIC CONDITIONS NOT SHOWN, THE

DESIGN DRAWINGS SHOW INTENT OF REQUIRED CONSTRUCTION AND SPECIFIC CONSTRUCTIONA.

LIFTS.

BACKFILL AROUND FOUNDATION WALLS SHALL BE PLACED ON EACH SIDE OF THE WALL IN EQUAL F.

PLACE 10 MIL VAPOR BARRIER UNDER ALL SLABS, UNLESS NOTED OTHERWISE.E.

CONCRETE.

ENGINEER SHALL INSPECT AND APPROVE BEARING MATERIALS PRIOR TO THE PLACEMENT OF

GEOTECHNICAL ENGINEER OBTAINED BY THE CONTRACTOR. THE REGISTERED GEOTECHNICAL

ALL COMPACTED FILL INSTALLATION SHALL BE INSPECTED AND APPROVED BY A REGISTERED D.

SPECIFICATIONS FOR DESCRIPTION AND REQUIREMENTS FOR FILL MATERIALS.

MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557. REFER TO THE EARTHWORK

LIFTS NOT EXCEEDING 8 INCHES AND SHALL BE COMPACTED TO A MINIMUM OF 95% LABORATORY

COMPACTED NON-EXPANSIVE BACKFILL. NON-EXPANSIVE FILL SHALL BE PLACED IN CONTROLLED

OF INTACT LIMESTONE PRIMARY, WHICHEVER OCCURS FIRST, AND SHALL BE REPLACED WITH

FLAT MAT SLAB BUILDING FOOTPRINT, SHALL BE REMOVED TO A DEPTH OF 3.0 FEET, OR TO THE TOP

PER THE GEOTECHNICAL REPORT, EXISTING SOILS WITHIN SLAB-ON-GRADE AREAS, AND WITHIN THE C.

SUBGRADE REACTION FOR THE SOIL FOR SLAB-ON-GRADE DESIGN IS 200 PCI.

IS 2000 PSF, WITH 6.5 FEET OF UNSPPORTED LENGTH AROUND ITS PERIMETER. THE MODULUS OF

THICKENED EDGES AS SHOWN ON THE DRAWINGS. THE NET ALLOWABLE SOIL BEARING CAPACITY

THE FOUNDATION SYSTEM CONSISTS OF A CONTINUOUS 18"-THICK STRUCTURAL MAT SLAB WITH B.

RECOMMENDATIONS FOR REMOVAL OF EXPANSIVE SOILS AND PLACEMENT OF NON-EXPANSIVE FILL.

ARMY CORPS OF ENGINEERS, FORT WORTH DISTRICT. THE CONTRACTOR SHALL COMPLY WITH ALL

GEOTECHNICAL REPORT DATED OCTOBER 2017, PREPARED BY THE GEOTECHNICAL SECTION, US

FOUNDATION DESIGN IS IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE A.

THE PEMB MANUFACTURER SHALL DESIGN PROPER FALL PROTECTION CONNECTION TO ROOF PURLINS.K.

FOR A 2000 LB LIVE LOAD APPLIED ANYWHERE ALONG THE LENGTH OF THE RAFTER.

THE PEMB MANUFACTURER SHALL DESIGN THE PRIMARY RAFTERS ABOVE THE WAREHOUSE FLOORJ.

ELECTRICAL COMPONENTS, SUPPORTED PARTITIONS, ETC.

DESIGN AND PROVIDE STRUCTURAL MEMBERS FOR SUPPORT OF HVAC UNITS, DUCTS, FANS, PIPING,I.

THE LATERAL LOADS.

THE STANDING SEAM ROOFING SHALL NOT BE PERMITTED TO ACT AS A DIAPHRAGM TO TRANSFERH.

DIRECTION AND PORTAL FRAME BRACES IN THE LONG DIRECTION.

LATERAL SUPPORT FOR THE BUILDING SHALL BE PROVIDED BY RIGID FRAMES IN THE SHORT G.

CORRESPONDING DESIGN IS THE RESPONSIBILITY OF THE PEMB MANUFACTURER.

19 OF UFC 4-010-01 "DOD MINIMUM ANTI TERRORISM STANDARDS FOR BUILDINGS." ANY

BUILDING FRAMING AND CONNECTIONS WHICH MEET THE REQUIREMENTS OF STANDARDS 15 AND

THE PEMB MANUFACTURER IS RESPONSIBLE FOR PROVIDING WINDOW FRAMES AND WINDOW-TO-F.

AND CONCENTRATED LOADS.

SYSTEM MEMBERS AND THEIR CONNECTION, INCLUDING BUT NOT LIMITED TO ALL COLLATERAL

SYSTEMS. THE CONTRACTOR SHALL ACCOUNT FOR ALL LOADS IMPOSED ON ALL SUPPORT

CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND COORDINATION OF ALL LOAD SUPPORTE.

REFER TO MECHANICAL SHEETS FOR PIPE AND HVAC ROUTING AND SIZES.

AND APPROXIMATE LOCATIONS OF ALL CONCENTRATED HANGER LOADS GREATER THAN 55 LBS.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING BUILDING MANUFACTURERS THE MAGNITUDE D.

REQUIREMENTS.

REFER TO SECTION 13 34 19 OF THE CONTRACT SPECIFICATION FOR ADDITIONAL METAL BUILDINGC.

DIAMETER AND LAYOUT SHALL BE PROVIDED BY THE METAL BUILDING SUPPLIER.

(UNO). ANCHOR RODS SHALL NOT BE LESS THAN 3/4" NOMINAL SIZE. ANCHOR ROD QUANTITY, MANUFACTURER. AT LEAST FOUR (4) ANCHOR RODS ARE REQUIRED FOR COLUMN BASE PLATES

CONTRACTOR SHALL COORDINATE THE COLUMN ANCHOR ROD LAYOUT WITH THE METAL BUILDINGB.

"f" SHALL NOT BE USED IN DETERMINING THE LATERAL DRIFT.

ELEVATION TO THE TOP OF THE EAVE STRUT. THE 0.42 FACTOR PER IBC TABLE 1604.3 FOOTNOTE

FULL DESIGN WIND LOAD. "h" REPRESENTS THE FRAME HEIGHT FROM THE FINISHED FLOOR

MAXIMUM LATERAL DRIFT OF THE STEEL FRAMES AT THE EAVE SHALL NOT EXCEED h/240 FOR THEA.

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S-002

PRE-CAST CONCRETE PANEL SYSTEMS:

SYMBOL LEGENDS:

GOVERNMENT FOR APPROVAL.

SHALL BE AT NO ADDITIONAL COST TO THE GOVERNMENT, AND SHALL BE SUBMITTED TO THE

IS ADEQUATE FOR THE BUILDING SUPPLIED. ANY REVISIONS TO THE FOUNDATION

SERVICES OF A LICENSED PROFESSIONAL ENGINEER TO VERIFY THE FOUNDATION SHOWN

TO VERIFY THE FOUNDATION DESIGN IS ADEQUATE. THE CONTRACTOR SHALL OBTAIN THE

REACTIONS. FINAL PEMB COLUMN REACTIONS FROM THE PEMB SUPPLIER ARE REQUIRED

THE FOUNDATION SYSTEM HAS BEEN DESIGNED BASED ON ASSUMED PEMB COLUMN 13)

BE LAPPED USING THE TENSION LAPPED SPLICE LENGTHS PER ACI 318-14.

WHERE NOT SPECIFICALLY DETAILED ON THE DRAWINGS, ALL REINFORCING BARS SHALL

REFERENCE SPLICE AND EMBEDMENT SCHEDULE PER THE TYPICAL CONCRETE DETAILS.

ALL REINFORCING BARS SHALL BE LAPPED AS SPECIFICALLY DETAILED ON THE DRAWINGS.12)

ALL SLABS SHALL BE FLAT AND LEVEL PER SPECIFICATIONS U.N.O..11)

REINFORCED CONCRETE :

ABBREVIATIONS:

ELECTRICAL DRAWINGS AND OTHER TRADES.

ITEMS EMBEDDED IN CONCRETE WITH ARCHITECTURAL DRAWINGS, MECHANICAL DRAWINGS,

CONTRACTOR SHALL COORDINATE LOCATIONS OF INSERTS, WELDED PLATES, AND OTHER 10)

SLEEVES, CURBS, ETC., AS REQUIRED WITH OTHER TRADES PRIOR TO PLACING CONCRETE.

CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE9)

AND ELECTRICAL DRAWINGS.

CURBS, CONCRETE PADS, AND SLAB DEPRESSIONS WITH ARCHITECTURAL, MECHANICAL,

CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL FLOOR DRAINS, FLOOR FINISHES, 8)

WITH THE SAME STEEL AS IN SIMILAR SECTIONS AND AREAS.

CALLED OUT AS UNREINFORCED. REINFORCE ALL CONCRETE NOT OTHERWISE SHOWN

ALL CONCRETE IS REINFORCED W/ DEFORMED STEEL BARS (REBAR) UNLESS SPECIFICALLY 7)

SLURRY PRIOR TO PLACING NEW CONCRETE.

AMPLITUDE AT EXISTING CONCRETE SURFACE AND APPLY SURFACE WITH 50/50 SAND CEMENT

CONSTRUCTION JOINT BETWEEN CONCRETE SURFACES. PROVIDE 1/4" MINIMUM

WHERE INDICATED ON THE DRAWINGS, PROVIDE AN INTENTIONALLY ROUGHENED 6)

DRAWINGS.

SHALL BE USED PER THE TYPICAL CONCRETE REINFORCEMENT DETAILS ON THE CONTRACT

BE PLACED CONTINUOUS AT CORNERS AND INTERSECTIONS. MATCHING CORNER BARS

LONGITUDINAL REINFORCING IN THE FOUNDATION WALLS AND STRIP FOOTINGS SHALL 5)

PER SPECIFICATIONSLAB-ON-GRADE

PER SPECIFICATIONFOOTINGS

PER SPECIFICATIONFOUNDATION WALLS AND RETAINING WALLS

PROVIDE THE FOLLOWING CONCRETE FINISHES UNO:4)

2" UNOFOUNDATION WALLS AND RETAINING WALLS

3" COVER ON BOTTOM AND SIDESFOOTINGS

2" COVER ON TIESCOLUMN PEDESTALS

3" TO BOTTOMSLAB-ON-GRADE

FURNISH THE FOLLOWING SPECIFIED CONCRETE COVER ON REINFORCING BARS UNO:3)

PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS.

SALTS ARE PERMITTED IN CONCRETE. NO ALUMINUM EMBEDMENTS ARE PERMITTED.

EMBEDDED ITEMS AND ACCESSORIES. NO CALCIUM CHLORIDE OR OTHER DELETERIOUS

REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL2)

THE LATEST ACI AND CRSI STANDARDS.

ALL CONCRETE OPERATIONS AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH 1)

NOTES:C.

ASTM A615, GR. 60 KSITIES

ASTM A615, GR. 60 KSIBARS (NOT WELDED)

REINFORCING STEEL:2)

FOOTINGS, WALLS, AND PEDESTALS...............................4000 PSI

ALL OTHER SLABS...............................................................4000 PSI U.N.O.

STRUCTURAL MAT SLAB....................................................4000 PSI

CONCRETE COMPRESSIVE STRENGTH (f'c) AT 28 DAYS:1)

MATERIAL STRENGTHS:B.

DESIGN CODES: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-14)A.

SECTION 1705.6SOILS2)

SECTION 1705.3CONCRETE CONSTRUCTION1)

INTERNATIONAL BUILDING CODE FOR THE FOLLOWING AREAS:

PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17, SECTION 1704 OF THE 2015A.

28-DAY COMPRESSIVE STRENGTH OF THE CONCRETE FOR THE PANELS SHALL BE 5000 PSI MIN.I.

ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THICKNESS OF INSULATION.

CONCRETE PANELS SHALL BE INSULATED (SANDWICH) CONSTRUCTION. REFER TO G.

SEE ARCHITECTURAL DRAWINGS FOR REQUIRED FINISHES.F.

POSITIONED BEFORE CASTING PANELS.

EMBEDDED ITEMS NOT SHOWN ON STRUCTURAL DRAWINGS, WHICH ARE TO BE PROPERLY

SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR REVEALS, REGLETS, OPENINGS AND ALL E.

CONNECTED TO THE BUILDING FRAME.

SHORING SHALL REMAIN IN PLACE UNTIL LATERAL BRACING AND WALL PANELS ARE PROPERLY

REQUIREMENTS FOR LIFTING OF PANELS IN PLACE AND TEMPORARY SHORING; TEMPORARY

ANTICIPATED GRAVITY AND WIND LOADS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN

PRECAST PANEL FABRICATOR SHALL BE RESPONSIBLE FOR PANEL DESIGN ON THE BASIS OF D.

NOTED.

ALL PANELS SHALL BE CAST WITH OUTSIDE FACE OF WALL PANEL DOWN, UNLESS OTHERWISE C.

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

CASTING BED FOR PANELS SHALL BE COATED WITH AN APPROVED BOND BREAKING COMPOUND IN B.

"PRECAST ARCHITECTURAL CONCRETE".

PANELS SHALL BE SHOP FABRICATED IN ACCORDANCE WITH SPECIFICATION SECTION 03 45 00, A.

STATEMENT OF SPECIAL INSPECTIONS:

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HOT-ROLLED STEEL ANGLE:B.

SLOPE DIRECTION FOR SOG:A.

7. MULTIPLY LENGTHS SHOWN BY 0.87 FOR 4000 psi CONCRETE.

BELOW THE REINFORCMENT.

6. TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF CONCRETE IS CAST

COVER LESS THAN THE BAR DIAMETER AND CLEAR BAR SPACING LESS THAN TWO TIMES THE BAR DIAMTER.

AND CLEAR BAR SPACING LESS THAN THE BAR DIAMETER; AND FOR OTHER ELEMENTS WITH CONCRETE

5. CASE 2 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER LESS THAN THE BAR DIAMETER, CONCRETE COVER EQUAL TO OR GREATER THAN THE BAR DIAMETER.

NOT LESS THAN THE CODE MINIMUM THRU OUT THE LENGTH IN THE TABLE; AND FOR OTHER ELEMENTS WITH

CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN TWO TIMES BAR DIAMETER AND

DIAMETER, AND CLEAR BAR SPACING EQUAL OR GREATER THAN THE BAR DIAMETER WITH STIRRUPS OR TIES

4. CASE 1 LENGTHS APPLY TO BEAMS AND COLUMNS WITH CONCRETE COVER EQUAL TO OR GREATER THAN THE BAR

BARS OR AS NOTED ON DRAWINGS.

3. CLASS B LAP LENGTHS APPLY WHEN ALL BARS ARE SPLICED AT A LOCATION OF MAXIMUM STRESS IN THE

LEAST TWICE THAT REQUIRED.

LOCATIONS OR WHEN BARS ARE LAPPED AT A LOCATION WHERE THE REINFORCEMENT AREA PROVIDED IS AT

2. CLASS A LAP LENGTHS APPLY WHEN BAR LAPS ARE STAGGERED TO LAP NO MORE THAN HALF THE BARS AT THE SAME

ON ACI 318-11, SECTION 12.2.2.

1. TABLE A PRESENTS TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS BASED

TABLE A - REINFORCEMENT TENSION LAPS AND EMBEDMENT

fy=60,000 psi, f'c=3,000 psi (SEE NOTES)

CASE 2CASE 1CASE 2 CASE 1 CASE 2CASE 1CASE 2

TOP BAR

EMBEDMENT AND CLASS A LAP (in.) CLASS B LAP (in.)

OTHER BARS

CASE 1

OTHER BARSTOP BAR

SIZE

BAR

(in.)

DIAMETER

BAR

1.000

1.128

0.875

0.625

0.750

1.270

1.410

0.375

0.500

NON-PRESTRESSED CONCRETE FOR BUILDINGS

TABLE B - CONCRETE COVER (in) FOR CAST-IN-PLACE

2"

3"

BOTTOMTOP

3"

3"

2"

SLAB

REMARKS

OTHER

BEAMS

BOTTOM

SINGLE LAYERDESCRIPTION

TOP

TWO LAYERS

COLUMNS AND PLINTHS

SIDEDESCRIPTION

CENTERED

ON GRADE

IN RIBBED MATS

FORMED GRADE BEAMS

OF RIBBED MATS

ON METAL DECK

"2

"4

"2

"2

3" IF CAST ON EARTH

WEATHER

" WHEN EXPOSED TO2

11" FROM TOP2

T = SLAB THICKNESS

")2 1" T/4 22

1T/4 (1

WEATHER

WHEN EXPOSED TO

2" FOR #6 AND LARGER

SHALL COMPLY WITH LISTED VALUES. COVER SHALL COMPLY WITH REQUIREMENTS OF ACI 318-14 FOR ELEMENTS NOT DESCRIBED.

NOTE: UNLESS NOTED OTHERWISE ON DRAWINGS, CONCRETE COVER OVER PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS

WORK POINTWP

UNLESS NOTED OTHERWISEUNO

TYPICALTYP

TOP AND BOTTOMT&B

TOP OFT.O.

STANDING SEAM METAL ROOFSSMR

SLAB-ON-GRADESOG

SIMILARSIM

SAWED CONTRACTION JOINTSCJ

REQUIREDREQ('D)

REINFORCINGREINF

REFERENCEREF

REGARDINGRE

PLATEPL

PRE-ENGINEERED METAL BUILDINGPEMB

POUNDS PER SQUARE INCH PER INCHPCI

POWDER ACCUATED FASTENERSPAF

OVERHEADO/H

ON CENTEROC

NOT TO SCALEN.T.S.

NEAR SIDENS

MINIMUMMIN

MANUFACTURER('S)MFG('S)

MAXIMUMMAX

STRAIGHT EMBEDMENT LENGTHLTS

LONG LEG VERTICALLLV

LONG LEG HORIZONTALLLH

INTERIORINT

HORIZONTALHORIZ

GAUGEGA

FOOTINGFTG

FAR SIDEFS

FINISH FLOORFF

EXTERIOREXT

EXPANSIONEXP

EQUALEQ

ENGINEER OF RECORDEOR

ELEVATIONELEV

EACH WAYEW

EACH FACEEF

EACHEA

DOWELSDWLS

DIAMETERDIA

CONTINUOUSCONT

CLEARCLR

CENTER LINECL

CONSTRUCTION JOINTCJ

COLD FORMED METAL FRAMINGCFMF

COMPONENTS AND CLADDINGC&C

BOTTOM OFB.O.

BOTTOMBOT

ADDITIONALADD'L

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A U

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US Army Corps of Engineers

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KEY PLAN

A B C

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

O T D

A T

E

P L

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F O

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O O

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H A

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S E A

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R Y D

IV

IS

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U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T

A Y

L O

R S

T

F O

R T W

O R

T H T

X

S U

P P

L Y S

U P

P O

R T A

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IV

IT

Y W

A R

E H

O U

S E

S o li c it a ti o n N o

C o n tr a c t

N o

Is s u e D a te

L P

R E

N D

E R

G A

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L P

R E

N D

E R

G A

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E N

G

IN

E E

R

IN

G B

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N C

H

C O

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N D

IV

IS

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IN

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IN

G

NUMBER

SHEET

W

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-B -0

M

V A

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A U

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A

B

C

D

E

1 2 3 4 5 6 7 8 9 10 11 1716151412 13

0 1648 3216

" = 1'-0"16

1SCALE:

NORTH

PLAN

N

S-110

SCALE: 1/16" = 1'-0"

S-110 S-112

S-110 S-111

S-110 S-310

B

B

STEP

FOOTING

S-110 S-310

B

B

S L

O P

E

:1

S-110

S-110 S-113

A B C

S C J

S C J

O V

E R

A L L F

O U

N D

A T

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N P

L A

N

S-110 S-310

B

B

S L

O P

E

OVERALL FOUNDATION PLAN

46'-4"

381'-8"

W A

L

C

C L

W A

W A

W A

PAVING AT TRUCK DOCK.

REFER TO CIVIL DRAWINGS FOR

PAVING AT TRUCK DOCK.

REFER TO CIVIL DRAWINGS FOR

P E

R C

IV

IL

D

R A

W

IN

G S

P E

R C

IV

IL

D

R A

W

IN

G S

STEP

FOOTING

STEP

FOOTING 6

SPECIFIED OVERALL MINIMUM LOCAL

FF FL

35 25

FF

23 17

FL CLASSIFICATION

ACI 302.1R FLOOR

5 (FLAT)

SSA WAREHOUSE FLOOR FLATNESS (FF) AND FLOOR LEVELNESS (FL) CRITERIA

FINAL FINISHING

CONCRETE SURFACE

HARD STEEL TROWEL

REFER TO ARCHITECTURAL DRAWINGS FOR SPECIALTY FLOOR FINISHES.3.

REFER TO DIVISION 03 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.2.

(LATEST EDITION).

REFER TO ACI 302.1R, GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION 1.

NOTES:

22'-2"

S C J

/1

/2

:0

:2

P

M

158'-3 1/2 "96'-4"79'-6"

1'-2 1/2 "

42'-0" 2'-6"

77'-11" 94'-3 1/2 " 71'-11"

S C J

S C J

S C J

S C J

S C J

S C J

S C J

S C J

S C J

STEP

FOOTING

STEP

FOOTING

STEP

FOOTING FOOTING

STEP

D R

A

IN

L

O C

A T

IO

N F

O R T

R E

N

H

E C

IV

IL

D

W G

S

D R

A

IN

L

O C

A T

IO

N F

O R T

R E

N C

H S

E E C

IV

IL

D

W G

S

FOOTING DETAIL.

REFER 5/S-512 FOR TYPICAL STEPPED

SHEET S-310.

FOOTING(S) w/ DETAIL B AND E ON

FOR LOCATIONS. COORDINATE STEP

FOUNDATION WALLS; SEE CIVIL DWG'S

WHERE DRAINAGE PIPES PENETRATE

PROVIDE STEP FOOTING AS REQUIRED

TRUCK DOCK RETAINING WALLS.

ON THE CIVIL DRAWINGS, TYPICAL AT

WITH FINAL EXTERIOR GRADES SHOWN

NOTE - COORDINATE FOOTING STEP(S)

D R

A

IN

L

O C

A T

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N F

O R T

R E

N C

H S

E E C

IV

IL

D

W G

A P

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$FILEL$

A

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1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

KEY PLAN

A B C

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

O T D

A T

E

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

T

H A

IR

D

E F

E N

S E A

R T

IL

L E

R Y D

IV

IS

IO

N

P N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T

A Y

L O

R S

T

F O

R T W

O R

T H T

X

S U

P P

L Y S

U P

P O

R T A

C T

IV

IT

Y W

A R

E H

O U

S E

S o li c it a ti o n N o

C o n tr a c t

N o

Is s u e D a te

L P

R E

N D

E R

G A

S T P .E

L P

R E

N D

E R

G A

S T P .E

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

NUMBER

SHEET

W

G -1

-B -0

M

V A

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C H

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A V

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NORTH

PLAN

N

S-111

A B C

A

R T

IA

L F

O U

N D

A T

IO

N P

L A

N

S-111 S-510

S-112 S-510

S-111 S-310

A

A

S-111 S-311

A

S-111 S-311

D

D

S-111 S-311

B

C

C

S-310S-111

S C J

A

B CA

LEVELERS

TYP @ DOCK

LEVELERS

TYP @ DOCK

UNO

TYP @ COLUMNS

OF BLDG

TYP @ CORNERS

A B C

S-111S-110

SCALE: 1/8" = 1'-0"

B

0 824 168

" = 1'-0"8

1SCALE:

A

F O

R M

A T

C H L

IN

E R

E S -1

TOP AND BOTTOM

WITH #7 @ 8" O.C.E.W.

SLAB REINFORCED

18" THICK CONCRETE

SHEET NOTES

KEY NOTES

A

FOR SECTION.

CONCRETE STOOP - REFER TO C/S-311

7'-8" 7'-8"

7'-8"

22'-11"

/2

/2

2'-6 1/2 "

PARTIAL FOUNDATION PLAN

19'-2 1/2 "

27'-2"27'-2"27'-2"27'-2"19'-0"

BRACED BAY

BRACED BAY

OPENING; SEE ARCH. DWG'S.

SUPPLIER. ALIGN RECESS WITH O/H DOOR

EXACT SIZE AND DEPTH WITH DOCK LEVELER

RECESS FOR DOCK LEVELER. COORDINATE

7'-8"

5'-9 1/2 "

2 2 2

2 2

S-111 S-311

E

E

DIMENSIONS, LOCATION, AND REQUIRED SLOPE.

REFER TO CIVIL DRAWINGS FOR TRENCH DRAIN

DOCK COLUMNS

TYP. @ TRUCK

67'-8 1/2 "

S C J

S C J

S C J

S C J w/ CIVIL DRAWINGS.

SLOPE IN CONCRETE PAVEMENT - COORDINATE

REFER TO D/S-310 AND E/S-310 FOR SECTIONS.

SLOPE CONCRETE SLAB TO TRENCH DRAIN.

S-310S-111

E

E

C

S-311S-111

C 1

/1

/2

:3

:0

P

M

PLACEMENT.

LANE LENGTH BY 50FT MAX. LANE WIDTH PER EACH

CONCRETE FOUNDATION SHALL BE PLACED AT 80FT MAX. 7.

CENTERED BETWEEN GRIDLINES AND NOT AT THE GRIDLINES.

CONTRACTOR SHALL PLACE CONSTRUCTION JOINTS 6.

SLAB-ON-GRADE TO FLOOR DRAINS.

REFER TO PLUMBING DRAWINGS FOR FLOOR DRAINS. SLOPE 5.

DETAILS FOR FULL HEIGHT WIRE MESH PARTITION WALLS.

REFER TO S-321 FOR TYPICAL TOP OF WALL SUPPORT 4.

DETAILS FOR FULL HEIGHT LIGHT GAGE METAL STUD WALLS.

REFER TO S-321 FOR TYPICAL TOP OF WALL SUPPORT 3.

FOR SLAB-ON-GRADE.

WATER BARRIER AND OTHER SUBGRADE REQUIREMENTS

REFER TO S-510 FOR VAPOR BARRIER, CAPILLARY 2.

CONTRACTION JOINT, SEE S-510 FOR DETAILS.

"CJ" AND "SCJ" DENOTES CONSTRUCTION OR SAWED 1.

A P

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$FILEL$

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1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

KEY PLAN

A B C

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

O T D

A T

E

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

T

H A

IR

D

E F

E N

S E A

R T

IL

L E

R Y D

IV

IS

IO

N

P N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T

A Y

L O

R S

T

F O

R T W

O R

T H T

X

S U

P P

L Y S

U P

P O

R T A

C T

IV

IT

Y W

A R

E H

O U

S E

S o li c it a ti o n N o

C o n tr a c t

N o

Is s u e D a te

L P

R E

N D

E R

G A

S T P .E

L P

R E

N D

E R

G A

S T P .E

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

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IV

IS

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N

E N

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IN

E E

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IN

G

NUMBER

SHEET

W

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-B -0

M

V A

V R

A P .E

C H

IE

F S

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A V

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S-112

A

R T

IA

L F

O U

N D

A T

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N P

L A

N

0 824 168

" = 1'-0"8

1SCALE:

N

A

A

D

NORTH

PLAN

S-112S-110

S-112 S-311

A

B

C

D

E

B

B

F O

R M

A T

C H L

IN

E

R E :S -1

A B C

F O

R M

A T

C H L

IN

E

R E :S -1

0 824 168

" = 1'-0"8

1SCALE:

N

A

A

A

COLUMNS UNO

TYP @ ALL

A

A

NORTH

PLAN

S-112S-110 SCALE: 1/8" = 1'-0"

S-112 S-311

S-112 S-510

S-112 S-310

UNO

TYP @ COLUMNS

A

B

C

D

E

B

B

F O

R M

A T

C H L

IN

E

R E :S -1

A B C

F O

R M

A T

C H L

IN

E

R E :S -1

TOP AND BOTTOM

WITH #7 @ 8" O.C.E.W.

SLAB REINFORCED

18" THICK CONCRETE

PARTIAL FOUNDATION PLAN

SHEET NOTES

KEY NOTES

7'-8"

7'-8" 14'-6 1/2 " 7'-8"

/2

/2

23'-10"

BRACED BAY

9'-4 1/2 " 6'-9"

OPENING; SEE ARCH. DWG'S.

SUPPLIER. ALIGN RECESS WITH O/H DOOR

EXACT SIZE AND DEPTH WITH DOCK LEVELER

RECESS FOR DOCK LEVELER. COORDINATE

4'-9 1/2 "

7'-8"

FOR SECTION.

CONCRETE STOOP - REFER TO C/S-311

2 2

2 22

S C J

B

S-112 S-311

B 4

S-112 S-311

E

E

UNO

LEVELERS,

TYP @ DOCK

DIMENSIONS, LOCATION, AND REQUIRED SLOPE.

REFER TO CIVIL DRAWINGS FOR TRENCH DRAIN

D

S-112 S-311S-112 S-311

S C J

5"22'-2"39'-4 1/2 "

BRACED BAY

23'-0"23'-0"23'-0"23'-0"23'-0"23'-0" w/ CIVIL DRAWINGS.

SLOPE IN CONCRETE PAVEMENT - COORDINATE

S

C J

S C J

S C J

REFER TO D/S-310 AND E/S-310 FOR SECTIONS.

SLOPE CONCRETE SLAB TO TRENCH DRAIN.

E

S-112 S-310

E

C

S-112 S-311S-112 S-311

C

C

C

S-112 S-311

/1

/2

:4

:1

P

M

PLACEMENT.

LANE LENGTH BY 50FT MAX. LANE WIDTH PER EACH

CONCRETE FOUNDATION SHALL BE PLACED AT 80FT MAX.7.

GRIDLINES.

CENTERED BETWEEN GRIDLINES AND NOT AT THE

CONTRACTOR SHALL PLACE CONSTRCUTION JOINTS6.

SLOPE SLAB-ON-GRADE TO FLOOR DRAINS.

REFER TO PLUMBING DRAWINGS FOR FLOOR DRAINS. 5.

DETAILS FOR FULL HEIGHT WIRE MESH PARTITION WALLS.

REFER TO S-321 FOR TYPICAL TOP OF WALL SUPPORT 4

WALLS.

DETAILS FOR FULL HEIGHT LIGHT GAGE METAL STUD

REFER TO S-321 FOR TYPICAL TOP OF WALL SUPPORT 3.

SLAB-ON-GRADE.

BARRIER AND OTHER SUBGRADE REQUIREMENTS FOR

REFER TO S-510 FOR VAPOR BARRIER, CAPILLARY WATER 2.

CJ" AND "SCJ" DENOTES CONSTRUCTION OR SAWED 1.

A P

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$FILEL$

A

B

C

D

E

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1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

KEY PLAN

A B C

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

O T D

A T

E

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

T

H A

IR

D

E F

E N

S E A

R T

IL

L E

R Y D

IV

IS

IO

N

P N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T

A Y

L O

R S

T

F O

R T W

O R

T H T

X

S U

P P

L Y S

U P

P O

R T A

C T

IV

IT

Y W

A R

E H

O U

S E

S o li c it a ti o n N o

C o n tr a c t

N o

Is s u e D a te

L P

R E

N D

E R

G A

S T P .E

L P

R E

N D

E R

G A

S T P .E

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

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N D

IV

IS

IO

N

E N

G

IN

E E

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IN

G

NUMBER

SHEET

W

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-B -0

M

V A

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A P .E

C H

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F S

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E C

T

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N M

A T

T H

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A V

R A P .E

A U

G U

S T

S-113

R T

IA

L F

O U

N D

A T

IO

N P

L A

N

0 824 168

" = 1'-0"8

1SCALE:

N

B

B

D

D

COLUMNS UNO

TYP @ ALL

A

A

A

A

NORTH

PLAN

S-112S-110

S-113 S-311

S-113 S-510

S-113 S-510

S-113 S-311

S-113 S-310

F O

R M

A T

C H L

IN

E

R E :S -1

A

B

C

D

E

A B C

S-113 S-311

B

B

TOP AND BOTTOM

WITH #7 @ 8" O.C.E.W.

SLAB REINFORCED

18" THICK CONCRETE

LEVELER UNO

TYP @ DOCK

UNO

TYP @ COLUMNS

SHEET NOTES

PARTIAL FOUNDATION PLAN

SCALE: 1/8" = 1'-0"

OF BLDG

TYP @ CORNERS

KEY NOTES

FOR SECTION.

CONCRETE STOOP - REFER TO C/S-311

7'-8"7'-8"

/2

/2

2'-6"

14'-1"

PERIMETER , UNO

TYP. @ BLDG.

24'-0"23'-0"23'-0"23'-0"23'-0"

BRACED BAY

BRACED BAY

7'-8" 17'-2"

7'-1"

OPENING; SEE ARCH. DWG'S.

SUPPLIER. ALIGN RECESS WITH O/H DOOR

EXACT SIZE AND DEPTH WITH DOCK LEVELER

RECESS FOR DOCK LEVELER. COORDINATE

22 2

S C J

S-113 S-311

E

E

SIM

DIMENSIONS, LOCATION, AND REQUIRED SLOPE.

REFER TO CIVIL DRAWINGS FOR TRENCH DRAIN

S C J

S C J

42'-0" w/ CIVIL DRAWINGS.

SLOPE IN CONCRETE PAVEMENT - COORDINATE

REFER TO D/S-310 AND E/S-310 FOR SECTIONS.

SLOPE CONCRETE SLAB TO TRENCH DRAIN.

S-310S-113

E

E

D

S-113 S-310

D

C

C

S-113 S-311

/1

/2

:5

:0

P

M

PLACEMENT.

LANE LENGTH BY 50FT MAX. LANE WIDTH PER EACH

CONCRETE FOUNDATION SHALL BE PLACED AT 80 FT MAX.7.

GRIDLINES.

CENTERED BETWEEN GRIDLINES AN DNOT AT THE

CONTRACTOR SHALL PLACE CONSTRUCTION JOINTS 6.

SLAB-ON-GRADE TO FLOOR DRAINS.

REFER TO PLUMBING DRAWINGS FOR FLOOR DRAINS. SLOPE 5.

DETAILS FOR FULL HEIGHT WIRE MESH PARTITION WALLS.

REFER TO S-321 FOR TYPICAL TOP OF WALL SUPPORT 4.

DETAILS FOR FULL HEIGHT LIGHT GAGE METAL STUD WALLS.

REFER TO S-321 FOR TYPICAL TOP OF WALL SUPPORT 3.

FOR SLAB-ON-GRADE.

WATER BARRIER AND OTHER SUBGRADE REQUIREMENTS

REFER TO S-510 FOR VAPOR BARRIER, CAPILLARY 2.

"CJ" AND "SCJ" DENOTES CONSTRUCTION OR SAWED 1.

:1

F O

U N

D A

T

IO

N S

E C

T

IO

N

S-310

/6 /2

:2

:3

P

M

US Army Corps of Engineers

A P

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$FILEL$

A

B

C

D

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F

1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

O T D

A T

E

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

T

H A

IR

D

E F

E N

S E A

R T

IL

L E

R Y D

IV

IS

IO

N

P N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T

A Y

L O

R S

T

F O

R T W

O R

T H T

X

S U

P P

L Y S

U P

P O

R T A

C T

IV

IT

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A R

E H

O U

S E

S o li c it a ti o n N o

C o n tr a c t

N o

Is s u e D a te

L P

R E

N D

E R

G A

S T P .E

L P

R E

N D

E R

G A

S T P .E

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

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N D

IV

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N

E N

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IN

E E

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IN

G

NUMBER

SHEET

W

G -1

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M

V A

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A P .E

C H

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F S

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A V

R A P .E

A U

G U

S T

GRID

GRID

EACH FACE

#5 HORIZ @ 18" O.C.

#5 BARS @ 18" O.C.

CLR

FREE DRAINING SELECT FILL

1'-6" MINIMUM GRANULAR,

AND PAVEMENT

FOR FINAL EXTERIOR GRADE

REFER TO CIVIL DRAWINGS

C L

R

" CHAMFER (TYP)4

3PROVIDE

(6

M

IN

(M

IN

T.&B.

#5 @ 12" O.C.

#5's @ 12" O.C. B.W.

SPACED T.&B.

EVENLY

(5) - #5 CONT.

S-310

A

SCALE: 3/4" = 1'-0"

SECTION

S-310

D

SCALE: 3/4" = 1'-0"

SECTION

S-310S-110

B

SCALE: 3/4" = 1'-0"

SECTION

S-310S-111

C

SCALE: 3/4" = 1'-0"

SECTION

ADHERED TO WALL PRIOR TO BACKFILLING.

SOIL LOSS. FILTER FABRIC SHALL BE

WITH FILTER FABRIC AS SHOWN TO PREVENT

FREE EDGE OF WALL. COVER WEEP HOLE

@ 12'-0" O.C. MAX., SLOPED DOWN AT 1:20 TO

" MINIMUM INSIDE DIAMETER WEEP HOLES 2

FRAME BY PEMB SUPPLIER

SLAB REINF. PER PLAN

FRAME BY PEMB SUPPLIER

PANEL LEDGE DIMS, TYP.

REFER TO A/S-311 FOR

PANEL LEDGE DIMS, TYP.

REFER TO A/S-311 FOR

ELEV = VARIES

T.O. SLAB

2x4 FORMED KEYWAY

FILLER & SEALANT

1/2" BITUMINOUS JOINT

PAVEMENT DESIGN

SEE CIVIL DWG'S FOR

WALL DETAIL.

FOR RETAINING

REFER TO B/S-310

FILLER & SEALANT

1/2" BITUMINOUS JOINT

SLOPE

KEYED NOTES

TYPICAL.

MINIMUM REQUIREMENTS,

LAYOUT. SEE 4/S-321 FOR

ROD QUANTITY, DIA. AND

DRAWINGS FOR ANCHOR

REFER TO PEMB SUPPLIER

REQUIREMENTS, TYPICAL.

SEE 4/S-321 FOR MINIMUM

QUANTITY, DIA. AND LAYOUT.

DRAWINGS FOR ANCHOR ROD

REFER TO PEMB SUPPLIER

2" NON SHRINK GROUT

1'-4"

10"

10"

V A

R

IE

S

2"

8"

2'-0"2'-0"

4'-8"

4'-6"

3" CLEAR

C

IV

IL

S E

E

C

IV

IL

S

= 0'-0"

T.O. SLAB

#5 BARS @ 8" O.C.

3'-0"

STD. HOOK, TYP. U.N.O.

2" CLR

S-113 S-112 S-111

S-113 S-112 S-111

REINF. PER PLAN

ENCLOSING ANCHOR RODS

#3 TIES @ 4" O.C. (MAX.)

2" NON-SHRINK GROUT

= 0'-0"

T.O. SLAB

DETAILS ON S-510

#5 HAIRPIN; SEE TYP.

C L

R

C L

R

T Y

P

T Y

P

#5

#3 STIRRUPS @ 24" O.C.

SPACED AT BOTTOM

(3) CONT. #5 BARS EVENLY

AND PAVEMENT

FOR EXT. GRADE

SEE CIVIL DWGS.

ENCLOSING ANCHOR RODS

#3 TIES @ 4" O.C. (MAX.)

DETAILS ON S-510

#5 HAIRPIN; SEE TYP.

M

IN

BARRIER, TYPICAL

6" CAPILLARY WATER

TYPICAL

10 MIL VAPOR BARRIER,

EQ.

S-310

E SECTION

B.O. TRENCH DRAIN

FILLER & SEALANT

1/2" BITUMINOUS JOINT

SLOPE

4'-6"

S-113 S-112 S-111

WALL PER 2/S-512

FORMED OPENING IN

COVER PER CIVIL

TRENCH DRAIN AND GRATE

PER CIVIL

T.O. TRENCH DRAIN

PER CIVIL

SCALE: N.T.S.

M

IN

PER CIVIL

PIPE AND BEDDING

PER B/S-310.

RETAINING WALL

DRAWINGS.

LOCATION W/ CIVIL

5/S-512; COORDINATE

STEPPED FTG. PER

CIVIL DWGS.

PROVIDE REINF. PER

WITH WALL AT TOP AND BOTTOM AS SHOWN.

D 6707). FILTER FABRIC SHALL BE IN CONTACT

LENGTH OF WALL) WITH FILTER FABRIC (ASTM

WRAP 1'-6"x3'-0" AREA (CONTINUOUS ALONG

EXTERIOR GRADE NON SHRINK GROUT.

GUARDRAIL POST INTO SLEEVE WITH

LAYOUT & OVERALL DIMENSIONS. GROUT

- REFER TO ARCH DWGS FOR GUARDRAIL

" DIA. SCHED. 80 PIPE GUARDRAIL ASSEMBLY 2

SIDES OF SLEEVE AS SHOWN.

x8" LONG HEADED WELDING STUD BOTH

" DIA. 2

1" CAP PLATES AT BOTTOM. PROVIDE

3LONG AT SPACING PER ARCH. AND WITH

3" DIA. GALVANIZED PIPE SLEEVES x8"

COVER PER CIVIL

TRENCH DRAIN AND GRATE

CIVIL DWGS.

PROVIDE REINF. PER

T.O. TRENCH DRAIN

PER CIVIL

B.O. TRENCH DRAIN

PER CIVIL

PER CIVIL

CONC. PAVEMENT

DRAWINGS FOR PIPE LOCATION(S), TYPICAL.

E/S-310 AND DETAIL 5/S-512. SEE CIVIL

STEP FOOTING BELOW PIPE PER SECTION

IS REQUIRED THROUGH RETAINING WALL,

NOTE: WHERE DRAINAGE PIPE PENETRATION

PER CIVIL DWGS.

CONC. PAVEMENT

8'-0"

2'-0"

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S-311 SCALE: 3/4" = 1'-0"

SECTIONA

GRID

#5 BARS @ 8" O.C.

3'-0"

SLAB REINF.

SEE PLAN FOR

10"

S-311

C

S-311

D

SCALE: 3/4" = 1'-0"

SCALE: 3/4" = 1'-0"

S-311

B

SCALE: 3/4" = 1'-0"

CONCRETE STOOP

(1)-#5 ADDTIONAL

GRID

(1)-#5 ADDTIONAL

CONCRETE STOOP

GRID

CONC. PAVEMENT, RE CIVIL

SECTION

SECTION

SECTION

8" 8"

8"

GREASE ONE END

DOWELS @ 12" O.C.;

5/8" DIA. x16" SMOOTH

SEE PLAN

M

IN

DOWELS @ 12" O.C. MAX .

1" DIA. x 16" SMOOTH

M

IN

8"

SEE PLAN

8"

2'-0"

#5 BARS @ 12" O.C.

@ 12" O.C.

#5 BARS

2'-0"

GRADE

DWG'S FOR EXT.

REFER TO CIVIL

GRADE

DWG'S FOR EXT.

REFER TO CIVIL

FILLER & SEALANT

1/2" BITUMINOUS JOINT

FILLER & SEALANT

1/2" BITUMINOUS JOINT

#5 BARS @ 12" O.C. E.W.

#5 BARS @ 12" O.C. E.W.

COORDINATE WITH CIVIL DRAWINGSSLOPE 2%

SLOPE 2%

S-311

E

SCALE: 3/4" = 1'-0"

SECTION

WALL BEYOND

SEE ARCH. DWG'S FOR

WALL BEYOND

SEE ARCH. DWG'S FOR

= 0'-0"

T.O. SLAB

= 0'-0"

T.O. SLAB

THREE SIDES OF DOCK LEVELER RECESS

HEADED STUDS @ 1'-0" O.C. - TYPICAL

" DIA. x 4" LONG 8

3 WITH 4

1 x 2 1 x 22

1 2

KEYED NOTES

" C

L R

" C

L R

6"

SEE CIVIL DRAWINGS

CONC. PAVEMENT -

TYP. PANEL LEDGE (U.N.O.)

BOTH SIDES OF TRENCH DRAIN

HEADED STUDS @ 1'-0" O.C. - TYPICAL

" DIA. x 4" LONG 8

3 WITH 4

1 1-1/2 x 1-1/2 x

S-113 S-112 S-111

S-113 S-112 S-111

S-113 S-112 S-111

S-113 S-112 S-111

S-113 S-112 S-111

#5 BARS @ 18" O.C.

SLAB REINF.

SEE PLAN FOR

EACH FACE

#5 HORIZ @ 18" O.C.

SLAB REINF.

SEE PLAN FOR

SLAB REINF.

SEE PLAN FOR

SEALANT

JOINT FILLER &

1/2" BITUMINOUS

SLAB REINF.

SEE PLAN FOR

SLAB REINF.

SEE PLAN FOR

= 0'-0"

T.O. SLAB

T.O. SLAB = 0'-0"

ADD'L CONT. #6 BAR (3) SIDES OF PIT, TYP.

OF PIT, TYP.

BAR (3) SIDES

ADD'L CONT. #6DOCK LEVELER SUPPLIER

COORDINATE RECESS W/

COORDINATE WITH DOCK LEVELER SUPPLIER

M

IN

C L

R

M

IN

C L

R

1'-0"

TYP.

MIN.,

2" CLR

COORDINATE WITH DOCK LEVELER SUPPLIER

1'-4"

F

IE

L D V

E R

IF

Y

E

M

IN

V E

R

IF

Y W

C

IV

IL

M

IN

2" CLR

TYP.

MIN.,

LAP

" M

IN

30" MIN.

12"

C L

R

LAP 2

4"

MI

N.

30" MIN.

" DOCK LEVELER SUPPLIER

COORDINATE RECESS WITH

#5

= 0'-0"

T.O. SLAB

C L

R

C L

R

T Y

P

T Y

P

#3 STIRRUPS @ 24" O.C.

SPACED AT BOTTOM

(3) CONT. #5 BARS EVENLY

TYPICAL

BARRIER,

WATER

6" CAPILLARY

AND PAVEMENT

EXT. GRADE

SEE CIVIL FOR

FOR REINF.

SEE A/S-311

#5

#5

FOR REINF.

SEE A/S-311

ARCH. DWGS. FOR LOCATIONS.

DOORS AND O/H DOORS; SEE

OMIT PANEL LEDGE AT PERSONNEL 3.

CONCRETE STOOP.

PROVIDE BROOM FINISH FOR 2.

LENGTH OF CONCRETE STOOP.

REFER TO FOUNDATION PLAN FOR 1.

NOTES:

ARCH. DWGS. FOR LOCATIONS.

DOORS AND O/H DOORS; SEE

OMIT PANEL LEDGE AT PERSONNEL 3.

CONCRETE STOOP.

PROVIDE BROOM FINISH FOR 2.

LENGTH OF CONCRETE STOOP.

REFER TO FOUNDATION PLAN FOR 1.

NOTES:

TRUCK LOADING DOCK

TRENCH DRAIN AT

PAVEMENT DESIGN AND

SEE CIVIL DWG'S. FOR

8'-0"

8'-0"

8'-0"

2'-0"

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DWGS

SEE ARCH

PARTITION -

WIRE MESH

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10"

S-321S-321 NO SCALE

GRID

SUPPLIER

FRAME BY PEMB

BY PEMB SUPPLIER

FRAME CONNECTION

SPANDREL BEAM AND

TYPICAL WAINSCOT WALL DETAIL

SHIMS IF/AS REQ.

DRY-PACK GROUT;

SUPPLIER

GIRT BY PEMB

2" CLEAR

ARCH. DWG'S.

CONC. PANEL; SEE

INSULATED PRE-CAST

TYP.

SEE ARCH. DWG'S

T.O. WAINSCOT WALL

ARCH. DWG'S.

VERIFY W/

T.O. SLAB;

+8'-8" ABOVE

SPANDREL CL

PRECAST SUPPLIER

ROD AND NUT BY

THREADED INSERT W/

SEE ARCH. DWG'S.

= 0'-0"

T.O. SLAB

RESIST C&C WIND LOADS

PRECAST SUPPLIER TO

SPACING REQ'D. BY

BY PEMB SUPPLIER AT

SCALE: 1 1/2" = 1'-0"

ARCH DWGS

SSMR - SEE

DWGS

SEE ARCH

PARTITION -

WIRE MESH

AT EACH L2x2

(3)-#12 SCREWS

PURLIN

ROOF

AT 8" OC

(2)-#12 SCREWS

S-321 S-321

MESH PARTITION WALLS PARALLEL TO ROOF PURLINS

TYP TOP OF WALL LATERAL SUPPORT FOR WIRE

L3"X3"X14 GA X CONT

VERT LEG AT CAP CHANNEL

MESH PARTITION. STRIP

CHANNEL AT TOP OF WIRE

MATCH U-BOLTS IN CAP

L2X2X14 GA AT 2'-4" OC TO

2'-6" MINIMUM

PURLINS

ROOF

SEE ARCH DWGS

PARTITION -

WIRE MESH

PURLIN (TYP)

AT EACH ROOF

(3)-#12 SCREWS

SCALE: 1 1/2" = 1'-0"S-321 S-321

MESH PARTITION WALLS PERPENDICULAR TO ROOF PURLINS

TYP TOP OF WALL LATERAL SUPPORT FOR WIRE

(TYP)

L3X3X14 GA X CONT

RIGID FRAME

PEMB

CFMF NOT SHOWN FOR CLARITY.2.

ALL CONNECTIONS BY MISC STEEL SUPPLIER.1.

NOTES:

MC6X15.3

M C

X .3

M C

X .3

S-321

OVER HEAD COILING DOOR FRAME DETAIL

S-321

DWGS

REF ARCH

OH COILING DOOR WIDTH

REF ARCH DWGS FOR

AND THE MC

PEMB RIGID FRAME RAFTER

DISPLACEMENT BETWEEN THE

A 1" VERTICAL RELATIVE

CAPABLE OF ACCOMMODATING

PROVIDE CONNECTION

SEE ARCH DWGS

BOT. MC ELEV =

T.O. SLAB

NOT TO SCALE

GRID

S-321S-321

ROOF PURLIN (TYP)

ROOF PURLINS

C L

R

S-321S-321

" = 1'-0'4

3SCALE: S-321S-321

" = 1'-0'4

3SCALE:

A

E

S-321S-321

PEMB SUPPLIER

PURLINS BY

BY PEMB SUPPLIER

BEAM AT COLUMNS

TOP OF CONCRETE

1/2" OF TRACK FLANGES

ROOF PURLIN SET WITHIN

(2) - #12 SCREWS AT EACH

SSMR - SEE ARCH DWGS

APPROVED EQUAL).

STUD AND (2) - #10 SCREWS TO EACH ROOF PURLIN (OR

L2"X2"X0'-6" LONG X 16 GA AND WITH (3) - #10 SCREWS TO

EQUAL). CONNECT TO ROOF PURLINS WITH CLIP

800S162-68 @ 5'-0" O.C. BY PEMB SUPPLIER (OR APPROVED

SOUND PROOFING REQUIREMENTS

ADDITIONAL FIRESTOPPING AND/OR

REFER TO ARCH DWGS FOR

BY METAL STUD SUPPLIER

4" DEEP MINIMUM SLIP TRACK

LIGHT GAGE METAL STUD WALL

DWGS

PANEL - SEE ARCH

EXTERIOR METAL

CONCRETE

BELOW TOP OF

EXTEND THREADS 2"

TYPICAL DETAIL AT PEMB CANOPIES

PARTITIONS PARALLEL TO PEMB ROOF PURLINS

FULL HEIGHT LIGHT GAGE METAL STUD WALL

TYP TOP OF WALL LATERAL SUPPORT FOR

PARTITIONS PERPENDICULAR TO ROOF PURLINS

FULL HEIGHT LIGHT GAGE METAL STUD WALL

TYP TOP OF WALL LATERAL SUPPORT FOR

TYP PEMB COLUMN ANCHOR ROD DETAIL

BY METAL STUD SUPPLIER

4" DEEP MINIMUM SLIP TRACK

STUD WALL

LIGHT GAGE METAL

1/2" OF TRACK FLANGES

ROOF PURLIN SET WITHIN

(2) - #12 SCREWS AT EACHSOUND PROOFING REQUIREMENTS

ADDITIONAL FIRESTOPPING AND/OR

REFER TO ARCH DWGS FOR

OF CANOPY SYSTEM W/ GUTTER

SEE ARCH DWGS FOR WIDTH

C L

R

WELDED TO ANCHOR ROD

HEAVY HEX NUT TACK

3/4" DIA. (MIN.) ANCHOR ROD

HEAVY HEX NUT WITH WASHER

BASEPLATE BY PEMB SUPPLIER

HEAVY HEX NUT FOR LEVELING

M

IN

GROUT

SHRINK NON-METALLIC

HIGH STRENGTH NON-

NOT TO SCALE

NOT TO SCALE

ELEV = REF ARCH

BOT. BEAM

SUPPLIER

BY PEMB

RIGID FRAME

WALL, TYP.

4'-0" O.C. VERT. REST OF

OF TOP OF METAL STUDS @

PROVIDE BRIDGING WITHIN 8"

REST OF WALL, TYP.

OF METAL STUDS @ 4'-0" O.C. VERT.

PROVIDE BRIDGING WITHIN 8" OF TOP

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2" CLR

(TYP)

S-401S-401

A

C

R

S-401S-401

B

SCALE: 1" = 1'-0"NOT TO SCALE

12" OF COLUMN PEDESTAL

PROVIDE (4) - #3 TIES IN TOP

GRID

SECTION SECTION

#3 TIES @ 12" O.C.

LOCATION OF FRAME CL

SHOP DWG'S FOR

SEE PEMB SUPPLIER

S-401S-401

B

FRAME BY PEMB SUPPLIER

(12) - #7 VERT. BARS

B

FILLER W/ SEALANT

1/2" BITUMINOUS JOINT

2'-0"

GRID

GRID

AND PEDESTAL, TYP.

LOCATE CL OF FTG.

BY PEMB SUPPLIER TO

SEE SHOP DRAWINGS

CL

8'-0" SQUARE

TOP AND BOTTOM

#6's @ 10" O.C. E.W.

REQUIREMENTS, TYPICAL.

SEE 4/S-321 FOR MINIMUM

QUANTITY, DIA. AND LAYOUT.

DRAWINGS FOR ANCHOR ROD

REFER TO PEMB SUPPLIER

2" NON SHRINK GROUT

EQ. EQ.

TYPICAL

AT CORNERS,

1½" CHAMFER

PAVEMENT DESIGN

SEE CIVIL DWGS. FOR

FRAME BASEPLATE, TYP.

AND PEDESTAL WITH CL OF

NOTE: ALIGN CL OF FTG.

V A

R

IE

S

VARIES; SEE CIVIL DWGS.

PAVEMENT ELEVATION

COVERED STORAGE AREA.

UNIFORM WITHIN THE

ELEVATION SHALL BE

NOTE: TOP OF PEDESTAL

M

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S-401

S-401 S-401

A

A

TYP.

19 20

SCALE: 1/8" = 1'-0"

PLAN VIEW - COVERED STORAGE

52'-6"

REQUIRED; SEE CIVIL SITE DRAWINGS FOR LOCATIONS.

NOTE: THREE (3) COVERED STORAGE AREAS ARE

S-401S-401

A

A

TYP.

26'-3" 26'-3"

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S-510

S-510

2 TYPICAL HAIRPIN DETAIL AT CORNER PEMB COLUMNS

S-510S-510

CONSTRUCTION JOINT (CJ) SEALANT DETAILS

SAWED CONTRACTION JOINT (SCJ) AND

S-510S-510

TYPICAL HAIRPIN DETAIL AT PEMB COLUMNS UNO

S-112 S-111

ONLY

INTERIOR SLAB-ON-GRADE

10 MIL VAPOR BARRIER FOR

THICKNESS VARIES

REFER TO CIVIL SPECS.

OF SATISFACTORY MATERIAL -

ENGINEERED FILL CONSISTING

COMPETENT NATIVE SOIL

REFER TO CIVIL SPECS

GRANULAR MATERIAL -

6" THICK LAYER OF SELECT

CONSTRUCTION

SPECS FOR SUBGRADE

REFER TO EARTH WORK

ANCHOR BOLT

PEMB COLUMN

GRID

GRID

ANCHOR BOLT

JOINT SEALANT

7/8" TO 1"

1/8" TO 1/2"

N O

T E

FLOORING IS PRESENT.

JOINT SEALANT SHALL BE FILLED FLUSH TO THE SLAB SURFACE WHEN3.

".2

1SLAB THICKNESS AND NOT LESS THAN 1

THE4

1THE DEPTH OF WEAKENED PLANE GROOVE "T" IS EQUAL TO 2.

USE BACKER MATERIAL TO PREVENT SEALANT FROM FILLING JOINT.1.

JOINT NOTES:

FOR DETAIL

SCJ - SEE 3/S-510

"T S

E E

GRID

GRID

PEMB COLUMN

EDGE OF SLAB EDGE OF SLAB

E D

G E O

F S

L A

B

SCALE: N.T.S.

(OPPOSITE SIDE SIMILAR)

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

S-112 S-111S-510

SEE 4/S-510

WATER BARRIER;

6" CAPILLARY

.3" CLEAR OF JOINT U.N.O

STOP SLAB REINFORCEMENT

SIDE OF JOINT

SMOOTH DOWEL BARS ONE

DO NOT TIE SLAB REINF. TO

IMMEDIATELY PRIOR TO PLACEMENT

LIGHTLY GREASE BARS FULL LENGTH

" Ø x 2'-6" SMOOTH DOWELS @ 12" O.C.;4

S-112 S-111

L E

G T

Y P

8'-0" LEG, TYP.

T.O. SLAB

SLAB REINF.

SEE PLAN FOR

LOCATION OF C.J.

SCALE: N.T.S.S-510S-510

6 WAREHOUSE FLAT MAT FOUNDATION

TYPICAL CONSTRUCTION JOINT IN

DO NOT GREASE DOWELS.

SPACING OF SLAB REINF.;

DOWELS TO MATCH DIA. &

3" CLEAR FROM C.J.

STOP SLAB REINF.

3"

EA. SIDE OF C.J.

LAP 30" MIN.

FOR GOVT. APPROVAL PRIOR TO CONSTRUCTION.

NOTE: CONTRACTOR TO PROVIDE PROPOSED C.J. LOCATION(S)

TYPICAL JOINT DETAIL AT STOOPS

LOCATION OF S.C.J.

SLAB REINF.

SEE PLAN FOR

P L

A N

S

AT SLAB MID-DEPTH

2x6 FORMED KEYWAY

LEG EA. SIDE

#5 HAIRPIN W/ 8'-0"

35° 35°

10°

LEG EA. SIDE

#5 HAIRPIN W/ 8'-0"

10 MIL VAPOR BARRIER

BARRIER; SEE 4/S-510

6" CAPILLARY WATER

TYPICAL SLAB DETAIL

S E

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S-511

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S-511S-511

S-511S-511

S-511

1/2" THICK BASE PLATE

BARRIER - SEE SE510

6" CAPILLARY WATER

1/4

S-511

" = 1'-0'4

3SCALE:

PAVING OR SLAB

AROUND BOLLARD.

CONCRETE FILL

2'-0" SQUARE

ROUND OR 2'-0" x

MINIMUM 2'-0" DIA

CHAMFER EDGE

#4 CONT, TYP

PREPARATION

FOR SUBGRADE

CIVIL DRAWINGS

REFER TO

RE: CIVIL

PAVEMENT

CONCRETE EQUIPMENT

THICKNESS AND REINF.

SEE PLAN FOR SLAB

#5 BARS @ 0'-8" OC

BUMPER WITH BUMPER SUPPLIER

SPECS. COORDINATE ATTACHMENT OF

DOCK BUMPER - SEE ARCH DWGS AND

" 2

1OF C12 TO 1

COPE BOTTOM FLANGE

OF DOCK LEVELER RECESS

DOCK DOOR. START C12 AT EDGE

EACH SIDE OF EACH LOADING

GALVANIZED C12X20.7X2'-0" LONG

AND PROVIDE ON 8" GAGE

BEND TOP STUD AT 30° AS SHOWN

"ØX8" LONG HEADED STUDS. 2

-1(6)

REINFORCEMENT

THICKNESS AND

SEE PLAN FOR SLAB

#5 HORIZ EF @ 1'-0" OC

#4 @ 12" OC EW TYP.

REQUIREMENTS.

PLUS 6" CLEAR ALL AROUND. EXACT LOACATION PER MECHANICAL EQUIPMENT

MECHANICAL EQUIPMENT HOUSEKEEPING PAD SIZE TO SUIT ACTUAL EQUIPMENT FURNISHED 4.

SEE MECHANICAL SHEETS FOR HOUSEKEEPING PAD LOCATIONS. 3.

HOLES PER EPOXY MFR.

DOWELS MAY BE DRILLED AND EPOXIED IN USING OVERSIZE HOLES. CLEAN AND PREPARE 2.

ANCHOR EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.1.

NOTES:

TYPICAL EXTERIOR BOLLARD DETAIL

TYPICAL DETAIL AT TRUCK DOCK BUMPERS

TYPICAL HOUSEKEEPING PAD

TYPICAL EXTERIOR EQUIPMENT PAD DETAIL

M

IN

IM

U M

C L

R

EQ

SEE MECHANICAL/ELECTRICAL PLAN

EQ

" TYP2

" TYP2

S E

E P

L A

N

ALL AROUND EQUIPMENT

SIZE FOR 12" CLEAR

EMBEDMENT IN CONCRETE

EQUAL) WITH 5" MINIMUM

SYSTEM (OR APPROVED

ADHESIVE ANCHORING

WITH HILTI HIT HY150 MAX

" Ø THREADED RODS 8

5(4) -

WAREHOUSE FOUNDATION FOOTPRINT, SEE DETAIL 2/S-511

NOTE: FOR BOLLARDS LOCATED INTERIOR TO THE

DWG'S.

CONCRETE AT TOP. PAINT PER ARCH.

BOLLARD; FILL WITH CONCRETE, DOME

6" DIA. x 4'-0" SCHEDULE 80 STEEL PIPE

ABOVE SLAB). PAINT PER ARCH. DWG'S.

DOME CONCRETE AT TOP (4'-0" TALL

PIPE BOLLARD, FILL WITH CONCRETE,

8" DIA SCHEDULE 80 GALVANIZED STEEL

T.O. SLAB

#5's @ 12" O.C. E.W.

SEALANT

JOINT FILLER W/

1/2" BITUMINOUS

FILLER w/ SEALANT

1/2" BITUMINOUS JOINT

SCALE: N.T.S. SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

OF ALL INTERIOR AND EXTERIOR BOLLARDS.

NOTE: SEE ARCH. DWG'S FOR LOCATIONS

TYPICAL INTERIOR BOLLARD DETAIL

S-511 S-511

S-511

PAD EDGE (TYP.)

3/4" CHAMFER @

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S-512S-512

S-512S-512

S-512S-512

S-512S-512

S-512S-512

90 DEGREE HOOK

NOT SHOWN FOR CLARITY

VERTICAL REINFORCEMENT

EACH LAYER

EACH CORNER

ADD (1) #5 DIAG.

TYP WALL REINF

BASE OF WALL

FOR OPENING @

BEND DIAG. REINF.

EACH LAYER

EACH CORNER

ADD (1) #5 DIAG.

2" BELOW TOP OF SLAB

(2) - #5 X 4'-0" LONG

2" BELOW TOP OF SLAB

(2) - #5 X 4' - 0" LONG

JOINTS

REINFORCEMENT (TYP)

TO MATCH WALL

L-BAR, SIZE AND SPACING

REINFORCEMENT DETAIL

TYPICAL CORNER

TYPICAL OPENING REINFORCING DETAIL RE-ENTRANT CORNERS

TYPICAL DETAIL AT

TYPICAL STEPPED FOOTING DETAILTYPICAL DISCONTINUOUS SLAB JOINT

LTS (TYP)

LTS (TYP)

TYP

LAP

MIN

T Y

P L

TYP

LAP

MIN

T Y

P L

2"

4"

4'-0" 4"2"

1'-0"

PER SECTION B/S-310

LONGITUDINAL STEEL

OMITTED FOR CLARITY.

NOTE: TRANSVERSE STEEL

FOOTING AS SHOWN

SLOPE BOTTOM OF

24" (TYP)

NOT TO SCALENOT TO SCALE

NOT TO SCALE NOT TO SCALE NOT TO SCALE

RECESS

EDGE OF SLAB

1/4

(10"X10")

" THICK BASEPLATE2

TYP TYP

S-512

S-112 S-111

PERIMETER OF WAREHOUSE FLOOR

INTERIOR GUARDRAIL AROUND

TYPICAL ANCHORAGE DETAIL FOR

SCALE: 1 1/2" = 1'-0"

(OR APPROVED EQUAL)

EMBEDMENT IN CONCRETE

SYSTEM WITH 4" MINIMUM

ADHESIVE ANCHORING

WITH HILTI HIT HY150 MAX

" Ø THREADED RODS 8

5(4) -

7" 1 1/2 "

REVIEW AND APPROVAL OF THE CONTRACTING OFFICER.

ALSO BE TECHNICALLY ACCEPTABLE, SUBJECT TO THE

COMMERCIALLY AVAILABLE GUARDRAIL SYSTEMS MAY

NOTE: THIS DETAIL IS A MINIMUM REQUIREMENT.

DIMENSIONED LOCATIONS

ARCH DWGS FOR

VERTICAL POST - REFER TO

GUARDRAIL 16

3HSS 4X4X

S-610

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DEAD SNOWCOLLATERAL DEAD SNOWCOLLATERAL

VERTICAL LATERAL

-3 -5

-3

-1

-3

+10

+4

+15

+14

+6

+20

+18

+5

+5

+2

-6

-5

-2

-11

-11

LIVE

ROOF

LIVE

ROOF

A1 & E1

GRID IDENTIFIER

PEMB COLUMN

+14 +18 +5 -5 -11 -3

A16 & E16

A6 & E6

+18 +5 -5 -3

+11 +16 +22 +5 -6 -12 -3

(CASE A / B)

WIND

(CASE A / B)

WIND

+9 -8

1 1

-8

-9

-9

-16 / -15

-31 / -30

-33 / -32

-31 / -30

-29 / -28

-30 / -29

+9 / +5

+17 / +10

+18 / +10

+16 / +9

20.2 20.2

22.0

19.4 19.4 33.4

19.4

21.2 21.2

PRESSURE (psf)

ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5

(SF)

WIND AREA

EFFECTIVE

ZONE 1

ZONE 2

ZONE 3

ZONE 4

ZONE 5

aa a a a

-40.122.0 -60.9 22.0 -86.8 37.6 -39.9 37.6 -46.9

-39.4 -55.4

-38.3 -48.2 20.2 -56.0 34.7 -37.0 34.7 -41.1

-37.6 19.4-42.7 -42.7

30.6 -32.9 30.6 -32.9

36.3 -38.6 36.3 -44.421.2 -73.5

LOADING NOTES:

-35.8 33.4 -38.6

19.4 -37.6 -42.7 19.4 -42.7

≤10

≥500

2. PRESSURES SHOWN ARE DUE TO WIND ONLY.

1. NEGATIVE PRESSURES INDICATE UPLIFT OR SUCTION.

NOTES:

COMPONENTS AND CLADDING WIND PRESSURES

POS. (+) NEG. (-) POS. (+) NEG. (-)

A2 & E2

A3-A5, E3-E5

DEAD SNOW DEAD SNOW

VERTICAL LATERAL

-3 -1

-2

+2

+13 +3

+2

-2

-1

LIVE

ROOF

LIVE

ROOF

GRID IDENTIFIER

PEMB COLUMN

(CASE A / B)

WIND

(CASE A / B)

WIND

1 1

+14 / -12

-3 / +2

(EA. BRACE)

-5

(EA. BRACE)

F18, F20, G18, G20

SSA WAREHOUSE

20.2 20.2

22.0

21.2 21.2

PRESSURE (psf)

ZONE 1 ZONE 2 ZONE 3

(SF)

WIND AREA

EFFECTIVE

ZONE 1

ZONE 2

ZONE 3

θ = 5° a = 6'-0"

GABLED ROOF

-40.122.0 -60.9 22.0 -86.8

-39.4 -55.4

-38.3 -48.2 20.2 -56.0

21.2 -73.5

≥144

2. PRESSURES SHOWN ARE DUE TO WIND ONLY.

1. NEGATIVE PRESSURES INDICATE UPLIFT OR SUCTION.

NOTES:

COMPONENTS AND CLADDING WIND PRESSURES

POS. (+) NEG. (-) POS. (+) NEG. (-)

≤ 36

> 36, ≤ 144

TYPICAL a a a a

+7 +7 / -6

+4 -7 -5 / +4

(NOT TO SCALE)

COVERED STORAGE - PLAN VIEW

(NOT TO SCALE)

SSA WAREHOUSE

θ = 5° = 8'-0"a

GABLED ROOF

E3-E4, E8-E9, E14-E15

A3-A4, A8-A9, A14-A15, PORTAL FRAMES @

A7-A15 & E7-E15

A17 & E17 +5 +7 +2 -18 / -18 -3 -4 -5 -1 +10 / +6

+8

+9

+16 / +9

-8 +15 / +9

+14 -11

+9

+9

ESTIMATED LOADS FROM PEMB COLUMNS AND X-BRACING (UNFACTORED, KIPS)

(EA. COL.)

± 5

OUT OF PLANE:

(EA. COL.)

OUT OF PLANE:

ESTIMATED LOADS FROM PEMB COLUMNS AND PORTAL FRAME BRACING (UNFACTORED, KIPS)

COVERED STORAGE

LOADS ARE ROUNDED TO THE NEAREST INTEGER VALUE.5.

X-BRACING LOADS ARE THE VERTICAL AND HORIZONTAL COMPONENTS OF THE LOAD ACTING PERPENDICULAR TO THE RIGID FRAME.4.)

POSITIVE (+) LATERAL LOAD IS ACTING INWARD TOWARD BUILDING; NEGATIVE (-) LATERAL LOAD IS ACTING OUTWARD AWAY FROM BUILDING.3.)

FOUNDATION.

POSITIVE (+) VERTICAL LOAD IS ACTING DOWNWARD ON FOUNDATION; NEGATIVE (-) VERTICAL LOAD IS ACTING UPWARD AWAY FROM 2.)

LOAD IS DESIRED.

WITH ASCE 7-10 ENVELOPE METHOD ARE STRENGTH-LEVEL (FACTORED) LOADS AND MUST BE REDUCED BY 0.6 MULTIPLIER IF SERVICE-LEVEL

ALL STATED LOADS ARE SERVICE-LEVEL (UNFACTORED) LOADS WITH THE EXCEPTION OF WIND. WIND LOADS CALCULATED IN ACCORDANCE 1.)

POS. (+) NEG. (-) POS.