2019-06-21_Bozeman_Fish_Technology_Center_Structural.pdf

PDF 288 KB Posted Aug 2, 2019

Attached to: REQUIREMENT FOR CONCRETE SUMP INSTALLATION AND 2 C Federal contract opportunity
Solicitation number: 140F0619R0015
Issued by: Department of the Interior Fish and Wildlife Service Region 9 Headquarters

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Past_Performance_Questionnaire_Template.doc	DOC document	Aug 2, 2019

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SYMBOL DESCRIPTION

ELEVATION CALLOUT

XXX'-XX"

STEP

SLOPE

KEY NOTE

SUBGRADE

FORM SAVER

DRAWING REVISION

NUMBER

CURRENT REVISION CLOUD

SECTION OR

DETAIL CUT

SHEET NUMBER

ELEVATION CUT

SHEET NUMBER

ROUGHENED SURFACE,

INTENTIONALLY ROUGHEN TO 1/4"

AMPLITUDE, UNO

NOTES:

1. ITEMS NOT DESIGNED BY M/M ARE SHOWN HALFTONED,

2. ITEMS INCLUDE:

- EXISTING CONSTRUCTION

- PERFORMANCE SPECIFIED ITEMS (FIBERGLASS FLUMES, ETC.)

EXISTING STRUCTURE

(HALFTONE)

X'-XX" DIMENSIONS TO EXISTING

STRUCTURE,

FIELD VERIFY (ITALICS)

X'-XX"

DIMENSIONS TO NEW

STRUCTURE

NEW STRUCTURE

SYMBOL DESCRIPTION

1) GENERAL:

1A) ALL WORK SHALL CONFORM WITH ACI 301-10, UNLESS NOTED OTHERWISE.

1B) DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS AND ACI PUBLICATION SP-66 (2004): “ACI

DETAILING MANUAL”

2) REINFORCING MATERIALS:

2A) SEE ‘REINFORCING MATERIAL TABLE’

3) REINFORCING FABRICATION:

3A) SPLICES:

- NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS

CONTINUOUS AROUND CORNERS WHERE DETAIL NOT PROVIDED. WHERE PERMITTED, SPLICES MAY BE

MADE BY CONTACT LAPS OR MECHANICAL CONNECTORS.

- SEE ‘LAP SPLICE SCHEDULE’ FOR LAP LENGTHS.

- SPLICE CONTINUOUS TOP AND BOTTOM BARS IN WALLS, BEAMS, AND GRADE BEAMS ‘LTS’ UNLESS

NOTED OTHERWISE.

3B) MISCELLANEOUS REINFORCING REQUIREMENTS:

- PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING

CONCRETE PLACEMENT.

- MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR’S SHOP UNLESS NOTED.

- NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED,

PERFORM WELDING IN ACCORDANCE WITH AWS D1.4-2011.

- PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS AND NOTCHES AS NOTED IN TYPICAL DETAILS.

4) STRUCTURAL CONCRETE MIX REQUIREMENTS:

4A) SEE ‘CONCRETE MIX TABLE’

5) NON-SHRINK GROUT:

5A) CONFORM TO ASTM C1107

5B) ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.

6) PLACING REINFORCEMENT:

6A) REINFORCEMENT PROTECTION:

- SEE DETAILS

- SEE ACI 117-10 FOR REINFORCEMENT PLACING TOLERANCES

6B) PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. “STABBING” INTO

PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED.

7) CONSTRUCTION/CONTROL JOINTS:

7A) SUBMIT DRAWINGS SHOWING CONSTRUCTION LOCATIONS ALONG WITH THE SEQUENCE OF POURS.

7B) CONCRETE CONSTRUCTION JOINT SURFACE SHALL BE CLEANED AND ALL LAITANCE AND LOOSE

MATERIAL REMOVED PRIOR TO SECOND CONCRETE PLACEMENT.

7C)SHEAR FRICTION JOINTS: WHERE CONSTRUCTION JOINTS ARE LABELED AS “ROUGHENED” ON THE DRAWINGS, THE ENTIRE JOINT SURFACE SHALL BE MECHANICALLY ROUGHENED TO A 1/4” AMPLITUDE

AND THOROUGHLY CLEANED. EXPOSE THE COARSE AGGREGATE IN THE HARDENED CONCRETE AND

REMOVE ALL LAITANCE AND LOOSE MATERIAL.

8) MODIFICATIONS TO HARDENED OR EXISTING CONCRETE

8A) UNLESS NOTED ON THE STRUCTURAL DOCUMENTS MODIFICATIONS AS LISTED BELOW SHALL NOT BE

MADE TO HARDENED OR EXISTING CONCRETE WITHOUT APPROVAL OF THE OWNER:

- SAW CUTTING

- CORING

- CHIPPING

8B) DO NOT CUT OR DAMAGE ANY REINFORCING WITHOUT APPROVAL OF THE OWNER

9) SLEEVES, OPENINGS, AND EMBEDED PIPE/CONDUITS:

9A) GENERAL

- REFER TO TYPICAL DETAILS FOR REQUIREMENTS FOR CONDUIT AND PIPE EMBEDDED IN WALLS AND

SLABS

- REFER TO TYPICAL DETAILS FOR SPACING AND LAYOUT LIMITATIONS FOR SLEEVES AND OPENINGS

- FORM OPENINGS AND PROVIDE SLEEVES BEFORE PLACING CONCRETE, CORING OF CONCRETE IS

NOT PERMITTED

9B) REINFORCING

- REFER TO TYPICAL DETAILS FOR REINFORCEMENT REQUIREMENTS AT SLEEVES, OPENINGS OR

CONDUIT

- DO NOT CUT REINFORCING WHICH MAY CONFLICT

1) GENERAL:

1A) ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE STRUCTURAL

ENGINEER OF RECORD.

1B) UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY OWNER OF EXISTING UTILITIES OR

SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK.

2) USE OF DRAWINGS:

2A) DO NOT SCALE DRAWINGS.

2B) DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

2C)DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT.

2D)WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, AND GENERAL NOTES:

- CONTACT THE OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION

- THE MORE STRINGENT REQUIREMENTS SHALL GOVERN FOR BIDDING / PRICING

3) EXISTING STRUCTURES:

3A) CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS

PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN.

3B) DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE OWNER OF

ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE:

- SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN

- DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS

- CONDITIONS OF INSTABILITY OR LACK OF SUPPORT

- ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD

3C)PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS.

3D)CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP

DRAWINGS.

3E) CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE

CONSTRUCTION SCHEDULE.

3F) SUBMIT A DIMENSIONED DRAWING OF ALL NEW OPENINGS THROUGH EXISTING STRUCTURE AND SECURE APPROVAL PRIOR TO CUTTING. NEW OPENING MAY BE EITHER SHOWN ON THE CONTRACT DOCUMENTS OR

PROPOSED BY THE CONTRACTOR. DRAWING SHALL SHOW:

- VERTICAL & HORIZONTAL LOCATION AND SIZE OF NEW OPENING(S)

- ALL EXISTING OPENINGS IN THE VICINITY OF THE NEW OPENING(S)

- ALL EXISTING STRUCTURE (BEAMS, COLUMNS, SLABS, WALLS, ETC) IN THE VICINITY OF THE NEW OPENING(S)

- ALL REINFORCING BAR SIZES AND POSITIONS (LAYOUT LOCATION AND DEPTH) CONFLICTING WITH OR IN THE

VICINITY OF THE NEW OPENING(S).

4) COORDINATION:

4A) COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., WITH FIELD CONDITIONS

PRIOR TO SHOP DRAWING SUBMITTAL.

5) SUBMITTALS AND SUBSTITUTIONS:

5A) SUBMITTALS:

- IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE OWNER AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL

BE INDICATED ON THE SHOP DRAWINGS.

- CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS

- ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO

PREPARE THE SUBMITTAL

5B) SUBSTITUTIONS: OWNER’S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS

5C)NONCONFORMANCE: NOTIFY OWNER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE OWNER FOR

ACCEPTANCE.

5D)THE FOLLOWING SUBMITTALS ARE REQUIRED:

- CONCRETE DESIGN MIXTURES PER ACI. FOR EACH CONCRETE AND GROUT MIXTURE (INCLUDE: MIX ID#, MIX PROPORTIONS, W/C RATIO, TOTAL AIR CONTENT, SLUMP, F'c TEST). SUBMIT ALTERNATE DESIGN MIXTURES WHEN CHARACTERISTICS OF MATERIALS, PROJECT CONDITIONS, WEATHER, TEST RESULTS, OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS. INCLUDE MATERIAL CERTIFICATES (CEMENTITIOUS MATERIALS, ADMIXTURES, REPAIR MATERIALS) AND MATERIAL TEST REPORTS FOR AGGREGATES INDICATING THE

AGGREGATE IS NOT POTENTIALLY REACTIVE.

- STEEL REINFORCING SHOP DRAWINGS.

- POST INSTALLED ANCHOR PRODUCT DATA.

- FIBERGLASS GRATING & BEAM PRODUCT DATA

5E) ALL SHOP DRAWINGS SHALL BE SUBMITTED IN ELECTRONIC FORMAT ONLY.

6) TEMPORARY CONDITIONS, CONSTRUCTION ENGINEERING, AND OSHA STANDARDS:

6A) THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION AND IS DESIGNED ONLY FOR

LOADS ANTICIPATED DURING THE STRUCTURE’S SERVICE LIFE.

6B) THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES.

CONTRACTOR SHALL PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK WHICH MAY INCLUDE, BUT IS NOT LIMITED TO:

- LAYOUT

- DESIGN FOR FORMWORK AND SHORING

- DESIGN OF CONCRETE MIXES

- DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS

- SURVEYING TO VERIFY CONSTRUCTION TOLERANCES

- EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS

- STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS

6C)NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY.

- THE CONTRACTOR SHALL ADD ALL NECESSARY BRACING, ETC., AS WELL AS CLOSURES FOR OPENINGS. IN

ADDITION, PROTECT ANYTHING THAT MAY BE CONSIDERED A TRIP HAZARD.

1) CODES AND STANDARDS:

1A) GENERAL DESIGN

- INTERNATIONAL BUILDING CODE 2012

2) GRAVITY LOADS

- GROUND SNOW LOAD = 60 PSF

3) SEISMIC LOADS

- SEISMIC DESIGN CATEGORY = D

- RISK CATEGORY = II

- EARTHQUAKE IMPORTANCE FACTOR, le = 1.00

- MAPPED SPECTRAL RESPONSE ACCELERATION, Ss = 69.40 %g

- MAPPED SPECTRAL RESPONSE ACCELERATION, S1 = 20.30 %g

- DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.576

- DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.270

- SOIL SITE CLASS = D

4) WIND LOADS

- RISK CATEGORY = II

- BASIC ULTIMATE WIND SPEED, Vult = 115 mph

- BASIC NOMINAL WIND SPEED, Vasd = 89.1 mph

- EXPOSURE CATEGORY = C

1) MOLDED FIBERGLASS GRATING:

1A) CONSTRUCTION TYPE: MOLDED SQUARE

1B) RESIN: POLYESTER, VINYL ESTER, FIRE RETARDANT WITH CLASS A FLAME RATING OF 25 OR LESS

PER ASTM E-84

1C) ACCESSORIES: CLIPS & FASTENERS PER MANUFACTURER

2) PULTRUDED FIBERGLASS BEAMS:

2A) CONSTRUCTION TYPE: PULTRUDED FIBERGLASS STRUCTURAL WIDE FLANGE SECTION BY DYNAFORM

OR EQUIVALENT

2B) RESIN: POLYESTER OR VINYL ESTER, FIRE RETARDANT WITH CLASS A FLAME RATING OF 25 OR LESS

PER ASTM E-84

2C) MECHANICAL PROPERTIES:

- TENSILE STRESS = 30,000 PSI PER ASTM D-638

- FLEXURAL STRESS = 30,000 PSI PER ASTM D-790

- MODULUS OF ELASTICITY = 2.8x10^6 PSI

- SHEAR MODULUS = 0.450x10^6 PSI

Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.

The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.

SHEET

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REVISION STATUS DATE

PROJECT:

SHEET TITLE:

DESCRIPTION

PREPARED BY:

MARTIN/MARTIN CONSULTING ENGINEERS 12499 W. COLFAX AVE, LAKEWOOD, CO 80215

DATE DESIGNED DRAWN CHECKED DRAWING NO.

OFDATEREV DESCRIPTION BY

06/21/20190 CONSTRUCTION DOCUMENTS M/M

M. TALMAGE L. VERENINI M. PIPER

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BOZEMAN FISH TECHNOLOGY CENTER

06/21/2019

S-001

GENERAL NOTES

M T al m ag e

G B ur re ll

M M cA ffr ey

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EPOXY COATING OF REINFORCING A775 OR A934 - - -

WELDED & FIELD BENT REINF A706 60 80 -

TYP REINFORCING A615 60 90 -

REINF ELEMENT ASTM Fy (KSI) Fu (KSI) COMMENTS

REINFORCING MATERIAL TABLE

CWA = CRYSTALLINE WATERPROOF ADMIXTURE, MASTERLIFE 300D BY BASF (OR EQUIVALENT).

MCI = MAXIMUM CHLORIDE ION LIMIT: 0.10 FOR CONCRETE IN WATER RETAINING STRUCTURES.

MSS = MAXIMUM SHRINKAGE STRAIN: SHRINKAGE STRAINS SHALL NOT EXCEED 0.046%

d. ABBREVIATIONS FOR OTHER REQUIREMENTS AS FOLLOWS:

c. WHERE AIR CONTENT IS INDICATED IN THE MIX TABLE, PROVIDE AIR ENTRAINING ADMIXTURE. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR ± 1 1/2%. AIR CONTENT NOTE IS BASED

ON 3/4" AGGREGATE. IF 3/8" AGGREGATE IS USED, INCREASE AIR CONTENT BY 1 1/2%.

3/4”: #67 AGGREGATE

b. FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE SIZE

NUMBERS PER ASTM C33:

a. UP TO 25% TYPE F FLY ASH IS PERMITTED

FOR CONCRETE PLACED BY PUMPING PROVIDE CONCRETE MIX FLOWABILITY TO FACILITATE PUMPING.

ENTRAINED AIR MAY BE USED TO FACILITATE PUMPING SUBJECT TO THE PROVISIONS OF NOTE c BELOW.

USE TYPE I/II OR TYPE V PORTLAND CEMENT.

- PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS

AND AROUND REINFORCEMENT UNDER CONDITIONS OF PLACEMENT TO BE EMPLOYED, WITHOUT

SEGREGATION OR EXCESSIVE BLEEDING. CONTRACTOR SHALL SELECT APPROPRIATE SLUMP. USE

ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS.

- PROVIDE THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE MIX TABLE. DO NOT EXCEED THE

MAXIMUM WATER-CEMENT RATIO NOTED.

PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO:

CONCRETE MIX TABLE NOTES:

WATER RETAINING

STRUCTURES 4.5 NWC 0.45 3/4 4.5

MCI MSS

CWA

CONC

MIX

TYPE

INTENDED USE

28 DAY

STRENGTH

f'c (KSI)

CONC

WEIGHT

MAX W/C

RATIO,

INCLUDING

FLY ASH,

NOTE a

MAX

AGGREGATE

SIZE (IN),

NOTE b

TOTAL AIR

CONTENT

(%), NOTE c

OTHER

REQTS,

NOTE d

CONCRETE MIX TABLE

STRUCTURAL DRAWING LIST

DESIGN CRITERIA

SYMBOLS LEGEND

GENERAL NOTES CONCRETE NOTES

SHEET NUMBER SHEET NAME

S-001 GENERAL NOTES

S-100 PLAN & DETAILS

S-101 DETAILS

FIBERGLASS NOTES

June 21, 2019

S-100

11'-0"

56'-0"

27'-0"

20'-0"

FIBERGLASS FLUE

NORTH TANK

SOUTH TANK

SUMP PIT

S-101

TYP AT CHUTE

OUTLET

EXISTING WATER TROUGH

MS-S-200

LINE OF EXCAVATION BY

CONTRACTOR

3'-0" WIDE x 0'-6" DEEP

OVERFLOW WEIR

I N

9' -0

8' -0

"(4

S-101

9' -0

S-100

6x 6x

W F

F R

2"x2: SLOTS (2 LOCATIONS)

2"x2" SLOTS (10 LOCATIONS)

2' -0

6" 6"

'-0

8'-0"

6" 6"

HYDROPHILIC WATER

STOP, CENTERED

2" C

2" CLR2" CLR

#6@8" VERT EA

FACE, EPOXY

COATED

#6@8" HORIZ EA

FACE, EPOXY

COATED

(E) WATER TROUGH

McNICHOLS MS-S-200 OR

EQUIVALENT FIBERGLASS MOLDED

GRATING WITH 2"x2" SQUARE GRID

SIZE, LOAD RATED AT 100 PSF @

4'-0" SPAN

6x6x1/4 PULTRUDED

FIBERGLASS WIDE

FLANGE BEAM BY

DYNAFORM, OR

EQUIVALENT

PREPARED COMPACTED

SOIL, 95% OF MAXIMUM

DENSITY PER ASTM D698

#6@8" EA WAY EA

FACE, EPOXY

COATED

(2) 3/8"Ø x 3 1/4"

EMBEDMENT SCREW

ANCHORS (TYPE 316

STAINLESS STEEL) AT

3" GAGE, TYP EA END

F CLIPS W/ 1/4" Ø STAINLESS

STEEL BOLTS BETWEEN

GRATING PANELS @ 2'-0" OC

MAX

M CLIPS W/ 1/4" Ø x 2-1/4"

BOLT @ 4'-0" OC MAX,

MINIMUM OF (4) HOLD

DOWN CLIPS PER

GRATING PANEL

4" 1 1/2"

9'-0"

HYDROPHILIC WATER

STOP, CENTERED2"

2" CLR

(E) CONC WALLS

2" CLR

4' -7

T N

O R

T H

T A

N K

5' -9

T S

O U

T H

T A

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2" C

(E) WATER TROUGH

#5@12" VERT,

EPOXY COATED

#5@12" HORIZ,

EPOXY COATED

#5@12" EA WAY,

EPOXY COATED

EXISTING SLAB, WALLS &

TROUGH TO REMAIN,

REMOVE & REPLACE AS

REQUIRED FOR SUMP

PIT INSTALLATION

SEE 3/S-100 FOR

WALL REINFORCING

SEE 2/S-100 FOR SUMP PIT

WALL REINFORCING

4/S-100

3/S-100

TEMPORARY SHORING

BY CONTRACTOR (4)

SIDES

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PROJECT:

SHEET TITLE:

DESCRIPTION

PREPARED BY:

MARTIN/MARTIN CONSULTING ENGINEERS 12499 W. COLFAX AVE, LAKEWOOD, CO 80215

DATE DESIGNED DRAWN CHECKED DRAWING NO.

OFDATEREV DESCRIPTION BY

06/21/20190 CONSTRUCTION DOCUMENTS M/M

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S-100

PLAN & DETAILS

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1/8" = 1'-0"

FOUNDATION PLAN

3/4" = 1'-0"

SUMP PIT

3/4" = 1'-0"

NORTH & SOUTH TANK SECTION

NORTH

1/4" = 1'-0"

SOUTH TANK TO SUMP PIT

ADD 1/2 NUMBER OF

BARS INTERRUPTED

BY OPENING PLUS 1,

SPACE AT 3" OC

DETAIL SIMILAR

FOR CIRCULAR

OPENINGS

NOTES:

1. DETAIL APPLIES UNLESS REINFORCING IS SPECIFICALLY DETAILED ON THE DRAWINGS

2. HOOK BARS WITH STANDARD HOOK WHERE LTS CANNOT BE ACHIEVED

H , 3

'-0

M A

T Y

TYPICAL OPENING (WALL ELEVATION)

D NOTE 1

MAX

12"

N O

T E

ALIGN

PENETRATIONS

VERTICALLY AND

HORIZONTALLY

EDGE OF WALL

(BOTTOM,

OPENING, ETC.)

NOTES:

1. GREATER OF 2xD AND 12", WHERE CLEAR DISTANCE IS NOT ACHIEVABLE, TREAT

AREA AS SINGLE OPENING REINFORCED PER "TYPICAL OPENING" DETAIL

2. DO NOT CORE OPENINGS, SLEEVE OPENINGS PRIOR TO PLACING CONCRETE

3. DO NOT CUT REBAR AT PENETRATION LOCATIONS. REBAR MAY BE MOVED 8" MAX TO

ACCOMMODATE PENETRATIONS

4. SCHEDULE 40 STEEL SLEEVES SHALL BE USED IN CRITICAL AREAS OF THE WALL AND

SLABS AS DETERMINED BY STRUCTURAL ENGINEER OF RECORD

E D

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TYP EACH WAY

2" CLR TO REINFORCING,

NOTE 2

AT OPENINGS 12" OR LESS

(WALL ELEVATION)

TYP

LTS+W W, 3'-0" MAX 3" TYP

CONTINUOUS BAR OR

SPLICE TO MATCH TYPICAL

WALL HORIZONTAL SIZE &

SPACING LT

LTS LTS

LTS

AT (1) LAYER OF REINF AT (2) LAYERS OF REINF

INSIDE FACE INSIDE FACE

ALUMINUM CHUTE

BY CONTRACTOR

2"x2" SLOT x FULL

HEIGHT, CENTERED IN

WALL

1" 2"

HILTI KWIK HUS HR 6,

STAINLESS STEEL W/

2 3/16" MIN EMBEDMENT

@ 1'-0" OC

2x LUMBER BY OWNER

2" 2"

3" CLR

NOTES:

1. ALL BENDS SHALL BE MADE COLD

2. #14 & #18 BARS SHALL BE BEND TESTED &

LAB APPROVED PRIOR TO BENDING

STANDARD BENDS

90° HOOK (#3-#5)

3" MIN

STIRRUP/TIE BENDS

180° HOOK (#3-#8)

MAX OFFSET BEND

#3 - #8 6d

#9 - #11 8d

90° HOOK (#6-#8)

12d

135° HOOK (#3-#8)

3" M

IN6d

90° HOOK

d d

180° HOOK

2 1/2" MIN

#3 - #5 4d

#6 - #8 6d

D2 d D2

2 1/2" MIN

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SHEET TITLE:

DESCRIPTION

PREPARED BY:

MARTIN/MARTIN CONSULTING ENGINEERS 12499 W. COLFAX AVE, LAKEWOOD, CO 80215

DATE DESIGNED DRAWN CHECKED DRAWING NO.

OFDATEREV DESCRIPTION BY

06/21/20190 CONSTRUCTION DOCUMENTS M/M

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BOZEMAN FISH TECHNOLOGY CENTER

06/21/2019

S-101

DETAILS

M T al m ag e

G B ur re ll

M M cA ffr ey

M P ip er

L V er en in i

3/4" = 1'-0"

CAST IN PLACE WALL PENETRATIONS

3/4" = 1'-0"

CROSS WALL DETAIL

3/4" = 1'-0"

WALL CORNER DETAIL

3/4" = 1'-0"

TANK CHUTE OUTLET

12" = 1'-0"

TYPICAL REINFORCING BENDS & LAP SPLICES

'LTS' = TENSION LAP SPLICE LENGTH

'LDH' = HOOK DEVELOPMENT LENGTH

ABBREVIATIONS:

#6 16" 42"

#5 14" 34"

#4 12" 28"

BAR SIZE LDH LTS

LAP SPLICE SCHEDULE

Sheets

S-001 - GENERAL NOTES

S-100 - PLAN & DETAILS

S-101 - DETAILS

File details come from the government source that posted it.