W912LA24Q0025_06E2427_Fresno Concrete Pad_Atch.1_Design.pdf

PDF 2 MB Posted Aug 22, 2024

Attached to: Concrete Pad at Fresno 1106th AVCRAD
Solicitation number: W912LA24Q0025
Issued by: Department of the Army California Army National Guard

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Written by GovTribe AI · Aug 22, 2024

This document is a set of architectural and engineering plans for constructing a 5,460 square foot concrete pad for a Butler building at 5140 Dakota Avenue in Fresno, California. The work includes preparing the soil, installing a 5-inch aggregate base, and pouring 5-inch thick, 3,000 psi Portland cement concrete with a minimum 1/4-inch per foot slope away from the building. The project is being procured by the Department of the Army California Army National Guard under solicitation number W912LA24Q0025. The contractor will be responsible for filling out real property documents and forms. The plans provide detailed specifications for the concrete work, including requirements for materials, reinforcement, curing, and construction joints.

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File	Type	Posted
W912LA24Q0025_06E2427_Fresno Concrete Pad_Amend 03.pdf	PDF	Sep 17, 2024
Concrete project Version 5.pdf	PDF	Sep 5, 2024
W912LA24Q0025_06E2427_Fresno Concrete Pad_Amend 02.pdf	PDF	Sep 5, 2024
W912LA24Q0025_06E2427_Fresno Concrete Pad_Atch.1_Design-5Sep.pdf	PDF	Sep 5, 2024
W912LA24Q0025 Amend 01.pdf	PDF	Aug 23, 2024
W912LA24Q0025_06E2427_Fresno Concrete Pad.pdf	PDF	Aug 22, 2024
W912LA24Q0025_06E2427_Fresno Concrete Pad_Atch.2_Specs.pdf	PDF	Aug 22, 2024

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Architecture & Engineering Section State of California

California Military Department

CMD

10601 BEAR HOLLOW DRIVE

RANCHO CORDOVA, 95670

AS_SHOWN

GENERAL_SHEET

ARARNG

06E2427

N/A

AVCRAD PARTS SHED

CONCRETE PADS

ADDRESS, 5168 EAST DAKOTA

AVENUE

CITY, FRESNO, CALIF

ZIP, 93727

SHEET INDEX

VICINITY MAP

California Military Department

ABBREVIATIONS BUILDING CODE INFORMATION

GENERAL NOTES

SITE PLAN

SCOPE OF WORK

06E2427 AVCRAD PARTS

SHED CONCRETE PAD

1. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL DIMENSIONS AND CONDITIONS OF WORK AREA PRIOR TO

ORDERING OR FABRICATING ANY MATERIALS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO UTILITIES INCURRED DURING THE PROGRESS OF WORK OF THIS PROJECT. THIS DAMAGE INCLUDES, BUT IS NOT LIMITED TO DAMAGE TO ELECTRICAL RUNS, SEWER, GAS OR WATER PIPING AND CABLE TV WIRES/CABLES. INSPECT ALL SURFACES OF ALL AREAS OF THE

WORK PRIOR TO INITIATING ANY TASKS WHICH MAY RESULT IN SUCH DAMAGE.

3. CONTRACTOR SHALL REVIEW THE PLANS AND SPECIFICATIONS PRIOR TO STARTING ANY WORK ON THIS PROJECT. ANY ERRORS AND/OR OMISSIONS, ERRORS IN DIMENSIONS OR ANY CONDITION WHICH WILL NOT PERMIT CONSTRUCTION OF THE WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. CONTRACTOR SHALL NOT BEGIN WORK UNTIL PROJECT MANAGER HAS

CLARIFIED ALL SUCH CONCERNS TO THE SATISFACTION OF ALL PARTIES.

4. ALL MATERIAL DEMOLISHED AS PART OF THE WORK OF THIS PROJECT SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND ALL LOCAL, STATE

AND FEDERAL REGULATIONS.

5. CONTRACTOR IS RESPONSIBLE TO PROVIDE ADEQUATE PUBLIC SAFETY AND TRAFFIC CONTROL, SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION.

6. THE SCOPE OF WORK DOES NOT ALLEVIATE CONTRACTOR OF HIS/HER RESPONSIBILITY FOR REVIEWING THE CONSTRUCTION DOCUMENTS AND UNDERSTANDING THE EFFORT REQUIRED TO COMPLETE THE PROJECT.

7. CONTRACTOR SHALL COORDINATE WITH PROJECT MANAGER TO COORDINATE THE FOLLOWING

7.1. LAY DOWN AREA

7.2. ACCESS; TEMPORARY ROADS AND SHAKE OUT AREA

7.3. STAGING

8. ALL ACCESS SHALL BE DONE IN A SAFE MANNER AND WITHIN THE OPERATIONAL LIMITS OF THE EQUIPMENT

AND PERSONNEL.

9. DO NOT SCALE DRAWINGS.

10. PROVIDE CONSTRUCTION BARRIERS TO PROTECT PERSONNEL.

11. REPAIR ALL EXISTING SURFACES DAMAGED TO ACCOMMODATE NEW CONSTRUCTION.

AB ANCHOR BOLT

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AP ACCESS PANEL

APPROX APPROXIMATE

ASS'Y ASSEMBLY

AUX AUXILIARY

BCE BARE COPPER WIRE

BD BOARD

BLDG BUILDING

BLK BLOCK

CAP CAPACITY

CERT CERTIFIED

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CM CONTRACTS MANAGER

CMD CALIFORNIA MIL. DEPT.

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CPP CORRUGATED PLASTIC PIPE

CONC CONCRETE

CONST CONSTRUCTION

CTR CENTER

CW COLD WATER

DBL DOUBLE

DED DEDICATED

DEG DEGREE

DEMO DEMOLISH, DEMOLITION

DTL DETAIL

DF DRINKING FOUNTAIN

DFT DRY FILM THICKNESS

DIA DIAMETER

DIM DIMENSION

DN DOWN

DS DOWN SPOUT

DWG DRAWING

ELECT

EMERG EMERGENCY

(E) EXISTING

EXIST EXISTING

EJ EXPANSION JOINT

EXT EXTERIOR

FD FLOOR DRAIN

FF FINISHED FLOOR

FT FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GYP GYPSUM

HDPE HIGH DENSITY

POLYETHYLENE

HT HEIGHT

HTG HEATING

HVAC HEATING/VENTILATING/

AIR CONDITIONING

IN INCHES

INSUL INSULATION

INT INTERIOR

JT JOINT

L LENGTH

LB POUND

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MFG MANUFACTURER

MIN MINIMUM

(N) NEW

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OH OVERHEAD

PNL PANEL

P.O.C. POINT OF CONNECTION

PRV POWER ROOF VENTILATOR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

RAD RADIUS

RD ROOF DRAIN

REBAR REINFORCING BAR

RECPT RECEPTACLE

REQ'D REQUIRED

REV REVISION/REVISED

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATIONS

SS STAINLESS STEEL

SSPWC STANDARD SPECIFICATIONS

FOR

PUBLIC WORKS

CONSTRUCTION

SQ SQUARE

STL STEEL

T&G TONGUE AND GROVE

TBD TO BE DETERMINED0

TEL TELEPHONE

THK THICK

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

VAR VARIABLE, VARIES

VB VAPOR BARRIER

VERT VERTICAL

VTR VENT THRU ROOF

WC WATER CLOSET

WD WOOD

WP WEATHER PROOF

WT WEIGHT

W/ WITH

YD YARD

LOCATION MAP

SITE PLAN

VICINITY MAP

WORK

AREA

BUILDING CONSTRUCTION TYPE N/A

OCCUPANCY CLASSIFICATION U

NUMBER OF STORIES N/A

ACTUAL BUILDING HEIGHT N/A

BUILDING AREA N/A

AREA OF PROJECT N/A

ALLOWABLE AREA PER CBC N/A

AREA / HEIGHT N/A

FIRE SPRINKLED N/A

FIRE ALARM N/A

BUILDING CODES

2024 INTERNATIONAL BUILDING CODE

THE WORK SHALL CONSIST OF:

1. REMOVE, CUT TO THE EXTENT REQUIRED THE SURFACE CONDITIONS TO FACILITATE THE

CONSTRUCTION OF PAD FOUNDATION SYSTEM.

2. CONTRACTOR SHALL INCLUDE THE GPR COSTS TO LOCATE ALL UNDER GROUND UTILITIES, MARKINGS ETC. AND DEVELOP UTILITY AREA PLAN SUBSTANTIAL ENOUGH TO COMPLETE THE CONSTRUCTION WITHOUT UTILITY INTERRUPTION (COORDINATE WITH SITE PERSONNEL AND CONTRACT MANAGER)

2.1 CONTRACTOR (SUBCONTRACTED PARTIES) SHALL TURN OVER PLAN(S) OF THE UTILITIES TO SITE

PERSONNEL AT COMPLETION.

5168 EAST DAKOTA AVENUE,

FRESNO CA, 93727

TABLE OF CONTENTS

SHEET NUMBER SHEET TITLE

G1 GENERAL SHEET

A1 GENERAL NOTES

A2 TYPICAL DETAILS

A3 SITE PLAN

N/A

LEGEND

DETAIL NUMBER

SHEET NUMBER

DETAIL TAG

DETAIL NUMBER

SCALE

NAME

SECTION CUT

DETAIL NUMBER

SHEET NUMBER

1 8.15.24 100% DRAWING

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DEL

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NORTE

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SISKIYOU

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MODOC

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HUMBOLDT

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TRINITY

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SHASTA

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LASSEN

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PLUMAS

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TEHAMA

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MENDOCINO

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GLENN

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BUTTE

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SIERRA

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NEVADA

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PLACER

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YUBA

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SUTTER

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COLUSA

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LAKE

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SONOMA

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NAPA

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YOLO

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EL DORADO

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SACRAMENTO

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SOLANO

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MARIN

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SAN FRANCISCO

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CONTRA

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COSTA

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ALAMEDA

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SAN

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SANTA

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CRUZ

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SANTA

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CLARA

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STANISLAUS

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SAN

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JOAQUIN

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AMADOR

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CALAVERAS

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ALPINE

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TOULUMNE

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MONO

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MARIPOSA

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MERCED

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MADERA

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MONTEREY

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SAN

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BENITO

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FRESNO

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INYO

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TULARE

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KINGS

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KERN

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SAN

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LUIS

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OBISPO

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SANTA

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BARBARA

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VENTURA

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LOS ANGELES

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SAN BERNARDINO

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RIVERSIDE

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ORANGE

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SAN DIEGO

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IMPERIAL

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MATEO

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LOS ANGELES

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ORANGE

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JOAQUIN

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SAN

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ALAMEDA

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COSTA

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CONTRA

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SAN FRANCISCO

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MARIN

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SOLANO

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NAPA

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SONOMA

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SANTA

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CRUZ

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SACRAMENTO

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MATEO

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SAN

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CLARA

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SANTA

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%%UCALIFORNIA NATIONAL GUARD

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SEASIDE

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RIFLE RANGE

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RELATIVE BORDER SCALE IN INCHES

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SCALE: NONE

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SCALE: NONE

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SCALE: NONE

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REF

CONCRETE

1. THE MINIMUM 28-DAY COMPRESSIVE STRENGTH AND TYPE OF CONCRETE SHALL BE AS FOLLOWS:

1.1. FOOTINGS AND FOUNDATIONS, TIE BEAMS, ETC. 150 PCF fc'=4000 PSI F0

1.2. EXTERIOR SLAB - ON - GRADE

1.2.1. INDUSTRIAL SLABS 150 PCF fc'=4500 PSI F3

1.3. INTERIOR SLAB - ON - GRADE 150 PCF fc'=4500 PSI F2

2. ALL CONCRETE SHALL BE READY - MIX CONCRETE AND SHALL BE BATCHED, MIXED AND DELIVERED TO THE SITE IN CONFORMANCE WITH ASTM C94. ALL WORK GOVERNING: DESIGN, REINFORCING, PLACING AND CURING OF STRUCTURAL CONCRETE SHALL ADHERE TO REQUIREMENTS OF "AMERICAN CONCRETE INSTITUTE" (ACI) 318, 301

AND 117 - LATEST EDITIONS.

3. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BY TESTING LABORATORY AND STRUCTURAL ENGINEER

OF RECORD (SEOR). DO NOT PLACE CONCRETE PRIOR TO REVIEW OF MIX DESIGNS.

4. ALL CEMENTITIOUS MATERIALS SHALL BE INCLUDED IN CALCULATING WATER/CEMENT RATIO OF CONCRETE MIX.

5. CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF THE CBC. ALL CONCRETE MIXES

SHALL BE DESIGNED, STAMPED AND SEALED BY A LICENSED CALIFORNIA CIVIL ENGINEER.

6. PORTLAND CEMENT SHALL BE TYPE II AND SHALL CONFORM TO ASTM C150, LOW ALKALI.

7. CONCRETE SUPPLIER SHALL FURNISH CERTIFICATION STATEMENTS TO SEOR AND BUILDING AUTHORITY THAT

CEMENT HAS BEEN TESTED IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C150 AND PROPOSED

ADMIXTURES MEET CLASSIFICATION OF ASTM C618.

8. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS F MAY BE USED AS A PARTIAL SUBSTITUTION FOR PORTLAND CEMENT UP TO A MAXIMUM OF 25% TOTAL CEMENTITIOUS MATERIAL BY WEIGHT IF THE MIX DESIGN IS PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE OR TRIAL MIXTURES. FLY ASH OR OTHER

POZZOLANS MAY ONLY BE SUBSTITUTED FOR USE IN FOUNDATIONS.

9. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. AGGREGATES IN LIGHT WEIGHT

CONCRETE SHALL CONFORM TO ASTM C330.

10. UNLESS OTHERWISE NOTED, WATER USED IN MIX SHALL BE CLEAN AND POTABLE CONFORMING TO ASTM C1602.

11. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CHLORIDE SHALL NOT BE USED. DO NOT USE CONCRETE OR

GROUT CONTAINING CHLORIDES.

12. CONTROLLED LOW-STRENGTH MATERIAL (CLSM) LEAN CONCRETE, WHERE SPECIFICALLY INDICATED, SHALL

CONTAIN A MINIMUM OF 2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE.

13. CONTRACTOR SHALL SUBMIT ALL PROPOSED LOCATIONS OF CONSTRUCTION JOINTS FOR REVIEW BY THE

ARCHITECT/SEOR PRIOR TO STARTING CONSTRUCTION.

14. DIMENSION ARE TO THE FACE OF MAIN BARS, TIES, ETC., AND DENOTE CLEAR COVERAGE. THE MINIMUM

CONCRETE COVER SHALL BE AS FOLLOWS UON.

14.1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.................. 3"

14.2. CONCRETE EXPOSED TO EARTH OR WEATHER BUT PLACED IN FORMS:

#5 BARS, W31 OR D31 WIRE AND SMALLER........................................................... 1-1/2"

14.3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH SOIL:

SLABS, WALLS OR JOISTS:

#11 BARS AND SMALLER................................................................................. 3/4"

15. FORMS SHALL BE PROPERLY CONSTRUCTED, CONFORM TO CONCRETE SHAPE AS SHOWN, SUFFICIENTLY TIGHT TO PREVENT LEAKAGE, SUFFICIENTLY STRONG AND BRACED TO MAINTAIN SHAPE AND ALIGNMENT UNTIL NO

LONGER NEEDED TO SUPPORT CONCRETE.

16. FORMS AND SHORING SHALL NOT BE REMOVED UNTIL CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO

WITHSTAND ALL LOADS IMPOSED WITHOUT EXCESSIVE STRESS, CREEP, OR DEFLECTION.

17. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE ELEMENTS UNLESS SPECIFICALLY DETAILED.

18. ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING STEEL, DOWELS, BOLTS, ANCHOR RODS, PIPES, SLEEVES, EMBEDS, ETC., SHALL BE SECURELY TIED IN POSITION BEFORE CONCRETE PLACEMENT.

19. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING WITH ALL TRADES THE LOCATION OF

ALL ITEMS EMBEDDED IN OR PENETRATING CONCRETE ELEMENTS INCLUDING: PIPES, SLEEVES, DUCTS, MOLDS, GROOVES, EMBEDS, ORNAMENTS, GROUNDS, ETC.

20. REINFORCING SHALL BE CLEANED OF LOOSE RUST, OIL, MUD, DIRT, MILL SCALE, ICE OR OTHER COATINGS PRIOR

TO CONCRETE PLACEMENT.

21. ALL DEBRIS; NAILS, MILS. WOOD SCRAP, FOAM, ETC. SHALL BE REMOVED PRIOR TO CONCRETE PLACEMENT.

22. ALL HARDENED SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED BY SANDBLASTING, CHIPPING OR

OTHER MEANS TO REMOVE DUST, FLAKES OR OTHER FOREIGN MATTER EXPOSING FIRMLY EMBEDDED

AGGREGATE PRIOR TO CONCRETE PLACEMENT.

23. ALL CONSTRUCTION JOINT SURFACES SHALL BE CLEANED AND LAITANCE REMOVED. JOINTS SHALL BE WETTED

AND STANDING WATER OR ICE REMOVED PRIOR TO CONCRETE PLACEMENT.

24. CONTRACTOR SHALL NOTIFY THE ARCHITECT/SEOR AT LEAST 48 HOURS (2-CALENDAR WEEK DAYS) PRIOR TO

PLACEMENT OF STRUCTURAL CONCRETE.

25. OBTAIN APPROVAL FROM ALL AFFECTED TRADES PRIOR TO PLACING CONCRETE.

26. CONCRETE SHALL BE CONVEYED FROM MIXER TO PLACE OF FINAL DEPOSIT BY METHODS THAT WILL PREVENT

SEPARATION OF MATERIALS. CONCRETE SHALL BE DEPOSITED IN FINAL POSITION IN A MANNER TO AVOID

SEGREGATION.

27. UNLESS OTHERWISE NOTED EXPOSED CORNERS OR SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED

WITH 3/4" CHAMFER OR TOOLED EDGE (1/2" RADIUS).

28. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED, WORKED AROUND REINFORCING AND EMBEDDED ITEMS

AND INTO CORNERS OF FORMS.

29. CONCRETE SHALL BE MAINTAINED ABOVE 50°F AND IN A MOIST CONDITION FOR A MINIMUM 7 DAYS AFTER

PLACEMENT, UNLESS APPROVED BY SEOR.

30. COLD WEATHER AND HOT WEATHER MEASURES SHALL BE EMPLOYED TO PROTECT CONCRETE DURING

PLACEMENT AND CURING.

REINFORCING STEEL

1. REINFORCING GRADES FOR CONCRETE AND MASONRY:

1.1. ALL BARS EXCEPT THOSE TO BE WELDED ASTM A615, GR 60

1.2. TIES AND STIRRUPS ASTM A615, GR 60

(ALL BARS SHALL BE DEFORMED UON)

2. ALL REINFORCEMENT SHALL BE CLEARLY MARKED TO FACILITATE IDENTIFICATION DURING FINAL IN-PLACE

INSPECTION.

3. ALL REINFORCEMENT SHALL BE BENT COLD PRIOR TO PLACEMENT IN FORMWORK, REINFORCEMENT EMBEDDED

IN SUBSTRATE SHALL NOT BE BENT.

4. REINFORCEMENT SHALL BE TIED OR SECURED IN PLACE BY MANUFACTURED BAR POSITIONERS PRIOR TO GROUT

OR CONCRETE PLACEMENT. CONTRACTOR PROVIDE ALL ACCESSORIES TO SUPPORT REINFORCING IN POSITIONS

SHOWN.

5. ALL DOWELS SET IN CONCRETE SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. "WET SETTING"

NOT PERMITTED.

6. MAINTAIN MINIMUM CLEAR FROM FACE OF CONCRETE TO EDGE OF ALL REINFORCEMENT AS REQUIRED IN

AMERICAN CONCRETE INSTITUTE (ACI) 318 - LATEST EDITION.

7. REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE

(CRSI) "MANUAL OF STANDARD PRACTICE".

8. SPLICES NOT INDICATED SHALL BE A CLASS "B" SPLICE. SPLICES IN ADJACENT BARS SHALL NOT BE CLOSER THAN

24" CLEAR MEASURED ALONG THE LENGTH OF THE BAR.

9. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS, STAGGER ALL SPLICES.

10. REINFORCING SPACING SHOWN ARE MAXIMUM ON CENTER AND ALL REINFORCING IS CONTINUOUS.

11. REINFORCING STEEL SHALL BE KEPT CLEAN AND FREE OF RUST, DIRT, OIL, ETC AND OTHER MATERIALS THAT MAY

IMPAIR BOND ABILITY OF REINFORCING.

12. CHAIRS OR SPACERS FOR REINFORCING SHALL BE NON FERROUS OR PLASTIC COATED WHEN RESTING ON

EXPOSED SURFACES. DOBIE BLOCKS SHALL NOT BE USED.

SLAB - ON - GRADE

1. SEE CONCRETE GENERAL NOTES FOR ADDITIONAL INFORMATION.

2. ALL CONCRETE PLACEMENT AND CURING OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ACI 302.1, ACI 302.2, ACI 318 AND ACI 360 - LATEST EDITIONS.

3. UNLESS AN ALTERNATIVE IS ACCEPTED BY ARCHITECT AND STRUCTURAL ENGINEER OR RECORD (SEOR), SLAB

SHALL MOIST CURE. WET CURE SYSTEM SHALL CONSIST OF BURLAP AND CONTINUOUSLY SPRINKLED SYSTEM

FOR MINIMUM 14 DAYS.

4. UNLESS OTHERWISE NOTED, VAPOR PROOFING SHALL MEET OR EXCEED A 6 MILL RETARDER COMPOSED OF

POLY ETHYLENE LAPPED A MINIMUM 6" PLACED UNDER SLAB.

5. CONSTRUCTION JOINTS (CJ) AND SAWCUT (SC) JOINTS IN SLABS SHALL OCCUR WHERE LOCATED ON PLANS AND

DETAILS. CJ'S SHALL HAVE A FORMED POUR STOP.

FOUNDATION

1. NO GEOTECHNICAL REPORT EXISTS FOR THIS PROJECT, CODE MINIMUMS ARE USED.

2. FOUNDATION DESIGN BASED ON SOIL REPORT BY: CODE MIN; ASCE 7, CBC

3. FOUNDATION TYPE: CONVENTIONAL SPREAD AND CONTINUOUS FOOTINGS

3.1. CAPACITIES

VERTICAL LOAD CASE ALLOWABLE BEARING PRESSURE

DL+LL...................................................... 1500 PSF

DL+LL+WIND/SEISMIC.......................... 1500 PSF

LATERAL RESISTANCE

PASSIVE................................................. 150 PCF ( PER FOOT OF DEPTH)

COEFFICIENT OF FRICTION................. 0.30

COHESION.............................................. N/A

4. PRIOR TO FINAL FOUNDATION INSPECTION, CONTRACTOR SHALL PROVIDE WRITTEN STATEMENT TO BUILDING

AUTHORITY STATING:

4.1. BUILDING PAD PREPARED IN ACCORDANCE WITH PLANS.

4.4. FOUNDATION EXCAVATIONS COMPLY WITH PLANS.

4.5. UTILITY TRENCHES PROPERLY BACKFILLED AND COMPACTED.

5. ARCHITECT AND ENGINEER ARE NOT RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND UTILITIES.

LOCATION OF EXISTING UNDERGROUND UTILITIES ASRE NOT SHOWN ON DRAWINGS. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER WHERE UNFORESEEN CONDITIONS ARE ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM FAILURE TO LOCATE AND PROTECT ALL EXISTING

UNDERGROUND UTILITIES.

6. EXCAVATIONS SHALL BE CLEANED OF ALL DEBRIS, STANDING WATER OR ICE SHALL BE REMOVED PRIOR TO

CONCRETE PLACEMENT.

7. ALL FOUNDATIONS ARE SHOWN AS BEING FORMED. WHERE UNFORMED, HORIZONTAL DIMENSION OF FOOTING

SHALL BE INCREASED 1" EACH SIDE.

8. CONCRETE SHALL BE PLACED TO EXCLUDE FOREIGN MATERIALS TO ENSURE FULL SIZE OF FOUNDATION.

9. FOUNDATIONS SHALL BE PLACED ON UNDISTURBED SOILS, COMPACTED FILL MATERIALS OR CONTROLLED

LOW-STRENGTH MATERIALS. BOTTOM OF FOOTINGS SHOWN ON THE DRAWINGS ARE MINIMUMS AND SHALL BE LOWERED WHERE SOFT OR LOOSE MATERIAL ARE ENCOUNTERED, AT THE DIRECTION OF THE IOR, CONTRACT

MANAGER.

10. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED

IN LAYERS WITH THE APPROVAL OF THE IOR, FLOODING IS NOT PERMITTED.

11. CONSTRUCTION JOINTS IN SLABS AND FOOTINGS NEED NOT OCCUR AT SAME LOCATION.

STRUCTURAL SUBMITTALS

1. REVIEW OF SHOP DRAWINGS AND SUBMITTALS BY THE ENGINEER OF RECORD IS FOR GENERAL COMPLIANCE

WITH THE CONTRACT DOCUMENTS.

2. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO FABRICATION. THE

CONTRACTOR WILL REMAIN RESPONSIBLE FOR ALL ERRORS OF DETAILING, FABRICATION AND FOR CORRECT

FITTING OF ALL STRUCTURAL MEMBERS INCLUDING COORDINATION WITH OTHER TRADES.

2.1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD AND SHALL CONSIST OF EITHER ELECTRONIC FILES OR (2) SETS OF HARD COPY (1 FOR RETURN AND 1 FOR RECORD KEEPING). ALLOW FOR A

DURATION OF PROCESSING OF 10 BUSINESS DAYS.

2.2. ENGINEER OF RECORD WILL RETURN THE REPRODUCIBLE SET CLEARLY MARKED WITH COMMENTS. ANY

REQUIRED RECORD SET COPIES SHALL BE MADE FROM THIS RETURNED SET.

2.3. REPRODUCTION OF STRUCTURAL PLANS AND DETAILS FOR SHOP DRAWINGS IS PROHIBITED.

SUBCONTACTOR/FABRICATOR IS TO PROVIDE INDEPENDENTLY CREATED DRAWINGS BASED ON THE

STRUCTURAL PLANS AND DETAILS.

3. SHOP DRAWINGS AND SUBMITTALS DO NOT CONSTITUTE CHANGE ORDERS. ANY PROPOSED CHANGES TO THE STRUCTURAL DOCUMENTS MUST BE SUBMITTED IN WRITING AS A REQUEST FOR SUBSTITUTION TO THE

ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL.

4. THE FOLLOWING LIST SUMMARIZES THE RELEVANT STRUCTURAL SUBMITTALS FOR THIS PROJECT. REFER TO THE

SPECIFICATION FOR A COMPLETE LIST AND ADDITIONAL REQUIREMENTS.

4.1. GENERAL

4.1.1. QUALIFICATION DATA FOR APPROVED INSTALLERS AND FABRICATORS.

4.1.2. CERTIFICATES OF CONFORMANCE FOR PREFABRICATED MEMBERS.

4.1.3. PROVIDE PRODUCT DATA FOR ALL MANUFACTURER STRUCTURAL PRODUCTS AND ACCESSORIES USED.

4.2. DEFORMED BAR REINFORCEMENT

4.2.1. MANUFACTURER'S PRODUCT DATA, SPECIFICATIONS AND INSTALLATION PROCEDURES FOR

PROPRIETARY MATERIALS AND REINFORCEMENT.

4.2.2. STEEL PRODUCER'S CERTIFICATES OF MILL ANALYSIS, TENSILE AND BEND TESTS.

4.2.3. SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT.

4.3. CAST IN PLACE CONCRETE (CIP)

4.3.1. DESIGN MIX FOR EACH CONCRETE MIX.

4.3.2. MATERIAL TEST REPORTS.

4.3.3. MATERIAL CERTIFICATES FOR CEMENT, AGGREGATES AND ADMIXTURES.

4.3.4. MANUFACTURER'S PRODUCT DATA FOR WATERSTOPS, BONDING AGENTS, VAPOR RETARDERS, JOINT

FILLERS, CURING MATERIALS AND FLOOR TREATMENTS.

4.3.5. SHOP DRAWING FOR PROPOSED LOCATION OF ADDITIONAL CONSTRUCTION, CONTROL JOINTS, SLIP

CONTROL JOINTS AND WEAKENED PLANE JOINTS NOT SHOWN ON THE STRUCTURAL PLANS.

4.3.6. MINUTES FROM PREINSTALLATION CONFERENCE.

STATEMENT OF SPECIAL INSPECTIONS

1. THE OWNER SHALL EMPLOY A TESTING AND INSPECTION AGENCY, ONE OR MORE SPECIAL INSPECTORS TO

PROVIDE INSPECTION DURING CONSTRUCTION.

2. "TESTING AND INSPECTION AGENCY" SHALL BE APPROVED BY THE GOVERNING BUILDING AUTHORITY TO

PERFORM THE SPECIFIC TESTING AND INSPECTION PROGRAM FOR THIS PROJECT. AGENCY SHALL BE INDEPENDENT; OF OWNER, CONTRACTOR(S), ETC., AND DEMONSTRATE TO BUILDING OFFICIAL THE USE OF ADEQUATE TESTING EQUIPMENT AND EMPLOYMENT OF QUALIFIED PERSONNEL FOR INSPECTION OF THE PARTICULAR TYPE OF MATERIAL, CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTIONS.

3. SPECIAL INSPECTOR(S) SHALL PROVIDE WRITTEN DOCUMENTATION TO BUILDING AUTHORITY DEMONSTRATING RELEVANT EXPERIENCE AND TRAINING. INSPECTOR QUALIFICATIONS AND CERTIFICATIONS FOR SUCH INSPECTIONS SHALL BE CURRENT AND MAINTAINED IN GOOD STANDING OVER DURATION OF PROJECT. SPECIAL

INSPECTOR(S) SHALL BE APPROVED BY BUILDING AUTHORITY.

4. APPROVAL ITEMS SHALL BE SUBMITTED TO AND ACCEPTED BY THE STRUCTURAL ENGINEER OF RECORD AND BUILDING AUTHORITY. CONTRACTOR(S) ARE RESPONSIBLE FOR ALL LABELING, INSPECTION AND TESTING, IDENTIFICATION METHODS.

5. CONTRACTOR(S) ARE RESPONSIBLE FOR COORDINATING INSPECTION TIMES, MATERIALS AND AREAS OF REVIEW

FOR INSPECTIONS.

6. JOB SITE VISITS BY STRUCTURAL ENGINEER (STRUCTURAL OBSERVATION) OR BUILDING OFFICIAL DO NOT CONSTITUTE AND ARE NOT A SUBSTITUTE FOR INSPECTION BY SPECIAL INSPECTOR(S). STRUCTURAL

OBSERVATION FREQUENCY AND EXTENT PER SPECIFICATIONS.

7. CONTINUOUS SPECIAL INSPECTION CONSISTS OF FULL TIME INSPECTION, PERIODIC INSPECTION CONSISTS OF PART TIME OR INTERMITTENT INSPECTION. HIERARCHY DEFINITIONS SHALL BE AS FOLLOWS: BUILDING

AUTHORITY SHALL GOVERN OVER CBC, CBC SHALL GOVERN OVER MATERIAL SPECIFIC CODES.

8. INSPECTOR OF RECORD (IOR) IN COORDINATION WITH CONTRACTOR(S) SHALL DETERMINE NUMBER OF INSPECTORS NECESSARY (SUBJECT TO BUILDING AUTHORITY APPROVAL) TO ADEQUATELY PERFORM INSPECTION

PROGRAM.

9. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE/PERFORM/ENFORCE: INSPECTIONS, OVERSEE REQUIRED SUBMITTALS, ENSURE TESTING AND INSPECTION OPERATIONS ARE PERFORMED TO THE

SATISFACTORY EXTENT OF THE SPECIAL INSPECTION PROGRAM.

INSPECTION OF CONCRETE CONSTRUCTION

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC

1. INSPECTION OF REINFORCING STEEL AND PLACEMENT X

2. VERIFIED USE OF DESIGN MIX X

3. AT TIME OF CONCRETE PLACEMENT SAMPLE FOR STRENGTH TESTS, PERFORM SLUMP, X

AIR TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

4. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION X

5. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X

6. VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO REMOVAL OF SHORES X

AND FORMS FROM BEAMS AND STRUCTURAL SLABS.

7. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF CONCRETE X

MEMBER BEING FORMED.

STRUCTURAL OBSERVATIONS

1. "STRUCTURAL OBSERVATION" SHALL BE DEFINED AS THE VISUAL OBSERVATION OF ELEMENTS AND

CONNECTIONS OF THE STRUCTURAL SYSTEM.

2. STRUCTURAL OBSERVATIONS ARE FOR GENERAL CONFORMANCE TO THE APPROVED CONTRACT DOCUMENTS.

3. AT A MINIMUM, THE FOLLOWING CONSTRUCTION STAGES REQUIRE STRUCTURAL OBSERVATION BY THE

STRUCTURAL ENGINEER OF RECORD.

3.1. FOUNDATIONS REINFORCING/DOWELS/ANCHORS/EMBEDS

3.2. SLABS REINFORCING/CONSTRUCTION JOINTS/TERMPERATURE PROTECTION

4. STRUCTURAL OBSERVATION SHALL NOT BE CONSIDERED TO REPLACE SPECIAL INSPECTION IN ANY FORM. SITE VISITS, OBSERVATION VISITS DO NOT RELIEVE THE CONTRACTOR(S) FROM THE RESPONSIBILITY TO COMPLY WITH

THE INSPECTIONS REQUIRED IN THE SPECIAL INSPECTION PROGRAM.

SLAB ON GRADE NOTES

1. JOINTS SHALL BE SPACED TO PROVIDE SQUARE OR RECTANGULAR SECTIONS WITH ANY SIDE DIMENSION NOT TO

EXCEED 1 1/2" TIMES ITS ADJACENT SIDE.

2. MAXIMUM JOINT SPACING SHALL NOT EXCEED 10'-0" UON ON PLAN.

3. DEVIATION FROM THE JOINTS SHOWN MUST BE SUBMITTED FOR APPROVAL TO THE STRUCTURAL ENGINEER

PRIOR TO CONSTRUCTION.

4. SLIP CONTROL JTS OR CONTROL JTS REQUIRED, TYP UON.

5. WATER CEMENT RATIO TO BE A MAXIMUM OF 0.45.

6. MOIST CURING REQUIRED FOR A MINIMUM OF 7 DAYS.

7. PROVIDE SAWED CONTROL JT'S PER STANDARD DETAILS.

8. CONCRETE SLAB MIX AT TIME OF PLACEMENT SHALL NOT EXCEED A SLUMP OF 3".

AS_SHOWN

GENERAL_NOTES

ARARNG

XX-X-XXXX-X

Architecture & Engineering Section State of California

California Military Department

CMD

10601 BEAR HOLLOW DRIVE

RANCHO CORDOVA, 95670

06E2427

AVCRAD PARTS SHED

CONCRETE PADS

ADDRESS, 5168 EAST DAKOTA

AVENUE

CITY, FRESNO, CALIF

ZIP, 93727

1 8.15.24 100% DRAWING

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AT CORNERS

2'-0" MIN TYP

HORIZ REINF

TYP

0" TY

#4 SEE OTHER

15 MIL (MIN)

VAPOR BARRIER

(@ BLDG ONLY)

SUB-GRADE PREPARED

COMPACTED AB OR

CRUSHED ROCK

SLAB AND REINF

PER PLAN

O N

NATIVE

SECURE DOWELS TO REBAR

DOWELS TO BE PLACED IN

HORIZONTAL POSITION

PERP TO SAWCUT LINE

NOTE

1. DEFORMED REINFORCING SHALL NOT BE CONTINUOUS THRU JOINT.

2. LOCATE JOINTS PER LAYOUT OR APPROVED SUBMITTAL DRAWING.

3. SUPPORT REINFORCING INDEPENDENT OF DOWELS.

4. DOWELS SHOULD BE PLACED NO CLOSER THAN 12" FROM INTERSECTION

OF JOINTS OR SLAB EDGE.

SLAB WITH SINGLE LAYER OF REINFORCING

WRAP OR GREASE

ONE END TYP

APPROVED SEALANT

PER ARCH

TERMINATE SLAB REINF

1 1/2" FROM JT TYP

NOTE

1. SAW CUTS PERPENDICULAR TO CONSTRUCTION JOINTS SHALL BE MADE WITHIN 4

HOURS OF SLAB POUR.

2. SAW CUTS PARALLEL TO CONSTRUCTION JOINTS SHALL BE MADE WITH IN 8 HOURS OF

SLAB POUR.

3. REINFORCING SHALL BE CONTINUOUS THRU JOINT.

SLAB WITH SINGLE LAYER OF REINFORCING

3/ 4"

"PARALLEL" SHRINKAGE JOINTS

TO BE LOCATED PARALLEL TO

CONSTRUCTION JOINTS.

SPACING SHALL NOT EXCEED

10'-0" OR 2x (SLAB DEPTH)

TYP

"PERPENDICULAR" SHRINKAGE JOINTS

TO BE LOCATED PERPENDICULAR TO

CONSTRUCTION JOINTS.

SPACING SHALL NOT EXCEED

10'-0" OR 2x (SLAB DEPTH)

TYP

O N

SLAB ON GRADE

SEE PLAN

SLAB THICKNESS D W R REINF

5" 10" 8" #3 @ 16 (2) # 4 TOP AND BOTT

REINF "R"

"REINF"

36" 8"

CUT AND PATCH AS REQ'D

FOR PAD PREP

SEE PLAN

Architecture & Engineering Section State of California

California Military Department

CMD

AS_SHOWN

TYPICAL_DETAILS

ARARNG

3 4

10601 BEAR HOLLOW DRIVE

RANCHO CORDOVA, 95670

N/AN/A

06E2427

AVCRAD PARTS SHED

CONCRETE PADS

ADDRESS, 5168 EAST DAKOTA

AVENUE

CITY, FRESNO, CALIF

ZIP, 93727

1 8.15.24 100% DRAWING

5 CONCRETE - FTG INTERSECTIONS

1/2" = 1'-0"

3 CONCRETE - SLAB

1" = 1'-0"

2 CONCRETE - SLIP CJ

1" = 1'-0"

1 CONCRETE - WEAKENED PLANE JT

1" = 1'-0"

4 CONCRETE - SLAB THICKENED EDGE

3/4" = 1'-0"

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(E) BUILDING

178'-0"

'-0

24'-0" 48'-0"64'-0" 42'-0"

'-0

THICKENED EDGE

-1/4"

5" SLAB w/ #4 @ 16 OC/EW o/ 4" CRUSHED ROCK o/ 12" RECOMPACTED EARTH

PAD PREP TO EXTEND 36" BEYOND

CONC

-1/4"

AS_SHOWN

SITE_PLAN

ARARNG

N/A

Architecture & Engineering Section State of California

California Military Department

CMD

06E2427

AVCRAD PARTS SHED

CONCRETE PADS

ADDRESS, 5168 EAST DAKOTA

AVENUE

CITY, FRESNO, CALIF

ZIP, 93727

1 8.15.24 100% DRAWING

1 SITE PLAN

1" = 20.0'

SLAB ON GRADE NOTES

1. JOINTS SHALL BE SPACED TO PROVIDE SQUARE OR RECTANGULAR SECTIONS WITH ANY SIDE DIMENSION NOT TO

EXCEED 1 1/2" TIMES ITS ADJACENT SIDE.

2. MAXIMUM JOINT SPACING SHALL NOT EXCEED 10'-0" UON ON PLAN.

3. DEVIATION FROM THE JOINTS SHOWN MUST BE SUBMITTED FOR APPROVAL TO THE STRUCTURAL ENGINEER

PRIOR TO CONSTRUCTION.

4. SLIP CONTROL JTS OR CONTROL JTS REQUIRED, TYP UON.

5. WATER CEMENT RATIO TO BE A MAXIMUM OF 0.45.

6. MOIST CURING REQUIRED FOR A MINIMUM OF 7 DAYS.

7. PROVIDE SAWED CONTROL JT'S PER STANDARD DETAILS.

8. CONCRETE SLAB MIX AT TIME OF PLACEMENT SHALL NOT EXCEED A SLUMP OF 3".

10601 BEAR HOLLOW DRIVE

RANCHO CORDOVA, 95670

SITE NOTES

1. SLAB AND FOUNDATION WORK FOR FUTURE METAL

BUILDING SHOWN.

2. REF ELEV 100.0' UNO.

3. METAL BUILDING FOUNDATION, MISC. PLUMBING,

ELECTRICAL ITEMS WILL BE CUT IN AT LATER DATE. (NOT

IN CONTRACT)

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Sheets and Views

G1 GENERAL SHEET

A1 GENERAL NOTES

NOTES

A2 TYPICAL DETAILS

CONCRETE - FTG INTERSECTIONS

CONCRETE - SLAB

CONCRETE - SLIP CJ

CONCRETE - WEAKENED PLANE JT

CONCRETE - SLAB THICKENED EDGE

A3 SITE PLAN

SITE PLAN

File details come from the government source that posted it. Updated Aug 22, 2024.