HomeMy WebLinkAboutS301 FOUNDATION SCHEDULES, SECTIONS & DETAILSMARK FTG SIZE FTG REINF REMARKS
COLUMN FOOTING SCHEDULE
F4.0C 4'-0" x PLAN x 2'-6"(6) #6 LONG TOP AND BOT
#6 @ 7" SHORT TOP AND BOT
F4.5C 4'-6" x PLAN x 2'-0"(6) #6 LONG TOP AND BOT
#6 @ 8" SHORT TOP AND BOT
F5.0C 5'-0" x PLAN x 2'-0"(11) #6 LONG TOP AND (6) #6 LONG BOT
#6 @ 9" SHORT TOP AND BOT
2
MARK SIZE (W x D) FTG REINF REMARKS
WALL FOOTING SCHEDULE
WF30 2'-6" x 1'-0" (3) #5 CONT BOT
CMU WALL &
REINF PER PLAN
HOOKED DOWEL, SIZE AND
SPACING TO MATCH VERTICAL
REINFORCING LAP SPLICE PER
MASONRY LAP SPLICE CHART, UNO
1/2" EXP JT MATL, TYP
EXIST SLAB
FTG PER PLAN 3" CLRT/SLAB
PER PLAN
#4 x 1'-4" @ 24" OC DRILL
& GROUT 0'-8" INTO
EXISTING SLAB
T/FTG
PER PLANSAWCUT, REMOVE & REPLACE
EXISTING SLAB AS REQUIRED
TO CONSTRUCT FOOTING &
WALL (SLAB THICKNESS TO
MATCH EXISTING)
NOTE:
REINFORCE NEW SLAB-ON-GRADE CONCRETE WITH WWR PER SLAB ON GRADE SCHEDULE
2
SLAB DEPTH (IN)
DOWEL SIZE AND SPACING
DOWEL BAR
DIAMETER (IN)
TOTAL BAR
LENGTH (IN)
BAR SPACING
(CTR - CTR) (IN)
5-6 3/4 16 12
CONSTRUCTION JOINT
EXISTING SLAB
COAT OR WRAP DOWEL TO
PREVENT BOND
SMOOTH DOWEL BAR
PER TABLE. DRILL AND
EPOXY 1/2 x BAR LENGTH
INTO EXISTING SLAB.
INSTALL AT MID-DEPTH
OF SLAB, UNO.
NEW SLAB ON GRADE
PER PLAN SEE PLANDAPPLY BOND BREAKER TO FACE
OF EXISTING SLAB PRIOR TO
PLACEMENT OF NEW SLAB
4 3/4 16 24
REINFORCING BAR LAP LENGTHS: Lt, Lc AND
DEVELOPMENT LENGTHS: Ld, Ldh, Ldt, Ldc
(INCHES)
f 'c = 3000 PSI
BAR SIZE Ld Ldh Ldt Ldc
17 9 7 #3
22 11 9 #4
28 14 11 #5
33 17 14 #6
48 20 16 #7
55 22 18 #8
62 25 20 #9
70 28 23 #10
78 31 25 #11
NOTES:
1. db = DIAMETER OF BAR BEING DEVELOPED
Lt = "CLASS B" TENSION LAP SPLICE LENGTH
Lc = COMPRESSION LAP SPLICE LENGTH
Ld = TENSION DEVELOPMENT LENGTH OF STRAIGHT BARS
Ldh= TENSION DEVELOPMENT LENGTH OF HOOKED BARS
Ldt = TENSION DEVELOPMENT LENGTH OF HEADED BARS
Ldc = COMPRESSION DEVELOPMENT LENGTH OF STRAIGHT BARS
2. TABULATED VALUES ARE CALCULATED PER THE PROVISIONS OF ACI 318
3. TABULATED VALUES ARE FOR NON-EPOXY-COATED GRADE 60 REINFORCEMENT IN NORMAL WEIGHT CONCRETE.
4. WHERE BARS OF DIFFERENT SIZES ARE LAPPED IN TENSION, THE LAP LENGTH SHALL BE THE LARGER OF Ld OF THE LARGER BAR AND Lt OF THESMALLER BAR.
5. WHERE BARS OF DIFFERENT SIZES ARE LAPPED IN COMPRESSION, THE LAP LENGTH SHALL BE THE LARGER OF Ldc OF THE LARGER BAR AND Lc OF THE SMALLER BAR.
6. TABULATED VALUES FOR Lt ASSUME THE FOLLOWING:
A) MINIMUM CLEAR SPACING BETWEEN REBAR IS THE GREATER OF THE BAR DIAMETER AND 1 INCH.
B) MINIMUM CLEAR COVER IS 3/4 INCHES OR GREATER.
C) BARS BEING SPLICED ARE NOT REQUIRED TO BE ENCLOSED WITHIN REINFORCEMENT ACTING AS CONFINEMENT TIES.
7. TABULATED VALUES FOR Ld ASSUME ONE OF THE FOLLOWING CONDITIONS IS PROVIDED; WHERE THESE CONDITIONS AREN'T ABLE TO BE MET, CONTACT ENGINEER OF RECORD FOR CONDITION SPECIFIC
VALUES:
A) BARS BEING DEVELOPED ARE ENCLOSED WITHIN REINFORCEMENT ACTING AS CONFINEMENT TIES, AND CLEAR SPACING OF BARS BEING DEVELOPED IS GREATER THAN OR EQUAL TO db, AND CLEAR
COVER TO BAR BEING DEVELOPED IS GREATER THAN OR EQUAL TO db
B) CLEAR SPACING OF BARS BEING DEVELOPED IS GREATER THAN OR EQUAL TO 2 TIMES db, AND CLEAR COVER TO BAR BEING DEVELOPED IS GREATER THAN OR EQUAL TO db
8. TABULATED VALUES FOR Ldt ARE ONLY VALID FOR NORMAL WEIGHT CONCRETE WITH CLEAR COVER NOT LESS THAN 2 TIMES db AND CLEAR SPACING NOT LESS THAN 4 TIMES db (CLEAR COVER AND
SPACING REQUIREMENTS LISTED IN THE GENERAL NOTES APPLY TO THE HEAD/ANCHOR, CLEAR COVER AND SPACING IN THIS PROVISION ARE WITH RESPECT TO THE REINFORCING ONLY)
9. LENGTHS IN THE SCHEDULE SHALL BE MULTIPLIED BY THE FOLLOWING MODIFICATION FACTORS AS FOLLOWS:
A) WHERE GRADE 75 REINFORCING IS USED, MULTIPLY THE TABLE VALUES AS FOLLOWS:
i) Lt, Ld, Ldh, Ldc x1.25
ii) Lc x1.45
iii) Ldt NOT PERMITTED
B) WHERE MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW THE BAR, ALSO REFERRED TO AS "TOP BARS" ("OTHER BARS" ARE ALL OTHER REINFORCING WHERE THIS DOES NOT APPLY)
i) Lt, Ld x1.30
ii) Lc, Ldh, Ldt, Ldc NO MODIFICATION
10. THIS TABLE IS NOT VALID FOR BUNDLED BARS.
f 'c = 4000 PSI
Ld Ldh Ldt Ldc
15 8 6
19 10 8
24 12 10
29 15 12
42 17 14
48 19 16
54 22 18
61 25 20
67 27 22
9
11
14
17
20
22
25
28
31
8
10
12
15
17
19
22
25
27
LcLt
18
29
42
55
88
107
109
126
146
16
25
36
48
76
93
95
109
127
12
15
19
23
27
30
34
39
43
LcLt
12
15
19
23
27
30
34
39
43
1. SEE GENERAL NOTES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. ALL CONCRETE IS NORMAL WEIGHT AND CEMENT IS ASTM C150 TYPE 1, UNO. DO NOT USE LIGHTWEIGHT CONCRETE UNLESS SPECIFICALLY INDICATED.
3. ACCEPTABLE CEMENT REPLACEMENT MATERIAL, WHERE PERMITTED, SHALL BE FLY ASH, ASTM C618 TYPE C OR F, UNO.
4. TARGET SLUMP SHALL BE DETERMINED BY THE CONTRACTOR AS NEEDED FOR PROPER PLACEMENT.
5. WHERE NOTED, BLENDED AGGREGATE WITH ZONE 2 COARSENESS PER ACI 302 IS MANDATORY.
6. COORDINATE LOCATIONS OF ALL POLISHED CONCRETE SLABS (WHEN USED) AND REVIEW THE CONCRETE MIX REQUIREMENTS WITH THE POLISHED CONCRETE CONTRACTOR PRIOR TO
SUBMITTAL OF CONCRETE MIXES. IF THE POLISHED CONCRETE CONTRACTOR REQUESTS TO DEVIATE FROM THE REQUIREMENTS OF THIS SCHEDULE, CONTACT THE STRUCTURAL ENGINEER TO
REVIEW THE REQUESTS PRIOR TO SUBMISSION OF THE POLISHED CONCRETE MIX(ES).
7. WHEN NOTED IN SCHEDULE, PROVIDE CRYSTALLINE WATERPROOFING ADMIXTURE (XYPEX C-500 OR EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER) AT MANUFACTURER'S
RECOMMENDED DOSAGE RATE IN CONCRETE FOR THE FOLLOWING, UNO: WATER/WASTEWATER TANKS, FLUMES, CLARIFIERS, DIGESTERS, RESERVOIRS AND WET WELLS.
CONCRETE MIX SCHEDULE
CONCRETE USAGE
28-DAY
COMPRESSIVE
STRENGTH
(PSI)
FOOTINGS 3,000
SLABS ON GRADE (6 INCHES OR LESS), TIE BEAMS
SLABS ON METAL DECK
NOTES:
MAX CEMENT
REPLACEMENT
(NOTE 3)
20%
MAXIMUM
W/CM RATIO
0.55
AIR CONTENT
(PERCENT)
0-3
MAXIMUM
AGGREGATE
SIZE (INCHES)
1.5
NOTES
4,000
4,000
20% 0.48 0-3 1
20% 0.48 0-3 1 4.0 LBS/CYD MACRO-FIBER
NOTE: EXISTING STEEL COLUMN AND SLAB ON GRADE NOT SHOWN FOR CLARITY3" CLR, TYPNEW FOOTING PER PLAN
(3) #5 x 3'-0" ADHESIVE ANCHOR (8" EMBED)
EXISTING SPREAD FOOTING
T/FTG
PER PLAN
T/EX FTG
PER PLAN
DOWEL CMU REINF
INTO EX FTG (EMBED 6")6"2
SLAB ON GRADE SCHEDULE
MARK SIZE REINFORCEMENT REMARKS
SOG4 4" 6x6-W1.4xW1.4 WWR
VAPOR PROTECTION
10 MIL VAPOR RETARDER
VAPOR PROTECTION AND SUB-BASE DETAIL
VAPOR PROTECTION
PER SCHEDULE
PLACE WWR REINFORCEMENT
2" CLEAR FROM TOP OF SLAB, UNO
SUB-BASE
6x6-W2.9xW2.9 WWRSOG6 6" 10 MIL VAPOR RETARDER
NOTES:
1. PROVIDE 6" COMPACTED DRAINAGE FILL SUB-BASE, UNO.
Project Number
CERTIFIED BY
ISSUANCE INDEX
DATE:
PROJECT PHASE:
05/20/2021
7/2/2021 5:07:02 PMS301
FOUNDATION
SCHEDULES,
SECTIONS, AND
DETAILS
2021.00173
07/02/2021
CONSTRUCTION DOCUMENTS
ARTISTIC COMPOSITE
PALLETS -PHASE 2
4518 WEST 99TH
STREET CARMEL, IN
46032
N.T.S.S301
1 COLUMN FOOTING SCHEDULE
N.T.S.S301
2 WALL FOOTING SCHEDULE
N.T.S.S301
6
TYPICAL INTERIOR CMU WALL FOOTING IN
EXISTING BUILDING
N.T.S.S301
3 TYPICAL NEW-TO-EXISTING SLAB ON GRADE JOINT
N.T.S.S301
5 CONCRETE REINFORCEMENT DEVELOPMENT LENGTH AND LAP SPLICE TABLE
N.T.S.S301
7 CONCRETE MIX SCHEDULE
N.T.S.S301
9 INTERIOR CMU WALL FOOTING IN EXISTING BUILDING
N.T.S.S301
8 SLAB-ON-GRADE SCHEDULE
NOT USED
2
REVISION SCHEDULE
NO. DESCRIPTION DATE
2 ADDENDUM 2 07/02/2021
09/16/21