HomeMy WebLinkAboutApproved revsion ONeal Foundation Rev1 Set - 8.12.21-Signed (002)STRUCTURAL NOTES, SPECIFICATIONS AND GENERAL REQUIREMENTS
DESIGN CRITERIA
D-1 CODES: - FLORIDA BUILDING CODE 7TH EDITION (2020)
- ASCE 7-16 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"
D-2 DESIGN DEAD LOADS:
ROOF
20 PSF
8" MASONRY WALL
55 PSF
CONCRETE
150 PCF
DESIGN LIVE LOADS:
ROOF
20 PSF
RESIDENTIAL AREAS
40 PSF
D-3 SEISMIC: ZONE 0
D-4 PREPARE SITE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, PREPARED BY KSM ENGINEERING AND TESTING, JOB NO. 213143-b, DATED MAY 6, 2021.
GENERAL NOTES
G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH
WORK.
G-2 THE CONCRETE WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS THE CONTRACTOR'S RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE
CONSTRUCTION PHASE OF THIS PROJECT.
G-3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION.
G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER.
G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL
DRAWINGS (I.E. MECHANICAL, ELECTRICAL, PLUMBING, DUCTWORK, ETC.)
G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A
SEPARATE DETAIL IS SHOWN.
G-7 THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO PROVIDE ALL NECESSARY DETAILS TO CONSTRUCT A COMPLETE STRUCTURE. WHEN SPECIFIC INFORMATION IS MISSING OR IS IN
CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER.
G-8 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR LAYOUT, DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE REPRODUCTION AND USE OF CONTRACT DRAWINGS FOR ERECTION
AND SHOP DRAWINGS. USE OF CONTRACT DRAWINGS REPRODUCED IN WHOLE OR ANY PART IN SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR NOR SUBCONTRACTORS FROM THEIR
RESPONSIBILITY TO ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND INSTALL A COMPLETE STRUCTURE.
G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL
SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR REVIEW. NON-COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL.
G-10 ALL BOLTS, SCREWS, NUTS, WASHERS, NAILS & ETC. TO BE OF STAINLESS STEEL
DEEP FOUNDATIONS -AUGER CAST PILE
DF-1 AUGERCAST PILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES CONTAINED IN THE GEOTECHNICAL REPORT,
LISTED IN D-4.
DF-2 ALL PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROVIDE THE FOLLOWING SIZE AND CAPACITIES: PER REPORT PREPARED BY
KSM ENGINEERING AND TESTING, JOB NO. 213143-b, DATED MAY 6, 2021.
14" DIA. AUGER CAST PILES
56 KIPS COMPRESSION
(29 FT. LENGTH)
DF-3 PILES SHOULD BE REINFORCED AS INDICATED IN "TYPICAL AUGERCAST PILING DETAIL".
DF-4 GROUT SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS OF 4000 PSI MINIMUM. GROUT SHALL HAVE A MAXIMUM FLOW RATE OF 15 SECONDS.
SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CURED OR LAB CURED CYLINDER TESTS FOR REVIEW PRIOR TO USE.
DF-5 GROUT SHALL BE TESTED IN ACCORDANCE WITH ASTM STANDARDS UTILIZING 3"x6" CYLINDERS. TEST CYLINDERS SHALL BE MADE AND CURED IN ACCORDANCE WITH ASTM C31.
DF-6 WHEN PILES ARE IN CLUSTERS OF TWO OR MORE, INDIVIDUAL PILES SHALL BE INSTALLED WITHIN 3" OF THE DESIGN LOCATION. THE CUMULATIVE LOCATION OF THE PILE GROUP CENTER OF
GRAVITY SHALL NOT EXCEED 1\". SINGLE PILES SHALL BE INSTALLED WITHIN 1\" OF DESIGN LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED \" IN TWO FEET.
DF-7 ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTERCONNECTION BETWEEN ADJACENT PILES WHILE THE MORTAR IS
IN THE FLUID STATE.
DF-8 AN AS -BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA REGISTERED LAND SURVEYOR. PILES SHALL BE LOCATED ON THE AS -BUILT DRAWINGS HORIZONTALLY AND
VERTICALLY FROM THE COLUMN CENTERLINES. SUBMIT AS -BUILT DRAWINGS TO THE STRUCTURAL ENGINEER FOR APPROVAL.
DF-9 CONTRACTOR IS RESPONSIBLE FOR ENGINEERING COSTS ASSOCIATED WITH REDESIGNS CAUSED BY IMPROPER PILE LOCATIONS.
DF-10 WHERE THE PILE CUTOFF IS NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXCAVATION METAL SLEEVES OR CASING OF THE PROPER DIAMETER AND AT LEAST 18 INCHES IN LENGTH SHALL
BE PLACED AROUND THE PILE TOPS. (SPECIAL CONDITIONS MAY REQUIRE METAL SLEEVES OF ADDITIONAL LENGTH)
DF-11 INSTALLATION OF PILING SHALL BE MONITORED BY A LICENSED GEOTECHNICAL ENGINEER. REPORTS OF WORK SHALL BE SUBMITTED FOR REVIEW. REPORT SHALL INCLUDE PILE DEPTH, PILE
GROUT VOLUME, GROUT FACTOR, CONCRETE COVERAGE ON THE REINFORCING STEEL, GROUT DELIVERY DATES, MISCELLANEOUS OBSERVATIONS, AND OTHER INFORMATION AS REQUIRED.
REINFORCED CONCRETE
RC-1 ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318-14.
RC-2 PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE PLACED OR FRACTION THEREOF.
RC-3 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS:
GRADE BEAMS AND PILING 4000 PSI
COLUMNS AND WALLS 5000 PSI
BEAMS AND SLABS 5000 PSI
ALL OTHER CONCRETE 3000 PSI
RC-4 USE REGULAR WEIGHT CONCRETE.
RC-5 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS, WATER CEMENT RATIO & AGGREGATE REQUIREMENTS:
LOCATION SLUMP W/C RATIO MAX. AGGREGATE
GRADE BEAMS 4"+/-1" 0.48 ASTM #57
SLABS ON GRADE 4"+/-1" 0.48 ASTM #57
COLUMNS & WALLS 5"+/-1" 0.48 ASTM #57
BEAMS AND SLABS 5"+/-1" 0.45 ASTM #57
TIE BMS & TIE COL'S 5"+/-1" 0.45 ASTM #8 PEAROCK
SUBMIT DESIGN MIXES FOR APPROVAL AT LEAST ONE WEEK PRIOR TO CONCRETE POUR. DESIGN MIX SUBMITTALS MUST INDICATE PROPOSED LOCATION OR TYPE OF USE. FAILURE TO DO SO
WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS.
RC-6 MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE:
a) 3000 PSI, 28 DAY COMPRESSIVE STRENGTH; W/C RATIO 0.58 MAXIMUM (NON -AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED)
RC-7 FLYASH, WHEN USED, SHALL BE LIMITED TO 20% OF THE CEMENTITIOUS MATERIAL. DO NOT USE FOR EXPOSED SLABS
RC-8 SUBMIT COPIES OF CONCRETE MIX DESIGN TO ENGINEER FOR APPROVAL INFORMATION SHALL INCLUDE CEMENT CONTENT, WATER/CEMENT RATIO, SLUMP, ENTRAINED AIR, ADMIXTURE
CONTENT AND QUANTITY.
RC-9 ALL REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE
RC-10 THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE PERMITTED.
RC-11 ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HIGH RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO BE 4" I.D.
RC-12 A 2" I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE.
RC-14 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318 AND ACI DETAILING MANUAL, ACI-315 LATEST EDITION.
RC-15 REINFORCEMENT WITH RUST, MILL SCALE OR A COMBINATION OF BOTH SHALL BE CONSIDERED SATISFACTORY, PROVIDED THE MINIMUM DIMENSIONS (INCLUDING HEIGHT OF
DEFORMATIONS) AND WEIGHT OF A HAND -WIRE -BRUSHED TEST SPECIMEN ARE NOT LESS THAN APPLICABLE SPECIFICATION REQUIREMENTS IN THE ASTM STANDARDS REFERENCE IN ACI 318.
REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION, WITH SUPPLEMENT (S1), MARKED "S".
RC-16 ALL SLABS ON GRADE SHALL REINFORCED WITH:
4" SLAB ON GRADE: 6"X6"- 1.4x1.4 WELDED WIRE REINFORCEMENT (WWR) LOCATED IN THE MIDDLE TO UPPER PORTION OF THE SLAB. W.W.R. SHALL BE SUPPORTED WITH APPROVED
MATERIALS OR SUPPORTS NOT EXCEEDING 3 FT OR IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
RC-17 WELDED WIRE FABRIC TO COMPLY WITH ASTM A1064 SHEETS ONLY, NO ROLLS. INSTALL ON BRICKS OR BOLSTERS, AT MID -DEPTH OF THE SLAB.
RC-18 LAP CONTINUOUS REINF. AS NOTED IN LAP SPLICE SCHEDULE OR MIN 40 BAR DIA. LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT MIDSPAN UNLESS
OTHERWISE SPECIFIED.
RC-19 TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90 DEGREE HOOK (PLACED VERTICALLY) UNLESS NOTED OTHERWISE.
RC-20 PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED:
MINIMUM COVER: LOCATION AND CONDITION:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ALL BARS 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER #6 OR GREATER 2"
#5 OR SMALLER 1-1/2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
1. SLABS, WALLS, AND JOISTS #11 OR SMALLER 3/4"
#14418 1-1/2"
2. BEAMS AND COLUMNS:
(PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS) ALL BARS 1-1/2"
D. SLABS ON GRADE: SINGLE MAT, TOP 1/2 TO 1/3 OF THICKNESS
RC-21 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS
TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE. WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO #3 STIRRUPS @ 3" O.C. EACH SIDE OF PIPE, UNLESS OTHERWISE
NOTED.
RC-22 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS.
RC-23 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA IN CONJUNCTION WITH REVIEWED SHOP DRAWINGS FOR PLACEMENT OF REINFORCING.
RC-24 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS & STRIP FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY UNLESS NOTED OTHERWISE AS
HORIZONTAL STEEL.
RC-25 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT.
RC-26 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIDING THE CONSTRUCTION OF ALL FORMWORK IN ACCORDANCE WITH ACI 347.
RC-27 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP OF CONCRETE TO 6-0" FOR #57 AGGREGATE AND
8'-0" FOR #8 AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID SEGREGATION OF CONCRETE DURING PLACEMENT.
RC-28 FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH SIDE FORMS. IF SOIL MATERIAL CAN HOLD A VERTICAL SHAPE, IT CAN BE USED AS AN EARTH FORM PROVIDED
FOOTING WIDTH IS INCREASED 1" IN EACH HORIZONTAL DIRECTION. ALL SLOUGHED MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DURING PLACEMENT OF
CONCRETE.
RC-29 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 318, SECTION 20.7
GRADE BEAM SCHEDULE
MARK BEAM SIZE REINFORCEMENT STIRRUPS REMARKS
WI T
DEPTH
TOP OF BEAM
ELEVATION
TOP BARS
"C" OR "E"
BARS LEFT
"C" OR E"
BARS RIGHT
SOT BARS
uDu BARS
SIZE
TYPE
SPACING
GB1
24"
24"
VARIES
346
346
#3
12" O.C.
GB2
24"
24"
VARIES
346
346
#3
8" O.C.
GB3
24"
24"
VARIES
346
346
#3
8" O.C.
GB4
24"
24"
VARIES
346
346
#3
16" O.C.
NOTES: 1. STIRRUPS CAN BE DISCONTINUED WITHIN MIDDLE 1/3 OF SPAN
2. BEAM DEPTH IS ADJUSTABLE. SET BOTTOM OF BEAM AT A MINIMUM OF 6" BELOW GRADE. 24" MINIMUM BEAM DEPTH.
** CONTRACTOR TO VERIFY ALL BEAM SIZES PRIOR TO CONSTRUCTION REPORT ANY DISCREPANCIES TO ENGINEER
0.25 LN-1
CONTINUOUS
IF SHOWN
"T" BARS
a as 4 a
4 / "B" BARS
U)
GREATER OF 0.33 LN-1 U)
UJ
OR 0.33 LN-2 OR Q z
CONTINUOUS IF SHOWN "B" BARS CONTINUOUS OVER _J U
GRADE BEAMS UNLESS SPLICE
REQ'D H
"T" BARS
a 4 a a 4 a a a
� a 4
a 4
2" CLR W/ VAPOR BARRIER ° a a a4
3" CLR W/O VAPOR BARRIER "M" BARS a 4 a
a 4 e
LN-1
BAR DESIGNATION:
4T16 WHERE 4 INDICATES SIZE OF REINFORCING BAR MIN
MIN 6" / T LOCATION OF BAR (T=TOP, B=BOTTOM, M=MIDDLE)
16 INDICATES BAR SPACING IN INCHES
TYPICAL STRUCTURAL SLAB ON GRADE REINFORCEMENT
MIN 6"
LN-2
LAP SPLICE LENGTHS
BAR NO.
fc'
3
4
5
6
7
8
9
10
COMPRESSION LAP SPLICE
3000
12
15
19
23
27
30
34
39
CLASS A TENSION LAP SPLICE
3000
13
17
21
25
36
42
47
53
4000
11
15
18
22
32
36
41
46
5000
10
13
16
20
28
32
36
41
CLASS B TENSION LAP SPLICE
3000
16
22
27
33
47
54
61
68
4000
14
19
23
28
41
47
53
59
5000
13
17
21
25
37
42
47
53
a 4
LN-3
CANT
STRUCTURAL
-ENGINEERING-
MK STRUCTURAL ENGINEERING
587 WEST EAU GALLIE BLVD
SUITE 201
MELBOURNE, FL 32935
P: 321.600.0672 OR 321.574.2702
www.mkstructural.com
Certificate of Authorization#:
CA 27800
project number
MK21-152
O' N EAL
RESIDENCE
38 SOVEREIGN WAY
FT PIERCE, FL 32949
issued for date
PERMIT SET 06/16/2021
This document is the property of MK Structural Engineering.
MK Structural Engineering retains all rights therein, including
copyrights. It is not to be reproduced or copied in whole or in
part. It is not to be used on any other project and is to be
returned upon request. It may only be used in a manner
consistent with MK Structural Engineering's rights while MK
Structural Engineering is providing services for the specific
project identified or referred to herein or extensions thereto.
It may not be used for any other purpose except with the
express written agreement of, and compensation to, MK
Structural Engineering. Unauthorized use will be prosecuted
pursuant to the copyright laws.
scale
AS NOTED
sheet title
STRUCTURAL
NOTES
seal/signature
®a0%pII0IIpp�®®
P,RAM
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® 00 ° STATE OF
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Registered Engineer: Michael A. Kalajian
Registered Engineer License: PE 60133
sheet number
S1
SCALE 1/2"=V-0"
drawn bv: NMC checked bv: MAK
by MK Structural Engineering, LLC. all rights reserved.
WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24" x 36"
co
STRUCTURAL
ENGINEERING-
MK STRUCTURAL ENGINEERING
587 WEST EAU GALLIE BLVD
A B C T2'-
E F SUITE 201
MELBOURNE, FL 32935
P: 321.600.0672 OR 321.574.2702
www.mkstructural.com
20' 4" 4'-4" 7 _g 10$' 14'-5$" g _4" 5'-2" 4'-6" 10" 10' 6"
k TCertificate of Authorization#:
CA 27800
project number
MK21-152
O'NEAL
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FT PIERCE, FL 32949
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issued for date
PERMIT SET 06/16/2021
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MK Structural Engineering retains all rights therein, including
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copyrights. It is not to be reproduced or copied in whole or in
PILING, SEE DETAIL A/S2.
part. It is not to be used on any other project and is to be
returned upon request. It may only be used in a manner
TYPICAL
consistent with MK Structural Engineering's rights while MK
Structural Engineering is providing services for the specific
TOP OF PILE
project identified or referred to herein or extensions thereto.
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It may not be used for any other purpose except with the
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express written agreement of, and compensation to, MK
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Structural Engineering. Unauthorized use will be prosecuted
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pursuant to the copyright laws.
4
revisions
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sheet number
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drawn by: NMC checked by: MAK
by MK Structural Engineering, LLC. all rights reserved.
WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24" x 36"
04' 0"
GRADE BEAM PLAN
1NDATION WORK SHALL NOT BEGIN UNTIL
%L ARCHITECTURAL DRAWINGS AND OTHER
gSTRUCTION DOCUMENTS ARE REVIEWED
FHE ENGINEER OF RECORD TO VERIFY
1NDATION DESIGN. FOUNDATIONS ARE
3JECT TO CHANGE BASED ON
'ERSTRUCTURE LOADS PROVIDED IN
2. VERIFY ALL WINDOW AND DOOR OPENING
LOCATIONS WITH FINAL ARCHITECTURAL PLANS
SCALE: 1 /4"=1'-0"
STRUCTURAL
ENGINEERING
MK STRUCTURAL ENGINEERING
587 WEST EAU GALLIE BLVD
SUITE 201
MELBOURNE, FL 32935
P: 321.600.0672 OR 321.574.2702
www.mkstructural.com
Certificate of Authorization#:
CA 27800
project number
MK 21-152
O' N EAL
RESIDENCE
38 SOVEREIGN WAY
FT PIERCE, FL 32949
issued for date
PERMIT SET 06/16/2021
This document is the property of MK Structural Engineering.
MK Structural Engineering retains all rights therein, including
copyrights. It is not to be reproduced or copied in whole or in
part. It is not to be used on any other project and is to be
returned upon request. It may only be used in a manner
consistent with MK Structural Engineering's rights while MK
Structural Engineering is providing services for the specific
project identified or referred to herein or extensions thereto.
It may not be used for any other purpose except with the
express written agreement of, and compensation to, MK
Structural Engineering. Unauthorized use will be prosecuted
pursuant to the copyright laws.
scale
AS NOTED
sheet title
GRADE BEAM
PLAN
seal/signature
NRAM
No. 60133
MICHAEL . ALAJIAN e A
FL. REG. ND. #6013.t
-E)ATE: ALJG 1 2, 2021
® CO STATE OF �92
® ®e DNQL e®®®
Registered Engineer: Michael A. Kalajian
Registered Engineer License: PE 60133
sheet number
S3
drawn bv: NMC checked bv: MAK
by MK Structural Engineering, LLC. all rights reserved.
WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24" x 36"
CONTINUE E
LAP
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FORM AND
CURE
GRADE BEA
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STEP IN BEAM v
TYPICAL STEP IN GRADE BEAM
GARAGE GRADE BEAM
#5 AROUND
DEPRESSION
#5 Z-BAR TOP @ 12"
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DEPRESSIONmom 001F
°
6" STRUCTURAL
SLAB
All -
TYPICAL SLAB DEPRESSION
SCALE 3/4"=1'-0"
TOP OF SLAB
SEE PLAN
SCALE 3/4"=1'-0"
STRUCTURAL
SLAB
TOP OF SLAB
SEE PLAN
SCALE 3/4"=V-0"
I:e3:7\el
PILE OR COLUMN StJPPnRT
TERMINATE ALL
LONGITUDINAL RADE
BEAM REINF W/ 90°
HOOK
HOOK PILE REINF IN
TYPICAL GRADE BEAM CORNER
10" VERIFY W/
DOOR MANUF.
'*G% GARAGE GRADE BEAM
STRUCTURAL SLAB, SEE
INTERIOR GRADE BEAM
TOP OF SLAB
SEE PLAN
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SCALE 3/4"=V-0"
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SEE PLAN
SEE
SCALE 3/4"=V-0"
SCALE 3/4"=V-0"
GRADE BE
TYPICAL GRADE BEAM INTERSECTION
GRADE BEAM, SEE
EXTERIOR GRADE BEAM
STEP IN SLAB
STRUCTURAL SLAB, SEE
SCALE 3/4"=V-0"
TOP OF SLAB
SEE PLAN
J
�Q
U J
U U
U
SCALE 3/4"=V-0"
SCALE 3/4"=V-0"
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FOR ALL PILES THAT TERMINATE
IN GRADE BEAMS, HOOK PILE
REINF W/90° HOOK IN DIRECTION
OF GRADE BEAM
GRADE BEAM, SEE SCHEDULE
FOR REINF
BEAM
WIDTH
a a
a
STRUCTURALSLAB,
SEE PLAN FOR REINF
AUGER CAST PILE
TYPICAL PILE CONNECTION
STEP IN SLAB
TOP OF SLAB
SEE PLAN
J
Q
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SCALE 3/4"=V-0"
8" MAc
FORM GRADE BEAM
FROM SOIL IF
SURFACE
UNEXPOSED GRAD
SCALE 3/4"=V-0"
8" MASONRY WALL
BY OTHERS
U
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EXTERIOR GRADE BEAM
STRUCTURAL SLAB, SEE
FOUNDATION PLAN
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STRUCTURAL
�ENGINEERING—
MK STRUCTURAL ENGINEERING
587 WEST EAU GALLIE BLVD
SUITE 201
MELBOURNE, FL 32935
P: 321.600.0672 OR 321.574.2702
www.mkstructural.com
Certificate of Authorization#:
CA 27800
TOP of project number
SEE PLA MK 21-15 2
O' N EAL
RESIDENCE
38 SOVEREIGN WAY
FT PIERCE, FL 32949
SCALE 3/
issued for date
PERMIT SET 06/16/2021
This document is the property of MK Structural Engineering.
MK Structural Engineering retains all rights therein, including
copyrights. It is not to be reproduced or copied in whole or in
part. It is not to be used on any other project and is to be
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It may not be used for any other purpose except with the
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scale
AS NOTED
SCALE 3/4"=V-0" sheet title
FOUNDATION
DETAILS
seal/signature
NRAM
®®�p84�OVO4/OOp
No. 60133
e � e
MICHAEL A. KALAJIAN ° a
lJ °° FL. REG. ND. #601 3t
oDATE: ALJG 1 2, 2D211
® OO ° STATCF OF
Registered Engineer: Michael A. Kalajian
Registered Engineer License: PE 60133
sheet number
S4
drawn by: NMC checked by: MAK
by MK Structural Engineering, LLC. all rights reserved.
WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24" x 36"