HomeMy WebLinkAboutREVISION For Application Building PermitOFFICE USE ONLY:
DATE FILED:
REVISION FEE: 'v 7
PERMIT # 2101-0347
RECEIF-T ,
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
LOCATION/SITE 4F UN
ADDRESS:
38 SOVEREIGN WAY, FORT PIERCE, FL 34949
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
ENGINEER SIGN OFF OF STRUCTURE SLAB
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC 1263072
BUSINESS NAME: PORT ST LUCIE PROPERTIES, INC
QUALIFIERS NAME: MARK MONTALTO
ADDRESS: 201 SW PSL BLVD SUITE 103
CITY: PORT ST LUCIE STATE: FL
PHONE (DAYTIME): 772-336-0050
OWNER/BUILDER INFORMATION:
NAME: MARK MONTALTO
ADDRESS: 201 SW PSL BLVD SUITE 103
CITY: PORT ST LUCIE
PHONE (DAYTIME: 772-336-0050
STATE: FL
ARCHITECT/ENGINEER INFORMATION:
NAME: PAUL WELCH JR
ADDRESS: 1984 SW BITMORE ST
CITY: PORT ST LUCIE
PHONE (DAYTIME): 772-785-9888
SLCCC.• 9123109
Revised 06130/17
STATE: FL
ST. LUCIE CO CERT. #: 31220
FAX:
FAX:
PAX:
ZIP: 34984
ZIP: 34984
ZIP: 34984
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: ZONEO
D-4 PREPARE SITE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT, PREPARED BY KSM ENGINEERING AND TESTING, JOB NO. 213143-b, DATED MAY 612021
GENERALNOTES
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 (LE. 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 DA
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 11 SINGLE PILES SHALL BE INSTALLED WITHIN 1V OF DESIGN LOCATION, VARIATION FROM PLUMB SHALL NOT EXCEEDV 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 INTER CONNECTION 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 FEVIEW, 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 WIC RATIO MAX. AGGREGATE
GRADE BEAMS 4"+/-1" 0.48 ASTM #57
SLABS ON GRADE 4"+/-1" 0.48 ASTM #57
COLUMNS & WALLS Y+/-1" 0,48 ASTM #57
BEAMS AND SLABS Y+/-1" 0,45 ASTM #57
TIE BMS & TIE COLS Y+/-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 0.53 MAXIMUM (NON -AIR ENTRAINED), 0.47 MAXIMUM (AIR ENTRAINED)
RC-7 FLYASH, WHEN USED, SHALL BE LIMITEDTO 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 MAYBE 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-6151GRADE 60, LATEST REVISION, WITH SUPPLEMENT (S1), MARKED "S".
RC-16 ALL SLABS ON GRADE SHALL REINFORCED WITH:
4" SLAB ON GRADE: TX61- 1 4x1.4 WELDED WIRE REINFORCEMENT (WWR) LOCATED IN THEM IDDLE 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 EXPOSEDTO 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"
#14-#18 1-112"
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 @ Y 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
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 CONCRrETE. LIMIT MAXIMUM FREE FALL DROP OF CONCRETE TO 6-0" FOR 457 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
TOP OF BEAM nC" OR "E" 110" OR "En
BOT BARS uDri BARS
SIZE TYPE SPACING
W T DEPTH ELEVATION TOP BARS BARS LEFT BARS RIGHT
GB1
24" 24" VARIES 3-96 3-#6
43 Q 12" O.C.
G132
24" 24" VARIES 3-96 3-#6
93 8" O.C.
G23
24"
24"
VARIES
3-46
346
93
Q
8" O.C.
GB4
24"
24"
VARIES
346
3-1*6
93
Q
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 C0111cTF'_-'' '.'REPORT ANY DtSCREPu°d�'lES
TO ENGINEER
rn
0.25 LN-1 GREATER OF 0,33 LN-1
rn
z
CONTINUOUS OR 0.33 LN-2 OR
"B" BARS CONTINUOUS OVER
Q
� V
IF SHOWN > CONTINUOUS IF SHOWN
GRADE BEAMS UNLESS SPLICE
rn U
REQ'D
�
T' BARS T" BARS
S' BARS
2" CLR W/ VAPOR BARRIER
3" CLR WAD VAPOR BARRIER
LN-1
BAR DESIGNATION:
/ 4T16 WHERE 4 INDICATES SIZE OF REINFORCING BAR
MIN 6"_,,- T LOCATION OF BAR (T=TOP, B=BOTTCM, M=MIDDLE;
16 INDICATES BAR SPACING IN INCHES
TYPICAL STRUCTURAL * ON
GRADE
'W BARS
TAIR
MIN 6"
LN-2
LAP SPLICE LENGTHS
BAR NO.
fc'
3
1 4
5
6
7
8
9
10
COMPRESSION LAP SPLICE
' 3000
12
15
19
23
27
1 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
LN-3
CANT
SCALE 1/2"=V-0"
REVIEWED FOR CODE
COMPLIANCE ST, LUCIE
COUNTY BOCC
2101-0347 T` _^.-: Building
Mike Halter _j "w. 1011512021
NCE
V APPROVED
❑ APPROVED AS CORRECTED
❑ REVISE AND RESUBMrT
❑ FOR YOUR INFORMATION AND USE
Q INCOMPLETE SUBMITTAL
❑ NOT APPROVED
Checking is only for conformance with the design
concept of the Project and compliance with the
information given in the Contract Documents.
Contractor is responsible for dimensions to be
confirmed and correlated at the job site; for
information that pertains solely to the fabrication
processes or to techniques of construction; and for
coordination of the work of all trades. ,�--
B7T0Y
ch rk1E
Date /Z
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
21-152
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 lo, MK
Structural Engineering. Unauthorized use will be prosecuted
pursuant to the copyright laws.
scale
AS NOTED
sheet title
STRUCTURAL
NOTES
Michael
seal/signature
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_ No. 133
MICHAEL A. KALAd IAN °
FL. REG. N13. #601 3°i
°ATE: AL G 1 2, 2021
STATE OF
N®
NAL
Registered Engineer: Michael A., Kalajian
Registered Engineer License: PE 60133
sheet number
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drawn by: NMC checked by:11AK s_
by MK Structural Engineering, LLC. all rights reserved.
WHEN PLOTTED AT FULL S17E THIS SHEET M EASU RES 24' x 36'
Vvk3;.
STRUCTURAL
ENGINEERING-
MK STRUCTURAL ENGINEERING
587 WEST EAU GALLIE BLVD
SUITE 201
A B QC Ei F G H J L MELBOURNE, FL 32935
P: 321.600.0672 OR 321.574.2702
www.mkstructural.com
20'-4„ 4,-4„ T-g„ 2'-108" 14'-58" 9'-4" 5'_2" 41-6" 10" 10' 6" Certificate of Authorization#:
ol CA 27800
project number
-
1 NED2
/� REf e
0
38 SOVEREIGN WAY
FT PIERCE, FL 32949
14"
DIA
issued for date
I
3 PERMIT SET 06/16/2021
This document is the property of MKStructural Engineering.
MK Structural Engineering retains all rights therein, including
copyrights. It is not to be reproduced or copied in whole or in
14" DIA. AUGER CAST part. It is not to be used on any other project and is to be
PILING, SEE DETAIL A/S2 �\ returned upon request. It may only be used in a manner
TYPIC-AL
consistent with MK Structural Engineering's rights while MK
Structural Engineering is providing services forthe specific
4 - - 1 OP OF P1LF_ project identified or referred to herein or extensions thereto.
It may not be used for any other purpose except with the
4 express written agreement of, and compensation to, MK
Structural Engineering. Unauthorized use will be prosecuted
° pursuant to the copyright la fs.
OEM
revisions
56 KIPS COMPRESSION,
14" DIA AUGER CAST PILE 4°
W/5,000 PSI GROUT item description
description date
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No.61 °
MICHAEL A. KALAJIAN
REGr, . NO. #n 1 3:�
E: AL n 1 2, 20210 ti
® SATE of ,°
YONAL
PILE LAYOUT PLAN
SCALE 1/4"=1'-0" Registered Engineer: Michael A. Kalajjan
Registered Engineer License: PE 60133
sheet number
S2
drawn by: NMC checked by: MAK
by MK Structural Engineering, LI C. all rights reserved.
WHEN PILOT= AT FULL S!ZF TI IIS SHEET MEASURES 24" x 36"
NDATION WORK SHALL NOT BEGIN UNTIL
kL ARCHITECTURAL DRAWINGS AND OTHER
ISTRUCTION DOCUMENTS ARE REVIEWED
-HE ENGINEER OF RECORD TO VERIFY
NDATiON DESIGN FOUNDATIONS ARE
JECT TO CHANGE: BASED ON
ERSTRUCTURE LOADS PROVIDED IN
2. VERIFY ALL WINDOW AND DOOR OPENING
LOCATIONS WITH FINAL ARCHITECTURAL PLANS
GRADE BEAM PLAN
SCALE 114"=1'-0"
STRUCTURAL
-:.m ...
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
38 SOVEREIGN WAY
FT PIERCE, FL 32949
issued for date
PERMIT SET 06/ 16/2021
This document is the property of MKStructural Engineering,
MKStructural 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 forthe 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
Al
seal/signature
_ No. 60133
MIGHAEL A. KALAJIAN °
w•.d ° FL. REG. NO. #r 601 S:� XZ
° eDATE: AL Ii 1 2, 2021
STA7E OF
YONAL
tll{4�
Registered Engineer: Michael A. Kalajian
Registered Engineer License: PE 60133
sheet number
drawn by: NMC checked by: MAK
by M K Structural Engineering, LI C. all rights reserved.
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TYPICAL SLAB DEPRESSION
SCALE 3/4"=1'-0"
TOP OF SLAB
SEE PLAN
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STRUCTURAL
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TOP OF SLAB
SEE PLAN
SCALE 3/4"=V-0"
PILE OR COLUMN SIIPPCRT
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PERMIT SET 06/ 16/2021
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MICHAEL 1, KALGJIAN
NO.6❑ 1 3 1
✓ � ^DATE: AL G 1 2, 2O210 .,y
STATE OF °
i fiLOdtID�`°•°°°o���
Registered Engineer: Michael A. Kalajian
Registered Engineer License: PE 60133
Sheet number
S4
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by MK Structural Engineering, Ll C. all rights reserved.
WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 24" x 36"