HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED*
REVISIONFEE: r1S'00
LOCATION/SITE
ADDRESS:
PERMIT #
RECEIPT #
/ ¢/0 -0,S03
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION SCANNED
2300 VIRGINIA AVENUE BY
FORT PIERCE, FL 34982-5652
(772) 462-1553 St. Lucie County
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
e ��r�Tirse rrta Q i 4�l s G6!-A/4 4 x b
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: q 719
BUSINESS NAME: Vi 3
QUALIFIERS NAME: Si EI
CITY: I
PHONE
OWNER/BUILDER INFORMATION:
NAME:
CITY:
PHONE(DA
ARCHITECT/ENGINEER INFORMATION:
FAX:
sLccc / REVISluk""N
dRevise06130117
ZIP:
General Notes
A. CONCRETE & FOUNDATION DESIGN:
L ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000
PSI MINIMUM.
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM, 3 1/2" NOMINAL THICKNESS.
3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED
IN LIEU OF WELDED WIRE MESH
4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH.
5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE
60 (60 KSI MIN.) DEFORMED BARS, 93 BARS MAY BE GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL
BE 3000 PSI MIN., 2" MINIMUM. THICKNESS.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING:
OPC (PORTLAND CEMENT TYPE 1,- ASTM C 150).
AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN
3/4".
AIR ENTRAINING+/- 1%- ASTM C260.
WATER REDUCING AGENT - ASTM C 494.
CLEAN POTABLE WATER.
OTHER ADMIXTURES SHALL NOT BE PERMITTED.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185.
10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1,
2, & 3 ALONG WITH HOT WEATHER CONDITIONS
RECOMMENDATIONS.
1 L IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS,
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING,
SPALLING OR OTHER DETERIORATION.
B. MASONRY:
L CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR
2.ALL MORTAR SHALL BE OF TYPE M OR S.
TALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 318".
4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS Y-0" IN
HEIGHT.
C. ALUMINUM:
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A
MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS.
2. WHERE HICK PLATES ARE USED A MINIMUM THICKNESS OF
0.024" SHALL APPLY.
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART 1-A -
SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE
STRESS DESIGN' OR "PART 1-B - SPECIFICATIONS FOR
ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE
FACTOR DESIGN' OF THE ALUMINUM DESIGN MANUAL
PREPARED BY THE ALUMINUM ASSOCIATION,
INC. WASHINGTON D.C. THE FLORIDA BUILDING CODE 6th
EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20
ALUMINUM).
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC
SEPARATION.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS
THAN # 10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF
USING # 12 SPACING MAY BE 24" ON CENTER
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED.
Z. I"X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE
ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT & 24"
O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE
WOOD SCREW WHEN IN WOOD & 9IOX 1/2" EMBEDMENT SMS
OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL.
D. FASTENERS:
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE
300 18-8, WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE
WITH ACQ PRESSURE TREATED WOOD.
2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD
FLAT WASHERS AND NUTS.
3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL,
TAPCON,REDHEAD, DYNABOLT, PORTECT OR APPROVED
EQUAL.
4, ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE
HOT DIPPED GALVANIZED.
5, ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X
BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.).
6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF
THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO
CIRCUMSTANCES BY DRIVING WITH A HAMMER-
7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
BE APPLIED IN CONDITIONS ACCEPTABLE TO
MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE
GRADE #5 OR BETTER ZINC PLATED.
8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
FOR USE WITH ACQ PRESSURE TREATED WOOD, OR
OTHERWISE NOTED ON PLANS.
9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653
CLASS G-185.
I FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING
SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2"
UNLESS NOTED OTHER WISE.
E. REFERENCE STANDARDS:
ASTM E 119
ASTM E 1300 _
CURRENT ASCE7
CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC.
FOR ALUMINUM PART 1-A, & I-B
ASTM C94
ASTM C150
ASTM C33
ASTM C260
ASTM C494
ASTM A615
ASTM A185
FLORIDA BUILDING CODE 6th EDITION (CHAPTERS 16, 20 & 23).
F. ABBREVIATIONS:
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT
TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
I. TYP -TYPICAL
2. SIM -SIMILAR
I BON - UNLESS OTHERWISE NOTED
4. CONT - CONTINUOUS
5. VIE-- VERIFY IN FIELD
G. RESPONSIBILITY:
I. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDINANCES, ETC.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD
CONDITIONS.
3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE
'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE
CONTRACTOR-
4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED. BASED
ON INFORMATION PROVIDED BY THE CONTRACTOR AND
MANUFACTURER
S. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
LICENSED P.E. IN ACCORDANCE WITH STANDARD
ENGINEERING PRACTICES.
H. MISCELLANEOUS:
L ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF
THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
HOME.
2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th
EDITION R 4501.17IN ITS ENTIRETY.
I DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR-
4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
ENSURE BONDING AGENT IS USED FIRST.
SCREENING MATERIAL SHALL BE I8X14X0.013 OR
EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
ON DRAWING S-2.
PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE
2"X2"X0.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2.
DESIGN DATA:
1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND
GUST):
NOMINAL DESIGN WIND SPEED Vasd:
2. RISK CATEGORY:
3. WIND EXPOSURE:
4. WIND LOADS:
SCREEN ROOF:
N/A
SCREEN WALLS:
31 PSF
SOLID ROOF (SCREEN WALL):
25 PSF
COMPONENTS AND CLADDING LOAD:
N/A
SCANNED
BY
St. Lucie County
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
150 MPH
Thomas L. Hanson P.
116 MPH
FLORIDA LICENSE: 38654
B
Myron Max Neal P.E.
FLORIDA LICENSE:86663
5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013
OR EQUIVALENT DENSITY SCREEN MESH: 0.88
6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD.
300 Ib. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
8. EXISTING SLAB AND OR FOOTING MEETS THE REQUIREMENTS TO RESIST THE
UPLOADS FOR THE PROPOSED STRUCTURE.
9. SCREEN ROOF TYPE* N/A
10. SOLID ROOF TYPE; 3"X48"X0.024" ELITE EPS COMPOSITE PANEL ROOF 11b FOAM
DENSITY, FLORIDA PRODUCT APPROVAL, FL 7561.R-4.
ALUMINUM STRUCTURAL MEMBERS
HOLLOW SECTIONS
2 x 2:-------------------------------------2„ x 2" x 0.044„
2 x 3:----------2" x 3" x 0.050"
2 x 4---=------------------------------- ----- 2" x 4" x 0.050"
2 x 5:---------------------------------------2" x 5" x 0.050„
3 x 3:--------------------------------------3" x 3" x 0.125„
OPEN BACK SECTIONS
1 x 2:-------- --------------------------- 1" x 2" x 0.040„
1 x 3----------------------------------------V x 3" x 0.045"
SNAP SECTIONS
2 x 2 SMS:----------------------------------2"
x 2" x 0.045"
2 x 3 SMS-
---------------------------------2" x 3" x 0.072"
2 x 4 SMS:
-------------------------------- 2" x 4" x 0.04S"
3 x 3 SMS:---------------------------------
3" x 3" x 0.090"
SELF MATING (SMB
2 x 4 SMB:---------------------
2" x 4" x 0.044" x 0.100"
2 x S SMB:----------------------
2" x 5" x 0.050" x 0.118"
2 x 6 SMBr---------------------
2" x 6" x 0.050" x 0.120"
2 x 7 SMBr---------------------
2" x 7" x 0.057" x 0.120"
2 x 8 SMB:----------------------
2" x 8" x 0.072" x 0.224"
2 x 9 SMB:----------------------
2" x 9" x 0.072" x 0.224"
2 x 10 SMB:------------------- 2" x 10" x 0.092" x 0.374"
TUBE SECTIONS
2 x 2---------------------------------------2" x 2" x 0.090„
.+ t C�10 - oSo 3
Joel Falardeau P.E.
'FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
W ebsite-www.tbcplans.com
C.O.A.429054
DATE: 10/16/2019
DRAWN BY: BM
I REVISION: I DATE:
1110 1 I 01/14/2020 I
RO 2
IR03 I
RO 4
Job# 19_1011_214
PROJECT ADDRESS:
KELLY
4807 PALMETTO DR
FORT PIERCE, FL 34982
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
NOTES
S-1
i1
= I 3" ALUMINUM -1
o - POLY ROOF c0
I
T
-_2x7 SMB --
ATTACHED TO FASCIA I I If —�
ro
=o
3" ALUMINUM POLY ROOF ro
rn
O 1 o
I -
s
�l/
rn
o
x
M
W S-3
to
_ _ 2x6 SMB _ s i
_ _ 2x6 SMB _ _
X
to
3x3x.093
2x7 SMB
2x6 SMB
2x6 SMB
r7
r7
r7
O
0 O
o
0
X
X
X
X
X
7
j
I I
I I
it 3x3x.093
U
t t rwil
s' a.
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
oel Falardeau P.E.
LORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineerir
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
Website-w .fbcplans.com
C.OA. #29054
DATE: 10/16/2019
DRAWN BY: BM
REVISION: DATE:
RO 1 01/14/2020
RO 2
RO 3
RO 4
JECT ADDRESS:
Y
PALMETTO DR
PIERCE, FL 34982
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
FLOOR PLAN
S-2
(1)#S REBAR CONTINUOUS W/ 25"
OVERLAP AT ALL JOINTS ON 3"
CHAIRS & CENTERED
-TYPE II MONOLITHIC SLAB
MODERATE SLOPE FTG
SLOPE: 2":12" - 3":12"
NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL
BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE
SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING
OF CONCRETE.
2. THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND
COMPACTED PRIOR TO POURING OF ANY CONCRETE.
3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE.
K TYPE II MONOLITHIC SLAB FOOTING
S-3
(4)-3/8" 000NCRETE
N OTE: MINIMUM EMBEDMENT OF
SCREW WITH 2-3/4"
ANCHORS INTO CONCRETE FOOTING SHALL
EMBEDMENT (MIN BOG
-- BE 2-3/4' AT ALL POST LOCATIONS. ALL
DISTANCE=3"
SCREW LENGTHS AT POST CONNECTIONS
MIN SPACING 2")
SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE
FOOTING WHEN A PAVER DECK IS PRESENT.
(3) -1/4" 0 MACHINE
BOLTS WITH WASHERS
TOP VIEW 3"X3"POST
(MIN. EDGE DISTANCE = 3/4"
'
(SEE SHEET S-2 FOR
MIN. SPACING=3/4
SIZE)
OR (4) #14X 3/4' SMS
2"x2"x 0.125" ANGLE (EXTERNAL
EA SIDE
OR INTERNAL) OR 0.125"
(4)-3/8" 000NCRETE
RECEIVING CHANNEL
SCREW WITH 2-3/4'
- I 1" x 2" OPEN BACKANCHORED
EMBEDMENT (MIN BUG
TO CONCRETE w/ 1/4" X 3-
DISTANCE=3"
1/Z"MASONRYANCHOR-6"
MIN SPACING 2")
6'--..( MAX EACH SIDE OF POST AND
1 24" O.C. MAX
G 4
2" (min)
FRONT VIEW
NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON3/8" 0 LOT SCREW ANCHORS,
OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED.
CT1 3"X3"POST CONNECTION DETAIL
S'3 SCALE: NTS
2" x —END BEAM
(SEE SHEET 3-2 FOR SIZE)
EXISTING MASONRY
WALLGROUTED
SOLID
— — @ CONNECTION
1/4" p X 2-3/4" EMBI
MASONRYSCREW3"
END & @ 24" D.C.
2" x_"END BEAM
ATTACHED TO 1"x2' OPEN
BACK W/ (4) #10 x 2" 1"X2" OPEN BACK
THRU SCREW BOSS
NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW ,
ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT
OF MASONRY ANCHOR SCREWS.
S2 END BEAM TO HOST CT TA, 1
S'3 SCALE:Ila IL
_"X 4"X.125"ANGLE FOR ALL
NON -PLUMB OR SQUARE FASCIA
SHALL BE USED WITH SUPER
GUTTER.
OSTSTRUCTURE
BREAK FORM HEADER OR
RECEIVING CHANNEL
#10 SMS AT EACH RISER
F—FOR PAN OR#10 SMS@
8" O.C. FOR COMPOSITE PANEL
i--SOLID ROOF
\#10 SMS @ B" O.C. '
1-1/4"J
(MIN)
FOR COMPOSITE PANEL
(2) 910 SCREWS PER 12"
WIDTH CONNECTING
PAN TO HEADER (BOTTOM
OR BACK OF PAN)
2) #10 X 2" SCREWS PER 12" WIDTH CONNECTING
HEADER OR CHANNEL TO FASCIA.
51 ROOF PANEL TO FASCIA CONNECTION DETAILS
S_3
SCALE:NTS
7 OPTIONAL: 1"X2",PEN
BACKATTACHED T� HOST
W/ (1) 1/4"0 CONCRETE
SCREW ORLA (THIN 6"
OFBEAIH&@ 4"O.C.MAX
ENBEAMS
(B) -1/4" 0 CONCRETE SCREW
W/ 1-1/2" EMBEDMENT INTO
MASONRY
(1-1/2" MIN. SPACING
(6)- #14 X 3/4"SMS
ATTACHING ANGLE TO BEAM
EACH SIDE IV MIN. SPACING)
0
0
0
(B)-1/4"0MSCREWS
INTO WOOD (1"I-
MIN SPACING)
(TYP
2 LOCATIONS)
BEAM
"B"
NOTES:
2X4
1
1. THE MINIMUM EDGE
DISTANCE IS 3" FOR MASONRY
2x5
2
STRUCTURES.
2. IF A RECEIVING CHANNEL IS
2x6
2
USED, USE TWICE THE NUMBER
2X7
3
B" ANCHORS INTO THE HOST
STRUCTURE. ALL MINIMUM
2x8
3
SPACING SHALL BE APPLICABLE.
2x9
3
A BEAM TO HOST TOi
2x10
4
S-3
\ SLOPED OR FLAT
`ROOF BEAM (SEE
SHEET S-2 FOR SIZE)
\_2"X2"X 0.125"ANGLE
EA. SIDE OF BEAM
EXISTING HOST STRUCTURE
(CONCRBFE, GROUT FILLED
CMU OR WOOD)
�,xtl:evrS,z't
®�® � ID E A
® a °°U
°
.`
�5��1
6
U1
L11
s 0 .`� °' LC/ o
A n CD
° v®
A
' O
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineering
Services, Inc.
6272 AbbottStation Dr. Unit 101
Zephyrhills, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
W ebsfte-www.fbcplans.com
C.O.A.-429054
10/16/2019
Y: BM
REVISION'.~ DATE:
RO 1 01/14/2020
RO 2 {
RO 3
RO 4
Job# 19°1011_214
PROTECT ADDRESS:
PALMETTO DR
PIERCE, FL 34982
K & S INDUSTRIES, INC.
1379 SW BILTMORE ST.
PORT ST LUCIE, FL 34983
DETAILS
S-3