HomeMy WebLinkAboutBuilding Plansi
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Buildings located by Cul de Sac center marker
-& Western chain link fence
DATE: REV SET
Project Name: TCAP 70 05/12/2019 "new"
15371 Sky King Dr. Port St. Lucie, FL 34987 05/20/2020 A
All Phases Shown
Contact: Spencer Gould
Fieldstone Construction Inc.
772-888-5481 sg.tieldstonc(c <gmail.cotn
IL
X E.Okcf, Inc.
W
rR
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u
Front
Lawn Shed
Phase 8
a
I :rl 27"I4' 16-W N
1 ong 8u'29V7.6Y W
Inm R... I \n.W IM
Long88'29'47.59"W
Iron Rod inslaikd
I Open Area
Phase A
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Garage Driveway
Phase A
(Concrete)
Car Parking /
Retaining Wall
Phase A
,'j$PW W0v
Iod 2T'14' I5.8V.N
I.ong 81r29'47.07"W
Iron Rod installed
Y E9'_,nyC
Public Taxiway
South (Back) Property Line
use
hase A
ph os "eek / Cabana \
14,
VIS
dh /
r ,8
\\\ 9 t
rc�
Wetlands
1v 2,M4.1
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Lan„ SIe'24
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a0 Site Plan Working File
Buildings located by Cul de Sac center marker
-& Western chain link fence
DATE: REV SET
Project Name: TCAP 70 05/12/2019 "new"
15371 Sky King Dr. Port St. Lucie, FL 34987 05/20/2020 A
All Phases Shown
Contact: Spencer Gould
Fieldstone Construction Inc.
772-888-5481 sg.tieldstonc(c <gmail.cotn
IL
X E.Okcf, Inc.
�
Strualurnl Engineering Consultant
1219Sc 1e10ak Laop.Wimerf=�deu,FL34787
10 407-347-01190;email=rFolwki.(gWaailsmn
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FL CAA 30621
I
P-tNGiNEERED WOOD TRUSSES
CONSTRUCTION NOTES AND SPECIFICATIONS
1. Design of metal connected roof trusses shall comply with:
onstruction Notes
lorida Building Code
7GENERAL
FPA's "National Design Specification for Stress Graded Lumber and it's Fastenings".
' t' a d start of constructionc
rior to fabr►ca ion neral Contractor shall review all project docum , p ,
ccots
russ Plate Institutes Design Specifications for Light Metal Plate Connected Roof Trusses:the
din with the work and be res onsible forn re ort an discre ancies to e
Architect rior to roc e
a d P
P Y PP Pg
- rus es an th it c nnections to ea h other shall a deli ne for the
2 Pre en ineered re -fabricated wood t s d e o c b dg
P grrors
made by anyone.
loades indicated in note 8 below by a professional engineer registered in the state of Florida.
eral Contractor shall provide all measures necessary to protect the structure and workers during
3. Signed and sealed shop drawings showing truss configuration with member sizes and connections, truss
onstruction, including adequate bracing of structural members, walls and other non-structural elements
layout with piece marks, required truss to truss connections, design loads, duration factors and erection
to withstand construction loads including wind.
details must be submitted for review prior to fabrication. If required, submit copies to the building
3. The General Contractor shall protect all existing facilities, structures and utility lines from damage during
pdepartment at time of permitting.
construction.
4. Pre -fabricated wood trusses shall be fabricated from Southern Pine (SPiB) kiln dried #2 or better for chords
4. No structural member shall be cut, notched or otherwise reduced in size or strength without prior approval
and #3 grade or better for webs.
in writing from the Architect.
5. No wane, skips or other defects shall be connected with one required each side of truss.
5. All details and sections on the Drawings are intended to be typical and shall be construed to apply to
6. Number of panels and direction of web members to suit continuous or simple span truss design requirements.
h project except where a separate de tail is shown.
any similar situation elsewhere on the p of pSee
Structural and Architectural Drawings for outline shape and any special conditions !locations of panel
6. The intention of the Plans and Specifications is to provide all necessary details to construct a complete
points. Note bearing wall locations at all balconies and porches.
' t a
structure. When specific information is missing or is incontl►c , the General oral Contractor shall use a similar
7. Permanent truss bracing or bridging members shall be 2„ x 4 minimum southern pine with minimum locations
detail and/or the more costly item of conflict. The conflicts shall be brought to the attention of the Architect
ias noted on plans. Additional bracing required to strengthen truss components should be noted on the
in writing,
I erection drawings in accordance with truss manufacture's recommendations.
8. Handling, erection and bracing of wood trusses shall be in accordance with the Truss Plate Institute,
Shallow Foundations
latest edition, and as noted below.
9. Provide bracing& bridging per HIB-91 and truss manufacturing drawings.
1. Soil shall be stripped, compacted and tested in accordance with the recommendations of ASTM D-1557.
Contractor shall verify adequate soil conditions before commencing work (2,500 PSF minimum bering capacity
E ESIGN NOTES
required)
2. Center all fottings under their respective columns or walls, unless otherwise shown on plans. Maximum misplacement
1. Livle Loads
or eccentricity shall be 2". Tolerance for miss location of column dowels or anchor bolts to be per ACI or AISC standards.
Floor = 40 psf
3. Horizontal Joints in footings shall not be permitted
Roof = 40 psf
4. Where vertical construction joints occur in continuous footings, provide a minimum continuous 2" by 4" keyway across joint.
2. Dead Loads
5. The General Contractor shall notify the Architect if soil conditions are uncovered that prevent the required soil bearing
pressure from being obtained.
Roof = 20 psf 0
6. Coordinate plumbing lines with the footing locations to avoid interference. Individual footings shall be lowered and wall
footing stepped (with the prior written approval of the Architect) to avoid such interference.
3. Wind Loads:
7 Excavating under or near in -place footings or foundations which disturbs the compacted soil beneath shall not be permitted.
Wind loads are based on the requirements of Chapter 16 of the 2017
Florida Building Code, 6thEdition and ASCE7-10
a) Risk Category tbd
REINFORCED CONCRETE
b) Ultimate Wind Speed = 165?
c)I ASD Wind Speed = ?
1. All concrete design and placement shall be in strict accordance with the ACI "Building Code Requirements for Reinforced
_df Exposure Category "C"
Concrete", ACI 318 latest edition.
e)'' Ave. Horizontal Design Wind Pressure = tbd psf (ult.), tbd psf (ASD)
2. Structural concrete shall conform to ACi 301 specifications and develop a minimum compressive strength of 3,500 psi
I) Component & Cladding ASD Design wind pressures +tbd psf; -tbd psf
(ICF walls) at 28 days.
(worst case horizontal pressures)
3. Use regular weight concrete for all structural members, minimum of 140 pcf.
_ 4. Aggregates shall be clean and well graded and sized as follows. Concrete mixes shall be designed for the following slumps:
STRUCTURAL STEEL
Location Slump Aggregate Size
Pumped Structural Concrete 5" 1" - ASTM #57
1. Fabrication and erection of structural steel shall conform to the AISC "Manual of Steel Construction"
Masonry Fill 8" 1"- ASTM #89 Pearock
ninth edition and the AISC "Specification for Structural Steel Buildings" most recently adopted edition.
5. Consolidate all concrete with a vibrator. The use of jitterbugs to consolidate concrete shall not be permitted.
2. All structural and miscellaneous steel shall conform to ASTM A-36 with minimum yield strength of 36 ksi.
6. All pumped concrete shall contain a high range water reducing agent (HRWR). Minimum size of discharge shall be 4" for #57
and 2" for #89 aggregate.
3. All high - strength bolts shall meet the requirements of the "Specification for Structural Joints using
7. Chamfer all exposed edges'/4" unless noted otherwise on the Drawings.
ASTM A325 or A490 Bolts".
8. All reinforcing steel shall be detailed, fabricated and installed in accordance with ACI 318 and ACI detailing Manual of Standard
Practice, ACI 315, latest edition
9. Reinforcing steel shall be new deformed bars, free from rust, scale and oil conforming to ASTM A-615, Grade 40. with a minimum
4. Unless noted otherwise, all bolts shall be 0 A-325 and shall be bearing type connections.
yield strength of 40,000 psi.
5. All bolts cast into concrete shall conform to ASTM A-36 or A-307
10. Welded wire fabric shall conform to ASTM A-185.
11. Concrete reinforcing fibers may be used in lieu of specified welded wire fabric where noted on drawings or in any slab to be covered
6. All shop and field welding shall be done by currently certified welders in accordance with
with architectural finishes. Fibers shall be manufactured by Fiber mesh or Grace Products, no substitutes.
AWS "Structural Welding Code", latest edition.
12. Lap continuous reinforced 48 bar diameters or as noted otherwise. Lap continuous beam bottom steel over supports and continuous
top steel at mid -span, unless otherwise directed on the Drawings.
13. Terminate all discontinuous top bars with standard 90-degree hook (placed vertically) unless otherwise noted on the Drawings.
7. Use E70XX Electrodes for all welding, unless noted otherwise. (Grind all exposed welds smooth)
(Min 12" excluding bend)
8. Pipe columns shall conform to ASTM A-501 or A53, types E or S, grade B,
14. Provide the following concrete coverage over reinforcing:
with a minimum yield strength of 36 ksi.
Footings Bottom and unformed edges 3" clear
9. Tube columns shall conform to ASTM A-500 grade B with a minimum yield stress of 42 ksi.
,1; ,
Top 2" clear
Beams and Columns Ties '/a"clear
10. 2" X 20 gage composite metal deck with 3" of normal weight concrete & 6x6x10/10
or 6x6xW1.4x1.4. Welded wire mesh at middle of concrete - Typ.
Slabs Single Mat, U.N.Q. Centered
ll. 6" core ICF I1" total width 16" height blocks
Double mat, interior 3/4" clear
#5's @, 30" O.C. Vert & #3's @ 32" O.C. Horiz, except at openings
Double mat, exterior 1-1/211dear
Walls As Noted, but not less than 1-1/2" clean
Metal Decking
15. Sleeve all penetrations through beams and slabs individually. Core drilling will not be permitted. -Submit location and size of sleeves
1. All steel metal deck to be galvanized steel as shown on the plans and in accordance with
through beams to Architect for review prior to casting concrete.
SDI Composite Deck Design Handbook with minimum yield stress of 40 ksi,
16. No reinforcing bars shall be cut to accommodate the installation of anchors, embeds or other items.
17. Use the Structural Drawings (including revisions and addenda) in conjunction with reviewed Shop Drawings for placement of reinforcing.
Elevator
18. At changes in direction of concrete walls, beams and strip footings, provide corner bars of same size and quantity (U.N.O.) as the
horizontal steel. Refer to typical detail.
1. Elevator is not installed or permitted as part of phase A construction.
19. All embedded items shall be secured tied in place prior to concrete placement.
20. Rebar Splices 12" overlap, use one rebar tie or zip tie on each end of spice.
2�
Elevator Shaft, Hard points (for rails), electrical conduit, drywall & doors
is part of phase A construction
WOOD FRAMING
3.
Wood floor system placed on both floors flush with existing floor,
1. All wood construction and connections shall conform to AITC "American Institute of Timber Construction" manual, and the
installed with screws only as part of phase A construction
"National Design Specifications for Wood Construction", and the most current adopted edition of the Florida Building Code
- Chapter 23.
0
2. All member sizes are to be as shown on Drawings and provide the following minimum properties:
Water
Proofing & Vapor Barriers
Member Species Fb(psi) E(ksi)
1
AS
rM E1745 Or ASTM E1993 compliant vapor barrier Shall be installed
Post SYP #2 1200
fors
the Ist floor living & Garage before the slab is poured.
Beams SYP #2 1200
Joist SYP #2 1200
2
General
wall'sections made out of ICF (Insulated Concrete Forms),
Studs SYP #2 1050
per-FL4636
& ASTM
E2634 serve as the wall Vapor Barrier
Other SPF 875
3
Openings
in the ICF wall assemblies for doors and windows Shall be flashed
q R
3. All wood in contact with concrete or masonry shall be pressure treated.
with
a Fluid Applied Monolithic system on all sides of the opening bucks.
"
4. All bolts for bolted connections shall conform to ASTM A307. Use washers between wood and bolt heads and nuts. FI shmm Open
g Shall cover 8.00 Mof an openg, outside of the wall &
5. All metal wood connectors shall be manufactured by Simpson Strong Time Co. (or approved equal) and shall be galvanized. full length inside the Pressure treated buck opening.
6. All Joists shall be laterally supported at ends by solid blocking.
7. Stud walls shaft be 2 x 4 s at 16 O.C. Min. Provide mid span blocking U.N.O. 4 Ex osed /external cupola walls &window openings Shall be coated &flashed
8. Unless noted otherwise on plans, provide double studs at all ,jams of openings up to 6'-0:, Use triple studs for openings wf h a Fluid Applied Monolithic System. Flashing Shall cover the full length of
greater than 6'-0" and less than 10'-0". the window opening.
9. Where beams or columns are formed of 2 or more members they shall be full length and fastened together per the Florida
Building Code. 5 Flu�d Applied Specification: Poly -Wall Blue Barrier 2100 (Trowel Grade) Shall be
10. Exterior walls shall have %:" or better Advantech CDX plywood nailed per plan. applied to any cracks and gaps & Blue Barrier 2400 (Roller Grade),
11. Roof plywood shall be 3/4" Advantech or CDX plywood nailed per plan.
6 Self -adhered high temperature roof underlayment meeting ASTM D1970 &
AS*M D5147 Shall be installed for roof water proofing.
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This item has been electronically
signed and sealed by Robert F.
Oleck h.D. i i P ,Pf using a Digital
Signature and date.Printe
d
copies of this document are not
considered signed and sealed
and the signature must be
verified on any electronic copies.
Digitally signed by Robert F
Oleck
cn=Robert F Oleck,
o=R.F.Oleck,lnc., ou,
email=rfoleckinc@gmail.com,
c=s
Date: 2020.05.21 10:22:41-04'00'
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC 5 vt/74�0
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Structural Engineer
Notes:
All dimensions are to ICF & or wall framing
{x.xx} = Vertical distance from Datum 1
MCxx = Square CMU Masonary Column, Size
ICE" (Insulated Concrete Form), 6" Core, 2.5" EPS foam, 11.00" Total Width
Concrete: per structural notes sheet 2
All lintels in Exterior ICF walls shall be 6" thick by 16" deep with 145 top and
145 bottom unless noted otherwise on the plan, refer- to Typical Lintel Detail and
Table on Sheet 14
4- #5 Vert & #3 (loop Tics at 12" o.c. Typ. all 12"x 12" & 16"xl6" CMU Columns
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8" min foam removed
from muter wall in this
area for precast lintel
`9 beam loading
1 Office
8" min foam reamed
from inner wall in this
area for floor heam Ina
8" min foam removed from outter wall in this
area t for precast lintel Ircam loading
14' 8"
4'-8"
12'-10"
5'-4"
Card Room
5'-11!4"
Elevator
Rough in only
Removable
Floor Installed
6 6 1/2" +—
Bathroom 3 4'-2 1/2Elevator
" u'
° Mechanical
OHVAC #2
3080 3 880R
R 2068L
Mudroom
11'-01/2"
4'-0"
Precast Lintel
6
12' 8"
Precast Lintel
20'-8"
Lanai` ul
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20' 0"
03 hoop Tics at 12" o.c.
'.2" CMt[ Columns
10.00" Daluml
3 Hoop lies al 12" ox.
2" CNIfI Columns
Bar
14'-0"
308OR
oral,
TA"
ver Entry
tit viran ed from outtcr
area for precast lintel
tg
12'-8"
"te-Cochere
11'-4"
1a•-o"
'cast Lintel x2
15'-4"
.50'-0"
35'-4"
4'-8"
Precast Lintel
13'_4"
Precast Lintel
MC16 Nit16
NICI6
14'-0"
{-3 2"
0
5'-4" 4'-0"
3'-8 112"
26'-8"
vosi��•A'""-""��q� This item has been electronically
+�a��' �rr•_r0(�.r4rr signed and sealed by Robert F.
oleck, Ph.D.,PE using a Digital
Signature and date. Printed
* tF' copies of this document are not
considered signed and sealed
r and the signature must be
� `cill, verified on any electronic copies-
13'-4"
Precast Hotel
-IIf.S„'•; Digitally signed by
4' \1C1fi v Robert F Oleck
B"
co A DN: cn=Robert F Oleck, '
-9.62"1 3068 {-9.62"I6-8" —
T o=R.F.Oleck,lnc., ou,
email=rfoleckinc@gmail.
12'-10"
8" min foam removedcoca, c=USmovcA ;�
from pre o wall in This Date: 2020.05.21
area for precast lintel •
beam loading
10:23:30-04'00'
Garagc
Floor Slope 1/8" : P
3068 L
Safe Room Storage
a
MC8X !fi \t®16
8" min roam removed
from outtcr wall in this I
area for precast lintefi—
beam loading x
{-10.25'
5._4"
HVAC Pad
4._8.,
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13'-4"
Precast Lintel
14'-0"
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REVIEWED FOR
CODE COMPLIANCE
ST. LU°CIE COUNTY
BOCC
Ist floor under air 1,815.9 sqft
Bedroom 4
207.5
Office
171.7
1st floor bathroom 3
55.1
Elevator mechanical room
25.9
Elevator
26.9
Ist floor living
682.4
stair case base
281.8
lower entry
103.1
Mud Room
70.0
Card room
144.4
Safe room
47.2
Ist floor non AC
1,020.9 sgft
Garage
988.7
Storage
32.3
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Page: 3
Scale:
1' =
1 /4" (1:48)
o M
Votes:
All dimensions are to ICF & or wall framing
zx.xx} = Vertical distance from Datum 2
PT =Pass thruough, made from2" Sch 20 PVC, install before concrete
MCxx = Square CMU Masonary Column, Size
WC = Wood Column,Size
ICF (Insulated Concrete Form), 6" Core, 2.5" EPS foam, 11.00" Total Width
Concrete: per structural notes sheet 2
All lintels in Exterior ICF walls shall be 6" thick by 16" deep with 145 top and
145 bottom unless noted otherwise on the plan, refer to Typical Lintel Detail and
Table on Sheet 14
This item has been electronically
signed and sealed by Robert F.
Oleck, Ph.D.,PE using a Digital
Signature and date. Printed
copies of this document are not
considered signed and sealed
and the signature must be
verified on any electronic copies.
Digitally signed by Robert
F Oleck
N: cn=Robert F Oleck,
R.F.Oleck,lnc., ou,
mail=rfoleckinc@gmail.c
m, c=US
Date: 2020.05.21 10:24:23
REVIEWED FOO
CODE COMPL''
ST. LUCIE CO
B®CC
2nd floor under air (Usable) 2,568.9 sgft
Master Bed
262.7
Master Bath
252.6
Master Closet(s)
153.3
Library
202.1
Entry
96.8
Family Room
436.3
Dining
171.9
Kitchen
294.9
Laundry
115.0
HVAC 1
26.3
Bedroom 2
197.2
Bedroom 3
190.5
2nd floor common bathroom 2
73.3
2nd floor hallway
53.2
2nd floor stair landing
42.7
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Notes:
Master Height Datum = 1st floor finished concrete slab elevation
Ref: Master Height Datum = 48.00" above street pin
House Footers top-16.00" from Master Height Datum unless noted
Retaining Wall Footers top-72.00" from Master Height Datum
Block Course Footer: Thickness 8", 2' Wide
MC = Masonary Column
Centeral 8 MC Svmetric about house center Datum
10'-0"
11
II
I I See Car parking
I I Retaining Wall print
II
• 7'-10" 9'-6" 7T-10" 10'-0" 3'-6" �-- 9-2" 3' 6" I
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f a'fi" Square fnotina X q•6•• z 9.2" tirotins
_ _ T — J I I I 16" deep with 5-#5's each S 211'111^
r— 1-:7f0C 1— — — — I — — — — — — — _ — �O — — — I direction at 3" above 1G' deep with 5-#5's Short side W 23'10" — — — o — tt t — I—i'
t I 10-#5's Long side at 3' abose 1-72.00 t — — — — I
compacted soil compacted soil I I r— — — — — — — — — — — — —1
I Lanai `��,ti►rtlr/ltf�,i, This item has been electronically
I I I 1 I s 17' I" s n' I" I I v ?i��� signed and sealed by Robert F.
s0 %49'7" N\' 237' I - ""• 'C-
9'-0" Iz'-6"I I Nam) 11'-2• r 41eck, Ph.D:,PE using a Digital
I l 7 a Ir — — — 16.00" — — — — �' I ( I Signature and date. Printed
I s 14' I r )14'1 {- } copies of this document are not
e'7" j — — — — — — — — — —considered signed and sealed
N*and the signature must be
S 12'S-3/S" S 12' S-3t8" / ••�+.«'•,verified on any electronic copies.
\ OT li 7' 1-3;8" W' 7' 13/8"/ {-16.00 } r�'I�- AL
I IYI I I I I 00" t16.------ /
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I {-16.00"} I I {-12.00"} Digitally signed by Robert F
LL -- _- JJ
1 1 ;t L J L OlveI ck
I Xb {-4.00"} 4'fi"SquarefoatingsX 16.00" DI` : Cn—Robert F 01eck
16" deep with -5-#5's each {- }
I L — ,� #5's at 12" ox. both directions r —I
in foundation at 3" above direction a of above
S 2'3" L — —� I compacted soil 'mat • it
21' 6 1i2" ��
S 2-3", L _r o=R.F.Oleck,lnc., ou,
lot House Center D tom email=rfoleckinc@gmail.com,
4' 6"
I�rl I — C=US
I
,,,',,, I 4'-6" Internal ('olmnn footings Garage
2'-8" Sy metric Left to Right about - - Date: 2020.05.21 10:25:07 -04'0
I N Center Datum O
F
2'-6" Square by 12" Thick sL`
1 — J I fooling for Parallam Post Above • -3 "'"
Sec Isl Door plan �
w
I I 1-4.)0"1 4'-3" 1-16.00111
I I r l 4'6" Squar footings X r
iv v L J 16" deep with 545's each L J r, o
I direction at f above
rnmpaetedsou {-12A011} L J v
I I ti6
2 6'
I ( ❑ r � r -1
All Exterior \Nall footings to be 2'-6" � L J o L J
l C l wide by 12" thick with 3-#5's r-i r"i
I I cmdinous long direction and #5's Staircase rooters
.. at same spacing as ICI' wall reinforcing 16" X 16"- 12" Deep L J L J
4, I short direction at 3" above compacted soil 2-45's each tva) tt t-4.00"}
❑ 7 Places {-4.00 } i
I YIL--TJ74.00"I
laces ZAll Exterior Wall footings to be T-6" wide by 12" thick with 3-#5's
4'6" x 6'0" footings X continous long direction and 95's at same spacing as ICF wall reinforcing
4•-6" 16" deep with 5-#5's Short sid • 3, 6' short direction at 3" above compacted soil
I I 7-#5's Lmtg side at 3" abocc 16.00't
2'-6' compacted soil{- }
❑T r'---------------t—I L-------- ---- I r--—i-16_o0"}--------I1—r{--16.00'�L — — — — — {-16_003— NIc I X 19'9" X 19'9" Ic I I o) r - — — —" {-16.00— — — — —
O t: 5'7" W FT C O—
N21.15'-0" 4 I^I I^I l�l vzrr"
li 39'9" I I I` -I 11 141 I I ��: ,5•y
li 25't " 'n
HVAC Pad
------ ----- --j I I L---------1-1-----
-16.00") — — — — 1-16.00"}� y25.v.. 2�.v„ { 16.O0"}— { 6. " M
— — — — — — — — —L J
tS 5.7., W5.7.. X25'9
E 25-9] TO" + T-6"
14'-0"
[dIM
3'6" Square footings R
16" deep with 445's each
direction at 3" abocc
compacted soil
� r `° O
J L
1 P-2"
20'-2" —
14'-0"
Porte-Cochere
\ I -
3%" Square footings X
16" deep with 4451s each
direction at 3" above
compacted soil
Typ all corner columns -
14'-0'
4'6" Square footings X
16" deep wish 545's each
direction at 3" above
compacted soil
7'yp all Garage Columns
$v
REVIEWED
CODE COMPLIANC :.;
ST. L 1,
GU
39'9"
3'6" Square footings X
16" deep with 4 #i's each
direction at 1" above
compacted soil
Typ all corner columns
a �� �E7 ;rr ,
i
W �!
ac
N N
ev
p �
r1-
00
ON
1t
�
a
a�
a
'
l�
^
+
FW1
z
= to
V
y 00
c
•�
7a
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a�
M
H
age: 5
Scale:
1' = 1/4" (1:48)
dotes•
1) Only 1st course shown for block width and type, see sections page for stack details
2) foundation outside features are on a standard 8" CMU grid.
3
bD 4
a to
:v
r
All A14
10'-8"
Blacks drawn to scale
=12x16x8CMU
-- 12 x 8 x 8 CMU "Half block"
= 8 x 16.x 8 CMU "standard" -
= 16 x 16 x 8 CMU "square"
=12 x 12 x 8 CMU "square"
= 8 x 8 x 8 CMU "half Block"
'
y
=8X8x8Ct1U"45deg"
c
S 3,0"
4
a
TF
13'-4"
Precast Lintel
81016-I B&• I T Casl Crete
1 Precast Lintel -Typ.
14'41
Steel Decking & Concrete
Open • t • 1
" CMU Retainhuy Wall
11 �rvt yr y ♦♦ ♦ A ♦rr li rir rn
wN c)u w.i a fx {r rrr
r q...r. . cr, n....•.. .v......uvr ...+.cwr. nucur
/ _ 1ITLY Wall
.......
JA i
14'_0"
IA
6'-0"
rt
ConcreteI? Steel Decking &
Open Below
F 111'4" CMU Retaining Wall
10
A
-H
T1%
14' 7-1/4"
10'4"
S I I' 8-V2"
12'-0
13.-4" - m
Precast Lintel -FI\ Retaining Wall
A13 ' Stair
? X 20 Rage composite metal deck with
3 of normal weight concrete &.6x6x 10/11)
or 6x6xW L4x1A. Welded wire mesh at
middle or concrete - Tvp.
Steel Decking & Concrete
Open Below
CMU Retaining Wall S25'0"
:. W 25'0"
Lanai
W 10'4"
S 14' 7"1/4" ..,
li 10 4
S 11' 8-U2A2
Im
M
S NOW'
w 24'4
S 16.41,
ss za'1
U Retai ing Wall 1
Garage
t:6.4" IN 6'4"
Lower
Entry A l A Z
zs..
z5'a zsn" w 25'0"
m18'-8" ..._._......._,_. 14,_0„
1
12._8" 6-0„ 4,_0„ 4,4.
Porte-Cochere
See Car parking
Retaining Wall print
— 12-8" —
Precast Lintel
— 11 -4' —
A14
:b —�
A14
20'4" 1
REVIEWED FOR
CODE COMPLIANCE
ST."LUCIE COUNTY
BOCC
211';
FILE DIP)
Q .3 w J�tage&
v 4 w
U1
uy{e{CC.� Cy
C v Sl Y�K9P�03�
AR
C
y^. �a�GsaF?fa�cR
j,
0
N
� N
Q
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V
1.0
^
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C
•�
is
o � n
a1
M
to
.
Z
v
C
Page: 6
Scale:
V =
1 /4" (1:48)
Notes:
1) Wall Rebar 5/8" "#5" 60 KSI unless specified
2) Concrete 4,000 PSI "pump mix" 3/4 Aggregate
3) (-x.xxI elevation below finished floor.
—FZ -0
Al
Lower level living
12" CMU bottom
8" CMU ledger top
Pour CMU cells same time as slab
s
AZ5
Inerior Column
Main Lower Floor
12" CMU (square)
545 Vert. Fotting 'Powels
Lap splice to CMU Column
Vert. rebars - See Foundation
plan for footing sizes & reinforcing
M3 ----
1/-+
#5 Vert. rebar @, 16" O.C. for
walls 6 It high in tilled cells
24" dowels into footing & slab
on grade
Provide Temporary CMU Wall
Bracing when Backfilling until
Top Slab is poured
Decking Pest ontc
Stem / Retaining
I
A3
Lower level living / Deck
South Walt
IT' CMU 8 courses
Pour cells to the top of the 8th course
Coat back site with water proofing
Back fill and compact.
8" CMU Ledger top course
Pour cell same time as slab
#5 Vert. rebar @ 24" D.C. in filled cells
- 24" long dowels into footing & slab on grade
Provide Temporary CMU Wall Bracing when
Backfilling until Top Slab is poured
Lanai / Deck
South Wall
8" CMU 7 courses
#5 Vert Rebar @ 16" O.C.
in filled cells - 24" dowels into
footing & slab on grade
Provide Temporary CMU Wall Bracing when
Backfilling until TopSlab is, poured
2- #5 Right-angle standard
dowel's - 24" X 24"extended into
slab on grade and into CMU column
-245 Vert. Rebar in 16" CMU column
dowel into footing
Incrior Colunm
Main Lower Floor to Garage
12" CMU (square)
545 Vert. Fotting Dowels -
Lap splice to CMU Column _ -_ -_ - ` T 0° `
® O F
Vert. reb rs -'_See Foundation
plan for rooting sizes & reinforcing ---- -- -
2'-6"
4._60 A 11
Al
Exterior Column 8" CMU with #5 Vert. rebar
on Stem / Retaining Wall @ 16" O.C. in filled cells
16" CMU (square) 8 courses 24" dowels into slab on
Pour cells to the top of the 8th course grade: 8" dowel into footing.
Coat back site with water proofing Rebar connected to
Back fill and compact. top concrete deck
Provide Temporary CMU Wall Coat back site with water proofing
Bracing when Backfilling until Back fill and compact.
Top Slab is poured Provide Temporary CMU Wall
Bracing when Backfilling until
Top Slab is poured
4" steel "L"
1 /4" wall
1 /2" stud &
ancor bolt
Sloping
Garage
Floor
6/12
6" Thick. with
co #5's at 12" O.C.
NT A7
- - - - - - - each way
I st floor to garage /
_ - _ _ _ _ - footer Elevator pit detail
-- --_-- 8" CMU ledger top
- - - - - - 8," CMU bottom
----- Pour CMU cells same time as slab
- - - - - - Footing 12" Wide X 10" Thick 4 sides
------ 3-#5'sCont.
A
Garage / Deck
South Wall
1.2" CMU 7 courses
Pour cells to the top of the 7th course
Coat back site with water proofing
Back fill and compact.
8 CMU Square 8th course "garage slab rest"
12" CMU 9th top course
Pour 8th & 9th same time as slab
#5 Vert. rebar @ 24" O.G. in filled cells 24"
dowels into footing & slab on grade
Provide Temporary CMUWall Bracing when
Backfilling until Top Slab is poured
Precast Concrete
L1
►ar Block
iling
Al2 A13
8" CMU with #5 Vert. rebar
@ 16" O.C. in filled cells
- 24" dowels into slab on
grade: 8" dowel into footing.
Rebar connected to
top concrete deck
Wall above per floor plans REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
fLE COPY
bay
t�-
�a
�
w
h
E
wz,
"a
•P
V
V
is
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O
o V,
EA
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•O
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p � N
�i
U
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M
r�—I
Cn
Cd
N
Q
a
b!}
W
O
C�
7�
Scale:
1" = 1/27 (1
A
All
Steel Decking & Concrete
Open Below
See Main house plans for this area
18'-0"
C3
I i
fdlfol➢
All
Car Parking
Compacted Fill under Slab
All
IC4
Sloping Fill / Crass on top
42' 2"
3.-6.1 15'-10" 3'-6"
15'-10" 3'-T
--—— — — — — —— I----7-1------------------T1
---- {-72A0"} -- a---- L J—=------(-72.U0"; ------ L
`,111 Ezterim" 1:'all footings to be 2'-6"
icicle be 12" thick wilh 3-#5's
continous Inn„ direction and #5's
at same spacing as IC1� wall reinforcing
short direction at 3" above compacted soil
'I'}p All relainiug wall footers
�I
�I
Footer
3'6" Square footings X
16" deep with 4-#5'% each
direction at 3" above
compacted soil // 72.001
I Np lit retaining wall Columns l-
-----------------------------------------
-----------------------------------------
r-------------------------------------
---
----------------------------------------
----------------------------------------
---------------------------------
-------
----------------------------------
------
----------------------------------------
----------------
- --
—— — — —— — ——-2'-6"t
Section C1 Section C2
ng & Concrete
nv
ouse plans for this area
n
b
M
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
Ji'��f''-• .i YSf
G
Y
w`=
t�
OQ
ON
CCi
.°?
E
a
U
u
�
r
QI
i.�
V]
CC
O
ace
F"'
F�1
U
Wtt
7
�
V
rLt
x 'a
f
1�t
C�
M
tl7
M
bA
cti
ct
A-,
ct
9
Page: 8
View C4 View C1
Scale:
1' = 1/4" (1:48)
Notes:
PC = Pipe Column
MC = Masonary Column
PL = Plumbing pass through
EL = Electrical pass through
J = Open web Joist 2x4 construction
T=TJ1
1, = LVI.
J2 Floor 2 Iz
Floor 1
42 S)P 200"
I;se Simpson
LUS210 to altach to IA INL's
re Treated
I:se 1/4 x 3-114"
n Screws into CNH
Mil"
Csc Simpson LUS210
Phase A
Elevator Shaft Floor Details
7'-4114'.
cantilever
Top Stair
Ron
One 1/2"0 Masonary expansion bolt
with fender washer through center of I.wl.
into masonary column for retcntioo
Lach column connection
14'-0"
13 4
Precast Lintel
81-16 113&Il Cast Crcic
Precast Lintel- Typ.
Steel Decking & Concrete
Open Below
Simpson
IIUC 612
Simpson fit 2X6
'fyp All Single l2
14'-8"
Bracket)
FG01 /06
Elevator
iv Rough in only
T Removable
1/ Floor Installed
112 12 12 12 12 12 12 12 12 12 2X 2 12 2 12 12 12 1
.12 .12
Ref FG
5'-11/2" T-91/2"
Simpson
IIUC 612 Elevator
ail Simpson
Rardpnint MBILt5.5017.25
,i ll1IIt, ISI
— 16'-101-14"
12'-8 1/2" T 6 3/4"
L1 lu^ Ltl.)
Beam (14" 1.
S5
'SI
18" deep Open
Rrb Ream
EL
Stairwav
Open to I
Stairway
Open to I
18'-8"
T-4'
LG
Hl C410
Simpson
IR;I*M5.25 SDS
IIII Simpson
1{i 11 G l t15.25-SUS
Et IlII1II
III Simpson
I �• HUC: 212-2
1
cantilever
_ T-4" -
78'-0"
so'-0"
11'-4"
3'-4"
12'-0"
fElS•9
12 g
1 recast lintel
• 4 g
1 recast lintel
Prcr. tit IQintcl
Pmca.3 l intcl
St el Deck
g & Concrete
Steel Decking & Concrete
2" X 20 rage composite metal deck with
p en Belo
Open Below
3" of normal weight concrete & 6x6x10/1�
or 6x6aW1.4xl.4. Melded wire mesh at
if T
middle of concrete - Tvp.
Lanai
4
14.-0"
M al
C14 F
tk'
-10
+III
Bracket for
=III
FG09
Sec Build Block
I!I
Tip Ledger Detail
...
Simpson
M
II
LGU\1210-3-SUS
(ref F1,08A)
(ref FI,06A)_
HL C 410
Simpson
IIG(jAi5.25-SDS
For Open Web tloor.loist & heam details
sec AI Truss floor print & data package
Simpson
IRAX15
Simpson
HE('2X6 Simpson
-vp ill IIUC-212-
31,33 OCT FC08)
!� fib fin
24'-0 1/4"
1.3
IIUC 410
Simpson
11(:1: W5.25-SDS
fit C 612
F1,06A)
1 T-5 114"
of Room
io
4
to Lower Entry
Steel Decking & Concrete
open Below
a
Steel Decking & Concrete
Open Below
._
13'_4"
Precast Lintel
14'-0"
14'-4"
Precast Lintel
Porte-Cocbere
o
Steel Decking & Concrete IT -
j
Open Below
_
a
14'-0"
Precast Lintel
co
V
REVIEWED FOR
CODE COMPLIANT```'
ST. LUCIE COUNTY
BOCC
Beam & Joist Spec
2X10 #2 S.Y.P.
id
Count
Depth
Span
Jl
17
14"
2'-11-1/2"
32
16
9-1/2"
5'-9-1/2"
J3
1
14"
2'-8-1/2"
TJ1
id
Count
Depth
Span
T1
2
14"
1T-5-1/4"
I,VI.
id
Count
Depth
Span
L1
6
14"
24'-1/4"
L2
2
14"
7'-3"
L3
2
11-7/8"
7'-3-1/2"
1A
2
11-7/8"
6'-1-1/2"
LVI. Beams continued on Roof Plan
w
F
Y4 „^
V. f
cue
gam
a=w
F
;T
x-[3vm4��X
�rC i.
Jam
C..n F
.7c` rkys
e "
'a�aairo-n�
0
Wes_
E '�ESF
CI'
M
6>
W
C�
^
E
a,y
Cd
u
h
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v
r l
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Fi
o
a
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4��%ll
it
A
y bL
I•.t
•O
A
C � r
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t
,��.....tt
c^,
f•.j� s�./4.J
4-�
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o
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Page: 9
Scale:
1' = 1/4" (1:48)
Votes:
Area: 4,998 Sq Ft (50 Sgare) plus Waste
5v Crimp metal Roofing
Wind load = 165 Mph
Exposure = C
Roof Loading = 40 PSF
Distance to Ocean = 17.5 Miles
All Trusses on Concrete Walls to use Simpson META 16
Hurricane Tie -Downs and all Trusses on Wood Framed walls
or Beams use Simpson MTS 16 unless noted otherwise on
roof framing plan.
All Truss to Truss connections are the responsibility of the Truss Manufacture
MC
Section RI
MC MC
MC
106.00#11
82'-2 1/4"
O
Simpson \'GI to A66(: with I-S;II"
Diameter SE I Al' Adhesire Ancor-
12" embedment & Simpson
}SETA 16 to At%
I
MC VIC
I
I
I
_
6/12
1
I
1
�
I
�I
6/12 6/12
I N
I
I
I
6/12
I
I
I
[,'or Roof truss details sec
MC[,'or
"1'11M �4C
drawings & data package
Simpson )IGT to AII6(: with 2-5i8"
Diameter SETA I' Adhesive Ancor
-12" embedment
I C MC
INN (ref Alfi(;)
Simpson 2\ HE1-A 16
Simpso
HETA
Section R2
Simpson
HEI'A 16
06.001
REVIEWED FOR
BODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
Beam Spec:
id
Count
Depth
Span
L5
2
14"
22'-1/2"
L6
2
14"
14'-Ott
L7
2
141'
15'-411
W
CNI
W
a
O
o
W
in1
L Y
A
yv
�
C
06 x
•�
.�
Use
00
VMMA
en
to
.--t
Page: 10
Scale:
1' = 1/4" (1:48)
(rel t'.02)
Irct(.113)
ICF Exterior walls
6" Core.11" overall thickness
45 rebar at 30" O.C. vertical
#3 rebar at 32" O.C. Horizontal
except at openings
5_0,
Elevator
Shaft
Rough in of
l.-7 ®✓16. tt-1 i..:t`IV, A9;J X,f 11®II ItI l:J"0 �.
T-2 114" —
F
0 12" Square CMC
Interior Bearing Columns
tl- #5 Vert & #3 Hoop Tics at 12" o.c.
Tpp. all 12"xl2" CMI1 Column
Gara„e Floor Slope 1/8" : V
(ref ('03)
Section looking South
u
Ground
Min
W-o"
II GaraLv Dour Track
Min
51'-0" —
ICF Exterior Nulls
6" Core. I I" over all thickness
#5 rebar at 3011 O.C. Vertical
#3 rebar at 32" O.C. Horizontal
except at openings
Driveway Slope 1/4" : V
Native Elevation
Native Plants / Ground Cover
26-0" —
REVIEWED FOR<
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
F
C4
Fite Cup't
W
y
CAS
^
v
O
a
U1
c
r �
o C
V o �
C�
it
a� m bD
�"A
Main
C
Cet
�
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p„ U o0
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p .;; t�
U sz. t-
M
i3ry'
�1
r�
v 1
r�
ct
Page: 11
Scale:
11 =1 /411 (1:48)
Notes:
ICF opening sizes shown in elevations below
See Engineering details for 2x12 Pressure treated buck
After Buck is installed, seal with liquid FL building code compliant sealant
Windows & Doors to sit flush with outside of house / one trim board
+ 2.-81. +
LU
OC ZL1.
Z
o
�aU®U
`p
am LU
anal
WUUm
LJ..
WW J
G:®�
Uupola Elevation 4x
A A olnterinrRtress. J
ZJ.S" frmn inside troll
o
_ o
m
5'-4" 8'-0"
D D
4 q lire
m o in Fseape
R indmv
N
if1''!A11
ILI :1_n'IL, I.mC f- ' ICI -C\iL Line I( I UML. Line
+ 3--4" + East Elevation
2'-11"—>�— + 4-0 + 4-2'-8`—�
B a B L1 A v A
tr
R
o
v
c
N
Fire
Escape
Dow
9'-4"
W
K
W W
R
40'-8"
ICF 'C'mu Line
est Elevatio
00
z!oouin Elevation
it Vi-1,11 r-dievdlloll
ID
A
C
E
F
G
H
I
J
K
L
M
N
O
P
Q
S
I
U
V
W
X
Z
Window & Door Schedule
Inside Buck Dimension (P.T.
2x12)
Count
Width
Height
Opening
5
21-5t'
51-1"
Yes
4
3'-9}1
4'-5"
Yes
12
3'-111
V-9"
No
2
51-1"
51-1"
Yes
2
51-11,
4'-5tt
Yes
2
11-911
51-1"
Yes
4
1'-711
1'-7tt
No
1
2'-5t1
7'-1"
No
2
1'-911
71-1 to
No
2
1'-911
3'-911
No
1
2'-5t'
31-9"
Yes
1
31-111
4'-511
Yes
1
3'-1"
1'-91t
Yes
1
--- --
5'-111
--- --- -- ---
P-9t'
--- -- ---
Yes
--- -- ---
Notes
Single Overhung Window
L/R Slide Window
Fixed window
L/R Slide window
L/R Slide Window
Single Overhung Window
Fixed Window
Fixed Window
Fixed Window
Fixed window
Single Overhung window
Single Overhung Window
L/R Slide Window
L/R Slide Window
--- -- ---
I
--- -- ---
2'-71'
--- -- ---
8'-1/2"
--- -- ---
Yes
--- -- ---
Single Class Panel Door
1
31-1/1
6'-8-1/2f1
Yes
Single Class Panel Door
1
--- -- ---
3'-1"
--- -- ---
61-8-1/2"
--- -- ---
Yes
--- -- ---
Solid Man Door
--- -- ---
3
9'-1"
8'-2"
Yes
Garage Door
1
3'-111
8'-1/21t
Yes
Entry Door
1
6'-1"
8'-1/2"
Yes
French Entry Door
7
5'-1"
8'-1/211
Yes
French Door
T
Thu It m has been ekmonitalry
Sgned and sealed by Robert F.
()Ld, Ph.D.,PE using a Digital
Signature and date. Printed
copies of this tlomlment are nut
considered sl r and sealed
and the signature must be
verified on am, eks=nlc copies.
signed by Robert F
DN: 4n=Robert F Oleck,
o=R-f.Oleck,lnc., ou,
email=rfoleckinc@gmail.com,
c=US
Date: 2020.05.21 10:27:05 -04'
Floor: I & 2
System: ICF & Cupola Elevations
i✓
N Window & Door Schedule
0C
Project Name: TCAP 70, Phase A
15371 Sky King Dr. Port St. Lucie, FL 34987
Contact: Spencer Gould
Fieldstone Construction Inc.
772-888-5481 sg.fieldstone(kamail.com
R T:Ofeckr .Inc.
5hvcturnl Engineering Consultant
1219 Searle) 0A Luop. Maier Gad.. FL 34]8]
l el_ 30]-31].iRMNI; email - rloleckine(oginail.mm
Iff15 SIRGCIURE HASIiEEN Uk31GVEU W :LCCORU.ISCEU 11H
1Nn A1F.TTS TIiFR!'QtiIR1l1(YIS(If SFCIIfyN Ri01_I IN tfIR'_U I'
(JNf, rODF, fi"FDITDV {�Tl,�S-h
14)1 RHSKCAT\-R,V.RI'll
111 FUARISA C'.VFWRl'R. 165\@II A'IND SPE[U0.'R.I, w LUmpL
USDI1A1PURITNTEFTf-1'IM=IAF]I'DSCatEC.aTEGURI'r:
TOPxRtelrtr.aLr.lcrox I n. cLSTFarttneG a xsrruT
Robert F.Olcd:. P.E.
rNn nsmr;rrxnaF.PRrssslnrrnrrFlrrzvr--fi.18: ic..
llev�AivJria.aae- %psfi.15U1: C(MllHINLYIS FCLIUULVU
DFST"%TND PRFSSI$FS—JnM-'eePSF i:{SDIRf W1.R'F T MD
Ff. PE
-lops,
FL CHs ;0021
2x6 P.T. Jamb
W/ 12" "J" anchor
at 24" O.C. plus to
and bottom course
4x #5 as
x
6" exposure
Cement Siding
Screw attach to
ICF Hard points
Every 12" with 2"
Exterior Grade
Screws
Stucco over
Wire Lath
Screw attach Lath
to ICF Hard points
r
00
0
3/16" : P
1 Garage door
track
," square CMU
Core ICF
Total width
Garage Door & Column details
Open Cell Spray Foam
5.5" - R20
ICF Wall - R24
5" EPS Foam l
6" Concrete R3 30
0
8" x 1/2" "J" bolt'
Mid space
3" from top & bottom
6" core ICF
I l" total width
16" height blocks Simpson MIT418
#5's @ 30" O.C. Vert & 16" O.C. typ.
#3's @ 32" O.C. Horiz
except at openings Install ledger with J bolts
before concrete pour
Typical Vert
00 #5 Rebar Spacing
N Stagger inside vs. outside
l
Main Wall Section
1 st floor slab tie in Section
Typical vertical
Rebar spacing (#5)
Every other ICF course
ICF Blocks
16" High
48" Wide
6 Concrete Core
I I" Total Thickness
Typical Horizontal
Rebar spacing (0)
Every other ICF course
CMU Stem Wall
voter
Rebar Placement
Metal Drip Edge
7.25" Hardie Plank
For sofit edge trim
j
Railing 36" tall min
Balusters 4" min
2" X 20 Gauge Composite metal deck
3" of normal weight concrete
6x6x 10/ 10 or 6x6xw Lox 1.4 W eldc
wire mesh middle of concrete typ
Metal
1+103.00111 1+10
1+96.001
Remove of
Foam Below 1 130 �
Lintel Bottom Precast Concrete Lintel
Connection to ICF
Garage
1-16 "
Safe Room Section
Precast Concrete Linte
Refer to Precast Lintel
Table and details on
sheet 6
Overhang,
Drip edge
Solar Block
Railing
8" CMU with
filled cells & #5
l ( vert. rebars at
j 16" O.C.
J.�
Pass through sleeves
Sch 20 or 40 PVC
Install before Concre
"Romex" or other sheathed wires
may typically be installed post concrete
pour in narrow fitted grooves 1-1/2" deep
=tal wires runs shad be positioned
en block courses to avoid embedded
or attached brackets
1. All plumbing, conduit, and sheated wire routes
should be pre -marked andcut with router, hot knife
or electric soldering gun.
2. Installation of I" or less are prefered to be placed
in the 1" area of horizontal coursing which contains no
tabs. Avoid cutting tabs and webbing at all possible
circumstances
Standard or low profile &deep electrical
Plumbing lines 2-1/2" max may be installed directly boxes (up to 3" W/ 1/2" drywall finish & 3-1/8"
into polystyrene voids post concrete pour - Plumbing w/ 5/8" drywall finish) installed in polystyrene voids
lines exceeding 2-1/2" may be installed & cast & secured with 2x I" #8 concrete screws to concrete
embedded into concrete core. Refer to code & core.
application limitations.
MECHANICAL INSTALLATIONS
Lanai beam
14" deep LVL
3i16" : I' Slope
0 Precast Concrete Lintel
one 8" CMU course on top
Refer to Precast Lintel
Table and details on
sheet 9
1
1
--- - - - - - --- - -- . - --
----------------------------------
-----------------------------------------
---------------------------------------------------
------------------------------------------------
---------------------------------------------
------_ar-- ---- - ----
---- - -- -- - ---------
ar------- -------------------- ------
---- --------- -- - -- - -
_ar_- - _-- ------------------------- -
-_ mar-- --------- ----- ---------------
=r ----- ---- -- -----
.,.ar____ _
- --
Deck Section
Simpson
HETA 16
12" CMU witdo
filled cells & #5
vert. rchars at
2'011 O.C.
�4
This item has been electronically
signed and sealed by Robert F.
Oleck, Ph.D.,PE using a Digital
L
Signature and date. Printed
"
copies of this document are not
Z
considered signed and sealed
and the signature must be
�ft
verified on any electronic copies_
Digitally signed by
Robert F Oleck
DN: cn=Robert F Oleck,
o--R.F.Oleck,lnc., ou,
ernail=rfoleckinc@gmail
corn, c=US
Date: 2020.05.21
10:27:55 - 041001
Non Joist attach walls
Used for floor sheeting attachment
at wall
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCr
FIDE COPY
Wall loaded Stem Wall Section
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Page: 13
Scale:
I =1/211 (1:24)
Typical vertical
#5 Rebar Spacing
Typical 3x #5 Rebar placement for the corners
Most common corner section
3x #5 Bars in corners Flip direction of corners every course
Place as shown Align furring straps to the closest corner & build in to center of each wall
for an even 6" spacing for as much of the wall as possable
r screws
led in But
e concret
0 min size
mized
y Coated
Window & Door Section
\Monotithic Flashing
& Water Barrier on
Fzternal Cupola walls
ICF & window openings
!�
P.T. Buck
Ftotd Applied
Monolithic Flashing
On all door &.
window openings
Window
& Door Stir r
, ,
size S�ein�
� ��1����
te
fLO OR i
FLO
(Bottom
(Bottom
ID
Steel) (E)
Steel) (E)
('
A
*NR *NR
1- #4 *NR
}
B
1- #5 *FL
1- #4 *NR
C
*NR *NR
*NR *NR
3-1/2" Max
D
1- #6 *FL
*NR *NR�ypcal
top Rebar
E
1- #6 *FL
1- #5 12
it
F
*NR *NR
1- #4 *NR
orssii,,,UPS
ottomrcbar
G
1- #4 *FL
1- #4 *NR
;`"g`,; °h.;,.
Stager 2"
m center H
1- #4 *NR
1- #4 *NR
r4 -Mill
1 444 *NR
1 444 *NR
I
-
-
J
*NR
*NR
1- #4
*NR
K
1- #4
*FL
*NR
*NR
Buck Top & S'des
P.T. 2x 12 trimmned
detail
to 11" wide
L
*NR
*NR
1- #4
*NR
M
1-#5
*FL
*NR
*NR
w'Spacing
N
1- #6
*FL
*NR
*NR
0
--- -- -----
-- ---
--- -- -----
-- ---
P---
-- ---
-- ---
--- -- -----
-- ---
Buck Bottom detail
Q
--- -- ---
- -- ---
--- -- -----
-- ---
P.T. 2x4 inside & outside
R
*NR
*NR
1- #4
*NR
Gap inbetween for concrete
S
1- #5
*FL
*NR
*NR
pour and. vibe access
T
1- #5
*FL
*NR
*NR
U
V--- -- ----- -- --- --- -- ----- -- ---
W 2- #6 *FL *NR *NR
X 1- #5 *FL *NR *NR
Y *NR *NR 1- #5 18
0..*F Z 1- #6 *FL 1- #5 12
Fan 1- #4 *FL *NR *NR
LINTEL DETAIL
Required Lintel and opening reinforcement
A. 24" Minimum distance. May wrap 90" around corners.
B. Bucking System
C. Vertical reinforcement
- 2) #5 vertical rebars each side of opening.
E D. Locate first stirrup at t/z spacing(s) from the face of
opening. Remaining Stirrups at "S" to stirrup end distance.
2x #5 Bar Vertical �'A E. Stirrup end distance. Specified in (Lintel Tables.
Each side,F. 90' rebar around all openings in addition to required Lintel
and wall reinforcement.
G. 2 #5 additional rebar around all openings, in addition to
required Lintel and wall reinforcement.
H. If lintel table has bottom reinforcing of at least 2 -#5 rebar,
add 1 #5 rebar at top of opening:
All shear reinforcement (#3 rebar) is at 6 spacing up to end
distance at each end of lintel beam.
*FL - Stirrups are required the Full Length of the Lintel Beam
Lintel Opening Oetall *NR - Not Required
Note: required wall reinforcement, ICF blocks &
stem wall (if applicable) not shown for clarity.
1/2"
with
top �
Front 4' Overhand & Corb
0
z-.
4'-0 1 /4"
C7
6.60" Rise: 12" Run
2x #5 60KSI Rebar
"U" Cast Crete Lintel
e
This item has been electronically
sighed and sealed by Robert F.
Oieck, Ph.D.,PE using a Digital
Signature and date. Printed
copies of this document are not
considered signed and sealed
and the signature must be
verified on arty electronic copies.
)rooverha igitally signed by obei
ver�/
F Oleck
EPS foam, attach contim ,s
tlCFwali �11trj=Fobert F Oleck
0, 8 1 * 0.C.Q gger i r a bo tom r
o=R.F.Oleck,inc., ou,
email=rfolecki nc@g mail.
om, c=US
el Se@ &jj: 2020.05.21 10:29:01'
-04'00'
It
4'-0 1 /2"
0
)DE
r. tt
IMo 1
2x #5 60KSI RebarV r
_ _._.... _.
"U" Cast Crete Lintel
1/4" : 1' ground slope
E
r
External Staircase detail (North)
ono
�a
�
w
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y .j OC
•�
r7a
o � �
N
MOM
Page: 14
Scale:
1' =1/2" (1:24)
■
■
25 Steps including landings
5.44" Rise: 12" Run
a...
".. A
ga
iiiNlHittjl
o.
LT F
to I it #1110"
This item has been electronically
signed and seated by Robert F.
Oleck, Ph.D.,PE using a Digital
Signature and date. Printed
copies of this document are not
considered signed and seated
and the signature must be
verified on any electronic copies -
Digitally signed by
Robert F Oleck
DN: cn=Robert F Oleck,
o=R.F.Oleck,lnc., ou,
email=rfoleckinc@gmaill
.com, c=US
Date: 2020.05.21
10:30:02-04'00'
a
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Page: 15
Scale:
I' = 1/2" (1:24)
Fm
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Back
Elevation (South)
m
MEIF
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1
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AY i n�itni�t,�tn�
�
w■rm
veway Slope 1/4" I'
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE COPS
n
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0
con
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Scale:
1' = 1 /41' (1:48)
REVIEWED FOR
CODE COMPLIANC
ST. LUCIE COUNT's
BOCC
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Page: 17