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ABBREVIATIONS
ASHP =ASPHALT
O.R.
= OFFICIAL RECORDS
BM = BENCHMARK
(P)
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B5T = BELLSOUTH TELEPHONE RISER
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= PLAT BOOK
C.C.C.L.= COASTAL CONSTRUCTION
PG.
= PAGE
CONTROL LINE
PK
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PSM
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CL = CENTERLINE
MAPPER
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RIVV
= RIGHT OF WAY
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RCP
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5F.
= SQUARE FEET
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S.H.W.L. = SEASONAL HIGH WATER LINE
E. = EASTING
TOE
=TOE OF SLOPE
EL = ELEVATION
TOB
� TOP OF BANK
ELP = ELECTRIC PANEL
TRAN.=TRANSFORMER
EP = EDGE OF PAVEMENT
TYP.
= TYPICAL
F.F.E. = FINISH FLOOR ELEVATION
U.E.
= UTILITY EASEMENT
FND.=FOUND
VC
= VALLEY CURB
HC = HEADER CURB
WM
� WATER METER
II) = IDENTIFICATION
A
= DELTA OF CURVE
I.R. = IRON ROD
P.
= RADIUS OF CURVE
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L
= LENGTH OF CURVE
LB = LICENSE BUSINESS
PROPOSED GRADE
L.B.E. = LANDSCAPE BUFFER EASEMENT
L.S.C. = LIFT STATION EASEMENT
FLOW DIRECTION
(M) = MEASURED DISTANCE
M.H.W.L. MEAN HIGH WATER LINE
A
M.L.W.L. MEAN LOW WATER LINE
+!'I'
SPOT ELEVATION
N. = NORTHING
N.A.V.D. = NORTH AMERICAN VERTICAL
DATUM
NGS = NATIONAL GEODETIC SURVEY
N.G.V.b. = NATIONAL GEODETIC
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A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE.
BEARINGS SHOWN ARE RELATED TO WESTI-INE OF LOT 3, PLAT OF QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4 OF THE PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA. SAID LINE BEARS N18*28'55"W.
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LEGAL DESCRIPTION PROVIDED BY CLIENT.
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A-30(94-77)
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ELEVATIONS ARE IN FEET AND RELATED TO N&S VERTICAL CONTROL POINT "N 633" ELEVATION�5.33' NAVD (NORTH AMERICAN VERTICAL DATUM), A STAINLESS
E:882771.97'
STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.5 FT WITH A N&S LOGO CAP LOCATED ON THE WEST SIDE OF STATE ROAD A-1-A, 0.69 MILES NORTH OF REGAL
ROAD.
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APPROXIMATE AS 5CALED FROM FLOOD INSURANCE RATE MAPS.
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADI)ITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, 15 PROHIBITED WITHOUT
WRITTEN CONSENT OF THE SIGNING PARTY.
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TO CONVERT NAVE) TO NGVD BY ADDING 1.486'TO NAVD.
BOUNDARY & TOPOGRAPHIC SURVEY FIELD DATE: 05-24-18.
FOOTER FORMBOARD SURVEY FIELD DATE: 06-04-19.
LEGAL. DESCRIPTION:
LOT 3, BLOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4
OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
ADORESS: 4422 HIGHWAY A-1-A
FT. PIERCE, FLORIDA
CERTIFIED TO: VENETIAN ADMINISTRATION, LLC
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FIELD BOOK/PAGES
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JOB NUMBER:
18-2061_
5HEET:
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N:\Projects\2018\18-2061 Venetian Administration\18-2061 LOT 3 FORM,dwg, BNDY TOPO, 6/5/2019 12:04:08 PM, Velcon Eng & Surveyors, (772)879-0477
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i� 01� 441b� A SEARCH OF THE PUBLIC PECORD.5 HAS NOT BEEN MADE BY THIS OFFICE.
BEAPINGS SHOWN ARE RELATED 10 WEST LINE OF LOT 3, PLAT OF QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE
NGS CONTROL MONUMENT 4 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID LINE SEARS N18028'55"W.
N&S CONTROL MONUMENT' A-30(94-77) LEGAL DESCRIPTION PROVIDE[) BY CLIENT.
A-29(94-77) N:1150065.49'
N:1,147,644.03 E:882771.97' ELEVATIONS ARE IN FEET AND RELATED TO NGS VERTICAL CONTROL POINT "N 633" ELEVATION=5.33' NAVU (NORTH AMERICAN
E:883,422.43 VERTICAL DATUM), A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.5 FT WITH A NGS LOGO CAP LOCATED ON THE
WEST SIDE OF STATE ROAD A-1-4, 0.69 MILES NORTH OF REGAL ROAD.
A5HP �A5PHALT
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BM BENCHMARK
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P.B.
PLAT BOOK
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PG.
PAGE
CONTROL LINE
PK
PARKER KALON NAIL
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PK&O
PARKER KALON NAIL & DISK
CTV = CABLE TV RISER
PSM
PROFESSIONAL SURVEYOR &
CL = CENTERLINE
MAPPER
CLF = CHAIN LINK FENCE
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= SQUARE FEET
CONC.= CONCRETE
S,H.W.L. z SEASONAL HIGH WATER LINE
E. =EA5TING
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EL = ELEVATION
TOB
= TOP OF BANK
ELP = ELECTRIC PANEL
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EP = EDGE OF PAVEMENT
TYP.
= TYPICAL
F.F.E. = FINISH FLOOR ELEVATION
U.E.
= MLITY EASEMENT
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VC
= VALLEY CURB
HC = HEADER CURB
WM
= WATER METER
ID = IDENTIFICATION
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A
= RADIUS OF CURVE
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L
= LENGTH OF CURVE
L8 = LICENSE BU51NE55
L.B.E. = LANDSCAPE BUFFER EASEMENT
PROPOSED GRADE
L.S.C, = LIFT STATION EASEMENT
FLOW DIRECTION
(M) = MEASURED DISTANCE
M.H.W.L. MEAN HIGH WATER LINE
M.L.W.L. MEAN LOW WATER LINE
N. = NORTHING
N.A.V.b. = NORTH AMERICAN VERTICAL
DATUM
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N.G.V.D. = NATIONAL GEODETIC
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SPO-- ELEVATION
FOUND MONUMENT (AS NOTED)
PROPERTY LIES IN F.I.R.M. ZONE "Y", "VE (EL 14)", -AO (DEPTH I')" AND "AO (DEPTH 2-)", AS SHOWN ON PANEL 1211CO093J, DATED
FEBRUARY 16, 2012. FLOOD ZONES AkE APPROXIMATE AS SCALED FROM FLOOD INSURANCE PATE MAPS.
IN ACCORDANCE WITH CHAPTER r5J-17.051, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING
PARTY, 15 PROHIBITED WITHOUT W�ITTEN CONSENT OF THE SIGNING PARTY.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE PUBLIC RECORDS
OF ST. LUCIE COUNTY, FLORIDA.
NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
PUBLIC WATER & SEWER AVAILABLE.
BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASURE UNLESS OTHERWISE NOTED.
THE EXPECTED USE OF THE SURVEYAND MAP IS RESIDENTIAL.
ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD WITH THE UNITED STATES STANDARD USING FEET.
ALL DIRECTIONAL MEASUREMENTS 5HOWN ARE IN THE FORMAT OF DEGREES, MINUTES AND SECONDS.
TO CONVERT NAVD TO N&VI) BY ADDING 1.486' TO NAVE).
I
0
LEGA� DESCRIPTION:
LOT 3, BLOCK A, QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 4
OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
ADCP ESS: 4422 HIGHWAY A-1-A
FT. PIERCE, FLORIDA
CER*rrFIED TO: VENETIAN ADMINISTRATION, LLC
erm
Woe
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FILE COPY
ROBERT F. KEMERSON
PROFESSIONAL SURVEYOR ANb MAPPER
STATE OF FLORIDA (PSM)#6285
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kFIELD BOOKIPAGES
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JOB NUMBE
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'0! L6
L.H.S.M. ABOVE 16.41 N.A.V.D.
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Roof Ridqe and Eave
(9� 23.5 N.A.V.D. - LLJ LLJ PROPOSED BUILDING HEIGHT
POOL DECK HEIGHT ABOVE GRADE CN
1st FLOOR T.O.B. ELEV 35.33' navd VARIES - 12.5' MAXIMUM
F. EL _24�0_ nayal ---- --- ----
F.F. FI FV = 94 0' rinyd
1 1 1 1 1 1 Po PLANT NATIVE VEGETATION
(SEA OATS) as needed L
ALLOWABLE- F'. F.'
anininIFF LIFFISM FLEV 16.41'navd remove e x6tic6'
lobby Finish Floor 13.0 noyd --- ---- - IF F
IF ---- -----
-- --- ---- --
:7 Garage Finish Floor 9.0 novd
P er R ad 111177� I �/A/
Garage n BIT oor 9. nav 011C av 17� 1,) 11
Elevation 1.21 navd ZLL �/////_Z/ 11�L L�10111
1 . naval n; ng layou Buildim
FDEP S�OUR ZONEI (ELEV Go 'tu al
I Ing CIS IT per
t uctur lans
-15.00 naval - - - - -- - - - - - -
FE siT qt�e PILING DEPTH
efer to structural plans for details
GENERAL NOTES
1.) A 4'-0" HIGH, TEMPORARY CONSTRUCTION FENCE SHALL BE PLACED
ENTIRELY ACROSS OCEANSIDE EDGE OF THE CONSTRUCTION SITE AS
SHOWN IN PLAN.
2.) THE CONSTRUCTION FENCE SHALL BE MAINTAINED THROUGHOUT THE
CONSTRUCTION PERIOD.
3.) AREAS OUTSIDE OF THE CONSTRUCTION FENCE SHALL REMAIN
UNDISTURBED (EXCEPT THE REMOVAL OF EXOTIC PEPPERS AND
AUSTRALIAN PINES).
4.) THE EXTERIOR LIGHTING SHALL BE IN ACCORDANCE WITH THE
APPROVED SEA TURTLE PROTECTION PLAN.
5.) ALL FILL BROUGHT TO THE SITE SHALL BE OF SIMILAR GRAIN SIZE
AND COLOR TO THAT WHICH NATURALLY EXISTS AT THE SITE.
6.) FILL SHALL BE BROUGHT IN IN LIFTS NOT EXCEEDING 2.0 FEET AND
SHALL BE COMPACTED BY MECHANICAL MEANS TO ACHIEVE 98% MAX.
DRY DENSITY.
7.) ALL CONSTRUCTION AND DESIGN SHALL BE IN COMPLIANCE WITH
F.D.E.P COASTAL PERMIT, ST LUCIE COUNTY CODES & ORDINANCES,
AND THE FBC 2017.
SEA TURTLE PROTECTION NOTES
1.) NO CONSTRUCTION CAN OCCUR SEAWARD OF -HE PRIMARY DUNE,
DURING MARINE TURTLE NESTING SEASON. (SE,kSON MAY FIST TO
OCTOBER 31)
2.) NO FENCES, INCLUDING CONSTRUCTION FENCE$, CAN BE ERECTED ON
THE SANDY BEACH DURING MARINE TURTLE IFESTING SEASON.
3.) NO LIGHTS SHOULD BE VISIBLE FROM THE BE, CH DURING
CONSTRUCTION.
4.) ONLY THOSE EXTERIOR LIGHTS INCLUDED IN THE APPROVED AND
STAMPED LIGHTING PLAN CAN BE INSTALLED ON SITE.
5.) ALL GLASS WINDOWS AND DOORS MUST BE T114TED TO A 45% LIGHT
TRANSMITTANCE LEVEL.
THE
PRC
ENC
DESIGNED
DSK
PRC
ARE
03
REMSED per COMMENTS from SLC dated 02-22-19
03-14-19
PMP
DRAWN
PMP
NOI
OTIF
02
PER FDEP APPROVED PLANS DATE -STAMPED OCTOBER 26, 2018
01-24-19
PMP
CHECKED
DSK
FEE
WRI
01
REVISED PER COMMENTS FROM FDEP DATED 08-31-16
09-05-18
PMP
SCALE
AS NOTED
THE
UN4
MARK
REVISION
DATE
BY
IDATE
06-26-2018
BE
TO
NEER. WHETHER THE
JECT FOR WHICH THEY
MADE IS EXECUTED OR
COPY OR USE FOR
ER PROJECTS Is
017TED ONLY BY
TEN CONTRACT WITH
ENGINEER .
JTHORIZED USE WILL
'ROSECUTED PURSUANT
THE COPYRIGHT LAWS.
Longitudinal Building Section A -A
Scale: 1 20'
fiTE EXCAVATION/FILL QUANTITIES
EXCAVATION OF PILINGS 78± C.Y.
POOL above grace
TOTAL SITE EXCAVATOR 80± C.Y.
EXCAVATED MATERIAL AVAILABLE FOR USE 80± C.Y
APPROX. ONSITE FILL MATERIAL NEEDED 220± C.Y.
R'
APPROX. ADDRIONAL FILL NEEDED 140± C.".
EXCAVATION ACTIVITIES ARE RESTRICTED TO THE AREA BETWEEN 20' AND 105'
SEAWARD OF THE 1988 CCCL.
FILL ACTIVITIES ARE RESTRICTED TO THE AREA BETWEEN 11' AND 106' SEAWARD OF
THE 1988 CCCL.
ALL CALCULATIONS BASED ON FILL AND EXCAVATION EAST OF THE 1988 CoIC.L. FILL
BROUGHT ONSITE WILL BE OF SIMILAR GRAIN SIZE AND COLOR AS EXWING SOIL.
KNIGHT, McGUIRE &ASSOCIATES, INC.
CONSULTING ENGINEERS AND PLANNERS
80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960
PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com
CERTIFICATE OF AUTHORIZATION NUMBER - 00006335
100-Year Storm
Considerations
GOVERNING RANGE MONUMENT
R016 (St. Lucie County)
100-YEAR STORM ELEVATION
16.41' NA.V.D.
100-YEAR STORM DESIGN GRADE
1.21' N.A.VD.
LOWEST STRUCTURAL HORIZONTAL MEMBER
ALLOWED
16.41' NAV.D.
PROPOSED
APPROX. 21.5' N.A.V.D.
MINIMUM FINISH FLOOR ELEVATION
18.5' N.A.V.D.
PROPOSED FINISH FLOOR ELEVATION
24.0' N.A.V.D.
MAJOR HABITABLE STRUCTURE TO BE PILING SUPPORTED.
ALL CONSTRUCTION BELOW LSTS ELEVATION 16.41' navd SHALL BE BREAKAWY DESIGN
ACQUAVISTA - LOT 3
SINGLE FAMILY RESIDENCE
ST. LUCIE COUNTI FL.
SITE PLAN
Building Sections
ight Analysis
Scale: I " = 20'
LEGEND
1113
PROPOSED ELEVATIONS (NAVD 88 DATUM)
EXISTING ELEVATIONS (NAVD 88 DATUM)
DRAINAGE FLOW ARROW
FRANGIBLE, PERVIOUS BRICK PAVERS (OR FRANGIBLE
CONCRETE, SAW CUT 0 5' O.C.)
PROPOSED FILL
FIDEP SCOURZONE
CONTOUR & ELEVATION
,a-
DRAIN & PIPE
A A
SECTION LINE
CONSTRUCTION FENCING
DATE: DATI�
AR Z 0 ZUJ�
fr'l Scott B. McGuire, P.E. David S. Knight, P.E.
t Fl. Rea No. 39573 Fl. Rea No. 41060
PROJECT NO.
18-022
SHEET
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DRAWN
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OT�
CHECKED
DSK
PER
WRI
02
PER EDER APPROVED PLANS DATE —STAMPED OCTOBER 26, 2018
01-24-19
PIMP
SCALE
AS NOTED
THE
UN�
MARK
REVISION
DATE
BY
DATE
06— 26-2018
BE
TO
PERTY OF THE
NEER. WHETHER THE
JECT FOR WHICH THEY
MADE IS EXECUTED OR
COPY OR USE FOR
ER PROJECTS IS
MITrED ONLY BY
7EN CONTRACT WITH
ENGINEER.
LITHO
RIZED USE WILL
PROSECUTED PURSUANT
THE COPYRIGHT LAWS.
—BAE -
B.A.E.
'Q�
All
�7_
IR NO 11
C
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LOT 2\
(VACART)
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QUEENS ISLANO
Graphic Scale
\GE 4
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P. B. 60, PA
E�
N,
V)
J)
UO
1A
Ground Lighting Plan
C1
B.A.E.
typ. every
2nd slep
Scale: 1 20'
First Story Lighting Plan
Scale: 1 10'
KNIGHT, McGUIRE &ASSOCIATES, INC.
CONSULTING ENGINEERS AND PLANNERS
80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960
PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMeGuire.com
CERTIFICATE OF AUTHORIZATION NUMBER - 00006335
E.A.E.
9 kE.
R.A.E.
B.A.S.
?E
Gyaphic Scale
ACQUAVISTA - LOT 3
SINGLE FAMILY RESIDENCE
ST. LUCIE COUNTY, FL.
B.A.E.
LIGHTING KEY
SYMBOL
FD[TURE
QUANTIn
BULB
MOUNT
HEIGHT
COMMENTS
RECESSED
18 WATT
CEILING
VAR�Es
INTERIOR BLACK BAFFLES
0
CEILING
6
LED
MOUNTED
12' max,
WILDLIFE CERT. NO.
A
LIGHT
(AMBER)
(recessed)
AE30VE F.F.
2012-041
SHIELDED
18 WATT
8' ABOVE GRADE
WITH TURTLE INSERT
WALL
6
LED
WALL
(IST FLOOR)
WILDLIFE CERT. NO.
BM
SCONCE
(AMBER)
MOUNTED
FIRST FLOOR ONLY
2007-030
WALL
STEP
IF ON PERIMETER OF POOL
0411
5 WATT LED
MOUNTED
MAX
DECK, MUST BE MOUNTED
MOUNTED
STEP LIGHT
12
(AMBER)
(recessed)
HEIGHT 12"
DIRECTED AWAY FROM BEACH
ABOVE. F.F.
CERT. NO. 2008-007
5 WATT
18' ABOVE
LIGHT DIRECTED DOWNWARD
D
PATH
7
LED
POLE
GRADE
WILDLIFE CERT. NO.
LIGHTING
(AMBER)
MOUNTED
2010-014
�E
POOL
1
3 WATT LED
UNDERWATER
24"± BELOW
WATER
WITH TURTLE INSERT
WILDLIFE CERT. NO.
LIGHT
(AMBER)
2012-001
SURFACE
F
18 WATT
WALL
LANDWARD SIDE OF
WALL MOUNT
4
LED
MOUNTED
8' ABOVE
PROPERTY ONLY —
ENTRY LIGHT
(AMBER)
(flush)
GRADE
WILDLIFE CERT. NO.
2016-036
WALL
3 WATT LED
WALL
MAX
MAY BE USED IN PLACE OF
MOUNTED
OPTIONAL
(AMBER)
MOUNTED
HEIGHT 12"
"C" TYPE LIGHTING
STEP LIGHT
(recessed)
ABOVE F.F.
CERT. NO. 2013-020
REFER TO ARCHITECTURAL PLANS FOR PLACEMENT OF LIGHTING FIXTURES
ALL LIGHTING SHALL BE PLACED TO AVOID SIGHTS
FROM BEACH FOR SEA TURTLE PROTECTION
SEA TURTLE PROTECTION NOTES
NO CONSTRUCTION CAN OCCUR SEAWARD OF THE PRIMARY DUNE,
DURING MARINE TURTLE NESTING SEASON. (SEASON MAY 1ST TO
OCTOBER 31)
2.) NO FENCES, INCLUDING CONSTRUCTION FENCES, CAN BE ERECTED Or
THE SANDY BEACH DURING MARINE TURTLE NESTING SEASON.
3.) ALL CONSTRUCTION FENCES MUST BE ERECTED LANDWARD OF THE
PRIMARY DUNE.
4.) NO LIGHTS SHOULD BE VISIBLE FROM THE BEACH DURING
CONSTRUCTION.
5.) ONLY THOSE EXTERIOR LIGHTS INCLUDED IN THE APPROVED AND
STAMPED LIGHTING PLAN CAN BE INSTALLED ON SITE.
6.) ALL GLASS WINDOWS AND DOORS MUST BE TINTED TO A 45% Ll�'�
TRANSMITTANCE LEVEL.
Landscape & Ground Floor
First Story Lighting Plans
DATE:
DAEE:
�JAN
PROJEC"
4 201Z
18—C
Scott B. McGuire,
Fl. Rea No.
P.E.
39573
David S. Knight, P.E_
Fl. Rea No. 41060
SHEE
3ol
fl
B 7�
E
02
FMARK
L L
1� F
F L F
I uli
typ- every
2nd �step
sed Lighting Elevation - West Face
Scale: 1" =10'
7, 'Ir
�3'
,Tk
J
�Jo
;�k -
wm
ES'B
PER FDEP APPROVED PLANS DATE —STAMPED OCTOBER 26, 2018
REVISION
71-
o
0
�-A
North
am
]13
b 1p
F 13
L PU
Proposed Lighting Elevation - North Face
Scale: 1" =10'
5' u. E.
W P.B. 60, Pr,. 4
PROPERTY OF THE
ENGINEER. WHETHER THE
PROJECT FOR WHICH THEY
ARE MADE IS EXECUTED OR
DESIGNED
DSK
DRAWN
PMP
NOT. COPY OR USE FOR
OTHER PROJECTS IS
PERMITTED ONLY BY
CHECKED
DSK
WRITTEN CONTRACT WITH
E G NEER.
U'NAUTHO'RIZED USE WILL
- I I - PURSUANT
PC THE COPYRIGHT LAWS.
01-24-19
PIMP
SCALE
AS NOTED
DATE
BY
DATE
06-26-2018
ru7
LOT 2
Second Story Lighting Plan
Scale: 1" = 10'
B.A.E.
B.A.E.
A&
Proposed Lighting Elevation - East Face
Scale: 1" —10'
RAE
B Af
SECOND HABITABLE FLOOR
NO
XTERIOR LIGHTING IS INDICATED
THIS DESIGN. ALL LIGHTING
ASSOCIATED WITH EXTERIOR BALC
SLIDING GLASS DOORS ON THE EA
FACE OF THE SECOND HABITABL
FLOOR HAS BEEN REMOVED A
SPECIFICLY REQUESTED BY THE F
FOR THE PURPOSE OF PROTECTIO
FLORIDA WILDLIFE (SEA TURTLE�
KNIGHT, McGUIRE &ASSOCIATES, INC.
CONSULTING ENGINEERS AND PLANNERS
80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960
PHONE: (772) 569-5505 FAX: (772) 569-1455 ETMAIL: Civil@KnightMeGuire.com
CERTIFICATE OF AUTHORIZATION NUMBER - 00006335
F
ACQUAVISTA - LOT 3
SINGLE FAMILY RESIDENCE
ST. LUCIE COUNTY9 FL.
- 3A E
21L
SAE.
M
I
Graphic Scale
E
Proposed Lighting Elevation - South Face
Scale: 1" =10'
LIGHTING KEY
SYMBOL
FIXTURE
QUANTIn
BULB
MOUNT
HEIGHT
COMMENTS
RECESSED
18 WATT
CEILING
VARIES
INTERIOR BLACK BAFFLES
0
CEILING
6
LED
MOUNTED
12' max.
WILDLIFE CERT. NO.
A
LIGHT
(AMBER)
(recessed)
ABOVE F.F.
2012-041
SHIELDED
18 WATT
8' ABOVE GRADE
WITl- TURTLE INSERT
BQ
WALL
6
LED
WALL
MOUNTED
(1ST FLOOR)
WILDLIFE CERT. NO.
SCONCE
(AMBER)
FIRST FLOOR ONLY
2007-030
WALL
STEP
IF ON PERIMETER OF POOL
C
5 WATT LED
MOUNTED
MAX
DECK, MUST BE MOUNTED
MOUNTED
STEP LIGHT
12
(AMBER)
(recessed)
HEIGHT 12
DIRECTED AWAY FROM BEACH
ABOVE FF.
CERT. NO. 2008-007
5 WATT
18' ABOVE
LIGHT DIRECTED DOWNWARD
D
PATH
7
LED
POLE
GRADE
WILDLIFE CERT, NO,
LIGHTING
(AMBER)
MOGNTED
2010-014
�E
POOL
1
3 WATT LED
UNDERWATER
24"± BELOW
WATER
WITH TURTLE INSERT
WILDLIFE CERT. NO.
LIGHT
(AMBER)
2012-001
SIURFACE
F
WALL MOUNT
18 WATT
WALL
8' ABOVE
LANDWARD SIDE OF
4
LED
MOUNTED
PROPERTY ONLY —
ENTRY LIGHT
(AMBER)
(flush)
GRADE
WILDLIFE CERT. NO,
2016-036
G
WALL
3 WATT LED
WALL
MAX
MAY BE USED IN PLACE OF
MOUNTED
OPTIONAL
(AMBER)
MOUNTED
HEIGHT 12"
"C" TYPE LIGHTING
STEP LIGHT
(recessed)
ABOVE F.F
CERT. NO. 2013-020
REFER TO ARCHITECTURAL PLANS FOR PLACEMENT OF LIGHTING FIXTURES
ALL LIGHTING SHALL BE PLACED TO AVOID SIGHTS
FROM BEACH FOR SEA TURTLE PROTECTION
I SEA TURTLE PROTECTION NOTES
1.) NO CONSTRUCTION CAN OCCUR SEAWARD OF THE PRIMARY DUNE,
DURING MARINE TURTLE NESTING SEASON. (SEASON MAY IST TO
OCTOBER 31)
2.) NO FENCES, INCLUDING CONSTRUCTION FENCES, CAN BE ERECTED ON
THE SANDY BEACH DURING MARINE TURTLE NESTING SEASON
3.) ALL CONSTRUCTION FENCES MUST BE ERECTED LANDWARD OF THE
PRIMARY DUNE.
4.) NO LIGHTS SHOULD BE VISIBLE FROM THE BEACH DURING
CONSTRUCTION.
5.) ONLY THOSE EXTERIOR LIGHTS INCLUDED IN THE APPROVED AND
STAMPED LIGHTING PLAN CAN BE INSTALLED ON SITE.
6.) ALL GLASS WINDOWS AND DOORS MUST BE TINTED TO A 4_�% LIGHT
TRANSMITTANCE LEVEL.
Second Floor Lighting Plan
Lighting Elevations
DATE: PROJECT NO,
< 18-022
SHEET
Scott B. McGuire, P.E. David S. Knight, P.E. 4of5
Ft. Reg No. 39573 Fl. Reg No. 41060 1
<
E
0
0
CIP
02
MARK
0
0
Ile
Call,
WM
53
Or 5'
10, 20' 30' 40'
ESB
'On
T,
5' U. E. Graphic Scale
\4
P.B. 60, P�'
LEGEND
DENOTES SODDED AREAS
FT
T,
DENOTES PAVER BRICK DRIVEWAY \
DENOTES LANDSCAPE BED AREAS
DENOTES RESCRATION PLANTING
refer to NATIVE VEGETATION note (c) at
left for acceptable plant species I Y4
-8-OD'
ti
C1
-1 all
"T 47 i
'A
F,
0�
ZI
Yel;
F,'
<0 109
NAVD 1988 BOC/CONC
52
ALL ELEVATIONS DEPICTED HEREO
FN R&C PSM\
9 1
REFERENCE NAVD 1988
X T,
Planter Edging Detail
LEGEND - INTERLOCKING PAVERS: Paver Systems or equal. 2" min. Pavers adjacent to Landscape Areas
PAVER UNIT PATTERN NOTES (color, mix direction, etc 2" Mulch----,
ec
APPIAN -STONE
herringbone
color - TBD by cwnei
Finished Grade
GENERAL NOTES: AFTER Plant
Installation
• For complete Installation & Specification details of pavers contact Paver Systems by Old Castle or equal. Troweled concrete
(561)844-5202 edge restraint to be
6" max. positioned starting
• To maintain color consistency, pavers must be installed from several cubes at a time, working NOTE: Top of mulch to be set 2 inches halfway down side
vertically through the cube instead of layer by layer This will ensure subtle blending of any below finished grade of pavers. of pavers, 6" down
minor color variations between the cubes.
& 6" out.
Cross Section A
Sand -Filled Joints
to be fulf-pate, article, e.ua. (Tinimat cuts)
Edge of Ad,d,da, P hey.tani Appian -Stone Pavers or Sirmliar
flat vertical edge abutting pavers ------ (See Legend for Type Size, Pattern, & Color)
V, 1 1/2" Sand Bedding Course
Screeded to the grade & profile required
Mud 4" Compacted Crushed Limerock
NITS
OaB" Compacted Subbase
For complete Installation & Specification details of pavers contact Paver Systems by Old Castle or eauttl
PROPOSED DECORATIVE CONCRETE PAVERS DETAIL
Palm Planting Detail
Tree Stakes are to be removed between 6-12 months NTS
by the Owner. Cut fronds and
bud to increase
dn' survival of tree.
Apply burlap only where
wood is in contact wl tree,
to minimize staining trunk.
Construct saucer to
retam water
Backfidl mix
Root Barrier —
See plan for location if
To be Installed according to
applicable.
manufacturer's specification.
Place (3) 2 x 4's equally
around tree Secure w/
steel wire strapping Apply Burlap only where Place (3) 2 x 4's, equally
wood is in contact around tree
w/ tree, to minimize
staining trunk. Secure w/ Steel wine Strapping
,-24 Radius. of Rootball
Mulch 3" thick 3" Deep Mulch, after
Construct Saucer watering in, 24" radius
2 x 4 Stake to retain water 2 x 4 Stake
i't
50% larger than diameter Backfill Mix —:3fli
Diameter of hole is to be
—Diamater of Hole is to
of root ball _U,�J
lsgg��
be 3x larger than
PER FDEP APPROVED PLANS DATE —STAMPED OCTOBER 26, 2018
REVISION
DESIGNED
DSK
ENGINEER. WHETHER THE
PROJECT FOR WHICH THEY
ARE MADE IS EXECUTED OR
DRAWN
PMP
NOT COPY OR USE FOR
OTHER PROJECTS IS
CHECKED
DSK
PERM17ED ONLY BY
WRITTEN CONTRACT WITH
01-24-19
PMP
SCALE
AS NOTED
THE ENGINEER.
UNAUTHORIZED USE WILL
DATE
BY
DATE
—
06-26-2018
BE PROSECUTED PURSUANT
TO THE COPYRIGHT FWVS.
_1A
c)
t
I < \
�;Y
11011 tK
-------
Sip
FI--
lb
B.A.E. 3.A.E.
C) —5
6
rA
FIND/ R&C ASI LB 7 9 bz
ri li" B.A.E.
ft4ll�)
0 N A IT IVE PLANTS
as necessary
1b
NIP
C"
U5Z
T�
T,\�,__FND/Alk NO ID
FN D/6,, 11
ANDSCAPEPLAN
. ..... '17L
\\\ A
Native Vegetation Protection Requirements. (All work shall meet the following native vegetation
protection requirements)
(a) Landscape plants shall be installed in a way that minimizes impacts to existing native salt -tolerant
vegetation.
(b) Any native salt -tolerant vegetation destroyed during construction shall be replaced with plants of the
same species or with other native salt -tolerant vegetation suitable for beach and dune stabilization.
(c) All plants installed in beach and coastal areas used to replace vegetation displaced, damaged, or
destroyed during construction or otherwise shall be of species native to Florida beaches and dunes in
that part of the state, such as sea oats, sea grape, saw palmetto, panic grass, saltmeadow hay
cordgrass, seashore saltgrass, and railroad vine.
(d) Landscaping activities shall be limited to 10 feet seaward of the authorized structure. No landscaping
activity or other removal of native vegetation shall occur seaward of this point.
(e) Planting of invasive nuisance plants, such as listed in the Florida Exotic Pest Plant Council's 2007 List
of Invasive Plant Species (published Fall 2007), shall not occur if the planting will result in removal or
destruction of existing dune -stabilizing native vegetation or if the planting is to occur on or seaward of the
dune system. The 2007 List of Invasive Plant Species (published Fall 2007) is incorporated by reference.
Copies of this document may be obtained by writing to the Department of Environmental Protection,
Bureau of Beaches and Coastal Systems, MS 300, 3900 Commonwealth Blvd., Tallahassee, FIL
32399-3000; or at the following web site: www. dep. state. fl. u sibeaches.
Tree Planting Detail
Remove burlap
top of FCC
Construct setup
IX
2 x 2 PT Pine
iick
f hole Is to be 50%
diameter of root ball
Backfill mix
KNIGHT, WGUIRE &ASSO
CONSULTING ENGINEERS AN
80 ROYAL PALM POINTE, SUITE 401 VER
PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAI
CERTIFICATE OF AUTHORIZATION NU
Shrub & Groundcover Plantina Detail
Scale 1 10,
Plant List
I
aM
U
Note: All Shrubs And Groundcover Shall Be Triangular NTS
Spaced Along Straight Edges And will Be Planted In
Parallel Rows Along Curved Edges.
Edge of Paverlient, Curb
Aft_"� or Bedline
4" Earthen
Mulch
-Prepared Planting
Soil Backfill
Scarify Pit Bottom
a A.E
RAE,
34E.
e)-fl
Ei
PROPCISF
Ni
T�
N
Label
Key
Oily.
Scientific\Common Name
Hit.
Remarks
G.L.
T Bursera simaruba
12'min.
spComen Free
Gumbo Limbo
a . La ure If 40135
L
q 5 rollf
Yes
Yes
EV
Quercus vi . ii . ni . ana
12'min.
opeamen ree't/Width
1
_Wt_='V'�
Oak
_�a
6 min.
Yes
Yes
C.P.3
e
ba'pa'm "a
I. vur,
Cabbacer
Ye,
5 Total Trees- 100% native and drought tolerant
—
Label
Key
Oty.
Scientific\Common Name
Hit.
Remarks
Native
Drought
Tolerant
Remart
B. W_
3
Conocarious erectus
Buttonwood
6' min.
SP -, 1.5"dia. CD 67—bo—vc
_grade
avg. mature hgVwdth 20110
Yes
Yes
2.
F.S.
2
Slpfindi na a
0
6'min.
31-c-Curfern tree, 1 5 Cra ic) 6'above grade
/or' cia " erl
b
avg mature gtlwdth 25115
Yes
Yes
_t3
r
&M-2
0
Mn"'Z",11111
', v,
36"min.
planted at min. 30"o.c.
Y"
6 Total Understoty Trees 100% native and drought toterant
E
Ft
pb��O�ty,
Scientific\C011him
Remarks
Native Drought Lolerant
V.I.
19
Viburnaum suspensum
Viburnum
24"
plantedatmin, 30"o,c.
Yes
No
WM
7
Mj�a�'%Ycrer,,Ilera
jBIr
planted at min. 30"o.c
Yes
Yes
Di
18
Liex vomitoria 'Nana'
Dwarf Youpon Holly
18'
planted at min. 30 o.c
Yes
48 Total Shrubs - 100010 native and 48% drought tolerant
LlKeY...
sciflentificti,common Name Remarks Native Drought Tolerant
..... .
BahaiSod
Yes
Yes
MulJ7711enbr Is lar capillaris
g
Mu G
y ass
I gal. planted at 10'0 c in landscaped areas not sodded
Yes
Yes
Eucalyptus Mulch
3" thick layer in landscaped areas not sodded
n1a
n1a
DUNEPLANTS
AS NECESSARY - REFER TO NOTES FOR SPECIES
YES
YES
Notes
All proposed plant material shall be Fla. #1 or better. (Fla. No. 1 as defined by Grades and Standards for
Nursery Stock 2nd Edition Feb. 1998 or latest edition)
All new landscape areas shall be provided 100% coverage automatic irrigation system as approved by County
& DEP. (Temporary only within dune areas)
All new planting areas shall be free from shell rock, debris, weeds, etc.
Contractor shall verify all final quantities in field under supervision of DEP field officer for limits of installation.,
Contractor shall provide unit prices at time of bid. Contractor Shall be familiar w/ the Landscape code and shall
comply with all of its applicable requirements.
All contractors working on the project shall be licensed and fully insured as required.
r Call 48 hour.
before ru dig
In Forl a
It's the Law! It
1-800-432-4770
PP&L (305) 347-3900
Sunshine State One Coil of Florida, Inc.
CIATES, INC.
ACQUAVISTA - LOT 3
DATE:
DAa�.
PROJECT NO.
D PLANNERS
SINGLE FAMILY RESIDENCE
LANDSCAPE PLAN
r,
4 2019-
18-022
D BEACB, FL 32960
'-: Civi]@Kni-htMeGuire.com
ST. LUCIE COUNTY, FL.
DETAILS & Notes
�4
t-all
SHEET
BER - 00006335
Scott B. McGuire, P.E.
David S. Kri P.E.
5of5
CIE
bTKULTURAL NOTf5
GENERAL NOTES CONCRETE KEINIFORMCEIVIENT
THE DE51GN AND CON5TPUCTION Of THE STRUCTURE AND/OR STRUCTURAL COMPONENTS DEPICTED
ON THIS PLAN ARE FULLY UNDER THE JURISDICTION Of THE fLOPIDA BUILDING CODE 20 17. 1 . CONCRETE REINffOF,0NG 5AP5 SHALL BE DEfOPMED NEW BILLET STEEL CONFORMING TO A5TM
A-G 15, GRADE GO, WITH MINIMUM YIELD STRENGTH = GO,000 p5i.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS PRIOR TO
COMMENCEMENT Of CONSTRUCTION. ANY DI5CREPANCIff5 SHALL BE BROUGHT TO THE IMMEDIATE 2. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 24
ATTENTION Of THE APCHITECT FOR COORDINATION OF CHANGES WITH THE ENGINEERING PLANS AND INCH LAP, PROVIDE CORNER EARS
SPECIFICATIONS. 3. ALL CONCRETE MA50NARYCONSTPUCTION SHALL CONFORM WITH ACI 530-88/A5CE 5-88. ALL
3. CONTRACTOR SHALL COORDINATE SLAB ELEVATION, CHANGES, DEPRE5510N5, THRESHOLDS, PADS, CONCRETE MASONRY UNI- 5 SHALL COMPLY WITH A5TM C-90 WITH TYPE M OR 5 MGRTAP
ETC. AND ANY UNKOWN FIELD CONDITIONS. COMFLYING TO A5TM C-2 70. MASONRY UNITS SHALL HAVE A MINIMUM COMPRE55�Vff STRENGTH
OF 2000 F51 ON THE NET AREA.
4. THE CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND
START Of CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CON5TPUCTION AND ITS 4. ALL SPLICES SHALL BE LAF SPLICES, SHALL 13E A MINIMUM Of 48 BAR DIAMETEPS, USING LARGER
CONTENTS. BAR DIAMETER WHEN 5PLI:�NG DIP fEUNT 51ZE BAP5.PE[NfOPICEMENT TEPMINATION5 INTO TIE
BEAMS AND FOUNDATION5 OR AS NOTED.
5. REFER TO THE ARCHITECTURAL DR.AWINGS POP ALL DIMEN51ON5 NOT INDICATED. ANY DIMEN51ONAL
D15CPEFANCY FOUND ON THE 5TKUCTURAL DPAWING5 SMALL BE FURTHER VERIFIED WITH 5. REINfORMCEMNT MAY BE BENT IN SHOP OR FIELD, PROVIDED THAT THE DIAMTERE Of BEND SHALL
ARCHITECT t ENGINEER. BE GRE ATER THAN G BAR VIAMETEP5. PEINFORCEMENT PARTIALLY EMBEDED IN CONCRETE SHALL
NOT 13E BENT,
G. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, RE PER TO THE MANUFACTUPE-5
IN5TPUCTION5 UNLE55 INDICATE[) ffL5ffWHEPf IN TIHE CON5TPUCTION DOCUMENTS, G. SECURE PEINfORMCEMNT FROM D15FLACEMENT DUPING PLACEMEMNT UTILIZING CHAIRS AND
BQL5TER5. WELDED WJRf MESH SHALL CONFORM TO A5TM A- 185. PROVIDE CHAIR5 AND
7. THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE J013-51TE, A CURRENT APPROVED BOLSTERS TO IN5UPE THAT THE ME5[115 EMBEDDED I " FROM TOFOF SLAB.
SET Of SHOP DRAWINGS.
7. STANDARD 90 DEGREE HOOK (STANDARD HOOK) SHALL TERMINATE WITH A 30 DEGREE BEND AND
8. REFER TO APCHITffCTUPAL, MECHANICAL, ELECTRICAL AND PLUM51NG DRAWING5 FOR. OPENINGS, AN EXTEN51ON FROM SEND AT LEAST 12 BAR DIAMETERS. TH15 SHALL BE USED AT ALL VERTICAL
SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. REINFORCEMENT TEPMINA-ION5 INTO TIE BEAMS AND FOUNDATIONS OR AS NOTED.
9. ALL CONSTRUCTION PERfOPMED IN ACCORDANCE WITH THESE PLANS MUST AL50 MEET OR EXCEED 8. MINIMUM CONCRETE COV�R. SHALL BE:
ALL APPLICABLE AND CUPRENT BUILDING CODE PEQUIPffMNT5 AND MUST BE PERFORMED IN
ACCORDANCE WITH FLORIDA DEFARTMENT Of ENVIPONMENTAL PROTECTION CCCL PERMIT. FOOTINGS * PILES 31,
10. AT ALL PHA5E5 OF CON5TPUCTION, IT SHALL BE THE RESPONSIBILITY Of THE GENERAL BEAMS, SLABS, WAIL 2"
CONTRAC7OR TO CONFIRM THAT ALL PPOP05ED CONSTRUCTION 15 IN ACCORDANCE WITH THE GROUTED MA50NFY 2"
M05T -TO- C
C 9. ALL PILE VERTICAL PElNfOICEMffNT SHALL BE SHOP FABRICATED WITH CLEAN E)OO 5END5 INTO
D. TRANSITION CAP5. HOOK5 SHALL HAVE A MINIMUM LEG DIMEN51ON OF 15" AND SHALL BE TURNED
1 1. THE WALL5 AND PARTITIONS BELOW THE DESIGN FLOOD If LFVATION HAVE BEEN DESIGNED TO ACROOS PILE INTO CAECIENTEP (MAINTAIN A MINIMUM 3" CONCRETE COVER).
COLLAPSE FROM A WATER LOAD LE55 THAN THAT WHICH WOULD OCCUR DUPING THE EASE fLOO 10. ALL BEAM STEEL SPLICES SHALL OCCUR AT MIDSFAN FOP, TOP STEEL AND OVER COLUMNS FOR
12. THE ELEVATED PORTION OF THE BUILDING AND SUPPORTING FOUNDATION SYSTEM HAVE 5 EN
DESIGNED TO WITHSTAND THE EFFECTS OF WIND AND FLOOD LOADS ACTING 51MLJLTANEO LYON 150TTOM STEEL.
5TFYCTUPAL AND NON5TRUCTURAL BUILDING COMPONENT5.
'0 1\
ffOUNDATION NOTES
FOUNDATIONS SHALL BE PREPARED IN FULL CONFORMANCE WITH THE GEOTECHNICAL ENGINEERING
REPORT.
2, ALL RECE55E5 IN CONCRETE SLAB TO BE COOPE)INATED WITH ARCHITECT FOR DETAILS INCLUDING
BUT NOT LIMITED TO: THRE 5HOLD5, STEPS, RECE55ED SHOWER LOCATIONS, fLOOPING FINISH
MATERIALS, AND DRAIN LOCATIONS, ETC.
3. A VAPOR EAPPIER. 15 TO TO BE PLACED UNDER ALL BUILDING FOUNDATION BEAMS AND ff LOOK
SLABS IN ACCORDANCE WITH ASTM E 1903-95, TO BE INSTALLED PRIOR TO POUPING CONCRETE
f OF, FOU N DATI ON.
4. ALL ELECTRICAL CONDUIT, PLUMBING, NC DUCTS, AND OTHER MECHANICALLY REQUIRED INTEPIOup,
COMPONENT LOCATIONS AND INSTALLATION MUST BE COORDINATED WITH THE ARCHTECT PRIOR TO
CONSTRUCTION OF THE FOUNDATION.
5. CONTRACTOR SHALL COORDINATE SLAB ELEVATIONS CHANGES AND ANY UNKNOWN FIELD
CONDITIONS.
G. THE FOLLOWING FREQUENCY Off TESTING SHALL BE REQUIRED BEFORE PLACING CONCRETE POP
FOOTINGS AND SLA55:
CONTINUOUS FOOTING/GRADE BEAM SHALL 13E TESTED EVERY 40 LINEAR f If ff AT BEARING
ELEVATION AND ONE FOOT 13ELOW BEARING, COLUMN FOOTINGS - 25% OF FOOTINGS SHALL
BE TESTED AT BEARING AND ONE FOOT BELOW BEARING. BUILDING FAD 5HALL 15E TESTED
EVERY 1000 SQUARE FEET Of f LOOP, AT GRADE AND ONE FOOT BELOW GRADE.
IN AREAS Of THE BUILDING PAD WHERE SOIL 15 BEING CUT IT 15 THE PE5PON5IBILITY Of THE
SITE CONTRACTOR TO DEN51FY THE TOP 12 INCHES OF EX15TING 501L TO 55% OR MODIFIED
PROCTOR AS RE COMMENDED IN THE SOILS REPORT FOR TH15 PROJECT PREPARED BY KSM
ENGINEERING, INC. DATED NOVEMBER 2000,
Ill THgE 501'LOTESTS 57)ALL MEETWOP EXCEED 55% I`7AODIFED PROCTOR (ASTM D 1557 METHOD A) Iom
7. TH15 5TPUCTURE 15 DESIGNED IN ACCORDANCE WITH ASCE 24, THE FILE * COLUMN FOUNDATION
AND THE 5TRUCTUPE TO BE ATTACHED THERETO HAVE BEEN DESIGNED TO BE ANCHORED 7 _ 0 RE 51ST
FLOTATION, COLLAPSE AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND `LOO[
ACTING SIMULTANEOUSLY ON ALL BUILDING COMPONENTS, IN ADDITION TO OTHER LOAD
REQUIREMENTS AS DEFINED IN CHAPTER 16 OF THE FBC,
CONCRETE NOTES
I �
ALL CONCRETE DESIGN AND
PLACEMENT SHALL BE IN 5TPICT ACCORDANCE WITH THE ACI '15LALDING
CODE REQUIREMENTS FOR
5TPUCTURAL CONCRETE,` ACI 3 18-95.
2.
CONTACT ENGINEER 48 HOUR5
PRIOR TO POURING CONCRETE 50 APPANGEMENT5 CAN BE MADE
TO HAVE AN ENGINEER OR
INSPECTOR FPE5ffNT DUPING THE POUP.
3.
PROVIDE (4) TEST CYLINDEP5
FOR EACH 50 C,Y. Of CONCRETE PLACED OR FRACTION THEPEOf.
4
5TPUCTUPAL CONCRETE SHALL
CONFORM TO ACI 30 1 SPECIFICATIONS AND SHALL DEVELOP THE
FOLLOWING MINIMUM COMPPE551VE
STRENGTH AT 28 DAYS:
SPREAD AND WALL FOOTINGS
3000 P51
COLUMNS AND WALLS,
3000 P51
5EAM5 AND 5LA55
3000 F51
USE REGULAR WEIGHT COtJCRETF.
5.
STRUCTURAL CONCPffTIf SHALL
CONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS
AGGREGATE REQUIREMEN15:
LOCATION
SLUMP MAX. AGGREGATE
FOOTINGS
2F�I ASTM #57
COLDIM��5
1,511± A5TM #57
13ffAM5 AND 5LA55
5":t I A5T;,A #57
0
I\N
FILLED CELLS
811± A5TM #8 PEAPOCK
TIE BM-9 * TIE COL5
5".t I " A5TM #6 PEAROCK
m�mmmkml
PILES
811t I " A5TM #8 PEAROCK
THE USE OF JITTER5UG5 10
CONSOLIDATE CONCRETE WILL NOT BE PERMITTED.
G.
ALL PUMPED CONCRETE WTH
#57 AGGREGATE 15 TO CONTAIN A HIGH RANGE WATER REDUCING
AGENT. MINIMUM 51ZE Of
D15ChAPGE TO BE 4" I.D.
7.
A 211 I,D. DISCHARGE MAY
BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE If
NECE55APY TO INCREASE
5LUMP5 BEYOND THAT NOTED ABOVE.
8.
CHAMfER, ALL EDGES Of EXP05ED
CONCRETE 3/4" UNLE55 NOTED OTHEPWISE.
9.
ALL SLABS ON GRADE SHALL
BE FIBER RENfOPCED CONCRETE, UNLESS NOTED OTHERWISE.
WELDED WIRE `ADPIC 5HA-L
CONFORM TO A5TM-A l 85.
10,
SLEEVE ALL PENETRATION5
THPOUGH BEAM5 AND SLABS, INDIVIDUALLY. CORE DRILLING WILL NOT BE
PILE5 SHALL BE CAST IN PLACE (AUGER) I G" DA with 5,000 p5i CONCRETE (SEE TYPICAL DETAIL).
PERMITTED. SUBMIT LOC
ION AND 51ZE Of 5LEEVE5 THROUGH BEAMS TO ENGINEER FOP PEVEW
2. ALL PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PECOMMENDATION5 Of THE -90ILS
PRIOR TO CASTING CONCI'ETF.
ENGINEER AND PROVIDE THE FOLLOWING CAPACITIES:
1 1. NO REINfORCING BAP5 51-IALL
BE CUT TO ACCOMMODATE THE INSTALLATION Off ANCHORS, EMBED5
OF OTHER ITEMS.
all pilc5 @ 20'± 12610W 5cour - 40 TONS COMFRE55ION; 12 TONS TEN51ON
12. AT CHANGES IN DIRECTIO1`1
Of CONCRETE WALLS, BEAMS * STRIP FOOTINGS, PROVIDE CORNER
REfERTO PILE SCHEDULE (5heet 5-2) FOR MORE DETAILS.
BARB Of SAME 51ZE AND
DUANTITY UNLESS NOTED OTHERWISE AS HOPIZONTAL STEEL. REFER TO
TYPICAL DETAIL.
3. UNLESS OTHERWISE NOTED ON PLANS, CENTER ALL PILE5/PILE CAPS UNDER PE5PECTIVE COLUMNS.
13. ALL EM13EDDED ITEMS SHALL
13E SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT.
4. CAST IN PLACE (AUGER) TYPE MILES SHALL CON515T of CONCRETE PLACED AFTER 13EING DRILLED BY
14. WEDGE BOLTS SHALL BE I-'W
PAM5ET/PEDhIfAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN
A CONTINUOUS FLIGHT AUGER.
ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS. DO NOT CUT EX15TING REINFORCING TO
TOLERANCE FOR PILES 15 2" IN ANY DIRECTION UNLE55 NOTED OTHER&I-91f. ALL PILES TO PENETRATE
INSTALL.
20.00 NAVID OR AS NOTED. REFER TO PILE SCHEDULE (5hp-et 5-2) FOR MORE DETAILS.
15. HEADED STUD ANCHOP5 . 5HALL
13E A5TM A 108, GRADE 5, 10 10 THROUGH 1020 As
SHALLOW fOUNDATION5
MANUffACTUPED BY NELSON
1 STRUCTURAL
STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL CONFORM TO
CODE."
AW5 D 1. WELDING
501L TO BE STPIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS
I G. FOOTING 51ZES SHOWN AU
FOR FOOTINGS CONSTRUCTED WITH 51DE fOPMS. If SOIL MATERIAL
OF THE SOILS ENGINEER AND PROJECT 5PECIf CATION5,
CAN HOLD A VERTICAL SH
NPE, IT CAN BE USE D AS AN EARTH FORM. ALL SLOUGHED MATERIAL
SHALL BE REMOVED FRO%
EXCAVATION BEFORE AND DURING PLACEMENT Of CONCRETE.
2, CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR, WALI-5 UNLE55 OTHERWISE SHOWN
ON PLANS. MAXIMUM M15PLACEMENT OR ECCENTP(CrTY SHALL BE 2". TOLERANCE FOR
17. PLACEMENT Of CONDUIT /
ND PIPES IN CONCRETE SHALL CONFORM TO ACI 3 18, SECTION G.3.
M(5LOCATION Off COLUMN DOWELS OR ANCHOR 50LT5 TO BE PEP, ACI OR AISC 5TANDAPD5.
3. WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN CONTINUOUS FOOTINGS, PROVIDE A KEYWAY
PEP THE TYPICAL DETAIL. HOPIZONTAL-CINT5 IN FOOTINGS WILL NOT 13E PERMITTED.
THESE PLANS ARE NOT
FOR CONSTRUCTION UNLESS STAMPED
4. CONTRACTOR TO NOTIFY ARCH ITECT/ENGI NEER If 501L CONDITIONS ARE UNCOVERf D THAT FIREVENT
"Constr Set",
DATED, SIGNED AND BY THE ENGINEER.
SEALED
THE REQUIRED SOIL BEAPING PRESSURE FROM BEING OBTAINED,
ALL CONSTRUCTION
S)HALL BE 'IN COMPLIANCE WITH ALL
5. COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTIFRfEPENCE. INDIVIDUAL
FOOTINGS SHOULD BE LOWERED WITH THE PRIOR APPROVAL Of THE 5TPUCTUPAL ENGINEER.
JURISDICTIONAL PERMITS,
CONDITIONS AND CONTRACT DOCUMENTS.
CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DET AILED ON THE DPAWING5.
G. EXCAVATING UNDER OR NEAR IN -PLACE FOOTING5/fOUNOATIONS WHICH D15TUPBS THE COMPACTED
PERMITTED.
CONTRACTOR SH
LL COORDINATE ALL DETAILS AND
SOIL BENEATH THE FOOTING5/fOUNDATION5 WILL NOT 13E
7. REINFORCING SHALL BE SUPPORTED ON PRECAST CONCPfTE PADS. DOWELS FOR COLUMNS AND
ELEVATIONS WITH
ARCHITECT PRIOR TO CONSTRUCTION.
FILLED CELLS SHALL BE SECURED IN PLACE FFIOR TO POURING CONCRETE, USE TEMPLATES POP
SETTING COLUMN DOWELS AND ANCHOR BOLTS.
a
F32
WA
P 13
F)22
P3
WON
F37
F(5 P9
P4 FD5
(D
F3 3
m
Q
P38
FILING OVERVIEW
5CALE: 3/1 G" = I'-011
CODE * DE51GN CRITERIA
I , ALL 5TRUCTLJPAL PLANS SHALL 13E IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND
FLORIDA BUILDING CODE PE51DENTIAL 2017.
2. BUILDING CLASSIFICATION ENCL05ED REVIEWED FOR
3. DESIGN WIND SPEED I 70mph Vult CODE COMPLIANCE
4. IMPORTANCE FACTOR 1.0 ST. LUCIE COUNTY
5. EXP05LJKE CLASSIFICATION D BOCC
G. INTERNAL PR�55URE COfff --t 0. 18
7. SIE5MC ZONE 0 IFILE COPY
5. MEAN BUILDING HEIGHT 28.42'
9. ALLOWABLE 501L BEARING PRE55URE 2,500 F5F. VEPIfY WITH GEOTECHNICAL ENGINEER
REPORT PPIOR TO CONSTRUCTION,
A55UMFTION5:
A. THE 13LJILDING 15 "ENCLOSED" AS DEFINED IN "FLORIDA BUILDING CODE 2017.
B. WIND VELOCITY FIRE5SURES AND COEFFICIENTS USED APE FOR MAIN WIND FORCE PE515TiNG
SYSTEM; ALLOWABLE 5TPE55 DESIGN, K& = 0.85.
C, ALL PRE-MANUfACTUIRM COMPONENTS, I.E. WINDOWS, DOORS, JAMES, TRUSSES ETC, SHALL
BE VERIFIED BY MANUfACTUREP TO BE CAPABLE Of SUSTAINING DESIGN WIND FORCES.
INSTALLATION SHALL 13E IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
D. ALL COMPONENT5 AND CLADDING SUBJECT TO WIND LOADINGS: I.E. Poor TILES, -90ff ITS, ET
SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTUREP5 5FECIFI CATIONS FOR
ADEQUATELY RE515TING ORTRAN5fEPRING WIND LOADS TO THE MAIN WIND fOPCE PE515TIN
SYSTEM. 'Z
E. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION SPECIFICATIONS A 0 1
I N5PECTI ON5 REQU RED TO COMPLY WITH MAN U fACTURER5 RfCCOM MENDATI ON5 POP W"mw�,fivm
INSTALLATION Off COMPONENTS AND CLADDING FOR HIGH WIND VELOCITY APEA5.
F)3G
F31
P34
P35
a
P43
F A
) I I
F)49
ME
NO
NO%
F51
P50
im-A
P42
F40
REFER TO 51-If-IfT 5-2 fOR PILING 5CI-IEDULF
RECEIVED
MAI, 0 119
MA50NKY NOTES ST, 6w4lo Cowntp ParmIttin g
I . MASONRY CONSTRUCTION 5114ILL CONFORM 10 ACI `BUILDING CODE EQUIREMENT5 FOP, MA50NPIY
5TIRUCTUPE51 (ACIVASCE 530-85) AND SFECIFICATION5 FOR MA5ONP.Y 5TPUCTUPE5" (ACl/A5CE
530. 1 -68) EXCEPT AS AMENDff D BELOW,
2. 5TPUCTLJRff HA5 13EEN DESIGNED A5 A BffAPING WALL S�RUCTURE. ALL MA50NPIY UNITS SMALL BE
LAID PRIORTO CONCRETE PLACEMEN F Of COLUMNS, BEAMS AND SLABS 'Op, THE SAME STORY.
3. USE TYPE I'M" MORTAR WITH MiNiMJM COMPP.It551VE STRENGTH OF 2500 PSI POP A50VE GPADE
APPLICATIONS AND TYPE '5` MOR7AR. WITH A MINIMUM COMPPE551VE STRENGTH Of 2000 PSI FOR.
BELOW GRADE APPLICATIONS.
4. MA50NKY UNITS SHALL CONFORM TO A5TM C90 WITH A MINIMUM COMPRESSIVE STRENGTH Of
2800 P51 ON NET SECTION, TO PROVIDE NET AREA COMPPE551VE STRENGTH Of MA50NPY (fm') Of
2000 PSI.
5. PROVIDE FILLED CELLS AS SHOWN ON PLANS. IN ADDITION, PROVIDE FILLED CELLS:
A. AT ANCHORAGE Or CONNECTIONS OR BFAPING OF BEAMS AND GIRDERTPU55E5.
5. AT ALL CCRNffR5 AND INF�R51f--CIION5
C. (1) CELL ADjACENT 7-0 OPENING5 FOP WALL SPANS LE55THAN 10'. (2) CELLS ADJACENT
TO OPEN I NG5 rOR WALL 5PAN5 GREATER THAN 10'
D. A5 SHOWN ON ARCHITIC7URAL PLAN5
E, MAXIMUM 48" O.C� (UNLESS NOTED OTHEPW15E)
G. PROVIDE FULL MOKTAP BEDDING AROUND ALL FILLED CELLS WITH VERTICAL PEINfORCING.
7. REINFORCING FOR FILLED CffLLS SHALL CONFORM TO ASTM AG 15, GRADE GO, LAPPED 48 BAR
DIAMIfTER.5.
6. ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO (2) HOUP5 PPIOP TO POURING
BffAM5 AND LINTEL5.
0. PEINEOKCE WALL WITH LADDER TYPE PEINFORCEMENT ("DUK-O-WALL" OR ffQUAQ IN BED JOINTS AT I G"
O.C, MEASURED VERTICALLY. LAP SPLICE ALL HORIZONTAL WALL PEINEORONG GII, PROVIDE
FREfADPICATED "TEE" OF CORN�R 5ECTION5 AT ALL INTERSECTING WALL5.
illilljlllllllll�l 11� I ALL5.
E
10' f� -OUr HO �E9 AT *SEO �FILLtD �ELLWHENTHECO 0�TEFOUPEXC D5 fEETIN
4� ID CLE�A ��FOUR ffXC D
HEIGHT,
j) 1. ALL FRANGIBLE (5RfAi\AWAY) V/A11-1-5 �IAVff BEEN DF9I(-,NFD 'IN ACCOPDANCE WITH A5CE 24.
uj
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PROJECT NO.
18-022
SHEET
S-1
P32
WOW&
EVA
DAMON
_012
CONSTRUCTION SET
F2 P3 P4 ID5 F(S
&WA
TYFICAL PILING @ GARAGE -
on 5HEARWALL FOOTING
35 kip5 TYPICAL LOADING
TY7[CAL FILING
TRAN51TION CAP
F37
-t
CRITICAL CEAFING FUNG�
52 kip,5 COMPPF551ON LOAD
F33
TYPICAL FILING TRANSITION
CAP @ GARAGE
F34
TYPICAL FILING @ GARAGE
CRITICAL MAKING FILING
58 kip5 COMFKE55ION LOAD
17- 1 o'-
F3(S F3 5
ro/.Dv
G'-2
P3(5 A�
I ELEVATOR FIT Rf `EF
TO DETAIL 9HEET 3-� I
P2 1
P30
S 1 497%;�_ 2'
I J'-2' 2'0`
TYPICAL FILING @
5HEAKWALL FOOTING
7 43 kip5 MAX LOADING F 18
DOIJELE FILE @
_5H_jA_KWA_LL FOO-TING?
CIRITIC L 13EAPiNG POINT
TYPICAL PILING
TRAN51TION CAP
P27
ELEVATION CHANGE TYPICAL FILING @ ELE\
AT 5HEARWALL PILING 5111ARIVALL 1OOTI G
NG AT 5H
43 kip5 MAX. LOADIN
-I
-011 '-0`-
AUGER-CA5T P
SCALE: 114" 1'-011
P24
LE LAYOUT
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set",
DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN
COMPLIANCE WITH ALL JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
CMANGE
1 FILING
-5
F) 12
3
DOU15LE FILE @
51iEAPWWfOOTING
CRITICAL RING POINT
TYPICAL FILING t
TPAN51PON CAP
F51
'--TYPICAL FILING @ PATIO
W1 I KAN51 FION CAP
F,48
P50
F47
FOOL 5HELL A550CIATED
FILE5 BY OTHEP5
im
CONCRETE COLUMN "VARIABLE
PILE" - COORDIANTE LOCATION Of
FILE * COLUMN WITH FINAL POOL
0ff5IGN PRIOR TO CON5TRUCTION
TYPICAL FOR ALL PILING ADJACENT
TO FOOL 5HELL
"a
V%
V
F-4 2
TYPICAL FTI NG @
PATIO
w/ TKAN51TION CAP
INST
POURED -IN -PLACE or
PILATER DLOCK CONCRETE
COLUMN - REFER TO PLANS
FOR LOCATIONS - KEf ER TO
COLUMN SCHEDULE FOR
SPECINCATION5 $
REINFOPCEMENT - TYPE
`C- " COLUMN ILLUSTRATED
TRANSITION CAP or GRADE DEAM
REP EK TO TRANSITION CAP
DETAIL (5heet 5-3) FOR REINf.
REFER TO GRADE 15EAM DETAI LS
sheet 5 5
CLEAN OUT G` DELOW TOP
OF FILE 'To AF
'lop
PP
CON5_RUCT�ION
#3 STIRRUPS SPACED 3" 0,C.
4 1
@ TOP Of PI LE TH ff N 10" 0. C,
FOR REMAINDER AS SHOWN
I G" clia. AUGER CAST
FILE wl (G) #G E53AR5
only (3) bar5 51hown
C'.
PILE SHALL BE DRILLED wl A
CONTINUOUS FLIGHT AUGER,""
AND CAST wl 5,000 PSI GROUT
W1 RE TI E5 1��
(G) #3 15ARS
TAPERED TO POINT $ TIED
TO PILE CAGE AS SHOWN
HOOr\ ALL FILE REINF TOWARDS
CENTER Of TRAN51TION CAP or
XDR
RADE 5ff AM - REFER TO
ETAII-5 (5heet 5-3)
TOF Off TRAN5. CAF
EL.=Hlf 5CHEDULE
3" MIN. FILE EMBEDMENT
per `15C 18 10.3. 1 1
PILE CAPACITY 15 RELATIVE TO PILE DEPTH
BELOW T1,Iff SCOUR LINE. REFER TO DEEP
FOUNDATION NOTES FOP, DETAILS.
PILE/CAP/COLUMN
SCALE: NOT TO SCALE
PILING 5CHEDULE
15OTTOM Off FILE CAGE
EL. -HE 5CHEDULE
DETAIL
DE51GNATION
TYPE
TOP Of PILE
PILE DEPTH PILE Iencjth
CAP eleation
P I _FG
I G"
AUGER-CA5T
7.2 5
n a va
19.00
navc]
2G.25'
9.00 navd
.... _ .......... ... . .
- ------
P7-P 1 2
1
1 G11
AUGEK-CAST 1
t.
8.75
riavd
19.00
. .
navoi
....... ..... . ... ...
27.75'
------
10.50
navd
P I 3-P20
I G`
AUGER-CAST
1 1 .25
navd
I e.00
nava
30,25'
13.00
navol
.... .. .... ..
P21
I G"
AUGER-CA5T
1 1.25
navoi
-24.00
navd
35.25'
13.00
navci
P22-P23
I G"
AUGER -CAST
8.25
navd
19.00
riavcl
27,25'
10.00
navd
P24-P25
I G"
AUGEK-CA5T
9.75
navoi
19.00
naVd
28.75
1 1.50
navd
P2G
I
I G`
AUGER--CA5T
1 1.25
navd
19.00
naVCI
.. . ..... . ... ....
30.251
13.00
navd
. . .. ... ....
- ------- -----------
P27
........ . ........ - -------
-
1 G`
- ------ 1_________.__._
AUGER-CA5T 1
. .. ... .. .... .. ..... ... ..
5.75
nava
. .......... - . .. .... .... ....
19.00
nava
28.75
1 1.50
navd
P28-P29
I G`
AUGER -CAST
1 1 .25
navd
19.00
nava
30.25'
13.00
navcl
- -----
F30
I G`
AUGER-CA5T
1 1.25
nava
1 1 -24.00
navd
35.25
13.00
navol
........ . .
. ... ... . ... . ..... .. .
. . . . ... . ...........
. .. . . . .......
P3 I -P3G
I G"
AUGEK-CAST
7.25
navd
19.00
navd
2G.25'
9.00 navd
4
.... ... ...
F37-P38
I G11
AUGEK-CA5T
7.25
navd
-24,00
navci
3 1.25'
9.00 navd
P39-P44
I G`
AUGER -CAST
......... .
10.75
navol
1 19.00
------
navd
29.75'
12.50
navd
P45
------
OMITTED
I`4G-P5 I
I G"
AUGER-CA5T
10
. .....
nav
........ . .. . ...... . ....
19.00
. ...... . .. ...... ..
navd
29.75'
12.50
navd
.. ........ ..
SHALL
ALLATION NOTE:
TOP
OF PILE STEEL
NOT EXCEED 3" (0,
25 feet)
13ELOW THE
CAP ELEVATIC
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PROJECT NC
18-022
SHEET
N
�,Ilii jq��
CONTRACTOR SHALL COORDINATE ALL DETAII S AND -
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
4" thick
TOP OF BEAM
0 9.0 NAVD
refer to
Ln
TOP OF BEAM
@ 10.5 NAVD
BEAM
OX NAVID
TOP OF BEAM
0 9.0 NAVD
V. . . ... . ............
....... . ...
-SHEARWALL FOOTER -SHEARWALL FOOTER
(typ.) refer to details
(typ.) refer to details
in
+1
SURE 2'
.1� r—
itaiii
TOP OF CAP
1 0 9.0 NAvD
(typical) 0
4 THICK **FRANGIBLE** cONCRETE SLAB
(MINIMUM 3000 PSI 0 28 DAYS)
FIBERMESH REINFORCED - SAW CUT AS SHOWN
OVER 6 MIL. VISQUEEN 1APOR BARRIER
OVER CLEAN COMPACTED ERMITE TREATED
FILL (COMPACTED TO 5% DENSITY)
typical for all GROUND FLOOR slabs
,III-\ REVATIN
*so, - —.ff,
F1 7 79"i'NOA t'o.)
4'- 1
.. 74
4" THICK
**FRANGIBLE**
CONCRETE SLAB
+1
ELEVATION
(I 3�O N.A.M.D.) p
5imilar
23'-2`�
5111
f OOTff R
detalil
TOP OF
0 10.5
GAPAGE 5LAE3 T�AN51"
refer to detail sheet
777'
,7,
ox
0
0 1
TOP OF CAP
0 9.0 NAVD
4" THICK "FRANGIBLE"
CONCRETE SLAB
ELEVATION
OL
1 '-0` B.f.f.
613,0N.A.M.D.)
4
TOP OF CA
0 13.0 NAVD
TOP OF BEAM
@ 13.0 NAVID
Cf4 typical (3) 51aC5
46" ____[6
16-
ELEVATION
I' -GI B.F.F.
(12.5 N.A.V.D.)
4" THICK CONCRETE SLAB
(FRANGIBLE)
ALL ENCLO51D 5PACE5 BELOW THE DA51f FLOOD
ELEVATION 5HALL BE PROPERLY VENTED IN
ACCORDANCE WITH ff BC RE GULATION5 - U5E
CA5T_CRETE 6U8 PRECA5T CONCRETE LINTEL5 (or
e6juivalent) ABOVE ALL REQUIRED FLOOD VENTS, IN
MA50N KY WALL APPLICATIONS; - RE f ER TO
I ARCHITECTURAL DRAWING5 FOR VENT LOCATION5
7
ALL CONCRETE SLABS BELOW THE
LOWEST HORIZONTAL SUPPORTING
MEMBER ELEVATION (16.41 N.A.V.D.)
SHALL BE FRANGILBE DESIGN.
refer to EXTERIOR
STEPS FOUNDATION
PLAN sheet S-11
T
--- T- 10'. 24
TOP OF CAP
0 12.5 NAVD
(typical)
12" TNCKENED EDGE wl
(2) #5'5 cont. (typ. at
uncier-patio slab perimeter)
CONCRETE COLUMN on "VARIABLE PILE"
COORDIANTE LOCATION Of FILE
COLUMN WITH FINAL POOL DF51GN
PRIOR TO C01\15TRUCTION typical for
all pileS/colurnn5 adjacent to Pool Shell
A05"TEE6�L 5�15��C'6N�T"['N`U`O-U
5' \<
AT TPAN51TION CAP5 uri
e,
77_W::_:
\ . .. ... . ... ..
77
0
TOP OF BEAM
0 13.0 NAVD
1
Sj%%RL,�FOOTER MOOK� . . .....
re de dill ... ��1301WOO 1-�gi .....
400 12" TNCKENED EDGE wl
(2) #5'5 cont. (tylp. at
uncler-patio 51ab perimeter)
4" THICK "FRANGIBLE" CONCRETE SLAB
(MINIMUM 3000 PSI @ 28 DAYS) 4" THICK CONCRETE SLAB
FIBERMESH REINFORCED - SAW CUT AS SHOWN tyr. 5aw out
Z6 1 (a TOP OF CAP
I � (FRANGIBLE) 0 12.5 NAVD
OVER 6 MIL. VISQUEEN VAPOR! BARRIER ELEVATION (typical)
1
OVER CLEAN COMPA
I
1
FILL (COMPACTED TO 95% C (12.5 N.A.V.D.)
+1
typical for 611 GROUND FLOOR slobs qmw �
Z-O"
'
JA
Ip OF BE
113 .0 NAVD
m
1
TOP OF CAP
0 11.5 NAVD
f-7
�TOIP OF BEAM
10.0 NAVD
01"%
GRADE BEAM TRAN51TION
to cletail sheet 5-1 1
ALL CONCRETE SLABS BEL6 THE 4VyefrICAL (2) LOCATION5
LOWEST HORIZONTAL SUPP07TM
MEMBER ELEVATION (16.41 N.A.V.D
t, SHALL BE FRANGILBE DESIGN.
4" THICK CONCRETE SLAB �D
Lo
(MINIMUM 3000 PSI @ 28 DAYS)
FIBERMESH REINFORCED - SAW CUT AS SHOWN 601
OVER 6 MIL. VISQUEEN VAPOR BARRIER
OVER CLEAN COMPACTED TERMITE TREATED
FILL (COMPACTED TO 95% DENSITY)
SX_w7CU*T_
typical for all GROUND FLOOR slabs
10
W
__42
E
7
— — — — — — — — — — — — — — — — — — — — — —
jl ELEVATION
13 f -F
_100
--------- --- - --- - - - - ----------------
HEARWALL FOOTER (typ.)
refer to details 51MIlar
L
/1 7
I W I
TOP OF BEAM TOP OF BEAM
11.5 NAVID A 12A MAM
E
E
SAW -CUT
4" conc AD
T-1 n
indticed �cracke
max.
C 4
v
clear""c'o
fRANG115LE 5LA[5 DETAIL
5CALE: not to 5CaIC
2 1'411
CONTRACTOR 5HALL COORDINATE wl
ARCHITECT * AIC 5UB-CONTPACTOP
TO ENEURf ADEQUATE CLEARANCE5
`0F A/C EQUIFWENT IN5TALLATION $
MAINTENA�_` F
TRAN51TION CAP LAYOUT
fKANGIBLE I`OOTING5 5LA13,5
5CALE: 1/4" 1'-0"
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
D15CONTINUE STEEL for
fRANG15LE ffOOTING5
refer to riai`5 for ocat=q
- — — — — — —
CONTINUOUS fOOTER @
EXTEPIOP PERIMETER
wl (2) #55 cont. (TYPj
#3 STIRRUPS MfRd
w/ 9,V4" IN51DE DA.
(G) #GO IN
AUGER CAST PILE
exterior ectje
of capflooter
— — —
G" AUGER CAST PILE
PH F CAP `
56C detail
01 TYPICAL FILE @ TRAN51TION CAP
(wl adjacent continUOU5 footinoj)
4" thick FRANGIBLE SLAB
(A/C equipment fad - refer to
architecturals or locations)
C
OIL ELEVATION
I B.f. F.
(I 2�5
#3 5TIPRUP5 MfRJ
wl 9/4" IN51DE DIA.
exterior cocje of cjrade beam
(G) #60 IN
AUGER CAST PILE
te,io coi,
je
, f
r7 Cie beam
I C', AUGER CAST PILE
TYPICAL PILE @ GRADE BEAM
#3 STIRRUPS MFRci
wl IN51DE DIA.
exterior ecicle of alracle beam
F vriterior ecicje of cjrade beam
I G" AUGER CAST PILE—/ I
(G) #GO IN
AUGER CAST FILE
TYPICAL PILE @ GRADE 13EAM
(CORNER)
TYPICAL #G IN AUGER
CAST PIU]
t Of tic
bottom of transition cap
4
I G" AUGER,
CAST PILE M
4.
TYPICAL FILE PROFILE
—MENT DETAIL5
FILE REINIFORCE
4- f_ PILE
5CALE: NOT TO 5CALE
(7) #Cx 15" @ 9"
O.C. AS SHOWN
(3) #3 STIRRUPS
@ 9" O.C.
b" EACh
)E AS 5HOWN
PROVIDE A MINIMUM 3" CONCRETE
COVER FOP ALL REINFORCING STEEL.
ALL TRANSITION CAPS ARE CENTERED
OVER CORRESPONDING AUGER PILE.
0 A
_Tr`��MI\15ITION CAP DE'l-AIL-5
5CALE: NOT TO 5CALE
FOURED-IN-FLACF
G" THICK (nominal)
301 CONCRETE
5TPUCTURAL 5IUAI5 w/
#4'5 12" O.C. EW
ELEVATION
f.f.
2
refer to section —
for beam detaie
3:'!" T.5. COLUMN
(T5C-2; above)
40 lor,5 max. LOAD
DEARING ON 15EAM
MA5ONRY—
NON-ElEARING WALL
FOURED-IN-PLACE
Gil THICK (nominal)
300CF51 CONCRETE
5TRUCTURAL 5LA[3
(balcony)
refer to detai[5 for
reinforcement
If
C-7
. ... ..
(2)
x OP1.1LEDGER
2x4 PRE ENGINEERED
WOOD
—4- 0"�
FLOOR TRUSSES @ 24 O.C.
refer to 5hop drawincj5
CLEVATIO
'!FLU
---- — -------
(2)
4_0 P.T. qEDGEF
WAN
1
2MR,
-7
C
(2)
WO P�T EDGER
ELEVATIA
=CTB.�
feal
tilivill
)x LFDGEO
(2)
I O'P.T
E
NJ �Kp M a
IN
I L EP
!C7ANTTILER
MA5ONRY 5�IEARWALL
4
G
ACALEV;jP
r ELL - qfo�n to belo� - ref
STAI 1W
�r to 5ho&
5-12 fcr,rRAMNC,DETAfl_5 -
refer to
`�/AN5 for 5TAI,-5
DETAIL5
'1APCHlTEQTUPAL
5
9001
FdURrD-IN- LACE
3OOOp5, CONCil
U TUFAL 5LA59- reflex
0
�or
r, ��_N
kre@
f In 11 1 1 5
MA5,q)NPY
RWALL
5MEA.,
51 -
CANTILENF4xiil
IBM
refer to 5ection
for beam detaiI5
FLUSH
:11
C-7
13
in
Gil THICK (nominal)
300OP51 CONCRETE
ligill,
5TRUCTURAL 5LA5 wl
#4'5 12" O.C. EW
CA TIL"
,l ELEVATION
+, —0F ir
0
3-2T.5, COLUMN
40 kif,5 max. LOA
15EAPING ON DEA
0 6
C\1
C)
LLJ
ILI
LU
LU 2,
LU
FD n u)
Lu IL/ 4�
[L
0
X --I
N LL_
0
F T. LEDGER
0
C-3
51' C.M,U. MA50NPY 5HORJE-NORMAL
5HEAKWALL w FILLED CELL COLUMN5 @
46" o.r. MAX. * I Gli LADDER TYPE PEINf.
refer to TYPICAL WALL 5ECTION for cetaiI5
MA50NRY 5HEAPWALL
ALL ENCL05ED SPACES 13ELOW THE BASE ff LOOD
ELEVATION SHALL BE PROPERLY VENTED IN
ACCORDANCE WITH f BC REGULATIONS - USE
CA5T-CRffTIf 51-18 PRECAST CONCRETE LINTEL5 (or
e6plvalent) ABOVE ALL REQUIRE D ff LOOD VENTS IN
MA50NRY WALL AFFLICATION5 - REFER TO
ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS
C-4
7
ALL GROUND FLOOR WALLS &
PARTITIONS BELOW THE LOWEST
... ... . HORIZONTAL SUPPORTING MEMBER
POURED �-FLACIE':
6" THICK (nomil ELEVATION (16.41 N.A.V.D.) SHALL
:0l TE
5TROCTURAL 51A5 BE FRANGILBE DESIGN, ULNESS
NOTED OTHERWISE (SHEARWALLS).
I F
C-3
#4'� @ �21` 0 c
24'- 10" 1
4'x2` T.5. COLUMN
75C-2; above)
e _KLF&Alax
0 0 �?o
0
IMA50NRY 5TEARWALL
IN IN
ELEVATOR 5HAFT WALL5 51-ALL EE CON51DERED
A COMPONENT Cf` THE ADJACENT MA50WRY
5HEARWALL AND 5HAUL EE CON5TKUCTEID IN A
CON515TENT MANNER, A5 DEFINED 5ELOW.
MA50NPY 5HEARWALL
ALL MASONRY CONSTRUCTION ORIGINATING
BELOW THE LOWEST ALLOWE D HORIZONTAL
SUPPORTING MEMBER @ I G.50'N.A.V.D.
(IF IRST FLOOR) SHALL BE ff RANGI BLE
CONSTRUCTION, UNLESS NOTED OTHERWISE.
REff ER TO 5H EET 5-9 ` OR FRANGI 5LE WALL
CONSTRUCTION DETAILS.
2x4 PRE ENGINErRED
2WPOD
LOOK TRU55Ej @ 4' O.C.
refer to 5hopIcirawil
ALL WALL5 DENOTED 'MA50NKY 5HEARWALL"
(ILLUSTRATED AS
ARE NOT FRANGIBLE AND EHALL BE
CONSTRUCTED IN ACCORDANGff WITH THE
METHODS PRESCRIBED IN THE `_YPICAL WALL
SECTION" ON THE DETAILS 5HEET 5-9.
THESE PLANS ARE NOT FOR C014STRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
A
ff I RST f LOOK CONCRETE TIE BEAM 5CIlEDULE
MARK
PLAN SIZE
REINFOKCEMENT
TOP of
BEAM
REMARKS
D
W
TOP
M.
DOT,
5TIRRUF5
CT5- 1
2411
8"
(2) #5
ri
(2) #5
#3 @ 12" O.C.
+ 0'-0"
TYPICAL let FLOOR BEAM exterior
CT5-2
23"
12"
�3) #5
n �i
(3) #5
#3 @ 12" O.C.
-0'- 1
12" BEAM LOOP, SUPPORTING
CT5-3
24"
1 G"
(3) #5
(3) #5
(3) #5
#3 1211 O.C.
+9-0"
INTFRiOR I Gli BEAM @ GARAGE
CTB-4
varies
12"
(3) #5
n/a
(3) #5
#3 2 O.C.
sloped
1
50TTOM @ -2'-0" B.F.F.
CT13-5
24"
12'
(3) #5
rill
(3) #5
#3 @ 12" C.C.
+0'-0"
12" BE - EXTERIOR WALL 5EARING
-AM
CTB-5a
varies
12"
(3) #5
ri/a
1(3) # 5
#3 @ 12" O.C.
5opeol
1 BOTTOM @ -2'-0" 5.f.f.
CT5-G
var[C5
611
(2) #5
ri
1 (2) #5
#3 12" O.C.
51opecl
BOTTOM @ -2'-0" 5.F.F.
CT5 -7
20"
8"
(2) #5
ni
(2) #5
#3 1 ' 2"' 0. C.
varies
TYPICAL PATIO 5LAF3 BEAM
CT5-7a
15"
5"
(2) #5
n/a
(2) #5
#3 @ 12'' O.C.
varies
BOTTOM @ -2'-0` D.F.F.
CT5-5
2311
6"
(2) #5
n/a
(2) #5
#3 @ 12'' O.C,
-0'- 1
TYPICAL I 5t FLOOR 5EAM interior
lllv--,�-
0
CTD-1
Vv
a
-POURED-IN-PLACE
Gil THICK (nominal)
300OP51 CONCRETE
5TKUCTU PAL 5LA15
CONCRETE COLUMN on "VARIABLE PILE"
in
COORDIANTE LOCATION Of PILE
OLUMN WITH FINAL POOL DE51GN
C
ILI
/,/"RIOR TO CONSTRUCTION - typical for
-------
all pileS/colunrl adjacent to pool 5hell
_4=
- - - - -- - -
4"
C
MA50NPY 5HEARWALL
C-4
6" C.M.U. MA50NPY 5HORE-NORMAL
5HEAKWALL w FILLED CELL COLUMN5 @
45" o.c. MAX. * I Gcja, LADDER TYPE REINIF,
refer to TYPICAL WALL 5ECT[ON for 6Cta][5
(2) 2x 10 F.T. LEDGER wl
j�fl
x7" WEDGE ANCHOR G"
L3 O.C.
ff ROM ENDS ii� @ 24
typical for all wood floor
tru55 bearin�j lecl�)el5
-
101
-Gil
15t FLOOR f P,46MING PLAN
CONCRETE COLUMN LAYOUT
5CALE: 1/4" P-011
CT13-5
W W W
if' 0;
C)
CTEJ-2 CT15-3 CT13-4
W
W W
l
ic-
j, fill
C)
't _fl f
CT[3-G CT15-7 CT[5-6
117
PATIO SLAB
C) C)
REINFORCEMENT
t DIMENSIONS
APE IDENTICAL
TO CT5- I
, 9�
CT13-7a
CTE3
5PECIALLY LOADED BEAM
(3) #5'5 corl TOP STEEL
—iiiii (3) #5x72` left side TOP STEEL
if 0
(4) #3 STIRRUPS @ Or O.C.
L) bearn enoi5)
#3'5 @ 12" O,C. 515PWhere
(3) #515 cont. 50TTOM STEEL
CTE3-2a
CONCRETE COLUMN 5CI-IEDULE
MARK
PLAN SIZE
KEINFORCEMENT
RE MAP K5
5
1 h
VERTI 7_17
—TIF5
Cl
811
1 ell
(4) #5
#3 @ 12" O.C�
TYPICAL FORM -POURED COLUMN
C2
811
1 ell
(G) #5
#3 @ 12" O.C.
TYPICAL CORNER FORM-POUPED COLUMN
C3
12"
I Gil
Q #5
#3 @ 12' O.C.
TYPICAL `ORM-POUPED COLUMN - ELONGATED
C4
12"
121'
(4) #5
N/A
12" 5CJ. PILASTER BLOCK COLUMN see note 12610W
C5
181,
24li
(5) #5
#3 @ 1211 O.C.
GARAGE DOOR COLUMN
CG
12'
12'
G) #5
#3 @ 1 2'O.C.
OPTION AL I 2N 12" COLUMN
C7
I G"
I G"
Q #5
N/A
I G` 5q. PILASTER BLOCK COLUMN see note below
--H -----------
If
C_ I C-2 C-3
SEE PLAN `OR ORIENTATION
E-0
C-(;
C.-G MAY BE U—SED IN PLACE Ol` C-4
13
C-7
C-G MAY BE USED IN PLACE OF C-!
:14
0
z V) En
0
0 E
5 0
M
z Ln
0
<
W
V)
<
`0
I
0 (L 0
z
V) <
E
0
'n
U
56,
C
Z
Vill) C
5
Z
0 0 U
24
0
00
0
S
12
ni W,
t)jo
0
;.1
"12
;-1
0
U
ll�
4-1
PROJECT NO.
111-092
CONT�ACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
SHEET
S-4
CONSTRUCTION SET
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
�9
51MF5CN META20 AT,
_7
I
EACH TRIJ55 (typical)
%
/0
C.
LU
ji
I �,P
I
(S)
kn
lu
TOP
of BEAM
+13'-0"
A F.F.
TOP of BEAM 0
-4
L
3 T 5. COLL
21 5
\4N
KT! C_ 1; �e
)W)
1
tv
8.3 kird, MAY LQ
AD
21 YO#
— — — — — — — — — —
... . ........ __ .. . ...... . ...... . ... ..
— — — — —
CANTILEVER SUPPORT BEAM
2
(TSC-2; beiow)
- 8"x22"
w/ (2) #5's TOP
40 NP5 MAX. LOAD
* BOTTOM
and #3 STIRRUPS
...... .... . .....
* 12"o.c.
+ (2) #5x36" vert,
j
* 16" ox.
TIE INTO CTB-9
3
--- ----
. ....
.. ...
L.
.....
X
TOP of BEAM
... .. ... ... - ..................
. ... . ...... .. .
+ 13'- 0" A. F. F.0
------- 7340
coffer
A— ----------
REFER TO BEAM
TRANSLAT10N
DETAIL BELOW
PRE ENGINEERED WOOD
TRU55E5 @ 2411 O.C.-
refer to 5hop drawincj5
ALL ROOf TRU55E5 5TIALL
BE ANCHORED with
51MP50N HETA20
EMBEDDED TKU55 5TRAP5,
UNLE55 NOTED OTHEKW15E
2ncl ffLOOK fRAMING PLAN
LOWER ROOf RAMING PLAN
5CALE: 1/4" = I'-011
INTERMEDIATE DEAM 5HALL
BE 3-COUR51f (8"x24") BOND
BEAM wl (1) #5 cont. U.N.O.
TOF Of INTERMEDIATE 13EAN
5HALL BE 1 1'-4" A.ff.ff.
ALL INTERNAL MA50NRY
NON -LOAD BEARING
LINTEL5 5TIALL BE
CA5T-CKETE 6U6
(or equivaient)
16
73
coffer
A TYF `OK ALL TRt�J5!f
DEA ING ON 'LED EK
UNLI.
Max 5 NOT[fl"D OTIIF
8N25" CONCRETE 15EAM
(TOP@ + 1 P-41' A. f. ff.)
RE FLACE5 LINTEL 1LG`
THREE-COUP51f (24") MA5ONRY TIE BEAM wl (1) #5
EACH COU R51f Th 15 5ECTION - TOP @ + 13'-0" A. F. F.
(2) 2x 10 P.T.
EDGER wl
�51
5 x7" WEDGE ANCHOR
G"
:ROM ENDS, *
§ 24" O.0
typical for all
wood floor
tru55 bearinq
lccicjcr5
HETA20 AT
C-4
(2) 2x� F.T. LE EF
LE
(POCAIDEA W/
0) .
D 11 /Ok 4
OCICI 5pace
L
C-4
51MPSON NETA20 AT
EACH TPU55 (typical)
C-4
FOUPED-IN-FI_ACE
G" THICK (nominal)
3000F,5i CONCRETF
5TPUCTLJPAL 5LAI5
ELEVATION
+ 13�-O` A.f.f.
FOURI!D-IN-PLACE
G" THICK (nominal)
3COOp5i CONCRETE
5TPUCTUFAL 5LA15
,,lI, ELEVATION
_91I + 2 _-TA ` f
REDUCE 5EAM DEPTH TO
20" TO AVOID CONFLICT
wl CEILING COFFER -
REFER TO 5CH 1) (CTIE-14)
IJ5E 51MF5ON LGT2
FAD -OUT TRU55 130TTOM
GHOPD A5 NECE55APY
SIMP50N META20 AT
EACH TRU55 (typical)
(2) 2xb F.T. LEDGER (ROOF
EEARING) wl (3) j`x7`
WEDGE ANCHOP5 4" FROM
END5 * CIENTI!F,
MA50NPY 51EAM
@RIMINI N TOP @ + I --4`A�f.f.
7 CONCRETE 15EAM
TOP @ + 1 1 -4' A.f.F.
CONCRETE 5EAM
TOP @ + I 3'-O`A.f.I`.
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
5ECOND fLOOR CONCRETE TIE 5EAM 5CHEDULE
MARK
PLAN 51ZE
REINFORCEMENT
TOP of
BEAM
REMAKK5
D
w
TOP
M.
50T�
5TIPRLJP5
CT15-9
24"
81�
(2) #5
r1a
(2) #5
#3 @ 12" O.C.
+ 13'-0`
8" 5ffAM - 2nd f LOOK WALL
CTB- 10
24"
12"
(3) #5
rVa
(3) #5
#3 i 12.1-0 C
+ 1 '-4"
12" PATIO ROOF E31tAPING
GTI3- I 1
20"
1211
(3) #5
n1a
(3) #5
#3 @ 12" 0,C.
+ 15-0"
5ec note�, on Hetail below
GTB- I I L
20"
12"
(3) #5
n1a
(3) #5
#3 @ 12" O.C.
+ 13'-0`
12" BEAM - EX I FRIOP WALL BEARING
CT13- 12
24"
12"
(3) #51
r1a
(3) #5
#3 @ 12" O.C.
+! 21-G"
13ALCONY 5LA5 SUPPORTING
CT15- 13
18"
1 G"
(3) #G
n/a
(3) #G
#3 @ 10" 0. C,
+ 1 1'-4"
5eC 10te5 On d&�Il cClow
CTB- 14
20"
12"
(3) #5
n1a
(3) #5
#3 @ 12" O.C,
+ � 5-01,
! 21' BEAM - CANTILEVERED BALCONY
CTB- 15
24"
5"
(2) #5
n1a
(2) #5
#3 @ 12" O� .
I+ 1 -0"
2n,� FLOOR WALL 5UPPORT
CT13- I 5a
25",
8"
(2) #5
(2) #5
(2) #5
#3 @ 1211 CI.C.
I + 1 '_41'
LOWER ROOF BEARING - CANTILEVERED
CTB- � C,
23"
1 8"
(2) #5
r/a
(2) #5
#3 @ 12" O.C.
I+ 12'- 1 1
TYPICAL INTEPIOK BEAM
#i5'5 cont. TOP
(2) #5x�,G` 101"at enr)5
C) L� C�
(3) #5',5 cont. 50TTOM
CTE3-9 CTE3- 10 CTB- I I C715- I I b
(3) #05 cont. TOP
(2) #5x3G" TOP at encI5
CI
(2) #5x72" 130TTOM
(center)
(3) #G'5 COnt. BOTTOM _TJ iti,
CT13-1 2 CT5- 13 CT5-1 4 CTE3-1 5
CTE3-1 IS SIMILAR
LOWER BEAM CONCRETE LINTEL SCHEDULE
APPLIED
LOADS ON ALL PRECAST LINTELS HAVE BEEN REVIEWED TO
INSURE THEY ARE WITHIN ALLOWABLE LIMITS.
LINTEL
NO.
LENGTH
SAFE GRAVITY
LOAD
APPLIED GRAVITY
LOAD
SAFE UPLIFT
LOAD
APPLIED UPLIFT
LOAD
COMPOSITE BEAM
REMARKS
3
4
10394
200
300
8F28 —113/1T
10
6"
3643
no load
1732
no load
8F28 —1B/1T
5 —
4
8733
500
4265
350
8F28 —113/1T
132-4"
2316
300
1141
400
8F28 —113/1T
4 P_05�
10394
150
5740
250
8F28 —1B/1T
OMITTFD
LINTEL
SCHEDULE TO BE FILLED IN BY ENGINEER
DEPTHS MAY BE INCREASED, BUT NOT REDUCED
NOTE: R=RECESS
NOTE: ALL CABLES &
JACKS = <250PLF
NOTE: USE CASTCRETE
F=FILLED w/ GROUT--- QUANITY OF #5
U=LINFILLED REBAR AT TOP
NOMINAL WNDTH-8F16-1B/1T QUANITY OF #5 REBAR AT
NOMINAL HEIGHT \\-- BOTTOM OF LINTEL CAVITY
LOWER ROOF/FLOOR CONNECTOR SPECIFICATION CHART
CONNECTOR MARK
TRUSS
i
REACTIONS!
CONNECTOR
ALLOWABLE
FASTENERS REQUIRED per
& DESCRIPTION
I
PLIFTt
NUMBER
MANUFACTURER
LOAD
MFR's SPECIFICATIONS
LABEL(s)
RAVITY
GRAVITY UPLIFT I
TYPE
QUAN11TY
ALL WOOD TO WOOD
A
CONNECTIONS, UNLESS
f 95o
MTS1 2
SIMPSON
t 1000
10d x 1Y2" NAILS
14
\LLJ NOTED BELOW.
max�
ALL WOOD TO GOING.
13 CONNECTIONS, UNLESS
t1800
HETA20
SIMPSON
f 1810
10d x Q2" NAILS
9
<Xxxx NOTED BELOW.
max.
TWO-PLY GIRDER
C
GRP
t 2904
VGT
SIMPSON
t494O
1/4" SCREWS
16 (truss)
TRUSS TO CONCRETE
;/a" ATR in EPDXY
1 (beam)
ICXJX LINTEL/BOND BEAM
max.
SINGLE PLY GIRDER
D
GRIN
TRUSSTO CONCRETE
f 2190
DETAL20
SIMPSON
t2480
10d x 1Y2" NAILS
18 (truss)
\LL-i UNTEL/BOND BEAM
max.
/_fF\ WOOD TRUSS TO (2)
IE7 2x8 LEDGER (bucket)
H
H1
t606
1912
LUS26
SIMPSON
ill 65
�1070
10d NAILS
4 �truss)
4 ledger)
WOOD TRUSS TO (2)
2x8 LEDGER (bearing)
10
N
N1
t 1040 max.
H10A
SIMPSON
t1140
10d x 1Y2" NAILS
9 �truss)
<XXXX
9 ledger)
N2
G GIRDER TRUSS TO (2)
GRH
t1465 max.
HUS28
SIMPSON
f 2000
8 (truss)
�x 2x8 LEDGER (bucket)
11030 max.
i4220
16d NAILS
22 (ledger)
lFLOOR GIRDER TRUSS
TO CONCRETE TIE -BEAM
GFZ
7655 max.
LGUM28
SIMPSON
8250
W'x24" SIDS SCREW
truss)
66 �bearn)
<Xxxx
J"x4" TITEN HD
z
Ln
E
Z
V)
Uj
c)
<
'21
0
1
I
�t
-
't
0
g
a.
�e
U cn
2
V)
0
0
1
0
.11
a
0
W
'i
Ji
z
X
0
9
S
0
<
fr:
0
in
0
U
Cq
u
"MC)
L)
U
Lin
C'n
4
z
W P4
z
c)
C4"
lz�
r
v)
Z
0
C14
r-
U
U
CY)
(711
MID
0
b.0
0
C)
Cn
U
U
�4
4�
PROJECT NO.
1 )2
8-0 21
SHEET
S-5
THESE PLANS ARE NOT FOR CONSTIRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMIT Q,4Ss,,AND CONTRACT DOCUMENTS.
0111v`_ Pp_� e,"
REFER TO ARCHITECTURAL DRAWINGS FOP,
ROOFING, UNDEPLAYMENT * PLYWOOD
A SPECIFICATIONS. SHEATHING SHALL BE
ATTACHED TO POOff TPU55B5 vvl 5d RING
SHANK NAILS @ G" o.c. EDGr * FIELD. . ......
0 1 %WAMP5ON HETA 20
tyr)
Nl%,t all tig 5
unle55 n 15C
0,
0
1
�Y)
I
WOOD ROOf TRU55E5 DE51GNED 5Y OTHER5.
5N24" (3-COUP5E) BOND ��gji \-DRYWALL CEILING
5"x24" (3-COUP5E) BOND
per contractor
BEAM &1 (1) #5 cont. TOP —
it BOTTOM - PRECAST
REFER TO ARCHITECTURAL 13EAM wl (1) #5 cont. TOP
* BOTTOM - PRECAST "00 ED
PLANS FOP FASCIA, 50PIFIT-"`�� LINTEL AT OPENINGS
ll� DRIP EDGE DETAILS
LINTEL AT OPENINGS
refer to 5cheaule detaiI5
refer to 5ChOdUIC deta115
�qINRR
e,
#5 REDAR in f ILLED CELL
#5 REEAP in FILLED CELL
COLUMN
COLUMN
refer to plane for IOCatIO115
""�rofer to vlan5 for OCatIO115
/-ELEVATOR SHAFT (before)
TYPICAL 5" CMU MASONRY
CONSTRUCTION
0
TYFICAL 8" CMU MASONRY —
CONSTRUCTION - refer to
y'FICAL 5" CMU MASONRY
typical wall 5ection 5110et 5 5
CONSTRUCTION - refer to
(SLIDING GLA55 DOOR beyona)
tyfoczil wall 5ection 511,5& 5-5 INTERIOR PARTITION-'
by Gcntractor,�_,,
E CONCRETE TIE BEAM
j 5�` STRUCTURAL CONCRETE (2) 2x 10 F.T. LEDGER
8N24" CONCRETE TIE BEAM s
(5tair5 aridm,3) refer to plane � 5chedyle-, 5
Y,5`x7` WEDGE ANCi1OR5
wl (2) #5'5 TOP, BOTTOM it #3 TOP @ + 121-1 1 'A,f,P, 24" C.C. 5TAGGEIRED��,_'J.
w/ #4'5 12" O.C. E.W.
STIRRUPS @ 12' C.0
TOP @ +I 3'-G'A.ff.f.
d GYF-CUTE OVER PLYWOOD SUBFLOOR
.. .. ... ..... .
#5x5' REBAR wl 30" LAP at f ILLED CONCRETE LANDING
CELL COLUMN STEEL IN - refer to cletai[5 /Z 7z
7Z
WOOD FLOOR TPU551E5
L - - - - - - - -
MASONRY A50VE t BELOW (BEYOND) DESIGNED BY OTHERS
typical where filled ce[15 coincide F depth to be determined
5[T�IP5 BY OTHERS
CEILING
(2) 2x 10 F.T. LEDGER
refer to 5/8"x7" WEDGE ANCHORS
architecturaI5 24" O.C. STAGGERED
CONCRETE TIE BEAM
E
cantilcvered from elevator
r T11 TOT' @ +12'-1 I"A.F.f.
#5 FEEAR in FILLED CELL
COLUMN
--fer to plan5 for ocation5
G` nominal CONCPE
SLAID (BALCONY)
#4�5 12" O.C. E,
5`x I G" (Oommal) CONCRETE
EAM (cantilevered)
vvl (2) #5'e T*15
refer t:plane for locabon5
FPANG113LE ENTRY
STOOP � STEPS
refer to architectural5
NG
.1
I G" AUGERCA5T FILE AND
24" 5cluare TPAN51TION CAF-,,
RE f ER TO DETAI L5 0 v
TYPICAL 5" CMU MA50NPY
CONSTRUCTION - refer to
typiodl wail 5ection 5heet 5-5
#5 REBAP LAP 30" wl
FILLED CELL COLUMN STEEL
05TRUCTURAL
- CONCRETE SLAB wl
#4'5 12" O.C. E.W.
CYF-CRETE OVER CONCRETE
CONTRACTOR HO(
Frame Ccilm6j by
5`x24` CONCRETE TIE I5EAM\_8`x
I 9"CONCRETE
TIE 15EAM
-wl (2) #65 TOP' It 50TTOM
wl (2) d,5'5
TOP � 150TTOM
and #3 5TIPPUPS @ 12' O.C,
and #3
STIRRUPS @ 12" O.0
TOP @ +0'-0" fhn15h Floor
TOP @
-0'- 1 '1 5. `,ff.
EXTEND BOTTOM Of 15EAM
12"t TO COINCIDE WITH
ENTRY DOOR (ADD (2) #5�5)
ENTRY DOOR - PfffEF TO
ARCHITECTURAL PLANS c
refer to plane a 5checlulc
TYPICAL MA50NPY (Ibeyonc��
- 11 1 1 1 1 1 ... 111 .-
L
41' thick 3000lp5i CONCRETE SLAB -
`-F[I5EPlVi FEINIF. - FRANGIBLE -
SAW CUT into 5'x5max. SECTIONS
- refer to plar5 for cut loration5
CONTRACTOR SHALL COORDI TE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT -RIM TO CONSTRUCTION.
81 1
CONSTRUCTION SET
Kff f EP lO ARCHI I If CTUFAIL L)PAW, I,
FOR POOff ING, UNDEPLAYMffNT 4
PLYWOOD SPECIFICATIONS.
SHEATHING SHALL BE ATTACHED 70
KOOF TKU55E5 wl 5d PINC 5MANK
NAILS @ G" o.c. EDGE �IELD.
SIMPSON NETA 20 9IMF5C)N I-EIA 20
typical at all tru55e5
typical at all tru55c5
unle55 noted otherwirpe urile55 noted otherwi5e
DRYWALL CEILING
per contractor I
12"x24" CONCRETE TIE 15EAM
w� (3) #5'5 TOT' $ 150TTOM-i
and #3 5TIPPUP5 @ 12" O.C,
`OPM-FOUPED
CONCRETE COLUMN
(lheyorld)
refer to plar,5 *
5_,heeJUIe5
TO' STRUCTURAL
rcfer to plan5 for
reinforcement
CONTRACTOR
Z
COPPER CEILING-/
refer to architccturaI5
CONCPETf TIE BEAM
refer to plane * 5checiue
TOP @ + I 3'-C`A.f.ff.
ELEVATOR SHAFT (before) SLIDING GLA55 D�
refer to architec jraI5
TYPICAL 8" CMU MASONRY I
TYF. 2" CMU MA5ON`P'R
CONSTRUCTION
CONSTRUCTION (be)�ond) 7
�J
bN20" CONCRETE' [E BEAM
wl (2) #5'5 TOTit- 15;)TTOM
and #3 5TRRUP5 @ I G' O.C.
(beyond) (2) 2x 10 F.T. LEDGER z Oj nnmws� GYP-GRETE OVER 3/4" T*G PLYWOOD 51,13fl-COR
ATTACH w/ #5 x 1 3/4" WOOD SCREWS (nmn,) @ (2) 2x 10 F.T. Lff GEP
5/8"x7" WEDGE ANCHOP5 @ 5/8,,x7` WEDGE ANCH LG
G" STRUCTURAL CONCRETE 24" O.C. STAGGERED G` o.c. EDGE 4 12" o.c. FIELD - REFER TO 24' O.0 5TAGG�Rfft
SLAB wl � 4'5 12" O.C. E.W. F ARCHITECTUPAL5 FOR FURTHER SFECIf ICATION5 11
7 7
fframo Colircj hy
CONTRACTOR
PEP ff R TO ARCHITECTURAL
PLANS 704R FASCIA, 50, PIT
$ DRIP EDGE DETAILS
TYPICAL FOR ALL 5UEfLOORING ATTACHMENT G" STEP
/Z=
7-7/77 %OD FLOOR TRUSSES
kKWjffD 13Y OTH
a of HE d,
///�7 Z7 Vz 1�
CONCRETE TIE BEAM
--refer to plar.5 f 5chcaulc
I OF @ +Q't�0` Firioh floor
CONCRETE TIE BEAM
I
refer to plan5 '--I 2`110OK
TOP @ -0i- 1 15. F. f.
F
I
LM5M I 9.50'NAVD
ELEVATOR SHAFT (before)
TYPICAL 8" CMU MA50NRY
I YPICAL MA50NRY 5HFAPWALL
REP F-P TO TYT�CAL WALL SECTION' CONSTRUCTION
12" PILASTER 5LOqK COLUMN i
F DR MA50NPY CONSTRUCTION
DETAII 5 - refer to plane for filled ccil refer to Flan5 * 5cheaule
f PANG15LE MASONRY (beyond)
SEE DETAIL' SHEET 59 0
ELEVATOR 5HAf T (lbefore)
YPfCAL 8" CMU MASONH`i'
CON5TFUCTION
4" thick 3000F151 CONCP[Tff SLAB -
FIBERME5H KEINff FRANGIBLE
SAW CUT into 5'x5'*"x. 5ECTIONS
4, f I
CONCRETE TIE BEAM
refer to plan5 * 5checlule
BOTTOM @ -Z-4`5,F.f.
. . .. ...... . .... ... . ......... ...... . .....
ALLOWED LH5M I G.50'NAVD
4" thick 3000p5i CONCRETE 5LAb (4) STANDARD 10101<\5—�__
`15ERMEEH FEINf, - FRANGIBLE --\ I ,
SAW CUT into 5'x5' max. SECTIONS
f ` I f
re er o p an5 or cu OCa 10115 re er o pam5 Or cu oca or5
wm�
__7
ELEVATOR FIT ASSOCIATE 6mil VISQUEEN (or equivalent'
014
PILING and FOUNDATION (lbef VAPOR BARRIER & TERMITE
refer to plane and ClCta115
___�5TANDAP TREATMENT REQUIRED UNDER ALL
HOOK
INTERIOR SLABS & FOUNDATIONS I G" ALJGEP-CA5T FILE ANE
I G` AUGf K-CAST FILE AND 24"5q. TRANSITION CAP
4" GRADE BEAM (BEYOND) A550CIATED w/ PILASTER
REFER TO DETAILS
COLUMN BEYOND
refer to plan5 cetai[5
L
TYPICAL 5HEARWALL FOOTINJ
0
refer to detaiI5 5heet 5-9
5CALE: 1/2" 1'-0" 5-�7
13UILDING 5ECTION ',I, I
4" thick 3000p5i CONCRETE
SLAB - FIBERME511 RE(Nf. -
FRANGIBLE - SAW CUT into 5'x5'
max. SECTIONS - refer to plar5
for cut location5
C I III
04
0
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0 V)
E
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Z
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0 0
X CL Z N
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Z
0
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tq U
mmc
r PP �4
5 Cg)
z
0
Ln
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,-A
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4 >. R W
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0
1.4
1�4
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0
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5
PROJECT NO.
18-022
SHEET
S-7
R R 0 HITECTURAL DRAWINGS FOR
EPEPOCIPIANRCUNDERLAYMENT * PLYWOOD
SPECIFICATIONS. 5HEATHINC5HALL5E
ATTACHED TO KOOf TPU55E5 w/ 56 KING
01 SMANr NAILS @ G" o.c. EDGE 4 FIELD.
�%I`50N IA20
typic tr C5
tr
unle55 noted othervo
5"x24" (3-COUF51f) 15OND
REFER TO ARC[11TECTUPAL DEAM wl (1) #5 cont. TOP
PLANS FOR FASCIA, SOFFIT 4 E30TTOM - PRECAST
f, DRIP EDGE DETAILS LINTEL AT OPENINGS
refer to 5cheaule * detai15
#5 PE15AR in IF ILLED C1
COLUMN
refer to plan5 for lorat
TYPICAL 5" CMU MASON PY
A, CONSTRUCTION - refer to
typical wall 5 ction at ricjht
REFER TO ARCH ITECTU KAL
PLANS FOR INTERIOR
EXTERIOR WALL FINISHES
WOOD ROOf TRU5'
DESIGNED DY OTHF
#5x50` PEBAP wl 30' LAP at
FILLED CELL COLUMN STEEL IN WOOD FLOOR TPUS5 GIRDffP
MA50NKY ABOVE
depth to be determined
DESIGNED BY OTHERS
E
(2) 2x 10 F,T. LEDGER
5 GE ANCHOF5 @ MECHANICAL CONNECTION per
ROOFING per BUILDER e`x
24-70.WC.ESTAGGERED TPLJ55 MANUFACTURER—
over ji�2" CDX FLYWOOD
GYFCRETF OVER PLYWOOD 5UE3FLOOR -CRETE OVER PLYWC OD 5U13FLOOP
over WOOD TRUSSES
by other5
5IMP50N PETA 20 WOOD r LOOK TPU5SE5
typical at al tru55c5 DE51GNED BY OTH EK5
ume5r, noted ol
depth to be cleterminecl
A--------
ANCHORED STEEL WELD PLATE
5"x24" CONCRETE TIE BEAM
w/ (2) #5'5 TOP e 50TTOM (in concrete beam beyond)
refer to FIar5 deta115
REFER TO ARCHITECTURAL fPAMEDOVVNCE( NG
and #3 5TIPKUF5 @ 12" O.C.
PLANS POP FASCIA, SOFFIT by contractor
TOP @ + 1 A.F.F.
DRIP EDGE DETAILS 1\\_5`x2&' (371 COURSE) BOND
#5 -,art. TOP
SEAL, wl (I
BOTTOM - PRECAST
LINTE - AT OPENINGS
refer o 5checlue 4� detatI5
PEfER TO APCHITECTUKAI:�A
PLANS FOR INTERAOF
0 EXTEPIOR WALL FIN1,51HES I I I
#5 PE15AP in FILLED CELL
COLUVIN--,
refer to 121an5 for locatoi-5 '��INTEFZIOK FAKTITI
ON
C? . .
by contractor
TYPICAL 511 CMU MA50NRY 0 it T
TUBE 5TEf L
-RUCTION
i CONS' - refer to
typical wall 5action at ri,3ht COLUMN
refer to detaiI5
x5011 REDAR LAP 30" w/
Fit LEE) CELL COLUMN STEEL ANCHORED STEEL
GYF-CRETE OVER 3/4" T*G PLYWOOD 5U5RLOOP% WELD P ATE (beyond) -
E (2) 2x 10 P.T. LEDGER ATTACH wl #5 x 1 3/4" WOOD 5CR -W5 (mm.) I _D_ r fer todetaiI5
4EDGE ANCHO @
LAE VERTICAL STEEL �r_515N7` \� G" o.a. EDGE * 12" o.c, FIELD - RE �IFP TO
24" O.C. STAGGERED (2) 2x 10 P.T. LEDGER
A N INIMUM Of 48 AKCIIITECTUPAL5rOKFUPTHER5f'ECIFICATICN.5�
0 ANCHOP5
BAR DAvi TYFIOAL FOR ALL SU51'LOORING AITACHMENT 5/8`�7' WEDGE
24" O.C.
5TAGGEPED
ZZ
G" nominal 30001 DE51GNED BY
CONCRETE 5LA15 vvl
clerth to be determined
#4'5 12" O�C. E.W. 7Z
��,bmmt,oi-,T;RQLJ5
By
I G" hCOK 20" HOOK— 10 1
.. .. . .. .. . .. ... .. . ......
8N24" CONCRETE TIE BEAM—/ A
wl (2) #515 TOP * 130TTOM
and #3 5TRRUF5 @ I G" O.C.
CANTI I 2"x2411 CONCRETE TIE BEAM
LEVE� LH5M 2 1 G7 NAVD wl (2) #55 TOP * 50TTOM
#3 5TIPPUP5 @ I G" oz.
I Ox2b` CONCRET F TIE 5EAMw/7', (top of beam a -0'- 1 5.f.f.)
(3) #5'5 TOP, MIDDLE * 50TTOM
GROUT FILLED MASONRY
ara #3 5TRPUF5 @ 12" o.c.
wl (1) #5 @ 48" o.c.
TOP @ -0'- 1 " Below firi5h floor
DOUBLE 8" PRECA5T LINTEL W/
REFER TO GARAGE DOOR
BUCr DETAIL BDK
COOPE)INATE HEIGHT W/
(1) #5 CONT. EACH LINTeL SPECIFICATIONS
ARCHITECTURAL DRAWIN0
REFER TO APCHITECTUKAL. DRAWINGS POP
ROOFING) UND]ffRLAYMENT $ PLYWOOD
5FECIfiCATION15. SHEATHING 51PAUL BE
CONTRACTOR SHALL COORDINATE ALL Z ATTACHED TO POOF TKU55E5 wl 8cl RING
SHANK NAILS @ G" o,c. EDGE * FIELD.
DETAILS AND ELEVATIONS WITH �0 I
4L.ZT 51MP�Xl H
ARCHITECT PRIOR TO CONSTRUCTION.
unle5q noted
5N24" (3-COUK5E) BOND
PEFER TO ARG"TECTURAL BEAM wl (1) #5 cont. TOP
PLANS FOR FASCIA. 5 BOTTOM - PRECAST
DPIT' EDGE DETAILS
LINTEL AT OPENINGS
refer to 5c1c&u o delailq
#5 KE5AP in FILLED CELL
COLUMN
refer to plan5 for location5
Pff RF.P TO ARCHIITECTUPAL
PLANS FOR INTERIOR
ffXYFRjOR WALL f]NI5Nff5 TYPICAL 8" CMU MA50NRY
CONSTPUCTION - refer to
0 typical wait 5ection at maht
REFER TO ARCHITECTURAL DRAWINGS FOP,
ROOFING, LINDERi t PLYWOOD
SPECIFICATIONS. 5HEATHING511ALLEE
ATTACHED TO ROOF TRU55E5 wl 8cl PING #5 50" REDAP vvl 30' LAP
SHANK NAILS @ G` o.c. EDGE * FIELD. at PILLED CELL COLUMN
E STEEL IN MA50NRY ABOVE
51MF5ON HETA 20
typical at all trU55C5
mle55 noted otherw15C
REFER TO ARCHITECTURAL
PLANS FOR F:A5CA, SOFFIT
� DRIP EDGE DETAILS
RE f EP TO ARCHITECTURAL
PLANS FOR INTERIOR
0 EXTERIOR WALL
- I
cf)
#5 REEAP in f ILLED CELL
0
cc
refer to plan5 for locatioiO5
G" nominal 3000p5i
CONCRETE SLAB wl---
#4'5 12" O.C. E.W.
12" HOOK-
5'x24" CONCRETE TIE BEAM—/
wl (2) #5'5 TOP * E307FOM
4'0"----
and #3 5TIRRUF5 @ 12" O.C.
CANTILEVER
8"x28" (3�-COUKSff) BOND
BEAM wl (1) #5 cant. TOP
4� BOTTOM - PPFCAST
LINTEL AT OPENINGS
refer to 5GhCdUJC it JCtaII5
TYPICAL 8" CMU MA50NKY
CON5NPUCT1CN - refer to
;r typical wail 5cction at ri6jht
INTERIOR
by
#5x50` REBAP LAP 30" w/
FILLED CELL COLUMN STEEL
LAP VERTICAL STEEL
A MINIMUM Of 48
BAR DIAMETERS
2x4 F.T. CONT11
NAILER (typical
<
C)
GYP-CRETE OVER
PLYWOOD SUBI'LOOK
WOOD ROOf
TRUSSES
DE51GNED 13Y
OTHERS.
4 (or better) P.TI
\-f RAVIL
DOWN Cf.ILING
i5`x24` CONCRETE TIE 5IfAM
by contractor
wl (2) #5'5 TOP �- 50TTOM
and #3 5TIKPLJP5 @ 12" O.C.
TOP @ + 131-0" A.ff.f.
EOT. @ +I 1 -0" A.F. f.
g0i
GYF-CRIFTE OVER 3,A` T*G PLYWOOD 5U5FLOOP
ATTi ACH wl #5 x 1 3/4" WOOD SCREWS (mm ) @
11.
. c.c. EDGE 4 12" o,c. FIELD REFER TO
ARCHITECT URALS FOR ` URTHER,31PECIFICATIONS
TYPICAL f OR ALL 5U5f LOOPING ATTACHMENT
GYP-CRETF OVER PLYWOOD 5U5FLOOP
AEL
WO D FLOOR TPU55
r5
WOOD TlICOR TPU551 I I
DE DE5IGrD BY OTHERS
FIGNED 13Y OThE,.iT
\—DR`TWALL CEILING
per contractor
I GN30" CONCRETE TIE 15EAM wl
(3) #55 TOP, BOTTOM, MIDDLE
and #3 5TIRPUF5 @ 12" o.c.
**NON -LOAD BEARING"
12" PILASTER BLOCK COLUMN �j 0
(beyond)
%
0 ALLOWED 1_1�15M
refer t plan5 5rhodule I G" FILA5TER i
.......... .. ..... . . .. ...... - FRANGIBLE I G" CMU MA50NPY
I 13LOCK COLUMN�
Ln
I b-OU N/-\VL)
GARGAE DOOR
refer to
I G" PILASTER BLOCK COLUMN APCHITICTURAL5 ALL ENCLOSED SPACES BELOW THE BASE FLOOD
refer to plaw� � 5checlue: ELEVkTION SHALL BE PROPERLY VENTED 11
(BEYOND) ACCORDANCE WITH FBC REGULATIONS - U!
CAST-CFETE BUB PRECAST CONCRETE LINTELS (or
PAVER or CONCRETE
DRIVEWAY - REFER TO
ARCHITECTURAL DRAWINGS
I G` AUGER-CA5T FILE t 24'
TRAN51TION CAP (bey,�)
refer to plam5 � cie-11-
LRECE55 POP GARAGE
DOOR - refer to ClCtafl5
(beyoncl)
equivale t) ABOVE ALL REQUIRED FLOOD VENTS IN
C) NRY WALL APPLICATIONS - REFER TO
I . CTURAL DRAWINGS FOR VENT LOCATIONS
'r A_ I
4" thick 30001251 COICKETE SLAB -
FIEEKMESH PEINF. - TRANGIELE -
5AW CUT into 5'x5mox. SECTIONS
to ,iri� `�� �ul locationa
WALL I 1UN
SCALE: 112" = I'-011
(4) STANDARD POOK5
(beyond)
I G" AUGrP,,-CA5T FILE AND
2411 TRANSITION CAP
(before)
7F�
CONSTRUCTION BEYOND
... .... ... ... .
1) #5ver[:. IN GIOUI I ILLED
CAVITY (jpila5ter ALLOWED L115 M I G-5`01 NAVID I!
I
I
(4) STANDARD HOOK
0 1`\
LAP STEEL 30" min.
6m!l VISQUEEN (or equivalent)
VAPOR BARRIER & TERMITE
I G" AUGIFR-CA5T PILE
TREATMENT REQUIRED UNDER ALL 24`5cl. TPAN51TION CAP -
INTERIOR SLABS & FOUNDATIONS refer to plaI15 $ d&X15
I A�
THESE PLANS ARE NOT FOR CONSTRUCTION
UNLESS STAMPED "Construction Set", DATED,
SIGNED AND SEALED BY THE ENGINEER. ALL
CONSTRUCTION SHALL BE IN COMPLIANCE
WITH ALL JURISDICTIONAL PERMITS,
CONDITIONS AND CONTRACT DOCUMENTS.
4" thick 300OP51 CONCRETE SLAB -
FIDERMESH KEINP - FRANGIBLE -
SAW CUT mLo �'x5'max. 5FCTION5
refer to plan5 for CUt cCatiOO15
10 AUGEK-CA5T PILE AND
24" TRANSITION C,
Af,
�before)
WALL 5ECTION
5CALE: 112" = P-011
ALL ENCLOSED SPACES BELOW THE BASE FLOOD
ELEVATION SHALL BE PROPERLY VENTED IN
ACCORDANCE WITH FBC REGULATIONS - USE
CAST-CRETE 8U8 PRECAST CONCRETE UNTELS (or
equivalenl) ABOVE ALL REQUIRED FLOOD VENTS IN
MASO NRY WALL APPLICATIONS - REFER TO
ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS
I G" ALJG-IfP-CA5T PILE AND
24" TRANSITION CAP
(before)
z
0
LLI
X
M
0
'01
M
0
z 0
En M (n V) I
a (L a C-4
z Y
CD 0
Ln
25
Q
Z
oo� 0
Z W r�z
x
0
50) L)
Z
C)
0
00
S
no
C) rA
M
4.4
;3
0
U
PROJECT NO.
18-022
SHEET
S-8