HomeMy WebLinkAboutSurvey Plot PlansM1
QUEENS COVE UNIT 1
BLOCK 4
LOT J
(OCCUPIED)
FFE= 5.81
CANAL
QUEENS WAY (PLAT)
SOVEREIGN WAY
(60' R/W 20' ASPHALT)
SEPTIC6 D/F I
BY OTHERS
(973 SQUARE
FEET)
W> IV
y II
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N Ii1 6 N 3D
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R rp' 333' N 28.17' 1.33'
15.10. ,LB2
0
ti� N FROICSED « YRO�q,D
SINGLE FAMILY
10 8.67, RESIDENCE 4.5
FFE= 6.50 NAw
m
w in
$ ` m 1.67' LOT H
HAS (VACANT) m E
LOT F
(OCCUPIED)
FFE= 6.22
LOT CONTAINS 10,000 SQUARE FEET= 100%.
HOUSE, GARAGE, ENTRY $ LANAI= 3,363 SQUARE FEET= 33.6%.
DRIVE 6 WALK IN LOT= 488 SQUARE FEET= 4.9%
POOL, SPA 4 DECK= 1,042 SQUARE FEET= 10.4%.
OPEN SPACE= 5,107 SQUARE FEET= 51.1%.
LOT A
LOT B
LOT C
LEGEND
SM
=BENCHMARK
BST
= BELLSOUTH TELEPHONE
CE
= COVERED ENTRY
CL
= CENTERLINE
C/O
= CUTOUT
CONC
=CONCRETE
COR
= CORNER
COVP
=COVERED PORCH
CS
= CONCRETE SLAB
D/F
= DRAIN FIELD
EL
= ELEVATION
ENC
=ENCROACHMENT
EP
= EDGE OF PAVEMENT
FFE
= FINISH FLOOR ELEVATION
FND
=FOUND
FNC
= FENCE
FPL
= FLORIDA POWER 6 LIGHT
GIS
= GEOGRAPHIC INFROMATION
SYSTEM
ID
=IDENTIFICATION
IR
=IRON ROD
ILL
= ILLEGIBLE
LB
= LICENSE BUSINESS
(M)
= MEASURED DISTANCE
NAVD
= NORTH AMERICAN
VERTICAL DATUM
O/S
= OFFSET
(P)
= PLAT DISTANCE
PK6D
= PARKER KALON NAIL 6 DISK
PL
= PROPERTY LINE
PVC
= POLYVINYL CHLORIDE
R/W
= RIGHT OF WAY
R/C
= IRON ROD 6 CAP
(RP)
= RADIUS POINT
WM
= WATER METER
WV
= WATER VALVE
YRD
= YARD DRAIN
--)
= FLOW ARROW
.10
= SPOT ELEVATION
4 = CABLE TELEVISION RISER
LEGAL DESCRIPTION:
LOT H, BLOCK 4, QUEENS COVE UNIT 1, ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 11, PAGE 12A
THROUGH 12C, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
ADDRESS: 123 QUEEN FREDERIKA COURT
FORT PIERCE, FL
NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY
OR OTHER RESTRICTIONS OF RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY
THIS OFFICE.
ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE GIS
BENCHMARK uP-6330, HAVING A PUBLISHED EL=1.49(FEET)
NAVD. ALL OTHER ELEVATIONS ARE RELATIVE THERETO.
BEARINGS SHOWN HEREON ARE BASED UPON AN PLATTED
MERIDIAN, ALONG THE CENTERLINE OF FREDERIKA COURT,
HAVING AN PLATTED BEARING OF S 31031'450 W. ALL OTHER
BEARINGS ARE RELATIVE THERETO.
PROPERTY LIES IN RIA M. ZONE BAE 50, AS SHOWN ON MAP
NUMBER 12111CDO89 J, DATED 2/16/12. FLOOD ZONES ARE
APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE
MAPS.
IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS OR
DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN
THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN
CONSENT OF THE SIGNING PARTY.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT
SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE
PUBLICRECCRDS OF ST. LUCIE COUNTY, FLORIDA.
NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER.
THE EXPECTED USE OF THE SURVEY AND MAP IS
RESIDENTIAL.
ALL DISTANCES AND ELEVATIONS SHOWN ARE IN ACCORD
WITH THE UNITED STATES STANDARD USING FEET.
ALL DIRECTIONAL MEASUREMENTS SHOWN ARE IN THE
FORMAT OF DEGREES, MINUTES AND SECONDS.
LEGAL DESCRIPTION FROM CORRECTIVE WARRANTY DEED
RECORDED IN OFFICIAL RECORD BOOK 3957, PAGE 210, PUBLIC
RECORDS OF ST. LUCIE COUNTY.
LOT CONTAINS 10.000 SQUARE FEET.
BOUNDARY 3 TOPOGRAPHIC SURVEY FIELD DATE: 02-25-19
CERTIFIED TO: TAMMIE COX
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N:\Projects\2019\19-2036 Tommie Cox - Queen's Cove Unit 1\19-2036 BNDY.dwg, PLOTPLAN, 5/10/2019 8:48:27 AM, Velcon Group, Inc., (772)879-0477
Desia7 Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region S Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VaT=150 MPH
3. Exposure Category, Paragraph 1609A.3 : C
Applicable Codes. Regulation and Standards
1. The 6th Edition (20EM Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications forAluminum Structure. Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE 7-10
General Notes
1. The contractor shall verify all dimensions prior to mnstruction
2. All work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects:
1. Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications ere
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.1.2. Aggregate- Large Aggregate 3W max -ASTM C 33
1.1.3. Air entraining +1-1%-ASTM C 260
1.1.4. Water reducing agent-ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars -ASTM A615, grade 60
1.2.2. Welded wire fabric-ASTM AI85
1.3. Concrete slump at discharge per chute not less then 3' or more than 6.
Water added after batching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot weather recommendation:
I.S. Moist cure or polyethylene wring required.
1.e. Prior to placing concrete, treat the entire subsurface area for termites In
compliance with the FBC.
1.7. All aluminum components embedded within concrete shall be mated with e
bituminous paint or epoxy.
I.S. Fiber reinforced concrete per ASTSM C1116 is an axeptable alternative to
6X6 W1.4ArY1.4 W WF.
2. Aluminum extrusions shall be 6005 T5 Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 Or better
zinc plate to ASTM B633, or stainless steel series'300".
4. All Sell Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws 6' from end 12" on center.
S. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barrier requirements.
6. Door location shall be determined by contractor in the field.
7. When Insisting pavers over concrete slab or fooling which are supporting
aluminum members, such as continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8. All flashing and waterproofing shall be provided by the contractor.
S. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: Existing S"x8" Thickend Edge 4•• Slab on Grade
Existing concrete. No additional concrete footing is required to resist the loads imposed
by the proposed construction g the existing footing Is In sound condition, free from
structural cracking, spelling, or other deterioration.
Roof Type Screen Size
Full Mansard 20120
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NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE. USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
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RD FOR
CODE COMPLIANCE
ST. LUCIE/�COtN Y
BOCCI��/Z024
S
SHEET
1
1BRACKETGW
FROM 1• xNTH (E
CONNECT WITH S)
Y14%W4°SMS
Y x 5-518" x Le"
LUMFLATBAR.
6063-T6 ALUM.
0 0 0 0 0
OO Nl�-114'
O EYE BOLT FOR CABLETENSIONw'
O
(2) 3I8" OIA. x 3' EMBED
CONCRETE scREw ALTERNATE CONNECTION
ANCHOR
UPRIGHT /-- 1/e" S.S. CABLE
1-IWx BS/e•x 1/e•ALUM. FLAT
DOUBLE BAR. WITH (2) 318' DIA. CONCRETE
COMPRESSION ANCHORS. MIN.2a14' EMBEDMENT
SLEEVES 2's
BRICK PAVERS MAY NOT
BE PRESENT. ENSURE
MIN. REQUIRED ANCHOR ,
EMBEDMENTINTO
CONCRETE .. '
FOUNDATION PER PLAN
BCABLEBRACING
201
SCALE:NTS
s
Note - Orientation may be different.
WWGUSSET
PURUNS ATTACHED TO BEAM
WnH (4) #I0 x 1-12" SMS WITH
WASHE INFO SCREW BOSSES.
#14%3I4°SMS @1-1I4'D.C., '-/�11
NOTES:
1. SEE THE NOTE BELOW FOR SCREWS SPACING. THE NUMBER OF SCREWS SHOWN ARE
FOR ILLUSTRATNE PURPOSES. GO NOT COUNT SCREWS ON DRAWING.
2. GUSSET DIMENSIONS AREA MINIMUM (2)RED'D-(1)EASIDEOFSEAM-MAYBEINTERNAL
OR EXTERNAL
3. AS BEAM SIZE CHANGES, ADD OR SUBTRACTSCREWS TO MAINTAIN 1114-GC SPACING.
4. GUSSET LENGTHS REMAIN CONSTANTWIDTHS CHANGE TO MATCH BEAM SIZE.
G-1 TYPICAL INTERNAUEXTERAL GUSSET CONNECTION
2 SCALE:NTS
2SQ"81IWANGLE EA
(1)12• DIA THRU BOLT WITH
M-x 2° x 2° ANGLE MATH
SIDE
NYLOCKJAMNUT(JAMNUTWITH
(4)014x W1 SMS INTO
THREADLOCKER MAY BE USED, IN
O O
POST
UEU). DO NOT OVER TIGHTEN.
TIGHTEN ONLY UNTIL CONTACT.
O
O O
RICK PAVERS MAY NOT
FOR 2X2 AND 2X3 UPRIGHTS, USE
BE PRESENT. FOLLOW
(4) C14z 3l4' 6MS INTO POST
ANCHOR MINIMUM
BRICK PAVERS. MAY NOT
CONCRETE EMBEDMENT
BE PRESENT. ENSURE
MINIMUMCONCRETE
EMBEDMENT.
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TOP VIEW
SIDE VIEW AT INTERMEDIATE UPRIGHT
SIDE VIEW
FOUNDATION PER PLAN
W PER PLAN
UPRIGHTPERPLAN O
®O x�
CONCRETEWITREDTO
CONCRETE WITH 1/4°DIA.
(1) wa- DIA CONCRETE
1X2 O.B. ANCHORED TO CONCRETE
ANCHOR (MIN. 1-1W
SCREW ANCHORS INTO
WITH 1/4• DIA CONCRETE SCREW
EMBED) @ 24' O.C.
EACH LEG
ANCHOR (D 24 O.C. MAX
(4) x SMS INTO POST
FOR CORNER CONNECTION O
ry
4) btd x 314' SMS INTO
FASTEN IX
FASTEN I%2 WITH@12x314• >C
POST
SMS @ 24' O.C,
(4) #10 x 1-12' SMS IWO
SCREW EOSSES (TYP)
ONLY
OPTION 2:
T x 2• x 118• ANGLE WITH (2) 010 x
We EMS IN EACH FLANGE, EACH
SIOE(TYP)
I—PURUN /GIRT/ CHAIR RAIL
IE
CONIC.
ANCHOR @6'
FROM ENDS& 24'O.C. REVIEWED FOR
CODE COMPLIANC
ST. LUCIE COUNT`
M 1 PURLIN/GIRT/ 0.13 TO HOST CONNECTION BOCC
2 / SCALE:NTS
GUSSET PLATE
PER PLAN I DETAILS
PURUN PURUN
O
O� (2)C14X 2° SMS THRU BRACE IWO
RP BFAMTHRUGUSSETPLATE
0
BRACE AT INTERMEDIATE JOINT
V . .V
1) we
DIA. CONC.
Aa ANCHOR. EMBED MIN. L�
_ 2-12'
01%2 UPRIGHT EAVERAIL
4...
Kl—
' (4)C16z2"SMS THRU IX2 ems. • OOTNG. SEE PLAN FOR U4'DIATHRUBOLTWITHNYWN
"POST FRONTVIEW DETAILS BRACE AT EAVE RAIL WASHER& STAINLE665TEEL NUT
FRONT VIEW TOP VIEW
ATCORNER SHEET
B-1 UPRIGHT TO FOUNDATION CONNECTION DJ-1 DOOR JAMB CONNECTION BR-3 ROOF BRACING
2 SCALE:NTS 2 SCALE:NTS 2 SCALE:NTS2
0.126'THICK 4 BRACKET® EACH BEAMJPURLIN.
ATTACHED BRACKETTO FASCIA W/& XW IAGS(3
PER BRACKETI. ATTACH GUTTER TO FASCIA MATH
3R°X 3• LAG 0 24. O.C. ELSEWHERE.
1• X 2' OPEN BACK IS NOT NEEDED IF
OTHERWISE, CONNECT I)2 TO
AANPURLIN WITH (2) 010 x 2-VT SMS
THRU BEAMIPURUN INTO SCREW
BOSSES. CONNECT 1X2 TO GUTTER
WITH (1) 014 x 1-12' SMS 96° FROM
ENDS AND 24 O.C.
0
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P�RgpR
NOTE:
(2) XW DIA. x 4- IAG SCREWS FOR
SPANS GREATER THAN 30'-0'
2° xT x 1S• x TANGLE WITH (4Y
014 x SIP SMS INTO BEAMIPURUN
AND (4) [0) IF 1X21S SCREWED TO7
MINIMUM OF 2-x e.IF LESS, T X 4'
PTSUB FASCIA SHALL BE PLACED
BEAM USING SCREW BOSSES]$1,
SUPERGUTTER
BEHIND EXISTING AND LAG LAG
SCREWB SHALL BE LENGTHENED
X SIP SMS INTO 1X2 (OR GUTTER).
TO FULLY PENETRATE SUB FASCIA.
REPEAT ON OTHER SIDE OF
IF NO FASCIA IS EXISTING, ADD T x
BEAMIPURUN
4-PT FASCIA WITH 12' CIA. LAG
WHENBEAMISLARGER THANGURER,
.062• BACKING PLATE
BOLTS, EMBEDDING 1-V2'I470
21I8•x 11B• x D.Wr(MIN.) ALUM
ON INSIDE OF GUTTER
TRUSS TAILS.PRE-DRILL WITH n'
RECEIVING CHANNEL W/ MIN. (2) 912 x
DIABITTO PREVENTSPUTTING.
WP SMS
SHIM AS NECESSARY IF OTHER
THAN A PUUMS CUT FASCIA
NOTE: BEAM ORIENTATION MAY BE DIFFERENT THAN ILLUSTRATED
RH-1 BEAWPURLIN TO GUTTER CONNECTION
3 SCALE:NTS
MEMBER SIZE
EDGEC
2X4
1 12'
2XB-2X10
112'
FLASHING
EAVE RAIL INTERNALLY
SCREWTHRUBEAMINTO
SCREW BOSSES WITH (3) 61D
x 1-12 SMS
ATTACH 1X2 TO EAVE RAIL
WITH 014 x 1-12• SMS ® 6'
FROM ENDS & 24. O.C-
(1) M' DIA x 2-12' THRU
BOLT WITH NYLOCK JAM NUT.
THREADLOCKER MAY BE
USED ON NUT IN UEU OF
NYLOCK JAM NUT. DO NOT
OVERTIGHTEN.
,BEAMpF
f E J
OVER UPRIGHT
D
OVER UPRIGHT af�
UPRIGHT. SEE PLAN
FOR SIZE
i`
1•
�✓_1—
RC-1 UPRIGHT TO BEAM CONNECTION
3 SCALE: NTS
°°0 -tx
NOICH 90TI01V! FLANGE G
PURUN TO OVERLAP UPRIGH
SCREW THRU EAVE RAIL
INTO PURUN SCREW
BOSSES WITH (2)Y10 x 4•
SMS
ATTACH 1X2 TO EAVE RAIL
IMTH *10 x 1-1W SMS ® W
FROM ENDS & 2e O.C.
2° x Tx 1/8' PLATE WITH (4)01.
x W4' SMS EACH SIDE OF BEAA
UPRIGHT PER FILM
C-2 UPRIGHT TO PURLIN CONNECTION
1\13 SCALE:NTS
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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