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HomeMy WebLinkAboutRECORD SURVEYLJiAN 2 8 2019CONCRETE`ounty, Permitting DRIVE \4'
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x 20.41
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EXISTING 1 STORY 30 `' .
3�oUQi MANUFACTURED 1,51 <� L,
HOME
FFE = 23.9' x 21.27 <'
# 1795
21,85 x
EXISTING FORMS
ELEV. = 22.0'
3.9'
15.17
R) 20,37
20' CONCRETE
FND NAIL
BENCHMARK
ELEV = 20.29'
4
21,95 a CONCRETE f f ' . `; .
DRIVE "' z; ' 20.07
PATIO xr 2 0. 2
a
EXISTING 1 STORY
w RESIDENCE
�Za FFE 25.1'
w # 1795 45% NO
w ,_ 21.96
`r
COVERED
PORCH
EXISTING ®20.94
LAKE
15,13 a
CERTIFIED TO:
PERSHING MOBILE HOME SALES INC.;
GOLDEN POND MOBILE HOME PARK;
12a
2.38 .
EXISTING
CARPORT
EXISTING 1 STORY
2.29 MANUFACTURED
HOME
FFE = 24.3'
# 1795
`,20,06 .
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CONCRETE `� ' <' `
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<X 20.10
2919
RUS AUOLD'DATE SIiiIED
;SSIONAL SURVEYOR' & MAPPER
FLORIDA
Record Survey For:
Pershing Mobile Home Sales I nc.
STREET ADDRESS:
1795 STONYBROOK DRIVE PORT FORT PIERCE, FL 34945
GOLDEN, POND MOBILE HOME PARK, SAINT LUCIE
COUNTY, FLORIDA.
0' 20' 40'
LEGEND ABBREVIATIONS:
GRAPHIC SCALE IN FEET
A ARC LENGTH
OHP
OVERHEAD UTILITIES
A/C AIR CONDITIONER
ORB
OFFICIAL RECORDS BOOK
BSL BUILDING SETBACK LINE
P
PLAT DATA
C CALCULATED FROM -FIELD MEASUREMENTS
PS
PLAT BOOK
CBS CONCRETE BLOCK STRUCTURE
PCP
PERMANENT CONTROL POINT
CONC CONCRETE
PG(S)
PAGE(S)
CM CONCRETE MONUMENT
POB
POINT OF BEGINNING
CA CENTERLINE
POC
POINT OF COMMENCEMENT
D&UE DRAINAGE & UTILITY EASMENT
PSM
PROFESSIONAL SURVEYOR & MAPPER
ELEV ELEVATION
R
RADIUS
FFE FINISH FLOOR ELEVATION
R/W
RIGHT OF WAY nn'' A'
FND FOUND
TOB
TOP OF BANK 6GAN VI
ID IDENTIFICATION NUMBER
TOS
TOE OF SLOPE ��
IP IRON PIPE
UE
UTILITY EASEMENT
IR IRON ROD
ELEVATION (TYPICAL)
St Lucie CI
IRC IRON ROD & CAP
WATER METER
LB LICENSED BUSINESS
SEWER MANHOLE
LS LICENSED SURVEYOR
UTILITY POLE
M MEASURED DATA
DELTA
NAD NORTH AMERICAN DATUM
ELECTRIC SERVICE BOX
NAVD NORTH AMERICAN VERTICAL DATUM
TELEPHONE SERVICE BOX
GENERAL NOTES:
1. THE PURPOSE OF THIS SURVEY IS TO SHOW THE LOCATION OF A PROPOSED SHED IN
RELATION TO EXISTING MANUFACTURED HOMES AND A PAVED STREET, LYING IN SAINT LUCIE
COUNTY, FLORIDA.
2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0160 J. EFFECTIVE DATE
FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION
19,94 CERTIFICATE.
3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON.
4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY.
5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY,
EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS.
6. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
'SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER.
7. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING
FLORIDA LICENSED SURVEYOR & MAPPER.
8. THE LAST DATE OF FIELD WORK WAS JANUARY 19, 2019.
9. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. COUNTY
BENCHMARK C-25-6 WITH AN ELEVATION -OF 18.78'
10. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND
DECIMALS THEREOF.
© COPYRIGHT ARNOLD SURVEYING, INC. 2019
ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS
OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC.
THE REPRODUCTION OR UNAUTHORIZED USE OF THE5E DRAWINGS OR ANY
OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERMISSION FROM
ARNOLD SURVEYING, INC. 15 STRICTLY PROHIBITED. T1115 DRAWING OR
DOCUMENT 15 PROTECTED BY FEDERAL COPYRIGHT IAW5.
JOB NO. 17-551
DATE: 07/16/2017
SCALE: 1 "=20'
DRAWN BY: CA
REVIEWED BY: CA
ARNOLD SURVEYINEi, INC.
•PROFESSIORAL SURVEYORS AND MAPPERS
FLORIDA LICENSED BUSINESS NUMBER 7903
4888 N. KINGS HIGHWAY #425, FORT PIERCE, FLORIDA 34951
24 VERDE VISTA, FORT PIERCE, FLORIDA 34951
(772) 708-1819 SURVEY®ASI-SURVEY.COM
my
CONTRACTOR: East Coast Aluminum 7r- " .cts. Inc.
DESIGN CRITERIA:
Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
AA ASM 35 and AA ADMI Specifications for Aluminum Structures,
Part 1-A of the Aluminum Design Manual prepared by The Aluminum
Association. and the AAF Guide to Aluminum Construction in High
Wind Areas.
ASCE 7-10.
Live
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5:
Risk Category 1.
3.2. Basic Wind Speed, Figure 1609.3(3), State of Florida Debris
Region & Basic Wind Speed, Section 1609.3.1 and Table 1609.3.1
Equivalent Basic Wind Speed: VmT =150 MPH, VAm =116
MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category
Type 1- Patio Cover: Non -Habitable, Unconditioned
Roof Type: MONOSLOPE
Roof Material: 3" x 48" x 0.024" composite panel Elite 2000,1.04
density foam, Florida Product Approval Number FL 7561-R4.
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (2017) Florida
Building Code, and any other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control
issues, no manufacturer substitution is acceptable without the spec
written, signed and sealed authorization of Florida Aluminum
Engineering, Inc.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2
or better zinc plated to ASTM B633, or coated stainless steel series
"300", or uncoated stainless steel series "400".
4. All Self Mating Beam Sections are to be stitched with either #14 screws
6" from ends and 24" center to center or #12 screws 6" from ends and
12" center to center.
5. Where concrete specifications are required, whether in the screen
enclosure scope or not, by one or more regulatory agency, the following
specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following
components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1% - ASTM C 260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than
5". Water added after batching is not permitted.
d. Prepare and place concrete per American Concrete Institute
Manual of Standard Practice, Parts 1, 2, and 3 including hot
weather recommendations.
e. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for
termites in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be
coated with a bituminous paint or epoxy.
6. All flashing and weatherproofing shall be provided by the contractor.
7. Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USIT HE ADVANCED
TECHNOLOGY COUNCIL,—,." EBSITE
AND GOOGLE EARTH.
_o
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14'-0"
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3X3X0.125
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POST POST
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ST. LUCIE COUNTY
BUILDING DIVIS
REVIEW
FOR COM IANGS
REVI
PLANS AND PERM
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NO I PECTION WILL B MADE
S-5
A-3
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END
BEAM SGANNE®
BY
St Lucie C®unty
26'-0" THESE I I- AN$ ARID ALL PROPOSED WORK
ARE SUBJECT TO ANY COMOTION3
REQUIRED BY FIELD INSPECTORS THAT
AIAY 9E NECESSARY IN ORDER TO
ALL APPLICABLE CODES.
B
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t�B�LI�LIty �11�i� �ndlll���ii _
RESPONSIBILITY OF THE
`RACTOR OF RECORD
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RECEIVED
Amv 14.2010
Permitting Department
;:�t Lucle County
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REVISION
SHEET NO:
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CONTRACTOR: East Coast Aluminum:,-- ,�-acts, Inc.
DESIGN CRITERIA:
(2017) Florida Building Code, specifically Chapter 16 Structural Design,
2. AA ASM 35 and AA ADM1 Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association. and the AAF Guide to
Aluminum Construction in High Wind Areas.
3. ASCE 7-10.
1. Live Load: 10 PSF per 6th Edition (2017) Florida Building Code, Appendix I Section 105.1
2. Dead Load: 2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
Section 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VDCT =150 MPH,
V-D =116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure B
3.4. Screen Enclosure Section 2002.4
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 1 - Aluminum
Shed: Non -Habitable, Unconditioned
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" composite panel Elite 2000, 1.0# density foam, Florida
Product Approval Number FL 7561-R4.
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any
other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer
substitution is acceptable without the specific written, signed and sealed authorization of Florida
Aluminum Engineering, Inc.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to
ASTM B633, or coated stainless steel series "300", or uncoated stainless steel series "400"..
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24"
center to center or #12 screws 6" from ends and 12" center to center.
5. Door location shall be determined by contractor in the field.
6. Where concrete specifications are required, whether in the screen enclosure scope or not, by one
or more regulatory agency, the following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1 % - ASTM C 260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM Al85
c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after
hatching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of Standard
Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with
the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be coated with a bituminous
paint or epoxy.
7. All lumber and plywood shall have grade marks and treatment identification and Shall conform
to the following:
a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum
moisture content of 15%.
b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be impregnated with a
cca salt treatment in accordance with fs. tt-w-571 and bear the American Wood
Preservatives Institute quality mark 1p-2.
c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1.
d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt
paper, 10 mil polyethylene sheet or equivalent material.
8. Contractor shall provide Florida Product Approval information as to the exact window being
utilized for this project, including manufacturers specifications, and installation methods for
anchoring the submitted windows to Aluminum members and specific sizes as indicated on
A-1.
9. Contractor shall provide any additional backing (aluminum, wood etc..) and anchors as required
by the window manufacturers recommended procedures.
10. All glass panels within 24" of a door opening shall be of tempered glass per FBC-R308.4
11. All flashing and weatherproofing shall be provided by the contractor.
12. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
WIND EIT-M AND EXPOSURE HAVE
BEEN DE'+ 41NED USING THE ADVANCED
TECHNOL<�� V COUNCIL'S WEBSITE
AND GOOGLE EARTH.
to
WOOD 2X4P_T_ATTACHED
TO ALUMINUM FRAMING
W/ 1 /4" DIA. SD WOOD
SCREWS AT 6" O.C.
6'-8" -
7'-10"
3X3XO.093
POST
3" REC CHANNEL
TOP PLATE
1 /2" PLYWOOD
HOUSE WRAP
VINYL SIDING
3" REC CHANNEL
BOTTOM PLATE
COMPONENTS & CLADDING
DESIGN PRESSURES FOR WINDOWS / DOORS:
+25.9 PSF / -34.7 PSF
NOTE:
DOOR AND WINDOW LOCATION FOR SHED
TO BE VERIFIED IN FIELD BY CONTRACTOR
2X5SMB
4TH WALL
BEAM
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REVISION
0 12/17/18
SHEET NO: A-1A
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DATE DRAWN
POST � �
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10/08/18
POST
REVISION
S-1 COMP. ROOF TO POST (cD- 4TH WALL DETAIL
S-2 COMP. ROOF TO CORNER POST 4TH WALL DETAIL
S_3 COMPOSITE ROOF TO POST CORNER CONNECTION
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DATE DRAWN
W/ (4) #14 x 314" SMS INTO
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EACH SIDE OF BEAM & (4)
10/08/18
1x 21/C a ° a'e 4 e I
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REVISION
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12/17/18
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CHAIR RAIL TO UPRIGHT DETAIL
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S-7COMPOSITE ROOF TO POST CONNECTION
A-3
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A_3 SCALE: NTS
SHEET NO:
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