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LEGEND:
(D)
= DEED
(M)
= MEASURED
(P)
= PLATTED
r
CMP
= CORRUGATED METAL PIPE
CNS
= COULD NOT SET
CONC
= CONCRETE
FFE
- FINISHED FLOOR ELEVATION
FND
= FOUND
IR
IRON ROD
IRC
= 5/8' IRON REBAR WITH PLASTIC CAP
PCOR
= PROPERTY CORNER
PCP
= PERMANENT CONTROL POINT
PL
= PROPERTY LINE
PUDE
= PUBLIC UTILITIES AND DRAINAGE EASEMENT
R/W
= RIGHT-OF-WAY
" R
= RADIUS OF CURVE
L
= LENGTH OF CURVE
SF
= SQUARE FOOT
A
= DELTA OF CURVE
•O
= SET 5/8' IRON REBAR WITH PLASTIC
CAP 'AJP PSM 6330'
0
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LOT 98
EXISTING
RESIDENCE
A/VG� EF�SH OR/V
POSLET
MAHIXE m
�p 303, 9
C_ 26"-
-.`'ILOT PLAN MUST BE APPR0:.=3 BY MANAGER
OF OCEAN RESORT CO—OP, INC.
APPROVED BY:
MANAGER OF OCEAN RESORT
THIS ----- DAY OF , 2017.
LEGAL DESCRIPTION:
T COPY
LOT 97, OCEAN RESORTS A CO-OPERATIVE.
S7s ��F1 LFZ
PYAINS 2,550 SQUARE FEET.
00 _1 e�rllJ� l
'%4jh �p SURVEY NOTES:
GJ� MI�� SETBACK H10 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE
SHOWN HEREON.
so0. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE
FRO)ET I LOCATED UNLESS OTHERWISE SHOWN.
I { 3. THIS SITE LIES WITHIN FLOOD ZONE "X' AND 'AE' BASE
${D$ FLOOD ELEVATION = 4.0. ACCORDING TO THE FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO087
t r•NR SIDES �1 J, EFFECTIVE DATE FEBRUARY 16, 2012.
�-- 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE
REP.R 5 SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD
ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY.
T'tIG I( 5. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE
OF LOT 97 AS BEING S75'57'35"E ACCORDING TO
TECH THE PLAT DESCRIBED HEREON.
p 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS
OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN
FEET.
LOT 7 DIRECTPPED SUPERVISIONEANDSHOWN HEREON RESPONSIBILITYREOFUNDER THE
ALEXANDER
EXISTING J. PIAZZA PSM, INC.
RESIDENCE S. SURVEY MAP. AND REPORT OR THE COPIES THEREOF ARE NOT
VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT
BY OTHER THAN THE SIGNING PARTY OR PARTIES IS
PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR
PARTIES.
CERTIFIED TO:
DAN F. & CAROLE L. DARROW
5348 GALLEY WAY
TYPE OF SURVEY: SPECIFIC PURPOSE PLOT PLAN U C TIE IN FINAL
COMPLETED ON: 4-21-17 6-26-17� ,, e w w LAST FIELD DATE: 4-14-17
p LEX p NDER aim PIAZZA PSG y INC. � K: \BUILDERS\DWG2017\7 7-2988
�'1 A!9 �f7�Nng • Mapping • Consulting REF K:\
619 SW Biltmora Street r1D CM/AP FR. PG. JOB 17-2988 '
® Port St. Lucie, Florida 34963
5-19-17 REVISE FLOOD INFORMATION dAJP Phone: (772) 340-7770 :1FF CM/APid - I DATE 4-20-17 ALEXA R JPIADATE: REVISIONS: tB'17� Faz: (772) 340-2250 CKD AJP SHEET 1 OF 1 DWG Florida Certificate fuicatea No.: Mapper
C-616
CONTRACTOR: South Florida Alin ' *,Ln Products, Inc.
DESIGN CRITERIA:
The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter
20 Aluminum, and Chapter 23 Wood.
AA ASM 35 and AA ADMI Specifications for Aluminum Strucmms, Pan 1-A of the Aluminum
Design Manual prepared by The Aluminum Association. and the AAF Guide to Aluminum
Concoction in High Wind Areas.
ASCE 7-10.
. Dead Load:2 PSr
Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5: Risk Category 1.
3.2. Ultimate Design Wind Speed: VULT =150 MPH Nominal Design Wind Speed: VASD =116
MPH
3.3. Exposure Category, Section 1609.4.3: Exposure D
3.4. Screen Enclosure Section 2002.4
. Budding Category for Aluminum Structures, Section 2002.6: Category Type I -Patio Cover
Non -Habitable. Unconditioned
analysis of existing structure.
The following specifications are applicable to this pmjech
L 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 shad be 6005 TS 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. Approved concrete screw anchors to be Simpson Timn-HD or equivalent.
S. 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.
6. Where concrete specifications are required, whether in the screen enclosure scope in 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 l,- ASTM C 150
H. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Airentraining+/-146-ASTMC260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixmres not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
e. 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 Pmctice,
Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene curing permitted.
L 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.
L All aluminum components embedded within concrete shall be coated with a bituminous
paint in epoxy.
7. Ali flashing and weatherproofing shall be provided by the contractor.
8. Use of these plans acknowledges and accepts a limit of liability not to exceed design and
engineering fee.
WIND ----,D AND EXPOSURE HAVE
BEEN^RMINED USING THE ADVANCED
TECHixvr.JGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
EXISTING
STRUCTURE
NOTE:
BUILDER TO PROVIDE CERTIFICATION FROM
MANUFACTURER FOR NEW ADDITIONS
3"X4B"XO.024"
1.0# DENSITY FOAM
COMPOSITE PANEL
2X7SMB
EDGE BEAM
2X3K.B.
(TYP)
3"X48"XO.024"
1.0# DENSITY FOAM
COMPOSITE PANEL
EXISTING STRUCTURE 3X3XPOSTNII 125 3X3XP•OST125 �II 3X3XO.125
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2X9 SMB: 2"x9"x0.072"x0.174"
POST BASE W/ (2) 3/8" DIA THRU
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RECEIVING CHANNEL
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MIND4UM FASTENER EDGE DISTANCE: 12"
SCREW ANCHORS INTO CONCRETE
W!#10x3/4"TOP AND (3)318"DIA
BOTTOM AS END CAP THRU BOLTS
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3" COMPOSITE PANEL EACH PANEL - -
117'x 0 x
DATE DRAWN
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3"LON1 ALUM
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3"x RECEIVER
RECEIVER CHANNEL
RECEIVING CHANNEL W/(3)
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#12 x 314" SMS EA. FACE 8
REVISION
(3) #12 x 3/4" INTO POST
#14 x ISMS ® 10- O.C.
STAGGERED
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INTO HOST -SITE BEAM
S-1
S-2 KNEE BRACE CONNECTION DETAIL
As
SHEETNO:
COMPOSITE PANEL CONNECTION TO HEADER
A 2 SCALE NTS
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JAN 30
s-r. lucre County, Permitting
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