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LEGAL DESMIPT104: ABBREviAT104S: &MEYMS WTES:
Lot 40 of POD 26 AT SET = Set 5/8' Iron rGbar ��yyath
THE RESERVE - PHASE i yet IoW cap marked 'PSM 554V 1• Unless otherwise noted only platted easements
CYPRESS POINT FD--Found 5/0" Iron Rebar are sho*n hereon.
according to the plat thereof F.F.E.=Finished floor Elevation 2. No underground utilities or improvements Were
as recorded in Plot Book 36 OH--OH--OH-= Over Head Wires located unless other*ise sho*n.
pages 1. 1A through 1CX—X—X-= Chain Link Fence 3. This site ties Within Flood Insurance Rote Map
of the Public Records of = Right of Way Zone X.
St. Lucie County. Florida. - TraoodoFteunrepod 4. Flood Zone sho*n hereon is on Interpretation
Q- by the surveyor and is provided as a courtesy.
PL=Value as plotted The flood zone should be verified by a
R = Radius of curve determination agency.
L = Length of curve 5. Bearings shotyn hereon are based on the gest
DV
_�lBaelosured f Curve
EAS. property line of LOT 40'as being S 44'00'12' E
CO,C. = Concrete according to the Plat described hereon.
G.P.= Conc�gto Pod 6. P.U.D.E. denotes Public Utilities and Drainage
B3=Water Meter Easement.
�= Po}yer Pole 7. All Lot dimensions sho*n are per plot unless
= Utility Box other*ise shown.
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LOT 41 POD 26
ry ft.
1.0\ QCA �oQ38D -yrs
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61
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LOT 39 POD 26
24h 0
8024 LINKS WAY Certified to: JA ES E. BR DFIELD AND JUDITH W. BR DFIELD
CITIBANK, 11��,,A
SCALE:1"=30' Atlantic Land Designs K TITLE COMPA Y. LLC
t1ATE:3 25 13 754 of the Treasure Coast, LB746o CHICAGO TITLE I SURA CE COMPANY
f f{E Jeasea Beach Blvd.Jensen Beach.—34857 I hereby certify that the survey shoffn hereon is true and correct
DR*: AWP Mailing Address: and is based on actual nieaseurenents taken in the field. This
P.O.Box 1421 Jensen Beach.FL 34958 survey meets the Vfnimum Technical Standards of chapter 51-117
Florida aAninis Lrotive code.
2018-0184 AI-D5543(dlgmatl.com (772)396-4290 onr�adar�ame:n.e�mJ..
James A. GtkrnWamerA[mm�r• PSM 5543
DATE: REVISIONS a=AtlanaclandodgnsortheT[,
Cesiro Jr. asmaura�
!' Pate:2at3�3.25 o79A35.04ao' dee ���
NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC �soatol c
LAST FIELD DATE:3/22//13 SIGNATURE AND AUTHENTIC.ATEDELECTRQNiCSFAt
TABLE OF ROOF BEAMS,COLUMNS,PURLINS AND GIRTS: SPECIFICATION NOTES AND DESIGN PARAMETERS: PORCH ENCLOSURE
`r THIS SCREEN ENCLOSURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 12'-0",EXP.'C',150 MPH 1 THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 6 20 OF THE FLORIDA BUILDING CODE(FBC),STH DWG.#SOP-2016.770,REV.0
WIND SPEED.THE ITEMS BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA EDITION(2014)BUILDING,USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A.
BUILDING CODE(FBC),CHAPTERS 16 AND 20,AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION THE AAF STANDARDS OF THE"GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS"FOR TABLE 1 ARE APPLIED. March 10,2016
OF FLORIDA(AAF)"GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS'. STRUCTURAL A DESIGN BASICS: THIS SCREEN ENCLOSURE ISA RISK CATEGORY I STRUCTURE. HEIGHT 12'-0",EXP.'C',150 MPH
VALUES FOR EXTRUDED ALLOY 6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL 2015 EDITION. B WIND IMPORTANCE FACTOR(0.77)AND BUILDING CLASSIFICATION RISK CATEGORY FROM FBC,TABLE 1604.5 AND SHEET 1 OF 3
AREA LOCATION WIND SPEED PER FBC,FIGURE 1609C.BUILDING CLASSIFICATION PER TABLE 27.2.1,ASCE 7-10.
TABLE 1 MAIN MEMBER SCHEDULE C DESIGN PRESSURE FOR 18114 SCREEN,WALLS:WW PRESSURE @ 32.54 PSF,LW PRESSURE @ 25.73 PSF. GENERIC DESIGN DATA
____MEMBER MARK I SIZE I TYPE I MAIL THICKNESS ILENGTHI DESIGN BASIS D MAXIMUM HEIGHT:HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE-SPECIFIC DESIGN BY THE ENGINEER OF RECORD.
b x t I I ALLOY W I F I FT. I E MINIMUM ALLOWABLE DEFLECTION:LI60 FOR SCREENING COLUMNS AND IJ120 FOR ROOF,PER TABLE#1604.3 OF FBC. HEIGHT 12'-0"EXP.'C',150 MPH
CHAIR RAIL#1 CRI 2x3 ALUM I HOLLOW 0.050 1 0.050 1 6'4.5' CALCULATION F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE ALLOWABLE STRESS DESIGN(ASD)PRESSURE CALCULATIONS USED.
CHAIR RAIL#2 1 CR2 1 2x2 ALUM HouoW 0.046 1 0.046 1 2'-4" I CALCULATION SHIELD OF PROTECTION
CHAIR RAIL#3 CR3 2x2 ALUM I HOLLOW 0.048 1 0.048 1 0'-7" 1 CALCULATION 2 MATERIALS(UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): 2190 NW RESERVE PARK
A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY#6005T5 OR#6061T6;ALLOY#6063TSIS NOT ACCEPTABLE. TRACE#10
B FASTENERS:ALUMINUM ALLOYS#2024-T4 8#7075-T8,DOUBLE CAD-PLATED STEEL,HOT-DIPPED GALVANIZED STEEL OR PORT ST.LUCIE,FL 34986
ADDITIONAL SITE SPECIFIC INFORMATION 300-SERIES STAINLESS STEEL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF OFFICE(772)878-7332
THIS PORCH SCREEN ENCLOSURE IS LOCATED IN A NEW RESIDENTIAL COMMUNITY WEST OF ROUTE 95 AND DISSIMILAR MATERIALS AS DEFINED IN THE FBC.HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS. FAX(772)678-9068
SOUTHEAST OF THE GLADES CUTOFF ROAD IN PORT ST.LUCIE. THE ENCLOSURE WILL BE PROTECTED BY SOME ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY
HOUSES BUT THERE IS A GOLF COURSE BEHIND IT.UNDER THE EXPOSURE CATEGORIES LISTED IN SECTION 1609.4.3 INSTALLATIONS UTILIZING THE SUBJECT METHODS.
OF THE FLORIDA BUILDING CODE THIS ENCLOSURE IS AN EXPOSURE'C'. ACCORDING TO THE COMPUTER PROGRAM C SCREEN CLOTH:SHALL BE VINYL-COATED,WOVEN FIBERGLASS,MAXIMUM DENSITY OF 18 X 14,58%OPEN MINIMUM. LOCATION:
"WINDSPEED BY LOCATION",A PRODUCT OF'APPLIED TECHNOLOGY COUNCIL'THE DESIGN WIND LOAD OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION.
REQUIREMENTS FOR A RISK CATEGORY I ENCLOSURE IN THIS LOCATION IS DICTATED BY A WIND SPEED OF 145 MPH. D ANY CONNECTION USED,THAT IS NOT SHOWN ON THESE SHEETS,MUST MEET ALL FBC AND AAF GUIDELINES. NAME:
BECAUSE OF THE LOCAL REQUIREMENTS,THE DESIGN PARAMETERS BEING USED HERE ARE 150 MPH WIND LOAD, E MATERIAL UPGRADES(STRONGER AND/OR HIGHER GRADE MATERIALS)CAN BE SUBSTITUTED AT ANY TIME. BRADFIELD RESIDENCE
EXPOSURE'C',RISK CATEGORY I. F A 2X2 OR A 2x3 SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2X3 HOLLOW MEMBER,RESPECTIVELY. ADDRESS:
G WHEREVER SCREENING OR KICK PLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAT 8024 LINKS WAY
THE PORCH IS HAS FIVE OPENINGS THAT ARE BEING SCREENED. THE HOUSE WALLS WILL ACCEPT THE WIND LOADS SCREENING OR KICK PLATE WILL BEA I"x 2"x 0.046"O.B.OR STRONGER ALUMINUM MEMBER. CITY/STATE:
OF THIS SCREEN.THE SCREEN WALL IS BEING INSTALLED ON AN EXISTING PORCH SLAB THAT IS IN GOOD H ALL DOOR JAMS(DJ)SHALL BE 2"x 2"x 0.046"ALUMINUM MEMBERS OR STRONGER. PORT ST.LUCIE FL 34966
CONDITION.THIS FOUNDATION IS ACCEPTABLE FOR THIS ENCLOSURE.THE DESIGN DRAWING IS ON SHEET 2.THE I IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED. COUNTY:
SCREEN CONNECTIONS ARE SHOWN ON SHEET 3. ST.LUCIE
3 ALL HOUSE FASCIA DETAILS,BOLTING OR SCREW SELECTIONS,BEAM SPLICE DETAILS,DIAGONAL"K"BRACING DETAILS,
COLUMN TO BEAM DETAILS,STRUCTURAL GUTTER DETAILS,WALL AND FASCIA DETAILS,CORNER ANCHOR DETAILS,
ROOF BRACING DETAILS,EAVE BRACING DETAILS,ETC.,IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION,SHALL BE
IN ACCORDANCE WITH THE LATEST FBC EDITION,INCLUDING THE AAF.ALL INTERNAL CONNECTIONS SHALL MEET THE
FBC(AAF)AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
4 THE LOCATION OF ALL"K"BRACING,WIND BRACING,EAVE RAILS AND CHAIR RAILS,ALONG WITH ANY DESIGN
ABNORMALITY,ARE SHOWN AND/OR LISTED ON SHEET 2,THE"SITE SPECIFIC DRAWING".
5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND/OR FOOTERS SHALL BE CALCULATED TO ASSURE THERE IS FOR BUILDING OFFICIALS ONLY:
SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE REQUIREMENTS OF A THE ENCLOSURE. THIS DRAWING IS ONLY ACCEPTABLE
FOR BUILDING PERMITS&ONLY WHEN IT
6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE"SITE SPECIFIC DRAWING".THE ACTUAL SPACING BETWEEN HAS THE ENGINEER OF RECORD'S RAISED
ANY TWO BEAMS MUST BE THE LISTED SPACING,+1-2".THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE SEAL COPIES ARE NOT DEEMED VALID.
AVERAGE SPACING SHOWN ON THE"SITE SPECIFIC DRAWING".ALL SPACING MUST NEVER BE GREATER THAN SO O.C. THIS DOCUMENT IS THE PROPERTY OF
R.A.DUNLEA,P.E.AND SHALL NOT BE
7 IF DESIRED,THE 318"DOLT SHOWN IN THE WIND BRACING CONNECTION(SHEET 3,02),THAT SECURES THE 2x2x0.090 REPRODUCED IN WHOLE OR IN PART
MEMBER TO THE U-BRACKET AND THE U-BRACKET TO THE ROOF BEAM CAN BE REPLACED WITH FOUR(4)#14 SMS.THE WITHOUT THE WRITTEN CONSENT OF
04 SMS MUST BE 112"FROM THE END OF THE U-BRACKET AND AT LEAST 314"APART(STAGGERED)FROM EACH OTHER. R.A.DUNLEA.
NOTE:L-BRACKET,2x3x0.125 OR STRONGER,CAN BE SUBSTITUTED FOR THE U-BRACKET. WHEN USING L-BRACKETS,
SIX(6)#14 SMS MUSTSE USED,THREE(3)INTO THE ROOF BEAM AND THREE(3)INTO THE WIND BRACE MEMBER. R.A DUNLEA,P.E.
1513 CERVANTES PLACE
8 IN LIEU OF"SITE SPECIFIC ENGINEERING"AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: THE VILLAGES,FLORIDA 32159
A THE SLAB MUST BE IN GOOD CONDITION,4"OR GREATER THICKNESS,CONSTRUCTED WITH REBAR,WIRE OR FIBER MESH. (772)285-6444,(352)750-6207
B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 12"ON CENTER WITH MINIMUM ENGAGEMENT OF 2.114". bOb11UDIBa(fteT1turviinIIJ'IBt
FLORIDA LIC.NO.42835
9 ALL NEW SLABS,WITH OR WITHOUT FOOTERS,SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: 'gyp/98xxx#xpb
A SOIL MUST BE WELL t(OMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, ,'�4� NTHONy 404
B 4"NOMINAL PATIO SLEW REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS,
C 4"NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI(MIN.)WITH FIBER MESH OR REBAR AND WIRE,
D SHALL BE SECURED TO EXISTING CONCRETE WITH 45 REBAR EVERY 24"O.C.TO AVOID SETTLEMENT. Q G
3� .4
10 ALL NEW PERIMETERFOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS ASA MINIMUM: :�.. �j��yj� '.
A SOIL MUST BE WELL COMPACTED,
B FIBER MESH CONCRETE @ 3000 PSI(MIN.)W/ONE 05 REBAR FOR 8"x WOR SMALLER;TWO#5 REBARS FOR LARGER FOOTERS. 9 :� STA OF !(/�
ALL NEW PERIMETER�OOTER POURED WITH A
11 B ALL REMENTD
THE SLAB S OFF ITEMS 9 AND 10 LL B EMONOLLTHICALLY POURED,
SHALL MEET THE FOLLOWING CONDITIONS: •,,,• S3/p
PERIMETER
ETE
SITE SPECIFIC DRAWING
PORCH ENCLOSURE
DWG-#SOP-2016-770,REV.0
March 10,2016
SHEET 2 OF 3
SITE DESIGN DRAWING
HOUSE HOUSE HEIGHT 12%0",EXP.'C',150 MPH
1x2 CR3->I<-2x2 SHIELD OF PROTECTION
2190 NW RESERVE PARK
TRACE#10
EXISTING PORCHROOFDOOR3.0" PORT ST.LUCIE,FL 34986
Di 4V-6 OFFICE(772)878-7332
FAX(772)$78-9068
DJ
JX2 C113-14-2.2 ow I LOCATION:
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5'-0" X-O" NAME-
12'-0" 1 RADFIELD RESIDENCE
ADDRESS:
RIGHT SIDE ELEVATION VIEWCITYISTATE: .. 8024 LINKS WAY
• I— PORT ST.LUCIE,FL 34986
ICOUNTY. ST.LUCT
HOUSE HOUSE HOUSE HOUSE
DRAWINGS NOT TO SCALE
HOUSE
T-O"
n lx2->
12*-0" <-1x2 1x2-> <-1x2 IX2-> <-1x2 IX2-> <-IX2 I2'-0"
5'-p"
R.A DUNLEA,P.E.
CRI 2X3 CRI 2x3 CRI 2X3 CR2 1513 CERVANTES PLACE
THE VILLAGES,FLORIDA 32159
2X2 (772)285.6444,(352)750-6207
bobdunleaAcenturylink.net
3'-0" 3'-0" FLORIDA LIC.NO.42835
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-6.5" 2.6"
FRONT ELEVATION VIEW
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