HomeMy WebLinkAboutSurvey Plot PlansPIPI -
e
P -
Y
a -
N
W -
le —
w: 'MW MIITPpE
M - /.CFE.4 EAVXNf
m Vf011VEMFl01f
aEla for sae)
Report o/ Survey. (Project g13-024 3)
`eoEm"E
rlhAE T.V.
EUCf2eOR
• m sclh p Orxa mwuuwc
• Mgfl¢TVW(Wm qt
• WPe4N.0EY¢vPmYO �•SbO U4ngm]R-6-wn mMII9P'i$
u mr
,�WI.VO9RVDPE mRtO
A6A®mM9Na1➢L WUiI59Rl
Wouxr
m1PMv em ®EDu®.am Wl
• wWl[vwmaw.wW ¢onRt�mwlm
1ID0 Q/DL nERnr. WAe
• WLE10PA1®1¢9OW P41 V1116 IM 1US®VNl6 IR M5uE
Ia - RW LTp1VYVE
IJD
R/l�IN 9RrtMfWRLVFATI:$EOlN6
• 16V.f6¢J0114 AS ryT[mmM GML
09J - wu ��P.wWe
W1M10Yf1'I PSIVTIF
•MPNm¢W991MIWm Y#NSWmMII[S IDE'N:-ICIb YiII
- WWIAWFJNRE
- cV,CTAW.
MRmm mnmo®sAU Nruvacl�Pm'Isv MnoWA $FIp11R9
Rem FSWE¢u¢uP Pnnowla W,m YA.L mu.
VRVC¢f. At 6rMB0M01VIm 3F1164fImlA MOEWM OY
• MDIW➢X 9tlN NMd RQ 8L4pWMWIE1N GDtIL MN'A mdY
® O¢UMpuCEwNgE
• Ww¢16 YU 6e®¢90M K@W A¢VG91NOW 1¢T /1D ®UL P/l[S
(W�91VIm MCSfMBO1 D]E1PIA0 im M9RFV@.L W➢1LLL UR[R
b - 6MPILE WET
- N¢I®DDFLImN
oEay.
amxrw IIOEEmn pr.0 P m DLVRm ue NAL
CWiFP1141¢IAmbE
• MWT mR 6RW �lA4 q/D/I)
ROAN WwmMmlAnwEMI6J,A1w MhLmfi melos9oP,
F TUY\_ 61PFETEIaX
'
16fDI N¢lef ®DQD WNO WSTNgOp pPm W!@Y m01¢@m0(N
iaH PIIDIlbE00PAfE
NmMuvnuxvErtllv.Lm1W
�'�' ����` W.W ASVEm VWY KIOTRAY 1m MOYip]Y[
vsmu Sm ooD WOR/AY'KCgP/1 F41MMIWHR¢ll6
•LEOFL DESCRIPRDIY
W iRF£ �A - IYITALEIF/AlW
•
9¢dIW SEmAfl3� ]:�
MC" AWM4OWR
"
WWlAO1W aMES 10016E➢1S mDOIDN001m D>mf AS
WM 1S
L
cacPER
91.6-r.T
RECORDEDIMP NEPIATTXENE
ORDRPONFlI.TS60BM Rco.
EtPEF {S - iwLlRaoR
RECOROEOImoeA OOKm.PPC£9.OF
V.
® - aYYle6ElH4W¢
AYRS}$19D 91p¢$F q%1E
THE PUBYCRRIM OF6T. WCIE
ELYIEV. - EtEF.
COYNIY. iIARIOt
RW R.WEOFMNV
A6 - ASBL6T
mills
SKDUNI� lK t
an
FT. MERCEDI? ' I
MERIDIAN
MERIDIAN
LAND SURVEYOM
l71EIHOIAHRNERBSU17E201 61
V ERO BEACH, FL.329601960 LB#6905
PHONE: 772.794.1217, FAX 772-7941096
EMAII.:INFOQhIISLB6905.COM
P
REN4M5
!mSFD PM SLm C
REN3D mwx mi
DESC Dom
1
, I
I I
/ 1
I
\
T�
s
Ff�
PLAT OF SURVEY FOR
-
�1
10
® ®
G
N ertF+I
Bud,
GRAPHIC SCALE
,�
IN 1,
1 i=30 ft.
nch
J
'
Ce WTo:
n Pxooa Nors
A
PfF
1111/l
I/ 11 I
,'•1
10
Ms 9/ RAI6 NOT vA Wgar A
MO 9WANRE A4D n2
MD RYAPPERN SELL ?TIE PLMIpA lICQ15GV SLOnEY(R
IY£D BElOK'
MAT CRD . PSN./7SI4
BUILDER'S
HOME
WORK
CELL
DATE ISSOED
PHONE
PHONE
PHONE
/l
/
-PHONE
—
DATE MEASURED
JOB NAME f'� bD.(//�c
-7�
Y/D4-&"S
JOB #
DATE LAY -OUT
'
S/G/-e
JOB ADDRESS
d/G
iL4c__
DATE WANTED
CITY
LOT A
BEAMS
f
SCREEN ROOF MESH
SUBDIVISION
/ 6✓ /
,!•
..'�77
SCREEN WALLS MESHat> Ka V
DECKTYPE
✓-Gl--f
,/
CHAIR RAIL HEIGHT a�•i
READY ❑ YES
Cl NO
FL GLASS ❑ YES ❑ NO
GROUND WIRE LENGTH
FRAME COLOR
F
❑ SUNTEX ❑ PICKET
WHITE BONZE
KICK PLATE SIZE
SPEC. ORDER P.O. #
�V
LABOR RATE
INSTALLED BY
C
ALUM ROOF_ POLY ROOFPANS
COLOR
DATE COMPLETED
Ace
a,-c�
W
�
N
W
a,4 to
mot
ST.
-9 .E
V41
o,
r
rr
IEWED FOR
COINdPS.s 61UGC�
ICIE Coup-� 1''I
BOCC
0
c
2" SPACING WOODMEMBEROR
(MIN)(TYP) CONCRETE
1/4" 0 3" LAG -CHEW INTO
PRIMARY ANGLE AND @ 24" O.C.
BETWEEN COLUMNS (TYP EACH
SIDE)
1/4" O X 2" LAG SCREW INTO 1" X 2" BASE
PRIMARY ANGLE AND @24"D.C• C C EMBER(TYP
BETWEEN COLUMNS(TYP EACH C o EACH SIDE)
SIDE) 0 0
PRIMARY2" X 2"
SECONDARYANGLE X 0.125" ANGLE
(MIN 0.125" THICK) (4) #10 X 3/4" SMS
(4) #SO X 3/4" SMS FASTENING COLUMN
FASTENING SECONDARY TO PRIMARY ANGLE
ANGLE TO COLUMN (TYP (TYP EACH SIDE)
NOTES: EACH SIDE) Column
1. NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE LAG SCREW INTO THE 1X2.
2. LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL LOAD OF 410 LB. AND AN
ALLOWABLE LATERAL LOAD OF 185 I.B. FOR WOOD WITH SPECIFIC GRAVITY, G=0.55.
3. ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO WOOD MEMBERS FOR THE ENTIRE LENGTH
OF THE SCREW.
POST OR SMB WOOD BASE CONNECTION
2.5"x.125"x(GIRT (NOTE: CONNECTION SHALL BE USED FOR TOP& BOTTOM WHEN APPLICABLE)
IDTH + 1/2"x BEAM NOTES:
)EPTH) ALUMINUM 1. OPEN BACK 1"X2"XO.045"PERIMETER MEMBER
BACKING PLATE
SHALL BE ATTACHED TO HOST STRUCTURE W/ 1/4"0 X
_ 2-1/2" CONCRETE ANCHOR FOR CONCRETE CONNECTION OR
1/4"X 2-1/2" LAG SCREW FOR WOOD @ 6" FROM CORNER & @
24" O.C. MAX.
2"X2" OR 2"X3" e e 2. CHAIR RAIL SHALL BE ATTACHED W. 0.062" INTERNAL OR
PURLIN OR GIRT EXTERNAL RECEIVING CHANNEL W/ (1) 1/4"0 X 2-1/2"
CONCRETE ANCHOR FOR CONCRETE CONNECTION OR 1/4"0 X
CHAIR RAIL CONNECTION 2-1/2" LAG SCREW FOR WOOD TO HOST & (2) 1#10 X 3/4"
SMS EA. LEG TO CHAIR RAIL.
1/4"0 CONCRETE SCREW 3'
EDGE DISTANCE W/ 3-
EMBEDMENT 6" FROM
UPRIGHT & W O.C. W/ WO/
PAVERS
272"X3"X125"ANGLE W/(1)3/B-0
CONCRETESCREW 3'EDGE DISTANCE
@ PRIMARY ANGLE W/ 3" EMBEDMENT
INTO CONCRETE FOOTING OR SLAB W/
OR WO/ PAVERS
1/4" O CONCRETE SCREW 3"
EDGE DISTANCE W/ 3"
EMBEDMENT 6' FROM UPRIGHT
& 24' O.0 W/ WO/ PAVERS
s
;.
FRONT VIEW
UPRIGHTTYP. d
® O
275' UPRIGHTS
I 1" 276" UPRIGHTS &
(4) #SO X 1" SMS FOR 2"X2"
THRU 2"XS" UPRIGHTS
f4) #14X V 2"X6" UPRIGHTS
POST OR SMB CONCRETE BASE CONNECTION
(NOTE: CONNECTION SHALL BE USED FOR TOP & BOTTOM WHEN APPLICABLE)
a
HEIGHT
(»erg a
see y
table) ti
0
S
0(12 -oso3
HOSTSTRUCTURE
ODE COMPLNAIV
COLUMN (SEE TABLE
�UCIE /COI N
BELOW
� 4J
/'oV�s
BOCC
CHAIR RAIL
SEE TABLE FOR
THICKNESS
1X2X0.045 PERIMETER
EMBER FOR SCREENINGC
AFE
Aaft
In
(typ ALL SIDES)
9' I'
.f- CENTER -TO -CENTER
OR CENTER -TO -HOST
TYPICAL SCREEN WALL ELEVATION
NUMBER OF PANELS MAY VARY
MAX SPACING OF COLUMNS SHALL BE MAINTAINED
160 mph, Exposure C
Chair Rails / Girts
l'
Girt \Trib Width
1 4'-0' 4'-6'
5'-0"
1 5'-6"
1 6'. 9'
1 6'-6"
1 7'-0"
1 7'-6"
8'-0"
" "xo. low
1 6'-7"
5'-1O'
5'-7"
1 5'-4"
1 5'-2"
1 5'-0'
4'-10"
N-8"
2'x8'xO.045Hollo
8'-9' '-
7'-9"
1 7'-S'
1 7'-1"
1 6'-1G'
6'-7"
1 6'-4"
G-T
2"x4x. 011ow
11'-3" 1 10'-7"
10'-1"
1 9'-7"
1 9'-2"
1 8'-10'
8'-6"
1 8'-3"
7'-11'
Non -Load Bearing Wall Heights (in -fills)
Column Trib Width
4' - 0"
4'-6"
5' - 0"
5' .6"
6' - 0"
6' -6
' - 0"
7' - 6"
1 8' - 0"
8' .6
9' .0
2x4"xO.O5D"Hol1ow
9'-2"
9-9'8'-3'
7'-10"
-6"
7'-2"
6-11"
6'-8"
6'-6"
6'-4"
6'-1"
2 x5'xo.050'Hollow
10'-3"
9'- 9'
9'-2"
8'-9"
8'-4"
8'-0"
7-9"
7'-6"
7-3"
7'-C"
6'-10'
x: "x B
IG-0"
9'-5"
8'-11"
8'-6"
8'-2"
7-10"
T-7"
7- 4'
T-1"
6'-10"
6'- 9,
x" 50" " M
12'-4"
11'-7"
17'-0"
10'-b"
10'-1"
9'-8"
"
9'-0"
8'-8"
8'-5"
8'-3"
xb"x0.050xO.120" B
14'-O"
13'-2"
12'-6"
11'-11"
ll'_5"
19-1
10'-7"
l0'-2"
9'-11"
9'_T'
9'_4"
" - 'SMB
15'-0"
14'-8"
13'-11"
13_3'
12'-8"
12'-2"
11'-9"
11'-4"
11'-0"
19-8"
10'-4"
x8'x0.07T'x 0.224'SMB
15-0'
15'-0'
15-0"
15'-0'
16-0"
15'-0"
15-0"
15'-0"
15-0"
15'-0"
16-0"
2x4"x0.045Snap
11'-I"
0-5"9'
11,,
9'-5"
9'-0"
B'-8"
8'-4'
8'-1"
7'-10"
7'-7"
7'-4"
2 xS x0.055'SnaP
13'-9"
la-O'
12'-4"
11'-9"
ll'_3'
1D'-10"
10'-5"
10'-1,
9'-9"
9'-5"
9'-2"
GENERAL NOTES:
1. THIS ENGINEERING SHALL ONLY BE USED FOR ATTACHMENTS TO 2500 PSI (MIN) CONCRETE
MIN. OR SG=0.55 (SOUTHERN PINE) WOOD MEMBERS. HOST STRUCTURE SHALL BE ON ALL
FOUR SIDES OF SCREEN WALLS. ALL ALUMINUM MEMBERS ARE SECONDARY MEMBERS AS
DEFINED BY SECTION 2002.2.1 OF THE FLORIDA BUILDING CODE 6th EDITION, WITH THE
EXCEPTION OF UPRIGHTS.
2. DESIGN CONFORMS TO FLORIDA BUILDING CODE 6th EDITION.
3. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST)- 160 MPH, EXPOSURE "C" ULTIMATE &
NOMINAL WIND SPEED= 124 MPH,
4. EXPOSURE "B", DESIGN LOAD: WIND: WALL- 49 PSF W/ 0.88 FACTOR FOR 18/14x0.013"
SCREEN MESH &ALLOWABLE STRESS DESIGN CASD) MULTIPLIED BY.06 FACTOR.
5. RISK CATEGORY I IN ACCORDANCE W/ TABLE 1604.5 OF FBC 6th EDITION.
6. ALL STRUCTURAL ALUMINUM SHALL BE 6005- TS OR 6061- T6.
IN ACCORDANCE W/ SECTION 2002.3 OF THE FBC 6th EDITION, STRUCTURAL ALUMINUM
SHALL HAVE A MIN. THICKNESS OF 0.040 INCHES.
7. FOR SMS (SHEET METAL SCREWS), THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE
1/2" & MINIMUM CENTER -TO -EDGE DISTANCE SHALL BE 1/2" UNLESS OTHERWISE NOTED.
SMB (SELF MATING BEAMS) SHALL BE STITCHED W/ @10 X 3/4" SMS @ 24" O.C. (MAX.).
B. DOOR LOCATIONS ARE NOT CRITICAL BUT SHALL BE PLACED BETWEEN OR ADJACENT TO
COLUMNS. DOOR JAMBS SHALL NOT BE SUBSTITUTED FOR COLUMNS.
.�. �N►AX!yd�, ��.
cS N 3
LU
.6 of
PROFESSIOW 103INEER SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
FBC Plans & Engineerh
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhil(s, FL 33542
Ph#(813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
W ebsite-www.fb cplans.com
C.OA. #29054
DATE: 6-14-2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
RO 3
RO 4
POJECTpp/AD/DRESS:
��JJ((
f o'.Px l i'
39a.4�S��e s)�ee Q'1
�� • 1'ie✓c e i �L
CONTRACTOR:
SCREEN BUILDERS INC
8461 McALLISTER WAY
WEST PALM BEACH, FL 33411
staff@screenbuildersinc.com
160 MPH "C" LANAI DETAIL!
DWG 1 OF 1
9
NOT BE
EXPRESSED WRITTEN PERMISSION OF TRAC