HomeMy WebLinkAboutENGINEERINGGENERF L�NOTES
'1.fDESIGN CRITERIA:
ALUMINUM SPECIFICATIONS:
r
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SE17
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1.-FASTNERS ARE REQUIRED TO BE SAE GRADE-2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
1 11
SCANNED
BY
S$ Lucie Cotin¢o,
CONCRETE & FOUNDATION DESIGN:
3. WHERE WOOD DECK IS PRESENT USE 1/4 X3-1/2 GALV. LAG
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
SPECIFIED.
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
APPLICABLE:
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C: AND 6" FROM ENDS
FOLLOWING COMPONENTS:
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
I. PORTLAND CEMENT TYPE 1 - ASTM C 150
24" O.C. AND 6" FROM ENDS.
II. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
III. AIR ENTRAINING +/- 1 % - ASTM C 260
SCREW AT 24" O.C. AND 6" FROM ENDS
IV. WATER REDUCING AGENT - ASTM C 494
D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW"
V. CLEAN POTABLE WATER
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
VI. OTHER ADMIXTURES NOT PERMITTED
MASONRY SPECIFICATIONS:
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
11. WELDED WIRE FABRIC - ASTM A185
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
ON TYPE M OR S MORTAR.
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
2. ALL MORTAR SHALL BE TYPE M OR S.
PERMITTED.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
_IIqS-T-I-T-U-T_E-MANUALOF-STANDARD-P-RAC-T-ICE.P-AR-T-1-2-&-3
4-PROVIDE-C-L-EAN=OUTS FOR -REINFORCED -CELLS -CONTAINING
INCLUDING HOT WHEATHER RECOMMENDATIONS.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
HEIGHT.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
MISCELLANEOUS:
SO Y
S,T. LI-CIE COL�TY T
REVIE«'ED FOR CO11
REVIEWED �BY
D..kTE 5123 l e7
PLANS AND PE1011T: C_'_NO LNSPECTIO''
:Co C) o J
:zLLJ0 1-
cj
'BE KEPT ON JOB • • • • •' O `
33E 15 .02./
IIIIIII
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE. WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
FBC. (CATEGORY 2 ROOM NL )
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
BARRIER. (CATEGORY 2 ROOMS ONLY)
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
PROPOSED CONSTRUCTION A MINIMUM 4" CONCRETE
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
PSI) IS PROVIDED IN SOUND CONDITION, FREE
SLAB I
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
STRUCTURAL NG & OTHER
FROM STRUCTURAL CRACKING,
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
DATI
DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE
THE FIELD.
VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSIGROUT
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
WITH BONDING AGENT.
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
(OR EQUAL) TYP. ALL LOCATIONS.
STRUCTURE.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED.
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/ RESPONSIBILITIES:
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL). 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
NOTED. CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
LEGEND: (ALL MAY NOT APPLY)
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
O = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL OGNUAL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
2 x 2: 2"x2"x0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"4.044"
2 x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"4.044"
1 x 3: 1 "x3"x0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
FASTENERS OR ATTACHM
ARE HE RESPONSIBILITY OF THE
ITRACTOR OF RECORD
Ti'7ESE PLANS AND ALL PROPOSED WORK
ARE SUBJECI TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NEUE 3SARY IN ORDER TO
COMPLY WITH A" MUMMA 000184
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"4.057"0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"4.092"x0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES. .,•... .
'.s
w
00
0
N
N
N
0
w
.Q
0
UV
J
O
00
N
00�
0
m
ZZQ
ELU
-N :D
LL
O
U
0
w�
J10Co
-
0)
W
LL�.L
N
W
z :E
O �
W Q
J N
Q Q
0
2
U
O
o
LL
00
Al,
z
O
U
p
U
OLL
W
W
O
Q
UU
w
J Z W_
Q
J a_
��'
¢
F-
F-
QCV
OU
0
0�.
co
F Yof
w
JtiLL
0
w
U
a
DESIGN DATE:
02/2212018
REVISION 1: DATE
PAGE:
/�
I
REVISION 2: DATE
SCALE: NTS
WALL HEIGHT PER PLA<J--j—^
o0
O
T
0 I \\
m I I
p I I \
0 I I \\
m \\\
I I \
I� 7'-9" —
=
N
X
W
2X5SMB
rn
n
1
;r\
_
.D
r
D
--I
m
2X5SMB
-�
IV
W
W
v
2X5SM B
1'-4"
c`n
m
m
m
CONTRACTOR:
m
5
KRUGER CONSTRUCTION
z
z
o
CORP.
N
�
�
m
Z
m
m
PROJECT ADDRESS:
N
N
0
8
LIDDELL
7802 SAN CARLOS DR,
D
N m
FORT PIERCE FL
co
0
O
c/)
—I
N
.A
O_
2
CD
--I
;Cl
C
n
Gi
C
m
X
X
X
X
X
W
co
W
co
2X3
2X 1X3 16" KP
I- 6-9 5 6-9 §" 6-9 5" 6-9 5" 8'-9 5
8 8 8 8 8 -I
/?�GEN�
No. 60102 "
FLORIDA ENGINEERING LLC
4456 TAM IAM I TRAIL, UNIT B 14 STATE OF
PORT CHARLOTTE, FLORIDA 33980 %;��`' • • .
(941) 391-5980
www.flengineeringlic.com
PROJECT NO. 1805016
C�aig E. Gunderson, P.E. #60102
CA CERT. #30782 DATE: 02/22/2018
SELF -MATING OR
_ 1/8"x2"x2"x3" ANGLE-_.,
NGL SNAP SECTION TYP.
1/8'W"x2" ANGLE
2 - #12 SMS INTO COLUMN 1NT' O.B. BASE PLATE-TYP.
0 0 2-1/4" x 1/4" MASONRY ANCHOR
3/8" x 4" TAPCON 1 '/," MIN. CONC.
ANCHOR EMBEDMENT
MIN 4" SLAB 3000 PSI 2" MIN. INCREASE DISTANCE
CONC. w/FIBERMESH WHEN GREATER THAN 2x4
UPRIGHT IS USED
``......
CONC. FOOTING BELOW--- SIDE VIEW NOTE
WHERE PAVERS ARE PRESENT USE 5116"
TAPCON XL (RED HEAD MFG.) MASONRY
ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING 2-1/4" (MIN.)
BEAM
2 - #12 SMS
INSTALL BF
3/8" x 4" TAPCON 2 @SLAB (BEYOND)
IL
TO CORNE
I // 2-1/4" X 1/4" TAPCON 2 @ 1x3 BASE
NOTE' BR/
/
1 "x3" BASE PLATE ANCHORED
�\ \`` \\ \\` TO CONC w/ 1/4" MASONRY
ANCHOR 6" MAX EACH SIDE
? OF POST AND 24" O.C. MAX
CONC. FOOTING BELOW FRONT VIEW
DETAIL "B" - 2"x4" OR LARGER SELF MATING
UPRIGHT TO DECK DETAILS SCALE: NTS
2x2x3 ANGLE
W/ (3) #14 TEKS
EACH SIDE
2x2x1/8 ANGLE EAVE RAIL TO
POST W/ (6) #14 EA. CLIP �
HAVE 2" TC
FROM COR
DETAIL "D" - ROOF BRACING CONNECTION
DETAIL SCALE: NTS
2x2xl25 ANGLE ii
W/ (4) #14x3/4" TEKS
EACH SIDE
l
II
II
II
II -
'HORIZONTAL OR SLOPED
_ l
II
II
O
O III
BEAM PER PLAN II
O NOTCHED TO RECEIVE II
0 1 COLUMN WITHIN
0
2X2X.125 ANGLE it
W/ (4) #14 TEKS
2x2x.125 ANGLE
W/ (2) #10 SMS INTO COL.
& 3/8' x 2" TAPCON THRU
BASEPLATE INTO CONCRETE
j 1-1/2" (MIN.) EMBEDMENT
I
COLUMN PER PLANS
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE: NTS
FASTEN TOP OF HEADER TO INTERSECTING
2"x3" MEMBER w/(2) #10 SMS w/1"
PENETRATION INTO SCREW BOSS OF
2"x3" MEMBER - TYP. BOTH SIDES
2"4" DOOR JAMB
WHEN Z-BAR IS USED - FASTEN
Z-BAR TO COL/HEADER AT EACH
CORNER AND 18" O/C
ALTERNATE BASE PLATE CONNECTION
ATTACH 2"x3" TO BASE PLATE
(INTERNAL) w/(2) #10x2" SMS
1-1/2"x2x.062 RECEIVER CHANNEL
W/ (4) #124/4" TEKS
EACH SIDE (TYP.)
(4) #10xl1/2" SMS INTO
SCREW BOSSES e
)GE MEMBER
PURLIN PURLIN
MEMBER
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10414"
INTO GIRT OR PURLIN & (4) #143/4"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: NTS
2x2xl25 ANGLE
W/ (4) #14x3/4" TEKS
EACH SIDE
:;
1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF
COLUMN 11/2" PENETRATION INTO UNDERLYING FOOTING
DETAIL "F" - DOOR JAMB & HEADER
2"x2"x.063" - DIM. TO MATCH PURLIN
SIZE RECEIVING CHANNEL
(1INTERNAL RAIL (2) #12EACH SIDE INT
EAVE RAIL - 3x2
lx3 OPEN B/
EXTRUSION
2x2xl/8 ANGLE EAVE RAIL
POST W/ (6) #14 EA. CLIP
DETAIL "G" - SLOPED PURLIN
CONNECTION SCALE: NTS
LL
_= co 0
z
Lu �
0 O. J
IW- : a
0
.•l 1`
r
I I
I I I I I 10`\\
J co
� 0-)co
0 ~ coZ_zo
0
n/ U
N [)�_ U
o
J O oo �
W -
W < LLLn•�
W N
(D~ F-' M
S
Z 00 c:
W 0') �1=-
Q =
0 5
F_
O
L.L.. a.
N
00
I-
C)
H
K
W
U
U
O
Lo
O
00
T_
O
z
V
W
O
z
O'
I--
U
0
p
D
W
-iJ
LL
O
QU
U 0�
w
J z -
Wa
o
WWa
a
I-_
0N�
00
YOU
W
JELL
DESIGN DATE: 02/22/2018
REVISION 1: DATE
PAGE:
REVISION 2: DATE
SCALE: NTS
FOR BEAMS ABOVE 2x8 INSTALL
GUTTER BRACE AT MIDPOINT
BETWEEN BEAMS & INCLUDE 2"
GUTTER BRACE AT EACH BEAM
LOCATION
BEAM ° '--(2) #14x2" WOOD
° (2) #12 SMS SCREW 18" O.C.
o
CLOSE BOTTOM OF
BEAM WHEN TRIMMED
.044 RECEIVING CHANNEL,
FASTEN w/(2) #12 SMS
EACH SIDE OF BEAM
2x2x4x1/8" ANGLE
EA. SIDE OF BEAM
w/(4) #14 TEKS
EACH LEG EACH SI
CORNER POST
00
2x2x4 ANGLE W/ (4) #14 TEKS
® O
O
SIDE VIEW
TOP VIEW
DETAIL"H"
SCALE: NTS
FASTEN GUTTER TO
FASCIA w/ #14x2"
WOOD SCREW 18" O.C.
(2) #12 SMS
(2)#14x2"
WOODSCREW
EXISTING WOOD FASCIA
STRUCTURAL
GUTTER
5052-H32 GUSSET
SCREW UUANI I Y
NOTE F
INSTALL FASTENERS ALONG PERIMETER OF GUSSET
2X6 AND LESS THAN 3 ROWS OF (4) #14
-BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS
FOR 2X7 AND GREATER 4 ROWS OF(4) #14
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-1
*NOTE: FOR SPANS OVER 33' ADD ANOTHER ROW
FASTENER PATTERN MAY APPEAR DIFFERENT
FROM ILLUSTRATION.
MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS.
MAINTAIN 3/8' MIN, FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP
FASTENERS MAY BE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT.
FASTENERS MAY BE STAGGERED TO INSURE
PROPER QUANTITY PER TABLE B-1
DETAIL "K" GUSSET CONNECTION
SCALE: NTS
(2) #12 TEKS (TYP.)
EA MEMBER (FOR
SPANS OVER 32'
USE #14 TEKS)
EAVE RAIL
1" x 3" O.B.
PATIO SECTION
2x3x0.05
7 CE (TYP.)
K-BRACE
6063-T6 ALLOY PLATE
LATERAL "IV' -BRACING BRACE
SIDE) OR STRONGER 2 x 3 x 0.050
BRACE (TYP.)
CONNECTION DETAILS K-BRACE
2 x 3 x 0.050 CHAIR RAIL C
(2) #14 WOOD SCREWS ` ; O \ ,
(2) #12 SMS INTO FASCIA - ------
O O
2x2xl/8" ANGLE w/(2) GIRT K-BRACEO-----------
#12 SMS EA LEG
o I 2x3x0.050
p (2) #12 TEKS (TYP.)
SMB ° I BRACE (TYP.) EA MEMBER (FOR
SPANS OVER 32'
USE #,14-TEKS)
0 o jj GIRT
o LATERAL "IV' -BRACING
CONNECTION DETAILS
1/8"x2"x4" STRAP
(2) #12 SMS INTO BEAM SIDE VIEW STRUCTURAL GUTTER
(2) #12 SMS INTO GUTTER
.050" GUTTER STIFFNER
FASTEN TO FASIA w(2)
/ #12x2" WOOD SCREW
/ #12 SMSSTEN T ER w(2)
2x2xl/8" ANGLE w/(2)
#12 SMS EA LEG \
GIRT (2) GUTTER BRACES
FASCIA EACH w/(2) #12 SMS
INTO GUTTER & (2) #14
WOOD SCREWS INTO FASCIA
(2) #12 SMS
SMB
0 0
1/8"x2"x4" STRAP
(2) #12 SMS INTO BEAM GIRT
(2) #12 SMS INTO GUTTER STRUCTURAL GUTTER
'ALTERNATELY USE 2x2xl/8 ANGLE
TOP VIEW
DETAIL "L" CORNER CONNECTION
SCALE: NTS
\\\\I\IIIIIIIII
��\
IN
o
!U CV
— 0) o
r-
LL Q
O J
W
li
oo
.�
: z
_�V CEO
Lu
F_ 0;Z_
�
uL0i
N
z
co
To:
N
��i
. • O�V ���
LLI
Ed
0
U d- O
J 00
N
00
o
m 0')
co
rJn H c
V
Z Q E
Z O
U
O U
—
J_ 000—
WQL.LLoc
LLI
F-M�
COLUMN
wQ°��
y_
2
U
0
LL (o
CO
O
GIRT RAIL)
L Q
J
O
(CHAIR
0
a
c:)
00
z
O
WHEN BEAM & PURLIN
T
HIT ON CORNER -
C)
Il
FASTEN OUTSIDE OF
BEAM & PURLIN
w/ 1/8"x2'SQ" ANGLE
Q'
& (4) #12 SMS EACH LEG
I—
0
Q
U
w J Z W_
Q
J d
FASTEN INSIDE CORNER
TO PURLIN)
O 0 D_
H 0�
O W F-
Q Icl N
(BEAM
O
w/ 1/8"x2"x2" ANGLE
O
U Q CD O
w/(2) #12 SMS
INTO EA MEMBER
9 Y U
Lu J P_ ILL
(BEAM & PURLIN)
Z
n
0
DESIGN DATE: 02/22/2018
DETAIL "M" BEAM & PURLIN TO GUTTER REVISION 1: DATE
CONNECTION SCALE: NTS PAGE
REVISION 2: DATE /�
SCALE: NTS L�,
LOT11.
BLOOY19'
ocafim
FAD 1 "IP FAD I"IP`
NOID NOID
90,00' loD&ua 90,00'
_ S RT36''29" E :oD&VE
OHP OHP — 0 ; — HP — OHP — OHP — OHP OHP N HP — OHP
o
to
M
AMD
16.1T'
N 26.70'
0
FND I'k.
NO ID
LOTS. 1�2
LOT 10'
BLO"19 BLOCSI9`
OCCUFM AC 1=my C89F
6.50'
6WOOD F"tw g
1 C 5] 22.75'
849.93'
S 89036'29" E
885.06"
S 8903629" E
CERTIFIED TO:
DEN 15E L. LI DDELL
FAD 1 "IP
NOID
0
0
to
co
S 89036'29" E.
'JQe IJB'
— OHP — OHP 0HP
L6
cM
36.07' 11.
T=DAN ,•-
rooz N
6
12,01'
23.83=
Boundary Survey For:;
i Denise L. Liddell,
FND 518-M
NO ID
10D& ar 180.00,
10D& S 89036'29" E.
1HP — OHP — OHP — OHP — OHP — OHP
MIN. SETBACK
FRONT
SIDES
o CNR SIDES.
REAR
LO
ZNG.
TECH. S N
a
a 6WOODPNIVGB
nn n_A, e
in
o (31.
N `
GbNCBjrIB N
Diva 90.001
S 89036'29" E
<j
DSAINAQB..
PD•B
S 89036'29" E
—QL SAN £ARLO-5--GIRb4
7O' R/W 90,00' 20' ASPHALT
r ; ,
f
LOT11
BLOCSI9.
occvP1
STREET ADDRESS:
7802 SAN CARLOS DRIVE, FORT PIERCE, FL 34951
LEGAL DESCRIPTION:
LOT 10, BLOCK 19, LAKEWOOD PARK UNIT NO. THREE,
ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT
FNDI'IPBOOK 10. PAGE 63 AND 64, OF THE PUBLIC RECORDS
NO ID OF ST. LUCIE COUNTY, FLORIDA:.
X
---I
LEGEND * A B B RE V I AT I O N S.
GRAPHIC SCALE IN FEET
— OHP —
OHP A C AIR CONDITIONER
8 K BLOCK'
OCC:
OCCUPIED
BSLBUILDING SETBACK LINE'
OHP
OVERHEAD UTILITIES
CBS. CONCRETE BLOCK STRUCTURE
ORB
OFFICIAL RECORDS BOOK
CONC. CONCRETE:
pg
PLAT BOOK'
CM CONCRETE MONUMENT
PCP
PERMANENT CONTROL POINT
CA CENTERLINE'
PG:
PAGE
RE
D&UE DRAINAGE & UTILITY EASMENT
POB
POINT OF BEGINNING
ELEC.. ELECTRIC
POC
POINT OF COMMENCEMENT
ELEV ELEVATION
PSM;
PROFESSIONAL SURVEYOR & MAPPER
FFE FINISH FLOOR ELEVATION
IP
IRON PIPE
FND FOUND
IR
IRON ROD;
It CALCULATED FROM FIELD MEASUREMENTS IRC•
IRON ROD & CAP`
P PLAT DATA
- LB
LICENSED BUSINESS
M MEASURED DATA
LS
LICENSED. SURVEYOR;
ID' IDENTIFICATION NUMBER
�-�
R/W
RIGHT OF WAY
FOW_
LOW,LINE;
ELEVATION
TDB.
TOP OF BANK;
1:d (TYPICAL)
TYp
TYPICAL
WATER METER
UE
UTILITY EASEMENT
SEWER MANHOLE'
VAACt,
VACANT
UTILITY POLE
®, WELL
E
ELECTRIC SERVICE BOX,
NAVD NORTH AMERICAN VERTICAL DATUM
TQ
pa
TELEPHONE SERVICE BOX
GENERAL NOTES:
WATER VALVE
1. THE BEARINGS SHOWN HEREON
ARE REFERENCED TO THE CENTERLINE OF SAN CARLOS
DRIVE, HAVING A BEARING OF S8916'29"W, ACCORDING TO THE
PLAT OF LAKEWOOD PARK, UNIT
NO., THREE, AS RECORDED IN PLAT BOOK 10, PAGES 63 AND 64,
PUBLIC. RECORDS, SAINT LUCIE
COUNTY, FLORIDA.
0 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN, HEREON.
3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY.
FNDSWA? 4. FLOOD NOTE:, BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X'", ACCORDING TO
90.00, NO ID THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE
FEBRUA.RY 16, 2012. THE, EXACT DESIGNATION CAN ONLY BE DETERMINED BY AND ELEVATION
FNDI"IP` S 89036'29" E CERTIFICATE.
AOID' 5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
o SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER,
r`ni 6. 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.
334.97' 1. THE LAST DATE OF FIELD WORK WAS MAY 01, 2018.
S 89036'29" E 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR
PARTIES.•
9. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED. UPON NORTH AMERICAN VERTICAL
DATUM OF 1988. DISTANCES ARE IN US STANDARD FEET AND DECIMALS THEREOF:
.
CO COPYRIGHT ARNOLD SURVEYING, INC 2018
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 THESE DRAWINGS OR ANY
OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERMISSION FROM
ARNOLD SURVEYING, INC. 15 STRICTLY PROHIBITED, THIS DRAWING OR
DOCUMENT IS PROTECTED BY FEDERAL COPYRIGHT LAWS.
JOB N0. 18-110
DESC: LWP UT 3
DATE: 5 2 18
SCALE: 1 "=30'
DRAWN BY: CA
Arnold Surveying, I11Ci.
PROFESSIONAL SURVEYORS AND MAPPERS
AN
FLORIDA LICENSED BUSINESS NUMBER 7903
4888 N.,KINGS HWY #425, FORT PIERCE, FLORIDA 34951
24 VERDE VISTA, FORT PIERCE, FLORIDA 34051!
PHONE: (772) 460-8211 SURVEYOASI-SURVEY.COM
Chafles F�aI�Cb l 1 DA E SIGNED
Professihal Surveyor & Mapper
FLORIDA 6 L(GEN$E Nnn. 4971
;T