HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE US O Y:
Date I-) 11.
Fee Due:
Receipt#
Permit #
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
St. Lucie County Building and Zoning
2300 Virginia Avenue SCANNED
Ft. Pierce, FL 34982-5652 By
772-462-1553 St,'Ucig COun y
APPLICATION FOR ALUMINUM STRUCTURES PERMIT
PROJECT INFORMATION
1.
LOCATION/SITE ADDRESS: I n
2.
S/D NAME: I d Q11 SITE PLAN NAME:
3.
PROPERTY TAX ID #: I [a - '�X` co i (� - " �)_`
4.
n
LEGAL DESCRIPTION (attach extra sheets if necessary): Ho) irk aij 1/� o e5
n I
-1/n - /" hOM I -A
Lot I3I ryh an i3A3 0 t6k 33& - lya7�
5.
PLAT 6. PAGE 7. BLOCK
8. LOT
BOOK 2-- NO. NO.
NO. l 9 i
9.
PARCEL SIZE: ACRES/SQ FT. 3 y LOT DIMENSIONS
10.
SETBACKS (ACTUAL) FRONT: BACK: $ I �q RIGHT SIDE: ?—i�
LEFT SIDE: -1 Q_
11.
TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE)
TYPE OF CONSTRUCTION
N=New
A= Addition
R = Rebuild
SG = Slab on Grade
SR = Raised Slab
WD = Wood Deck
DIMENSIONS
SQUARE FEET OF
CONSTRUCTION
SCREEN ROOM
❑ NEW C�" EXISTING]
X
❑ CARPORT/PATIO ROOF
❑ NEW ❑ EXISTING
X
❑ HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
❑ SUNROOM
❑ NEW ❑ EXISTING
X
❑ SHED
❑ NEW ❑ EXISTING
X
❑ POOL ENCLOSURE
❑ NEW ❑ EXISTING
X
❑ M H ROOF OVER
❑ NEW ❑ EXISTING7
X
❑ POOL FENCE
Linear feet
❑ ROOF SYSTEM OVER
EXISTING ACCESSORY STRUCTURE
❑ NEW ❑ EXISTING
X
❑ OTHER:
❑ NEW ❑ EXISTING
X
TOTAL SQUARE FOOTAGE OF CONSTRUCTION
12. VALUE OF CONSTRUCTION: $ OX 100--`
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to
question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with
similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted
PRIOR TO FIRST INSPECTION.
SLCCDV Form No.: 001-02 Rev. 2119107 cl
"CERTIFICATION:
This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a
certificate of capacity, if applicable, for the permitted work.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO
ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO
DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE
PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A
CONDITION PRECEDENT TO THIS PERMIT
1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify
that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind
zones established by the county and take full responsibility for complying with the submitted design of the structure being
permitted.
2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the
issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and
zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not
otherwise included with this building permit application.
3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of
Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not
exceed the footprint of the structure that was in existence prior to removal by the storms.
.;; 51,,_ , , �" di - - L�
NER/CONTRACTO SIGNATURE CONTRACTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF � , � a D
STATE STATE OF FLORIDA
ll
COUNTY OF U a
The foregoing instrument w acknowledged
before me this a day of , 20 Z, by
The foregoing instrument wa acknowledged
before me this 2—day o, 20LZby
—who ' ersona y
Imown me or who has
GJ ,��� a 7i vv �, , who i erson
produced
lrnown to me or who has produced
as_ identification.
as identification.
A�o &6717M
"1
Signature of Notary
SPRY P4@�� ROBIN A. ADAMS
Signature of Notary
MY COMMISSION N EE 101684
* EXPIRES: June 9, 2015
,Par P
� .•••:�, ROBIN aaDaMs
(SEAL) sqT �•�� Bonded Thru Budges NotaiY services
F0f`
(SEAL) * MY COMMISSION i EE 101684
s, A EXPIRES: June 9, 2015
''1 a n Bated Thu Budget Notary Services
IMPORTANT NOTICES:
• TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS
BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS
APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION.
• ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL. COPIES, FAXES, OR STAMPED
REPRODUCTIONS ARE PROHIBITED.
• WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER
NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN
ADDITIONAL FEE WILL BE CHARGED.
Z It
OWNER (INFORMATION
NAME: "C-11d Q�� cPmn Syokbdo
�Lf``
ADDRESS: 5( 0 4 J VlU�1 a� I a l o n e-,
,ram,
roy—f FeYtE? STATE: R_ ZIP 51
CITY: f '3
i
PHONE (DAYTRAE): (& g 1 j ' `"r )q� I email:
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
THE OWNER LISTED ABOVE:
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTDVIE): ( )
CONTRACTOR INFORMATION
% 1
^�
STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #: I
BUSINESS NAME: C 0 0
p-J
QUALIFIER'S NAME: �rne
1nw:\\�ay►�
q 40
ADDRESS: Ir
CITY: T-' . �1' e �e e STATE: L ZIP
PHONE (DAYTRAE): (� 7Z) �� �U Z YS' FAX NO. '�C K — 0 Z r % email:
ARCHITECT/ENGINEER:
ADDRESS:
CITY: STATE: ZIP
PHONE (DAYTIME): ( )
NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR
ROOFING, ELECTRIC, PLUMBING, AND HVAC
ZONING REQUIREMENTS
All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks
including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan.
❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for
inspection verification. ( not required for construction unrelated to storms)
OFFICE iISE ONL
ZONING
SECTION
TOWNSHIP
RANGE
MAP NO.
Additional
Yes
ZONING
LAND USE
/1 (
LOT CVG %
Permits
REPORT
(�
CODE
vJ
BRAS FEE
MISC FEES
TOTAL FEES
BUILDING & ZONING REVIEW
REVIEWS
ZONING
ZONING
PLANS
MISC.
VEGETATION
VALUE OF CONSTRUCTION
REVIEWED BY
EXAMINER
USING ICC TABLE
DATE
COMPLETE
INITIALS
%I
PLAN REVIEW SPECIFICATION CHECKLIST
PLEASE PROVIDE ONE OF THE FOLLOWING:
❑ 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license.
❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide To Aluminum Construction in High Wind Areas.
(1) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT
APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF
A SUBMISSION.
• All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x 11" or larger.
• All relevant tables & details, if using the AAF Guide, must be properly highlighted and must match design checklists &
drawings.
• The plan view must include all dimensions; the location of the host structure and all materials must be sized and
identified thereon.
• All elevations must be shown, including 4`s wall detail, dimensions and all material must be sized and identified.
• AlI primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"].
• All methods of fastening or other details which are relevant to the design must be identified on the Plans.
• All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"].
• All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must
be sized and identified.
• All ridge beams and super gutter or fascia attachments must be identified.
• All roof pans or composite panels, with gauges and spans, must be sized and identified.
• All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications.
• All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2004, Chapter
20, including 2006 revisions.
• Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self -
catching gates with picket spacing.
(II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE
REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS:
(A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding
component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified.
(B) 2 electric schematics, in accordance with the N.E.C., if applicable.
(C) Design pressures, per Table R 301.2 (2), identified on the openings of all Plans.
(III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA
SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE.
(IV) SUNROOMS (as defined in R202 or FBC1202.1) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE
ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE
FOLLOWING ADDITIONAL ITEMS:
(1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition.
(2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy
calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of
Florida Building Code.
(V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS
(Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE:
(a) A 4`s wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial
number and current owner's name and street address.
(b) That the complete guide to H.U.D. specifications be strictly adhered to.
(c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall
assume full responsibility for both structures' integrity by site specific documentation.
2
m
hp,%Od rA.IrOa-C"
0 L5
SIZE VARIES
n
C6 C8
POST SPACING
C.
3 3
REFER TO TABLE'304
m
0
D
-
c
(D
3
T-
w'„
w
c
1" X 2" VERTICAL®
POST/COLUMN
w
3
PERIMETER (TYPICAL)
1" X 2" OB PERIMETER
SELECT PER TABLE 304
cn
BY WIND ZONE c
� a
O
l
C4 C5
CHAIR RAIL (GIRT)
_ a-
m
m
cnn
3 3
DESIGNED USING TABLE
: ";
_ a
303 BY WIND ZONE
W Q�
m
~
ICKPLATE RAIL (GIRT)
J
Q oo
G
r
DESIGNED USING TABLE
a
r
303 BY WIND ZONE
cn
m
cl)
cn
w
V)
90
OPTIONAL KICKFILATE / HEIGHT VA •I
zrs OPTIONAL KI
E / F(EIGHT `1-ARIES
a
..
D
O
! A INOIf I li)hl . �!I' I `t1N r
m
cnCn
C3
� r
C7
C3
3
3
3
cc
CD
w
w
SCREEN WALL ELEVATION
(WITHOUT GUARDRAIL NOT SUPPORTING ROOF)
Chapter 3 - oCREENED WALLS & BALCONIES
In
V)
w
U
z
w
2"
NOTE #1: USE ''/a"O X 3" LONG LAGS INTO WOOD
HOST AND '/"0 X 214" LONG CONCRETE SCREWS
INTO CONCRETE OR MASONRY CONSTRUCTION (1"
EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND
WITHIN 4" OF EACH PERPENDICULAR MEMBER
'—HOST STRUCTURE ELEMENTS
1"X2" OB ®PERIMETER
FASTEN PER NOTE-#1
FASTEN POST END PER DETAIL C1 OR
C2 ACCORDING TO LOAD CONDITION
SPECIFIED IN POST TABLE (304)
ADDITIONAL GIRTS SHALL BE ADDED
) MAINTAIN A MAXIMUM VERTICAL
'ACING FOR HORIZONTALS OF 84"
POSTS SIZED PER TABLE 304
BY WIND ZONE
AIR RAIL (GIRT) — SELECT BY WIND
NE FROM TABLE 303
POSTS SIZED PER TABLE 304
BY WIND ZONE
KICKPLATE RAIL (GIRT) — SELECT BY
WIND ZONE FROM TABLE 303
SOLID KICKPLATE (OPTIONAL)
FASTEN POST END PER DETAIL C1 OR
C2 ACCORDING TO LOAD CONDITION
SPECIFIED IN POST TABLE (304)
1X2 OB SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN
TO FLOOR OR FOUNDATION W/ 1 /4"0 FASTENERS 2"
N C C EMBEDMENT ® 24" O.C. (REFER TO NOTE #1)
FOUNDATION OR BALCONY
TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF)
AAF Guide to Aluminum Construction in High Wind Areas
Page 3 - 4
Chapter 3 - SCREENED WALLS & BALCONIES
X 2 OB ® PERIMETER
REFER TO NOTE #1 - THIS SHEET
w I
1" X 1" GUARDRAIL PICKETS
� I
D
XL
L0 Z I 1" X 1" X 1/16" ANGLES 2" LONG WITH
w 2-#8 X 1/2' LONG S.I.S. AT EACH LEG
w TYPICAL EACH SIDE, 7011 & BOTTOM)
OJ
2w
v ° d
HOST. STRUCTURE a °d ° NOTE #1: USE 14"0 X 3" LONG LAGS
EL.EMENTSv INTO WOOD HOST AND 34"0 X 234"
LONG CONCRETE SCREWS INTO,
CONCRETE OR MASONRY
d v ° ° CONSTRUCTION (1" EMBEDMENT
v d TYPICAL)/ SPACING 24" O.C. AND
a A WITHIN J" OF EACH PERPENDICULAR
CONNECTION WITH EXPOSED FASTENERS MEMBER
{{--- 1 X 2 OB ® PERIMETER
-71'---- REFER TO NOTE #1 - THIS SHEET
LJ 2- # 10 S.M.S. FROM INSIDE FACE OF 1
�- X 2 08 INTO SCREW SPLINES OF 1 X 2
OB (1" EMBEDMENT MINIMUM.)
0 t
_D
Cif Ln 1" X 1" GUARDRAIL PICKETS
w REFER TO NOTE #1 - THIS SHEET
O 1" X 1" GUARDRAIL PICKETS
s :i J FASTENED TOP AND BOTTOM W/ 2
EACH #10 S.M.S. 1" EMBEDMENT
v ° d
HOST STRUCTURE ° a °d °
ELEMENTS a NOTE #2: IN SCREEN WALLS WITHOUT
° v GUARDRAILS, PICKETS NOT PRESENT.
° ALL OTHER ATTRIBUTES OF DETAILS
APPLY.
d .
d
° Q
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS C3
AAF Guide to Aluminum Construction in High Wind Areas Page 3 - 6
Chapter 3 - SCREENED WALLS & BALCONIES
2X3 COLUMN SHOWN SIZE COLUMN
PER TABLE 302 OR 304
2"X2"X1 /8" ANGLE EACH SIDE -
3/8" DIA CONCRETE ANCHOR
W/2" EMBEDMENT (MIN.) (TYPICAL)
SCREEN (OR
KICKPLATE)
2 EACH #14 SMS EACH SIDE
(1" O.C. MIN.)
2" MINIMUM
COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 1
LOAD CONDITION #1 (NON -EMBOLDENED TABLE ENTRIES)
2X4 COLUMN SHOWN (MINIMUM
SIZE COLUMN FOR LOAD CONDITION
#2) PER TABLE 302 OR 304
FASTEN POST TO CONCRETE WITH 2" X
2" X 1 /8" THICK ANGLE BY 2" LONG W/
2 EACH #12 SMS INTO POST AND 1 /4"0
CONCRETE ANCHOR.W/2" EMBEDMENT
(MIN.)(TYPICAL EACH SIDE OF POST) 0 0 0 0
N
r- SCREEN
FASTEN SOLE TO POST USING 2 EACH
#10 SMS FROM SOLE INTO INTERNAL
SCREW SPLINES OF POST (OR, FROM
POST INTO SOLE PLATE); OR, WITH 1" X
1" X 1/16" ANGLE 2" LONG AND 2
EACH #8 SMS INTO EACH MEMBER
2" MINIMUM
COLUMN / FOUNDATION FASTENING FOR LOAD CoNnITInN 9
LOAD CONDITION #2 (EMBOLDENED TABLE ENTRIES)
NOTES:
1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION.
2) COLUMN SIZE TO BE DETERMINED BY TABLE 302 WHEN POSTS MUST SUPPORT GUARDRAIL
AND TABLE 304 WHEN SUPPORTING SCREEN ONLY COLUMN TABLES
AAF Guide to Aluminum Construction in High Wind Areas Page 3 - 5
Chapter 3 - SCREENED WALLS & BALCONIES
n
X
2" X 2" X 1/8" ANGLE EACH 'SIDE
W/ 2 EACH #14 S.M.S.
SELECT COLUMN AND POST END
FASTENING CONDITION PER TABLE
302 / 304 BY WIND ZONE
NOTE #11 TYPICAL PERIMETER 1X2
FASTENING TO HOST — USE %"0 X 3"
LONG LAGS INTO WOOD HOST AND X"O X
2%" LONG CONCRETE SCREWS INTO
CONCRETE OR MASONRY CONSTRUCTION
(1" EMBEDMENT TYPICAL)/ SPACING 24"
O.C. AND WITHIN 8" OF EACH SIDE OF
EACH POST
(PARTIAL ELEVATION @ SCREEN FACE) 3 w
NOTE: IN SCREEN WALLS WITHOUT
GUARDRAILS, PICKETS NOT PRESENT. ALL
OTHER ATTRIBUTES OF DETAILS APPLY
GUARDRAIL
PICKETS r
SELECT COLUMN AND POST EfA6`,.
FASTENING ,CONDITION PER TABLE,; 2" X 2" X 1/8"I IA GLE EACH SIDE
303 ;/ 304 BY NAND Z INE W/ 2 EACH #`44 JS M.S.
II I� II
SCREEN
/8"0 CONCRETt~ IA �CHOIR W/2" MIN.
,i "I' I MBEDMENT IF AD CONDITION 1)
2 EACH 10 SMS X 1-1/� d i
LONINTO SOLE PLAG I 1X2CB S LE PLATE
_ � 1
° Q a 2500 aPSI` 4
CONCRETE a
` - 1/4" DPA. X 2-1/4",LONG APPROVED CONCRETE 8 Q6 d <6
A4CHORS'® 24.46.C. AND WITHIN 9" OF
Y CONNECTING`MEMBERS (1".-EMBEDMENT-TYPICA!_) y
a G 13
a
POST TO FOUNDATION FASTENING 67
AAF Guide to Aluminum Construction in High Wind Areas Page 3 -10
U
Chapter 3 -SCREENED WALLS & BALCONIES
7
ALLOWABLE SPANS for Secondary Members In Screen Walls
(WITHOUT GUARDRAIL)
(Girls in Screen Walls) FOR 100 MPH Wind Zone Table 303a
(MaYim1Im \/artir-n1 Cn—i— 7 a , ,. % ..-I
Load Width / S acin
Extrusion
4'-0"
4'-6"
5'-0"
5'-6"
116-0"
6'-6"
7'-0"
2X2X045 Hollow
9'-3"
8'-8"
--1
8'-3"
T-10"
T-6"
T-3"
6'-11"
2X3X045 Hollow
117-4"
OK-8-"
10--1"
9'-8"
9'-3"
8'-1111
8'-7"
2X4X0.045
FT37-10"
13'-1"
12'-5"
11'-10"
11'-4"
10'-10"
10'-6"
(Girts in Screen Walls) FOR 110 MPH Wind Zone Table 303b
(Ma)imum Varfical Sn=ninn 7 ft n � 1 1 1_1+ 1 _ _ .1. /--
- -
Load Width / S acin
Extrusion
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6-6"
T-0"
2X2X045 Hollow
8'-7"6'-9"
6-6"
2X3X045 Hollow
11'-3"
10'-7"
10'-0"
9'-T'
9'-2"
8'-10"
8'-6"
E. ZX4X0.045 Hollow
14'-4"
13'-6"
12'-10"
12'-3"
11'-8"
11'-3"
10'-10"
(Girts in Screen Walls) FOR 120 MPH Wind Zone Table 303c
(Maximum Vertical Snarinn 7 ft n r 1 1 1-4 1 --A _, A 1,.-I-�,
- - - IVJIJ Il
Load Width / S acin
Extrusion
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
T-0"
2X2X045 Hollow
7'-8"
7'-2"
6'-10"
6'-6"
6'-3"
5'-11"
5'-9"
2X3X045 Hollow
9'1"
8'-6"
8'-1"
T-10"
T-6"
2X4X0.045 Hollow
12'-8"
11'-11"
11'-4"
10-10"
10'-4"
(Urts in Screen Walls) FOR 130 MPH Wind Zone Table 303d
(Maximum Vartiral Cnarinn 7 ft n % 1 1_:a 1 _ IL_
Load Width / S acin
Extrusion
4'-01'
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7-0"
2X2X045 Hollow
7'-2"
6'-9"
6'-5"
6-1"
5'-10"
5'-7"
5'-5"
2X3X045 Hollow
-4
9'"
8'-9"
8'-4"
T-11"
T-7"
TT-4"
T-0"
2X4X0.045 Hollow
11'-10"
11'-2"
10'-7"
10'-1"
9'-8"
' 9'-4"
8'-11"
(Girts in Screen Walls)
FOR 140 MPH Wind Zone Table AMU
Mamum Vertical Spacing 7 ft o c) Unit Load = 18 Ibs/salt
Load W idkt+
Extrusion
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
T-0"
2X2X045 Hollow
6'-9"
6'-4"5'-3"
5'-1"
2X IX045 Hollow
8'-9"
b'-s"
7'-10"
7'-6"
7'-2"
6'-11"
6-8"
2X4X0.045 Hollow
11'-2"
10'-7"
10'-0"
9'-7"
9'-2"
8'-9"
8'-6"
(Girts in Screen Walls) FOR 150 MPH Wind Zone Table 303f
(Maximum Vartinn1 Rnnninn 7 fF n \ 11
IUJ/J n
Load Width / S acin
Extrusion
4'-011
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"1
T-0"
X2X045
2Hollow
6'-3"
5'-10"
5'-7"
5'-4"
5'-1"
4'-11"
4'-8"
2X3X045 Hollow
8'-1"
T-8"
T-3"
6-11"
6'-8"
6'-4"
6'-2"
2X4X0.045 Hollow
10'-4"
9'-9"
9'-3"
8'-10"
8'-6"
8'-2"
T-10"
LAp%da U I C o - rlunud nUuamg toae I axle 2002.4
Note: Tables apply only to Elevations 0 to 30 Feet Above Grade
AAF Guide to Aluminum Construction in High Wind Areas Page 3 -15
Chapter 3 - SCREENED WALLS & BALCONIES
ALLOWABLE SPANS for POSTS in SCREEN WALLS Not Supporting Roofs or Guardrails
Table 304d
(Maximum Girt Spacing = 7 ft
o.c.)
FOR 130 MPH Wind Zone
Unit Load = Design Pressure = 16 Ib_s_/sgft
Exposure_ B
Post S acin / Load Width
Extrusion
2X2X.045" Hollow
4'-0"
5'-10"
4'-6"
5'-0" 5'-6"
6 -0"
6 -6 �,
7 -0 "
7 -6 „
8 -0 „
2X2X045" Self-Matn Snap6'-T'
5'-6"
6'-3"
5'-3"
5'-11" 5-7"
4'-9"
4'-T'
-5
4-5 "
4-3"
4-1"
3X2X045 Hollow *
6'-9"
6'-5"
6-1" 5-9'
5-5"
S-6"
5-
5-4"
4 "
4=10"
4-8"
2X3X045" Hollow
7-7"
7-2"
6-9" 6-6"
6-2"
5-11"
5:1"
5-9"j7-9'
4-11"
7"
4-9"
5-4'
2X3X045"Self-Malin Sna
8-8"
8-2"
7=9" 7-5"
7-1"
6-9"
6-6"4"
6-1"
2X4X050" Hollow
2X4X045" Self-M3tin Sna
9-8"
9-2"
8-8" 8:3"
7-11"
7-7"
7-4"1"
6-10"
2X4 Self-Matn Beam
10-7"
12:0"
10=0"
11:4"
9-6" 9-1"
10 :9"
8-8"
8=4"
8-0"
7:6"
2X5Self-Malin Beam
144"
13-7"
10:3"
12-10" 12-3"
9 .10"
111-9"
9 -5"
11-3"
9 -1 "
101-10"
8 =9"
8 =6"
2X6 Self -Mating Beam
17-2"
16'-2"
1 151-4" 14=8"
14:0"
13-6"
12:11"
101-6"
12:7"
10-2"
12.2"
ALLOWABLE SPANS for POSTS in SCREEN WALLS Not Supporting
(Maximum Girt Spacing = 7 ft
o.c.)
Roofs
or Guardrails
Table 304e
FOR 140 MPH Wind
Zone
Unit Load = Design Pressure = 18 Ibs/sgft
Exposure B
Post S acin /Load Width
_
- - -
Extrusion
2X2X.045" Hollow
4'-0"
4'-6"
5'-0" 5'-6"
6'-0"
6'-6"
T-0"
7'-6"
8'-0"
2X2X045"Self-Malin Snap
5'-6"
6'-3"
5'-2"
S-10"
4'-11" 4'-8"
5-7" 5-4"
4-6"
4:4"
4-2"
4-0'
3-11 "
3X2X045 Hollow *
6-5"
6-0"
5-9" 5-5"
5-1"
5-3"
4-11"
5-0"
4:8"
4:10"
4-6"
4-5"
2X3X045" Hollow
7-2"
6-9"
6-5" 6-1"
5-10"
5-7"
5:5"
4:8"
5-3"
4-6"
5-1"
2X3X.045"Self-Math Snap
8-2"
7-8"
74" 6-11"
6-8"
6:5"
6-2"
5:11"
5-9"
2X4X050"Hollow
9-2"
8-7"
8-2" 7-10'
7-6"
7-2"
6-11"
6-8"
6-6"
2X4X045" Self -Mating Snap
101-0"
9-5"
8-11" 8-6"
8:2"
7.10"
7-7"
7:4"
7-1"
2X4 Self -Mating Beam
114'
10-8"
10-2" 9-8"
9-3'
8-11"
8-7",
8-3"
8-0"
2X5 Self-Matn Beam
13-7"
12-9"
12:1" 11:7"
11:1" .
10-8"
10:3"
9-11"
9:7"
2X6Self-Matn Beam
16-2"
15-3"
14'-6' 13'-10"
13-3"
12-9"
12'-3"
71 0"
11-5"
ALLOWABLE SPANS for POSTS in SCREEN WALLS Not Supporting Roofs or Guardrails
(Maximum Girt Spacing = 7 ft o.c.)
FOR 150 MPH Wind Zone
Table 304f
Unit Load = Design Pressure = 21 Ibs/sqft
Exposure
B
Post S acin /Load Width
—
— - -
Extrusion
2X2X045" Hollow
4'-0"
"
4'-6"
r,
5'-0"
5'-6"
6'-0"
6'-6"
T-0"
7'-6"
8'-0" '.
2X2X045" Self -Mating Snap
5-1
5-9"
4-10,
5-5"
,
4-Tr
r w
4-4
r w
4-2
r w
3-11
r w
3.10
r "
3-9
r w
3-7
4-6"
4:4"
44"
4:1'
3X2X045 Hollow *
5-11"
5-7"
5-2"
5-3"
4-11'
5-0"
4-8"
4:6"
5-0"
4-4"
-10"
4-2"
2X3X045" Hollow
6-8"
6-3"
5 -11 "
5-8"
4-10"
5-5"
4-8"
5-2"
2X3X045" Self -Mating Snap
7-7"
7'-1"
6:9"
6-5"
6-2"
4
4:8"
5-11"
5:8"
5:6"
5:4"
2X4X050"Hollow
2X4X045" Self -Mating Snap
81-6"
7-11"
7-7"
7-3"
6-11"
6-8"
6-5"
6-2"
5-11"
7-3"
7-0*
6-9'
6-7"
2X4 Self-Matn Beam
9-3"
101-6"
8-9"
91-11"
8-3"
9=5'
7-11"
7-7"
84"
9-10"
7-11"
9-6"
7-8"
9-2"
7-5"
2X5 Self -Mating Beam
12-6"
11-10"
11-3"
81-11"
10-8"
8-7"
10-3"
2X6 Self-Matn Beam
15-0"
14-2"
13-5"
12-10"
12-3"
8-10"
11-9"
:4 11"
-11"
1010=7"
•
Table Notes:
1) Tables apply only to Elevations 0 to 30 Feet Above Grade
2) 3X2 applies to member with spline grooves on the 3" side
3) Bold and Italicized entries indicate Load Condition 2 using
Post End Fastening Detail C2, and a minimum 2X4 Post
AAF Guide to Aluminum Construction in High Wind Areas Page 3 -17
Property Appraiser - St.Lucie Counter FL
Page 1 of 1
PROPERTY RECORD CARD
Ronald E Svoboda
Record: 1 of 1
<<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
�V1101EC0G2
Site Address:
5104 INDIAN BEND LN
ParcellD:
1312-800-0012-000-4
Sec/Town/Range:
13 :34S :39E
Account #: 4423 �� <
Map ID:
13/13N
Land Use:
SF Res
Zoning:
RS-4
City/Cnty:
St Lucie County �!
Ownership and Mailing
Legal Description
Owner:
Ronald E Svoboda Lee Ann
Svoboda
HOLIDAY PINES S/D-PHASE II -A- LOT 181 (MAP 13/13N) (OR 3321-
Address:
5104 Indian Bend Ln
1427)
Fort Pierce FL 34951-2389
Sales Information
Assessment 2011 Final Total Land and Building
Date
Price Code Deed
Book/Page
2011 Fina[ 142000 Land Value: 14700 Acres. 0.31
9/2/2011
187500 0001 WD
3321 / 1427
Assessed: 131443 Building Value: 127300
3/11/2009
100 0130 WD
3069 / 1998
Ag.Credit: 0 Finished Area: 2160 SgFt
5/15/2007
100 01 QC
2839 / 0504
Exempt: 50000
7/11/2000
21900 00 WD
1313 / 1516
Taxable: 81443
2/23/1999
14500 01 WD
1205 / 0581
Taxes: 1853.94
6/7/1995
22000 00 WD
0960 / 2411
10/1/1979
19950 00 CV
0319 / 1029
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
SD - Dim Shingle
RoofStruct-
HP - Hip
ExtType HC+ - HC+
YearBlt:
2001
Frame:
Grade. C+ - C+
EffYrBlt:
2001
PrimeWall:
BS - CB Stucco
StoryHght: 0010 - 1 Story
No.Units:
1
SecWall:
Interior Features
BedRooms: 3
Electric:
MX - MAXIMUM
PrmintWall
DW - Drywall
FullBath: 2
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
1/26ath: 0
HeatFuel:
ELEC - Electric
Prm.Flors:
CT - Tile -Ceramic
%A/C. 100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty.
Units Qua]. Cond.
YrBlt.
No. Land Use
Type
Measure Depth
ENC2 - POOL ENC-AVG Y 1
1354 AV AV
2001
1 0100-SF Res
BCDS-Front Ft
84.48 161.7
SWAY - RES POOL AVG Y 1
336 AV AV
2001
PA01 - POOL DK-AVG Y 1
1018 AV AV
2001
SDSF - SITE DEV S-F Y 1
1 AV AV
2001
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://www.paslc.org/prc.asp?prclid=131280000120004 2/7/2012
FLOOD ZONE: X, PANEL NU. IZ111000/U r
LOT 182
LOT 180
6' METAL
FENCE —
0.2' SOUTH
SET f
(441
LEGEND OF SURVEY ABBREVIATIONS
D&V E DRAINAGE do UTITLTY EASEMENT
ASSUILT ELEVATION C.LF. CHAIN LINK FENCE
D DELTA FND FOUND
A/C AIR CONDITIONER I.P. IRON PIPE
(x IR IRON ROD
LEGAL DESCRIPTION: ALL OF LOT 18,1q
HOORDAY ING TO PINES
THE PLAT THEREOF
HE EOFSAOS'VVE 0 DED INSE
PLAT BOOK 20, PAGE 7 OF THE PUBLIC RECORDS
OF ST. LUCIE CO., FLORIDA SAID LANDS LYING
IN ST. LUCIE CO., FLORIDA.
CONTAINING 0.34 ACRES MORE OR LESS.
SURVEY NOTES:
1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
RIGHTS —OF —WAY AND/OR EASEMENTS OF RECORD.
2. NORTH ARROW SHOWN HEREON IS BASED ON
RECORD PLAT.
, 3. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW
NAMED INDIVIDUALS.
4. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON
N.G.V.D. (1929), UNLESS OTHERWISE NOTED.
5. BEARING BASE ON NORTH LINE OF LOT 181.
6. LEGAL DESCRIPTION SUPPLIED BY CLIENT.
7. NO STRUCTURES OR UTILITIES THAT ARE BENEATH
THE SURFACE HAVE BEEN LOCATED.
CERTIFIED TO:
RONALD E. AND LEE ANN SVOBODA
PHH HOME LOANS, LLC d/b/a CACTUS HOME LOANS
HARBOR TITLE do ESCROW, INC.
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
B
B.M.
BLOCK
BENCHMARK
L
LENGTH
B.B.
BEARING BASE
M
MEASURED
C
CALCULATED
NAIL do DISK
C8
CHORD BEARING
OHW
OVERHEAD WIRES
CO
CHORD DISTANCE
PRM
PLAT
C.B.S
CONCRETE BLOCK
PERMANENT REFERENCE MONUMENT
STRUCTURE
PP
POWER POLE
CENTERLINE
R
RADIUS
NOTE -
CLR
CLEAR
R/W
WM
RIGHT OF WAY
WATER METER ALL SET CAPS LABELED PSM WEH 4416
CONC,
CONCRETE
ARE %JPPMTED WITH AN 16' LONG jb ROAR
��
COMBINED LOTS
HAYHURST LAND SURVEYING INC.
CERTIFICATE OF AUTHORIZATION NUMBER (LB. 7364)
SURVEYING & MAPPING COMPANY
445 9TH ST. S.W. 'Ur It-7
VERO ]BEACH. F'L. 32962
PHONE: (772) 569-6680
FAX: (7�72) 77A-3445 .
I
LOT 185
C-1
R=60.00'
L=53.48'
A=51'04'27"
CD=51.73'
CB=S58'07'36"W
C-2
R=25.00'
L=21.68'
A=49'40'47"
CD=21.00'
CB=S57'25'46"W
FL=39.27'
C-3
R=25.00'
A=90'00'00'
CD=35.36'
CB—N52'43'50"W
LOT 187
WILLIAM E. HrDRE'PORT
URST
PROP'E'1lIOT1wL D THIS SURVEY MAP A OR COPIES THEREOF ARE
NOT VALID WITHOUT THE SIGATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. j
SURVEY T1?F
BOUNDARY DATE: INT. REVISIONS:
IRAWN BY: J.D.J.
7iECKED BY. W.E. H
ui 8001 314
'AGF NO: 28
IELD DATE: 8/30 11
KALE: = 4n