HomeMy WebLinkAbout364 Red Rose Ln (lanai) (2)It
`~ CITY OF SANFORD
. BUILDING & FIRE PREVENTION
DEC r 201 PERMIT APPLICATION
F D DEC � 2' (v
Application No: �' 5
Documented Construction Value: S 952.00
Job Address: 364 RED ROSE LN SANFORD, FL 32771 Historic District: Yes ❑ No ❑
Parcel ID: 21-19-30-5TT-0000-0070 Residential 2 Commercial ❑
Type of Work: New R Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: SCREEN INSERT AT REAR LANAI ON EXISTING SLAB
Plan Review Contact Person: Title:
Phone: Fax: Email:- eM •
Property Owner Information
Name TAYLOR MORRISON OF FL INC Phone: 407-629-0077
Street: 151 SOUTHALL LN STE 200 Resident of property? : No
City, State Zip: MAITLAND. FL 32751
Contractor Information
Name Silver Trend, Inc. / Jose Julio Da Silva Phone: 407-363-9800 X 1
Street: 1710 Premier Row. Fax: 407-985-2815
City, State Zip: Orlando, FL 32809 State License No.: SCC131149963
ArchitecVEngineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, d
furnaces, boilers, beaters, tanks, and air conditioners, etc. 0
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51D Edition (2014) Florida Building Cod
Revised: June 30, 2015 Permit Application
e �`
NOTICE: In addition to the requirements of this permit±, SU-m'ay be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits re4uired from other governmental entities such as water
management districts, state agencies, or federal agencies. • - '
Acceptance of permit is verification that I will notify the owner of the property, of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work, will
be done in compliance with all applicable laws regulating construction and zoning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
12/1/2016
ontractor/Agent Date
Jose Julio Da Silva
Print Contractor/Agent's N
� 16
Si ture of Notary -State of Florida Date
".• PAOIAA.VEIAZOUEZ
(� W COMMISSION 0 FF 094063
EXPIRES: February 19, 2018
A(h Bonded Thm Wiry Pubic WeMiun
Contractor/Agent is V Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[-] Gas❑ Roof ❑
Construction Type: Occupancy Use:
Total Sq Ft of Bldg:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
APPROVALS: ZONING: 2Z UTILITIES: WASTE WATER:
Z& - I I
ENGINEERING:
COMMENTS:
FIRE:
BUILDING: Sr
ZZ' x 131 goo cre-17 31 &14, ✓✓
Revised: June 30, 2015 Pennit Application
11r2f1►2016 SCPA Parcel View: 21 -11}30 -STT -0000-0070
Property Record Card
Parcel: 21 -19 -30 -STT -0000-0070
Owner: TAYLOR MORRISON OF FL INC
rex-�cac ooisrtr, raona
Property Address: 364 RED ROSE LN SANFORD, FL 32771
,Parcel Information - -- - Value Summary — --- --
Parcel
21-19-30.57T-0000-0070
Owner
TAYLOR MORRISON OF FL INC
Property Address
364 RED ROSE LN SANFORD, FL 32771
Mailing
151 SOUTHALL LN STE 200 MAITLAND. FL 32751
Subdivision Name
THORNBROOKE PHASE 1
Tax District
S7-SANFORD
DOR Use Code
00 -VACANT RESIDENTIAL
Exemptions
Land Value (Market)
Tax Amount without SOH: $964.08
2016 Tax Bill Amount $964.08
Tax Eslimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description - -- ----- •-- --- .- �---- - ------ - ----- - - - - - ----- -
---------------------------------------------- -
LOT 7
THORNBROOKE PHASE 1
PB 79 PGS 3 TO 7
Taxes-------- ----- --------- ----------- -- - - --- -- ------------- - --------
Taxing Authority
2017 Working
Values
2016 Certified
Values
Valuation Method
CosVMarket
CoslMtarket
Number of Buildings
10
0
Depredated Bldg Value
$0
$48,500
Depredated EXFT Value
$48,500
$0
Land Value (Market)
$48,500
$48.500
Lend Value Ag - --
--- --- - - - -
- --- - - - -
JusUMarket Value "
$48,500
$48,500
Portability Adj --
- - --
- —
Seve Our Homes Adj
$0
SO
Amendment 1 Ad)
$0
$650
P&G Adj -- —
$0 -
iO
Assessed Value -
$48.500
$47,850 - -
Tax Amount without SOH: $964.08
2016 Tax Bill Amount $964.08
Tax Eslimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description - -- ----- •-- --- .- �---- - ------ - ----- - - - - - ----- -
---------------------------------------------- -
LOT 7
THORNBROOKE PHASE 1
PB 79 PGS 3 TO 7
Taxes-------- ----- --------- ----------- -- - - --- -- ------------- - --------
Taxing Authority
Assessment Vblue
Exempt Values
Taxable Value
Schools
$48,500
$0
$48,500
City SanfoM - -
$48,500
$0
$48,500
- -
SJWM(Saint Johns Water Management)
$48,500
$0
$48,500
Count' Bonds - - - -- - - -- -
- - $48,500
$0
$48,500
County General Fund
$48,500
$0
$481500
- - - - - - ---------
- — - — - ---- ------ -------------------------
Sales I
Description Date Book Page Amount Qualified VacJlmp
No Sales
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT j 1 1 $48,500.00 1$48,500
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Data
htip, /Parceldetail.scpafl.orgtParcelDetaiihtfo aspx7PID=2119305TT00000070 1R
RECORD COPY
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
Chapter 3/Screen Walls & Balconies AAF Guide as Referenced by:
F.B.C. B 2002.4.1 &
Homeowner:
Taylor Morrison Designer: Alexander Medina F.B.C. R 301.2.1.1.1
Site Address, 364 Red Rose Ln Sandford, Fl. 32771 Ultimate Wind Speed 140 mph
Builder: Silver Trend Inc. Date: 12 / 1 / 2016
Nominal Wind Speed mph
Overall Dimensions: Length: 23'4" (ft) Width 91-0" (ft) Exposure: ❑✓ B ❑ C ❑ D
Structure is attaching to: Conc. block
Height @ Attachment: 8'"2- (ft) Attaching to: Concrete ✓ Lumber ✓ Other
Overall Height 8'4" (ft)
Walls Su
000rtino Guam Rai/ REVIEWED POR CODE COMPLIANCE
SF
PLANS EXAMINER
A) Select Girt : (Table 301_page_) I - 3 - 0
Load Width: Span Select DATE
B) Select Column: (Table 302_ page )
Load Width: Span Select
Walls Not Su
nvortina Roof or Guard Rai/
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT A:
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVEN
THE BUILDING OFFICIAL FROM THEREAFTER
A) Select Girt:(Table 302�age_) REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Load Width: r"0. Span T-0' Select 2x3
B) Select Column: (Table 302_paged
Load Width: r"0. Span 8,'2. Select 2xa
#16-326
0���n► v
ECEIVE
SANFOR
DEC 7 2016 �FpAR`
Chapter 3 - Screened Walls & Balconies- Exposure B
a
0
O
O
z
Allowable Spans for Posts to Screen Wats Not Supporting Roofs; AND,
Table 302
O
Aavwabb Spans /or Arts In Screen Waft
Abt Supporti►g RaBfirrg/liiards
(for Guts Supporting Railing/Guards use Table
301)
[RESID[iNRAI OR COMMERCIAL)
For Wind Zone 130 mph
Exposure Category 8
For Sween Mesh: 18/14
Windload Desi pressure: 12.1
Alloy: 600575 606176
Posts
load Width
F
Extrusion/Section
4'-0'
4'-6'
S'-0"
5'•6"
6'-0"
6'-6"
T - O-
7'-6"
8'-0'
z
z
2X2X.046' Hollow
6'-11'(1)
6'-8'(1)
6'-6"(1)
6'-3"(1)
5-11"(1)
S-8'(1)
S'-5"(1)
5'•3'(1)
S-1"(1)
J
2d-4"(2
3X2X.050 Hollow'
T-6"(1)
T-0"(1)
6'-8"(1)
6'-4"(1)
6'-1'(1)
S-9'(1)
5'-6"(1)
5'-4"(1)
S-2'(1)
Q
W
2X2X.046" Self -Mating Snap
7'-7-(1iE )
T-3'(1)
T-0"(1)
6'-10"(1)
6'-T(1)
6'-S(1)
6'-3"(1)
6'-0'(1)
S-9'(1)
2X3X.050" Hollow
9'-6"(1)
9'-2'(1)
8'-10''(1)
8'-6"(1)
8'-1'(1)
T-10-(1)
T•6"(1)
T-3"(1)
T-0'(1)
0
2X3X.046' Self -Mating Snap
1V-4"(1)
9'-11"(1)
9'-T(1)
9'-4"(1)
9'-1'(1)
8'-10"(1)
8'-T(1)
8'-3'(1)
8'-0'(1)
z
O
2X4X.050" Hollow
12'-1'(1)
11'-5"(1)
10'-10"(1)
11P-4"(1)
9'-10"(1)
9'-6"(1)
9'-2"(1)
8'•10'(1)
8'-T(1)
y
2X4X.050" Self -Mating Snap
13'-1'(1)
12'-T(1)
12'-1"(1)
11'-T(1)
]0'-7'(1)
10'-3'(1)
9'-T(1)
2X45e1f-MatlngBeam
10'-4"(1)
9'-4"(1)
8'-11"(1)
8'-T(1)
8'-4'(1)
8'-0"(1)
T-9'(1)
aZ
W
n
2X55e1f-Mating Beam
13'-30-(1)
12'-5"(1)
I1'-10"(1)
il'-4'(1)
10'-6"(1)
10'-1"(1)
9'-10"(1)
Z
2X65e1f-MatlngBeam
15-6'(1)
14'-7(1)
13'-10'(1)
13'-3"(1)
12'-8'(1)
12'-2'(1)
11'-9"(1)
11'-4"(2)
30'-11'(2)
2X75e1f-MatlngBeam
IT -T(1)
16'•7(1)
15'-8"(1)
14'-11"(1)
14'-4"(2)
13'-9'(2)
13'•3'(2)
12'-10"(2)
3
2X8 Self -Mating Beam
28'-3' 2)
27'-2-(2)
26'-3" 2)
25-5"(2)
24'-8'(2
23'-30" 2
22-31'(2
22'-2"(2)
"'
The number in parenthesis denotes load condition for walls riot supporting railing. For wails with railing the default is load condition 2
5
0
Allowable Spans for Posts M Sween Wats Not Supporting Rook; AND,
Table 302d
AA�wabb Spans Mr Arts br Screen Wak
Abt Sapporthg Raerrg/lies
(For Girls supporting Railing/Guards use Table
301)
3
[RSi10ENRAl OR OOMM9tQAl]
For Wind Zone 140 mph
Exposure Category B
°dr
For Screen Mesh: 18/14
Wlndload Design Pressure: 14.3
a
z
Alloy: 6005Ts 6061T6061T6
Posts
d load width
cc
6trusion/Section
4'-0"
4'-6'
S'-0'
S'-6"
6'-0"
6'-6'
T-0"
7'-6"
8'-0'
O
2X2X.046" Hollow
6'-7"(1)
6'-4"(1)
6'-1'(1)
5'-9'(1)
S-6"(1)
S-4"(1)
S-1"(1)
4'-9'(1)
O
3X2X.050 Hollow s
6'-10"(1)
6'-6-(1)
6'-2"(1)
5-10'(1)
S-7'(1)
S-5"(1)
5'-2"(1)
5'-0"(1)
4'-10"(1)
2X2X.046"Self•MatlngSnap
T-2"(1)
6'-11'(1)
6'-8"(1)
6'-5"(1)
6'-2"(1)
5-11"(1)
S-9"(1)
5'-6"(1)
S-4"(1)
z
2X3X.050' Hollow
8'-11"(1)
8'-T(1)
8'-2"(1)
T-9"(1)
T-5"(1)
7.2'(1)
6'-11"(1)
6'-8-(1)
6'-5"(1)
2X3X.046" Self -Mating Snap
9'-9"(1)
9'-5'(1)
9'-1"(1)
8'-10"(1)
8'-6'(1)
8'-2"(1)
T-10"(1)
r-7-(iuj )
T-4'(1)
U
0
2X4X.050" Hollow
9'-11'(1)
9'-6"(1)
9'-1'(1)
8'-8"(1)
8'-5"(1)
B'-1"(1)
T-10"(1)
0
2X4X.050'Self-MatlrgSnap
11'-9'(1)
10'-T(1)
10'-2"(1)
9'-9"(1)
9'-5"(1)
9'-1'(1)
8'-10"(2)
a
Ce
2X4 Self -Mating Beam
30'-1'(1)
9'-6"(1)
9'-0"(1)
8'-7"(1)
8'•3"(1)
T-11"(1)
7.7(1)
T-4'(1)
7-2'(1)
Lu
2Xs5elf-Mating Beam
12'-9"(1)
9'•11'(1)
9'-7(1)
9'-3"(1)
8'-11'(2)
OR
2x6 Self -Mating Beam
14'-3'(1)
13'-5'(1)
12'-9"(1)
12'-2"(1)
11'-8"(I)
11'-2"(2)
30'-9"(2)
10'-5"(2)
10'-1'(2)
O
2X7 Self -Mating Beam
16'-1'(1)
15'-2"(1)
14'-5-(2)
13'-9"(2)
13'-2'(2)
12'-B"(2)
12'-2'(2)
11'-9'(2)
11'-S(2)
z
2X8 Self -Mating Beam
26!-8'(2)
25-8'(2)
24'-9"(2)
23'-9'(2)
22'-9"(2)
21'-10r(2)
0
c
The number in parenthesis denotes load condition for walls not supporting railing. For walls with railing the default is load condition 2
N
�y
}
a
Page 3B - 11 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1
21'-1'(2)
2d-4"(2
19'-8" 2
OCOPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA
m
w
w
SIZE VARIES
gC6 POST SPACING
C 3 3 REFER TO TABLE 304
HOST STRUCTURE jrlll�o/
O
3 Lu
C
o j
/ = a
/ a
,QQ0 m
z, `" g to
0-4 Z / W
a �
z /
FOUNDATION FOUNDATION
m /
cDn C3 CZ C3
3 3 3
N
O
r
O
a SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF)
0
v
N
O
1" X 2" VERTICAL @
/
POST/COLUMN
PERIMETER (TYPICAL)
1" X 2" OB PERIMETER
�--SELECT PER TABLE 304
BY WIND ZONE
C4 CS
CHAIR RAIL (GIRT)
3 3
DESIGNED USING TABLE 301
OR 304 BY WIND ZONE
IQCKPLATE RAIL (GIRT)
DESIGNED USING TABLE 301
OR 304 BY WIND ZONE
,, ;OPTIONAL IQCKPLATE /HEIGHT,OPTIONAL
KIC
HEIGHT VARIES,', , . • , , , . , ,, •
Chapter 3 - Screened Walls & Balconies
NOTE # l: USE 3/8" 0 X 3" LONG LAG SCREWS INTO
WOOD HOST AND 3/8-0 X 21/." LONG CONCRETE
SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION
(1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN
4" OF EACH PERPENDICULAR MEMBER
POSTS SIZES PER TABLE
302 BY WIND ZONE
KICKPLATE RAIL (GIRT) - SELECT
BY WIND ZONE FROM TABLE 302
a POSTS SIZES PER TABLE
302 BY WIND ZONE
0
z KICKPLATE RAIL (GIRT) - SELECT
BY WIND ZONE FROM TABLE 302
uiSOLID KICKPLATE (OPTIONAL)
j FASTEN POST END PER DETAIL Cl OR C2
ACCORDING TO LOAD CONDMON SPECIFIED
IN POST TABLE (302)
1X2 OB SOLE PLATE UNLESS NOTED
OTHERWISE, FASTEN TO FLOOR OR
;., O O FOUNDATION W/ 1/4"0 FASTENERS 1"
2' MIN UM , EMBEDMENT @ 24" O.C.
TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF)
FOUNDATION OR BALCONY
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
t0\
HOST STRUCTURE ELEMENTS
1"X2" OB @ PERIMETER
FASTEN PER NOTE # 1
Lu
W
FASTEN POST END PER DETAIL Cl OR
j
C2 ACCORDING TO LOAD CONDITION
SPECIFIED IN POST TABLE (304)
ADDITIONAL GIRTS SHALL BE ADDED TO
MAINTAIN A MAXIMUM VERTICAL SPACING
FOR HORIZONTALS OF 96"
POSTS SIZES PER TABLE
302 BY WIND ZONE
KICKPLATE RAIL (GIRT) - SELECT
BY WIND ZONE FROM TABLE 302
a POSTS SIZES PER TABLE
302 BY WIND ZONE
0
z KICKPLATE RAIL (GIRT) - SELECT
BY WIND ZONE FROM TABLE 302
uiSOLID KICKPLATE (OPTIONAL)
j FASTEN POST END PER DETAIL Cl OR C2
ACCORDING TO LOAD CONDMON SPECIFIED
IN POST TABLE (302)
1X2 OB SOLE PLATE UNLESS NOTED
OTHERWISE, FASTEN TO FLOOR OR
;., O O FOUNDATION W/ 1/4"0 FASTENERS 1"
2' MIN UM , EMBEDMENT @ 24" O.C.
TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF)
FOUNDATION OR BALCONY
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 3 - Screened Walls & Balconies
2X3 COLUMN SHOWN, SIZE
COLUMN PER TABLE 302 SCREEN (OR
f KICKPLATE)
2"X2"Xl/8" ANGLE EACH SIDE 2 EACH #14 SMS EACH
3/8" DIA CONCRETE ANCHOR SIDE (1" O.C. MIN.)
W/2" EMBEDMENT (MIN.) (TYPICAL)
2' MINIMUM
1� Y
COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 1
LOAD CONDITION #1
NOTES:
1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION
2) CONNECTION C1 APPLIES TO SCREEN WALLS ONLY SEE C2
FOR WHEN SUPPORTING GUARDRAIL
2X4 COLUMN SHOWN (MINIMUM SIZE
COLUMN FOR LOAD CONDITION #2)
PER TABLE 302
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)
COLUMN / FOUNDATION FASTENING FOR LC
LOAD CONDITION #2
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
3
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0'
Chapter 3 - Screened Walls & Balconies
—fl 1 X 2 OB 0 PERIMETER 1 I
FER TO NOTE #1 - TNI S�IEr
II II
I I
PICKETS MAY BE 1" SQUARE
I
(ISN# 5) AT 4-7/8" (Max) O.C.
OR, 3Yi" SQUARE (ISN# 13)
I
AT 4-5/8" (MAX) O.C. (SEE
I
FASTENING NOTE BELOW)
I I 1 X 1" X 1/16" ANGLES 2" LQNG WITH
48 X 1/Y LANG S.M.S.T
LEG
CAL EACH SIDE, TOP
JIL
)
' •NOTE
' JiOST STRUCTU�E ELEMENTS '•
#l: USE 'A'0 X 3" LONG LAGS INTO
'
WOOD HOST AND VV0 X 2S6' LONG
• • .
CONCRETE SCREWS INTO CONCRETE OR
•
MASONRY CONSTRUCTION (1" EMBEDMENT
' • .
TYPICAL)/ SPACING 24.O.C. AND WITHIN
•
4' OF EACH PERPENDICULAR MEMBER
• .CONNECTION WITH EXPOSED FASTENERS
�H05T•S?RUCfUREELEM�NT ''- •.
CONNECTION WITH CONCEALED FASTENERS
PICKETS MAY BE 1" SQUARE
(ISN# 5) AT 4-7/8' (Max) O.C.
OR, VW' SQUARE (ISN# 13)
AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
1' X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/ 2
EACH 1110 S.M.S. 1' EMBEDMENT
NOTE M2: IN SCREEN WALLS
WITHOUT GUARDRAILS, PICKETS
NOT PRESENT. ALL OTHER
ATTRIBUTES OF DETAILS APPLY.
PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS
PICKET FASTENING: #10 SMS BY 1" EMBEDMENT
INTO PICKET SCREW SLOT(S), 2 EACH END FOR
1" PICKET, 1 EACH END FOR VV PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 3 - Screened Walls & Balconies
X 2 OB @ PERIMETER FASTEN PER NOTE #1
1- X I' X 1/16" ANGLES 2- LONG WITH 2- #8 X 1/2- LONG
S.M.S. AT EACH LEG (TYPICAL TOP & BOTTOM)
SELF -MATING HORIZONTAL (GIRT)
(TYPICALLY HOLLOW SECTION W/O GUARDRAIL)
PICKETS MAY BE 1" SQUARE
(ISN# 5) AT 4-7/8" (Max) O.C.
OR, a6- SQUARE (ISN# 13)
AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
CONNECTION W/ EXPOSED FASTENERS
-1 X 2 OB @ PERIMETER FASTEN PER NOTE #1
4 - # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW
SPLINES OF GIRT (1- EMBEDMENT MINIMUM)
SELF -MATING HORIZONTAL (GIRT)
r (TYPICALLY HOLLOW SECTION W/O GUARDRAIL)
I
NOTE #2: IN SCREEN
WALLS WITHOUT
GUARDRAILS, PICKETS
NOT PRESENT. ALL
OTHER ATTRIBUTES OF
DETAILS APPLY.
I I I I PICKETS MAY BE I- SQUARE
TR, %- SQUARE (ISN#(Max)
O ))
AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
CONNECTION W/ CONCEALED FASTENERS
PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS
PICKET FASTENING: # 10 SMS BY 1' EMBEDMENT
INTO PICKET SCREW SLOT(S), 2 EACH END FOR
1" PICKET, I EACH END FOR b4" PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
0
Chapter 3 - Screened Walls & Balconies
1' X 1' X 1/8' ANGLES 2' LONG WITH
2 - #10 X 1R" LONG S.M.S. AT EACH LEG
(TYPICAL EACH SIDE, TOP & BOTTOM)
HOLLOW UPRIGHT
1' X 2-1/4' X 1/8'
�-
RECEIVING CHANNEL
rGIRT OR CHAIR RAIL
I PICKETS MAY BE 1' SQUARE (ISN# 5)
AT 4-7/8- (Max) O.C. OR, %- SQUARE I I I I
I 8' (MAX) O.C. (SEE
FASTENING NOTE I I
BOA1A�
4-7/8' O.C.
NOTE: IN SCREEN WALLS
CONNECTION W/ EXPOSED FASTENERS WITHOUT GUARDRAILS, PICKETS
NOT PRESENT. ALL OTHER
ATTRIBUTES OF DETAILS APPLY.
4 - # 10 S.M.S. FROM INSIDE FACE OF
POST INTO SCREW SPLINES OF HOLLC
GIRT (1-1/2' EMBEDMENT MINIMUM)
SELF MATING POST
OR CHAIR RAIL
PICKETS MAY BE 1' SQUARE (ISN# 5)
AT 4-7/8' (Max) O.C. OR, X16- SQUARE I I
(ISN# 13) AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
CONNECTION W/ CONCEALED FASTENERS
PICKET FASTENING: #10 SMS BY I' EMBEDMENT
INTO PICKET SCREW SLOT(S), 2 EACH END FOR
1- PICKET, 1 EACH END FOR PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
C5
3
Chapter 3 - Screened Walls & Balconies
1" X 1" X 1/16" ANGLES 2" LONG WITH
248 X 1/2" LONG S.M.S. AT EACH LEG
TYPICAL EACH SIDE, TOP & BOTTOM)
CONNECTION WITH EXPOSED FASTENERS
NOTE U 1: USE 3/8" 0 X 3" LONG LAG SCREWS INTO
WOOD HOST AND 3/8" 0 X 2%' LONG CONCRETE
SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION
(I" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN
4" OF EACH PERPENDICULAR MEMBER
REFER TO NOTE X71 - THIS SHEET
I
2-# 10 S.M.S. FROM INSIDE FACE OF
1 X 2 OB INTO SCREW SPLINES OF I
X 2 OB (1- EMBEDMENT MINIMUM.)
REFER TO NOTE # 1- THIS SHEET
1 X 2 OB @ PERIMETER
PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 3 - Screened Walls & Balconies
T
r x 2•x1/8' ANGLE EAcSIDE
W/ 2 EACH #14 S.M.S.
NOTE # 1: USE 3/8' 0 X 3" LONG LAG SCREWS INTC
WOOD HOST AND 3/8" 0 X 2'/4" LONG CONCRETE
SCREWS INTO CONCRETE OR MASONRY CONSTRUC
SELECT COLUMN AND POST END
(1" EMBEDMENT TYPICAL) SPACING 24.O.C. AND H
FASTENING CONDITION PER
4" OF EACH PERPENDICULAR MEMBER
TABLE 302 BY WIND ZONE
POST END TO HOST FASTENING C8
(PARTIAL ELEVATION @ SCREEN FACE) 3
NOTE: IN SCREEN WALLS WITHOUTMWDPICKETS MAY BE 1' SQUARE (ISN* 5)
OTHER A TnU PICKETS NOT PRESENT. ALL AT 4-7/8• (MaX) O.0 OR. 44" SQUARE
OTHER ATTRIBUTES OF DETAILS APPLY (ISNA 13) AT 4-5/8' (MAX) O.C. (SEE
FASTENING NOTE BELOW)
CT COLUMN AND END
• II II
NTNG CONDTTIO
�B E 302 BY WIND 21
' X 2• X 1/8• ANGL 4 SIDE
I II II /2 EACH 014S.M I
SCREEN I I I B'0 CONCRETE W/r MIN.
ABEDMENT (FOR DMON 1)
810 sMs x 1-11
INTO SOLE PLA 1X2 PLATE
.25
.•.pSi ..
..., 114DUl A10010OVED'l?ONC1tE7E ANCHORS
•:.;�•
2 .04 ANI) bF yRTMN CONNECTiKG,
14EMBERS(2" EMBEgIdENTJYPIC�U )' . �.
POST TO FOUNDATION FASTENING C7
(PARTIAL ELEVATION @ SCREEN FACE) 3
PICXET FASTENING: • 10 SMS aY 7- EM EOMEW
IWO PIOlET SO MW R M(S). 2 EAOI END FOR
1- PIO(ET. 1 EACH END POR %' PIOMT.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
TION
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SIDE ELEVATION
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NOTES:
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DESCRIPTION AS FURMSHED: Lot 7, THORNBR00KE PHASE 1, as recorded in Plot Book 79, Pages 3
thru 7, Public Records of Seminole County, Florida.
PHOT PLAN FOR/CERTIFIED TO: Taylor Morrison .of Florida, Inc.
,• FLORIDA LAND & COLON12AT ION COMPANY
LIMITED W. BEARDSALLS MAP OF ST. JOSEPNS
(PLAT BOOK 1, PAGE 114)
S 00°14'55" E
50.00'
LOT 8
1
h k6
L
5.00'
5.00'
29.60'
LOT 7 29.80'
3.5'x3.5'
AC
18.0'
RECESS FOR
POCKET SUPER
PROPOSED RESIDENCE
MOML- STAMON-CLASSIC
NEO CLASSIM2 CAR GARAGE RIGHT
5.00'
It
O O
O
k6
e w
4�
CO
ILlF1IIIIIIIIIII
LOT 6
OJT- awl LM n= N111DN11 OL00EfIo vOT/r DOW a 162E tft= anon SE Nmm
Pc
NDNmol nae! a ODRRMT Of AUDIdlQ MM Na 4M
• NAVA 20'--� Dow 61:
PL • n®11 O CUWAIUE $049/' .-
1MvL ; 101 Y COMFIER W. ATE OR= Nk
PLOE PLAN 00-06-16 1080-10
C • CHM
ra • 0 o 5941M
HORFM
TMS BUADNOolwapow 006.NOT UE Mfiw
ME ESTABLISHED 100 YNAR now PLANE AS PER TMMC M X. . RLS. / 4714
ZONE x MAP / 12117C 0035 F. 404LM. SCOTT. RLS /4801
COV'D.
ENTRY
5.00'
h
20.7' \ 5.00'
WALT! 16' i
\j
DRIVE
25.2C 25.20'
?� 10'
UTNL. ESMT.
5' CONC. WALT( (PC)
(B.B., S 00° > 4 55 E LOT AREA CALCULA2,055
-ON
0. 0' - 6,260
wLIVING
CURB I -
SO.F►.
GARAGE - 460
SOFT,
DRAIN INLET AS
LANs
ENTRY - 48
LANK- 176
SOF'►,
SQ.FT.
oav
RED ROSE LANE BREEZEWAY- N/A
SQ.FT.
DRIVEWAY - 403
(50' R/N7) TRACT I A/CPP'`YD - 1i
SOFT.
SQ.FFTWAA.
IMPERVIOUS- 51.0
x
/
SOD - 3,188
LOT�
SQ.FT.
SO.FT.
Uff
550
SO.Fr
N - 110
SOFT.
PROPOSED a FINISHED SPOT OWE ELEVATION
*PLOT PIAN ONLY* SIDEWALK - 250
SQ T.
PER DRAINAGE PLANSFROM
BUILDING SETBACKS: SOD - 190
- 25, (NOT A SURVEY)
SOFT.
PROPOSED DRAINAGE FLOW
REAR - 15' PROPOSED INFORMATION SHOWN AREA 6,800
SQ.FT.
LOT GRADING TYPE A
SIDE - 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 513
SOFT.
PROPOSED F.F. PER PLANS - 24.3'
SIDE CORNER - f0' AND/OR INSTRUCTIONS PER SIDEWALK - 287
SOFT,
CU NOT FIELD VERIFIED SOD -
FT.
GRUSEMME M? -SCOTT & ASSOC IP INC. - .LAND SURVEIYORS
�- „�_
i ; � pm- MIT a$ LDC
E COLONIAL DR. ORLANDO, FL 32807 (407)-277-3232 FAX. (407)-658-1436
V. . ma ►DO FAILpim . �rt w AVO![ Di N Ar
ue • 161 I® ►tt . ImNr s Do�Ol1m 11wAtIK
CK • NOiR 101/011
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M PROil15pIW. LAD S11N1'C10RS N E111P7DR SJ -17 0► 1110 gpall ADID/47RI1NE CODE
L 14403 OM=M qAM S11h41"SCAL•1105 SLMY O NOT W40 AND 6 FREMMM no MORY00ft PUMOBES OILY.
an®1r iralmo pis . pLuaAT
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a Ma SLW#lY Iry PRUPM FMV 1W M*RM4MM /URPOPM TO me 3MCM MDIs ANY M 01MM NOMMMW
OR MDAM MAT AFFM7 ADS PR PM
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4. NO IODaiO w" INPIIOVDwm w4 BDa/ wwo wmw O1N0I1 m won
S MR ROM 0 PROMIIDD FM ME SME 6DMR Of MDSE COMM TO AND POW MOT M MM UPON Or ANY 07M DAIRY.
LASIMM LL . am WAMG
a DrIQMOM DOOM MR INE WOO M 0► @PRWENVM MOWN WWAD Noy a LM 10 IEODNsMW 8O10DwY Ism
awamm
Um UTLM
7. KAIP A ARE SM AMMM DAIM AND ON ME We SOW AS BASE MUM (a&)
a 9LEN11110I1a IF SN01N. ARE - ON
OJT- awl LM n= N111DN11 OL00EfIo vOT/r DOW a 162E tft= anon SE Nmm
Pc
NDNmol nae! a ODRRMT Of AUDIdlQ MM Na 4M
• NAVA 20'--� Dow 61:
PL • n®11 O CUWAIUE $049/' .-
1MvL ; 101 Y COMFIER W. ATE OR= Nk
PLOE PLAN 00-06-16 1080-10
C • CHM
ra • 0 o 5941M
HORFM
TMS BUADNOolwapow 006.NOT UE Mfiw
ME ESTABLISHED 100 YNAR now PLANE AS PER TMMC M X. . RLS. / 4714
ZONE x MAP / 12117C 0035 F. 404LM. SCOTT. RLS /4801
REQUIRED INSPECTION SEQUENCE
BP# Its .'3-L5 Address:
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Ins ection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
jean Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
ELECTRICAL PERMIT
Min I Max I InsDection IDescriDtion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
MECHANICAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Final
Min Max Ins ection Description
Gas Underground
Gas Rough
Gas Final