564 Red Rose Ln; 18-3956; SCREEN ROOMCI TY OF SEP 18 2018
Building & Fire Prevention Division
I%JU._ PERMIT APPLICATIONFGD
FIRE DEPARTMENT
Application No: 1 jPP . _K_
Documented Construction Value: $ 1250.00
Job Address: 564 Red Rose Ln. Sanford, FL 32771 Historic District: Yes Noz
Parcel ID: 21-19-30-510-0000-2280 Residential Commercial
Type of Work: New[] Addition Alteration Repair Demo Change of Use Move
Description of Work: SCREEN INSERT AT REAR LANAI
Plan Review Contact Person: Karenza Hill Title: Permit Tech
Phone:407-363-9800 Fax: Email: karenza@silvertrend.us
Property Owner Information
Name Taylor Morrison of FL INC Phone: 407-629-0077
Street: 151 Southall Ln. Ste 200 Residentof property? NO
City, Stateip ,ZnMaitland; FL"32751 Contractor
Information i a.
SiIva. `401 363 0800 Namedose.=Ju.IIO D. w . <. Phone: Street:
1710 Premier Row City,
State Zip: Orlando, FL 32809 Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Fax:
State
License No.: SCC131149963 Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: 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, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code Revised:
January 1, 2018 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required 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 ofthe 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.
Al -11f 701
tureof r/Agent Date Print
ne Agent PAOLAANDREAVELAZQUEZ
MY
COMMISSION # GG 153206 t; EXPIRES:
Februwry 19, 2022 Bonded
ThN Nary PAC WOenrtAars Owner/
Agent is \/ Personally Known to Me or Produced
ID Type of ID ure
of Cfor/Agent Date Prir
o actor/Agent's Na#e JSignare
oLNDI11y;-
State of Florida Date PAOLAANDREAVELAZQUEZ
MY
COMMISSION # GG 153206 EXPIRES:
February 19, 2022 Fdd ;;°`'
Battled ThN Notary PIfW1C IhtderwrAers Cont
1s Fersonally nown to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Total
Sq Ft of Bldg: Occupancy
Use: Min.
Occupancy Load: New
Construction: Electric - # of Amps, Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING: UTILITIES: ENGINEERING:
FIRE: Flood
Zone: of
Stories: Plumbing -.#
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
COMMENTS:
oft " I HStcrl l SLr een I r s e r4-s & f r e a e- I a v, a, cts lu
Revised:
January 1, 2018 Permit Application
9/13/2018 SCPA Parcel View: 21-19-30-510-0000-2280
Property Record Card
Parcel: 21-19-30-510-0000-2280
sea+o coour+rv, Property Address: 564 RED ROSE LN SANFORD, FL 32771
Parcel Information l Value Summary
Parcel 21-19-30-510-0000-2280
Owner(s) TAYLOR MORRISON OF FL INC
Property Address 564 RED ROSE LN SANFORD, FL 32771
Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751
Subdivision Name THORNBROOKE PHASE 4
Tax District S1-SANFORD
DOR Use Code 00-VACANT RESIDENTIAL
Exemptions
98,36 80.71
5NW7a.
97Iv40
4
0 228229
230 230O 27 oT_
226
140
8.
Legal Description
LOT 228
THORNBROOKE PHASE
4 PB 81
PGS 70-71 A 32
q 35.16 Taxes 2018
Working
2017 Certified Values Values
Valuation Method
Cost/Market Cost/Market Number of
Buildings 0 _ - 0 Depreciated Bldg
Value 40,000
26,050 _ Depreciated EXFT
Value Land Value (
Market) Land Value
Ag Just/Market
Value " 40,000 26,050 Portability Adj
Save Our
Homes Adj _._ 0 0 Amendment 1
Adj 0 — — 12,784'-- - P&G
Adj - - - - _ o 0 Assessed Value
40,000 13,266 Tax Amount
without SOH: $336.00 2017 Tax
Bill Amount $336.00 Tax Estimator
Save Our
Homes Savings: $0.00 TRIM Notice
Help Does NOT
INCLUDE Non Ad Valorem Assessments Taxing Authority
Assessment Value Exempt Values Taxable Value County General
Fund 40,000 1 0 40,000 Schools 40,
000 i $0 40,000 City Sanford
40,000 0 40,000 SJWM(Saint
Johns Water Management) 140,000 0 40,000 County Bonds
40.000 0 40,000 Sales Description
Date
Book Page Amount Qualified VacJlmp No Sales
FFtd Camp
mbie Sales rLand Method
Frontage
Depth Units Units Price Land Value LOT 1 $
40,000.00 $40,000 Building Information
Permits Permit #
Description
Agency Amount CO Date _Permit Date http://parceidetaii.
sepafi.org/ParceiDetaillnfo.aspx?PID=21193051000002280 1/2
9/13/2018 SupplyPro Printable Order
Silver Trend, Inc.
1710 Premier Row
Orlando, FL 328109
Phone: (407) 509-2008 Fax: (407) 985-2815
Taylor Morrison Florida - Orlando Division
Order Information
Builder's Account Number:-739904544 Order Type: Purchase Order
Builder's Order Number: 16612201 018300 Order Status: Received
Builder Status: Permit Number: Not Available
Sob: 000228 564 Red Rose Lane
Job Start Date: 7/11/2018
Job Address
564 Red Rose Lane
Sanford, FL 32771
Plan / Elevation / Swing:
G302123043 (ANASTASIA (Darlington))
See Start / L
Subdivision / Phase:
Thornbrooke 40s - 16612201 / Phase 0
Lot / Block:
000228 / **N/A**
Billing Information
Thornbrooke 40s
2600 Lake Lucien Drive
Suite 350
Maitland, FL 32751
Contact Information:
407) 629-0077
kcarter@taylormorrison.com
Detail
Task: Screen Install 133415 [16612201_018300 R]
Requested Start Date: 12/31/2018
Builder SKU Description Order Received
CONTRACT Screen Enclosure 1
with out Kickplate
Lanai
History
From Action BP Status SP Status
Shipping Information
000228_564 Red Rose Lane
564 Red Rose Lane
Sanford, FL 32771
Contact Information:
Andy D'Ambrosio
407) 467-9302
ad'ambrosio@taylormorrison.com
End Date: 12/31/2018
UOM Unit Price Total
0 FA $842.00 842.00
Subtotal: 842.00
Tax: 0.00
Total: 842.00
Notes / Additional DateInformation
0 Carrie Order Submitted Submitted Received 9/12/2018
MacLeod (S) 12/31/2018 - (E) 12/31/2018 10:00:20
AM
Job Option Links: View Job Options
https://www.hyphensolutions.com/MH2SupplylOrderslOrderPrt.asp?sessid=D2B47FE16OE84242BDF96FD543257B8C&order_id=125190579,125190... 2/2
SEA41NOLE COUNTY MULTI JURISDICTIONAL
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 9/17/2018
I hereby name and appoint: KarenZa hill
an agent of: Silver Trend Inc.
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this
appointment for (check only one option):
All permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
564 Red Rose Ln. Sanford, FL 32771
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: Jose Julio DaSilva
State License Number: SCC131149963
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this day of
20 , by who is personally known to me or
who has produced as identification
and who did (did not) take an oath.
Signature of Notary
C ,.
Print or type Notary name
Notary Public - State of
Commission No.
My Commission Expires:
Iv Z m
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Rt=1lIEW€B PMPIDE COMPLIANCE PLANS
EXAMINER q.
24' is - DATE
r-
nRD c I nIN 'DIVISION F
Ivrvnv v A
PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET ASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THEBUILDINGOFFICIALFROMTHEREAFTERREQUIRING
CONSTRUCTIONOR VIOLATIONS OF THIS CODE w_
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Contractor
Name and Address Project Name and Address Subdivision Thombrooke
These
plans are in compliance with the 6th edition, 2017
Florida Building Code, and the Aluminum Association
of Florida Standards is
LVEAR
1710
Premier Row, Orlando, FL 32809 Office: (
407) 363-9800 Fax: (
407) 985-2815 Email:
SilverTrend@cfl.rr.comTAYLOR
MORRISON LOT
000228 564
Red Rose Ln. Sanford,
FL. 32771
Date
09/
14/2018 Scale
1/
UNLESSSS
NOTE O
AAF GU/DE TO ALUM/NUM CONSTRUCT/ON /N 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: 564 Red Rose Ln. Sanford, FI. 32771 140UltimateWindSpeed mph
Builder: Silver Trend Inc Date: 9 14 2018
Nominal Wind Speed mph
Overall Dimensions: Length: 9-0 (ft) Width
14'-4° (
ft)
Structure is attaching to: conc block
Height @ Attachment: 8'-2, (ft) Attaching to: Concrete Lumber Other
Overall Height 8'-4" (ft)
Wails Supporting Guard Rai/
A) Select Girt : (Table 301_page )
Load Width: Span Select
B) Select Column: (Table 302_ page )
Load Width: Span Select
Wails Not Supporting Roofor Guard Rai/
A) Select Girt : (Table 302_page )
Load Width: 4'-5" Span T-0,. Select 2x2
B) Select Column: (Table 302_page )
Load Width: 4'-5° Span 8,_2„ Select 2x3
Exposure: 0 B C D
Chapter 3 - Screened Walls & Balconies- Exposure B
c
a
0JY.
W
a_
g
z_
Ja
W
O
O
NN_
EL
zW
3
W The number in parenthesis denotes bad condtion for walls not supporting falling. For walls with raging the default Is load condition 2
f-
0
tz
3
z
o:
O
wJO
z
r; Wv
c
er
a
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Page 3B -11 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.1
EiR
ABowable Spans for Posts in Screen Wags Not Supporting hoofs; ANON Table 3
AAvaxsi3Aa Spans liar li'rts br Screen flYaQs /Y# A{pPovibrgRa gq/Q a e (For Girts Supporting Ralting/Qrards use Table 301)
RESIDBNfIAI OR OOIVDIID3tCIAlJ Far Wind Zone 130 mph Exposure Category 8
For Screen Mesh: 18/14 Windload best Pressure: 12.1
All : 6005T5 / 6061T6 Post S ci d Width
Extrusion/Section 4'-0' 4'•8' S'•0' S'-8" 6'-0' 6'-6" 7'•0' r•6• 8'-0'
2X2X.046' Hollow 6'-11'(1) 6'-8'(1) 6'-6'(1) 6'-3"(1) 5'-11'(1) 5'-8'(1) 5'-5'(1j 5'-3'(1) 5'-1'(1)
3X2X.OSOHollow' r-8'(1) 7'-0'(1) 8'•8'(1) 8'•4'(1) 6'•1'(1) 5'-9'(1) 5'-6'(1) 5'-4'(1) 5'-2`(1)
2X2X.046' Self -Mating Snap T-7`(1) 7'-3'(1) 7'-0'(1) 6'-10'{1) 6'-7"(1j 6'-5'(1) 6'-3'(1) 6'-0'(1j 5'-9'(1)
ZX3X.050" Hollow 9'-s'(1) 9'-z'(1) 8'-10'(1) 8'•s'(1) 8'-1'(1) T-10'(1) T-6•(1) T-3•(1) T-0'(1)
2X3X.046' Self-Ma
tCC
ing Snap 10'-4'(1) 9'-11"(1) 9'-7'(1) 9'•4'(1) 9'-1'(1) 8'-10"(1) 8'•7'(1) 8'•3'(1) 8'-0"(1)
2X4X.050" Follow 12'-1"(1) 11'-5'(1) 10'-10'(1) 10'-4'(1) 9'-10'(1) 9'-6"(1) 9'-2'(1) 8'-10'(1) 8'-7'(1)
2X4X.050' Seif-Mating Snap 13'-1"(1) 12'-7'(1) 12'-1'(1) 11'-7'(1) 11'-1'(1) 10'-r(1) 10'-3'(1) 9'-11'(1) 9'-7"(1)
2X4 Self -Mating Beam 10'-11'(1) 10'-4"(1) 9'-10"(1) 5-4'(1) 8'-11'(1) 8'-7'(1) 8'-4'(1) 8'-0'(1) r-9'(1)
2X5 Self -Mating Beam 13'-10'(1) 13'-1"(1) 12'-5"(1) 11'-10'(1) 11'-4'(1) 10'-10'(1) 10'-6"(1) 10'-1'(1) 9'-10'(1)
2X6 Self -Mating Beam 15'-6"(1) 14'-7"(1) 13'-10'(1j 13'-3'(1) 12'-8'(1) 12'-2"(1) 11'-9"(1) 11'-4"(2) 10'-11`(2)
2X7 Self-Matl Beam 17'-7'(1) 16'-7'(1) 15'-8'(1) 14'-11'(1) 14'-4"(2) 13'-9"(2) 13'-3"(2) 12'•10'(2) 12'-5'(2)
2X8 Self-Matl Beam 28'-3`(z) 27'-2"(2) 26'-3"(2 25'-5'(2) 24'-8"(2) 23'-10"(2) 22'-11'(2) 22'-2'(2) 21'-5'(2)
AOowable Spans for Posts in Screen Wars tlbt Supporting tZoofs; ANOi, Table 302
A tar Gii^fs it Spren tWat>4 Abt 3iq p arrin91Pedrrg/Arards (For (arts Supporting Ralling/Qiards use Table 301)
Ii Sl M1AL OR OdligVlEi>K'dAL) For Wind Zone 140 mph Exposure Category B
For S Mesh: 18/14 Windbad Design Pressure: 14.3
Alloy- . 6005T5 / 6061T6 Post S d d Width
Extrusion/Section 4'-0' 4'-8' S'-0' S'-8' 6'-0' 8'-6' 7'-0" 7'-6' 8'-0'
2X2X.046' Hollow 6'-7'(1) 8`-4'(1) 6'-1'(1) 5'-9'(1) 5'-6'(1) 5'-4'(1) 5'-1'(1) 4'•11'(1) 4'-9'(1)
3X2X.050Hoilow' 8'-10'(1) 6'-6'(1) 6'-2'(1) 5'-10'(1) 5'-7'(1) 5'-5'(1) 5'-2'(1) 5'-0'(1) 4'-10'(1)
2X2X.046' Self -Mating Snap 7'-2'(1) 6'-11'(1) 6'-6'(1) 6'-5'(1) 6'-2'(1) 5'-11'(1) 5'-9"(1) 5'-6'(1) 5'-4"(1)
2X3X.050' Follow 8'-11"(1) 8'-r(1j S'-2'(1) T-9'(1) T-5'(1) r-2•(1) 6'•11'(1) 6'-8'(1) 8'-5'(1)
2X3X.046' Self-MatiSnap 9'•9'(1) 9'-5'(1) 9'-1'(1) 8'-10'(1) 8'•6'(1) 8'-2•(1j 7'-10'(1) T-7'(1) 7'-4'(1) 2X4X.
050' Follow 11'-1'(1) 10'-6'(1) 9'-11'(1) 9'-6'(1) 9'-1'(1) 8'-8"(1) 8'-5'(1) 8'-1'(1) T-10'(1) 2X4X.
050' Self-Ma tLa ingSnap12'-5`(1) 11'-9'{1) 11'-1'(1) 10'-7'(1) 10'-2'(1) 9'-9"(1) 9'-5'(1) 9'-1"(1) 8'-10'(2) 2X4
Self -Mating Beam 10'-1'(1) 9'-6'(1) 9'-0'(1) 8'-7"(1) 8'-3'(1) r-11'(1) 7'-7'(1) r-4"(1) 7'-2"(1) 2X5
Self -Mating Beam 12'-9'(1) 11'-11"(1) 11'-5'(1) 10'-10"(1) 10'-5"(1) 9'-11'(1) 9'-r(1) 9'-3'(1) 8'-11'(2) 2X6
Self-AAa Beam 14'-3"(1) 13'-5`(1) 12'-9'(1) 12'-2'(1) 11'-B'(1) 11'-Z'(2) 10'-9'(2) 10'-5'(2) 10'-1'(2) 2X7
Self -Mating Beam 16'-1'(1) 15'-2'(1) 14'-5"(z)13'-2'(2) 12'-8•(2) 12'-2'(2) 11'-9'(2) 11'-5'(2) 2X8
Self-Matl Beam 26'-B'(2) 25'-8`(2) 24'-9'(2) 23'-9'(2) 22'-9'(2) 21'-10'(2) 21'-1'(2) 20'-4'(2) 19'-8'(2) lia
AOowable
Spans for Posts in Screen Wars tlbt Supporting tZoofs; ANOi, Table 302 A
tar Gii^fs it Spren tWat>4 Abt 3iq p arrin91Pedrrg/Arards (For (arts Supporting Ralling/Qiards use Table 301) Ii
Sl M1AL OR OdligVlEi>K'dAL) For Wind Zone 140 mph Exposure Category B For
S Mesh: 18/14 Windbad Design Pressure: 14.3 Alloy- .
6005T5 / 6061T6 Post S d d Width Extrusion/
Section 4'-0' 4'-8' S'-0' S'-8' 6'-0' 8'-6' 7'-0" 7'-6' 8'-0' 2X2X.
046' Hollow 6'-7'(1) 8`-4'(1) 6'-1'(1) 5'-9'(1) 5'-6'(1) 5'-4'(1) 5'-1'(1) 4'•11'(1) 4'-9'(1) 3X2X.
050Hoilow' 8'-10'(1) 6'-6'(1) 6'-2'(1) 5'-10'(1) 5'-7'(1) 5'-5'(1) 5'-2'(1) 5'-0'(1) 4'-10'(1) 2X2X.
046' Self -Mating Snap 7'-2'(1) 6'-11'(1) 6'-6'(1) 6'-5'(1) 6'-2'(1) 5'-11'(1) 5'-9"(1) 5'-6'(1) 5'-4"(1) 2X3X.
050' Follow 8'-11"(1) 8'-r(1j S'-2'(1) T-9'(1) T-5'(1) r-2•(1) 6'•11'(1) 6'-8'(1) 8'-5'(1) 2X3X.
046' Self-MatiSnap 9'•9'(1) 9'-5'(1) 9'-1'(1) 8'-10'(1) 8'•6'(1) 8'-2•(1j 7'-10'(1) T-7'(1) 7'-4'(1) 2X4X.050'
Follow 11'-1'(1) 10'-6'(1) 9'-11'(1) 9'-6'(1) 9'-1'(1) 8'-8"(1) 8'-5'(1) 8'-1'(1) T-10'(1) 2X4X.050'
Self-Ma tLa i ngSnap12'-5`(1) 11'-9'{1) 11'-1'(1) 10'-7'(1) 10'-2'(1) 9'-9"(1) 9'-5'(1) 9'-1"(1) 8'-10'(2) 2X4 Self -
Mating Beam 10'-1'(1) 9'-6'(1) 9'-0'(1) 8'-7"(1) 8'-3'(1) r-11'(1) 7'-7'(1) r-4"(1) 7'-2"(1) 2X5 Self -
Mating Beam 12'-9'(1) 11'-11"(1) 11'-5'(1) 10'-10"(1) 10'-5"(1) 9'-11'(1) 9'-r(1) 9'-3'(1) 8'-11'(2) 2X6 Self-
AAa Beam 14'-3"(1) 13'-5`(1) 12'-9'(1) 12'-2'(1) 11'-B'(1) 11'-Z'(2) 10'-9'(2) 10'-5'(2) 10'-1'(2) 2X7 Self -
Mating Beam 16'-1'(1) 15'-2'(1) 14'-5"(z)13'-2'(2) 12'-8•(2) 12'-2'(2) 11'-9'(2) 11'-5'(2) 2X8 Self-
Matl Beam 26'-B'(2) 25'-8`(2) 24'-9'(2) 23'-9'(2) 22'-9'(2) 21'-10'(2) 21'-1'(2) 20'-4'(2) 19'-8'(2) lia lia
COPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA
a) cm
CD
w
w
SIZE VARIES
C6
C8 POST SPACING
c3 g REFER TO TABLE 304G
v
m HOST STRUCTURE HOST STRUCTURE
O
c: low IMF c7
9 1" X 2" VERTICAL @ POST/COLUMN
C
PERIMETER (TYPICAL) 1" X 2" OB PERIMETER SELECT PER TABLE 304 j wBYWINDZONE
n j C4 CS CHAIR RAIL (GIRT)
Z / 3 3 DESIGNED USING TABLE 301
j0 OR 304 BY WIND ZONE j pCD
c = 3 ° n.
cl)f if f
E5= IQCKPLATE RAIL (GIRT) k m
DESIGNED USING TABLE 301 tn ^
z OR 304 BY WIND ZONE
uil
KICKPiATE / HEIGHT VARIES
iii iiiiiiiiiii,iiiii,iiii i, „i„ii,,,,,,,,,,,iiii ii i, „ ,,iiiiiiiiiiiiiii,i , V
Z
v
FOUNDATION NDATION
rn
NC3 C3
3 3 3N
O
A
m
s SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING R00F1
N
O
im
lim
Chapter 3 - Screened Walls & Balconies
2 OB @ PERIMETER I 1 I
R TO NOTE #1- TallS 1)
I III
II
II II
II
I I LCAL1"X16" ANGLES 2" L04
X112" LONG S.M.S. T
EACH SIDE, TOP
LX2 OB @ PERIMETERS I
TO TE #1- SI
10 S.M.S. FROM
11 FACE OFIX2OB
SCREW SPLINES C
I I (i" EMBEDMENT N
All I
REFER TO N01
r—#1- THIS SHE
PICKETS MAY BE 1- SQUARE
ISN# 5) AT 4-7/8" (Max) O.C.
OR, 3A' SQUARE (ISN# 13)
AT 4-S/8- (MAX) O.C. (SEE
FASTENING NOTE BELOW)
Xto
NOTE #1: USE Y4"0 X 3" LONG LAGS INTO
WOOD HOST AND Y4"0 X 2Y4- LONG
CONCRETE SCREWS INTO CONCRETE OR
MASONRY CONSTRUCTION(V EMBEDMENT
TYPICAL)/ SPACING 24" O.C. AND WITHIN
4" OF EACH PERPENDICULAR MEMBER
PICKETS MAY BE 1- SQUARE
ISN# 5) AT 4-7/8" (Max) O.C.
OR, 3A' 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 #10 S.M.S. 1" EMBEDMENT
NOTE #2: IN SCREEN WALLS
WITHOUT GUARDRAILS, PICKET'S
NOT PRESENT. ALL OTHER
ATTRIBUTES OF DETAILS APPLY.
PARTIAL ELEVATIONS / iX2 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 44n PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
Chapter 3 - Screened Walls & Balconies
1 X 2 OB PERIMETER FASTEN PER NOTE #1
1- X 1- 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, 34" SQUARE (ISN# 13)
AT 4-5/8" (MAX) O.C. (SEE
I (
FASTENING NOTE BELOW)
II i!
II II
41 I
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 (V EMBEDMENT MINIMUM)
SELF-M 71NG HORIZONTAL (GIRT)
F TYPICALLY HOLLOW SECTION W/O GUARDRAIL)
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
ISN# 5) AT 4-7/8" (Max) O.C.
I I OR, 3A- SQUARE (ISN# 13)
I I 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 3A" PICKET.
w
w
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
Chapter 3 - Screened Walls & Balconies
1" X 1" X 1/8' ANGLES 2" LONG WITH
2 - #10 X Ur LONG S.M.S. AT EACH LEG
TYPICAL EACH SIDE, TOP & BOTTOM)
HOLLOW UPRIGHT
1' X 2-1/4' X 1/8"
RECEMNG CHANNEL
r—GIRT OR CHAIR RAIL
I I PICKETS MAY BE 1" SQUARE USN# 5) I I I
AT 4-7/8' (Max) O.C. OR, %- SQUARE I I I
I O.C. C (SEE
FASTENING NOTE BELOW) I 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 HOLLOW
GIRT (1-1/2' EMBEDMENT MINIMUM)
SELF MATING POST
r-GIRT OR CHAIR RAIL
I I I I PICKETS MAY BE 1" SQUARE (ISN# 5) ( I
I I AT 4-7/8' (Max) O.C. OR, MA' SQUARE I IISN# 13) AT 4-5/8" (MAX) O.C. (SEE IIIFASTENINGNOTEBELOW)
CONNECTION W/ CONCEALED FASTENERS
C5
3
I PICKET FASTENING: #10 SMS BY 1" EMBEDMENT
INTO PICKET SCREW SLOT(S), 2 EACH END FOR
I' PICKET, 1 EACH END FOR 34" PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
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)
REFER TO NOTE #1- THIS SHEET
NOTE #1: USE 3/8" 0 X 3" LONG LAG SCREWS INTO
WOOD HOST AND 3/8" 0 X 2Y4" LONG CONCRETE
1 X 2 OB @ PERIMETER SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION
1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN
4" OF EACH PERPENDICULAR MEMBER
CONNECTION WITH EXPOSED FASTENERS
REFER TO NOTE #1- THIS SHEET
2- # 10 S.M.S. FROM INSIDE FACE OF
1 X 2 OB INTO SCREW SPLINES OF 1
X 2 OB (1" EMBEDMENT MINIMUM.)
REFER TO NOTE #1- THIS SHEET
1 X 2 OB @ PERIMETER
PARTIAL ELEVATIONS / W TO 1X2 CONNECTIONS
w
Page 3 - 9 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
Chapter 3 - Screened Walls & Balconies
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 BY WIND ZONE
NOTE #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
0" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN
4" OF EACH PERPENDICULAR MEMBER
POST END TO HOST FASTENING C8
PARTIAL ELEVATION @ SCREEN FACE) 3
NOTE: IN SCREEN WALLS WITHOUT PICKETS MAY BE 1" SQUARE (MN# 5) GUARDRAILS, PICKETS NOT PRESENT. ALL AT 4-7/8' (Max) O.C. OR, Vi- SQUAREOTHERATTRIBUTESOFDETAILSAPPLYLS7V# 13) AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW) _ A
S CT C N AND ' END I
FAS ENING TIO 4ETE302BYW Ix 2" " AN OC4S.M
SIDE
1S. II (
I SCREEN ;;;
I I I /810 CONCRETE AMPC 0t W/2" MIN. EMBEDMENT (
FOR NDITION 1) CH
10 SMS X 1-1 " G
INTO SOLE PIAI 1X2 0 PLATE 4
ApPROYEDOOPICREf ANt]iORS .. . •• 24°'
Q Cc AND 11}fl T14N $' OF OONNECTING MEMBERS(
2.EM8EQ EKfTYPICAI)'' • POST
TO FOUNDATION FASTENING C7 PARTIAL
ELEVATION @ SCREEN FACE) 3 PICKET
FASMING: #10 SMS BY 1' EMBEDMENT MID
PION SCREW SLOTS), 2 EACH END FOR 1"
PICKET, 1 EACH END FORWPICKET. AAF
GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
DESCRIPTION 'AS FURNISHED: Lot 228, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages
70 thru 71, Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc.
IOWA AVENUE
R/W VARIES)
N 89058' 00" E
80.76'
70' L4NDIPE, WALL & FENCE ESMT.
I 26.63'
Ll 32.16'
37.22'
A/C O
A/CO 18.38'
VERSO rn
16.08, CO9go
14.
14.69' LOT 228
N
RE510p51rE
PRMODEE
Wo 2 CPA
tp
s 50
LOT 227 N `
40
i. E 2Y
K7YR
16
5.29' 48.
25. i
CITY 1-T
SEP 19 1 v/e
1
Ole fa /h S1w 11 Irrj-,,
1.-ram•
7.57'
LOT 229
D=10'30'48•
R=100.00'
L=18.35'
P.C.
ON LOT AREA CALCULATIONS.
D=18°24'S2" LOT - 7,277 SQ.FT.
LIVING = 1,467 SQ.FT.
R=100.00' GARAGE = 455 SQ.FT.
139 FTSQ.FT. L=32.14' LANAI=
C_ r 2 OO BREEZEWAY = N/A SQ.FT.
DRIVEWAY = 405 SQ.FT.
CB=S 70014'46" W A/C PAD = 18 SOFT.
WALKWAY = 70 SQ.FT.
IMPERVIOUS= 36.1
RED R O0 -1c, LANE' 2.652SOD = 4 652
SQ.FT.
SOFT.
OFF OT AREA CALCULATIONS.
OQ 50' UTILITY & ACCESS R/W) TRACT 1 R/W = 252 SQ.FT.
Q PROPOSED = FINISHED SPOT GRADE ELEVATION APRON = 53 SQ.FT.
PER DRAINAGE PLANS BUILDING SETBACKS: PLOT PLAN ONLY* SIDEWALK = 159 SQ.FT.
V= PROPOSED DRAINAGE FLOW FRONT = 25' NOT A SURVEY) SOD40 SOFT.
LOT GRADING TYPE A
PROPOSED F.F. PER PLANS = 22.4'1't7
REAR = 15'
SIDE = 5.0' PROPOSED INFORMAITON SHOWN
A A !:;:-
AREA = 7,529 SQ.FT.
SIDE CORNER = 10' BASED ON SUPPLIED PLAN DRIVEWAY = 458 SQ.FT.
PROPOSED GRADE PER CONSTRUCTION PLAN AND/OR INSTRUCTIONS PER SIDEWALK = 229 SO.FT.
CLIENT NOT FIELD VERIFIED SOD = 4,692 SQ.FT.
GRUSETNMEYYETR—SCOTT ASSOC, .INC. — LAND SURVEYORS
LEGEND - LEGEND -
P a PLAT P.O.L. . POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
r FIELD TYR = TYPICAL Norm
TP. • IROR PIPE PR.C. POINT OF REVERSE CURVATURE
LA. . IRDN ROD Pt.0 . POINT OF COPOUND CURVATURE 1. THE LMERMONED DOS HERFHY CERRFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACnCE SET FORTH BY THE FLORIDA BOARD OF
rK CONCRETE RAIL RADIAL SURVEYDRS AND µ,APPp IN CHAPTER SJ-17 FLOP" ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES
2. UNLESS EMBOSSED WITH SURVEYORS SNi1NTURE AND OR AL RAISED SEAL THIS SURVEY ANP OR COPIES ARE NOT VAUD. SET LR. SLD 4NTSEaIre1Rw/BLH 596 NR. • NON -RADIAL REC. .
RECOVERED • POINT M THIS SURVEY WAS PREPARED FROM TITLE 04FORM47TON FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS Cwp.ALPaPOINTOFCALCULATED CALLaCALCULATEDOR AFFECT CBEGINNUXGOMMENCE
JLC. PB.0 .POINT OF COMMENCEMENT PRAA =PERMANENT REFERENCE ImNUMENT MHIS WYEPROPBEEN D AUNDERGROUND4. NOUNOERGROWNDBWROVFMFiNS1NYE BEEN LOCATED UNLESS OTHERWISE SHOWN. t • CENTERLINE
rF. a FINISHED FLOOR ELEVATION N+D
a NAIL L DISK 831.. BUILDING. SETBACK LINE B THIS
SURVEY' 13 PREPARED FOR THE SOLE BENEFIT OF THOSE CET(IIFED TO AND SHOULD NOT BE REUM UPON BY ANY OTHER ENRTY.. R/V .
RIIDR-IT-WAY RK . BENCHMARK 6. OAQMONS SHOWN FOR THE LOCATNIN OF OWROYMEINS HEREON SHOULD NOT SE USED TO RECONSTRUCT BOI/NOARY LINES. ESFIT. a
EASEMENT B.B. . BASEDEARING(B•e•J7. BFARIF+Y. AFL EASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING DRADI. . DRAINAGE
ETIYATIONS. IFSHOWN, ARE BASED Oi N411 . OEDOEIIC DATUM OF 19". UNLESS OTHERIWSE NOTED UTIL. • UTILITY
9. CERIMATE OF AUIINR7ATION No. 4596. CLFC = CHAINLINKFENCEVD,r •
A/mD FENCE Pr_ POINT
CONCRETE CURVATURESCALE --- 1- - 20 DRAWN BY: eer P.T. •
POINTOF TANGENCY DESK DESfRiP1I0N
CERTIFlED BY: DATE ORDER No. IUS i
a
ARC LENGTH PLAT PLAN 05-17-2018 3136-18 DELTA CHORD
a • CHORD
NORTH THIS BUILDING/
PROPERTY DOES.NOT LIE WITHIN THE ESTABLISHED
100 YEAR FLOOD PLANE AS PER FIRM' TOM CRUSENM R. R. S. / 4714 ZONE X-
MAP / 12117C 0055 F NAME SCOTT, 4801
REQURREIlD OTSPEcCTION SEQUENCE
i 1 @i ID11GI PERM, i7
u
Min7 IIDescni Lion '
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab / Mono SRab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing '— WaUs-
Sheathing Roof
Roof Dry In
Frame
Insulation, Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / ,Siding
Insulation Final
Final Utility; Building
Final Door
Final Window
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre: Demo
Final Demo
Final Single !F-amily: Resdencet ;.
Final. Building Other
I WcQ' icAo, .I2'lERMI _ I
Iin Max in action Description' Electric.
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final 1µ]
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nn ecti®nn lme§cni ti®nn Plumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final min
I max Gas
Underground Gas
Rough LEES _ Gas Final