552 Red Rose Ln; 18-3955; SCREEN ROOMCITY OF
Sk 4FORD
DEPARTMENTFIRE
SEP 18 2018 Building & Fire Prevention Division
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 1252.00
Job Address: 552 Red Rose Ln. Sanford, FL 32771 Historic District: Yes NoFv/1
Parcel ID: 21-19-30-510-0000-2250 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 Resident of,property7NO Maitland
FL 3.2751 { City, State Zip 4 ,. " e Y
cContractor
InformatiorV` Name
Jose'Julio'Da S 1ya„ , n Phone '407-363=9800 Street:
1710 Premier Row Fax: City,
State Zip: Orlando, FL 32809 Name:
Street:
City,
St, Zip: Bonding
Company: Address:
State
License No.: Architect/
Engineer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
SCC131149963
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: 61h 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 sluch 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.
i e of O gent Date
P
Pr nY Okvner/Agent's Name
Lure of actor/Agent Date
Print Contractor/Agent's Name
911% 12o )S
Sign re of Noa- to e o.f Florida natur of tar -State o orida Dates
r ---
srvo"• PAOLAANOREAVELAZQUEZ
MY COMMISSION#GG153206 <e`"' PAOLAANDREAVEtAZQUEZ
EXPIRES: February19, 2022 ,. MY COMMISSION # GG 153206 P
god Thtu Notary public Uncferyntters EXPIRES: February 19, 2022 tEOP.• P'lpo: F
Bonded ThN Nc PubUc Ihtderwtl0ers Owner`
gen rs _Personally Known to Me or Con n to Me or Produced
ID Type of ID Produced ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction
Type: Occupancy Use: Flood Zone: Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS:
ZONING: A016 6UTILITIES: WASTE WATER: ENGINEERING:
FIRE: BUILDING: `5r- Q" 2,64 COMMENTS:
O{C .f-y Insiwll Sciesn ime er+s aI` rear lane, a< S"v% o.. ?1an Revised:
January 1, 2018 Permit Application
9/13/2018 SCPA Parcel View: 21-19-30-510-0000-2250
Al, I CrA Property. Record Card
Parcel: 21 -19-30-510-0000-2250
Property Address: 552 RED ROSE LN SANFORD, FL 32771
Parcel Information Value Summary
Parcel 21-19-30-510-0000-2250
Owner(s) TAYLOR MORRISON OF FL INC
Property Address 552 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
I
NN
225
120.51
LO
00
M Or) A
Legal Description
LOT 225
THORNBROOKE PHASE 4
PB 81 PGS 70-71
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 0 0
Assessed Value F$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 40,0001 0 $40,000
Schools 40,0001 01 $40,000
City Sanford 40,000 j 01, $40,000
SJWM(Saint Johns Water Management) j $40,000 0 $40,000
County Bonds 0,000 01 $40,000
Sales
Description Date Book Page Amount ---Qualified —Ty—.dhm—p
No Sales
Rnd Comparable I-s
Land
Method FUnits Price Land Value FrontageDepthILOT
I 1 $40,000.00 $40,000 iiu7ldIngInformation
Permits Permit #
Description
Agency Amount CO Date PermitDateDate http://parceidetail.scpafi.
org/ParcelDetailinfo.aspx?PID=21193051000002250 112
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 018299 Order Status: Received
Builder Status: Permit Number: Not Available
Job: 000225 552 Red Rose Lane
Job Start Date: 6/12/2018
lob Address
552 Red Rose Lane
Sanford, FL 32771
Plan / Elevation / Swing:
G301113283 (MARCO (Amesbury)) /
See Start / R
Subdivision / Phase:
Thornbrooke 40s - 16612201 / Phase 0
Lot / Block:
000225 / **N/A**
Billing Information
Thombrooke 40s
2600 Lake Lucien Drive
Suite 350
Maitland, FL 32751
Contact Information:
407) 629-0077
kcarter@taylormonison.com
Detail
Task: Screen Install 133415 [16612201_018299 R]
Requested Start Date: 10/15/2018
Builder SKU Description Order Received
CONTRACT Screen Enclosure 1
with out Kickplate
Lanai
History
From Action SP Status SP Status
Shipping Information
000225_552 Red Rose Lane
552 Red Rose Lane
Sanford, FL 32771
Contact Information:
Andy D'Ambrosio
407) 467-9302
ad'ambrosio@taylormorrison.com
End Date: 10/15/2018
UOM Unit Price Total
0 EA $868.00 $868.00
Subtotal: 868.00
Tax: 0.00
Total: 868.00
Notes / Additional DateInformation
Q Carrie Order Submitted Submitted Received 9/12/2018
MacLeod (S) 10/15/2018 - (E) 10/15/2018 9:59:52 AM
Job Option Links: View lob Options
https://www.hyphensolutions.comIMH2Supply/OrderslOrderPrt.asp?sessid=D2B47FE16OE84242BDF96FD543257B8C&order_id=125190579,125190... 1 /2
SSEA41NOLE COUNTY MUL TI JUR ISDICTIONAL
LIMITED POWER OF ATTORNEY
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:
552 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 Print or type Notary name
Notary Public - State of
Commission No.
Not a y St-.I) My Commission Expires:
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SANFORD BUILDING DIVISION! p
OT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASE, CANCEL, ALTER OR SET
ASIDE HANY Or THORITYTOEPROTVISIONSOFTHETECHNICALr
8'-4'
m CODES, i JOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTERREQUIRINGACORRECTIONOFERRORSINPLANS, T.
CONSTRUCTION OR VIOLATIONS OF THIS CODE m
b." a. °
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Contractor Name and Address Project Name and Address Subdivision
m Thombrooke
These plans are in compliance with the 6th edition, ACI g ® TAYLOR MORRISON Date2017FloridaBuildingCode, and the Aluminum LOT 000225AssociationofFloridaStandards1710PremierRow, Orlando, FL 32809 552 Red Rose Ln.
08/14/2018
taleOffice: (407) 363-9800
Fax: (407) 985-2815 Sanford, FL 1/
SSEmail: SilverTrend@cFl.rr.com 32771 NO' UNLESS NOTED
AAF GU/DE TO ALUM/NUM CONSTRUCT/ON /N HIGH WIND AREAS
Chapter 3/Screen Walls & Balconies
Homeowner:
Taylor Morrison
Designer:
Alexander Medina
Site Address: 552 Red Rose Ln. Sanford, FI. 32771
Builder: Silver Trend Inc Date: 9 / 14 2018
Overall Dimensions: Length: 6-8 (ft) Width
16'-0"
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
B) Select Column: (Table 302_ page )
Load Width: Span
Wails Not Supporting Roof or Guard Rai/
A) Select Girt : (Table 302_page )
Load Width: 6'_8.. Span T_0.. Select 2x2
B) Select Column: (Table 302_page )
Load Width: 6'-8" SDan 8'-2.. Select 2x3
AAF Guide as Referenced by:
F.B.C. B 2002.4.1 &
F.B.C. R 301.2.1.1.1
Ultimate Wind Speed 140 mph
Nominal Wind Speed mph
Exposure: B C D
Chapter 3 - Screened Walls & Balconies- Exposure B
c
a
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Na
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a
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0
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d
Wa
2W
3
The nunteer in parenthesis denotes load condition for wails not supporting railing. For walls with railing the default Is load cwdition 2
f-
0
x
3
z
0
WJ
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a The number in parenthesis denotes load condition for walls not supporting racing. For wails with rolling the default is load condition 2
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Page 3B -11 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.1
ABowable Spans for Posts irf Screen Wads Riot Support6 g Roofs; AII®I, Table 302c
Adbx bAt Spans /cir t'rts br Screen HFa@r 113rt 6zg/Pa g/Qisrd's (For Guts Supporting Railing/Guards use Table 301)
RESIDl 11r1A1 Cot OQMBVf13tCIAU For wind Zone 130 mph Exposure Category 8
For Screen IWesb: 18/14 Wlrtdload Design Pressure: 12.1
Alloy. 6005T5 / 6061T6 Post S cl ad width
Extrusion/Section 4'-0' 4'-6' S'-0' 5'-6" 6'-0' 6'-6' T-0' T•6' 8'-0'
2X2X.046' Follow 6'-11"(ij 6'-8'(1) 6'-fi"(1) 6'-3"(1j 5'-11"(1) 5'-8"(1) 5'-5•(1) 5'-3"(1) 5'-1'(1)
3X2X.OSOFbIIOw' 7'-6"(1) J'-0'(1) 6'•8'(1) 6'-4'(1) 6'-1'(1) 5'-9"(1) 5'-6'{1) 5'-4'{7) 5'-2'(1)
2X2X.046' Self -Mating Snap T-T"(1) T-3"(1) T-0'(1) 6'-10'{1) 6'-7"(1j 6'-5'(1) 6'-3'(1) 6'-0'(1) 5'-9'(1)
2X3X.050" Hollow 9'-6'(1) 9'-2'(1) 8'-10"(1) 8'-6'(1j 8'-1'(1) 7'-10"(1) 7'-6'(1) 7'-3'(1) 7'-0"(1)
2X3X.046" Self -Mating 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" Hollow 12'-1"(1) 11'-s"(1) 10'-10•(1) 10'-a'(1) 9'-10•(1) 9'-6"(1) 9'-2'(1) 8'-10'(1) 8'-T(1)
2X4X.050' Self -Mating Snap 13'-1"(1) 12'-T'(1) 12'-1"(1) 11'-7'(1) 11'-1"(1) 10'-7"(1) 10'-3"(1) 9'-11"{1) 9'-7'(1)
2X4 Self -Mating Beam 10'-11'(1) 10'-4"(1) 9'-10"(1) 9'-4`(1) 8'-11'(1) 8'-7"(1) 8'-4'(1) 8'-0'(1) 7'-9"(1)
2X5 Self -Mating Beam 13'-10'(1) 13'-i"(1) 12'-5"(1) 11'-10'(1) 11'-4'(1j 10'-10"(1) 10'-6"(1) 10'-1'(1) 9'-10'(1)
2X6Self-Matl Beam 15'-6"(1) 14'-T'(1j 13'-10'(1) 13'-3'(1) 12'-B'(1) 12'-2"(1) 11'-9"(1) 11'-4"(2) 10'-11"(2)
2X7 Self -Mating Beam 7"(1)16'7"(1) 15'-8"{t) 14'-11"(1) 14'-4'(2) 13'-9"(2) 13'-3"(2) 12'-10"(2) 12'-5'(2)
2X8 Self-MaliBeam-3'(2) 28' 27'-2'{2) 2fi'-3"(2) 25'-5'(2) 24'-8'(2) 23'-10"(2) 22'-11'(2) 22'-2'{2) 21'-5'(2)
ABowabk Spans for Posts 6r Screen Wars 11bt Supporting Roofs; AID, Table 302
Adbwabu6t Spans for C4irts it Screen i alb: Rot St jpartbg Ratffig/l?rds (For Guts Supporting Ralltng/Guards use Table 301)
RESIDEMIAL OR OO6NWERGAI,] For Wlnd Zone 140 mph Exposure Category B
For Screen Illlestt: 78/14 Wirtdloed Deli Pressure: 14.3 s
Alloy: 6005T5 / 6061T6 Post S do Load Width
Extrusion/Section 4'-0' 4'-6' 5'-0' 5'-6' 6'-0" fi'•fi' 7'-0' 7'-6" 8'-0'
2X2X.Oafi• Hollow 6'•7"(1) fi'-4'(1) 6-1'(1) 5'-9'(1) 5'-6'(1) 5'-4'(1) 5'-1'(1) 4'-11'(1) 4'-9'(1)
3X2X.050 Follow • fi'-10'(1) 6'-6'(1) fi'-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'-ti'(1) 6'-8'(1) 6'-5'(1) fi'-2'(1) 5'-11'(1) 5'-9'(1) 5'-6'(1) s'-4"(1j
2X3X.050" Follow 8'•11•(1j 8'-7"(1) 8'-2'(1) 7'-9'(1) 7'-5'(1) T'-2"(1) 6'•11•(1) 6'-8'(1) 6'-5'(1)
2X3X.04fi" Setf•Matl Snap 9'-9'(1) 9'-5'(1) 9'-1'(1) 8'-10'(1) 8'-fi'(1) 8'•2'(1) T-10'(1) T-T(1} T-4'(1)
2X4X.050• Hollow 11'-1'(1) 10'-6'(1) 9'-11'(1) 9'-6'(1) 9'-1'(1) 8'-8"(1) 8'-s'(1) 8'-1'(1) 7'-10'(1)
2X4X.050' Self -Mating Snap 12'-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) 7'-11"(1) 7'-7'(1) 7'-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'-7'(1) 9'-3'(1) 8'-11'(2)
2X6 Self -Mating Beam 3'(1) 13'-5'(1) 12'-9'(1) 12'-2'(1) 11'-8"(1) 11'-Z'(2) 10'-9"(2) 10'-5"(2) 10'-1'(2)
2X7 Self -Mating Beam 1"(1)
26"
15'-2"(1) 14'-s"(2) 13'-9'(2) 13'-2'(2) 12'-8'(2) 12'-2"(2) 11'-9'(2) 11'-5'(2)
2X8 Self -Mating Beam 8'(2) 25'-8"(2) 24'-9`(2) 23'-9'(2) 22'-9"(2) 21'-10'(2) 21'-i"{2) 20'-4' 2) 19'-8'(2)
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COPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA
SIZE VARIES
POST SPACING
REFER TO TABLE 304.
STRUCTURE
1" X 2" VERTICAL @ POST/COLUMN / 'o
PERIMETER (TYPICAL) 1" X 2" OB PERIMETER SELECT PER TABLE 304
wBYWINDZONE
C4 CS CHAIR RAIL (GIRT) g33DESIGNEDUSINGTABLE301j OR 304 BY WIND ZONE p
ilt °6 C.
axIQCKPI.ATE RAIL (GIRT) 3 Ea —
DESIGNED USING TABLE 301 ^
OR 304 BY WIND ZONE
I ii> O
NAL IQCI LATE / HQGHT VARI6 „ , , , , , , , , , , , , ,,OPTIONAL IQ QGHT VARIES,'i ,
iii,ii,i,,,,ii,iiiiiiii,
SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF)
l
Chapter 3 - Screened Walls & Balconies
2 OB @ PERIMETER I 1 I
IiR EFER TO NOTE #1- THM S j
II II
I I
II II
11 II
I I LCA1°X1/16" ANGLES 2 Lo
X1/2" LONG S.M.S. TLEACHSIDE, TOP
X 2 OB 0 PERIMETER I
r- TO NOTE #1- 'THIs SI
I I # 10 S.M.S. FROM
I FACE OFIX2OB
I I
SCREW SPLINES C
1" EMBEDMENT N
III I REFER TO NOT
1- THIS SHE
PICKETS MAY BE 1" SQUARE
ISN# 5) AT 4-7/8" (Max) O.C.
OR, %' SQUARE (ISN# 13)
AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
7*c
NOTE #1: USE V4nO X 3" LONG LAGS INTO
WOOD HOST AND Y4"0 X 2Y4" LONG
CONCRETE SCREWS INTO CONCRETE OR
MASONRY CONSTRUCTION (1" 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, 'A' 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. In EMBEDMENT
NOTE #2: IN SCREEN WALLS
WITHOUT GUARDRAILS, PICKETS
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 %" PICKET.
aa
Ix
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0
OI
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
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)
j (TYPICALLY HOLLOW SECTION W/O GUARDRAIL)
NOTE #2: IN SCREEN
WALLS WITHOUT
GUARDRAILS, KacuS
NOT PRESENT. ALL
OTHER ATTRIBUTES OF
DETAILS APPLY.
Kaa:TS MAY BE 1- SQUARE
ISN# 5) AT 4-7/8- (Max) O.C.
OR, VV SQUARE (ISN# 13)
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.
10'
ow
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
Chapter 3 - Screened Walls & Balconies
HOLLOW UPRIGHT c
1" X 1" X 1/8" ANGLES 2" LONG WITH I° X 2-1/4" X IM
Cie
2 - #10 X Ur LONG S.M.S. AT EACH LEG RECEMNG CHANNEL U.
TYPICAL EACH SIDE, TOP 8: BOTTOM) O
z
GIRT OR CHAIR RAIL a
4 z
T W
F
U.
zI
J J I I PICKETS MAY BE i" SQUARE (ISN# 5) I I J I
I I AT 4.7/8" (Max) O.C. OR, 76" SQUARE I I J I V'
O.C.(SEEIIFASTENINGNOTEW) I I
a
47/8" O.C.
NOTE:
z
IN SCREEN WALLS
CONNECTION W/ EXPOSED FASTENERS WITHOUT GUARDRAILS, NOTTS
NOT PRESENT. ALL OTHER w
ATTRIBUTES OF DETAILS APPLY.
O
4 - # 10 S.M.S. FROM INSIDE FACE OF 3POSTINTOSCREWSPLINESOFHOLLOWSELFMATINGPOST
GIRT (1-1/2" EMBEDMENT MINIMUM)
a
z
GIRT OR CHAIR RAIL o
WJ
O
3
z_
i i i i o
WU
O
i
C
J m
I J I I PICKETS MAY BE 1" SQUARE (ISN# 5) J( I J o
I I AT 4-7/8" (Max) O.C. OR, 'A' SQUARE I I I ( o
BELOW)
O.C.(SE: vIIFASTENINGNOTEJI
0
N
CONNECTION W/ CONCEALED FASTENERS
c
PARTIAL ELEVATIONS GIRT TO POST CONNECTIONS C5
3
0
PICKET FASTENING: #10 SMS BY 1" EMBEDMENT
INTO PICKET SCREW SLOT(S), 2 EACH END FOR
1" PICKET, 1 EACH END FOR 34" PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Page 3 - 8
Chapter 3 - Screened Walls & Balconies
w
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 08 C@ 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
MR
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 08 0 PERIMETER
PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS
Page 3 - 9 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
ka
sia
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 2Y4' 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 W[THOUT Piam-Ts MAY BE 1' SQUARE (ISN# 5) GUARDRAILS, PICIXTS NOT PRESENT. ALL AT 4-71W (Max) O.C. OR, 94' SQUAREOTHERATTRIBUTESOFDETAILSAPPLYITV# 13) AT 4-5/8' (MAX) O.C. (SEE
h FASTENING NOTE BELOW) _ A
NN ANDENDTIC jjE302
BY W Iji ' X 2' SIDE 14
I
I SCREEN---
N..,I I /8-0 CONCRETE CN0 W/r MIN. BEDI (
FOR NDITION 1) 1 #
10 SMS X I -if, '.KN 1000 INTOSOLEPIA /-1X2 0 PLATE WWI`
FASMMG: #10 SNS BY r EKBEDMBff INTO
PWOT SCREW SLDT(S), 2 EACH END FOR 1'
PIVU, I E404 END FOR %I PICKY. AAF
GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
DESCRIPTION AS FURNISHED: Lot 225, 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.
PLgDCOIA? 01( UMPAGE *) UNNA NI 1ION ,T BOOKED
U30 ,NO OFCOLON
OSEPNS1 E
r.OpILS SIMP00°12 W.
B 76 E WALK FENCE
EASEMENT DSCAP '
10
20..
63' 35.28' LOT
225 3.
5 17.
26' o
LANAI 30.
0, AxC .
5' 15.
52' O
tir LOT224CA7.
83' 5.
76' R=
100.00' L=
10.62' o S.
P.
C. D=
18'22'30" R=
100.00' L=
32.07' C=
31.93' CB=
S 15'01:20" W PROPOSED
RESIDENCE MODEL:
MARCO ELEV (
INCLUDED) 2
CAR GARAGE RIGHT 0
00
20.
0' 16'
5.20' WALK
DRIVE
25.
3 ' 25.91' 10,
UTIL ESMT REL
Q
PROPOSED = FINISHED SPOT GRADE ELEVATION PER
DRAINAGE PLANS tiff
PROPOSED DRAINAGE FLOW LOT
GRADING TYPE A PROPOSED
F.F. PER PLANS = 22.2' ++ PROPOSED
GRADE PER CONSTRUCTION PLAN ++ WALK
ROSE
LANE 50'
R/W) TRACT I BUILDING
SETBACKS. FRONT =
25' REAR =
15' SIDE =
5.0' SIDE
CORNER = 10' S
EP 1 9s//, o / a1-
reae /ana, of SL,a w o row
i &
CO mLOT
226 O ~
LOT
6,772 SOFT. LIVING
1,589 SQ.FT. GARAGE
399 SO. FT. ENTRY
78 SO. FT. LANAI
707 SQ. FT. BREEZEWAY -
N/A SO. FT. DRIVEWAY
407 SO.FF. A/
C PAD 12 SO. FT. WALKWAY
52 SQ.FT. IMPERVIOUS=
39.0 2.
644 So. FT. SOD
4 1 9R SO FT H/
W 362 SOFT. APRON
SIDEWALK
130
156
SQ.
FT. SO.
FT. PLOTPLANONLY* NOT
A SURVEY) SOD 76 SOFT. PROPOSED
INFORMATION SHOWN BASED
ON SUPPLIED PLAN AND/
OR INSTRUCTIONS PER CLIENT(
NOT FIELD VERIFIED) I AREA
DRIVEWAY
SIDEWALK
SOD
7,
134 537
208
4,
204 SO.
FT. SQ.
FT. SOFT.
SOFT.
CR
USEXHEYER — SCOTT & A S,.S`OC. , ANC — LAND SURVEYORS LEGEND
LEGEND - F
rn POINT sIN LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 IP.
Ilt. DRCN PIK OB1N
ROD PAZ P= TYFICAL POINTOFREVERSE CURVATURE POINT
OF COPOUND CURVATURE RADT
1.
THE UNDERSIGNED DOES ME CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH By THE FLOM BOARD OF RADIAL
PROFESSIVAk SURWYURS AND MAPPERS IN DER SJ-17 FLORIN ADiMSTRI'MECODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET
LP I/rCONCRETE NLD 4ITT TEE' TR r/RLB 459R IQR.RAILNON -RADIAL I L U SS EMBOSSED WITH StR1E1'OR'SSIGNATURE AND pyypy,MMUM SEA. THIS SURVEY MAP OR COPIES ARE NOT %NJ& RSEREC, RECOVERED VP. WPPUDRT J. THIS SURVEY WAS PRM MED FROM 791.E WORhIAAON FURNISHED TO THE SURVEYOR. THERE MAY BE OMER RESTRICTION' PO.&
POUR OF BEGINNING CALL CALCULATED CALCULATEDOR THAT AFFECT INS PROPERTY. PO.
C. POINT W COMMENCEMENT PRM PERNAIR]IT REFERENCE IMMOIT UNDERGROUND 4. NO IRIDFAOAOUMD BIPROA'ELEMS HAVE BEEN LOCATED UNLESS 077ERN115E SHOWN. E
wCENTERLDE FF. FINISHED FLUOR ELEVATION 5. DO SURWY Is PREPARED FOR ARE SOME DEPAY T OF THOSE CEWIMM 70 AND SHOULD NOT BE RELIED UPON BY ARTY OTHER EMTIY. RAILtDTSIvArRSLffiRILDINGSETBACKLINEdDDIENSIORSSHOWNFORTHELOCATIONOFIMPROVEMENTSHEREONSHOULDNOTLIEI= TD AECON57Rl/CT BDIREMRY LINES. T n BASE WMING 7. BFiW M ARE AM ASSUMED MW AND ON THE UNE SHOWN AS BASE WARM (8.8.) MAIL
DRAINAGE a av AT10 mW SNOWK ARE BASE[) ON NATIONAL GEODETIC M1UM OF I=, UMESS OMERWLSE NO= UTU.
OSGVD.MUTILITY CHAINLINKFENCE HOOD
FENCE B.
CERTIFICATE OF AUTHORIZATION Na 459& GB
P.C. CONCRETE BLOCK POINT
OF CURVATURE SCALE — 1' 20 DRAWN BY' q* r P.
T. DESK. POW OF TANGENCY DESORPTION
CERnnED BY.• DATE ORDER No. R
RADIUS n
DARC ELT PLOT PLAN 04-05-18 2094-18 C •
CNmm C.
R.— CHORD REARING THIS
BUILDING/PROPERTY DOE5.N07 UE WTHIN y, THE
ESTASUSHED 100 YEAR FLOOD PLANE AS PER 'F?RM' X. OR R.LS. /v4714
ZONE
K.
MAP j 12117C 0055 F. W. SCOTT, R.LS 4801
REQUIRED INSPECTION SEQUENCE
Nunn l[ns ec¢n®n IlDescri anon.
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab [Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing 'L Walls -
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
Address:
llf.'II$.'e le'IEQ R'1f1L
Nunn Max J<ns ecfnon Dese Lion
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Insane on llDescrn 4n®n
Plumbing Underground
Plumbing Sewer
Plumbing Tub Sete
Plumbing Final
Final Window
Final Screen.Room
Final. Pool Screen Enclosure Nunn Max:llns ection IlDesc n to®:
Mobile Home Building Final Mechanical RoughPre: Demo
Final Demo Mechanical. Final
Final Single !Famil'y Residence ;
Final Building Other
S L,
Min Marx ]inspection. Desc cn 4n®n
Gas Underground
i Gas Rough
Gas Final
R EWS EIID: June 2014
i