3784 Hanworth Lp - BR185-004690 - SCREEN INSERT REAR LANAICITY OF
SkNFORD
b.
FIRE DEPARTMENT
Building & Fire Prevention Division
DEC 5 2018 PERMIT APPLICATION
Application No: J R J ll b qo
Documented Construction Value: $ 511.00
Job Address: 3784 Hanworth Loop, Sanford FL 32773 Historic District: Yes NoFv-(]
Parcel ID: 17-20-31-5VC-0000-0060 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: Permitting Tech
Phone: 407-363-9800 Fax: Email: karenza@silvertrend.us
Property Owner Information
Name Brisson West Project LLC Phone: 407- 692-9820
Street: 3601 Rigby Rd. STE 300 Resident of property?
Miamisburg,, OH 45342City, State Zip: g
Contractor Information
Name Jose Mid-Va. Silva' Phone: 407-363-9800
Street: 1710 Premier Row Fax:
City, State Zip. Orlando, FL 32809 State License No.: SCC131149963
Arch itect/Eng1neer 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. l 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 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.
Viture er/ g Date
1 V/ - -</-y-31
Print Owner/Agent's Name
atu Notary Stao lor Date
MARYSSOL FAQUINI UE
MY COMMISSION # FF 907001
vcc= EXPIRES: August 5 2019
Y; Bonded Th tary Public Underwriters
Owner/-AgentOwner/-Agent is v Fersonalry- nown to Me or Produced
ID Type of ID 06igiatu
ontracto Agent I Date Print
Contractor/Agent's Name Si
ature of otary-State of o a Date i.-
V, INiFLIE MY COMMISSIONF907001a{= EXPIRES:
August 5 2019 Bonded Thnu !
ra Undetrnb. Cont wn
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: .
G. oU15 UTILITIES: ENGINEERING: FIRE:
0 Flood
Zone:
of Stories:
Plumbing - # of
Fixtures Fire Alarm
Permit: Yes No WASTE WATER:
BUILDING: 5F
12-6-t9 COMMENTS: bk :
ti2 Loasfru c4- Sc l ce-n v a &4 S f;. 7 r /&" i Is Revised: January
1, 2018 Permit Application
11 /29/2018
fp* i ISER
se.ew r cawrv, f
SCPA Parcel View: 17-20-31-5VC-0000-0060
Property Record Card
Parcel: 17-20-31-5VC-0000-0060
Property Address: 3784 HANWORTH LOOP SANFORD, FL 32773
Legal Description
LOT 6
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes 2
Taxing Authority I Assessment Value I Exempt Values Taxable Value
County General Fund 78,000 0 ( 78,000
Schools 78,000 t 0 { _ 78,000
City Sanford i $78,000 0 78,000
SJWM(Saint Johns Water Management) $78,000 r 0 78,000
County Bonds 1 $78,000 0 ifff 78,000
Sales
r
Description. Date 0 I Book Page Amount Qualified Vac/Imp
No Sales
Frnd Gomparabte Sales
Method Frontage Depth Units Units Price Land Value
LOT 1 $78,000.00 $78,000
Building Information
Permits -- -- -
j
Permit # Description Agency Amount CO Date Permit Date p
http://pareeldetail.scpafl.org/PareelDetaillnfo.aspx?PID=1720315VC00000060 1/2
NET) PURCHASE ORDER
PHASE/ACTIVITY/DRAW : 451 K SCREEN -IN AREA-COMB.M&L FROM ORLANDO(ORL) Ryan HomesCOMMUNITY
LOT/UNIT
RK KENSINGTON RESERVE VENDOR #/NAME 52776-SILVER TREND INC
BLDG PERMIT#
0006
18-1763 VENDOR ADDRESS 1710 PREMIER ROW ORLANDO FL 32809
MAP/PARCELT#
STREET ADDRESS 3784 HANWORTH LOOP 32773
BLDG SET #/VERSION SSDOO-01 SEASIDE Version 1
BID/
PART # PART DESCRIPTION/BID DESCRIPTION ADJUSTED
HAND QUANTITY UM UN PRICE DISCOUNT
L0403089
L0403129
DOOR SCREEN L/M 3/0
SCREEN LANAI L/M 1.000 EA 5.000 00
L0423259 PERMIT SCREENED LANAI 130.000
1.000
SF93.200
EA 150.000
00
00
TOTALS 00
VENDOR #:
VENDOR: DATE:,
APPROVED BY: SATE:,
TOTAL NUMBER OF PAGES ARE: 1
DELIVERY OF THESE MATERIALS OR LABOR INDICATES AGREEMENT TO THE PRICING AND CONDITIONS HEREIN
PAGE NUMBER : 1
PO# 0014S91442
REPLACES PO#
REPORT DATE 11/27/2018
REPORT TIME 12.00:01
EST GENERATED DATE : 11/27/2018
SALE RATIF. DATE 07/25/2018
TAX TOTAL
00 95.00
00 416.00
00 150.00
00 661.00
SEA4INOLE COUNTY MULTI JURISDICTIONAL
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 10/1 /2018
I hereby name and appoint: Walter Ferreira
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:
i
3784 Hanworth Loop, SANFORD FL 32773
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: Jose hullo DaSllva
State License Number: SCC131149963
Signature of License Holder:
12/3/2019
STATE OF FLORIDA
COUNTY OF
The foregoing instrument wasacknowledgedbefore me this day of f , s, 20 ,
by .t: & Q CeG i/ who is U-150eovally known to me or who
has produced and
who did (did not) t an oath. a, -
6 nature
of Notary MARYSWL
FA4UINI LIE MY
cOMMISSION # FF 907MI p
EXPIRES: August 5, 2019 d•
gp,d d Thru, No1?iY Pubfie Undenrtilers as
identification Pint
or type Notary fiame Notary
Public - State of ! w
Commission
No. FF My
Commission Expires: ./ii 5
REQUIRED ANSI EcC•TI<ON SIEG
1f IP:Ec • I O. _ tj / Q rN
P .I575L , IIDENGs P1BR1 UT j 1
IIIlIl . Footer /
Setback Stemwall
Foundation /
Form Board. Survey Slab /•
Mono Slab- Pte our Lintel /
Tie Beam / FilI / Down Cell Sheathing '—
Wal1•s Sheathing
Roof Roof
DryIn Framer
Insulation
Rough In Firewall
Screw Pattern Drywall /
Sheetrock Lath
Ins ection Final
Solar Finar
Roof .j; Final
Stucco. / ,Siding Insulation
Final Final
Utility; Building - Final
Door Final
Window cx
o Final Screen.Room Final.
Pool Screen Enclosure Mobile
Home Building Final Pre:
Demo Final
Demo Final
Single Family Residence. Final.
Building Other i
i .
i
l
1IIlIlIl max lmescrl don Electuc.
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final i
i
tlR
NF'eIMN' • k' Min
Max 7k',!!
q' } W7 • r Y Cil11i• ±±((ww r\.l4V,+sa4Yl Jv1Cl jN . y-1 Ny ry}ti ^L'd.V IM .t,,,l,,f IS•7, YN''/P=Rf lmsprecflom ]
fDescrA2d®n Plumbing
Underground • ' • Plumbing
Sewer . Plumbing
Tubr Set Plumbing
Final i
i
x`'
L11Gl,L:ViY'CVLV.'V:iN1iJ[(1C/lal`7WQLL Minn
Max -Inns ecoonn D*escripfionnMechanical
Rough Mechanical.
Final I
min
Max ms1pection. Desesi t oim Gas
Underground• Gas
Rough Gas
Final RIEV]
rSIED: June 2014
N Z
0,
r
0m0'
0z
Z
c)
z=- 0
mm
m
DZ
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
DATE
G
g 4690
RECORD COPY
ie
IN
Im
SA(VFORQ Qt Li NGi.Q iSI—ON
A PERMIT ISSUED SHALL. i : )PiS''RUED TO BE A
LICENSE TO PROCEED WITH T, -E: INORK AND NOT AS
AUTHORITY TO VIOLATE, CAINCEL. ALTER OR SETASIDEANYOFTHEPROVISION : OF- THE TECHNICAL
CODES, NOR SHALL ISSUANCE nr :, PERMIT PREVENT
THE BUILDING OFFICIAL :ROn/! THEREAFTER
REQUIRING A CORRECTION OF =RRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE
q
q
1 x2
T
ND
N
N
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q.
U
2x3 UPRIGHT
qDOORTBDNN
2x3 UPRIGHT
7
xr D
N
N xx
N r N
D
1 x2 q
q
3'-0" 5'-4„
8'-4"
Contractor Name and Address Project Name an]Addresps
plans are in compliance with the 6th edition,
Florida Building Code, and the Aluminum
of Florida Standards
ER I @ elf®
1710 Premier Row, Orlando, FL 32809
407) 363-9800
407) 985-2815
Email: SilverTrend@cfl.rr.com
Brisson WestTheseProjectsLLC2017LOT0006Association3784HanwoOffice: Sanford, FLFax:
32773 g
r
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:
Brisson West Project LLC
Designer:
Alexander Medina F.B.C. R 301.2.1.1.1
Site Address: 3784 Hanworth Loop Sanford ,FI.32773 140UltimateWindSpeed mph
Builder: Silver Trend Inc Date: 12 / 22 2016
Nominal Wind Speed mph
Overall Dimensions: Length: (ft) Width
15'-8" (
ft)
Structure is attaching to: conc block
Height @ Attachment: 8'-2., (ft) Attaching to: Concrete V Lumber Other.
Overall Height 8'-4" (ft)
Walls Supporting Guard Rail
A) Select Girt : (Table 301_page )
Load Width: Span Select
B) Select Column: (Table 302_ page )
Load Width: Span Select
Wails Not Supporting Roof or Guard Rail
A) Select Girt : (Table 302_page )
Load Width: 6-4 Span 5-4 Select 2x2
B) Select Column: (Table 302_page )
Load Width: 6-4 Span 8'-2" Select 2x3
Exposure: B C D
Chapter 3 - Screened Walls & Balconies- Exposure B
Qc
a
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U.
0
z ABowabfe Spans for Posts in Screen Wags Not Supporting Roofs; AND,
0
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Na
z
J6
W
E-
w
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HN_
wa
2w
0
3
The number in parenthesis denotes load condition for walls not supporting railing. For walls with railing 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
Table 302c
gGDNtabh Spam for l rts Bi Screen Wags AN S artirg /Pe&irg/Qrgrds (For Guts Supporting Railing/Guards use Table 301)
RESIDHNfIAL OR COMMERCIAL] For Wind Zone 130 mph Exposure Category B
For Screen Mesh: 18/14 Windload Design Pressure: 12.1
Allay, . 6005T5 / 6061T6 Post S d ad Width
Extrusion /Settlon 4'-0' 4'-6' 5'-0' S'-s" 6'-0" 6'-6" 7'•0' 7'-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'(1) 5'-3'(1) 5'-1'(1)
3X2X.050Hollow' 7'-6'(1) 7'-0'(1) 6'•8'(1) 6'•4'(1) 6'-1'(1) 5'-9`(1) 5'-6'(1) 5'-4'(1) 5'-2"(1)
2X2X.046' Self-AAatlng Snap 7'-7'(1) 7'-3'(1) 7'-0'(1) 6'-10'(1) 6'-7'(1) 6'•5'(1) 6'-3'(1) 6'-0'(1) 5'-9'(1)
2X3X.050' Hollow 9'-6'(1) 9'-2'(1) 81-10"(1) 8'-6'(1) 8'-1'(1) 7'-10"(1) 7'-6'(1) r-3'(1) r-0'(1)
2X3X.046" Setf-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'-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' Self -Mating Snap 13'-1"(1) 12'-7"(1) t2'-1"(1) 11'-7'(1) 11'-1"(1) 10'-7"(1) 10'-3"(1) 91-11`(1) 9'-7`(1)
2X4 Self -Mating Beam 10'-11'(1) 10'-4"(1) 9'-10"(1) 9'-4'(1) 8'-11'(1) B'-7"(1) 8'-4'(1) 8'-0'(1) 7'-9"(1)
2X5 Self -Mating Beam 13'-10'(1) 13'-1`(1) 12'-5"(1) t1'-10'(1) 11'-4'(1) 10'-10'(1) 10'-6"(1) 10'-1'(1) 9'-10'(1)
2X6 Self -Mad Beam 15'-6"(1) 14'-7"(1) 13'-10'(1) 13'-3'(1) 12'-B'(1) 12'-2"(1) 11'-9`(1) 11'-4"(2) 10'-11'(2)
2X7 Self -Mad 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 -Mating Beam 28'-3'(2) 27'-2`(2) 26'-3"(2) 25'-5`(2) 24'-8'(2) 23'-10"(2) 22'-11`(2) 22'-2'(2) 21'-5'(2)
Allowable Spans for Posts in Screen Walls Not Supporting Roofs: AND, Table 302
q Spam for Girls n Screw WaQr Abt rt Rem/Q ards (For (drts Supporting Railing/Guards use Table 301)
RFS[DEMW L OR COMMERCIAL] For Wind Zone 140 mph Exposure Catego
rcc
y 8
For Screen Mesh: 18/14 Windload Design Pressure: 14.3 s
All : 6005T5 / 6061T6 Post S tin Load Width
Extrusion/Section 4'-0' 4'-6' 5'-0' 5'-6' 6'-0" 6'-6' 7'-0' 7'-6' 8'-0'
2X2X.046" Hollow 6'-7'(1) 6'-4'(1) 8'-1'(1) 5'-9'(1) 5-6'(1) 5'-4'(1) 5'-t'(1) 4'-11'(1) 4'-9'(1)
3X2X.050Hollow' 6'-10'(1) 6'-6'(7) s'-2'(1) 5'-10'(1) 5'-7'(1) 5'-5'(1) 5'•2'(1) 5'-0'(1) 4'-10'(1)
2X2X.096' Self -Mating Snap. 7'-2'(1) 6'-11•(1) 6'-8•(1) 6'-5'(1) 6'-2"(1) 5'-11'(1) 5'-9'(1) 5'-6'(1) 5'-4"(1)
z 2X3X.050' Hollow 8'-11•(1) 8'-7•(1) 8'-2"(1) r-9'(1) r-s'(1) r-2•(1) 6'-11'(1) 6'•8'(1) 6'-5 1)
2X3X.046' Self -Mad Snap 9'-9'(1) 9'•5'(1) 91•1'(1) 8'•10'(1) 8'-6'(t) 8'-2"(1) 7'-10'(1) r-7'(1) 7'-4'(1)
2X4X.050' Hollow 11'-1'(1) IV-6-(I) 9'-11'(1) 9'-6'(1) 9'-1"(1) 8'-8"(1) 8'-5'(1) 8'-1'(1) 7'-10'(1)
2X4X.050' Self-MatUjingSnap12'-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'-s'(t) 9'-0'(1) 8'-7'(1) 8'-3'(1) 7'-11'(1) 7'-7'(1) 7'-4'(1) 7'-2'(1)
2X5 Self•Madng 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 -Mad Beam 14'-3'(1) 13'-5'(1) 12'-9'(1) 12'-2'(1) 11'-8"(1) 11'-2'(2) 10'-9'(2) 10'-5"(2) 10'-1'(2)
2X7 Self -Mad Beam 16'-1"(1) 15'-2'(1) 14'-5"(2) 13'-9'(2) 13'-2'(2) 12'-8'(2) 12'-2`(2) 11'-9'(2) 11'-5'(2)
2X8 Self -Mad 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)
The number In parenthesis denotes load condition for walls not supporting railing. For walls with railing the default is load condition 2
COPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA
o
tom
w
w
SIZE VARIES
C6 CS SPACING
G 3 3 REFER TO TABLE 304
HOST STRUCTURE
O
9 1" X 2" VERTICAL @ POST/COLUMN
PERIMETER (TYPICAL) 1" X 2" OB PERIMETER SELECT PER TABLE 304
wc: BY WIND ZONE
c j9 C3 6 CHAIR RAIL (GIRT) g
DESIGNED USING TABLE 301
maOR 304 BY WIND ZONE j O
o.
r' " o
KICKPLATE RAIL (GIRT)
z
O DESIGNED USING TABLE 301 " u^
z OR 304 BY WIND ZONE
W
2 '; ,',OPTIONAL KICKPLATE / HEIGHT VARIES // ' " """"""' " " • """' ',,OPTIONALKI
z
FOUNDATIONloo FOUNDATION
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3 3 3
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A
Ll SCREEN WALL ELEVATION (.WITHOUT GUARDRAIL NOT SUPPORTING ROOF)
s
N
O
Chapter 3 - Screened Walls & Balconies
X 2 OB @ PERIMETER I I
PICKETS MAY BE 1" SQUARE
ISN# 5) AT 4-7/8" (Max) O.C.
OR, V4" SQUARE (ISN# 13)
AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
NOTE #1: USE Ya"0 X 3" LONG LAGS INTO
WOOD HOST AND Ya"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 V SQUARE
ISN# 5) AT +7/8" (Max) O.C.
OR, %' SQUARE (ISN# 13)
AT 4-5/8" PWQ O.C. (SEE
FASTENING NOTE BELOW)
0 X 1" GUARDRAIL PICKETS
ASTENED TOP AND BOTTOM W/ 2
ACH #10 S.M.S. I" EMBEDMENT
OTE #2: IN SCREEN WALLS
VITHOUT GUARDRAILS, PICKETS
OT 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 44- 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, -%- SQUARE (ISN# 13)
F- AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
Lim
4u
CONNECTION W/ EXPOSED FASTENERS
I X 2 OB 0 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 WIO GUARDRAIL)
NOTE #2: IN SCREEN
WALLS WITHOUT
GUARDRAILS, PICKETS
NOT PRESENT. ALL
OTHER ATTRIBUTES OF
DETAILS APPLY.
I ( I I
PICKETS MAY BE 1" SQUARE
ISN# 5) AT 4-7/8" (Max) O.C.
OR, 3a" SQUARE (LSN# 13)
I I AT 4-5/8" (MAX) O.C. (SEE
FASTTTIING 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, 1 EACH END FOR 44" PICKET.
iA1
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 1" X 2-1/4" X 1/8'
a
O
2 - #10 X 1/2" LONG S.M.S. AT EACH LEG RECEWING CHANNEL
TYPICAL EACH SIDE, TOP & BOTTOM) o
z
0
GIRT OR CHAIR RAIL a
4A
7AAII I I Z
W
H
I I
U.
z
I I I I MAY BE V (I I I NAT Max) O.C. 0SQUARE IIISN# 13) AT 4-5/8" (MAX) O.C. (SEE IIFASTENINGNOTEBELOW)+ 47/
8" D.C. z
NOTE:
IN SCREEN WALLS CONNECTION
W/ EXPOSED FASTENERS WITHOUT GUARDRAILS, PICKETS NOT
PRESENT. ALL OTHER ATTRIBUTES
OF DETAILS APPLY. W
0
4 - #
10 S.M.S. FROM INSIDE FACE OF 3 POSTINTOSCREWSPLINESOFHOLLOWSELFMATINGPOSTGIRT (
1-1/2' EMBEDMENT MINIMUM) z
T
OR CHAIR RAIL 0 W
J0
x
z
I
I I I 0 WVa0
I
I m I
I I I PICKETS MAY BE 1" SQUARE (ISN# 5) I I I I I
I AT 4-7/8' (Max) MC. OP, 'A' SQUARE I I I I o 3O.
C. (SEE z I I
FASTENING NOTE BELOW) I I r 0 N
CONNECTION
W/
CONCEALED FASTENERS c PARTIAL
ELEVATIONS
GIRT TO POST CONNECTIONS CS a 3 0
PICKET
FASTENING: #
10 SMS BY 1" EMBEDMENT INTO PICKET
SCREW SLOT(S), 2 EACH END FOR 1" PICKET,
1 EACH END FOR D4' PICKET. AAF GUIDE
TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 Page 3 - 8
a0
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
LA (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.)
TO NOTE #1- THIS SHEET
1 X 2 OB ® PERIMETER
PARTIAL ELEVATIONS / iX2 TO 1X2 CONNECTIONS
Page 3 - 9 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
510
Chapter 3 - Screened Walls & Balconies
2• X r X 1/8- ANGLE EACH SIDE
W/ 2 EACH #14 S.M.S.
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
SELECT COLUMN AND POST END (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN
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 WITHOUT
GUARDRAILS, PICKETS NOT PRESENT. ALL
OTHER ATTRIBUTES OF DETAILS APPLY
N AND END
TIOENINGjE
E0BYW32
II
SCREEN II
CH #10 SMS X 1-If
MG INTO SOLE PLAI, t
PICIG TS MAY BE 1' SQUARE (ISM# 5) 3
AT 4-7/8" (Mm) O.C. OR, 'Am SQUARE w
ISN# 13) AT 4-5/8" (MAX) O.C. (SE OeFASTENINGNOTEBELDW)
F
a
X lom H SIDE000a
14
II w
0I
8"TD ODNCRETE AMPI t Wre MIN. 3
BEDMENT (FOR L Un MNDITION 1) z
r-IX2 0 PLATE
I PIOCET FASTTNM: *10 SMS BY r EMBEDMENT
INTO PM(ET SOtEW SLOT(S), 2 EAOi END FOR
1' PIOCET,1 EACH END FOR %' PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
DESCRLPTION AS FURNISHED: Lot 6, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc.
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INC. - LAND SUIT VEYORS CRUSEATMEM?-SCOTT LEGEND -
LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P .
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