2305 Kelmscott Ct - BR18-004615 - SREEN ROOM REAR LANAIr
aCITY OF I
Ski4FORD.,
FIRE DEPARTMENT
Building & Fire Prevention Division
PERMIT APPLICATION
Application No: 8_9(P 15
Documented Construction Value: $ 853.00
Job Address: 2305 KELMSCOTT CT. Sanford FL 32773 Historic District: Yes NoF
Parcel ID: 17-20-31-5VC-0000-0710 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
77
Phone: 407-363-9800 Fax: Email: karenza@silvertrend.us
Property Owner Information
Name BRISSON .WEST PROJECT
Street: 3601 RIGBY.RD.STE 300
City, State Zip:. MIAMISBURG, OH 45342
Phone:
Resident,of property? : NO
Contractor Information:
Name Jose Julio Da Silva Phone: 407-363-9800
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 ofa 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.
C
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.
oe (G2/ ''fir/p
460, ture of r/Agent Date bg1la'19re of C r/Agent Date
S. /. t/w ( tp ,. i9 , GL14
Print Ownci-TAgent's N e / Print Contractor/A s !
jej
Signature o otar -State Sig atu of ofFI OLFAQUINIe UateMARYSSOLFAQUINI
UE ' MY COMMISSION 11 FF 907001 Kli_ MY
COMMISSION FF 901001 EXPIRES: August 5, 2019 a EXPIRES: August
5, 2019 P ;h' ' Sorded rhro rotary Public Una RF h
Bo ed Thru Notary Publ c Und , Owner/Agent
is Personally Known to Me or Contractor/Agent is " Personally Known 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:
1. 3. 11 UTILITIES: WASTE WATER: ENGINEERING: FIRE:
BUILDING: j 61A COMMENTS: 0
k /y Ce.•Sh i44- 14Selti o ., 4-x i44j 9 Ye•a 14,. ' 44 5 4,a a, Revised: January
1, 2018 Permit Application
y." any .,M •' •
SEMINOLE COUNTY MULTI -JURISDICTIONAL
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 1 -21- (
I hereby name and appoint: V Prt-rt 6 'FG4L _t 2 A
an agent of: SiLQee - --TYZn"to 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):
MAll permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: '_ OSE b (A SI Lo k
State License Number:
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF
ICI 1 ggcto3
The foregoing instrument was acknowledged before me this Z ( day of Uoa•e. 4'0 ,
20 ( , by J 4 Vc S: JJ c_- who is ersonally known to me or
who has produced
and who did (di ot) take an oath.
Signature of
y •, MARYSSOL FA"U1Nt UE
MY COMMISSION i FF 907001
EXPIRES: August 5, 2018
BondedTlwNct?!Y,r#cUrde s
as identification
int or type Notary name
Notary Public - State of EA2.! C/C-'
Commission No. )F C!G 7650 /
My Commission Expires: 3'15
11 /1 /2018
t
F AlJ J(
SEw+O ECOUrJfY, FtA
SCPA Parcel View: 17-20-31-5VC-0000-0710
Property. Record Card
Parcel: 17-20-31-5VC-0000-0710
Property Address: 2305 KELMSCOTT CT SANFORD, FL 32773
Legal Description
LOT 71
KENSINGTON RESERVE
PB 81 PGS 86-92
k , Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 152,000 0 52,000
Schools I $52,000 0 52,000
City Sanford 52,000 0 52,000
SJWM(Saint Johns Water Management) 52,000 0 52,000
County Bonds 52,000 0 52,000
Sales
Description Date v I Book Page Amount Qualified Vac/Imp
No Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT l 1 I $52,000.00 1 $52,000
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date Y
http://parceldetaii.scpafl.org/ParceiDetailinfo.aspx?PID=l 720315VC00000710 1 /2
g12o q
NET) PURCHASE ORDER PAGE NUMBER 1
PHASE/ACTIVITY/DRAW 451 K SCREEN -IN AREA-COMB.M&L FROM ORLANDO(ORL) Ryan Homes PO# 0014451629COMMUNITYRKKENSINGTONRESERVEVENDOR #/NAME : 52776-SILVER TREND INC REPLACES PO#
LOT/UNIT 0071 VENDOR ADDRESS 1710 PREMIER ROW ORLANDO FL 32809 REPORT DATE 10/29/2018BLDGPERMIT# 18-3352 REPORT TIME 14:47:33MAP/PARCELT# EST GENERATED DATE 10/29/2018STREETADDRESS2305KELMSCOTTCOURT32773SALERATIF. DATE 06/26/2018BLDGSET #/VERSION DRLOO-01 DORAL version 1
BID/ ADJUSTED
PART # PART DESCRIPTION/BID DESCRIPTION HAND QUANTITY UM UN PRICE DISCOUNT TAX TOTAL
L0403089 DOOR SCREEN L/M 3/0 1.000 EA 95.000 00 00 95.00L0403129SCREENLANAIL/M 237.000 SF 3.200 00 00 758.40L0423259PERMITSCREENEDLANAI1.000 EA 150.000 00 00 150.00
TOTALS 00 00 1.003.40
VENDOR #:
VENDOR: DATE:
APPROVED BY: DATE:
TOTAL NUMBER OF PAGES ARE: 1
DELIVERY OF THESE MATERIALS OR LABOR INDICATES AGREEMENT TO THE PRICING AND CONDITIONS HEREIN
p4T RICK SCOTT, GOVERNOR 'JONATHAN ZACHEM, SECRETARY
Floddpr
COD'VWVVE
STATE OF FLORIDA
DEPARTMENT OFBUSINESSsA141W ROFESSIONAL REGULATION
CONSTR,UCTIONN; UPS ~ NG BOARDRYLICN>S:h
x. THE SPECIALTY STRUCT URjE CONTRfAC^TOR"HEREIN IS CjERTIIFIED UNDER THE
PROVISION S OF CHASTER: 489 FLORI'DA STATUTES
F9
S VEP.T- N:DNBC
o 1711O REM'I `.R iR0v
RaLAN DO FLCIO 3,28_0 - Lpo
LI3' EXPIRAT05Nt
A,ATE:"AUGUST,31, 2020 Always
verify,li.censesonline at MyFloridaLicense.com R
Do
not alter this document in any form. This
is your license. It is unlawful for anyone other than the licensee to use this document.
4
AIR" CERTIFICATE OF LIABILITY INSURANCE DATE
1/(3/2o
MMIDDfYYYYs )
THIS
CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE
OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT:
If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the
terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsements . PRODUCER
CONTACT Debbie Governale NAME: LRA
Insurance PHONE (407) 838-3445 FAx fC
No E A!C No : (907) 838-3460 498
S Lake Destiny Dr ADDAREIL SS:dgovernale@lrainsurance.com INSURER(
S) AFFORDING COVERAGE NAIC 0 Orlando
FL 32810 INSURER -National Builders Insurance Company 16632 INSURED
INSURERB:Old Dominion Insurance Company 40231 INSURER
American Builders Insurance Company 11240 SilverTrend,, Inc 1710
Premier Row INSURER D 'American Builders Insurance Company 11240 INSURER
E : INSURERF:
OrlandoFL32809-8202 COVERAGES
CERTIFICATE NUMBER:17/18 REVISION NUMBER: THIS
IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE
MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS
AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. VTR
TYPE OF INSURANCE POLICY NUMBER POLICY MI EFF MMI IYYYY LIMITS A
X
COMMERCIAL GENERAL LIABILITY CLAIMS -
MADE F—x1OCCUR GLP
0030161 10 11/21/2017 11/21/2018 EACH
OCCURRENCE 1,000,000 DA
AGE RENTED PREMISESOEa
occu r nce5; 000 MED
EXP (Any one person) 100,000 PERSONAL&
ADVINJURY 1,000,000 GEN'
L AGGREGATE LIMIT APPLIES PER: POLICY
SCOT LOC OTHER:
GENERAL
AGGREGATE 2,000,000 X
PRODUCTS - COMP/OP AGG 2,000,000 B
AUTOMOBILE
LIABILITY ANY
AUTO ALL
OWNED SCHEDULED AUTOS
AUTOS HIRED
AUTOS X NON-OVAED AUTOSB2066618
11/21/2017 11/21/2018 COMBINED
MBIEDEa
1,000,000 X
BODILY INJURY (Per person) BODILY
INJURY (Per accident) X
PROPERTY DAMAGE Peracddent
Medical
Payments 2,000 C
X
UMBRELLA LIAB EXCESS
LIAB OCCUR
UMB
0160053 06 11/21/2017 11/21/2018 EACH
OCCURRENCE 2,000,000 HCLAIMS-MADE AGGREGATE 2,000,000 1-
1 DED X RETENTION$ 10,000 D
WORKERS
COMPENSATION AND
EMPLOYERS' LIABILITY YIN ANY
PROPRIETOR/PARTNERIEXECUTIVE OFFICERIMEMBER
EXCLUDED? Mandatory
in NH) If
yes, describe under DESCRIPTION
OF OPERATIONS below NIA
VcV
0138861 05 12/31/2017 12/31/2018 X
PER OTH- STATUTE
ER E.
L EACH ACCIDENT 1,000,000 E.
L. DISEASE - EA EMPLOYE 1,000,000 E.
L. DISEASE - POLICY LIMIT I 1,000,000 DESCRIPTION
OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) 1ha311RN7G\
Ia:Nl ala: hL\LhaA t\IC] City
of Sanford P.
O. Box 1778 Sanford,
FL 32772 SHOULD
ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE
WITH THE POLICY PROVISIONS. AUTHORIZED
REPRESENTATIVE Delaney/
DEDWAR // u pL— 44- O
1988-2014 ACORD CORPORATION. All rights reserved. ACORD
25 (2014/01) INS025 (
201401 ) The
ACORD name and logo are registered marks of ACORD
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SANFORD BOIL®IN DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTA; AUTHORITY TO VIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTHEBUILDINGOFFICIALTHEREAFTERREQUIRINGACORRECTIONOFOERRORSINPLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE
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3'-0" 5'-4"
8'-4"
nensiiyiuii
Reserve
These''plans are in compliance with the 6th edition, , RYAN HOMES
2017IFlorida Building Code, and the Aluminum LOT 0071 Date
Association of Florida Standards 1710 Premier Row, Orlando, FL 32809 2305 Kelmscott Ct. 11/21/2018
I Office: (407) 363-9800 Sanford, FL Scale: 1/4°=r-0• Fax: (407) 985-2815
Email: SilverTrend@ctl.rr.com 32773 UNLESS NOTED
Chapter 3 - Screened Walls & Balconies- Exposure B
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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
AGbwabAe Spans for [3"rts 6r Screen t'YaLlr Abt SupportbrgRaring/[3 arafs (Far Guts Supporting Railing/Guards use Table 301)
RESIDENTIAL OR (l4AYfERCIA] For Wind Zone 130 mph Exposure Category B
For Screen Mesh: 18/14 Windload Design Pressure: 12.1 s
Alloy: 6005T5 / 6061T6 Post S acin load Width
Extrusion/Section 4'-0' 4'-6' S'-0' S'-6" 6'-0' 6'•6" T•0` T-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"(1j 5'-1'(1)
3X2X.050 Hollow • 7'-6"(1) 7'-0'{1) 6'•8'(1) 6'-4"(1) 6'-1'(i) 5'-9`(1) 5'-6'(1) 5'-4"(1) 5'-2"(1)
2X2X.046' Self -Mating Snap 7'-7'(1) 7'-3'(1) 7'-0"(1) 6'-10'{7) 6'-7`(1) 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'(1) 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"(i) 11'-5"(1) 10'-10`(1) 10'-4'(i) 9'-10"(1) 9'-6"(1) 9'-2'(1) 8'-10"(1) 8'-7'(1j
2X4X.050' Self -Mating Snap 13'-1"(1) 12'-7"(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) 6'-7"(1) 8'-4'(1) 8'-0'(1) 7'-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'(1) 13'-3'(1) 12'-8"(1) 12'-2"(1) 11'-9'(1) 11'-4'(2) 10'-11"(2)
2X7 Self -Mating 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 -Malin 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 Wags 11bt Supporting Roofs; AND, Table 302d
AQ wabAe Spain for arts or Screen Wags Abt Supportorg Raring/ll rsrds (For Glrts Supporting Railing/Guards use Table 301)
RFStDEM1AL OR COMMERCIAL] For Wind Zone 140 mph Exposure Category B
For Screen Mesh: 18/14 Windload Design Pressure: 14.3 s
Alloy: 6005T5 / 6061T6 Post S Gn Load Width
Extrusion /Section 4' - 0' 4' - 6' S' - 0' S' - 6' 6' - 0" 6' - 6" 7' - 0' 7' - 6" 8' - 0"
2X2X.046' Hollow 6'-T(1) 6'-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 Hollow • 6'-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'-8"(1) 6'-5'(1) 6'-2"(1) 5'-11'(1) 5'-6"(1) 5'-4"(1)
2X3X.050` Hollow 8'-11'(1) 8'-7'(1} 8'-2"(1) 7'-9'(1) 7'-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) 7'-10'(1) 7'-7'(1) 7'-4"(1}
2X4X.050' Hollow 11'-1'(1) 10'-6"(1) 9'-11'(1) 9'-6'(1) 9'-1"(1) 8'-8'(1) 8'-5"(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'(1j 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"(1j 9'-11'(1) 9'-7"(1) 9'-3"(1) 8'-11'(2}
2X6 Self -Mating Beam 14'-3'(1) 93'-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 -Mating 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 -Malin Beam 26'-8'(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)
OWN
OCOPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA
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a SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOFs
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C6 POST SPACING
3 3 REFER TO TABLE 304
W///H/OSTHOSTSTRUCTURE STRUCTURE
i
1" X 2" VERTICAL•@ POST/COLUMN
PERIMETER (TYPICAL) 1" X 2" OS PERIMETER SELECT PER TABLE 304
BY WIND ZONE
C4 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
cG
ii'OPTIONAL IQCKPLATE / HQGHT VARIES;'/IQC HEIGHT VARIES
1
Chapter 3 - Screened Walls & Balconies
X 2 OB @ PERIMETER I 1
FER TO NOTE #1- TH15 Sfli
ii
X 1" X 1/16" ANGLES 2' LONG WITH
2#8 X 1/2" LONG S.M.S. T LEG
PICAL EACH SIDE, TOP TTOM)
PICKETS MAY BE 1" SQUARE
ISN# 5) AT 4-7/8" (Max) O.C.
OR, 3/4" SQUARE (ISN# 13)
AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
J tOS F STttUCTUl2EL'EMENTS a e NOTE #1: USE'/4"0 X 3" LONG LAGS INTO
WOOD HOST AND 1/4"0 X 21/4" LONG
CONCRETE SCREWS INTO CONCRETE OR
MASONRY CONSTRUCTION (1" EMBEDMENT
p ° "
TYPICAL)/ SPACING 24" O.C. AND WITHIN
a ° 4" OF EACH PERPENDICULAR MEMBER
CONNECTION WITH EXPOSED FASTENERS
X 2 OB @ PERIMETER
REFER TO NOTE #1 - THI
10 S.M.S. FROM INSjq
FACE OF1X2OBI iSCREWSPLINESOF1X
I (1" EMBEDMENT MI IMi
gl I REFER TO NOTE I I
1 -THIS SHEET
PICKETS MAY BE 1" SQUARE
ISN# 5) AT 4-7/8" (Max) O.C.
OR, 3/4" 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
HOST•STRUCTURE,ELEMENTS - J NOTE #2: IN SCREEN WALLS
WITHOUT GUARDRAILS, PICKETS
a _ _ NOT PRESENT. ALL OTHER
a .• _•. _ _•°_.
ATTRIBUTES OF DETAILS APPLY.
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS C3
PICKET FASTENING: #10 SMS BY 1" EMBEDMENT
INTO PICKET SCREW SLOT(S), 2 EACH END FOR
1" PICKET, i EACH END FOR 3/4" PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 1 Page 3 - 6
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)
F— (TYPICALLY HOLLOW SECTION W/O GUARDRAIL)
PICKETS MAY BE 1" SQUARE
ISN# 5) AT 4-7/8" (Max) O.C.
OR, 3/4" SQUARE (ISN# 13)
AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
4-
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)
A,
PARTIAL ELEVATIONS / 2 X 2 GIRT TO '',pX 2' CC
PICKETTASTENING:..#10 SMS BY 1"_ "M DME
r.
1" PICKET, 1 EACH END FOR 3/4" PICKET. 3`" .-
NOTE #2: IN SCREEN
WALLS WITHOUT
GUARDRAILS, PICKETS
NOT PRESENT. ALL
OTHER ATTRIBUTES OF
DETAILS APPLY.
MAY BE 1" SQUARE'
AT 4-7/8" (Max) O.C.
SQUARE (ISN# 13)
3" (MAX) O.C. (SEE
AG NOTE BELOW)
S C4
3
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 1/2" LONG S.M.S. AT EACH LEG
TYPICAL EACH SIDE, TOP & BOTTOM)
HOLLOW UPRIGHT
1" X 2-1/4" X 1/8"
r- RECEIVING CHANNEL
GIRT OR CHAIR RAIL
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)
1 i i IH
SELF MATING POST
OR CHAIR RAIL
PICKETS.MAY BE 1" SQUARE (ISN# 5) I _ I F
AT 4-7/8" (Max) O.C. OR, 3/a" SQUARE (I I I C
ISN# 13) AT 4-5/8" (MAX) O.C. (SEE
4- - FASTENING NOTE BELOW)
c
CONNECTION W/ CONCEALED FASTENERS =
c
PARTIAL ELEVATIONS I GIRT TO POST CONNECTIONS C5 0
PICKET FASTENING: #10 SMS BY 1" EMBEDMENT Q3
INTO PICKET SCREW SLOT(S), 2 EACH END FOR
1^yPICKET,.I.EACH END FOR 3/4" PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
Chapter 3 - Screened Walls & Balconies
140'\
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
4 NOTE #1: USE 3/8" 0 X 3" LONG LAG SCREWS INTO
WOOD HOST AND 3/8" 0 X 2'/4" 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 / 1X2 TO 1X2 CONNECTIONS
Page 3 - 9 I 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.
NOTE #1: USE 3/8" 0 X 3" LONG LAG SCREWS INTO
WOOD HOST AND 3/8" 0 X 2Y." 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
PICKETS MAY BE 1" SQUARE USN# 5)
AT 4-7/8" (Max) O.C. OR, 1/4" SQUARE
f1CNf2 111 AT d-S/A" (MA1n n r /CC=
W/2" MIN.
ONDITION 1)
PLATE
PARTIAL ELEVATION @ SCREEN FACE)
PICKET FASTENING: #10 SMS BY I' EMBEDMENT
INTO PICKET SCREW SLOT(S), 2 EACH END FOR
1" PICKET, 1 EACH END FOR i': PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
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:
Ryan Homes
Designer:
Alexander Medina F.B.C. R 301.2.1.1.1
Site Address: 2305 Kelmscott Ct. Sanford, FI.32773 Ultimate Wind Speed 140 mph
Builder: silver Trend Inc Date: 11 / 21 2018
Nominal Wind Speed mph
Overall Dimensions: Length: 101-0° 14'-0"
g (ft) Width (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 Sel
B) Select Column: (Table 302_ page )
Load Width: Span Select
Wails Not Supporting Roof or Guard Rai/
A) Select Girt : (Table 302_page )
Load Width: 4'-4.. Span 5'-4.. Select 2x2
B) Select Column: (Table 302_page )
Load Width: 4-4.. Span 8-2.. Select 2x3
Exposure: B C D
DESCRIPTION AS FURNISHED: Lot 71, 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.
BRISSON AVENUE
S 00019' 09" EJF0. 00'
DEC 34,
zo
y ----- Doti
15' WALL & LANDSCAPE ESMT OF
vv GCi 1S/'L'.jGItLM — — — — — — — 37.80' reR
47.
80' t
Ad; et.)S%«4A,. / LOT 71 y
A/C LANAI o5.
00, 30.0' 5.
00, i
O ^ PROPOSED MODEL O
DORAL - K (Z) L6 LOT 70 LOT
72 O M 2 CAR GARAGE RIGHT o v
A
oo
CO vl
r^
5.
00, 8.
7 V
h
21.3' 5.00' 16'
DRIVE W
LK 25.
20 5.42' 10'
UTIL ESMT. WALK
D= 07D24' 53" R=
95.00' L=
12.29' C=
12.29' N
00° 19' W CB=N 03023' 18" E 27.
74' K'
ZNS'COTT COURT i'
50' PRIVATE R/W) i
PROPOSED =
FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY U G S CKS: AS F IS HEDFRONT
25' PER
DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' fir=
PROPOSED DRAINAGE FLOW G O IMPERVIOUS COVERAGE = 1,628t SQUARE FEET OR 39.77 SIDE = 5' FOR 40' LOTS LOT
GRADING TYPE A ONTAINS 4,603.+ SIDE
10' FOR 75' LOTS PROPOSED
FINISH FLOOR e y
LIVINGLOT PERPLANS = 30.6' AREA CONTAINS 1,21E SQUARE FEET QiL
CONC/LANAI/PORCH CONTAINS 614t SQUARE FEET SIDE STREET = 25' GRUS.
EINML'YER—SCOTT do ASSOC., INC. — LAND SURVEYORS LEGEND -
LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P +
PLAT PZA_ • POINT ON LDE F +
FIELD - TYP. + TYPICAL NOTES., FP. .
IRON PIPE PRCL + POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREDY CERW THAT INS SURVEY MEETS THE STANMRDS OF PRACTICE SET MTTl BY THE FLORIDA BOW OF 1R
IRON ROD PCt. POINT OF COMPOUND CURVATURE PROFEsSONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLOWDA ADUNSM47W CODE PURSUANT RO SECTION 472.027, FLORMOA STATUES c.H •CONCRETE HKlioMENi aA0. RADIAL SET
LP + 1/2' IR r/RLB 4596 NJL N@h1UDIA1. 2. UNLESS EMBOSSED WITH SURVEYORS SAGNATLRE AND ORIGNAL R41SO SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID 3. THIS SURVEY WAS PREPARED HROII TITLE INFORMATION FURNISHED TO THE SURVEI'DRHERE MAY DE OTHIER RESTRICITONS REC. - RECOVERED V.P. + WITNESS POINT P.
O.S. + POINT ff BEGINNING CALL • CALCULATED P.
O.C. POINT OF COMMENCEMENT PRA PERMANENT REFERENCE MIHUIENT OR
EASEMENTS THAT AFFECT THIS PROPERTY. 4.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNIES'.S 07HOMM SHOWN. E
CCHTERLNE FF. • FINISHED FLOOR EIEVATtIN S THIS SURVEY 6 PREPARED FOR THE SOLE SENOW OF THOSE CERTIFIED TO AND SHOULD NOT BE ROM UPON BY ANY OTHER ENTITY. N&D NAIL i DISK BSI. • MnLDING SETBACK LIE _ RN -
R1lDIT-Di-VAY BM. • BENCONRK 0. SHOWN FOR THE LOG71(MJ OF WPROVEL/EMIS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY IWES. ESMT. +
EASEMENT B. + BASE BEARING 7. DEIRINCS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BE4- DRAIN,
WAINAGE B. ELEVATIONS, IF SHOWN, ARE BASED ON NATIDNAL mom VERT" DATUM OF 19". UNLESS OTHERWISE NOTED. UTIL
UTILITY CLFC. +
CHAIN LINK FENCE 9. CERTIfiGTE OF AUTiORIZAPON No. 4595. VDJ'
C. WOOD FENCE C/
B • CONCRETE BLOCK SCALE M 1. 20 DRAWN BY: srt P,
C. - POINT OF CURVATURE P.
T. + POINT Or TANGENCY. D4TE ORDER No. CERTIFIEDBY. _----._...- -'----.--- _ ..... R. -
DESCRIPTION
R. .
RADIUS PLOT PLAN 07-06-2018 4303-18 L .
ARC LENGTH D •
DELTA C +
CHORD G&
CHORD BEARING NORTH
THIS
BUILDING/PROPERTY DOES NOT UE WITHIN FIRM'
X GRUSUSEN 4714 THEESTABLISHED100YEARFLOODPLANEASPER4801ZONE '
X' MAP j 12117CO09OF (09-28-07)