3767 Crawley Down Lp - BR18-004616 - SCREEN INSERT REAR LANAICITY OF
Building & Fire Prevention DivisionSC11 1 FORD \\ PERMIT APPLICA TION
FIRE DEPARTMENT ( _
Application No:
Documented Construction Value: $ 875.00
Job Address: 3767 CRAWLEY DOWN LOOP, Sanford FL 32771 Historic District: Yes No1-7
Parcel ID: 17-20-31-5VC-0000-1260 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 Phone:
Street: 360.1 :RIGBY RD. STE 300,, Resident -of.property? :., NO.
City, State Zip:,. MIAMISBURG, OH 45342
Contractor Information
Name Jose Julio Da Silva Phone: 407-363-9800
Street: 1710 Premier Row Fax:
City, State Zip: Orlando, FL 32809 State License No.: SCC131149963
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to.obtain a permit to do the work ;and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells,, pools,
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'h 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 ofthe 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.
104ure of O (5Agent Date
Print Owner/Agent's Name
I'lz,
MARYSSOLFAOUINIUE
MY COMMISSION # FF 907001
11;; EXPIRES: August 5, 2019
5. h , BondedThru Notary Public underwriters
Owner/Agent is t/ Personally Known to Me or
Produced ID Type of ID
rg ture actor/Agent Date
Job r, Zee) ?",a E,iJ-4
Print Contractor/Agent's Name
I l/e
SignWrre o
MARYSSOL FAQUINI LIE
MY COMMISSION # FF 907001
4. EXPIRES: August 5, 2019
fpFi4d ' Bonded Thru Notary Pubfc Underwriters
Contractor/Agent is L'Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: . / 02,6 UTILITIES:
ENGINEERING: FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures,
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: -'7P 116i
COMMENTS: bk H uru fi Sarcai'+ %n,f,r,•K a B[ i.S;o,n7 Lana: us 5lam.vH
or+ O&A .
Revised: January 1, 2018 Permit Application
SEMINOLE COUNTY MULTI%URISDICTIONAL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: I' 2I -1 90
I hereby name and appoint:
an agent of: SiLUGf- -Ter----"tO IN(? -
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):
51 All permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
b-)op
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: '3 06E '.) V L-L o b i' S(L:V k
State License Number:
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF 0,17atA ("
The foregoing instrument was acknowledged before me this 2-1 day of 4)0V&-A ,
20 1 , by L2x i,&i) c;YG who is 0,156rsonally known to me or
who has produced
and who did (did not) take an oath.
Signature of
MARYSSOL FAOUINI LIE
MY COMMISSION # FF 907001
EXPIRES August 5, 2019
a'fR;, hd•• , ` 66dTWM'No * Publ'w Undawntefs
as identification
P 6nt or type Notary name
Notary Public - State of h c e)'( -
Commission No. ZLO
My Commission Expires:
PHASE/ACTIVITY/DRAW 451 K SCREEN -IN AREA-COMB.M&L
COMMUNITY RK KENSINGTON RESERVE
LOT/UNIT 0126
BLDG PERMIT# 18-3531
MAP/PARCELT#
STREET ADDRESS 3767 CRAWLEY DOWN LOOP 32773
BLDG SET #/VERSION SMROO-01 SUMMERLAND Version 1
1 /24/2019
NET) PURCHASE ORDER
FROM : ORLANDO(ORL) Ryan Homes
VENDOR #/NAME 52776-SILVER TREND INC
VENDOR ADDRESS 1710 PREMIER ROW ORLANDO FL 32809
BID/
PART # PART DESCRIPTION/BID DESCRIPTION HAND
L0403089 DOOR SCREEN L/M 3/0
L0403129 SCREEN LANAI L/M
L0423259 PERMIT SCREENED LANAI
PAGE NUMBER 1
PO# 0014516894
REPLACES PO#
REPORT DATE 11/12/2018
REPORT TIME 11:46:42
EST GENERATED DATE 11/12/2018
SALE RATIF. DATE 07/13/2018
ADJUSTED
QUANTITY UM UN PRICE DISCOUNT TAX TOTAL
1.000 EA 95.000 00 00 95.00244.000 SF 3.200 00 00 780.801.000 EA 150.000 00 00 150.00
TOTALS 00 00 1,025.80
VENDOR #:
VENDOR:
APPROVED BY:
TOTAL NUMBER OF PAGES ARE: 1
DELIVERY OF THESE MATERIALS OR LABOR INDICATES AGREEMENT TO THE PRICING AND CONDITIONS HEREIN
DATE:
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ACORLD® CERTIFICATE OF LIABILITY INSURANCE DATE (MM1DDfYYYY)
1/3/2018
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 policy(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
NAME: Debbie Governale
IRA Insurance A' c E (407) 838-3445 FTIX, No: (407)838-3460PHLAI
498 S Lake Destiny Dr AILADDRESS:dgovernale@lrainsurance.corn
INSURER(S) AFFORDING COVERAGE NAIC 0
INSURER A National Builders Insurance Company 16632OrlandoFL32810
INSURED INSURERB:Old Dominion Insurance Company 40231
INSURER CAmerican Builders Insurance Company 11240SilverTrend, Inc
INSURER D'American Builders Insurance Company 112401710PremierRow
INSURER E :
INSURER F: Orlando FL 32809-6202
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 REQUIREMENT, 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.
INSRLTR TYPE OF INSURANCE POLICY NUMBER MM/DDfYYYY MMIDDIYYYY LIMITS
A
X COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE X OCCUR
GLP 0030161 10 11/21/2017 11/21/2018
EACH OCCURRENCE 1,000,000
DAMAGETO
PREMISES Ea occurrence 5,000
MED EXP (Any one person) 100,000
GEN'L
X
PERSONAL & ADV INJURY 1,000,000
AGGREGATE LIMIT APPLIES PER:
POLICY DJECT 7 LOC
OTHER:
GENERAL AGGREGATE 2,000,000
PRODUCTS - COMP/OP AGG 2,000,000
B
AUTOMOBILE LIABILITY
X ANY AUTO
ALL OWNED SCHEDULED
AUTOS AUTOS
NON -OWNEDXHIREDAUTOSXAUTOS
B2666616 11/21/2017 11/21/2018
Ea accident
LIMIT 1,000,000
BODILY INJURY (Per person)
BODILY INJURY (Per accident)
PRO YPerecadentAMAGE
Medical Payments 2,000
C
X UMBRELLA LIAR
EXCESS LIAB
OCCUR
OMB 0160053 06 11/21/2017 11/21/2018
EACH OCCURRENCE 21000,000HCLAIMS-MADE AGGREGATE 2,000,000
DED I X I RETENTION$ 10,000
D
WORKERS COMPENSATION
ANDEMPLOYERS'LWBILITYANYPROPRIETORIPARTNERIEXECUTIVE YIN
OFFICER/MEMBER
nNH)
EXCLUDED?
MandatorylnNH)
It 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 EMPLOYEE 1,000,000
E.L. DISEASE - POLICY LIMIT 1,000,000
DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required)
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
O 1988-2014 ACORD CORPORATION. All rights reserved.
ACORD 25 (2014/01)
INS025 (201401)
The ACORD name and logo are registered marks of ACORD
SCPA Parcel View: 17-20-31-5VC-0000-1260
Property Record Card
Parcel: 17-20-31-5VC-0000-1260
Property Address: 3767 CRAWLEY DOWN LOOP SANFORD, FL 32773
Legal Description ;
LOT 126
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes . ,-7777z
Taxing Authority Assessment Value, Exempt Values Taxable Value
County General Fund 52,000 0 52,000
Schools 52,000 0 52,000
City Sanford 52,000 0 52,000
SJWM(Saint Johns Water Management)—— 52,000 T$52,000
County Bonds 52,000 52,000
Sales
on DateDate p Book %Page- Amount Qualified VaGlmp ,
No Sales
Land
Method I Frontage Depth_ ,units,Unds Price. Land Value
LOT 1 52,000.00 52,000
9_ Buildm Information
y ,
Permits y
f?ermit #r ` Description Agency Amount_ . CO Date Permit Date v.
http://parceldetail.sepafi.org/PareelDetailinfo.aspx?PID=1720315VC00001260 1/2
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A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
DATE LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
gUILp REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
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Name and Address Project Name and Address ubdivision Kensington
These
plans are in compliance with the 6th edition, - e RYAN
HOMES LOT
0126 1Reserve Date
11/
21/2018 2017
Florida Building Code, and the Aluminum Association
of Florida Standards 1710 Premier Row, Orlando, FL 32809 Office: (
407) 363-9800 Fax:(
407)985-2815 85-2815 3767
Crawley Down
Lp. Sanford,
FL Scale: 1/4"=1'-0" Email:
SilverTrend@cfl.rr.com 32773 UNLESS NOTED
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:
Ryan Homes
Designer:
Alexander Medina F.B.C. R 301.2.1.1.1
Site Address: 3767 Crawley Down Loop Sanford, FI.32773 140UltimateWindSpeed mph
Builder: Silver Trend Inc Date: 11 / 21 / 2018
Nominal Wind Speed mph
Overall Dimensions: Length: 10'-01, (ft) Width
16'-0" (
ft) Exposure: B C D
Structure is attaching to: conc block
Height @ Attachment: 8'-2.. (ft) Attaching to: Concrete Lumber Other
Overall Height 8'-4., (ft)
Wails 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: 5-2 Span 5-4 Select 2x2
B) Select Column: (Table 302_page )
Load Width: F_2.. Span 8'-2.. Select 2x3
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Chapter 3 - Screened Walls & Balconies- Exposure B
Allowable Spans for Posts In Screen Wails INM Supporting Roofs; AND, Table 302c
Affamble Spans for 6 is br Screen WaLI's Abt &fport67gRarTerg/[3rards (For Girts Supporting Railing/Guards use Table 301)
RESIDEINHAL OR COMMERCIAL] For Wind Zone 130 mph Exposure Category 8
For Screen Mesh: 18/14 Windload Desi n Pressure: 12.1 s
Alloy: 6005T5 / 6061T6 Post S adn Load Width
Extrusion/Section 4'-0" 4'-6' 5'-0" 5'-6" 6-0' 6'-6" 1 7'-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-(1) 5'-1"(1)
3X2X.O50Hollow ' T-6"(1) T-O'(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 -Mating Snap T-7"(1) T-3"(1) T-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) 8'-10-(1) 8'-6"(1) 8'-1"(1) T-10"(1) T-6-(1) 7'-3-(1) T-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'-O'(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 1IT-1"(1) 12'4"(1) 1IT-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-(i) 8'-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) 1 12'-5-(2) 2X8
Self -Malin Beam 28'-3"(2) 27'-2"(2) 26'-3"(2) 1 25'-5"(2) 1 24'-8"(2) 23'-10'(2) 22'-11'(2) 22'-2'(2) 1 21'-5'(2) The
number in parenthesis denotes load condition for walls not supporting railing. For walls with railing the default Is load condition 2 Allowable
Spans for Posts in Screen Walls Blot Supporting Roofs; AND, Table 302d AQonabb
Spans for hints 6r Screen Wags Abt S4Worteg RarTog t2wrds (For Girts Supporting Railing/Guards use Table 301) RESIDENr[
AL OR COIINNERCIAL] For Wind Zone 140 mph Exposure Category 8 For
Screen Mesh: 18/14 Windload Design Pressure: 14.3 s Alloy:
6005T5 / 6061T6 Post S do /Load Width Extrusion/
Section 4'-0' 4'-6" 5'-0' 5'-6' 6'-0" 6'-6' T-0" T-6' 8'-0" 2X2X.
046' Hollow 6'4"(1) 6'-4'(1) 6'-1-(1) T-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 T-2-(1) 6'-11-(1) 6'-8-(1) 6'-5'(1) 6'-2"(1) T-11-(1) 5'-9-(1) 5'-6"(1) 5'-4"(1) 2XV.
050" Hollow 8'-11-(1) 8'-7"(1) 8'-2-(l) T-9"(1) 7'-5-(1) T-2-(1) 6'-11'(1) 6'-8-(1) 6'-5'(1) 2X3X.
046' Self -Mating Snap 9'-9'(1) 9'-5'(1) 9'-1'(1) 8'-10'(1) 8'-6'(1) 8'-2'(1) T-10"(1) T-7-(1) T-4-(1) 2X4X.
050" Hollow 11'A"(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 -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-(11) 8'-3-(1) T-11"(1) T-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) 2XoSelf-
Mating Beam-. _ 14'43"(1) 13'=5Z(1) 12'-9-(1),. I2'-21(1) 11'-8"(1) .. 11'-2`(2) 1 10'-9"(2) 10'.5-(2) 10'-1-(2). M-
Self-Mating Beam— 16-1"(1) 1 15'-2'(1)` 14'-5"(2) 13'-9-(2) 13'-2'(2) 1 12'-8'(2) 12'-2'(2) 11=912)--11'=5'(2)- 2X8
Self -Malin Beam 26'=6'(2) 1 25'-8'(2) 24'=T(2) 1 23'-9'(2) 1 22'-9'(2) 21'-10'(2) 21'-1"(2) 1 29=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 Page
3B - 11 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.1
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OCOPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA
1" X 2" VERTICAL @
PERIMETER (TYPICAL)
SIZE VARIES
POST SPACING
REFER TO TABLE ?
1" X 2" OB PERIMETER
CHAIR RAIL (GIRT)
DESIGNED USING TABLE 301
OR 304 BY WIND ZONE
DI 1!'TI IDF /
POST/COLUMN
SELECT PER TABLE 304
BY WIND ZONE
KICKPLATE RAIL (GIRT)
DESIGNED USING TABLE 301
OR 304 BY WIND ZONE
iiiiiii iiiiiiiiiiiiiiiiii
OPTIONAL KICKPLATE / HEIGHT VARIES / ;OPTIONAL ICCKlpb rHEIGHT VARIES
FOUNDATION FOUNDATION
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SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF)
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Chapter 3 - Screened Walls & Balconies
1 X 2 OB @ PERIMETER
REFERTO NOTE # 1- TH S iEr 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 I
FASTENING NOTE BELOW) j
1' X 1" X 1/16" ANGLES 2"1 LONG WITH 48
X 1/2" LONG S.M.S. T LEG PICAL
EACH SIDE, TOP T70M) J-
iOST STRUCTURE ELEMENTS ° : ° '• NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO 4
WOOD HOST AND 1/4"0 X 21/a" LONG CONCRETE
SCREWS INTO CONCRETE OR MASONRY
CONSTRUCTION (1" EMBEDMENT p
TYPICAL)/ SPACING 24" O.C. AND WITHIN 4"
OF EACH PERPENDICULAR MEMBER CONNECTION
WITH EXPOSED FASTENERS X
2 OB @ PERIMETER REFER
TO NOTE #1 - THIS I
I I 10
S.M.S. FROM INSJQE FACE
OF 1 X 2 OB IP ITp 1 SCREW
SPLINES OF XB 1" EMBEDMENT
MI II b ) REFER TO
NOTE 1 - THIS
SHEE w 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 4 NOTE #2:
IN SCREEN WALLS r s
s. s;. >.• 1 .'1,4- PICK NO PRESENT. ALLLLOTHER Q • °.: 4 ;; ..;; ,.
ATTRIBUTES OF DETAILS APP' CONNECTION WITH
CONCEALED FASTENERS PARTIAL ELEVATIONS /
1X2 TO 1X2 CONNECTIONS LLC3 PICKET FASTENING: #
10 SMS BY 1" EMBEDMENT m. 3 1 INTO
PICKET' SCREW SLOT(S), 2 EACH END FOR — -- 1" PICKET,
1 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)
TYPICALLY HOLLOW SECTION W/O GUARDRAIL)
PICKETS MAY BE 1" SQUARE
ISN# 5) AT 4-7/8" (Max) O.C.
OR, 3/V SQUARE (ISN# 13)
AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
41
CONNECTION W/ EXPOSED FASTENERS
w
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)
TYPICALLY HOLLOW SECTION WIO GUARDRAIL)
NOTE #2: IN SCREEN
0 1 1 WALLS WITHOUT
o GUARDRAILS, PICKETS
0 NOT PRESENT. ALL
w OTHER ATTRIBUTES OF
Lu
DETAILS APPLY.
o I I I I PICKETS MAY BE 1" SQUARE
z ISN# 5) AT 4-7/8 (Max) O.C.
OR, VV SQUARE ISN# 13
o I AT 4-5/8" (MAX) O.C. (SEE
F- FASTENING NOTE BELOW)
x
CONNECTION W/ CONCEALED FASTENERS
PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2'CONNECTIONS C4
PICKET FASTENING: #10 SMS BY 1" EMBEDMENT -----
INTO"-PICKET"SCREW SLOT(S), 2 EACH END FOR .-....,<
1" PICKET, 1 EACH END FOR 3/4" PICKET.
Page 3 - 7 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
wo
Chapter 3 - Screened Walls & Balconies
HOLLOW UPRIGHT o
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 RECEIVING CHANNEL U-
TYPICAL EACH SIDE, TOP & BOTTOM) O
z
O
GIRT OR CHAIR RAIL
U
OanwQ
z
JQ
W
N
I II II
W
zI
PICKETS MAY BE 1" SQUARE (ISN# 5)
AT 4-7/8" (Max) O.C. OR, -Y4" SQUARE
I / O.C. (SEEIIFASTENINGNOTEa z
4-
7/8" O.C. NOTE:
IN SCREEN WALLS CONNECTION
W/ EXPOSED FASTENERS WITHOUT GUARDRAILS, PICKETS 3 NOTPRESENT. ALL OTHER ATTRIBUTES
OF DETAILS APPLY. F- O
4 - #
10 S.M.S. FROM INSIDE FACE OF x
POST
INTO SCREW SPLINES OF HOLLOW -SELF MATING POST GIRT (
1-1/2" EMBEDMENT MINIMUM) a az
GIRT
OR CHAIR RAIL p w
J0
x
z
U
O
O
a
Wd' I
I II LIJ mI;
I__PICKETS,M YBE,1_SQUARE.(ISN#.5) II I o OR,
31V SQUARE O.
C. (SEE z 1
II FI ASTENING}NOTEBELOW) 4-L 0 CONNECTION W/
CONCEALED FASTENERS i PARTIAL —ELEVATION
POST CONNECTIONS--- 0 PICKET
FASTENING: #
10 SMS-BY..1" EMBEDMENT = YINTo-PICKET=
SCREW-SLOT(S)r2=EACH END FOR FgR=%4TPICKET.-
AAF GUIDE
TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 1 Page 3 - 8
j
El
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)
j 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 2114" LONG CONCRETE
1 X 2 OB @ PERIMETER SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION
i (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN
4" OF EACH PERPENDICULAR MEMBER
CONNECTION WITH EXPOSED FASTENERS
i/ / , , , , , , ////////////A
REFER TO NOTE #1- THIS SHEET
j 2- # 10 S.M.S. FROM INSIDE FACE OF
1 X 2 OB INTO SCREW SPLINES OF 1
X 2 OB (1" EMBEDMENT MINIMUM.)
TREFER-TO-NOTE#1=THIS SHEET
1'X 2`OB-@PERIMETER
CONNECTIO WITH CONCEALED FASTENERS
r.
PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS U
bd
w
Page 3 - 9 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0
Chapter 3 - Screened Walls& Balconies
w
Sa
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
1" 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
GUARDRAILS, PICKETS NOT PRESENT. ALL
OTHER ATTRIBUTES OF DETAILS APPLY
PICKETS MAY BE 1" SQUARE (ISN# 5) 3
AT 4-7/8" (Max) O.C. OR, 4&" SQUARE w
1CAIA 4o% AT A C/O"
PARTIAL ELEVATION @ SCREEN FACE)
PICKET FASTENING: #10 SMS BY 1' EMBEDMENT
INTO PICKET SCPEW SI.OT(S), 2 EACH END FOR
1" PICCET-I-EAG+END FOR W PIOCEf.
MAX) O.0 (SEE r
LOW)
O
000 aa
ANGL SIDE z
4 S.M
II owL9
O
TE AP CNO t W/2"MIN. 3
FOR L 1) z_
0
2 O JNDMONPLATE v
0
O
aw
m
O
0
20
71
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2014 Edition) 2.0 1 Page 3 - 10
DESCRIPTION .AS FURNISHED: Lot 126, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86
through 92, 'Public Records of Seminole County, Florida.
PLOT PLAN FOR'J CERTIFIED TO: Ryan Homes/NVR Inc.
TRACT J
POND-D
N 00019'09" W 9y
p 40.00
DEC - 3
y
SJa iGi•-''
n,`
s '
23.47'
0 k 4-t e-4,Kx r-oe e-4- Sc-re-e^ 33.47'
j a /1a I kS S %awn a+'1/a!) • "F?,
LANAI
QA\C
5.00' 30.0' S 5.00'
j
LOT 126
W W
o PROPOSED MODEL ti
p SUMMERLAND-K
O-
Z
O Q 2 CAR GARAGE RIGHT
LOT 125LOT127toti
co ry ~
ENTRY
5.00' 8.7'
0
v
21.3'
16
WAL
DRIVE
25.20 5.20'
10' UTIL. ESMT
297.36 - - P.C.o
WALK
ry9?
U
N 00019'09' W
40.00,
CRA XL.ETY DO TAN LOOP
50' PRIVATE R/W)
PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY BUILDING SETBACKS: AS FURNISHED
PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20'
PROPOSED DRAINAGE FLOW t GFO IMPERVIOUS COVERAGE = 2,230f SQUARE FEET OR 48.49 SIDE = 5' FOR 40' LOTS
LOT GRADING TYPE 8 \5 0 LOT CONTAINS 4,600f SQUARE FEET SIDE = 7.5' FOR 60' LOTS
PROPOSED FINISH FLOOR PER PLANS = 31.0'QLpQ LIVING AREA CONTAINS 1,548f SQUARE FEET SIDE = 10' FOR 75' LOTS
CONC ANA1/PORCH CONTAINS 682.* SQUARE FEET SIDE STREET = 25'
ORUSEXHEYER-SCOTT & ASSOC, INC. - LAND SURVEYORS
LEGEND - LEGEND - .
P . PLAT P.OL. . POINT ON LINE
5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436
r - FIELD TYP. - TYPICAL - NOTES:
I.P. - DRUM PIPE PAT- = POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT TFR.S SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OFIR - NON ROD P•CG - POINT OF COFOUND CURVATURE PkOFE5510f1AL SUQ121'ORu AND N CHARIER -17 FLORIDA ADMINISTRATNE CODE PURSUINT TO SECTION 472.027. FLORIDA STATUESHOMCAR = CONCRETE /1LB 45 LAD. • RADIAL 2. UNLESS WIM SURVEYORS SIODATU€ AND ORIGINAL RAISED L DO SURVEY MAP OR COPIES ARE NOT v.WO. SET LIt. • REC LR. , A396 MR
WITNESSRFC. .RECOVERED W.P. . VITNFxS POINT S. IIRS SURVEY WAS PREPARED FROM TITLE INFORMA770N FURNISHED TO THE SURVEYOR. THERE AL1Y BE OTHER RESTRICTIONS
P.D.& . POW OF BEGINNERS CALC. • CALCULATED OR FASOWENTS TINT AFFECT THIS PROPERTY.
COMMENCEMENTPA.C. . POINT OF CPRAL . PERMAIETIT REFERENCE HOM4MENT NO UNDERGROUNDAR'ROVEIIEN S HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. E - CENTERLINEFF• • FINISHED FLOOR ELEVATION S. THIS SURVEY a PREPARED FOR THE SOLE BENUTT OF THOSE COMM TO AND SHOULD NOT BE REUED UPON BY ANY OTHER ENTITY. N&D • MAIM. 1. IOSK BSL • BUILDING SETBACK LINE R/V •
RIw-OF-VAY BM DEdM Z 6. DIMENSIONS SHOWN FOR THE LOCA770H OF IMPROVEMENTS HDWDN SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESNT. • EASEMENT
D.B. • BASESEARING 7. ARE BMSfD ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.&) DRAIN. • DRAINAGE
LL EIiYATI0N5, fF SIAIWµARE 6LSED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL . UTILITY9. CERTWTCATE OF AVHRORILATION No. 4596. VDFC. FC. CHAINLIMB FENCE VO® FENCE
C/o
C/B • CONCRETE )BALK SCALE 1- 1' - ZO ---4 DRAWN 8Y: ••a PLC, • PONE
OF CURVATURE P.T. =
POINTOF TANGENCY CERTIFIED SY: LUTE - ORDER No. DESG • DESCRIPTION
RRAADDIULeI/GiN
PLOT PLAN 07-27-2018 4918-18 D - DELTA
C • CHORD
C.B. .
CHM BEAMING NORTH THIS
BUILDING/
PROPV?TY DOES NOT LIE WITHIN - THE ESTABLISHED
100 YEAR FLOOD PLANE AS PER 'RRM' TO RUSENM R.L F 4714 ZONE 'k'
MAP / 12117000DOF (09=28-07) SCOTT, R.
LS ( O1