HomeMy WebLinkAbout349 Bella Rosa CirG '' :
APR 19 X011
D F ITY OF SANFORD
IRE PREVENTION
PERMIT APPLICATION
Application No: I Documented Construction Value: $ `i ,2. Z%
Job Address: 317 )3Ea-4- "sem- elm , rA41FWb 3z-77/ Historic District: Yes No
Parcel ID: 2-Q - 19 - 3 / - 5?"z —6;l0a7 -6 ef 2_y Zoning:
Description of Work: 5;QC0E,' wsKG5 1,A-'
Plan Review Contact Person: LMi)- zi-UL(O Z f- SIZV,4- Title: FAOSiAte—
Phone:Elo>-3 3-g9oa Fax: elo7-363-'7`T0 E-mai1:S11-117 y 0CJcdc,R-C"
Property Owner Information
Name ' Z fWAf +lt yr GCC: Phone: (27 -
Street: /:'Y5C_2 Resident of property? : .Aiy
City, State Zip: 37
Contractor Information
Name 5 yF- TR r , Phone: Yo? - 36 3 - 98'00
Street: .s97 y L,,1L e Y A5"-r- z?4 - Fax: Yo 7 -363 - '790
City, State Zip: O/1G4NPo. PCC- .3Z7_? °/ State License No.: 5-Cc- /3//Y ?9<03
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
PERMIT INFORMATION
Building Permit L
Square Footage: Construction Type: if/OU-) No. of Stories:
No. of Dwelling Units: / Flood Zone:
Electrical Plumbing
New Service - No. of AMPS: New Construction - No. of Fixtures:
Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads:
opt
V5\
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.
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.
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.
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. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent Date X-Vupevontractor/Agent Date
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary-Sta a of Florida Date Signature of Notary -State of Florida Date
i ROBERT M. FONTAINE
MY COMMISSION # EE 003495
EXPIRES: June 23, 2014
Ow
Bonded Th
to Me or
Produced ID Type o L
APPROVALS: ZONING:
t
UTILITIES:
ENGINEERING: QFIRE:
COMMENTS:
Rev 11.08
IW e$ •• ROBERT M. FONTAINE
F
MY COMMISSION # EE 003495
3 2014EXPIRS. June 2014NotaryRF9ondedThraPublicUnderwriters
Contractor/Agent is 11C Personally Know to Me or
Produced ID Type o
WASTE WATER:
BUILDING:
SupplyPro: Order Management
Builder's Account 16300- Order Type: PurchaseOrder View Schedule
Number: 4786397
Builder's Order 13037475- Order
Received View Documents
Number: 000 Status:
Builder Status:
Permit Not Available View Printable
Number:
View BuildPro
Job: 163516ON000 - Building 14 - CM06 Format
Job Start Date: 8/31/2010
Detail I Notes I History I Change Requests Options
Date User Action Notes
416/2011 Lennar Note Created via Integration
Homes LLC - Received
4/15/2011 System Note Sent where are the shutters? Please let me know so I
Admin can send installer out. Thanks, Jose
4/18/2011 Lennar Note I have the shutters, have him call me when he
Homes LLC - Received comes out so that I can give him the shutters.
v - Mark Notes As Read -
Send Note to Builder Without Changing the Order Status
Note to Builder:
Page 1 of 1
https://www.hyphensolutions.comIMH2SUPPLY1OrderslOrderDetail.asp?order%5Fid=32... 4/18/2011
SupplyPro: Order Management
349 Bella Rosa Circle Celery Estates II -669561 6695611042 - 349 Bella Rosa
Sanford, FL 32771 15550 Lightwave Drive Circle
Suite 210 349 Bella Rosa Circle
Plan I Elevation I Clearwater, FL 33760 Sanford, FL 32771
Swing:
1573/A/R Contact Information: Contact Information:
555) 555-5555 Chris Westhelle, [OLH-CM]
Subdivision / Phase: anthony.desimone c(-Iennar.com (407) 832-0246
Celery Estates II- Chris.Westhellea-Lennar.com
6695611 Phase 0
Lot / Block:
1042 /'SEC BLK LOT 42
Supplier Information
Supplier's Order Number:
Task Filter: .-g rypdate supplier info ..:
Detail
Task:
T -Screen Enclos-Lanai [4786397 -
13812119-000] [OP]
Requested Start Date: 4/22/2011
Acknowledged Start
4/22/2011
Date: -
Note to Builder:
ED CC Me on Acknowledgement
SKU Description
CONTRACT FW95B00200 -SCREEN
LANAIENCLOSURE
WALLMATERIAL PER SQ
FT (USCLANAI -ADD
SCREEN ENCLOSURE FOR
LANAI)
CONTRACT FW95B00500 -SCREENED
DOOR KIT MAT'L
USCLANAI -ADD SCREEN
ENCLOSURE FOR LANAI)
CONTRACT FW951370200 -INSTALL
SCREEN LANAI
ENCLOSUREWALL PER
SQ FT (USCLANAI -ADD
SCREEN ENCLOSURE FOR
LANAI)
CONTRACT FW951370500 -INSTALL
SCREENED DOOR KIT
USCLANAI -ADD SCREEN
ENCLOSURE FOR LANAI)
O - Indicates a Required field
End
4/22/2011
Date:
End
4/22/2011
Date:
Order Received
Unit
Total
Price
130 0 $1.40 $182.00
1 0 $90.00 $90.00
130 - 0 $1.24 $161.20
1 0 $25.00 $25.00
Subtotal: $458.20
Tax:
Total: $477.24
Page 1 of 1
https://www.hyphensolutions.comIMH2SUPPLY1OrderslOrderDetail.asp?order%5Fid=32... 4/16/2011
I
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 'VI) q fit
I hereby name and appoint: k oOF-X' /Y ,
an agent of S/4- fit 7 A y , N C —
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.
r4 The specific permit and application for work located at:
xy'sR- G le SA.ufaCJ% 3 2.7 -7)
street Address)
Expiration Date for This Limited Power of Attorney: /Z /V Al
License Holder Name: . 4 US,E -J-6/4.15 D, f- Ser- y-+
State License Number: SCC l 511le
Signature of License Holder: s' +
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this day ofP/CfL--
200/, by -te_ ,Tvu a sicv- who is rson all kno
to me or o who has produced as
identification and who did (did not) t e an path.
Signature
Notary Seal) (I V%l " e. LE "'bELWF
AV 6 + -Nao Print or type name
P'% Amp EE LEBELLOT Notary Public - State of X21 On—
SSIqyOOpANpSSION 0
DD770425 Commission No. X & S
F IRFS' AAerd 23, 2012
OF.
My Commission Expires: 10--
Rev. 3/27/07)
x,
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
V CE;J rQ
MAII
N.,C1=A.ASADAvwJoHH
LTRACTA
PRpPERTY
APP RAISER d2es, ! 46db y} d ]
SEMINOLENry.FL
N. 1f` 'i k /
d?
RO Jt R
1101 E. nEtgrsT
9AKFooio.FL32771-1466 da
407-66;'75OB
d312? 123 125 124 123 122 121 137 1117 tta
VALUE SUMMARY
VALUES
2011
Workinq Cerl
GENERAL Value Method Cost/Market Cost/N
Parcel Id: 29-19-31-502-0000-0420 Number of Buildings 0
Owner: LENNAR HOMES LLC
Depreciated Bldg Value $0
Mailing Address: 15550 LIGHTWAVE DR STE 210 Depreciated EXFT Value $0
City,State,ZipCode: CLEARWATER FL 33760 Land Value (Market) $22,000 $2
Property Address: 349 BELLA ROSA CIR SANFORD 32771 Land Value Ag $0
Subdivision Name: CELERY ESTATES NORTH
Just/Market Value $22,000 $2
Tax District: S1-SANFORD
Portablity Adj $0
Exemptions:
Save Our Homes Adj $0Dor: 00 -VACANT RESIDENTIAL
Amendment 1 Adj $220 $
Assessed Value (SOH) $21,780 $1
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Vz
County General Fund $21,780 $0 $2
Amendment 1 adjustment is not applicable to school assessment) Schools $22,000 $0 $2
City Sanford $21,780 $0 $2
SJWM(Saint Johns Water Management) 1 $21,780 $0 $2
County Bonds 1 $21,780 $0 $2
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES 2010 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified 2010 Tax Bill Amount: $
WARRANTY DEED 06/2008 07014 0848 $3,018,400 Vacant No 2010 Certified Taxable Value and Taxes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMEIFindComparableSaleswithinthisSubdivision
LAND
LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value,
LOT 0 0 1.000 22,000.00 $22,000 PLATS: Pick...
Permits LOT 42 CELERY ESTATES NORTH PB 71 PGS 38 -
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before tieing finalized for ad valorem tax purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/web/re_web.seminole_county title?parcel=29193150200000420&cpad=Bella Ros... 4/18/2011
W
V
tJ..
5974 Lakekurat Dr. Orlando, F132819
Offiee:407-363-9800 Fax: 407-363-7909
e -wail: silvertrendneil,rr.eaw
T
36"
I
Lennar Homes
Celery Estates II Lot 42
349 Sella Rosa Cir.
Sanford, FL 32771
81 sit
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
Chapter 3/Screen Walls & Balconies
AAF Guide as Refereced by: F.B.C. 2002.4.1 & Homeowner:400AW 't94fF- Designer: JrV F.R.C. R301.2.1.1.1
Site Address: 34Q& -E t c,,c , /^cj> g Z-7 Wind Zone: 10 mph
Builder:S(«fA- MFA_ b X,.0 License Exposure:B C]C
Overall Dimensions: Length: ! (ft) Width
Structure is attaching to: AMa f
Height @ Attachment: 9 f '( ft Attaching to: Concrete umber Other
Overall Height_ j y (
ft)
Walls Supporting Guard Rail
A) Select Girt : (Table 30
Load Width:
B) Select Column: (/ab% 30Y age )
Load Width: Span Select
Walls Not Supporting Roof or Guard Rail
A) Select Girt : (Table 304 C page3~1b )
Load Width: 5114 --Span_ -F " Selectz ..
B) Select Column: (Table 304 e pag0-4o )
Load Width:_Span_ F' `d y Select ;
4
no,
m
w .
w
SIZE VARIES
C6 POST SPACING
C 3 3 REFER TO TABLE 304. /////////
0
rn HOST STRUCTURE
HOST STRUCTURE
O
n
c/
ra
law o
3 /.
zSELECT
O /
c r / _ w a n.
J "o
o' v,
z 90
z n00
n
fDKPW
Z
0 FOUNDATION
C3
Do
C7
3
3 3
N'
O
O
V
0
SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF)
0
i" X 2" VERTICAL @ POST/COLUMN
PERIMETER (TYPICAL) 1" X 2" OB PERIMETER PER TABLE 304
BY WIND ZONE
C4 C5 CHAIR RAIL (GIRT)
3 3 DESIGNED USING TABLE 301
OR 304 BY WIND ZONE
KICKPLATE RAIL (GIRT)
DESIGNED USING TABLE 301
OR 304 BY WIND ZONE
J, !!///! J//////i/r//r////, /J:',!/rrJ J'r /J: ri /ii/ rJJ/; r1i Jai JJ1/
1r//Jrr/r/.
OPTIONAL KICKPLATE /HEIGHT VARIES /.' , ,• :: , / , :: / ' ' OPTIONAL KIC HEIGHT VARIES,'.,
J ,/!//! 1 l.•r J//JJ///1/////,J'
J,/
J://•. !•/.. ! J J./ri////i////!!I/l/1/J
I
Chapter 3 - Screened Walls & Balconies
NOTE #1: USE 1/4"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 TYPICAL)/ SPACING 24" O.C. AND
WITHIN 4" OF EACH PERPENDICULAR MEMBER
jo o HOST STRUCTURE ELEMENTS
1"X2" OB @ PERIMETER
FASTEN PER NOTE #1
to ' w
FASTEN POST END PER DETAIL C1 OR
C2 ACCORDING TO LOAD CONDITION
SPECIFIED IN POST TABLE (304)
J
H
2"
ADDITIONAL GIRTS SHALL BE ADDED TO
JNTAIN A MAXIMUM VERTICAL SPACING
R HORIZONTALS OF 96"
POSTS SIZED PER TABLE
304 BY WIND ZONE
MR RAIL (GIRT) - SELECT BY
VD ZONE FROM TABLE 301 OR 304
POSTS SIZED PER TABLE
304 BY WIND ZONE
KICKPLATE RAIL(GIRT)- SELECT
BY WIND ZONE FROM TABLE 303
SOLID KICKPLATE (OPTIONAL)
FASTEN POST END PER DETAIL C1 OR C2
ACCORDING TO LOAD CONDITION SPECIFIED
IN POST TABLE (304)
1X2 OB SOLE PLATE UNLESS NOTED
OTHERWISE, FASTEN TO FLOOR OR
FOUNDATION W/ 1/4"0 FASTENERS 1"
EMBEDMENT @ 24" O.C.
TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF)
FOUNDATION OR BALCONY
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 3 - Screened Walls & Balconies
2X3 COLUMN SHOWN SIZE
COLUMN PER TABLE 302 OR 304
2"X2"X1/8" ANGLE EACH SIDE -
3/8" DIA CONCRETE ANCHOR
W/2" EMBEDMENT (MIN.) (TYPICAL)
SCREEN (OR
KICKPLATE)
2 EACH #14 SMS EACH
SIDE (1" O.C. MIN.)
2" MINIMUM
COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 1
LOAD CONDITION #1
NOTES:
1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION
2) COLUMN SIZE TO BE DETERMINED BY TABLE 302 WHEN POSTS MUST SUPPORT
GUARDRAIL AND TABLE 304 WHEN SUPPORTING SCREEN ONLY COLUMN TABLES
3) WHEN POSTS SUPPORT HANDRAIL/GUARDRAIL FASTEN ENDS FOR DETAIL C2/3
2X4 -COLUMN SHOWN (MINIMUM SIZE
COLUMN FOR LOAD CONDITION #2) PER
TABLE 302 OR 304
FASTEN POST TO CONCRETE WITH 2" X 2" X 1/8"
THICK ANGLE BY 2" LONG W/ 2 EACH #12 SMS
INTO POST AND 1/4"0 CONCRETE ANCHOR W/2"
EMBEDMENT (MIN.)(TYPICAL EACH SIDE OF POST)
fV I.• I.
SCREEN
FASTEN SOLE TO POST USING 2 EACH 10 SMS
FROM SOLE INTO INTERNAL SCREW SP'JN ES OF
POST (OR, FROM POST INTO SOLE PLAT ;70R.
WITH 1" X 1" X 1/16" ANGLE 2" LONG E.. 2
EACH #8 SMS INTO EACH MEMBER
COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 2
LOAD CONDITION #2 3
FOR ALL POSTS SUPPORTING HANDRAIL/GUARDRAIL AND
A000RDING TO TABLE 304 WHEN POSTS SUPPORT SCR Y
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WTNn ARFAS (-)(V)7 Frlitinnl 1 n
Chapter 3 - Screened Walls & Balconies
i VX 2 OB @ PERIMETER
REFER TO NOTE #1- THIS SHEET
PICKETS MAY BE 1" SQUARE
ISN# 5) AT 47/8" (Max) O.C. Ln
I OR, 'A" SQUARE (ISN# 13)
i a AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
J 11' X 1" X 1/16" ANGLES 2";LONG;WITH
w " 2-#8 X 1/2" LONG S.M.S. AT EACH LEG
TYPICAL EACH SIDE, TOP BOTTOM)
HOST STRUCTURE ELEMENTS I NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO
WOOD HOST AND 1/1"0 X 2'/a" LONG
CONCRETE SCREWS INTO CONCRETE OR
MASONRY CONSTRUCTION (1" EMBEDMENT
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 SHEET
11 I # 10 S.M.S. FROM INSIDE
II FACE OF 1 X 2 OB INTO;
SCREW SPLINES OF i X`2 OB PICKETS MAY BE 1" SQUARE
w I 1" EMBEDMENT MI IR7U ) ISN# 5) AT 4-7/8" (Max) O.C.
N, w OR, 3/4" SQUARE (ISN# 13)
w
I REFER TO NOTE;
AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW) '
0. jl k 1- THIS SHEET `
t n 1" X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/ 2
EACH #10 S.M.S. 1" EMBEDMENT
HOST•STRUC7'URE ELEMENTS r
NOTE #2: IN SCREEN WALLS
WITHOUT GUARDRAILS, PICKETS
NOT PRESENT. ALL OTHER
ATTRIBUTES OF DETAILS APPLY.
CONNECTION WITH CONCEALED FASTENERS
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 3/a" PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Editinn) 1 n
Page 3-9
Chapter 3 - Screened Walls & Balconies
HOST STRUCTURE ELEMENTS
LO
Lu
J
W
ui
e I 1" X 1" X 1/16" ANGLES 2" LONG WITH
248 X 1/2" LONG S.M.S. AT EACH LEG
I TYPICAL EACH SIDE, TOP & BOTTOM)
N I
REFER TO NOTE #I - THIS SHEET
INN (pp
1 %I+
J.._• •-' i x 2 OB @ PERIMETErf
CONNECTION WITH EXPOSED FASTENERS
NOTE #i: USE 1/a"0 X 3" LONG LAGS INTO
WOOD HOST AND 1/."0 X 21/4" LONG
HOST STRUCTURE ELEMENTS CONCRETE SCREWS INTO CONCRETE OR
MASONRY CONSTRUCTION (1" EMBEDMENT
TYPICAL)/ SPACING 24" O.C. AND WITHIN 4"
OF EACH PERPENDICULAR MEMBER
to — — —
Lu
l
LuLu}
REFER TO NOTE #1 - THIS SHEET
U I `
2- # 10 S.M.S. FROM INSIDE FACE OF
U) i ; k
L- 1 X 2 OB INTO SCREW SPLINES OF 1
II X 2 OB (1" EMBEDMENT MINIMUM.)
0
REFER TO NOTE #1- THIS SHEET
I
1 X 2 OB @ PERIMETER
CONNE WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0
Chapter 3 - Screened Walls & Balconies
HOST•STRU&U' RE•ELEMENTS
u"'
2" X 2" X 1/8" ANGLE EACH SIDE S
W/ 2 EACH It 14 S,M.S. x Y
NOTE #1: TYPICAL PERIMETER 1X2 FASTENING TO
s HOST - USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST
AND 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO
SELECT COLUMN AND POST END CONCRETE OR MASONRY CONSTRUCTION (1"
FASTENING CONDITION PER TABLE EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND
302 / 304 BY WIND ZONE ) WITHIN 8" OF EACH SIDE OF EACH POST
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
i tl I t
u i
SELECT COLUMN AND POSTI,I_ND s T
FASTENING CONDMOWPER
TABLE 302 / 304 BY WIND ZIONE
IE ,
i I .l1 i
SCREEN
2£E CH #10 SMS X 1-1/2"i4 f
t. G INTO SOLE PLAiE 46
PICKETS MAY BE 1" SQUARE (ISN# 5)
AT 47/8" (Max) O.C. OR, 3A" SQUARE
ISN# 13) AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
1 2" X 2" X 1/8" ANGLE 6CH SIDE
W12 EACH #14 S.MiS. '
i 1i i ti
s 1 { ?/8"0 CONCRETE AryCO W/2" MIN.
EMBEDMENT (FOR LOAD CONDITION 1)
I
I
1X2 OB1 LE PLATE
r
2500'PSi
tV CONCRETE
24.O.C.•
ANDAOPROVED
WIT 'IN $NOF
ONNECTINCRETE
G @
MEMBER5 (2.' EMBEDMENT TYPICAL) '
POST TO FOUNDATION FASTENING C7
PARTIAL ELEVATION @ SCREEN FACE) 3
PICKFT FASTENING: 910 SMS BY 1" EMBEDMENT
INTO PICKET SCREW SLOT(S), 2 EACH END FOR
1" PICKET, 1 EACH END FOR IA" PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Page 3 - 10
n
G
c
0
M
O
C
3 ALLOWABLE Extrusion SPANS in WALLS Not Supporting Roofs or Guardrails Table 304 c
3 (Tab, -apples to Posts and ChairRaifsJ FOR 120 mph Wind Zone Screen Mesh: 18/14
Maximum Girt Spacing = 7 ft o.c. vertically) - nit Load/Design Pressure = 13.2 psf - - - Exposure B - -- D
z Alby: 6005T5 or 6061T6 st Spaci d Width —
o
o
N
O Nz
z
W
o
3
1),N
z
3
o
CD
a
c
N
O N N
CD c
v 3aWo
Lam.
N
3 CIP
3" Side parallel to screen surface [Tabular Value in paranthesis indicates Load Condition .or Post End Fastening Detail]
N
3
dt
D
F+
fD
OD
fD
W
NOl
Extrusion ---4 0 '-0" i 5'-6"--6_0 ---6,-6" ^--=-0" 7'-6"----$-0
2X2X.046" Holbw - - 7'-0" (1) (
s - - 5=1 1) 5'-9" (1) 5^6" (1) S'-4" (1) 5'-2" (1) 4'_11" (1)
2X2X.046" Self -Mating Snap - 7' -ii" (1) 7'-6" (1) i -' 1" 6_9" (1) 6'=6" (1)
r-
6_3" (1) 6'-0" (1) 5'-10" (1) , 5'-8" (1) _
3X2X.050 Holbw * 7'-0" (1) 6'-7" (1) 16'-3 (1) 5' 9" (1) ' S'-6" (1) 5'-4" (1) 5'-2" (1) 4'-11" (1)
2X3X.050" Holbw----_--9'-6" (1).._ .8'-11" (1 '-6" " 1) ! 7'_9" (1) 7'=5" (i) 7'-2" (1) 6'-11" (1) _6'_9" (1) ..
2X3X.046" Self -Mating Snap-- 10'-7" (1) , 9'-11" (1) 8' " ( 8'-711(l) 8'-3" (1) 7-11" 7'-8" (1) 7_6" (1)
2X4X.050" Holbw 11'-10" (1) 11'-2" (1) 10'-7" (1) 1 (1) 9'-4" (i) 8'-11" (1) 8'-8" (1) 8'-5" (1)
2X4X.Q46" Self -Matin . Snap 12'-11" 1 12'-3" 1 11'-7" 1 11'-i" ' • " - " Self -Mating p () - (} (,- (- {1) j 10-2 (1) 9-9(1) 9; 511 (1) 9 2 (1)
2X4 Self -Mating Beam 10'-6" (1) 9'-11 (1) 9'-5"(1) 8 -11 (1) 8'-3" (1) 7'-11" (1) 7=8 (1) 7--5" (1)
2X5 Self -Mating Beam - 13'`3" {1) 12'-6" (1) li'-11" (1) 11'_4"-(1) 1 10" (i) S' " (1) 10' -O' -(l) 9'-8'-(1) 9'-5--(l)
2X6 Self -Mating Beam- -. 14'-10" (1) 14'-0" (1) 13'-4" i 12'-8" 1 12'-2" 1 '-8" (2) 11'-3" (2) 10'-10" (2)! 10'-6" 2
v 2X7 Self -Mating Beam (2) 2) 17'-3" (2) 16'-5" (2) 15'_9" (2 15'-1" ( 4'-7" (2) 14'-1" (2) 13'_7" (2) 19'-3"
2X8 Self -Mating Beam i 29'-3" (2) j
X18'-
2"
27'-6" (2) 26'-2" (2) 24'-11" (2) 23'-10" (2);2'- 1" (2) 21'-4" (2} 20'-8" (2)
PP"ARE'D FOR
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v SETBACK GUIREMENT!
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STRUCTURES WERE NOT
I
F.r.R.C. SIB L8 0 71 UNLEW NOTED
10.1'
ACCORDING TO TRE FEDERI
SETBACK LINE
AGENCY FIRM NAP NO.1211 0090 F. EFFECTIVE
04/28/07. THE PROPERTY HEREON IS IN
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RESTRICTIONS, OR AQ NERS OF RECORD.
NAVDEASROUMD UTILITIE FOUNDATI04 OR OTHEF
STRUCTURES WERE NOT ATED BY THIS SURVEY.
F.r.R.C. SIB L8 0 71 UNLEW NOTED
M
ACCORDING TO TRE FEDERI Y MANAGEMENT
AGENCY FIRM NAP NO.1211 0090 F. EFFECTIVE
04/28/07. THE PROPERTY HEREON IS IN
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DATE OF FIELD SURVEY
PLOT PLAN 12/15/10
BOUNDARY 2/7/11
FORMBOARO 2/11/11
FOUAQ 77DN 2/16/11
FRANj
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1368 EAST
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T 7HE MAP OF
NCE WITH THE
SECTIOx
GARY/R. ROCHE, LS NO. 6306
FLORIDA REGISTERED LAID SURVEYOR APD MAPPER.* NOT
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V3 HART & REID
URS - LAND SURVEYORS
STREET, KISSIMMEE, FL 34744
16-1216 FAX 846-0037
FICATE NO. LB 6605
PROJECT INFORMATION
JOB NO. 119195
DRAWN BY. TOF
REVIEWED BY. &RR