HomeMy WebLinkAbout131 Dresdon Ct477CITYOFSANFORDPERMITAPPLICATIONr Z
Permit No.:2 l Date:
Job Address: I-, I Ire-, AS"
Permit Type: _ & Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler
Description of Work: 5cAA,&,- Z!L-d &v as4,v&rA1 C--wS4",:
Additional Information for Electrical & Plumbing Permits
Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: , Residential Commercial _ Industrial Total Sq Ftg: ,yO Value of Work: $ a4315 CP—
Type of Construction: Akkm Flood Zone: Number of Stories: Number of Dwelling Units:
V 1
Parcel No.: `lor 0-5M- 0o - ` no _ (Attach Proof of Ownership & Legal Description)
Owner/ lee- CS 0res8e,..
Title Holder (If other than Owner): Nib
Address:
Bonding Company:j lA
Address:
Mortgage Lender:
Address:
Arch itect/Engineer Phone No.:
Address: Fax No.:
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. IF YOU
INTEND TO OBTAIN FINANCINY, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT. 1
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 l will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signatur /Agent Date
PA t O Agent's Name
SIdS N L NIAMI
MWES:: U:1:. 261U
O /Agent is Personally Known to Me or
Produced IDS//, CPwS—
t
Agent's Name
of
C tract/Agent is
uced ID
APPLICATION APPROVED BY: ( ew'-sp— -
Date
SUSI N L MA'ii -
MY CoW?brr8Si0K*Cc8PM
i F1RE9:Jid rl,3ti
ally Known to Me or
Date: 4 . L o Z
Special Conditions:
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL
cwinoir Cc unly f
AY+trrcr+pnurar• y
04::Ao ea
1I*1 K. First St
Sanford ". 32771
40-I.A-T:116
GENERAL
Parcel Id: 33-19-30-509-0000- Tax District: S1-SANFORD
4020
01-SINGLE VALUE SUMMARY
Owner: LA FLEUR RENEE M Dor: FAMILY Value Method: Market
Address: 131 DRESDAN CT Number of Buildings: 1
City,State,ZipCode: SANFORD FL 32771 Exemptions: 00 Depreciated Bldg Value: $43,758
131 DRESDAN CT
HOMESTEAD
Property Address: Depreciated EXFT Value: $0
SANFORD 32771
Land Value (Market): $10,800
MAYFAIR MEADOWS
Subdivision Name: PH 2 Land Value Ag: $0
Just/Market Value: $54,558
SALES Assessed Value (SOH): $49,796
Deed Date Book Page Amount Vac/Imp Exempt Value: $25,000
WARRANTY DEED 08/1993 02641 1622 $53,700 Improved Taxable Value: $24,796
WARRANTY DEED 10/1991 02349 1104 $51,700 Improved Tax Bill Amount: $515
WARRANTY DEED 07/1988 01976 0996 $49,900 Improved
WARRANTY DEED 05/1987 01849 0344 $50,300 Improved
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 402 MAYFAIR MEADOWS PH 2 PB 32
LOT 0 0 1.000 10,800.00 $10,800 PGS 55 TO 58
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1987 6 1,202 1,035 WD/STUCCO FINISH $43,758 $46,183
Appendage / Sgft OPEN PORCH FINISHED / 15
Appendage / Sgft SCREEN PORCH FINISHED / 120
Appendage / Sgft UTILITY FINISHED / 32
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
http://www.scpatl.org/pIs/web/re_web.seminole=county_titIe?PARCEL=33193050900004(... 4/11 /2002
PULOHDO kREEH s AWHIHG
835 Sunshine Lane, Altamonte Springs, Florida 32714
407)862-6060 FAX (407)862-1221
LIMITED POWER OF ATTORNEY
I, Bernard Duncan, hereby authorized e- 1— to obtain
a permit for the following:
LOT: Subdivisions , IreG Utj(,l J
Address: 3I lyres n _ . Scx-rnRvrd . Vi-- 3Q-1-1
OKNER of Property: Pence, I._af ej-tr
Address: . 1
BERNARD DUNCAN
PRESIDENT
Sworn to and subscribed to me this 'f,Z by Bernard
Duncan who is personally known to me and who did take an oath.
let'. St;WN L a1AzrE
NOTARY: Co J0T3C-CC
is E 3 -1wit•7 t: rAuktiaer l. .
BOUNDARY SURVEY
LEGAL DESCRIPTION• LOT 401, MAYFAIR MEADOWS PHASE 11, ACCORDING TO THE PLAT THEREOF AS RECORDED
IN PLAT BOOK 32 PAGES 55 — 5I3 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
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NA - NOT RADIAL CONC - CONCRETE
R D ROD AL C B - CONCRETE BLOCK
CONCRETE a e RADIUS w.F WOOD FRAME
SET 1/2' REBAP y CAP PSM 5557 0 = CENTRAL ANGLE COV = COVERED
L = ANC LENGTH ENT. = ENTRANCE
FOUND Itf I,R t CAP 42108FOUTIDe' x A' COI ICPE MONUMENT T CN.BRG. - CT+ORO BEARINQ WM = WATER METER
LS LAND SUOvElQR WPP - WOOD POWER POLE
GAS METER LC. = LAND SURVEYING BUSINESS CPO v CQNC. POKER POLE
jf FIRE HYDRANT M - MCA5URE0 ABC a AIR CONDITIONER
P = CUT R\w - I it:HT OF WAY
95l —
CENTERLINE
DVIl01NC SEIPACK LINE PRM - PERK/ANENT REFERENCE FI pIJIJl.tETNT I R - IRQN R00
PC - PT OF CURVATURE - IRON Prof
x—X—x—x- BARBED WARE FENCE
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OT = PgNT OF EASEMENT
UTILITY VE ^ UTUTY EASEuCr+T OV[. - DRAINAGE # VnuTT [AS[NEN o
v oNV— OvEOuEAD UTILIR LINES CFRTI
1 D 10: NOTES:
UNIVERSAL
LAND TITLE. INC 1, THIS SURVEY IS BASED ON T14E LEGAL COMMONWEALTH
LAID TITLE INSURANCE CO. DESCRIPTION AS PROvIOED BY THE CLIENT. TRUST
RAW, CtNTRAL FIX"DA, N.A. y 1TIIS SUPvEYOR wAS NOT ABSTRACTED TWE TNELMA
T. WARDE,+ LAND SupwN NEREQN FOP EASEMENTS, RIGHTS OF
WAY OR RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND. BEARINGS
SHOWN HEREON ARE BASED ON 3. 00 NOT RECONSTRUCT PROPERTY LINES FROM THE
CENTERLINE OF ORESDAN COURT BUILDING TIES. BEING
N"*55'01'w PER PLAT. A. 140 FOQTTNG OR OVERWAN65 WAVE BEEN LOCATED
EXCEPT AS SHOWN. i•
NO IMPROVEMENTS OR VnL111ES NAVE BEEN ACCORDING
TO THE FLOOD INSURANCE RATE MAP tOCA1E0 EXCEPT AS SHOWN. NO
1z117Q OOLO E DATED THE PROPERTY e. TutS SVRvEY IS NOT VALID WITHOUT TWE Q4/17/95 SHOWN
HEREON APPEARS TO LIE IN ZONE X SIgNATURE AND THE ORIGINAL RAISED SEAL OF A FLOkt(
A LICENSED SURVEYOR AND MAPPER. C
s I yctzvgy CERTIFY THAT WE HAVE PREFORMED A FIELD SVlttl_
Y OF THE HEREON 0E5C0IBE0 PROrERTT, THIS DPerrt9NO
IS A REPRESENTAITON Or THAT $VRVEY AND M)
rLTS TrIE MINIMQM TECMNICAL ITANDAR01 SCT FORTH FIELO
DATE:) 01/15/09 y. 19RADL.EY COX c /(( ...... AS9(5V1A 1 i7 I B-. •T*a rtOMPA BOARD Or PROFY%SIQNAL LAND SVRKTORS INOI.IAPPERS IN CHAPTER IIC'7-B FiCRIOA AD--ISTRATIVt JOB
NO, 6CA939 LAND S(I'E77NG - JRRcc E URSVANT TO srcneN 47Z O27, FLORIDA STATUES. BC
REVISED: DRAWN
BY: 339
SPRINGVIEW DRIVE CHECKED
By: 6C SANFVRO, FLORIDA, 32773
DULANDO SCREEN A AWNING, INC
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Page 1 of 2 _
4- • -&,-W 1 r30l1 - • 001 nT -7 T.i-
SCREENED ENCLOSURES
Table 1.1 Allowable Spans For Primary Screen Roof frame Members
Aluminum Alloy 6063 T-0
SECTION 1
For Areas with Wind Loads 120 M.P.H. or Less and Latitudes Below 30'-30'-00" North (Jacksonville, FL)
Hollow Sections
Tributary Load Width W = Beam Spacing
3'-0" 1 4'-0" 1 T-0" I 6'-0" T-0" I 8'-0"
Allowable Span 'L' / bending b' or deflection 'd'
2" x 2" x 0.044" 8'-6" d 7'-9' d I T-2" d 1 6'-0" b 1 6'-2" b I 5'-9" b 1 T-5" b
2" x 2" x 0.055" 8'-11' d 8'-2" d T-7" d T-2' d 6'-9" b 6'-4" b T-11" b
2" x 3" x 0.045" 11'-8' d 10'-8" d 9'-8" b 8'-10' b 8'-2" b T-7' b 7'-2" b
2" x 4" x 0.050" 13'-11" b 12'-0- b 10'-9" b 9'-10" b 9'-1" b 8'-0" b 8'-0" b
Self Mating Sections
Tributary Load Width W = Beam Spacing
3'-0" 4'-0" 1 5'-0" 1 6'-0" T-0" I 8'-0" 9'-0"
Allowable Span 'L' / bending b' or deflection 'd'
2" x 4" x 0.044 x 0.100" 17'-3" d 15'-8" d 14'-6" d 13'-0" b 12'-6" b 1 l'-8" b 11'-0" b
2" x 5" x 0.050" x 0.100" 21'-5" d 19'-5" d 18'-0" d 16'-9" b 15'-0' b 14'-6' b 13'-8" b
2" x 6" x 0.050" x 0.120" 24'-11" d 22'-8" d 21'-l" d 19'-4" b 1T-11" b 16'-9" b 15'-9" b
2" x 7" x 0.055" x 0.120" 28'-9" d 26'-l" d 24'-3" b 22'-l" b 20'-6" b 19'-2" b 18'-l" b
2" x 8" x 0.072" x 0.224" 35'-9" d 37-6' d 30'-2" d 28'-4" d 26'-7" b 24'-10" b 23'-5" b
2" x 9" x 0.072" x 0.224" 39'-10" d 36'-2" d 33'-7" d 31'-7" d 29'-5" b 2T-7" b 25'-11" b
2" x 9" x 0.082" x 0.310" 41'-11' d 38'-l" d 35'-4" d 33'-3" d 31'-7- d 29'-9- b 28'-1" b
2" x 10" x 0.092" x 0.369" 48'-6" d 44'-1" d 40'-11" d 38'-6" d 36'-7' d 34'-11' d 33'-2" b
Snap Sections
Tributary Load Width W = Beam Spacing
T-0" 1 4'-0" 1 5'-0" 1 6'-0" T-0" I 8'-0" 9'-0"
Allowable Span 'L' / bending b' or deflection 'd'
2" x 2" x 0.044" 9'-7" d 8'-8" d 8'-l" d T-7" d 7"-3" d 6'-11" b 6'-6" b 2"
x 3" x 0.045" 12'-10" d 11'-8" d 10'-10" d 10'-1' b 9'-4" b 8'-9" b 8'-3" b 2"
x 4" x 0.045" 16'-2" d 14'-8" d 13'-6" b 12'-4" b 11'-5" b 10'-8" b 10'-l" b 2"
x 6" x 0.062" 26'-7" d 24'-2" d 22'-5" d 21'-l" d 19'-8" b 18'-5" b 1 T-4" b 2"
x 7" x 0.062" 30'-0" d 27'-3" d 25'-4" d 23'-0" b 21'-11" b 20'-6" b 19'-4" b Note:
1.
Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2.
The structures designed using this section shall be limited to a maximum span and upright height of 55' and a maximum upright
height of 20'. Structures larger than these limits shall have site specific engineering. 3.
Spans are based on a minimum of 100 / Sq. Ft. for up to a 140 M.P.H. Wind load. 4.
Span is measured from center of beam and upright connection to fascia or wail connection. 5.
Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans.
6.
Purtin spacing shall not exceed 6'- 8" . For beam spans greater than 49-0' the beam at the center purlin and one pudin for
each 14'-0" on each side of the center purlin shall include lateral bracing as shown in detail (48'-0") span with puriins at 6'-
8' o.c. center purlin and (2) purtins each side of center pudin need lateral bracing. Example:
Max. 'L' for 2" x 4" x 0.050" hollow section with W = 5'-0" = 10'-0" Lawrence
E. Bennett, P.E. CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (
386) 767-4774 FAX (
386) 707 556 COPYRIGHT
2001 NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SEAL
PAGE
1-
47
SCREENED ENCLOSURES I SECTION 1
Table 1.3 Allowable Post / Upright Heights For Primary Screen Wall Frame Members
Aluminum Alloy 6063 T-0
For 3 second wind gust at velocity of 120 MPH or an applied load of 14 01 sq. fL'
Hollow Sections
Tributary Load Width 'W' = Upright Spacing
3'-0" 4'-0" 5-0" 6'-0" T-0" 1 8'79'-0" Allowable
Height 'H' / bending 'b' or deflection 'd' 2"
x 2" x 0.044" 7'-7- d 6'-11" d 6'-2' b 5'-8" b 5-3' b 4'-11" b 4'-7' b 2"
x 2" x 0.055" 8'-0' d T-4' d 6'-9- b 6'-2' b 5'-8" b 64" b 5'-0" b 2"
x 3" x 0.045" 10'-5" d 9'-1" b 8'-2" b T-5" b 6'-11" b 6'-5" b 6'-1' b 11'-
9- b 10'-2" b 9'-1" b 8'-4" b- T-8" b 7"-2" b 6'-9" b Seif
Mating Sections Tributary
Load Width W = Upright Spacing 3'-
0" 1 4'-0" T-0" 1 6'-0" I T-0" 8'-0" 1 9'-0" Allowable
Height'H' / bending W or deflection'd' 2"
x 4" x 0.044 x 0.100" 15'-5" d 13'-11" b 12'-6' b 11'-5" b 10'-7" b 9'-11' b 9'-0" b 2"
x 5" x 0.050" x 0.100" 19'-l' d 17'-4" b 15'-6" b 14'-2" b 13'-l" b 12'-3" b 11'-7' b 2"
x 6" x 0.050" x 0.120" 22'-4' d 20'-0" b 1T-11" b 16'-4' b 15'-2" b 14'-2" b 13'-4" b 2"
x 7" x 0.055" x 0.120" 25'-8" d 22'-11' b 20'-6" b 18'-8" b 17'4" b 16'-2" b 15'-3" b 2"
x 8" x 0.072" x 0.224" 31'-11' d 1 29'-0" d 26'-7" b 24'-3" b 22'-6" b 1 21'-0' b 19'-10' b 2"
x 9" x O.OT2" x 0.224" 35'-7" d 32'-4" d 29'-5' b 26'-11" b 24'-11' b 23'-3" b 21'-11' b 2"
x 9" x 0.082" x 0.310" 1 3T-6" d 34'-0- d 31'-7" d 29'-0- b 26'-11- b 25'-2" b 23'-9- b 2"
x 10" x 0.092" x 0.369" 1 43'-4' d 39'-5" d 36'-7" d 34'-4' b 31'-9" b 27-8" b 28'-0" b Snap
Sections Tributary
Load Width W= Upright Spacing 3'.
0" 1 4'-0" I T-0" 1 6'-0"1 T-0" I 8'-0" I 9'-0" Allowable
Height'H' / bending 'b' or deflection 'd' 2"
x 2" x 0.044" 8'-7" d 7'-9" d T-3' d 6'-9' b 6'-3' b 5'-10' b 5-6' b 2"
x 3" x 0.045" 11'-5' d 10'-5' d 9'-4' b T-6" b 7-11" b 7'-5" b 6'-11' b 2"
x 4" x 0.045" 14'-5' d 12'-9" b 11'-5" b 10'-5" b 9'-8" b 9'-0" b 8'-0" b 2"
x 6" x 0.062" 2T-9" d 21'-7" d 19'-0" b 1 T-11" b 16'-0" b 15'-7" b 14'-0" b 2"
x 7" x 0.062" 26'-10" d 24'-4" d 21'-11' b 19'-11' b 18'-6" b 74" b 16'-4" b For
allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the specification page
for tables at the beginning of this section and example below. Note:
1.
Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040'. 2.
Using screen panel width 'W' select upright length 'H'. 3.
Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total upright height.
4.
Site specific engineering required for pool enclosures over 20' in mean roof height. 5.
Span is to be measured from center of beam and upright connection to fascia or wall connection. 6.
Chair rails of 2" x 2' x 0.044' min. and set @ 36" in height can be considered as residential guardrails provided they
are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0" in span. Example:
To alcualate allowable height at 140 MPH wind velocity for 2"
x 4" x 0.045" Snap Section with '1N' = 4'-0' 1.
Find 'H' at 120 MPH: H = 12'-9' 2.
Convert'H' to decimal feet: H=12'-9'=12.75' 3.
Select the appropriate multiplier from conversion table 1A found
on the specification sheet at the beginning of this section. if
the height is followed by'b' use Bending multiplier. t if
the height is followed by'd' use Deflection Multiplier. 4.
Multiply height in decimal feet by appropriate multiplier. H'
at 140 MPH is 12.75 x 0.88 = 11.22'=11'-3' Lawrence
E. Bennett, P.E. CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (
386) 767-4T74 FAX (
386) 767-65M Q
COPYRIGHT 2001 NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SEAL
PAGE
1-
49
SECTION 1 SCREENED ENCLOSURES
Table 1.6 Minimum Upright Sizes and Number of Screws for
Connection of Roof Beams To Wall Uprights or Beam Splicing
Beam
Size
Upright
Size
Minimum Pur11n '
b Knee Brace Size
Deck
Anchors
Notes Minimum Number of Screws Beam Stitching
Screw at 24" O.C. 8 x'h" 10 x %" 12 X'/6"
2'x3' 2'x3" 2'x2'x0.044"SMB` 2 Full Lap 6 4 4
2'x4' 2'x3' 2'x2'x0.044"SMB 2 Full Lap 8 6 4 8
2'x5' 2'x3' 2'x2'x0.044'SMB 2 Full Lap 8 6 4 8
2'x6' 1 2'x3" 2'x2'x0.044'SMB 4 Full Lap 10 8 6 10
2'x4' 2'x4' 2'x2'x0.044'SMB 4 Full Lap 10 8 6 10
2' x 6" 2' x 4" Y x 2' x 0.044' SMB 4 Partial Lap 10 8 • 6 10
2' x 7' 2' x 4' 2' x 2' x 0.044" SMB 4 Partial Lap 14 12 10 12
2" x 8" 2" x 5' 2" x 3' x 0.044' SMB 6 Partial Lap 16 14 12 14
2' x 9' 2' x 6' 2' x 3" x 0.045' SMB 6 . Partial Lap 18 16 14 14
2' x 9- 2' X 7' 2' x 4" x 0.050' SMB 6 Partial.6!2 20 18 16 14
2' x 10" 2' x 8' 2' x 4" x 0.050" SMB 6 Partial Laul 20 1 18 16 14
Screw Size Minimum Olstance and Spacing of Screws
Edge To Center Center To Center
8 5/16" 5/8"
10 3/8" 3/4'
12 1/2" 1'
14 or 1/4' 3/4' 1-1/2'
5116' 7/8' 1-314'
3/8' 1" 2"
Refers to each side of the connection of the beam and upright and each side of splice connection.
0.082' wall thickness, 0.310" flange thickness
Note:
1. Use full lap cut detail for 2" x 6" beam to 2" x 3" upright.
2. Connection of 2" x 6" to 2" x 3" not allowed for partial lap connections.
3. For beam to beam splice size and number of fasteners is per side per end of splice.
4. The number of screws is based on maximum allowable bending (beam span) for 140 M.P.H. wind load.
5. Deck anchors are based on Rawl® tapper load data for 2500 p.s.i. concrete and are considered to be typical for masonry and
concrete anchors. Number of anchors is total (1/2 per side).
6. Hollow sections shall not be spliced.
7. If larger than minimum upright is used, the number or screws is the same.
Table 1.7 Minimum Size Screen Enclosure Knee Braces
And Anchoring Required
Aluminum 6063 T-0
Brace Length Extrusion Anchoring System
0' - 2'-0" 2' x 2' x 0.044" 2' H-Channel With 3 #10 x 12' EACH SIDE
To T-0' 2' x 3' x 0.045' 2' H-Channel With 3 #10 x 12' EACH SIDE
To 4'-0" 2' x 4' x 0.044" x 0.12" Notch S.M.B. Over Beam And Upright
4 #10 x 1/2' Each Side
See Table 1.6 For Number And Size Of Screws)
Note:
1. For Required Knee Braces Greater Than 4'-6' Contact Engineer For Specifications And Details.
2. Cantilever beam detail shown on page shall be used for host strclure attachment when knee brace
length exceeds 4'-6".
SEAL
PAGE
1-52
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4358. SOUTH DAYTONA. FL 32121
TELEPHONE (38M 787j774.
FAX (380) 76T4W
@ COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF L AWRENCE E. BENNETT. P.E.
SCREENED ENCLOSURES SECTION 1
CONCRETE DECK EDGE
SCREEN
2" x 2" PRIMARY ANGLE
2" (MIN.)
1" (MIN.)
2 1/2" (MIN.)
1" x 2" O / B BASE PLATE (TYP.)
2 " x S.M.B. COLUMN
10 x 3/4" S.M.S. (TYP.)
TOP VIEW POST TO DECK DETAIL
SCALE: 3" = 1'-0"
SECONDARY ANGLE ANCHOR SCHEDULE
COLUMN
SIZE
S.M.B.OR SB
TOTAL
CONCRETE
ANCHORS
TOTAL
10 x 3/4"
S.M.S.
2 x 3 2) 1/4" 4
2 x 4 2) 1/4" 6
2 x 6 4) 1/4" 8
2 x 7 4) 1/4" 12
2x8 6)1/4" 14
2 x 9 6) 1/4" 16
DETAIL ILLUSTRATES TYPICAL
2" x 4" S.M.B. THRU 2" x 9" SUB
CONNECTIONS
SECONDARY 2" x 2" x 0.063"
ANGLE (SEE SECONDARY
ANGLE ANCHOR SCHEDULE
AND SECTION 9)
CONCRETE ANCHORS INTO
PRIMARY AND SECONDARY
ANGLES
10 x 3/4" S.M.S. 24" O/C FOR
S.M.B.
SEE SECTION #9 FOR ADDITIONAL ANCHOR INFORMATKgN
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTON& FL 32121
TELEPHONE (388) 767-4774
FAX (386) 767.6556
SEAL
COPYRIGHT 2001
PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 1 -43
SECTION 1 SCREENED ENCLOSURES
N
5) #10 S.M.S. (MIN.) —
3" x 1-1/2" x 8" FLAT BAR
D.135" PLATE OUT ON
459 ANGLE
OLT OR TURNBUCKLE FOR
CABLE TENSION
VLESS STEEL (SEE TABLE)
3ERIMETER FRAMING
MEMBER
TYPICAL CABLE WNNECTIONS @CORNER - DETAIL 1
SCALE: 3" = 1'-0"
MIN.3-3/4"
4" NOMINAL) SLAB
oo \_ MIN. 2-3/8" x 1-3/4" CONCRETE
MIN. 5d ANCHORS
MIN.5 0'.
TYPICAL CABLE CONNECTION AT SLAB DETAIL - DETAIL 2
SCALE: 3" = V-0" )
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (388) 787AT74
FAX (386) 7574M
SEAL
PAGE
COPYRIGHT 2001
1-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E.
SCREENED ENCLOSURES SECTION 1
5-1/2" (6" NOMINAL) c
SLAB (MIN.)
SELECT ANCHOR FROM TABLE 9-1A
MIN. SHEAR 607# FOR 3/32" CABLE
AND 445# FOR 1/8" CABLE, FOR 3/32"
CABLE 3/8" x 1-1/2" CONCRETE
ANCHORS (MIN.)
5d (MIN.)
v
5d (MIN.)
tiJ I
2500 P.S.I. CONCRETE
6 x 6 - 10 x 10 WELDED WIRE
MESH OR FIBER MESH
CONCRETE
ALTERNATE CABLE CONNECTIONS A) FOUNDATION - DETAIL 2
SCALE: 3" = 1'-0"
STAINLESS STEEL CABLE
CABLE CLAMP
SEE TABLE)
NOTE:
SEE PAGE 1-31 FOR NUMBER
OF CABLES REQUIRED.
2" x 2" x 0. 125" ANGLE
2" CONCRETE
MIN.)
FROM EDGE OF
OF SCREW
ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 3
SCALE: 3" = 1'-0" )
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368. SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767-47T4
FAX (386) 757-6556
SEAL
PAGE
COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1-37
SCREENED ENCLOSURES
I
CABLE BRACI
General Notes and Specifications:
SECTION 1
1) The following shall apply to the installation of cables as additional bracing to DIAGONAL bracing for pool
enclosures:
a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL
CABLE DIAMETER TOTAL ALLOWABLE WALL AREA '
3/32" 233 Sq. Ft. / PAIR OF CABLES
1/8" 445 Sq. Ft. / PAIR OF CABLES
TOTAL WALL AREA = 100% OF FRONT WALL + 50% OF SIDE WALLS
EXAMPLE: FRONT WALL AREA oQ 100'/o (8' x 32') = 256 Sq. Ft.
SIDE WALL AREA @ 50% (8' x 20') = 80 Sq. Ft.
TOTAL WALL AREA = 336 Sq. Ft.
233 Sq. Ft. x 2 sets = 466 Sq. Ft.1 > 336 Sq. Ft.; thus two sets of 3/32" cables is required.
b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL
CABLE DIAMETER SIDE WALL CABLE *-
3/32" ONE PER 233 Sq. Ft. OF WALL
1/8" ONE PER 445 Sq. Ft. OF WALL
SIDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS THAN 233 Sq. Ft.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4388, SOUTH DAYTONA. FL 32121
TELEPHONE (388) 757-4774
FAX (386) 757-65M
Q COPYRIGHT 2001
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E.
SEAL
PAGE
1-35
SEC'f10N 1 I SCREENED ENCLOSURES
PANELS / ELEMENTS HOST STRUCTURE
UNBRACED BY HOST
STRUCTURE TO BE BRACED ELEMENTS BRACED BY0BYDIAGONALSINDIAGONALS
PERIMETER PANELS (MIN.)
ELEMENTS BRACED BY HOST 0
CABLE OR
K-BRACING
STRUCTURE CONNECTION IN WALLS)
BEAMS AND / OR PURLINS
OZ
J
W = ma
I
71
TYPICAL LAYOUT
BEAMS OR PURLINS
CABLE OR CABLE OR
K-BRACING K-BRACING
IN WALLS) (IN WALLS)
EACH DIAGONAL TO BE 2 x 2 (MIN) ROOF DIAGONAL,
FASTENED EACH END W/ (2) MEET WALL AT WALL
EACH #10 S.M.S. (MIN.) BRACING AT CORNERS (TYP.)
POOL ENCLOSURE SCREEN ROOF MAY BE FLAT, GABLE, MANSARD, DOME, OR HIP)
POOL ENCLOSURE DIAGONAL BRACING - SCHEMATIC PLAN VIEW
SCALE: 3/8" = V-0"
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4388. SOUTH DAYTONA, FL U121
TELEPHONE (386) 787-4 74
FAX (380) 787-6M
SEAL
PAGE
C) COPYRIGHT 2001
1-32 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 1 SCREENED ENCLOSURES
BEAM - SCREEN ROOF
0.050" H-CHANNEL
OR GUSSETS
o
459 t
I®
I
LENGTH OF I
KNEE BRACE
ANGLE (SEE SECTION 9 FOR
SIZE AND NUMBER OF
SCREWS) ANGLE LENGTH
EQUAL TO BRACE DEPTH
PLUS (+) 4" ATTACH EACH
ANGLE TO FASCIA PER
SECTION. 9
MINIMUM CANTILEVER BRACE
2" x 3" x 0.050" OR EQUAL TO
POST SIZE USE (BRACE
DEPTH +1) REQUIRED
NUMBER OF #10 x 9/16" S.M.S.
EACH SIDE
BEAM TO WALL CONNECTION
SEE SECTION 9)
COMPOSITE 2" x 3" EAVE RAIL
BEAM TO MIN. POST
SEE TABLE 1.6)
W
W W
CL
n. g >
x
vi z C7
i
I
a
I W
m
WIDTH REQUIRED OVERHANG —
FOR GUTTER DIMENSION
CANTILEVERED BRACE CONNECTION TO WALL AND FASCIA DETAIL
SCALE: 3" = 1'-0" I
Lawrence E. Bennett, P.E.
CML FJrWNEER - DEVELOPMENT CONSULTANT
P.O. BOX 4388. SOUTH DAYTONA. FL 32121
TELEPHONE (388) 787.4774
FAX (38M TOT-4558
SEAL
PAGE
COPYRIGHT 2001
1-30 NOT TO BE REPRODUCE) IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E.
SECTION 1 SCREENED ENCLOSURES
SELF MATING BEAM
SIZE VARIES)
LEN(
KNEE
HOST STRUCTURE
ROOFING
2) 2" SCREWS (SEE SECTION
9 FOR SCREW SIZES)
2" STRAP - LOCATE AND
FASTEN PER STRAP
LOCATION DETAIL PAGE 1-19
FASCIA AND SUB -FASCIA
2" x 2" ANGLE WITH (4) S.M.S.
SEE SECTION 9 FOR SCREW
SIZES) EACH SIDE TO BEAM
TO SUPER OR EXTRUDED
GUTTER
COMPOSITE 2" x 3" EAVE GIRT
POST TO BEAM FASTENING
SEE TABLE 1.6)
SCREEN
MAY FACE IN OR OUT)
POST
SEE TABLE 1.3)
REQUIRED KNEE BRACE
MINIMUM SIZE AND
CONNECTION (SEE TABLE 1.7)
IF KNEE BRACE LENGTH
EXCEEDS TABLE 1.7 USE
CANTILEVERED BEAM
CONNECTION DETAILS
SOFFIT
SUPER OR
EXTRUDED
GUTTER
MAX. DISTANCE TO
HOST STRUCURE WALL
36" WITHOUT SITE
SUPER OR EXTRUDED GUTTER SPECIFIC ENGINEERING
RISER (OR TRANSOM) WALL @ FASCIA - DETAIL 3
SCALE: 3" =1'-O"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (388) 787-4n4
FAX (388) 7974M
SEAL
PAGE
COPYRIGHT 2001
1-2,t NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIT7EN PERMISSION OF LAWRENCE E. BENNETT, P.E.
OFFICE cul''Y ,
PERMIT # oz-ion
PLANS REVIEWED
CITY OF SANFORD