HomeMy WebLinkAbout100 E Jinkins Cir 04-77 Screen replacemento
CITY OF SANFORD PERMIT APPLICATION
Permit # : I (,
P
Date:
JohAddress: 100 G ')11yet/5 I`(CI QY-T"a 3:l ,)—
Description of Work: Q—dY15'IAC-} L'Dh-,J?
Historic District: Zoning: Value of Work: 5 So Cl
Permit Type: Building T Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Poly __
Mechanical• Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Wwter Closets Plumbing Repair — Residential or Commercial
Occupancy Type: ResidentialCommercial Industrial Total Square Footage:
Construction Type: ^ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for 2t':crs s ar,'G)
Parcel #:
Owners Name & Address: 'i—ca/ t 7 fin. J`DNt U
00 E, 1-fin /2Q
Contractor Nam • & Address:
96 e u:
Phone & Fax: 'TU
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Eneineer
Address:
Contact Person:
Attach Proof of Ownership & Legal Description)
Phone: / — oC o %
License Number:
pekpr-- 94AJ tone: /07- ' %7 /
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify thatno work or installation has commenced :rior to s:he issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand thai 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 rc:gu ad nR construction
and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PA'Y 1'1G, TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. 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 prit is verification That 1 will notify the owner of 1Shure
ZTOwner/Agent Q
erint Owner/Agent's Name tignature
of Notary -State of Florida iLwncr/
Agent is _ Personally Known to Me or ZV
Produced ID FL D L- property
of the requirem of FloAda Lien aw, FS 71 . a3
v-a-off late
Signature of Contractor/Agent Date Pr
ontractor/Agent's Nam late
Signature of Notary tate of Florida Date 2 c y M
a rL as e r a- vw r
r
Contractor/Agent
is V Personally Known to Me or Produced ID
APPROVED BY:
Bldg `F 1%70-6'3 Zonin__: Utilities: Initial Sc
Date) (Initial fi Date) F D:
Initial 8
Date) ;Ina:zl & Date)
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL1`1
Yr
f'+ J
1.
r CdLEMAN CIR
a WV--
Scnunulr Counh
D fjj
PFt,crl v inrli•
D i
m `%
cfr kej
II II 4. hint ly.
411-1.1'_7til,L Ll 1- A
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 12-20-30-504-0000-0040 Tax District: S1-SANFORD Number of Buildings: 1
JOHNSON JODI A & 00- Depreciated Bldg Value: $62,485
Owner: ANTHONY Exemptions: HOMESTEAD Depreciated EXFT Value: $600
Address: 100 E JINKINS CIR Land Value (Market): $16,910
City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0
Property Address: 100 JINKINS CIR E SANFORD 32773 Just/Market Value: $79,995
Subdivision Name: SOUTH PINECREST 4TH ADD Assessed Value (SOH): $73,055
Dor: 01-SINGLE FAMILY Exempt Value: $25,000
Taxable Value: $48,055
SALES
Deed Date Book Page Amount Vac/Imp
WARRANTY DEED 06/2000 03886 0784 $72,900 Improved
QUIT CLAIM DEED 10/1998 03519 0911 $27,400 Improved 2003 VALUE SUMMARY
QUIT CLAIM DEED 02/1998 03369 0478 S100 Improved 2003 Tax Bill Amount: $967
WARRANTY DEED 07/1992 02449 0087 $68,000 Improved 2003 Taxable Value: $46,343
WARRANTY DEED 04/1992 02430 0743 $60,000 Improved
WARRANTY DEED 08/1990 02215 0519 $65,000 Improved
Find Comparable Sales within this Subdivision
LAND
Land Unit Land LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth
Units Price Value LEG LOT 4 SOUTH PINECREST 4TH ADD PB 12
FRONT FOOT &
100 115 .000 190.00 $16,910
PG 43
DEPTH
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1959 5 2,166 1,098 CONC BLOCK $62,485 $83,313
Appendage / Sgft OPEN PORCH FINISHED / 96
Appendage / Sgft ENCLOSED PORCH UNFINISHED / 538
Appendage 1 Sgft SCREEN PORCH UNFINISHED / 434
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
FIREPLACE 1984 1 $600 $1,200
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
urposes.
Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://
www. scpafl.org/pls/web/re_web.seminole_county_title?parcel=1220305040000004(... 10/13/2003
CIX CNRN C••RCLE
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SC[fTH P%VECi?LST T RD Ao&riaNY M
tit
il l Ll c w
PLANS REVIEWED
CITY OF SANFORD
C-1 (P.) & (a) R MIL 25.00
5<
L z 39.29•
Property Address:
100 East Jinkins Street
Sanford, Florida 32773
Survey Number: 0-62570
Notes:
1 Accepted By
Legal Description
Lot 4, SOUTH PINECREST FOURTH ADDITIO
according to the Plat thereof, as recorded in Plat Boo
12, Pages 42-43, of the Public Records of Semino
County, Florida.
Community Number. 120294 Panel. 0045
Suffix: E F.LR.M. Date: 411711995 Flood Zone: X
Field Work: 611912000 Completed: 612012000
Certified To:
Jodi A. Johnson; Anthony K Johnson; First America
Title Insurance Company; First Horizon Hom
Funding, Inc., its successors and/or assigns.
PLAT LIMIT
ICo. 00' P. 700.00' 1w C =
35.37' 25.0' Lz r25'
FD. — — — — — — — — — • — — \
Tom• ).
R. Ad
98%
8.30')1. 89v5':TNf. 1
7i.
7T• ABC '.
cRtQ7t`a 12.
0• D•
RY
7EFAC
of SNCiF rawW ly2O' - h
Q \ LD RESIOENG'I• A /
100 rsD'
11.
IP 1 -
08 •
FD. {•
F+ 25. 06' i w•
1,7,•a h
r51'
u. b
C-
1 13A55.0't'LL g0.1 i .14.
r
FD.
74.96' P. 74.98• tA. EAST
JINKINS CIRCLE 501
RIW 9blD —
GFL C
rMl O
SLUED
aTV h
FD.
1/7' 1R O
h
S"
n" STATE 7 TETaff5SLC d-
Z5 L MCALCCR RMSTERCO LAND, SVRYCrOR NC: 7 1M . nay
slvwY .S R/1r xo ra MO+TLACt LTR RD•VLMfS --onS LYLY. L' c-s-_2Y raT
TM5 VSY B THOSE TO Na 17 IS CE"wArD. IM5 52 Kr LS Nor TD BC u5r8 FOR CO'
ISTALIC matt POWaTTLNa DCDOV OR ANT• DUZIR use wr ODT MC R1b TT(N COVSLNT Or
n r rWAKIAL "WTOAS u NOT
VALID UNLESS SEALED WITH THE SIGNING SURVEYORS
EMBOSSED SEAL . p..;
r.t:t, •u ":.,cT a F
st1 Surveyors,
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I
SCREED, ACRYLIC / VINYL,, GLASS & MODULAR ROODS ( SECTION 3
COMPOSITE ROOF PANELS:
4) 1 /4" x 4" LAG BOLTS W/
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
2" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
MIN. (3) #10 x 1-1/2" S.M.S. IN
SCREW BOSSES
TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1'-0"
RNERRANELS ATTACHED
TER. 7
HEADER ATTACHED TO POST
IW/ MIN. (3)#10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2" x 2", 2" x 3" OR 3" x 2"
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2" S.M.S. IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4 MASONRY
ANCHOR @ 6" FROM EACH II
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
CCPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3- q1 7
SE0,710M 7 FRCOF PA'Ni=l PRODUC7-
1J.'4 AA j y,l_Z)
XIST'INA TRUSS OR RAFTER
10 Y1-l OR WOOD
OD FCREWPERRA.;' TE-R
C, R TR. U S S -1 A L
X 3 /4 " S. M. S. 0 :'Pi OD
SC EW SPACED @ 12" O.C.
XIS TINIG -7--, q-, tjp.0
WOOD FRAME, MAZ37,1 1 7
lf--j\! CJ17__E:711 COINS-! R'lic USE
RNLISCONF.RvI i q ,
ail ' 14 -,I " iMASCNF,11 ANCHOR
OR EQUAL@ 24" O.C. jS-
410 ,I, 4!" FORWOOD, S.
M.S. 0 R 14V 0 0 D S CIR E', N S Z
L-Lca
a" 0. ic. S 0 i 7 Si. c \K_ ROOF
PANEL a
C
OFPANEL TO WA pA10311livN
0 T E S WCOD STRUCTURES 31-i(.DUL 7, 7' U S S 5,U 77 :Z CF. ', - su 8 :Z- FRA."
0ING WHERE POSSIBLE C_NL"(. 15% OF SCREWS CAN BE OLITIDET.— T C_ BUTTS.
SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO
THE HOST STFRUC71 IRE SHALL ;HX,/E MINIMUM 1-1 /4"WASHERS OR SH.1" BE WASHER
HEADED SCREWS. HEADER
INSIDE DINIEENISICN ;_=,_UAL TO P-AAMEL OR PAIN'S DEPT." L - Ti
ICKNES-S SHIALL P-E T'l—' E TH, 41C _`S' E ALUHAA INIUNI PA' CiR COMIFCS, 1 WALL
THICKNESS-S. HEADER'S 'SHiALL BE ANCHORED TO THE HOST ST RUCT U*RE WiT ANCHORS
APPRCPP,!A-;-_ NiATERIAL CONNECTED TO. THE ANCHICRS DDEET;,'i =-D k
B 0 VE A fRE E A SEZ _-_ 0 . 1 A L,3 A D F -7 0 it 1 _2 0 N1. P.I.H. F-0 R S E C S E: 0 7 C , 1 4, 6 0 6 Ni
A,, \1 I i%;i UiNl 7-- C. S 6: CS-, S-r Z.1,1I 1M : _l = I ; I
SECTION 7 SOLID ROOF PANEL PRODUCTS
Table 7.4.1 Structall Building Systems Inc. Snap & Lock 0 Composite Roof Panels
Allowable Spans for Composite Roof Panels @ Various Loads
minuet Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density
nufacturers' Propne Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density
3" z 48" x 0.024" Roof Panel Glass Rooms
res Screen Rooms Part
3" x 48" x 0.030" Roof Panel Glass Rooms
4" x 48" x 0.024" Roof Panel Glass Rooms
4" x 48" x 0.030" Roof Panel Glass Rooms
Note: Total roof panel width = room width+ wail width + overhang.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
E37 M U C TA L mull-
aano avor®ware 350
BURBANK, OLDSMAR, FL 34677-4906 LOCAL (
813) 855-2627 NATIONWIDE
1-800-969-3706 FAX (
8 i3) 854-2802 PAGE
i J'
o
COPYRIGHT 2CO3 NOT
TO BE REPRODUCED iN WHOLE OR IN FART WITHOUT THE'WRI, i E?! PS'=1WSSiON OF LAWRENCE E. BENNE T i , P.E. inno-
Sloped Roof oof ially
Enclosed Enclosed Overhang / Cantilever
Region
182 span
3
span
4
span
182
span
3
span
4
span
182
span
3
span
4
span
1&
2 span
3
span
4
span
All
Roofs
1-
43'-10"23'-0"20'22'-9"21'-11"13'-6"15'-1"14'-7"15'-1"17'-9"16'-3"d'-0" MPH
1'-d"23'-10"23'-018'-8"0'-11"20'-2"11'-7"13'-6"13'-T"13'-9"15'-4"14'-10"d'-0"0'
13" 22'-9" 21'-11" 19'-5" 18'-10" 10'-8" 12'-5" 11'-6" 12'-6" 13'-11" 13'-6" 4'-0" 123
MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 10'-5" 11'-7" 11'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130
MPH 18'-0" 20'-2" 19'-5" 15'-1" 1T-9" 16'-3" 9'-10" 10'-11" 10'-7" 11'-1" 12'-11" 12'-6" 4'-0" 140
MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-2" 10'-3" 9'-11" 10'-3" 11'-6" 11'-1" s'-3" 150
MPH 12'" 13'-9" . 13'-3" 12'-4" 13'-9" 13'-3" 8'-7" 9'-7" 9'-3" 9'-6" 10'-8" 10'-4" 3'-11" Wind
Open
Structures Mono -
Sloped Roof Screen
Rooms Mono -
Sloped Roof Partially
Enclosed Enclosed Overhang / Cantilever
Region
15 2 span
3
span-
4
span
1&
2 span
3
span
4
span
18:
2 span
3
span
d
span
18
2 span
3
span
4
span
All
Roofs
100
MPH 24'-11" 2T-11" 2T-0" 23'-10" 26'-8" 25'-9" 15'-10" 18'-5" 1T-10" 18'-8" 20'-10" 20'-2" 110
MPH 24'-11" 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 14'-2" 15'-10" 15'-4" 16'-2" 19'-3" 18'-8" 120
MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-1" 12'-11" 14'-6" 14'-0" 14'-8" 17'-8" 15'-10" 123
MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 12'-8" 14'-2" 13'-9" 14'-4" 16'-0" 15'-6" 130
MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-1G" 1 20'-2" 11'-6" 13'-6" 13'-0" 13'-7" 15'-2" 14'-8" 4'-0" 140
MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-?" 10'-9" 14'-2" 13'-8" 4'-0" 150
MPH i4r5"- 16'-2" • 15'-7"-- 14'=5" 16'=2" 15'=7"-_ 10'=0" 1 i'-3" 10'-1D"` 11'-2"_ 13'-2" 12'-9" 1,-0„ Wind
Region
Open
Structures Mono -
Sloped Roof Screen
Rooms Mono -
Sloped Roof Partially
Enclosed Enclosed Overhang / Cantilever
Ali
Roofs—]
18
2 span
3
span
4
span
1$
2 span
3
span
4
span
1E
2 span
3
span
4
span
1&
2 span
3
scan
4
span
100
MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 14'-9" 16'-6" 15'-11" 1T-5" 19'-6" 18'-10" 1'-0" 110
MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 13'-3" 14'-10" 14'-4" 15'-1" 18'-0' 17'-5" 4'-0" 120
MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" j 11'-6" 13'-7" 13'-2" 13'-9" 15'-4" 14'-10" 123
MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 11'-5" 13'-3" 12'-10" 13'-5" 14-11" 14'-6" 1'-0" 130
MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 10'-9" 12'-7" 11'-8" 12'-8" 14'-2" 13'-8" 4'-0" 140
MPH 13'-e" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-1" 11'-3" 10'-10" ' 11'-3" 13'-3" 12'-9" 4'-0" 150
MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 9'-5" 10'-6" 10'-2" 10'-5" 12'" 11'-4" Wind
Region
Open
Structures Mono -
Sloped Roof Screen
Rooms Mono -
Sloped Roof Partially
Enclosed Enclosed Overhang / Cantilever
All
Roofs
1&
2 span
3
span
4
span
1&
2 span
3
span
4
span
182
span
3
span
4
span
1&
2 span-
3
span
4
span
100
MPH 27'-9" 30'-11" 29'-11" 26'-5" 29'-6' 28'-7" 18'-3" 20'-5" 19'-9" 20'-8" 23'-1" 22'" 4'-0" 110
MPH 27'-9" 30'-11" 29'-11" 24'-4" 27'-2" 26'-3" 15'-9" 18'-6" 17'-11" 19'-1" 21'-5" 20'-8" 4'-0" 120
MPH 26'-5" 29'-6" 28'-7" 22'-8" 25'-4" 24'-5" 14'-5" 16'-1" 15'-7" 17'-6" 19'-7" 18'-11" 4'-0" 123
MPH 25'-5" 28'-5" 27'-5" 21'-11" 24'-7" 23'-9" 14'-1" 15'-9" 15'-2" 15'-10" 19'-0" 18'-5" 4'-0" 130
MPH 23'-5" 26'-2" 25'-4" 20'-8" 23'-1" 22'-4" 13'-4" 14'-11" 14'-5" 15'-0" 17'-11" 16'-3" 4'-0" 140
MPH 15'-11" 17'-11" 17'-3" 15'-11" 17'-11' 17'-3" 12'-5" 13'-10" 13'-5" 14'-0" 15'-8" 15'-2" 4'-0" 150
MPH 15'-11" 17'-11" 17'-3" 15'-11" 17'-11' 17'-3" 11'-2" 12'-11" 12'-6" 13'-1" 14'-7" 14'-1" 4'-0"
N
Table- 3.1.1 "C' Ahowablc midge Bea:n.. Spans - Hollov%, Extrusions
Fo, Screen or Vim,[ F
For v seconc wind gust at 1,10 WP r velocity; using design load of 20 #!SF (36'ISF for Max. Cantilever)
Aluminum Aliov 606E T 5
2" x 2" x 0,044" 2" x 2" x 0.055"
Load
Width (ft.)
f,`.ax. Span. 'L' / (bending *I ' or de-flection `d') Load
Width (ft.)
Max. Spar, 'L' i (bending 'b' or deflection 'd')
i to 2 Span: 3 Spar, 4 Span
I
1 Max.
Cantilever 1 8, 2 Spa 3 Span 4 Span
Max'
Cantilever
5 4'4 d l 5'-5" d 5'-3" b i 1'-1" d 5 4'-8" d 5'-9" d 5'-B" b 1'-2" d
6 4'-?" d 4'-11" b 4'-9" b 1'-0" d 6 4'-4" d 5'-5" d 5'-3" b 1'-1" d
7 3'-11" d 4'-7" b 4'-5" b 0'-11" d 7 4'-2" d 4'-11" b 4'-10" b 1'-0" d
8 3'-9" d 4'-3" b 4' 7 b 0'-11" d 8 3'-11" d 4'-8" b 4'-6" b 0'-11" d
9 3'-7" d I 4'-0- b 3'-11" b 0'-10" d 3 3'-10" d 4'-5" b 4'-3" b 0'-11" d
10 3'-5" b 3'-10" b 3'-8" b 0'-10" d 10 3'-8" d 4'-2" b 4'-0" b 0'-11" d
11 3'-3" b 3'-8" b 3'-6" b 0'-10" d 11 3'-7" d 3'-11" b 3'-10" b 0'-10" d
12 3'-1" b 3'-6" b 3'-4" b 1 0'-10" d 12 3'-5" b 3'-10" b 3'-8" b 0'-10" d
3" x 2" x 0.045" 3" x 2" x 0.070"
Load
Width (ft.)
Max. Span 'L' / (bending 'b' or deflection 'd') Load
Width (ft.)
Max. Span 'L' / (bending 'b' or deflection 'd')
y
1 ii 2 Spa 3Span
i
4 Spar.
Max.
antilever 1 8 2 Spanp 3 Spanp 4 Spanp
Max'
I Cantilever
5 4'-11" d l 6'-1" d 6-3" d 1'-2" d 5 5'-7" d 6'-10" d T-0" d 1'-4" d
6 4'-8" d 5'-9" d 5'-9" b 1'-2" d 6 5'-3" d 6'-5" d 6-7" d 1'-3" d
7 4'-5" d 5-6" d 5'-4" b 1'-1" d 7 4'-11" d 6-2" d 6-3" d 1'-3" d
8 4'-3" d 5'-1" b 4'-11" b{ V-0" d 8 4'-9" d 5'-10" d 5-11" b 1'-2" d
9 4'-1" d 4'-10" b 4'-8" b 0'-11" d 9 4'-7" d 5'-8" d 5-7" b 1'-1" d
10 1" d 4'-7" b 4'-5" b 0'-11" d 10 4'-5" d 5'-5" d 5'-3" b 1'-1" d
1: 0" d ; 4'4" b 4'-3" b C-11" d 11 4'-3" d 5-2" b 5'-0" b 1'-0" d
12 31-8" d 4'-2" b 4'-1" b 0'-11" d d 4'-11" b 1 4'-10" b 1'-0" d
2" x 3" x 0.045" 2" x 4" x 0.050"
Load
Width (ft.)
Max. Span 'L' / (bending 'b' or deflection'
Width (ft.)
ax. Span 'L' / (bending 'b' or deflection 'd')
1 & 2 Spa 3 Span 4 Span
Max.
Cantilever
1 & 2 Spa 3 Span 4 Span
Max.
Cantilever
I 5 F-2" d T-4" b 7'-1" b V-6" d 5 7'-11" d 9'-4" b 9'-0". b 1'-11" d..
6 d i 6'-8" b t 6'-5" b i 1'-5" d 5 T-6" 8'-6" b I 8'- b 1'-10" d 1
7 1-_ d 6'-2" b( 5'-11' b 1'-4" d I 7 7'-1" b 11" b( 7'-7" b 1'-9" d i
8 b k 5'-9" b 5'-7" b; 1'-3" d T-5" b T-2" b 1'-8" d
9 4'-10" b 1 5'-5" b 5'-3" b i V-3" d 9 6'-3" b 6-11" b 6-9" b 1'-7" d
10 4'-7" b I 5'-2" b 4'-11" b I 1'-2" d 10 5'-11" b 6'-7" b 6'-5" b 1'-6" d
11 4`-S" b 4'-11 " b) 4'-9" b d 11 f 5'-8" b 6-4" b 6-1" b 1'-6" d
12 4'-3" b 4'-9" b p 4`-7" b I 1" d.i 12 5'-5" b 6'-0" b 5'-10" b ', 1'-5" d
Notes:
1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam
connection to the above spans for total beam spans.
2. Spans may be interpolated.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 321, 21
LEPHONE (386) 767=774
FAX (356) 767-655=
PAGE
CC) COPYRIGHT 2003
3-28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SCREEN, ACRYLIC / VINYL, GLASS &MODULAR ROOMS
Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans
For Screen Rooms or Vinyl Rooms
Aluminum Alloy 6063 T-6
For 3 second wind aust at 110 MPH velocitv: using design load of 11 #/SF
SECTION 3
Sections
Tributary Load Width 'W' = Purli ng
3'-0"' 3'-0" 4'-0" d'-6" 5'-0" 5'-0" 6'-0" 6'-6" 1 7'-0" 7'-6"
Allowable Height 'H' / bending '
9'-5" b 1 8'-9" b 8'-2" b T-8" b T-4" b 6'-11" b 6'-8" b
ion 'd'
2" x 2" x 0.044" Hollow 6'-5" b 6'-2" b 5'-11" b
10'-3" b 9'-6" b 8'-11" b 8'-5" b T-11" b T-7" b b 6'-11" b 6'-9" b 6'-6" b
3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b T-11" b T-8" b T-5" b 7'-2" b
3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" . d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 7-2" b 8'-10" b 8'-6" b
2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b
2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 22'-0" b 11'-6" b 11'-0" b 10'-8- b 10'-3- b
2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 1T-5" b 16'-8" b 16-0" b 15'-5" b 14'-11" b
2" x 6" x 0.050" S.M.B. 26'-l" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1 ". b 16'-6" b
2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7' 4" b 7'-1" b
2" x 3" x 0.045" Snap 14'1l" b 13'-4" b 12'-5" b 11'-9" . b 11'-2" b 10'-7" b 10'-2- b 9'-9" b 9'-5" b 9'-l" b
2" x 4" x 0.045" Snap 1 1T-7" bi 16'-3" b 15'-3" b 14'-4" b 137" b 1 7--11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b
ruL a SCGUllu Will UUJI al. ILU I11Irn VC I UI Lv. U,II Iu Yun UlI Iun us I ii11!^
Sections
Tributary Load Width '11V`= Purlin Spacin
3'-0"' T-6" 1 4.-0" 1 4.-0" 1 5'-0" 5'-6" 6.-0" 6''6" 7'-0" 7'-6"
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b T-6" b T-1" b 6'-8" b 67" b 6'-l" b 5-11" b 5'-8" b T-6" b
2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b T-9" b T-4 b 6711" b 6'-8" b 6'-5" b 6-2" b 5'-11' b
3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b T-1",- b 6'-10" b 6'-7" b
3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-l" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b T-10" b
2" x.3" x 0.045" Hollow- 12'-10" b 11'-11" b 1-1'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8' S" b 8'-2" b
2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 17-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b
2" x 5" x 0.050" S.M.B. 21'-8" b 29-1" b 18'-9" b 17'-9" b 16-10" b 16'-0" b 15%4" b 14'-9" b 14'-2" b 13'-9" b
2" x 6" x 0.050" S.M.B. 2T-11" b 27-2" b 20'-9" b 19'-7" b 18'-7" b 1 T-9" b 16'-11" b 16'-37 b 15'-8" : b 15'=2" b
2" x 2" x 0.044" Snap 10' 4" b 9'-7" b 8'-11" b 8'-5" b T-11' b T-7" b 7' 4" b 7'-0" b 6'-9". b 6' 6" b
2" x 3" x 0.045" Snap 13'-3" b 17-3" b 1l'-5" b 10'-9" b 10'-3" b 9'-9" b 9' 4" b 8'-11-" b 8'-8." - b 8' 4" b
2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6"= b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b
NuMb:..
1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam
connection to the above spans for total beam spans.
2. Spans may be interpolated.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
COPYRiGi i 2003 PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSICN OF LAWRENCE E. BENNETT, P.E. 3-39
tichard I -I Zapf
867 Stonewall Place) a 117
ianford, FI 32773
ermit No
TATE OF FLORIDA
OUNT'Y OF: SEMINOLE
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05065 FAG 1026
CLERK'S # 20031874:26
RECORDED 10/17/2003 02:51113 PM
RECORDING FEES 6.00
REGIR%'D BY L McKinley
Tax Folio No.
12-20-30-504-0000-0040
NOTICE OF COMMENCEMENT CERTIFIED COPY
MARYANNE HOME .
VLE.RK OF CIRCUIT COURT
BEM `LE ORIDA
P 1TY f?LFR
OCT 17 2003
ITIE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in
ccordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of
ommencement
1. Description ofpropert (legnl dcscr' 3tion of property, and sheet address ifnvniinble)
h:04:ss tt
Z. General des fj1( QWvement-
3. Owner information:
a. Name and address-
JODI JOHNSON
100 EAST JINKINS CIRCLE
SANFORD FL 32773
b. Interest in property-
c. Name and address of fee simple titleholder (if other than owner):
1. Contractor:
Exterior Homesavers, Inc.
V867 Stonewall Place)t$ III
Sanford, F132773
407-322-6149 SCC 056734
Surety
a. Name and address-
b. Amount of bond $ 11A Lender: (
name and address) it N A Persons
within the State of Florida designated by Owner upon whom notices or other documents may be served as ovided
by Section 713.13(1)(a)7., Florida Statutes: (name and address) In
addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as ovided
in Section 713.11(1)(b), Florida Statutes: (name and address) N/4 Expiration
date of notice of commencement (the expiration date is I year from the date of recording unless a fI'
erent date is succified) Norn
to and subscribed before the is
R}> day of QC-j-, ,2003 Yl
2 otary'
s Naive: aJ 4 P P , ZA otary'
s Commission Expiries: 'zz J 0'7 Signature
of Owner) Owner'
s Name Do- I -p ¢ yyser i,1 Ad
ress D O -