HomeMy WebLinkAbout104 Kays Landing Dr (3)0
P lX C ( 40 702 50 RECEIVED
(� CITY OF SANFO PERMIT APPLICATION t
Permit # _(t _ D—� I� I� k ®J OCT
1 9 2005
Job Address: ,ODate:
1
�l L—ay\ �nG ,
Description of Work: �OQ(� z nCloSi�r�
Historic District: Yi c Zoning: Value of Work: $ 4(}5
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
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 Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone:
'I (FEMA form required for other than X)
Parcel #: (3T 19 3 O — i O0O — Du4o (Attach Proof of Ownership & Legal Description)
Owners Name & Address:
2.0 ,
Phone:
Contractor Name & Address:
5 State License Number:
Phone & Fax: _ Q 32W 7? Q Contact Person: Phone:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: _ 10 25 �)_ (�r(�✓i.
Fax:
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 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 figm other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance ofpe it is verification that will notify the owner of the property of the require of F arida Lien Law, FS 713.
io
o� 06
-
ate of Owner/Agent ate Si natu a of Contractor/A t Date
13
Print Owner/Agent's am "Al
lJ Pri ontract r/Agent'N
I
�� �� s e 10 /I aS
S gn of N ry-S tate f to ' Date Signature of Nota -Stat of Florida Date
� .. ... on ........... uu.un.....u..� _. .. -
IFER K. GI SON
Comml)00421387 %Ashley Andrews
Owner/Agent is _1 = o t e8/28/2008 '" Commission# 467®d
AG� Contractor/Agent is Personally-ariowt� Me�it2
Produced ID 40)432.4254: : ' yrt
- _ Produced ID = %�9dflC5: SCj� �9
Assn. Inc 7 Bonded ':
ian.........0...............
yy Atlantic B6 >6-
APPLICATION APPROVED BY: Bldg: l Zoning: Utilities:
FD:
nitial & Date) (Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions:
A LP
Seminole County Property Appraiser Get Information by Parcel Number
Page I of 1
http://wNCW.scpafl.org/pls/web/re—web.seminole—county title?pai:,&e-l=-'14l9'3051900000,64... 10/10/2005
DAym JoEilasam. CFAASA
PRijPERTV
,
APPRAISER
SENINGLECOUNTY.FL
tiC?1E- �tELST.'ST
SANFORD, FL327-,'1-146B-
4�7-$b5-�5�
2006 WORKING VALUE SUMMARY
GENERAL
Value Method:
Market
Parcel Id: 34-19-30-519-0000-0640
Number of Buildings:
0
Owner: LO LAND ASSETS LP
Depreciated Bldg Value:
$0
Mailing Address: 2020 MAIN ST STE 1150
Depreciated EXFT Value:
$0
City,State,ZipCode: IRVINE CA 92614
Land Value (Market):
$27,0$0
Property Address: 104 KAYS LANDING DR SANFORD 32771
Land Value Ag:
$0
Subdivision Name: KAYS LANDING PHASE 1
JustlMar•ketValue:
$27,000
Tax District: S1-SANFORD
Assessed Value (SOH):
$27,000
Exemptions:
Exempt. Value:
$0
Dor: 00 -VACANT RESIDENTIAL
Taxable Value:
$27,000
http://wNCW.scpafl.org/pls/web/re—web.seminole—county title?pai:,&e-l=-'14l9'3051900000,64... 10/10/2005
Division of Corporations
Page 1 of 2
for=tt�t$Gr,c�cr-`
�I,Rz(��ia ���� ��rr'. o'%�� �? '� ,,: y„ ' 1gg � g LJi*��� �41� J•'� ��,
Foreign Limited Partnership
LO LAND ASSETS, LP
PRINCIPAL ADDRESS
2020 MAIN STREET, SUITE 1150
IRVINE CA 92614
MAILING ADDRESS
2020 MAIN STREET, SUITE 1150
IRVINE CA 92614
Document Number
FEI Number
Date Filed
B04000000451
201694008
10/08/2004
State
Status
Effective Date
DE
ACTIVE
NONE
Last Event
Event Date Filed
Event Effective Date
CONTRIBUTION CHANGE
04/12/2005
NONE
Actual Contribution
150,000,000.00
Re istered Agent
Name & Address
CORPORATION SERVICE COMPANY
1201 HAYS STREET
TALLAHASSEE FL 32301-2525
General Partner Detail
Name & Address Document
Number
LE LAND ASSETS, LLC
2020 MAIN STREET, SUITE 1150 M04000004287
IRVINE CA 92614
http://www.sunbiz.org/scripts/cordet.exe?al =DETFIL&nl=BO4000000451 &n2=NAMF... 11/16/2005
Division of Corporations
Annual Reports
Report Year Filed Date
2005 1 04/19/2005
Previous Filing I Return to Lisf Next Filing
View Events
View Name History
Document Images
Listed below are the images available for this filing.
04/19/2005 -- ANNUAL REPORT
04/11/2005 -- Contribution Change
11/15/2004 -- Amendment and Name Change
10/08/2004 -- Foreign LP
Page 2 of 2
THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT
http://www.sunbiz.org/scripts/cordet.exe?al=DETFIL&nl=BO4000000451 &n2=NAMF... 11/16/2005
Division of Corporations
Document Number
M04000004287
State
DE
Last Event
NAME CHANGE
AMENDMENT
Total Contribution
0.00
Foreign Limited Liability
LE LAND ASSETS, LLC
PRINCIPAL ADDRESS
2020 MAIN STREET, SUITE 1150
IRVINE CA 92614
MAILING ADDRESS
2020 MAIN STREET, SUITE 1150
IRVINE CA 92614
FEI Number
201681168
Status
ACTIVE
Event Date Filed
11/15/2004
Re istered Agent
Name & Address
CORPORATION SERVICE COMPANY
1201 HAYS STREET
TALLAHASSEE FL 32301-2525
Manager/Member Detail
Date Filed
10/08/2004
Effective Date
NONE
Event Effective Date
NONE
Page 1 of 2
http://www.sunbiz.org/scripts/cordet. exe?a1=DETFIL&n 1=MO4000004287&n2=NAMF... 11/16/2005
Name & Address Title
LOWE ENTERPRISES RES. INVESTORS, LLC
2020 MAIN STREET, SUITE 1150
MGRM
IRVINE CA 92614
Page 1 of 2
http://www.sunbiz.org/scripts/cordet. exe?a1=DETFIL&n 1=MO4000004287&n2=NAMF... 11/16/2005
Division of Corporations
Annual Reports
Report Year Filed Date
2005 =1 04/05/2005
Previous Filing Return to List Next Filing
View Events
View Name History
Document Images
Listed below are the images available for this filing.
04/05/2005 -- ANNUAL REPORT
11/15/2004 -- Name Change
10/08/2004 -- Foreign Limited
Page 2 of 2
THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT
hnp://www. sunbiz.org/scripts/cordet. exe?a1=DETFIL&n 1=MO40000042 87&n2=NAMF... 11/16/2005
Power of Attorney
Company Representing: Specialty Construction and Design, Inc.
2789 South Financial crt
Sanford Florida 32773
Ihereby name and appoint Ashley Andrews of Specialty Construction and Design Inc.
to be my lawful attorney-in-fact to act for me and apply to n I Qi
for a pool enclosure permit for work to be preformed at a location de -ibed as:
Legal
IAddress 0 S
s Owner L0 LoA,
And to sign on my behalf and do all things necessary to this appointment.
Card Holder: Dennis Rupert
License Nu4,�5
GC047510
SIGNATUR
The.foregoing instrument was acknowledged before me this day of�-, 2005,
by Dennis Rupert who is personally known to
Notary Signatur O�n
V77) OcnD 10,
Print Name Kine Cooper
State of Florida County of Florida
,�Ilitlbj, KIM R. 000PER i
My commission expires Notary Public • state of FWA
Jul 28, 2009
_ My Commission Expires
Bonded Y io
# DO 455719
of f� Natanal Notary An.
p....1
41. c p,,I, 113 167S
N V, S. TO b Rf I/ /t/, to kc
Reel,(,2.x) ti s 4L
'74yg'l -71ye
Move LjLf 16 r7),1V- k a
I—Alk �
35 3j Z_ =
35i x�
Ial OT
3/y
13OT
36/j 1 Jy 'L
00
113
-1
y 2-
q17
7q Yj 7t �'S' —I'ct
CP
71
2-Xq r A. ke
7t
cz
r4i
14
-1.24
7)�
-7
Y/
7
cn
-Ij
fi
V9 be
#q �' ay
s3 45
W10
71
yf 7,7 -jj
7t
r4i
14
-1.24
7)�
-7
Y/
7
V9 be
#q �' ay
s3 45
W10
CCL CONSULTANTS, INC.
AUTHORIZATION #LB5610
ENGINEERS SURVEYORS PLANNERS
2603 MAITLAND CENTER PARKWAY SUITE C MAITLAND. FL 32751 (407) 660-2120
POMPANO BEACH ORLANDO TAMPA JUPITER
Www- CCL —POMPANO -COM WWW. CCL —ORLANDO. COM
NATIONAL FLOOD INSURANCE PROGRAM
COMMUNITY NUMBER 12117C
PANEL NUMBER 0040 E
MAP REVISION 4/T 7/1995
FLOOV ZONE x
KAY'S LANDING PHA
BEAR1N65 BASEp ON rHr Ksr Loa-
or
NEOr M£ NORM£ASr r/4 Or S£CIION J4
rQW5141P 19 5OU04, RANGE JO EAST,
SEMINOLE COUNTY, FLORIDA, BEING
NCO -14-40-W, AN ASSUMED MERIDIAN
0 IND1CA7E9 */0" [RON POD SET MTM NUMDEA
LCAP, UNLESS OT"ERVInSE HOTEO
L L 6 L N 0 I L.O.O. • LICENSED BUStNE89 '
R• RADIUS NQD SET NAR AND DISC LORMID ,
L• AMC 0STANCE PC . POWI OF CURVATURE
e• cirNTRAI AN0.f PCPOINT OF COMPOUND CURVANRE
A/c - AIR CONDITwNER SLAB PI - POINT OF INTERSECTION
CENIERLME PRL . POINT OF REIEREE CURVATURE
-E- DRAINAGE EASEMENT — PROPOSED LOT ELEviwbom
L.M E . LATE MAINTENANCE EASEMENT
U.E.. UTILITY [ASEMEN1
F.F... fans" FLOOR 9CALi: 1' ■ so'
LOCAT/ON SXFTCX
„ �� (NOT TO SCALE)
1_1 ;'d s
IT
KA YS LANDING DRIVE
�T (RIGH T- OF- WA Y)
C2: _.,
L1--85'35'44"
Cl: �n • R=
o 25.00I
A--17'43'51" _` I ,o, L-37.35'
R=1255.001 N TY -1f DMI[MRr
L=38.6 80 _`t ow / 370.1m{II
/ 2s' B `
28.67'
owl
1h.00,
Col{RCO pvllnr 812,00' T
71i.a /i.
9. JJ' r
MODEL: 'SPRINGFIELD'
CLEVA1701V 72' I
( 50.00' v 65.00) W I W
2.6671sq,TL g
Fr. £L. Ja75' I o
I
I
A I
ttmudu "' 0 1
-----
Iagl�I I
I
t , ,LC
15' CITY 5ERV4CE EA M£NT /sy tt ]
I
C3,-
A--90'00'00
3;d=90'00'00
R=25.00'
L=39.27'
\,i5i
VIHLEN ROAD
(RI GH T OF WA Y)
NOTE:
LEGAL DESCRIP7/0N.' BUILDING WILL BE STAKED AS SHOWN
Lot 1, Koy s Landing Phose 1, according to the Plot lhereof, as recorded in Piot Book ??, at
Page Y -?n o! the Public Records, Seminole County, Florida.
NOTES (SKETCH AND LEGAL ONLY, NOT A SURVEY) 0
1. UNLESS IT BEARS 114E SIGNATURE AND THE ORIGINAL RAl5E0 T. LANDS SHOWN HEREON WERE NOT A85tRAL-IED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER MIS BY CCL CONSULTANTS INC. FOR ;"ASEu£u%S AA'0 O
DRAWNG, SKETCH, PLAT OR MAP 15 FOR INFORMATIONAL RIGHTS-OFNSO L OF RECORD,
PURPOSES ONLY AND IS NOT VALID. A001rHER THAN
OR DE SIGNING
NS A DATA SNDV#N HEREON WAS COIIIi4L_D FRCIM OT?'£� L�
►O SURVEY NAPS OR REPORTS BY OMER MAN THE SIGNING IN$TRUATENTS AND 00£5 NOT CONSTITUTE A fl£.r SURLY
PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN AS SUCH -
REVISIONS
r or ME STONING PARTY OR PAq AES.
AApp r
PLOT P AN /2/ 5 JAM Mk1IR ��
W
DAVID M. B N0,
PROFESSI L SURVEYOR and MAPP -K670 STATE OF FLORIDA a
DATE 0 KETCH DRAWN CHECKED FIELD
3/2/05 BT JAM BY DM@ I BOOK N/A
SO'd 08TO 028 Lab S -100d GNU -1-10H TT:9T SOaZ-ET-onu
3VYf
3s 5/g
36'It
363/y
37
373x/
37Vr
374
3 7%'
IXt
13I/V
—
L —
-cxl 1i�s411
C3�
11N/t IXt
�y<<Xzy
=c
k
�
7k i
1 lieur
co,'PId(
h�
� 7631 '
6'
0
lG�l
AIra
I
76 —
bXti
5o 1
ISL/y
I
i Y J
xy
2XI
IUB
3 I u �-
k., y1 L4w�l,- 5
s
17All
Lo -- Cy 14&p LU,J,ty S4,14%"a
Ioy )(-"yfC���ir�� Or.
14004-
7 7 31Y W Yf 7 7b
77;
rn,��so
_r h
i
V
GS�•
y
-cxl 1i�s411
C3�
GSI/N
�y<<Xzy
k
? �kclx? z
� 6 �yyx do
1 lieur
co,'PId(
h�
� 7631 '
6'
0
lG�l
AIra
I
76 —
bXti
5o 1
ISL/y
I
i Y J
2XI
w
Xl (cSs
r,�- SS
y ly'C )Wei
so
50
03
/Z
x CII
���
-cxl 1i�s411
2y6 X z
�y<<Xzy
k
? �kclx? z
� 6 �yyx do
1 lieur
co,'PId(
h�
� 7631 '
6'
7 ��
AIra
I
76 —
bXti
2
�l(�r
i Y J
2XI
L
tjl c£
Ler
,�
I o � g Olin N C— 91 c
0
�y
I7' 77%y
Rt
���
zz
77/y �v7
2y6 X z
�y<<Xzy
k
? �kclx? z
� 6 �yyx do
1 lieur
co,'PId(
6 1XLX�i
� 7631 '
6'
7 ��
WYK
76 —
I1 (XLxLy,
2
�l(�r
)-Yy s,l ) Z y
Droll -z(
key�GIIS
1 3G, S
r,
2y6 X z
�y<<Xzy
? �kclx? z
� 6 �yyx do
1 lieur
co,'PId(
6 1XLX�i
I��,\f ICUU�IC
3C
Z '),Yi X 1
XLx
3 i - la
k,\e
I1 (XLxLy,
2
�l(�r
�y
3C
3C
z`/
)-Yy s,l ) Z y
2 tv (Oles
Xl (cSs
r,�- SS
y ly'C )Wei
3 7 Yf
w
• �5 S/g
36'It
a
37
373//
3 7V
374
1039
IX1
It
if1
n11V I (A 1\
Lo4- (y k6js LG�d;oy s
IV/ Kbk/f�ca�j,� �h�a�C�
)40 /1�-VA
77
G
7--
—xy
-txl X��Ii
S G•
10 '/N
U•
L
r
a
SD I
/y
\
)q
h,� z
w
1xy
loz
�
IUB �
if1
n11V I (A 1\
Lo4- (y k6js LG�d;oy s
IV/ Kbk/f�ca�j,� �h�a�C�
)40 /1�-VA
77
G
-txl X��Ii
S G•
10 '/N
U•
L
r
a
SD I
/y
\
h,� z
Y J
loz
�
S�
I% O
c
so -
-t/l LE
9E
3/1 L£
r
C 01
,� 7 4
77/y ��r- 77�y �z I7. 13►uhze
ly6x z
�y r, /6 a k ry J 1 �.xyxzy
k�l x z.
`n >C c-< X rJo� r1 I� Coy 1@ic
IX/1
` _ ,4 G Lyyxzo G°�`
3§1,1A 376 �xtXz1 Ir'<<, �f (c�LA fN' 7 6 A 7 ( Yt Z 1 7( -71� ?i
Iq
K
\���,t� �y \ tv`\\ k � O1
-txl X��Ii
L
r
a
\
h,� z
Y J
loz
�
— Z
-t/l LE
9E
3/1 L£
r
C 01
,� 7 4
77/y ��r- 77�y �z I7. 13►uhze
ly6x z
�y r, /6 a k ry J 1 �.xyxzy
k�l x z.
`n >C c-< X rJo� r1 I� Coy 1@ic
IX/1
` _ ,4 G Lyyxzo G°�`
3§1,1A 376 �xtXz1 Ir'<<, �f (c�LA fN' 7 6 A 7 ( Yt Z 1 7( -71� ?i
Iq
K
\���,t� �y \ tv`\\ k � O1
-txl X��Ii
r
a
h,� z
Y J
tX1
�
9E
3/1 L£
r
C 01
,� 7 4
77/y ��r- 77�y �z I7. 13►uhze
ly6x z
�y r, /6 a k ry J 1 �.xyxzy
k�l x z.
`n >C c-< X rJo� r1 I� Coy 1@ic
IX/1
` _ ,4 G Lyyxzo G°�`
3§1,1A 376 �xtXz1 Ir'<<, �f (c�LA fN' 7 6 A 7 ( Yt Z 1 7( -71� ?i
Iq
K
\���,t� �y \ tv`\\ k � O1
FLILINE INC
A civil engineering firm
1025 South Semoran Boulevard
Suite 1093
Winter Park R 32192
[4071.679-7500
Fax [4.071679-9188
Authorization Letter
to. use Aluminum Design Manual Master -f -le
Authorization for. Specialty Construction a� Design, Inc.
2789 Financial Ct.
Sanford, FL 32733
Building Official,
The above referenced contractor is hereby authorized to use ourAluminum Design
`11anual as a master file to obtain all permits in your jurisdiction for the time period of
October 1St, .2005 thru September 30, 2006. If this authorization is. to be revoked prior
to the ending date indicated we willnotifyyou in writing via mail or facsimile. Any
indication of the alteration of this document will void the authorization. Gordon O.
Shepardson's, the engineer of record, signature and raised seal is required on this letter
to validate the authorization. 'Thankyou for your cooperation.
Signed
WINE INC.
A OR engineering firm
1025 South Semoran Boulevard
Suite 1003
Winter Park FL 32192
14071670-7500
Fax 14071619-9188
.lurnlnum En need Index Sheet
This index sheet
Detail sheets
specifies the master -file pages that can apply for the appropriate e of structure. Typical
and tables indicated are suggested for the type of structure, but do no need to apply in total.The
appropriate typical and detail sheets and tables shall be marked
r
as the apply. The listed pages
Y PP Y• g
e the only pages
that need to be attached per type of structure. Index sheets should be
attached with our engineering pages for
issuance of a permit. Any signs of alteration shall
void this index sheet. Unauthorized typical and detail sheets or
man tables cannot be used in conjunction with our
en eerin des s.
c COlVTRACTQR;
Com an Name:
f OB RFERENCE:::
S E
Address
ecial Consttuc_tian and Des' Inc. Owner Name:
558 S. Hwy 17_92
Address:
Sanford, FL 32733
" Phone number:
407-328-8776
Member ID Number: Legal Description:
" Dome
Screen enclosure
i�faysard Splice gable & 17at
Sczeen. enclosure Nos lice ble Composite roof with Pan roof wieh
P 3a Screen enclosure
Saeen enclosure;.
Screen enclosure : Screen enclosure
nC t.21
a 1.22
1.1.E
l l 1.1.4
1.21 2 __1 3.21
12
1.2.3
1.22 122 222 3.22
1.23 I._ '223
1.24
1.25
1.23 3.23
1ZS 124 t�4 1.?10 1210
` 126
125 1._tl 1_9111.26 125
1.27
' 1210
1.27 126 t.26
1.29 1 7 1.27
1211
1.210 128 1.210
1.210
E osyre B tables
1.2-11
1.211 1.211
100m h/1.3.210013
osure B tables;' Exposuze B tables"
100m h/1.32100 FxposvzejB tables ,; Exposuretables
100m
110m h/1.3.211013
h/1.3.210013 100m h/1.32100B 231 )? ostut.Btables .
lI h/1.3.2110B
120m h/1.3.21208
130m h/1.3.2130B
IDIn h/1.321103 3.3.1
120m h/1.32120B / llOmph/1.32110B
120m h 1.3.2.12013
140m h/1.32140B
120m h/13.2.120B
13 h/1.3.2130B 130m h/1.3.2130B 130en h/1.3.2130B
140m h/1.3.2140B
" 150mph/1.3215013
140mph/1.3.214013 140m h/1c32140B
150m h/1.3.2150B 15
osuze C tables
h/1.3.2150B 150mph/1.3 2150B
C tables
100m h/1.321000
I1 h/13.21100
e -,C tables
100m h/13.�1 Exposi:re;Ctables'':''
OOC 100m h/1.321000 ExparcC tables Exposurc;C tables
I
726m h 1.3:21200
/
h/1.32IC00
11 h/1.3.2110C llOm h/1.3.2110C 23'1 33.1
12% h/13.2120C h/1.3 2 170C
13 h/1.3.2130C
140m h/1.32140C
120m h/1.3.2120C Mm
13 h/1.3.2130C 120mph/1.3.2.120C
130m h/1.3.2130C ��� ',, i.
1 h/13.2I40C 130mph/1.3 21300
150rnph/13.21500
•
150mph/1.3.21500 I h/1.32140C
_L41
150mph/ 1.321500 150mrh/ 13.2.1500 • •, � � i
_
T,
lJ'
Date:
Gord t. - 333
REVISIONS
SECTION 1.1:1 DOME SCREEN ENCLOSURES 02/15/05
RISER WALL -WHERE /
REQUIRED
UNS (TYP.) �y0� 2
MAX.
UPRIGHT
G�E`6 HEIGHT
PER TABLE 00
H
SIDE ELEVATION
K— BRACING (OPTIONAL ROOF WIND BRACING
SEE SEC11ON 122 SEE SECTION 12.3 PURUNS
SCREEN K BRACING.
UPRIG UPRIGHT� SCREEN
CHAIR RAIL HEIGHT
I' x 2' BASE PLATE PER TABLE 210. OR CABLE CONNECTION
MAXI PLACEMENT & NUMBER
ISOMETRIC H III`H SEE SECTION 1.2-1
t" x 2- BASE PLATE
GRADE
K — BRACING ( OPTIONAL }
SEE SECTION 1.2-2 FRONT ELEVATION I
-TYPICAL DOME ROOF CHAR `�`
SCREEN
APPLIES
(STANDARDS) -
1) DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2004 AS 7) NO OPEN AREA BETWEEN ALUMINUM SHALL EXCEED 56
AMENDED & THE FLORIDA BUILDING CODE RESIDENTIAL AS S.F.
AMENDED 8 ASCE 7-98 FOR WIND LOAD ON THE ATTACHED TABLES. 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING
2) ALL SCREEN ENCLOSURES GREATER THAN 2C-0• MAX HBGI T AND PANEL OPENING.
SIG AND MAY BE LOCATED INTO ANY SCREEN 9
OR GREATER THAN 40'-T PROJECTION FROM THE HOST STRUCTURE
(REGARDLESS OF DIRECTION OF BEAM SPAN) OR WITH A BEAM SPAN 9) DISTANCE BETWEEN PURUNS SHALL NOT EXCEED 84 INCHES
GREATER THAN 40`-0', WILL REQUIRE SfFE SPECIFIC SIGNED AND CENTER TO CENTER.
SEALED ENGINEERING PLANS AND SIGNED AND SEALED LAYOUT .
DRAWINGS. 10) ALL PURUNS AND CHAIR RAILS WILL BE ATTACHED WITH MIN.
3) STRUCTURAL DETAIL DRAWING SHALL RELATE TO 6o63 -T6,6061 T5, OR PUROF 3 L IENSINTO gND CHAIR SCREW BOSSEp� IDE. SEE SECTION 123
OR 6061-T6 ALUMINUM EXTRUSIONS WITH AN ACTUAL WALL
THICKNESS OF NOT LESS THAN 0.0.40.11) ENCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE '
4) ALUMINUM SURFACES IN CONTACT WITH UME-MORTAR, CONCRETE WITH N.E.C.
OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ATTACHED
ALKALI -RESISTANT COATINGS SUCH AS HEAVY -BODIED BITUMINOUS TO ANY ALUMINUM MEMBERS WITHOUT PRIOR WRITTEN APPROVAL
PAINT OR WATER -WHITE METHACRYLATE LACQUER, OF THE ENGINEER.
5) ALUMINUM IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS 13)WHEN 6061-T5 OR 6061-T6 ALUMINUM ALLOY IS USED IN A
WHICH MAY BECOME REPEATEDLY WET SHALL BE PAINTED WITH TWO STRUCTURE FOR UPRIGHTS, BEAMS, KNEE BRACES, WIND BRACES,
COATS OF ALUMINUM METAL AND MASONRY PAINT, OR HEAVY -BODIED AND K -BRACES, 6063-T6 ALUMINUMA LOY MAYBE USED FOR
BITUMINOUS PAINT, OR THE WOOD OR ABSORBING MATERIAL SHALL PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES.
BE PAINTED WITH TWO COATS OF ALUMINUM HOUSE PAINT AND THE
JOINTS SEALED WITH HIGH QUALITY CAULKING COMPOUND. 14) THIS IS AN OPEN ALUMINUM FRAMED STRUCTURE WITH SCREEN
HAS AN 6) ALL FASTENERS WILL BE 24' C- C MAX UNLESS OTHERWISE NOTED. (MAX ME (Iw) OFSH OF 20.77 )D OOG LOADS ARE BASED ON I ABL.ET2002.4
FACTOR
F AND WALLS. IT
SCREWS SHALL BE COATED WEATHER SEALED." OF 2004 FLORIDA BUILDING CODE FOR
,1 � A M4ci HEIGHT UP TO 30 FT..
0�
THIS PAGE CAN ONLY BE USED FLILINE INC.
IF THE CONTRACTOR IS 1 025 ,S. SEMORAN BLVD
AUTHORIZED TO USE THE SUITE ,1093
MASTER FILE MANUAL OR IF WINTER PARK FL 32792
THE PAGE HAS AN ORIGINAL TEL. (407} 679-7500
SIGNATURE AND SEAL FAX (407) 679-9188 C-0 N HEP ics r f
E—MAIL F-.
eta
7rd 1lb'Y7-3
M6-61-9 (Loo xb� -M3s (INV3an1'P'NOIS ---
-
00SL-6L9(Lo*) 13L WN101NO NV SVH 30Vd 3H1
_ Z6LZ� )RMd N3. NLa 31 80 lVnNVI4 3-Itj 22LSM
_ £�0l 3OnS 3Hl 3Sn .Ol mZRIOHlm
W80YUS -S %Szo. Sl. 2i010�1NO0 3Hl 31
, -:-3NI3Nnn:i a3Sn 38 .ClNO N1�J 39dd SiHl
S3ndd��
A03a �:DN00 30 dOl NO 031N(.IOW .JOV�j8-
8b0
�3�03 �q3u
TWISN1 01 NO3d j
NOOdn .f/jXJ/£
OOSZ
319N1/
- 313tJJAI�00 Sd
,£ _ Ws'z 7oAnoH .f
S3W01z -
37s 14IL TVV3 HlLM
3 w .S"Lx zx-z
OL tDFKouv
S31y 3df1S030N3 N33�i0S
_ HOS 318b'O
mmm Flv43- 1 Nle 318VU aXAV nim 3 J ��dd CM 3�v 39
d TroiS 3 VD tl TIV ly N NMPM. ISM TWO
_ NVN31NIV1F "Amp"
13S 3 -AM 02 F"S9
d
dQL
13S 318V3 ist -aY3 'TNM 3HL 30 dOj 3 L.1Y Z�YN3 d0L 3H1 3l108V
318
13S 210 Z/1 3AVH IMIJ "M .Sl Zl3�A0�. 3HL 30 3"
STM T1V =31ON
'Ij -OS 00z -QW 2pd 3 N3 l =1j 'QS OOZ m3A0
S2MW QL 9NIN31Syj ON -0NO3 m033N 3-ev0 ON =TRIM 30 1.1 '06ON OOZ CLL do
� 1 SVA ddoi 3181�J 1331$ SS3lNltl „8 t-- M
NO3dVL .i/1 X
NO SNId 3ADJO Z NIM
litl2l . MM dOi 3H1 3A08V
-TIVM 3H1 X d01 3HL lY 53leVo 31.1 X 3210M
SON=S33L 01 9 /M 210.z/l 3AVH 1Snn HM, ,S1 nM STNM TN 31oN
-MW .a/ l amd
MUM 318V0
-.OS Ooz A00a W)A -MV0 Z
�NIBb'2�8—X 30 30VId N! 8b"J 13 S 3lNlb „g l-- M
Q3Sn 38 NVO 8N18V-d8 318yo
sO�s�/zo S3wsoS ON3 N33KS SllVi3a l'Z l NOLL33S
Srlo+slA3a
I
02/15/05SECT N 1.2.2 DETAILS SCREEN ENCLOSURES
x4'x0.050' PLATE
TOTAL ¢14 TEKS
ON 1'x3'x0.125 x3' L(;.
BRACIN K—BRACING CAN BE USED
PLACEIN BE
BRACING INTERIOR
Tics IN PLACE OF LING
A WALL COLUMN / POST
L,2. 71
2x2 K -BRACE . lrx4r"x0_n_snoPLATO
�n F- (TYP) W/5 TOTAL 114 TEKS
UPLAN VIEWp RAtI 2' x 7" x 0.050 PLATE OMIQ
W/ 9 TOTAL #14 TEKS
,
1'x2xo.125'x7' LG. COLUIJN / POST r
2 x2' K 114TEKs � Tu
#
BRACE do POST
x2 BASE PLATE.
3"x4'x0.050' PLATE 31 1/2'x7'xO.050' PLATE
ON 1UTAL # 14 TEKS to/9 TMAL 114 MCS
nEXTERIOR�E��LEVoRATION wjs �L #14°T� � cPs�aN VIEW
;'-'. pus)
K -BRACING DETAIL
APPLIES
TOP FOOT OF 27C2x 1/g, ANGLE .
e
"tRECRL
x2" CHANNEL
FRONT FOOT TABLE
NOTE: � x4 x5 x6 x7 x8 x9 1
1 z2" CHANNEL OT NOT 1/4':TAPCON
qtr R 2'x3' USED WITH ALL SIDE 1 2 -2 3. 3 4 4
SCREEN TYPES /10 TEK S
almsNOTE: NOTE: 2 4 4 6 6.: 8 8
Pi�iTI VIEW 2x2 ANGLE ONLY ON 77 (Krs)
HIGHLIGHT
2REOURED ON OAD BEARIING WALLS - LOAD BEARING WALL ONE
SELECT L0AD8EJU21NG UPRIGHT SOM
NOTE: -2'x UPRIGHT
TAPCON 1iL1ST GO INTO CONE NOTE:
A SUM_ OF 1-1/4". F USE R CHAIR RAIL CHAIR RAIL 48" MAx.
PAVERS ON DECK. FASTENER FROM DEI(
WILL WEND INTO DECK 1-1/4'. TOP FOOT OF
2'x2' x 1/8* ANGLE YIN. 3-2 SMS FOR FASTENING AT
FRONT FOOT OF W/ 2-#10 TEK SCREWS 4S- CHAIR RAIL,. TO UPRIGHT SCREW
2'x2' x 1/8' ANGLE INTO UPRIGHT BOSS
FOR FASTENERS 1/4' TAPCON FRONT FOOT OF 2' x 2' x1/8' ANGLE W/2 # 10
INTO DECK 2'x2'x1/8'ANGLE 7EK SCREWS INTO WALL _
TAPCON OR THUNDERBOLT
• 1-1/4' INTO CONC. DECK
CONCRETE DECK CONCRETE DECK 1x2' SCRIM CHANNEL
FRONT ELEVATION .t"��:� _ `P ,'�;r�
SIDE ELEVAT14J '
TYPICAL DECK PLATE & POST CO ��ApPLIE
T10 f�
THIS PAGE CAN ONLY BE USED FULINE INC.s.�
IF THE CONTRACTOR IS 1025 S.. SEMORAN BLVD {
AUTHORIZED TO USE THE SUITE 1093
MASTER FILE MANUAL OR IF WINTER PARK FL 32792 '
THE PAGE HAS AN ORIGINAL TEL (407) 679-7500
SIGNATURE AND SEAL_ FAX (407) 679-9188 HP£
E—MAIL onP.E t4 -
REVISIONS
15/05
SECTION 1.2.3 DETAILS SCREEN .ENCLOSURES 0
BEAM OVERLAP 4. 1A♦1X.
OR GUSSET PLATE 2 CHANNEL
FOR CONNECTOR W/ 6 10 TEKS
SCHEDULE SEE SECTION 1.2.4 I ROOF BEAM 2x4 5.6.7.8.9 10.
N
•.I • • Q
1'-2'x .040' STRAP AT EACHUPRIGHT . �i • •
UPRIGHTS. W I1 10B TEK HOLLOW � Q 3—# 10
AT EACH END #
AIAO.4•
KN
2' — H CHANNEL
IW/ 6 # 10 TEKS • •
4' MAX_ STR WAILUPRIGHT
Lva
2'x2' ANGLE KNEE B RACE D ETAI L
W/6 110 TEKS
EACH SIDE
5- OR 7- SUPER
GUTTER
STRUCTURAL GUTTER & KNEE BRACE DETAIL
PPLIES
HOUSE
ICT-1�7A "
ROOF WIND BRACE. PURUN do CHAIR RAIL SONG
ROOF
PURUN
..WIND
WALL
CHAIR
BEAM
BRACE
UPRIGHT
RAIL
oaLEss
2x2
2x2
OR �
2x2
2x8
2x3
2x3
2x8
2x3
mm
2x3
2x9
2x3
2x4
2x10
2x4
NOTE: WIND BRACING SW41 NOT BE REQUIRED WHERE BEAMS AND PURLARE
LATERALLY SUPPORTED BY CONINS CONNECTION TO HOST STRUCTURE
NOTE: WIND BRACING ATTACHMENT TO BE WITH GUSSET PLATE. H CHANNEL OR
RECEIVING CHANNEL. NO TOE NAILING IS ALLOWED
PLAN VIEW
ROOF WIND BRACING PI RLIN & CHAIR RAIL Q CAL" c
---? ... _ -.Ai QES
THIS PAGE CAN ONLY 6E USED FLILINE INC. F _
IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD_
AUTHORIZED TO USE THE SUITE 1093
MASTER FILE MANUAL OR IF WINTER PARK FL 32792
THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 _
SIGNATURE AND SEAL FAX (407) 679-9188 oNkS EP ONPZ
E—MAIL DA PE,. i'
SECTION 1.2.4
DETAILS
SCREEN ENCLOSURES 0215i05
BEAUS
NOTE:BEAMS
`1• `i' `ti 'Y ry ry ry
SCREW PATTERN -1'
CLEARANCE ON ALL 4 SIDES
2x4 8 1 1 14 X X X
OF THE GUSSET PLATE OR
`
2x5 1 1 14 16 16 X X
BEAM
SCREWS LEAPTO BE EQUALLY
2x4 4 4 6 g X X X
2x6 10 14 16 16 18 18 X
SPACED FROM TOP TO BOTTOM
2x5 4 ` 4 8 8 0 X X
S=2
2x7 14 16 T6 i8 18 20 X
AND SIDE-TO—SIDE. SCREWS
MUST BE WEATHER SEALED.
=
2x6 6 8 8 10 12 12 X
CL
2x8 16 16 18 18 20 22 22
ca
2x7 8 8 10 12 12 14 X
2xg16118 118120 22 22 24
NOTE:
it
a.—TE.
a
2 8 10 12 i2 14 14 14
2x10 18 18 20 22 22 24 24
GUSSET PLATE THICKNESS WILL
2x9 10 12 12 14 14 tb 16
#10 TEK SCREWS SIDE. OF
BE EQUAL TO OR LARGER THAN
2x10 10 12 14 14 14 .16 18
N AL BEAM
X- NO CONNECTION ALLOWED
LARGEST BEAM OR UPRIGHT USED. 114 TEK SCREWS EACH SIDE OF BEAM
X- NO CONNECTION ALLOWED
HOMEOWNER MAINTENANCE RESPONSIBILITY:
FASTENERS SHOULD
IFC IS
BE CHECKED PERIODICALLY FOR DETERIORATION.
uLTECTED
CONTACT A QUALIFIED SERVICE COMPANY.
BEAM
Gus�
FAFIPLIESI BEAM nvERi AP nR ill IC<Z T DI ATC rnwl��rn�i�.�
ALUMINUM
PHYSICAL PROPERTIES
200 -
SECTION
2XH WALL
TWEE
MODULUS
—TWALL
2x4 0.046
0:100
0.935
H
2x5 0.050
0.116
1.380
H
2x6 0.0500.120
1.920
—
TWALL
2x7 0:055
0.220
2.375
I
2x8. 0.072
0224
4.080
TWEE
2x9 0.082
0.306
5.910
Tim
2x1a 0.092
0.389
8.531
SNAP EXTRUSION
HOLLOW BEAM TABLE
SELF MATINGBEAM
ALUMINUM PHYSICAL PROPERTIES
PPL
THIS PAGE CAN ONLY BE USED
FLIUNE INC.
'S.
IF THE CONTRACTOR
IS
1025 SEMORAN BLVD.
-
AUTHORIZED TO USE THE
SUITE 1093
MASTER FILE MANUAL OR IF
WINTER PARK FL 32792-
2792
9
THE PAGE HAS AN
ORIGINAL
TEL (407) 679-7500
SIGNATURE AND SEAL_
FAX (407) 679-9188
0 H s ; ' oia`PF
E-MAIL R�
SECTION 1.2.5 (DETAILS I SCREEN ENCLOSURES
1/4"x2' OLAG SCREWS
O 24' .C. MAX. —
ANGLE
SHIM -
1/4'x2' LAG SCREWS
F -
R,!i!J
3/4'x3/4'
ALUMINUM FERRULE
3/8'x8: LAG SCREW.TYP
1 EACH SIDE OF BEAM
BEAM
REVISIM
02/15/05
1 /4 x2' LAG SCREWS
O 24' O.C. MAX. -7
).125' ANGLE W/ 4{ 10
EACH SIDE OF BEAM ANGLE
•- •
•- r
��Nvll 14P�Z-OlAi mj
3/4'x3/4'
AL'JI.IICfs1M
3/8'x8' LAG SCR TYP.
1 EACH SIDE OF
SCREEN ROOF
BEAM
2 22'x0.1 ANGLE W/
TEKS. SIDE OF BE
-OPTIONAL x2'
FOR WITH
SPLINE ROOVE
3/4'x3/4'
4ALUMINUM FERRULE
3/8'x8' LAG SCREW,TYP.
1 EACH SIDE OF BEAM
ROOF
C
25' ANGLE W/
S. EACH SIDE
OPTIONAL 1'x2"
FOR GUTTER WITH
SPLINE GROOVE
BOX BEAM
(FLAT OR ANGLED)
EXISTING ANGLED
OR PLUMB Ix
OR 2x FASCIAS
1-1 4'x2" LAG. - 2X2'x0.125 O
EACH SIDE OF BEAM
24' O.C. ALONG 1'x2' 2-2'x1/4' THRU-L
SCREEN CHANNEL SIDE OF BEAM W/
r 1
BOX BEAM
(FLAT OR ANGI
PURUN WITH TAP N OR 10- 3 SCREW
24' O.C. WITH 1 APCON OR #10- 3' SCREW THRU
2'x 2' ANGLE WALL ON EACH SIDE OF BEAM
EXISTING MASONRY
.WALL OR STUCCO
WALL WITH LAG BOLT
OR TAPCON ATTACHING
TO WALL OR STUD
SEE CONNECTION IN
SECTION .1.26
2�X2'x0.125" ANGLE ® EACI
SIDE OF BEAM W/
2-2'x114' THRU-BOLTS.-J
-
AP_ RTE
THIS PAGE CAN ONLY BE USED FULJNE INC.
IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD.. _
AUTHORIZED TO USE THE SUITE 1093
MASTER FILE MANUAL OR IF WINTER PARK FL. 32792
THE PAGE HAS AN ORIGINAL TEL (407) 679-7500
SIGNATURE AND SEAL FAX (407) 679-9188 sil
E-MAIL a1° .
SECTION 1.2.6 DETAILS SCREEN ENCLOSURES W15/05
PBEAM
CTION, OF PURLiN & ANGLE
M &, HOST STRUCTURE
PURUN CONNECTION TO HOST PURUN ANGLE TO BEAM
STRUCTURE TO BE MAXIMUM ONNECTION AND TO HOST
OF 16" FROM BEAM AND EACHTO BEAM STRUCTURE
16" THEREAFTER 2X4 3
2
2X5 3 3
iXR 2 _
cny 1
2X10
4 1
4
7
8
SEE PURUN
SCHEDULE
— SECTION
1.2.3
BEAM TO PURilrt
,
.
USE 2"-#10 SMS
INTO WOODFRAME
BEAM SIZE VARIES
p 2"=MIN
(SEE TABLE)
STRUCTURE USE .
!'—f10
(max BEAM TABLES)4
O
SMS
,
0
1 SCREW PER
p VMCAL MCH
(SEE TSE)
INTO CONCRETE
STRUCTURE, USE
2- r
3 1/2' TAPCON
PURI CONNECTIONS
USE 2"'X 2', X. 0.125- SUPPORT
.
ANGLE (EACH SIDE) -
BEAM TO PURUN
USE 2"—f10 SMS
INTO'_WOODFRAME
(SEE TABLE)
STRUCTURE USE
-BEAM CONNECTION
OE.
2'-#10 SMs
O
INTO CONCRETE
STRUCTURE USE
.1 1/2-k TAPCON
ANGLE CONNECTION
CONNECTION OF BEAM DIRECTLY TO HOST STRUCTLI-E _
_AUE
THIS PAGE CAN ONLY BE USED
IF THE CONTRACTOR IS
025FUUNS. I SEMORAN BLVD.
EB 1 5
AUTHORIZED TO USE THE
SUITE 1093 '
-
MASTER FILE MANUAL OR IF
WINTER PARK FL 32792
THE PAGE HAS AN ORIGINAL
TEL (407) 679-7500
-
SIGNATURE AND SEAL
FAX (407) 679-9188
It SH - oNPE
E-MAIL
ba P.E
REVISIONS
SECTION 1.2.7 DETAILS SCREEN ENCLOSURES 02/15/05
SPLICE PLATE SWILL BE MIN. 24 INCHES LONG,
1 NCH LESS HEIGHT THAN TUE BEAM THE SAME MINIMUM 12—/ 10 TEK SCREWS ON EACH SIDE OF
THICKNESS AS THE SPLICE x• AND LOCATED NO
THEP 1 INCH CLEARANCE
GREATER THAN 1/3 THE BEAM TH FROM THE ENDAND)LL OF THE INTERNAL SPLICE
AND LOCATED ON OPPOSITE ENDS THE MATED BEAM
71P 24
J-1/2-
PLA
2-
Typ
12' MIN-.
MIN -
SPLICE FOR BEAM BE ON
OPPOSITE ENDS OF THF MATEDBFeu_
BEAM SPLICE APPLIES
FOR GUSSET CONNECTION SEE SECTION 12.4
9`C -Q --
1'-2"x .040' STRAP AT EACH
UPRIGHT do MIDWAY BETWEEN
UPRIGHTS. W/1 # 10 TEK KNEE BRACE
AT EACH END KNEE BRACE
SEE KNEE BRACE DETAILS SJ*N
HOST SPANZ
STRUCTURE a
SPAN DETAIL
- Sei f�dt
DOME FLAT OR NO SPLICE 'QP ILES
FUUNE INC. e
THIS PAGE CAN ONLY BE USED
IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD.
AUTHORIZED TO USE THE SUITE 1093'
MASTER FILE MANUAL OR IF WINTER PARK FL 32792 _
THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 L
SIGNATURE AND SEAL FAX (407) 679-9188 ` P
E-MAIL Pte,
REViS70NS
[SECTION 1.2.10 DETAILS SCREEN ENCLOSURES 02/15/05
(NOM- 4) 1. MIN
GRADE TYP. _ 1' MIN.
8
NO FOOTER 1 • B'
LEVEL TERRAIN
�
8AR 1 � 5 e . S'T�
El'ER
CONT.
FOOTER 2 # 5 BAR
SLOPE CANT
1 IN 6' 1' IN 3'
RIBBON FOOTER -WHERE FOOTER IS NOT CONNECTED TO DECK- FOOTER WHEN SLOPE
F-1USE 8'x8' CONCRETE RIBBON FOOTER W/ 1 #5 REBAR 1' N OR WHEN
D STEEPER
N DECK EXTENDS
CONTINUOUS TO SUPPORT UP TO 2' x V UPRtmff 33• OR MORE PEMENDCULAR
TO THE SUPPORTING STRUCTURE ;
❑ USE r- 12' CONCRETE RIBBON FOOTER W/ 2 5 KEBABS CONTIN
F4aUPGHTS LARGER THAN Y x 6'
1) FOOTER SHALL BEAR ROCK. CLEW SAND. OR STRUCTURALLY
y7c 0 SOUND SOIL (>1500 THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM
BEARING CAPACTT': TO SETTLING -2) 2) CONCRETE SHALL HAVE A 28 Y STRENGTH OF 2.500 PSI W/ Flee MESH
p1 OR 6x6 -10x10 W W WSH.
3) 3 - #3 BARS IS EQUNALENT TO 1 #5 BARS.
TY ICAL SCREEN DECK FOOTER DETAIL
APPLIES
.y
SHOULD BE PISTALLED AFTER
PLETION OF SCREEN ENCLOSURES
ALTERNATE i j\
NOTE:
SEE TYPICAL SCREEN DECK FOOTER DETAIL
FOR FOOTER DETAILS AND SONG.
ALT TE -2
RIB 30 OOTERS FOR BRICK VERS
APPLIES
THIS PAGE CAN ONLY BE USED FLIUNE INC.
IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD.
AUTHORIZED TO USE THE SUITE .1093 u
MASTER FILE MANUAL OR IF YVit�lfER, PARK FL 32792
THE PAGE HAS AN ORIGINAL TEL(407) 679-7500
SIGNATURE AND SEAL FAX (407) 679-9188
E-MAIL A P E
SECTION 1.2.11 DETAILS SCREEN ENCLOSURES
37X3" ALUMINUM COLUMN 3 114 TEI( SCREWS
3 {14 TEK SCREWS ON EACH SIDE
ON EACH SIOE-\,,� �2ANGLE O 3"
2'
REVISIONS
02/15/05
3X3' ALUMINUM COLUMN
ANGLE O 3"
2 TAPCON EACH SIDE
EMBEDDED 1 1/2"
PITO FOOTER 2*)MW ISOLATED 2 TAPCON EACH SIDE
FOOTER WITH 2,500 BABEDDO
FOOTER
1/27
PSI CONCRETE INTO
ISOLATED FOOTER FOR SOLID ROOF POSTS
APPLIES
SCREEN ENCLOSURE WITH KNEEWALL
MAXIMUM UPRIGHT SIZE-- = 2'X6' I I
CENTERED ON WALL-�
ALL CELLS AND
BOND BEAM BLOCK
FILLED WITH 2.500 :r
PSI CONCRETE r
IN AREA OF KNEEWALL,
CABLE BRACING WILL
ATTACH TO FOOTER
SEE TYPICAL DECK PLATE& POST
CONNECTION — -SECTION 1.2.2
13 BAR CONTINUOUS SET
IN BOND BEAM BLOCK -
#3 BAR AT 4' O.C.
AND AT CHANGE
IN DIRECTION
IN 8'X8 -X16" CMU
CONCRETE
DECK
2 05 BARS j
CONTINUOUS
FUUNE INC.
THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. FE
n
IF THE CONTRACTOR IS SUITE 1093
AUTHORIZED TO USE THE WINTER PARK FL 32792
MASTER FILE MANUAL OR IF E407) 679-7500
THE PAGE HAS AN ORIGINAL TEL
SIGNATURE AND SEAL (4-07) 679-9188
E—MAIL I F
,APPLIES
BEAM SPAN AND UPRIGHT HEIGHT TABLES
SECTION
SPAN
SCREEN ENCLOSURES
6063-T6 ALLOY
1.3.2.120 B
TABLES
6061-T5 ALLOY
6061-T6 ALLOY
-6L063-T-6,6061-T5,
1201VIEXPOSURE B
ALUMINUM ALLOY:
Sr 6061-T6 WIND ZONE: 12 OMPH
EXPOSUURR E B
ALL ROOF STYLES
SPANS FOR ROOF BEAMS FOR SCREEN ROOF/POOL ENCLOSURES
UP TO 150 MPH WIND LOAD
MAX SPANS FOR WALL UPRIGHTS FOR SCREEN ROOFIPOOL
WIND SPEEDS PRESSURE 10 PSF
ENCLOSURES
ROOF BEAM SPANS
interpolation between s ns is
Pa Permitted.
WALL UPRIGHT HEIGHTS
j
ROOF SPACI 0f t
Interpolation between spans is permitted -
4' S' 6' i 8' 9'
UPRIGHT SPAgN umber of feet)
SPANS
4' S' 6' 8'
9'
EIGHTS
2 X 4- 0 KNEES 16'0 1410 14'0 13'3 12'9 1 3
` 2 X 4 -1 KNEE 20'0 1810 18-0
2 X 4- 0 KN S
14'4 13'4 12'6 11'11 ` 0'10J1022
1T3 16"9 1
X 4 -2 KNEES 24T 22'10 22T 21'3 279 20'318'4
2 X 4 -1 1T4 16'6 15'11 14yq
2X5-0 KNEE$I
191 18'2 17'2 16'3 157 .15'0
2 X 5 -1 KNEE 23.6 22'2
2 X 5 - 0 KNEES 1T8 16'4 15'5 14'0 13'4
127 i
21'3 2mt 197 19-0
° 2 X 5 -2 KNEES 27"6 26'2 25'2 24'3 237 230
2 X 5 t --4EE Zi5 nr'4 19'51 in iT4
-------------
t67
X 6 - F KNEES 72 21'6 20'4 1974 1872 1T0
' 2 X 6 -1 KNEE 23
27'2
0
2 X 6 - 0 KNEES 20't 1 19'5 1 T6 16 6 155
256 24'4 23'4 22'2 • 21'0
31'2 29'6 28'4
2 X6 -1 KNEE ' 23'5 21'6 20'6 19'5
d14-6624'11
26'2 25'0
2 X 7- 0 KNEES 26'2 24.4 229 215 20'0 .191
7E 7 -1 KNEE 30.2 28'4 265
167
2 X7 - 0 KNEES 237 - 21'6 20'0 18'5 1T5
255 24'0 23'1
2 X 7.2 KNEES 342 32'4 305 29g 28'0 27.1
2X7-1 KNEE 277 25'6 24'0 22'5 21'5
207
2 X 8- ) KNEES 32'6 30'4 287 ZT2 25'10 24'3
2 X 8 =1 KNEE 36.6. 34.4
X 8- 0 KNEES 297 ZT6 254 23't0 22'4
21'3
327 31'2 :E 10 283
2 X 8 - 2 KNEES - 40'6 38'4 367 - 35'2 33'10
2 X 8 -1 KNEE 337 31'6 294 27"10 264
25.3 I
32.3
2 X 9 - 0 KNEES 35.9 33'4 31'5. 29'11 28'1 26'6
2 X 9 -1 KNEE 395 3T4 35'5
0 KNEES 31'0 305 297 2S8 24'0
22'10
33'11 32'1 30'6
X 9 - 2 KNEES 43'9 41'4 39.5 3T11 3611 34.6
2 X 9 -1 KNEE 35'0 34'2 337 29'8 28'0
26'10
2 X 10 - 0 KNEES 44.4 41'439'1' 73 35'8 34'4
2 X 10 -1 TWEE 48'4 454
2 X 10 - 0 KNEES 3T5 36'1 34'0 32'3 30'8
297.
43'1 41'3 39'8 38'4
2 X 10 - 2 KNEES 52 4 49'4 4T7 45'3 43'8
2 X 10 -1 KNEE 41'5 40'1 38'0 363 34'8
337
42'4
Interpolation between spans is permitted.
NOTE 1: Roof spans using tutee braces
between is rmitted
are figured for knee bracesInterpolation
f Oft on the horizontal. The difference in the knee brace length of
NOTE 3: Spans and heights using knee braces are used only for
less than or greater than 411 on the horizontal will be deducted from
dome, flat, and nos lice able roofs es.
or added to the the span.
NOTE 4: When using spans or heights in bold bordered areas _Site
NOTE 2: Walt spans using knee braces are figured for knee braces
specific sealed engineering and layout drawings are required when
Of Oft on the vertical. The difference in the knee brace length of
is greater in distance trom s( Qg�s-
less than or greater than 411 on the vertical will be deducted from
ega dle f w is
(regardless of which direction beams
or added to the Span.
height is 20ft or greater.
THIS PAGE CAN ONLY BE USED BY A
FLILINE INC. _
CONTRACTOR THAT IS APPROVED TO USE
1025 S. sE BLVD _-
THE
MASTERFILE MANUAL OR THE PAGE
E 1093
SUITE 1°93 :.
HAS AN
ORIGINAL. SIGNATURE AND SEAL.
HnNTEiz PARR FL 3279
TEL (407) 679-7500 REtGt3 Qn 1 5 -:
FAX (407) 679-9188
Q Ff-thepafdson, P.E.
_ toFida iF 19333
I1
This Instrument Prepared By:
Name E. Michael Holland
Address 115 West Pine Ave.
Longwood, FL 32750
Permit No.
M0del/&5&3(10
STATE OF Florida.
COUNTY OF Seminole
11111111H8011Intl In1 ffillul 113 1[on ptifHIIinl
MANYMW NURSE, CLERK{ OF CIRCUIT CWRT
SU41 ULE CUUNTY
Bit 05820 PG 1913
CLERIC'S # 2005122932
REWWO 07/22/2N5 10:3700 AN
RECURDING FES 10.00
RELWDED BY D Thosas
NOTICE OF COMMENCEMENT
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in
accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of
Commencement.
1. Description of property: Lot 64 Kays Landing Phase 1 PD 67 PGS 4143
104 trays Landing Drive Sanford, FL 32771
2. General description of improvement:
Swimming Pool and Screen Enclosure
3. Owner Information
a. Name and address:
b. Interest in property:
Engle Homes
2487 South Voulsia Ave. Suite 105
Orange City, Fl 32763
Owner
c. Name and address of fee simple titleholder (if other than owner):
0. Contractor: (name and address)
5. Surety N/A
a. Name and address:
b. Amount of bond $
6. Lender: (name and address) NIA
Holland Pools
115 W. Pine Ave
Longwood, FL 32750
CERTIFIED COPY
'1A 'ANNE MORSE
CL
F IR I�CUIRT
SEM' 0 � C )U,, fIDA
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be
served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address)
TY C
8. In addition to himself, Owner designated the following persons) to received a copy of the Lienor's Notice
as provided in Section 713.13(l)(b), Florida Statutes: (name and address)
19 2005
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a
different date is specified)
The forgoing instrument was acknowl dged before
me this ]^/a/fby
who is rson�e ally known to me/ who pro uced
as idents' cauo�n an w.ho did not take an oath.
Notary as to O
Commission #
State of FL County, mmtssion DD052824
My Commissi2005
Signature of Owner)
Owner's Name _Engle Homes
Owner's Address 2487S.Volusia Ave.Suitel05
Orange City Fl 32763
Book5820/Page1913 CFN#2005122932