HomeMy WebLinkAbout228 S Aberdeen Cir (2)5qCPTY OF SANFORD PERNIlff -APPLICATION RECEIVED
Permit # : ®� �' I�/ Date• /70
Job Address• ZZR S AbWa —9r% 001/9-/ FEB 0 8 2007
Description of Work: p6h 1/ pJ'1 C -f GtSCti�$.� X/ fp
Historic District. 17 Zoning: Value of Work: S 17.2 C) —.
Permit Type: Building 40' Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poul.,
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 WatgOClosets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential 6001V Commercial Industrial Total Square Footage:
Construction Tyne:_ # of Stories: % # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attacchj Proof of Ownership & Legal Description) c
Owners Name & Address: rpll
�! L-7—/7Phone:
Contractor Name &'Address:
State License Number. )�� {' ® ( /�J� L
Phone & Fax.,0724(A0 FA-' Contact Person: /(�(%%1 / �1 e%;;M Phone: 7a 7.,��Q 2,f2/
Bonding Company:Z--
Address:
Mortgage Lender.
Address:
Architect/Engineer: lel*- 3 0o Y,5?3n I V Phone:
Address: 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 pi for to the
issuance of a permit and that all work will be perfornied 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 ia\wuq;udating
construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUI: I:IAYUtiG
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 applic
this county, and there may be additional permits required from other governmental entities such as
Acceptance 9'f)pf$i„f is verification that I will notify the owner of the property of the requirement
.,/L/a6
S gnature of Owner/Agent( \ "Date
P tit O vner/Agent's AW
// . 17 //
Signature of
oyI COM000036.044
E*m 911S=W
801WYfl 8wu (800 .32-4:
Owner/Agent s �sona¢g��pors
I _ Pr duccd�ti•'"'ri w1t" • '�'�'
CPPLICAIION APPROVED BY: Bldg:
t Initial & Date)
Special l onditions:
1,W6 6
'I Date S' --nature of N'
i
7 Contractor/Age-. is
1s
—Produce” .'D
417 u -
Zoning:
nitial & Date)
property that may be found in the pubtiqerecodstr,of
igement districts, state agen..cies, or f ei i- pis.
:a
...•9Z
:tor Agent Date 01
f m X 5K v�
fa s i Jatme p� � U) 1
Date—
-4
j` MOn
:S•, re of F Date- D
coo -4 0 m D
O O WWtt OT r-
Personaiiv Known to Me or co CO O
O
D
FD: _
(Initial K Date) (Itrual &- Dat:
Florida l Enclosures., Inc.
927 Hickory Street • Altamonte Springs FL 32701
Phone: (407) 260-2800 a Fax: (407) 260-6411
State Cert. Lic # SCC056689
Tuesday, November 14, 2006
THE UNDERSIGNED HEREBY APPOINTS TAMARA MCPHERSON AS ATTORNEY IN FACE TO
APPLY AND RECEIVE A BUILDING PERMIT FOR THE FOLLOWING ADDRESS:
i
2z8 A -he -dam., c / r
MY ATTORNEY IS HERBY AUTHORIZED, TO DO EVERYTHING NECESSARY TO APPLY FOR
AND REGTIVE THE BULDING PERMIT AND I RATIF EVERYTHING THE SAID ATTORNEY
SHALLDO ON MY BEHALF.
Mike Delahoz
Florida Pool
SCC056689
STATE OF FLORIDA
COUNTY OF
THE FOREGOING INSTRU NT WAS^ A . KNOWLEDGED THIS ) DAY OF
,2006, BY WHO
APPEARED BEFORE ME AND ACKNOWLEDGED THAT HE/SHE
INSTRUMENT VOLUNTARILY FOR THE PURPOSE EMPRESSES IN IT.
KNOWN OR PRODUCED IDENTIFICATION
IDENTIFICATION.
RAG AN
P NT NAME OF&OTARY
NOTARY STAMP
EALA RAGAN
tA
{1Y ° Notary �'ui�lic State of Florida
My Lommissiori ExpiresAug 23, 2009Gemmission # 07464875;+r`,,
Bonded 8y National Notary Assn.
PERSONALLY
NED THE
PERSONALLY
TYPE OF
DO KIM & ASSOCIATES, LLC
CONSULTING STRUCTURAL ENGINEERS
January 30, 2007
RE: Extension Request for Master Set Screen Enclosure Plans for Florida Pool Enclosures, Inc.
Dear Building Official:
I respectfully request that you extend the Master Set Filing until July 31, 2007 or until notified
otherwise with your building department.
As you are aware, the Florida. Board of Professional Engineers (FBPE) is currently reviewing the
practice of Master set filing of aluminum structures. Their current position is that the use of
master set filing of aluminum structures is still valid. The FBPE is continuing to look into this
matter and a potentially new practice rule governing the design of aluminum structures is
currently undergoing rule making. Sometime in 2007, the FBPE should provide better guidelines
as to the continuing use of master set filing. Therefore, I request that these plans already filed for
use as a master set plan for Florida Pool Enclosures, Inc. be valid until July 31, 2007, or until
otherwise notified.. Thank you again for your assistance.
If you,or kany member of your staff has any questions, please feel free to contact me.
N
:Sincerely,
d �
gal, pp
t u '.,i
D� Kim, P:E: (FL 949497)
P.O. Box 10039 813.874.5900
Tampa, FL 33609 813.874.5959 (fax)
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
(1x2)
Structural plan review is limited to a
general survey for code compliance. No
review is implied nor was taken to
verify structural adequacy
ALL PRIMARY ROOF BEAM%&
SHALL BE TRAC BEAM SMB 'q%
(FL PRODUCT APPROVAL #7350)
Code violations found during inspection
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004
FBC109.1
r—
<
(2x2)
w 3X48XO.024 COMPOSITE ROOF PANELS
a
<
�I
(FL PRODUCT APPROVAL ,{6636)
m
N
(2X2)
—14'-4'
(3X3) POST
N
7'-2
7'-2'
7'-2'
7'-2•
m
3
rSUPER GUTTER
I
(2X3)
PURLIN
<
Oc
17
N X
N
r Nx
I N
X
N
X
N
N
I
N
�
N
I
3
r—
<
(2x2)
< X X
N N
x
N
N
(2X2)
N
N
N
7'-2
7'-2'
7'-2'
7'-2•
i`.;
1 Nil
(1 x2)
(2X5)
(2X5)
ALL PRIMARY COLUMNS/POSTS
SHALL BE TRAC BEAM SMB
(FL PRODUCT APPROVAL #7350)
Florida Pool
Enclosures
Design Department Prepared by:
927 Hickory St.
Altamonte Springs, FL Allen
Office: 407-260-2800
Thompson
Fax: 407-260-6411
Sheet Number: 1 of 1
Job Number: 1120
Project Information:
Brenda Hernandez
228 Aberdeen Cr.
Sanford, FL 32773
Parcel ID:
Seale: NTS
Date: 12/28/06
General Notes:
1) The length given for the knee braces
represents the horizontal and vertical
displacements.
2) The locations of doors are incidental to the
design.
3) Girts remain the same throughout the
design, unless othewise noted.
4) Dimensions are to center of walls and
members.
Do Kim
Engineering
BOUNDARY SURVEY
LEGAL DESCRIP770N: LOT 96, BRYNHAVEN FIRST REPLAI,, A REPLAT OF BRMHAVEN, ACCORDING TO ME PLAT THEREOF
AS RECORDED IN PLAT BOOK 39, PAGES 20-21, OF 771E PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
0.
LOT 97
alar SCALE. 1 "=20'
ABERDEW CIRCLE
(50' R/W
a, I
o 0
LO
rn
C-1
V N
! N00272'58"W 58.39' (P) !
0
10' U.E.
t
1.
I
t
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1.61' 0> l3'47"
I
I
I
vow
as - CHORD B£ARNO
CB.S - CONCRETE BLOCK STRUCTURE
m
s„
Z I
.._-.
PSM 15144
0
��iI
1
I
® - FOUND PROPERTY CORNER
OONC - CONCRETE
'..
I
ODV• - COVERED
LOT ::
alar SCALE. 1 "=20'
ABERDEW CIRCLE
(50' R/W
a, I
o 0
LO
rn
C-1
V N
! N00272'58"W 58.39' (P) !
I
I
I
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10' U.E.
COR
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1.61' 0> l3'47"
I
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I
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I
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I
_
RADIUS
I
1
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1
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1.61' 0> l3'47"
I
I
I
14
W
as - CHORD B£ARNO
CB.S - CONCRETE BLOCK STRUCTURE
L - ARC LENGTH P.T. _ PONT OF TANGENT
LB. - LAND SURVEYING BUSINESS R ^ RADIUS
- FOUND CUT W CONC
O = SLT 1/2' Rom AND CAP
Z I
928
PSM 15144
C.M.U. - CONCRETE MASONRY UNIT
��iI
1
I
® - FOUND PROPERTY CORNER
OONC - CONCRETE
I
I
I
ODV• - COVERED
N - NORTH $ - SOUTH
I
I
NdD - NAIL AND" S7) - STORY
® VAELL
I
I
Jill
0 u
D.E - DRAINAGE EASEMENT
P - PLAT W- WEST
r
E - EAST
ENT. - ENTRANCE
P.G - POINT OF CURVATURE W.F.S- WOOD FRAME STRUCTURE
P. GP. - PERMANENT CONTROL PONT W.M.-WATER METER ®= C:OVV£RED AREA
I
I
r0.40
1
9.5 LIZ
�s'
751
I
d d
LOT 89
CURVE TABLE
CURVE
RADIUS
I LENGTH DELTA
C-1
75.00'
1.61' 0> l3'47"
yy a -o
AID.
-1%
LOT 95
0
0
a�
t�
LOT 90
RIGHT -AF WAY UNE C�JJ7�LJNE BUWHG SETBACK LINE BARB WRE FENCE WOOD FENCE -1b4V LWK CE OWWEAD U UTY LINES
y
—X—X— ---15,
_ if
A/C - AIR C:ONDIAONER
I.P. - IRON PIPE P.R.M. - PERMANENT REFERENCE LEGEND
p - CENTRAL ANGLE
LTL - IRON ROD MONUMENT
x x
as - CHORD B£ARNO
CB.S - CONCRETE BLOCK STRUCTURE
L - ARC LENGTH P.T. _ PONT OF TANGENT
LB. - LAND SURVEYING BUSINESS R ^ RADIUS
- FOUND CUT W CONC
O = SLT 1/2' Rom AND CAP
C.M. - CONCRETE MONUMENT
L.P. - LANCING PAD R/W - RIGHT Ur WAY
PSM 15144
C.M.U. - CONCRETE MASONRY UNIT
LS - LAND SURVEYOR RAD - RADIAL
® - FOUND PROPERTY CORNER
OONC - CONCRETE
M - MEASURED SD ALK
ODV• - COVERED
N - NORTH $ - SOUTH
M = 4' x 4' CONCRETE MONUMENT
CP.P. - CONCRETE POKER POLE
NdD - NAIL AND" S7) - STORY
® VAELL
D - D®
/ - NUMBER U.E -UTILITY EASEMENT
(S)GAS ME7ER
D.E - DRAINAGE EASEMENT
P - PLAT W- WEST
1f qRE HYDRANT
E - EAST
ENT. - ENTRANCE
P.G - POINT OF CURVATURE W.F.S- WOOD FRAME STRUCTURE
P. GP. - PERMANENT CONTROL PONT W.M.-WATER METER ®= C:OVV£RED AREA
F.FE - FINISHED FLOOR D-EVA77CN
P.O.B. - POINT OF BECWMNG W.P.P.- WOOD POWER POLE
FNO - FOUND
gaa - PONT OF COMMENCEMENT+
� = CpYp7ET
Io. — IDENRRCA770M
P.O.L. - POW ON UNE
'�•
SURVEY NO.
FIELD DA M-
NOTES:
4885
11/16/04
BEARINGS SHOWN HEREON ARE BASED UPON
1) This y Is based the kgol desmoUon as provided by
7HE CENTERLINE OF S ABERDEEN CIRCLE
the CI t
CJ?7fF7m TO
BE/NG N001�2 58"W PER PLAT
2) 7i'm you hos' not abs ted the Iond shown hereon for
ants, rights of way or bictlans of record wfi/di
BRENDA S HERNANOQ'
may t the Usk or use o the iond
CMAC MORTGAGE CORPORATION
3) Don t reconstruct Property IIe ficin buf7dNg ties
777E 77nE CGMPANY MID FLt�ii7IJA, INC
Long Su�'Veying Inc.
4) No f thg or oarhongs hard b located d=wt as
5, Na ameats or utiltks has located excgot a,
COMMONWEALTH LAND 7771E
,
z,o
COMMUNITY NO:
6) This y Is not wild without the signature and the
120294
Specializing 1n Residential SwT 1n
" p a � �� g'
origin rolzad —y and Mapper
PANEL, SUFFIX F.I.R.M. ATE
rtify that this sura was masa under my.
0045 E 04%f7/95
/t meets Me mhlm teannlcd standards
i1m.
Board of PrafessAw Land Surwyam and
FLOOD ZONE
101N. Country Club Road, Suite 220
ter 61617-s, Rorlda &rnhu&vtra Code,
X
Lake Mary, FL 32746
o Sects, 472027 statue:
DRAW BY.• CHECKED BY:
Office 407-330-9717 or 407-330-971
M.P. BRETT
Fax 407-330-9775
Shoemaker PS Na 5,44
a
HOST STRUTURE
(NEW OR EXISTING)
ALI,. P ARY ROOF BEAMS /
��L BE TRAC BEAM SMB (FL /
'PRODUCT APPROVAL # 7350)
i
-// PURLINS (TYP.) �, \
/
PROOF DIAGONAL BRACING
(TYP.) SEE GENERAL NOTE 14.
r�YpJ
CHAIR RAIL (TYP.)
ALL SIDE WALL COLUMNS/POSTS
SHALL BE TRAC BEAM SMB (FL
PRODUCT APPROVAL # 7350)
/ lye l
ON�
F�
"K" BRACING
(OPTIONAL)
TYPICAL DOMEROOF
NOTE: Sketch is only_a repre.jentation of a Dome Style Enclosure.
Contractor shall provide detailed layout drawings.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 874-5900
Fax: (813) 8745959
6�c .
gMS,A RevJDate Description
qN Do 2006 ISSUED
A
S`cF "s "V,, <// y Q
410
?
0
0
z
zv � s
0
�
= o
W Cn0 co
�
CL
ca
CABLE BRACING (TYP.) a
� W
z U ami
ALL PRIMARY COLUMNS/POSTS —1 ILLI 0
SHALL, BE TRAC BEAM SMB (FL U 0 CO
PRODUCT APPROVAL # 7350) DRAWN BY: DYK
CHECKED BY: DYK
® SCALE: AS SHOWN
DATE: 9/05/06
AN. ,
CIT
OE I ,
F ER 49497
DO KIM & ASSOCIATES, LLC
CA# 26887
3300 HENDERSON BLVD.,
SUITE 106
1� REVIEWED G T1mS to33
COTV OF SAS RD
M 9 tom.
401. Us Drawing No. - 060905
SHEET 1 OF 7
(
(3) #14x3'4' S.M.S.
(TYP. EACH STRAP
AND EACH SIDE)
1x2 O.B. (OPTIONAL)
(4) #14x2' S.M.S. - 1x2 O.B.
TO SUPER GUTTER (TYP.)
(4) #14x3/4' S.M.S.
(TYP•)
S.M.B. BEAM
2x24' ANGLE, EACH SIDE
(TYP.)
(8) #140/4" S.M.S-, _(4) SCREW
EACH LEG (TYP.)
SUPER GUTTER J
2' 0 DOLLOP OF CONSTRUCTION
ADHESIVE @ 5' o.c.
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL
3x3xO.093 POST (MIN.)
(4) #14x2" S.M.S., 3 SCREWS
(TYP. ALTERNATIVE)
(6) 414x34' S.M.S. TOTAL, (3) EACH. LEG
oa
USE #10x1%" S.M.S. 0 24" O.C.
' MIN, C -C SPACING (TYP.
~
PURLIN TO ROOF BEAM
3' BASE INSERT W/IYz' VERTICAL LEGS
ww
(2) #10x3'4"' S.M.S..(TYP.) —
%' THICK 6063-T6 ALLOY (TYP.)
du
d
(2) %'0 STAINLESS STEEL OR
LJ t7
104" x 2" LONG ANGLE,
HOT DIPPED GALVANIZEDo
EACH SIDE (TYP.)
POST
WEDGE ANCHORS W/ 2y' MIN.
OF BEAM (FOR 2X5 TRAC BEAM)
EMBEDMENT INTO CONCRETE.
a
N
TOP OF CONCRETE .. • . c • , -
, '. •
;
14
U
SCREEN ROOF TO PANEU COMPOSITE
COLUMN TO FOUNDATION
CONNECTION DETAIL
1A A' BY 3" LONG -
ANGLE, EACH SIDE (TYP.)
(4) 114x14" S.M.S.,
2 SCREWS -
EACH LEG (TYP.)
HOLLOW POST
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
ANGLE 4' LONG
EACH BEAM)
FACIA TO BE 2x6 (MIN.) S.P.F.
(CEDAR IS NOT ACCEPTABLE),
STRUCTURAL GRADE 2 MIN.
(1) i4'Ox2' LG. LAG SCREW @ 24'
D.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) Y4'0x4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
(OR)
#700/4" S.M.S.
® 2' O.C.
(1) )4'0x2' LG. LAG SCREWS
(TYP. @ EACH BEAM)
(1) #14x2' S.M.S @ 12' o.c.
(MAX) BETWEEN BEAMS
X6' THICK CONTINUOUS
ANGLE
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) %'0x4' LONG PAN HEAD LAG
SCREWS BEFORE ATTACHING SUPER
GUTTER
Yi CONTINUOUS BEAD OF CONSTRUCTION
ADHESIVE
SEE PLAN FOR SIZE
1x2 O.B. FASTENED TO CORNE
SECTION WITH #1Ox1j2- S.M.S.E
24" O.C.
2x2xa" ANGLE 2" LONG (EACH
W/(2) #1ox1Y2' S.M.S. To POP
& 3/8"0 H.D. GALV. EXP. BOL
W/ 2 1/2" MIN. EMBEDMENT
CORNER POST/COLUMN
TO FOUNDATION
CONNECTION DETAIL
10 0fi" BY 3" LO
ANGLE, EACH SIDE (TY
RT/(CHAIR RAIL)
(4) #14x2" S.M.S., 3 SCREWS
(TYP. ALTERNATIVE)
EACH LEG (TYP.)
USE #10xik2" S.M.S. O 24" O.C.
USE #10x1%" S.M.S. 0 24" O.C.
TO CONNECT TO 1x2 O.B. TO 20.
TO CONNECT TO 1x2 O.B. TO 2x3.
PURLIN TO ROOF BEAM
(2) #10x1Y2" S.M.S.,(TYP.)
#10x1" LONG
(2) #10x3'4"' S.M.S..(TYP.) —
INTO SCREW BOSSES
LTERNATIVE)
000
EACH LEG OF 2xl A -x2" MIN. ANGLE
104" x 2" LONG ANGLE,
EACH SIDE (TYP.)
EACH SIDE (TYP.)
POST
2x3x0.045 PURUN
(MAY BE SLOPED -
OR FLAT)
��j
PURUN FASTENED TO COLUMN/POST
WITH (4) #14x1" S.M.S. (EACH LEG)
USING Y8" THICK FLAT BAR BENT
\ TO FT (6063-T6 ALLOY)
COLUMN/POST
SIDEWALL POST/ COLUMN TO PURLIN
CONNECTION DETAIL
(4) #14x3/4'
2"x3"x0.04:
PURUN
BEAM MAY
BE FLAT
OR SLOPED
R)T #14xA
i�". EACH
(2) #14XA
(TYP. EACH
. BEAM
\ /
-RNATE (1)
148" ANGLE
'E
-06- ANGLE (BRACE) W/
14x34' S.M.S. 0 EACH
3ER INTERSECTION
FS" ANGLE 2" LONG ON
:RSIDEW/(4) #10x3/4' S.M.S.
LEG (BEAM & BRACE)
D.D45 BRACE .
ALTERNATE (2)
2x3%0.044 BRACE
PLAN - TYPICSL ROOF
BRACE TO BEAM CONNECTION
(3) #14x1¢" S.M.S., EACH LEG AND
(6) #14x12' S.M.S. CHANNEL TO BEAM
(9) SCREW TOTAL
2x3xO.045 /
PURLIN
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 8745900
Fax: (813) 8745959
Q6105 ISSUED
2006
A"
(3) #10x2" LONG S.M.S. INTO
SCREW BOSSES (2 ON TOP AND
1 ON BOTTOM). (TYP. ALTERNATIVE)
BEAM STITCHING O 24 O.C. U
- (TYP. TOP AND BOTTOM OF SMB Z
SEE TABLE FOR SIZES) cli
7
U)
O
U
BRAKE -FORMED RECIEVING CHANNEL
(MIN. 0.062" MATERIAL THICKNESS)
1"x 21/8'x 1'x 3' LG.
\\
V`
(TYP. ALTERNATIVE)
USE #10xik2" S.M.S. O 24" O.C.
TO CONNECT TO 1x2 O.B. TO 20.
— — —�
PURLIN TO ROOF BEAM
CONNECTION
DETAIL
2x3xO.O45 PURUN ATTACHED TO
BEAMS WITH (2) #1Ox1Y2" S.M.S.
INTO SCREW BOSSES(TYP.)
USE #10xik2" S.M.S. O 24" O.C.
TO CONNECT TO 1x2 O.B. TO 20.
— — —�
1x2 O.B. FASTENED 70 COLUMN/POST
W/ (2) #10x2" S.M.S. INTO SCREW
fff111
BOSSES (EACH END, TYP.),
(4)-#10x1¢" S.M.S., 2 SCREWS
000
EACH LEG OF 2xl A -x2" MIN. ANGLE
O O
EACH SIDE (TYP.)
00 '
(6)-#14x34' S.M.S. EACH SIDE
OF BEAM (FOR 2X5 TRAC BEAM)
(8)-#14x3'4 S.M.S. EACH SIDE
a
OF BEAM (FOR 2X7 TRAC BEAM)
TRAC BEAM COLUMN
z
1 x1 x1g" BY 3" LONG W
ANGLE, EACH SIDE (TYP.) O -
(3) #14x1¢" S.M.S., EACH O
LEG (6) TOTAL (TYP.) d
W MIN., 3 W MAX. C -C
SPACING OF FASTENERS (TYP.)
Yz' MIN. BEAM EDGE
DISTANCE (TYP.)
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
DO YEON P.E.
F'G4�RER 7
DO KIM & CIATES, LLC
C 26887
3300 HENDERSON BLVD.,
SUITE 106
0 � / Tamp , FL 33684
l a �
Drawing No. - 060905
SHEET 2 OF 7
o
O
LL
F-
a
z
U
(1) ,
J
W
0
U
10
W
DRAWN BY:
DYK
CHECKED BY:
DYK
S.M.B. BEAM
SCALE:
AS SHOWN
MAY BE SLOPED OR FLAT
DATE:
9/05/06
(SEE PLAN FOR SIZE)
W MIN., 3 W MAX. C -C
SPACING OF FASTENERS (TYP.)
Yz' MIN. BEAM EDGE
DISTANCE (TYP.)
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
DO YEON P.E.
F'G4�RER 7
DO KIM & CIATES, LLC
C 26887
3300 HENDERSON BLVD.,
SUITE 106
0 � / Tamp , FL 33684
l a �
Drawing No. - 060905
SHEET 2 OF 7
S.M.B. ONAL CONNECTION COLUMN
DIAG
(SEE PLAN FOR SIZE) 6'-0" MAX. SPAN
1I o o
0 0
x
o �
w
1/8" THICK 6063-T6 ALLOY PLATE i o
(EACH SIDE). - (6) #14x3/4 S.M.S. 1 IIII
(12) TOTAL - BEAM TO BRACE
t
2x4 S.M.B. BRACE - MIN.
(UPRIGHT & DIAGONAL SAME SIZE)
1/8" THICK 6063-T6 ALLOY PLATE
(EACH SIDE). - (6) $14x3/4' S.M.S.
(12) TOTAL - BRACE TO UPRIGHT
(4) #14x2' S.M.S. - 1x2 G.B.
TO SUPER GUTTER (TYP.)
(4) #140/4' S.M.S. 1
(TYP.)
S.M.B. BEAM
(SEE PLAN FOR SIZE)
2x2A" ANGLE, EACH SIDE
(n'PJ
SEE BEAM / COLUMN
FOR DETAILS
1x2 D.B. (OPTIONAL)
(3) #14x%' S.M.S.
(TYP. EACH STRAP
AND -EACH SIDE)
i- FACIA TO BE 2xG (MIN.) S.P.F.
(CEDAR IS NOT ACCEPTABLE),
STRUCTURAL GRADE 2 MIN.
(1) Y4 0x2' L.G. LAG SCREW E 24'
D.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
W/Q) 14'O+x4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
(8) #14x3/4" S.M.S., 4 SCREWS -0'
EACH LEG (TYP.) 1x5x ANGLE.4'. LONG
SUPER GUTTER (TYP. Q EACH BEAM)
2' 0 DOLLOP DF CONSTRUCTION
ADHESIVE 2 5' o.c.
NON -GABLE ROOF TRANSOM (RISER) WALL
CONNECTION DETAIL
(9) #14x' S.M.S.
TO WALL MEMBERS
AS 1�,5
0 0 /
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7
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(OR)
_V CABLE W/ CLAMPS
(UR) N5i-_'-'�
A6v
CABLE BRACE DETAIL
(D-3/8' x 2' CONCRETE ANCHOR
iv W/ 1 1/4'0 WASHER (TYP.)
[y' x 5JV x 0.120 THICK
ALUMINUM FLAT BAR
(3)-1/4' x 2' CONCRETE
ANCHOR (TYP.)
3' STEEL 'CAMELBACK- CLIP (TYP.)
THIS CLIP MAY BE INSTALLED ON T/C
OR ON SIDE OF CONC. SLAB
(2' MIN. CONCRETE EDGE DISTANCE)
(2) - Y.' x 2' CONCRETE
SCREW ANCHOR (TYP.)
General Notes and Specifications;
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate
consideration.
2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318.
Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318.
If existing concrete slabs/footings are deemed satisfactory, it may be incorporated into new slab/footing by observing the
following procedure:
a) Clean and scabble all connecting edges.
b) Drill and epoxy embed #5 reinforcing placed (a) 12" O.C. mid depth. The rebar should be embedded a min. of 7" (using Hilti HY
150 Epoxy or equal approved), leaving 24" exposed to be incorporated into new slab/footing.
3. All dimensions are provided by contractor, DO Kim & Associates, LLC have made interpretations where necessary.
4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The
contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If
there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host
structure capacity.
5. Screen density shall be a maximum of 20 x 20 mesh.
6. Connections using screw bosses shall have minimum (4)-#10x1" per connection unless shown otherwise.
7. Every panel of screen mesh shall be fastened securely in place with spline. Each panel shall be fastened at all sides,
independent .of surrounding panels. This requirement shall include purlins and chair/kickplate rails. Screen mesh panels are not
required to be secured to rigid diagonal bracing members. Screen mesh is incidental to the structural integrity of the overall
structure.
8. Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table.
C-1022 Low Carbon Steel SMS 8, Self -Drilling (TEK) Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
5/ ^
y2"
#12
0.219
1411
S/ ,
#14 (1/4")
0.250
+�"
22.3'
9. Structure has been designed to meet the 2004 FBC with 2006 supplements. Project is sited where the basic wind.speed is 120 -
mph (3 -sec gust). 1=0.77 for screen enclosures. Exposure B. Design wind pressures are from 2004 FBC. Minimum design pressure is
10 psf. Pressures are based on wind tunnel testing with main wind force resisting system coefficient, GCp, of +/-0.25 for screen
roof and 0.7-1.25 for walls.
10. All concrete anchors shall he Simpson Strong -Tie Wedge All Anchors or Titian Screws or approved equal.
11. Maximum spacing of Purlins shall be less than 8'-0" o.c. Maximum spacing of Chair Rails (Girts) shall be less than :9'-0" 0.c-
12. Composite panel or riser panel metal shall be of aluminum alloy 3105-H15 or 3105-1-125.
13.Diagonal bracing shall be installed on all roof screen panels that have at least one side adjacent to an exterior screen walla
14. Construction adhesive shall meet ASTM C-557. MIN shear strength (la 7 days = 425 P.S.I.
15. When knee braces are utilized at uprights and beams, beam spans shown in tables are from the interior side of the knee brace
supporting the beam.
16. Lateral cable bracing shall be provided at each screened wall parallel to host structure, unless it is directly attached to host
structure. One set of cable braces shall be provided for each 500 sf of screened wall area that the wind load is being applied.
17. Structures that exceed 38 feet ,of beam span or heights exceeding 25 feet or.are located in Exposure C shall require site
specific evaluation by 'the engineer of record.
18. All Aluminum members shall be 6063-T6 Alloy unless otherwise noted. Trac Beams shall be 6005-T5_Allay.ix%C �� 1
MAXIMUM SPANS FOR CARRIER BEAMS
(SUPPORTING SCREEN ROOF ONLY)
BEAM
TRIBUTARY WIDTH
10'
15'
.20'
25'
30'
2X5 TRAC
23.5'
19.8'
17.0'
15.0'
13.5'
2X7 TRAC
25.7'
22.3'
20,1'
18.1'
16.6'
Design wind speed up to 120 mph. Exposure B.
N
Beam
Stitching
Beam Size Screw (al
24" o.c.
2" x 4" x 0.046 x 0.100
#8 x +/2"
2"x5"z 0.050x0.116
#8xY2"
2" x 6" x 0.050 x 0.120
#10 x 'h"
2"x7"x0.055 x0.120
#10xY4"
2" x 8" x 0.072 x 0.224
#12 x Y4"
2" x 9" x 0.072 x 0.224
#12 x Y4"
2" x 9" x 0.082 x 0.306
#14 x '/4"
2" x 10" x 0.092 x 0.389
#14 x )h"
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 8745900
Fax: (813) 8745959
11& 1200 1 ISSUED I
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AS SHOWN
9/05/06
DO YE N ,P.
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9497
DO KIM &10CW1ATE4SL1LC
CA# 26887
3300 HENDERSON BLVD.,
SUITE 106
Tamp s FL 33684
�I O �
Drawing No. - 060905
CHFFT q 017 7
3` MIN. (TYP.)
V
PURUN SUPPORT
)fi" ANGLE, EACH SIDE (TYP.)
COLUMN/POST
S.M.S. WITH MIN.
)fi" ANGLE. EACH SIDE (TYP.)
2x2x1/8" x 2" LG. ANGLE
S.M.S. WITH MIN.'
3fi'0 CONCRETE ANCHOR
W/ (4) #140/4" S.M.S
EDGE DISTANCE
W/2%" EMBEDMENT INTO
(EACH SIDE)
STRUCTURAL CONCRETE (TYP.)
%"0 CONCRETE ANCHOR
�
� 1'x2' O.B. SOLE PLATE
W/2%' EMBEDMENT INTO
1"x2" O.B. SOLE PLATE
STRUCTURAL CONCRETE
"4
(EACH SIDE)
(OR)
•.4
(2) Y4 Ox2Y4 TAPCON
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CONCRETE SCREW
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ANCHORS W/ MIN.
.,
SCREW ANCHOR 0 24" O.C.
1}" EMBEDMENT
AND 9` FROM POST (TYP.)
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COLUMN/POST
i
SCREW ANCHOR ® 24' O.C.
1x2 O.B. SOLE PLATE
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AND 9" FROM POST (TYP.)
9,
COLUMN/POST
1x2 O.B. SOLE PLATE
SIDEWALL COLUMN TO FOUNDATION 104 -
CONNECTION DETAIL
-e— o
EDGE OF CONCRETE
PLAN VIEW
1" (TYP.) N?
f
BEAM SUPPORT
)fi" ANGLE, EACH SIDE (TYP.)
COLUMN/POST
S.M.S. WITH MIN.
EDGE DISTANCE
%'0 CONCRETE ANCHOR
2x2x1/8" x 2" LG. ANGLE
W/2%" EMBEDMENT INTO
W/ (4) J14x3/4" S.M.S
STRUCTURAL CONCRETE (TYP.)
(EACH SIDE)
1"x2" O.B. SOLE PLATE
"4
71
f
J
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Y4"0x2)'4' CONCRETE
SCREW ANCHOR 0 24" O.C.
vu
AND 9` FROM POST (TYP.)
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COLUMN/POST
1x2 O.B. SOLE PLATE
O O
MAIN COLUMN TO FOUNDATION
CONNECTION DETAIL 1 _ 1
EDGE OF CONCRETE
PLAN VIEW
1' (TYP.)
ru
SCREW
FROM 1.1"I)� I. MII
BEAM STITCHING SCREW ® 24" O.C.
(TYP. TOP AND BOTTOM OF SMB)
S.M.B. CARRIER BEAM
(SEE PLAN FOR SIZE)
z
( • )–$12x3'4 S.M.S. – EACH LEG If
(SEE CHART FOR REO'D NUMBER
OF SCREWS)
S.M.B. ROOF BEAM
BEAM Cas)= # SCREWS (SEE PLAN FOR SIZE)
2x4 4 2x2 )b" MIN. THICK ANGLE (EACH SIDE)
2x5 5 (ANGLE LENGTH = DEPTH OF BEAM)
2x6 6
2x7 7
2x8 B
2x9 9
240 10
CARRIER BEAM TO BEAM
CONNECTION DETAIL
2x3xO.045 PURDN ATTACHED TO
HOST STRUCTURE
USE (4)–$10x2" S.M.S. INTO SCREW
BOSSES INTO BEAM (EACH END, TYP.),�
(4)–;#14x34" S.M.S., INTO BEAM
2x24"x3" ANGLE, EACH SIDE (TYP.)
2x5 OR 20 TRAC BEAM :70 FOR 2x5 TRAC BEAM (4)–%)14x3'4 S.M.S., INTO BEAM 2x2x16%2' ANGLE, EACH SIDE (TYP.)FOR 2x7 TRAC BEAM (8)–#14x3'4 S.M.S., INTO BEAM 2x2xlfi"x4` ANGLE, EACH SIDE (TYP.)
HOST STRUCTURE
(MASONRY OR WOOD)
(2)–#10x4" S.M.S. W/ 34' WASHER
AT EACH END OF 20 PURUN
AND AT 36' O.C.
d
v_ (2) Y4" 0 x 2Yz" LONG WOOD LAG SCREW OR
(2) Y4 0 x 24" LONG MASONRY ANCHORS
BEAM TO HOST
STRUCTURE DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 8745900
Fax: (813) 8745959
Qo 2006 ISSUED
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CHECKED BY: DYK
SCALE: AS SHOWN
DATE: - 9105/06
DO YE N 1 E.
EG N 4 7
D IM & AS O IATES, LLC
CA# 87
3300 HENDERSON BLVD.,
SUITE 106
TampaAL 33684
�b�Sb�
Drawing No. - 060905
SHEET 4 OF 7
1
.1
TYP.
Pool'Enclosure Collective,
Trac Beam (FL State Product Ap ji
�5
`RO75
.015' DEFP:90
.015' DEEP90"
TYP. (36)
#10 x 3/4" MIN. SELF
DRILLING SCREW ® 24" - -
(TYP. TOP AND BOTTOM i
2" x 7"
TRAC BEAM
P.
P. ( t2)
BEAM TO BEAM
SPACING (ft)
110 mph
120 mph
4.938 .031
150 mph
5' 0. C.
25'
os DETAIL 'A'
.337,µp
R.031
ttP. (4)-\.425
.181
.352 .440
25'
1.aoo
25'
23.06'
R.017 1.585
1
R.015
R.017 1.
(
.L- .60p- L I
.015' DEEP.90
.015' DEEP90-
TYP. (2)
.C.
110
I
TYP. (36)
21.36'
20.35'
IP (2) I
8'
u
DETAIL 'A' (TYP. (2))
SCALE, 3x
2" x 3" TRAC SELF -MATING BEAM (SMB
(patent pending)
2" x
TRAC
#10 x 3/4" MIN. S
DRILLING SCREW ® 24
(TYP. TOP AND BOTTOM .. .,
.1so
116
+ 101.158
.330
R.031
73 TYP. (2)
x.110
"100 l
.062
16•
DETAIL 'A' (TYP. (2))
SCALE- 3x
2" x 5" TRAC SELF -MATING BEAM (SMB)
(patent pending).
2x5 TRAC BEAM (ROOF BEAM SPAN)
BEAM TO BEAM
SPACING (ft)
110 mph
120 mph
130 mph
140 mph
150 mph
5' 0. C.
25'
25'
25'
24.12'
23.27'
6' 0. C.
25'
17.01'
25'
23.06'
.22.12'
7' C.
25'
f25' 1
23.51'
22.16'
21.33'
8' c25'
.C.
25'
22.94'
21.36'
20.35'
2x7 TRAC BEAM (ROOF BEAM SPAN)
2x5
TRAC
BEAM (COLUMN
HEIGHT)
BEAM TO BEAM
SPACING (ft)
110 mph
120 mph
130 mph
140 mph
150 mph
5'
O.C.
20.31'
19.00'
17.01'
15.00'
13.33'
23.61'
D.C.
18.57'
1
14.57'
13.07'
12.28'
06'
7'
.C.
16.89'
15.00'
13.00'
12.15'
11.24'
8'
.C.
15.11'
13.52'
12.28'
11.13'
10.12'
2x7 TRAC BEAM (ROOF BEAM SPAN)
BEAM TO BEAM
SPACING (ft)
110 mph
120 mph
130 mph
140 mph
150 mph
5' O.C.
37.82'
37,62
34,63'
31.23'
28.00'
6' D.C.
35.18'
35.01
31.23'
27.37'
23.61'
7' 0. C.
32.65'
32.43
28.00'
23.48'
23.05'
8' 0. C.
30.00'
29.82
24.76'
23.21'
22.61'
2x7 TRAC BEAM (COLUMN HEIGHT)
BEAM TO BEAM
SPACING (ft)
110 mph
120 mph
130 mph
140 mph
150 mph
5' D.C.
23.04'
22.42'
21.48'
20.53'
19.59'
6' D.C.
22.22'
21.47'
20,34'
19.21'
18.08'
7' D.C.
21.41'
20,53'
19.20'
17,80'
16.68'
8' D.C.
20.55'
19.59'
18.08'
16.58'
15.08'
TRAC BEAM Notes: ra ED
RD
1. Refer to Florida Product Approval #FL7350.
2. Drawings are illustrative purposes only.
3. Allowable spans tables are based on 2004 Florida Building Code with
2006 Updates. Wind loads are based on Chapter 20 and Table 2004.4.
6. Maximum allowable deflections limits of L/60 have been checked.
L/80 in HVHZ have also been checked.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 874-5900
Fax: (813) 874-5959
RevJDatej Description
Qo 9'05 ISSUED
2006
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CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 9/05/06
;2±t
CA# 26887
3300 HENDERSON BLVD.,
SUITE 106
jrt,OF,g84
Drawing No. - 060905
SHEET 5 OF 7
2500 PSI MIN. CONCRETE STRENGTH
APPROXIMATE
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3" MIN. CONC. COVER, 36" MIN.
LAP SPLICE
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8" MIN:'
• DIMENSIONS MAY BE SWITCHED
STANDARD TYP. CONTINUOUS PERIMETER FOOTING
(MAX. POOL ENCLOSURE ROOF SPAN OF 50')
4" NOMINAL CONCRETE SLAB
(2500 PSI, MIN.) W/ 6 x 6 x 10 / 10
W.W.M. OR FIBER REINFORCED
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—2500 PSI MIN. CONCRETE STRENGTH
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(SEE PLAN FOR SIZE)
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I SOIL/SAND PACTED OR UNDISTURBED ^
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VAPOR BARRIER (OPTIONAL
A• I = 1' - FOR SCREEN ENCLOSURES) - _ . 4
(2)—#5 REBAR, CONTINUOUS °S• e a
8" MIN. 3" MIN. CONC. COVER, 36" MIN.
LAP SPLICE
STANDARD TYP. TURNDOWN SLAB FOOTING
(MAX. POOL ENCLOSURE ROOF SPAN OF 50') - COMPACTED OR UNDISTURBED SOIL -
POST / CONRETE SLAB DETAIL
(MAX. POOL ENCLOSURE ROOF SPAN OF 40')
. NED
" �®
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DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813)874-5900
Fax: (813) 874-5959
Rev ate Description
Dp 2006 ISSUED
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SCALE: AS SHOWN
DATE 9/05106
DO YEO P.
�E 49497
DO KIM 8 S CIATES, LLC
C 26887
3300 HENDERSON BLVD.,
SUITE 106
I bTQmplo, f 4
Drawing No. - 060905
SHFFT R OF 7
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POST EMBEDDED INTO CONCRETE MIN. 12"
—2500 PSI MIN. CONCRETE STRENGTH
#5 REBAR, 12" LONG
STANDARD TYP. ISOLATED FOOTER
POST
(SEE PLAN FOR SIZE)
OR UNDISTURBED SOIL/SAND
4" NOMINAL CONCRETE SLAB
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FIBER REINFORCED
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VAPOR BARRIER (OPTIONAL
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(2)—#5 REBAR, CONTINUOUS °S• e a
8" MIN. 3" MIN. CONC. COVER, 36" MIN.
LAP SPLICE
STANDARD TYP. TURNDOWN SLAB FOOTING
(MAX. POOL ENCLOSURE ROOF SPAN OF 50') - COMPACTED OR UNDISTURBED SOIL -
POST / CONRETE SLAB DETAIL
(MAX. POOL ENCLOSURE ROOF SPAN OF 40')
. NED
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DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813)874-5900
Fax: (813) 874-5959
Rev ate Description
Dp 2006 ISSUED
0
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CHECKED BY: DYK
SCALE: AS SHOWN
DATE 9/05106
DO YEO P.
�E 49497
DO KIM 8 S CIATES, LLC
C 26887
3300 HENDERSON BLVD.,
SUITE 106
I bTQmplo, f 4
Drawing No. - 060905
SHFFT R OF 7
(3) #140V S.M.S.
(TYP. EACH STRAP
AND EACH SIDE)
5" TRAC BEAM
(
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2x2A" ANGLE, EACH SIDE
(TYP.)
' (8) $140/4" S.M.S., EACH LEG (TYP.)
7" SUPER GUTTER -
3x3xO.050 MIN. PLATE W/
(3) #14x%' S.M.S. INTO
BEAM AND COLUMN (TYP.)
#14x4' S,M.S. W/ 1Ya'0 FENDER WASHER
AND NEOPRENE GASKET @ 12' O.C. (COMPOSITE PANEL) 14' FLASHING (CONT.)
OR TUCK UNDER SHINGLED
(4)-#12X%' S.M.S. W/ %-0 WASHER AND NEOPRENE @ LEAST 6'
GASKET PER 12' WIDE 3'x0.032' RISER PANEL
lx5xX' ANGLE 4' LONG SEALANT �a' MAX.
(TYP. @ EACH BEAM)
#14xY2SMS W/ INTEGRAL -f4'0 EXTRUDED OR BRAKE -FORMED ROOF HEADER
WASHER AND NEOPRENE GASKET OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
@ 18' O.C. TOP & BOTTOM. WITH MIN. 1)i' BEARING LEG.
SLOPE (1) Y4'0 x 2' LAG SCREW @ 24' O.C.
ENTIRE LENGTH OF RECEIVING CHANNEL
O O 0-0 O O O O O O O O SECURE FASCIA TO EACH RAFTER TAIL
000 0000000000000 000000000 0 W/ (1) WO x 4' LONG PAN HEAD LAG SCREWS
OHO 0000000000000 0000000000 O BEFORE ATTACHING RECEIVING CHANNEL
3'x0.032 (1 LB EPS)
COMPOSITE PANEL
MAX. SPAN 14'-0' OR / ❑ ED l `
3'x0.032 RISER PANEL \ l
MAX. SPAN 14'-0' SOFFIT
(2)-%'0 THROUGH BOLT SEALANT
W/lY4'0 WASHERK'0 x 2W LONG WOOD LAG SCREW OR
SLOPE ..'.'.4 /— i4' 0 x 2W LONG MASONRY ANCHORS
XTRAC BEAM / @ 24' O.C, MAX.
(IS'' MAX. SPAN BETWEENt%.j %J Kj
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SUPPORTS) 000000000000 ' 1
00000 co
3x3x0.093 POST (MIN.) 00000HOST STRUCTUREp r
(MASONRY OR WOOD)
#14xYr' S.M.S. W/INTEGRAL %'0 WASHER AND
NEOPRENE GASKET@ 12' O.C., TOP & BOTTOM.
IF CLEARANCE PROHIBITS INSTALLATION OF TOP
FASTENERS USE #14x4' S.M.S. W/1i4' 0 FENDER
WASHER AND NEOPRENE GASKET @ 12' O.C.
SCREEN ROOF TO
PANEL OR COMPOSITE ROOF
CONNECTION DETAIL
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
WITH MIN. SSS' BEARING LEG.
DO KIM
Sc ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813)874-5900
Fax: (813) 8745959
Qp 20D6 ISSUED
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DRAWN BY: DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 9/05/06
DO E IM
R 49497
DO KIM & SOCIATES, LLC
CA# 26887
3300 HENDERSON BLVD.,
SUI 106
Drawing No. - 060905
SHEET 7 OF 7
PREPARED BY:
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Florida Pool Enclosures Inc,
n. Bax 52.1150
32752-1.130
PERMIT NUMBER
TAX FOLIO NUMBER
I IN 111111111111111111111111111111111111111111111111111111111111 INI
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 86594 Pg 06551 (Ipg)
CLERK'S # 2007025294
RECORDED 82/19/2887 88144124 AM
RECORDINS FEES 18.08
RECORDED BY H DeVore
t£RTIFIED COPY
MARY[iNINE iwORSE
lCLERK OF CIRCIIIT vOIJR•I.
NOTICE OF COMMENCEMENT SEMI 0 E COUNTY,FLORIDA
-
DEPFEffLEIQK9 2001
STATE OF FLORIDA COUNTY OF
The UNDERSIGNED hereby gives notice that improvement (s) will be made to certain and real property, and in accordance
with Chapter 713, Florida Statutes, the following information if provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY (legal description and street address if available)1.Z+ C1 (-P 161 �.VVI
9 0-
11111 ��
GENERAL DESCRIPTION OF 011PROVEMENT(S)
OWNER INFORMATION.
Name and Address
Interest in Property ( fee Simple, Partnership, etc.)
NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (if other than owner
CONTRACTOR INFORMATION
,Name and Address Florida FLyoal Enclosures Inc.
SURETY ( Bonding Company)
Name and Address
Amount of
LENDER
Name and Address
Person within the State of Florida designated by owner upon whom notice or other documents may be served as provided by section
713. l 3(l ), (a), 7., Florida statutes
(name and address)
in addition to himself, Owner designates or
to receive a copy of Lienors Notice as provied in Section 713.13(2), (b), Florida Statues
Expiration Date of Notice of Commencement The expiration date is one year from date of recording unless a
different date is specified.)
A
/igature of "Owner
4:
I�Urn Pq n C -,C-0
State of Florida
County of
The foregoing instrument was acknowledged before me this ! Z .L a byr
�••••.•. EDWARD E. �BULLIVAN onn•
�a.rq
o is ersonally known to me. �r�,t,��,, CommAD00054oM
EWM BMW= s
Rp sawed tlru (OW)412-12511;
°1°`�� Florida Notary Assn., Inc
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NOTARY PUBLIC SIGNATURE NOTARY STAMP