HomeMy WebLinkAbout313 Hidden Lake DrPermit #:
Job Address:
- W13
Description of Work: 00 1 �ehcjci
Historic District: 1 Zoning:
RECEIVED
CITY OF SANFORD,4ERMIT APPLICATION ADD 0 2 7001
Date: 3>- as - b 7
yr�rt,
�f�Z7 fv f X o.
Value of Work:
r
Owners Name & Address: l
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Contact Person:
} (Attach Proof of Ownership & Legal Description) -
Phone: 40-1' 10A4.3'7'91/
State License Number:
Mortgage Lender: U"&.nK
Address: , JA e1r Faki o (a i%$ " 2Q%i
Architect/Engineer: Phone:
Address:
Fax:
hone:
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 ofthe 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 applicabl o 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 t ter manwment districts, state agencies, or federal agencies.
prance of ermit is verif anon�tha�t 1 wil, notify the owner of the property of the req
Signature of Owner/Agent x Date
W2� (k -L�x n+
Print wner/Agent's Name
f
P49nature /of C-ontraet /A nt�.y Date
Print Contractor/Ag is Name
A
C,
Permit Type: Building Electrical
Mechanical Plumbing
Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS
Mechanical:Residential
Addition/Alteration
Change of Service Temporary Pole-
oleMechanical:
fc
S E o
Non -Residential
Replacement
New (Duct Layout & Energy Calc. Required)
v
min
Plumbing/ New Commercial: # of Fixtures
# of Water & Sewer Lines # of Gas Lines
-z A'fi�ll�t
Plumbing/New Residential: # of Water Closets
FD:
Plumbing Repair- Residential or Commercial
(initial & Date) (initial 8: Date)
Occupancy Type: Residential Commercial
Industrial
Total Square Footage:
Construction Type: # of Stories:
# of Dwelling Units:
Flood Zone: (FEMA form required for other than X)
Parcel q: DC7 -A0 -30 -S,ji- -vow - 0&00
Owners Name & Address: l
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Contact Person:
} (Attach Proof of Ownership & Legal Description) -
Phone: 40-1' 10A4.3'7'91/
State License Number:
Mortgage Lender: U"&.nK
Address: , JA e1r Faki o (a i%$ " 2Q%i
Architect/Engineer: Phone:
Address:
Fax:
hone:
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 ofthe 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 applicabl o 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 t ter manwment districts, state agencies, or federal agencies.
prance of ermit is verif anon�tha�t 1 wil, notify the owner of the property of the req
Signature of Owner/Agent x Date
W2� (k -L�x n+
Print wner/Agent's Name
f
P49nature /of C-ontraet /A nt�.y Date
Print Contractor/Ag is Name
itions:
M
ZO'd K:Z 100Z ZZ Jew TTb909ZZOb:xp3 3dASM9N3 TOd d.QId0-13
A
C,
Signature of Nota State of Florida
S Notary -State Date Signature of Notary- tate lorida Date
Cl)
O O
Co
N
v z� N
'—
Owner/Agent is Personalty known to Me or Contractor/Agent is
^ Personally Known to Me or
fc
S E o
_Produced ID Prod ced 1 D
v
min
-z A'fi�ll�t
TION APPROVED BY: Bldg Loring: Utilities:
FD:
(initial & Date) (initial 8: Date)
(Initial & Date) (Initial &
itions:
M
ZO'd K:Z 100Z ZZ Jew TTb909ZZOb:xp3 3dASM9N3 TOd d.QId0-13
®o Kiri & 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 any member of your staff has any questions, please feel free to contact me.
Sincerely,
Do Kim, P.E. (FL #49497)
P.O. Box 10039 813.874.5900
Tampa, FL 33609 813.874.5959 (fax)
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
PARCEL DETAIL
84
33 �i5 127 1:33
DAY1D JOHNSON, CFA, ASA
1
.�� 41 .43 40 al
PROPERTY
3; -49.k a7
APPRAISER
87.A -44.0
41 4
SEMINOLE 000NTY FL
48 Il 3� 13
d.3 Q
� 12
1101 E. FIRST ST
.Li �.9 ,1
SANFCM0 FL3=1-1468
48 ✓<, 35 11
407-865-7506
47
Q & ai 10
67_7.
33 Q
2007 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 10-20-30-502-0000-0500
Number of Buildings: 1
Owner: HUNT CHRISTOPHER H & LORI A
Depreciated Bldg Value: $175,060
Mailing Address: 313 HIDDEN LAKE DR
Depreciated EXFT Value: $764
City,State,ZipCode: SANFORD FL 32773
Land Value (Market): $26,600
Property Address: 313 HIDDEN LAKE DR SANFORD 32773
Land Value Ag: $0
Subdivision Name: RAMBLEWOOD
Just/Market Value: $202,424
Tax District: S1-SANFORD
Assessed Value (SOH): $100,846
Exemptions: 00 -HOMESTEAD (1994)
Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $75,846
Tax Estimator
2006 VALUE SUMMARY
SALES
Tax Amount(without SOH): $3,258
Deed Date Book Page Amount Vac/Imp Qualified
2006 Tax Bill Amount: $1,445
WARRANTY DEED 09/1989 02110 1111 $77,000 Improved Yes
Save Our Homes (SOH) Savings: $1,813
WARRANTY DEED 06/1980 01283 1088 $53,200 Improved Yes
2006 Taxable Value: $73,386
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LEGAL DESCRIPTION
LAND
PLATS: Pick...
Land Assess Land Unit Land
LOT 50 (LESS BEG NE COR RUN S 01 DEG
Frontae De
Method gpth Units Price Value
30 MIN 00 SEC W 38.85 FT N 49 DEG 55 MIN
LOT 0 0 1.000 26,600.00 $26,600
30 SEC W 79.99 FT S 78
DEG 30 MIN 00 SEC E 63.5 FT TO BEG)
RAMBLEWOOD PB 23 PGS 7 & 8
BUILDING INFORMATION
Bid Year Base Gross Living Est. Cost
Bid Type Fixtures Ext Wall Bid Value
Num Bit SF SF SF New
1 SINGLE 1980 6 1,452 2,512 2,012 CB/STUCCO $175,060 $196,697
FAMILY FINISH
Appendage I Sqft ENCLOSED PORCH FINISHED / 560
Appendage I Sqft OPEN PORCH UNFINISHED / 60
Appendage I Sqft GARAGE FINISHED / 440
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished,Base Semi Finshed
Permits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
WOOD UTILITY BLDG 1981 256 $614 $1,536
WOOD DECK 1981 75 $150 $375
[NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
lorem tax purposes.
http://www.scpafl.org/web/re web.seminole county title?PARCEL=10203050200000500... 3/21/2007
Florida Pool Enclosures, Inc.
927 Hickory Street • Altamonte Springs FL 32701
Phone: (407) 260-2800 • Fax: (407) 260-6411
State Cert. Lic # SCC056689
Tuesday, November 14, 2006
POWER OF ATTORNEY
THE UNDERSIGNED HEREBY APPOINTS TAMARA MCPHERSON AS ATTORNEY IN FACE TO
APPLY AND RECEIVE A BUILDING PERMIT FOR THE FOLLOWING ADDRESS:
MY ATTORNEY IS HERBY AUTHORIZED TO DO EVERYTHING NECESSARY TO APPLY FOR
AND RECEIVE THE BULDING PERMIT AND I RATIF EVERYTHING THE SAID ATTORNEY
SHALLAO ON MY BEHALF.
Mike Delahoz f
Florida Pool Enclosure
SCC056689
STATE OF FLORIDA
COUNTY OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED THIS
32006, BY ,WHO
APPEARED BEFORE ME AND ACKNOWLEDGED THAT HE/SHE
INSTRUMENT VOLUNTARILY FOR THE PURPOSE EXPRESSES IN IT.
KNOWN OR PRODUCED IDENTIFICATION
IDENTIFICATION.
PRINT NAME OF
NOTARY STAMP
TEALA RAGAN
� � �. Notary Public - State of Florida
• My Commission Expires Aug 23, 2009
ARY �,T Pte: Commission # DD464875
•�' F °„„°`' Bonded By National Notary Assn.
DAY OF
PERSONALLY
SIGNED THE
PERSONALLY
TYPE OF
0
I
-// PURLINS (TYP.) -
HOST STRUTURE
(NEW OR EXISTING)
I
�LI,�PINTARY ROOF BEAMS'
IjALL BE TRAC BEAM SMB (FL
RODUCT APPROVAL # 7350) -
CHAIR RAIL (TYP.)
ALL SIDE WALL COLUMNS/POSTS
SHALL BE TRAC BEAM SMB (FL
PRODUCT APPROVAL # 7350)
"K" BRACING
(OPTIONAL)
TYPICAL DOME 'ROOF
NOTE: Sketch is only a representation of a Dome Style Enclosure.
Contractor shall provide detailed layout drawings.
DO KIM
S ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
FFICILL�
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 874-5900
Fax: (813) 8745959
CABLE BRACING (TYP.)
ALL PRIMARY COLUMNS/POSTS
SHALL BE TRAC BEAM SMB (FL
PRODUCT APPROVAL # 7350)
I A 91ISSUED I
2006
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0
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DRAWN BY:
CHECKED BY:
SCALE:
DATE:
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DYK
DYK
ASSHOWN
9/05/06
^DF�0
E 1
ER 49497
DO KIM & ASSOCIATES, LLC
CA# 26887
3300 HENDERSON BLVD.,
SUITE/ 106
t fJ TImS ! 336'
OC
Drawing No. - 060905
SHEET 1 OF 7
` (3) #140/4' S.M.S.
( (TYP. EACH STRAP ,
0-
AND EACH SIDE) 1x5xYe' ANGLE 4' LONG
r
(TYP, @ EACH BEAM)
ww
1x2 O.B. (OPTIONAL)
as
(4) #14x2" S.M.S. - 1.2 O.B. / FACIA TO BE 2x6 (MIN.) S.P.F.
wy
TO SUPER GUTTER (TYP.) (CEDAR 1S NOT ACCEPTABLE),
(4) #14x1" S.M.S., 3 SCREWS
STRUCTURAL GRADE 2 MIN.
(4) #14x3/4" S.M.S. (1) )4'0x2' LG. LAG SCREW @ 24'
(TYP-) O.C. ENTIRE LENGTH OF GUTTER
. '
SECURE FASCIA TO EACH RAFTER TAIL
S.M.B. BEAM W/ (1) Y4'Ox4" LONG PAN HEAD LAG
BEFORE ATTACHING SUPER GUTTER
SCREWS
2x2A" ANGLE, EACH SIDE -
(TYP.)
(8) #14x3/4" S.M.S., (4)
EACH LEG (TYP.)
SUPER GUTTER —
2' 0 DOLLOP OF CONSTRUCTION
ADHESIVE @ 5' o.c.
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL
3%3x0.093 POST (MIN.)
(6) #14x)'4 S.M.S. TOTAL, (3) EACH LEG
0-
%' MIN. C -C SPACING (TYP.)
r
3' BASE INSERT W/IYa' VERTICAL LEGS
ww
Y' THICK 6063-T6 ALLOY (TYP.)
as
(2) %'0 STAINLESS STEEL OR
wy
HOT DIPPED GALVANIZEDuQ
(4) #14x1" S.M.S., 3 SCREWS
WEDGE ANCHORS W/ 214' MIN.
EMBEDMENT INTO CONCRETE.
TOP OF CONCRETE
i . t ' •.
. '
^
•�
- .,
,
SCREEN ROOF TO PANEL/ COMPOSITE
COLUMN TO FOUNDATION
CONNECTION DETAIL
1xlxYe' BY 3" LONG -
ANGLE, EACH SIDE (TYP.)
(4) #14x14" S.M.S.,
2 SCREWS -
EACH LEG (TYP.)
HOLLOW POST —
CDR)
(1) )4'0x2' LG. LAG SCREWS
.(TYP. @ EACH BEAM)
(1) #14x2' S.M.S @ 12' o.c.
(MAX) BETWEEN BEAMS
46 THICK CONTINUOUS
ANGLE
#10x3/4"
0 2' O.C.
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) 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 #10x L/4" S.M.S.f
y°' 24" O.C.
2x2A" ANGLE 2" LONG (EACH
N W/(2) 110x1)1'" S.M.S. TO PO'_
& 3/8"0 H.D. GALV. EXP. BOL
W/ 2 1/2" MIN. EMBEDMENT
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
CORNER POST/ COLUMN
TO FOUNDATION
CONNECTION DETAIL
SIDEWALL POST / COLUMN TO PURLIN
CONNECTION DETAIL
a�eu
(4) #14x3/4'
2'x3"x0.04:
PURUN
BEAM MAY
BE FLAT
OR SLOPED
(2) #14x212
((TYP. EACH
(2) #14x3N1
((TYP. EACH
\ i
RNATE (1)
B" ANGLE
'E
'A- ANGLE (BRACE) W/
(14x3/4' S.M.S. ® EACH
)ER INTERSECTION
¢" ANGLE 2" LONG ON
RSIDEW/(4) #10x''/4" S.M.S.
LEG (BEAM & BRACE)
).045 BRACE
ALTERNATE (2)
200.044 BRACE
PLAN - TYPICSL ROOF
BRACE TO BEAM CONNECTION
(3) #14x14" S.M.S., EACH LEG AND (3) #10x2' LONG S.M.S. INTO
(6) #14A- S.M.S. CHANNEL TO BEAM SCREW BOSSES (I ON TOP AND
1 ON BOTTOM). (TYP. ALTERNATIVE)
(9) SCREW TOTAL
BEAM STITCHING O 24" O.C.
(TYP. TOP AND BOTTOM OF SMB
2x3xO.O45 SEE TABLE FOR SIZES)
PURLIN
\-'X
1 x�j3" BY, 3" LONG
BRAKE -FORMED RECIEVING CHANNEL ANGLE. EACH SIDE (TYP:)
(MIN. 0.062" MATERIAL THICKNESS)
1" x 2 1/8' x 1' x 3" LG. (3) #14x$" S.M.S., EACH
(TYP. ALTERNATIVE) LEG (6) TOTAL (TYP.)
I- I
PURLIN TO ROOF BEAM
CONNECTION DETAIL
2x3xO.O45 PURUN ATTACHED TO
BEAMS WITH (2) #10x114" S.M.S. —\
INTO SCREW BOSSES(TYP.)
USE #10x1)2" S.M.S. O 24" O.C.
TO CONNECT TO 1x2 O.B. TO 2x3. -
1x2 O.B. FASTENED TO COLUMN/POST
W/ (2) #10x2' S.M.S. INTO SCREW
BOSSES (EACH END, TYP.),,
(4)-#10x114" S.M.S., 2 SCREWS
EACH LEG OF 204"x2" MIN. ANGLE -
.EACH SIDE (TYP.)
OF) BEAM (FOR 2X5 TRAC BIEAM)
(8)-#14x)'4" S.M.S. EACH SIDE
OF BEAM (FOR 2X7 TRAC BEAM)
TRAC BEAM COLUMN
S.M.B. BEAM
MAY BE SLOPED OR FLAT
(SEE PLAN FOR SIZE)
REVIEWED
OF SANFORDO
O
O
fIN3VYW,- C -C
SPACING OF FASTENERS (TYP.)
3,' MIN. BEAM EDGE
DISTANCE (TYP.)
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 8745900
Fax: (813) 8745959
QIs"I ISSUED
2006
C
N
DO YEON P.E.
FARER_4W7
DO KIM & CIATES, LLC
C 26887
3300 HENDERSON BLVD.,
SUITE 106
f TFFL 33684
1,
Drawing No. - 060905
SHEET 2 OF 7
2%3%0.045 PURLIN
(MAY BE SLOPED
1 x 1 *%" BY 3" LONG
OR FIAT)
ANGLE, EACH SIDE (TYP.)
iT/(CHAIR RAIL)
(4) #14x1" S.M.S., 3 SCREWS
EACH LEG (TYP.).
USE #10x1)2" S.M.S. W 24" D.C.
- -
TO CONNECT TO 1x2 O.B. TO 2x3.
(2) #1Ox1Y2" S.M.S.,(TYP.)
#10x1' LONG
(2) #10x3'4"" S.M.S.,(TYP,)
PURUN FASTENED TO COLUMN/POST
NTO SCREW BOSSES
- WITH (4) #14x1" S.M.S. (EACH LEG)
LTERNATNE)
USING Jp'" THICK FLAT BAR BENT
1x1A" x 2" LONG ANGLE,
TO FIT (6063-T6 .ALLOY)
POST
EACH SIDE (TYP.)
COLUMN/POST
SIDEWALL POST / COLUMN TO PURLIN
CONNECTION DETAIL
a�eu
(4) #14x3/4'
2'x3"x0.04:
PURUN
BEAM MAY
BE FLAT
OR SLOPED
(2) #14x212
((TYP. EACH
(2) #14x3N1
((TYP. EACH
\ i
RNATE (1)
B" ANGLE
'E
'A- ANGLE (BRACE) W/
(14x3/4' S.M.S. ® EACH
)ER INTERSECTION
¢" ANGLE 2" LONG ON
RSIDEW/(4) #10x''/4" S.M.S.
LEG (BEAM & BRACE)
).045 BRACE
ALTERNATE (2)
200.044 BRACE
PLAN - TYPICSL ROOF
BRACE TO BEAM CONNECTION
(3) #14x14" S.M.S., EACH LEG AND (3) #10x2' LONG S.M.S. INTO
(6) #14A- S.M.S. CHANNEL TO BEAM SCREW BOSSES (I ON TOP AND
1 ON BOTTOM). (TYP. ALTERNATIVE)
(9) SCREW TOTAL
BEAM STITCHING O 24" O.C.
(TYP. TOP AND BOTTOM OF SMB
2x3xO.O45 SEE TABLE FOR SIZES)
PURLIN
\-'X
1 x�j3" BY, 3" LONG
BRAKE -FORMED RECIEVING CHANNEL ANGLE. EACH SIDE (TYP:)
(MIN. 0.062" MATERIAL THICKNESS)
1" x 2 1/8' x 1' x 3" LG. (3) #14x$" S.M.S., EACH
(TYP. ALTERNATIVE) LEG (6) TOTAL (TYP.)
I- I
PURLIN TO ROOF BEAM
CONNECTION DETAIL
2x3xO.O45 PURUN ATTACHED TO
BEAMS WITH (2) #10x114" S.M.S. —\
INTO SCREW BOSSES(TYP.)
USE #10x1)2" S.M.S. O 24" O.C.
TO CONNECT TO 1x2 O.B. TO 2x3. -
1x2 O.B. FASTENED TO COLUMN/POST
W/ (2) #10x2' S.M.S. INTO SCREW
BOSSES (EACH END, TYP.),,
(4)-#10x114" S.M.S., 2 SCREWS
EACH LEG OF 204"x2" MIN. ANGLE -
.EACH SIDE (TYP.)
OF) BEAM (FOR 2X5 TRAC BIEAM)
(8)-#14x)'4" S.M.S. EACH SIDE
OF BEAM (FOR 2X7 TRAC BEAM)
TRAC BEAM COLUMN
S.M.B. BEAM
MAY BE SLOPED OR FLAT
(SEE PLAN FOR SIZE)
REVIEWED
OF SANFORDO
O
O
fIN3VYW,- C -C
SPACING OF FASTENERS (TYP.)
3,' MIN. BEAM EDGE
DISTANCE (TYP.)
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 8745900
Fax: (813) 8745959
QIs"I ISSUED
2006
C
N
DO YEON P.E.
FARER_4W7
DO KIM & CIATES, LLC
C 26887
3300 HENDERSON BLVD.,
SUITE 106
f TFFL 33684
1,
Drawing No. - 060905
SHEET 2 OF 7
S.M.B.
(SEE PLAN FOR SIZE)
1/8" THICK 6063-T6 ALLOY PLATE
(EACH SIDE). - (6) #14x3/4" S.M.S.
(12) TOTAL - BEAM TO BRACE
DIAGONAL CONNECTION COLUMN
- 6'-0" MAX. SPAN
2x4 S.M.B. BRACE - MIN.
(UPRIGHT & DIAGONAL SAME SIZE)
1/8" THICK -6063-T6 ALLOY PLATE
(EACH SIDE). - (5) #140/4" S.M.S.
(12) TOTAL - BRACE TO UPRIGHT
(4) #14x2' S.M.S. - 1x2 O.B.
TO SUPER GUTTER (TYP.)
(4) #14x3/4" S.M.S.
(TYP.)
S.M.B. BEAM
(SEE PLAN FOR SIZE)
SEE BEAM / COLUMN
FOR DETAILS
1x2 O.B. (OPTIONAL)
(3> #1404' S.M.S.
(TYP. EACH STRAP
AND .EACH SIDE)
FACIA TO BE 2x6 (MIN.) S.P.F.
(CEDAR IS NOT ACCEPTABLE),
STRUCTURAL GRADE 2 MIN.
(1) 1/4'0x2' LG. LAG SCREW @ 24'
D.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
W/(ll y'Ox4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
2x2xVa" ANGLE, EACH SIDE
(TYP.)
(8) #140/4" S.M.S., 4 SCREWS
EACH LEG (TYP.) - Ix5x)(1• ANGLE .4' -LONG
SUPER GUTTER (TYP. @ EACH BEAM)
2' 0 DOLLOP DF CONSTRUCTION
ADHESIVE @ 5' o.c.
NON -GABLE ROOF TRANSOM (RISER) WALL
CONNECTION DETAIL
(9) #14x' S.M.S.
TO WALL MEMBERS
a51��5
0 0 /
O
O
N
(OR)
- 36' CABLE W/ CLAMPS
(OR)
CABLE BRACE DETAIL
(D-3/8' x 2' CONCRETE ANCHOR
N W/ 1 1/4'0 WASHER (TYP.)
1i4' x 566' 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) - Y4' 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 stab/footing by observing the
following procedure:
a) Clean and scabble all connecting edges.
b) Drill and epoxy embed #5 reinforcing placed @ 12" O.C. mid depth. The rebar should be embedded a min. of 7" (using Hilfi 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 & Self -Drilling (TEK) Screws (Industry Standard Screws)
Screw
p°O
0 Cf-
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
O O
Y2-
#12
0.219
I� o
2
#14 (1/4")
0.250
25.7'
x
20.1'
18.1'
16.6'
p
I
o
IL
2x4 S.M.B. BRACE - MIN.
(UPRIGHT & DIAGONAL SAME SIZE)
1/8" THICK -6063-T6 ALLOY PLATE
(EACH SIDE). - (5) #140/4" S.M.S.
(12) TOTAL - BRACE TO UPRIGHT
(4) #14x2' S.M.S. - 1x2 O.B.
TO SUPER GUTTER (TYP.)
(4) #14x3/4" S.M.S.
(TYP.)
S.M.B. BEAM
(SEE PLAN FOR SIZE)
SEE BEAM / COLUMN
FOR DETAILS
1x2 O.B. (OPTIONAL)
(3> #1404' S.M.S.
(TYP. EACH STRAP
AND .EACH SIDE)
FACIA TO BE 2x6 (MIN.) S.P.F.
(CEDAR IS NOT ACCEPTABLE),
STRUCTURAL GRADE 2 MIN.
(1) 1/4'0x2' LG. LAG SCREW @ 24'
D.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
W/(ll y'Ox4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
2x2xVa" ANGLE, EACH SIDE
(TYP.)
(8) #140/4" S.M.S., 4 SCREWS
EACH LEG (TYP.) - Ix5x)(1• ANGLE .4' -LONG
SUPER GUTTER (TYP. @ EACH BEAM)
2' 0 DOLLOP DF CONSTRUCTION
ADHESIVE @ 5' o.c.
NON -GABLE ROOF TRANSOM (RISER) WALL
CONNECTION DETAIL
(9) #14x' S.M.S.
TO WALL MEMBERS
a51��5
0 0 /
O
O
N
(OR)
- 36' CABLE W/ CLAMPS
(OR)
CABLE BRACE DETAIL
(D-3/8' x 2' CONCRETE ANCHOR
N W/ 1 1/4'0 WASHER (TYP.)
1i4' x 566' 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) - Y4' 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 stab/footing by observing the
following procedure:
a) Clean and scabble all connecting edges.
b) Drill and epoxy embed #5 reinforcing placed @ 12" O.C. mid depth. The rebar should be embedded a min. of 7" (using Hilfi 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 & 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
17.0'
15.0'
#14 (1/4")
0.250
25.7'
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 4-0.25 for screen
roof and 0.7-1.25 for walls.
10. All concrete anchors shall be 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) shalt be less than :9'-0" o.c.
12. Composite panel or riser panel metal shall be of aluminum alloy 3105-H15 or 3105-H25.
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 @ 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 shalt 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-T0MA
riv Of
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.
Beam Stitchinq Screw for all Legacy
S.M.B.'s (NOT FOR TRAC BEAMS)
Beam Size
Beam
Stitching
Screw @
24" o.c.
2" x 4" x 0.046 x 0.100
48 x
2"x5"x 0.050 x0.116
#8x
2' x 6" x 0.050 x 0.120
#10 x
2" x 7" x 0.055 x 0.120
#10 x '/4"
2" x 8" x 0.072 x 0.224
#12 x '/4"
2" x 9" x 0.072 x 0.224
#12 x'/a"
2" x 9" x 0.082 x 0.306
#14 x '/c"
2" x 10" x 0.092 x 0.389
#14 x %"
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 874-5900
Fax: (8 13) 8745959
Rev. ate Description
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CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 9/05/06
DO YE N P.'
E 49497
DO KIM & OCIATES, LLC
CA# 26887
3300 HENDERSON BLVD.,
SUITE 106
t
Ta�7 FL 33684
®L00,
Drawing No. - 060905
SHEET 3 OF 7
Nf
3" MIN. (TYP.)
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3' MIN. (TYP.)
PURDN SUPPORT
N
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Jy" ANGLE. EACH SIDE (TYP.)
COLUMN/POST
S.M.S. WITH MIN."
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W.
Y6" ANGLE. EACH SIDE (TYP.)
2x2x1/8" x 2" LG. ANGLE
S.M.S. WITH MIN. '
3%-0 CONCRETE ANCHOR
W/ (4) ({14x3/4" S.M.S
EDGE DISTANCE
W/23/s" EMBEDMENT INTO
(EACH SIDE)
-
STRUCTURAL CONCRETE (TYP.)
CONCRETE ANCHOR
1'x2" O.B. SOLE PLATE
W2/3g" EMBEDMENT INTO
/
1'x2" O.B. SOLE PLATE
STRUCTURAL CONCRETE
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CONCRETE
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SIDEWALL COLUMN TO FOUNDATION
CONNECTION DETAIL
COLUMN/POST
i�O.B. SOLE PLATE
I
EDGE OF CONCRETE
PLAN VIEW
Y (TYP.) N
BEAM SUPPORT
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COLUMN/POST
S.M.S. WITH MIN."
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%'0 CONCRETE ANCHOR
2x2x1/8' x 2" LG. ANGLE
W/2%" EMBEDMENT INTO
W/ (4) 14x3/4" S.M.S
STRUCTURAL CONCRETE (TYP.)
(EACH SIDE)
1'x2" O.B. SOLE PLATE
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MAIN COLUMN TO FOUNDATION
CONNECTION DETAIL
COLUMN/POST
1x2 O.B. SOLE PLATE
I
EDGE OF CONCRETE
PLAN VIEW
1' (TYP.) ..
N�
BEAM STITCHING SCREW 0 24" O.C. -
(TYP. TOP AND BOTTOM OF SMB)
S.M.B. CARRIER BEAM -
(SEE PLAN FOR SIZE)
(• )-#12x34" S.M.S. - EACH LEG
(SEE CHART FOR REO•D NUMBER —i
OF SCREWS)
BEAM Com)= # SCREWS
2x4 4
2x5 5
2x6 6
2x7 7
2x8 B
2x9 9
2x10 10
0
w
S.M.B. ROOF BEAM
(SEE PLAN FOR SIZE)
2x2 A" MIN. THICK ANGLE (EACH SIDE)
(ANGLE LENGTH = DEPTH OF BEAM)
CARRIER BEAM TO BEAM
CONNECTION DETAIL
2x3%O.O45 PURDN ATTACHED TO
HOST STRUCTURE
USE (4)-010x2' S.M.S. INTO SCREW
BOSSES INTO BEAM (EACH END, TYP.)�
(4)-014x3'4" S.M.S., INTO -BEAM
2x2A'x3" ANGLE, EACH SIDE (TYP.)
2x5 OR 20 TRAC BEAM 0
ro 9-
1 0 ft
FOR 2x5 TRAC BEAM
(4)-014x3'4 S.M.S., INTO BEAM
2x2A"x2" ANGLE, EACH SIDE (TYP.) 0
FOR 2x7 TRAC BEAM
(8)-014x%" S.M.S., INTO BEAM 0
2x2A'x4" ANGLE, EACH SIDE (TYP.) 0
HOST STRUCTURE
(MASONRY OR WOOD)
(2)-010x4" S.M.S. W/ 1/4" WASHER
AT EACH END 2x3 PURLIN
° AND AT 36" O.C.C.
a
4
-4
e (2) Ya" 0 x 214." LONG WOOD LAG SCREW OR
(2) Y4 0 x 24" LONG MASONRY ANCHORS
BEAM TO HOST
STRUCTURE DETAIL
4
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 8745900
Fax: (813) 8745959
112 06I ISSUED 1
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DRAWN BY: DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 9/d5/06
DO YE N Itf�
EG N /k 49 7
DVIM AS O IATES, LLC
CA# 887
3300 HENDERSON BLVD.,
SUITE 106
Tampa L 33684
(b(��ca
Drawing No. - .060905
SHEET 4 OF 7
1
.11C
TYP. 1
Pool Enclosure Collectiveg LLC
Trac Beam (FL State Pro duct Al proval #735f
' t5
`R.OtS
.075' DE .9(r
.015' DEEPz90'
TYP. (36)
#10 x 3/4" MIN. SELF
DRILLING SCREW ® 24" - -
(TYP. TOP AND BOTTOM 1
2" x 7"
TRAC BEAM
031
BEAM TO BEAM
SPACING (ft)
.5.000
.031
TYP. (2)
'A'
140 Mph
4.938
TYP. (2)
ffl A _
25'
.050-1DETAIL 'A'
24,12'
23,27'
R.031
ttP(4)
..781 .425
.352 .4401.000
25'
23,06'
22.12'
7' C,
r337.4)40
1.585
L
R.015
R.017
21.33'
.600- 1-
i.
.015 DEEP40'
.015' DEEPx90'
TYP-(2)
II
.110
TYP. (2) I I
TYR (36)
u
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.116
+ 101'158
330
R.031
TYP. (2)
.110
.062
16'
DETAIL 'A' (TYP. (2))
SCALE- 3x
2" x 3" TRAC SELF -MATING BEAM (SMB)
(patent pending)
2" x 5"
TRAC BEAM
#10 x 3/4" MIN. SELF
DRILLING SCREW @ 24" O.(
(TYP. TOP AND BOTTOM OF S,., .,
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'
' ❑.C,
25'
25'
25'
23,06'
22.12'
7' C,
25'
25' 1
23.51'
22.16'
21.33'
8' C.
25'
25'
22.94'
21.36'
20,35'
2x5 TRAC BEAM (COLUMN HEIGHT)
BEAM TO BEAM
SPACING (ft)
110 mph 120 mph
130 mph
140 mph
150 mph
5' 0. C.
20,31' 19.00'
17,01'
15.00'
13,33'
6' 0. C,
18,57' IZLZ
14,57'
13.07'
12,28'
7' ,C,
16,89' 15.00 1
13,00'
12.15'
11,24'
8' C.
15.11' 1 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' 0. C.
37,82'
37,62
34,63'
31,23'
28.00'
6' 11, C.
35.18'
35.01
31.23'
1.27.37'
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' " ❑.C,
23.04'
22.42'
21,48'
20.53'
19.59'
6' 0. C.
22.22'
21,47'
20,34'
19,21'
18.08'.
7' 0, C.
21.41'
20,53'
19,20'
17,80'
16.68'
8' 0. C',
20.55'
19,59'
18.08'
16,58'
15.08'.
TRAC BEAM Notes: PLANS REVIEWED
1. Refer to Florida Product Approval #FL7350. CITY OF SANFORD
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) 8745900
Fax: (813) 8745959
Rev./Datel Description
2 06 ISSUED
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CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 9105106
i2±t
CA# 26887
3300 HENDERSON BLVD.,
SUITE 106
I Talppt,0 33684
Drawing No. - 060905
SHEET 5 OF 7
a °
APPROXIMATE �!
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2500 PSI MIN. CONCRETE STRENGTH
'OMPACTED OR UNDISTURBED SOIL/SAND
(2)-#5 REBAR, CONTINUOUS
3" MIN. CONC. COVER, 36" MIN.
11-11 -III—III—III—I I -III- LAP SPLICE
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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STANDARD TYP. TURNDOWN SLAB FOOTING
(MAX. POOL ENCLOSURE ROOF SPAN OF 50')
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—2500 PSI MIN. CONCRETE STRENGTH
#5 REBAR, 12" LONG
PACTED OR UNDISTURBED SOIL/SAND
STANDARD TYP. ISOLATED FOOTER
POST
(SEE PLAN FOR SIZE)
4" NOMINAL CONCRErE SLAB
(2500 PSI, MIN.) W/6x6x10/10
W.W.M. OR FIBER REINFORCED
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COMPACTED OR UNDISTURBED SOIL
POST / CONRETE SLAB DETAIL
(MAX. POOL ENCLOSURE ROOF SPAN OF 40')
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 874-5900
Fax: (813) 874-5959
QI 9/05 ISSUED
2006
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SCALE: AS SHOWN
DATE: 9/05/06
DO YEON
1�49497
DO KIM & S CIATES, LLC
C 26887
3300 HENDERSON BLVD.,
SUITE 106
t>Tpmh;f84
Drawing No. - 060905
SHEET 6 OF 7 --�
#14x4' S.M.S. W/ IYi 0 FENDER WASHER
AND NEOPRENE GASKET @ 12' O.C. (COMPOSITE PANEL) 14' FLASHING (CONT.)
OR TUCK UNDER SHINGLED
(4)-#12X3/4' S.M.S. W/ %'0 WASHER AND NEOPRENE @ LEAST 6'
SCREEN ROOF TO
PANEL OR COMPOSITE ROOF
CONNECTION DETAIL
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0,044' MIN. THICKNESS)
WITH MIN. 1Y2' BEARING LEG.
(1) Y4'0 x 2' LAG SCREW @ 24' O.C.
ENTIRE LENGTH OF RECEIVING CHANNEL
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) Y4'0 x 4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING RECEIVING CHANNEL
SOFFIT
Y4 0 x 2Y2' LONG WOOD LAG SCREW OR
Y4' 0 x 2):l'- LONG MASONRY ANCHORS
@ 24' O.C. MAX.
HOST STRUCTURE
(MASONRY OR WOOD)
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
WITH MIN. 1S' BEARING LEG.
roll 11 `,i �ffl
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 8745900
Fax: (813) 8745959
I,&12006 "' I ISSUED I
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DATE: 9/05/06
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R 49497
DO KIM & SOCIATES, LLC
+CA# 26887
3300 HENDERSON BLVD.,
SUI 106
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a LQ840
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Drawing No. - 060905
SHEET 7 OF 7
GASKET PER 12' WIDE 3'x0.032' RISER PANEL
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SCREEN ROOF TO
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OR RECEIVING CHANNEL (0,044' MIN. THICKNESS)
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ENTIRE LENGTH OF RECEIVING CHANNEL
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SOFFIT
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HOST STRUCTURE
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WITH MIN. 1S' BEARING LEG.
roll 11 `,i �ffl
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
3300 Henderson Blvd., Suite 106
Tampa, FL 33609
Tel: (813) 8745900
Fax: (813) 8745959
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DO E IM
R 49497
DO KIM & SOCIATES, LLC
+CA# 26887
3300 HENDERSON BLVD.,
SUI 106
1a;
a LQ840
i
Drawing No. - 060905
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Permit N
Parcel Identificat .I"u,b r' 0
��ii��.,L 5
Prepared by: Florida Poloures
P.O. Box 521136
Longwood,FL 32752-1136
Return to:
Same as above
State of Florida
County of 50. ren ► ry 0
I loll 1f 1111111111111 if 111II 1111 it 811 11 111 11 111 11 lilt 111111 fill
MARYANNE MORSE, CLERK OF CIRCUIT CUURT
SEMINOLE COUNTY
BK 0665.3 P9 0357; t 1 pg )
CLERK'S # 2007052461
RWA11)1_0 04/11/800,1 0A, -0'/:S0 AM
RECORDING 10.00
RECORDED BY L McKinley
ey
dlgddtO COPY
MARYANNE MORSE
CLERKF CIRCUIT COURT
CMV
M 0 ' (,OUNTAFLORIDA
The undersigned hereby gives notice that improveraent(s) will be. made to certain real property, slid in accordance 807'
with Chapter 713, Florida Statutes; the following information is provided Ln this Notice of Commencement.
I . Description of �. roper—(y (legal description of t e Property ; and street address if available)
,23
2. General description of improi7eMerrt(s)
5c!-�,j eii o k�5siLu
3. Owner inforruadon
Name J_ Telephone Nwnber
Address� � r-�1 to i�
�_ I � f� �'�. Fax Number
3 a-7 -7 3 Interest in Property:
4. Fee Simple Title Holder (if other `man the owner shown above)
Name Telephone Number
Address Fax Number
j 5, Contractor. Florida Pool Enclosures Inc.
L./ Name P.O. Box 521136.. Off ice: (407)260-2800
Address Longwood, FL 32752-1136 Fax :(407)260--6411
6. Surety (if any)
Nance Telephone Number
Address Fax Number
Amount of bond_
7, Lender (if any) ----
Narne Telephone Number
Address Fax Number
a. Persons within the State of Florida designated by Owner upon lvhor�I notices or other docuirents may be
served as provided by §713.13(1)(a)7., Florida Statutes.
Name Telephone Ninriber
Address Fax Number
9. In addition to Himself or herself, O��quer: designates the following to receive a cope of the Lienor's Notice
as provided in §713.13(1)(b), Florida Statutes.
NTame Telephone Number
Address Fax Number:'+.
10. EXplraflcn date of notice of corn mencermeni (the expiration.
unlesssffJa differerinit//��d++aa�te is Specified):Date SI red
Sworn to aid subscrib
V,+,0 is
as ides
Fore Revised: 4/98
most
this _ �J da.� of
known to me OR
e yearfin the date of recording
f0'P11er R-4.ote: per §713.13(1)(8) "o,vner
and no one else may be permitted to
or her stead."
20
-141-- by
Signature of Notary (notarial seal vast appear below)