HomeMy WebLinkAbout175 Lakeside DrCITY OF SANFORD PERNUT APPLICATION
Permit No.: 0 ' Date:
Job Address:
Permit Type: Building n Electrical Mechanical Plumbing Fire Alarni/Sprinkler
Description of Work: 45 '�%�`X 7 t ? N ��!� �'G,�i�y i�c�oac icy ie O F
Additional Information for Electrical & Plumbing Permits
Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: (% Residential _Commercial _ Industrial Total Sq Ftg: Value of Work: S
Type of Construction: % Flood Zone: Number of Stories: Number of Dwelling Units:
Parcel No.: 1-ao "3o � oco O �� 0 _ (Attach Proof of Ownership & Legal Description)
Owner/Address/Phone:- SOw ���GyK �,Syi�ieo�C� �fe�P �c32____
Contractor/Address/Phone: �d/ at*za �� �y /c���iu�,;i� ��.5 :5:Crir/,5- 1
/7Q/1W-6-4 ��rz {,GAS' /f State License Number:
Contact Person: �1&+Z,2y Phone & Fax Number: -LOCO &X
Title Holder (If other than Owner):
Address: AoIZA
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer Phone No.:
Address: Fax No.:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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, W =LLS,
POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with
all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU '
INTEND TO OBTAIN FINANCINY, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT. 1
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as
water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Owner/Agent is_
_ Produced ID
Personally Known to Me or
APPLICATION APPROVED BY: 'A� 4S. --r1
Special Conditions:
Contractor/Agent is
Produced ID
v Personally Known to Me or
Date: 3--7-3
-%,y3.0C
DaLANDO SCREEN ID AWNING
835 Sunshine Lane, Altamonte Springs, Florida 32714
(407)862-6060 FAX (407)862-1221
LIMITED POWER OF ATTORNEY
I, Bernard Duncan, hereby authorized V� /d �//✓C�i✓ to obtain
a permit for the following:
LOT: Subdivision /7�/�i✓" �Q�J ���=��,c
Address:
OWNER of Property:
Address:
BERNARD DUNCAN
PRESIDENT
Sworn to and subscribed to me this 3 G� by Bernard
Duncan who is personally known to me and -who -did -take -an --oath.
SUSAN L. MATRE
�( MY COMMISSION NCC 847404
�o^r EXPIRES: July 12.2003
NOTARY:
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL
i < >
SemiudcCouaty
• � �'�
— - `� —�
04ppraiSc ru
1101 K. Firs St.
2003 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 11-20-30-5KB-0000-0110 Tax District: S1-SANFORD
Number of Buildings: 1
HAWK JASON W & 00
Depreciated Bldg Value: $68,269
Owner: Exemptions:
p
MAYLING M HOMESTEAD
Depreciated EXFT Value: $0
Address: 175 LAKESIDE CIR
Land Value (Market): $14,000
City,State,ZipCode: SANFORD FL 32773
Land Value Ag: $0
Property Address: 175 LAKESIDE CIR SANFORD 32773
Ji stlMarket Value: $82,269
Subdivision Name: HIDDEN LAKE PH 3 UNIT 7
Assessed Value (SOH): $76,188
Dor: 01 -SINGLE FAMILY
Exempt Value: $25,000
Taxable Value: $51,188
SALES
Deed Date Book Page Amount Vac/Imp
SPECIAL WARRANTY DEED 03/2000 03844 0987 $82,300 Improved
SPECIAL WARRANTY DEED 12/1999 03792 1628 $100 Improved
2002 VALUE SUMMARY
CERTIFICATE OF TITLE 01/2000 03791 1502 $100 Improved
2002 Tax Bill Amount: $1,046
WARRANTY DEED 05/1996 03082 0309 $79,900 Improved
2002 Taxable Value: $49,402
WARRANTY DEED 03/1989 02053 0847 $72,800 Improved
WARRANTY DEED 10/1988 02011 1537 $252,800 Vacant
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value
LEG LOT 11 HIDDEN LAKE PH 3 UNIT 7 PB 38
LOT 0 0 1.000 14,000.00 $14,000
PGS 79 & 80
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1989 6 1,548 1,272 SIDING AVG $68,269 $71,862
Appendage / Sgft GARAGE FINISHED / 264
Appendage / Sgft OPEN PORCH FINISHED / 12
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
`** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=11203 05KB00000110i.. 3/3/2003
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SANFORD BUILDING DEPT.
THESE PLANS ARE REVIEWED AND CONDITIONALLY
ACCEPTED FOR PERMIT, A PERMIT ISSUED SHALL BE
CONSTRUED TO BE A LICENSE TO PROCEED WITH
THE WORK AND NOT AS AUTHORITY TO VIOLATE.
CANCEL, ALTER, OR SET ASIDE ANY OF THE
PROVISIONS OF THE TECHNICAL CODES. NOR SHALL
ISSUANCE OF A PERMIT PREVENT THE BUILDING
DEPT FROM THEREAFTER REQUIRING A CORREC-
TION OF ERRORS ON THE PLANS. CONSTRUCTION
OR OTHER VIOLATIONS OF THE CODES.
OFFICE COPTIZZ.,
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SCUD ROCP PANEL PRODLCTS
Table 7.3.1 Structail Building Systems Inc. Snap & Loci @ Composite Roof Panels
Allowable Spars for Composite Roof Panels @ Various Loads
Aluminum Alloy 3105.H-14, H-25 Foam Core E.P.S. 1# Density
Manufacturers Proprietary Products:
3" x 48" x 0.024" Panels I Ghmm
Wnd
Region
Cpen Strucasms
McnoSloped Roof
132 3 4
span 'span span
I Screen Rocros
13Z 3 4.
span span span
Partially Enclosed -
1SZ 3 4
span span span
-- -
13Z
span
Endosed
3
span I
4
span
Overhang l
Cantilever
All
Roofs
100+VPHI
1T-7'
17--S-
13'3-
21'-4• 1 23'-10'
23'-0'
10'-3'
11'S
I11'-0"
t3-3•
12'-3. 111'-70'
18'-0' 1
110 MPH
10'-9"
1T-11'
12�
20'-4' 2Z'-9'
21'-11'
9'-A'
;0'-5'
10'-1•
13'-3"
11'-2"
10'-9' I
4-0'
120 MPH
9'-10-
IV -0" 1
10'3' 1
18'3' 1 7-7-11"
20'-2' I
T-6
9'-0
T -Z"
1r -r
1P-21 I
T-10' I
4'-0-
123 UPHI
9'-7'
10'-9'
10'-4'
18'-i 1 20'-9' 1
20-0.
8'-4"
7.-r
8'-11"
11•-11'
9'-11- I
9'-7- 1
V -O. I
130 MPHI
9'-1•
1 1C'-2'
9'-10"
17"-5- 1 19'-5: 1
'Mir
18'-10'
7"41'
8'-10'
8'-8- I
11'-3'
T-5" I
T-1- 1
4'-0• 1
140 MP41
8'-5-
T-5"
9'-1•
16'-s"18'-3'
-8-
7"7 1
8'-2'
T-11-
10'-11"
X-9' I
11'-9" 1
150 MPH1
T-10-
8--9"
57
1571. 1 16'-10' 1
16--3'
0-10' 1
T -i I
T-4•
10'-2' I
11'-1. 110'-t1'
3' x 48' x 0.030- Panels Glass Rooms
Wind
Region
Open Structures.
MonoSloved Roof
Screen Rooms
132 I 3 4
span span span
Partially Enaomm
132 3 4.
span span
132 i
span
Enclosed
3 a
span span
Overhang i
Cantilever
All
Roofs
132 3 4
span span span
100 MPHI
18'-:i 1
20'-5-19'-9.
1 24W-1 1" 1 2T-11' I
2T•0- 17---, n-
1T-8- 113'-70" 1 1T-11' 1
20'-0' 1 17-x' 1
W-4)' 1
110 -AP41
1
18'-8'
18'-0' 1
2T--,0-1 26'-8' 1
25-9" 1
10'-11' 1
14'-.3- 1 16'-3 I 15'-0' I
120-,AP41 10'-10.1 1Z-11- 1 12'-5- 1
20'6" 1 Z2'-11'1
120 ,APHI
12'-1' 1 13=10' 1
13'-4' 1 21'-11"' 24-0 1
2T-3' 1
7-11'
11'-2' 1 10'-10• 1
14'-1-
1T-�
12311PH1
11'-3" 1
IT -3 1
t3'-0' I
Z1'-9' 1 24'-4. 1
23'6- t
9'-9' 1
10'-i1'I 10'3' 1
13'-11-1
15'-i 1
ZO'-, I
130 tAPHI
10-8" 1
12'-9'
12'-4' 1
20'-5" 172'-10" I
ZZ -1• I
9'-3'
10'-4• I
19'-4' 1
14'-10" 1 14'-4' 1
s'-0-
140 MPH)
T-11- 1
11'-1'
10'3"1
19'-2' 1 Z7'-5. 1
20'-9' 1
8'-7'
9'-T' 9'-3'
12'-9' 1
14'-4' 1 13'-+.0' 1
1'-0' I
150.'APHI
9'-3- 1
10'-4" I
9'-11' 1
1T3- 1 19'-9' 1
19--1. 1
7"-11'
8'-11' 8'-0"
11'-11'1
13'-4' 1 12'-11' 1
4-77-7
4" x 43" x 0.024- Panels Glass Rooms
Wind
Region
Open Strucwresj
Mono -Sloped Roof (
132 3 I d I
span span span
Screen Rooms
I
132 I 3 4 I
soap span span
Partially Enctosed
132 3 I 4
span span span
Enclosed •
I
3- ( 3 4
s an span span
Overhang
Cantilever
All
All
M
100 PMl t3-10' 1
19'-1" I 18'-5' 1
23'-� 26'-2'
2S-3 I
71'-2' I
13'-S
12'-t 1'
16'-9'
t8'-9' I 18'- ' I
4'-0' I
T10 :`APHI
1275- 1
17"-5" 1 13'3"
Z2-3" 1 24--11-1
24'-,' 1 10'-2' 1
1Z -:i I
11'-0' 1
14'-.3- 1 16'-3 I 15'-0' I
120-,AP41 10'-10.1 1Z-11- 1 12'-5- 1
20'6" 1 Z2'-11'1
ZZ -Z' I
9'-+- 1
10'-5- 1
10'-1• I
13'-4" 11a•_;1 -I ;a'_� I
4-�-
123
1T-�
'Z2%9' 1 21'-11' I
9'-1'
10'-Z- I
T-10"
10'-10"I
t?' -11• I
I •130 'APHI
9=11- I
i l'-2* 110'-70' ;
19'-1" I 2t'-4' I
ZO'-, I
T-8' 1
9'3" 1
9'-4• 1
12'
10'-3' 1
140 ?APHI
9'-a
10'-4• I t0'-0' i. 1T-11' i 20'-1' I
19'-4' 1
8'-0' 1
87,1' (
8'3' I 11 -11' I 13'-4. 1 12' 11. 1
4'-0" I
1150 ,MPH1 T -T- 1 9-9- 1 9'-4' ! 16 I 18 %�" I .T -;O' I 7"-5" I 3'-�' I 3'-1• 1 11'-2' I 12'3' I 1�-1• I 4'-0• I
4" x 43" x 0.030" Panels Glass Rooms 1
'Wind
Region
Open Structures I
Mono -Sicced Roof
I 132 I 3 I d
span i spn span
sc.-wen Zooms I
132 I 3 I s 11
span span soon
Pubady Enclosed
JAZ I I I 4
scan span span
Enclosed
132 I 3 I
span soar
I
4
scan
Cvernang
Cantilever
All
Roofs
100 UPHI
ZO'-3- I
72'3" 1 21'•10' 1
27-9' 1 30'-1 r 1 29'-11 1
17'., 1
19'-7' 118'-11' 1 1g'-1,0' I
22'-Z' 121
-5' I
4'-0' I
110 ' PHI
18'-6* 1
20'-3' 1 19'-11.1
Z5 -S* 1 29'-6' 1 28'-71 1 12'-11-
17"-11"
14i-0-
;9'-31
4'-n'
120 UPH)
13'-3' 1 18'-10' 1 18'-3• 1
Z4'-4- I 2T -Z' 1 25'-3' 1
11'-1' 1
13'-3-
12'-10-
t5'-10' I
1T -r 1
1T-�
123.-APHI
13'-4' 1
18'-5- 1 1T-9' 1
24'-1. 1 Z5-11-1 26'-1' 1
10'-10"I
t?' -11• I
1Z-6
15'T 1
1T-4• I
u6' -y I
1 130 MPHI
IZ-8" 1
17--r.- 1 IT -8- 1
223- I ZS -4' 1 24'-5' 1
10'-3' 1
1 V -i 1
111-1- ;
14'-8' 1
16'-5- 1
15'-10' 1
W4.
140 ;AP41 10'-11-1
13'-2- 1 12'3. 1
21'-3' 1 2-7-9' 1 22'-11•
9'-r3- I
10'-4" I
10'-3 I
14'-Z' 1
15-10' 1
1S-4- 1
W-0-
150 -APH I
17-3- 1
1 Z-3• 1 11'-1' 1
19'-7- 1 21'-11- I 211•2' 1
8'-' U" 1
1'-11- I
9'- 7 " I
13'-3' 1
14'-9' 114'-3
1
4' -O -
Note: Total roof panel width = room width * wail want * ovemang.
SEAL
PA(a��
7-24;6
Lawrence E. Sennett, P.E.
r -,AL avismwq - OEvaoPINENr c muLr mr
P.O. BOX +brie. SOUTH OAYTONA. FL 72121
, ELEPHONE ('••96) 797-IT7a.
FAX ('-Be) 7B7v556
® CapynIGHT ZOOZ
ETI113CTsAL
R311-31wto a vw u
a 0 SURSANK. OLOSAAAR. FL 34617-+908
LOCAL (813) 855-Z8Z7
NATTONWtOE 1_800-989-3706
FAX M31 434-ZWZ
NOT 70 9E REPRODUCCD IN NmmCLE OR IN PART'MITMOUT i HE'NRITTCN PF.WAISSION OF LAWRENCZ E. BENNErT. P E I
SECTION 3 SCREEN, VINYL, GLASS & MODULAR ROOMS
Table 3.2.1-110 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions
For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Structures
For 3 second wind gust at 110 MPH velocity; using design load of 12 XSF
Aluminum Alloy 6063 T-6
Sections
r -o-
3'-0'
Tributary Load Width W = Pudin Spacing
W -o" I 4•-6' I Fa, 1 3'7 1 6•-0' I 6'-0'
Allowable Height 'H' / bending V or deflection 'd'
T-0' I
T7
2- x r x 0.044'
Hollow
r-11' d
T-7' d
r-0' d
T-11' d
ti 4r b
8'-0" b
F-1' b
S-10• b
5'-8' b
S-5' b
r x r x 0.055"
Hollow
8'S' d
8'-0' d
r-8" d
r-5' d
r -r d
W-111 d
6'-8' b
G5' b
6-2' b
5'-11' b
r x r x 0.045"
Hollow
8'-10' d
8'-4' d
r-11" d
r -r d
r-0' d
r-2' d
8:11" d
8'-9' b
6'-6' b
6'4• b
r x r x 0.070'
Hollow
10'-0' d
9'-11' d
T -W d
7-2' d
8'-10' d
8'-7" d
8'-4" d
8=1• d
r-11' d
r-9' d
rxrx 0.045"
Hollow
11-0' d
10'-r d
10'-0' d
7-7' d
7--r d I
8=11' d
8'-9' d
8'-0' di
8'-0' d
8'-0' b
r x 4" x 0.050'
Hollow
14'-11' d
14'-3' d
13'4' b
12'-0' b
12-1' b
11'-6' bI
11-0' bf
10'-7 b
10'x' b
9-10- b
r x 5' x 0.050'
S.M.S.
20'-2' d
19'-1' d
18•-0' d
Ir -71 d
16'-9' b
15'41- bi
15-3' b
14'4' b
14'-2' b
13'-8- b
r x 6' x 0.050"
S.M.B.
23'-8' d
22-0' d
21'-0" d
20'-6' bf
19'-0" b
18'-5' b I
1r -W bi
16-110 bi
I -e bi
15'-9' b
opans i rl*hm may be inwrpolauw.
Table 321-120 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions
For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Structures
For 3 second wind gust at 120 MPH velocity; using design load of 14 #/SF
Aluminum Alloy 6063 T-6
Sections
3'-0"
31-6'
Tributary Load Width W s Pudin Spadng
V r I r -V I S'-0' I T -C I 6'-0' 1 6'-6'
Allowable Height If / banding'b' or deAsWon'd'
I r-0"
I 7'.4'
r x r x 0.044'
Hollow
T -r d
r-2' d
6'-11' d
8'4' b
6'-2' b
5-11' b
5'-8' b
5'-5'
b T-7
b 5'-1' b
r x r x For
Hollow
8'-0' d
r -r d
r-0' d
r-0' d
6'-9' b
8'-5' b
6=r b
5-11" b
5'4'
b 5.8' b
3" x r x 0.045'
Hollow
8'-4' d
T-11' d
r-7' d
r-4' d
r-1' d
W-10' b
8'4;' b
6'-0'
b 6'-0'
b 5'-10' b
3" x r x 0.070'
Hollow
T-11' d
W -V d
9-0' d
8'4' d
8'-b• d
8'-1' d
r-11' ' d
r-8'
d r-0'
d r4' d
r x 3' x 0.045"
Hollow
117-5' d
9-110 d
9'-8• d
9-2' d
8:10' d
8'-r d
1W d
r-110
b r4r
b r-5' b
r x 4' x 0.050'
Hollow
14'-3' d
13'-0' b
1246' b
11'-9' b
11'-2' b
10'-0• b
10-2' b
9-9'
bi W -V
b 9'-1' b
rxrx 0.050'
S.M.B.
19'-1' di
16'-2' d
174- b
16'-0' b
5'-8'
1 b
14'-9' b
14-2' bi
13--f bi
13'-1'
b 12-0•—b
r x 6' x 0.050"
S.M.B.
22'4' d 1
21'-3' d
20-0' b
18'-10' bf
1r -11'b
1 r-1• b
16'4• bl
15'-8•
bi 15-r
bf 14'-7- b
Spans may to Interpolated.
Table 321-130 Allowable Upright Heights, Chair Rall Spans or Header Spans - Hollow Extrusions
For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Structures
For 3 second wind gust at 130 MPH velocity; using design load of 16 #/SF
Aluminum Alloy 6083 T4
Sections
3'-0"' 1
3'-0"
Tributary toad Width W w Purlin Spadng
1 4'-0' 1 4'.8' 1 C-0' I S'-0' L r -V I W -V I
Allowable Height 'H' / bendIng V or deflection 'd'
r-0' I
7'4'
r x r x 0.044'
Hollow
r-3' d
6'-11' d
8'-0' b
8=1' b
5-g'
b S-0' b
5'-r
b
5=1• b
4'-11' b
4'-9' b
r x r x 0.055"
Hollow
r-0' d
T-4'
d 6'-11' di
6'-8' b
F.4'
b 8'-0' b
5'4r
b.
5'.T b
5'4' b
5'-r b
r x r x 0.04r
Hollow
r-11' di
r-7'
d r.7 dj
8'-11' d
6'-8'
b F-4- b
6'-1•
b
5'-10' b
5-8' b
5'-0' b
r x r x 0.070'
4ollow
9'-6' d
9'-0'
d 8'-8' di
8W d
8'-0'
d r -V d
r -r
d
r -r d
T -r d
7-0' d
r x 3" x 0.045
Hollow
10-0' d
7-8'
d 9'-1' d I
8'-9' di
8'-0'
d r-1' b
rA'
b
T4' b
r -r bi
6'-11' b
r x 4' x 0.050-
Hollow
13'-5 b
12-F'
131 111-r S I
11'-0' hl
10'5'
b 9-11' b
9'-8-
bi
9'-r bj
8'-10' bi
8'-W b
Z' x r x 0.050'
S.M.B.
16'5' d
1T-0' bi
16' r bf
15'5' bf
147 b
13'-10' bi
175'
bi
12'-9- bi
125' bi
11'-10' b
r x 6- x 0.050'
S.M.B.
21'-4' d
20'--X
4--' =-' ; i
'7-:7
W-9"
b 15-11' 1
15'-3' bi
14'$' bi
14'-r bi
13'-0' b
Spans may be interpolated.
SEAL
PAGE
3-44
Lawrence E. Bennett, P.E.
CML ENGINEER - OEVELOPMENrCONSULTANT
P.O. BOX 4368. SOUTH DAYTONA. -L 32121
TELEPHONE (386) 767-4774 .
FAX (386) 767-6556
® COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
RIDGE CAP
#8 x 9116" TEK SCREWS (d�
PAN RIBS EACH SIDE
CAULK ALL EXPOSED SCREW — — .'.� •:::
HEADS & WASHERS
#8 x 1/2" S.M.S. (3) PER PAN
AND (1) AT PAN RISER
I
ALTERNATE CONNECTION:
#8 x 1-1/4" SCREWS (3) PER
PAN INTO BEAM THROUGH
BOXED END OF PAN AND
HEADER
WHEN FASTENING PANELS
OR PANS TO WOOD PLATES
SCREWS SHALL HAVE A
MINIMUM EMBEDMENT OF i"
CAULK ALL EXPOSED SCREW
HEADS & WASHERS
FOR COMPOSITE ROOFS:
#10 x (t + 1/27) S.M.S. W/
1-1/4.0 FENDER WASHERS
12" O.C. (LENGTH =
PANEL THICKNESS + 10)
9 ROOF BEARING ELEMENT
(SHOWN) AND 24" O.C.
NON -SEARING ELEMENT (SIDE
WALLS)
ROOF PANEL TO BEAM DETAIL
SCALE. 3" = V-0"
:l•:
:•:c
'
SECTION 7
SEALANT
PAN HEADER (BREAK
FORMED OR EXT.)
HEADERS AND PANELS ON
BOTH SIDES OF BEAM FOR
GABLED APPLICATION
PAN OR COMPOSITE ROOF
PANEL
#8 x 1/2" S.M.S. (3) PER PAN
ALONG PAN BOTTOM
FOR PAN ROOFS:
(3) EACH #8 x 1/2" LONG S.M.S.
PER 12" PANEL.
ROOF PANEL
(PER TABLES SEC ION 77)
SUPPORTING BEAM
(PER TABLES)
ROOF PANEL TO BEAM FASTENING DETAIL
SCALE: 3" = V-0"
Lawrence E Bennett, P.E.
G'VR. ENCOVEER-OEYBOPMBVTCONSUL7ANT
P.M.= 43M SOUTH DAYrON/k, FL :2121
TELEPHONE (300)797-AT74
FAX (3001707-65.0
SEAL
PAGE
® =PymGMT ZOOZ
NOT 70 BH REPROOUCED IN VVNOW OR IN PART WITHOUT THE FJi VVIWTIEN PNIZION OF t.AVNIENCE E OEtINET f, A.E ���
SEC'T'ION 7
SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
#8 x 1/2'S.M.S. SPACED
EXISTING TRUSS OR RAFTER
8' O.C. BOTH SIDES
*10 x 1-1/7 S.M.S. OR WOOD
000 SCREW (2) PER RAFTER
OR TRUSS TAIL
#10 X 3/4' S.M.S. OR WOOD
p
SCREW SPACED @ 12 O.C.
---
I
ROOF PANEL
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
SCALE. 3' =1'-0'
EXISTING HOST STRUCTURE
WCOD FRAME. MASONRY OR
-1
#8 x 1/2' S.M.S. SPACED
OTHER CONSTRUCTION
�
@ 8.O.C. BOTH SIDES
FOR MASONRY USE
r
1/4' x 1-1/4' MASONRY
I'''•'•.:...77 7.
ANCHOR OR EQUAL @ 24.O.C.
FOR WOOD USE #10 x 1-1/Y
S.M.S. OR WOOD SCREWS @
�—
ROOF PANEL
iT O.C.
ROOF PANEL TO WALL DETAIL
SCALE. 3' =1'-0'
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASC'A
FRAMING WHERE POSSIBLE ONLY 15070 OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS.
SUB-FASCSA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE
HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4' WASHERS OR SHALL BE WASHER
HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANE OR PAN'S DEPTH 17. T HE WALL
THICKNESS SHALL BE.THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL
WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH
ANCHORS APPROPRIATE FOR THE MATERIAL CONNE'' , TO. THE ANCHORS DETAILED
ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE-
Lawrence
TRUCTURE
Lawrence E. Bennett, P.E.
aMa*WM i-O6YBOPM6VTCON=TMr
P.O. BOX Xft souM DAYTON& FL 32121
TELEPHONE r3W7e7-T7t
FAX rAM 757 -GM
SE=AL
PAGE
® COP'YRIGKr zooz
7-4 morT-ro gg REPRvou= W WHOLE OR IN PART WRMCtrrTHE WRtITEH PERMISSION OF LAWRENCE E. BENNUIT. PE
�l
SCREENED ENCLOSURES
SCREWS OR THRU-BOLTS
(SEE SECTION 9)
1' x Z' EXTRUSION ANCHOR
TO CONCRETE Wl
CONCRETE ANCHORS WITHIN
6' OF EACH SIDE OF EACH
POST AND @ 24' O.C. MAX:
SELECT CONCRETE ANCHORS
FROM SECTION 9
SECTION 1
POST SIZE 2' x 4' MAX.
MIN. 3-112' SLAB 2500 P.S.I.
CONCRETE &x 6 -10 x 10
WELDED WIRE MESH OR F
MESH CONCRETE
POST TO PLATE TO CONCRETE DETAIL
SCALE. 3' = V-0'
2' x 2' x 0.063' ANGLE EACH
SIDE ATTACH TO POST AND
CONCRETE @ LOAD BEARING
WALL W/ (2) MIN. S.M.S. (PER
SECTION 9) EACH SIDE
MIN. 3-1/2' SLAB 2500 P.S.I.
CONCRETE 6x6 -10x10
OED WIRE MESH OR F,BE.R
MESH CONCRETE
ANGLES AS SHOWN ABOVE
MAY BE USED TO CONNECT
CHAIR RAILS AND PURLINS
POST SIZE 2' x 4' MAX. (SEE
TABLE)
1' x 2' EXTRUSION ANCHOR TC
CONCRETE'N/CONCRETE
ANCHORS Be MAX. EACH SIDE
OF EACH POST AND @ 24' O.0
MAX OR THROUGH ANGLE
AND @ 24' O.C. MAX SELECT
CONCRETE ANCHORS FROM
SECTION 9
ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL
SCALE: 3' =1'-0'
Lawrence E Bennett, P.E.
CML FlnWIMR-OEYEXPMEKTCONSMrAW
P.O. BOX 476E SOUTH OAYTOIK FL =121
TT3FPMONE (3M 7671774
FAX (MM 757 -OW
SEAL
® =PYRIGHT 20x2 PAGE
NOTTO a ROw4OUCED m wmw OR IN PART wffmO{ITTHE WRITTEN Psommm OF LAWRE w:E E BEN im. Ps 1.41
AT OF 5URVE)"
LAND DESCRIPTION:
LOT 11, HIDDEN LAKE PHASE III - UNIT VII, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 38,
PAGES 79-80, PUBLIC RFCORDS OF SFMINOI F COUNTY, FLORIDA.
ADDRESS: 175 t_AKESIDE CIRCI E
RADIUS - 250.00'
DEC rA - 13'4 7'03'"
This Survey is Certified EXCLUSIVELY to and ONLY For the use of__
___
LF_NG7N - 60.14'
Abutting Properties Deeds have not been
MORD RFARING = N 16'30'42" W
LOT 12
64MIERS ,40V4NTAGE T/71F GROMP IN(,'
RES/OENT/A/_ L EN,01-R S, /N(,'
I !OUNO� IRON o `hoc
16.4''4 _ _ __
251.00'
/
102.97
1 N 82°10'56° E
D
1 \ / Concrete
c�\
n
_- hOO
c cJ r�
I fIG11AEL E. FT-- IULI-A,
p1e {'1 ONE 5TORY
PROFE5510NAL LANDSURVE t'OR AND HAPPEI'.
Conor r `15.0 RFfiIV[11GF r
L,r1r,
2
F5?
aq
-A tTj
o
vJ ro, qn,°
ool °I %p 5
v
<T1
r, \ rzHrNo ���"/Rcav LOT to
AIM NOS'
o \
POINT OF CURVE
-_ DELTA - 01'17'57"
tFN(',TH 5.67'
51JRVE-Y'OR5 NOT F-5:
I. Unless it bears the signature and tha_ original raised seal of a Florida D
Licensed Surveyor and Hopper this drnwinq, sketch, rlat or map Is for r -
Informntlonoi rUrroses only and Is nat vnli.i. fT1
2. Lands shown hereon we..re not ahstrnr.terl for rrnsements and/or rlghts-of way
of record.
3. Underground portions of fontinrAs, frundration5, or other improvements Were not locnted. 61 n
4. Hearings ore, based on the. North lot (Ino, on I -)Ping N 82'10'56" E SII
5. 1 have reviewed the Flood Insurance PnLo I bar and determined that this rrorerty
does not lie within the 100 year Floor] lone. {
6. house ties are not to be used to rec:nnstrurA property lines. {
FS. Only Visible, Encroachments Lccoted.
9. FENCE OMERSHIP NOT L7EiEPP11NFi?.
VIS SURVEY 15 NOT VALID FOR ANY OTHER TRANSACTION AFTER q0 DAYS
OW IN T}1E REVI510N BLOCK
OF LAST P_EV1510N 1-151ED BEL
NOTE,
This Survey is Certified EXCLUSIVELY to and ONLY For the use of__
Abutting Properties Deeds have not been
Researched for Gores, Gaps, Merlaps, or HlatuS.
64MIERS ,40V4NTAGE T/71F GROMP IN(,'
RES/OENT/A/_ L EN,01-R S, /N(,'
✓ASON W & MAY/_/NG M 17'1110y'u
I fIG11AEL E. FT-- IULI-A,
PROFE5510NAL LANDSURVE t'OR AND HAPPEI'.
y
JOB NO: 00-!
615TRAT10N 1312 4 1-15"6536
FIARIL)A RE "
PROFESSIONAL LAND SURVFYING SERVICE`;. 111,
f30UNLJAR'r' SURVEY
KFO
4/17/00
--
1 280 SEMINOL A ROULE VARD + 9 II f F 2
CASSELSERRY, rl_r)RIDA 32.707
),_..-
(407) Sgfi--044F FAY.: (407) scar, n"H�
MICHAEL E. PFTLILL-A,
_
PROFESSIONAL I -AND SURVF_YoP ArIO MAPI'VP
REVISILINS
DRAWN
DATE
EB/PG
CHKED