HomeMy WebLinkAbout2855 S Sanford AveCITY OF SANFORD PERMIT APPLICATION
Permit # : 'tzJ
Job Address:
Description of Work:
Historic District:
v 3 D5 -
G 2 -!)P—r — 7X
Permit Type: Building Electrical Mechanical Plumbing . Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempoeary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumblog/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial t'
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 #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: ¢
eA,r G. Q A., !o (-Zri t0J _. 93 LIMI- -,7'7r
Contractor Name &
License Number:
Phone & Fax: r n t
RA I VAI Ornone: - I'VI - tvLir— Lrrd- .
Bonding Company:
Address:
Mortgage Lender: --
Address: MAD •n 7
Architect/Engineer: Phone:
Address: Fax: -- --
Application is hereby made to obtain a permit to dQ thewb JOY t[drfcguto . !certify that no work or installation has commenced prior to the
issuance of a permit and that•all work will be peti'ormed t m m{>lsting construction in this jurisdiction. 1 understand that a separate
permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR iMPROVEMENTS TO YOUR PROPERTY. ' IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this properly 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 Pelletal agencies.
Acceptance of
74
is verification that I wit otify the dwncr oft pp rty of the requirements of Florida Lien I,aw, FS 713.
fdAt lY 4
caner gent to Signature of Contractor/Agent Date
Print caner/Agent's Name Print Contractor/Agent's Name
m c
y' f ature Notmy-Stt,®ri Dat Signature of Notary -State of Florida Date
v
Owner/Agent is , Personally Known to Me Contractor/Agent is ^ Personally Known to Me or
5 o v, ru _ Produced I __-_ Produced ID
APPLICATION APPROVED BY: Bldi Z O
Zoning: Utilities: FD:
Initial & Date) (Initial & Date) m (Initial & Date) (Initial & Date:
Special Conditions:
30o
r
L 1w 1"
c
6' 0"
K.17' 0" k "
I I_
io 17' 2"
0 n n n
N N
R-WALL W/ COIL . 14"OVERHANG 1X2
K-- 6' 8" 2' QN 6' 0• Ok RIZER i-
N
1x2
16' OVERHANG NEW ORO-FAB ROOF
2x2
p RIZER WALL s 24 @ 26' 2 fV
Z O
2x2
8' 7'
1x2
cg ,.' 1x2
L.1 .._. _..--•--._.._.. ----- 3x3 post '.... ._.._..- ------•-••-•-•------}--
1x2
2x5 SM 0 2x2
o LL
iv LL
NI
N
21' 6 15/16" x 3x3 POSTS LLU 1 ^ 3
Z .000 yg a Z
L 6 'O
ca t'
Z
y a of s H
v
existing Wall stays
1
E— 7' 3"—
7' 3"—j '' 22' 0"
7' 10"
WHITE
REBUILD SCREEN ROOM -+
Mr & Mrs Gerald Young
NEW PRO-FAB ROOF
2855 S Sanford Ave
Sanford FI32773
SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A
INTERIOR BEAM (SEE TABLES
3A.1.3)
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM (SEE TABLES
3A.1.4)
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767-4774
FAX; (386) 767-6556
OCOPYRIGHT 2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I
PAGE
A -A
SCREEN, ACRYLIC & VINYL ROOMSSECTION3A
LW' FOR
MAX. /
H. UPRIGHT /
HEIGHT (h)
VARIES
EDGE BEAM (SEE TABLES
3A.1.1 & 3A.1.2)
1"x2"
MIN. 3-1/2" SLAB ON GRADE
OR RAISED FOOTING
FOR FOOTINGS SEE DETAILS
TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39)
W/ SOLID ROOF TYP. FRONT VIEW FRAMING
HEIGHT OF UPRIGHT IS MEASURED FROM
TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM)
LW' LOAD WIDTH
FOR ROOF BEAM ALTERNATE CONNECTION
P/2'P/2' @FASCIA ALLOWED
SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS)
SEE TABLES) w
O.H.
SOLID ROOF —I
NO MAXIMUM
ELEVATION SLAB OR GRADE)
P = PROJECTION FROM BLDG.
VARIES VARIES LW = LOAD WIDTH
NOTES: 'P' VARIES
1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C.
AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/
WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN
INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF
CONNECTION.
2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H.
3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3
4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
100 -1231 130 140 150
8 1 #10 12 12
TYPICAL SCREEN ROOM
SCALE: 3/16" = 1'-0"
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214364, SOUTH DAYTONA, FL 32121
TELEPHONE: (366) 767-4 74
FAX: (366) 767-6556
PAGE
COPYRIGHT 2004
3A-2 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS
EDGE BEAM
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
10 x 1-1/2" S.M.S. MAX. 6"
FROM EACH END OF POST
AND 24" O.C.
FRONT WALL GIRT
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
10 x 1-1/2" S.M.S. MAX. 6"
FROM EACH END OF POST
AND 24" O.C.
ALTERNATE CONNECTION:
2) #10 x 1-1/2" S.M.S.
HROUGH SPLINE GROOVES
IDE WALL HEADER
ATTACHED TO 1" x 2" OPEN
ACK W/ MIN. (2) #10 x 1-1/2"
M.S.
IDE WALL GIRT ATTACHED 1
x 2" OPEN BACK W/ MIN. (3)
10 x 1-1/2" S.M.S. IN SCREW
OSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
CONCRETE W/ 1/4" x 2-1/4"
ONCRETE / MASONRY
NCHORS @ 6" FROM EACH
OST AND 24" O.C. MAX. AND
JALLS MIN. 1" FROM EDGE OF
ONCRETE
TYPICAL & ALTERNATE CORNER DETAIL
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767-4774
FAX: (386) 767-6556
PAGE
@ COPYRIGHT 2004
3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SCREEN, ACRYLIC & VINYL ROOMS
COMPOSITE ROOF PANELS:
4) 1/4" x 4" LAG BOLTS W/
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
2" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
W/ MIN. (3) #10 x 1-1/2"
S.M.S. IN SCREW BOSSES
TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1'-0"
SECTION 3A
RISER PANELS ATTACHED PERICHAPTER
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2" x 2", 2" x 3" OR 3" x 2"
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2" S.M.S. IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767-4774
FAX: (386) 767-6556
PAGE
@ COPYRIGHT 2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I 3A-7
SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A
Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions
For Screen or Vinyl Rooms
For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever)
Aluminum Alloy 6063 T-6
2" x 2" x 0.044" 2" x 2" x 0.055"
Load
Width (ft.)
Max. Spa n'L' / (bending 'b' or deflection'd') Load
Width (ft.)
Max. Span 'L' / (bending'b' or deflection'd')
1 8,2 Span 3 Span 4 Span
Max.
Cantilever
1 & 2 Span 3 Span 4 Span
Max.
Cantilever
5 5'-1" d 6'-3" d 6'-4" d 1'-0" d 5 5'4" d 6'-7" d 6'-9" d 1'-1" d
6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 1'-0" d
7 4'-6" d 5'-7" d 5'-6" b 0'-11" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d
8 4'4" d 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5-7" b 0'-11" d
9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d
10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d
11 3'-11" d 4'-6" b 4'4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d
12 37-9" d 4'-4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'-10" d
3" x 2" x 0.045" 3" x 2" x 0.070"
Load
Width (ft.)
Max. Span 'L' / bendin 'b' or deflection '5d'L Load
Width (ft.)
Max. Spa 'L' I bendin 'b' or deflection 'd') 1 &
2 Span 3 Span 4 Span Max.
Cantilever
1 &
2 Span 3 Span 4 Span Max.
Cantilever
5
5'-8" d 7'-l" d 7'-2" d 1'-2" d 5 6'-5" d 7'-11" d 8'-l" d 1'-3" d 6
5'-4" d 6'-8" d 6'-9" d 1'-l" d 6 6'-0" d 7'-5" d 7'-7" d 1'-2" d 7
5'-1" d 6'-4" d 6'-5" d 1'-0" d 7 5'-9" d 7'-l" d 7'-3" d 1'-2" d 8
4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d 1'-1" d 9
4'-8" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10
4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" d 1'-0" d 11
4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 12
4'4" d 5'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5'-11" d 5'-11" b 0'-11" d 2"
x 3" x 0.045" 2" x 4" x 0.050" Load
Width (
ft.) Max.
Span 'L' / bending 'b' or deflection 'd') Load Width (
ft.) Max.
Span 'L'/ bending 'b' or deflection 'd') 1 &
2 Span 3 Span 4 Span Max.
Cantilever
1 &
2 Span 3 Span 4 Span Max.
Cantilever
5
7'-1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'4" d 11'-2" b 1'-10" d 6
6'-8" d 8'-3" d 7'-11" b 1'4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7
6'4" d T-8" b T-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8
6'-1" d 7'-2" b 6'-11" b 1'-2" d 8 7'-10" d 9'-2" b 8'-10" b 1'-7" d 9
5'-10" d 6'-9" b 6'-6" b 1'-2" d 9 7'-6" d 8'-8" b 8'4" b 1'-6" d 10
5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b 1'-5" d 11
5'-5" d 6'-1" b 5'-11" b 1'-1" d 11 6-11" b T-10" b 7'-7" b 1'-5" d 12
5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6'-8" b 7'-6" b T-3" b 1'-4" d Notes:
1.
Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection
to the above spans for total beam spans. 2.
Spans may be interpolated. Lawrence
E. Bennett, P.E. FL # 16644 CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (
386) 767.4774 FAX: (
386) 767-6556 PAGE
COPYRIGHT
2004 NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-11
SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS
Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans
for Screen, Acrylic or Vinyl Rooms
Aluminum Alloy 6063 T-6
For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF
Sections
Tributary Load Width 'W' = Purlin Spacing
3'-0" 1 3'-6" 4'-0" 1 4'-6" 1 5'.0" 1 5'-6" 6'-0" 1 6'-6" 1 7'-0" 7'-6"
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5%11" b
2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b
3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b
3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b
2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b
2" x 4" x 0.050" Hollow 16'-3" b 15-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b
2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b
2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b
2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 1 16-6" b
2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b
2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b
2" x 4" x 0.045" Snap 17'-7" b 173" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b
For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF
Sections
Tributary Load Width 9N' = Purlin Spacing
3'-0" 1 3'.6" 1 4'-0" 4'-6" 1 5'-0" 5'-6" 6'-0" 1 6'-6" 7'-0" 1 7'-6"
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" b 6'4' b 6'-5" b 6'-1" b 5'-11" b 5-8" b 5'-6" b
2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6-11" b 6'-8" b 6%5" b 6'-2" b 5'-11" b
3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'4" b 7'-1" b 6'-10" b 6'-7" b
3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b
2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b
2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b
2" x 4" x 0.046" S.M.B. 17'-0" b 16'-3" b 15'-2" b 14'4" b 13'-7" b 12--11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b
2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'4" b 14'-9" b 14'-2" b 13'-9" b
2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17%9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b
2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'4" b 7'-0" b 6'-9" b 6'-6" b
2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'.4" b 8'-11" b 8'-B" b 8'4" b
2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 1 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b
Notes:
1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the
above spans for total beam spans.
2. Spans may be interpolated.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER -DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767.4774
FAX: (386) 767-6566
PAGE
COPYRIGHT 2004
3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2
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Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767-4774
FAX: (386) 767-6556
PAGE
COPYRIGHT 2004
3A-26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
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SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS
N TYPE)
SOLID) ROOF PANE COMPOSITEoDGE BEAM
FASTEN PANELS 7 AN OR 3A)
PER DETAILS IN SECTION
I
6" MAXIMUM
C Luwis
Q=LUZ
sit
Cf
IF KNEE BRACE LENGTH > Z) U) w EDGE BEAM TABLES:
EXCEEDS TABLE 1,7 USE w= H z I 3A.1.1, 2
CANTILEVERED BEAM Ln 0 55 o
crCONNECTIONDETAILS z cif LU
SCREEN OR SOLID WALL POST SELECT PER TABLE 3A.3
MAY FACE IN OR OUT) o
USE 2 x 3 MINIMUM
HOST STRUCTURE ROOFING
2"STRAP -LOCATE @ EACH
POST, (2) 1/4" x 2" LAG
SCREWS @ 24" O. C, (MAX.)
EACH STRAP
2) #10 x 1/2" SCREWS
USE ANGLE EACH SIDE FOR
2 x 2 TO POST CONNECTION
WITH HOLLOW POST
1/4" BOLT @ 24" O.C. MAX.
WITHIN 6" OF EACH POST 40D
FASTEN 2 x 2 POST
W/ (2) EACH #10 S.M.S. INTO
SCREW SPLINES
2" x 2" x 0.062" ANGLE EACH I ® EXTRUDED
SIDE (3) EACH #8 S.M.S. EACH OR SUPER
LEG INTO POST AND INTO GUTTER MAX, DISTANCE TO
GUTTER (MIN.)
HOST STRUCTURE WALL
FASCIA AND SUB -FASCIA 36" WITHOUT SITE
SPECIFIC ENGINEERING
EXTRUDED OR SUPER GUTTER / RISER
OR TRANSOM) WALL @ FASCIA (WITH SOLID ROOF)
SCALE: 3" = V-0"
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER • DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 7674T74
FAX: (366) 767-6&%
PAGEI @ COPYRIGHT 2004
NOT TO BE REPRODUCEDODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I
SOLID ROOF PANEL PRODUCTS SECTION 7
Table 7.3.6 Allowable Spans for 0.024" PRO-FAB Composite Panels
wl EZ-LOCK for Various Loads
Metals USA Building Products L.P.
Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density3" x 48" x 0.024" Roof Panel wl E7-LOCK
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang I
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0"
110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'-4" 14'-10" 4'-0"
120 MPH 20'-4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-61, 4'-0"
123 MPH 19'-6" 21'-10" 21--1" 15--11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0"
130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0"
140 MPH 12'7 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3"
150 MPH 12'4" 13'-9" 13'-3" 12'4" 13'-9" 13'-3" 9'-6" 10'-8" 1014" 1 3'-11"
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang /
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-l" 17'-5" 19'-6" 18'-10" 4'-0"
110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-l" 18'-0" 17'-5" 4'-0"
120 MPH 22'-3" 24'-11" 24'-l" 19'-1" 21'4" 20'-7" 13'-9" 164" 14,-10" 4'-0"
123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11" 14'-6" 4'-0"
130 MPH 19'-9" 22'-l" 21'4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0"
140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0"
150 MPH 13'-6" 15-1" 14'-7" 1 13'-6" 15'-1" 14'-7" 10'-5" 12'4" 11'4" 4'-0"
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang /
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-l" 27'-2" 19'-8" 21'-11" 21'-3" 4'-0"
110 MPH 26'-5" 29'-6" 28'-6" 23'-2" 25'-10" 24'-11" 18'-2" 20'4" 19'-8" 4'-0"
120 MPH 1 25'-2" 28'-l" 27'-2" 21'-6" 24'-l" 23'-3" 15-6" 18'-8" 18'-0" 4'-0"
123 MPH 24'-2" 27'-0" 26--1" 20'-11" 23'-5" 22'-7" 15'-l" 18'-l" 17'-6" 4'4"
130 MPH 22'4" 24'-11" 24'-1" 19'-8" 21'-11" 21'-3" 14'4" 15-11" 15'-5" 4'-0"
140 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 13'4" 14'-11" 14'-5" 4'-0"
150 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 12'-5" 13'-11" 13'-5" 4'-0" 771
V A Yo A u.uza moor Yaf1P_I w/ tZ.1 111:K
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang /
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 29'-1" 32'-6" 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'-3" 1 23'-5" 4'-0"
110 MPH
MPH
29'-l" 32'-6" 31'-5" 25'-6" 28'-6" 27'-6" 20'-l" 22'-5" 21'-8" 4'-0"
12 27'-8" 30'-11" 29'-11" 23'-9" 26'-6" 25'-8" 18'-5" 20'-7" 19'-101, 4'-0"
123 MPH 26'-8" 29'-9" 1 28'-9" 1 23'-1" 1 25'-9" 24'-11" 17'-10" 19'-11" 19'4" 4'-0"
130 MPH 24'-7" 27'-6" 26'-0" 21'-8" 24'-3" 23'-5" 15'-9" 18'-9" 18'-2" 4'-0"
140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 14'-9" 17'-4" 15'-11" 4'-0"
150 MPH 1 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 13'-8" 154" 14'-10" 4'-0"
v.o. . - 1 - Parlal w1ou1 = room wiain + wan wiam + overnang
METALS NOTM Lawrence
E. Bennett, P.E. FL # 16644 Building
P rod u Ct s L.P. CIVIL ENGINEER - DEVELOPMENT CONSULTANT 7815
American Way, Groveland, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL32121 TEL: (
352) 787-7766 x202 FAX: (3S2) 429-2011 TELEPHONE: (
366) 767-4774 FAX: (
386) 767-6556 TOLL
FREE: 1-800-342-9077 bkaufmann@metalsusa.com GOPYRIGhIT
2004 PAGE
NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. / -f 45
POWER OF ATTORNEY
O
2101 East Main Street
Leesburg, FL I hereby name and appoint '-
of
6 83352) 787-6783
0 2302 Mercator Dr., Unit 101, Orlando, FL 32807, to by my lawful attorney-m-
719 South Otis Ave. C j
Lecanto, FL 34461 fact, to act for me and apply the Building Department
352)746-3312
for a permit for work to be performed at a location0
18040 U.S. Hwy. 441
Mount Dora, FL 32757
Type)
described as: Section ,Township _,Range
352) 383-7135
0 Lot , Block , Subdivision
2302 Mercator Drive
Orlando, FL 32807
407) 681-8823 address of Job)
O
5059 Ridgewood Ave.
Port Orange, FL 32127 ZSS) owne of property addr-Q
386) 788-1048
0 and to sign my name and do all things necessary to this appointment.
5333 W. Hwy. 17-92
Haines City, FL 33844
863) 956-3441
O
2300 Bruner Lane S.E.
Fort Myers, FL 33912 Clell Coleman III
239) 481-4900 CBC001467
0 2101 East Main Street
1404 Mercantile Court Leesburg, FL 34748
Plant City, FL 33563
813) 717-9177
SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY OF N -- -
O 2005, WHO IS PERSONALLY KNOWN TO ME OR W 0 HAS PRODUCED
CORPORATE OFFICE (Type of ID) AS IDENTIFICATION.
P.O. Box 491292
Leesburg, FL 34749--- (
352) 787-3622 NOTARY PUBLIC, STATE OF FLORIDADonna P. Reed
S= MYCOMMISSION# DD134200 EXPIRES
a• July 16, 2006
NIX COMMISSION EXI'' BONDEDTHRUTROY FAIN INSURANCE, INC State
Certified Building Contractor #CBCOC i 457 State
Certified Roofing Contractor #CCC035617 `0°
4
30,
sjI
YT
Via. PAIT. IT
h,
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL 1 i i(tF., ti ;. ${r, 4 <1 Backto .r«a
sc-m€n a cou Yty
Sri Pmisar
ices
I101 9, Pimt xt,
a.n (u i`ti fll A'277 t
41)7-66%7506
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 06-20-31-505-OCOO-0160 Tax District: S1-SANFORD Number of Buildings: 1
Owner: YOUNG GERALD R & Exemptions: 00
MERCEDES B & HOMESTEAD
Depreciated Bldg Value: $60,154
Depreciated EXFT Value: $1,989
Own/Addy: YOUNG SHERRY A Land Value (Market): $13,158
Address: 2855 S SANFORD AVE Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $75,301
Property Address: 2855 SANFORD AVE S SANFORD 32773 Assessed Value (SOH): $60,404
Subdivision Name: WOODMERE PARK2ND REPLAT Exempt Value: $25,500
Dor: 01-SINGLE FAMILY Taxable Value: $34,904
2004 Notice of Proposed Property Tax
SALES
2003 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp
Tax Value(without SOH): $982
QUITCLAIM DEED 06/2004 05358 1319 $100 Improved
2003 Tax Bill Amount: $705
WARRANTY DEED 07/1979 01233 0615 $32,000 Improved
Save Our Homes (SOH) Savings: $277
WARRANTY DEED 01/1977 01116 0761 $21,500 Improved
2003 Taxable Value: $33,778
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
Land Unit Land LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth
Units Price Value LEG LOT 16 BLK C WOODMERE PARK 2ND
FRONT FOOT & REPLAT PB 13 PG 73
90 109 .000 200.00 $13,158DEPTH
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1972 5 986 1,433 986 SIDING AVG $60,154 $69,947
Appendage I Sqft OPEN PORCH FINISHED / 84
Appendage / Sgft ENCLOSED PORCH FINISHED / 231
Appendage / Sgft UTILITY FINISHED / 132
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
ALUM SCREEN PORCH W/CONC FL 1979 128 $435 $1,088
ALUM SCREEN PORCH W/CONC FL 1988 266 $1,056 $2,261
ALUM PORCH W/CONC FL 1988 164 $498 $1,066
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
If you 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=062O315O5000OO16O&cpa 9/8/04
Permit Number_ CER TFB co
Parcel Identification Number .' _ ,- MO SSEofCooMARYNN
CLERy{. OF CiR
TY, t LORI[ Prepared b gEMINOLE COON
j BY-- C j o5 !
whit-,
Z ItIIIIII MollieReturnto:
V{' it-, At i, oum
I
2,-M)2 HffCatDr b-, WWSE WMw MEW OF CIRCUIT MAT
I>t
CL1ERKt-'S; 0 Z@ME5037884
NOTICE OF COMMENCEMENT Rmna W1671 Geis;
RUMINS FM rig.
State of RWYM BY D Thamas
County of YIIj'
The undersigned hereby gives notice that irriprovement(s) will be made to certain real property, and in accordancewithChapter713,' Florida' Statutes, the following information is provided In this Notice of Commencement
t F` 1. Description of property (legal description bf the property, and street address if available)
L r C Lp-f' : 1N-K C" 'WHO 121 2 i2 Pr FB
2. General description of Improvements)
sc rl v-wr t MC)'Pkj--dab Qbf
3. Owner Information
Name e; Mt rc YDV( Telephone Number jIM _ 3
Address 2555 i fax Number
211 j Interest In Property: 4. Fee Simple Title Holder (if other than owner shown above)
Name Telephone Number
Address Fax Number
5. ContrNameactor I, I Num i ntlY'm
Telephone Number qbq-(Oed — j
Address 2 cY" Fax Number q D-7_ _DJ
6. Surety (if'any)
Name Telephone Number
Address Fax Number
Amount of bond $
7. Lender (if any)
Name Telephone Number
Address Fax Number
B. Persons within the State of Florida designated by Owner upon whom notices or other documents may be
served as provided by §713;13(1)(a)7., Florida Statutes.
Name Telephone Number
Address Fax Number
9. In addition to himself or herself, Owner designates the following to receive a copy of the;Lienor's Noticed
provided in'§713.13(1)(b), Florida Statutes.
Name r Yi Telephone Number
Address Fax Number
Y
1(3. Expiration 'date of notice of commencement (the expiration date is one year from the date of recordin-
unless P different date is specified):___!_
Date Sl ned 4fignatof Owner [N[o p 13.13(1)( wr er
must sign ...and no one else may be. permitted to sign if
his or her stead,"
Sworn to and subscribe i-M this day et- 20 by
who Is personally know me; OR roduc ed [ S2d - Z 4 - 2- 066 -o
as identiflI3 tion
Signature of Notary (notarial seal to appear belo
Form Revised' 121M for I-q l0 20