HomeMy WebLinkAbout416 N Grandview Ave (2)Permit No.:_
Job Address
Parcel No.:
M
I' lCITY OF SANFORD PERMIT APPLICATION
V Z ' I SLr ; •'.i Date:
Wo/ AVE.
Description of Work:
Type of Construction
T
gC/V^f /Ot IV"
Attach Proof of
Valuation of Work: $ 3 (e5l? Occupancy Type: Residential
Number of Stories: Number of Dwelling Units: Zoning:
Owner: D!9 r
Address: y/ 6 4 , e
City:
Phone No.: y,07 517y 1016 P
Contractor:
State:
Fax No.:
1
4L
N.
ip &gal Derscri do
Flood Zone:
Commercial Industrial
Total Square Footage:
Zip: ?a 7 71
Address: S yy/ U 6f*l- (-
City: '' Ooe State: /Cl Zip: %Pd %%3 State License No.: C/ G 03 :3 DO
te
Phone No.: Cp 7 o St/ 9 / ( 0 Fax No.: 'Y 0 % Ja a 3 9
Contact Person:
Title Holder (If other than Owner): _
Address:
Bonding Company:
Address:
Mortgage Lender: A
Phone No.:
Address: -
Architect: !'" . c,t'? Phone No.:
Address: Fax No.:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,
POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with
all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as
water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signature of Owner/Agent Date Signature of Contract r/Agent to
C
Print Owner/Agent's Name
hi
Signature of Notary-Stat f Florida Date
J,N 4 Sheila Mandy
My Commission CCO28049
o N Expires April 19. 2003
Owner/Agent is V Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: , , < /,
e- VV
Print Contractor/Agent's Name
Signature of Notary -State of Florida *at4e
YJ11 PU''. p+, 1 ; Melissa Camerul;
A
SsaLCommiss16JJ # LTiJ7 lyj} oQ Expires Dec. 20. ;U05r"
W',0F FC"%% A.o ded 7'ru
Co..11-r
Contractor/Agent is Personally Known to Me or
OtEroduced 1D
Date: -5- - 7— Z
Special Conditions:
5'1..=
Legal Description
Lot S. ROSE COURT ADD/T/ON TO SANFORD, according to the
plat thereof, as recorded in Plat Book 3. Page(s) 3-4, of the Public
Records of Seminole County, FL.
Community number: 120294 Panel: 0045
Suffix: E F./. R.11. Date: 4'i 7.195 Flood 7one: X
Date offield work: i 2,'31 01 Completion Date: 12,131 i01
Certified to.
t era .4. Deluach; Lawyers Advantage Title Group, Inc.: First
4merican Title Insurance Company; M & T Mortgage Corporation, its'
successors and or assigns, as their interests may appear.
Propert•,' Address.
416 North Grandview Avenue
S':anlurd, FL 32771
Survey number- 51,5402
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 CF THE TECHNICAL CODES. NOR SHALL
ISSUANCE OF A FERWT PREVENT T,iE BUILDING
DEPT FROM 'i H "..-.-.^ -W. r0U1RING A CORREC- TION
I,v CONSTRUCTION
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0
SCREEN, VINYL, GLASS & MODULAR ROOMS
INTERIOR BEM
TABLE 3.1.3 OR 3.1.
ALUMINUM ROOF SYSTE?
PER SECTION
H'
1
SECTION 3
LOST STRUCTURE OR
OURTH WALL FRAME
ARRIER BEAM POST
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECT113N 7
RIDGE BEAM
SEE TABLE 3.1.1, 3.1.2, 3.1.4
OR :i.1.5)
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.
CfVIL ENGfNEER . DEVELOPMENT CONSUL TAN
P.O. BOX 4366, SOUTH OAYTOK . FL 32121
TELEPHONE (386)767.4T74
FAX (386) 7074MM
COPYRIGHT 2001
NOT TO BE RFPROOUCEO IN WhOLE CDR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P-E
PAGE
SEAL
3-1
0
0
r,
U
SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
10 x 1-1/2" S.M.S. OR WOOD
WOOD SCREW (1) PER
RAFTER OR TRUSS TAIL
10 X 3/4" S.M.S. OR WOOD
SCREW SPACED @ 12" O.C.
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
FOR MASONRY USE
1 /4" x 1-1 /4" MASON RY
JCHOR OR EQUAL @ 24' O.C.
FOR WOOD USE #10 x 1-1!2'
S.M.S. OR WOOD SCREWS @
12' O.C.
SECTION 7
8 x 112" S.M.S. SPACED
@ 8" O.0 BOTH SIDES
ROOF PANEL
llb_
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
SCALE. 3" = V-0"
8 x 1/2' S.M.S. SPACED
d3 8" O.C. BOTH SIDES
W
a )
ROOF PANEL
ROOF PANEL TO WALL DETAIL
SCALE. 3' = 1'-0"
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTS. SUB -FASCIA 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 PANEL OR PAN'S DEPTH "r. THE 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 CONNECTED 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 E. Bennett, P.E.
CALL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 4388, SOUTH DAYTONk FL 32121
TELEPHONE (386)7614774
FAX (3W)1574LW
Q COPYRIGHT 2001
NOT TC BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRE14CE E. !WNNE TT, P-E
PAGE
SEAL.
7-3
E
0
0
SCREEN, VINYL, GLASS & MODULAR 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"x2'OR2"x3"HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
W1 MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1'-0"
SECTION 3
i' x r TOP IV" FOR SIDE 1WAL1!!<
WITH MAX. &V LOAD WIDTH SHALL
HAVE A MAXIMUM UPRIGHT
SPACING AS FOLLOWS
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2"x2".2"x3"OR3"x2"
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 Q 6' FROM EACH
POST AND 24"O.C.(MAX.)
Lawrence E. Bennett, P.E.
C!VX ENCQNEER • DEMLOPO4ENT CONSLk TANT
P.O. BOX 4366. SOUTH DAYTONA FL 32121
TELEPHONE (388) 767.47T4
FAX (398) 7674bW
SEAT.
COPYRIGHT 2001
PAGE
NOT TO 13E REPRODUCED tN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E SENNETT, P.E. 1 3-1 5
0
0
SOLID ROOF PANEL PRODUCTS SECTION 7
Table 7.2.5 Allowable Spans for PRO-FAB Composite Panels for Various Loads
Metals USA, Bullding Products Southeast, Inc.
Manufacturers Proprietary Products:
Aluminum Alloy 3103 H-14 or H-25 Foam Core E.P.S. 10 Density
3' x 48" x 0.026" Roof Panel with R Value of 11.58
n and Partial Encloasd Enclo sd Bulldlrigla
wind
Region
Maximum AllowableSpan Wind
ion
Maximum Allolwabis n
1 i 2
n
3
Span
4
n
Max
Cantilever
1 12 3 4
Span
Max
Cantilever l
100 M.P.H. 15'-4' 17'-2- 16'-7- 4'-0' 100 M.P.H. 15'-3" 17'-1' 16-6* 4'-0'
110 N.P.H. 14'-0' 15'-8- 15' 2- 4'-0' 110 M.P.H. 13'-3' 14'-10' 14'-4' 4'-0'
120 M.P.H. 12'-9' 14'-3' 1 T-9" C-0- 120 M.P.H. 12'-2' 13'-7' 13'-Y 4'-0'
130 M.P.H. I 11'-10' 1 13'-3- 12'-10' C-0' 130 M.P.H. 1 V-3' 17-7' 17-2' 3'-1 t'
140 M.P.H. 10 -1 1' 17.3- 11'-10' W-0- 140 M.P.H. 1 10'-11' 17-Y I 11'-9' 1 T-S-
150 M.P.H. 1 10'-2' 1 11'-4- 10'-11- 3'-11' 150 M.P.H. 1 10'-2- 11'4' 1 17-11` 3'-5-
4' x 48" x 0.026' Roof Panel with R Value of 15.44
and Partially Enclosed Enclosed BulWnga
Wind
Region
Maximum Allowable n Wind
Region
Maxinwm Al SW
1 i 2
S n
3
Span
4 Max
Cantilever
1 i 2 3 4
Span
Max
Cantilever
100 M.P.H. 16'-10' 18'-10'
Span
182-2' 4'-0' 100 Y.P.H. 16`-9' 18'-9' iV-1' 4'-W
110 M.P.H. 15'-5' 17'-2' 18'-7' 4'-0' 110 M.P.H. 14 -8' 18'-3' 16-8' 4'-0'
120 M.P.H. 13'-11' 15'-7' 15'-1' 4'-0' 120M.P.H. 13'-4' 14'-11' 14'-W 4'-0'
130 Y.P.H. 13'-0' 14'-7' 14'-1" 4'-0' 130 M.P H. 12'-0' 1 13'-10'1 13'-5' 41-0'
140 M.P.H. 12--0- 13'-0' 1 13'-0' 1 4'-0- 140 M-P.H. 11'-11' 13'4' 1 1Z.41' 4'-0-
150 P.H. 11'-2' 1 17-6' 1 12'-1' 1 4'-0' 180M.P.H. 1 11--2' 1 17.8` 1 17-1' 1 3'-9'
5' x 48' x 0.026" Roof Panel with R Value of 19.30
open and Partially Enclosed EnCIONd BY
VAnd
Region
Maximum Allowable Span Wind
Region
Maxknum AMowsbte Span
1 S 2
eLm
3 4
Span
Max
Cantilever
1 i 2
Span
3
n
4
Spen
Yax
Cw*lfter
100 M.P.M. 18'-11' 21'-3' 20'-e' 4'-0" 100 M.P.H. 18'-11' 21'-1' 20'-5" 4'-0'
110 M.P.H. 1 T-4' 19'-5' 18'-9' 4'-0' 116 M.P.H. 18'-5" 18'-4' 17'-8' 4'-0'
120 M.P.H. 15'-9" 1T-7' 1T-0' 4'-0' 120M.P.H. 15'-1' 18'-10' 18'-3- 4'-0' 130
M.P.H. 14'-8' 16'-5' 15'-10' 4'-0' 130 , -H. 13'-11' 15-W 15--1- 4'-0' 140
M.P.H. 13'-7' 15'-2' 1 14'-8' 1 4'-0- 140 M, .H. IT-6- 15'-l' 14'-7' 4'-0- 150
M.P.H. I 1 -7" 1 14'-1' 1 1Y-7' 1 4'-0- 150 M.P.H. 17-7' 14'-1' 13'-7- 4'-0' 6'
x 48" x 0.024Roof Pants with R Value of 23.16 and Pwdft
Encloasd Enclosed Qulldl Wind Region
Maximum
AllowableSW
Wind 0 ion
Um SW
i i
2 Span 3
Span
4
San
Max
Cantilever
1
t
2 3 4 Max Carrtllever 100
M.
P.H. 20'-11" 23'-5' 22'-T 4'-0' 100 M.P.H. 20'-10' 23'-3' 22'4" 4'-0' 110 M.
P.H. 19-1' 21'-5` 20'-0' 4'-0' 110 Y.P.H. 18'-1' 20'-2* 19'-0' 4'-W 120 M.
P.H. 1 T-4' 19'-5` 18'-9" 4'-0" 120 Y.P.H. 18'7 18'-7' 1 T-11' 4'-W 130 M.
P.H. 16'-2' 18'-1' 1 17'-6' 1 4'-0- 130 Y.P.M. 15'-5' 1 17'-3' IV-8' 4'-0' 140 Y.
P.H. 14'-11 16'-9' 1 16'-Y I 4'-0' 140 Y.P.H. 1 14'- 1 Cr 1 18'-7- 18'-1' 4' 0' 150 M.
P.H. 1 13'-10' 15-6- 1 1.4'-11' 4'-0' 150 M.P.H. 1 13--10' 15'4' 14'-11' 4'-0' OffuTM Building
Products
southeast, Inc. 7815 AIIIerlcan
way, Groveland, FL 34736 TEL: (352)
787-7766 x202 FAX: (352) 429-2011 TOLL FREE:
1-900-342-9077 ppetersonftetalsusa.com COPYRIGHT 2001
Lawrence E.
Bennett, P.E. CIVX ENGINEER -
DEVELOPMENT CONSULTANT P.O.
BOX 4366, SOUTH DAYTONA, FL 32121 TELEPHONE (366)
767-4 74 FAX (366)
167-MM NOT TO
BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIT I'EN PERMISSION OF LAWRENCE E. SENNET7, RE SEAL PAGE
7-
29
SECTION 2 1 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
Table 2.1.1 Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms and Other
Open or Partially Enclosed Buildings with Solid Roofs
For 3 second wind gust at velocity or 120 MPH or an applied load of 28 1111 sq. ft ' Aluminum Allov 6063 T 6
2' x 3" x 0.045' Hollow 2" x 3' x 0.04a" Hollow TIN
Load
Width (ft.)
Max n V ! b' or deflection d' Load
Width (ft.}
Max. L ' ! band V or deMetlon d
1 a 2 Span 3 Span 4 Span Max.
Cantilever 1 3 2 Span 3 Span 4 Span
C
Max.,
3 5'-7 b 5'-9' b 5'-i' b 1'-5' d S 5'-8' d 8'-5' b V-3' b 1'4r d
6 4'4r b V-3' b 5'-1' b 1'-4' d 6 5'-3' b 5'-11' b 5'-8' b 1'-5' d
7 4'4' b 4'-10' b 4'-8' b 1'-3' d 7 4'-10' b 5'-5' b 5'-3' b 1'-4" d
a 4'-1' b 47 b 4'-5' b 1'-2 d a 4'-7' b 5'-1' b 4'-11' b 1'-3' d
9 T-10' b 4'-4' b 4'-2" b 1'-2' d 9 4'-3' b 4%10" b 4'-W b 1'-3' d
10 3'-8' b 4'-l' b T-11' b 1'-1" d 10 4'-1' b 4'-7' b 4'-5' b 1'-2' d
11 T-6' b T-11' b 3'-9' b 1'-1" d 11 3'-11' b 4'-4' b 4'-2" b 1'-2' d
12 3'-4- b 3.4r b 3'-7" b 1-- t- d 12 7-9' b 4'-2' b 4'-0" b 1'-2" d
2" x 4' x CAW Hollow TNt 2" x 4' x 0.044" x 0.100" Self Mating Seam
Load
Width (ft')
Max. L'/ I b' or dMection Load
Width (fl.)
Max. L' / W or dMectbn V)
i a 2 Span 3 Span 4 Span
CaMl 1 a 2 Span 3 Span 4 Span Mm
CantiNrK
3 6-8' d 6'-11" d T-1' d 1'-6' d 5 74' d 8'-11' b FT b 7-1' d
a 5'-4' d 8'-7' d 8'-8' d 1'-5' d a T-3' d V- 11' b T-10' b 1'-11' d
7 5'4' d 8'-3' d 6'-4' d 1'-4' d 7 6'-9' b 7'-6' b T-3' b 1'-10' d
I 4'-10' d 5'-11' d 8'-1' d V-T d a 8'-4' b 7'-0' b 6'-10' b V4r d
9 4'-W d 5'-9- d I T-10' d 1'-3' d 9 5'-11' b 6'-8' b I W-W b 1'4r d
10 4'.8' d 5'4S' d T-8- d 1'-2' d 10 5'-8' b 6'-4' b 6-1' b 1'48' d
11 4'-4' d 6-4- d V-6- d 1'-2. d 11 5'4' b 1 5'-11" b 5'-10- b 1 1'-T d
12 4'-3" d 5'-2' d 5'-4' d 1'-2" d 12 5'-2" b T 5'-9' b 5'-7' b I 1'4r d
2' x 5' x 0.050' x 0.100" Sod Mating Beam 2' x 6' x 0.050' x 0A20" Self Mating Beam
Load
Width (ft)
Max. V / b' or deflection d' Load
Width (ft)
Max. L'/ bend) b' or deflection
t& 2 Span 3 Span 4 Span C max. 1 i 2 Span 3 Span 4 Span
Cantilever.
5 9'-7' d 19-11' b 0'-7' b 7-7' d 5 11'-2' d 17-8' b 17-3' b 7-11' d
6 8'-11' b V-01' b 9'-8' b 7-5" d 6 10'-4' b IV-7" b 11'-2' b 2'-10' d
7 8'-3' b W-3' b 8%11' b 7-3" d 7 9,7 b 10'-8' b 10'-4' b 7-8' d
6 T-9' b 8'-8' b S'4' b 7-2' d 6 8'-11' b 10'-0' b W4r b 7-7' d
9 7'-4' b 8'-2' b T-11' b 7-1' d 9 8'-5' b 9'-5' b 9-1' b 7-5' d
10 6'-11' b T-9' b r-6" b 7-0' d 10 8'-0' b 8'-11' b 9-8` b 2 r4' d
11 8'-7- b T-6' b T-2' b 1'-11' d 11 T -W b 8'-8' b 8'-3'
12 V-4- b T-1' b 6'-10' b 1'-11- d 12 7'4" b 8'-2' b T-11" b 7-3- d
For Maximum Spans at wind velocities other then 120 MPH, sea conversion tables on the speclAcatlon page for
tables at the beginning of this section and exampie below.
Notes.
1. For high vebcky zones, oonvert to 130 MPH spans.
2. Above spins do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans.
Example: To calcuslate maximum span'L' at 140 MPH wind velocity for:
2' x 4' x 0.045' Hollow Tilt section with Load Width = 5' and 3 span Overhang Condition
1. Find 'L' at 120 MPH: L = 6'-11'
2. Conwrt'L' to decimal feet: L = 6'-11" = 6.92'
3. Select the appropriate muldpller from the conversion table found on the
specification sheet at the beginning of "s section.
if ft height is followed by V use Bending multiplier.
if the height is followed by'd' use Deflection multiplier.
4. Muttiply'L' in decimal test by appropriate muttipllw.
Vat 140 MPH is 6.97 x 0.91 - 6.29 = 6'-3'
Lawrence E. Bennett, P.E.
CAIX ENGINEER - DEVELOPMEN7" CONSUL TM! T
P O BOX 4366, 'SOUTH DA V TONA. FL 32121
TELEPHONE (366) 767-4774
FAX (M) 767-MW
SEAL
PAGE
r ®
COPYRIGHT 2001
2-2 V NOT TO BE REPRODUCED 'N WHOLE OR IN PARTWITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNET T, V E
SECTION 3
1/4" x 6" RAWL TAPPER
THROUGH 1" x 2" AND ROW
LOCK INTO FIRST COURSE OF
BRICKS
ALTERNATE CONNECTION OF
SCREENED ENCLOSURE FOR
BRICK OR OTHER NON-
STRUCTURAL KNEE WALL
1' WIDE x 0.063' THICK STRAP
@ EACH POST FROM POST TO
FOOTING W1(2) #10 x 3/4"
S.M.S. STRAP TO POST AND
1) 1/4" x 1-3/4" TAPCON TO
SLAB OR FOOTING
SCREEN, VINYL, GLASS & MODULAR ROOMS
ALUMINUM FRAME SCREEN
WALL
ROW LOCK
BRICK KNEEWALL TYPE S
MORTAR REQUIRED FOR
LOAD BEARING BRICK WALL
4- (NOMINAL) PATIO
CONCRETE SLAB W/ 6 x 6 -
10 x 10 WELDED WIRE: MESH
OR FIBER MESH CONCRETE
1) #5 0 BARS W/ 3- COVER
TYPICAL)
BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS
SCALE: 3/4" = l'-0"
6' MIN. (2) #3 BAR CONT.
2'-0' MIAJ. 3-1/2" (TYP. (
1) #5 BAR CONT.
ALLBEFORESLOPE SLABS i., ` 49I )
s _.._._... —
I I —I I
T
71
I— — —
TYPE I TYPE II TYPE III
FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
NOTES: 0-2' / 12' 2" / 12" - V-10" > V-10"
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,5W PSF.
BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL
TEST OR A SOIL TESTING LAB.
2. THE SLAWFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO
PLACEMENT OF CONCRETE:.
3, NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM
THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE 11 FOOTING IS REQUIRED. SLABS SHALL BE A
MINIMUM OF 3-1/2' (4" NOMINAL) THICK.
4 MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH,
5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTING
SECTIONS REQUIRED BY LOCAL CODE, LOCAL. CODE GOVERNS. ORANGE COUNTY FOOTINGS
SHALL BE 1$" DEEP & 16' WIDE FOR STRUCTURES / BUILDINGS OVER 400 S.F..
6. IF A CARRIER BEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE If FOOTING MINIMUM.
SLAB -FOOTING DETAILS
SCALE: 3/4" = V-0"
Lawrence E. Bennett, P.E.
CIVX ENGINEER . OEVELOPMEN7 CONSULTANT
P.O BOX 4368, SOUTH DAYTONA, FL 32121
ELEPHONE (386) 767-4774
FAX (368) 7674666
FYXJ>A
PAGE:
a) COPYRIGHT 2001
3.24 NOT TO BE PEPRODLCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNE1-T. P E. i
Is
is
SCREEN, VINYL, GLASS & MODULAR ROOMS I SECTION 3
Table 3.2.1 Allowable Upright Heights, Chair Rail Spans or Helder Spans - Hollow Extrusions
For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Structures
A7umWon AMoy SM T4
For 3 second wind ust at velocity of 120 MPH or an applied load of 14 9 / so. it.'
sections
T Load Width W 0 Purfln S
3'-0"' 1 3'4" 1 4'-0" 4'4" 1 3'-0" 1 FT 1 ti'-0' I Fs- I T-0' I T-0'
AllowabN 'H' / bendln 'W or deflection 'd'
2" x 2" x 0.044" Hollow T-7' di T-2" d 6'-11' d 6'-6' b 6'-2" b 5'-11' b 5'-8' b 5'-5' b 6-3' bi 5'-1' b
2" x 2" x 0 056" Hollow 8'-0' d i-T' d T-4' d 7'-W d 6%9' b 6'S' b 8'-2' b 5'-11' b 5'-8" b 5'-W b
3' x 2' x 0.045" Hoflaw 8'-4" d i-11' d 7'-7' d T-4' d T-1' d 6'-10' b 6'-8' b 6'-3' b 6-0' b 5'-10' b
2" x 3" x 0.045" Hollow 10'-5' d 9'-11" d 9'-a' d 9'-2' d 8'-10' d 8'-7' d 8'4' d T-11' b 7-8' b T-5' b
2' x 4" x 0.050" Hollow 14'-3' d 13'-4' b 17-6" b 11'-9' b 11'-2' b 10'-8" b 10'-2' b W-9' 9'-5" b 9'-1' b
2' x S" x 0.050" $.M.S. 19'.1' d 18'-2' di 1T-4' b 16'-4' b 15'-0' b 14-9' b 14'-2" bi 13'-7- b 13'-1" b 12'-8' b
2' x a' x 0.050" S.M.B. 27-4' d 21'-3- dl 20'-0' b 18'-10' bj 1T-11' bi 17'-l" bi 16'-4' bj 15'-8' bi 16'-2' b 14'-7- b
For Maximum hleghts at wind velocities other than 120 MPH, ace Convemlon Table 36
on the specification page for tables at the beginning of this sectlon and example below.
NOW
For high velocity zones, convert to 130 MPH spans.
Example: To caicualate maximum height 'H' at 140 MPH wind velocity for:
2" x 2" x 0.(144' Hollow Extrusion with Load Width = 4'
1. Find 'H' et 120 MPH: H = 6'-11'
2. Convert 'H' to decimal feet: H = 8'-11' = 8.97
3. Select the appropriate multiplier from the conversion table 3A found on the
rpecMeation sheet at the beginning of this section.
if the height is followed by'b' use Bending muttlpller.
0 the height is followed by 'd' use Deflection multiplier.
4 Multiply'H' in decimal feet by appropriate multiplier.
H' at 140 MPH is 6.11' x 0.92 = 5.62' - 5'-7"
Lawrence E. Bennett, R.E.
CAL EN(i1NEER - DFVELOPWA(r CONSUL TART
P.O BOX 4360, SOUTH DAYTONA. FL 32121
TELEPHONE (306) 7tr7.4774
FAX (380) 707-am
8EAL
PAGE
COPYRIGHT 2M1
NOT 10 BE REPRODUCED IN NMOLE OR IN PART WITHOUT THE WRrrTEN PERMISSION OF LAWRENCE E. BENNE'". P.E 3"29
PRACTm' BUILDER'S, INM /
SEWNOLE Co uNTY
t+waaor s w Tuarns oswca
L 32773
407-324-9960 FAX 322-3038 OTlCE OF COMMENCEMENT
y
r VEWS, B INC.
L-71ICHMARK LANE
SUITE 173
SANFORD, FL 32773
40 7-324-9960 FAX 322-3039
State of Florida County of Seminole
Permit No. Tau Polio No. (PID)_ " % ' . / S//— E%OI D
ao ro
The uadetsigned hereby gives notice filet improvement will be made to certain real property, and in accordance withasWeri713, Florida StAutes. t1m fol1mg information is provided in this Notice of Comnterroemerrt.
DESCRIPTION OF PROPERTY g ofteyad area echrcen GENERAL
DESCRIPTION OF IMPROVEMENT OWNER
INFORMATION Noma
aad address 2,/.a e o.q c S
41, 1001- -e.u7 "O Later"
in Property (Fee Simp10. Parmerwp, etc.) NAME
AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF o7mm THAN OwNM) CONTRACTOR
Name
and address te,
773 SURETY (
Bonding Compmy) Name
and address 4 t %-4--r`, r ; :,: i . I ti s , tii INUN
MNINWN INMN NI NNININNaI"`"'' Amount
of Bond VMffiNE
NOS+ CLERK OF CIRCUIT COURT LENDER
MINGLE COUNTY Name
and address BK 04404 PG 1887 e
m"D 06010i s Persons
within the Stole of Florid& desigmted by Owner upon whom notice or otbp&gm iWSMved as provided by -
Section 713.13(1xs)7., Florid& Statutes: Nerve
and address In
addition to NmmK Owner dempKes of to
receive a copy of the Lko&s Notice as provided
in Section 713(l)(b), Florida Statutes. Espiradon
Date of Notice of Commeoeement ; The
expiration date is 1 year from date of recording unless a diffmi t data is specified.) Signature
of Owner I/(f a A- /.na c SWOKO
to and subeeribed before on tbb o Day
of '• / , 20 a y . Mg""
My Commbo n 1%piree: Notary
ftbik 10,` The
foregoing iuM, nowt was admoMedged before me this -Zday of Aj,-;1 20 19-2— by e r
ot- ye /v o c h (name of pawn adm vAedged, wbo is personally known 44AY 10 2002 me or
who bas produced (type of idamScation) ss W0111 fi and who
not take anoath. c RTIFIED
COPY MARYANNE MOM
CLERK OF
CIRCUIT COURT p+N
Sheila Mandy Sheila MandySEMINOLE COUNTY. B4ORIDA My commi&
wm CC8280A9 r My Commisaim CC828049 sa,«nod
Expires April19,2003 pimApril 19,2003 pip