HomeMy WebLinkAbout03-2057
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
2057
57 ssued: 5/071
Permit Type: GENERAL BUILDING PERMIT
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: NOT APPLICABLE
Sq. Feet: Est. Value:
Cost: 1,360.87 Total Fees:
Amount Paid: 40.00 Date Paid:
I
I
40.00!
5/07/2003
ress: 38706
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 35-25-21-0010-1260-0140
Name: A TO Z ALUMINUM PRODUCT
Addr: P.O. BOX 192
ZEPHYRHILLS, FL 33539
Phone: (813)715-7523 Lic:
Work Desc: SCREEN ROOM
A IA
38706 DAUGHTERY RD
ZEPHYRHILLS, FL. 33541
Phone:
,J IJ3-10
.c,vt ,Ur..rH
I S fL L1
H EL 1 N
PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED
LINTEL PRE-METER WATER FINAL MECHANICAL
FRAME MISC SEWER MISC
INSULATION WALL MISC MISC. MISC.
INSULATION CEILING . MISC. MISC. MISC.
DRIVEWAY J MISC. .. MISC. I FIRE DEPT. FINAL
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade:
(a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when
inspection called (d) Work not ready for inspection when called
(e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible
_The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for-
improvements to your property. If ou intend to obtain financing, consult with your lender or an attorney
before recording our notice of co en cement. "
--------~~~---~--_._.,_._-"_.._--
NO OCCUPANCY BEFORE C.O.
.. ~ ----
TORS GNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DBPARTMENT 5335 8~ STRBBT ZBPHYRHILLS, FL 33540
Phone:813-780-0020 Fax:813-780-0021
DATE RECEIVED 6' - '2 - () 3
PLANS REVIEW FBB
PuJ Ui. '~1
~cg 70,",
S 7_ t\; {- L1 tIt~t
'1J At,X-. H T (.:- rrt... (..{ fl... ()
OWNER I S NAME
PHONE CONTACT '6( 3 -186 Z 77 ~
L-tJ t- M. (L(
JOB SITE ADDRESS
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID #
'3 S- - 2- S- - z.. ( - 00 10 - I Z-G, 0 -0 N,:>( OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: [JNEW CONSTRUCTION
[JSIGN
..ti:! ADDITION
[JMOVE
[JALTERATION
[JREPAIR
[J INSTALL
[J DEMOLISH
PROPOSED USE: [JSGL FAMILY DWELLING
[JMULTI-FAMILY
[J # OF UNITS
[J MOBILE HOME
~THER
[J COMMERCIAL
[J INDUSTRIAL
[J SWIMMING POOL
CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK
I
5<:-./J2.. -e.-e.n ~
3D
HEIGHT
/ ,-
7-8'
BUILDING SIZE
5 Xl&;
SQUARE FOOTAGE
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
[J BUILDING
PERMITS REQUESTED
8' -,
/ 3 C. CJ, - VALUATION OF TOTAL CONSTRUCTION
$
[J ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
[J PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
[J ROOFING
[J SPECIALTY
[J OTHER
TYPE OF CONSTRUCTION: [J BLOCK
[J FRAME
[J STEEL
[J OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES 0 NO
BUILDBR
L~
-
COMPANY ~ h ;z. ~~;/1Vh'1
STATE CERT OR REG 1ST # C C- 12-:r cJ K" z.~
CITY PROCESSING #
SIGNATURE
******************************************************************
BLBCTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBBR
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
MECHANICAL
******************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to ~deed restrictions". which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhi1ls.
C. TRANSPORTATION IMPACT FEES.AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has comm~nced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is
understood that a drainage plan addressing a ~compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
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 provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
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. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
1!L-
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _day of
by
acknowledged
19
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
o who has produced
(type
and whoD did Ddid not
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid Diid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
SITE !'loAN
(RESIDENTIAL USE ONLY)
PARCEL I.D.
3)
SEC
25-
TWP
Zl
RNG
OOlD
SUBD
t~c
BLOCK
C! ('-(0 DATE:
LOT
Y;/l?/!,J
I
All drawings shall be drawn to scale or fully dimensioned for all parcels.
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:5'-.12 t-t: f\
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pJ2iUATE r<.(J-
SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS. ALSO, INDICATE
ANY BODIES OF WATER. TREES (INCLUDING SIZE, DIAMETER, TYPE), AND ROADWAYS (INCLUDING
NAMES) ADJACENT TO THE PROPERTY. INDICATE THE SIZE, YEAR, AND NAME OF MOBILE; SUCH AS
12' X 60 I. 1981. FLEETWOOD.
ALL "EASEMENTS", "PROPERTY LINES", "HIGIIT-OF-WAY", and "JURISDICTIONAL LINES" must be
shown on all site plans.
DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE.
HOUSE CONSTRUCTION
rear (60')
PRO POSE D ADDITION NoelLE HOlliE SET-UP
re ar (80') rear (150' )
~ '0 150' 40'
(, ~ 8 II) a
~ II) 'Oe 25'
~ ~ ~ e:::
- .~ . . 25' oM: Eai.'in. .
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.. .. "; .. 8"." ..
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50'
ROAD NANE
ROAD NANE
ROAD NA NE
PL
PROPERTY LINE
R/W = RlGIIT-OF-WAY
o = TREES
APPROVED SITE PLAN MUST BE POSTKD AT JOB LOCATI<It.
NOTICE 01' DKKD RESTlUCTI(lII
THIS PKRKIT may be subject to ''Deed Reatrictiorw" which are .,re reatrictive than County
regulations. The permit holder as.u.ea reaporulibility for c~liancea with any applicable
deed restrictions.
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SCREEN, VINYL, GLASS & MODULAR ROOMS
INTERIOR BEAM
TABLE 3.1.4 OR 3.1.5
ALUMINUM ROOF SYSTEM
PER SECTION 7
SECTION 3
HOST STRUCTURE OR
FOURTH WALL FRAME
If'
H ..
~
PANS OR PANELS
CARRIER BEAM POST
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM (SEE TABLE 3.1.6
FOR SCREEN ROOMS OR
TABLE 3.1.7 FOR GLASS
ROOMS)
HOST STRUCTURE OR
FOURTH WALL FRAME
.~r=
r
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: NTS.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMEfolT CONSUL T ANT
P.O. BOX 4368, soum DAYTONA. FL32'21
TELEPHONE (386) 767-4774
FAX (386) 767-6556
SEAL
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOllT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
PAGE
3-1
SCREEN, VINYL, GLASS & MODULAR ROOMS
ROOF, COMPOSITE PANEL
OR HOST STRUCTURAL
FRAMING
(4) #8 x 1/2" S.M.S. EACH SIDE
OF POST
1 x 2 TOP RAIL FOR SIDE
WALLS ONLY OR MIN. FRONT
WALL 2 x 2 ATTACHED TO
POST WI 1" x 1" x 2" ANGLE
CLIPS EACH SIDE OF POST
GIRT OR CHAIR RAIL AND KICK
PLATE 2" x 2" x 0.032" MIN.
HOLLOW RAIL
ANCHOR 1 x 2 PLATE TO
CONCRETE WITH 1/4" x 2-1/2"
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH
POST AT 24" O.C. MAX. OR
THROUGH ANGLE AT 24" O.C.
MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6 x 6 - 10 x 10 WW.M.
OR FIBER MESH
/
I
SECTION 3
1" x 2" TOP RAILS FOR SIDE WALLS
WITH MAX. 3.5' LOAD WIDTH SHALL
HAVE A MAXIMUM UPRIGHT
SPACING AS FOLLOWS
WIND ZONE MAX. UPRIGHT
SPACING
102 7'-0"
110 6'-7"
120 6'-3"
123 6~1"
130 5'-8"
140 5'-1"
150 4'-11"
INTERNAL ORJiXTERNAl
'L' CLIP OR 'U' CHANNEL CHAIR
RAIL ATTACHED TO POST WI
MIN. (4) #10 S.M.S.
1 x 2 ORax 2 ATTACHED TO
BOTTOM WI 1" x 1" x 2" x 1/16"
0.045" ANGLE CLIPS EACH SID
AND MIN. (4) #10 x 1/2" S.M.S.
1" x 2" x 0.032" MIN. OPEN BAC
EXTRUSION
1-1/8" MIN. IN CONCRETE
VAPOR BARRIER UNDER
CONCRETE
POST TO BASE, GIRT AND POST TO BEAM DETAIL
SCALE: 3" = 1 '-0"
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMEMT CONSUL rANT
PO BOX 4368. SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
SEAL
PAGE
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOVT Tl-iE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. PE
3-11
SECTION 3
SCREEN. VINYL, GLASS & MODULAR ROOMS
Table 3.1.1-110 Allowable Edge Beam Spans - Hollow Extrusions
For Screen or Vinyl Rooms I Open or Partially Enclosed Structures
For 3 second wind gust at 110 MPH velocity; using design load of 19 #/SF (32 #/SF for Max. Cantilever)
Aluminum AHOY 6063 T-6
2" x 2" x 0.0""" ~.2"'If,O. 05lli" .-;
Load Max. Span 1.'1 (bendlna"l)' or defl_ctlon 'd1 Load Max. SDan 'L' Ilbendlng 'b' or deflection 'cr)
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 &2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 4'-4" d 5'-4" b 5'-2" b 1'.1" d 5 4'.r d 5'-8" d s'-r b 1'.2' d
6 4'.1" d 4'-10" b 4'-8" b 1'.{)" d 6 4'-4" d 5'-3" b 5'.1" b 1'-1" d
7 3'-10" d 4'-6" b 4'-4" b 0'-11" d 7 4'.1" d 4'-11" b 4'.9" b 1'.{)" d
8 3'-8" d 4'.2" b 4'.1" b 0'-11" d 8 3'-11" d 4'-'- b 4'-5" b 0'.11" d
9 3'-6" b 3'-11" b 3'-10" b 0'-11" d 9 3'.9" ;j 4'-4" b 4'-2" b 0'-11" d
10 3'-4" b 3'.9" b 3'-8" b 0'-10" d 10 3'-r d 4'-1" b 3'-11" b 0'-11" d
11 3'.2" b 3'-r b 3'-5" b 0'-10" d 11 3'-6" b 3'-11" b 3'-9" b 0'-10" d
12 3'-1" b 3'-5" b 3'-4" b 0'-10" d 12 3'-4" b 3'-g- b 3'-r b 0'.10" d
3" x 2" x 0.045" 3" x 2" x 0.070"
Load Max. Span 1.' I (bending "I)' or deflection 'd1 Load Max. Span 'L'I (bending 'b' or deflection 'cr)
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 4'-9" d 5'-10" d 5'-11" b 1'-2" d 5 5'-8" d 6'-11" d 7'-1" d 1'-5" d
6 4'-6" d 5'-6" d 5'-5" b 1'-1" d 6 5'-4" d 6'-r d 6'-8" d 1'-4" d
7 4'-3" d 5'-2" b 5' .{)" b 1'-1" d 7 5'-1" d 6'-3" d 6'-4" d 1'-3" d
8 4'-1" d 4'-10" b 4'-8" b 1'.{)" d 8 4'-10" d 5'-11" d 6'-1" b 1'-2" d
9 3'-11" d 4'.r b 4'-5" b 0'-11" d 9 4'-8" d 5'-9" d 5'-8" b 1'-2" d
10 3'.9" d 4'-4" b 4'-2" b 0'-11" d 10 4'-6" d 5'-6" d 5'-5" b 1'-1" d
11 3'-8" d 4'.2" b 3'-11" b 0'-11" d 11 .4'-4" d 5'-4" b 5'-2" b 1'-1" d
12 3'-r b 3'-11" b 3'-10" b 0'-11" d 12 4'-3" d 5'-1" b 4'-11" b 1'-1" d
2" x 3" x 0.045"
Load Max. Span 1.' I (bending "I)' or deflection 'd1 Load Max. Span 1.'/ (bending 'b' or deflection 'en
Width (ft.) 1 &2Span 3 Span 4 Span Max. Width (ft.) 1 &2Span 3 Span 4 Span Max.
Cantilever CantJlever
5 5'-11" d 6'.11" b 6'-9" b 1'-6" d 5 8'-1" d 9'-r b 9'-3" b 2'.{)" d
6 5'-r d 6'-5" b 6'-2" b 1'-5" d . 7'-r d 8'-9" b 8'-5" b 1'-11" d
7 5'-3" b 5'-11" b 5'-9" b 1'-4" d 7 7'-3" d 8'-1" b 7'-10" b 1'.10" d
8 4'-11" b 5'-6" b 5'-4" b 1'-3" d 8 6'-9" b 7'-r b 7'-4" b 1'-9" d
9 4'-8" b 5'-3" b 5' .{)" b 1'-3" d II 6'-5" b 7'-2" b .6'-11" b 1'-8" d
10 4'-5" b 4'-11" b 4'-9" b 1'-2" d 10 6'-1" b 6'-g" b 6'-r b 1'-r d
11 4'-3" b 4'.9" b 4'-r b 1'-2" d 11 5' -g" b 6'-5" b 6'-3" b 1'-7" d
12 4'.{)" b 4'-6" b 4'-4" b 1'-1" d 12 5'-6" b 6'-2" b 5'-11" b 1'-6" d
Note:
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.
CML ENGINEER. DEVELOPMENT CONSUL rANT
P.O. BOX 4368. SOUlli DAYTONA. Fl32121
TELEPHONE (386) 767~774
FAX (386) 767~556
SEAL
PAGE
3-26
@ COPYRIGHT 2002
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOlJT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
.
.
SECTION 5 ROOF OVER SYSTEMS
I ~ L f
I
! ~ -
I 1 12. 1
12" x VARIOUS HEIGHT 5 RIB RISER ROOF PANEL
SCALE: 3. = 1'-0"
I Table 5.2.1 Allowable Spans for Pans for Roof Overs
Metals USA, Building Products Southeast, Inc.
Manufacturer'. Proprietary Sections: Aluminum Alloy 6105 H-28
I 1.1/4" x 12" x 0.026- 2 or 5 Rib Riser Panels 1-1/4" x 12. x 0.032" 2 or 5 Rib RIser Panels
Wind Maximum Allowable Span Wind Maximum Allowable Span
I Region 1 & 2 3 .. Max Region 1&2 3 4 Max
i Span Span Span Cantilever Span Span Span Cantflever
I 100 M.P.H. 4'.2. 5'.2- 5'.3- 2'-0- 100 M.P.H. 4'-r 5'-8- 5'-10" 2'-3"
110 M.P.H. 3'-11' 4'-10" 4 '-11" 1'-11" 110 M.P.H. 4'-4" 5''''" 5'.5" 2'-1"
I 120 M.P.H. 3'-8' 4'-6" 4'-8" 1'.9" 120 M.P.H. 4'-1" 5'-0" 5'-2" 1'-11"
I
I 123 M.P.H. 3'.7" 4'-6" 4'-r 1'-9- 123 M.P.H. 4'-0" 4'-11" 5'-1" 1 '-11"
I 130 M.P.H. 3'-6' 4'-4" 4'-S" 1'-8" 130 M.P.H. 3'-10" "'.g" 4'-10" 1 '-11"
1 040 M.P.H. 3'-4' 4'-1" 4'-2"' 1'.r 1040 M.P.H. 3'-8" 4'-r 4'.8" 1'-9"
150 M.P.H. 3'.2" 3'.11" 3'-11" 1'.0- 150 M.P.H. 3...,se 4'-4" 4'-5" 1'-8"
3. x 12" x 0.026" 2 or 5 Rib Riser Panels 3- x 12- x 0.032- 2 or 5 Rib RI.er Panels
Wind Maximum Allowable Span Wind Maximum Allowable Span
Region 1 & 2 3 4 Max Region 1&2 3 4 Max
Span Span Span Cantilever Span Span Span Cantilever
100 M.P.H. 9'-10" 13'-3" 13'-6" 4'-0" 100 M.P.H. 10'-8" 10'-1" 15'-r 4'-0"
110 M.P.H. 9'.3' 12'-5" 12'-8" 4'-0" f10 M.P.H. 9'-11" g'-6" 14'.2"' 4'-0"
120 M.P.H. 8'.9' 10'-9" 10'-11" 4'-0" 120 M.P.H. 9'-5" 8'-11" 13'-5" 4'-0"
123 M.P.H. a'-7" 10'-r 10'-10" 3'-11" 123 M.P.H. 9' -J" 8'-9" 13'.2" 4'-0"
130 M.P.H. 8'-3" 10'-J" 10'-5" 3'-10" 130 M.P.H. 8'.11" 8'-6" 12' -g" 4'-0"
1040 M.P.H. 7'.10" 9'-9" 9'-11" 3'-8" 140 M.P.H. 8...,se 8'-1" 12'-5" 3'-11"
150 M.P.H. 7'.2" 9'-3" g'-6" 3'-6" 150 M.P.H. 8'-1" 11'-10" 11'-10" 3'-9"
Note: Spans may be interpolated.
Lawrence E. Bennett. P.E. EffiETAlS USA™
CML ENGINEER. DEVELOPMENT CONSUL TANT Building Products southeast, Inc.
PO BOX 436/3, SOUTH DAYTONA. FL32121 1107 NORTH THOMAS RO., LEESBURG, FL 34748
7ElEPHONE (386) 767-4774 TEL: (352) 787-7766 FAX: (352) 787-4517
FAX (386) 767-6556 FLORIDA 1-800-342-9077 NATIONAL 1-800-874-0002
SEAL
PAGE
@ COPYRIGHT 2002
! 5"20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
TOP OF GRADE
COMPACTED BACK FILL
-
"t" IS THICKNESS OF
REQUIRED POST
3~ x 3~ POST (SEE TABLE)
(2) 2~ x 2" x "t" ANGLE OR
(1) U CHANNEL x "t"
3/S" x 3-112" BOLT
SO LB. 2500 PSI
CONCRETE PRE-MIX
3" EXTRUDED ALUMINUM BAS
ALUMINUM POST AND BURIED FOOTING CONNECTION
SCALE: 1-112" = 1'-0"
POST IN CONCRETE
#40 BAR 12" LONG
POURED CONCRETE
(REFER TO TABLE 2.4)
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~""
3" x 3" POST TURN BOLTED" T
ANCHOR RISER
2-3/4" x 2-3/4" x 2-1/2" LONG
x 1/S" TUBING
WELDED CONNECTION
FAS.TEN (SEE SECTION 9)
12" x 12" x 1/4" PLATE
3-1/2" CONC. SLAB
.. POST MAY BE FILLET
WELDED DIRECTlY TO BASE
PLATE
ISOLATED FOOTING
SCALE: 3" = 1'-0"
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P.E.
CML aI!;/NEER - DEVELOPMENr CONSut. TANT
P.O. BOX 4368, SOUTH DAYTONA,. FL 32121
TElEPHONE (386) 7ffT~n4
FAX (386) 7ffT~
SEAL
PAGE
@ COPYRIGHT 2002
2-22 NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRI1TEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
.
ATTACHED & FREE-5TANDING COVERS AND UTILITY SHEDS SECTION 2
Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T.(j
Beam Minimum I # Thru-Bolts ti! L-D+V." Minimum M.inlmum #
Size Post Size 1/4- . I 318- . Knee Brace" Knee Brace Screws
Hollow Sections
2" x 3" x 0.050- Hollow Tlltl3" x 3"x 0.060" Scalloped I 2 I - 2" x 3" x 0.050" I (3)#8
1~'.,4".~~'''''''.........l3" ,,'It" xOJKiO"~ I 2 I - I 2" x 3" x 0.050" I (3) #8
Self Mating Beams
2" x 4" x 0.038- X 0.100 3" x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" 3#8
r x 5" x 0.050" X 0.100 3" x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" 3#8
r x 6" x 0.050- X 0.120 3" x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" 3 #10
2- x 7- x 0.055- x 0.120- 3' x 3" x 0.093" 3 2 2" x 4" x 0.050" 3 #10
2" x 8" x o.on- x 0.224" 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" 3 #12
2" x 9" x o.on" x 0.224- 3" x 3" x 0.12S" 4 3 2" x 4" x 0.050" 3 #14
r x 9" x 0.082- x 0.306- 3" x 3" x 0.12S" 4 3 2" x 4" x 0.050" 3 #14
2- x 10- x 0.092- x 0.369" 4"x4"xO.125" 6 4 2" x 4" x 0.050" 4)#14
The minimum number of thru bolts Is (2)
" Minimum post/beam may be used .. minimum kn.. brace
Table 2.4.1 Footings. Maximum Roof Area for Attached Carport Posts
Wind Zone. 100 MPH 110 MPH 120 MPH 123 MPH 130 MPH 140 MPH 150 MPH
Attached Cover Ualift . " 20 tUSF 24 tUSF 29 tUSF 30.5 tUSF 34 tUSF 39 tUSF 45 tUSF
Free-5tandlna Cover Uallft . 10 tUSF 11 tUSF 13 tUSF 13.3 tUSF 17 tIISF 20 tUSF 23 tIISF
ExlstJng Slab an Grade wtth unknown 20 18 15 14 13 11 10
reinforcement
Isolated Footing Uplift Maximum Attributable Roof Area In Square Feet
Dimensions- Rating (Ibs.)
1'.()" x 1'.()- x 1'.()" , 520 26 21 18 17 15 13 11
1'-4" x 1'-4- x 1'-4" 1000 50 41 34 33 29 26 22
1'.(j" x 1'.(j" x 1'.(j- 1320 66 55 45 43 39 34 29
1'-8" x 1'-8" x 2'.()" 2040 102 85 70 67 60 52 45
1'-8" x 1'-8" x 2'.(j" 2540 127 106 88 84 75 65 57
2'.()" x 2'.()" x 2'.()" 2640 132 110 91 87 78 68 59
2'.()" x 2'.()" x 2'.(j- 3300 165 138 114 108 97 85 73
2'.(j" x 2'.(j" x 2'.(j- 4000 230 191 158 151 135 118 102
2'.(j" x 2'.(j" x 3'.()" 4800 276 230 190 181 162 141 123
Notes :
1. Isolated Footing is a poured concrete rectangular solid (length x Width x Depth).
2. Slab on grade must be new or in good condition.
3. For free-standing covers multiply the above roof areas by 2.0.
Pre-Cast Block Footing
Pre-east footing block ( 16" x 16" x 4") at 24" below grade with 80 , baa pre-mlx concrete and backfilled to grade.
Maximum Attributable Roof Area In Square Feet
100 MPH 110 MPH 120 MPH 123 MPH 130 MPH 140 MPH 150 MPH
Dimensions Uplift Rating flbs.l 20 tIISF 24 tIISF 29 tIISF 30.5 t#lSF 34 t#lSF 39 tUSF 45 tUSF
1 x 80# Baa 1,734 87 72 60 57 51 44 38
2 x 80# Bag 1,819 91 76 63 59 54 46 40
3 x 80# Bag 1,904 95 79 66 62 56 49 42
Note: Maximum uplift on post is detennined by multipying maxlmum attributable roof area x applied load.
Example: Post tributary roof area = 77', Applied load for 110 MPH wind zone = 24#1Sq. Fl, Uplift on post = 77 x 24 = 1,540#
" Roof areas are based on attached cover uplift loads.
Lawrence E. Bennett, P. E.
CML ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368. SOUTH DAYTONA. FL 32121
TELEPHONE (386) 757-4774
FAX (386) 767-6556
SEAL
PAGE
@ COPYRIGHT 2002 2-41
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOVT THE WRfTTEN PERMISSION OF LAWRENCE E BENNETT, P.E.