HomeMy WebLinkAbout99-9075
BUILDING PERMIT
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CITY OF ZEPHYRHILLS
(813) 788-6611
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PLUMBING
Permit
09075
1';2 - 7- 9 9
,
Date
BUILDING
ME~
~ rt ·
Property Owner: ~:-t, "~~~ (j' l--~
Jab Add,." _ _ _- ~_ _ --~~1,0,
Parcell.D. # :2.~ ----.l.. D__--'l~ /~_
~adon Gas: 1:(, .:II P--
(-->'~-C
~5'
ELECTRICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
.------
Zoning:
Energy Code:
cmO~
Description of Work
FINAL
C.O.
2-/
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Valuation or ~ _ ,-
Contract Price ..:3 /)..:B~ 0
Inspector
~
/1 70 7~
/)~
BUILDING
~&
Company
Address /l/~ - -7)';2 ""3
C~~
!:1fJ{
City License Registration # c:( 597
State Certified License#
ELECTRICAL
PLUMBING'
b2-
MEC
SLB 1?,22}-7? ~L
Tub Set J- J S-(!)O ~ IZ..
Water
Sewer
Final
Ftr. Tp.SeN,
~ Pre SLB /:J. Z if-99 ~R Rough In ).../Lf-O 0 ~ e
~ Lintel Meter Can
FRM. /...../# --<!JO g R.. Const. Pole
r'nsul. CL Pool
WL Pre-Meter
Final
, Driveway
~ 1-4-00@
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/1 00 Dollars ($ 25.00 I shall be made for each trip for ea~h tra~ __ .LJ, L ~ ~
wl1..5/C r/5.7/l{/ /-UK.A--.
a. Wrong Address ) r ~
b, Condemned work resulting from faulty construction. J 5' l),.~- 1-/
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.
Breakers
Ducts Insl.
Compressor
Final
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
",II of('~~
IV' f\~
A- 2.. AwV\.
t-cT (q q
E.vv. ~ VDll'l rJi..
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF
OTHER
ore>
cy.~ 3L?JS0,
BUILDING: l'6o/)~
ELECTRICAL: Z5~ 00
PLUMBING: 2S,~
MECHANICAL: Nllt
II 'ZJ L ~,{..t-. RADON: IL.3~
CREDIT: tJ(J4
SEWER: pi )/J
. WATER: 1
TOT AL: j
I
T.1. F',S I ;1/1'1
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I
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
7/5-7)23
DATE RECEIVED /141"1
PLANS REVIEW FEE
OWNER'S NAME ;&6eY'Y O.-f'1Ye?ft%rp,
JOB ADDRESS ~'3Cf 63 0 c...h 0.. N~~ f<o~ d
/
LEGAL DESCRIPTION: LOT(S)~ ~q BLOCK
PARCEL ID # J V - J' ~ ;; {- 1')Qs-; P n0L5 e... ~
c..J - ~G0,.. 1199
WORK PROPSED: ~EW CONSTRUCTION DADDITION
PHONE
ZePh!j YAJII~fh.D (j=mPrrA./J to;~
SUBDIVISION
(OBTAIN FROM PROPERTY TAX NOTICEl
DALTERATION
D REPAIR
D INSTALL
D SIGN
DMOVE
D DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
D COMMERCIAL
DMULTI-FAMILY
D INDUSTRIAL
D# OF UNITS
D SWIMMING POOL
D MOBILE HOME
D OTHER
DESCRIPTION OF WORK
o RESTAURANT & HEALTH DEPARTMENT APPROVAL
YYLOt-oy
f O'("-r-
..., d' X c..L l..L '
SQUARE FOOTAGE ~~ - + T
HEIGHT
/I.J..'
,
BUILDING SIZE
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (11 SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (11 SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~UILDING
Gt'ELECTRICAL
s!'PLUMBING
D MECHANICAL
PERMITS REQUESTED
$ ,10-,g/~ /50
,
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
D FLORIDA POWER
D
W.R.E.C.
$
VALUATION OF MECHANCIAL INSTALLATION
D GAS
D ROOFING
D SPECIALTY
D OTHER
TYPE OF CONSTRUCTION: D BLOCK
D FRAME
D STEEL
D OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
D NO
SIGNATURE X
COMPANY.1.t~Z ,t:JL(..L~~ -I:Pi~lArt;.s
STATE CERT OR REGIST # - 0 ~
CITY PROCESSING # ~5 CJ 7
BUILDER
*************************************
SIGNATURE
COMPANY [)t)tJju'tv ~ /eC-,
STATE CERT OR lEGIST #
CITY PROCESSING # /1' f f
I ,
ELECTRICIAN
******************************************************************
PLUHBER , ~. /~ ?'
SIGNATURE{n7~.~ ~(
COMPANY ~ fA. / / S '{] I t.I. WI i /(!j
STATE CERT OR REGIST ~
CITY PROCESSING # ~/I~
***********.*******************************************************
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(sl 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 Zephyrhills.
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 commenced 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
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
Owho is personally known to me, or
Dwho has produced
(type
and whoD did Ddid not
of identification)
take an oath.
(name of person acknowledged I
C1ho is personally known to me, or
Dwho has produced
(type of identification)
and who Ddid [}:lid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
State of
RII
NOrICB 01' COJIMBIICBIIBIt
County of
I 11111111111 111111111111111 1111I111111111I'11"11' .
99149787
Rcpt: 373967 Rec:
DS: 0.00 IT:
11/29/99
/J5q)
6.00
0.00
DDtv Clerk
TUB IJNnERSXGMBD hereby gives notice that improvement will be made to c3rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement:
1.
Oeser iption of Property:
Parcel No.:21-;)'-~/- ~-f)OOO-I/9'1
3
(Lega
e)
2.
General Description of Improvement
3.
JED PITTMAN PASCO COUNTY CLERK
11/29/99 03~22pll 1p~f 1641
OR BK 426B
Owner Information: Name t66errr- Q ~~:k~
r.ddress 35"3'2 /JF"'~itY ;;;;:?- J/;/($
Interest in Pr.operty:
State
FL
:53!5c.[O
~
Name of Fee Simple Titleholder:
(If other th~n owner)
Address
City
State
4.
Contractor: Name II /Z)2 ,I)/u~
Address /r?'8b'7 orb IlCity J4/-:AYI
I~
State PZ:- 3l{(Pl./'I
5.
Surety: Name
Address
City
State
Amount of Bond: $
6. Lender: Name
Address
. City
State
7.
Persons within the State of Florida designated by Owner upon whom
notices or other documents may be served as provided by Section
713.13(111~71. Florida Statutes:
Nilma ~.!:~,. A ~,~k..,.I~
Address d~ '3" ~f4<4'f(f.4AU..-I6 td*, City 7.c/"1'",<,....,;'~s- State "c",
In addition to himself, Owner designates
"J.
8 .
of - ttr-receive a cogy of t~__
Lienor's Notice as provided ~n Section 71J.IJ(1)(b), Florida Statutes.
lJ .
E:xp.A.rntl'm dnt.e of llClt.ice at Caftlmencement. (t.he .~plratlC1n date is 1 ye~r
fr?m the clyte of recording unless a different d'te is specified.)
f Signature of Owner: ~..oK~'
Sworn to and subscribed before me this ~
I
day of f)ov~
199~
~ E.
~~
Notclry Publ ic:
My C,:)min.i ss ion Expires:
,.,.~~'f""", KAY E. BUCKLER
~'f'ib..~, MY COMMISSION # CC 863074
~'~;i,i EXPIRES: Augusl15, 2003
"'~p.r.~..", Bonded Thru Nolary Public UndenwiIIII
PC93053048
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ALL ';V(Y~J( ST:j\l~L COMPLY
WITH ALL Y~' i \TLING CODES,
STANY1^Pf)j!~; lNG, PLUMBING,
MI'(" ' 1 ~11'r ANIDC"I"rV
!1:"': r\~"l'!' ,-,. ll~
01: 'Z'.' '. ; ~T'! 1 '::' """ ,''11i\.1 ^NCES
, ,-,Ll. ,..,w'" U.lIJ./ l d\. ' .
"tv fi.
SECTION 7
./
SOLID ROOF PAN~L PRODUCTS
. ,
0.019" ALUMINUM COVER PAN
OR CONTINUOUS ALUMINUM
SHEET
#8 x 5/8" CORROSION
RESISTIVE WASHER HEADED
SCREWS @ 24" O. C.
ALTERNATE #8 x 5/8" S. M. S.
WI 1/2" I2l WASHER.
[~;/
j
.
........................
.........................
........................
........................
........................
.........................
........................
. . . . . . . . . . . . . . . . . . . . . . . . .
.-.................. ...
......................
....................
", f
j
w
TYPICAL INSULATED PANEL
SCALE: 1/4" = 1"
NOTES: 1. INSTALL ~IGID FOAM INSULATION INTO ALUMINUM ROOF PAN.
2. COVER INSULATION WITH 0,019" PROTECTOR PANEL WITH OVERLAPPING SEAMS.
3. INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM END CAP TO SECURE
PLACEMENT AND TO DISCOURAGE 1HE NESTING OF WILDLIFE AND OR INSECTS.
4. PROTECTOR .PANEL WILL BE SECURED BY #8 x 5/8" CORROSION RESISTIVE WASHER
HEADED SCREWS.
5. SCREW PATTERN WILL BE 12" ON ALL PERIMETERS AND 24" O.C. FIELD ON EACH
. PANEL.
6. ALUMINUM END CAP WILL BE ATTACHED WITH (3) #8x1/2" CORROSION RESISTIVE
WASHER HEADED SCREWS.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
PO. BOX 4368. SOUTH DAYTONA. Fl 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
SEAL
PAGE
176
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE' E' BENNE'TT. P E
SECTION 7 SOLID ROOF PANEL PRODUCTS
.f:1i1~A"" Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-14 or H-25
3" x 12" x 0.019" Riser Panels
Open Buildings Enclosed BuildinQs
Wind Applied Overhang Condition Wind Applied Overhang Condition
RegIOn load NONE 1'.0" 2'-0" 3'-0" 4-0" Region Load NONE 1'-0" 2'.0" 3'.0" 4'-0"
102 M.P.H. 17 10'.11" 11'-2" 11'-8" 12'-6" 13'-7" 102 M.P.H. 29 8'.5" 8'.7" 9'.4" 10'-4" 11'.1"
110 M.P.H. 20 10'.1" 10'.4" 10'.10" 11'.9" 12'-11" 110 M.P.H, 35 7'.8" 7'-11" 8'.7" g'.g" 11'.1'"
120 M.P.H. 23 9'.5" 9'-8" 10'.3" 11'.2" 12'.4" 120 M.P.H. 41 7'-1" 7'.4" 8'.1" 9'.3" 10'.8"
125 M.P.H. 26 8'.10" 9'-1" g'.g"' 10'.8" 11'-11" 125 M.P.H. 45 6'.9" 7'.0" T.l0" g'.O" 10'5"
140 M.P.H. 32 T-ll" 8'.3" 8'.11" 9".11" 11'-4" 140 M.P.H. 56 6'-0" 6'.4" T.3" 8'6" 10'0"
3" x 12" x 0.026" Riser Panels
Open Buildings Enclosed BuildinQs
Wind Applied Overhang Condition Wind Applied Overhang Condition
ReQlon load NONE 1'-0" 2'-0" ".3'.0" 4'.0" Region load NONE 1'.0" 2'.0" 3'.0" 4'-0"
102 M.P.H. 17 13'-11" 14'-1" 14'.6" 15'.2" 16'-0" 102 M.P.H. 29 10'.8" 10'-10" 11'.4" 12'.3" 13'.4"
110 M.P.H. 20 12'-10" 12'.11" 13'-5" 14'-2" lS"1" 110 M.P.H. 35 9'.8" 9'.11" 10'.6" 11'-5" 1 2'.7"
120 M.P.H. 23 11'-11" 12'-1" 12'.7" 13'.4" 14'-S" 120 M.P.H. 41 8'.11" 9'.2" 9'.10" 10'.9" 12'.0"
125 M.P.H. 26 11'.3" 11'.S" 11'.11" 12'.9" 13'-10" 125 M.P.H. 45 8'.7" 8'.9" g'.S" 10'-S" 11'.8"
140 M.P.H. 32 10'-2" 10'.4" 10".11" 11'.g" 12'.11" 140 M.P.H. 56 7'.8" T.l1" 8'.8" g'.g" 11'.1"
3" x 12" x 0.032" Riser Panels
Open Buildings Enclosed BUildings
Wind Applied Overhang Condition Wind Applied OverhanQ Condition
Region load NONE 1'-0" 2'-0" 3'.0" 4'.0" ReQion load NONE 1'.0" 2'-0" 3'-0" 4'-0"
102 M.P.H. 17 IS'-5" 15'.6'" 1S'.11'" 16".6'" IT-4'' 102 M.P.H. 29 11".9'" 11'.11" 12'.S" 13'.3" 14'.3"
110 M.P.H. 20 14'-2" 14'-4" 14'.9" lS'.S" 16'-3" 110 M.P.H. 35 10'.9" 10'.11" 11'-5" 12'.3"' 13".5"
120 M.P.H. 23 13'.3" 13'-S" 13'.10" 14'.6" lS'.6" 120 M.P.H. 41 9'.11" 10".1" 10'.8" 11'.7" 12".9"
125 M.P.H. 26 12'.S" 12'-7" 13'.1" 13'.10" 14'-10" 125 M.P.H. 4S 9'.5" 9'.8" 10".3" 11'-2'" 12'.5"
140 M.P.H. 32 11'-3" 11'.S" 11'.11" 12'.9" 13'.9" 140 M.P.H. 56 8'-6" 8'.9" 9'-4" 10'-S" 11'.8"
Note: Total roof panel width = room width plus wall width plus overhang"
alF.1i1r:s-... Allowable Spans for Industry Standard Ri.e~Panels for Various Loads
Aluminum Alloy 3105 H-28 .
3" x 12" x 0.019" Riser Panels
Open BuildinQs Enclosed BuildinQs
Wind Applied. Overhang Condition Wind Applied Overhang Condition
Region load NONE 1'.0" 2'.0" 3'.0" 4.0" Region load NONE 1'.0" 2'-0" 3'-0" 4'.0"
102 M.P.H. 17 12".9"" 12.11'" 13.4 14 I'" 15'.0" 102 M.P.H 29 9".9'" 9".11" 10'.6" 11"-5" 12'.7"
110 M.P.H. 20 11".9"' 11".11"" 1::" 0) 132'" 14'.2" 110 M.P"H 3S 8".10"' S ]"' 9".9" W.8" 11".11"
120 M.P.H. 23 10" ."." 1'""1 11".b 1 c G"" 13".7" 120 M.P.H 41 8;'" e ;," 0' ]"" 10' ;'"' 11" 5'"
125 M.P.H. 26 10'.3" 10"0" 11".0 11.11"" 13'.0" 125 M.P.H 45 T.l0'" 8.1'" 8'Y 9'10" 1]".2"
140 M.P.H. 32 9'.3" 9'.6" 10.1"" 11'.1" 12'.3" 140 M.P.H. S6 T.O" ,".3"" 8' 1" 9".3" 10'8"'
3" x 12" x 0.026" Riser Panels
Open Buildings Enclosed BUildings
Wind Al'plied Overhang Condition Wind Applied OverhanQ Condition
Region load NONE 1'.0" 2'.0" 3'-0" 4'-0" Region load NONE 1'-0" 2'-0" 3'.0" 4'.0"
102 M.P.H. 17 16'.2" 16'.3" 16'.8" IT-3'' 18'-0" 102 M.P.H. 29 12".4"' 12".6"" 12'.11" 13'.9'" 14'.9"
110 M.P.H. 20 14'.11" lS'-O" lS'-S" 16'.1" 16'.11" 110 M.P.H. 3S 11".3' 11"-5" 11'.11" 12 -9"" 13'.10"
120 M.P.H, 23 13'-11" 14'-0" 14'.5" lS'-l" 16'.0" 120 M.P.H" 41 10"-5" 107" ,f1 12" 0'" 13".1"
125 M.P.H. 26 13'-1" 13'.2" 13'.8" 14'-4" lS'-4" 125 M,P.H. 45 9'.1 f" 1,)".1"" 10'.8 11 " 12'-9"'
140 M.P.H 32 11'.9" 11'.11" 12'-5" 13".3" 14'.3" 140 M.P.H. 56 8'.1 f' g".,.. ~""9'" 10 .g" 11'.11""
3" x 12" x 0.032" Riser Panels
Open Buildings Enclosed BUlldinus
Wind Applied Overhang Condition Wind Applied OverhanQ Condition
Region Load NONE 1'-0" 2'-0" 3'.0" 4'.0" ReQlon Load NONE 1'-0" 2'-0" 3'.0" 4'.0"
102 M.P.H. 17 IT-l0'' IT.ll'' 18'.4'" 18".10" 19'.7" 102 M.P.H" 29 13".8" 13'.10" 14'-3" 14'."" 15'.10"'
110 M.P.H. 20 16'-6" 16'-7" 16'.11" IT.6'" 18'.4" 110 M.P"H. 35 12'.5'" 12".7" 13'.1" 13'.10" 14'.10'"
120 M.P.H. 23 lS'.4" lS'.6" lS'.ll" 16'-6" 17'-4" 120 M.P.H" 41 11'-6" 11".8"' 12'.2" 12'.11' 14".0'"
125 M.P.H. 26 14'.S" 14'-7" 14'.11'" lS'.8" 16'-6" 125 M.P.H" 45 10'.11" 11'.2" 11'.8" 12'.6'" 13'.7"'
140 M.P.H. 32 13'.0" 13'.2" 13'-8" 14'.4" 15'.3" 140 M.P.H. 56 9'.10" 10'.1" 10'.8'" 11'.6" 12'.8'"
Note: T olal roof panel width = room Width plus wall Width plus overhang
Lawrence E. Ben nett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT
PO BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
SEAL
PAGE
@ COPYRIGHT 1999
178 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BENNETT" P E
SCREEN, VINYL & GLASS ROOMS
_ t:li1 ~,.,...,_
Load
Width
102 M.P.H.
36"
42"
48"
54"
60"
66"
72"
78"
84"
90"
19 # IS . Ft.
12'-3"
11'-4"
10'-7"
9'-11"
9'.6"
9'-0"
8'-8"
8'-4"
7'-11"
7'-9"
2" x 3" x 0.050" Hollow Extrusion
Wind Zone
Load 102 M.P"H. I 110 M.P.H. r 120 M.P.H. 125 M.P.H. I 140 M.P.H.
Width ADD lied Load
19 # 150. Fl. 23 # ISq. Ft. 26 # 150. Fl. 29 # ISli Ft. 36 # ISa. Ft.
36" 16'.10'" 15-3"" 14'-4'" 13".~"' 12'.3"
42" 15-T 14 -2" 13"-4" 12'.7" 11'-4"
48" 14"-f""" 13'-3"' 12.5" 11 _~.. 10"-7"
54" 13".9" 12'-6" 11"-9"" 11'-1" 9.11"
60" 13'.0" 11'-10" 11'-2"" W-6" 9'-6"
66" 12'-5" 11'-3" 10'-7" 10"-1'" 9'-0"
72" 11'.11" 10'-10" 10'-2" 9'-7" 8'.8"
78" 11'-5" 10'-5" 9'-9" 9'-3" 8'.4"
84" 11'-0" 10'-0" 9'-5" 8'-11" 1;'.0"
90" 10'-8" 9'-8" 9'-1" 8'-"1" 7'.9"
2" x 4" x 0.050" Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P,H, I' 120 M.P.H. I 125 M.P.H. I 140 M.P.H.
Width Aoolied Load
19 # 150. Ft. 23 # 150. Ft. 26 # 150. Ft. 29 # 150. Ft. 36 # ISQ:" Ft.
36" 20'.9" 18'.11" 17'-9" 16' 10" 15'-1"
42" 19'-3 ' 17'-6" 16'5" 15"-7 13'.11"
48" 11'-11" 16'-4" 15'.5" 1~'-7" 13"-1"
54" 15'~ 11" 15'-5"" 14'-6" 13'-9"" 12.4"
60" 16-1"' 14'.8'" 13'.9" 1]".0" 11.8'"
66" 15'-4" 13'-11" 13"-1"' i .2',5" 11-2"
72"" 14"-8" ~ 3".4 12'-7" 1 ~ . ~ l' 1 U.8"
78" 14-"" 12'-10" 12 -1 11S 10'-3'
84" 1-")' 1" 12'.4"' 11'.8" 11"-0 9'-11"
~ -,
90" 13'.2"" 11-11'" 11".3" 10'-8 9'-7"
Notes:
Glass Rooms The addition of aluminum frame Windows With glass panes that are deSigned
to 110M PH" wind load reqUIrements to the above upright sizes increases the str8ngth so that
additional framing IS not reqUired .
USing screen panel Width "W' (See typical glass room draWing ), select upright reqUired from
the maximum height allowed for each extrusion"
Screen Splines on 3" side extrusion turned with 3" side parallel to sole plate
Lawrence E. Bennett, P..E.
CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P E
SECTION 3
SEAL
PAGE
93
3 d 'll3NN38 3 3:)N3lJMifl ~O NOISSI~lJ3d N3llllJM 3H.L inOH.LIM .LlJVd NllJO 310HM NI 03:)nOOlJd3lJ 38 Ol.LON 179
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VLLV-L9L (V06) 3NOHd313.L
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J.NVJ.lnSNO:J lN3VVdOBA3Q -lJ33NION3 1/A/:J
.3'd '>>auua8 '3 a~uaJMel
.1lns 0.1 03H:J.10N NVllnlO:J
(z'z-z 318V.1 '~'Z'Z
318V.1 ~o I ONV ZTZ318V.1 '~TZ
318V.1 33S) S3ZIS lS0d ONV V11V38
.~ = .PH :31V:JS
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(S.1 108
~O ~38V11nN ~O~ 8'l 318V.1 33S)
V11V38 30lS ~O.:l S.1 108 n~H.1 1M
.1SOd 01 03.1 108 n~H1 13NNVH:J
8NI^'3~3~ .890'0 x ,,17/8 ~ x .P18 ~
(8-l 318V1 33S) .1SOd .:l0
3ZIS ONV S.1 108 .:l0 ~38V11nN ~O.:l
13N'v'd 31.ISOdVIIO~
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L NOI.1~3S 33S 13NVd ~OO~ ~
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~~ = ~PH ~31V~S
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.1lns 0.1 03H~.10N NVlln10~
(l-l'l 318V.1 '~-l-l
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(8' Z318V.1 33S) .1SOd ~O
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(13NVd 3.1ISOdVIIO~ ~O
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~
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S03HS Al.1l1.ln aNY S~3^08 8NlaNV.lS33~~ ~ a3H8VilV
G NOl183S
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
PAN OR COMPOSITE PANEL ROOF
-------------------------
"..,
I CENTER OF
L BRACE CONNECTION
FOR START OR
END OF BEAM SPAN
KNEE BRACE NOT REQUIRED
FOR ATTACHED STRUCTURES
KNEE BRACE REQUIRED IF
POST NOT SET IN CONCRETE
FOOTING
o
o
o
H-CHANNEL KNEE BRACE 2" x 3" x 0.050" KNEE BRACE WI (3) #10 x 1/2"
EACH SIDE OF BEAM U-CHANNEL ON SIDE WI (3) #10 x 1/2" AND KNEE
BRACE INTO POST AND (3) #10 x 1/2" EACH SIDE OF KNEE BRACE WI
CORROSION RESISTIVE WASHER HEADED SCREWS
KNEE BRACE TO POST DETAIL - BEAM PARALLEL TO ROOF
SCALE 1/4" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
PO" BOX 4368. SOUTH DAYTONA, Fl 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT" P E
PAGE
63
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
t-
INTERNAL OR EXTERNAL RECEIVING CHANNEL
SCALE: 1/4":;: 1"
2" x 2" x 0.063" ANGLES
4
<1
INTERNAL OR EXTf;:RNAL ANGLE CLIPS
SCALE: 1/4":;: 1" -
ALUMINUM TUBE COLUMN
CONCRETE ANCHORS (SEE
SCHEDULE)
/~
EXTRUDED ALUMINUM BASE
OR BREAK FORMED U-CLlP
~
CORROSION RESISTIVE STEEL
THRU BOLT PER SCHEDULE
4
CONCRETE SLAB OR FOOTING
<1
NOTE: ATTACHMENT DETAILS SHOWN REQUIRE
DIAGONAL BRACING FOR FREE-STANDING
COVERS
TUBE COLUMN BASE SCHEMATIC INTERNAL BASE
SCALE: 1/4":;:,,,
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FA)(. (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 1999
60 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIDEN PERMISSION Or LAV,kLNI..l I I>U.M I I 1'1
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
w
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SECTION 2
PAN OR COMPOSITE PANEL
(SEE TABLES SECTION 7)
TOP PLATE P.T. OR WI VAPOR
BARRIER @ ALUMINUM ROOF
2 x 4 TOP PLATE @ ROOF
2 x 2 ALUMINUM OR 2 x 4 LUMBER #2
S.P.F. (MIN.)
SHEATHING: 7/16" O.S.B. OR 1/2"
PLYWOOD WI STUDS 24" O.C. OR
STRUCTURAL GRADE THERMAL PLY
WI STUDS @ 16" O.C.
2 x 4 PRESSURE TREATED PLATE WI
3/8" x 4-1/2" CONCRETE ANCHORS @
4'-0. O. C. (SEE SLAB DETAILS)
ATTACH SHED OR ROOM WALL TO
HOST STRUCTURE WI 1/4" x 3-1/4"
TAPCONS @ 16" O.C. FOR MASONRY
OR #16d COMMON @ 16" O.C. OR #10 x
3-1/2" FOR WOOD OR #10 x 2-1/2"
S,M.S. FOR 1 x 2 ALUMINUM OR #10 x
3-1/2" S.M.S. FOR 2 x 2 ALUMINUM
SHED IS FRAMED FOUR WALL
STRUCTURE OR ATTACHED TO HOST
MAXIMUM FLOOR AREA 200 SQ. FT.
FLOOR AREA G~EA TER THAN 200 SQ.
FT. USE SECTION 4
POST AND BEAM DETAILS AND
TABLES SECTION 2
FOOTING AND CONNECTION DETAILS
SECTION 2
UTILITY SHED AND CARPORT WALL SECTION
SCALE: 1/4. = 1 '.0.
1. SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO
16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA
2. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD
CODE 1997 CHAPTER 23, TABLE 2306.1 ORAS NOTED BELOW.
CONNECTION FASTENER NUMBER I SPACING
WALL SHEATHING 1/2" OR LESS #6 COMMON 6" O.C. EDGES AND 12" O.C. FIELD
TOP OR SOLE PLATE TO STUD
A. END NAIL #16 COMMON 2
B. TOE NAIL #8 COMMON 2
SEE CONNECTION DETAILS
(SECTION 7)
~
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(!)
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w
Lawrence E. Bennett, P,E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
PO. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRiTTEN PERMISSION OF LAWRENCE E BENNETT. P E
SEE CONNECTION DETAILS
(SECTION 7)
12" x PAN (SEE TABLES SECTION 7) USE 'W"
TO SELECT PAN FOR REQUIRED SPAN
--~------- W1' VARIES-
FOR FRONT BEAM USE L = W I 2+0VERHANG
55
ATTACHED & FREESTANDING COVERSAND UTILITY SHEDS
1-1/2" X 1-1/2" x 0,080" ANGLE
EACH SIDE OF CONNECTING
BEAM WITH SCREWS AS
SHOWN
CARRIER BEAM (SEE TABLE
2.1.3)
SE::CTION 2
@
@
@
@
@
@
1
W
-I
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a::
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PRIMARY BEAM
(SEE TABLE 2 1 1
ANDIOR TABLE 212)
MINIMUM #8 S,M.S. x 3/4" LONG NUMBER
REQUIRED EQUAL TO BEAM DEPTH IN
INCHES
NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES
MAY BE CONNECTED WITH (2) #10 x 1-1/2"
INTERNALLY
CARRIER BEAM TO BEAM CONNECTION
SCALE: 1/4" = 1"
ANGLE OR RECEIVING
CHANNEL
NOTE: EXTRUSIONS WITH INTERNAL
SCREW BOSSES MAY BE
CONNECTED WITH (2) #10 x 1 1/2"
INTERNALL Y.
MINIMUM #8 S.M.S. x 3/4" LONG
NUMBER REQUIRED EQUAL
TO BEAM DEPTH
PRIMARY BEAM
(SEE TABLE 2.1.1
ANDIOR TABLE 2.1.2)
W
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BEAM TO WALL CONNECTION:
(2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM
(2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 1/4" x 2 1/4" CONCRETE ANCHORS TO CONCRETE OR
MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3"
(ALTERNATE) (1) 13/4" x 13/4" x 13/4" x 1/8"INTERNAL U-CLlP ATTACHED TO WOOD WALL WITH
MINIMUM (3) 1/4" x 2 1/4" LAG SCREWS PER SIDE OR (3) 1/4" x 2 1/4" CONCRETE ANCHORS TO
CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CANTILEVEReD
BEAM DEPTH LARGER THAN 3"
CARRIER BEAM TO WALL CONNECTION
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGiNEER - DEVELOPMENT CONSUL TANT
P.O BOX 4368, SOUTH DAYTONA. Fl 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE [ BE NNE TT" P [
65
SCREEN, VINYL & GLASS ROOMS
COMPOSITE ROOF PANELS
(4) 1/4" x 4" LAG BOLTS WI
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" OC. ALONG
SIDES (WALK-ON)
2" x 2" OR 2" x 3" HOLLOW
CHAIR RAIL AND KICK PLATE
2" x 2" HOLLOW RAIL
POST ATTACHED TO BOTTOM
WI MIN. (2) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
EXISTING SLAB MAY BE USED
IF IT IS IN GOOD CONDITION
AND IT IS APPROVED BY THE
BY THE BUILDING OFFICIAL
(1) HIL T11/2" x 3-1/2" KBII-
BOL TS APPROVED FOR 665#
UPLIFT WI STD. PLATED CUT
STEEL WASHER
(1) 3/8" BOLT FOR 3" POST (2)
3/8" BOLTS FOR 3" x 4" POST
~
~
"
TYPICAL UPRIGHT DETAIL
SCALE: 1/4" = 1"
SECTION 3
RISER PANELS: (3) #8 x 1/2"
S.M.S. PER 12" PANEL
HEADER ATTACHED TO POST
WI MIN. (2) #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
CHAIR RAIL ATTACHED TO
POST WITH MIN. (2) #10 X .
1-1/2" 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.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
PO" BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 1999
NOT TO BE REPRODUCED ,'< WHOLE OR IN PART WITHOUT THE WRITTEN PERMISS!ON Of LAWRENCE E BENNETT" P E
83
SCREEN, VINYL & GLASS ROOMS SECTION ~
(2) #10 x 1" S M. S. INTO
SCREW SLOTS
ANCHOR 1" x 2" PLATE TO
CONCRETE WI 1/4" x 2-1/2"
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH
POST AND 24" O,C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. SxS-10x10 WW.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
~
BE .1 / \DEl
AL TERNA TE CO ~CTI(
DETAIL 2" x 2" v 0063" N
CONNECT UF " - @ B~nlv1/
HEADER AND ChM RAIL
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRE CE
HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
SCALE 1/4" = 1"
2" x 2" OR 2" x 3" OR 2" 5MB POST
o 0
o 0
-----
ANCHOR 1" x 2" PLATE TO CONCRETE
WITH 1/4" x 2-1/2" CONCRETE
ANCHORS WITHIN S" 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.
SxS-10x10 WWM. OR FIBER MESH
VAPOR BARRIER UNDER CONCRETE
(4) #10 x 1/2" SM.S" EACH SIDE
OF POST
HEADER BEAM
H-BAR OR GUSSET PLATE
2" x 2" x 1I1S" ANGLE EACH SIDE
ATTACH TO POST AND CONCRETE
AT LOAD BEARING W LL WITH
(2) #10 x 1/2" SMS EACH SIDE
1" x 2" EXTRUSION
1-1/8"MIN IN CONCRETE
SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O" BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P E
PAGE
81
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
Table 2,3
Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 606J T-6
Beam
Size
2" x J" x 0.050" Hollow Tilt
2" x 4" x 0.050" Hollow
2" x 4" x 0.OJ8" x 0.100" Self Mating Beam
2" x 6" x 0.050" x 0.120" Self Mating Beam
2" x 7" x 0.055" x 0.120" Self Mating Beam
2" x 8" x 0.072" x 0,224" Self Mating Beam
2" x 9" x 0.072" x 0.224" Self Mating Beam
2" x 9" x 0.082" x 0.306" Self Mating Beam
The minimum number of thru-bolts IS two (2)
Table 2,4
Minimum
Post Size
J"x J"x 0.060" Scalloped
J"x J"x 0.060" Scalloped
J"x J"x 0.060" Scalloped
J"x J"x 0.060" Scalloped
J" x 3" x 0.093"
3" x 3" x 0.093"
J" x 3" x 0.125"
3': x 3" x 0.125"
# Thru-Bolts l=D+'/,"
1/4"" J/8""
2
2
2
2
3 2
3 2
4 3
4 3
Existing Slab on Grade with unknown
reinforcement
Isolated Footing
Dimensions"
1'-0" x 1'-0" x 1'-0"
1'4" x 1'4" x 1'4"
1'-6" x 1'-6" x 1'-6"
1'-8" x 1'-8" x 2'-0"
1'-8" x 1'-8" x 2'-6"
2'-0" x 2'.0" x 2'-0"
2'-0" x 2'-0" x 2'-6"
2'-6" x 2'.6" x 2'-6"
2'-6" x 2'-6"'x" 3'-0"
Uplift
Rating #
520
1000
1320
2040
2540
2640
3300
4000
4800
Maximum Attributable Roof Area in Square Feet
JO 26 22 20 16
59 50 38 31
77 66 57 51 41
120 102 89 78 64
150 127 111 98 80
155 132 115 102 83
194 165 143 127 103
270 230 200 177 144
324 216 240 212 172
-Notes:
Isolated Fooling is a poured concrete rectangular solod (Length x WIClth x Depth)
Slab on grade must be new or in good COnClltlon
(1) 80# Bag
(1) 80# Bag
(1) 80# Bag
raCle with 80 " ba re.m,x concrete and backfilleCl to rade
Maximum Attributable Root Area in Square Feel
102 87 76 67 54
107 91 79 70 57
112 95 83 73 60
SEAL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT
PO. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
72
PAGE
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2
.Ai]~"""-1118 Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings - ALUMINUM POSTS
Aluminum Post
Wind Load = 102 MPH 110 MPH 120 MPH r 125 MPH T 140 MPH
Applied Load = 17 It/Sq. Ft. 20 #/Sq. Ft. 23 It/Sq. Ft. I 26 It/Sq. Ft. I 32 It/Sq. Ft.
Maximum Allowable Roof Area in Square Feet for Various Loads on Post
Height Load in Lbs 3" x 3" x 0.090" Hollow Extrusion. Aluminum Alloy 6063 T.6
11 ~ J 5"184 305 39 225 199 162
13'-, :J 3"888 229 194 1fi9 150 122
1/)' 11J 3"024 178 151 131 116 95
17.10"" 2.268 133 113 99 87 71
Height Load in Lbs 3" x 3" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-6
13".9"' 6.912 407 346 301 266 216
16".1"' 5"184 305 25""9 225 199 162
18".4' 4032 237 2W" 175 155 126
20.7"" 3024 its 151 131 116 95
Height Load in Lbs 4" x 4" x 0.125" Hollow Extrusion. Aluminum Alloy 6063 T-6
15".9" 9312 548 466 405 358 291
18.5' 6"984 411 349 .,j.,,'.... 269 218
21".'0"" 5432 370 272 ?:.~' 209 170
23.8" 40,4 ,'4J 204 . .. ~ s-: 127
Steel Post
Wind Load = 102 MPH 110 MPH 120 MPH r 125 MPH T 140 MPH
Applied Load = 171t/Sq Ft. 20 !I/Sq. Ft. T 23 ItISq Ft r 26 It/Sq. Ft T 32 It/Sq. Ft.
Maximum Allowable Roqf Area in Square Feet for Various Loads on Post
Height Load in Lbs 3" x J" x 14 Gauge Post - 46 k.s.i. Steel
19".10"" 10050 591 ;0"3 . 437 387 314
21".9"" 7"430 437 172 323 286 232
23"<F. 5"638 332 82 245 217 176
25'.9"' 4.371 25"7 19- 190 168 137
Height Load in Lbs 3" x 3" x 11 Gauge Post - 46 k.s.i. Steel
19'.8"' 15,870 934 794 690 610 496
21'.7" 11,730 690 ""587"" 510 451 361
23'.6' 8,970 ~8 449 390 345 280
25'.6" 6"900 406 345 300 765 21b
Hl'lght Load In Lbs 4"' x 4" x 14 Gauge Post _ 46 k.s.!. Steel
26'.8" 12"650 744 633 550 487 395
29'.3" 9"350 550 468 407 360 292
32.0 7150 421 358 311 2n- 223
34".8" s: 500 324 275 239 212 172
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
POBOX 4368, SOUTH DAYTONA, FL 32'21
TELEPHONE (904) 767.4774
FAX (904) 767.6556
SEAL
@ COPYRIGHT 1999 PAGE
NOT TO BE REPRODUCED 'N "NHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT" P E 71
FASTENERS
SECTION 9
CONCRETE
SCREW
ANCHOR
T-BOL T
SPIKE
EXPANSION
BOLT
DRIVE NAIL
CONCRETE AND MASONRY ANCHORS
SHEET METAL
SCREW
HEX HEAD TEK
SCREW
MACHINE BOLT
WI NEOPRENE WASHER
METAL FASTENERS
NOTES:
ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR
EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE
APPROVED BY THE BUILDING OFFICIAl.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
PO BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E
PAGE
201
Ii 1.00.
o ~oE -~
I
ALUMINUM FRAMING COMPONENTS
A = 0.24 in.2
WT = 0.28 p./.f.
Ix = 0.14 in. ·
Sx = 0.18 in.3
6063 - T6
f 1.98",
005508 ~
1" X 2" X 0.044" OPEN BACK SECTION
SCALE: 1/4" = 1"
f1.98",
003208 ~
A = 0.50 in.2
WT = 0.57 p.l.f.
Ix = 0.28 in."
Sx = 0.37 in.3
6063 - T6
2" X 2" X 0.055" PATIO SECTION
SCALE: 1/4" = 1"
A = 0.32 in.2
WT = 0.37 p.l.f.
Ix = 0,18 in. "
Sx = 024 in.3
6063 - T6
f 1.98",
o 0550 [ + ]J
2" X 3" X 0.050" PATIO SECTION
2" X 2" X 0.032" PATIO SECTION
SCALE: 1/4" = 1"
f 1.98",
0036"f + l ~
----"I..
A = 0.64 in.2
WT = 0.74 p.l.f.
Ix = 0.75 in."
Sx = 0.70 in.3
6063 - T6
SCALE: 1/4" = 1"
A = 0.36 in.2
WT = 0.41 p.l.f.
IX=0.19in."
Sx = 026 in"3
6063 - T6
f2.00"1
r -...
:
0055" -~ +
2" X 2" X O~036" PATIO SECTION
SCALE: 1/4" = 1"
f 1.98"-1
0.044"~1
U__~
J
b
o
'<t
1
A = 0.75 in.2
WT = 0.86 p.l.f.
Ix = 1.53 in..
Sx = 1.07 in.3
6063 - T6
2" X 4" X 0.050" PATIO SECTION
SCALE: 1/4" = 1"
A = 0.42 in.2
WT = 0.49 p.l.f.
Ix = 023 in."
Sx = 0.31 in,3
6063 - T6
f2.OO"-1
8--1
+ b
0044U -.1
2" X 2" X 0.044" PATIO SECTION
SCALE: 1/4" = 1"
A = 0.61 in.2
WT = 069 p.l.f.
Ix = 077 in"
Sx = 0.69 in.3
6063 - T6
2" X 3" X 0.045" PATIO SECTION
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
POBOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 1999
196 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E BENNEH P E
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
.1F.1t1r:w-...II Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-6
Wind Zone = 102 MPH 110 MPH 120 MPH I 125 MPH I 140 MPH
Applied Load = 17# I Sq. Ft. 20# I Sq. Ft. 23# I Sq. Fl. I 26# I Sq. Fl. I 32# I Sq. Ft.
Load Width 2" x 6" x 0.050" x 0,120" Self Mating Beam
8' 16'.11" 15'.7" 14'.7" 13'.8" 12'.4"
9' 15'.11" 14'.9" 13'.9" 12'.11" 11'.8"
10' 15'.2" 13'.11" 13'.0" 12'-3" 11'.0"
11' 14'.5" 13'.4" 12'-5" 11'.8" 10'.6"
12' 13'.10" 12'.9" 11'.11" . 11'.2" 10'.1"
13' 13'.3" 12'.3" 11'.5" 10'-9" 9'.8"
14' 12'.10" 11'.10" 11'.0" 10'.4" 9'.4"
16' 11'.11" 11'.0" 10'-4" 9'.8" 8'.9"
Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam
8' 19'.4" 17'.10" 16'.8" 15'.8" 14'.1"
9' 18".3" 16'.10" 15'.8" 14'.9" 13'.4"
10' 17'-4" 15'.11" 14'-11" 14'-0" 12'-7"
11' 16'.6" 15".3" 14'.2" 13'.4" 12'.0"
12' 15'.10"' 14"-7" 13'.7" 12'.9" 11'.6"
13' 15'.2" 14'-0" 13'.1"' 12'.3" 11'-1"
14' 14'.8" 13".6" 12'.7" 11'.10" 10'-8"
16' 13'.8" 12'.7" 11'.9" 11'.1" 9'-11"
Load Width 2" x 8" x 0.072" x 0.224" Self Mating Beam
8' 24'.10" 22'.11" 21'.4" 20'.1" 18'.1"
9' ;:>3'.5" 21'.7" 20'.2" 18'-11" 17'.1"
10' 22'.3" 20'.6" 19'.1" 17'.11" 16'-2"
11' 21'.2" 19'.6" lS'.3" 17'.2" 15'.5"
12' . '20'.4" 18'.8" 17'.5" 16'.5" 14'-9"
13' 19'-6" 17'.11" 16'.9" 15'-9" 14'.3"
14' 18'.9" 17'.4" 16'.2" 15'.2"' 13'-8"
16' 17'.7" 16'-2" - 15'.1" 14'.3" 12'.10"
Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam
8' 27'.2" 25'.1" 23'.4" 21'.11" 19'-10"
9' 25'.8"" 23'.8" 22'.0" 20'.9" 18'-1:1"
10' 24'.4" 22'.5" 20'.11" 19'.8" 17'.9"
11' 23'.2" 21'.4" 19'.11" 18'-9" 16'-11"
12' 22'-2" 20'-6" 19'.1" 17'.11 " 16'.2"
13' 21'.4" 19'.S" lS'.4" 17'.3'" 15'.7"
14' 20'.7" lS'.11" 17'.8" 16'.7" 14'.11"
16' 19'.3" 17'.9" 16'.6" 15'.7" 14'.0"
Load Width 2" x 9" x 0.082" x 0.306" Self Mating Beam
8' 29'.S" 27'.4" 25'.6" 23'.11" 21'-7"
9' 27'.11" 25'.9" 24'.1" 22'.7" 20' -5"
10' 26'.6'" 24'-6" 22'.10" 21"S 19'-4"'
11' 25'.4" 23"-4" 21'-9"' 20"-5'" 18'S
12' 24'.3" 22'.4" 20'.10"' 19'-7" 17'-8"
13' 23'-3" 21".5" 20'.0" 18'-10" 16'-11"
14' 22'.5" 20'.S" 19'.3" 18'.2" 16'.4"
16' 20'.11" 19'.4" 18'.0" 16'.11" 15'.3"
Notes:
Above spans do not.nclude length of knee brace Add horizontal length of knee brace to above spans for total
beam spans
SEAL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
PO. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
PAGE
68
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT TH~ WRITTEN PERMISSION OF LAWRENCE E BENNIOn" P E
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PASCO COUNTY, FLORIDA
Permit No.
",I f
, {
, ."1' ...."..... ~
Date Permitted
--/' "7
I
Builder NamelOwner Name
'~.;;:,:~~~-
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County Parcel No.
'. .
Co '::5".
" ly :,
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Subd.
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AddresslLocation
Classificationffype of Use
How Determined
TRANSPORTATION IMPACT FEE CALCULATION
EXEMPT 0
Why?
Rate $
Zone No.
Sq. Ft/Unit
Prepared By
Impact Fee Amoun.t.,s"
Checked By
The above impact fee has been established pursuant to the Pasco County Transportation Impact Ordinance as adopted by the
Board of Pasco County Commissioners. This amount is payable PRIOR to the issuance of a Certificate of Occupancy or
utilization of the permitted structure.
RESOURCE RECOVERY ASSESSMENT
EXEMPT 0
RESIDENTIAL
/
I
NONRESIDENTIAL
No. Units
Gross Sq. Ft. (GSF)
RatL' ERU
5200/Year
or $0. I 42/Day
ERU Assign No.
Assc~~1llL'nt - (No Units) x ($0.142)
x (No. Days)
Assessment -
(GSF) x (ERU) x <0.142) x (No. Days)
100
TOTAL FEE $
TOTAL FEE $
NO CERTIFICATE OF OCCUPANCY OR FINAL POWER RELEASE WILL BE ISSljED UNTIL THE AMOUNTS LISTED
HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTI~G OFFICE OF PASCO COUNTY.
Acknowiedgemem below does not imply acceptance of concurrence. but simply receipt of a copy of this form. placing
the huildlng permit owner on notice of this assessment and the conditions of payment for same.
Date
Received By
----- -----------------------------------------------------------------------------------------------------------------------------
OFFICE CSE ONL Y
TRANSPORTATION REC. NO.
RESOURCE RECOVERY REC. NO.
DATE
DATE
BY
BY
White
Applicant
Canary
Trans/Finance
Canary
RR/Finance
Pink
Office
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