HomeMy WebLinkAbout01-0125
..
'"
BUILDING PERMIT~~
0125
BUILDING
-
~O
ELECTRICAL
CITY OF ZEPHYRHILLS
(813) 788~6611
:J5' -
Permit
9>
d- Od- .
Date
cP -/f-o/
PLUMBING
MEC~
Sewer Conn
Property Owner:
Job Address:
Parcell.D. #
Water Conn:
Water Meter:
T,I.F.'s:
Zoning:
Description of Work
~e: . Radon Gas:
KJI~ 1JQM.-C-
I'
/j, /j
.
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
-ij- /~ <JJI
DATE
Complete Plans, Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances,
DATE
Permit Fee
~
Company
Address
~~ '1!:Jr-:-'/5:2 ::3
.:::2 tl, 71/ S '.$2..
City License Registration # 02~97
State Certified License#
Valuation or
Contract Price
ELECTRICA~;ltL
PLUMBING ,1211.2.
SLB d. ~O-tDl S~
Tub Set ~ .2.l-(:) I :s
Water
Sewer 2-22-01 ...se
Final
Tp, Serv,
Rough In 3 ~Z1A t rl'l..
Meter Can
Canst, Pole
Pool
Pre-Meter
O,'v.way Final ~ -:7? (.i1
~:::"w~a~:.. In.peetlon IIlp. a.. 0...""1V due 10 any ana 01 Ihafo"oWI:a~~~.. a ~ L/k ~
charge of Twenty Five and 00/100 Dollars ($25,00) shall be made for each trip for each trade:
Ftr.
Pre SLB
Lintel
FRM. _;?{ .-177-12/
Insul. CL
WL
Breakers
Ducts Insl.
Compressor
Final
51 I?
a, Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d, Work not ready for inspection when called,
e. Permit not posted on job site,
f, Plans not at job site,
g. Work not accessible,
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
PROPOSAC_ "
.. ..~ fj "
~
Irr
r~~...
! ,1.1' \ 1~~1.1T
t '.,..~
,l
..4
;' I
. ------i
{". 11 I I
:"~'\B_L.j.__
ADDRESS
5
..f:_'
"
'/
.~
('<' f,oJ.{j'
i;.,f'l'.
PHONE NO
'~-f
,;
_ C/ .__
:~Il!li - -_UAlrjf.!,'
..."i
t;'\t.,;~<;-'''i ""'f.+1-""
J, ~ ! '.,j,
r;---------
I We hereby propose
,-.0 .' ...
,_ ___l 012.. k
~-----------
~ (, , , , ... T :~~:;-r~-"--'---- -
r==---'--- i~_;
f-~-~ .~..
I~ . __~ ~-___=-~~~1~~1
[~=-=----~-- =~=~~=~~~~-=-'=~-=
~~~t~~:e~~~~;~~~'f~~~~~~,~S 8~e~;~e~~-~'~ :~~~~"~;~~~~~~;~:~~~~,a~~;~~:n,~~~~~th~dra,:,~g:~ndspec:
-;1 Ll III ~ ,~
_. __~____.__________.Dollars ($___==__--J._'--_'::...."._.___l
'urnish the t'clt!'li'
)
..---1
~.,
('
"'~--'"
.. ,,'f
~_::
" , ","I..'
r" I...j
tL5-t-'?~_t.;; 1: (_~: f:.",
~r;:..~-
-------j
.- .-..----- ----_..'.
--....-..---'.-....
. -, ------j"
_..,--- ._---_.~--
-.-- I
---,
--~
","', ....
.,.
rJI ',. '7
() J (}I-f . ."
i4~A....j
..-"',>
,....,:...-.:'..;:.;;;;;,........., '-"""+--;'7"-.-
(j Lf I .J,~:-:.
, ....,1..... "...
with payments to be made as follows,
..,~
Respectfully submitted
Any alteration or deviation from above specilications involving extra costs
will be executed only upon written order, and will become an extra charge
over and above the estimate, All agreements contingent upon strikes, ac-
cidents, or delays beyond our control.
/""/
,.;' ..
_.t.~/
Per
Note-This proposal may be withdrawn
by us if not accepted within_days,
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted, You are authorized to db the Work
as specified, Payments will be made as outlined above,
'\
1- () 1
Signature
/'
..l/
-...........
Signature
Date.
j~
r:;Adams NC 3818-50
MADE IN USA
Proposal
. . .
'.
"
/' _ [IJ I
Lr' J-I J~OI
A-ro 2-
~ Sb'-f: )"
fTLv(.M..l f'..i .;~
~0 fT(\ T L.- p(L,
Lt:!::f{ {? I
SQ. FEET PRICE '
MAIN OR UVlNG ADI:A $
OTHER AREA UNDER ROOF $
OTHER
C. ~ - lructL
oAr-If L4f'n; .1
VALUATION $ 22-. ~I.f '3;,. 02-
I
BUILDING: $
,- 0>
Z02--,J .
CREDIT: $
'-c;~ to-
ELECTRICAL; $
-o<=>
PLUMBING: '$
~?s, ~v. .
MECHANICAL; $
f+ . RADON $
TI F 'S :1 S
tJ[1t
I
"
APPLICATION FOR PERMIT
CITY OF ZEPHYRBILLS
BUILDING DEPARTMENT
-z!,z/O!'
DATE RECEIVED
PLANS REVIEW FEE
JOB ADDRESS ,
~f54d/~(;~u:~j PHONE 7115'- ?13-sz,3'!
3 0'1!3 !t T7 . L#!TP 11/
OWNER'S NAME
LEGAL DESCRIPTION: LOT(S) BLOCK
PARCEL ID # !2,/-.2'-2/~ 60~O-Ol!)t;bc:.._I/7"O
WORK PROPSED: ~CONSTRUCTION o ADDITION
SUBDIVISION
(OBTAIN FROM PROPERTY TAX NOTICE)
DALTERATION
o REPAIR
o INSTALL
o SIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
BUILDING SIZE
CJ RESTAURANT & HEALTH
/4I(j/or IBr 11
/2 ~ 7~
DEPARTMENT APPROVAL
DESCRIPTION OF WORK
SQUARE FOOTAGE
J / l/'1
HEIGHT
IYC
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.
o BUILDING
PERMITS REQUESTED
$ 2~ ~g 0 Z VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE 0 FLORIDA POWER 0 W.R.E.C.
o ELECTRICAL
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN
o NO
COMPANY
STATE CERT OR REGIST 1t. 07
CITY PROCESSING # ~~7
. I
** ****~~~**ji/l~********************************
M J.. kX COMPANY
(fie;. 7Db? eC- STATE CERT OR REGIST #
- CITY PROCESSING # L I/ -z.-- ..
~~.............................................
JtU//5 fJ/ltw6t'wc, ~~*~~~~~~S~~N=E~IST # 1. u 2
ELECTRICIAN
SIGNATURE
PLUMBER
SIGNATURE
**********~*******************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF ?ERMIT AFFIDAVIT
~. ,NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" whic1\.-
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed rest:rictions.
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 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.
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
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. Enviro~~ental 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 withir.
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
month period, or the project will be considered abandoned.
WARNING TO ER: YOUR FAILURE TO RECORD A NOTICE OF CO
PAYING FOR IMPROVEMENTS TO YOUR OPERTY. IF YOU I
WITH Y ENDER OR AN TTORNEY BEF RECORDING YOUR 0
$2,50 VALUE DO NO EED TO RE AND POST A "N T C
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
(name of person acknowledged)
[1ho is personally known to me, or
o who has produced
(type
and whoO did 0 did not
of identification)
take an oath.
o who has produced
(type of identification)
and who Odid [}:iid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
-a, " ..
1111111111111111I11111 1111111111 111111111111111 1111111111111
2001011826
State of D-.
.
TUB tmnERSIGNED hereby gives notice that improvement will be made to c~rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
(ollo~ing infor~ation is provided in this Notice of Commencemcnt:
1. Description of Property: Parcel No. #::zt.j-?6-2/..(t>6~i>-CJ~:tx) -/710
3. teL 0 (Jllq ~~
(Legal descr~pt~on 0
NOTICE OF COMMBHCEMJUfT
County of
NscCJ
,
2. General Description of Improvement
,
Rcpl: 474164
DS: 0, 00
02/12/01
Rec: 6,00
IT : 0 . 00
Dpty Clerk
3.
O\mcr Information: Name IJ1Jr,,,:\);ql/
l~ddress 3D{ tpL/s- lluf:lY'-tz. City 2-
Interest in Property:
(PralJh}rd
fhe((< State Pi.
Name of Fee Simple Titleholder:
(If other th~n owner)
JED PITTMAN4 PASCO COUNTY CLERK
02/12/01 0 : 0'!pm 1 of 1
OR BK 453:) PG 1432
Address
City
State
R4.
Contractor:N"me lI~z }!//t(t?/ z:{r
Address ,31)0~0 TUJt,rRlCity -< _ /-111/ ~
5. Surety: N~me
33~l/o
State J:'L.
.
Address
City
State
Amount of Bond: S
6. Lender: Name
Address
City
Statc
7. Persons within the State of Florida designated by Owner upon whom
notices or o:her documents may be served as provided by Section
71J.IJ(1)(a)(7), Florida Statutes:
tJ<1me
Address
City
State
l" 3.
In addition to himself, Owner designates
of to receive a copy of the
Lienor's Not~ce as prov~ded ~q Sect~on 713.13(1} (b), Florida Statutes.
l). l"xplrnt .L'ln dnt.e o{ lICJt.ice or Conlmencement. (t.he explratiun d~te is 1 year.
rr?m the d~ta uf r~cording unless a different date is specified.)
{Signatur~ of Owner: /J7~,*,.lA~ c;: ~+~
, 3worn to and subscribed before me this q day of ,,~
~A~n..t;IJ
20 0.1- .
My C:l:nm,i ssion Expires:
oa3
Nota)' Public - State af Aorfdo
--:-' Notolry Public:
PC93053048
Cor-,.,missian # CCB29883
., ~ --
r 'W 0
U
LU
J: 0
. I- U
(j')
u... ~
0 a...
a...
-
:r:
(/)
z
Z~
00
Vi'1-
-
~
\ ~~ . -
69.04' \
.
-r"
01 ~
~
~ .~ \U U\
U .....
69.0.1'
Q
..
...... u
~ ~
U
- i--- ~-
69.0J' \
- \
~ ..
~ u vt)
tn
~ 69.02'
~
..
W), - U
~-.lI .....
UIV\ -
tn - 69.02'
u
t/) '0' LJ17LlTY - ......
~ ~" ~ u
U
\~ 12' 12'
>..~ l 69.0.1'
CQ~ ..
..
~ u
~ , . \
u -
tJ)<= ~ 69.01'
~
~~ ~ \ W)
..
~ u
~ Cb U .
-
~
~o 69,00'
V\
~ '0
...
~ - ..... U
C't (Q ~
U -
~ u
69.00 ' l:
.
~ (
\ ......
. ..
Q I U
~
U -
" &:D no I
N ..
,~
~<(
f-W
(1)..-
L.LI
~N
W
W'-'
~ :c z
~ I- ~
~ u...
~ 0 ..
t:). z ~
~.. g ~
~
0(,0
;). ... n. N
~o <(
",'
;:: o. ~
~.
~
~
, . ,
C\ r
\ r'. bO~
'0 '0 \/
'--J
4
r
~
'0
A'
iTl=-=-.---n
1
6!1tf)
pJI J;::,;.,~ ~
. "\ #~0f~ -p,D 0 .
~
~\
>l;)
/K>
"J.
tZ--Lh..c -rtLt~ L IN ~TItU-i\- II ~ -S ~LL-
CJh~Uf tflrrlt vftL ~]LK_A~U1-
tCzCz'1 f\ff-C
t -
~
.F.. __._~__ ____~J
~
~-
-I-
s-
... ,
.
.r'
c--
.~
CE2-
~
6" ,..1/ It.A
~ J/ n UII.fn4!
I f'/4-1t + I is It'f'"
I
I
! .
RJ
-I
I
I
I '
I
I
, ....
!~
f'o
.s:.
-
,
-.l
~
....
--
-r
I,
i
i
, ( !
I
\' I'
~r, I
I
I ".
-
t
t'b
y..
~)
,
--- 15'
~
4 1)( )/
~- --..----,---
I
~~
I
'"S- ___ ,____,___,___ _ '"
..
~--
Ii
I"
I,
I
i '
i
I !
I
\
\~ \~
-t-- ---"'-- ,1_ '~---l---_
,{
~ (~
.\
Vi< I
~~ I
f) ~--.:- ...
...---_...
I~J
+
i
,
r I !
~'-}\J /',)
lJ~ ,
j \/ ~i
i J-cc~c-
(36 tf 001\ f ll'f "\'
'[I' (
r v 0'
vi
I~ Jt
~I
\r~~J
r---,
I ^~,
i ,,(,
L"'. 'll.~
'5 :
t 5'
N
I l
"31)(3 -
"
.3 J( 3
(~ '
i
,
,.1
I
J
'?'
r
62
~
I ~
.~
fl z:R '
---~-- "" ---------, /...,\\J.-
f?ai (; RC't' ChI
&)
.00;1
t' D 0U ,,('
J \J \r'~)
~-'
.,r"
$
-{
'1
0 I
I 0
I
-~- I
~ -
4I'xl.(/
tv I' "
uJ -T~ 1
-t I
i
~---
'ou
(I
j c..t I )( l./ ; I
I
W/#1 I
l
IN
- - [:.
"f
I
I
-1
i
I
- i
I
I
I , --- ,,-
j " t
vJ I
!
L I , ~t
--J l.//x ~ /
( .- tv/~
- t
-,,-
- -
,,1
~
, , .
.r
"0
~\
(7)
17"
rol
-
I
------ /,
----'1
t- =-i
$1
, 1
~_ /J.r /)
--,fTC--
g
, ~. .. -,.- -
, .---..".---.-.j
~ _ ~__7\
----
S-
1
c-- ..
I--
II
-'-
.'......._-,-
@
~
--...-.- I /
~W {-f'U\
~ t/' +--0 Lit 1l..fr4, I
.('A-A + I iSJt-r
;@i
i
--+
i
i
!
i
+-
,
I
I
~ J
~---'"
\
\
\
\
i
)
~
-' I
r.
@)
@.
. 1
~ i I r
1/1
I
L
?...
" ...,)
V-h
-=>... ~
x. ~.'>
~.."
_._w
, '
I
f (~ ~\8
I \
. Ii
,\
('lJ
~
~ ~ ,'-> &1)~
. ',\ ) . /
, .. .,.,.\'._ '.,,0 .',
"\, /' ,J'SV~1f5"
~
/."~ It ~{'l
, L' I ^ I\-(til ItJ? \ .~
'( fifl 1tu'
lfJfl \.~\ ~ ,'C \;
L~~ -1
S)~ - IC,cn j j) (...
~f-L- '7
.,.
~~ ~~.._-- -.
~)~~yj) -
....
t"">
~
-
/
tr>
"
["..,
i-
f
\.., ,/
/' '
16'1; ,FLO.OfL
~
W
,_ '-=- Go I
" 'j
I'
'I V
,/
J -:>T
Lr
~ /"
- ~,~ ~,~~)\ ~>-
j ,.\o\kt
l
~i
~...
~~
..." .
..,r'
[){l--fM b\l~1 (1
l ~Ll v tTI-\ 17Y ,,1V1 L
:It tJD'1 ,f
1~:jJ~J.
!ll
"
"
'"
"-
"',
'....,-
.
",
(!)
/'
~~~____I
i--~-
I
I
I
~-~11?
T
L______.
! -- --------------
! I
I I
\
~1
,
;-5
\.,.. I
,
S
. 1
,.ili...
S' Nf,Lf vi
- Elf L.Tf<. It..
~o A-trI P /22LJ
L/ - Prw^l3
I
i
I
I
I
G vJA-rEt<
L
i-j
~\-~
flI' ~\t~
\~
~. 1
, -:.
l -- I ~ ~
..-
.
....
@
"
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
~
~
,~
w
a:::
::l
I-
U
::l
a:::
I-
en
I-
en
o
:I:
C!l
z
i=
en
X
w
I A2-LA1-LA3-1
t~-- W = PROJECTION FROM,___~/
. HOST STRUCTURE
A 1 = W 12
A2. = W/4
A3 = W/4 + O,H,
ANCHOR WITH HEADER
CHANNEL
WOOD FRAME SHED W/2 x 4
PRESSURE TREATED PINE
PLATE ANCHORED TO
CONCRETEW/1~.CONCRETE
FASTENERS @ 4'_0. O. C,
MID-SPAN BEAM (SELECT 'L'
FROM TABLE 2,1,1 AND I OR
TABLE 2,1,2)
FRONT WALL BEAM (SELECT
'L' FROM TABLE 2,3)
SHADING TYPE II
DENOTES INTERIOR POST
MAX. ROOF AREA (SEE TABLE
2,1,1 AND I OR TABLE 2,1.2)
SHADING TYPE I
DENOTES EXTERIOR POST
ROOF AREA (SEE TABLE 2,2,1
AND/OR TABLE 2,2,2)
MIN, 3" x 3" x 0,060"
THRU-BOL TED TO HEADER
POST ANCHOR TO CONCRETE
(SEE DETAIL REQUIRED POST)
(TYPICAL)
DOUBLE CARPORT WITH CENTER POST - PLAN VIEW
ROOF CONNECTION DETAILS
(SEE SECTION 7)
MID-SPAN BEAM SIMPLE SPAN
(SEE TABLE 2,1,1 AND I OR
TABLE 2,1.2)
POST TO BEAM (SEE
TABLE 2,3)
POST SIZE AND SPACING
(SEE TABLE 2,2,1 AND I OR
TABLE 2.2,2)
ROOF PANELS
(SEE TABLES SECTION 7)
SEE FOOTING DETAILS
PAGE 2-15
..J
,- -
w
a:::
::l
I-
U
::l
a:::
I-
en
I-
en
o
:I:
~~
l'
N
--
....
,
M
DOUBLE CARPORT WITH CENTER POST - ELEVATION VIEW
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
@ COF-l-YRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E
I
I '
I
FOURTH WALL
FRAME
(IF REQUIRED)
J
PROJECTION VARIES
PAGE
2-1
SECTION 2
w
0:::
:;)
I-
U
:;)
0:::
I-
(J)
I-
(J)
o
:::c
C>
z
~
(J)
x
w
SEAL
PAGE
2-4
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SEE CONNECTION
DETAILS
(SECTION 7)
PAN OR COMPOSITE
PANEL
(SEE TABLES SECTION 7)
r
"
2 x 4 LUMBER #2 S.P.F.
(MIN.) OR
2" x 2" ALUMINUM MAY BE
SUBSTITUTED WITHOUT
HURRICANE CLIPS
FOURTH WALL FRAMING
WHERE REQUIRED
UTILITY SHED WALL SECTION
Lawrence E. Bennett, P.E.
CiVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
-"
HURRICANE CLIPS FOR
YVOOD (SEE PAGE 2-5)
2 x 4 TOP PLATE @ ROOF
(DOUBLE TOP PLATE IF
LENGTH OVER 16'
TOP PLATE P.T. OR WI
VAPOR BARRIER @
ALUMINUM ROOF
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)
@ COPYRIGHT 2000
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
-----.
w
0:::
:;)
I-
U
:;)
0:::
I-
(J)
I-
(J)
o
:::c
C>
z
~
(J)
x
w
SEE CONNECTION DETAILS
(SECTION 7)
POST AND BEAM DETAILS
AND TABLES SECTION 2
12" x PAN
(SEE TABLES SECTION 7)
USE tW TO SELECT PAN
FOR REQUIRED SPAN
tW' VARIES
FOR FRONT BEAM USE:
A = W 1 2+0VERHANG
FOOTING AND
CONNECTION DETAILS
SECTION 2
CARPORT WALL SECTION
.--....
SHED IS FRAMED WITH FOURTH WALL (IF REQUIRED) OR ATTACHED TO HOST, MAXllvlUM
FLOOR AREA 200 SQ. FT., IF FLOOR AREA IS GREATER THAN 200 SQ. FT. USE SECTION 4,
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
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
BUILDING CODE 1999 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW.
CONNECTION
WALL SHEATHING 1/2" OR LESS
TOP OR SOLE PLATE TO STUD
A. END NAIL
B. TOE NAIL
FASTENER NUMBER 1 SPACING
#6 COMMON 6" O.C. EDGES AND 12" O.C, FIELD
#16 COMMON 2
#8 COMMON 2
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
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOlE OR IN PART WlrHOUT THE WRIDEN PFRMISSION OF LAWRENCE E BENNET' P ,_
PAGE
2-5
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
I
......
N
w
....J
CD
~
....J
Z
oCt:
a..
U)
~
oCt:
w
CD
L-
~-
-----
t---W t w-t
III ~I OVERHANG III
:~ ~: VARIES ~:
A2-iA1 J_ f-A2
:!: i--T-- V/-
~ I ~ ~
III I ~I
W I W
III /1
II III
NOTE:
FOR BEAM SPAN LENGTH
"A" FOR TABLE 2 EQUALS
THE LARGER OF:
A1=W
A2 = W/2+0.H.
DOUBLE CARPORT
* SLOPE
BEAM IF REQUIRED
FOR KNEE BRACING
1/2 I
12
'W' FOR BEAM SIZE
KNEE BRACE
'W' FOR BEAM SIZE
* MINIMUM SLOPE SHALL BE
1/2" PER 12" EXCEPT FOR
0.026" PANS FOR WHICH
THE SLOPE SHALL BE 3/4"
PER 12" FOR SPANS
EXCEEDING 12'-0" OR
MANUFACTURERS
RECOMMENDED SLOPE
END VIEW DOUBLE CARPORT (GABLED)
~
--../
1--
......
N
W
....J
CD
oCt:
I-
..J
Z
oCt:
a..
U)
~
oCt:
w
CD
L
~
. .
SECTION 2
II MONO-:LOPED t
III ROOF 1'1
~I OVERHANG III
II VARIES II
A2--r-A2
~I F7~ -
III V/
III I
II I
III
III
II
I
SHADING DENOTES
MAXIMUM ROOF AREA
FOR COLUMNS AND
FOOTING
SINGLE CARPORT
* SLOPE
1/2
12
'W FOR BEAM SIZE
SEE TABLE 2.1.1 AND
OR TABLE 2.1.2 AFTER
COMPUTING 'A'
LARGEST VALUE
POST SIZE AND SPACING
PER TABLE 2.1.1 AND I OR
TABLE 2.2.2
NOTE:
KNEE BRACES ARE
REQUIRED IF POSTS ARE
NOT SET IN CONCRETE
FOOTING
END VIEW SINGLE CARPORT
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
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E
SEAL
PAGE
2-9
" .
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
CONNECTORS
(PER TABLE 2.3)
/ PAN ROOF PANEL
@
SEE TABLES FOR BEAM SIZE
@
KNEE BRACE NOT
REQUIRED FOR
ATTACHED
STRUCTURES AND
ROOF PROJECTION
FROM HOST LESS
THAN 20'
KNEE BRACE
~/1
~ I
o I
o I
0)
L-
L-~
CENTER OF I
BRACE
CONNECTION
START OR END
OF BEAM SPAN
@
KNEE BRACE
REQUIRED IF POST
NOT SET IN
CONCRETE FOOTING
2" X 3" x 0.050"
MINIMUM KNEE BRACE
(SEE TABLE 2.3)
COLUMN
INTERNAL ANGLE OR
U-CLlP
CONNECT KNEE
BRACE TO COLUMN
AND BEAM WITH 0.050"
'U' CHANNEL, 'H'
CHANNEL, OR GUSSET
PLATE, FASTEN WITH
S.M.S. AT EACH
CONNECTION POINT
PER TABLE 2.3
~
KNEE BRACE TO POST DETAIL - BEAM PERPENDICULAR TO ROOF
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O, BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
SEAL
PAGE
2-12
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E,
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
---~
-"'-------_.~
(j)
w
0:::
oCt:
>
ROOF PANEL SEE SECTION 7
-------------"0;
ANCHOR (SEE DETAIL FOR
PAN OR COMPOSITE
PANEL)
FOR NUMBER OF BOLTS
AND SIZE OF POST (SEE
TABLE 2,3)
BEAM AND POST SIZES
(SEE TABLE 2,1,1,
TABLE 2.12 AND lOR
TABLE 2,2,1, TABLE 2.2,2)
I .
COLUMN NOTCHED TO
SUIT
SIDE NOTCH POST TO BEAM CONNECTION
...-- ~ - - - - - - - - -- - - - --- - --
~
;
U)
w
c:::
<(
>
ROOF PANEL SEE SECTION 7
~
SIDE BEAM
@
@
@
'@
1 3/4" x 1 3/4" x 0.063"
RECEIVING CHANNEL
THRU BOLTED TO POST WI
THRU BOLTS FOR SIDE
BEAM (SEE TABLE 2.3 FOR
NUMBER OF BOLTS)
-~
ANCHOR PER DETAIL
FOR PAN OR
COMPOSITE PANEL
FOR NUMBER OF
BOLTS AND SIZE OF
POST (SEE TABLE 2.3)
BEAM AND POST
SIZES (SEE TABLE
2.1.1, TABLE 2.1.2
AND I OR TABLE 2.2.1,
TABLE 2.2.2)
COLUMN NOTCHED TO
SUIT
.
CENTER NOTCH POST TO BEAM CONNECTION
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
PO BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
SEAL
PAGE
@ COPYRIGHT 2000
2-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E,
SECTION 2
ALUMINUMISTEEL
COLUMN
SEE SECTION 9 FOR
ANCHORS
CONCRETE SLAB OR
FOOTING
ALUMINUMISTEEL
COLUMN
CONCRETE ANCHORS
(SEE SECTION 9)
CONCRETE SLAB OR
FOOTING
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
'U' CHANNEL (SEE
SECTION 9 FOR
CONNECTIONS)
CONCRETE ANCHORS
(SEE SECTION 9)
POST TO CONCRETE CONNECTION
INTERNAL OR EXTERNAL RECEIVING CHANNEL
SEE SECTION 9 FOR
ANCHORS
2" x 2" WITH WALL
THICKNESS EQUAL TO OR
GREATER THAN COLUMN
WALL
~
POST TO CONCRETE CONNECTION
INTERNAL OR EXTERNAL ANGLE CLIPS
ALUMINUM I STEEL
COLUMN
CORROSION RESISTIVE
STEEL THRU BOLT PER
SCHEDULE
SEE SECTION 9 FOR
CONCRETE ANCHORS
CONCRETE SLAB OR ~
FOOTING
INTERNAL EXTRUDED
ALUMINUM BASE OR
BREAK FORMED U-CLlP
WITH WALL EQUAL TO OR
GREATER THAN POST
WALL
NOTE:
ATTACHMENT DETAILS
SHOWN REQUIRE
DIAGONAL BRACING FOR
FREE-STANDING COVERS
.
POST TO CONCRETE CONNECTION
TUBE COLUMN BASE SCHEMATIC INTERNAL BASE
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 2000
2-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT. P.E.
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
2'_0" MIN.
BEFORE SLOP'7r
~
(1) #50 BAR CONT.
8"
00_
Wo
(r'";'"
oCt: .
>00
(1) #50 BAR CONT.
TYPE I
FLAT SLOPE I NO FOOTING
0-2" 112"
TYPE II
MODERATE SLOPE FOOTING
2" 112" - 1'-10"
TYPE III
STEEP SLOPE FOOTING
> 1'-10"
NOTES:
1. NO FOOTING OTHER THAN 4" SLAB IS REQUIRED EXCEPT WHEN ADDRESSING EROSION
UNTIL THE CARPORT OR PATIO COVER EXCEEDS 20'-0". THEN A MINIMUM OF A TYPE II
FOOTING IS REQUIRED.
2. FOR WOOD FRAME UTILITY SHEDS THE MINIMUM DEPTH OF THE FOOTING SHALL BE 10" FOR
TYPE II FOOTING AND 14" FOR TYPE III FOOTING.
3. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH.
4. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB-FOOTING DETAILS
-
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O, BOX 4368. SOUTI:f DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
SEAL
PAGE
2-18
@ COPYR1GHT 2000
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
Table 2.1.2
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 I 120 MPH 125 MPH 140 MPH
Applied Load = 17# I Sq. Ft. 20# I Sq. Ft. I 23# I Sq. Ft.T 26# I Sq. Ft. 32# I Sq. Ft.
Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam
6' 15'-1" 13'-11" 12'-11" 12'-2" 10'-11"
8' 13'-1" 12'-1" 11 '-3" 10'.7" 9'-6"
9' 12'-4 " 11'-4" 10'-7" 9'-11" 8'-11"
10' 11 '-8" 10'-9" 10'-1" 9'-5" 8'-6"
11' 11'-2" 10'-3" 9'-7" 9'-0" 8'-1"
12' 10'-8" 9'-10" 9'-2" 8'-8" 7'-9"
13' 10'-3" 9'-5" 8'-10" 8'-3" 7'-6"
14' 9'-11" 9'-1" 8'-6" 7'-11 " 7'-2"
Load Width 2" x 7" x 0.055" x 0.120" Self Matina Beam
6' 16'-11" 15'-8" 14'-7" 13'-8" 12'-4"
8' 14'-8" 13'-6" 12'-7" 11'-10" 10'-8"
9' 13'.10" 12'-9" 11 '-11" 11 '-2" 10'-1"
10' 13'-2" 12'-1" 11 '-3" 10'-7" 9'-7"
11' 12'-6" 11'.7" 10'.9" 10'-1" 9'-2"
12' 11 '-11" 11 '-1" 10'-4 " 9'-8" 8'-9"
13' 11 '-6" 10'-7" 9'-11 " 9'-4" 8'-5"
14' 11 '-1" 10'-3" 9'-6" 8'-11" 8'-1"
Load Width 2" x 8" x 0,072" x 0.224" Self Mating Beam
6' 22'-0" 20'-4" 18'-11" 17'-10" 16'-1"
8' 19'-1" 17'-7" 16'-5" 15'-5" 13'-11"
9' 17'-11" 16'-7" 15'-5" 14'-6" 13'.1"
10' 17'-1" 15'-9" 14'-8" 13'-9" 12'-5"
11' 16'-3" 14'-11" 13'-11" 13'-2" 11'.10"
12' 15'-7" 14'-4" 13'-5" 12'-7" 11'-4"
13' 14'-11" 13'-9" 12'-10" 12'-1" 10'-11"
14' 14'-5" 13'-3" 12'-5" 11'-8" 10'-6"
Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam
6' 24'-5" 22'-6" 20'-11" 19'.9" 17'-9"
8' 21 '-2" 19'-6" 18'-2" 17'-1" 15'-5"
9' 19'-11" 18'-4" 17'-2" 16'-1" 14 '-6"
10' 18'-11" 17'-5" 16'-3" 15'.3" 13'-9"
11' 18'-0" 16'-7" 15'-6" 14'-7" 13'-2"
12' 17'-3" 15'-11" 14'-10" 13'-11" 12'.7"
13' 16'-7" 15'-3" 14'-3" 13'-5" 12'-1"
14' 15'-11" 14 '-9" 13'-9" 12'-11" 11 '-8"
Load Width 2" x 9" x 0.082" x 0.306" Self Mating Beam
6' 26'-4" 24'-4" 22'-8" 21'-4" 19'-2"
8' 22'-10" 21'-0" 19'-7" 18'-5" 16'-8"
9' 21 '-6" 19'-10" 18'-6" 17'-5" 15'-8"
10' 20'-5" 18'-10" 17'-7" 16'-6" 14'-11"
11' 19'-6" 17'-11" 16'-9" 15'-9" 14'-2"
12' 18'-8" 17'-2" 16'-0" 15'-1" 13'.7"
13' 17'-11" 16'-6" 15'.5" 14'-6" 13'-1 "
14' 17'-3" 15'-11" 14'-10" 13'-11" 12'-7"
Notes:
Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for
total beam spans,
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 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. PE
PAGE
2-21
SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
Table 2.2.2 Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings - ALUMINUM POSTS
Aluminum Post
Wind Load = 102 MPH I 110 MPH 120 MPH I 125 MPH 140 MPH
Aoolied Load = 17 #/So. Ft.I 20 #/So. Ft. 23 #/So. Ft. r 26 #/So. Ft. 32 #/So. Ft.
Maximum Allowable Roof Area in Souare Feet for Various Loads on Post
Heioht Load in Lbs 3" x 3" x 0.090" Hollow Extrusion - Aluminum Allo\ 6063 T-6
11'-10" 5184 305 259 225 199 162
13'-10" 3888 229 194 169 150 122
15'-10" 3024 178 151 131 116 95
17'-10" 2268 133 113 99 87 71
Heloht Load In Lbs 3" x 3" x 0,125" Hollow Extrusion - Aluminum Allo\ 6063 T-6
13'-9" 6,912 407 346 301 266 216
16'-1" 5,184 305 259 225 199 162
18'-4" 4032 237 202 175 155 126
20'-7" 3024 178 151 131 116 95
Heloht Load In Lbs 4" x 4" x 0.125" Hollow Extrusion - Aluminum Allo\ 6063 T-6
15'-9" 9312 548 466 405 358 291
18'-5" 6.984 411 349 304 269 218
21 '-0" 5432 320 272 236 209 170
23'-8" 4074 240 204 177 157 127
Steel Post
Wind Load = 102 MPH I 110 MPH 120 MPH 125 MPH I 140 MPH
AODlied Load = 17 #/So. Ft. I 20 #/So. Ft. I 23 #/So. Ft. 26 #/So. Ft.1 32 #/So. Ft.
Maximum Allowable Roof Area in Souare Feet for Various Loads on Post
Helaht Load In Lbs 3" x 3" x 14 Gauae Post - 46 k.s.i. Steel
19'-10" 10,050 591 503 437 387 314
21 '-9" 7430 437 372 323 286 232
23'-9" 5638 332 282 245 217 176
25'-9" 4371 257 219 190 168 137
-Heioht Load in Lbs 3" x 3" x 11 Gauoe Post - 46 k.s.i. Steel
19'-8" 15870 934 794 690 610 496
21 '-7" 11 730 690 587 510 451 367
23'-6" 8970 528 449 390 345 280
25'-6" 6900 406 345 300 265 216
Heioht Load in Lbs 4" x 4" x 14 Gauoe Post - 46 k.s.i. Steel
26'-8" 12650 744 633 550 487 395
29'-3" 9350 550 468 407 360 292
32'-0" 7150 421 358 311 275 223
34'-8" 5500 324 275 239 212 172
Lawrence E. Ben nett, 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 2000
2-24 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
Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T-6
Beam Minimum # Thru-Bolt (Q! l=D+Y," Minimum Min. # Knee
Size Post Size 1/4"11I 3/S" III Knee Brace" Brace Screws
2" x 3" x 0.050" Hollow Tilt 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3)#8
2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3)#8
2" x 4" x 0.038" x 0.100" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 2" x 3" x 0.050" (3)#8
2" x 5" x 0.050" x 0.100 Self Mating Seam 3"x 3"x 0.060" Scalloped 2 2" x 3" x 0050" (3)#8
2" x 6" x 0.050" x 0.120" Self Mating Seam 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" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" (3) #10
2" x 8" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" (3) #12
2" x 9" x 0.072" x 0,224" Self Mating Seam 3" x 3" x 0.125" 4 3 2" x 4" x 0,050" (3)#14
2" x 9" x 0.082" x 0,306" Self Mating Seam 3" x 3" x 0.125" 4 3 2" x 4" x 0.050" (3) #14
The minimum number of thru bolts is (2)
" Minimum post/beam may be used as minimum knee brace
Table 2.4 Footings - Maximum Roof Area for Carport Posts
I Wind Zone = 102 MPH I 110 MPH 120 MPH I 125 MPH I 140 MPH I
Applied load = 17 #/Ft.' 20 #1Ft. ' 23 #/Ft.' 26 #/Ft. ' 32 #/Ft~
Existing Siab on Grade with unknown 20 17 15 13 10
reinforcement
Isolated Footing Rating # Uplift
Dimensions" Maximum Attributable Roof Area In Square Feet
1 '-0" x 1 '-0" x 1'-0" 520 30 26 22 20 16
1'-4" x 1'-4" x 1'-4" 1000 59 50 43 38 31
1 '-6" x 1 '-6" x 1 '-6" 1320 77 66 57 51 41
1'-8" x 1'-8" x 2'-0" 2040 120 102 89 78 64
1'-8" x 1'-8" x 2'-6" 2540 150 127 111 98 80
2'-0" x 2'-0" x 2'-0" 2640 155 132 115 102 83
2'-0" x 2'-0" x 2'-6" 3300 194 165 143 127 103
2'-6" x 2'-6" x 2'-6" 4000 270 230 200 177 144
2'-6" x 2'-6" x 3'-0" 4800 324 276 240 212 172
""Notes:
Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth).
Slab on grade must be new or in good condition.
Pre-Cast Block Footing
Pre-cast footing block ( 16" x 16" x 4") at 24" below grade with SO # bag pre-mix concrete and backfilled to grade.
Dimensions Uplift Ratlna # Maximum Attributable Roof Area In Sauare Feet
1) 80# Saa . 1734 102 87 76 67 54
1180# Saa 1,819 107 91 79 70 57
1)80# Baa 1904 112 95 83 73 60
Note: Maximum uplift on post is determined by multipying maximum attributable roof area x applied load.
Example: Post tributary roof area = 77'
Applied load for 110 MPH wind zone = 20#/Sq. Ft.
Uplift on post = 77 x 20 = 1,540#
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 2000 PAGE
r~c. r TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OE LAWRENCE E. BENNETI, P.E 2-25
SOLID ROOF PANEL PRODUCTS
SECTION 7
[,
J
12"
f
1
12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
IT
J
12"
f
1
12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
J
1
12,00"
]
1
INDUSTRY STANDARD CLEATED ROOF PANEL
~LI- ::::::::::::::::::::::::::::::::::::}:::::::
<( a.. .................. ::~
a. ~ :::::::::::::::::::::::::::::::::::::::::::::::1
. 1 I
SELECT PANEL DEPTH
FROM TABLES
I
/r-
ALUMINUM SKIN
E.P.S. CORE
........................
.......................
........................
'-::::::p':':':',::::::::::::::::::::::::::::::::::::::: ~ SIDE PANEL
':-:-:.:-:-:-:.:.:.:.:':-:':.:-:-:-:-:.:-:.:-:. CONNECTIONS VARY
.. ........ .. .. ..... .. .. . (DO NOT AFFECT PANEL
I L SPANS)
48"
COMPOSITE ROOF PANEL [INDUSTRY STANDARD],
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
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE
SEAL
PAGE
7-1
SOLID ROOF PANEL PRODUCTS
SECTION 7
PAN ROOF ANCHORING DETAILS
RIDGE CAP
HEADERS AND PANELS ON \
BOTH SIDES OF BEAM FOR
GABLED APPLICATION
#8 x 9/16" TEK SCREWS --...........
@ PAN RIBS EACH SIDE ..............
CAULK ALL EXPOSED
SCREW HEADS
SEALANT
PAN HEADER (BREAK-
FORMED OR EXT.)
......
......
......
......
.......
#8 x 1/2" S,M.S. (3) PER PAN
AND (1) AT PAN RISER
ALTERNATE CONNECTION: #8
x 1-1/4" SCREWS (3) PER PAN
INTO BEAM THROUGH BOXED
END OF PAN AND HEADER
~
PAN OR COMPOSITE ROOF
PANEL
#8 x 1/2" S.M.S. (3) PER PAN
ALONG PAN BOTTOM
ROOF PANEL TO BEAM DETAIL
WHEN FASTENING PANELS
OR PANS TO WOOD PLATES
SCREWS SHALL HAVE A
MINIMUM EMBEDMENT OF 1"
FOR PAN ROOFS:
(3) EACH #8 x 1/2" LONG S.M.S.
PER 12" PANEL
. . . ::: . . . . . . . ::::::. . . . . . . . . . . . . . . . . . . . ......:..
.... .... :::::.::'::':::::::: ::\:::: <:::::::.::.::::::..'. ':::::::::':'.:..
:,;.'...,......;.....;....,.,....;.:...:...:...:.:.......:..,;..:.:...;.:.~,'.;.:.:..,;.:,..;.:....,..-.; ~....,.,........:..........,...,.,........:.......:..,...,:..,:.:...:.:..,:,:...:.:...:.:. ..:,:...:.:,..:.:...:..'.,:.......:...:.~:.~:.:::.~:..:.:.~. ". ". '.:'.: ::, , . .:::.: : : : . .
. . . . .:.\::.~.:/?:.:::\:.:.:.::.~,:i::::::::::.
FOR COMPOSITE ROOFS:
#10 x (t + 1/2") S.M,S. WI
1-1/4"0 FENDER WASHERS
@ 12" O.C. (LENGTH =
PANEL THICKNESS + 1")
@ ROOF BEARING ELEMENT
(SHOWN) AND 24" O.C. @
NON-BEARING ELEMENT (SIDE
WALLS)
ROOF PANEL
(PER TABLES SECTION 7)
SUPPORTING BEAM
(PER TABLES)
ROOF PANEL TO BEAM FASTENING DETAIL
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 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PAiu WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. pt;
PAGE
7-9
.' .
SECTION 7
SOLID ROOF PANEL PRODUCTS
0.019" ALUMINUM COVER PAN
OR CONTINUOUS ALUMINUM
SHEET
#8 x 1/2" CORROSION
RESISTIVE WASHER HEADED
SCREWS @ 24" 0, C.
ALTERNATE #8 x 1/2" S. M, S,
WI 1/2" 0 WASHER.
r ]' , . . . . . . . . . .. . . . . . .:. .. . , . . . .. , . . . . . .. . . , . . . . .. . . . . '," .. . .. 'Ir
.:::....:....:..:::..........,'..::::......:....:..:."......:::......:::..:....."::::...... :
:::c :.:-:.:.:.:.:-:.:.:.:.:.:-:.:.:.:.:-:.:-:.:-:.:.:-:.:-:.:.:.:.:.:.:-:-:.:-:.:':.:':.:-:-:-:.:-:.:-:.:-:-:.:-:.:-:.:.:.:
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
L-:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
1 w 1.
TYPICAL INSULATED PANEL
NOTES: 1. INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF P.AN.
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 THE 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) #8 x 1/2" 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
7-10
@ COPYR1GHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.