HomeMy WebLinkAbout00-9653
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788~6611
Permit
09653
Date ~/-g/Oo
bO. ~~
ELEC~ICAL
PLU~ING
~I'e-. (,e,r
Lc.-.......... tI~ " ~...
MECH~IICAL
Sewer Conn
BUILDING
Water Conn:
Property Owner:
Job Address:
Parcell.D. #
<;;"/-, (.l "-' ""
s10blj
L/J.
II
Water Meter:
T.I.F.'s:
Zoning:
Description of Work
Energy Code:
G-~rt1o, ~ $- )/, ~OI
I
Radon Gas:
~. :X
NO OCCUPANCY BEFORE C.O.
FINAL
/ <!)- 5"--<::J-i:2J
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector
Permit Fee b "t; .~
/" Signature~ ~ /~
Company
Address
Telephone# c:r-n t:f 2-1 ~
Valuation or
Contract Price
") 5"00. ~
City License Registration #
State Certified License#
Ml 4.~ e... i c:.L. or"\ BJ~-
BUILDING I ~(' ELECTF~ CAL PLUMBI\ G MECH,Il NICAL
Fl<. b /1/ (}{) 11I1. 50" SLB Breakers
Tub Set Ducts Insl.
Pre SLB I '/ Rough In
Lintel Meter Can Water Compressor
FRM. Const. Pole Sewer \ Final
Insul. CL Pool Final \ \
WL Pre-Meter \
Final
riveway
D
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.001 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.
& U(2)
~ldrP
ALL ft~Ba-luN AL\J~.
~~o ~'-P LAvJ~)04 L~r'
~T !~ /flU)
SQ. FEET PRICE,
MAIN OR LIVING AREA $
OTHER AREA UNDER ROOF $
OTHER
VALUA nON $
BUILDING: $ ~D. t>'U
CREDIT: $ AJ /w
ELECTRICAL: $ J
PLUMBING: $
MECHANICAL: $ .A
3[5 Oq. F+ RADON $ 3. 15
-f
-r- ...-,-:;;; L ( '7. I-=:
t ~ I A- -:::::. \();:>
TI F'S :1 $ ,J /Y'T
111111111111111111111111111111111111111111111111[11111111111-
2000095110
NOTICE OF COMMENCEMENT
State of
County of
TUB ImnERSIGNBD hereby gives notice that improvement will be made to cartain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice _~f E.ommenccmcnt:
1. Description of Property: Parcel No. ilt- ?'-C;-'-)-r- 0/60 o?t/Ovuc;Jo
(Le~K ~~C~iP~ ~:~ prf:;t[y and street address if available)
2. General Description of Improvement (~p~r 7'-1/)~
Rcpl: 431026
OS: 0. 00
07/31/00
Rec: 6.00
IT: 0 . 00
Dpty Clerk
3. O\.mer Information: Name <)'Ao tL-rI r-l'h /'t.PL-
l\ddress 1,~Oh 1- t-LivtrC:,U,/vt./-E;jty .;z~~.pr~; I L-- State
? "1 )'rtl
Interest in Property:
Name of Fee Simple Titleholder:
(If other th~n owner)
JEO PITTMAN~ PASCO COUNTY CLERK
07/31/00 0~:02pm 1 of 1
OR BK 4413 PG 1325
City
State
Address
R 4.
Contractor: Name -4- [..- L-- ~..p/6i' I L/th fl t W h-. I Ad ~
Address 1t?7 /A-./" (I, ~"i4>t- tr City #J-~o,A;')
State FL
:J,57U
5.
Surety: Name
Address
City
State
Amount of Bond: $
6. Lender: Name
City
State
Address
7. Persons within the State of Florida designated by Owner upon whom
notices or other documents may be served as provided by Section
713.l3(1)(a)(7), Florida Statutes:
NClmc
City
State
Address
8. In addition to himself, Owner designates
of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
<J. r:xp.l.rI11.i'JO dnt.e or Not.lce of Commencement. (the expiration date is 1 year
fr?m the date of recording unless a different date is specified.)
Signature of Owner:. A Jl"",~, i "4:::I.A'"-"'/\
Sworn to and subscribed before me t is ~. day of
~ OtJ(J .
7UL
Notilry Public:
My Cominj ssion Expires:
PC93053048
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
'7 /1//00
DATE RECE:IVED .
PLANS REVIEW FEE
JOB ADDRESS
<)';((70- /l
1 ?vtfLf
<i'@-?' ^ r J? r
y
L~< '1--/:/ 'J dt'~ L('/c/f'?
BLOCK
PHONE
OWNER'S NAME
SUBDIVISION Jlrd '! IA.A";f --d fA.- (r-.;/ r
(OBTAIN FROM PROPERTY TAX NOTICE)
LEGAL DESCRIPTION: LOT(S)
PARCEL ID #
WORK PROPSED: EtNEw CONSTRUCTION
D-1illDITION
o ALTERATION
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
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORE C'4"G..jlOr f I),A~ Jgz
BUILDING SIZE I;r ::; {J SQUARE FOOTAGE ~
HEIGHT ~I
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
?9t:/ c:-
VALUATION OF TOTAL CONSTRUCTION
$
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
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 FLOOD ZONE AREAD YES
o NO
BUILDER
SIGNATURE~/,~
COMPANY 4t L- /J-n--P~/ (~ A L4'h-1
STATE CERT OR REGIST # ) c:. c.~,l ~~~5
CITY PROCESSING /S~
ELECTRICIAN
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
**********~*******************************************************
MECHANICAL
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
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 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 AG
~~
~ --
SI NATURE: 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)
Dwho is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
of identification)
take an oath.
Dwho has produced
(type of identification)
and who Ddid [}:lid not take an oath
Dwho has produced
(type
and whoD did 0 did not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
~~
~
~,
-"~ G"""..
I ~\
I
I
(I
.>...;
~ _ "'...
)oJ
,
.
~'
"
...,....
~.
'-..>
, ~'f
, ;
":' i
~"'I'
.. .
''-:,' I,.
) \ I
I
!
-
"^,
j =~
i
l
j
,
11
\ \
~~~.
, ~\~
'-:
\1 ~
, ,Ii
1!'i~..",~,.. ,
! "~>,,,
", ~
"11,,,,,_ \
~"....,.. ~~i
. ....."" l
, ,', ,...."-, i
....... '. ~:
""'01;,,,,,,", l
\
"
'~
"'!' ..,..
,~
'\- '"'
-
v;
'~.
~
~
,
;~
/-~ .-
'-' CO', _ ,~."..._.,'
"jOlG ~ . --
.........,j .... 1 ,.' / ~ -.
~, . --- -..---. ~
.,.", ,~ -- ~ ~ -.-...-. ""... i
"J b . -'''' ,~, ': " ,.'......
; -::-- ' -. - - . -_. ~ .-... L--___... ~~~'- ""
- ~ 1.1
\l -~'----"----i#--- -"
~'~ i --, I
~t. ~ . '-'" ..~ ""_.~"",, -.1
~ . ~ - -, ....,'...........,-........ . -'.. ''''''"""
___ .,_ _,,_,,_'."_'_..~_____ "v,...
~.,~.~~~
'''" I
-~"~ I
.,'
I
.-""
- . -~'. _.-.~ .-.....-....--...
~
~
~
~
-",
-\.
"
'"'-
1
~
.....
"\
S ~ '-^
)- \ )-.;.'
,J " ~
.......
\ ~ ~ '-
V; ! ~- -
-' ~
~ 1: \j A
~, ,,'
1~
~, ~
~ t
"{~~
t ~
South Rtlantic ManuF. Ham 813-783-1709
p.9
! '1-J-(/- J-I - 0/60- C;~oo OC/J- D
Site Plan
I
1. Give exact dimensions of driveways, sidewalks,awnings, screen rooms, porclles, decks & etc...
2. Give desired location of all land improvements; wells, septic tanks, power poles, culverts & etc".
3. Give exact dimensions of Home
4. Indicate direction front door to face & location of hitches to Home
5. IndicaTe street to lot/homesite / I
/0
~J De. 0\t.
Sa>
/7
w
.') h .-
f1/iJ
7
~
"2b-
cl
/7
1\ 5:- ~
6
1~,>
.......
0JI'-~O~
~
'-
~
*
1
t--
~
~
.......
~
1? 06~ l-Aw4NOA i-ooP-
3 y my/our signatu relsl below indicate that this is the desired site plan fa r the installation of our new
nome and all the improvements that have heen included within the purchase of our new Home.
Home Buyerls) Date
Home Buyer(s) ___ Date__
;;;~ l1:!ii ~~
l..<..
..... "!.~ ,..
i~ :II): 'r; ,00'001 M.6!i,lI.OON ~~
r- .,., ,00'00/ "'_ t't'.ZI.OOIV -
:h
01 ~ ~ ;!!
'V ~
I;;) ;:: 1tI":
;o~ )..
~r~ 01 ~l\) -i
~r- ,
~ <= r--
C ~~ "1 ~
~8, .....
~ """i
0;:'"
.~
~~ 1Y ,00'001 3.r",ZI.OtJS . ~;)
:::.. >- ~
::{ 0- ..... .~ .YDIJOI :J.Jl.Ot.OOS ...~
fi ;:J ~~
~ ~ € .
a ~ t..,
oS: 1:;" .O'~c
'"
.~ ~
:!
~
0-
....
0-
""
""
...JUII
~~~
1. ;;,:{:
"'-= 1"-0'"
s.~.3
~~:i:..
~~~
~S--~
~,g ~
~~
'.....
~
.....
""
--
.\
uU uu.Odd
tH;j ~Utj d~!Ul
Hl..l..U IlILt:.
~~f~
~t:);;;~
~"''''=
- I:: ",-
~. ~ . ~
:- '" ~-.
~~ !;1
~ ~ B
~ ~ ..:
">~ '.
~ ~ .....
... - "
c '<: "
~ " '"
~ g~
~~~
<) ..
... n r")
'" Cl Cl
E ~'3
IIQ' -, C
;:: 3 ;;:
~ ::; ....
" -.
'" S'!
.",.:":
~ ~
~. !!I
" <:
l!::. ~
~ ::.
~
"i1
I<
rC
,ow
.. 11I\1)
:.' ~~
...".
""
~~
~-i
-..
~~l;l
~~~
0l:~1:
- -. ..
~ C1 ~
;;. .~
" :'l1'C
~:--:.-
~ ~~.
~~-
c::.:--~
~b~
~~;:;
1;,: " t:)
::--.~
.;; ~....
;:;-...
...~~
~~~
" '0 ~
~ ... "
w....~
-'&"'~
........"....
"'~
~~
"l
"
"
~
p.l!.
~~ ~;'
':l ~ ~ ~
~ " ~
Ej. ~ .... .'"
Q~~
~-.~
",::I:::;:::::
~~~~
Q~';<:~
~~::.~
98RS;
!:: ~ Cl t:
~ tv ~
.,.,.~ Ei'_
_~Oo.l::;
~~ 0' ~
~a~.
~ ~ r;..
, .....
Q."13C
.t;,,~t::
C - t:::
"-::"t>l
~~
~ ~ ,
~~~
.,. ~
~~~
i
~
t:l
~
~.
~.
t;~
.~
e>
~3
i~
>'"
I;"GI';"":"':'l1
;:; ~ :='::;'
I.. . _... r,..
- - -
, ,~~ :
~ ..
- -
f-
C1l~ ~~H li . ~ ii ' ....... .. ~ """~<!' 'N'" "'li"'"! "'-0"'1'" ..." I ~ r.c
II ~ "lit;' .. I..t~ =-rC r"'l" ~",~a: ....t ...
~~ ~~~\ k .. ;, !l~~~I~in~i~'- . , _ 0
~ l .. r T'i'ii' S"'PI;I''''l:I'i~I':f'iJ!r!n'lf
~~ ~jj~? ~ ~..
o I~"~ =' e ,~ I~" I$~ 0 I; e\!~e"Y 'ftl;!!!- U- ~~;- li ~ ~ ~~~ .. c:
~ ~.~ ~ . .. ~'!lI1r .. A .....- ~ 'l..~..~ ~ J'
, " ~jlg i~ Ci~lI'~ . (li!j} ~he!il!b i!~!lI~~~ (~ ~i 9 ~~
i~ i!a& ~ .r Z
~ U I a~~~~f ~ ~!? .1 ~ ~ij" . ~
!ll. ~"lli ~ _\OJ) it~a;a;~ I.: " _ >' ~ .. .-,
_ SlIII ..
PAGE
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
w
0:::
::>
l-
t)
::>
0:::
l-
e/)
l-
e/)
o
:::c
C>
z
~
e/)
x
w
DO NOT BLOCK
FIRE EXIT WINDOW
OVERHANG VARIES
II
II
II
II
R
II
2" x FRONT WALL BEAM
SELECT 'L' FROM TABLE 2.1.1
ANDIOR TABLE 2.1.2 USE 'L' =
W/2 + O.H.
'W'
VARIES II
II
r~
f3 II
~ 0:: II
~ II
~g
2" x 3" MIN. SEE TABLE 2.2.1
AND I OR TABLE 2.2.2
SINGLE CARPORT
SCALE: 1/4" = 1'-0"
Lawrence E. Bennett, P.E.
CML ENGINEER - DEVELOPMENT CONSUL TANT
PO. BOX 4368. SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1999
54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
SEE CONNECTION DETAILS
(SECTION 7)
w
~
o
I/
W
...J
en
o
i~
X
w
~
w
~
o
I
W
...J
en
o
~
~
z
i=
(J)
X
w
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 = WI 2+0VERHANG
SECTION 2
PAN OR COMPOSITE PANEL
(SEE TABLES SECTION 7)
TOP PLATE PT 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"
PL YWOOD 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 4-112" 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 GREATER 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 OR AS 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
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 E BENNETT. PE
55
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
- - - - -I- _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
U)
w
a:::
~
ROOF PANEL SEE SECTION 7
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 2.1.2 AND I OR TABLE
2.2.1, TABLE 2.2.2)
COLUMN NOTCHED TO SUIT
SIDE NOTCH POST TO BEAM CONNECTION
SCALE: 1/4" = 1"
U)
w
c:: ROOF PANEL SEE SECTION 7
~
SIDE
BEAM
I@
I@
@
@
ANCHOR PER DETAIL FOR PAN OR
COMPOSITE PANEL
FOR NUMBER OF BOLTS AND SIZE
OF POST (SEE TABLE 2.3)
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)
CENTER NOTCH POST TO BEAM CONNECTION
SCALE: 1/4" = 1"
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
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
64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. PE
SECTION 2
SEAL
PAGE
68
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
.F.1;'Jr:5'.J/i"-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# / Sq. Ft. 20# / Sq. Ft. I 23#/ Sq. Ft. I 26# / Sq. Ft. 32# / 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"
g' 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' 23'-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" 18'-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 g" x 0.072" x 0.224" Self Mating Beam
8' 27'-2" 25'-1" 23'-4" 21'-11" 19'-10"
g' 25'-8" 23'-8" 22'-0" 20'-9" 18'-8"
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'-8" 18'-4" 17'-3" 15'-7"
14' 20'-7" 18'-11" 17'-8" 16'-7" 14'-11"
16' 19'-3" 17'-9" 16'-6" 15'-7" 14'-0"
Load Width 2" x g" x 0.082" x 0.306" Self Mating Beam
8' 29'-8" 27'-4" 25'-6" 23'-11" 21'-7"
g' 27'-11 " 25'-9" 24'-1" 22'-7" 20'-5"
10' 26'-6" 24'-6" 22'-10" 21'-5" 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'-8" 19'-3" 18'-2" 16'-4"
16' 20'-11" 19'-4" 18'-0" 16'-11" 15'-3"
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 T ANT
PO. 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.
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2
.1F:1i1r:w.......,. 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 I 120 MPH 125 MPH I 140 MPH
Applied Load = 17 #lSq. Ft. I 20 #lSq. Ft. I 23 #lSq. Ft. I 26 #lSq. Ft. I 32 #lSq. Fl
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 -10" 5.184 305 259 225 199 162
13'-10" 3,888 229 194 169 150 122
15'-10" 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" 5.184 305 259 225 199 162
18'-4" 4,032 237 202 175 155 126
20'-7" 3.024 178 151 131 116 95
Height Load in Lbs 4" x 4" x 0.125" Hollow Extrusion. Aluminum Alloy 6063 T-6
15'-9" 9.312 548 466 405 358 291
18'.5" 6,984 411 349 304 269 218
21-0' 5.432 320 272 236 209 170
23 -8" 4,074 240 204 177 15r 127
Steel Post
Wind Load = 102 MPH I 110 MPH I 120 MPH 125 MPH I 140 MPH
Applied Load = 17 #lSq. Fl I 20 #lSq. Ft. I 23 #/Sq. Ft. I 26 #/Sq. Fl I 32 #/Sq. Fl
Maximum Allowable Roof Area in Square Feet for Various Loads on Post
Height Load in Lbs 3" x 3" x 14 Gauge Post. 46 k.s.i. Steel
19'-10" 10,050 591 503 43r 387 314
21'-9" 7.430 437 372 323 286 232
23'-9" 5,638 332 282 245 217 176
25'-9" 4,371 257 219 190 168 13r
Height Load in Lbs 3" x 3" x 11 Gauge Post - 46 k.s.i. Steel
19'-8" 15,8rO 934 r94 690 610 496
21-7' 11,730 690 58r 510 451 367
23-6' 8.9rO 528 449 390 345 28u
25'-6" 6.900 406 345 300 265 210
Height Load in Lbs 4" x 4" x 14 Gauge Post - 46 k.s.i. Steel
26'-8' 12.650 744 633 550 487 395
29.3" 9.350 550 468 407 360 292
32-0 r.150 421 358 311 275 223
34'-8 5.500 324 275 239 212 172
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 PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P.E 71
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
Table 2.3
Schedule of Post to Beam Size a nd Number of Thru-Bolts Required
Aluminum Alloy 6063 T-6
Beam
Size
2" x 3" x 0.050" Hollow Tilt
2" x 4" x 0.050" Hollow
2" x 4" x 0.038" 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)
Iable 2.4
Minimum
Post Size
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3" x 3" x 0.093"
3" x 3" x 0.093"
3" x 3" x 0.125"
3" x 3" x 0.125"
# Thru-Bolts @ L=D+Y,"
1/4" " 3/S" "
2
2
2
2
3 2
3 2
4 3
4 3
xisting 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
30 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 11 5 102 83
194 165 143 127 103
270 230 200 177 144
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.
(1) SO# Bag
(1) SO# Bag
(1) SO# Bag
rade with 80 # ba re-mix concrete and backfilled to rade.
Maximum Attributable Roof Area in Square Feet
102 87 76 67 54
1W 91 N ro ~
112 95 83 73 60
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
72
PAGE
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE.
SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
_f:li1~..:tri_ Allowable Stud Heights
Utility Sheds Framed With Hollow Aluminum Extrusions
6063 T-6 Aluminum Alloy (Fb = 15,000 psi)
Load Condition
Wind Load 102 M.P.H I 110 M.P,H I 120 M.P.H I 130 M.P.H I 140 M.P.H
Applied Load 19#ISq.Ft. I 23#ISq.Ft. I 26#/Sq.Ft. I 29#/Sq.Ft. 136#ISq.Ft.
Load Width 2" x 2" x 0.032" Hollow Extrusion
16" 9'-4" I 8'-6" I 7'-11" I 7'-7" I 6'-9"
24" 7'-7" I 6'-11" I 6'-6" I 6'-2" I 5'-6"
Load Width 2" x 2" x 0.036" Hollow Extrusion
16" 10'-2" I 9'-3" I 8'-8" I 8'-3" I 7'-4"
24" 8'-3" I 7'-6" I 7'-1 " I 6'-8" I 6'-0"
Load Width 2" x 2" x 0.044" Hollow Extrusion
16" 11'-1" I 10'-1" I 9'-6" I 8'-11" I 8'-1"
24" 9'-0" I 8'-3" I 7'-9" I 7'-4" I 6'-7"
Load Width 2" x 2" x 0.055" Hollow Extrusion
16" 12'-1" I 10'-11". I 10'-4" I 9'-10" I 8'-9"
24" 9'-10" I 8'-11" I 8'-5" I 7'-11 " T 7'-2"
_F.1i1~"':W'- Allowable Stud Heights
Florida Extruders International, Inc.
TRIPLE BOSS ™ 2 x 2 (PATENT PENDING)
Load Condition
Load Width 2" x 2" x 0.032" Hollow Extrusion
16" 10'-1" I 9'-2" I 8'-7" I 8'-2" I 7'-4"
24" 8'-3" I 7'-6" I 7'-0" I 6'-8" I 5'-11"
Note:
The above listed allowable heights are measured from the bottom of top plate to top of bottom plate,
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
74 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
SOLID ROOF PANEL PRODUCTS
SECTION 7
[,
J
12"
f
1
12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
SCALE: 1/4" = 1"
IT f
~!.o' 12" 1
12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
SCALE: 1/4" = 1"
J
l
12.00"
l
1
INDUSTRY STANDARD CLEATED ROOF PANEL
SCALE: 1/4" = 1"
IIi i
SELECT PANEL DEPTH 1
FROM TABLES
ALUMINUM SKIN
E.P.S. CORE
SIDE PANEL
CONNECTIONS VARY
(DO NOT AFFECT PANEL
SPANS)
48"
COMPOSITE ROOF PANEL [INDUSTRY STANDARDl
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, PE.
PAGE
169
SECTION 7
ALTERNATE CONNECTION:
#8 x 1-1/4" SCREWS (3) PER
PAN INTO FASCIA THROUGH
PAN BOXED END
#10 X 1-1/2" S.M.S. (1) PER
RAFTER OR TRUSS TAIL
#10 X 3/4" S.M.S. @ 12" O. C.
FOR MASONRY USE 1/4" X
1-1/4" TAP-CON ANCHOR OR
EQUAL @ 24" O. C. FOR WOOD
USE #10 X 1-1/2" S.M.S. OR
WOOD SCREWS@ 12" O. C.
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
ROOF PANEL TO FASCIA DETAIL
SCALE: 1/4" = 1'-0"
EXISTING TRUSS OR RAFTER
SEALANT
#8 X 9/16" S.M.S. (3) PER PAN
AND (1) @ RISER
HEADER (SEE NOTE BELOW)
ROOF PANEL
#8 X 9/16" S.M.S. (3) PER PAN
AND (1) @ RISER
EXISTING FASCIA
SEALANT
#8 X 9/16" S.M.S. (3) PER PAN
AND (1) PER RISER
HEADER (SEE NOTE BELOW)
ROOF PANEL
#8 X 9/16" S.M.S. (3) PER PAN
AND (1) PER RISER
ROOF PANEL TO WALL DETAIL
SCALE: 1/4" = 1'-0"
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 X 1/2" LONG
CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW
HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE
WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 X 1/2" SCREW EACH. THE
PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 X 1" OF THE ABOVE
SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW.
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
SEAL
PAGE
@ COPYRIGHT 1999
170 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
---- -.----- ~- -_.- - -... --
SECTION 7
SOLID ROOF PANEL PRODUCTS
.F.'1i1~."" 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
.oDen 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 10'.11" 11'-2" 11'_8" 12'-6" 13'-7" 102 M.P.H. 29 8'.5" 8'-7" 9'-4" 10'-4" 11'.7"
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" 9'-9" 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" 9'_9" 10'-8" 11'-11" 125 M.P.H. 45 6'-9" 1'.0" 7'_10" 9'_0" 10'_5"
140 M.P.H. 32 7'-11" 8'-3" 8'_11" 9'.11" 11'_4" 140 M.P.H. 56 6'_0" 6'-4" 7'_3" 8'_6" 10'-0"
3" x 12" x 0.026" Riser Panels
ODen Buildings Enclosed Buildings
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 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" 15'-1" 110 M.P.H. 35 9'_8" 9'_11" 10'.6" 11'_5" 12'-7"
120 M.P.H. 23 11 '_11" 12'_1" 12'-7" 13'-4" 14'-5" 120 M.P.H. 41 8'.11" 9'_2" 9'_10" 10'-9" 12'_0"
125 M.P.H. 26 11'-3" 11'_5" 11 '-11" 12'.9" 13'_10" 125 M.P.H. 45 8'-7" 8'_9" 9'_5" 10'-5" 11'_8"
140 M.P.H. 32 10'-2" 10'-4" 10'-11" 11'-9" 12'-11" 140 M.P.H. 56 7'-8" 7'_11" 8'_8" 9'_9" 11'-1"
3" x 12" x 0.032" Riser Panels
ODen Buildings Enclosed Buildings
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 15'_5" 15'-6" 15'-11" 16'-6" 17'-4" 102 M.P.H. 29 11'-9" 11'-11" 12'_5" 13'-3" 14'.3"
110 M.P.H. 20 14'_2" 14'-4" 14'_9" 15'-5" 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'_5" 13'-10" 14'-6" 15'-6" 120 M.P.H. 41 9'-11" 10'-1" 10'-8" 11 '-7" 12'-9"
125 M.P.H. 26 12'_5" 12'-7" 13'_1" 13'-10" 14'-10" 125 M.P.H. 45 9'_5" 9'_8" 10'_3" 11'_2" 12'.5"
140 M.P.H. 32 11'-3" 11'.5" 11'-11" 12'-9" 13'_9" 140 M.P.H. 56 8'-6" 8'_9" 9'-4" 10'_5" 11'-8"
Note: Total roof panel width = room width plus wall width plus overhang,
.F.'1i1~.ItI. Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-28
3" x 12" x 0.019" Riser Panels
o en Buildin s
Overhan Condition
1'-0" 2'-0" 3'-0" 4.0"
12'-11" 13'-4" 14'_1" 15'-0"
11 '-11" 12'_5" 13'_2" 14'_2"
11'_1" 11'_8" 12'_6" 13'-7"
10'_6" 11'-0" 11'-11" 13'-0"
9'-6" 10'_1" 11'_1" 12'_3"
Wind
Re ion
102 M.P.H.
110 M.P.H.
120 M.P.H.
125 M.P.H.
140 M.P.H.
Applied
Load
17
20
23
26
32
NONE
12'-9"
11'-9"
10'-11"
10'-3"
9'_3"
Wind
Re ion
102 M.P.H.
110 M.P.H.
120 M.P.H.
125 M.P.H.
140 M.P.H.
Enclosed Buildin s
Applied Overhan Condition
Load NONE 1'-0" 2'-0" 3'.0"
29 9'_9" 9'-11" 1 0'_6" 11 '_5"
35 8'.10" 9'-1" 9'_3" 1 0'.8"
41 8'_2" 8'_5" 9'_1" 10'.2"
45 7'_10" 8'_1" 8'-9" 9'-10"
56 7'_0" 1'_3" 8'.1" 9'_3"
4'-0"
12'-7"
11'.11"
11'_5"
11'_2"
10'-8"
3" x 12" x 0.026" Riser Panels
0 en Buildin s Enclosed Buildin s
Wind Applied Overhan Condition Wind Applied Overhan Condition
Re ion Load 1'-0" 2'-0" 3'-0" 4'.0" Re ion Load NONE 1'-0" 2'-0" 3'.0" 4'.0"
102 M.P.H. 17 16'-3" 16'-8" 17'-3" 18'-0" 102 M.P.H. 29 12'-4" 12'_6" 12'-11" 13'-9" 14'-9"
110 M.P.H. 20 15'-0" 15'_5" 16'_1" 16'-11" 110 M.P.H. 35 11'_3" 11'_5" 11'-11" 12'-9" 13'-10"
120 M.P.H. 23 14'.0" 14'-5" 15'-1" 16'_0" 120 M.P.H. 41 10'-5" 10'-7" 11'-2" 12'-0" 13'-1"
125 M.P.H. 26 13'-2" 13'.8" 14'-4" 15'-4" 125 M.P.H. 45 9'.11" 10'-1" 10'_8" 11'-7" 12'-9"
140 M.P.H. 32 11'-11" 12'-5" 13'_3" 14'-3" 140 M.P.H. 56 8'-11" 9'_1" 9'-9" 10'_9" 11 '_11"
Enclosed Buildin s
Wind Applied Wind Applied Overhan Condition
Re ion Load 3'-0" 4'.0" Re ion Load NONE 1'-0" 2'-0" 3'.0" 4'.0"
102 M.P.H. 17 18'-10" 19'-7" 102 M.P.H. 29 13'-8" 13'-10" 14'-3" 14'-11" 15'-10"
110 M.P.H. 20 17'_6" 18'-4" 110 M.P.H. 35 12'-5" 12'-7" 13'.1" 13'-10" 14'-10"
120 M.P.H. 23 16'-6" 17'-4" 120 M.P.H. 41 11'-6" 11'-8" 12'_2" 12'-11" 14'-0"
125 M.P.H. 26 15'_8" 16'.6" 125 M.P.H. 45 10'-11" 11'-2" 11'_8" 12'-6" 13'-7"
140 M.P.H. 32 14'_4" 15'-3" 140 M.P.H. 56 9'-10" 10'_1" 10'-8" 11'-6" 12'-8"
Note: Total roof panel width = room width plus wall width plus overhang
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
SEAL
'-
PAGE
178
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. PE
SECTION 8
ALUMINUM FRAMING COMPONENTS
,2.00"1
~ 1
f2.~0"1
, -1
0.038" ---, +
o
q
I
A = 0.72 in.2
WT = 0.83 p.l.f.
Ix = 1.94 in.4
Sx = 1.19 in. 3
6063 - T6
0.055"---,
+
o
q
I'-
I
J
A= 1.11 in.2
WT = 1.27 p.l.f.
Ix = 6.09 in.4
Sx = 2.60 in.3
6063 - T6
.
"'"
!
"'"
STITCH WI (1) #8 S. M. S. @ 24"
O. C. TOP AND BOTTOM
2" X 4" X 0.038" X 0.100"
SELF MATING BEAM
SCALE: 1/4" = 1"
STITCH WI (1) #8 S. M. S. @ 24"
O. C. TOP AND BOTTOM
2" X 7" X 0.055" X 0.120"
SELF MATING BEAM
SCALE: 1/4" = 1"
,2.00"1
--"'<L c------'
, --
0.050"---,F- +
o
q
<<:>
A = 1.28 in.2
WT = 1.47 p.l.f.
Ix = 9.02 in.4
Sx = 3.40 in.3
6063 - T6
.... .
STITCH WI (1) #8 S. M. S. @ 24"
O. C. TOP AND BOTTOM
2" X 6" X 0.055" X 0.120"
SELF MATING BEAM
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
PAGE
@ COPYRIGHT 1999
198 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
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 T ANT
PO, BOX 4368. SOUTH DAYTONA. FL 32~21
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. PE
201
SECTION 9 FASTENERS
.f.1l'I~JIi. FASIENERS FOR OPEN BUILDINGS I LOADS & AREAS
Maximum Allowable - Load and Attributable Roof Area for 120 MPH Wind Zone (23 # 1 SF)
(,Ler . '1:nd Regions other than 120 MPH. Use Conversion Table at Bottom of this page)
CONNECTING TO: WOOD for OPEN Buildings
Fastener Length of Number of Fasteners
Diameter Embedment 1 I 2 T 3 4
1/4"0 1 ' 264# - 11 SF 528# - 21 SF 792# - 32 SF 1056# - 42 SF
1/4"0 1-1/2" 396# - 16 SF 792# - 32 SF 1188# - 48 SF 1584# - 63 SF
1/4"0 2-112" 660# - 26 SF 1320# - 53 SF 1980# - 79 SF 2640# - 106 SF
5/16"0 1" 312#-12SF 624# - 25 SF 936# - 37 SF 1248# - 50 SF
5/16"0 1-1/2" 468# - 19 SF 936# - 37 SF 1404# - 56 SF 1872# - 75 SF
5/16"0 2-1/2" 780# - 31 SF 1560# - 62 SF 2340# - 94 SF 3120# - 125 SF
3/8"0 1" 356# - 14 SF 712# - 28 SF 1068# - 43 SF 1424# - 57 SF
3/8"0 1-1/2" 534# - 21 SF 1068# - 43 SF 1602# - 64 SF 2136# - 85 SF
3/8"0 2-1/2" 890# - 36 SF 1780# - 71 SF 2670# - 107 SF 3560# - 142 SF
CONNECTING TO: CONCRETE [Min. 2,500 psi] for OPEN Buildings
Fastener Length of Number of Fasteners
Diameter Embedment I 1 I 2 3 I 4
TYPE OF FASTENER = Concrete Screw (Rawl Tapper or Equivalent)
3/16"0 1-1/4" I 343# - 14 SF I 686# - 27 SF 1029#-41 SF I 1372#- 55 SF
1/4"0 I 1-1/4" T 512# - 20 SF I 1024# - 41 SF I 1536# - 61 SF I 2048# - 82 SF
I TYPE OF FASTENER = 'Quick Set' Concrete Screw (Rawl Zamac Nailin or Equivalent)
I 1/4"0 I 1-1/4" I 227# - 9 SF 454# - 18 SF I 681# - 27 SF I 908# - 36 SF
TYPE OF FASTENER = Expansion Bolts (Rawl-Bolt or Equivalent)
1/4"0 2" 568# - 23 SF 1136# - 45 SF 1704# - 68 SF 2272Jt - 91 SF
3/8"0 2-1/4" 1441# - 58 SF 2882# - 115 SF 4323# - 173 SF 5764#- 231 SF
1/2"0 3" 1985# - 79 SF 3970# - 159 SF 5955# - 238 SF 7940#. 318 SF
CONNECTING: POSTS to BEAMS using BOLTS for OPEN Buildings
Fastener Number of Fasteners
Diameter 1 2 3
#-Sq. Ft. #-Sq. Ft. #- Sq. Ft.
1/4"0 . 1468 - 59 2936 - 117 4404 - 176
3/8"0 . 3710 - 148 7420 - 297 11130 - 445
1/2"0 . 6596 - 264 1 31 92 - 528 19788 - 792
. Length of Bolt to be Size of Post +Yz" (Typical)
WIND LOAD CONVERSION TABLE: WIND CONVERSION
For Wind ZoneslRegions other than 120 MPH (Tables Shown). REGION FACTOR
multiply allowable loads and roof areas by the conversion factor 102 1.35
110 1.15
120 1.00
140 0,88
160 0.72
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
202 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
.\.,
SECTION 9
FASTENERS
Allowable Loads On Screws And Bolts
(As Recommended By Manufacturers)
Self-Tapping and Machine Screws Allowable Loads Tensile
Strength 55,000 psi; Shear 24,000 psi
Metal to Metal
Double Shear"
fbs.
668
836
1.152
1,468
1.522
2,506
3.710
Table 9.3
Screw Diameter
#8
#10
#12
#14
1/4'
5/16"
3/8'
Shear (fbs.)
334
418
576
734
761
1.253
1.588
(-
Screw Diameter
#8
#10
#12
#14
1/2" 4 ply
Sh (Ib) Pull Out
ear s. Ibs.
93 48
100 55
118 71
132 70
Screw Diameter
1/4"
5/16"
3/8"
Shear (Ibs.)
170
210
240
Screw Diameter
1/4"
5/16"
3/8"
Shear
319
818
1,443
Tension (Ibs.)
825
1.184
1.776
Shear
352
898
1.503
Aluminum Rivets with Aluminum Mandrel""
Screw Diameter Tension (Ibs. Shear
1/8"
5/32"
3/16"
176
263
375
129
187
262
Aluminum Rivets with Aluminum Mandrel
Screw Diameter Tension (Ibs. Shear
1/8'
5/32'
3/16"
325
490
720
210
340
445
. Screw goes through two sides of members,
.. All barrel lengths; Celus Industrial Quality Use manufacturers grip range to match total wall thickness of connection
Use chart To Select screw U S rivet substitution of anchor specifications in drawings,
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
204
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE