HomeMy WebLinkAbout96-5916
r
~ ---------,
C::-~ILDI~'_
BUILDING PERMIT 0 ~- .
CITY OF ZEPHYRHIW Penn;! N · - 59168
(813) 788-6611
Date
b - ,4) - 9~
E~---'
PLUMBING.---
---
MECH~Sewer Conn
Water Conn:
Property Owner:
Job Address:
Parcell.D. #
Zoning:
Description of Work
Water Meter:
T.I.F.'s:
~ergy Code: ~adon Gas: '"X.
~f}j,1:IL I~). - ~~ ~
9- c::?r91&
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Permit Fee
Signature
Company
Address
Telephone#
~~~t~~i~tn P~rce ~ ~ 11 R () [) . 02
City License Registration # ~.3 ~~ .
State Certified License#
? . ~ .
~ CU- { U~llA1~
BUILDING
ELECT~
~
Tp. Serv.
Rough In
Meter Can
Const. Pole
Pool
.Pre-Meter
Final
,.P~--
-
ME~'
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLICATION FOR PERKIT
CITY OF ZEPIIYIUIILLS
BUILDING DEPARTKENT
OWNER'S RAKE fl1u,,- i1U,Ff
OWNER'S ADDRESS Lt?T - /3 J c:P t:JJ?'
JOB ADDRESS ..-r 4/JJ IC
PHONE
.-C /}tUA-;VL)/J A CJt),P
7f3-tL'P?
LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION'
PARCEL 1.D.' /.1/-...Jb'-dl-t//60-.?'~-?'/...fP (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED: ~ew Construction ---..Addition ---..Alteration ~epair _Install
_Sign
--"ove
_DeIIolish
P~POSED~E: ~~eF~i~
--"IF _' of Units --"IH
_ec-ercial
_Indust. _Swia. Pool _Other
~estaurant & Health Departaent Approval
DESCRIPTION OF WORK: CotJCR-~r$. - S/-I~D - C 19 ~O~r
7C:;~*"""'"
BUILDING SIZE: ~xJ/xR' I :/7r Square Feet, 9~?'Height
RESIDEIITIAL: ATtACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COHHERCIAL: ATtACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
P~PERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~UILDING
PERMI'lS REOUESTED
$
..S>pt)o.Oi)
Valuation of Total Construction
_ELECI'RICAL
AKP Service
Florida Power Corp.
W.R.E.C.
---1fECIWlICAL
$
Valuation of Hecbanical Installation
_PLUNBIXG GAS ROOFING
SPECIALTY .
TYPE OF CONSTRUCTION: _Block _Fraae _Steel
Other
FIllISHBD FLOOR ELEVAnONS:
Fl.
IS PROJECT IX FLOOD ZONE AREA?
YES NO
..........................................
CONTRACTOR SECTION
BUILDER
~~I;L" . ." . *ARY /lCE /lLU"""
.~ State Cert. or Regist.' c.~ co..) tj b Po
_____ __ _____ City License Registration . dP-l
~ ..........................................
Signature
RT.RCTRICIAN
COMPANY
State Cert. or Regist. .
City License Registration .
..........................................
Sion$lture
PLUMBER
COMPANY
State Cert. or Regist. .
City License Registration .
..........................................
Signature
HECllABICAL
COMPANY
State Cert. or Regist. .
City License Registration f
...................................**.****
Signature
OTRRR COMPANY
State Cert. or Regist. .
Signature City License Registration .
.*.........*..***................*....*.*.
APPLICAnON APPRoVED BY ~rr'l). PIlRIlIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
Tbe undersigned understands that this perlit laY be subject to Ideed restrictions I wbieb laY be lOre restrictive than City
regulations. Tbe undersigned asSUles responsibility for COIpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the (MIer bas bireda contractor or contractors to undertake work, they laY be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law,. both the ower and contractor lay be
cited for a lisdl!ll!allor violation under state law. If the OlOler or intended contractor are uncertain. as to wbat licensing
requiruents laY apply for the intended work, they are advised to contact the City of Zepbyrbl~ls Building Depart:Jent, (813)
788-6611. .,
Furthel'lOre, if the owner bas bired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the
'Contractor Sections I of this application for wbieb they will be responsible. If you, as the owner sign 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 laY be an indication that be is not properly licensed and is not entitled to perlitting privileges in the
City of Zepbyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) ,
I certify that I, the applicant, bave been provided with a copy of IFlorida's Construction Lien Law - HOJeOIIDer's Protection
Guide' prepared by the Florida Depart:Jent of Agriculture and ConsUlBl' Affairs. If the applicant is SOIBOne other than the
'owner., I certify that I bave obtained a copy of the above described dOCUlBDt and prOlise in good faith to deliver it to the
lownerl prior to COllBDCBlBDt.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, loning, and land developlent.
Application is hereby Jade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation baa ~ced prior to issuance of a perIIit and that all work will be perfoned to leet standards of all laws
regulating construction, City codes, loning regulations, and land developlBDt regulations in the jurisdiction. I also
certify that I understand that the regulations of other govel1llBDtal agencies laY apply to the intended work, and that it is
IY responsibility to identify wbat actions I lust take to be in COIpliance. Sueb agencies include but are not lilited to:
t Departlent of EnviroDlBDtal Regulation - Cypress Baybeads, Wetland Areas and EnviroDlBDtally Sensitive Lands,
Water/Wastewater Treat:Jent
t Southwest Florida Water HanagBlBDt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, lavigable Waterways
t DepartJent of Health & Rehabilitative Services, InvirODlBDtal Health Unit - Wells, Wastewater Treatlent, Septic Tanks
t US EnvirODlental Protection Agency - Asbestos abatuent
I also certify that, if fill laterial is to be used in Flood Zooe lA' or 'A,etc.l, it is understood that a drainage plan
addressing a lCOIpensating volUIB' will be sublitted wbieb is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance. .
A perlit issued sball 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 sball issuance of a perlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every peIlit issued shall beCOlB invalid
unless the work authoriled by such perlit is COIIBDCed within sil IOOths of issuance, or if work authoriled by the per.it is
suspended or abandoned for a period of sillOnths after the tile the IIOrk is co.enced. One 90 day Bltension of tile, laY be
allowed for the peIlit with fee charge of $15.00. fbe Bltension shall be requested in writing to the Building Official. An
approved inspection lUSt be logged during eaeb sillODth period, or the project will be considered abandoned.
WARNIMG fO OVIflR: YOUR FAILURE fO RECORD A MOIICH OF COHHIIfCIMIIIf HAY RESULf 1M YOUR PAYlMG fWICH FOR IHPROVEHEllfS fO YOUB
PROPERfY. IF YOU IIfBMD to 0B11IH iIIWICIKG, COJISULf WIfH YOUR LBIIDER OR AM AffOJUIBY BEFORE RECORDING YOUR MOIICK OF
COHHIMCIHIIf. JOBS UHD $2,500 1M VAL DO MOl MElD to RECORD AJID POSf A -MOIl OF COOIEMClHllfI.
SIGlATURE:
STATE OF FLORIDA
coum OF .p r0 r!-o
The foregoing instrument~as acknowledged
before me this yluJg 1:., 19~ by
JlI-13 ~fi: or '- c::; I /../...5
who is personally known to me OF TI~Be has
produced
as ~dcutlfi~8tiQR and who &ie/did not
take ~ g:b~
(Signature)
KATl.f~,J ~T. 73Row,J
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
~l\' PilI. WN
s,.... n "....to KATHLEEN J BRa
~.. My Commission CC449029
* * ExpiresApr.02,1999
..~ ;
"E OF f\.O
Sf ATE OF FLORIDA P
coum OF '4-:5 e...D
The foregoing instrument was acknowledged
before me this ~~~ ~, 19~ by
IJ L13~T -S/ HS
who is personally known to me v~ nh_ ~UD
pl"sduced
~ id8R~iiieati8B and who lied/did not
take an~h. ) P- '-12
'f'~j~ -' ~
(Signa ure)
KATfJL~ J~ fS{<t!x.J;J
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
,,~l\' Plle(
.," fi....to
~.:
"'" OF fl.O~
KATHLEEN J BROWN
My Cornmi5sion CC449029
Expires Apr. 02, 1999
SOLD TO
ADDRESS
SHIP TO
DATE
PHONE
. ACE ALUMINUM
38525 2nd Ave.
ZEPHYRHIlLS. FL 33540
782-2616
SNfiJR/r;p;- !//)lfI /p Cr
10 r- /3 " ? 90..3 j? L /})v/lAJL>/}
Z$P /I y,.e 1// L/.S- rJ, ? ; r'll
{,-- '/- 9?
/1?J - bOt? 7
ACE
ALUMINUM
Job No.
Phone: (813) 782-2616
"--'
LvO .P
JJ CR-Ji,:/;;.. -
S'
J'
..0
, L!J/IC fO R--
"---'
PERMIT
PRICE
TAX
TOTAL PRICE ~ "06.Do
DEPOSIT
BALANCE C.O.D.
S 1 TP. "IJ.H
. (llESlDl!HTUL USR OHL't~
l'AIlCEI. I, U,
J..!L
~~EC
~b
'1"W11
~I
JlHU
9;;..
()/6o ~ lJ/Jo
suuu ULUCK LOT
.. - .+ 077S ~~
UNJ>CR ~Or
UATE 1-,/-9b
I' /I 0 1'1~1l TY tI FA S LJ It '.::tH::tff
76t X
.f/IJi/L- I)/Irr
Cllllill':lrr UWIIl!.HS
Id 1 tl [aw inns Qt.u11 bu drawn to BC..!.. for all parcol. or lotu f hu "crus or lC~B.
< 7~~ >
r
;)\
f< 'If'
" f'ilS,JtJ Lr
~ \4'~ --7:;21' --- PI 0 IJ I L E..
. J Ht> f'Yl1E
5" . "-,,
10#
L ;).'l. .~
11\
~-<
(~i
()'t~ .
V JP
!
>
~ ILI"-+
q;). .
4tJr-13~/ll
..;> t5'O 2 ?
LIJWAAlLJ8
~ LJ?J;O
SIItH-I 1\LL ":XlS'l'lHC AND PROrOSED STnUCTUIlES CIVU.C D!HENSIOH:I AND S1..'1'UAC~. I\L~..~. lllUlCAl'E
1\/iY HOUl E~i OF WATt:R AND ROA1>WAYS (INC~UDlHC H/\JiES) ADJAC~'r 'fO TilE l'IlUPEIl'l-Y. H1UICA't'E
'I" f. 5 I Z F.. Y EJ\/t. Nib HN1E Of HO~:U ,E I SUCH AS 111 x 60'. 198\. F~EE'1'WOOU.
~ Ll "EASE,'IEHl 5", "RlCIIT-OF-WAY" und .uJURISDICTIOHAL LINES". Ill:U'H: bQ ahown on all uJ tP. plal\~#
IJO 1101' ENCROACH INTO ANY EASEMENT WITII A STRUCTURE
1l0US[ CONSTRUCTION
.,....: ."...-
.:; ;,~,t' i',' ;J,.:...t<..;:" -'j' ;;'<.j.
:1\,..... ., . .'., ", :a'.
..
I:
l#
..
o
&
"""0".1
..\."\;(.UIL.( 1l0ME :IOu,. I
.,..... ,.. .... .
PROPOSED ADDITIOIi
.'."'1: I.. .,-
." :.:....~.: ,. I .'oi: c." . 40.
" ':..,." 10 . '.. . to. []
:"',~. ~'i' ~~'P""'IO' ;(i't!!~~~ ~\~ 1::1'... ),"t,.:!I';"";:""f~" ; ,J. -:
.,. ..'.. . .... '] '..'
L' C ..... _ ~. .
SI 0 8 ~ o.
w. Q l 1 I r.. - ,. U' I": Lohll.,
- - ~.~~:. : -.. ,- : ,....
1- ; .. 111
. -. '\
10'
10'
"L .J.
.0'
.
..
110100 .u..,
110100 ""..,
'"hll ""W'
,
s Il ('I' \.11\: Cll
V)~
~~ ~
(\ ~ too\tv L" ,
.. '" x ~
t.v~c.Vb:
~ 1.J"
~~: ~,
~ ~ IS: ~
I\) ~ ~ t;\
V\ ~ 0 h
JJ '~~ ~
~~~>\
~I ~\, 't 4
~,K ~ s:>
"'\I ~ ~ ()'
~ ~ 3\ ()
~~
~ ~
~ 0
()
~
'I
~
<::..
~
<:)
~ D
~'-
"~
w~
~
~ ~,
'01>
r'rI.s::
'-t. '",
I\:)t:
......
.....,
'(
~
~
\l\
"
ATTACHED ALUMINUM COVERS
MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL
ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063
T-6 ALLOY
EXAMPLE: FOR SPAN "I:' ON DRAWING USE LOAD WIDTH = "W'/2 + O.H.
2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = 9'
LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 7'-3"
BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD. WIND LOAD
LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH
2"x 3"xO.OSO"TIL T BEAM OR 2"x 3"xO.OSO"EXTRU810N
5 'a'-l- 6'-r g'-o-
6 '7'-4" 6'-0- a'-3-
7' 6'-10- 5'-6- 7'-6-
a 6'-5" 5'-2" 7'-2"
g' 6'-0" 4'-11" 6'-9"
10' S'-a" 4'-a" 6'-5"
11' 5'-5" 4'-5- 6'-1"
12' 5'-2- 4'-3" 5'-10-
2"x 4"x O.OSO"X TILT BEAM
5' 9'-9"
6' a'-ll"
7' a'-3"
a' 7'-g"
g' 7'-3"
10' 6'-11"
11' 6'-7"
12' 6'-3"
2"x 4"x O.044"x 0.120" 8.M.B.
5' 12'-10"
6' 11'-8"
7' 10'-10-
a' 10'-1"
g' 9'-6-
10' 9'-1"
11' B'-a-
12' a'-3"
2"x S"x O.OSO"x 0.120" 8.M.B.
5' 15'-2"
6' 13'-10"
7' 12'-10"
a' 12'-0"
g' 11'-3"
10' 10'-a"
11' 10'-3"
12' g'-g-
2"x 6"x O.OSO"x 0.120" 8.M.B.
5' 17'-2"
6' 1S'-a"
7' 14'-:-6"
B' 13'-7"
g' 12'-9-
10' 12'-1"
11' 11'-1"
12' 10'-3"
, ~... .
, TABLE 2
EXAMPLE
-.
a'-o"
7'-3"
6'-9"
6'-3"
5'-11"
5'-7"
5'-4"
5'-0"
10'-5"
g'-6"
a'-10"
a'-3"
7'-g"
7'-5"
7'-0"
6'-9"
12'-4"
11'-3"
10'-5"
g'-g"
9'-2"
a'-g-
a'-4"
B'-B"
14'-0"
12'-9"
11'-10-
11'-1"
10'-5-
g' -11"
9'-5"
g'-O-
10'-11"
10'-0"
9'-':'3"
a'-a-
a'-l"
7'-9"
7'-4"
7'-0"
14'-4"
13'-1-
12'-1"
11'-4"
10'-a"
10'-1"
9'-B"
9'-3"
16'-11"
15'-6'"
14'-4-
13'-5"
12'-a"
12'-0-
11'-5-
10'-11-
19'-2"
17'-6"
16'-2"
15'-2-
14'-3"
13'-7"
12'-11"
12'-4"
a'-1-
7'-4-
6'-10-
6'-5"
6'-0"
5'-a"
5'-5-
5'-2"
9'-9"
a' -1 1 "
a'-3"
7'-g"
7'-3"
6'-11"
6'-7"
6'-3"
12'-10"
11'-B"
10'-10"
10'-1"
g'-6"
9'-1"
a'-8-
a'-3"
15'-2"
13'-10"
12'-10"
12'-0-
11'-3-
10'-a"
10'-3-
g'-g"
17'-2"
lS'-a"
14'-6"
13'-7"
12'-9'"
12'-1"
11'-7"
10'-3"
120 MPH
7'-5-
6'-9-
6'-3-
5'-10"
5'-6-
5'-2"
5'-0"
4'-9"
a' -11"
8'-1"
7'-6"
7'-0"
6'-a"
6'-3"
~6'-o"
S'-g-
11'-3"
10'-B"
g' -11"
9'-3"
B'-a"
a'-3"
6'-10"
7'-6"
13'-10"
12'-a"
11'-B-
10'-11"
10'-4-
9'-9-
9'-4"
B' -11-
lS'-B"
14'-3-
13'-3-
12'-4"
1 l'-B"
11'-1-
10'-6"
1 0'-1"
LAWRENCE E. BENNETT, P.E.
CIVll. ENGINEER &: DEVELOPMENT CONSUlIANT
P. o. BOX 4368 SOUTH Q,t.YTONA, FL 32121
PHONE 1 (904) 767.4774
FAX , 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN B\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
3
49
ATTACHED ALUMINUM COVERS
~.~
SEAlANT
~ ;; HEADER EXTRUSION
~ ~ '8 l( 9/16" TEK SPACED AT 0"
~ ______ 8" D.C. BOTH SIDES / "
___ SEAlANT
#10 l( 1-1/2" S.M.S. OR WOOD
WOOD SCREw (1) PER RAFTER
OR TRUSS TAlL
EXISTING TRUSS OR RAFTER
610 X 3/1-" S.M.S. OR WOOD
SCREW SPACED AT 12" O.C.
3" ROOF PANEL
EXISTING FASCIA
'---""
- _ _ -aPoWU:..;
SEALANT
~ ;; HEADER EXTRUSION
~ ~ #8 l( 9/16" TEK SPACED AT
~ ______ 6" D.C. BOTH SIDES
___ SEAlANT
FOR MASONRY USE 1/1-" x
1-1/1-" TAPCON ANCHOR OR
EQUAL SPACED AT 21-" O.C.
FOR WOOD USE 110 x 1-1/2"
S.M.S. OR WOOD SCREWS AT
12" O.C.
3" ROOF PANEL
EXISTING HOST. STRUCTURE
WOOD FRAME, MASONRY OR
Oll-tER CONSTRUCTION
----- .
ROOF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
Ne: 1ES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE
ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-FASCIA AND ll-tOSE AREAS SHAll HAVE
DOUBLE ANCHORS. All SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/1-" WASHERS
, OR SHALL BE WASHER HEADED SCREWS
HO~;T STRUCTURE OR FASCIA AND SUB-FASCIA CONNECTlON REQUIREMENTS
LOAD CONDITlONS
GU.SS ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 II/SF 5711/SF
1. CONCRETE 1 /4"x1-1 /S" CONCRETE SCREWS @ 12" O.C.----->(2) @ l' O.C.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C.
SCF:EEN, VINYL, AND CARPORTS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 II/SF 57#/SF
1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" O.C.----->2 @ l' O.C.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' O.C.
'-./'
SfUCE TO BE LOCATED 1/1- TO
1 / ~~ BEAM SPAN AND
S1 AGGERED EACH SIDE Of SElf
MhTING BEAM
r- d-.50" -r- d-.50" 1
+ + + + + + + +
DENOTES SC EW PATTERN I ~
NOT NUMBER OF SCREWS l-b
+ + + + + + + + --i
I" MAX.
BE AM SPUCE SHALL BE WIN.
Of d-.50" HEIGHT AND
2 (d-.50") IN LENGTH
MIl~, SCREWS PER SPUCE
TOTAL / SIDE OF SPUCE
2. x 1-- 1-/2
2. x 5" 1-/2
2. x 6 1-/2
2. x r 6/3
2' x 8" 8/1-
2. x 9" 10/5
1
:...
J
d = HEIGHT OF BEAM
1- MAX.
PLA TE TO BE SAME WALL
THICKNESS AS BEAM
PLA TE CAN BE INSIDE OR
OUTSIDE OEAM OR LAP CUT
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. BENNETT, P.E.
aYn. ENGJNEER '" DEVELOPMENT CONSUlTANT
P. O. BOx.368 SOUTH DAYTONA, FL 32121
PHOHE 1 (90-4) 767..n.
FAX' 1 (90-4) 767-6556
........./
o COPYRI:lHT. 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
..,
44
ATTACHED ALUMINUM COVERS
(2) 1-1/2" x 1-1/2" x "t" ANGLE
OR (1) U CHANNEL x "t"
TOP OF GRADE
3" x 3" POST SEE TABLE
(1) HAT CHANNEL x "t"
3/8" x 3-1/2" BOLT
80 LB. 2500 PSI CONCRETE
PRE-MIX
"t" IS THICKNESS OF
REQUIRED POST
"
4 .. .
....4. 4
. . . 4
1 16" 1
3"x3" BASE
.
N
"-
I
....
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CONCRETE w/ 14 . BAR
12" LONG
3" x 3" POST TURN BOLTED
TO ANCHOR RISER
'-..--
>
~
J-L-1Y
2-3/4. x 2-3/4" x 2-1/2"
LONG x 1/6" TUBING
POURED CONCRETE
REfER TO TABLE 5
WELDED CONNECTION
( ,
12" x 12" x 1/4" PLATE
T
2'-0" MIN.
BEFORE SLOPE
'\ .
.....,,,.I-~---
. :'. Id''''''''I' 1 . '" ... 'II'." '.. , ,.
l'! -': . ; I.- ;"-? : , . I I'; -'" I~.~ '; I .: I :., ~ I -' .
3-1/2" CONC. SLAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
NOTE: IF LOCAL BUILDING DEPARTMENT HAS A
MINIMUt.l FOOTING SPECIFICATION, THAT
MINIMUM SHALL Sl,JPERCEDE THESE PLANS.
1~30LA TED FOOTING
NOTE: fiBER MESH CONCRETE DOES
NOT REQUIRE WIRE MESH
(1) 14 BAR CONT.
.~.
---
./
':, "'.
I"LA T SLOPE / NO fOOTING MODERA TE SLOPE FOOTING
I) - 2"/12" 2"/12" _ 1'-10"
;'IOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION
MIN. 2500 P.S.I. CONCRETE WI 6 x 6 - 10 x 10
WELDED WIRE t.lESH OR FIBER t.lESH CONCRETE
. '.1"'" '."l':'
N 'I'
~
- B..
STEEP SLOPE FOOliNG
> 1'-10"
SLAB DETAILS ADDRESSING EROSION
'-
LAWRENCE E. BENNE'IT, P.E.
CIVIL ENOJNEER &: DEVELOPMENT CONSUlIANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4n4
FAX II 1 (904) 767-6556
C COPYRIGHT, 1996
NO r TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
"
.;)
43
ATTACHED ALUMINUM COVERS
TABLE 4
continued
3"x 3"xO.040" ROLL FORM.
10'-0" 2,381 132 108 99 74 43
11'-8" 1,786 99 81 74 56 33
13'-4" 1,389 77 63 58 43 25
15'-0" 1,042 58 47 43 33 19
3"x 3"xO.060" ROLL FORM.
11'-0" 3,600 200 164 150 113 65
12'-10" 2,700 150 123 113 84 50
14'-8" 2,100 117 95 88 66 38
16'-6" 1,575 88 73 66 32 29
3"x 3"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 ALLOY
11'-10" 3,408 189 155 142 107 62
13'-10" 2,556 142 116 107 80 46
15'-10" 1,988 106 87 80 62 35
17' -1 0" 1,491 83 68 62 47 27
3"x 3"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY
11 ' -1 0" 5,184 288 236 216 162 94
13'-10" 3,888 216 177 162 122 71
15'-10" 3,024 168 137 126 95 55
17'-10" 2,268 126 1 03 95 71 41
3"x 3"x 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY
13'-9" 6,912 384 314 288 216 126
16'-1" 5,184 288 236 216 162 94
18'-4" 4,032 224 183 168 126 73
20'-7" 3,024 168 137 126 95 55
4"x 4"x 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY --
15'-9" 9,312 517 423 388 291 169
18'-5" 6,984 388 317 291 218 127
21'-0" 5,432 302 247 226 170 99
23'-8" 4,074 226 185 170 127 74
. ALLO{ 3105 H16
1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN.
TABLE 5
ISOLATED FOOTINGS
MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING
UPLIFT LOADS FOR BELOW LISTED WIND VELOCITY
FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH
POURED CONCRETE
l'-O"X l'-O"X 1'-0" 29 25 21
l'-4"X l'-4"X 1'-4" 86 72 61
1 '-6"X l'-6"X 2'-0" 163 136 116
l'-8"X l'-8"X 2'-0" 187 156 134
l'-8"X l'-8"X 2'-6" 275 229 196
2'-o"X 2'-0"X 2'-0" 346 288 257
2'-6"X 2'-6"X 2'-6" 463 386 331
PRE-CAST SLAB WI 80# SACK-CRETE
& BACKFILL OVER SLAB
1'-4"Xl'-4"X2'-4" 117 97 56
LAWRENCE E. BENNETr, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUlXANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHOHE 1 (904) 767-4774
FAX' 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
52
AnACHED ALUMINUM COVERS
TABLE 1
MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
OF 3105 H-28 ALLOY
WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
O.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H.
3"x 0.026"
100 MPH W. L. 15'-11" 16'-1" 16'-5" 17'-0"
110 MPH W. L. 14'-3" 14'-5" 14'-1,0" 15'-6"
120 MPH W. L. 13'-0" 13'-2" 13'-7" 14'-4"
3"x 0.032"
100 MPH W. L. 18'-10" 18'-11" 19'-3" 19'-9"
110 MPH W. L. 16'-10" 16'-11" 17'-4" 17'-11"
120 MPH W. L. 15'-4" 15'-6" 15'-11" 16'-6"
LIVE LOAD; ALL BUILDING TYPES
O.H.. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H.
3"x 0.026"
20 #/SF L. L. 16'-1" 16'-2" 16'-7" 17'-2"
30 #/SF L. L. 13'-1" 13'-3" 13'-8" 14'-5"
3"x 0.032" ~~
20 #/SF L. L. 18'-4" 18'-5" 18'-9" 19'-3"
30 #/SF L. L. 14'-11" 15'-1" 15'-6" 16'-1"
1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS.
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUll'ANT
P. O. BOX 4368 SOUTH DAYTONA, Fl 32121
PHONE 1 (004) 767-4774
FAX' 1 (004) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN Al.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, PE.
3
47
ATTACHED ALUMINUM COVERS
SEE CONNECTION DETAIL
w
:::l;
o
I
U
d
2" x ." LUMBER TOP PLAT( WITH ROOf
2" II 2" II O.OH. ALUMINUM OR
2" II 4" AT 24" O.C. LUMBER
SHEATHING: 1/2" PL YWOOO OR
STRUCTURAL. GRADE THERMAL PLY
WITH SIDINC
"
/ 2" II 4" P.T.P. PLAT( w/ 3/8" II
4-1/2" CONCRETE ANCHORS
SEE CONCRETE DETAILS
SECTION THROUGH UTILITY ROOM
2" II 2" II 0.0"'" ALUMINUM OR
2" II ." AT 24" O.C. LUMBER
SHEATHING: 1/2" PLYWOOD OR
STRUCTURAL GRADE THERMAL PLY
WITH SlDINC
SHED IS fRAI.IED WALL A IT ACHED TO
HOST STRUCTURE
1/2" L-BOLTS fOR 2" II 4" P.T. PLATE
OR CONCRETE ANCHORS AT 4'-0. O.C.
SEE CONCRETE DETAILS
UTILITY SHED AND CARPORT WALL SECTION
NOTES:
1. ANCHOR PANS TO HEADER CHANNEL WITH (3) 110 II 1/2" 5.....5. W/ WASHER.
2. ANCHOR PANS TO ROOf BEAMS WITH (3) '10 II 1/2" S.....S. W/ WASHER.
3. ANCHOR COLUMN TO CONCRETE fLOOR WITH 2-1/4" II J" CONCRETE ANCHORS.
4. ANCHOR COLUl.tN TO BASE PLATE WITH 1-1/." S.S. BOLT
LAWRENCE E. BENNETT, P.E.
ClVR. ENGINEER" DfiVE1.OPMENT CONSUlXANT
P. O. BOX 4368 SOUTH Q,t,YTONA, FL 32121
PHOHE 1 (90") 767-4n4
fAX . 1 (904) 767-11556
o COPYRIGHT, 19116
NOT TO BE REPRODUCED IN WHOLE OR IN At.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
w
-'
iii
o
:::l;
C>
z
r=
11l
x
W
.
....
N
t-
<(
III
o
::)
t-
III
.
....
~
SEE CONNECTION DETAIL
12" II PAN (SEE CHARTS) USE 'v( TO
SELLCT PAN fOR REQUIRED SPAN
w
:::l;
o
J:
w
-'
iii
o
:::l;
C>
z
r=
III
x
...
.Wl. VARIES
fOR fRONT BEA'" USE 'L''''W/2+0.H.
/
I
~
J
-....J'
3
40