HomeMy WebLinkAbout96-6218
BUILDING PERMIT
~ .
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
Nt}
621813
Date /1) -2/- Y 6
C-;:IL DINr,---:J
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Job Address:
Parcel J.D. #
Zoning: ~ner;}Y Code: Radon Gas:
Description of Workc.. __ g - -/~~ If 1h'J"-n-.. -
Water Meter:
T.LF.'s:
NO OCCUPANCY BEFORE C,O,
FINAL 1/- /2/'
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C,O,
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
L-.L.
Valuation or
Contract Price
;2.26 0 .
/
crD
Permit Fee
Signature
Company
Address
Telephone#
JO'~' ~
~,
City License Registration #
State Certified License#
x---3
{j~c ab./~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Breakers
Ducts Insl.
Compressor
Final
Tp, Servo
Rough In
Meter Can
Const, Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Ftr.
Pre SLB
Lintel
FRM,
Insul. CL
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
ch,rge of Fifteen and 00/100 Dollars ($15,001 shall be made for each trip for each trade:
I
a, Wrong Address
b, Condemned work resulting from faulty construction,
c, Repairs or corrections not made when inspection called,
d, Work not ready for inspection when called,
e, Permit not posted on job site,
f, Plans not at job site,
g, Work not accessible,
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLICAnON FOR PERKIT
CITY OF ZEPHYRBILLS
BUILDING DEPARTHENT
."..-) , I . _ b
C~~UL-UJ.-ID-~~ cr "
L
OWNER'S NAME cRtX'r$/l.. /IRt-L-- / Jlrl-R- //1lr~,4r~
/
OWER'S ADDRESSLor-/~ t/c23 Z,C:tPfI 7/G RIJJ4--E" gLvA.
PHONE
/'?c2--7.;) '?b
JOB ADDRESS
S /9-/'1 ;C
LEGAL DESCRIPTION: LOT(S) BLOCK
PARCEL LD.' jJ -;(b -.2 /-iJ/:;o-~~t1/.2 D
SUBDIVISIOII .
(OBTAIN FROK PMPERTY TAX NOTICE)
WORK PROPOSED: ~w Construction ----..Addition ----.Alteration ____epair _Install
_Sign ----1fove ->>eaolish
PROPOSED USE: 3~e F_ily --ll/F _' of Units --ll/B
_ec-ercial _Indust. _Swia. Pool _Other
____estaurant Ii: Health Departaent Approval
DESCRIPnON OF WORK: S'1f,Gp - SC-k...~~U ~OOM-- C-PfRrL'~r
~ 9 7'; I
BUILDING SIZE: /0 X 7 2> 5:0 Square Feet, 7lJ ~Height
RESIDENTIAL: ATTACH (2) PLOT PLANS Ii: (2) SETS OF BUILDING PLANS Ii: (1) SET ENERGY FORKS.
COHKERCIAL: ATTACH (3) SETS OF BUILDING PLANS Ii: (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW COIISTRUCTION.
v'
_BUILDING
$
PERMITS REOUESTED
o?~ bO . D 0 Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
--llEClWfICAL
$
Valuation of tlechanical Installation
_PLUMBIIIG
GAS
ROOFING
SPECIALTY. .
TYPE OF COIISTRUC'l'IOII: _Block _Fr~ _Steel
Other
FDlISHED FLOOR. ELEVAnOIlS:
PT.
IS PROJEC'l III FLOOD ZONE AREA?
YES NO
..........................................
Signature
CONTRACTOR SECTION
#~a)KpANY /Jc.~ P
~L,~ ~~eL~:;..,o~-:~:~i:.. ~~~D;jJ'-D
, --
......................................*...
R1JT1.DER
F.T .RCTRICIAIiI
SianAture
COKPANY
State Cert. or Regist. ,
City License Registration ,
..........................................
PLUMBER
Signature
COMPANY
State Cert. or Regist. .
City License Registration f
..........................................
MECHANICAL
Signature
COKPANY
State Cert. or Regist. .
City License Registration .
.......................**.................
OTIIF.R
COKPANY
State Cert. or Regist. .
City License Registration .
.......*...............*..................
Signature
APPLICATION APPROVED BY
PERMIT OFFICER,
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
fbe undersigned understands that this penit JaY be subject to -deed restrictions- wbich JaY be lOre restrictive than City
regulations. fhe undersigned assU1e8 responsibility for COIpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a 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 owner and contractor JaY be
cited for a lisdeaeanor violation under state law. If the owner or intended contractor are uncertain .as to what licensing
requireaents JaY apply for the intended work, they are advised to contact the City of Zepbyrhi~ls Building DepartJent, (813)
788-6611. . . ,
FurtheIlOre, if the Dlfner 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 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 JaY be an indication that he is not properly licensed and is not entitled to perJitting privileges in the
City of Zepbyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION 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 - 8OIl!OIIIler's Protection
Guide- prepared by the Florida Departlent of Agriculture and ConsUJer Affairs. If the applicant is sOleone other than the
-01fIler-, I certify that I have obtained a copy of the above described c10cuJent and prOJise in good faith to deliver it to the
-owner- prior to COJJeIlceaent.
E. CONTRACTOR'S/OWER'S AFFIDAVIT
I certify that all the inforJation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, laning, and land developleDt.
Application is hereby Jade to obtain a peIlit to do wort and installation as indicated. I certify that no wort or
installation has cc.JeDced prior to issuance of a perlit and that all vort will be perfOIJed to teet standards of all laws
regulating construction, City codes, loning regulations, and land developaent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goveI'Dllelltal agencies lilY apply to the intended vork, and that it is
IY responsibility to identify what actions I lust take to be in COIpliance. Such agencies include but are not liJited to:
I Departlent of EnviroDJental Regulation - Cypress Bayheads, Wetland Areas and Envirolllelltally Sensitive Lands,
Water/Wastewater freatlent
I Southwest Florida Water ManageJeJIt District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
I Arl' Corps of Engineers - Seawalls, Docks, Kavigable Watel1lays
I DepartJent of Health' Rehabilitative Services, EnvirODJeDtal Health Unit - Wells, Wastewater freatJent, Septic fanks
I US InvirODJental Protection Agency - Asbestos abateJeJIt
I also certify that, if fill laterial is to be used in Flood ZOne -A- or -A,etc.-, it is understood that a drainage plan
addressing a -co.pensating volDle- will be subJitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance. .
A peIlit 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 peIlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every peIlit issued shall beCOJe invalid
unless the work authoriled by such peIlit is COllllJ1ced within sillOnths of issuance, or if work authoriled by the perlit is
suspended or abandoned for a period of sil IODths after the u.e the work is CDIIeDced. One 90 day eJtension of tile, lilY be
allowed for the peIlit with fee charge of $15.00. fhe eJtension shall be requested in writing to the Building Official, An
approved inspection lUSt be logged during each sillODth period, or the project will be considered abandoned.
IWUfIHG fO OIIHER: YOUR FAILURE 10 RlCORD A KOliCH OF C(IIMI1CBIIBIft' MAY RlSULf IK YOUR PAYIKG 'NICH FOR IMPROVEHElft'S TO YOUR
PROPERTY, IF YOU IJft'DD fO OBflIJl iIIWfClKG, COHSULf WItH YOOft LBIIDIR OR All AftORIIBY BEFORE RlCORDIKG YOUR KOlICH OF
COMMEHCIMBHT. JOBS UHDIR $2,500 IK VALUB DO KOI KBBD to RlCORD AJ/D POSI A -KOlICH OF COHMBHCBMBHt-.
~ A- ffI'U-~
SIWI1IBI: lIIIIIII III A - - ~ SlwlIIIII: ClIIJIA B -
StAfB OF FLORIDA
COUIIY OF PASC D
The foregoing instrument was acknowledged
before me this OeToAc:R:f 19..& by
AJ-i3427 SI g.1S
who is personally known to me or .ho has
-produced
-as id8Btifieatiea and who -Qid-/did not
take.~ -&
~f}' 67.h<.-
(Signature)
K ih1-+LEEtJ J lSk'ouJ N .
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
STAIB OF FLORIDA
coum OF PASc (.)
The foregoing instrument was acknowledged
before me this a:TlJ.t5e'l< ;2;, 19 -!l..1a.... by
IJ.Ll3Ur <3/ fr(S
who is persollally known to me or who lias...
prndll(,,8d
.-as id8Dtificat.iol:hand who 4M-/did not
tate-"?~~ E-~
(Signature)
kkrn LEEtJ ~T. '35R0-LY0
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
,,~g8(J' KATHLEEN J BROWN 9029
~ (0 mmiSslon CC44
ji* MYCo 1999
* ~ Expires Apr. 02,
d'"" ~
"'~ Of ,..",'Ii'
~1\1 Pile
.,...... n (~
~U:
"'t Of ,..",~
KATHLEEN J BROWN
My ComrnIMlon CC449029
ExpirM~, 02.1999
'3 (), c;0~lf
]f,,-L.'>t y, ro
SlTP. "I~I
,(IlP..SlDJl..HTl.!L usa OULY~
l'hUCEI. I .Il.
-"'1:' '
.... .\~
-3
:26
.::LJ
JUil.;
0/;)0
SUlll.J
Potx'(?
ULUl.:K
tJ/ .2 C)
UH
-Mt
() So. ,
IAND~1t 01=-
TWI'
, 1."~J.C'llll":"'L'u'r (,S- X ! Db '
"IHlI'lprn ..,'.. ....,a;.a,
<:IIIt;lI'JI'!' UWIII!lIS I(Q6-6R- JllltV 61( JAI%R-tT/JIL, ~~/!IC1I1.'r~
, ....11 urllwlnas ohall Lu dl'a(" to lic.al" for all J)Al'~S:l. ar lat.a flvu ACrOIl or '>
. .... .- -,
//J -c;lI-~G
lU:4u.
r.
~";).
~
II
\3't,
t
y t.f'
(..]./ {11 ~ &-
MOB )L\;;
HOM-h.
>
f-7'b '~ 10D'
, st...(a";G.~ t
10 1U>l? (1'\ ~i'
,! .:> ~ "top-tO d'
~t~~~& ~ t
CO I\J CJt- 6:r'-'
1
dO'
1
r .(tJ-r- a.
hi d~?
Z E Pit Y R If! J) C:r e. /:3L.VL>.
SIIOW I\Ll. EXlS'l'ltiC AND rnOrOSED STnUCTUltES CIVlJ1C DDWlSIOH:l AUD SIn'llAC~. IIL::,~. lIUH CJI"'I~
J,JiY nOUH:i OF \lATf.R AHP no.wW^'tS (lNCL.UDIUC UAJ1.ES) /u')J^C~'C "CJ 'I'lla-: 1'1l0rElrry. !IIU1CJiTt::
T"I': $IH:. YEJ\/l. Miu HN1E OF HO~:lI,EI SUCH AS III x t..OI, l~ll\. FLEE'1'WOOI.J,
~l L "EASEHElilSIt , "RIeUT-OF-WAY" &md ,"JUJUSDICTIOHAL LINES". .aU,H: ~o ahow" Oil all uj t-:plal\:l.
UU tlUT ENCROACII uno ANY EASEMENT WITII A STRUCTURE
1I0UU 'ON$JItU'JlOU
U&~.: .',..'
"/1 01'05 (0 "'OOIJlO~
.,.~.: II. .,'
"'.~;C(JIL.(: 1I0lrtt: :II: luP I
"'t..I.'.. .... .
. ~ . . .
".'11011.1 ,.., 11)0 '1.1
. ... .".... '., . . . ..,\ ., ;.... --., .--,
..: · . .. . .0'
. '. '....." . Ij '.. . ,,,.. o. .
)''-'' ..It. ~~I"~" 10'. ~"oO\!'~I"~~ ~l~ij. ~:.f... .~'tl'1f:, :~':.h';'l' ','
.... t.. ~l.r: . ',"'.. 'J' ".' _ , . .,
.. i ..... ... ~ .
\;I .. g ... 0 .. ~
,~' w' Q 1.'tI'". '.' - " .,' ," : &'1011.., .'
-: h..... :.... ." : ,... -:
,. , .. I' l .
.. '"
.0'
"L. J
-. ..
.,,'
. '
\: t~.. i,..' ij...,t\...:'.'1... ';''1. :!.;I\\~',D~.';':'j:;
1,,.,-. .. r. . '.. I., J " "
..
0:
..
...
..
..
10'
aO&D .nw(
a 0100 IH.W(
..0411 ItAWI
,
slll'P\.ill:rl!
. '"
tI}~
\'t\ ~ ~
~ ~~~ ~
t.v~tv~
~ 1I"
~ ~ h. ?:,\
~~ ~ ~
I\) ~ S. b\
:J~~ ~
~~~ i'\
~~, l' L.,
~_, K ~ ,(;)
"\I '-.,j () l.l'
~ ~ 3\ C)
~~
11)~
~ ()
()
t
"
~
c:::...
I;J
o
~ U
~'-
.~
w~
~
~ ~\
'0[,)
\'l1~
~'.I
~r:
"-
~
~
~
~\
\)
<..- "V
st.:
\,---,
'--
',,---,
. ACE ALUMINUM
38525 2nd Ave. .
ZEPHYAHILLS. FL 33540
782-2616 Ii
SOLD TO J-R.
ADDRESS L.or~/cZ C,/c23
SHIPTO ZEfJ;lY~H/LLS.
DATE /0 -.2/-9~
PHONE 7 J" -1 -~ 7 f.,
ACE
ALUMINUM
Job No,
Phone: (813). 782-2616
Z-b~flYI< /f/L)C7~ "t5LI/c:?,
r-/~ J.j> S 'i- /
/0;<71\/0 c5'#~O
II xq ..eJ)Or 0S'#L[D
1
/0 'x- eJ t/ X- / tJ SC.R tCa:/LJ "" D () /1-1
//X .:J 1J II:.. DO p- O/ .sC..e-" /LbD~
,
/l/ X- ~ / C-/f A: tPl? ~ ".,-
PERMIT
PRICE
TAX
.c:::::.....L nd~i ----e<n TOTAL PRICE d2.2& 0,0 ()
// ;: u \sn a~ to pay
// I S1 ALY IN FUL N COMPLETION DEPOSIT
,,(./
~ 7'~
Rep,
~.
BALANCE C.O,D,
ATTACHED 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' 0, H. 3' 0, 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 0, 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. BENNE'IT, P.E.
CIVIL ENGINEER &: DEVELOPMENT CONSUU'ANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX' 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN RloRT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
47
ATTACHED ALUMINUM COVERS
~-
'-/'
---~.'
SEALANT
~ S HEADER EXTRUSION
~ ~ 18 II 9/16" TEK SPACED AT
~ _______ 8" O,C, BOTH SIDES
___ SEALANT
110 II 1 -1 /2" S,".S. OR WOOD
WOOD SCREw (1) PER RAFTER
OR TRUSS TAIL
EXISTING TRUSS OR RAFTER
'10 X 3/4" S.".S. OR WOOD
SCREW SPACED AT 12' O.C.
3. ROOF PANEL
EXISTING FASCIA
SEALANT
~ S HEADER EXTRUSION
~ ~ fl8 x 9/16" TEK SPACED AT
~ _______ f!' O.C, BOTH SIDES
___ SEAlANT
FOR MASONRY USE 1/4" x
1-1/"" TAPCON ANCHOR OR
EQUAL SPACED AT 24" O.C.
FOR WOOD USE ~110 II 1-1/2'
S."'.S. OR WOOD SCREWS AT
12" O.C.
3' ROOF PANEL
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OlliER CONSTRUCTION
------
ROOF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
NOES: WOOD STRUC1URES SHOULD CONNECT TO TRUSS Burrs OR THE SUB-FASCIA FRAMING WHERE POSSIBLE
ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS Burrs / SUB-FASCIA AND THOSE AREAS SHALL HAVE
DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/4' WASHERS
. OR SHALL BE WASHER HEADED SCREWS
HO~;T STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS
LOAD CONDITIONS
GU.sS ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF
1. CONCRETE 1/4"x1-1/8" 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
1. CONCRETE 1/4"x1-1/8" CONCRETE SCREWS
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12"
22#/SF 32 #/SF 57#/SF
@ 12" O,C.--~-->2 @ l' O,C.
O.C,--------->2 @ l' O,C.
'-...../'
SFUCE TO BE LOCATED 1/4 TO
1j:1 BE...... SPAN AND
Sl AGGEREO EACH SIDE Of SELF
MJ\ TING BEA'"
{- d-,50. -r- d-,50" ---of
+ + + + + + + +
DENOTES SC EW PATTERN
NOT NUt.lBER Of SCREWS
l' MAX.
BE At.I SPUCE SHALL BE MIN.
Ot' d-,50" HEIGHT AND
2 (<1-.50.) IN LENCTH
MIN. SCREWS PER SPUCE
TOTAl / SIDE OF SPUCE
2' x 'I" 4/2
2' II 5" 4/2
2' II 6 4/2
2' x 7" 6/3
2' x 8" 8/4
2' x 9" 10/5
+ + + + + + + +
d = HEIGHT OF BEAM
I" MAX.
PLA TE TO BE SAME WALL
THICKNESS AS BEAM
PLATE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. BENNETT, P.E.
Clva. ENGlNEBR &; DEVELOPMENT CONSUI:rANT
P. O. BOx 4368 SOUTH ~YTONA, FL 32121
PHOHE 1 (904) 767-4n4
FAX . 1 (904) 767-6556
'...J
o COPYRI'3HT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN At.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/B" x 3-1/2" BOLT
80 Lfl, 2500 PSI CONCRETE
PRE-MIX
"t" IS THICKNESS OF
REQUIRED POST
l
~
I
..,
4 .. .
.:4" 4
. . . <I
1 16' 1
3"x3" BASE
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CONCRETE w/ 14 . BAR
12" LONG
3" x 3" POST TURN BOLTED
TO ANCHOR RISER
(l
2-3/4" x 2-3/4. x 2-1/2"
LONG x 1/8" TUBING
POURED CONCRETE
REFER TO TABLE 5
'k--
WELDED CONNECTION
'--
>
~
LL-1Y
1~30LA TED FOOTING
12" x 12. x 1/4' PLATE
2'-0" l.tIN.
BEFORE SLOPE
T i
3-1/2" CONC, SLAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
NOTE: IF LOCAL BUILDING DEPARTMENT HAS A
MINIMUM FOOTING SPECIFICA liON, THAT
l.tINlt;lUM SHALL SUPERCEDE THESE PLANS.
11:.
(1) 15 BAR CONT.
(1) 14 BAR CONT.
NOTE: FIBER MESH CONCRETE DOES
NOT REQUIRE WIRE MESH
rLA T SLOPE / NO FOOTING MODERA TE SLOPE FOOTING
o - 2"/12" 2"/12" _ 1'-10"
:'IOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION
MIN. 2500 P,S.l. CONCRETE W/ 6 x 6 - 10 x 10
WELDED WIRE MESH OR FIBER MESH CONCRETE
STEEP SLOPE FOOTING
> 1'-10"
SLAB DETAILS ADDRESSING EROSION
'-
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUlXANT
P. 0, BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4n4
FAX j 1 (904) 767-6556
C COPYRIGHT, 1996
NO r TO BE REPRODUCED IN WHOLE OR IN frl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
"
oJ
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'-10" 1,491 83 68 62 47 27
3"x 3"x O,90"TUBE EXTRUSION 6063 T-6 ALLOY
11'-10" 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' -1 0" 2.268 126 103 95 71 41
3"x 3"x O.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 O,12S"TUBE EXTRUSION 6063T-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
* ALLOt' 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
1'-0"X 1'-0"X 1'-0" 29 25 21
1'-4"X 1'-4"X 1'-4" 86 72 61
1'-6"X 1'-6"X 2'_0" 163 136 116
1'-8"X 1'-8"X 2'-0" 187 156 134
1'-8"X 1 '-S"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"X l'-4"X 2'-4" 117 97 56
LAWRENCE E. BENNETr, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUlTANT
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 flt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
52
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 "L:' ON DRAWING USE LOAD WIDTH = "W'/2 + O,H.
2"x 4"x 0,050" TILT BEAM: LQAO 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,050"TIL T BEAM OR 2"x 3"xO,050"EXTRUSION
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 0,050" x TILT BEAM
5' 9'-9.
6' a'-11.
7' a'-3"
a' 7'-9.
g' 7'-3.
10' 6'-11.
11' 6'-7.
12' 6'-3.
2"x 4"x O,044"x 0,120" S,M,B,
5' 12'-10"
6' 11'-8"
7' 10'.10.
a' 10'-1"
g' 9'-6.
10' 9'-1.
11' a'-a.
12' a'-3.
2"x 5"x O,050"x 0,120" S,M,B,
5' 15'-2"
6' 13'-10"
7' 12'-10"
8' 12'-0.
g' 11'-3.
10' 10'-a.
11' 10'-3.
12' g'-g.
2"x 6"x O,050"x 0,120" S.M,B,
5' 17'-2,"
6' lS'-a.
7' 14'-6"
a' 13'-7"
g' 12'-9.
10' 12'-1.
11' 11'-1"
12' 1 0'-3"
TABLE 2
EXAMPLE
8'-0.
7'-3"
6'-9.
6'-3.
5'-11.
5'-7"
5'--4"
5'-0.
10'-5.
9'-6.
8'-10.
8'-3.
7'-g.
7'-5.
7'-0.
6'-9.
12'-4.
11'-3.
10'-5.
9'-9.
9'-2.
8'-9.
8'--4.
8'-8"
14'-0"
12'-9.
11 '-10.
11'-1.
10'-5.
9'-11"
g'-s.
g'-o.
10'-11"
10'-0"
9'~3.
8'-8.
8'-1"
7'-9.
7'--4.
7'-0.
14'--4.
13'-1.
12'-1.
11'-4.
10'-8.
10'-1.
9'-8.
9'-3.
16'-11.
15'-6"
14'--4.
13'-5.
12'-8.
12'-0.
11'-5.
10'-11.
19'-2"
17'-6.
16'-2.
15'-2.
14'-3.
13'-7"
12'-11.
12'--4.
8'-1.
7'--4.
6'-10.
6'-5.
6'-0.
5'-8.
5'-5.
5'-2.
9'-9.
8'-11.
8'-3.
7'-9.
7'-3.
6'-11.
6'-7.
6'-3.
12'-10"
11'-8.
10'-10"
10'-1.
g'-6.
9'-1"
a'-8.
8'-3.
15'-2.
13'-10"
12'-10"
12'-0"
11'-3.
10'-8.
10'-3.
9'-9.
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.
8'-11.
8'-1.
7'-6.
7'-0.
6'-8.
6'-3.
~6'-o.
5'-9.
11'-3.
10'-8.
g' -11.
9'-3.
8'-a.
8'-3.
6'-10.
7'-6.
13'-10"
12'-8.
11'-8.
10'-11.
10'-4.
9'-9.
9'--4.
8' -11.
15'-8.
14'-3.
13'-3.
12'-4.
11'-8"
11'-1"
10'-6"
10'-1.
..-
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER ok DEVELOPMfNr CONSUIIANT
P. O. BOX 04368 SOUTH o,..YTONA, FL 32121
PHONE 1 (904) 767-4n4
fAX , 1 (904) 767-6556
o COPYRIGHT, 1996 .
NOT TO BE REPRODUCED IN WHOLE OR IN ""RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
3
49
SCRI~ENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER
2.x ...5_ BEAM SEE TABLE 4
J
OVlI~HANG VARIES +
2' - 0' MAX.
--:r
- .W. -
FOR MAX.
UPRIGHT
LENGTH '.x 2.
::x:
3-1/2' SLAB ON GRADE
OR RAISED FOOTING
VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
1
TYPICAL GLASS ROOI.l WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING
· (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF '"x2" PLATE TO BOTTOM OF WALL BEAM)
ALUMINUM PANEL COVER
L.l
lr
::>
1-.
u
=.
l!::
VI
t:l
Z
F
VI
X
L.J
J
2"x:] BEAM AND COLUMNS
MAX. COLUMNS, SPAONG.
SEE TABLES
, "x2"xD,O-W.
'W' VARIES
1
TYPICAL GLASS ROOM
NOTES:
1, ANCHOR 1" x 2' OPEN BACK EXTRUSION v"TH TAPCON 1/4'x2-1j4" LENGTH OR EQUAL
MAX. OF 2'-0" D.C.
ANCHOR TO WALL WITH 1-1/2" 110 SMS v"TH WASHERS 2'-0" O.C. SPACING
ANCHOR BEAM AND COlUMN KNEE BEAM WITH ANCHOR CUPS AND 110 SCREWS AND
WASHERS
2. "'IN. SLAB THICKNESS FOR SLAB ON CRAOE IS 3-'/2" CONCRElE
3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A' VALUE OF W/2 OR W/2+0.H.
4. 'W' IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM
LAWRENCE E. BENNETT, P.E.
Clvn. ENOINEEll &; DEVELOPMENT CONSUI:rANT
P. 0, BOX 4368 SOUTH DAYTONA. FL 32121
PHONE 1 (904) 767-4n4
fAX , 1 (904) 76Ni556
-.....J
o COPYRIGHT. 1996
NOT TO BE REPRODUCED IN WHOLE OR IN fll.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT. P.E,
SC::REENED ENCLOSURES: SCREEN I VINYL AND S.OLID COVEn
'-
I
~8Le 3:
~
MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS
ROOMS EXTRUSIONS AND SELF MATING BEAMS OF 6063 T-6
ALUMINUM ALLOY
LAWRENCE E. BENNETl', P.E.
CIViL ENOJNllSR.It OI>VIiLOI'MENT CONSUlXANT
P. 0, BOX 4308 SOUTH ~YTONA. FL 32121
PHOHE 1 (90<1) 767,<177<1
FAX . 1 (90<1) 767-6556
Q c.:: PYRIGHT. 11lQ6
NOl 1"0 BE REPRODUCED IN WHOLE OR IN R>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT. P.E.
· 2
33
ATTACHED ALUMINUM COVERS
SEE CONNECTION DETAIL
2' x 4" LUMBER TOP PLATE WITH ROOf
.... <.:i 2" x 2" x O.OoH" ALUMINUt.4 OR
::Ii
0 0 2" x ,," AT 2"" O.C. LUMBER
J:
.... .""
-l ("oj
iD r- SHEATHING: 1/2" PL YWOOO OR
0 <
::Ii STRUCTURAl. GRADE THERMAL PLY
III
C> Cl WITH SlDINC
z ::3
F= r-
III III
X .
.... ...
" / 2" x ,," P.T.P. PLATE w/ J/8" x
N "-1/2" CONCRETE ANCHORS
SEE CONCRETE DET~LS
SECTION THROUGH UTILITY ROOM
SEE CONNECTION DET ~L
12" x PAN (SEE CHARTS) USE 'W' TO
SELECT PAN fOR REQUIRED SPAN
2" x 2" x O.OoH" ALUMINU... OR
2' x ,," AT 2.." O.C. LUMBER
....
::Ii
o
I:
...
-l
in
o
::Ii
C>
Z
F=
III
X
....
SHEA THING: 1/2' PL YWOOO OR
STRUCTURAl. GRADE THERMAL PLY
WITH SlDINC .
"W'- VARIES
fOR fRONT BEAW USE 'L''''W/2+0.H.
SHED IS fRA!.IED WAl.L A IT ACHED TO
HOST STRUCTURE
1/2" L-BOLTS fOR 2" x .." P.T. PLATE
OR CONCRETE ANCHORS AT '''-a" O.C.
/
SEE CONCRETE.OET~LS
UTILITY SHED AND CARPORT WALL SECTION
NOTES:
1. ANCHOR PANS TO HEADER CHANNEL WITH (3) 110 x 1/2" S.t.4.S. w/ WASHER.
2. ANCHOR PANS TO ROOf BE.....S WlTH (3) 110 x 1/2" 5.....5. w/ WASHER.
3. ANCHOR COlUl.IN TO CONCRETE fLOOR WITH 2-1/'" x 3" CONCRETE ANCHORS.
4. ANCHOR COLUl.IN TO BASE PLATE WITH 1-1/4" 5.5. BOlT
LAWRENCE E. BENNE'IT, P.E.
CVR. ENGlNEER It DEVELOPMENT CONSUlXANT
P. O. BOX 4368 SOUTH ~YTONA, FL32121
PHQHE 1 (90") 767-4n"
fAX . 1 (90") 767-<<1556
o COPYRIGHT, 11196
NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. RE.
J
-..J
,
>0......../
3
40