HomeMy WebLinkAbout96-5626
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit 11'\1
(813) 788-6611
~.
j-562Q 6
Date d -;L t; - Yf:-~
~ ELECTRICAL PLUMBING
::~:::::,n~,fi1f 1ah-
Parcell.D. # J/ -;16 -;2/ - 06/0 IS>OD - 01/ g--
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
Zoning:
,-
Description of Work
Energy Code:
~1:t;~
"
Radon Gas:
FINAL "2 - ~
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Permit Fee
Signature
Company
Address
Telephone#
Valuation or
Contract Price
51' 70. crv
City License Registration # 8:::3
State Certified License#
/1/)
tl~J rdLA..._
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
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 ZEPHYltfffT.L.c:
BUILDING DEPARTKEliT
OWUE.R'S I1J}Dlu::SS
.If! '-L tJ IA '-fiA.J j;; r
~V-2t./ //?IZ:L J7
CLJ-mf
~/7.
PRONE
OWNER' S NAHR
JOB ADDJU:SS
LEGAL DlJSCRI.PrION: I..OT(S) BLOCK SDBDIVlSION
PARCEL I.D.' II -Jf;')-'i -DOl/) ,-,3 7(}o - 0 IIi (OnTAIN FROM PROPERTY,T'~NQ1'r.c.e.1
~ .' ,
WORK I'ROPOSED: Hew Conaitruction
~ien
--J,JditioA ---..Altera. t ion. --.JLepair _In..;;: tall
-Jiove -Pe..olish
.---1I./F _, of Unita __'UU
_~t. -Jwia. Pool _Ot:l;u~r
PROl1)SElJ USE: '~iPale F~ilY
_eo..ercial
Restaurant << Bea.lth Departaent Approval
DESCRIPLlOU OF \JORK: P /f 7/0
BUILDINi:; sun: I tJ xl ~' . /60 Square Peete .P rp 9 Ueiaht'
. . ! ' ~... . , r'
RES1DE1iI~L\L: . ATr.\CJ1 (2) l'LO't ,l'LAHS << (2) SETS OF BUlLOlHG fUNS << (1) SET ENERGY FORriS.
COMMERCl.&\L: ATtACH (3) SETS, OF lJUILDING PLANS << (1) SIlT ENERGY FOaMS.
PROP&a.TY Stm.V~l" ~UlllED FOR ALL NEW CONS'l'~-"Uc-tr01J.
p~nMlTS REOlffiSTED
_BU1't~I)1NG
$
Jf7tJ.oo
V.;:..luation' of Total Construction
, .
_RLEI:CIUCAL
.AW,- Se~+ce
Florida Power eo'rp.
W.R.E.C.
-JiECdfAlUCAL
$
Valuation of Kechanical1nstall.a.tion
, ,
_puJ:!i:l1nm
"
G.\S
ROOFING
S,llEClJ.l.'l'Y
TYPE 9FCONS~Cf.J;OH: ,
YlJUSWn) FLOOR ELBV^TIO~S:
Block, ~r~ _Steel
Other
I..'.O-.'i. ".
,
FT.
IS PROJECT 'IN FLOOD ZONE .#JlEA t
YES
NO,
....fr........................*.....*..*......
."",- "'." " " , !
I,'
BU1U)WJ;
, ",;;" CONTRACTOR SECTIOij
.. ;"7 ", . COHfAUY. ';' /lu' /lL.U/J!.
'\JP 7!/~I.:':r'-" State C~rt. os: ,Reaioit. t C/CcC"?'/hP'l>
~ City License Registration j ~~
Y ***a**_**..*******.*********.************.
Sis,nat\J1 i:lC!
EI ECTRl \~UH
, ,.i COh.PAUY '
State Cert. or Regi&t. .,
City License Registrationi
.*.....**...*.*****...**..*.***...~.~~*.*.
S i en,b, t\li o~
PLUKBF.R,
COMPANY
State Cert. or Jl.egLit. ,
City License Regi6tration t
~*~~.**.....*.......*.*..*.*..*.***.****.*
SignatUli:C~
" '
HF.CH.OO;!~~
., COMPANY
State Cert. or Regist. ,
City License Registration .
_.._*.__._...__._..._---_.__._.*-*_.*.*..-
SignatU.iC.~
OTHF.R
..-.**.-..-..
COHPAHY
State Cert. or Resist. t
, ., Licen.&e llesi6tratioll ,
~***..**.**..***.*.*.
Signat&;C!t'4lJl
APPLICJ'nOH APPROVED BY _,
PERMIT OFFICER.
COND~T~ONS OF PERMIT AFFIDAVIT
A.nOTICE OF DEED RESTRICTIONS'
!be uDiii~rsigned UDderltaDds ttiat tbiapera1t lilY be subject to 'deed reatrictiOlli'wch lilY be .ore reatricUve tban City
regubt:iOD&. lie \1IlderIigDeC1 illJUlelRlpoIIIibUitl for COIPl~ ,ith i111. applicable deed reatrictiOlli. '
B. UNLICENSEDCONTRAC'l'ORS AND CONTRACTOR RESPONSIBILI,TIES .
If the ~)d8t baa bired a l;lOIltractor or c:ootractora to UDdertike IIOtk, they lilY be required to be 11ceqe4 1A acc:o(c1iQce ..ith
state a11d local regu!atiCl!l:l.;'. If tbeCOPtnctor ia DOt liC8D8ed ill required bylu, both ~e"m,mer andCQll~tor lily be
cited fill a aiack!lWQl.,iOlitioo UDder ltate 111I. If the ower or intew1e4 COIltractor are'WiCertaiD as to wt lic8D8ug
requiIellenta iii apply for theinteDdec1 IOfk, they are advised to COIltact the Cit! of Zepbyrbi11s Building De~~,. (813)
188-6Hl.' .. -'. i., .
, ,
FurtberJlOre, if the ower baa bifed a contractor or CODtractors, be is advised to bave the CODtractor(S) sign porUooa of the -
IConb alctor SecUoosI of Ws applicatioo for wch' they ,ill be reapooaible. If JOU, as the o.mer sign as. the ~tfactor,
YOIl ilIe iDdicatiDg tbit,JOIl, ratller tbaD tile contractor, are responsible for the at. If the COIltractor wiahealOll to'.ign
as COltcactor tbat U, ,be ill iDtUcatioo tbat be is DOt properly licenaedand ia DOt entitled to pemittiDg privileges ill the'
City cf Zepbyrbilla.' . \ ' .' ..,' ,.
C. ~L'RANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. !::ONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS )umNPED) .
I certify tbat 1, the applicaot, bive been provicled vith a copy of IFloril14l'1 COIIitruCtiDll Lien LaI - JIoIecMDer'.'rotectiOll
Guide" :prepared br tbe Florida DepirtleDt of Agriculture and COIIiWIU Affairs. If tbe applicaot is IIOIIeOIUl other thi.D the
'OW8J'., 1 certifrtJait 1 biva obtoiDed i copy of the above deacribed doculIent and prOIiae in good faith to deliver it to the
'owneJ:1 prior to ~"CfIMU!t. '. .. .'
, ; I,
E. !::ONTRACTOR · S/OWHER' S ' AFFIDAVIT
1 cerLify tJait all tile .iDforaaUoil,Ja W..,applieaUOIl ia accurate and tbataJ,l alOlt "ill .be _ 'in eo.pliance wUJl'all
applil:able 1_ regulating CODStruc~JODiDg,and land tlevelopleAt. .'. . .
." ''':~'r;'''',,'''''' .,....~.,.,.". .' .,' . ..
Applkation is ,Ilereby _to ob~ aperait to do 10ft awl iDatallaUOIl iIIiD4icate4. 1 certify tbat IIOtIOl't or'
iDataUatioD baa torellaldprior~'J"*c,' Qfa;pemt and tbit all_t ,111 beperfQlJed to lilt ataDllarda of ill u.s '
reguhting COBItrucUoa, C1ty.f"~JegulatiOlll, aDd lilld de'alopeeatrequlaUODI'in the juriadicUoa. I also' .. ,-
eartHy tbat I UDderataD4 tbat tberegUlitiODi. of other go.eruental agenciu lal apply to the 1AteD4e4 uk, and that it 11
IY rl!1;ponaibilitJ to itleIltifywt aetiOna Il\18t tab to be' in coapliaice., Such agencies' include bllt are DOt liaited to:
* ~~!tJent of BDvirooaental Rectulation - Cypreaa Blybeada, Wetland Areas and InvuOIlII8Iltally _itive Landa,
. '. "ater/"aatewatet lreataeAt ..
t SoUi]lIIeat Plorida Mater llaDaQeMIlt. District - "elll, . Cypreaa Baybea4a, "etland Areas, Altering "atercouraea
t !f!i Corps of Engineers - S...l1l, Docks, lav~giJble Waterways
t ~~~tJent of Health , Bebabilitative Senicea. BDviIOIlIeDtal Health Unit - "ells, "illtewa~ TreataeDt, Septic 'IiDb
t ~;~.vi(OIUIeDtal ProtectiOllleJency - labeatoa ibatuent. '
1 alai) certify tbat, ifUU Iilterij! il to be used in Flood ZODe III or Il,ete.', it il understood that a drainage plan
addre.i~iling a ICQIPtDIilting voluel will be subllitted which is prepared by a profeaaiODal engineer registered in the State of
Plori-ie, prior to pmit ialUiDCl." .."."., .
1 ptp:lit iaaued &ball be coaatrue4 to be a' UceD&e to proceecl with tile at aDd DOt as authority to violate, caocel alter, or
6et ~ si.de any PCOVWOQI of the tecbnical c:odea, DOr aball iaalliDCl of a perait prevent the Building Official fro. thereafter
requiring il correctiQQof mora ~plaD1, COIlOtructiOll, or vWatiODl of anJ code. Ivery perlit iaaued Jball becoIe invalid
Wll~,1iI tbe IIOrk autborbld)Y such penit ia ~""ed -.itbiD SUlODtba of iaa\IanC:e, or if...k authoriled by the peiait is
&USpuMled or abalVloPeel for i period. of aU IDIltba after the tile tbe uk ia ~,ced. ' (me 90' day ateAaion of tile, Iill be
allo.leCl for the peQit "ith fee ~e of $15.00. Ibe ateAaloo aball be requested in vritiDg to the Building Official. An
appl(fYOO iDapectioD lUSt be logged dur1Dg each aU IODtb period, 01' tbt project "ill. be conaitlered abaPdoned.
WARJUM(; TO OWDB: YOUi FnWIlK TO PCOBD A 10llCK 0' .aItMIICIKBO' KAY RBSULT II YOUR PAYIHG nUCK POi lHPllOVlllEl'tS TO YOWl
PIlOPUrtY. 11 YOU 111110 TO QBlW 'WIICl1G, COISULf ,.IUIH ,YOUR LDDBI OR AI lffORllY WORK BiCOBDlJiG YOWl 10fICK 01 ,
ClIlItIlIOiIlIlIl'l. _1IIIIlIII~,~~.~ IIIl BOr _10 pClRU AlDPOSI1'BOr?Zd
Sli;w~1UB1: oma OR AGm SlGIIAf~~-
S'Ilfli OF PLOIUIlA . I .:
COUJl'Irf OP
'l'he foregoing instrument was acknowledged
beflJI'B lie this ,19_ by ,
. S'IlTI 0' FLWDA
coum OP
The foregoing instrument was acknowledged
before lie this , 19 by
",' ~.1' .
whe? 1s per~onally known to lie or who has
'produced
as identification and who did/did not
take an oQ.th.
(Signature)
(Name .typed, Printed or Stamped)
~O'rARY PUBLIC
who "1.s personally mown to .e or who. has
produced -
il8 .i(]len~ification and 1lI~ .4.i.d/diq ~ot
taklj an oath.
.' , '~ . < '. " ,
(Si~iii,ilture )
(NaJOEl 'l'yped, PJ"iD:ted orStuped)
~i~:Y PUBLIC '" ..,. ,
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1'/lOI'EIl'!"), 111 AS LJIlEHl::tH
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lILOt:K
ClJltilElrt' mll :~IlS
L3 f l L''DUL- A~C'1
IlhTE d~;)./ -96
, All tlrowlnl;9 uhull be drawn to aCJllu for all parcolll or Iota ftvu acrea or le~B.
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SIIOW ALL :.xlSl'UIC AND PROPOSED STRUCTURES CIVlJ~C D!H.ENSION:l AND Sln'llAC(S. I\L:..~, lllUlCATE
I.IIV nOUHi OF WATM AND ROA.L>W^,iS (INCLUDING NhMES) ADJACm\'C 'f('J TilE PIlOPf-IIT)'. ltlUlCIiTE
'I" f. S 1.1. f I YEJ\Il, Nib tiN1E OF HO~:tI.E, SUCH AS 12' x 60', 19 B l' FLEETWOOU.
~ll "EASL1ENlS", "RleUT-OF-WAY" und ~'JURISOICTlONAr.. LINES". 1R0U/l~: be ahown on all Bj tP. plang,
1>0 riOT Et1 ',~ROACII INTO ANY EASEMENT WITH A STRUCTURE
tlOUSE (;ON $TRue TlON
fl."': ,', M'
.0'.\~(jU: HOME SETUP I
.,.". r ... ,,,,' .
PROPOSED ADOITIOli
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:a .
4
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. I '. . . .. . 40'
0, ' :"..' 10,... to, D"
).;.. ~lt~w:.O"...ID. f(~','~~ 4\~~ :l:j'...\"t,~r;I'o;hllirl' ..J.....
.~, . ... ?~~ . ". ..,..."] "..'
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110100 HIoW,
sli~"\.11\ Cl!
385':,5 Palm Grove Drive
Zephlrhills. Florida 33540
ACE
ALUMINUM
Job No.
Phone: (813) 782-2616
~
SOLD TO
ADDRESS
SHIP TO
DATE.
PHONE
-
A /" ""'\
,(1 V It, f/d~ /~ ~.l-H/ ( (~111//7 ) <.J70, de)
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PERMIT
PRICE
TAX
The undersigned agrees to pay TOTAL PRICE . L/ 7 ()" d c)
INSTALLERS IN FULL ON COMP TION DEPOSIT
----t
---J:
\.-
L
~~dJ~
Rep.
BALANCE C.O.D.
ATTACHED ALUMINUM COVERS
----
~ ';;.. SEAlANT
~.::~ ~ ~ ~ :~~~ E~:U:~~~ED AT 0" /
~ 8" O.C. BOTH SIDES / .-
___ SEALANT
#10 x 1-1/t' S.M,S. OR WOOD
WOOD SCREw (1) PER RAFTER
OR TRUSS TNL
EXISTING TRUSS OR RAFTER
610 X 3/+" S.M.S. OR WOOD
SCREW SPACED AT 12" O.C.
3" ROOF PANEL
EXISTING FASCIA
'....J.
SEAlANT
~ ;j HEADER EXTRUSION
~ ~ #8 x 9/16" TEK SPACED AT
~ _____ tr' O,C, BOTH SIDES
___ SEAlANT
FOR MASONRY USE 1/4" x
1-1/4" TAPCON ANCHOR OR
EQUAL SPACED AT 24" O,C,
FOR WOOD USE #10 x 1-1/2.
S.M,S, OR WOOD SCREWS AT
12" Q,C.
3" ROOF PANEL
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
I ;~OOF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
I'.e 1ES; WOOD STRUCTURES 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 SHAU 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 SU8-F ASCIA CONNECTION REQUIREMENTS
LOAD CONDITIONS
GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE 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.
~. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C.
SC~:EEN, VINYL, AND CARPORTS
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' D.C.
~'. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' D.C.
"-../
:;FUCE TO BE LOCATED 1/4 TO
1/ J BEAM SPAN AND
;1 AGGERED EACH SIDE OF SELf
1011\ TING BEAM
r d-.5D" -r d-.50" -{
+ + + + + + + +
DENOTES SC EW PATTERN
NOT NUMBER OF SCREWS
1" MAX.
lE AM SPUCE SHALL BE MIN.
8f d-.SO" HEIGHT AND
l (d-.50.) IN LENGTH
I\/IIN, SCREWS PER SPUCE
mrN.. / SIDE OF SPUCE
2" x 4" 4/2
:1.' II 5" 4/2
;1.' II 6 4/2
~t II 7" 6/3
2' II B" B/4
!.' II 9" 10/5
+ + + + + + + +
d = HEIGHT OF BEAM
1. MAX.
PLA TE TO BE SAME WAll
THICKNESS AS BEAM
PLA TE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER &: DEVELOPMENT CONSUU'ANT
P. O. BOx 4368 SOUTH D.J.YTONA. FL 32121
PHONE 1 (00<4) 767-4n4
FAX , 1 (00<4) 767-6556
,---./
C COP'r'U3HT, 1996
NOT TO HE REPRODUCED IN WHOLE OR IN At.RT WITHOUT WRITIEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
..,
44
ATTACHED ALUMINUM COVERS
, 61.1;; ,1 '
MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
OF 3105 H-14 OR H-25 AllOY
CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
NO o. H. l' O. H. 2' O. H. 3' O. H.
WIND lOADS:
O.H, CONDITION
1-1/"i 'x 0.026"
10l MPH W. L.
11l MPHW.L.
12C MPH W. L.
1-1/"i 'x 0.032"
101 MPH W. L.
11f MPH W. L.
12~ MPH W. L.
1-31.01 'x 0.026"
10C' MPH W. L.
11~.' MPH W. L.
12(' MPH W. L.
1-31JJ "X 0.032"
10c MPH W. L.
11(, MPH W. L.
12c. MPH W. L.
3"x 1:1.026"
1 0(, MPH W. L.
11. MPH W. L.
12(, MPH W. L.
3"x U.032"
1 OO',~PH W. L. 13'-2"
110i,tPH W. L. 12'-0"
120 ,""tPH W. L. 11'-0"
LIV::: lOAD: ALL BUILDING TYPES
O.H, CONDITION NO o. H.
1-1/4J'x 0.026"
20 II, SF L. L.
SO II, SF L. L.
1-1/41 'x 0.032"
20 II/SF L. L.
SO II,SF L. L.
1-31.01 "x 0.026"
20 II, :')F L. L.
SO II, ::;F L. L.
l-3I"i "x 0.032"
20 II,",F L. L.
SO II,SF L. L.
3"x 11.026"
20 IIi :3F L. L.
30 1t,3F L. L.
3"x 1".032"
20 II, ,F L. L.
SO ;h3F L. L.
7'-2"
6'-5"
5'-10"
8'-5"
7'-6"
6'-10"
7'-5"
6'-8"
6'-1"
8'-9"
7'-10"
7'-1"
11'-5"
10'-3"
9'-6"
7'-0"
5'-9"
8'--3"
6'-9"
7'-4"
6'-0"
8'-7"
7'-0"
11'-10"
g'-4"
lS'-4"
10'-6"
'--'/
7'-5" 8'-2"
6'-8" 7'-6'
6'-2' 7'-1"
8'-8" 9'-S"
7'-9" 8'-6"
7'-1" 7'-11"
7'-7" 8'-5"
6'-11" 7'-9"
6'-4" 7'-3"
9'-0" 9'-7"
8'-1" 8'-9"
7'-5" 8'-2'
11'-6" 11'-9"
10'-5" 10'-9"
9'-8" 10'-1"
13'-4' 13'-7"
12'-1" 12'-5"
11'-1" 11'-5"
1'0. H. 2'O.H.
7'-S' 8'-1"
6'-1" 7'-0"
8'-6' 9'-2"
7'-0" 7'-10"
7'-7" 8'-4"
6'-4" 7'-11"
8'-10" 9'-6"
7'-4" 8'-1"
12'-0" 12'-5"
9'-6" 9'-11'
33'-6" lS'-ll"
10'-8" 11'-1"
12'-3'
11'-4"
10'-7"
14'-0"
12'-10"
11'-10'
3'0.H.
J
13'-2"
10'-8"
14'-8"
11'-10"
1. T(J'TAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
2. TI ~E SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS.
LAWRENCE E. BENNETI', P.E.
crvn. ENGINEER &: DEVELOPMENT CONSUU'ANT
P. O. BOX 4368 SOUTH 06.YTONA, FL 32121
PHONe 1 (904) 767.4774
fAX . 1 (904) 767.6556
'--'
C COP ,'RIGHT, 1900
NOT T(I BE REPRODUCED IN WHOLE OR IN A'.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
46
')
v
ATTACHED ALUMINUM COVERS
J
3"x ::'''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',lO" 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 )"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'.10" 2,268 126 103 95 71 41
3"x :j"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 '."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 .J
23'..-8" 4.074 226 185 170 127 74
· ALLOf 3105 H16
1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN.
I
."
BlE 5 '
I:
ISOLATED FOOTINGS
~
,
MAJ<IMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING
FOR BELOW LISTED WIND VELOCITY
UPLIFT LOADS
FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH
POli'I;=tED CONCRETE
1 '-o"X 1 '-O"X 1'-0"
l'-4"X l'-4"X 1'-4"
l' -6"X l' -6"X 2'-0"
l'-8"X l'-8"X 2'-0"
'1 '-8"X l'-8"X 2'-6"
2'-o"X 2'-0"X 2'-0"
2' -6"X 2' -6"X 2'-6"
PRE"CAST SLAB WI 80' SACK-CRETE
& B,II CKFILL OVER SLAB
l'-4"X l'-4"X 2'-4"
29
86
163
187
275
346
463
25
72
136
156
229
288
386
21
61
116
134
196
257
331
117
97
56
LAWRENCE E. BENNETT, P.E.
CIVIl. ENGINEER & DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767.4774
fAX , 1 (904) 767-6556
'-.../
C CC.PYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN Al.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
52
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
"t" IS THICKNESS OF
REQUIRED POST
80 LB. 2500 PSI CONCRETE
PRE-MIX
1-
<1 .. .
<1
....4. . . . <1
1 16. 1
3"x3" BASE
.
N
........
I
,.,
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CONCRETE w/ 14 ~ BAR
12" LONG
POURED CONCRETE
REFER TO TABLE 5
3" x 3" POST TURN BOLTED
TO ANCHOR RISER
II
2-3/4" x 2-3/4. x 2-1/2"
LONG x 1/8. TUBING
WELDED CONNECTION
"---
>
- ~
LL-lY
12" . 12" x 1/4. PLATE
2'-0" MIN,
BEFORE SLOPE
T f .
/ NOTE, "B:'~:;:'=~:;:S'~
NOT REQUIRE WIRE MESH
3-1/2" CONC. SLAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
NOTE: IF LOCAl BUILDING DEPARTMENT HAS A
MINIMUM FOOTING SPECIFICATION, THAT
MINIMUM SHALL SUPERCEDE TJ-tESE PLANS,
1~30LATED FOOTING
(1) 15 BAR CONT.
(1) 14 BAR CONT.
. ,:l.;ll'~'~ liJj;~~,tJ'
---
/
!:, ",
::1
. ,
N
~
:~ 1""1"'"
'II . .
- 8"
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 MESH OR FIBER MESH CONCRETE
SLAB DETAILS ADDRESSING EROSION
STEEP SLOPE FOOTING
> 1'-10"
....-
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUU'ANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4n4
fAX' 1 (904) 767-6556
e COPYRIGHT, 1996
N ) r TO BE REPRODUCED IN WHOLE OR IN flII.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
3
43
"",--, .
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: LOAD WIDTH = 14'/2 + 2'O.H. = 9'
LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 7'-3"
al::AM SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD WIND LOAD
LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH
2")[ 3"xO.050"T1L T BEAM OR 2"x 3"xO.050"EXTRUS10N
5 '8'-1- 6'-7" 9'-0-
6 '7'-4. 6'-0" 8'-3"
7' 6'-10- 5'-6- 7'-6"
8 6'-5- 5'-2. 7'-2"
9' 6'-0. 4',11. 6'-9-
10' 5'-8. 4'-8. 6'-5.
11' 5'-5- 4'-5. 6'-1.
12' 5'-2-4'-3- 5'-10"
2":1: 4"x O.050"x TILT BEAM
5' 9'-9.
6' 8'-11"
7' 8'_3.
8' 7'-9.'
9' 7'_3-
10' 6'-11-
11' 6'-7.
12' 6'-3.
2">,: 4"x O.044"x 0.120" S.M.B.
5' 12'.10-
6' 11 '-8"
7' 10'.10-
8' 10'-1.
9' 9'-6.
10' 9'-1.
11' 8'-8.
12' . 8'-3.
2" 5"x O.050"x 0.120" S.M.B.
5' 15'-2"
6' 13'-10-
7' 12'-10-
8' 12'-0.
9' 11'-3"
1 0' 1 0'-8"
1 l' 10'-3-
12' 9'-9-
2": ( &"X O.050"x 0.120" S.M.B.
5' 17'-2"
6' 1 5'-8"
. 7' 14'-6-
8' 13'-:-7"
9' 12'-9-
10' 12'-1.
1 l' 11 '-1.
12' 1 0'-3"
E~ i\MPLE
----.
\
~
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'-9-
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.
9'-5-
9'-0.
10'-11-
10'-0-
9'-3.
8'-,-B.
8'-1-
7'-9.
7'-4.
7'-0-
14'-4-
13'-1.
12'-1.
11 '-4-
10'-8-
10'-1"
9'-B.
9'-3-
16'-11.
15'-6"
14'-4-
13'-5.
12'-B.
12'-0"
11'-5.
10'-11-
19'-2"
17'-6.
1 6'-2-
1 5'-2-
1 4 '-3-
13'-T
12'"11-
12'-4.
B'-l-
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'-B-
10'-10"
10'-1"
9'-6.
9'-1.
B'-B-
B'-3"
15'-2"
13'-10"
12'-10"
12'-0"
11'-3"
10'-B"
10'-3"
9'-9"
17'-2"
lS'-B"
14'-6"
13'-7"
12'-9"
12'-1"
11'-T
10'-3.
120 MPH
7'-5"
6'-9"
6'-3"
5',10.
S'-6-
5'-2"
5'-0"
4'-9-
B' -11"
8'-1.
7'-6-
7'-0.
6'-8"
6'-3.
6'-0.
5'-9-
1 1'-3-
10'-B-
9' -11-
9'-3-
8'-8.
8'-3"
6'-10-
7'-6-
13'-10"
12'-8"
1 1'-8-
10'-11-
10'-4"
9'-9"
9'-4"
B' -11-
15'-8"
14'-3"
13'-3-
12'-4.
11'-8-
11'-1-
10'-6"
10'-1-
LAWRENCE E. BENNETT, P.E.
elVD. ENGINEER ok DEVELOPMENT CONSUlIANT
P. 0, BOX ..368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767...n..
FAX . 1 (90") 767-6556
C C(IPYRIGHT, 1996
Nor fO BE REPRODUCED IN WHOLE OR IN ~RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT; P.E.
':.i',.,'.~'~"
49
~. . ~ ~
3