HomeMy WebLinkAbout96-5808
BUILDING PERMIT 0
CITY OF ZEPHYRHILLS Permit N ·
(813) 788-6611
-_580~J1
fJ(}.r;r1)
GUILDI~
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Parcel 1.0, # /1f-c1.6, ~/ - tJ/00 - 0 ;-~h -- PCJ; 0
.
Zoning: Energy Code: ~/.. LA~a~o~....~~~: 6.t 0_
Description of Work {dn....l:>./1;;!; _ ~ ~
Date
~~- 9-7 b
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
C,pr --,,/4- ~~z.;
NO OCCUPANCY BEFORE C.O.
FINAL
JJ./~-<:;~
DATE
Complete Plans, Specifications and Fee Must Accompany Application, C.O.
All work shall be performed in accordance with City Codes and Ordinances,
'~ Inspector
City License Registration #
State Certified License#
~3
P~'mi~ Fee IL' 7J~
Signature a-...
Company
Address
Telephone#
Valuation or
Contract Price / ().. 6 7 0 ~ ty-z;
(b~ O~
ELECTRICAL
PLUMBING
MECHANICAL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
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.
.'r
APPLICAnOH FOR PEBKIT
CITY OF ZEPHYIWILLS
BUlLDUG DEPAR1.'HEHT
OWNER'S 'NAKK /}JIJ ~g~,R r
OWliD'S ,ADDUSS1..tJ1"- / 3?tJ66 A/7t~A/LJ/J A tJ'cJ.P
JOB ADDRESS SJ9J1Jc'
LEGAL DRSCUPnOH: LOT(S) BLOCK SUBDIVISION
PARCEL I.D." /1/-- ,;) t>"~;;;l- O/~O ... Ot:9C/t?O-O~' (OJTAIN FROM PROPERTY TAX .liQTICE)
'v.'" . .
WORK PROPOSED: Hew Coaatruction---JdditiOll --....Alteration ~pair _ln4ta1l
PHONE
,.----..'".--'----.""
S18Q.
.; " ~
,~ve
---Pe.olish
PROfQSED USE: ~itaale F~il.T ,,----JiIF
_'. of ,Units ----Ji/D
_eo-ercial
_~t.
Swia., Poo~ ,_O~er ,
Restaurant 5 Health Departaent Approval
DESCIlIPT~OY OF WORK: Cop~E/L.'~ <SHED - .JZ~ EI5P .Ra1~- ('/J;efJt?Rr-- f//}71IJS
BUI.LDIHG SIZE: IS:x,6, 90 Square Feet. CJro /tJ ~eiaht"
, . ' ~ '.'" , < (
llESIDEHTIAL: AnACII (2) PLOT .I'1AHS , (2) SETS OF BUI.LD1JiG PLANS , (1) SET BNERGYFORHS.
C<>>iKERCIAL: AtTACH (3) SETS,OP BUI.LDDlG PLANS. (1) SET IHERGY POaKS.
PROPEBrY SUIlVEJ UQU1UD FOll ALL NEW CONSTRUC'lION.
PRRMITS JEO~TP.D'
. . 'I.~~} "
"/'",
_BUlLIDlYG ,
/O,6/tJ.Oo
ValuatiOa' of Total Coutruction
I ,
RI..EC'mICAL
UP Se~~ce ,
, Florida Power Corp.
W.R.E.C.
--1IECIWUCAL
-PL1H8DG
,TYPB 9P COIlSTlUJCnOH: ,
$.
V~tion, of KechaDical Installation
GAS
ROOnHG
SPECIALTY
Other
.'
:Jloek, --F~
Steel
FIJlISBED FI.OOIl ELBVAnollS:
; . ',:" ... . ". i . ~ ''''
P1'~
: IS PlWJECT Df FLOOD ZONa ~,
'.::' I '
YES
NO
...~~~~..~................................
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DITTmER
. .,::" CONTRACTOR SECTION
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.................................*.*....*.
Signature,
EI..ECTRIC:[Al{
, ,," '! COHPAHY .
StaCe Cert. or Regist. ,
CiCy License RegisCrationt
...................._..._......*..**.*****
S i anA tur.~
PLDMBF.R
CO!fPANY
State Cert. or &eaist. .
City License Registration .
***.~*,*.**.** ***....*..*.,***...**..***.****
Signatur.~
HF.CHAHT CJ\L
, COHPAHY
State Cert. or Reaist. .
City License Registration.
.................._.........**......*....*
Si&Datur.~
0TIl~
COKPAW
State Cert. or Resist. .
r.~ . ..r License Resis tratioll .
..............*~ ~.......*..*.*.*.**..
Signature
APPLlCAT10H APPROVED BY
PERHIT OFFICER.
, CONDITIONS OF PEmtI'l'.AFFIDAVIT
A. nOTICE OF DEED RESTRICTIONS' ' ' , ' .
lbe undaraigned UDderataDds ttiat thia' peraitllal be' aubject toldeed reatrictiQDII, '~cb llaf be lOre reatrictive' tbanCity
regu1atiODl. ~UDderaigDed iIIUIea reapoaaibWtf for COIpI~' ,itb aD" applicable deed reatrictiODl." '
B. UNLICENSEDCONTRAC'l'ORS AND CONTRACTOR RESPONSIBILI,TIES
If the i*Det baa well a ~tractor or cootractora to UDdertUe tmll, they llaybe r8CIuired to lie liewed lA accod&ce .itll
atate and local regu1iti~.;,. If the cootractor ia DOt liewecl ill require4 by a, both tJ1e,,~ aDd~tractor lilY be
cited fill a IisdeEoor ,violitiOD UDder atate'liDI. If the o.ner, orlDteDded COIltractor ari'WlCertalD as to wt lic8DiiQg
requirllllillta iiI apply for theinteDdecl .rll, they are advised to contact the Citl of Zepbyrhilla Building Departlent, (813)
188-66U. ' . ., ,,' '" '
. ,
, FurtberJlOre, if the oaer baa bire4 a contractor or contractors, be ia adviaed to have the contractor(a) aign porti0D8 of the '
'COIltractor SectiODlI of tbia applicatiOD for ldaicb'they "ill be rupooeible. If fOU, as the owner aigll as the ~tractor,
1011 areiDdicatiDg tbit, 10'1, rather than tile COIltractor, are re&(lODIible for the vorll. If the COIltractor "iabea lOll to' aign
ill COI1tcactor that liar ,be aD iDdicatiOll that be ia DOt properly liCeD8edaDd ia DOt eDtiUed to peraittiDg privileges ill tile'
City of Zepbyrbilll. :,' ,'. l' ' '.
C. ~rRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. ,f-ONSTRUC'l'ION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS 'AMENDED) ,
I certify that I, the appliwt, bava beea provic1ed "ith a copr of IPlorida'a CclDatnctiOll LieD Law - lIoIeoMDer'.ProtecU~
Guide' :prepared by the Plorida DepirtleDt of Agriculture aD4 CoaaUlU Affaira. If the appliwt ia IOIeODI other tbanthe
10IfD8l'1, t certify tbat 1 lliva obUiDecl a' copy of the above deacribec1 c10cUIeDt aDd proWe iD goocl faith to deliver it to the
'oalner' prior to C:_lIcelept. '," . , " ,',', " , ""
l 1.,1." ..'
E. ~:ON'l'RAC'l'OR'S/OWNER'S'AFFIDAVIT' , " , .,'
I certify tbat ill t!leWonauOll.~thi.applicatiOldaaccurateaud*tall vort .ill beaoo..iIl'COIPUauce.itb'all
applicable 1_ regulating CODItruc~,iWLiDg;aud'liod develOpleDt. 'd, " " '
. ',~, ,~..~'tir"'" ": ..\.....'... .....,i ~ .~'~'..' ',' '.. . '.
Application ia,bereby IidetOobta1oa'perlit todollOrtaud iDatallaUon as 'iD4icated.lcerUfy tbit Iao II01't or."
inatallatioa baa CQMJlcedprior ~o'1aaNDce' of a:Peiaitaollthat allllott .iUbeperfogedtol88t at:aoclarda of altlilfa
regulating conatructioa, Citycodea{~ .'~egulitiOll8, aod laud c1evelopleDt.regulatiooa in the iuriadicUOD. I alsO' ",'.
certitr that I UDderataDll that tbereguliticiD8 ofotber go.erueatal agencies iii! applr to the iDteDded uk, aod that it is
.Y re&ponaibilitr to identify what actiOns IlWIt take to be'iIl COIpliance., Sucb ageDclea include but are DOt liaited to:
t Depart.ent of EnvirOlUlelltal Requlation - Cypress Blybeada, IletlaDd Areas aDd InrirOllleDtally Sensitive Laoda,
. , Mater/Villte"ater tnatleDt '.
t ~liIeat Plorida Mater llanagell!llt Diatrict - "elll, 'Cypreaa Baybea4a, VeUaDd Areas, Altering Vatercoursu
t A[JY COrpl of Engineen - SeallUla, Docks, lav~gable "atenlall
t Depart:Jent of Health' Rehabilitative Senicea. IDvirOllleDtal Health Unit - Vel18, Vastewat,er IreatleDt, Septic 'filDka
t ~vironaental Protection Agency -Aabeatoa abituent _ '
I alao cactifl that, if Ulllliterial il to be uaed in floocllOll8 III or 'l,ete.l, it ia UDderltood that a drainage plan
addrwing I lCOIp8DIitiDg volue' .ill be aublitted 1d1icllia prepared by a profeaaiODal engineer registered iD the State of
Ploridil prior to penit iaauance.' ." '", '
A ~it iaaued aball be COII8trued to be a liceo&e to proceed .ith tile 110ft 11I4 DOt as authority to ,iolite, caacel alter, or
set aside aD! proviaiODl of the tecbDJ.ca1 codes, DOr aball iasuance of a penit preveDt the Building Official frOl thereafter
requiring l coaectioD of errora ill' plilll, cooatnctiOA, or ,iolatiODl of aDJ CQc1e. Ivery perait Wiled Jball beaIIe. invalid
unless tile 110ft authorb....br aucb perlit 11 ~JUO. IitbiD au IODtbs of iaaUaIu:e,or if,,~t autboriled by tbe puait is
suspended or ibaJIdoDed for a period of ail atha after the tile the vork1l -lIced. ' (me 90' day uteaaiOll of We, lilY be
alla.ed for the perait "itla fee charge of $15.00. !be uteaaiOD aball be requested iD EitiDg to tile Building Official. 10
approvc:d inapeWOIl at be logged duriDg eacll UI atb period, or the project will, be CODIidered abi...
MARXIJIG to 0WIl: YOUI FAlLUIII to BICOBD lIOflCl 0' CXItHIIICIMD1' KAY IiSULI UI YOUR P1Y1JlG NICI POi IHPIlOVIICII'lS to YQUi
PROPDlIY. 11 YOU mUD 10 OBIW ,WIIClJIG, COMSULI".,IIK YOUI LUDU 0Jl .. lnoBlllY BIIOBIl BiCOIIDDlG YOUR MoriCI 01 ,
COHIWICIlKBI!. JOBS IDID11l'.sZ,500 UI ,~ DO lor IIID IORICORD lXD POSt I 'lIorlCl OF COHIWICIlIlm'.
sl_:i1:IlE~' <
SrAII OF PLOilDA ' t-;
COUKrY OF tJA 0 (' 0 '
Tbe j'oregoing iD&trwaent was acknowledged
befox'e Jle ,this. Ap~(t...J ,2fa '. .19~ ,by' "
JLbERiSif1S' ",-",',' , :', ,.'. . '
wbo is personally known to .e er whe, Ii_
predtlleed- .
AS idle.n~ ifieati.eBand w~O."ldi4 ~ot
:~%L~?' ~:~:::; ....
(NilJIIEl Typed, P,:in:ted or Stuped)'
~y PUBLIC
.. SIIII OP FLOIlIJ)l
counY OF PAsc 0
The foregoing instrument was acknowle4ged
before Jle this IIPtlf.:- ;;;.~ , 19 tJC,' by
f1L-B~T', SIMS
who is personally known to Jle or whe has
'prOdKeec! .
as ideatifieatioa and who 4*i/did not
;Z~J :ti~
YAm LEE).} 0. T. 13;2.0WA!
(Halle Typed, Printed or Stuped)
,NOTARY PUBLIC
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"OF f~\)
t<!>THLEFN J BrlOI;VM
'Hy (;ommission CC449029
Cl;r1'!;''';;s l\pr..C2, 1999
3.cnd0d by NFNU
800-224-6366 _~___,....l
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-^'- 'Th,'D {of*:
"Pll' 4\~Jj~~C"
,,>~J;~ ~~.
"r< Of ~'-\),..'
KATHLEENJ BROV\IN'
~Ay C-9mmi~..iOn ,Cp4~OO29
E<:o>"''''' Apr, 02, 1999
Bonded by NFNU
800-224-5368
I
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Z8f1."~III...--&0I~ 111110
ACE ALUMINUM
38525 2nd Ave.
ZEPHYRHILLS. FL 33540
782-2616
ACE
ALUMINUM
Job No.
Phone: (813) 782-2616
SOLO TO
ADDRESS
SHIP TO
DATE
PHONE
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PERMIT
PRICE
TAX
TOTAL PRICE _
DEPOSIT
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SITE PLAN
(RESIDENTlAL USE ONLY)
PARCEL 1.0.
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S EC TW P
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RNG
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SUBU
t'lYot?
BLOCK
CUIUU-:Kr OWNE.HS
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DATE
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LOT
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IfNne~ ADOF
</-c2~-96
l'ROPEHTY MEASUREMENT
bo' X' //JI?'
,
be drawn to Scale for all parcels or lots five acres or less.
All drawings sball
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SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS. ALSO, INDICATE
AA'Y BODIES OF WATER AND ROADWAYS (INCLUDING NAMES) ADJACENT TO TilE PHOPEHTY. INDICATE
THE SIZE, Y~~. k~D N~~E OF MOBILE: SUCH AS 12' x 60'. 1981. FLEETwOOD.
All "EASEMENTS", "RIGHT-OF-WAY" and "JURISDICTIONAL LINES" must be shown on all site plans.
DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE
HOUSE CONSTRUCTION
PROPOSED ADDITIO/'4
MOBILE HOME SETUP
I'A"'C: 1-. to'
e'Alot: ,-. .0.
ICA\..l: .-. 10'
ro.. 16011.1
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ROAD NAME
ROAD NAME
PC95035005
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~~11rr"5"J1'o8" I .U!ca-n,r DISH IA . ' . : ." 4'J..4d~'.' Il".1I &oklO 119):;~
!ftJ(J/UI = .!5.0p' . . 01 S<<t;Di'l 14-26-24. Wmff1rs SlI/xI/VISlon In wItIMrn'" ,pope "'; '.:.:'
4RC~ J9.72 , q~ N.89t1.A7"L:""~ 60004 ,
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DESCRIPTION:
Lot'1, WAYWARD WINO MOBILE HOME
recorded in Plat Book 2B, Pages
Pasco county, Florida.
NOTES:
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1. No a~parent surface encroachments except as shown hereon.
2. Underground enero.chments or utilities (if any) not located
in cpnjunction w.ith tbi. 8urvey. .. '.::::.;
-3. Oaser" pt 10., and a.ar. tOgs shown hereon taken from 'record:. p tat: .',.. ...' ":';'~:~:~~':
4. ih i. property surveyed without the benef i t of a tit J e a.arch' ____ .._"'::';' ,
for ~at.ments, additional Rights-of-Ways or other . :~ .
. ." 'encumbrances of record not shown her.on .~,. .;,l"7i:~.i':''''',''''~r,~.,..:::r;'-:~'"~~'')r~J:~'';',~:''....l.:~;...,.,7.'?l,......~;"':':~ j
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I h.-eby eer-t 1 fy that the bodndary survey
repr..ented her~ meets, th~ r~i,.8neitts
of. Ol~t.... 21 ~-6, F-lor-ida Adn1niJtrat1v.
Code,' PU-.uant to Soctjorf.' 472.017. l"'lor ids
statut... ". . _
... PREPAAm ":.-Sy, ~~~~-f" :" ~ J'
>f' . ',: ~Ice:' W.-~ L-' _ ."
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lj. .' '... '''''.: ':.;Prof..s.l~l.l~._sUr:~.YO;<..:.. '......~
,.,. .., .. ,,: ::~.:' :. Florida :~.I:SIiI'.~', :'42a.1'~, "..:.'.:.. .J":: ".
;~ . -' r "':".;:. ~ '.', .., J<.'~..J::~...~:;. ,~~'~,:"7: ...; ,....r::..,:.it:
j.','i\ tCT VAL I 0 IN..ESS. J f'PR 'NTED W I'n.( RA I SED SEAL '. '
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8EALL~':8.~9C4...L:~4ND SURVeYING . :,~~. ~
';16 'PENNs'riVANIA AV~NUE ." ': ' ::;}: 1:
, .p.o. sax 773 0" :'.y. ;
SAN ANTONIO, FLOR/QA 33576.', ..., :',:~":~:f: ~
" ~ \ (904) -'f588 -T,' 414'7, ,.. .';....: '.r~ ':..,(.l;"., "r;~\i .~
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. lJAr~.OFStINEy-"-'";-t'J2/otY$1": :.'::..,." DlPAWNBr'.' q6V.;,...;:.,...~J:"' ~
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". Ot4TEi::lF Pl...Ar- -: '02/07ht."~~,,, 'j!' ::: li€vBic:w". '.' ;:,,~. .'.:.;1.,:;,,,,\:.. ' .~
;'., ".: ~ I,.. " .- ',~~.~::"'r:;., .'. ::. ..:.; ,J.\: ~
::...J08 NO. ': ..~.gIOO7.01 ~ '. . '.: .~'::.. 3H!CT j . I DI" ,..I.~~"" }~-:. ~i
11oo.. . . " ~ I
:'r:'.;.;'''''' ../..(,'y'::~JMM'D FOR.., ",:'~'''''':'''!;'''-''r:'';:~::,1~i ':'\
. -;'.1' GOLD . ;J(E"YS,~'M08ILE..ii'HOME, . SALES ~:;.ti11 .~
~ ~<tf.WAYUSE~;;tI~~~' I~
PASCO COUNTY
- USE PERMIT.
MAIL TO:
PASCO COUNt\' DEVELOPMENT REVIEW
WEST PASCO GOVT. CENTER S.210
7530 LITTLE ROAD
NEW PORT RICHEY, FL 24654
(1S13) 847-8142
(904) 521~274
GENERAL INSTRUCTIONS
No construction, u~de~ ground or above ground, o! any facillly, Shall beaccompllshAd on any County Rlgtlta of Way without written apprawal from
the County. Any appllcatlon for approval of construcllon operations on any Coul'lty owned Rights of Way shall furnish a detailed drawing showing tha
comp!llt. scope of the prOP?8ed work In quadruplicate lo the County for review and approval prior to tI'e commencement of any work. A copy of this
permIt muat be kept r.ad~ zuabl. at the aile of the work at all tirn'1'j . d: D . , /_
Sec, No. / Y T. P<' R 6t / County Road ft (/1Y M ~ r ~ IJ Il..oate V,4 JLZ. C,
Permit for --!2i2L I/~ V'-/~ . .
~ (Project Namu)
LOCATION (Legal Desc,iption) '. hr I iA/ y!:7' u...,,...rt 0 1.4..) J ,..J 0
~G ~C- SJ).3 D/I/J<.SJO~
(!, 't;t "p '2 ,. l,.j-z / ~ r:..
p~ 1J--7 ,;JQU f, ~ iC) ~~ c3::s
~ / fih-I ()
.
, a,
PlIrmisslon Is hereby grantacl to
(Nama of Permillee)
01
(Address 01 Perminee)
lor Il'Ie construction and maintenance of
(Oesoription of Work) DR'Jew'A Y TO ME r 'J-tfICK
3000 '11 OONCR€TE 4N
lilubjeclto the following COnditions: COUwrt AtGHT.oF.WA 'f
1, The construction and malntenanClil 01 lluC" utility shall not interfere wittl the property and rlghl$ of a prior occupant.
2, All work shall be done in klllplng wltn 11'10 standards of Pasco County and at the satisfaction of ~1l$CO County, who will be notified at leasl
one day prior 10 commencement of c:onlitrucllon.
a, All materials and eQuipment shall ba SUbj1ilC1 10 Inspection by Pasco County.
.-, During construction .11 satety regulations of the Florida Department of Transportation .hllll be observed: and Pasco County stllill be relieved
of all responsibililY from damage of any nature .rialnA trom this Plilnnlt. Subject to the s.me tenns and conditions, the permit hnldlu mllY tlllkQ AI,n'"
safllty mealureli, InclUding placing and display ot caution signs, as It may o.em necesaary In conduct of construction and ma/ntenancll work hereundllr.
5. All private and all Pil$CO County property shall bll restored to 11$ original condition as far as practical, in lhe opinion of Pasco County.
6. All underground crossing installations 'hall be laid at such depth as may be specified by PllSCO County, unleS$ otherwisll authori%ed. In$tllll4l-
tion of utilities undor County ro.cts 'hall be by jacking and boring only.
7. Tne slcelcn (lour cop/eo) covering the detaits of this In$I.llatlon shall be made a pan of their permit. This permll is granted with Ihe understanding
Ihal the applicant has notified all ather utility users in the area covered by thlil pllrmit and takes full reliponoibility for any damage incurred by prior
Installations as a result 01 I\i$ operations, He also takes full responsibility for notifying any and all utility or underground users of his proposed operations
in ord/jr that they may safeguard their Interests.
II, It ill expressly stipulated that thll permit Is a license for permlssil/lil use only and Ih.t the placing of facilities upon public propeny pursuant
to this pennit shall not operate 10 create or to vest any property rIght in $lld holder,
a. Whenever Pasco County decides to further exploit the County Righla of Way, any or all 01 said poles, wires, pipes, cables or other lacllllie$
ilnd appur1enances authorized hereunder, shall be Immediately remOlled from said ~ights of Way, or reset or relocaLad thereon ll$ ruqvirud by Pasco
County at the expense of Ine holder of thlt permit,
10, The holder shall save anC! keep PasCQ County h.rmle88 trom any and all damages. claims, or injurills that may occur by reason ot the construc-
tion, maintenanOe ano operation ot said tacility.
, " The holder shall complele thlll requ8$led work wlthi., S0l60/SOl' lIlUtays or this permit shall become null and void. In Ihe eve.,t Ihe work re-
questeeJls not completea upon tnll expiration dilte ollhiS permit, pallc~unty shall have the right to complete such work and to charge the holder
Of the permit/or all costs Incurred In completing said work.
12. The permittee shall post a cash or surely per10rmanca guarantee with the County Clerk. Based on a cost estimate prepared by the permittee's
engIneer and approved by tne County. The amount ot Ine guarantee Is 10 be an amount equal 10 125% of the cost to construct the p/ilrmined improvement$.
In tna Iilvlilnl a surety bond is postlild, the said suretv bQnd $h*1I be made payable 10 Pasco County and sl\all obligate the surety to hold the County
h*rmless In the ellent tl1e holder of this permit should fall to meet any of Its obligations, hereunder, Th/il bond shall also indemnify Pasco County for
all coun CoStl and reasonable attorneys fees in tne event legal actlol1ls required to collect on Hid bond.
'3, The permittee shall post a cash or surety maintenance guarantee with the County Clerk balled on a cost estimate prepared by the permittee's
engineer and approved by the COunty, The amoung of tl'le guaranlee IS 10 be An amount equal 10 15% of Ule cost 10 construct the permitted improvements.
In thQ evei'll a surety bond is posted It shall mllel all the criteria stated In No. 12 above.
H. SPECIAL CONDITIONS Ct')~'t(hJC.T ta,..",.r[~A-~J ') YO ~t\.......,'i.A;'1.1 At>~,LI~"tt-
C\Q~\ ul\C'...~ Alp CJ.JA.Ve,u- A-L-,/-,..J.A,rI.lC-O .
//)
/--) -.
_.~----. - "./)
I .
APPADVFn RV
. . - . . t.!~ _~,'.-.rl~'~--':~~~.:W!f..~~~~~~:t""'I:~l'
, .,. '. .n..... "'.T.WJ. ~.;"II: ~".E~"""""'"
" ~~...,,,:-..~.~......;~-~,,..~,..:,..,,t"":.r""~,;:~..;--:.~~~~..~.. !..~.x~_ f'_'~,? ..... iIl1<'~\:' %\..
I::_..:._:.,,"-~~,,:," .",:.'': ,: 0#.."._&.._ .. ..".... _ ~.... .'. .....
. .',
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" 0' ~
.. ~
~~
~\)
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"
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V'\
.CP
"
~ lJ'
~X
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"b~
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cr .~
III
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~~
~~~
(\ ~ l.., tv
~ (!: , X ",
'b ~~ LJ ~ '
~.,\v /~.
, G\ tv" '" / ...,
I'n~ 'P/ .
~'""~'~
'-ve ~/~ ". I
l\l'&' .
I :t,<,' . ~'" I
~ ~'l ~. ~ ~ '/ '
~~\, (j '. ~
<<.,X '\ fl, .
" 0.." ,. .f\.. "
~'i:'" ~ ~' '
,'10 ~ t" .
~,~ ~,' () , f
~ ' .
~~ U\
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~~'
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. '<<~ " '
~~
~~'
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lJ
~, '.
, .
t; ~, .
jo.'+-
-
,- .
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'
"t" IS THICKNESS OF
REQUIRED POST
3/8" x 3-1/2' BOLT
80 LB. 2500 PSI CONCRETE
PRE-MIX
...:... 4
. " .
"} .
. J
N
"-
I 16"
I')
4
3"x3" BASE
1
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CONCRETE w/ #4 . BAR
12" LONG
3" x 3" POST TURN BOLTED
TO ANCHOR RISER
Cl
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-lV
12' x 12" x 1/4" PLATE
2' -0" MIN.
BEFORE SLOPE
3-1/2" CONC. SLAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNEC~ON
NOTE: IF LOCAL BUILDING DEPARTMENT HAS '"
MINIMUM FOOTING SPECIFlCA llON, THAT
MINIMUM SHALL SUPERCEDE 1l1ESE PLANS.
ISOLATED FOOTING
f
(1) #5 BAR CONT.
(1) #4 BAR CONT.
NOTE: FIBER MESH CONCRETE DOES
NOT REQUIRE WIRE MESH
, :';I~\)i::.;;_j
'iJ""'J"""l"f'
. c "t. < ~' .:.'_' L
6"
---
,/
"
/""
, ,,!:-I'
I' -,:1,'
;'/
FLA T SLOPE / NO FOOTING
o - 2'/12"
:'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
MODERA TE SLOPE FOOllNG
2"/12" - 1'-10"
. "l' "'I"I
Nil' '"
~ 6.
STEEP SLOPE FOOI1NG
> 1'-'10"
'-'
LAWRENCE E. BENNE'IT, P.E.
CIVIL ENGINEER '" DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767.4n4
FAX . 1 (904) 767-6556
C COPYRIGHT, 1996
NO r TO BE REPRODUCED IN WHOLE OR IN flII.RT WITHOUT WRllTEN 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" 2,268 126 103 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
· 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
l'-O"X l'-O"X 1'-0" 29 25 21
l'-4"X l'-4"X 1'-4" 86 72 61
l'-6"X l'-6"X 2'-0" 163 136 116
l'-8"X1'-8"X2'-O" 187 156 134
l'-8"X l'-8"X 2'-6" 275 229 196
2'-o"X 2'-O"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
l'-4"X l'-4"X 2'-4"
117
97
56
LAWRENCE E. BENNETT, 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 ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P. E.
ATTACHED ALUMINUM COVERS
~:
SEAlANT
~ 3" HEADER EXTRUSION
~ ~ *8 x 9/16" TEK SPACED AT
~ ______ a" O.C. BOTH SIDES
, ___ SEAlANT
*10 l( 1-1/2" S.M.S. OR WOOD
WOOD SCREw (1) PER RAFTER
OR TRUSS TAIL
EXISTING TRUSS OR RAFTER
610 X 3/." 5.1.1.5. OR WOOD
SCREW SPACED AT 12" O.C.
3" ROOf PANEL
EXISTING fASCIA
'-...J
_ _ _ -'DnU.."
SEAlANT
~ 3" HEADER EXTRUSION
~ ~ #a l( 9/16" TEK SPACED AT
~ ______ f5' O.C. BOTH SIDES
___ SEAlANT
fOR MASONRY USE 1/." x
1-1/4. TAPCON ANCHOR OR
EQUAL SPACED AT 2." O.C.
FOR WOOD USE lID x 1-1/2.
S.M.S. OR WOOD SCREWS AT
12" O.C.
3" ROOF PANEL
EXISTING HOST STRUCTURE
WOOO FRAME, MASONRY OR
OTHER CONSTRUCTION
----,
ROOF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
NOES: WOOD STRUClURES 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 THOSE AREAS SHALL HAVE
DOUBLE ANCHORS. AU. SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/.. WASHERS
OR SHALL BE WASHER HEADED SCREWS
HOST 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.
SCJ;: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/. TO
1/3 BEAM SPAN AND
Sl AGGEREO EACH SIDE OF SELf
Mil TlNG BEA'"
1 d-.50. -r- d-.50.1
+ + + + + + + +
DENOTES SC EW PATTERN
NOT NUMBER OF SCREWS
1. MAX.
BE At.! SPUCE SHAlL BE NIN.
or d-.50. HEIGHT AND
2 (d-.50.) IN LENGTH
MIN. SCREWS PER SPUCE
TOTAL / SIDE OF SPUCE
2. l( .. 4/2
2. x 5" 4/2
2. l( 6 ./2
2. x 7" 6/3
2. x a. 8/4
2. l( 9" 10/5
+ + + + + + + +
d '" HEIGHT OF BEAM
I" WAX.
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 ENOJNEER &: D6VELOPMFNr CONSUU'ANT
P. O. BOx 4368 SOUTH D4YTONA, FL 32121
PHONE 1 (904) 767-4n4
FAX , 1 (904) 767-6556
,---../
o COPYRI3HT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ftt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
..,
44
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' 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. BENNEIT, P.E.
CIVIL ENGINEER &. DEVELOPMENT CONSUUJ\NT
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 ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
3
47
ATTACHED ALUMINUM COVERS
-..
TABLE 2
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"TILT BEAM OR 2"x 3"xO.050"EXTRUSION
5 'S'-l" 6'-r g'-O.
6 '7'-4. 6'-0. S'-3"
7' 6'-10. 5.-6. 7'-6.
S 6'-5. 5'-2. 7'-2.
g' 6'-0. 4'-11" 6.-9.
10' 5'-S" 4.-S" 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' g'-9"
6' S'-11.
7' S'-3.
S' 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'-a-
7' 10'-10"
8' 10'-1"
9' 9'-6"
10' 9'-1"
11' 8'-8.
12' 8'-3"
2"x 5"x 0.050"x 0.120" S.M.B.
5' 15.-2"
6' 13'-10"
7' 12'-10"
8' 12'-0"
9' 11'-3"
10' 10'-S.
11' 10'-3"
12' 9'-9"
2"x &"X O.050"x 0.120" S.M.B.
5' 17'-2"
6' 15'-S"
7' 14'-6.
8' 13'-7'"
g' 12'-9.
10' 12'-1"
11' 11'-1"
12' 10'-3"
EXAMPLE
S'-o.
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.
g'-g.
9'-2.
S'-9.
8'-4.
8'-8.
14'-0"
12'-9.
11'-10"
11'-1.
10'-5"
9.-11.
9'-5.
g'-O.
10'-11.
10'-0"
9.......:3.
S'~S.
S'-l.
7'-g.
7'-4.
7'-0.
14'-4.
13'-1.
12'-1.
11'-4.
10'-S.
10'-1.
9'-S.
9.-3.
16'-11.
lS'-~
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.
S'-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'-8.
10'-10"
10'-1.
9'-6.
9'-1.
8'-8.
8'-3.
15'-2"
13'-10"
12'-10.
12'-0"
11'-3"
1 0'-8.
1 0'-3.
g'-g.
17'-2.
15'-8.
14'-6.
13'-7'"
1 2'-9"
12'-1.
1 1'-7"
1 0'-3.
120 MPH
7'-5.
6'-9.
6'-3.
5'-10.
5'-6.
5'-2.
5'-0.
4'-9.
S' -11.
8'-1.
7'-6.
7'-0.
6'-8.
6.-3"
~6'-o.
5'-9.
11 '-3.
10'-8.
g' -11.
9'-3.
8'-8.
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 &: DEVELOPMENT CONSUIIANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHOHE 1 (904) 767-4n4
fAX . 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN A'.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
49
ATTACHED ALUMINUM COVERS
SEE CONNECTION DETAIL
2. x 4" LUMBER TOP PLATE WITH ROOf
w U 2. x 2" x O.OH" ALUMINUM OR
:::ii 2" x 4" AT 24" O.C. LUMBER
a d
:I:
.
w v
-' N
in I- 1/2" PLYWOOD OR
a <( SHEA THING:
:::ii STRUCTURAL GRADE lliERMAL PLY
III
Cl 0 WITH SIDING
z :J
i= I-
III III
X ~
w
x / 2. x 4" P.T,P. PLATE w/ 3/8" x
~ 4-1/2" CONCRETE ANCHORS
SEE CONCRETE DET~LS
SECTION THROUGH UTILITY ROOM
SEE CONNECTION DETAIL
12" x PAN (SEE CHARTS) USE 'W' TO
SELECT PAN fOR REQUIRED SPAN
2" x 2" x 0.044" ALUMINUM OR
2" x 4" AT 2.." O.C, LUMBER
w
:::ii
a
J:
w
....
in
a
:::ii
Cl
z
i=
111
X
W
SHEA lliING: 1/2" PLYWOOD OR
STRUCTURAL GRADE THERMAL PLY
WITH SIDING
"W'" VARIES
fOR fRONT BEAM USE 'L'=W/2+0.H.
SHED IS fRAMED WALL, ATTACHED TO
HOST STRUCTURE
1/2" L-BOLTS fOR 2" x ... 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 x 1/2" S.M.S. W/ WASHER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) 110 x 1/2" S.M.S, W/ WASHER.
3. ANCHOR COLUMN TO CONCRETE fLOOR Willi 2-1/4" x 3" CONCRETE ANCHORS.
4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4" S.S. BOLT
LAWRENCE E. BENNETT, P.E.
CIVR. ENGINEER &t DEVELOPMENT CONSULTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHOHE 1 (904) 767-4n4
FAX . 1 (904) 767-6556
C COPlRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN At.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
I
.J
...J
'-..-/
3
40
S~::REENED ENCLO,SURES: SCREEN I VINYL AND SOLID COVER
~BLe 3:
l
MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS
ROOMS EXTRUSIONS AND SELF MATING BEAMS OF 6063 T-6
ALUMINUM AllOY
U~ ING SCREEN PANEL WIDTH "W. (SEE TYPICAL GLASS ROOM DRAWING), SELECT
UF RIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION
WIDTH "W"
36" 42" 48" 54" 60" 66" 72" 78"
E).TRUSION
2")( 2"x 0.044"
9'-2" 8'-6" 7'-11" 7'-6" 7'-1" 6'-9"
2"x 2"x 0.050"
10'-2" 9'-5" 8'-10" 8'-2" 7'-11" 7'-6" 7'-2" 6'-11"
2")( 2"x 0.093"
12'-10" 11'-11" 11'-1" 10'-6" 9'-11" g'-6" 9'-1" 8'-8"
3"x 2"x 0.050"
10'-8" g' -11. 9'-3" 8'-9" 8'-3" 7'-11" 7'-6" 7'-3"
2"x 3"x 0.050"
12'-10" 11'-11" 11'-1" 10'-6" 9'-11" 9'-6" 9'-1" 8'-8"
3",l( 2"x 0.070"
13'-8" 12'-8" 11'-10" 11'-2" 10'-6" 10'-1" 9'-8" 9'-3"
"--' N( ,TES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS WI GLASS PANES THAT
AFi,E DESIGNED TO 110 MPH WIND LOAD REaUIREMENTS TO THE ABOVE UPRIGHT SIZES
IN.: :REASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED.
LAWRENCE E. BENNETT, P.E.
CIVIL IiNOIHE6R .It OfiVEL.O!'MIiNT CONSULXAN'C
P. 0, BOX 4368 SOUTH ~YTONA. FL 32121
PHOHE 1 (904) 767-4774
FAX Ii 1 (904) 76N1556
'-
C Co:: PYRIGHT, 1006
NOT ro BE REPRODUCED IN WHOLE OR IN Fl"oRT WITHOUT WRITfEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
2
33
SCRI~ENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER
2.x~ BEAM SEE TABLE 4
J
OVmHANG VARIES -+
2'-0. MAX.
-~r
"W"-
FOR MAX.
UPRIGHT
LENGlH '.x 2"
>=
3- 1/2. SLAB ON GRADE
OR RAISED FOOTING
VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
1
TYPICAL GLASS ROOM 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
"-,
11:'
~
I-
U
::0'
~
VC'
t:'
Z,
F
vc'
)(
"-,
'--"
2.x.s; BEAM AND COLUIiINS
MAX. COlUIiINS, SPACING
SEE TABLES
"'-
N
T-J
1 "x2.xO.04O"
'W' VARIES
1
TYPICAL GLASS ROOM
NOTES:
1. ANCHOR 1" x 2" OPEN BACK EXTRUSION VvllH TAPCON 1/4"x2-1/4" LENGTH OR EQUAL
MAX. Of 2.-0" O.C.
ANCHOR TO WALL VvlTH 1-1/2" 1'0 SMS VvlTH WASHERS 2'-0" O.C. SPACING
ANCHOR BEAM AND COLUMN KNEE, BEAM VvlTH ANCHOR CUPS AND lID SCREWS AND
WASHERS
2. "'IN. SLAB THICKNESS FOR SLAB ON CRACE IS 3-1/2" CONCRETE
3. SELECT FRONT WALL BEAM FROIiI TABLE USING LARGER "A. VALUE Of W/2 OR W/2+0.H.
4. 'W' IS CLEAR DISTANCE FROIiI HOST STRUCTURE TO FRONT WALL BEAM
LAWRENCE E. BENNETT, P.E.
CIVIL ENOINEER &: DEVELOPMENT CONSUU'ANT
P. O. BOX 4368 SOUTH ~YTONA, FL 32121
PHONE 1 (904) 767.4n4
FAX , 1 (904) 767-6556
"--'
o COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN fJ.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
ATTACHED ALUMINUM COVERS
BLE 2
~ontlnued
MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL
ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063
T-6 ALLOY
BE,jl\M SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD WIND LOAD
LO,\D WIDTH 22#/SF 32#/SF 100 MPH 110 MPH
2"x 7"x 0.062"x 0.120" S.M.B.
6' 17.-9'"
7' 16'-6"
8' 15'-S"
9' 14'-6"
10' 13'-9"
11' 13'-1.
12' 12'-7"
13' 12'-1.
14' 11'-a-
2"X 1"x 0.062"x 0.135" S.M.B.
6' 18'--4"
7' 17.-0'"
8' 15'-11"
9' 15'-0'"
10' 14'-10"
11' 13'-7"
12' 13.-0'"
13' 12'-6"
14' 11'-7"
2"x 8"x 0.072"x 0.224" S.M.B.
7' 21.-9'"
8' 20'--4"
9' 19'-~
10' 18'-~
11' 17'--4"
12. 16'-7"
13' 16.-0'"
14' 15'-5'"
2"x IJ"X 0.072"x 0.224" S.M.B.
7' 24'-~
8. 22'-7"
9' 21'-4"
1 O. 20.-3'"
11' 19'-3"
12' 18'-5"
13' 17'-9"
14' 17'-1"
2"x 'lj"X O.072"x 0.310" S.M.B.
7' 26'-11" 21'-11" 30'-1" 26.-11"
8' 25'-~ 20'-6" 28'-2" 25'-2"
9' 23'-9" 19'-4" 26'-6" 23'-9"
10' 22'-6" 18.-4" 25'-2" 22'-6"
11' 21'-S" 17'-6" 24'-0" 21'-5"
12' 20'-6" 16'-9" 22'-11" 20'-6"
13' 19'-9'" 16'-1" 22'-1" 19'-9'"
14' 19'-0" 15'-6" 21'-3" 19'-0"
1. THE SMALLER SPAN FROM THE L.L. OR THE WIND LOAD TABLE GOVERNS.
14'-6"
13'-5"
12'-7"
11'-10"
11'-3"
10'-9'"
10'-3"
9'-10'"
9'-6"
15'-0'"
13'-11"
13'-0'"
12'-3"
11 '-7"
11'-1"
10'-7"
10'-~
9'-10'"
17'-9'"
16'-7"
15'-8"
14'-10"
14'-2"
13'-7"
13'-0'"
12'-7"
19'-9'"
18'-6"
17'-5"
16'-6"
15'-9'"
lS'-l"
14'-6"
13'-11"
19'-11"
18'-S"
17'-3'"
16'-3"
lS'-S"
14'-a-
14'-1"
13.-6"
13'-0'"
20'-6"
19.-0'"
17'-9"
16'-9'"
lS'-ll"
lS'-~
14'-6"
13'-11"
13'-5"
24'-4"
22'-9"
21'-6"
20.-4"
19'-S"
18'-7"
17'-10"
17'-Z'
27'-0'"
2S.-3"
23'-10"
22'-7"
21'-6"
20'-8"
19'-10"
19'-1"
17'-9"
16'-6"
lS'-S"
14'-6"
13'-9'"
13'-1"
12'-7"
12'-1"
11'-8"
18'--4"
17'-0'"
lS'-ll"
15'-0"
14'-3"
13'-7"
13'-0"
12'-6"
11'-7"
21'-9"
20.-4"
19'-2"
18'-2"
17'--4"
16'-7"
16'-0'"
15'-5"
24'-2"
22'-7"
21'-4"
20'-3"
19'-3"
18'-5"
17'-9"
17'-1"
'..J
120 MPH
16'-3"
15'-0'"
14'-1"
13'-3"
12'-9"
12'-0'"
11'-6"
11 '-0'"
10'-7"
16'-9"
lS'-6"
14'-6"
13'-8"
13'-0'"
12.-4"
11'-10'"
11 '-5"
10'-11"
19'-11"
18'-7"
17'-6"
16'-7"
1 S.-l 0"
15'-2"
14'-r
14'-0'"
'~
22'-1"
20'-8"
19'-6"
18'-6"
17'-7"
16'-10"
16'-2"
lS'-7"
24'-7"
22'-11"
21'-8"
20'-6"
19'-7"
18'-9"
18'-0"
17'-4"
LAWRENCE E. BENNETT, P.E.
Clvn. ENGINEER 4t DEVELOPMENT CONSUlTANT
P. O. BOX 4368 SOUTH Ilt.YTONA. FL 32121
PHONE 1 (904) 767-4n4
fAX . 1 (904) 767-6556
./
'--.I
C COPYRIGHT, 1996
NOT W BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRllTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
50