HomeMy WebLinkAbout99-9114
BUILDING PERMIT
Permit 09114
Date 12 / 20 /9 9
CITY OF ZEPHYRHILLS
(813) 788-6611
3o.~
BUILDING ELE~AL PL~G
Property Owner: _({ \A.b f Se V\ ~ '" (..~
JObAddress:~O~ L~e.(ri S"'+.
Parcell.D. #
Zoning: Energy Code:
Description of Work Of ~ Lc.u ~RJY
MECH~CAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Radon Gas: "5. q 0
~Q
NO OCCUPANCY BEFORE C.O.
FINAL
I
c.o.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
Valuation or
Contract Price
1[; 00. ~
City License Registration #
State Certified License#
167
DATE
Inspector
i~ 'L.!?
-J :~:~~:~:C\.~ '~) Q~
Company
Address
/"" Telephone# ~/3- '11- ~- d-' / J.,
~e. Mf.l-..
BUILDING
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Driveway
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.001 shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
C. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
"0
.~\~
C)J :lfl':>
X
Acti- AL.A;--".
'll cl1 c.dl,,-"l~i sr.
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF
OTHER
&
~
~t.Ac..:j 11500. <-
BUILDING: 3o.~o
ELECTRICAL: jJ J ('r
PLUMBING:
MECHANICAL: A
'3Q () jq f-t. RADON: '3,10
CREDIT: tJlY'J
SEWER: N)/r
WATER:
TOTAL: -"" {
I
T.I.FSI JJ/tr
l?L~ -;::; t 33 .~tt 0
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.' Ul'ttdA1'ltJN: rUll ",IRIU.1'
VltY UP tl'UlIUULLS" ,
ButLUtNd"bIfARtHtlttt
UNHER'S _ ;0 b,(j ;;)/J~ c /1 ::''''.. ..
oWIIElt'8 AbbltdS ~/o"1 Q,/Ar~
Job AbblutS~ S#//1~ /JO #'~~
. PIIONE.
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LEGAL lJESClUl'tlUNt LOt(S)
bLUeR.
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SUDDIVIS10N rJ /1--A'" ~ /)p..,
PARCl:t t.b.' {ObrAllt FllOM. Pllopun. TAX 'NOTICEl
woRk ~RUPUS~bt~NeW Uon~ttuctlbh ~ltlbn ----^lterAttoh ~e~air ____~~tall
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PROPOSEb USf: t _S 1_1e rally
---111' _' 0 f Unl ts --1:1/11
_totlllercbl
_lhdusb _5wll11. 1'001 _Olher
---Restaurant & lIealLl, Deltart.ent Approval
DESCRIPtION or NOIUtI Op~ (P\!~ PA-1Cv,c
BUUJJINU SIZE! If Jl ~7 (). StjUAt@ "4!et._39~J1eigllt
RES1DENT1Ati'; . AtfAt.'t1(2)I'WT "LAMS' & (2f SBts Ult BUILD1NG PLANS a (1) SBT' ENERGY FORMS.
cottHkRcttAt.. Ij',AttAt:It'(:J)$trs~tJl"lutLblN(fl'aNS I (U"SI't":ENERor:1FORttS.' .". .'
'l~..klttt SUltVlt)UtqUtRib'rOll" ALL Nit" l OOMSTRUanoM ~.,. , . ,
I I" . . I. . . '~'<"1..:: 1l"'~?;~,~I.f'."'''''.'''''' . .' " ..~ '" " '., t -',l"
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.,,; .! ..__,' .' '. fr.aH1'tS.tuwtJUtlW' .
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.,.$.. IS:~. d.. tJ, . Vlll.....:10..: uf 'total CODstruction
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_BUIWING
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W.ll.B.C.
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SPECIALn
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TIPI OF OONStltUCT1U'U'ti....-..81oc:lt ..._Fr..e.. _Steel
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Fl.lShU tWOIl".UlYAtloMSI~~~"~'~'" ~.\. h' ,."JS '''ItUJIc:r.~~:,r~D~~o1N~;.~.!,~: .:.', ~.'
" '''".,:1., l.;.l~.if1~'':f.! ,,";: ,. . ',f . . . YES' NO'
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,. .,:.\/i" ..... ,,' r'~ ''flitt.Y.~..~~tt.,.~bt'~ltell.,t1~' '.
. . "H(lY' Ll~e*,IUf Ittgtitt'ilHad "I > .f
..........................................
Other
bUILDER
S lRflltt:Ut@
EI.8L'TRl(;.L\lI
. . ' " oottrANf
State Cert. or Reglst. .
Vltt Llc@n8@ Registration .
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, ~lt, LlcenS4!Reglstratlon .
..........................................
PLUHBER
Slgnatur4!
OOHPANY
. ~ stat., cert. tJr Reght. .
, aity tlcen8eJteglltraO.on ,
..........................................
,
'.
IlECllAHlCAL
Signature
-
't:,.} f(~J ~l-~'t~
WHPANY
'st~te C@rt. or Regt.t. .
elt, Llcen.e Registration'
..........................................
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1;"'- \ . , i .'
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Ul"RR
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Signature
, 4 ~'. -,' '1 "'.'.1"1 j~.i
ArrI.1C^TION APPROVEU BY
PERfIlT OFFlC..:R.
. COHD:tT.tOHB~'O''''~I'.JIH.ttt..\AFFIDA VIT
1\. NOT.tCB O~ VS.EV RBlr1'nIC1.l().HS'('ffl\~.",'I~'''~;~ ~..~,.' .... v
rhl! lIncJU.Jgnltl tldder.t8tld. t..t thJ'PlrlJt".r''''!_Jee.(fto~,'tutrJeUOnl' whleb .a, be lOre restrictive Lhan Cily
fl!!JIIJdlorl'. tilt uac1ft.l~lI...dWI.u,U1tf.tor).Jl .,UIa an, IppUcabl8 deed restricUons.
~ '~;',., ". ~.",.
B.' UNLICEHS.EU.COM'tMCTOM AND CONt1lAt'J.'Olt JtESl'OHSIBILITIES
If th. owner hit. hit... . ....tt.dot ttr'tdetttac:torl loIlllfttU1I'tIDd,thfy .'rbe'requlred to be IIcensmln accordance with
Blatl and lOC:II ttg1llaUCIht,. If the toIluaelor I. nol UttMtd~.. t~b" by In, bolb the OIIIIe[ .~4 contractor Jar be
cited tot. tl"*lIlMtt ftt)laUOlI tmc1tr _tatl'ld. U lht....fbl'.tdtMc1tct.c:onlrador Irl unc@[laln"IBt01that'Hc",.lng
tt!guhe....... II/.ppl, tot u.e lnllnc1ec1l1Ctd, the, .tl add_ll ttml.ct lhe CUt of lephrrbU18 BuUc1lngDepa,rllent, (811)
181-&&11. .' ",.... . . '.
;.
. Ii . ,.. ,.;,
furthl!r~t~~ if the OWDl!r hal hired a conlraclor or conlraclors, he 18 advlled Lo ha'8 the contrlctor(8) 81gn portion8 of the
'conlt*:tor BetH..' of ,till' . .ppHnUm for tthlth the, "Ill bt tilpon.lble. If rou, II the OIlIer 8ign a8 lhe conf.Iaclor,
you 8r~ lddle.ttng that tbU, 'tathlr thin the tanlr.clot, .r. f~.lble.tor'lhe worl. If the contraclot vI8hP.u JOG 'to 81gn
18 tonlr.clor lhlt .., be In lnalcltlDd that .. I. not proplrJ,'lJtenaea and lanot entItled to per.itling prl,ilege. In the
ell, ,,1 JephrtMUtI.' . .
c. TItAHSPORTA't10H lMPAc'r F.EES AND UT.lL1TY CoHN6CTIOH FEES
o. cOHSTRUCT10H LIEN ~W '(C"^PT~R 113~ FLORIDA.8TATUTES, AS AMENDED)
I c~rtjf, that I, tbt applIcant, .." been prOfJaea ,Jth . eopf uf 'tlotJda'. Construction Lien Law - HoIeoIner'lPrOtection
Culde" prf!,area b, th. 'lbtJa.lJtpattMbof.'AgrJeaUar. ....~toIII1IItr AUalrt. If tIIt.pptlcant I. 100I!Ode other lhan the
"owner', I certif, lhllt ) Ita,. obt.lned . topt Dr lilt .bote ,..etlbtc1 dotuIent and protbtfln good faith to del her H to the
"owner' ptlor tit ~n_nt. ./0':; ... ,.
E. COHTJtACTOR'B/OWN.ER'8 AFF1DAVIT
I certff, lhat III the intorJltlon In t... .,pllcatlon I. accUrate Ind lhat all worl wIll be done In cOIpllance wllh all
appHtabll1 I... uguJaUng c:antlntU.,'.anlllf, .8IIc11anc1;....I...t.
Ilpplledlon J. ,",relt, .. ld,.tll.. ,.r.l~ t..~do IOrl,~~a"'~Ultlon ~. Indlc~tec1. . I c~rtUr that. 110 ~orl .or .
Indall.tlon hI' t~\'d6tt,t't~.t~'Pltll'~tW~.l~i~rttdU ~.ptr,fo~,~ ...t .tualr~fof -WIllI
r"!Jlllall", conltrutUon; CUt ~.~.~J"~I~a.t1.~CJill'.i .1~;t~ relt1'U...ltftr~)U~"dlcUOlt:J~ 1"la I II)'
cerlU1lhet . "'r.t. lMt'lht t...U....bt'bl..t"tiiftlMAt.f"_l.....,.."I'.toil..'1lntemlec1 wort, and lhal It is
If rl!8pottllhHUf lit IdfftUf, wi' .tU_;lt..t~W.~l" .~I.~_Ulnc8. Such ..enc188 Include but Ire,not 11.1ted Lo:
. Dep.rt_t ot IDtJr.-atal llgul.Uaa Oi t,.""1 tltWHt. ..taM! At... lIIII1 Rntlronilent.allr Sen81the Land8,
. ,;,. ',';;' !':l~ ,. ,'J:..bt,...tll.ltt ."...t
. Southwell Floria. "It It ",=t'UIUtlct .i' ".U.,"'ty;tItlI..,Maa.,. Wetllnd. Areal, Altedng Ifatercour. Bel '
· At Corpa of I8fl..... ~'~, ,.l......l~'~'.~I. ".ttttA . , .
· Dep.rtlerlt 0 '. D1Ul ,"lItt cd' ",U_ . ltallh ball - VeUI. Ifalttwater 'reallent, 'SepUc lanll
· US ladr-.t')"ID it~" , ".,....~...t....~;> I .'
J allo cert f, t, IIttr.. I. (0 be bltd'ld .I~ toft, 'A' br 'A,ttc.', It II underslood lh3t'lldral~e plan
addres81", . ltoIpf!nl.U...toJ"~;'ttUJ be .ablllJU1c11 ~"JdI,Ja ,r.pared br a profe811onll engIneer regl8tered In the State of
Florida prior tet ~etlU.I"UMee. . ~,,' ". .. ,'.
. "pel.ll IBlued .hall hf tdltittwc1'tirlit"~.ltteti8, to ~ttH:t'tfiUh the woll Ind nol a. authorltr to 'Iolate, . cancel aUer, or
Bl!t asld. .n, protl.loM .,1 tM,~~,~lIOfa~U:~' of . pet.1t prlfent. the Building Off~c:lll frell tbereafter
relJ'lldng. torttc!Uod ,I .ttOt..'iit.'....ttlHllArett hol.Uont of' Ih,tcMJlI. ,'my~ltfrtlJt.,l.IU8I1~...U.COII.I"'aJJd
vnles. lhl hr. IUtflorbtd br...lpt~~J.~~:~J~...~JI .~~ of ",...ance, or.lf lIor1 luthorl.ed bJ the per.1t iI
8uBpemJed ur lbinc10ned tor .ptdud ofi.l.~_[IiI~tl.tlrr.lIlUilA~U.itfOtl~j."~nttc1. One 90 dar e.ten810n of Ule, la' be
allowed for the ftrtll'.lth 'II ehi.t9l:~r~.J$~II~;~~1......11 te reque.lea In writing to Ube Building OffIcial. An
erpro,ed In.pedloa IUIt' btJOftItt1atttlng,tanMtI'",..i'.U. project will be con.Jdered abandoned. .
""RIUle to OIIUJI! rout ,alt.. toillt'OllD,i A~lOtltr~ _ .ltAy IIlsut.r .11 YOUR PATIII' nla FOR JII'ROVIHIiIlTS '0 tOUR
PROPlm. n.tcj'ldUIJ'IfJ... .m!f!-. .rc. IIiIDIR OR AI AnoRlfl' 81FORI JllCORDllfG YOUR IIorl~,OP .~.
tMlUtlJlUf. " JoIt....i.'i.:.li4'~:,~ ~'..'~;i.h' ,.;\V,.- POSt A tllIOtlCl OF CdllllCIIII"". ".
~ " ,. ". l,. i '," ~
BiGllnrURI: unIt OR AGlllt'
t !. , : 1 A a
.. '... :. ~ '
8JGIIAtURR: CONtRACTOR
I:
STAfI 0' FLORIDA ' ~ '0 :' frAt' U, MIUA
(oo""OP , .' \, 0Mm OF
The tort!90inq in.t~t;.,M~I~~knO"l,.dv!~.,~;'rh.. foregoing instrument was ackn01dedg~~
before Me thib . "; 'IJ~~ ,.by,. ., o.ItClforA "0 tlltR , 19 by
" "'.' . '. "
. I ~ l
who is perRona11y known to 110 or WhD has. who Is personally known to me or who has
produced .". f " l,lT")U:Oduced . . . .
dS IdlmHflcdt:lolt end tfho Cild/dldnut. '0.'11" ldetlUfication and who did/did not
take dn odUt. ",,'. . " .: I .\.'. .~..~ ,'. .; :.,~:~~kll att oQth.
(Signature)
. ~ a . C '''' .
(Signature)
(Harne Typed, Prittt.ed"or st~.~~).._...
NOTARY PUSl.IC
..... (Nue Typed, Printed or Stamped)
· ' ,~ 'J01AR! . PUBLIC
.. ,., ~ .. 'I t ,
38525 2nd Ave.
Zephyrhills, FL 33540
ACE
ALUMINUM & CONCRETE, INC.
f?%,; hj" S'-EU4"'S4-
6. 9 ~h~
I
Job No.
Phone: (813) 782-2616
SOLD TO
ADDRESS
SHIP TO
DATE
PHONE
'7 cfj.. .':1? J '/
'-.
PERMIT
PRICE
TAX
TOTAL PRICE
DEPOSIT
BALANCE C.O.D.
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~
Customers Slpture
SlTP. "I.A.N
. (llESlDENTUL USE OHL,{~
1'/dtCEL J.D.
. -
. TW1' lUlU SU"O "LUCK LOT
SEe
"/10 I'I~IITY I IEASllllEHI::.NT ~Pl X- g0 - ..
CllItiU-:JH UWIIEItS (;/tJ 9 clM'~7 s'J IWI'E
All drowl"B~ 01\811 Lo drawn to 8c~1" for all parcols or lots five acros or lC9So
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'tiff
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Sl\lI\.I 1\LL EXISTING AND PROrOSED STRUCTURES GIVIJIG DDtEHSION:l AND Sm.'nAC~.s. I\L~U. 1I1lHCATE
IdlY nOUJES OF WATf-R Aim ROIillWAYS (INCLUDING NAMES) ADJACm\'C TO TilE rIlOPEItTY. lIIUIC1\TE
TilE Sl1.F.. YE/\Il. N-ib HMtE Of HOrHI.EI SUCIl AS 12' x 60', 19B'. FLEETWOOU.
(\ LL "EASEtIENlS". "RIGIlT-Of-WAY" find ~tJURlSDlCT10NAL LINES". m'u,H; be shown on all 8 J t'! P lalls.
DO tlut ENCROACH INTO ANY EASEMENT WITII A STRUCTURE
1I0USE CONSTRUCTION
.t....: ''''...-
PROPOSED ADDITION
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SOLID ROOF PANEL PRODUCTS SECTION 7
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1 12" 1
12" x VARIOUS HEIGHT RISER ROOF PANEL
SCALE: 1/4" = 1"
.F.1i1~"1ri. Allowable Spans for Royal Aluminum PANS for Various Loads
Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28
3" x 12" x 0.019" Riser Panels
Oliiln Buildlnas Enclosed Buildlnas
Wind Applied Overhana Condition Wind Applied Overhana Condition
Reaion Load NONE 1'-0" 2'.0" 3'-0" Reaion Load NONE 1'-0" 2'.0" 3'-0"
102 M.P,H. 17 12'-11" 13'-2" 13'.7" 14'.4" 102 M.P.H. 29 9'.11" 10'.2" 10'.9" 11'.7"
110 M.P.H. 20 11 '.11" 12'.2" 12'.8" 13'.5" 110 M.P.H. 35 9'.1" 9'.3" 9'.11" 10'.10"
120 M.P.H. 23 11'.2" 11'.4" 11'.10" 12'.8" 120 M.P.H. 41 8'.4" 8'.7" 9'.3" 10'.4"
125 M.P.H. 26 10'.6" 10'.8" 11'.3" 12'.1" 125 M.P.H. 45 1'.11" 8'.3" 8'.11" 9'.11"
140 M.P.H. 32 9'.6" 9'.8" 10'.3" 11'.3" 140 M.P.H. 56 1'.2" 1'.5" 8'.2" 9'.4"
3" x 12" x 0.026" Riser Panels
ODe n Bulldinas Enclosed Buildlnas
Wind Applied Overhan Condition Wind Applied Overhari!i Condition
Realon Load. NONE 1'..0" 2'-0" 3'-0" Reaion Load NONE 1'-0" 2'-0" 3'-0"
102 M.P.H. 17 16'.6" 16'.7" 16'.11" 11'.7" 102 M.P.H, 29 12'.7" 12'.9" 13'.3" 13'.11"
110 M.P.H, 20 15'.2" 15'.4" 15'.9" 16'-4" 110 M.P.H. 35 11'.6" 11'.8" 12'.2" 12'.11"
120 M.P.H. 23 14'.2" 14'.4" 14'.9" 15'.5" 120 M.P.H. 41 10'.7" 10'.10" 11'.4" 12'.2"
125 M.P.H. 26 13'-4" 13'.6" 13'.11" 14'.7" 125 M.P.H. 45 10'.2" 10'.4" 10'.11" 11'.9"
140 M.P.H. 32 12'.0" 12'.2" 12'.8" 13'.5" 140 M.P.H. 56 9'.1" 9'.4" 9'.11" 10'.11"
3" x 12" x 0.032" Riser Panels
ODen Bulldlnas Enclosed Bulldlnas
Wind Applied Overhanc Condition Wind Applied Overhari!i Condition
Reaion Load NONE 1'-0" 2'..()" 3'-0" Realon Load NONE 1'-0" 2'-0" 3'-0"
102 M.P.H. 17 18'.3" 18'-4" 18'.8" 19'.3" 102 M.P.H. 29 13'.11" 14'.1" 14'.6" 15'.2"
110 M.P.H. 20 16'.10" 16'.11" 11'.4" 11'.10" 110 M.P.H. 35 12'.9" 12'.11" 13'.4" 14'.1"
120 M.P.H. 23 15'.8" 15'.10" 16'.2" 16'.10" 120 M.P.H. 41 11'.9" 11'.11" 12'.5" 13'.2"
125 M.P.H. 26 14'.9" 14'.11" 15'.3" 15'.11" 125 M.P.H. 45 11'.3" 11'.5" 11'.11" 12'.9"
140 M.P.H. 32 13'-4" 13'.5" 13'.11" 14'.7" 140 M.P.H. 56 10'.1" 10'.3" 10'.10" 11'.9"
Note: Total roof panel width = room width plus wall width plus overhang.
~ Lawrence E. Bennett, P.E.
u.s. HIGHWAY 441 EAST P.O. BOX 895008 CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT
LEESBURG, FL 34789-5008 P.O, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE: (904) 787-4000 FAX: (904) 787-6031 TELEPHONE (904) 767-4774
FLORIDA 1-800-342-3622 FAX (904) 767.6556
NATIONAL 1-800-874-9065 SEAL
PAGE
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E, 193
SOLID ROOF PANEL PRODUCTS
SECTION 7
[I
J
12"
f
l
12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
SCALE: 1/4" = 1"
IT
J
12"
f
~
12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
SCALE: 1/4" = 1"
J
1
12.00"
l
1
INDUSTRY STANDARD CLEATED ROOF PANEL
SCALE: 1/4" = 1"
J I ~iiiiiiB?-
SELECT PANEL DEPTH 1
FROM TABLES
/r-
ALUMINUM SKIN
E.P.S. CORE
.......:::~:::: ..,.. _ SIDE PANEL
CONNECTIONS VARY
L (DO NOT AFFECT PANEL
SPANS)
48"
COMPOSITE ROOF PANEL [INDUSTRY STANDARDl
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
PAGE
169
SECTION 7
SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
ALTERNATE CONNECTION:
#8 x 1-1/4" SCREWS (3) PER
PAN INTO FASCIA THROUGH
PAN BOXED END
#10 X 1-1/2" S.M.S. (1) PER
RAFTER OR TRUSS TAIL
#10 x 3/4" S.M.S. @ 12" O. C.
ROOF PANEL TO FASCIA DETAIL
SCALE: 1/4" = 1'-0"
FOR MASONRY USE 1/4" x
1-1/4" TAP-CON ANCHOR OR
EQUAL @ 24" O. C. FOR WOOD
USE #10 x 1-1/2" S.M.S. OR
WOOD SCREWS@ 12" O. C.
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
EXISTING TRUSS OR RAFTER
SEALANT
#8 x 9/16" S.M.S. (3) PER PAN
AND (1) @ RISER
HEADER (SEE NOTE BELOW)
ROOF PANEL
#8 x 9/16" S.M.S. (3) PER PAN
AND (1) @ RISER
EXISTING FASCIA
SEALANT
#8 x 9/16" S.M.S, (3) PER PAN
AND (1) PER RISER
HEADER (SEE NOTE BELOW)
ROOF PANEL
#8 X 9/16" S.M.S. (3) PER PAN
AND (1) PER RISER
ROOF PANEL TO WALL DETAIL
SCALE: 1/4" = 1'-0"
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG
CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS, ALL SCREW
HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE
WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE
PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE
SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW.
SEAL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-8556
PAGE
@ COPYRIGHT 1999
170 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
"t" IS THICKNESS OF
REQUIRED POST
r
~
..,.
N
L.....
L4. :
1
TOP OF GRADE
3" x 3" POST (SEE TABLE)
(2) 2" x 2" x "t" ANGLE OR
(1) U CHANNEl x "t"
3/8" x 3-1/2" BOLT
80 lB. 2500 PSI CONCRETE PRE-MIX
3" x 3" BASE
~
~
..-
I
(\')
16"
1
ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION
SCALE: 1/2" = 1'-0"
f
o
~/
~~
POST IN CONCRETE
#40 BAR 12" lONG
POURED CONCRETE
(REFER TO TABLE 2 . 4)
~ 3" x 3" POST TURN BOLTED
TO ANCHOR RISER
2-3/4" x 2-3/4" x 2-1/2"
lONG x 1/8" TUBING
WELDED CONNECTION
FASTEN (SEE TABLE 2.5)
12" x 12" x 1/4" PLATE
3-1/2" CONC. SLAB
ISOLATED FOOTING
SCALE: 1/2" = 1'-0"
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
SCALE: 1/2" = 1'-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P,O, BOX 4368. SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
SEAL
PAGE
@ COPYRIGHT 1999
58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E, BENNETT, P,E.
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
Table 2.3
Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T-6
Beam
Size
2" x 3" x 0.050" Hollow Tilt
2" x 4" x 0.050" Hollow
2" x 4" x 0.03S" x 0.100" Self Mating Beam
2" x 6" x 0.050" x 0.120" Self Mating Beam
2" x 7" x 0.055" x 0.120" Self Mating Beam
2" x S" x 0.072" x 0.224" Self Mating Beam
2" x 9" x 0.072" x 0.224" Self Mating Beam
2" x 9" x 0.OS2" x 0.306" Self Mating Beam
The minimum number of thru.bolts is two (2)
Minimum
Post Size
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3"x 3"x 0.060" Scalloped
3" x 3" x 0.093"
3" x 3" x 0.093"
3" x 3" x 0.125"
3" x 3" x 0.125"
# Thru-Bolts L=D+W'
1/4" " 3/S" "
2
2
2
2
3 2
3 2
4 3
4 3
Table 2.4
lab on Grade with unknown
reinforcement
Isolated Footing
Dimenslons**
1'-0" x 1'-0" x 1'-0"
1'-4" x 1'-4" x 1'-4"
1'-6" x 1'-6" x 1'-6"
1'-S" x 1'-8" x 2'-0"
1'-8" x 1'-8" x 2'-6"
2'-0" x 2'-0" x 2'-0"
2'-0" x 2'-0" x 2'-6"
2'-6" x 2'-6" x 2'-6"
2'-6" x 2'-6" x 3'-0"
Uplift
Rating #
520
1000
1320
2040
2540
2640
3300
4000
4S00
Maximum Attributable Roof Area In Square Feet
30 26 22 20 16
59 50 38 31
77 66 57 51 41
120 102 89 78 64
150 127 111 98 80
155 132 115 102 83
194 165 143 127 103
270 230 200 177 144
324 276 240 212 172
**Notes:
Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth).
Slab on grade must be new or in good condition.
(1) SO# Bag
(1) SO# Ba
(1) SO# Bag
rade with 80 # ba re-mix concrete and backfilled to rade.
Maximum Attributable Roof Area in Square Feet
102 87 76 67 54
107 91 79 70 57
112 95 83 73 60
Lawrence E. Bennett, P.E.
CIVIL EtliGINEER. DEVELOPMENT CONSUL TANT
P,O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
SEAL
PAGE
@ COPYRIGHT 1999
72 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E,
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
_F.1nr:w-.... Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-6
Wind Zone = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH
ADD lied Load = 17#/Sa.Fl I 20# 1 Sa. Ft. I 23# 1 Sa. Fl r 26# 1 Sa: Fl I 32# 1 Sq. Fl
Load Width 2" x 3" x 0.050" Hollow Tilt
5' 9'-9" 9'-0" 8'-5" 7'-11" 7'-1"
6' 8'-11" 8'.3" 7'-8" 7'-2" 6'-6"
7' 8'-3" T-7" 7'-1" 6'-8" 6'-0"
8' 7'-9" 7'-1" 6'-8" 6'-3" 5'-8"
9' 7'-3" 6'-8" 6'-3" 5'-11" 5'.4"
10' 6'.11" 6'-4" 5'-11" 5'-7" 5'-0"
11' 6'-7" 6'-1" 5'-8" 5'-4" 4'-10"
12' 6'-4" 5 -10" 5'-5" 5'-1" 4'-7"
Load Width 2" x 3" x 0.050 Hollow
5' 11'-1" 10'-3" 9'-7" 8'-11" 8'.1"
6' 10'.2" 9'.4" 8'-9" 8'-2" 7'-5"
7' 9'.5" 8'.8" 8'-1" 7'.7" 6'.10"
8' 8'-9" 8'-1" 7'-7" 7'-1" 6'-5"
9' 8'-3" 7'.8" 7'-1" 6'.8" 6'-0"
10' 7'-10" 7'-3" 6'-9" 6'-4" 5'.9"
11' 7'.6" 6'-11" 6'-5" 6'.1" 5'.6"
12' 7'-2" 6'-7" 6'-2" 5'-10" 5'.3"
Load Width 2" x 4" x 0.050 Hollow Tilt
5' 12'-3" 11'-3" 10'-6" 9'-11" 8'-11"
6' 11'.2" 10'-4" 9'-7" 9'-0" 8'-2"
7' 10'-4" 9'-7" 8'-11" 8'-4" 7'.7"
8' 9'-8" 8'-11" 8'-4" 7'-10" 7'.1"
9' 9'-2" 8'-5" 7'-10" 7'-5" 6'-8"
10' 8'-8" 7'-11" 7'-5" 7'-0" 6'-4"
11' 8'-3" 7'-7" 7'-1" 6'-8" 6'-0"
12' 7'-11" 7'-3" 6'.10" 6'-5" 5'.9"
Load Width 2" x 4" x 0.050" Hollow
5' 13'-9" 12'-8" 11'-10" 11'-1" 10'-0"
6' 12'-7" 11'-7" 10'-9" 10'-2" 9'-2" -
7' 11'-7" 10'-8" 9'-11" 9'-5" 8'-6"
8' 10'-10" 10'-0" 9'-4" 8'-9" 7'-11"
9' 10'.3" 9'-5" 8'-10" 8'-3" 7'-6"
10' 9'.9" 8'-11" 8'-4" 7'.10" 7'-1"
11' 9'-3" 8'-6" 7'-11" 7'-6" 6'.9"
12' 8'.10" 8'-2" 7'-8" 7'-2" 6'-6"
Load Width 2" x 4" x 0.038" x 0.100" Self Matina Beam
5' 14'-6" I 13'-4" 12'-6" 11'-9" 10'.7"
6' 13'-3" I 12'-2" 11'-4" 10'.8" 9'-8"
7' 12'-3" I 11'-3" 10'-6" 9'-11" 8'-11"
8' 10'.7" 9'.10" 9'.3" 8'-4"
9' 10'-10" 9'-11" 9'.3" 8'-9" 7'.10"
10' 10'-3" 9'-5" 8'.10" 8'.3" 7'.6"
11' 9'.9" 9'-0" 8'-5" 7'-11" 7'-1"
12' 9'-4" 8'-7" 8'-1" 7'-7" 6'-10"
Example:
For 2" x 4" x 0.038" x 0.100" Self-Mating Beam; Beam span between uprights use load width to enter table.
For 12' Roof Panel + 2' Overhang; Load Width = LW = 12' 12 + 2' O.H. = 8'; Enter table on left at 8' read allowable
span under required load; Thus for 100 M,P.H, wind loadllive load or 17 #I~d Width = 8'-0"
Maximum Beam Span for 2" x 4" x 0.038" x 0.100" =
Spans do not include length of knee brace, Add horizontal length of knee brace to above spans for total beam spans,
"Note:
For small covers 2" X 2" beams may be used. (see table 3,1.1 for spans)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, PE.
PAGE
67
. SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
(/)
w
a:
~
ROOF PANEL SEE SECTION 7
ANCHOR (SEE DETAIL FOR PAN
OR COMPOSITE PANEL)
FOR NUMBER OF BOLTS AND SIZE
OF POST (SEE TABLE 2.3)
BEAM AND POST SIZES (SEE TABLE
2.1.1, TABLE 2.1.2 AND / OR TABLE
2.2.1, TABLE 2.2.2)
COLUMN NOTCHED TO SUIT
SIDE NOTCH POST TO BEAM CONNECTION
SCALE: 1/4" = 1"
en
w
a: ROOF PANEL SEE SECTION 7
~
SIDE
BEAM
@
@
@
@
ANCHOR PER DETAIL FOR PAN OR
COMPOSITE PANEL
FOR NUMBER OF BOLTS AND SIZE
OF POST (SEE TABLE 2.3)
1 3/4" x 1 3/4" x 0.063" RECEIVING
CHANNEL THRU BOLTED TO POST
w/ THRU BOLTS FOR SIDE BEAM
(SEE TABLE 2.3 FOR NUMBER OF
BOLTS)
CENTER NOTCH POST TO BEAM CONNECTION
SCALE: 1/4" = 1"
BEAM AND POST SIZES (SEE TABLE
2.1.1, TABLE 2.1.2 AND / OR TABLE
2.2.1, TABLE 2.2.2)
COLUMN NOTCHED TO SUIT
Lawrence E. Bennett, P.E.
CIVIL SNGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
SEAL
PAGE
@ COPYRIGHT 1999
64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E.
.
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
_F.1i1~"'''. Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings - ALUMINUM POSTS
Aluminum Post
Wind Load = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH
Aiiiiiied Load = 17 #lSii. Ft. T 20 #lSa. Ft. I 23 #lSa. Ft. I 26 #lSa. Ft. I 32 #lSa~ Ft.
Maximum Allowable Roof Area in Sauare Feet for Various Loads on Post
HelQ'ht Load in Lbs 2" x 2" x 0.044" Hollow Extrusion or
7'.4" 2,064 121 103 90 79 65
8'.7" 1,548 91 77 67 60 48
9'-10" 1,204 71 60 52 46 38
11'.1" 903 53 45 39 35 28
Heiaht Load in Lbs 2" x 3" x 0.050" Hollow Extrusion or
8'-2" 2,736 161 137 119 105 86
9'.6" 2,502 147 125 109 96 78
10'.11" 1,596 94 80 69 61 50
12'.3" 1,197 70 60 52 46 37
Heiaht Load in Lbs 3" x 2" x 0.070" Hollow Extrusion - Aluminum Alloy 6063 T-6
8'-2" 3,408 200 170 I 148 I 131 107
9'-6" 2,556 150 128 I 111 I 98 80
10'-11" 1,988 117 99 : 76 62
12'.3" 1,491 88 75 I 65 r 57 47
He1Qht Load in Lbs 3" x 3" x 0.040" Roll Formed - Aluminum AllovJ105 H-14
10'-0" 2,381 140 119 104 92 74
11'-8" 1,786 105 89 78 69 56
13'-4" 1,389 82 69 60 53 43
15'-0" 1,042 61 52 45 40 33
Heiaht Load in Lbs 3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14
11'-0" 3,600 212 180 157 138 113
12'.10" 2,700 159 135 117 104 84
14'.8" 2,100 124 105 91 81 66
16'-6" 1,575 93 ~ 79 68 61 49
Heiaht Load in Lbs 3" x 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T.6
11'.10" 3.408 200 170 148 131 107
13'.10" 2,556 150 128 111 98 80
15'.10" 1,988 117 99 86 76 62
17'-10" 1.491 88 75 65 57 47
Example:
Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W':
A = S x (W/2 + O.H.); if'S' = 7', W = 12', and O,H, = 2'then: 'Area' = 56 Sq. Fl.
For a 10'.11" post and 120 m,p.h. wind load or 23 # / Sq. Fl. post choices are: :'.
1) 2" x 3" x 0,050" Hollow Extrusion
2) All post sizes listed below the 2" x 3" x 0.044" Hollow Section
Note:
Where jab conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed COULD NOT
BE used because when it is more than 10' tall it can only support 39 SF of roof. On the other hand, a 3" x 3" Fluted
Post with a post height of 10'- 7" can support an area of 128 square feet of area. Thus, design must satisfy both
height and area requirements.
SEAL
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
PAGE
70
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
FASTENERS
SECTION 9
CONCRETE
SCREW
ANCHOR
T-BOL T
SPIKE
EXPANSION
BOLT
DRIVE NAIL
CONCRETE AND MASONRY ANCHORS
SHEET METAL
SCREW
HEX HEAD TEK
SCREW
MACHINE BOLT
WI NEOPRENE WASHER
METAL FASTENERS
NOTES:
ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR
EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE
APPROVED BY THE BUILDING OFFICIAl.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E
SEAL
PAGE
201