HomeMy WebLinkAbout99-9036
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09036,
//- 80- 9'7
'16
,..
Date
BUILDING
.~L
~.
~' Sewer Conn
Water Conn:
Property Owner:
Water Meter:
- -..,
Job Address: ....c; . . T.I.F.'s:
Parcell.D. # ~"I- .LJ}-.;2/- /JOL) - DI- /J.,gZJ 0
. 5(0
Zonio., d Ene,.yeod.' :Yr;;G." ;0. ~
00""0"00 of Wmk - llt11~.ie, c::[ 0/S~4' ----"'9><<- <y ~ -. ~
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
I,.
Complete Plans, Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
Valuation or /]
Contract Price ID) 7 ~ 7 .
City License Registration # ~ .3
State Certified License#
~D
~e . e,' ~['S-b r.
, ~;") . "
" i natur",' l ci.WI. J(::b.l^ /
Company
d' I ~ .'J <f .;l-Q.. " /f,
Tp. Servo
Rough In
Meter Can
FRM. Const. Pole
Insul. CL Pool
WL Pre-Meter
~ Final
Driveway 12 ~ Cf-tjJU( ~
~ ~ l z.-? . 9t7'rtfiij)
AL
PLU
MECH
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.
PtCJL (tLuw\.
3 'J 552... }J ~'\.1 ~ (lj L~
~).
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF
OTHER
CD
~
tJ~-T IO.74Fi.""
BUILDING: 7 ..... 7:>~
. J,-
ELECTRICAL:
PLUMBING:
MECHANICAL:
t65'lo RADON: 10 ~ '5 fa
CREDIT: rJJ:t
SEWER: tJhr
WATER:
TOTAL: ~~
I
T.I.F',S I tJ ht-
I
'--Gl~- 1> 5' _ sto
County of
I 11111111111 1111I 111111111I1111111111111I11111 1111
99150232
Rcpt: 374091 Rec: 6.00
DS: 0.00 IT: 0.00
11/30/99 Dptv Clerk
JED PITTMAN, PASCO COUNTY CLERK
11/30/99 09:51a. 1 of 1 78
OR BK 4268 PG 1 7
?/JSCO
,
Permi t No.
state of
R;
.. ..
NOTICH OF COMMENCBMENT
TUB tmDBRSIGHBD hereby givos notice that impLovement will be made to certain
real property, and in accordance with Chapter 113, Florida Statutes, the
following information is provided in this Notice of Commencmncnt:
)
1 . Des(~ r. iption of Property: Parcel No.
; ,
I
/TL J1 yYI .
~L)l? /7 . ,
'~d~L; --
~;
3.
Own..:Jr Information: Name ,,(lL>LlEltr ///-1T/Y1/tA./
1\ddressl.O-rt~ J;>SQ AJ~t.J JltJ~/Z/J'u City ZE~)I/R)..jILLS
Interest in Pr.operty: , . f)W).JC"Q
Name of Fee Simple Titleholder:
(~f other thgn owner)
StateS J>..JS'y/
Add): ;1'SS
City
State
.' ,~4.
~~,'~~
ti''W.
Contr.:lctor: Name ./lL:E I4L/1.J#
Address >;{f~J.:;2/l1() /)t/,E", . . City :Z~PJlr;(J~/Lt.J
StateA d.1Plo
5. Surety: Name
1\ddrt;IBB
City
State
Amount of Bond: $
6. Lender: Name
1\ddrc:!ss
City
State
7. Persons within the State of Florida designated by Owner upon whom
not ~ i~~es or other documents may be served as provided by Section
713. 13(1)(a)(7), Florida Statutes:
Name
1\ddrl;, IJ s
City
State
8. In addition to himself, Owner designates
of to receive a copy of the
Lierior's Notice 8S provided in Section 113.13(1)(b), Florida St8tutes~
9. I~Xl) 11 ft..loll (.h, Lo or Nutloo of COI,1I1101l001ll0nL (Lho oxplratloll dato is 1 yoar
fr?m the date of recording unless 8 different date is specified.)
f- ~J~1y h---~ ~--0
if/. ~ day of ~#/??b ~~
,
Signature of Owner: ~..-::r-n4",~
Sworn to ;'I,lld subscribed before me this
19 91 .
"'.~"""
(
Notary Pul11 ic :
RICHARD DANIELS
Notary Public, State of Aorida
"1:- ;:: ~.., f ';: '~~;". 'If'
., ,fly CommJ.ssion Expires I
~ri<~J\". .' .
.
Comm. No. 771791
/12'1/79
l'6l -26 /6
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oWltElt'8 AbblWt8 Ml-b6 ',] 7S'r.:< ;(/$i4./
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Job AbDlut8~ . S /'t ftJ p:.
...aIUNE 9J?rP-/S-:-!?
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LEGAL lJISCRll'TIOH t Lot(S) BLUeR. SUDblVlS10N
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PAltctL t~b.' ,,151:... c2S'- ~}, ()D/O - ?J / -Joo (OBTAllI 'ROK PROPERTY TAX 'NOTIGEl
WORk ~RUPU9~DI~ tbn.ttuctlOh _~ddltlod ----Alteration ~e~~l~ ____~~tA11
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PROpostd US}: t ~ti81e r_ily
_UOiMI@rcbl .
--1tove
--Pe.o1iBh
I
----111 ,
_, of Uults
----1fl II
_lhdust.
_Sw hi. 1'001
_Olher
---Restaurant: & lIealL11 IJclfllrt.cut Approval
IJESClUPt10H OF NORkt C-o /l/t:...1f;r ~ - .r" L ~E A/ ~~o.m - ~'-Uj/P1. ~r-
DUILIJING SIZEt Jl tf S>fY StJWU:e r~et. p 7cJ ~.o Jleight
ReSllJ~NT1A.Lt';.. AttAL'" (2)1'WT..WS', (2):88tS 0' BUILDING PLANS a (1) SBT'ENERGY rOMS.
cottHkadtAL 1,.AftAtIt~(:J)gltts:'tJr~IU1LIJlN(f..aNS I (1)"slrt'~ENEltor:1FORHS.' .\ I. ,.
I. '.U'klt. SUltVlt1lUtCJUtltib.l'Ult1iALL Nk"'tUNSTRUcnUNf'" · ' f . ....
..., ,,0# '. '. ~".....: ~ 1~,.;?;~,1jh"'i"''''''qo. "'J .;~ "".; " ",' I 'J, '
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V41u.tlou:ul'tot41 toostructlon
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._AIlP Senlce '. Ifl."..,1 "'" . 'lorid..t!ower 'Corp. ' "'''';/ W.R. B.C.
'. .,t\ . , .\ .> i' ., ,.o. (.;~ \';, .:.~ - . i~' ;'.;ti~;' .-~, ..-~i"f'" t'..
Valuatlod of' Het:luutlcal"lh.tal1aUon ,+, . "
o il ~,.. .
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CMS
I ROOFiNG
SPEVIALTY
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BUILbBR
TIPE OF OOMStRUCllUIU't: ............loc:lt . _Ftue,. _Steel
. .;\-~-,,:.,., \:;.'~~5~~":-)'.1ii~" -
t'UUShU t1W."*IJl~At1aMSI~~..,;,~L" ,r.\. h:;' .'"IS 'l'JtUJlct. 11..'rl.OOD~~OME" AItBA'I (I .,'
. ., , I I . 't' '7 1/1,'1 . "...!oty.a'" "NOI..
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1 .t.", ,:\J ;t,'~~,'.'~'t,I;~,~l,'J;.~~,"~:il~'::'}'7'J~,'f,:",:"..~,'l.'...... "; ,.,', ""-l;.o'-~,'''"''''J "",t, '",..'1 , '
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. '1.11, ~ffllY'Lll?;*,I*'l Jbt8t.ttat:t(,d ~,l" "hP,,:r~:"'~.
..........:,~.....ZU~::i..irD~
State Cert. or ReglBt. , .. '
Oltt Llc@nse Registration ,
....~..............~.tt......ttt....t......
Other
SI8fud:ut@
EI.B~""R1CL\M
S iRll8tttte
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.,..8tdtetett:. or'R@AlBt~"
~lt, LleenseR@glatratlon ,
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fLUHBBR
Signature
OOHPANY
. "st.t~ C@rt. or Reglst. ,
, 'UU" tlcenseJtegltlttaflon .
...,......................................
.
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JtECllAHlGAL
Signature
-
\ ; ~-I' !~,. j'H'r .c,
toHt!ANI
'st~te C@rt. or Regist., ,
Vlly tlcenae Registration'
..........................................
. ,
it \ .. ,i "
o'rllER
"
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SignatUre
,/,. 1',1 """'1)"
ArI'I.ICATION APflROVEIJ BY
PERtIlT OFFlC..:R.
. COHD.tT:lOH8~O"..~P.IIH.t't.,\AFFIDA VIT
}\. HOT.tCE Olt D~ED RKS*tnlt't.t()If~,("J)l\~.~'~~'.~:~~,,{,: ....,..
'he Imdul'gnec1 tlllder,tltlC1. t..t tltl. ptnJti<",''''!'ubJec~ilto~,'r..tddion.. which .ay be lOre restrictive lhan Cily
reguJltIOd'. tbf ondtr'I~,,,"""~"lJltf.tof;~Jl '.Iib anr applicable deed reslriclions.
. ~f"'''''' 4o'.a..: _" 11 .
B.' UNLICENSBU. COM'tMC'tOns AND COH'l'W\ttOlt JtESl'ONSl8lLITIES
If lhl owner h~' hit" . taltt.ctot Uf.~tr.ctor' to unlatt."\lDtl,.thfr ..,'be'requlred lo be licensed In accordance .ith
slallt and 1tJC:.l tlg1tlaUCIhI.. If Ute tGiu.clor 18 not UttMtd~;.. t.1rtc1 br lint, bolb the owner .~4 r.ontraclor II' be
cltec1 tor II .I....nor ,lolaUm unc1.r .l.l,'litt~ U l......fur.lnl8tc1td.c:onlratlor 'rl unc@rtaln~as' tOllhat licensing
t~9ulreltnll III l;pl, tOt lbe lnl.nata lOr', the, It. tdtl~'lo tOnl'ttthe ellf of leph,rbllll Building ,Depa,rllent, (81])
181-6611. . , . ....' , . "
~. ; ,.1 I":'
Furlher"t~~ If the owner hal hired . conlr.clot nr contraclor., he Isaa,lled to hi'. the conlraclor(s) 81gn portions of the
.conb'ttot SotU..- of 'U.J.'ppU~Um for Itblch the, ifill be tUpclI1.lble. If you, a. the owner sign as the con'~aclor,
fOU arl lddlcatlni that fbU,rather thin t~ tonlr'tlot, 'tl ,..fOfttlble'r,r'lh. lIOr1. .f the contraclot wfshp.B JOU'lo sign
III todblltlor that ta, be an llII1lclU. lbat .. I. not plopttl, .lJttnled II1C1llnot enUUed to perllltlng prhUege. in the
en, fJf JephrrhHltt. . ..
c. TItMfSPORTA'tlON IMPAc.r FEES AND UT.tl..ITY CONNECTION' FEES
v. coNSTRUCTION LIEN ~AW \ (CHAPT~R 113. FLORIDA.8~ATUTES, AS AMSNDED)
I cerli" that I, tht .pplicant, he,. btIn protlaea .Jlh . eopf of 'tlorJ'a'. ConstructlOh Lien Law - HoIeownert.'Proteclion
CuMe' prt!partM1 b, l.. 'lbtJd.hplttIMbof.iAgdc:tdtar. ......CaII1IItr Affalrl. If U...ppllcant 18 801e0118 other tllan the
.owner., I cerlJI, that I .... obtained. top; of'lbt .bote ".erlbta doc:uIent .nd'pr0l1..,iln good faith lo deliver it to the
.owner. prior let toMntlllttnt. ., OJ'; ... ·
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certi" that .11 the inforlltlon In t.l. .pplle'llon II .c:tUr.te and that all worl will be done In cOlpllance willi all
IIpplle.ble Ill.' t@gdJ.lJRf tOft.lratllod,~.anlngt and Jand:....lopfent.
"ppllcltlon I. "'rlb, .. tdflbtal.. Pltll~t'tc1o IOr'l~JIII~U.Uon II lndlc~tec1. . I cert~(, that, no "or~or "
Inlltall,lUon .1' .....\.rt6t~lo~...!or~. ..tll\i~~.I~,lIprrtdU hI,..r1otalll1J~ ...t .tIIIl1lrc1a;.of aU:la.s
regul.tlng conlhucUonl tnt ~.~~..:!~I~U.;,:w ,..~""l...(retli"U..llftt~)utt'dlcUon~~~tJaIICl"
rl!rUr1lblt I _rlt_lhat'the t.l.Ulili'btol"t"j1tfilAt.11oo_1u'IN"'ppl,~lo'lfii"lntetn1ec1lfOr', andlhallt is
If rt!lIpottllbJHt, lo IdelHt, .t"tU_jlt..tt.bh,to~,I'j,_l1ancl. Such l19end.. Include but arl,not U.Uec1lo:
. DepilrtBl of Intlr....t.el _laU. ... t,..... .....; ItUIIht At... IJIll IntlrontentJl1r Bendlhe LandI,
,;" ',',' ',;1;; ,. J,V.t.u/llfltllltu "..taent'
a Southwelt Flodda lI.let 't' 1J1Udt~ ,;i' "'U.,"\t,;tiM~..,.....;, V.Uanc1 Arlal, Altering "atercOUrl81 '
· At tor of "e~ .1.....1.~'~".1t1. ..tltt.,. "
. Depllrt8t It .. lUl "~"rt ttI . bt1t_W,leallh IJall - VeUa. lIaltnater Ireallent, 'SepUc: lanll
. US IadrOlileltl"lo ,jo~.", ",., ,,j....~t...._,.. \ .'
J 3110 certl'r t, liter ,I J. (0 be bltd'ld .1~ tdft. lA' nr 'A,tte.., It II understood lhat'a/dralnigl plan
eddrellllng . 'toIpfml.tJftt.tOl"~;:IfIU be lublIU"', ~hl~,Japr.par'" b, a profllllooal engineer reglaterec1 In the state of
'Iorlda prior let per'U.I"uM~. '...-.' '" .' ",,'
. "perin IlIuec1 ,hall M .....Util!c1'lifM....{tebl' lo ptdtltcfiUh lhllfOd and not as authority to .Iolate, . cancel alter. or
let Islell an, protl.J.""f =j~~t,.~"'l1i!Jttl1nc1 of . petitt prlfent U..Bullc1~n9 Olf~clal frOl therea, (ter
reqdltlng . torttt!U.. 01 't' "1. :p"~i!lMIlttE(l~rM htdlUon. of' Ih,toc1l. .1'lrr~lIfrtlU' J..uea!....U,... ,lm.lId
unlesl the _r. IUthctrlltd bt......:..~..ltJ~~~~IW.,.I' ~lII! ~f .l~.uancl, or, If IfOrlluthorlled br llle perllt la
8ullpended or ..earot" period Ofi.I"~_(i~tl.tUieAllUIitUt. wt.'J~~~ntH. One 90 da, eltenllon of UII!, lal be
a lIonc1 tor lhe plraU ,UII 'It ., tgl; Clf..l$__....aM. gt.IM!!L.~l1 \It tllflUlltet1 In wrl tlng to the BuUellng Ofnclal. An
erpro,ec1ln.pttUOIt IlJU be t_'ttdng,.alfVIMtPllfIIlPlf.lh. project ,HI be conllderea abamlonl!d. .
""R"l" to 0IItI'! .. 'AU.. tolllt'ClD~A~lOtttl~ 'IIAt 118ut.r I" YOUR PAfI"G 11I1C1 FOR I"PROVIHIiIltS TO YOUR
.mlnt. U' tcMnM'IfJ.,' qt,O,.,,' !r~", " ',," ,lbbI' OR AI AItOI"1t BaVOR. RICORDI"G fOOl IIOTIc;BIOF .~.
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. ~L:,'.:." ~~//~
SiGII"'URI: ONIIIR OR AGHilI . . 'I.' I . 8IGIlA'URt~~
if).!.9..~~~~ ' ~ ., ~. MAT' U,' PWRID
.\ " l. --OF
L'\ /.~ . ", \.wnl.
V lI~t., .... <. knowledg.d' A"'rhl foregot ';;. edged
. -~~... It.'..... ~., 'tvltltut8 me t by'!
before . ,.~.r;:IJ~.. Y " ,.. f .
IJib~ S;~>' , _"~""Ilih~ ~i-3 "',
who 10 personally known to 11I8 or Mho h~8 t"~,~4tMho 10 personally known, to me or who has
produced . , lItoduced . , -- ,
dS Ident.lfic~t:iUIt..nd,,~~o, "\, ~',r~,~t 1"1..,~,.at:k~d"....t~f~8Uon lUld ~/didnot '
take~c.,~y"'" .4....~. ~A2~ '~ > i
(SlgI!Jture) " (8ignat,atre) ,~
"{'r'c/. '!jJ P J"-'" /" / s ' ,.... ' ,,(,<;4#00 j)~,,, A
TName Type, Prtttted"or st~t!d) ..' ','~':J"dJlte Typed, Print.ed or St8Jltped)
NOTARY PUdLIC 11- tf y~ 9'1: ," ." .. \ . ~~~Y ,PUBLIC /;?"L ~- ~
I'
-'><:
ACE
ALUMINUM & CONCRETE, INC.
38525 2nd Ave.
Zephyrhllll, Fl33540
tfa/; ~(Arfr11~
ADDRESS ~b r ~ ~
SHIPTo.f7S.>'~ b-rAtVo J1/Jr;..?A~
DATE lie- ~.t.:: _~9 . t
PHONE __0 _J /3 7".2-/;9,)1) flH'uA.s)
SOLD TO
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s-cts
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PERMIT
PRICE
TAX
The undersigned agrees to pay TOTAL PRICE
INSTALLERS IN FULL ON COMPLETION DEPOSIT
,n BALANCE C.O.D.
~ O~ 7Yd:"Qk...
Iep. ClIItomers ture
Job No.
Phone: (813) 782-2616
V'
91TH "I.AII
. (llESlDENTlAL usa OULY~
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SCREEN, VINYL & GLASS ROOMS
_mOria...... Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T -6
i,
2" x 2" x 0.055" Hollow extrusion
Wind Zone
Load 102 M.P.H. r 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P.H.
Width ADiifled Load
19 # lsa. Fl 23 # ISo. Fl 26 illSa. Fl 29 # ISo: Fl 36 # ISO. Ft
36" 12'-3" 11'-1" 10'-5" 9-11" 8'-11"
42" 11'-4" 10'-3" 9'-8" 9'-2". 8'-3
48" 10'-7" 9'-7" 9'-1" 8'-7" 7'-8"
54" 9'-11" 9'-1" 8'-{;" 8'-1" 7'-3
60" 9'-{;" 8'-7" 8'-1" 7'-8" 6'-11'"
66" 9'-0" 8'-2" 7'-9" 7'-4" 6'-7"
72" 8'-8" 7'-10" 7'-5" 6'-11" 6'-3"
78" 8'-4" 7'_7" 7'-1" 6'_9" 6'-0"
84" 7'-11" 7'-3" 6'-10" 6'-6" 5'-10"
90" 7'-9" 7'.0" 6'-7" 6'-3" 5'-7"
2" x 3" x 0.050" Hollow Extrusion
WInd Zone
Load 102 M.P.H. r 110 M.P.H. T 120 M.P.H. T 125 M.P.H. I 140 M.P.Jf.
WIdth ADDlled Load
19 #/50. Fl 23 # ISa. Fl 28 # ISa. Fl 29 # ISa. Fl 36 # ISa.Fl
36" 16'.10" 15'-3" 14'-4" 13-7" 12'-3"
42" 15'-7" 14'-2" 13'-4" 12'-7" 11'''''"
48" 14'-7" 13'-3" 12'-5" 11'-9" 10-7"
54" 13'-9" 12'-{;" 11'-9" 11'-1" 9 -11"
60" 13'-0" 11 -10" 11'-2" 10'-{;" 9'-6"-
66" 12'-5" 11'-3" 10'-7" 10'-1" 9'-0"
72" 11'-11" 10'-10" 10'-2" 9'-7" 8'-8"
78" 11'-5" 10'-5" 9'-9" 9'-3" 8'-4"
84" 11'-0" 10'-0" 9'-5" 8'-11" 8'-0
90" 10'.8" 9'-8" 9'-1" 8'-7" 7'-9"
Load
Width
36"
42"
48"
54"
60"
66"
72"
78"
84"
90"
Notes:
Glass Rooms: The addilion of aluminum frame windows with glass panes that are designed
to 110 MP.H. wind load requirements to the above upright sizes increases the strength so that
additional framing is not required.
Using screen panel width 'W' (See typical glass room drawing.), select upright required from
the maximum height allowed for each extrusion.
Screen Splines on 3" side. extrusion turned with 3" side parallel to sole plate.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL32121
TELEPHONE (904) 767-4n4
FAX (904) 767-6556
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN P~RMISSION OF LAWRENCE E. BENNETT. P.E.
SECTION 3
SEAL
PAGE
93
SECTION 8 I
n,.00"
0.044"E]
ALUMINUM FRAMING COMPONENTS
A = 0,24 In.'
WT = 0.28 pH.
Ix = 0.14 In, '
Sx = 0.18 In.'
6063. - T6
A = 0.50 In.'
WT = 0.57 pH.
Ix = 0.28 In.'
Sx = 0.37 In.'
6063 - T6
f 1.98"1
0.055" f + 1]
2" X 2" X 0.055" PATIO SECTION
SCALE: 114" = 1"
1" X 2" X 0.044" OPEN BACK SECTION
SCAlE: 1/4" = 1"
f 1.98"1
0'032"f + 1]
A = 0.32 In.'
WT = 0,37 pH.
Ix = 0.18/n. '
Sx = 0.24 In.'
6063 . T6
f 1.98"1
O~~f + D
2" X 3" X 0.050" PATIO SECTION
SCALE: 114" = 1"
2" X 2" X 0.032" PATIO SECTION
SCALE: 114" = 1"
f 1.98"1
0'036"l + n
A = 0.36 In,'
WT = 0.41 pH.
Ix = 0.19 In,'
Sx = 0.26 In.'
6063 - T8
f?OO"1 .
oo~.f + U
2" X 2" X 0.036" PATIO SECTION
SCALE: 114" = 1"
f',98",
0.044"f + n
A = 0.64 In.'
WT = 0.74 p.l.f.
Ix = 0.75In.'
Sx = 0.70 In.'
6063 - T6
A = 0.75 In"
WT = 0.86 p.l.f.
Ix = 1.53 In.'
Sx = 1,07 In"
6063 - T6
2" X 4" X 0.050" PATIO SECTION
SCALE: 114". 1"
A = 0.42 In.'
WT = 0.49 pH.
Ix = 0,23 In.'
Sx = 0.31 In.'
6063 . T6
f2.00"1
8_;
0.044" + J
2" X 2" X 0.044" PATIO SECTION
SCALE: 114" = 1"
A = 0,61 In.'
WT = 0.69 p.I.!,
Ix = o.n In.'
Sx = 0.69 In.'
6063 - T6
2" X 3" X 0.045" PATIO SECTION
SCALE: 114" = 1"
Lawrence E. Bennett. P.E.
CIVIl ENGINEER. DEVELOPMENT CONSUl. rANT
P,O, BOX 4., SOVT1I OAYTONA. FL 32121
TELEPHONE (804) 7117-4714
FAX CleM) 781-8558
SEAl..
PAGE
196
C COPYRIGHT'_
~~;~;~~~~E~~;~Vn~O~;mENPE_SSKlNOFLATE;~~~N 3
MINIMUM 3-112"
SlAB ON GRADE OR
RAISED FOOTING
(SEE DETAILS FOR
FOOTINGS)
SELECT EDGE BEAM TABLE 3.1.1
AND10R TABLE 3,1.2
L. 'LW ~
FOR MAX.
UPRIGHT
LENGTH I" x 2"
VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
~
I
"
:r
!
ROOF
TYPICAL GlASS ROOM WITH SOliD ROOF. TYPICAL FRONT VIEW FRAMING
'(HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WAlL BEAM)
., AlTERNATE CONNECTION AT
FASCIA AlLOWED (SEE
SECTION 7 FOR DETAILS)
LOAD WIDTH
FOR ROOF BEAM
lLW~l
I r- P/2
SOLID ROOF
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
l O,H.
P = PROJECTION FROM BLDG,
LW = LOAD WIDTH
VARIES
L PVARIES-J
TYPICAL SCREEN I GLASS ROOM
SCAlE: 114" = 1'-0"
EXISTING
STRUCTURE
NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 114"x2.114" CONCRETE
FASTENER MAXIMUM OF 2'.0" ON CENTER AND WITHIN 6" OF UPRIGHT
ANCHOR 1" x 2" TO WAlL WITH 2-1/2"11I10 SHEET METAL SCREWS WITH
WASHERS 2'.0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNAlLY
OR WTH ANCHOR CLIPS AND 11I10 SCREWS AND WASHERS.
SELECT FRONT WAlL BEAM FROM 'tABLE USING LARGER LOAD WIDTH
VAlUE OF P/2 OR P/2 + O.H.
Lawrence E. Bennett. P.E.
CMI. EHOINEEFl. DEllRllf'IENT com.. TANT
p,O, lOX 43e8, SOVT1I OAYTONA, FL :1212'
TELEPHONl! (1041 7"..n4
FAX (t04J 781-8551
C COPYRIGHT 1999
NOT TO BE REPRODUCED'" WHOlE OR IN PART WITHOUT THE WRlnEN PERMISSION OF LAWRENCE E. 8ENNETT. P E
SEAL
PAGE
77
i:)t:~ IIUI~ ,j
EDGE BEAM
1" x 2" OPEN BACK ATTACHED
TO FRONT POST WI #10 x 2"
S.M.S. MAX. 6" FROM EACH
PURlIN AND 24" O:C.
FRONT WAll PURlIN
;;'\"I'L.L:j~. IIh~ I L Ol UlJ'\i:)i:) ",\JVlllli:)
.
.'
, .
TYPICAL CORNER DETAIL
SCAlE: 1/4" = 1"
Lawrence E. Bennett. P.E.
CMI. _-IlEVEl.OPIlEHT~TANT
P.O. IIOX _1IOl1TH MYTONA. FL 3212'
lELEPHONE c-l "'7-4n4
FAX c-l 717_
SEAL
PAGE
SIDE WAll HEADER
ATTACHED TO 1" x 2" OPEN
BACK WI MIN. (2)#10 x 1-112"
S.M.S,
SIDE WALL PURlINS
ATTACHED TO 1" x 2" OPEN
BACK WI MIN. (2) #10 x 1-112"
S.M.S. IN SCREW BOSSES
FRONT AND SIDE BOTTOM
RAilS ATTACHED TO
CONCRETE WI 1/4" x 2-1/4"
MASONRY QUICK SET @ 6"
FROM EACH POST AND 24"
O. C. MAX. AND WAllS MIN. 1"
FROM EDGE OF CONCRETE
82
C COPYRIGHT '999 .
NOT TO BE REPlIOOUCEO IN WHOLE OR IN PART WIl1lOUT mE _TlEH PERMIS8ION OF LAWRENCE E. BENNETT, P.E.
SCREEN. VINYL & GLASS ROOMS
COMPOSITE ROOF PANELS:
(4) 1/4" x 4" LAG SOl TS WI
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O,C. AlONG
SIDES (WAlK-ON)
2" x 2" OR 2" x 3" HOLLOW
CHAIR RAil AND KICK PLATE
2" x 2" HOllOW RAil
POST ATTACHED TO BOTTOM
WI MIN. (2) #10 x 1-112" S,M.S.
IN SCREW BOSSES
EXISTING SLAB MAY BE USED
IF IT IS IN GOOD CONDITION
AND IT IS APPROVED BY THE
BY THE BUilDING OFFICIAL
(1) HllTI112" x 3-112" KBII-
BOLTS APPROVED FOR 665#
UPLIFT WI STD. PLATED CUT
STEEL WASHER
(1) 3{6" BOLT FOR 3" POST (2)
3{6" BOLTS FOR 3" x 4" POST
TYPICAL UPRIGHT DETAIL
SCALE: 1/4" = 1"
SECTION 3
RISER PANELS: (3) 18 x 112"
S.M.S. PER 12" PANEL
HEADER ATTACHED TO POST
WI MIN. (2) #10 x 1-112" S.M.S.
IN SCREW BOSSES
2" x 2", 2" x 3" OR 3" x 2"
HOllOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS
CHAIR RAIL ATTACHED TO
POST WITH MIN, (2) #10 x
1-112" S,M.S. IN SCREW
BOSSES
1" x 2" OPEN BACK BOTTOM
RAil
1/4" x 2.1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett. P.E.
CMI. ENGINEER -1lEVEl.0PIlEHT ~ 7ANT
P.O. BOX..... 80UJH DAvr~ F\. 32121
lELEPHONE C-I787-4n4
FAX c-I "'7_
SEAL
PAGE
C COPYRIGHT 1999
NOT TO BE REPROOUCEO IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMlSSION OF LAWRENCE E BENNETT, P E
83
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
2'-0" MIN.
e
~. ~1~;.~
~
(1) #5 BAR CONT.
TYPE I
FLAT SLOPE / NO FOOTING
0-2" /12"
i.
TYPE II
MODERATE SLOPE FOOTING
2" /12" - 1'-10"
TYPE III
STEEP SLOPE FOOTING
> 1'-10"
NOTES:
1. NO FQOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM
LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0" THEN A TYPE II
FOOTING IS REQUIRED.
2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB-FOOTING DETAILS
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
@ COPYRIGHT 1999 ,
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E.
SEAL
PAGE
59
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
_li1n~....._ Allowable AUrlbut.ble Roof Are. per Post for Carports.
Pello Cov.rs, end oth.r Op.n BuildIng. . ALUMINUM POSTS
Alum num Po.t
o. .
os . L L L
owe os
... ...
'-4 1
" a 81
-1 1 t
11-1 eo 3
I nL ' . . ,0 Oow ...... no.
11 lJ 1 0
4 12 1
. ,"
0 eo
. . 7 o ow ..... n. umnum
10 1 13
1 -11
". . 0 u m -4
1 11 1
,
. . 0 um um -4
I , 1 "
1'-, 1 ,
14 1 4
os n . . ,.... m m
-, .4 0 1 '0
12 111
I 1. 11
1 -1 1,4 1 a
EXlmpl.:
Find RoolAr... Needed, Are. . 'A', Pool SpllCino .'S', SIrucbJro Projedlon . W.
A. S x (W12 + O.H.); If '5'. T. W so 12'. and Q.H. .2' lhen: 'Arel'. 51 Sq. FI.
For. 10'.11" pool end 120 m,p,h. wind Iood or 23.1 Sq, FI. pool choice. ...:
1) T. 3". 0,050" Hollow EJdnJsIon
2) All pool .ize. "led _ tho T . 3".0,044" Hollow s_
Hot.:
Whore job condillon. dictal. . pool helghl 0' 10',". 120 MPH wind zone, . 3" . 3" RoI Formed COULD NOT
BE ..- becouH whon " is more !hen 10' leI" cen onIy._ 38 SF 01 roof. On tho _ hond. . J" . J" Fluted
Pool with. pool helghl or 10'- r cen .upporl.n.... 01 12hqu........ or..... Thu., dellon musllOlisly both
hoioht end .... roquiromonl..
Lawrence E. Bennett, P.E.
CIVIl ENGINf!ER - OE\IB.CJPMEHT CONSUl. rANT
P.O. BOX 4_. SOUTH DAYTONA. Fl32121
TELEPHONE (1104) 187-417.
FAX (1104) 781_
SEAL
PAGE
70
SECTION 2
C COPYRIGHT '099
NOT TO BE REPROllUCEO IN WHOLE OR IN PART YltTHOlJT THE WRIneN PERMISSION OF LAWRENcE E, ~,P.E.
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
~
INTERNAL OR EXTERNAL RECEIVING CHANNEL
SCALE: 1/4" = 1"
, ,
2" X 2" X 0.063" ANGLES
~
4'
~.
~
INTERNAL OR EXTERNAL ANGLE CLIPS
SCALE: 1/4" = 1"
ALUMINUM TUBE COLUMN
CONCRETE ANCHORS (SEE
SCHEDULE)
~
EXTRUDED ALUMINUM BASE
OR BREAK FORMED U-CLlP
""
CORROSION RESISTIVE STEEL
THRU BOLT PER SCHEDULE
~.
CONCRETE SLAB OR FOOTING
NOTE: ATTACHMENT DETAILS SHOWN REQUIRE
. DIAGONAL BRACING FOR FREE-STANDING
COVERS
TUBE COLUMN BASE SCHEMATIC INTERNAL BASE
SCAlE: 1/4" = 1"
Lawrence E. Bennett, P .E.
CMI. ENGIIJEER. DEVnOl'llEHT CONS~ TIW7
P.O. BOX 4318. SOUTH DAYTONA. Fl3212t
TELEPHONE Ct04) 781-4n4
FAX (1104) 787-1sse
SEAL
PAGE
60
C COPYRIGHT 1999
NOT TO 8E REPRODUCED IN WHOle OR IN PART 'MTHOUT THE WRlnEN PERMISSION OF lAWRENCE E BENNEn, PE
SECTION 2
AITACHED & FREESTANDING COVERS AND UTILITY SHEDS
----------------
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 lOR TABLE
2.2.1, TABLE 2,2.2)
COLUMN NOTCHED TO SUIT
SIDE NOTCH POST TO. BEAM CONNECTION
SCALE: 114" = 1"
----------------
1 314' x 1 314" x 0.063' RECEIVING
CHANNEL THRU BOLTED TO POST
WI THRU BOLTS FOR SIDE BEAM
(SEE TABLE 2,3 FOR NUMBER OF
BOLTS)
CENTER NOTCH POST TO BEAM CONNECTION
SCALE: 1/4" = 1"
ROOF PANEL SEE SECTION 7
SlOE
BEAM
ANCHOR PER 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 ANDIORTABLE
2.2.1, TABLE 2.2.2)
COLUMN NOTCHED TO SUIT
Lawrence E. Bennett, P.E.
CMI. EHGIHl!IiR. ~Of'IlENT CONSUL TANT
P.O. BOX _ lIOUTH DAYTONA. FL 32'2'
1El.EPHONE ~ITI7-4174
FAX~11I7_
SEAl.
PAGE
64
SECTION 2
C COPYRIGHT'_
NOT TO BE REPRollUCEO IN WHOLE OR IN PART WIT1lOUT THE ~ PERMISSION OF LAWRENCE E.IIENNETl. P.E,
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
T IS THICKNESS OF
REQUIRED POST
r
~
i=
!
TOP OF GRADE
~ 3" x 3' POST (SEE TABLE)
(2) 2" x 2' x .," ANGLE OR
(1) U CHANNEL x"'"
318' x 3-112" BOLT
80 LB, 2500 PSI CONCRETE PRE.MIX
3' x 3" BASE
S:!
;.i;
16"
!
ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION
SCALE: 112" = 1'.0'
POST IN CONCRETE
#40 BAR 12" LONG
POURED CONCRETE
(REFER TO TABLE 2.4)
~. 3'x 3' POST TURN BOLTED
TO ANCHOR RISER
2-314' x 2-314' x 2-112'
LONG x 118' TUBING
WELDED CONNECTION
FASTEN (SEE TABLE 2 , 5)
12' x 12" x 114" PlATE
3-112" CONC, SLAB
ISOLATED FOOTING
SCALE: 112' = 1 '_0"
BASE ANCHOR CONNECTOR
FOR POST TO SlAB CONNECTION
SCALE: 112' = 1'.0'
Lawrence E. Bennett, P.E.
eM. _ - DE>a.Of'IlENTCONSULTANT
P.O. BOX 4_lIOUTH DAYTONA. FL 32'2'
TELE_~)1I7-4174
FAX~11I7_
SEAl.
PAGE
58
CI COPYRIGHT'_
NOT TO BE REPROOUCEO IN WHOlE OR IN PARt ,WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. PE
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 0.038" x 0.100" Self Matln Beam
2" x 6" x 0.050" x 0.120" Self Mating Beam
2" x 7" x 0.055" x 0.120" Self Matln Beam
2" x 8" x 0.072" x 0.224" Self Matln Beam
2" x 9" x 0.072" x 0.224" Self Matln Beam
2" x 9" x 0.082" x 0.306" Self Matln Beam
e minimum number of thru- Its is two (2)
Minimum
Post Size
3"x 3"x 0.060" Scalloped
3"x 3"x 0.080" Scallo
3"x 3"x 0.060" Scallo d
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-Bolta L-O+y,,"
114" . 318" .
2
2
2
2
3 2
3 2
4 3
4 3
i ,
Table 2 4
Isolated Footing Uplift
Olmensions" Rating # Maximum Attrlbutabla Roof Area In Square Feet
1'-0" x 1'-0" x 1'-0" 520 30 26 22 20 16
1'-4" x 1'-4" x 1'-4" 1000 59 50 38 31
1'-6" x 1'-6" x 1'-6" 1320 77 66 57 51 41
1'-6" x 1'-8" x 2'-0" 2040 120 102 89 78 64
1'-8" x 1'-8" x 2'-6" 2540 150 127 111 98 80
2'-0" x 2'-0" x 2'-0" 2640 155 132 115 102 83
2'-0" x 2'-0" x 2'-6" 3300 194 165 143 127 103
2'-6" x 2'-6" x 2'-6" 4000 270 230 200 177 144
2'-6" x 2'-6" x 3'-0" 4800 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~ M
107 57
112 60
Lawrence E. Bennett, P.E.
CML ENGINEER. DEVELOPMENT CONSULTANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4n4
FAX (904) 767-6556
SEAL
PAGE
72
@ COPYRIGHT 1999
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.U1r:wo.... Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T ~
Wind Zone - 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH
ADDlled Load - 17#/ Sa. Fl I 20# (sa. Fl I 23# / Sa: Fl I 26# / sa. Fl I 3211I/ Sa. Fl
Load Width 2" x 3" X 0.050" Hollow TUt
5' 9'-9" 9'-0" 8'-5" 7'-11" 7'-1"
6' 8'-11" 8'-3" 7'...(J" 7'-Z' 6'~"
7' 8'-3" 7'-7" 7'=1" 6'-8" 6'-0"
8' 7'-9" 7'-1 6'-8" 6'-3 5-8"
g' 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"
g' 8'-3" 7'-8" 7'-1" 6'-8" 6'-0"
10' 7'-10" 7'-3" 6'-9" 6'-4" 5'-9"
11' 7'~" 6'-11" 6'-5" If:1" S'~"
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'~" 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"
g' 9'-2" 8'-5" 7'-10" 7'-5" 6'-8"
10' 8'-8' 7'-11" 7'-5" 7'..fJ" 6'-4"
11' 8-3" 7'-7" 7'-1" 6'-8" 6'..fJ"
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'~"
8' 10'-10" 10'-0" 9-4" 8'-9" 7'-11"
g' 10'-3" 9'-5 8'-10" 8'-3" 7'~"
10' 9'-9" 8'-11" 8'-4" 7 -10" 7'-1"
11' 9'-3" 8'~" 7'-11" 7'~" 6'-9"
12' 8'-10" 8'-2" 7'-8" 7'-2" 6'~"
Load Width 2" x 4" x 0.038" x 0.100" Self Matlna Beam
5' 14'~" I 13'-4" 12'~" 11 '.9" 10'-7"
6' 13'-3" I 12'-2" 11'-4" 10'-8" 9'-8"
7' 12'-3" I 11'-3" 10'~" 9'-11" 8'-11"
8' 10'-7" 9'-10" 9'-3" 8'-4"
g' 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'/2 + 2' O.H. = 8'; Enter table on left at 8' read allowable
span under required load; Thus for 100 M.P.H. wind Ioadlllve load or 1~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 'engt~ 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
PO. 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, P.E.
PAGE
67
SECTION 7
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" 0, C.
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
SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
ROOF PANEL TO FASCIA DETAIL
SCALE: 1/4" = 1'-0"
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.
Lawrence E. Bennett, P. E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4n4
FAX (904) 767.6556
SEAL
PAGE
170
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P,E.
SECTION 7 SOLID ROOF PANEL PRODUCTS
.rnn...... Allowable Spans for Riser Panels for Various Loads
Aluminum Building Systems, Inc,
Manufacturers Proprietary Products: Aluminum Alloy 3105 H.28
'T-u.... x 12" x 0.019" Riser Panels
upen Bulldlnas Enclosed Buildings
Wind Applied Overhang Condition Wind Applied Overhang Condlllon
Region Load NONE 1'.0" 2'.0" 3'.0" 4.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'-0"
102 M.P.H. 17 T-5' T-9' B'-5" '1-7' 10'-11' 102 M.P.H. 29 5'.B' 6'-1' 6'-11' 6'-3' 9'-10'
110 M.P.H. 20 6'.10" T.2' T-ll' '1-1' 10'.r' 110 M.P.H, 35 5'-2" 5'.7" 6'-7" 7'-11" fJ-ll'
120 M.P.H. 23 6'.5" 6'.9" T-7' 8'-9" 10'.3' 120 M.P.H. 41 4'.10" 5'.2' 6'.3" T.8' '1-4'
125 M,P.H. 28 8'-0" 8'-4" T-3" 8'-8" 10'.0' 125 M.P.H. 45 4'.7" 4'-11" 8'-1' T-7" 9'-3"
140 M.P.H. 32 5'.5" 5'.9' 8'-9" 8'.1' 9'.8' 140 M,P.H. 51 4'.1' 4'-T' 5'-9" T.3' 8'-11"
3" x 12" x 0.019" Riser Panels
ODen Bulldlnas Enclosed BulldlnQs
Wind Applied Overhang Condition Wind Applied Overhang Condition
Region Load NONE 1'.0" 2'.0" 3'.0" 4.0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
102 M.P.H. 17 12'-11' 13'.2' 13'.7" 14'-4" 15'.3" 102 M.P,H. 29 9'.11" 10'.2" 10'-9" 11'-7" 12'.9"
110 M.P.H. 20 11'.11' 12'.2' 12'-8' 13'.5" 14'-5" 110 M.P.H. 35 '1.1" 9'-3" '1.11" 10'-10" 12'-1"
120 M,P.H. 23 11'-2" 11'-4" 11'-10" 12'-8" 13'.9" 120 M,P,H, 41 B'-4" 8'.T' '1-3' 10'-4" 11'-7'
125 M.P.H, 28 10'-8' 10'.8" 11'.3' 12'-1' 13'.2" 125 M.P.H, 45 T-l1" B'-3" 8'.11" 9'.11" 11'-4"
140 M.P,H. 32 '1-8" fJ.B' 10'.3" 11'.3" 12'.5' 140 M.P.H. 51 7'.2" T-5' 8'.2" '1-4" 10'.9"
J" X U" X 0.026" Riser anels
Open Bulldlnas Enclosed Bulldlnas
Wind Applied Overhang Condition Wind Applied Overhang Condition
Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0"
102 M.P.H. 17 18'-8' 18'.r' 18'-11' IT-T' lB'-4" 102 M.P,H. 29 12'.7" '2'.9" 13'.3" 13'-11" 14'.11"
110 M.P.H. 20 15'.2" 15'.4' 15'.9" 18'-4" IT-2' 110 M.P.H. 35 11'-8" '1'-8' 12'-2" 12'.11" 14'-0"
120 M,P,H, 23 14'.2" 14'-4' 14'.9" 15'-5" 18'.3" 120 M.P.H. 41 10'.7" 10'.10' 11'-4" 12'.2" 13'-4"
125 M.P.H. 28 13'-4" 13'-8" '3'.11" 14'.T' 15'.7" 125 M.P.H. 45 . 10'.2" 10'-4' 10'.11" 11'.9" 12'.11"
140 M.P,H. 32 12'-0" 12'.2' 12'-8' 13'.5" 14'.5" 140 M.P,H, 58 9'.1' lJ.4" '1.11' 10'.11' 12'.1"
3" X 12" X 0.032" Riser Panels
Open Bulldlnas Enclosed Bulldlnas
Wind Applied Overhang Condition Wind Applied Overhang Condition
Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0" RegIon Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
102 M.P.H. 17 18'.3" 16'-4" 18'.8' 1'1.3' 1'1.11' 102 M.P.H. 29 13'.11' 14'.1' 14'-8' 15'-2' 18'-1'
11 0 M.P.H. 20 18'.10- 18'.11' IT-4' IT.'O' lB'.B' 110 M.P.H, 35 12'.9" 12'-11' 13'-4" 14'.1" 15'-0-
120 M.P,H. 23 15'-8' 15'-10- 18'.2' 18'-10" 17'-T' 120 M.P.H. 41 11'.9" 11'-11' 12'-5' 13'-2" '4'-3"
125 M.P.H. 29 14'.9" 14'.11" 15'.3' 15'-11" 18'-9' 125 M,P,H. 45 11'-3' 11'.5" 11'.11' 12'.9' 13'-9"
140 M.P,H. 32 13'-4' 13'.5' 13'.11' 14'.T' 15'-8' 140 M.P.H. 51 10'.1" 10'.3' 10'-10' 11'-9" 12'.10'
Note: Total roof panel width = room width plus wall width plus overhang,
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4n4
FAX (904) 787.6556
A~
~ ALUMINUM BUILDING SYSTEMS
1107 North Thomas Road, Leesburg, FL 34748
Telephone (352) 787-7766 FAX (352) 787-4517
Florida 1.800-342-9077 National 1-800-874-0002
SEAL
PAGE
184
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SOLID ROOF PANEL PRODUCTS
SECTION 7
IT
J
12"
f
1
12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
SCALE: 1/4" = 1"
"
IT
J
12"
f
1
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"
~ I it{uB~
SELECT PANEL DEPTH 1
FROM TABLES
/r-
ALUMINUM SKIN
E.P.S. CORE
....::::~::::::::::::::::::::::::::::::::::::::: _ SIDE PANEL
::.:::-:-::::.: ::::.::-:-:.:::-:-:::.:::.:: CONNECTIONS VARY
. . . . . . . . . . . , . . . . . . . . . ~ (DO NOT AFFECT PANEL
SPANS)
48"
COMPOSITE ROOF PANEL [INDUSTRY STANDARDl
SCA.LE: 1/4" = 1"
Lawrence E. Bennett, P. E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TAm'
P.O. BOX 4368. SOUTH DAYTONA. Fl32121
TELEPHONE (904) 767-4n4
FAX (904) 767-6556
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRllTEN PERMISSION OF LAWRENCE E. BENNElT, P. E,
SEAL
PAGE
169
FASTENERS
SECTION 9
CONCRETE
SCREW
ANCHOR
T-BOLT
SPIKE
EXPANSION DRIVE NAIL
BOLT
I,
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.
CML ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368. SOUTH DAYTONA, FL32121
TELEPHONE (1104) 787-4n4
FAX (1104) 787-8556
@ COPYRIGHT 1999 ,
NOT. TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SEAL
PAGE
201