HomeMy WebLinkAbout99-8979
BUILDING PE,RMIT
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CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
8979
(p,!f'
Date
11- (j-jf
I
BUILDING
~L ~
Pmp,rty Dwn" '~~ ~7t- ~
Job Address: tp ,2 0 11 ~
P,,""O..1-.1 ~.z ~ o/~'-~oo~;/
M.E.Ct.+A'mC"AL
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
Zoning:
Description of Work
NO OCCUPANCY BEFORE C.O.
FINAL
12--1-7>
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
Inspector
Permit Fee / 6 75,
~-;~y~./ ~ \~~~~
Company
~~ ~\ ~ 11g-d- ~~<'c' f,
o i1V
15) S/fS' -
City License Registration # ~ 3
State Certified License#
Valuation or
Contract Price
O(!J OJj//YJ1.
BUILDING EL~AL
tJ/~ ;:;n~P, SON, -
/. ~~OU9h In
Meter Can
Const. Pole
Pool
Pre-Meter
I {;/ ~_ '19 tj}nal
PLU~G
-
~-
-
Ftr.
Pre SLB
Lintel
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 ($ 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.
A elL A f....~V"'- .
f.vlc5 2.bfi.f..tr2.tI:X~ DIl.
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF
OTHER
BUILDING: .05- ~~
ELECTRICAL: tJ lit
PLUMBING: )lit,
MECHANICAL: JJIf,
/0 LiO 51 ff-. RADON: () ";0
I .
CREDIT: ~/ft
SEWER: r1~
WATER: J
J
TOT AL: -f
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OWNER'S MAtta RC5 4-/5 R..' Yl3rF~/4:[
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LEGAL IJESClUl'TIUNt LoT(S) bWCR SUDDIVlS10N
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PAltc~L t.b.' J-c2t:, -.2I-cJ/JCJ-O,t)(/tZ'~LJ/70 (ObTAllI raOtl PllCJPER.TY. TAX'NOTICEl
woRk ~RUPb9~IJI~V tun~ttuctlb" _---^ddltlbd ----Alteration ~e~~~t ____;~tall
___S1gn
PROPOS~U US~t ~lliAler_ilT
_VdtMlerclal
--1Iove
---pe.oliBh
----11/' _' of Units ----1:1/11
_lndusL _5wll11. Pool _Olher
--..Rl!staurant & lIealLIt DCI,srl.ent Approval
DESCRIPTION OF WURkt
Co Me 4Ef'€' - ...JHE4 - SC4!E/"v' Peott)/'-/- L/f-A!.ro~ T -~/f7/o
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BU1IJJING BIZB t Jl . I t1 ,/D SqUAte '4!et. P,.'o 9 'Jlelgltt
RESID~NT1ALi';.. AttAt.,. k(2)l',wr l-Ws', (2):, fJ~ts 0' bUILDING PLANS,& (1)' SET' ENERGY FORtIS.
coHHkRcttAL Ii" AftAt:It (.3) ~IttS~O,j,IU11JJ1Ng '1-IANS I (1) "sl't"'ENERor:'FoRHS.' ." 1 ,: !.
.ltJltlUtt1 SUltV.ti.ttaQUtltkb.~l'o1t"Al.L tfk"'tUNSTRUcrrtoNf'" · ' ( . '...
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V41uatlon:uf'total Construction
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Valuatiod of' HecllAtllca1 "lhlital1atlon '~.""
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I ItOOFtNG
SPEOIALTY
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BUiLDER
TIPE OF CUMStltUGI10IU't: --..Block. ..._Frea... _Steel
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FIJUShU ttooR".UlVA"1UIfSI~~-.;~'"". ,r... h'. :"lS'l'ltUJICI'. lit 'r~lJ~toNE" AREA? 0 '
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Other
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Slgllatute
EI.BL'TR1CL\M
. . . .. oottrANr
state Cert. or Resist. ,
uttt Lic@nse Registration ,
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Slgn.&tur4!
ootlPANY
~st.t~ c~rt. or Reglst. ,
. oity ticens~Re81~ttAtion f
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,
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IleCllAH1CAL
SiglUlture
-
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tuHPANt
.St~te C~rt. or Regi8t. .
Vlly Llcense Registration'
..........................................
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ArJ'l.lCATION APPROVED BY
PERlUT OFFICI-:R.
.. COHb.tTtOH8~O"'"~'.aH.t~.,\AVF.tDA VI T
1\. NOricE Of' DSEU nKS*J'nlt1.tO.Ng.(f'l~l\~,~'NiI.~:'l~..~,.' ...,..
'he bnllu.Jgntd _er.tend. tlllt till. "rl1t'''r.tlet.Jee~iltt~..t..trleUonl' IIhh:b .a, be lOre rl!strictive than Cily
reguJ.llad'. tbt Uftdet.l....'.......,l~..lJll',tot;toIpll '.Ilk an, applJcable deed reBtrictionB.
. ~ ''=:'''' ..~. -:. . -.' ..
B.' UNLICENSEb.CONfRActOnBAND COH1MAtton hESPONSIBILITIES
If lh. owner h.. hlttd . toftUldot' ut.~trldol1lo _tU'ltllOt"tM,.."IMl'tequlrtc1 to be IIcenBed In accordance rUb
,htt 1m11<<M:Il tliittU.., If tht taltUlclor It not Uttftltd~.. t-.lttc1 by In, boUa the owner ,~d contractor la' be
cltec1 tor I .1.-IInctt tlollHm un.ttr alll.'lite, U 'u...""bf'ldtWtl1."tonhador Ir. uncl!rbln~aB' lo1that tlcensing
ll!qulteiOllU IIllppl, rot \lit lnl.... IMJ"', the, at. add_let ttmllcl th. Cllr of Zepb,rhillB Bullding Deparllent, (811)
181-'611. ' . ,'. ..,. . ' ,
, . ",' ,'.:'
Furlhlrfor~t If the owner hal hired. contractor nr contractorl, h@ Is advlled lo bl" lhe contractor(s) 81gn portion. of the
'conlt.ttor Betti.,' of .~J. ,ppUtllIm fot Ithlch the, 'till be tilpclllllble. If ,ou, aB the owner 11gn a8 the tonbaclor,
you arC! Imtle'U~ that roo, ralher lha tM tunltatlot, n. '.tlhlt. rltt the worl. If the contraclot ,,18bp.0 ,OIlo 81gn
81 tottlt.tlnr lhlll .., lie en lnc1IC:'UOIllbat .. 11 not prop.d,.lJCtJI.ec1 nt.not uUUed to perlllUng prhllegea In the
CIl, ,,1 leph,tlllll..' ."
i.
c. TltAHSPURTA110H lHPAC.r FEES ANU Ut.1L1TY COHN6CTION' FEES
v. coNSTRUCT10N LIEN ~AW ' (CHAPTER 113. VLORIDA.8TATUTES, AS AMENDED)
I certl" that I, tbt .ppJJeant, ha,. been protJdec1 ,Ilh . tOPr uf 'tlorJ6.'. ConBtructlOh LIen Law - RoIeoIner'8'prOtection
Culll," prl!parec1 b, the rlbtld,,,ttIMbof'Atrlttdtur. lftd",toIIIdItr Aff.lrl. If thl.ppUcant I. .oteone other tban the
.ownl!r-, I cerll', that I .... obtained I topf ut'lht abote '.~t.btd dOtuIent and'prOlJ.~"Jn good faith to deliver it to thl!
.owner' prior tI, toiIIHlnttMnt. ,I ij;; ....
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I cerlf" that .1) the jnior..tion tn t.JI .ppllcatlon i. .ecUr.l@ Ind lhat all vorl viii be done in co.pllance wlLh atl
appHcabltl.... i@gIIJ.UII9 canelntU.,'lanlnt,1nI1 J.,....l.....t.
"ppllc.tlon II lIe..lb, IIdd td'IfIlIl.. petln t..do IOr.'~'ill11t!U.UOll .,. Jncuc~ted. ,I ce[t~(, that no ,.or~ ,O[ ,
InlhH.Uon hI' t_IIIC:tf\,d6r:~~~.t~'Plttlli.~~~.I~i..r..tdU bI,.,.r1o~J~\.....,t .t'-tell',o[ aJ1:1aw&
tl!9lIlatlll9 l'OIIabueUon; tU, _,~'..":l..1.t1.i'WJ. ....l_(r"'..U.tliN..'\)dt..dlctlon~J~t.'a..ct')
celli 11 llllt a unfItetM that' the' t'tgibUOi. '.,f .lltlelO1tfMlIti.f"....,: .,.."af'lo 'lh,'11ntetM1ec1worl, and that It i8
., t'spoMllbllllr l~ .d..llt, ~t'ltt.lnlili...tt.tlle,to,~tl.~~lJ'nc.. Such ..encl.. Include but Ire,not 11.1ted to:
. Dep.rt.t of Indr.-atal _laUoa -. t,.ro Iff...... RtlMt At@.. and InYlrOlilental1r SensUh. Landi,
, ,.;,. '," I' "",. .,..: ...,.t...ttttttlllaent
. Southwest Flodd. If.ltt (blUdct .i ".U.~"'t,;ttMIo.'''''''''.It1.nc1 Irll', Altering WatercourBes '
: :p.rcur t : '. ~'... lutt;.~..Jl=^~=~tt=', lulth'ltall - ViII.. Waltewater lreallent, 'Septic Tanla
. US InrJr.-.atll'"'ID ,~:'., ....tMent, ',',' I
J aho nrt rt, Mler ,"Ii'(en" 'bIt4"I,,"I~'Idft"'A' nr 'A,ttc.', It Is under. toad thit'a'dralnltg8 plan
addrelllng . 'I:tlIIptnlaUJt.toJ..~;.ttUt be .alleUttc1I...lda," prtpared h, I profesllonal engineer It!g18tered In the state of
Florida prior to Jltl.U,lnUMtl. ""'". ,. " ~. ..,'.
. "perin Issued .~.JI lit tUltilttil!c1.ttrllt" ~ .lteeiiie lo ptltCtt,....Uh the wort and nol a. authorlt, to 'folate, . cancel Ilter, or
let Isld. III' protll'.,,,' tlIt~~~"IIOr.."'U;~, Intt of . per.1t prltent the 81IUding O(f~clll frOll titer.., (ter
requiting . tott~U.. if 'ttOti"'. ;:p.....ttlHl~~~itt hilaUon. nf. Ih1toc1e. ,1'trr~IIfI1lIt' 1.1tIICI!.halhllecoll .lnv.Jld
unles. tbe tforl IUU.r".dbt"'ijpt~~J~~~~l~....I~U~ of .I~'uanc., or. If IfOrllutllorJled by UII per.lt 18
lIullpemtec1 or .....ec1 tor. period ori.li~_[fit~tl.flfe~Uiil-'U.. tIOfl~ .d' ec.tinttd. One 90 da, eltendon of UIe, la' be
allotted felr tile .....U.dtll','.. ."tvt:.flo.ll..~,' "M.~!~,.,' 11 ~ requeatec1ld wrlUng to thelulJdlng Official. An
IIrplo,ec1II1'J"!CtlOd IUlt" be __dtltl",: hWVI"-.lIIllIpe,.lht proJeclllHI be conl1derec1 abandoned. .
."1"1-': to OIIII'! roUI '11_ ftJiIltdlDJAi.ltI~ . ,. . *' 118Uf.t I" YOUR PAYIIt' I1IICI FOR IMPROVIHIiITS TO YOUR
PROPlm. It' .n....'IO, .,', ~t . 'WI, '. !m, '~'" ,., '. .' bioi, . 01 AI AnoIlflt 81F01tl RItORDIIIG YOUR IIOTlt;l,Or ,j.
~. . .I0Ilndlllf)tlj.:,I.';:,~ '!".Io,..,~, h'",:~,:~ ,"'" . '1IOI1C1 ~ t:IIIIIdCIMIII~ ___
SIC"" 8IG"" R: COIIrMCTOR
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STAtI OF 'WRIDA ~_, . ~ ., :. MAf" U, MID. V ~
count OF f /10 L--u cwm OF f.!L.s-
The torl!yolnq In.\ituJl8nt....,.., ~~rOtde,dg.~:.;~''rhl foregoing instrt9Dent was ackno"ledg~~
before Ide thin I / I C?:, ",:tg' .bY',. ," .'~ ',v,ltltor8 Ide this /t',/ r , 19 7"' f' by'
{
/J I,oE/2 r ...r>;' s ' ..... .. .' /J / .6.c,.e.:r ..f> ~4"
who Is persona ly known . haR , who is personally know me 0
produced '. rl""~'lJtoduced
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TName
NOTAR
" .. , II ... ~. I
RICHARD DA lEt
Notary Public, State of Florida
My Comm. Exp. Aug 31, 2002
Comm" No. 771791
tP&NI' j, ~~..."..
Notary Public, State of FI~rida "
My Comm. Exp. Aug 31. 20b~
Comm. No. 771791
38626 2nd Ave.
Zephyrhllla. FL 33640
ACE
ALUMINUM & CONCRETE, INC.
(-
SOLD TO
ADDRESS
SHIP TO
DATE
PHONE
t-l~R-
), Or-) 7 ?~oS
2- f- fl )1 Y A!..JI / i:-L-..I
//-'?-91
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PERMIT
PRla
, . TAX
The undersigned agrees to pay TOTAL PRICE ~.s-: LJ l:}
INSTAllERS IN FUll ON COMPLETION DEPOSIT
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CIJltiu':1f1' OWIIEItS
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ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
2'-0" MIN.
.
BEFORE SLOPE ~
r i ~ .
(1) #5 BAR CONT.
TYPE I
FLAT SLOPE / NO FOOTING
0-2" /12"
(1) #5 BAR CONT.
.~
II . .......... . .. .
00 ~'.' ,...
8"
TYPE II
MODERATE SLOPE FOOTING
2" /12" - 1'-10"
TYPE III
STEEP SLOPE FOOTING
> 1'-10"
NOTES:
1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM
LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0" THEN A TYPE"
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 WRllTEN PERMISSION OF LAWRENCE E, BENNElT, P.E
SEAL
PAGE
59
SCREEN, VINYL & GLASS ROOMS
_filn~"""_ Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
2" x 2" x 0.055" Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P.H.
Width ADDlled Load
19 # ISo. FL 23 # ISo. FL 26 # ISo. FL 29 # 'Sa. FL 36 # ISo. Ft.
36" 12'-3" 11'-1" 10'-5" 9 -11" 8'-11
42" 11'-4" 10'-3" 9'-8" 9'-Z'. 8'-3"
48" 10'-7" 9'_7" 9'-1" 8'-7" 7'-8
54" 9'-11" 9'-1" 8'-6" 8'-1" 7'-3"
60" 9'-6" 8'-7" 8'-1" 7'-8" 6'-11"
66" g'-O" 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'.()"
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. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P.H.
Width AODlled Load
19 # lsa. Ft. 23 # ISQ. Ft. 26 # ISQ. Ft. 29 # ISQ. Ft. 36 # lSQ. Ft.
36" 16.10" 15'-3" 14'-4" 13'.7" 12'-3
42" 15'-7' 14'-2" 13'-4" 12'-7" 11'-4
48" 14'-7" 13'-3" 12'.5" 11'-9" 10'-r
54" 13'-9" 12'-6" 11'-9" 11'-1" 9'-11
60" 13'-0" 11'-10" 11'-2" 10'-6" 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"
2" x 4" x 0.050" Hollow Extrusion
Wind Zone
Load 102 M,P.H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P.H.
Width ADDlled Load
19 # ISa. FL 23 # ISa. Fl 26 # ISa. Fl 29 # ISQ. Ft. 36 # ISQ. Fl
36" 20'-9" 18'-11" 1 7'-9" 16'-10" 15'-1"
42" 19'-3" 17'-6" 16'-5" 15'-7" 13'-11"
48" 17'-11" 16'-4" 15'-5" 14'-7" 13'-1"
54" 16'-11" lS'-S" 14'-6" 13'-9" 12'-4"
60" 16'-1" 14'-8" 13'-9" 13'-0" 11'-8"
66" lS'-4" 13'-11" 13'-1" 12'-S" 11'-2"
72" 14'-8" 13'-4" 12'-7" 11'-11" 10'-8"
78" 14'-1" 12'-10" 12'-1" 11'-S" 10'-3"
84" 13'-7" 12'-4" 11'-8" 11'-0" 9'-11"
90" 13'-2" 11'-11" 11'-3" 10'-8" 9'-7"
Notes:
Glass Rooms: The addition of aluminum frame windows with glass panes that are designed
to 110 M,P,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 CONSULTANT
P,O, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4n4
FAX (904) 767-6556
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PIORMISSION OF LAWRENCE E, BENNETT, P,E.
SECTION 3
SEAL
PAGE
93
SECTION 8 I
111.00'
E-l
0,044" J
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 - TO
f 1.98',
O.055"E]]
2" X 2" X 0.055" PATIO SECTION
SCALE: 114" = l'
1" X 2" X 0.044" OPEN BACK SECTION
SCALE: 114" = 1"
f 1.98",
0'032"f + D"
A = 0.32 In.'
WT = 0.37 pH.
Ix = 0,10 In, '
Sx = 0.24 In.'
6063 - TO
f 1.90",
O~f + u
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',
O'030"'f + D
A = 0.36 In.'
WT = 0.41 pH.
Ix = 0.19 In,'
Sx = 0.26 In.'
6003 - TO
,2,00"1 .
oo~.I + n
2" X 2" X 0.036" PATIO SECTION
SCALE: 1/4"" 1"
f 1,90",
0.044"E]J
A = 0,64 In,'
WT = 0.74 pH.
Ix = 0,75 In.'
Sx = 0.70 In.'
0063 - TO
A = 0.75 in'
WT = 0.80 pH.
Ix = 1.53 In.'
Sx = l,071n,-
6063 - T6
2" X 4" X 0.050" PATIO SECTION
SCALE: 1/4" - I"
A" 0.42In,-
WT = 0.49 pH.
Ix " 0.23 In. '
Sx = 0.31 In.'
6063 - T6
f 2.00" 1
a-r
+ 8
0,044" - j
2" X 2" X 0.044" PATIO SECTION
SCALE: 114" = 1"
A" O.Olln,-
WT" 0.69 pH.
Ix = 0.77 In.'
Sx = 0.69 In,'
6063 - T6
2" X 3" X 0.045" PATIO SECTION
SCALE: 114" = l'
Lawrence E. Bennett, P.E.
eM. ENGINEER. DEVELOPMENT CONSUl. rANT
po. 80X 4388. SOUTH DAYTONA, Fl32121
TELEPHONE (904) ,.7....n..
."" ''''', 787'.5!Ill
SEAL
PAGE
196
C COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRITTEN PERMtSStON OF LAWRENCE E. BENNETT. P E
SCREEN. VINYL & GLASS ROOMS' I SECTION 3
MINIMUM 3-112"
SlAB ON GRADE OR
RAISED FOOTING
(SEE DETAILS FOR
FOOTINGS)
SELECT EDGE BEAM TABLE 3.1.1
AND I OR TABLE 3.1.2
'- 'LW -
FOR MAX.
UPRIGHT
LENGTH
1" x 2'
~
I
"
J:
1
ROOF
VARIES NO MAX. (ELEV. SlAB OR ON GRADE)
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
r-- LW~l
I t::: P12
SOLID ROOF
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
L O.H.
P = PROJECTION FROM BLDG.
LW = LOAD WIDTH
VARIES
L P VARIES--l
TYPICAL SCREEN I GLASS ROOM
SCALE: 114" = 1'-0"
EXISTING
STRUCTURE
NOTES: ANCHOR l"x 2" OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE
FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 0" OF UPRIGHT
ANCHOR l"x 2" TO WALL WITH 2-112" '10 SHEET METAL SCREWS WITH
WASHERS 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY
OR WTH ANCHOR CLIPS AND '10 SCREWS AND WASHERS.
SELECT FRONT WALL BEAM FROM tABLE USING LARGER LOAD WIDTH
VALUE OF P12 OR P12 ... O.H.
Lawrence E. Bennett, P .E.
eMl ENOINUR. OE\II;Lllf'IlENT COHSU. TANT
P.O. BOX 4388. SOUTH MYTONA, FlU12'
TELEPHONE (104) 1I7....n4
FAX (104) 717-1558
SEAL
PAGE
C COPYRIGHT'll9ll
NOT TO 8E REPAOOUCEO IN WHOlE OR IN PART WnHO\lT THE WRITTEN PERMISSION or: LAWRt:NCE E. RENNEn. P,E
I
77
::il::l,.; IIUN j
EDGE BEAM
1. x 2. OPEN BACK ATTACHED
TO FRONT POST WI .10 X 2.
S.M.S. MAX. 6. FROM EACH
PURLlN AND 24. O.C.
FRONT WALL PURLlN
i.
::iI.JKt:t:I'l, VIN Y L ~ uLA::i::i KUUIVI~
o
.'
, 4
TYPICAL CORNER DETAIL
SCALE: 1/4. = 1.
Lawrence E. Bennett, P.E.
CI\II. ~ - DE\lELOf'IEHTCONSlII. TNIT
P,O. BOX _. SOUTH DAYTONA. FL 3212'
TElEPHONE (IIM),.,...n4
FAX (IIM),.,-8558
SEAL
PAGE
SIDE WALL HEADER
ATTACHED TO 1. x 2. OPEN
BACK WI MIN. (2)#10 x 1-112.
S,M.S.
SIDE WALL PURLlNS
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 114. x 2-1/4.
MASONRY QUICK SET @l6.
FROM EACH POST AND 24.
O. C. MAX. AND WALLS MIN. 1.
FROM EDGE OF CONCRETE
82
C COPYRIGHT.909 .
NOT TO BE REPROllUCED IN WHOlE DR II PART WITliOUT 1lE _TTEN PERMISlltON OF lAWRENCE E, BENNETT. P,E,
SCREEN, VINYL & GLASS ROOMS
COMPOSITE ROOF PANELS:
(4) 114. x 4. LAG BOLTS WI
1-1/4. FENDER WASHERS PER
4'-()" 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) HIL Tlll2. x 3-112. KBII-
BOLTS APPROVED FOR 665#
UPLIFT WI STD. PLATED CUT
STEEL WASHER
(1) 318. BOLT FOR 3. POST (2)
318. BOLTS FOR 3. x 4. POST
~
TYPICAL UPRIGHT DETAIL
SCALE: 114. = l'
SECTION 3
RISER PANELS: (3) #8 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 2.114. MASONRY
ANCHOR @l6. FROM EACH
POST AND 24. O.C. (MAX.)
Lawrence E. Bennett, P.E.
CMl ENGINEER - DE\lELllf'IENT CONSULTANT
P.O. BOX 4381. 8OlJ1lI DAYTONA. Fl3212t
TELEPHONE (104) .,1,,-4n4
FAX~)"'-8558
SEAL
PAGE
@ COPYRIGHT 1999
NOT"fO BE REPRODUcED IN WHOlE OR IN PART WITHOUT THE WfllnEN PERMISSION OF LAWRENCE E BENNETI. P E
83
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
PAN OR COMPOSITE PANEL
(SEE TABLES SECTION 7)
TOP PLATE P.T. OR WI VAPOR
BARRIER 0 AlUMINUM ROOF
2x 4 TOP PLATE 0 ROOF
2 x 2 ALUMINUM OR 2 x 4 LUMBER #12
S.P.F. (MIN.)
SHEATHING: 7/1e" O.S.B. OR 112'
PLYWOOD WI STUDS 24" O.C. OR
STRUCTURAL GRADE THERMAL PLY
WI STUDS 0 16" O.C.
2 x 4 PRESSURE TREATED PLATE WI
318" x 4-1fT CONCRETE ANCHORS 0
4'-0" O. C. (SEE SlAB DETAILS)
ATTACH SHED OR ROOM WAlL TO
HOST STRUCTURE WI 1/4" x 3-114"
TAPCONS 0 1e" O.C. FOR MASONRY
OR #116<1 COMMON 0 16" O.C. OR #110 x
3-112" FOR WOOD OR #110 x 2-1fT
S,M.S. FOR 1 x 2 AlUMINUM OR #110 x
3-112" S.M.S. FOR 2 X 2 AlUMINUM
SHED IS FRAMED FOUR WALL
STRUCTURE OR ATTACHED TO HOST
MAXIMUM FLOOR AREA 200 sa. FT.
FLOOR AREA GREATER THAN 200 SQ.
FT. USE SECTION 4
POST AND BEAM DETAILS AND
TABLES SECTION 2
FOOTING AND CONNECTION DETAILS
SECTION 2
UTILITY SHED AND CARPORT WALL SECTION
SCALE: 1/4"" 1'-0"
1. SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO
1e FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA.
2. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD
CODE 1997 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW.
CONNECTION FASTENER NUMBER I SPACING
WAlL SHEATHING 112" OR LESS #16 COMMON e" O.C. EDGES AND 12" O.C. FIELD
TOP OR SOLE PLATE TO STUD
A. END NAIL 2
B. TOE NAIL 2
w
~
o
:J:
W
.....
iD
~
CI
Z
~
~
SECTION 2
SEE CONNECTION DETAilS
(SECTION 7)
~
w
~
o
:J:
W
.....
iD
~
C)
z
~
~
12" X PAN (SEE TABLES SECTION 7) USE W
TO SELECT PAN FOR REQUIRED SPAN
W1' VARIES
FOR FRONT BEAM USE L " W 12+0VERHANG
Lawrence E. Bennett, P.E.
CMl ~.OI!VB.OPM!HT~TANT
P,o, BOX 4:l1,,1IOUTlf D.4\YTONA, Fl3212l
TELEPHoNElI041117-4n4
FAXlI04ITlll'-
SEAL
CI COPYRIGHT 1_
NOT TO BE REPROOUcED IN WHOlE OR .. PART WITHDIIT THE WN1TEN PEAMSSIDN OF lAWRENa E, BENNETT P,E, 55
SECTION 4 STRUCTURES WITH WOOD & ALUMINUM FRAMING CO PONENTS
#8 x 1" WOOD SCREWS WITH
51e" WASHERS (3) PER PANEL
2" X 4" TOP PLATE PRESSURE
TREATED PINE
SHEATHING:
1/2" PLYWOOD OR
STRUCTURAL
GRADE THERMAl PLY WI
SIDING
1/4" x 3" BOLTS OR T-BOLTS
INTO CONCRETE SlAB @ 24"
O. C. WI 118" ~ 1-1fT WASHERS
e" x e" - 10 x 10 WELDED WIRE
MESH
#5flJ BAR CONTINUOUS
PAGE
~
ALUMINUM COVER (SEE
CONNECTION TO HOST
STRUCTURE)
PLATES TOP AND BOTTOM
HURRICANE ANCHORS WITH
NUMBER OF NAILS PER
MANUFACTURES SPECS
2' x 4" STUDS
PRESSURE TREATED 2 x 4
PLATE
FOOTING AS REQUIRED
UTILITY SHED TYPICAL WALL SECTION
SCALE: '1" " 1'-0"
~
(2) INTERNAl L's OR
RECEIVING CHANNEL
(2) 1/4"1ZJ BOLTS EACH ANGLE
(4) #110 x 1-112" S. M. S. EACH
ANGLE
1-1fT x 3-112" SPACER BLOCKS
ALUMINUM BEAM FRAMING TO CORNER OF WOOD UTILITY SHED - PLAN VIEW
SCAlE: 1/4"" 1"
Lawrence E. Bennett, P.E.
CMl ENOIHEER. 0I!VB.0I'It/EHT ~ TANT
P,O, BOX 43llll.1IOUTlf D.4\YTONA, FL 32121
11!LEPHoNElI041111-4n4
FAXlI04ITll7.-
SEAL
PAOE
. 100
C COPYRIOHT 1_
NOT TO BE REPROOUCED IN WHOlE OR If PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCe E. &eNNEn. P.E
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
_IiIDr.-..... Allowable Attributable Roof Area per POI' for Carports,
Pallo Covers, and other Open Building. " ALUMINUM POSTS
Aluminum Po.t
o
11.1
. 0"
.10
1.1
EXlmpll:
Find Roof Area Needed; Are, ... 'A'; Potl SplICing .'S'; Structure Protection := W:
A. S:II' (W12 + a.H.); if'S' c T, W. 12'. and O.H. . 2' then: 'Ar..'.. 56 Sq. FI.
For. 10'-1'. posl end 120 m.p.h. wind load or 23' I Sq. FI. potl choices Ire:
1) 2".3".0,050" Hollow Extrusion
2) All posl sizes Holed below the 2" . 3" . 0,044" Hollow Section
Hot.:
- job conditions diclllle a posl heighl 0' 10'10. 120 MPH wind zone. . 3".3" Roll FOffl1fJd COULD NOT
BE uled because wh.n ills more thon 10' I.. iI can only Suppori 39 SF 01 roof, On lhe other hand. . 3' . 3' Fluted
Posl with . poll height of 10'. r can support In ..... of 128 aquar. reet of lrel. Thus. desJun must satisfy both
height and ... requirements.
sr-ur
11.1
hi
9
1.1'
1.
1.1
1
.a
Wind old-
I LOld .
IX mum
o. n
2.
1. a
1204
903
oa n
,7
2.
I,
11
n
3.4
2.
,9a
1.491
01 In
2. 1
I.
3
1
o. n
,a
o
0
4
10
13 10
0
.4
74
- 4
1
1
I
I
7'....
'- l'
01 In I
3,40a
2.5
,9
1.491
3
. Ho ow xtrua on or
13 19
12 1
It
60
ot_
1
12
9
um "um
a
.true on .
3" x ..040
140
10
o orm
1
9
um num
1
2,1
1 4
3" . . 0 ...- um "um I
1 1
1 1 11
1 4 10 I
3 9
3 .3"x w n- um
um
11
9
10
o
a
4
11
aa
o
12a
9
4
111
Lawrence E. Bennett, P.E.
CIVIl ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX .388. SOUTH DAYTONA. Fl3212t
TELEPHONE (1I0417.'-4n.
FAX (904) ,.,.....
SEAL
PAGE
70
SECTION 2
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRlnEN PERMlSStON OF LAWRENCE E. BEMrETT. P.E.
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
..'
<I
<I
INTERNAL OR EXTERNAL RECEIVING CHANNEL
SCALE: 1/4" = 1"
ALUMINUM TUBE COLUMN
CONCRETE ANCHORS (SEE
SCHEDULE)
2" x 2" x 0.063" ANGLES
..'
INTERNAL OR EXTERNAL ANGLE CLIPS
SCALE: 1/4" = 1"
""
CONCRETE SLAB OR FOOTING
~
EXTRUDED ALUMINUM BASE
OR BREAK FORMED U-ClIP
CORROSION RESISTIVE STEEL
THRU BOLT PER SCHEDULE
'<I ..
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.
CMl ENGINeER - DEVELOPMENT CONSULTANT
P,O, BOX.-. SOt11H DAYTON.... Fl 32121
,",lEPHONE (1104) 7.7-4n4
FAX (804) 787-eS!5e
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PAGE
60
to COPYRIGHT 1999
NOT TO BE REPRODUCEO IN WHOlE OR IN PART 'lM1HOUT THE WRlnEN PERMISSK>N OF LAWRENCE E. BENNEn. P E
SECTION 2
----------------
ATTACHED & 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: 1/4." ,.
----------------
(/)
w
~
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 AND lOR TABLE
2.2.1, TABLE 2.2,2)
COLUMN NOTCHED TO SUIT
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: 114." ,.
SEAL
PAGE
Lawrence E. Bennett, P.E.
CIVIl. mGINI!m - Da'ROf'IIEHT COHSUl TANT
P,O, BOX 4381. SOUTH OAYTONA, Ft 32...
TELEPHONE (804)1ll1-4n4
FAX(80411ll1~
64
SECTION 2
C COPYRIGHT 1999
NOT TO BE REPROOUCED IN WHOlE OR IN PART wmlOUT TllE WRITTEN PERMS8KlN OF LAWRENCE E, BENNETT. P,E,
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
.t. IS THICKNESS OF
REQUIRED POST
r
~
t=
!
~ TOP OF GRADE
3. X 3. POST (SEE TABLE)
(2) 2. X 2. x ,. ANGLE OR
(1) U CHANNEL x .t.
318. x 3-112" BOLT
80 LB. 2500 PSI CONCRETE PRE-MIX
3. x 3. BASE
~
;.;;
16.
!
ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION
SCALE: 112. = 1'-0.
POST IN CONCRETE
#4" 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 1/4. PLATE
3-112. CONe. SLAB
ISOLATED FOOTING
SCAlE: 112." 1'-0.
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
SCALE: 112. = 1'-0.
SEAL
PAGE
Lawrence E. Bennett, P.E.
CIVIl. ENGINEER - Da'R0f'MEHT CONSUl TANT
P,O, IIOX _ SOUTH OAYTONA, Ft 3212.
TElEPHONE (104)1ll1-4n4
FAX (804) 1ll1.e5!1l1
58
C COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOlE OR: tN PART ~ntOUT 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 Mating 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
The minimum number of thru-bolts is two (2)
Minimum
Post Size
3"x 3"x 0.060" Scallo d
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
1/4" .
2
2
2
2
3
3
4
4
L"D+y,,"
3/8" .
2
2
3
3
Table 2 4
Isolated Footing Uplift
Dimensions" Rat!n # Maximum Attributable Roof Area In Square Feet
1'-0" x 1'-0" x 1'-0" 520 30 26 22 20 16
1'''''' x 1'''''' xi'''''' 1000 59 50 38 31
1'-6" x 1'-6" x 1'-6" 1320 77 66 57 51 41
1'-8" x 1'-8" x 2'-0" 2040 120 102 89 78 64
1'-8" x 1'-8" x 2'-8" 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.
rade with 80 # ba e-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 ENG'lNEER - 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.151,..... 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
Applied Load .. 17#/50. Fl I 20111 Sa. Fl I 23# 1 SQ. Fl I 26# 1 SQ. Fl I 32# 1 SQ. Fl
Load Width 2" x 3" x 0.050" Hollow Tilt
5' 9'-9" g'-O" 8'.5" 7'-11" 7'-1"
6' 8'-11" 8'-3" 7'-8" 7'-2" 6'-6"
7' 8'_3" 7'-7" 7'-1" 6'_8" 6'-0"
S' 7'-9" 7'_1" 6'-S" 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"
S' 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 Hol/ow 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"
S' 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 Matlna 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"
g' 10'-10" 9'-11" 9'-3" 8'-9" 7'-10"
10' 10'-3" g'-S" 8'-10" 8'_3" 7'-6"
11' g'-g" g'-O" 8'.5" 7'-11" 7',1"
12' g'-4" 8'-711 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' 1 2 + 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 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 horizorotallengt~ 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, 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" O. C.
FOR MASONRY USE 1/4" x
1-1/4" TAP-CON ANCHOR OR
EQUAL @ 24" O. C. FOR WOOD
USE #1Q 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 n 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
@ COPYRIGHT 1999
170 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
1-1/4" x 12" x 0.019" Riser Panels
Open Bulldlnas Enclosed Buildings
Wind Applied Overheng Condition Wind Applied Overheng Condition
Region Loed NONE 1'.0" 2'.0" 3'.0" 4.0" Region Loed NONE 1'.0" 2'.0" 3'.0" 4'.0"
102 M.P.H. 17 7'.5' T-9' S'-S' g'-7" 10'.11' 102 M.P.H. 29 S'.S' S'-I' S'.11' S'.3' 9'.10'
110 M.P.H. 20 S'-10' 7'.2' 7'-11' 9'-1' 10'.7" 110M,P,H. 35 5'-2' 5'.7" S'.7" 7'.11' 9'-8'
120 M.P.H. 23 S'-5' 8'-9' T.7' 8'.g' 10'-3' 120 M.P.H. 41 4'-10" 5'.2' 8'.3' 7'-8' 9....
125 M.P.H. 2S 8'.0' S.... T-3' 8'-8' 10'.0' 125 M.P.H. 45 4'.7" 4'-11' S'.I' 7'-7" 9',3'
140 M.P.H. 32 5'.5' S'.g' S'.g' S'.I' 9'.S' 140 M.P.H. 56 4'.1' 4'-7' S'-g' 7'.3' S'-II'
3" X 12" X 0.019" Riser Panels
Open Buildings Enclosed Buildings
Wind Applied Overheng Condition Wind Applied Overh.ng Condition
Region Loed NONE 1'.0" 2'.0" 3'.0" 4-(1" Region Loed 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 g'-II' 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 9'-1' 9'.3' 9'.11' 10'-10' 12'.1'
120 M.P.H. 23 11'-2' 11'.4' 11'-10" 12'.S' 13'.9' 120 M.P.H, 41 S.... S'.7" 9'.3' 10'.4' 11'-7'
125 M.P.H. 26 10'-8' 10'-S' 11'.3' 12'-1' 13'.2' 125 M.P.H. 45 7'.11' S'-3' S'-11' 9'-11' 11....
140 M.P.H. 32 9'-8' g'-s' 10'.3' 11'.3' 12'-5' 140 M.P.H. 56 7'-2' 7'-5' S'.2' 9'''' 10'.9'
3" X 12" X 0.026" Riser panels
open Bulldlnas Enclosed BUildings
WInd Applied Overheng Condl1lon Wind Applied Overhong Condition
Region Loed NONE 1'.0" 2'.0" 3'.0" 4'.0" Region Loed NONE 1'.0" 2'-0" 3'.0" 4'.0"
102 M.P.H. 17 18'-8' IS'-7" lS'.II' IT-7' IS'-4' 102 M.P.H. 29 12'-7" 12'-9" 13'.3' 13'.11' 14'-11'
110 M.P.H. 20 15'.2' 15'-4' IS'-9' 18'-4' IT-2' 110 M.P.H. 35 11'-8' 11'.S' 12'.2' 12'.11' 14'.0'
120 M.P.H. 23 14'-2' 14'-4' 14'-9' 15'.5' lS'.3' 120 M.P.H. 41 10'.7" 10'.10' 11'-4' 12'.2' 13....
125 M.P.H. 2S 13'-4' 13'-8' 13'.11' 14'.7' 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'-S' 13'.5' 14'-5' 140 M.P.H. 5S g'-I' -. 9'.11' 10'.11' 12'.1'
3" X 12" X 0.032" Riser Panels
Open Bulldlnas Enclosed Buildings
Wind Applied Overheng Condition Wind Applied Overheng Condl1lon
Region Loed NONE 1'.0" 2'-0" 3'.0" 4'.0" Region Loed NONE 1'.0" 2'.0" 3'.0" 4'.0"
102 M.P.H. 17 IS'.3' IS'-4' IS'-S' 19'.3' 19'-11' 102 M.P.H. 29 13'-11' 14'-1' 14'-8' 15'.2' lS'.I'
110 M.P.H. 20 18'.10" 18'-11' IT-4' 17'.10' IS'-8' 110 M.P.H. 35 12'.9' 12'.11' 13'.4' 14'.1' 15'.0'
120 M.P.H. 23 IS'-S' 15'.10' 18'-2' 18'.10' 17'-7" 120 M.P.H. 41 11'-9' 11'.11' 12'-5' 13'-2' 14'.3'
125 M.P.H. 26 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'.7" 15'-8' 140 M.P.H. 56 10'-1' 10'-3' 10'.10' 11'-9' 12'-10'
SECTION 7
.liIn~...
Note:
SEAL
PAGE
184
SOLID ROOF PANEL PRODUCTS
Allowable Spans for Riser Panels for Various Loads
Aluminum Building Systems, Inc.
Manufacturers Proprietary Products: Aluminum Alloy 3105 H.28
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. FL32121
TELEPHONE (904) 767-4774
FAX (904) 767-8556
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
@ 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
fJ
l
J
12"
f
J.
12" WIDE x VARIOUS HEIGHT RISER (INDUSTRY STANDARD1 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 I ~ .......H...\..........}..&~
SELECT PANEL DEPTH 1
FROM TABLES
/r-
ALUMINUM SKIN
E.P.S. CORE
......:::::~::::::::::::::::::::::::::::::::::::: I- SIDE PANEL
::-:-::::':::':-:-::::',::" ".::,. CONNECTIONS VARY
.............. .........
(DO NOT AFFECT PANEL
SPANS)
L
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, FL32121
TELEPHONE (904) 767-4n4
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
169
FASTENERS
SECTION 9
CONCRETE
SCREW
ANCHOR
T-BOl T
SPIKE
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.
CMl ENGINEER - DEVElOPMENT CONSUL TANT
P.O. BOX 4368, SOUlH DAYTONA, FL32121
TELEPHONE (904) 787-4n4
FAX (904) 787-8558
SEAL
@ COPYRIGHT 1999 ,
NOT. TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
PAGE
201