HomeMy WebLinkAbout99-8897
BUILDING PE.RMIT.
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
8897
~ /;2/11
b~..$-
BUILDING
Date
ELE~AL ,
PLl~G
MEC~CAL
Sewer Conn
Property Owner: Oo.,\..'" J lPOOt-0()
Job Address: 5770""\ Nt2-~\ ~oJ~.
Parcel 1.0. # 1-1(,- 2 (- 0110., l)OovO, ,,).. 30
Water Conn:
Water Meter:
T,I.F.'s:
r ()c......,
r- 71..
Radon Gas: ~. -
Co.rfJo.,,j I ~
Zoning:
Description of Work
Energy Code:
5kd I 5 c..re~
,
t
(. U-" C (' e./R.
NO OCCUPANCY BEFORE C.O.
FINAL /I-..Y - P
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector'
Valuation or ') d :J
Contract Price , fl 2
00
Permit Fee
-- Signature
Company
Address
~. 7.l ,
<~~~<
t, -
City License Registration #
State Certified License#
'is
--'
Telephone#
7!<::2, -;;) 1::, / b
Ac...
I.A......... .
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
ELE
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Ins!.
Compressor
Filnal
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Driveway
~~
tC>_I~ q q 2..41
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
PcP- 11l. \,I~",.
3770'7 IJ~L ~Vti.,
SQ. FEET PRICE
MAIN OR LIVING AREA
"
OTHER AREA UNDER ROOF 572- 15. ':>....
,
OTHER
YALU,
'>--..
~
1C S- <60, '=>
BUILDING: b~ c to
ELECTRICAL: iVjh
PLUMBING:
MECHANICAL: J
.- liP;-~ RADON: 5: 7'-
572- '. t .
{
CREDIT: tJlIt
/
SEWER: J !Jq-
I
WATER:
TOTAL:
I T.1.F'SI 0/ff I
$70, 7<-
(.5-r/tt-
.
,
, AJt...t~rlUN :rUl( "'IWlt~/:~\J
tltY UP tIM.yItlU.tLS' . L?: Iq~
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PAllett 1:b.' 3..;..26 -.2/- C/.Jo ~tJooCJCJ- eJ.),Jc , (OBIAllt FRDM PROPERTY. TAX.'NOIICEl
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WORk ~RbPU9~bt ~~ ton~ttuetlu" _~ddttlun ----Alteration ~epait ____Install
,i
____S 1111
--"ove
---.be.oliBb
J
PROPOSE" USt:t ~ti81er..ilY
---1t/r _' of Units ---1'1/11
_tdtllllercbl '
_ludu8b _swIll. Pool _Olher
--..Restaurant Ii lIeAILla DCl'arl.ent Approval
DESCRIrtloN OF NORkt C (}/ti[/2[rtC' - S #E.o - .IOCLLA,) R.otJl'l?~ C #.r-l /,~..?'..e_/
~~lWING
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RES11Jf:Nt1.A.Li'; AHA..... (2),'LbrttLANS" UffJltB u' BUIW1NG rUNBA (1) SET'ENERGY FORMS.
CO"'RdtAL I':, AttAtIt'(:J)$trS:'Ul' kIUtIJJINCfa-aNS I (1) 'SRt":ENERor:'FUlUtS.' " " .' I : "
I .lu,lUttl SUltVlt)tlQUtldtb:'l'Ult""LL Na,,, ttlHIITaUCTlON f1.: .. ,
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,., $... '. c;? L/?:..l . D D, '41..-':10"= tit 'tot~l ,toD~~~uct~on
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-PLtItUItNG
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SPECIALTY'
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BUILbIR
Tyrl OP tU"StltUc:tlUI"'t:~loc:k ..,_Ft..,. _Steel
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trlllsnu FlOOII'1'UlYArlalfSl~."'';'~''''''''''\.'1~'''' .',,1S '..aUJECl', IN'r~b~~ONI:AREA7(1 ,_
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...................".....................
Other
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SI8fuatut@
EI.BL'TRlC.1AfI
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State Cert. or Regist. ,
tity Llc@nse Registration ,
....~....tt.tt..t.,.......ttt.............
51anature
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".Stllte'Vett. or'^Rf!gbt..'.,
" <<1lty Lleense' Registration ,
................t.........................
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SlglUltur~
OOH1'ANY
, ,StIlU! C@rt. or Reg18t. .
. alty tlcense Regidttafton ,
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.
nt:CllANlcA.L
'.
SignatUre
-
\ '.;.. 1 ~. t ~, ,., ,. i"" '
toHrANr
.st~te C~rt. or ReRlst. .
tily Llcenae Registration'
..........................................
. ,i .'
UIIIER
"
" .. ~
Signature
f ~ I 1 d,,'r, ". :.' ~
ArI'UC^TION APPROVEb BY
I'ERfUT OFFlCI-:R.
. COND.tTl0NS~O,."~P.IIH.t't.,,AFFlDA VIT
}\. NOTicE Of' D~BtJ RBSTnIC1.tOtfg.!~ftl'~,~'f~I.~;'l~!~< i.....
the under.Jped _er.tlnd. tfllttht. pldjt".r''''!_Jec.ifti~'r..tr1dJOn81 wbleb lar be lOre rt!strictiV!! than Cily
reguJ_tlad', th. Uftder.l....'..IdIII~1bljltt,tot;taipll '.I~ ant applIcable deed restrictions.
. ,i"''':,'n ., ~.,: - . -,: .. .
D.' UNLICBNSEU.COMfRACTOnBAND CON1nltTon hESPONSIBILITIES
J( thl mmer h.. hit.. I ttlftttldol' Ut,,_tt.dort to UIldttUll1llOtl, u..r .arbe'l1qUlrtc1 to bIIlcensec1In accordance wilh
Itatt .m11CJtII ltgttllUdht, , If lht tGIlulelor I. not UttHtd;;1I tflQ1llttc1 bt 1.., bolb the owner ....4 contractor III' bl
tltec1 tor. .I....t ,lollUm un.1tr Illt.'lItt, U lh....fttt.ldlMc1.a.tonhador are uncl!rtaln~ai to "batllctllllng
requlre.inll lit appl, r~t \he lnltnaea IUtl, ther It' a4.1ttd'lG tbnllcl lbe tilt of Zepbrrbllll Building Deparllent, (81l)
181-5611. ' , ", .,:. . ' "
, . ,..1 ,'.;'
Furtherfor~~ 11 the mmtt has hired I cnnlraclor or contract6r8, h@ 18 ad,tsed Lo ha,. lhe conlraclor(R) 11gn portions of the
Iconh.dot 8C!tUOIIt' of .Utl' .pplluUm for Itblch lbetltlU be ttlpextllble. 11 you, ae the mmer 81gn a8 the cont.ractor,
,ou 8r~ Id~lcltjn~ that fbi, 't_thlr lh.. lhe tanlr.clui, itl f.lfijftAlblt'fof'lhl VOtl. If tbe contractot Vllhp.B you.to 81gn
as ronltactor thal .., be an In8le.tlDd tbat h. I' not ptoparl,'lJtented ana i.not entItled Lo per.llllng prl.llege. in the
eny fJf leph,thUl',' '
c. TItAHSPURTA'tlOH IMPAC.r FEES ANlJ UT.tLITt COHN6CTI0H' FEES
v. COHSTRUCTI0N LIEN ~AW \ (CHnPTKR 113. FLORIDA.STATUTES, AS AMENDED)
I certify that I, the applicant, .... been ptOfJata ,It. I eopr at 'tlorldat. Con8tractlon Lien La, - HoIeownert.'Protlction
cuh1,," pt~lrec1 h, the 'lbtld.lJeplttMbof:Agrltultatl .....,QJaIdItr AUaln. If tIte.ppllcant 1. 10Ie0II8 other than the
"otml!rl, I tl!rUI, that 1 .... obt.tled . tfJpt ur u. .botll "'ttlbtc1 dotuIent Ina prattai"Jn good faith to dell,er it to the
"Olfflef' prior lit toIItnttllnt, ./ i ,:i .. t.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certff, thAt .11 the Inforlltlon tn ~l. .pptlclllon .. .ecUrlle and lhat all warl viiI be done In cOIpllance wllh all
appUtahl1 I.... U!91IJaUIIf .....lnc:UGi"...Jllft.nd1.'....I...t.
-
"I'plh:'Uon I. berelt, .. ld.llttll.. Plr.I'l.~dG IOr.l~,;jlll~JI.tJoa ~. Jncuc~tedo " 1 c~rt~fr that. DO worl,or ,
Inlllall.Uon .1' t_....\'d6r:,J~ot~...ttll~~.1~i'PrtiU1 ~pUlodecl~l~ ...t .tInI1arc1a,Iof al1:1a..
relJlllatlltg t'OII'bucUtJnj tUt ....t~~..{~I~t.~~~....i ....1,...~;. r.s;..Uc,aitlftl~)U~IIc11ctlOlt;A':j f1allCl\)
rl!rllf1lhll t ,"r.t. ih_t'the llglltU06tQ&l ot"r.tiih_t'I"'_lH',,"'ppl,~'totlhi"lntenc1l!C1lO[l, and that It is
If rellpoflllbllltr tt) 1c1.lIt, llhat'aCU-JiMtt,ble,\O ,~,I';._1J.nct. Buch "encllllncluc1e but are,not II.Ued to:
. DePllrt.nt of Intlr.-ul ..1IU.. litiiih 'ftWt.t.; IItt.... At... ancIlndronlent.aUr Sensltlfl Lanc1.,
, ':" , " , . !,;I~ . ' ' ":W.t.tr,,,.tllil.r'tlltJtnl
. Soutlntlll Flodda Valet t' 1J1Ui1~~ <ii' ..U./t,;titlIo.,ldIact.,' Wetland Areal, Alterlng Walercourl8s
. IIr Cor 0 ""tllad.abl. ,.tllt.
. Depllr18t I) 'I lUl ,.;htt c.1ti~,"'1t.. ...llb' IInU - Velll, Vaslnatlr 'reallent, 'Septlc lanll
. US ladr..t.t f'IO . ,.~:'. ' "t....~IIta~..t, ,;'" \ '
J allo cert If, IIler.1 I. (o''''~'ld 'I~ ldft. 'A' or 'A,tle.l, It 1. underltood lhil'aJdral~gl plan
addressIng I 'toIpinI8UJt.tOJ..~;.ttl1l .. .abIIIUec1, ~hl~\JI pr.partd br a profe88lonal .nginler nglltered 1n th!! State of
florlela prior tet pet.n.lnuMtt; ',"" , " .' , .. . .'.'
. "pl!r.1t Issued ehllll bf aNait~'lif..:.",litlriiltO ~ttM:t"'.Uh the tIOr. and nolas authority to'lollllt,'cancel alter, or
Bet .alel. an, protlal...."l tlIt~tIdIt.~..,~IIO~ ...U:........:. of a petln prlfent. the Building Official CrOl tberea(tu
requldng . tott~UOllb' "ttOtt"I. :pRMr...ttEl~~Jaft1itIIUont of' atlrtoc1l. ,1,.t1~lJfl1llt"lIl_;.hal1"" ,lMaJld
unl!s' the ttotlIUUldd...bt......;:..~ltJ.~~~1t~.,.." ~~ of .1~'UIl1Ct, or. If worl lutllorlltd bJ the ptrlll 18
lIullpl!ndt!C1 or lbinc1onec1fot...doc1 o,i...~..(M~tl.rl...UIA.u..lfOd't.'~M. OIIll90 ela, edenllon of tile, IIIr be
II110000d rllr tilt PtttlttttU. 'II ...tgt:CJf~.IS..~.' "MtMt!L~11 \II reqae,lec1 III wrlUng to lbe BuUellng Official. An
Bppro,ec1II1.peeUbd Mt'lJt t_dtttlng;ialfVl"."'I."F~f'lht project .111 be toft,lelend abamloned. .
""RIIIM: to OlD.! nil 'AU.. to("'~AilOtltl. ,. ,IIAY Rlsur,t III YOUR PAYllI' "'ICI FOR IMPROVIMiItS fO YOUR
PROPlm. ~r',,*'I~'IO~~tl... *". .'" .' &aMI OR ~ An..' JlFORI R~lIfG YOUR .orlc;B,OF ,~.
tlllllDlllT. JoIII "'2t.:.tI;'~;,~'. ,....."f. h, ,,~P,'f. POSt A MICl OF tullllCIIII", .
~ . . .~,.. diZ~ ~
/>t, "', 't' BIG'Aflll!: c~~ '---
1 . t .' ~.
I:
S""I OF FLORIDA 0 .' ' ~ ., ',' MAtI U, FtOR1DA r:~
COU",' OF t::fI.S { {'J . ". coom OF I /95 C C'
Tb~ tort!golng in.t~t!.."~I.~tkno..l~.dg!~:, ~v'.rhl foregoing InstI'Ullent WlIS acknowledge,~
before 11I8 thUi .5f.php'k .:?; ,!,1t~ ,hi,. ,,)tllure ate this S(Mph",,\jA.r~ 19 99 by
ferfbP"y/(7 ,fA4~',.,/ _ /"S";V;f-'~ Af,~.,</;v " '.
who Is persona11y, kriown to lie or WhD h~s t"T,~.tW 0 is pers ally known to me or who hlls
proddced . ,~~~toduced : '---,
as IdenHflcat:tun an ' t..... idenUflcation 8m] 'Hho /did not .
take ~ ~ . .. H .: :.::t.ke , h.
(signatur -~
RICHARD DANIELS
O,....'Q". ledlrdrb1iBf..... a
fi. j~ My Comm. Exp.AAg;~l: 2 2 .
,.......~~~ Coinm. No. ,771791, ' .
0' f'"
'.0,' tN1lJI1! Typed,
, ' '~'ROTARY. PUDL
" .., ~ ... 1\. I
~ar~~_cl Florida
My Comm. Exp. Aug 31. 2002
Comm. No. 771791
38626 2nd Ave.
Zephvrhllll, FL 33640
A'CE
ALUMINUM & CONCRETE, INC.
(
SOLO TO -,-/-11- fL-
ADDRESS [0..,- - ~3 J 7') () / AJ f,tJ /J L A-&;C: {
SHIP TO 7-Er/f'-lR-JfJ'-'--.f H, -1.JS-Y/
DATE q -7-'19
PHONE 7cf';t - ~;{. 7b
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CoAJcRErE- - S'/~~~ - ~~/2..Il/f'/v>> >-
/cJ... X /L/ )( Ax -S' 8,Cti)
lol;x I~ X /J..... <5" OI!fi'$A/ tf0?O /11
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I,) X :2 / ~J9R P t!7 t:2:r /QC?{~F-
1.1 X /J ,ADO r tJ/ .JL~ .RD00
PERMIT
PRla
. TAX
The undersigned aBrees to pay TOTAL PRla 0/ f/rP.J.OeJ
INSTA RS IN FUll ON COMPLETION DEPOSIT
;{~L~~co.O'
Rep. Slanaau
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FASTENERS
SECTION 9
CONCRETE
SCREW
ANCHOR
T-BOL T
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 rANT
P.O. BOX 4388. SOIJTH DAYTONA, FL 32121
TELEPHONE (904) 787-4n4
FAX (904) 787-8558
@ COPYRIGHT 1999
,
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEn'. P.E.
SEAL
PAGE
201
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" 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-Bolta
1/4" .
2
2
2
2
3
3
4
4
L-D+Ys"
318".
2
2
3
3
Table 2,4
'-oIated Footing Uplift
Dlmenslons- Rating # Maximum Attributable 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'-6" x 2'-0" 2040 120 102 89 78 64
1'-6" x 1'-6" 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.
rade with 80 # ba 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 ENGINEER. DEVELOPMENT CONSUL TANT
P.O, BOX 4368. SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4n4
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,
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
.F.1nrow...... 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 140 MPH
Applied Load. 17#/ Sq, Fl I 20#/ Sq. Fl I 23# / Sq. Fl I 26# / Sq. Fl 32# / Sq. Fl
Load Width 2" x 6" x 0.050" x 0.120" Self Mating B.am
8' 16'-11" 15'-7" 14'-7" 13'-6" 12'-4"
9' 15'-11" 14'-9" 13'-9" 12'-11" 11'-8"
10' 15'-2" 13'-11" 13'-0" 12'-3" 11'-0"
11' 14'-5" 13'-4" 12'-5" 11'-8" 10'-6"
12' 13'-10" 12'.9" 11'-11" 11'-2" 10'-1"
13' 13'-3" 12'-3" 11'-5" 10'-9" 9'-8"
14' 12'-10" 11'-10' 11'-0" 10'-4" 9'-4"
16' 11'-11" 11'-0" 10'-4" 9'-8" 8'-9"
Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam
8' 19'-4" 17'-10" 16'-8" 15'-8" 14'-1"
9' 18'-3" 16'-10" 15'-8" 14'-9" 13'-4"
10' 17'-4" 15'-11" 14'-11" 14'-0" 12'-7"
11' 16'-6" 15'-3" 14'-2" 13'-4" 12'-0"
12' 15'-10" 14'-7" 13'-7" 12'-9" 11'-6"
13' 15'-2" 14'-0" 13'-1" 12'-3" 11'-1"
14' 14'-8" 13'-6" 12'-7" 11'-10" 10'-8"
16' 13'-8" 12'-7" 11'-9" 11'-1" 9'-11"
Load Width 2" x 8" x 0.072" x 0,224" Self Mating Beam
8' 24'-10" 22'-11" 21'-4" 20'-1" 18'.1"
9' 23'-5" 21'-7" 20'-2" 18'-11" 17'-1"
10' 22'-3" 20'-6" 19'-1" 17'-11" 16'-2"
11' 21'-2" 19'-6" 18'-3" 17'-2" 15'-5"
12' 20'-4" 18'-8" 17'-5" 16'-5" 14'-9"
13' 19'-6" 17'-11" 16'-9" 15'-9" 14'-3"
14' 18'-9" 17'-4" 16'-2" 15'-2" 13'-8"
16' 17'-7" 16'-2" 15'-1" 14'-3" 12'-10"
Load Width 2" x 9" x 0.072" x 0.224" Self Mating B.am
8' 27'-2" 25'-1" 23'-4" 21'-11" 19'-10"
9' 25'-8" 23'-8" 22'-0" 20'.9" 18'-8"
10' 24'-4" 22'-5" 20'-11" 19'-8" 17'-9"
11' 23'-2" 21'-4" 19'-11" 18'-9" 16'-11"
12' 22'-2" 20'-6" 19'-1" 17'-11" 16'-2"
13' 21'-4" 19'-8" 18'-4" 17'-3" 15'-7"
14' 20'-7" 18'-11" 17'-8" 16'-7" 14'-11"
16' 19'-3" 17'-9" 16'-6" 15'-7" 14'-0"
Load Width 2" x 9" x 0.082" x 0,306" Self Mating Beam
8' 29'-8" 27'-4" 25'-6" 23'-11" 21'-7"
9' 27'-11" 25'-9" 24'-1" 22'-7" 20'-5"
10' 26'-6" 24'-6" 22'-10" 21'-5" 19'-4"
11' 25'-4" 23'-4" 21'-9" 20'-5" 18'-5"
12' 24'-3" 22'-4" 20'-10" 19'-7" 17'-8"
13' 23'-3" 21'-5" 20'-0" 18'-10" 16'-11"
14' 22'-5" 20'-8" 19'-3" 18'-2" 16'-4"
16' 20'-11" 19'-4" 18'-0" 16'-11" 15'.3"
Notes:
Above spans do not include length of knee brace, Add horizontal length of knee brace to above spans for total
beam 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
PAGE
@ COPYRIGHT 1999
68 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E,
SECTION 2
----------------
ATrACHED & FREESTANDING COVERS AND UT/UTY 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 I OR TABLE
2,2,1, TABLE 2.2,2)
COLUMN NOTCHED TO SUIT
SIDE NOTCH POST TO BEAM CONNECTION
SCALE: 1/4. '" 1.
Ul
W
~
---------------.-
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)
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: 1/4. '" 1.
SEAL
PAGE
Lawrence E. Bennett, P.E.
CIVIl EHOIHf!ER. OEVnCPOENT CONSUlTANT
p,o, BOX 4381. SOUTH DAYTONA, Ft 32121
TELEPHONE (1104) 7e7-4T74
FAX 11104) 787_
64
SECTION 2
C COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOlE OR IN PART WITliOUT THE WRITTEN PERMSSION OF LAWRENCE E, BENNETT. P,E,
ATrACHED & FREESTANDING COVERS AND UTILITY SHEDS
.1. IS THICKNESS OF
REQUIRED POST
r
~
t=
~ 1
~ TOP OF GRADE
3. x 3. POST (SEE TABLE)
(2) 2. x 2. x ,. ANGLE OR
(1) U CHANNEL x .1.
3/8. x 3-112" BOLT
80 LB, 2500 PSI CONCRETE PRE-MIX
3. x 3. BASE
16"
1
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 1/4" PLATE
3-112" CONC. 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 ~. OEVnOPllEHTCOHSUlTANT
P,O, BOX 4_, SOUTH DAYTONA, Ft 32121
TREPHONE (1104) 787-4T74
FAX CII041 787_
58
ell COPYRIGHT 1999
NOT TO AE REPROOUCED IN WHOlE OR IN PART ,w.THOUT ~ WRI"EN PERMISSION OF LAWRENCE E DfNNFTT, P E
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
_liInnw..._ Allowlble Attributable Roof Area per POlt 'or Carports,
Pello Covers, end other Open Building. - ALUMINUM POSTS
I
.."....
Ii':
9-10.
11,1"
hI
10'.11
2',3"
t
0'-0-
r:li"
Y.l"
r:y
iiliilif
1-0-
1,10'
1(':1"
-w.i"
"-'afit
1,10"
13'-10-
ml0"
I,W
Wfnd old.
~ o.-If.
II.. mum
Toilfln llH"
2.06-4
r;...-
1204
1103
Loed n Lbs
'2);e
2.
1.5
I 1 7
n
3,4
2,
1. a
1,491
O. In lliI
2. I
I, 18
!Q
142
L~Lbs
~
2,1/li1
rrn
Load In Lb.
3.40
2.5541
,,9aa
1.491
Aluminum poet~
10f PH ~l MI'Ir r 1HIil5Ii" ~
1~ , L I :FL' III L ~
AI owaIl I Are. In Afluare HI orvailOua oa"di on Petal'
2". ".~ "MoIOW~truaO"or
12 103 110 r 9 T 6S
91 61 T 6li I 48
11 0 52 I 46 T 3A
53 15. 39.- 3' T 2a
2'. ". 4.bs .. ~ ow ~tru.lon or
IlIff" 11 ,- 1~ ...
14 1~ 88 78
0: eo . 6' -=
o 60 2, 4 37
]'1 J[ 2 xOJrr ''lIOllow ~ualOn _ Arum "um
2iiO , 0 110 13 10
ISO 12 11 00
117 9 "2
M' 41
]" · -p I: oft '""1iOif orm .:AlUm num -Ihov 31 5 H.14
140 119 1 2 74
105' 58
OJ! 43
Al 4 40 33
3".3.0., O'Rol orme -Afumnum 0 -14
f> 1 1 Iii" 113
159 1 11 1/W ..
124 10 9 1 68
9 6i l' ~.
3 . '.0:0; ....ut. _liift_ lumlnum
'" I 0 14 31 10
10 la 111 9a -on
11 Il9 ee 76 62
aa 75 85 5 4
Example:
Find Roor Are. Needed; Aree III 'A'; Posl 5padng :'S'; Slructure ProfecUon = W:
A. S)( (W/2 + a.H.); If '5' e 7', W = 12'. end O.H. ,. 2' then: 'Atea',. 56 Sq. FI.
For. 10'.1'" posland 120 m.p.h. wind load or 23' I Sq. FI. potl chofces .re:
1 J 2" x 3" x 0050" Hollow Extruslan
2) All POSI sizes Holed _the 2" x 3" x 0,044" HoIIaw Sectlan
Not.:
- Jab conditlans dietele. POSI helght 01 10' In. 120 MPH wind 'one, . 3" x 3" Roll Formed COULD NOT
BE uled because when it Is more than 10'''" It CIIn only support 39 SF of roof. On lhe oIher hand, . 3" )( 3" Fluted
Post with I POll heighl of 10'- r can lupportln lrel or 128 square 'eet 0' .re.. Thus, des'on must..filly both
height and .r.. requtrements.
Lawrence E. Bennett, P.E.
CIVIl EHG/Nl;ER, ~OPMENT CONSUlTANT
P.O. BOX ,,_. SOUTH DAYTONA. Fl32121
TELEPHONE (1I04)7a7-4114
FAX (104) lal-8558
SEAL
PAGE
70
SECTION 2
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOlE OR tN PART WITHOUT THE WArnEN PeRMISSION OF LAWRENcE E. IEHNEn. P.E.
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
1-
<I'
INTERNAL OR EXTERNAL RECEIVING CHANNEL
SCALE: 1/4" = 1"
2" x 2" x 0,063" ANGLES
INTERNAL OR EXTERNAL ANGLE CLIPS
SCALE: 1/4" = 1"
ALUMINUM TUBE COLUMN
CONCRETE ANCHORS (SEE
SCHEDULE)
~
EXTRUDED AlUMINUM BASE
OR BREAK FORMED U-ClIP
"'"
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.
CI\IIl ENG1OlEER. ~OPMENTCONSUlTANT
P.O. BOX.... SQU1M DAYTONA. Fl32121
TELEPHONE (104) 101-411'
FAX 11041781-8558
SEAL
PAGE
60
C COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOlE OR IN PART YIIlHOUT THE WRlnEN PEAMISSlON OF LAWRENCE E. BENNEn. P E
SECTION 7
SOLID ROOF PANEL PRODUCTS
.li1n~....
Allowable Spans for Riser Panels for Various Loads
Aluminum Building Systems. Inc.
Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28
1-1/4" x 12" x 0.019" Riser Psnels
Open Bulldlnos Enclosed Bulldlnos
Wind Applied Ovemlng Condition Wind Applied Ovemlng Condition
Region Laid NONE 1'-0" 2'-0" 3'-0" 4-0" Region Laid NONE 1',0" 2'-0" 3'-0" 4'-0"
102 M.P,H. 17 7.5' 7,9' S',S' 9',7" 10',11" 102 M.P,H. 29 S',S' 6',1" 6',11' S'.3" 9'.10-
110M,P.H. 20 S"lo- 7'.2" 7'.11" 9',1" 10'.7" 110M,P.H. 35 5',2' 5',7" 6',7" 7',11" 9'-6"
120 M.P.H, 23 6',5' S'.g" 7',7" 8',g" 10',3" 120 M.P,H, 41 4',10" 5',2" 6',3" 7'.8" 9'-4"
125 M.P.H, 26 6'-0' 8'-4" 7',3' 8'-6" 10'-0" 125 M,P.H, 45 4'.7" 4',11' 6',1' 7',7" 9'.3'
140 M,P.H. 32 5',5' S',g" 8'.9" 8',1- 9',8" 140 M,P,H, 5& 4'.1" 4'.7" S',g' 7',3" 8'.11"
3" x 12" x 0.019" Riser Psnels
ODen BuildinGs Enclosed BuildinGs
Wind Applied Ovemlng Condition Wind Applied Overhang Condition
Region Laid NONE 1'-0" 2'"0" 3'-0" 4-0" Region Laid 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'.S" 11',7" 12',S"
110M,P.H, 20 11'.11" 12'.2" 12',8" 13',5" 14'.5" 110M.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',8" 13',9' 120 M.P ,H. 41 8'-4" 8',7" 9'"3" 10'-4' 11',7"
125 M.P ,H, 26 10'-6" 10',S" 11'.3" 12',1" 13',2" 125 M.P.H, 45 7',11" 8'.3" S',II' 9',11" 11'-4"
140 M.P,H, 32 9'-6' 9',S" 10',3' 11'-3" 12',5" 140 M,P.H, 5S 7,2" 7'.5' S'.2" g'-4' IO',9"
3" X 12" X 0.026" Riser Psnels
Open BuildinGs Enclosed BuildinGs
Wind Appllecl Ovemlng Condition Wind Applied Ovemlng Condition
Region Laid NONE 1'-0" 2'-0" 3'-0" 4'-0" Region Laid NONE 1'-0" 2'-0" 3'-0" 4'-0"
102 M.P,H. 17 16'-6' 16',7' IS',11' 17.7" IS'-4' 102 M.P.H, 29 12'.7" 12',9' 13',3" 13',11" 14',11"
110M.P,H, 20 15'.2" 15',4" IS'.9" 16'-4" 17',2" 110 M,P.H. 35 11'-6' 11',8" 12',2" 12',11" 14'-0'
120 M,P.H, 23 14'-2" 14'-4" 14'-S" 15',5" 16'.3" 120 M.P,H. 41 10',7" 10',10' 11'-4" 12'.2" 13'-4"
125 M.P,H. 28 13'-4' 13'-6" 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, 56 9'.1" 9t-4" 9'.11" 10',11" 12',1"
3" X 12" X 0.032" Riser Psnels
Open Bulldinas Enclosed BuildinGs
Wind Applied Ovemlng Condition Wind Applied O.emlng Condition
Region Laid 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 IS'-3" lS',4" 18',S" 19'.3" 19',11" 102 M,P.H. 29 13',11" 14',1" 14'-6" 15'.2" 16',1"
110 M.P.H, 20 16'-10" 16'-11" 17',4" 17'-10- IS'.S" 110M.P.H, 35 12',9' 12',11" 13'-4" 14',1" 15',0"
120 M.P.H, 23 15',8" 15',10" 16',2' 16',10' 17',7" 120 M,P,H. 41 11',9' 11',11" 12'.5" 13',2" 14'.3"
125 M.P.H, 26 14'-8" 14',11' 15'-3' 15'.11" 16',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'-6' 140 M,P.H, 56 10'.1" 10"3' 10'-10" 11',9" 12',10"
Note:
Total roof panel width = room width plus wall width plus overhang,
SEAL
PAGE
Lawrenpe 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
A~
~ ALUMINUM BUILDING SYSTEMS
1107 North Thomas Road, Leesburg, FL 34748
Telephone (352) 787,7766 FAX (352) 787,4517
Florida 1-800-342,9077 Nationa/1-llOO-874'OOO2
184
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E,
I
SOLID ROOF PANEL PRODUCTS
,
I
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 ~ii{@L
SELECT PANEL DEPTH 1
FROM TABLES
/.
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, 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
169
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 #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,
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
2'-0" MIN.
BEFORE SLOPE ~
r f;;;,
TYPEr
FLAT SLOPE I NO FOOTING
0-2" /12"
(1) #5 BAR CONT.
.~
. .."
. .-.~,......-
~ '.,,,,,, : .. .
f. ....
8"
TYPE II
MODERATE SLOPE FOOTING
2" 112" - 1'-10"
(1) #5 BAR CONT.
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 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.
TYPE III
STEEP SLOPE FOOTING
> 1'-10"
SLAB-FOOTING DETAILS
SCALE: 1/2" = 1'-0"
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
@ COPYRIGHT 1999 ,
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E,
SEAL
PAGE
59
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
PAN OR COMPOSITE PANEL
(SEE TABLES SECTION 7)
TOP PlATE P.T. OR WI VAPOR
BARRIER @AlUM/NUM ROOF
2 x 4 TOP PLATE @ ROOF
2 x 2 ALUMINUM OR 2 x 4 LUMBER "2
S,P.F. (MIN.)
SHEATHING: 7116"0.S,8, OR 112"
PI.. YWOoo WI STUDS 24" O.C, OR
STRUCTURAl GRADE THERMAL PLY
WI STUDS @ 111" O.C,
2 x 4 PRESSURE TREATED PLATE WI
318" x 4-112" CONCRETE ANcHORS @
4'-0" 0, C. (SEE SlAB DETAILS)
ATTACH SHED OR ROOM WAlL TO
HOST STRUCTURE WI 1/4" x 3-114"
TAPCONS @ 18" O.C. FOR MASONRY
OR "'6d COMMON @ 16" O.C. OR",O x
3-112" FOR WOOD OR",O x 2.1/2"
S,M.S. FOR 1 x 2 AlUMINUM OR",O 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 SQ. 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: 114" = 1'-0"
1, SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO
16 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 1/2" OR LESS fI6 COMMON 6" O.C. EDGES AND 12" O.C. FIELD
TOP OR SOLE PLATE TO STUD
A. END NAIL 2
B. TOE NAIL 2
w
~
o
:I:
W
..j
iii
~
CJ
Z
~
~
SECTION 2
SEE CONNECTION DETAilS
(SECTION 7)
~
w
~
o
:I:
~
iii
~
CJ
z
t=
In
~
12" x PAN (SEE TABLES SECTION 7) USE W
TO SELECT PAN FOR REQUIRED SPAN
WI' VARIES
FOR FRONT BEAM USE L = W 12+0VERHANG
Lawrence E, Bennett, P,E.
eM!. EHOINUR, OEIIEl~CONSU.TNiT
p,O, lOX 4381, SOUTH DAYTONA, Fl32.2t
TElEPHoNE (104) 7.r-4174
FAX (104) rl7_
SE.....
Cl COPYRIGHT'_
NOT TO BE REPROIlUCEo IN WHOlE OR" PART WITHOUT THE WNlT9IPEAMsSION OF IAWIIENcE E. IlENNETT P,E, 55
SECTION 4 STRUCTURES WITH WOOD & ALUMINUM FRAMING CO PONENTS
#18 X I" WOOD SCREWS WITH
5/8" WASHERS (3) PER PANEL
2" x 4" TOP PLATE PRESSURE
TREATED PINE
SHEATHING:
112" PLYWOOD OR
STRUCTURAL
GRADE THERMAl PLY WI
SIDING
114" x 3" BOLTS OR T-BOLTS
INTO CONCRETE SlAB @ 24"
O. C. WI 118" ~ 1-112" WASHERS
6" x 6" - 10 x 10 WELDED WIRE
MESH
#50 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
UTILITY SHED TYPICAL WALL SECTION
SCALE: .''' = 1'-0"
FOOTING AS REQUIRED
~
(2) INTERNAlL'. OR
RECEIVING CHANNEL
(2) 114" 0 BOLTS EACH ANGLE
(4) #10 x 1-112" S. M. S. EACH
ANGLE
1-112" x 3-112" SPACER BLOCKS
ALUMINUM BEAM FRAMING TO CORNER OF WOOD UTILITY SHED _ PLAN VIEW
SCALE: 114" = I"
Lawrence E. Bennett, P.E.
CMl EHOINUR - 0EIIEl0PletT CONSUl TNiT
P,O. BOX 43M,1IOUTH DAYTONA, FlUtlt
me_ (104) Tl7-4174
FAX (104) Tl7_
SEAL
PAGE
. 100
Cl COPYRIGHT 1_
NOT TO BE REPRODUcED IN WHOlE M IN PART WintOUr THE WRITTEN PERMISSION OF LAWRENCE E RENNEn. P.E
SCREEN, VINYL & GLASS ROOMS
_F.1nfia...... Allowable Upright Heights Screen, Vinyl and Glass Room.
Aluminum Alloy 6063 T-6
i,
2" x 2" x 0.055" Hollow Extrusion
Wind Zone
Load 102 N,P.H, I 110 M.P.H. I 120 M,P.H. I 125 M.P.H. I 140 M.P.H.
Width Applied Load
19 # 'Sa. Ft. 23 # 'Sa. Ft. 26 # 'Sa, Ft. 29 # 'Sa. Ft. 36 # /Sa. 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'-6" 8'-1" 7'-3"
60" 9'-6" 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 O.OSO" 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 Applied Load
19 # 'Sq. Ft. 23 # 'Sa. Ft. 26 # 'Sa. Ft. 29 # 'Sa. Ft. 36 # 'Sa. 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'-7"
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"
Load
Width
102 M.P.H.
36"
42"
48"
54"
60"
66"
72"
78"
84"
90"
19 # 'S . Ft.
20'-9"
19'-3"
17',11"
16'-11"
16'-1"
15'-4"
14'-8"
14'-1"
13'-7"
13'-2"
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 CONSUL TANT
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 PERMISSION OF LAWRENCE E, BENNETT, P,E.
SECTION 3
SEAL
PAGE
93
SECTION 8 I
n LOO'
.~-,.
0044'L J
ALUMINUM FRAMING COMPONENTS
A = 0,24 In'
WT = 0.28 p.l.f,
Ix = 0.14 In, .
Sx = 0,18 In.'
6063, - T6
A = 0.50 In"
WT = 0.57 p.l, f.
Ix = 0.28 In, .
Sx = 0.37 in.'
6063 - T6
,1,98'1
0,055' f + lJ
2" X 2" X 0,055" PATIO SECTION
SCALE: 114' = l'
1" X 2" X 0,044" OPEN BACK SECTION
SCALE: 1/4' = l'
t 1,98'1
O'032'f + n "
A = 0.32 In,'
WT = 0,37 p.l.f.
Ix = 0.18 In, .
Sx = 0,24 In,'
6063 - T6
t 1,98'1
'~~f + n
2" X 3" X 0.050" PATIO SECTION
SCALE: 1/4' = l'
2" X 2" X 0.032" PATIO SECTION
SCALE: 1/4' = l'
t 1.98'1
O'036''f + n
A = 0,36 in,'
WT = 0,41 p.l.f,
Ix = 0,19 In,'
Sx = 0.26 In"
6063 - T6
,2,00'1 .
'~~f + U
2" X 2" X 0.036" PATIO SECTION
SCALE: 1/4' = l'
f1.98'1
0.044'f + n
A = O,64ln,-
WT = 0,74 p.l.f.
Ix = 0,75 In,'
Sx = 0.70 In.'
6063 - T6
A = O,751n,-
WT = 0.86 p.l.l',
Ix = 1,53 In,'
Sx = 1,07 in'
6063 - T6
2" X 4" X 0.050" PATIO SECTION
SCALE: 1/4'. l'
A = O,421n,-
WT = 0,49 p.l.f.
Ix = 0,23 in,'
Sx = 0.31 In,'
6063 - T6
,2,00'1
B_,
0,044' - + J
2" X 2" X 0.044" PATIO SECTION
SCALE: 1/4' = l'
A = O,611n,-
WT" 0,69 p.l.f,
Ix = 0.77 in.'
Sx = 0,69 In"
6063 - T6
2" X 3" X 0.045" PATIO SECTION
SCALE: 1/4' = l'
Lawrence E. Bennett, P.E.
CNJt ENGINEER - OEVElOPMEHT CONSUl TANT
P.O. BOX 4381. SOUTH DAYTONA. Fl 32121
TELEPHONE (904) 187-4774
FAX (1104) 781,8558
seAL
PAGE
196
C COPYRIGHT 1999
NOT 10 BE REPRoouceo IN WHOlE OR IN PART WtTHOUT THE WRlnEN PERMISSION OF LAWRENCE E_ BENNETI. P E.
I SECTION 3
SCREEN, VINYL & GLASS ROOMS
MINIMUM 3-1/2'
SLAB ON GRADE OR
RAISED FOOTING
(SEE DETAILS FOR
FOOTINGS)
SELECT EDGE BEAM TABLE 3,1.1
AND 1 OR TABLE 3,1.2
'- 'lW -
FOR MAX,
UPRIGHT
LENGTH l' x 2'
VARIES NO MAX. (ELEV. SLAB OR ON GRADE)
~
I
.
:x:
1
ROOI'
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
1 LW_1
I r- P/2
SOLID ROOF
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
1. O,H,
P = PROJECTION FROM BLDG,
LW = LOAD WIDTH
VARIES
L PVARIES-J
TYPICAL SCREEN I GLASS ROOM
SCALE: 1/4' = 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 6' OF UPRIGHT
ANCHOR l' x 2" TO WALL WITH 2-1/2' #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 P/2 OR P/2 + O,H,
Lawrence E. Bennett, P.E.
eM!. EN<JIPEER 'llEVROf'IEHT COHSU. ToWT
P.O. BOX 4388. SOUTH DAYTONA, Fl32121
TELE_(II04)787~17'
FAX 11(4) 781-8558
Cl COPYRIGHT 11l1l9
NOT TO BE REPRODUCED IN WHOlE OR IN PART wtTHOUT THE WRITTEN PERMlSS10N Of" LAWRENCE E_ BENNETT, P E
SEAL
PAoe
n
~l::l.,IIUIIj "
.,J\.", \LL-i.., \111'1 i i.. U UL...I""\...h,,) ",""VIV"."
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" 0,(:.
FRONT WALL PURLlN
.
TYPICAL CORNER DETAIL
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CI\IIl ENOINEER. DEIIElOAlENT COMM. TANT
P,O, lOX 43U, aounl DAYTONA, Fl32121
TElEPHONE (104) m-4n4
FAX (104)117_
SEAL
PAoe
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 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
<<> COPYRIGHT 1_ .
NOT TO BE REPIIOOUCEO IN WHOlE OR.. PART WlTMOUT THE _'TTEN PERMISSION OF lA_ENCE 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
(11 HILTI112" x 3-112" KBU-
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: 1/4" = 1"
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
114" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C, (MAX.)
Lawrence E. Bennett, P .E.
CI\IIl ENGINf!ER. DEWlllf'llEHT CONSLUANT
P.O. BOX 4388. IOU1lt DAYTONA, Fl ".2.
l1!lEPHONE (104) 1IT -4n4
FAX (1041 787'-
SEAL
PAGE
C COPYRIGHT 1999
NOT TO BE REPRODUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E
83