HomeMy WebLinkAbout94-4165
.
BUILDING PERMIT
Permit N'~
.
CITY OF ZEPHYRHILLS
(813) 788-6611
4165.&
Date
7- /J-~Y'/
,
~ ELECTRICAL PLUMBING MECHANICAL
Pmp"'Y Own.' ?i-+ 4- ~~
Job Address: J _3_~ _
Parcell.D, # J - ~ b -::J f _ () H 0 - 00 &:J ~ c? - ~ .s-
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: /Z.... ~e~g: c.te: ~ A M~_
Description of Work ~~ ~
Radon Gas:
/)~h)-yyJ ;;:7;:.t~ /lAlirm~
,
L-;/Yt~
~1.,~~...~..'"
NO OCCUPANCY BEFORE C.~.
FINAL ..:f.~ - Z~~ <I
~_ DATE
C.O.
Complete Plans, Specifications and Fee Must Accompany Application,
All work shall be performed in accordar~e with City Codes and Ordinances,
DATE
City License Registration #
State Certified License#
'Y/r
Permit Fee
Signature
Company
Address
Telephone#
Inspector
Valuation or I}
Contract Price /./ tJ-zJ-o - 177)
ALLtz~<~~~~
ELECTRICAL
PLUMBING
MECHANICAL
Ftr. .'
Pre SLB 1....U,.. 'it; ";:>: L1-
Lintel
FRM. /"
Insul. CL.:
WL
Tp. Servo
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
F~nal
Final
Driveway ') "U, Ii L.j IS I ~
REINSPECTlON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
PROPOSAL
~r/( Pille e
Deu SIr. 7tQ I'/.. to J,.. If', ~@ k f.:d. ~
~ WlderIIp.d pI~ to fumIarb all ~"riaJa ad perfana. all Jabot an UI'7 tD ooenpJete t.be 1oUo.riDtI:
-
JU.Y1E ;Z"
all
C>
Pe.I" WI ;+ .J
- I ~~7tY
AU of the abon work tD be OCIIDpIetect In . ___eta! ucI ~ maNIIIr for taw ... ~
($- -Il9!:,.,. ~) DoUarI
Pa7mat. to be mad. .,,, .. the warIc JII'CIII't-. to the value of J3, 7,. ~ (~)
pe.. Ileftt of aU WGrk eomplt.... The en~ unount 01 aoatl1lct to be paid withbt ~. .... OGaIp......
- alw.daa 01' ~Vlat1OD fnaa the .bow ~dou mYOlvlq extra 110ft of material or labor w:W GIlly be ....Wc1
upoIl writtlm oran ,. ...., ad wtll becamt UI u&nI abarae 0ftJ' the _ -tIclDecI ba thIa 0GIltnet. All .........ta
-- be IUCIe in WI'hIaI.
on- ContNcltor qrHII to t:aW7 WOI'bMft'. ~,...-UOll _ Pub1Ie Ltabl1lty Iuunnl>>, u.o to pay aU &1ft Tax..,
Olel Aae .Milt - Unemployzngt CaIb,peuaUoIl Tax.. upcIIl the material and labor IurIdlrhecl UDder W. oontnet, ..
nquJnd by the UDltIed Stat. Gov.....t aDd tbe Sta_ In wbIeb tb'- wen It PM'f"'~
R1IIIl1lltfalbo tubal.....
. J. A. JfI!".'~<t!.,K ~ ~
" ~->4-,tj'~
ACCEP'Jt(NCE
n.-
1__
YO\l .... a..r.by authorbed to furn1Ib all matMiaJa IIftd labor requ.lncl to c:QIDPIete the work: IheaUODH in th. abov.
~ for wb1eh tM IIDd.......... ..... to >>aT d1It lUDOUbt II In 8aid IJ IIIId ~ to .. tennI
... t.., Cii:J
P'IIANIC .-. WAL.... GO.. f'lUk....-. .........
APPLIOATlOIl FOR 'IlUIIT
oln 0' .I1P11ft111tUl
luttDIIlO DIPAIt'l'll8lT
=::=-~~f~~ G~o~
~
LICIAL Dl8cunlOlI toT(8) ~ 5'
PBOI:C'6 , 3) ~~S- ~'1 ~
JOI ADD....
BLOOIL-SUlDlVlSIOJ
(DUAt8 nmI ...RItft 'l'AJ[ iIoTtol)
PARClL I.D.'
WORIt PROfOSBDI )I .... COIl8tnctiOD ...x....Mditton ----A1teraU.oll ____._it'
, T"..till
__1....
----..NO"..
-Dt!IIOltah
l1t01'08BD USia ~8l11ale '.ily
_ao.erclal
--1I/F _' of unita -Jl/B
_Incluet. --.-Sw18. '001 _other
".tnnnt . Health Depa~taeat Approv.l
DISClUPnOIIDP_'.~~' ~ ~,'1~~"'~
IUlLDIIG au.. ~ I . (q <1 $' Square reet,~ei8ht
USIDBlITlALl AnACII (2) PLOT PLUS I (2) SITS or BU1LDIRO pLAMS . (1) SIT a.oy roMS.
COItfIDClAL I AnACII (3) fJl'l'8 or BUILDlltO PLAIts , (1) 8ft IIIBllOY PORM8.
ftOPBIlTf SUIIYBY ItBQUlDD PUR ALL RBW COltsTR.ucttOM.
~~lL8DG
--JO.ICDl.CAL
-.-JIKCJIADClL
-.J'WllllIO
~
.'1.060~
PRIlMI.TS IU&OUBSI'ED
ValuatiOll of Total Ooa.etruettOll
MI senice
Plorida Power Corp.
".I.I.C.
..
Veluation of lledulDic.l1D*W1ation
GAS
ROOnlO
S'BOIALn
)<' other ~
TIP. or ~Ul.'"I.tOlt ___Block _Fr-..e _8t@el
PUISBBD ROOIl BLBYAUOII9t
FT.
18 nnJBCT II FLOOD 101. AlBA,
-
liS 10
..................................,.......
IlDIiTUtrrca .P~P.'
.....JI1III . UOIll'AIf.J.J u.. rQ~ r~
d LJ \) State C.rt. or ...let. · c.. ~:~ 2- rt.:f ~~ ;
stpature o~^ - tT $) J. E. Q~. . City t.ie....1!! lle,latratiOll . ~ .~
......'0.....'......................'...'.
".I!I!'I'ItTnTa. COIIPAIIT . ._
state C.rt. or a.,lat. .
8t.......... TT City tie..... a..lltrattoD .
..........................................
OOIIfAn
state oert. or "ailt.'
oit; Lie.... R..l.t~.tiOft .
..........................................
,~..
8....ture
COHPAn
st.t~ oert. or l.alat. .
city Llceaae ae,tltration .
...........................,..............
IllU!llUIaAL
S ......ture
COMPAIIY
State Oert. or ..,lIt. .
City Lleeftle ae.lattatioa .
..................................,.,.....
0'I'IIRIl
si....ture
,ApPLlCAttOR AHIOVID If _
PBIIlIT ()rrICD.
11';"'1_ 11'_'.
CONDITtONS OF PERMIT AFFIDAVIT
A. NOTI~iiiB! DUD R1r8TRICTIOlfS
!be Wldenl,. tendII tbat tIIla penlft ., be .ubJect to "deed reatrlctlonl- whleb ., be lOre rhtrlctlve than Cit,
reguJatlOdl. '" UDder.Sgaed .1111I. rllpoDlJbJl1ty for COIplllDCI 11th any applicable dIed re.trlctiODl.
B. UNL%CBlfSBD CO MeTORS AND CONTRACTOR RESPOH81BIL TIS
If the ownef.... It I contractor or connectorl to undertake wor., tile, ISf be required to be 1 cen.etS In Iccordance with
state and lOCI! regulation.. If the contractor 18 not licensed .1 required bylaw, both the IMler end contnctor .a, be
cftec1 for I .1.....or 'Solation under atate 181f. If the OImer Dr Intended contractor are uneert.ln u to .bet I1cenllng
requlrlllDtI .., Ippl, for the Jntended worl, they 8re advlled to contact tbe City of lepbJrhlll. Building D8p1rtltnt, (813)
788-&611.
FUrtherlOre, If tbe owner bas hired a contractor or contractor., he is advised to have the contractor(l) algn portions of tbe
-Contractor IecUaal' of tbll appUcoUon for trbicb they ,Ill be rlBponelble. If you, al the owner sign II tbe contractor,
fOU Ife lndleatlDf tblt rou, rltblr than the contractor, are responsible for the work. If the contractor wllb.. rou to algn
.s contraetor tbat IIJ be 1ft indication that he Is not properly licensed and Is not entitled to perlittlng prl,ilegll in the
tlty of ~lll..
c. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. C9--!TRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMSNDBD)
I certify t I, tbe IpplJcant, bl" been prOVided with I copy of -Florida's Construction Lien LBW . HOIIOIDer'. Protection
Guide' prlplre<< br tbI Plorl4. Dtplrtllnt of Agriculture and Con8U1er Affeirl. If the eppllcant II eDItOR, otblr tbIn the
'cnmer", I certlf, tJlat I b8" obtained a cop, of the loon described docUJent and prOlile In good f,lth to dell,er it to the
-owner- prior to COBIDC..t.
E. COltt~ t S/OWHBR' S AFFIDAVIT
I certlf, tbit~t6i nforlltlon In this application il accurate and that all work will be done In cOIpliance witb .11
IppHcabl. 1_ ngaJIUng COIIItRction, laning, 1nc1 Illld de,elopaent.
Application I, berebp ..ae to obtein a pet'lt to do work and Inltallation 18 indicated. I certify that no vor. or
In.tlJlltlon hll CGIIIncea pri~r to Illuance of I petlit an4 that III work will be petfotted to "It .tanO.rd. of .JI 1111
reguI.tln, CDnltructloa, eltr code., loning regulatlonl, Ind land 4e'eloplent regulationa In the juriedlction. I allo
certify that I under.tInd th.t the regulation. of otblr goyernlental agencie8 tay apply to tbe Intended vorl, and tbat it i.
'y re.ponllbllltr to Identl'r what actions I lUst takl to be in cOIpliance. Such agencies Include but Ire not Illlted tOl
· DepartleDt of snYlrODllDtal 'Iaulatlon - Cypress BayheRds, Wetland Areas and BnfironJentallr Sen.iti.. Lan41,
later/Waltewater Ireltient
I Soutblelt rlqrl,. liter Nanl:::rtt DIstrict - VeIls, Cypress B1ybeads, Wetland Areas, Altering Watercour.88
t ~ .. lei. I, Doc", Ilvlgable !fatervaye
· De~IIbab-llltatJ.e Serrlce., anyirODlentl1 Health Unit - Wall., Va8tlllter IreltleDt, Septic Ian..
t US 1tlY1!!l!lttl ~U~J .. ....toa llbatuent
I allo certu, tJIIt, IlfiitiiIil II to be usee! In Plood lone "I- or IIA,ttc. -, it 11 _rltood tIIat . dtalnap plan
.dal'8lllDf I '.....UDg yol.' wll1 be IUblitted whlcb iI prepareel by I prof...l0011 .ngineer registered In tilt St.t. of
Plorlel, prior to perllt I"UIIl.ct.
A penlt felued .ball be construed to be 8 license to proceed Iltb tbe work and not II authorltr to ,lolate, clDcel alter, or
set ..14e anJ pro'lllona of the technical codes, nor shall iS8uancI of a per.it prevent the Building Offlclll frol thereafter
requldng I correct!OQ of errorl In pIa, Conltructionr or dolation8 of tII! code. BYlr, perllt Issued IbalJ beCOl8 In,alid
unle.. tile tIOr. .,tharllec1 bJ sucb perllt 18 CC*8RCed within Iii IODths of Issuance, or if .ork authorlled by the petllt 18
8u.peuded or IIbIndoDed for a perJ04 of .1. IDntll. Bftlr the tile the work II ~ence4. One 90 d., ..tension of till,., be
allowed for the pltllt with fee charge of ,15.00. !be extenlion shall be requested in writing to the Building Official. An
appro,ec1 In.pectJon IUIt be logged during each II. IOntb period, or the project will be con.ldered abandoned.
WARMING TO 0ImR: YOUR nlLURI 10 RICORD A 1l0rlel 01' COIlMIIlCIJIINf HAY RBSULT IN YOUR PAYING nUCI FOR I"PROV.lIra 10 YOUR
PIIDPBRfY. IP YOU 111'1IO ro OIlflIIf FIJlIICltlG, CONSUtT WITH YOUR LINDER OR AX AIIORIIY 81toRB RlCORDING YOUR JIOfICI or
COMMI"CIfIN!. JOBS UNDIR tz,500 III VAtuS DO NOI HIID TO RICORD Arm posr A "HOTICI or COMHIICIMUTII.
G~
~ n-.
51 AfURB: COil TRACTOR .
SIlrr or ~
COOllY or .uVl
The foregoing instrument was acknowledved
before tile thi ~ , 19 '1 Y by
SIGIfAfURI: OIIIIR OR HID
IrAJI OP noalDA
coum OP
'The foregoing lultrument .a8 acknowledged
before.. this , 19____ by
who is person.fir known to me or who has
produced
88 identification and who did/did not
take an oath.
ho 8 ereona1! or who hOB
p ed
as identification and who did/did not
~(~1~. #LJ7V-L
(ll~nature)H~c-v. "e ~~? ~ ~ ell",)'
(Hame Typed, Printed or StamPed)
HOT.... 1&
(Signature)
(N..e TYPed, Printed or Stamped)
HOTARY ..,ILIC
~AV
'" '"
o ,..
z: n
MICHAEL J. RINGLEY
Notary Public, State of Florida
My comm, expires April 23, 1995
Comm, No. CC102075
PA ~ \~ f> lAc..-e.
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M~b~tle.
Ho~.e
PROf ose~
c~~ po<<T
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'i It 1 0 ::<. b f> ~~ s -
~x ~ . () s,o -r 0 f l'lAlTe 0
.';' rcr
{ )("3 I 6 ~ b 1& ~~.c; P L..j;;)- T "e
, X 3' EV\.~ r b-s"TS
St~R~~~ r
~ · I . 0 ~ " p~ 1f1 5
~X.t.f ~e/~~s
iii _.. ~ ~..,
u. t ~L ,'1' )l R C) () "'?
~ X ~ -S f ft.v c. '(!l L' '1 ~ t- C ...
POu. bL....e Top PL...~ T~
'l ;:tx Lf P, T. ~A ~ -e
_ -'4 '~.:::.
I no, 3 t Bar cont.
2' MIn.'- __ Min~ 2500 psi <rone.
]Witb 6x6-\OxI0 w:w.
mesh or fiber mesh
Before . typicol all slabs,
slope '
8 "I
FLAT ~L()PE/NO FOOTING
0'- i'I/1211
MODERATE SLOPE FOOTING
2.1/12" - I' - I 0 I
NOTE: Fiber mesh cone. does not
require wire mesh.
~r: . I I
~,. 8' I no.4 + Bar cont,
STEEP SLOPE FOOTING
> I'-IO~-
. SLAB DETAILS ADDRESSING EROSION
Optional concrete cop block or brick. _____
1 # 4 bar continuous.
_________ Anchor aluminum frame to wall or slob
. with 1/4" x 2 1/4" Thunderbolt or 110
. , . ~ . T APGON st~e or equal 6" ooch side of
- .... upright and min. 2' o.C.
------- 8" x 8. x 16" block wad,
Deck or
. .' ground lvi,
~ I
1 , 4 bar at comers and 4 on cen ter
~. .~.:'" --- fill cells ond knocl< out block top coorse
~ :.. ~ · " with 3000 p.s.i. pea rock C00rete.
. .......---- 2 I 4 bars. Min. 2 1 It off ground.
Maximum differential in soB height
~
T
RETAINING WALL I FRAMING ANCHOR DETAIL
A1umnum attachmenl
Slucco re aw~a~.. \
varies
3 1/2" concrete slob 6 x 6 - 10 x 10
W, W.F. or fiber mesh concrete.
~
. . . . 3 1/2. .
...... ~ .... '.... ..."....:.......~. .... mn.
,: T
'. Visguene vopor barrier under slabs
haVing structure above.
Well compacted cleon fill over sacrificed
natural soil.
Concrete filled block stem wall. (8x8x16 CMU)
6- x 12. concrete foot~g with 1 I 5
cont. locate on undisturbed natural soil.
RAISED PATIO FOOTING
~
Aluminum structure footing
2500 p.s,i. concrete with
1 I 5 bar continuous.
8"
. .
T ~--1 Min. 2 1/2" off ground.
CONTINUOUS
FOOTING DETAIL
-1 2500 psi COC'l<tete
~ ~. :~" e:
8. ',,';'..
':I' ~ '
f 16"
- I. -1
TYPICAL MONOLlTHICAL FOOTER
DATE
LA WRENCE E. BENNETT
ClVl. ENGHEER Ie DOOOP\AENT ~SULTANT
P.O. BOX 4368 So DAYTONA, Fl. 32121-4368
PHONE: (904) 253-9960
WHITE ALUMINUM
d.b.a.
Aluminum Building Systems
1107 NCfth Thoma, Rd., l&eSburg, Aorid<l.t. 32748
Phooe: (904) 7?:7-nS6 Fax. ~90#) 787-9329
DESffilPTIOO
REV1Sl00S
Slab to be 2500 p.s.i. concrete wi 6-6 x 10-10 W.If. mesh
or fiber mesh. Provide 0.006 mil. ~squene for 011 glass
rooms. Recommend Yisquene for screen rooms,
Flat area '11/ sod. 1
2' min.
~ 4"
" .,. . .
- I I T
Compact slob area soil to 98 r. relative der1sity,
T)1)ical all foundations and slabs.
FOUNDATION SLAB
ON GRADE DETAIL
To wood deck or beam
for aluminum roof.
ISOLA TED FOOTER
@
@
@
@
(I)
Virgin soil.
16" x 16" x 4" CooCfete pad.
80 Ibs. 2500 psi concrete.
Replaced soil.
1/4" x 2 1/4- expansion bolt 2 each per base.
VA - 000194
FOOTING DETAILS
~ 1
SEAL
'Z"It'II/S"16" ~ Uehonnel.B.
AI10dles 10 llillstll\9 b\i~"II'" 4-3/8.
109. or wood W1lh 3" 1/4 CI1Cl'or.
If COl\Ct .1..
.. 2",2"1 1/8..6. l.on9 U chcrtlel "s" attoc:/'JeS to
Z",~
~
DOWN BEAM CONNECTION TO 'MLL
2".2.".l/a",.a" \onQ al"lQles 'eo"
Allocn 'a IOlelO wl,h 2 - 3/8
D<)S at each 0tlQ1e ea. Side
I
I QUt1er I
___I
@)
@)
@)
@)
Z"12.x 1/8"IB"IO~ an-Jles "A" ~h 10
2".6" smb wdh 4 - no 10 SIN at eadI a>gle
eoclI sid..
DOWN BEAM a::N'-ECTION Ei'LARGED
zead SMa See Tatle I PAGE 3 of 3
SCREEN SIDB
2"xd SMS See Table 3
PAGB ) of J
"A", ~ GUller. 5MB d
"S"'O.erholl9 dorrens.on
~
"A"
2" I Channel
OR U CHANNEL
2"16. 5MB min
"S.
2".2. pur I IllS attached
to beorr.lIIII2 n"'OI
1 " sm.
Olt SNAJ' 81WC
BQUIV.
2" SMa
N.,OI3/4" SMS 3/4"0.c.
2")(2" AND 2")(3" KNEE BRACE CONNECTION DETAIL
TABLE., /'IUl/'1U/'l SIZES"" POOL eICLa~!I~' !!., ~~~U
__.u - MQ-~~I.!Q!!.!!9 ~n~i!\Irl 19t1!:t ~y.u
@~~'_~'!TRUSIU.
2'- ,. 2". 2". o.ur
...
...
o
...
N
\:I
~
;x
ii
~L-
Alum",um beams Iyp
PAGE 3 of 3
Deloll 2 Iya.
PAGB 2 of 3
0e1011 2 'YO
PAGE 2 of J
Cables Iyo
sn s<;l\eOule.
2"12" tholr rJtI 'IP.
~l'"
.2 w
N 0
. '"
D
)2 i>I
: ~
CIl lit.
Grode
2 of 1
Detail 3 'yp.
PAGE 2 of 3
TYPICAL DOME ROOF ELEVATION
NT.S.
TYPICAL FLAT ROOF ELEVATION
N.T.S.
EXIS'lllQ structure
Aluminum beams
See t able I
AlumInum beams
see lObi. I
PAGE J of 3
Screen Iyp.
Cables 'Yo.
see scheOJle
'.12" It\l.
Alumrvn upl"ighlS
See table I
Cone. slob and
lOOlinQ. Iyp.
Set table 2
TYPICAL FLAT ROOF ISOMETRIC
NIS.
Self motll"lQ begm
See Tobie I PAGB 3 of 3
~ S~lid phS I-()S denote
....----- 2 13 tJIlr"lhl stle" pollen.
~n screw HOS denat.
Z x 4 .1.P''9h1 and larQ1lr
we", paI1ern.
A!!~Qum!!l'
J" K-OIAJII... 'I 3-# 10/ 1/2. IAClI .1D.
NOTE' Strew paI1ems ore tor generollocotlon and srocon<;l ood
mon. upright re:jUfed 10 ocllleve morTl;!nl conncc'lOI'I Th.
cenle< column of SCthS should be deleted whejl Wof
possible scrhS req.xtd <rd every olher scr. pl. for flI!her del
BEAM TO UPRIGHTCONNECTION DETAIL ~ I BEAM TO UPRIGiT ca-JNECTIOlN DETAIL r\f 2
NOTES FOR RIGID CONNECTION OF DETAIL W I. 2. 3
TO S'- '" 2'1' s." o.osr 2" K-OIAJIUI. " 3-# 101 1/2" IAClII1D.
TO "-'" J". .." o.osr '0TCIl JIIlI OUll UNI . UPJlllllfT ,a
tAJIU , roll '/ . liD 0' KUn
TO s'- '" 2." ,"" O.U" INlJ All AJIOn .onr
RE\1S1ONS
LA WRENCE E. BENNETT
OVl ENGNEER t DOOOPI.4ENT COOJLTANT
P.O, BOX 4368 S. DAYTONA, fl. J2121-4368
PHONE: (904) 253-9960
STD MILL TO reE APPLIES
VA - 000194
..uTS THE REOUIRDlENTI
/ Of QW'TEI\ 12ll$ sac tm eo
DRAWN: lb SHEET #
CHECKED: liB
SCAlE: 1
DATE: 6/18/9 3
.1001 SEAL CF
TYPICAL DOME ROOF ISOMETRIC
N.T.S.
NOTE' 2"13" UeroQlht must be notched
fot 2". Z rOlof poslons.
'.12.,.,1 fastened 10 Z"IZ"""lh
N"tOx I V,"SMS or 24.0.c. OR SNAP !tAM
Z"IZ. roslins otl9fhlobeools BOOIY.
",dh Z ,.'0 II VZ $IrIS.
~4. I1Wl spoc:lll9
o CuI for averlop
o come<:hon
2"12" potlO Of ~noo
fgsl~ to beam ",/2
Ne lOx 1" SMS.
DATE
DESCRIPTION
2"14" 5MB
2 '1'5 SMa
2 .6. SMa
Z . 7 SMa
z.a SMa
Z 19 SMa
I"x~"a.b or snap lostened
102IZ"",/N.tO. 1"
SMS of 24"0 C. ot conI.
snap SedlOnS.,
1"1' Z" ab. klsleoed 10 $M8
"'/Z NOlO x 2"$MS
Z"I$M8 FI:lst See Tab. 2 PAGK 3 of 3
lDlDlD
:e::e::e
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NNN
S~ Table 3 101' r-lmber
01 scr~ per ccmecl.
PAGE 3 of J
TYPICAL SIDE PLATE CONNECTICN DETAIL NO 3
2..3" Upr'\jhl must be notChed 10 reach IO'P of beam '0 acIloeve rogod connechon.
2. N- of screws lnJSl be as sro- SPOCtlQ 3/4 '".3/4. mll'l. sP<l'lI"l9 and pallern may YOt'/,
3 See Table 3 tor N- of scrus CJld rI1ItlImurm Sll. of upn\jhr I beam conoectoOn
4 H<< toeoo self t~ ~I'd or. on Cl(;(;eploll'le sob~htule f~ SM S
S IF BEAM IS NOTCHED TO RECEIVE UPRIGHT
ADDITIONAL SCREWS ARB NOT REQUIRED FOR
2.x 3" UPRIGHT.
WHITE ALUMINUM
d.b.a"
Aluminum &lilding Systems
1107 N<tth Thomos Rd., L&esburq Flond<l.t. 32748
Phone: (904) 787-n66 Fax. lOO<<) 787-9329
'"
...
o
'"
IIol
~
Ilo
Grode
Oeloil PAGE 2 of 3
Scr~ It\l.
Cables typ
Set schedule.
.
25.
':=x
z'
III
Oeloi I 3 fyp.
PAGB 2 of J
TYPICAL ~SARD ROOF ELEVATION
.T.S,
Aluminum columns
Typ. See hilI, toble.
1)IIl
TYPICAL MANSARD ROOF ISOMETRIC
IU.S.
NOTES-
"w.. Screen panel spoconQ.
"Lo" MaximUm ~om SPOO "ithoullonee brote
odd lell9lh of hne. brace 10 span from spon
lobles.
"H"' Maximum \!pri\jhf heights.
.SW'" Side walls con oe framed
w,thOu' top beam and con be
smallest ulruslQIIS allowed ,n sporo
Iobln (mill 2"IZ..0.044.)
'fABLE 1 PG 1 of 1
3/4" mill. SpQelllC).
Cut fOl' plole camection
(plale lOSIdt beam)
NOTE' Screw pallern for
Ilta connectIOn usillg
notChed srrb WIll vary from
lhe shown some. no and
spacing oppl its,
ALL 'lfOIlIlATlO. AND DETAr LS CtlITAIUD O' THIS DRAWING IS THE
PPOPEllTY 01 LA.Run E. URlm AID /lAY ROT BE IlEPIlODUCf-D/COPIED.
01 USEII .. AI' /lAIIEll WITHOVT HIS HUTTEN PEMISStOH. UFOIlMTlOI
" lOT 'ALlD ..ntOVT rlr. BUUT"S IICUTVRE ARD EI'IDaSElI SEAL 01
A IIASua FILE rol't' BELOIClla TO THE PEIlSON USING A COPY 01 THIS.
Fasten S~Gj'"er 10 fosctO
Wllh V4 .111l ~ w/wosher
IIZ" F'VC SCH40
FERRELL ITYP)
3/S.1S.l..o9 wllh washer
aI eoch beom and one aI
eoch mid Spal,
'"12" cgnl~ along SuperGuller wjlh 1,1/4"
II-I/Z Ihru bolts Z o,c, nlo SuperG.Ater.
I/S.l Z"I' "onole chps w,Ih
1/4 "'hru bolls e<:dl side c:i beom
5MB <;ONNECTION TO SUPER GUTTER
Z.IZ"or ,.13"0C' '"15MB f'll~t.
2.1'.1 liS" ooqle eoch Side oNoch 10 po$Iand
coocrele In occoroonce w,th :chedul..
2- '8 each .ide into upright
NOTE' No fOO11llQ requreducepl when Qround
orourd Itl"UClln os shown adj.
'"IZ.o.b.
2500 psi COl'\e. (minI wllh
6ri.. 10alO welded WJ1\
POST TO CONCRETE DETAIL
12
Spoc'"9 12
6e<.m sel spoci
Beam sel spac.ng
Z"IZ"IIIS.
aogl. chp each
si<fe of uPCt9h1
and Z". Z" ..,'h
4 NOS SMSeo.
I~ eo, side,
Opllon to obeve
ooql\' use 4 N.
(lll SMS 01
IIllernol sa ew
bos ses 4 eo.
s'o. S lolJl.
Anocn lhe obe"1 L'. 10 fosclo IhrMh
s.G. wI Z 3/8 1095 eo. L 1M,' b.,..
Allo~h eo. onqle to 5.0. ~p w/3 N.S
1/2 5MS.
Add l"x2. onQle to brinQ ~ plumb.
2" S.MB.
1- U4x 2" SELl'
TAPPING AT 24" o. c.
o. c, boklnte of
2"x2" to S.;.
cooo~tlon ,
Super Wtler I? ~ otlOC~
fot wi I' 3/8 1S "wi V2 !lvC
locol' closer clips ferrel inSIde 2 x"
wher, des..ed 1f.I'!:,. S
. II, SMS 011-1/, oc.~ sd.
ALTERNATIVE SUPER GUITER
I/S"a'". Super Gulter Ow. L use 2 L 's/beom set OM
I L per mid span of Super-Gutter beoms ~ below. .
TO FASCIA
'"14 -;Y4.. 31~a
I/S"1Hl Lus. 2 LsI
bWll sel ond 'LI
rrtd, ~ c:i 1m, .,.
Locate closer
ch~ where
deSIred ~
N.S.I/'"
SMS all-Ill"
O,C. eo. s,<it,
, 3/4" fosclCl
Z".,".I/S" L cl1l eoch sid. of SM3 Alloch 1.14-Y4".3.looQlI/S.thk.
""th 4-"'.S.1/2 eochsid.. LttrQ0J9h S.Ci oll9le(lfreeded)()'l(jn'o
fascia w/2 3/8" ioQ$Vnn ,'bd!tset ~
d..1011 5.Ci.1O be 0".101 w/l- 3/8 109 44 o.t.
SElF MATING BEAM CONNECTION TO SLPERGUTTER
.- or 5- SUPER GUTTER
SPOCl/l9 n.
ANGLE LOCATION FOR 5" Sl.PER GUTTER REINFORCEMENT
Add,ltonol coble broci09
req.llrtd when screen IX)'leI
exceeds 300 sq. ft, oO:ldlOl'"d
I coble I oddlhoool ~ sq, ft.
'"14" suppo:t llISIins.
.c
~
Carrlei' coble
fastened per
rell\l~ ootes.
2"x2" with l.x2.
~rimeler member
ltyp, 011)
.
o
I
o:!
,
,
,
z".," wIth'".,.
01 corner end walls.
Z"12" r;t>OIr ";Ill
FRONT WALL, DOM:: ROOF, SCREEN ENCLOSURE
DATE
DESCRIPTION
,"
H
'1
,..
O,OS.woll
~"
3 TYPICAL CABLE CONNECTION AT SLAB
2 "a2. or smb.
5"
-1
2.x,.
N" 10 sms
s. SLPER GUTTER
,- 60" C p. or 5.1, for coble
letlSlon.
1750 lb. stomless steel cobl.
2 TWICAL CABLE COr-J\JECTION AT CORNER
~ Mnilum lltucbn footinq
'" . ~ p.s.l. CO'l<nte willi
.. .~: t' t, 5 blr tQnli"uals.
T ~ lIiL 2 tit oIf 9'Md.
OpIlaMl __It co, blodl or twidl. ___
I 14~tlll\~
RIDOON FOOTING FOR
SC1>.EEllBD Ell CLOSUP.ES
lluin.tn diI!.Ill~ n ~ b_'jll.
s . "". _
I'leCV.C 21...,."_3
.J 4 . .'re. _
EA eiDe Of' &N'l
....~.-
t(TO ~
IECY,C ;1\,.. ..
'" 3 'IS .~. eM$
~ aID!! Q' UAI1
NOTE I INCLINED FA5ClA 61HlLAR
TYPlCJJ. SL OK lDi B1.IJl . GUTl'EK CONNECTlON
~CT 1.)C~'
TO f-'O&T
VII %- '& )C I }1lll1S
CUT eEAl1
eEAM &IZE VARlE&
2- '6 )C~4. eM&
. 'IS It \. 5H& INTO eEAM
,. 2. )C ~. )C ~. )C 2" WIPE
,- '8 )C~4" eH& INTO POST
FOST
TYPICAL BEAll &c POST CONNECTIONS
Pan rrxJot!oChed WI1J1 N.1011/2.SMS at 6"0,c.
compQS/te P<J'lt1 1/4 5.5.1 ponel thickness. 1/2"
With wo3her 0Ild neoprene oos~el 24. o.c. pan.
Screen '001 beom and beom.
1/4" thru boll and
VZ. PVC FERRELL
aI Z4"oc:.~~,
~
Yanes
-i
I'OI"leS
LA WRENCE E. BENNETT
OVl ENGNEER a: DOOOPUENT CONSULTANT
P.O. BOX 4368 S. DAYTONA. Fl. 032121-4368
PHONE: (904) 253-9960
WHITE ALUMINUM
d.b.a.
Aluminum Building Systems
1107 N<tth Thomas Rd., Leesburq F1onda... 32748
Phone: (904) 787-n66 Fax. \9044) 187-9329
RE\1S1ONS
, " w at tomn and 4' Oll taW
.. . . . fIl tcIs and knodl ~l bloct lop tcIna
;,:, " ~ ~ willl;1OOO p,LL p.a rode; ,welt.
2 I 4 b<n. MiL 2 1 It" otf Jo.r4
JQi"KB MALL FOO'lIHG FOB SC1UlEXED E!lCLOSUllES
SLAB DETAILS ADDRESSING EROSION
FLAT SLOPE/NO FOOTING
0-2.112"
"I~
~ .1 tl..3t Bar conI.
MOOERATE SLOPE FOOTlNG
2""2"-1'-,0'
NOTE' F.ber mesh tone. does not
,equll" .~..re mesh
12I~
~~
la: . 1"..4 t Bar conI.
STEE:? SLOPE FOOTING
> 1'-10'
NOTE- All spons ond copocifies ore bo~d on wonl
CO)t 01 uplIft loads Wt lowi1chekrclliu.
STD MILL TOLERANCE APPLIES
VA - 000194
SEAL
~
!MY !l/IAII~ SPANS ~ ~ ~ tmIBER3 ALlIIIM 6063 T~ ALLOT
USING SCR.EElf PANEL WlDTIl 'II" FRat DRAWING SELECT SPAll ']," Off DRAWING
I\AllItRt SPAll "1."
TAllLIl 1&: ~~ [!IIG1I1] FOR ~ !~ ~ ~~M ~ r~ ~
fOR AJt&A3 SUBJE(;'1' TO IC! AND m4D LO~. SVCGESTED FOil AiXAS
N<iiru Q! TlIB LATIlWB"Q! JAC~IW, FL. - -
U3ING SCiEElI PANEL WlI1I1l 'II" FRat llIlAWlHG SELECT SPiJI 'L" ON DIlAWlHG
TAllLIllllAXIlfJK ~ FOR POOL ~ l'IEXIlDS ALlRIlHU/f 6063 T~ ALLOT
U31NG SCli:Ell PANEL VIm '1I" fIl(It llIlAllNG SEUX:T SPAll "L" ON DIlAWlNG
KAJ.I~ SPAll "L"
VIm 'W" · ~ i: ~ ~ !: ~ 2..:.
EXTllU3 IONS-
l"xl'xO.~~" 9'-~" 8'- 1" 7'-)" 6'- 7" 6'- I" 5'- 9" 5'- 5"
l'x1"xO.~~" 11'- 6" 10'-10" 9'- a" a'-11" a'- 1" 7'- a" "- 1"
rtAI.liUt SP AJI "],"
IIllTl11 'W" .
KiTRU310NS-
l"xl'xO.~~"
~ i: ~ ~ !: ~ 2..:.
6'-10" 5'-11" 5'-~" ~'-10" ~'- 6" ~,_ 1" )'-U"
JIDTll 'W" .
EXTR\J3 IONS-
l"x1"xO.~~"
~ i: ~ ~ !: ~ 2..:.
6'- 1" 5'-)" ~'-10" ~'-)" ~'- I" )'-'" )'-~"
l"xl.xO.~~"
9'- 1" 7'-11" 1'- I" 6'.6" 6'- 0" 5'- 7" 5'- 3"
1"x1'xO.05"
1)'- 6" 11'- 9" 10'- 7" 9'- 8" 9'- 0" 8'- 5" 1'-11"
1"x1'xO.~~"
8'- 3" 7'-]" 6'-)" 5'-11" )'- 6" 6'- 1" ~'-10"
1"x3.xO.05" OR 1"x1"10.093"
1'x1'xO.05" 011 1"x]"10.093"
l"x)'xO.05" 011 1"xl"10.093"
16'-11" 1~'- 9" 13'- 3" 11'- 1" 11'-)" 10'- 1" 10'- 0"
SEU' /lATING BEAMS
1.x~.xo.o<<"io.li"
27'-~" 13'-10" 11'-~" 19'- 7" 18'- 1" 1"- 0" 16'- 0"
11'- 1" 10'- I" 9'- 0" .'- 3" 1'-." "- 1" 6'- 9"
11'-10" 11'- 1" 9'-11" 9'- I" .'-)" "-10" 7'-)"
S EU' /IA TI NG BEAMS
1"x~"xo.~~"iO,11" 20'- 6" 17'- 9" 15'-11. 1~'- 6" 13'.)" 11'- 6" 11'-10"
1"15"xO.05xO.l1" 1)'- 1" 20'-10' 18'-10" 17'- 6" 16'-~" 1~'- 5" 13'- 9"
l'15'xO.05xO.l1"
33'- 6" 19'- 9" 27'-11" 1)'- I" 1)'- 7" 21'. 5" 21'- 5"
SELl /lAtING BEAMS
i"~'iO:04~"xO,11" 18'- 6" 16'- I" 1~'- 6" 1)'- J" 11'- 3" 11'-'" 10'-11"
1"x5'xO.05xO.l1" 21'-11" 19'- I" 11'- I" 1)'-." 1~'- 6" 1)'-'" 11'. 9"
1"x6.xO.05xO, 11" 2.'- 6" 1~'- 8" 21'. I" 20'- 1" 1.'-." 11'- 5" 16'-)"
1"x7"xO.05xO, 11" Jl'. 1" 27'- 1" 1~'-)" 21'. I" 20'- 6" 19'- 1" 18'- I"
1.16'xO.05xO.l1" 25'- 9" 21'-)" 20'- 0" 1.'-~" 17'. 0" 15'-11" 15'- I"
1"16"xO.05xO.11"
37'- 6' 31'- 6" 19'- 9" 27'- 0" 2)'- I" 23'- 6" 21'- 1"
1"x7"xO.05xO,11"
1.18.XO~07XO.21"
18'-]" 1~'- 1" 21'- 0" 20'- 1" 18'-." 17'- 6" 16'- 6"
1"x8.xO.07xO.21"
~2'.)" 36'- 8" 31'- I" 30'- 0" 27'- 9' 2)'-11" 1~'-)"
1"x7"xO.05xO.11"
~'- 9" ]5'-11" 31'- 3" 29'- 1" 27'- 5" 16'- I" 1\'-)"
38'- 1" 33'-)" 19'-11" 27'-~" 25'.~" 1)'- 9" 21'- 5"
1"19"xO.07xO.21"
~5'-11" 39'-10" ]5'- 7" 31'. 6" 30'-11" 28'- 1" 26'- 6"
1"x9'xO.07xO.21"
~1'-)' 36'- I" 31'-)" 29'- 1" 27'- 6" 25'- 9" 1~'-)"
1.x9"xO.07xO.21" 51'- 0" ~~'- l' 39'- 6" )6'. 0" 33'-~" 31'-)" 29'-)"
1"x8'xO.07xO.22"
)5'- 3" 43'- O' ~3'-)" 39'- 9" 36'- I" 35'-~" ~'- 8"
1"19'xO.07xO.21"
~5'-11" ~'- 0" 35'- 5" 32'-1.1" 30'- 6" 18'- 6" 28'- 6"
SNAP EXTIIUS IONS
~.iO:04~ 10'- 6" 9'- I" 8'- 1" 7'- 5" 6'-10" 6'- 5" 6'- I"
1"x9'xO.07xO.21"
59'-10" 51'-10" ~'- 9" ~1'-11" 39'-11" 37'- 6" 35'- 5"
SNAP KXTRI.ISIONS
1.x2"xO.~,'-
9'- 6" 8'- 3" 1'-)" 6'-9" 6'- 3" 5'-11" )'- 6"
1.x3"xO.~5" 13'-10" 11'- O' 10'- 8" 9'. 7" 9'- 0" .'_)" 8'- 0"
1.x9"xO.07xO.31"
66'- 5' 58'. 1" 51'-~" ~8'- 0" '~'- 1" ~1'-10" ~'. I"
SNAP KXTRI.ISIONS
l"x1"io.~~" 1~'- 0" 11'. 3" 10'-11" 10'- 0" 9'- 1" 8'- 8" 8'- 1"
l'x3"xO.~)" '18'- 5" 16'- I" 1~'.)" 13'- 1" 11'- 3" 11'-)" 10'-10"
1.x3"xO.~)"
11'- 6" 10'-10" 9'- 9" .'-11" 8'- 3" "- 9" "- 3"
1"1~.xO.~)" 11'- 5" 15'- 1" 13'- 6" 11'- 3" 11'-~" 10'- 8" 10'- 0"
1":r.~"xO.~5"
17'- a" 15'- ,. 1)'.9" 11'- '1" 11'- 8" 10'-11" 10'-~"
1"x6"xO.06-4"
28'. 6" 1~'- 8" 22'. I" 20'- 1" 1.'- 8" 17'- 5" 16'- 5"
2"x6'xO.06-4"
25'-." 21'- 5" ;to'- I" 18'- ,~" 17'- 0" 15'-11" 15'- 5"
1"x7.xO.078"
33'- I" 28'- 8" 25'- 8" 23'. 5" 21'- 8" 20'- 3" 19'- I"
1"x'.xO.078",
29'-U" :16'.0" 23'-~" 21'- ,~" 19'- g" 18'- 6" 1"- g"
DOES NOT IliCWDI LEHrnl 01 ~EI BJlACI, ADD VERTICAL UHrn 01 ~u WCB
TO ABOVE HlIGm roa TOTAl. HlIGHT,
1"x~.xO.~5" 2)'. 2" 20'. 0" 18'- I" 16'- 6" 15'- 3" 1~'-~" 1)'- 6"
DOES NOT INCLUDI LDGHT 01 KKElllllACI, ADD OOIlZOOAlL LEllGTlI 01 UElllIACI
TO AIlOVJ HlI GIIT3 F<a MAl. SPAll,
2'16'xO.06-4" 37'. 2" 31'-10" 29'. 6" 27'- 0" 25'- 1" 1)'.6" 21'. 2"
2"x7"xO.078" ~3'- 1" 37'. 9" 34'- 0" 31'- 2" 29'- 0" 27'- 2" 1S'. 8"
TAIlLIl ): 111111""'" , SODS FOil COllXECTING BEAHS TO UPRlG11T3
AWiiiMt 606J ALLOT T~
DOES NOT 11lCWDI LEllGRT or D"EI mtACI, ADD OOIll.OltTAI. 1.ElfliI1I or ~a lIIACl
1'0 AllOVI SP AIlS ro. MAl. S1' AJI,
BEAll S 17.1
1"x ]"
1"x ~"
1.x 5"
1.x 6"
2'x 1"
1"x 8"
1.& 9-
111M, UPRIGHT SUB IUJI.
1.x ]" ~
1.x 3" 5
l"x )" 6
1"x ~" 8
l"x ~" 11
1"x ~" 1~
l"x )" 16
, SILl or SCREWS REQ'Do
, 10 x 1{1" IXMlLl SHEAR
, lOx 1{1' OOUBLI SHEAR
, 10 x 1{1" IXMlLl SHEAR
, 10 :It 1{1" OOUBLI SREAR
, 10 x 1{1" IXMlLl SHEAR
, 10 x 1{1" IXMlLl SHEAR
, 10 x 1/1" DOUBLJ SHEAR
o RITEll3 TO l1011J SIDES OF TIll! CONNECTION 01 THE BEAll .. UPRIGH1'
TABLI ~: IIIUIMt SUES fOR POOL pI~ UiKI ~CES
- - AHD ANcooiiiiG fiQ'D ALU!lIIIU1t 606] T~ ALLOT
BRACI L.
ElTIl\J3IOM
ANCUOII SYSTDt
0'- 1'- 6"
1.x l'X O.Cl'I~"
1" H-aA!lXEL VI 31 101 1/1" EA. SIDI
2" H-aA!lXEL VI 31 101 1/1" EA, SIDI
HOTCH SIlB OVER BEAll " UPR 1 GIrl' . sa
TAIlLIl ] FO.R '/& SILl or scn:vs
HOTCH SIlB OVER BEAll " UPRl GIlT. SEll
TABl.I 3 FOR ,,& SILl or scn:vs
1'0- 3'- 6"
l"x )'X 0.050"
1'0- ~'. 6"
1.x ~'X o.~~" x 0.12"
1'0- )'. 6"
l"x 6"1 O.Cl'I~" x 0.11'
STD MILL TOLERANCE APPLIES
VA - 000194
NOTE' All SPO,!'; n.;..p copoc,t,u ore bo~d on WO'"
cose of u ,f. loads due 10 wrod ve/(,(,IJes.
/ /
DRAM4: Ib 1/ ~ ~l' ~EET I
CHECKED: lfB j ,/;
SCALE: Yt I tv I 3
DATE: 6/18/~ (j IJj
.100#
SEAL
(f'3
DATt
DESffilPTlON
LA WRENCE E. B:NNETT
QVl ENGNEER " DEVaOPMENT CONSlJLTMH
P.O. BOX 4368 S. DAYTONA, Fl. J2121-4.368
PHONE: (904) 253-9960
WHITE ALUMINUM
d,b.a.
Aluminum Building Systems
1107 N<tih Thomos Rd., Leesburq, Aorld<l.t, 32748
Phone: (904) 787-nS6 Fax. 19O<<) 787-9329
RE\1S1ONS
~
~ JIIa!Q't) fIOR
20 If. )0 ~ or C2 (top,),?, ~ T'Y1"'!! ;,,:..;;' .~-~
/" 'LFOU
~ ~;-~I".I".~'J"VV //V
1 ~ h ~ . '--. A~'" ,. , ,. ,-.."" '/
i~~~y r' "-
:.a~g ~ /- ,
~ 1! ~ '/ rIOx2oce(t~~ I " \
I ~r '/ /V/ y" "~I\.. "
1 L-ot.J>C.CW;L ~ eRACNi ~G'O UJ.EN F~10e-....J V
HOT A'T1' AO-EO TO EXl6TN:i &TRJCT\JRE "-...... l~
R"lClNT WAU. POST · eEAI'1 &PACING . '~6
F='l..AN ~ ~ ~
I"'OST 6P~ . eEAM !PAN <q'~
20 x 3. e6 0(' C2~ t
~R RAI1.? ~ --cAe1.E eRACE ill
e.EE OET All.
1/
-",-_.' -'~-_.'-- -_'_--,-~-q_._-~._~---~-,._,~-,,-~ ~_. ... - .._~._----
I~ g , I
PL.AN YlEUJ
30)( "'. )( i. 'rn'K l'lllll "'-"Ie ltJuo ~
EA 5/0E lI.I-EN ~G'D - 6EE TAeU: 2 FOR t vAU!E&
, A.. t1lN, EYE-eo!. T Nlc::xa. I'"I...ATEO I/J/ tM& . ~
~ - 20 X 3. X ~o 55 CN' CE
~:e.eE TAel.E 2 FaR REa'O
MINI/'U1 5:RVfCE LOAO RA T~
Of' CAeL.E . ~.,...
~- CHAtRRAI1.
I"'OST ~"hl~. ~T_"'"
EMa EXP. eo!. ~ /
. 2"'. O. eo
... ~'-" ,C.r )...".':0'.' . t-
O'.f'l. o. ;.:;,:,,;-:;r.,.:I.,91;;--
II ~'o./ ,~,~"U'.:O:o:"
T I I GAL v &AODLE: 7
~I 1IlI2-~","."lrt4' l".lf.'~.
(~ 00 EMa. EXP. eo!. ~ B1a EXP. eo!. 1'&
. I AI.. TET"NA TE
n~J~o..'.o?:~.~: J ~
..:.....0 .o~,
- CAeLE L~ AAOlJ.lD
&eCTI~ A-A ua/l-~&". It I ~.
EMa. EXP. 601.1'& ,'~' . ,~.. : ot,o r.
o. ...O'!....''''..O...:.i.
.~. .'. f",!." . "..:.(J
AI.. T'ER-lA TE
CABLE BRACING
BRACING TABLES
r
~
J/
1/ ,. )( 2. ~ e.ACl<.
K.eRAClNG IaEN REG'D
8'l'" L.0CAl. 0R0HANCl! ea: DI!T AIL..
&10l! tl!A.I I YlEIJ _ ~ I!NO.~
PL..A T ~0Ci/I
I"'OST 6P AClHCi . eEAM 6P AN
1.-"-': :-;;:~.-- --I
, ~.5 '\ ~ EAvt: rw'i>. /
. ~ ?- ~. CHA:R RAIL- 7' ,/-<--
!~)~ ~/
II . \.,. It 2' OPEN eACX
r.. K-eRAC>>:i II.H:H ~G'O
B'l'" LOCAl. ~1NANc::E e.a: DETAIL
&I!';lIIllW.!. Yn!lIJ . ~ ~
tUeUI ROG.1I
II~ a .
PL.AN YlEUJ
3. x ~. )( t Tl-1'K ft I/J/ "'-"Ie x31.4. 5/'15
EA SIDE llJ..iCN REGP . ace TABLE 2 FOR t VALUES
/"~". t11N. E'TE.OOLT NJCKEL. I"'\..ATED lAI NJTS . ~~
~ttl_20 X 3' X~. S5 or CE
~.: 6EE TAeLE 2 FaR REG'O
MJNlI"'U'1 5:RVfC2 LOAD RATII'~
Of' CAeL.E 4 Ae6El"1eI- 'l'" .
~- . CHAIR RAIL. SlJ.LAGFP
1.1. t1R-L 'TtlFiN6lJCI<LE
,...
T
~F05.T-
l~.. x 1 ~" 6' .....
EMB. EXP. eo!.. T5 ~
. 2"'" o. c:. ~ '=<
1-'.Il<.'l'!':~. +....... + IJ:O .;.
. ~O. 0:'
T L 2. )( 2. X 1/.,' )( "'.....~.....: ....l".. ... . ..'.
..+- . '" I, . - A
1"IIJ)( 4~)( .e')62. 1'1-1'K riL I I/J/ 2-1.1 · It I ~ .~'A.h I~.
I II ~ ' b -, EMa. EXP. eo!. 1$ EMB. EXP. eo!. T5
,1'\ 1~:7& ~ -
P"06T :.l..: ll!:.j? "'"2' )( 2' x ~. ~: . . ~~. It 6. )(~. It or--..... ~
GvT c.,;; '4'. )( 114. EMe.lEXP. eot.T ~l 0... ..0.: ~,~: 2" x 2' It 1/&. ~ "'. , "-
-.;;J I _ 0Tt4ER5 &pACE::). 24' o. c:. . , 0 . .o~ ua/2- y",.. It 114" T............
ro <).': ,'O~Q. ~O.t' ~CTI~ A.A EMe. EXP. eot.~ ';'~~o..o.~i'~J::9~.
II "0' .' '\" ... -c:;a.lC. '&EE!T~IFOR .O.:..O.-!',,-/,Q,..:.c
~ ~a'O~rr
~ a= ...., )(~" eMS At. ~TE
K - BRACING
1 I 1
fDO&T----~ ",.)( ",.)(.e')62 ,e
~. eO'
& ~ 2' )( 2. x ~.
I ~ ~
2' )( 2' x ~" ," W x 5>. ~ )( ~62. Tl4'K ~
, =I~ ><AI" ____ @.~ ,,\ ~ "
[ , -
2" )( 20 x ~44.
~~III_P\OST
~ ~
ti i~
; ..
j ~~
! ~
,.,
TABU: 1
USE FRONT VALL VIDTH ....HEN DETERMINING No. Of' SMS
f1JR THE SIDE VALL K-BRACING -
USE SIDe: IJALL IJIDTH VHEN DETERMINING No. Of" SHS
FOR THE FRONT Qnd/o~ BACK VALL K-BRACING
~ No. 0' 110 )( ~ SMS REQUIRED
'J1llTH . (A) (B) (C) (Dj
2~ 2 2 . 2
~ 22. 2
~ 346 2
~ 4 ~ 8 3
W 6 7 ~ 3
. MAXIMUM FRONT ....ALI.. I-UGfT s 10'-0'
POST 6PAClNG . eeAM 6PAH
"
~-=- "),
~ ef
~:~
'> ~ A~
/. '/0 X ii MANSARD ~
+.... +....~... U6E2.x2.x~"Pe
0.. CI... lAI 2 1'",.. Tl-lf;CU eo!. 1'&
~ ~/1 eEAENC
~ " ~ ~Ori~L..A
L ~2' x,. SS CN' Cl! -er
lIRGNT WAU.
D~ eRAClNG . ..
ADJACENT TO ~ ~;r-r-:
p;:ea'D e EA ENe
c:::F F'I"!C'NT lLlAU.. 6EE TABU! eaow I
FOR MANe.AA.D ~ FOR I"EG'D GlJANTrrr I
a=~)(~'~
[
CAeLE eRAa!.
ee OET All.
E)
2
2
2
3
3
o
!II SX
~ !.2
j ,~
!
,. iC,. ee lor CE~ ~ '"
~ EA"1!~ I /
CHAlRl'WL-f-7'/~
!/
. ee: eI-eET 2 TO DE1'EFiS'11NE
fa. DI~ ROOF 6RACINGI
... f'EGI.HREO
PS'1" AIL. A
/
~
JA' ,.,
~_ \.1" x 2" 0I"'fiN e.AGK
K~ llIEN I'lEG'O
1S'l'" L.OCAL. CIFlC~ 6EE OET AI1.
~ Il.l.AJ.J. YIIS\I . e.cm:!SN ~
I"\AN6.IRt) R~
. NDID K-BRAa; cr CABLE BRACE
tm REWlRED
\iI-€H [)(D POST
IS flJM.. 'f A TT AOD TO
114 EXISTnG ~
GAeLE eRACE ·
ea: oeT AIL.
"
.
No. OF' .10 )(
~ ' SHS RE~lJIRED
2
4
5
7
9
VALL vmTH
20'
.30'
~'
50"
50'
VA - 000194
DIAGONAL ROOF BRACING
I DATE I
LA WRENCE E. BENNETT
ova. ENQHEER & DOOOPlAENT CONSULTANT
P.O. BOX 4368 S. DAYTONA, FL J2121-4368
PHONE: (9(4) 253-.9960
WHITE ALUMINUM
db.a.
Aluminum ~ilding Systems
1107 Na1h Thomos Rd.. L&esburq, Aorid<1.t. 327-48
POOle: (904) 7Pil-nS6 Fax. (90-<<) 787-9329
DESCRJPTION
.. R:~SlONS
..
TABtL 2
~se: FRONT ....ALL \lIDTH \lHEN SIZING CABLES
f1JR THE SIDe: \lALLS .
USE SIDE ....ALL IJIDTH ....HEN SIZING CABLES
fOR THE FRONT ~nd/o~ BACK ....ALL.S
MAXIMUM REQ'D HINIHUH SERVICE SIDE PLAn: HINlHUH
IJALL LOAD RATING Of" THICKNESS CABU:
\flDTH · CABLE" ASSEHBL Y t SIZE ...
25' 860 lbs NOT REQ'D
30' 1035 lbs
W 1379 lbs
SO' 172-4 lbs 0.093'
60' 2069 lbs OJ.25'
.. HORe: THNof ONE CABLE: HAY BE UTILIZED TO
PROVroe: THE REQUIRED SERVICE L..llAIl RArING
... sa GENERAL NOTES
Ya'
0.062.
~6 '
Y..
NOTE- All ,pons and CapoCttI.S ore bo~d OI'IwOnl
COM of upllf1 ~s 0... 10 w<<lyelt-elhU,
~~p~:~a~;T~:R~::'E I>f,A ~~R~T~~~@[I> fN H~I:r.D::::~~:D~~PIlll.
01 USED .. A.' PlAUla _.TIIOIlT HII . IljTt:Il tl/lllISSIliR. I.,OaMtlPR
11 HOT 'ALIO 'ITHOVT Plr. 1I"'.nT.;.:J.S~1~ATUU AU ElIBOIU .1101. 011
A Il.U'nI fiLl CoPT IUO.GIRO TO l'jIM. ,ne A ~ 0' ",11I.
/ / d. ~ ~. 9iEET I
CHECKED: llB /AJ1 A /1 jt!
SCAlE: 1ft...1' 11ftV" ~ " 3 a
DATE: 6/18/9~j'; 3
..tOO # Ii SEAL Cf
'J
DRAWN: lb
_.... ___.___... __...._.....,________...~ _.___~__...... .O-~.....__,_._~_._~.._~_....,._.~ ......_..._._____
"H"
I
Upright heights
L
"H" Upright heights
J L
DATE
~ ~ ~~.
~ S~ \~c;)d- ~
I(~ +~ ~?> ~&.
cl- c,(j r:;..\$
~$l ~~
S
"L"
Varies no mox. Elev, slob or on
~~
DESCRIPTION
RE\1S1ONS
VARIES
"W'
3 - 1/4" x 4" lag bolts with 1 1/4"
fender ""oshers per 4' ponel ocross
the front and 24" 0,0. aloog sides
or # 10 x 4. screws 0 12" o,c. (4)
J" structural insulated aluminum
roof (wa1l<-OO) or .~/ x '2" panel.
Side wall header attached to
'" x 2" X ,0441' a.b, with min.
2 , 10 x " s'!m.s.
,. x 2. X ,044" open bock
attached to hnt post with
"0 x 2. s,m.s. mox. 6. from
each purlin and! 24" o.c.
Side wall purlins aUached to
,. x 2. open b,ock with min.
2 /10 x ,. s.rm,s. in screw
bosses or altermote .L' clip.
2. x 't, 2' x]", J" x 2"
hollow, ~ sp<an tables posts.
Front and side tbottom roils attachPJ
to concrete with'! 2 1/4. x 1/4.
Thunderbolt in c~oncrete or
3. 110 screw ilnto wood.
TABLE 1 MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS & CARPORTS
OPEN-BUILDING SPAN USE "A"~ AS SHOWN ON DRAWINGS READ SPAN BELOW
~1~tll~1~~tl ~11QX l1Q~ ~-2~ ~l~ltl~tl l~LQQQ ~~1 Xl~1Q ~!g~~Q!~
PAN SIZB MAXIMUM SPANS FOR LOADS & O.H. SPECIFIED
3,0"X 12"X 0.026 NO O.H. I' O.H. 2' O.H.
-Ioo-MPH-w.-[OAn 13'--6" 13'--8" 14'--1"--
11 0 MPH W. LOAD 12' - 3" 12' - 5" 12' -11 "
120 MPH W. LOAD 11 '- 4" 11 '- 5" 12 '- 0"
3.0"X 12"X 0.032
-IOO-MPH-W.-ioAD
110 MPH W. LOAD
120 MPH W. LOAD
15'- .1"
13'- 9"
12'- 8"
15'- 3"
13'-10"
12'-10"
15'- 7"
14'- 4"
13'- 4"
NOTE: 0.026" PANS WITH SPANS GREATER THAN 10' SHALL BB SLOPED AT A
MINIMUM OF 3/4" PER FT.
STANDARD MILL TOLERANCES APPLY
Washer
/ s.. roof spon'
. " :..1,'
.~ ','
"
',>, "
: / '.' . :'. "
. .' ',. .'
" ,,'
" ,.'
, "
. .
. '.
~ " . ..' ..
"
Table <\
T Wical fasten ing detail
2. x 2" or 2" x ':l" walls
for 9Ioss,~r;, cen or
vin ~ r 0<>',', s,
2"/ i. 2" x 0,044"
L' x 3" x 0.050"
~,
Alternate'L' clip, _~
r~
2.0.
~
'. '. . '
. " .
" '.
. . ,,'.
" '..'
\. ..' ," .
..y
x
'<
N
2x_
1/4" \09 bolts in wood deck.
\
1x___
~
" 1/4" log bolts in wood deck.
T~BlE 2: M~X, FRONT W~ll BE~M SP~NS SCREEN & Gl~SS ROOMS
6063 T-6 ALLOY
FOR SPAN= L ON DRAWING USE LARGER OF: "A"=S/2 + OVERHANG OR S/2
BEAM SIZE EXAMPLE: FOR "A"=S' + ,'=6' GO TO 6' WIDTH "A"
WIDTH "A" lOa MPH W. lOAD 110 MPH W. LOAD 120 MPH W. lOAD*
2"X 2"X 0,04" EXT
S' 6' 7"
6'EXAMPLE: L= 6'0"
7' 5' 7"
8' 5'2"
9' 4' 11"
'0' 4' 8"
3"X 2"X 0.05" EXT
5' 7' 9"
6' 7' 0"
7' 6' 6"
8' 6' ,"
9' 5' 9"
, 0' 5 ' 5"
6'0"
5'6"
5' '"
4' 9":
4161t
4' 3"
STA MILL
7'0"
6'5"
5' , , "
5' 7"
5'3"
5'0"
TOLERANCES
APPLY
LAWRENCE E. BENNETT
OVl ENGHEER &: DEm.OPMENT CONSULTANT
P.O. BOX 4J68 S. DAYTONA, fl. 32121-4368
PHONE: (904) 253-9960
WHIT~ ALUMINUM
d.b.a"
Aluminum Building Systems
1107 Ncrlh Thomas Rd" L&esburg Aorid<l.t. 3274-8
Phone: (904) 787- n66 Fax. (904) 787-9329
SCREEN, GLASS
AND VINYL ROOMS
5'7"
5'5"
4'8"
4'5"
4'2"
3' , '"
6'6"
5' , ,"
5'6"
5'2"
4' 10"
4'6"
SEAL
1
fF 2
Header span.
See Tobie 2
1" x 2" x .044" open bock attacl1ed
to front post with #10 x 2" 3.m,s,
max, 6" from each purlin 24" c.c.
Front and side bottom rans
attached to concrete with min.
1/4" x 2 1/4" masonry T bolt
or TAPCON style at 6" from
each post and 24" o.c. max.
and fasteners placed a min.
1" from edge of concrete.
3 - '/4" x 4" log bolts with
1 1/4 fender ~shers per
,
4 panel across the front
and 24" on center along
the sides. (Walk on) J ~
2" x 2" ; 2" x 3" ~
h<lllow see span
table header.
Choir rai and k.p,
2" x 2" x ,0<<"
hollow raa.
Post ottached to bottom
with min. 2 110 x 1"
suew bosses.
1/4" x 2 1/4" T-bolt 24" o.c.
and wilhin 6" each upright
or # 10 TAPCON st~e screw.
Side woll header atlached to
1" x 2" x .0<<" or better with
min. 2 #10 x ," s.m.s.
Side woll purlins ottached to
1" x 2" open bacK.vith min.
2 , '0 x 1" 3.m,s. in
screw bosses or alternate
'L' clip,
TYPICAL UPRIGHT DETAIL
" "
3" structural insulated
aluminum roof (walk-on).
or J" x 12" paneL
Header attached to post
with min. 2 # 10 x 1"
in screw bosses,
. " ',,":.'
....
'. "
" ',.
,'. ':.',
1" x 2" x ,04+" open back
bottom rail.
No, B x 1/2' (3 per panel)
60' max,
2" x 6' g,m.b, header
Alternative Beam Support
/
-
><
""
Receiving channel 6 No. 8 x 1/2"
to stud 8 No, 8 x 1/2" to beam
No, 8 x 1/2"
(3 per panel)
1" x 2,125" x 1" x ,040"
./ receiving ch<mnel
12.125' -l/ each side,
~ Attach channels to
. existing 2' x 2" post
...-
-L
o
o
o
o
1-rJ
1:::1
Iv;
>< =
""~
Existing 2" x 2" x ,044"
upri~l
------ \
Mndow fraIM.
CONVERSION DETAIL TWO
Beam support
studs twicol.
2" x 2" , 2" x 3" or J" x 2"
hollow. See span tables.
No, a x 1/2"
24" o,c,
>< >< ><
N
Purlins attached to posts
with 'U' cl1annel or alternate
'L' dip,
LA WRENCE E. BENNETT
QVl ENGNEER &c DEm.OP!.4ENT CONSULTANT
P.O. BOX ~8 S. DAYTONA, Fl. J2121-4.J68
PHONE: (904) 253-9960
FRAMING DETAILS
TABLE 3 MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS & CARPORTS
OPEN-BUILDING SPAN USE "A"= AS SHOWN ON DRAWINGS READ SPAN BELOW
NOTES: 1. GLASS ROOMS: THE ADDITION OF THE ALUMINUM WINDOW FRAME AND
THE STRUCTURAL SUPPORT ADDED TO THE UPRIGHT BY WINDOW AND
DOOR FRAMES ALLOWS GLASS ROOMS TO BE FRAMED USING MINIMUM
UPRIGHT AND WINDOW BOTTOM SUPPORT OR 2"x 2"x 0.044" EXTRUSION
FOR THE FRONT WALL BEAM AND UPRIGHTS AS SHOWN ON THE CORRE-
SPONDING DRAWINGS AND RELATED TABLES. .
ADDITIONAL 2"x 2"x 0.044" STUBS SHALL BE ADDED UNDER THE
WINDOW SUPPORT RAIL.
2. VINYL ROOMS: THE SAME STRUCTURAL LOADING AS SCREEN ROOMS
APPLIES, LIKE SCREEN, THE VINYL WILL BLOW OUT AT WIND
VELOCITY OF 65 TO 70 M.P..H.
M,!it!!r!!r!1lr:'! ~gQX .J'!Q~ !:!=.H !1!!!!t!11t! l!hQQQ ~~! n~1g ~IB~!'!!!!!:!
PAN SIZE MAXI~M SPANS FOR LOADS & O.H. SPECIFIED
3,0"X 12"X 0.026 NO' O.H. l' O.H, 2' O.H.
-100- MPin~. LOAD 13'- 6" 13 '- B" 14 ' - -p-
lIO MPH W. LOAD 12' - 3" 12'- 5" 12'-11"
120 MPH W. LOAD 11 '- 4" 11 '- 5" 12 '- 0"
3.0"X 12"X 0.032
-1oo-MPlrii. LOAD
110 MPH W. LOAD
120 MPH W. LOAD
~
~ u---~
~.::E.,.___~
'. . ,> ~:.~-:~. ';:".': ~'".~. .~.~~ .;:.'
'. ~ :.;. '.~' .~: .',.> "
" '.
DATE
DESCRIPTION
RE\1Sl00S
TYPICAL CORNER DETAIL
15 '- 1"
13'- 9"
12'- 6"
15'- 3"
13'-10"
12'-10"
15'- 7"
14'- 4" .
13'- 4"
i:3
:::I
t;
>< =
"" ~
CONVERSION DETAIL ONE
SCREEN ROOM TO GLASS ROOM
CONVERSION DETAIL
:r~~1~ !! MAX. ROOF PAN SPANS FOR GLASS ROOMS
OPEN BUILDING SPAN USE "A"= AS SHOWN ON DRAWINGS READ SPAN BELOW
~1!it!1r!!~!it! ~110Y 31Q~ ~=l~ MIr!!~~ l~~QQQ ~~! YI~1g ~Igg~!!Itl
PAN SIZE MAXIMUM SPANS FOR LOADS & O.H. SPECIFIED
3.0"X 12"X 0.026 NO O.H. I' D.H. 2' O.H.
-1oo-MPlrii. LOAD 13'- 6" 13'- 6" 14'- -1"-
110 MPH W. LOAD 12 '- 3" 12 '- 5" 12 ' -11 "
120 MPH W. LOAD 11 '- 4" 11 '- 5" 12' - 0"
3.0"X 12"X 0.032
-1ao-MPH-ii. LOAD
110 MPH W. LOAD
120 MPH W. LOAD
15'- 1"
13'- 9"
12'- 6"
15'- 7"
14'- 4"
13'- 4"
15'- 3"
13'-10"
12'-10"
NOTE: 0.026" PANS WITH SPANS GREATBR THAN 10' SHALL 'BE SLOPED AT
MINIMUM OF 3/4" PER FT. /'
NOTE: 0.026" PANS Wlm SPANS GREATER THAN 10' SHALL BE SLOPED AT A
MINIMUM OF 3/4" PER FT.
STA MILL TOLERANCES APPLY
WHITE ALUMINUM
d.b.a"
Aluminum BtJilding Systems
1107 N<t1h Thomos Rd., Leesburq F1orid~ 3274-8
Phone: (904) 7~-n66 Fax. 1904) 787-9329
SCREEN, GLASS
AND VINYL ROOMS
2