HomeMy WebLinkAbout94-4312
-"
BUILDING PERMIT
Permit ~
C;TY OF ZEPHYRHILLS
(813) 788-6611
4312~
?tJ, 01)
Date
9-:2(J~'1L/
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
~'~~
Property Owner: ~
Job Adde... . ~ Y' 2' - -~ . - - qr' .~i?< t...,." <1
Parcell.D. # ..3 4b -..2/ /- 000 - '7
Rad:/:: 9' L~ .
--i ~ . 4- V/t>evJ'7!-c~ ,
./ - V'
Water Conn:
Water Meter:
T.I.F.'s:
Zoning:
Energy Code:
C./l~~ ~~#1
~~~
Description of Work
~ e '/.;] if'; /3
FINAL I) - C> ~ ~ 9.!f
NO OCCUPANCY BEFORE C.O.
DATE
Complete Plans. Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordar'2'e with City Codes and Ordinances.
DATE
Inspector
City License Registration #
State Certified License#
~/o
permi~F ~,---2k
S;g"atuP->><<A-_94-- ~~-<.
Comp n __
Address
Telephone#
Valuation or
Contract Price
/ I. CJI!7J. u7)
-
ELECTRICAL
PLUMBING
MECHANICAL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
FRM.
Insul. CL
WL
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway JO-Zl~ f,~
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.001 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.
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APPLICATION FOR PERKlT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
OWNER'S NAtIK
PARK PT,Ar.F.
PHONE ( A 1 ':l) 65 3 - 4 2 7 5
OWNER'S ADDRESS 5012 Lemon Street, Tampa, Florida 33609
JOB ADDRESS t/it174, ~ Ridqe, Ridqeway Drive
LEGAL DESCRIPTION: I.OT(S)
74,
BLOCK
SUBDIVISION Zefer Ridae
PARCEL LD.'
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:--X.-New Construction --.-J\ddition --.-J\lteration ~epair --Llnstall
_Sign
--1fove
_DeIIOlish
PROPOSED USE: -X-Single F_ily
~/F _' of Units ~/B
_ec-ercial
_Indust. _Swiat Pool _Other
~estaurant & Health Depar~ent Approval
DESCRIPTION OF WORK: Carport , screen room, utility shed, concretp drivPwrlY, wrllk
steps and skirting.
BUILDING SIZE: 7 A X S R , 1624 Square Feet, 8 ft. Height
RESIDENTIAL: ATrACH (2) PLOT PLANS & (2) SETS OF BUlIJ)ING PLANS & (1) SET ENERGY FORMS.
COHKERCIAL: ATrACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FOBMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERKlTS REOUESTED
.1L-BUILDING
$
Valuation of Total Construction
_ELECTRICAL
AIIP Service
Florida Power Corp.
W.R.E.C.
~
----1IECllAlfICAL
$
Valuation of Mechanical Installation
_PLutlBING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: ----"lock _Fr_e _Steel
x
Other
FINISHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA? ..L-
YES NO
..........................................
(to(frR4C'JOR SECTION
. I
BUIWER
~ANr ZECHIEL ASSOCIATES, INC.
State Gert.. or Regist. . CGC .011072
City License Registration . ;)..J 0
..........................................
SianAture
COMPANY
State Cert. or Regist. .
City License Registration .
..........................................
PLutlBER
COMPANY
State Cert. or Regist. .
City License Registration .
..........................................
Signature
HEGDAHlGAL
Signature
COMPANY
State Cert. or Regist. .
City License Registration f
..........................................
APPLICATION APPROVED BY
2Zv(j
. /'
COMPANY ZECHIEL ASSOCIATES, INC.
State Cert. or Regist. . CGC 011072
City License Registration .
..........................................
1
?J1 ~-zL-1
cJ
OTRRR
Signature
PERHIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this petlit lay be subject to "deed restrictions" whieb laY be lOre restrictive than City
regulations. 'be undersigned assOIes responsibility for cOlpliance with any applicable deed restrictions.
B. UNLicENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas blred a contractor or contractors to undertake IIOrk, tbey laY be required to be licensed In accordance with
state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor .y be
cited for a lisd_anor violation under state law. If the owner or Intended contractor are uncertain as to wbat liclDSlng
regulreaents la' apply for the intended IIOrk, they are advised to contact the City of Zepbyrbills Building Departlent, (813)
788-6611. ·
FurtberlOre, If the owner bas bired a contractor or contractors, be Is advised to bave the contractor(s) sign portions of the
"Contractor Sections" of this a~plication for wbicb they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, ratber' than the contractor, are responsible for the IIOr1. If the contractor wishes you to sign
as contractor that .y be an indication that be is not properly licensed and is not entitled to perJitting privileges in the
City of Zepbyrhills. '
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. ~ONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law - HoIeoIner's Protection
Guide" prepared by the Florida Departlent of Agriculture and CODSUJer Affairs. If the applicant is 8OI8ORe other than the
"owner", I certify that I bave obtained a copy of the above described dOCUleDt and prOlise in good faith to deliver it to the
"owner" prior to cOlleDceaent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all.the, inforlation in this application is accurate and that all work will be done in eotpliance with all
applicable laws regulating construction, loning, and land developleDt.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no IfOrk or
installation has COIIeDced prior to issuance of a perlit and that all IIOr1 will be perfoIJed to leet standards of all la..
regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goverDIeDtal agencies laY Bpply to the intended IfOrk, and that it is
IY responsibility to identify what actions ( lust take to be in cOlpliance. Sucb agencies include but are not lillted to:
. Departlent of EnviroDleDtal Regulation - Cypress Halbeads, Wetland Areas and EnviroDlentally Sensitive Lands,
IIater/llastewater Ireatlent .
. Southwest Florida Water Manageaent District - IIells, Cypress Bayheads, Wetland Areas, Altering Watercourses
· ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
. Departlent of Health , Rebabilitative Services, EnvirODleDtal Health Unit - VeIls, Vastewater Ireatlen~, Septic lanks
· US InvirollleDtal Protection Agency - Asbestos abateaent
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan
addressing a "cOlpensating vol Ole" will be subtitted wbich is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance.
A perlit issued sball be construed to be a license to proceed with the IIOrk and not as authority to ,iolate, cancel alter, or
set aside any provisions of the technical codes, nor sball issuance of a perlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Ivery perlit issued shall becoIe in,alid
unless the work authoriled by sueb perlit is cOll8llced within sil IOBthS of issuance, or if IfOrk authoriled by the perlit is
suspendell or abamlonell for a period of sil IOnths after the tile the IfOrk is c-.mced. One 90 day utension of tite, Jay be
allowell for the perlit with fee cbarge of $15.QO. Ibe 81tension sball be requested in writing to the Building Official. An
approved inspection lUst be logged during eacb sil IOntb period, or the project will be considered abandoned.
WARNING 10 OWNER: YOUR FAILURI 10 RECORD A. NOTtCI OF COIlMINCIIIBIfl MAY RlSUL! IN YOUR PAYING DICK FOR lMPROVIIID1'S 'f0 YOUR
PROPIRTY. IF YOU IDEND 'f0 OBTAIN FINAIICING, CONSULI WIIB YOUR LBNDER OR All AnORllY BIFOBI BlCORDING YOUR 1I000lCK OF
COMMINCEHKNT. JOBS UNDII $2,500 IN VALOI DO lOT NIID 10 RBCORD AND POST A "NOTICE OF C(JtHDCIIIBII'.
SIGNAtUBI: OIII1IR OR AGID
SIGIIATURI: CONrRAC!OR
STATB OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
before me this , 19____ by
srATB OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
before me this ,____, 19_____ by
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Name ~yped, Printed or Stamped)
NOTARY PUBLIC
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
'2'.,.1/8",6' U:rq U Channel "S"
A/I1)~s Io8lllSl"'Q b\J~,",IIII4-3/8'
ill<>> at wood lr1ih ,.- 114 CJ'lCt'a:r1
" COOCt.It.
.. 2',0:', 1/8 'x6' l.on9 U c:tlanel "S' crtIW>eS to
Z'x_StrO
DOWN BEAM CONNECTION TO 'MLL
2".2.'x 1/8'"S' iOc'q engles '{:'
AlIOCh 10 fe:;e Ie w"h 2' 318
bos at eoen onc;;le ee. side
I
I qult.r l~
___I
@
@)
@)
@)
2'x2'xl/a'.S'lon~ ell\jles "A. celchlo
2".6' ~ wrt1l4- r..IO smsaleodl~
eoch sid..
E'lSltn~ fesoe
DOWN BEAM COs\NECTION EN..ARGED
1
z", d 5MB See Tobl. 3
PAGE J ot J
"A. . Sl4ler Guller . 5MB d
"a.. Over hor>9 dimensaon
2' I CheM.1
OR U CHANNEL
NOT E' Strew po!1eros are for Qer>ero\ IOC011OO end s",ac"'Q cn:l
1T\tl1. upr'9h1 r':jUO"ed !O octlieve mo~nl CO<YlCCt.on Th.
cen~ COluml' at scre'u should be deleted whep NOof
possible screws reqsfd<rdeverYOfller sa. pl. for IIslher del.
BEAM TO UPRJGHT~ECTION DETAIL f'JO' BEAM TO UPRJGHT c.c::NNECTION DETAIL NO 2
NOTES FOR RJGID CONNECTION OF DETAIL NO I, 2, 3
~'x6' 5MB mill
'A'
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410
A~mln\61'l beams lyp
PAGE 1 of 1
D"foli 2. tyP.
PAGE 2 of 1
2'.Z'pUrl"" clloct>ed
to beQrrc wi Z "" 10 I
1" ''''I
Olt SMA1' 8P.AH
Bl;lUIV.
2' 5MB
N"IOx3/4' SMS 3/4'0.c.
Ce1011 2 Iyp
PAGE 2 of 1
Cables typ
see sc~ule.
Z 'x2" Ulo" r;ld I (p.
.
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J: :
Grode
2 of 3
DetaIl 3 lvp.
PAGE 2. of 1
TYPICAL DOME ROOF ELEVATION
N.T.S.
TYPICAL FLAT ROOF ELEVATION
N.T.S.
U1Sfl7lQ struclur.
Alumll'um beams
Ste table I
Alummum bcoms
see lObi. I
PAGE 3 of 1
Screen ryp.
Cobles fYI',
SH sch~le
l"xZ" l)'ll.
Alu/TW'Un ~'9h1s
SH 'oble I
Conc.slobood
1000linq. typo
SH lable 2
TYPICAL FLAT ROOF ISOMETRIC
NIS.
TYP1CAL DOME ROOF ISOMETRIC
N.T.S.
Z"IZ'potlO or ~nop
fos'cn:d 10 ~om ./2
Self mo1..... beam ,...101 1ft SMS.
See Tebl. I PAGE 3 ot 3
..,./' Sg lid pews ftJS Oertole
~ 2 x 3 ~Jl)ht sere. pol1em
~n s~ HOS denole
, .4' ~Jqhl cncll;lrqer
SCTe.. patlem.
".~' 0,11 or snap fllSlencd
102 s,'./N"IOx 1"
SMS ot Z4"oc. or cool.
~ sedlOnS,.
NOTE' 2'x3' U~roQlIlmusl be notched
for Z'. 2 roof pu--11OS.
,'x2" eal fostened 10 Z"r2"WlII
N. 10 xl V,' SMS at 24'0.c. 'OR SNAP BU.H
2'x2" ~linSOt1~'Obcams !C,lOIV.
.1111, II&I0xl V2 ~.
~4....... 1pOC'lI9
o CuI fer o.-erlop
o comccllon
2"x4' SMa
2 .5 5MB
2 .6. 5MB
2 x 7 S/wl8
Z l8 5MB
Z .9 5MB
lOr 2' ob. ~teocd to ~M8
w/2 N"IO)( 2"~MS,
2"x 5MB fUt See Tab. 2 PAGS 1 of 1
aolDlll
;:e;?::;!
V'lV>lIt
. .
"""...,
.. .. ..
. .
"""IN
See Toble 3 for r'lmbcr
of screws per ~l.
'AGE 1 of 1
TYPICAL SIDE PlATE CONNECTION DETAIL NO 3
2"x2" AND 2"x3" KNEE BRACE CONNECTION DETAIL
IABLE ,: ~I.I~~ SIZES Pal POOL [~CLQ~y!~ !~I~ ~~~11
---- - M9-M~!.!!9 !!i:.i-~!!!il! m2 !=! 6~
~M~~_6.-HP.IISI01l A!P.lQR 8T~
2'. '" 2". 2'. 0.0$" 2' K-OWlIII. ./ )-4 10/ 1/2' IAClt IIDI
TO )'." 2"r )". 0.0).. 2' K-OWIIII. ./ ,... 10/ 1/2' IAClt IIU
TO ,'. ..
TO S'. ,.
DATE
DESCRIPn~
RE\-1Sl00S
2.1: ... 0.0'"
10TClI JIIlI on. UAII . IIPJrCllfT .a
fAllLl 2 rea '/ . .ra 0' ~
JNm 1JI .uon lOTI
2'. ,.. O.U"
2',3" UprlQhl musl be nolched 10 reoch lOp of beam 10 och.eve r...h:l cornectoon.
2. N" of $Crews fnJSl be es showoI spoc:rq 3/4 'x3/4" mlO. spocrq and pollern may Y<Xy.
3 See Tebie 3 for NO of scrus a>d IT1tl'ImUr1I Sill of ~ro"ht I beam coonecloon
4 tift ~ ,.11 t<w<<q ~/',", or. on o~eptot>le S<Jbst"ul. ref SM S
5 IF BEAM IS NOTCHED TO RECEIVE UPRIGHT
ADDITIONAL SCREWS ARE NOT REQUIRED FOR
2. x 3. UPRlGa'l'.
LA WRENCE E. BENNETT
OVl ENGNEER &: DOOOPMENT COOJLTANT
P.O, BOX ~8 S. DAYTONA, fl. 32121-4308
PHONE: (904) 253-9960
WHITE ALUMINUM
d,b.a.
Aluminum BAJilding Systems
1107 Ncrth ThomQs Rd., l.&esburq Aorid~ 327-4-8
Phooe: (904) 787-n66 Fax. ~9IJ.H) 787-9329
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Grode
flelell PAGE 2. of 3
Saun ')'ll,
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Cables fyp
Ste schedule.
Dc tor I 3 typo
PAGS Z ot 3
TYPICAL fvWjSARJ) ROOF ELEVATION
.T.S.
~runl}'l).
Cobles t'fll.
$c. schedule.
PAGa 2. ot 3
Alumorun columns
tyPo SHlI<,)t.loble.
t)11
TYPICAl ~D ROOF ISOMETRIC
H.T.S.
NOT ES I
"w". ~reen por>e' :!pOO"9.
"L'. MoXIIT1l6n ~om spon without knee brace
odd lenqlll of liru brace to span from span
fables.
"Ii'. MOIimum upri9h! hci<;jhfs,
"SW'. Side lOCIls con De fromed
wllhOlJl lOp beorn and con be
srroIlC5t edruslOlls ello..ed In SpQn
Ioble'. (mill 2'x2"xO.044")
tA.IILB 1 1'<1 3 of 3
3/4" mtn. spoC'09.
CuI fOl' plale comedtQft
(plc!e JnSlde ~)
NOTE' Screw pattern for
tile c~"on usiog
natcf>ed srro ....11 vor:y from
Ihe sno..n some. n. and
spoctng applIeS.
AlL l~fOlllUT1Ott AND DETAILS COanlnD Oll nus DRAWING IS TIll!
PIlOPEJlTT 01 I....RE.CE E. H~.ETT ARO lUY ~OT Be REPRODIICf.D/COPIED,
oa liS ED tl AllY ""UU WITIlOllY HIS RlITTEN PEMISSION. IUOR1UTlO.
1. .OT UloiD llTltOVT ~r. BEUETT'S IlCIATVRE AND EI'lBOSED SEIoL all
A ftASTER fILE COrT BELO.CINC YO TIlE PEIiSUlI IISI~G A COPY OF THIS.
VA - 000197
STD MILL
DRAM4: II>
CHECXED: liB
SCALE:
DAn:: 6/18/9
.)(J3#
SEAL
1
Cf3
FO,let1 S~G.l'"er 10 fasclO
Wllh 1/4 ..1/2 ~ w/lllOshet
IIZ. PVC SCH 40
FERRfLt. In?)
5MB
3/S".S"lD9 w,th wosher
tll eoeh beom Q'ld one at
eoch tT'110 Spal.
,".Z" c~l'\!i o\onq SuperGvner ..ith 1,1/4"
.1-11, Ihtu t>olts Z o,c. nlo 5J?erGuller,
118". ,"x 2 "anQle clips ..If,.,
1/4 ",hnI bolls e6ch side ct beam,
5MB C.oNNECTION TO SUPER GUTTER
,"xZ"orZ".3"orZ"xSM6 Post.
,",Z". I/S"a>qle eoch s.de olloch 10 pQ$tond
concrete InoeCX)l'd~e WIth ~I.,
2- .8 each aide into upright
NOTE' No foolngreqvredexcepl..Mn9round
orCUld slructl.n os .hown odj.
I". ,. o.b.
2500 PSt ccne. (mil,) with
6~.-IO.1O welded WJl\
POST TO CONCRETE DETAJL
12 Spoc 'nq I,
Sean ~I spot
Seem sel spocu''9
Z"x2"xllS"
onql. clip eoeh
s.o. of lJllI:'9h1
0"" Z"xZ" WlIh
4 N'S SMSeo.
le<',l eo. ska.
Option to obove
CJ'l9/4l,,' us. 4 N'
0.1 SMS ot
1I'l1.rnol new
boS5es 4 eo.
SIde 8 loti.
1- fl4x 2" SELl'
1APPING A~ 2." O. C.
o,c. bolonce of
,". ," to 59.
conn~lion.
A"och the obo'1 L's 10 IOKIO 11lr.l"'9h
s.G. wi 2 3tS ",,"s e~ L mon. 2 b'le.
Attofh eo. 00"91' 10 S.C;. lp ../3 WS
1/2 SMS.
Add '"tZ" on91. fa bril'9 ~ plumb.
~ Mnilum IlrIIchn rootint
',' ' 2:>00 IUl talCrtle .;1Il
a" .~,~. I 15 b<I' canti'uol<s.
T ~ l!iL21/tolf~
~u-I CI:1Ilqtla ClIp blodl r# tridl. _____
1 I 4 b<I' contiluws.
__ kq,qr ~oIIlliloJcn hlmt 10 ... I1f ~
WIlli 1/4' 1 J' 10000Qft ot ~ f'
:.~ oodl side of "lX#>lood M. t o.e.
': ~ ----- a" 1 a' 1 16' bloct ..a.
Z" S.M.B.
llu.irun di/fu,tirJ il JQi hri'fol
RIDDON FOOTING FOR
SOlEENlll:) lJiCLOSORES
1 , 4 ba' at axr.n CZI4 4' Qft telllIr
':', .~:..~ flI td1 CZI4 ModI ~l bIod: I", ~
;,:. " '~rilh:xx:.o p.Ll. ptO rod! "l'lrtla.
Z I 4 ~ MiL Z lit oN ror4
IQ(E8 WALL fOO'UBG FOll SCRKE!rEO ENCLOStlaES
J .. -'t. _
I'IeCV,C .",. " 1'" uz
W 4 .. -3(4' _
fA 61Ot! 01' &JoI1
, . .. -~. -
I'(TQ ~
SLAB DETA'LS ADDRESSING EROSION
Super Gulle, fp ~ otloc~
tnl ..II- 3/S . S ... 1/, pyc
ferrel inSIde z".z ~
Locote closer cl,ps
wher, de,.-ed us. N" S
.1/2 SMS all-t/Z"o,c,C<l.sd.
AL TERNAT1VE SUPER GUTTER TO FASCIA
S"" G"" - " 4 " " 3
1/ ,I tSuper utler W LuseZL s/beQm~ond Ix -",,41 l~~
1 L per mid span ot Super-WIler beoms ~ below. . IIS"tHl Luse, L~
bean sel ond IV
m<I.~a tnul.
2' 101m,
, 3/4" f~clCl.
FLAT SLOPEINO FOOTING
0-,"/12.
'~
' . In.. 3. 80r conI.
~.C2~"""
w J 'IS"~' eMS
EA &1Ct! Cf' U.AM
NOn: , lHCl..lNEO F~A &IHILAR
T'iPlC!L S1. OR s],( BUll ok CtJTrER CONllECTION
MODERATE SLOPE FOOTING
2"//Z" - 1'"10"
Z"x,"x/t8" t. CI~ each sid. at SM3 A"och l"x4- Y4". 3"1onq .'/S"1tlk.
w,'h 4- N.axl/, eoch side. t. ttrOv\l" S.G 01)918 (,(~eded)3'ld ruo
rosciO../2 3/8. \Q:)s lrron ," bd~ see ~
d~I(.Ij. S.G.lObeo".f~w/l-31a klq240.e.
SELF MATING 8EM1 CONNECTION TO SlPERGUTTER
.. or S. SUPZR GUTTER
12I~
~"
a r n..4 . llor conI,
STEEP SLOPE FOOTING
> 1'-,0'
NOTE' F'ibet' mesh cone, does not
requore \,,,r. m~h,
2. 'a K~4" eM6
ca-MCT " Ie 2"
TO I"05T
O/J/ 2- "8 Ie 1'2' 6H5
aJT eEAH
ecAI'1 &fZE YARJE5
ANGlE LOCATION FOR 5" SlPER GUTTER REINfORCEMENT
- '8)(\" eMS INTO eeAl1
,. 2" Ie 2" Ie ~" Ie 2" lUOE
5. "8 ><\" eM5 INTO I"05T
POST
Addlhonol coble broei09
reqJ.red when screen P<)"lel
exceeds 300 sq. ft. oddl!1ad
t coble I Oddlhonol 300 sq. ft,
,". Z" SIJplXrt purim.
..
o
E
Corner cobre
fos lened per
re...ton;emerl notes.
,", ," w,'h ,". Z"
at comer end wells,
I"
H
j
r
2".Z" wdh ,".2"
perllT>eler me:nber
(typo aU)
?
":!
,
,
. ,
Z ".2" chQrral'
FRONT WALL. DOM:: ROOf, SCREEN ENCLOSURE
DATE
DESCRIPTIOO
TYPICAL BEAlL & POST CONNECTIONS
0,08" wall
5"
Pen roctotlOChed Will' NOlOxIlZ'SMS at 6"ac.
COlr(XlSIfe pa-oell/4 S.S.t P'JI'lef Ih'Ckr\ess"IIZ"
With wc~ Gl'\d I\~en. oos~et 24" o.c. pan.
,"x Z" or smb.
VA - 000197
3 TYPICAL CABLE CONNECTION AT SLAB
NOTE- AU spons and copacities or. bo~d on worst
CO.. of upblt Ioods due to wi1d v~,l.es.
5"
-1
YCnes
NO 10 slns
5. SLPER GUTTER
\- So~ c p, or 5.$, for cobl<<
I e(l$lon.
,".2 "
1/4" thnJ bolt cod
VZ" PVC FERRELL
at Z4"oc.S>..Cer~.
~
1750 lb. stoll1less steel cob~.
~
.ann
2 TYPiCAl CABLE CO~ECTION AT CORNER
WHITE ALUMINUM
d.b.a.
Aluminum Building Systems
1107 N<tih Thomas Rd., L&e$burq Aorid<l.t. J27~
Phone: (904) 787-7766 Fax. t9O<<) 787-9329
LA WRENCE E. BENNETT
OYl ENGNEER & DOOOPMENT CONSULTANT
P.O. BOX 4368 S. DAYTONA. Fl. J2121-4368
PHONE: (904) 253-9960
REV1SJONS
DRAWN: Ib
CHECKED: liB 1/
SCALE: II
OA'II: 5 I l' 2
X6#
.' T I
~l
3
'~"';-T-'~;:!'~:::, "";~~~<;~-:':'~';;;'~'1"...~~,,:3'j""~~~7 tr"_-.:- - :"'~7-' '!'~'~~~"-'~'~,,"':~"-:-'-"":'"r.-'" ~-<...~ ~ f.'.~..;:~~'~~'~ ._-~'-~.~.--,-.--.."..,.-- -;r- ""~";,""" :<-_....'".~.T,.,...__..., ~P':- -',_. ~. _.~ ,_ ,__," ~ ~
TABLI !l KAIll'fJM SPANS !2! ~ ~ rmmm AWIUM 6063 T-6 AlLOY
USING SCUEl( PMEL rurra ... FllCft DiAlING SELn:T S1AJ1 'L' Off DiAIlIIG
I\.Ul)Ut S1 All 'L'
TAllI..B 15: ~~ 11Il~ FOil ~~ !ALL ~ ~IN\Jli ~-1 !:1 ~
FOR AR.EA3 stJBJECT TO Ie! AXD lfl rro LOAOO. 3\JGl; ESTED FOil AR.EA3
Hoira 9! 'M LATI1W1Q! JA(~IlJ.!, Fl.. - -
USIJ<<; SOXElI PANEl. rIm ... Fiat DiAIIIIG SELEcT SPAJI 'L' 011 DJl.AlIliG
IIAIl1Ul S1 AJI . L'
rIOT'll 'W' . ~ i: ~ ~ 1:. ~ '!:
&1Tll\.l31 ONS -
l'z1'xO.~' 9'-~" 8'- I" 7'- 3" 6'- 1" 6'- I" "- 9" "_'"
]'z1'~.~~' 11'- 6' 10'-10" 9'- 8' 8'-11' 8'.~' 1'. 8' 7'- l'
WIDTlI .... .
EXTMIONS.
l'z]'xO.~~'
]'zrzo.~'
13'- 6' 11'- 9' 10'- 7' 9'- 8' 9'- O' 8'-" 1'-11'
]'z1'zO.~~'
]'z3'xO.~' 011 ]'x]'XO.093'
6'- 9"
l'xl'xO.~' OK 1'1.3'10,091'
16'-11" 14'- 9"
SELt 1IA 11 NG BlWlS
l'x~'iO:-~4'ia.TI'
11'-~' "'-10"
13'- 3'
11'- 1" II'. l'
10'. l'
10'- O'
S lllI IU TI HG BEAXS
i"~'i~~~'xO,I]' 18'- 6' 16'- l' 1~'- 6' 13'- 3' 1]'- 3' 11'- 6'
10'-11"
11'- ~"
19'- 1" 18'.]'
17'- O'
16'- O'
~ ~ ~ ~ ~ ~ ~
6'. 1" ". 3" ~'-10" ~'-)' ~'- I" )'_ 1. )'_~'
8'-)' 7'.)' 6'-" "-II' "- 6' 6'. l' ~'-IO'
11'- 7' 10'- l' 9'- 0" 8'- 3" ". 8' 7'-]"
]'15'~.~xO,11" ~1'- ."
33'- 6' 19'- 9" 27'-11' 15'- I" 13'- l' 2]'.)'" J
]'x6'xO,~xO,I]'
]'15'xO,~1.O,l]" 21'-11' 19'. l' 17'. I" I)'. 8' 14'- 6' 1)'- 1.
15'- 9' 21'-)' 20'- 0" 18'-~' 11'. O' 1)'-11" 1)'- I"
l'x6'xO.~xO,11'
)1'. 6" 31'- 6' 19'- 9' 21'. O' )5'. l' 23'. 6" 24'- 2'
l'xl'xO.~xO.11"
1"1&"xO~07xO.21"
]'xl'xO.OSxO.l1"
40'- 9' ~'-11' 31'.)' 19'- l' "'.)' 16'. I" 24'.)"
]'19'1.0,071.0,22'
]'1.8"1.0.0710.)1"
55'- 3" 48'- 0" 43'-)" 39'- 9' 36'. l' 35'. 4" )4'- S'
]'1.9'1.0,071.0.22'
2'1.9'~.07xO.)1"
59'-10" 51'-10" 46'. 9" 42'-11' 39'-11' )1'- 6" ~'_ ,.
SMAP lUTRl.JSIOMS
1"x2'xO,~4'--
1'1.9'1.0,0710.31"
66'-). 53'. 1" 51'- 4" 48'. O' 4~'. l' 41'-10' 40'. l'
SIIAP EXTi!U3 I 0/13
2'xJ'io,~' 14'- 0" 11'. 3" 10'-11' 10'- 0" 9'.]' S'- S' 8'.."
1'r.3'xO.~" .18'-)" 16'. 1. 14'-)' 13'. l' 11'.3' 11'-" 10'.10'
l'x~'xO,04" ]3'. l' ~'. O. 18'- 1. 16'.6' 15'-)' 1~'- 4' 13'- 6'
l'x6'xO,064' ;n'- l' 31'-10' 19'- 6' 27'- 0" )5'- l' 13'- 6" n'- 2"
l'll'~.078' 43'- l' 31'- 9' )4'- O' 31'- l' 19'. O' .,'. 1" ~'- S"
2"xJ'xO.~"
l"x~"xO,04'"
1'16'1.0.064'
1"17'10,078',
11'.9'
24'. 3' 14'- l' 11'- O' 20'- l' IS'. 8' 11'. 6' 16'- 6"
3S'-]" 33'. 3' 29'-11" 27'.4' )5'. 4' 13'. 9' 21'-"
41'.)' 36'. l' 3~'- ,. 29'- l' 27'.6' )5'. 9" 14'- l'
4)'-11' 40'. O' 35'.)' 31'-11' 30'. 6' 18'- 6" 28'- 6'
9'- 6" 8'- 3" 1'-" 6'- 9' 6'-)' "-II" "_ 6'
11'- 6' 10'-10' 9'- 9' 8'-11' 8'-)' 1'- 9" 1'- 3'
17'- 8' 1"- 4' 13'- 9' 11'. 1. II'. S' 10'-11" 10'. 4'
15'- S' 21'-" 20'. l' IS'- 4" 17'- O' 15'.11' 15'-"
OO&! NOT INCUID! LEllClI1' 01 ~ !llA.CJ, AW OOilZOWTA.L UJjGTII ~ p;JEJ llIACI
TO AllOYV Hit GlIT3 rot TOTAl. S1 AM ,
19'-11. 26'- O' ]3'. 4' ]1'- 4' 19'. 9" IS'- 6" 17'- 9'
OOE3 lIOT lllCU1D8 LEltGHT ar IOfU lIIACJ. Am IIlllZOln'Al. LElf(;T]I 01 DU laACB
TO ABCVJ S1A/13 ita TOTAl. S1 AM,
STD MILL TOLERANCE APPLIES
DATE
DESffifPTIOO
LAWRENCE E. teNNETi
OVl ENGNEER !c DEYfiOPUENT CONSULTANT
P.O. BOX 4368 S. DAYTONA, Fl. 32121-4.)68
PHONE: (904) 253-9960
REV1Sl00S
'# ,... .'or -.l--......~~,.....~,......~~ ..--.,........'~.......~. ~ '; -, ~.. ~ ." ,'1 -:_~
- ,,- -," -..., ^- .... ;.-'-" .,~ _...-......- ~.-.. -"':" -.'.,..,-.,..... . .,,.......,.. "',- ',;~ ~.~
WHITE ALUMINU~Jj
d,b.a.
Aluminum Building Systems
1107 Ncrth Thomas Rd., L~, urq Aorld\\ 327-4a
Phooe: (904) 787-n66 Fax. (00<<) 787-9329
my II KAIIIl..1'l ~ FOlI ~ ~ ~ AWIIIM ~ 1-6 AlLOT
lJS IliG SCUDI P AliEL IlI1I1l 'Ii' ~ ~WlIlG SE1.U:T S1 AJI 'L' 011 DJl.AWIIIG
IlA.l1MU'1 SPAll "L'
WIDTlI or' .
Ei"rMI0HS.
1.z~.xO.~4.
1.z].xO.~~.
~ i: ~ ~ ~ ~ ~
6'-10' "-11" "- 4' ~'-10' ~'. 6' 4'-]' 3'-11'
9'-~' 7'-11" 7'- l' 6'. ". 6'- O' )'_ 7' )'.3'
)'.)'xO.05' 01 )'xA"IO,09)'
1'. )'
1]'-10' 11'- l' 9'-11' 9'- l'
8'.,. 1'-10'
S ELt 1IA T1 HG BF.A/13
~'x,'~.iO.l]' 20'- 6' 11'- 9' 15'-11' 14'- 6"
1)'-)' 11'. 6'
11' -10"
l'x5'xO.05xO,I~. )5'- 1" 20'-10' lS'.10' '17'- ".
16'- 4' 14'-)'
13'. 9"
1.1.7'1.0.061.0.1:1'
:1'X"'1.O.OS1.O.l]' ~a'- 6' 24'- S' ~1'. l' 20'.]'
31'.]' 27'- 1" 24'-)' 2:1'- l' 20'.6' 19'.]' lS'- l'
2'x8"~.011.O.2:1'
~'19'xO.07xO,~]'
l'1.9'rO.01xO.~2'
SNAP EITllVSIONS
l'z]'io.~V-
2'z3'xO.~)'
:l'X4"10.~)'
1'x6"xO.064'
;1' 1.7' xO, 018'
18'- 8' 17'- ,.
16'- )'
4:1'-)' 36'- S' 31'- l' )0'- O' 27'.9' )5'-11' 24'.)'
45'-11' 39'-10' ~'. 7' '~'- ". )0'-11' ~a'.]' 26'. 6'
51'- O' 44'- l' 39'- 6' )6'. O' 33'. 4' 31'. 3' 19'. 5'
10'- ". g'- l' a'. 2' 7'." 6'-10' 6'.)" 6'- l'
13'-10' 11'- O' 10'- S' 9'. l' 9'. O' a'. 5" a'- 0"
17'- 5' 1"- l' 13'. 6' 11'- 3' 11'- 4' 10'. a' 10'. 0"
2"- 6' 14'- S" 21'. l' ~O'- l' IS'- S' 17'-,. 16'-)'
0083 HOT IIlCWD! I.ElIGTII 0' ~EB BllACI, ADO vtaTlCAL LDiGTll 01 ~EB 3Jl.ACB
TO AllOY! HilG11T3 ~ MAl. HBIGBT.
3)'- l' 28'- S" 15'- S' 23'." ~1'. 8' 20'.3' 19'. I"
TABLB J: IUM IIUt I scttlI3 FOa COIOOlCT1/lG BEAXS TO VPil GIIT3
AW1IM 6063 ALLOt T-6
BE.VI S UIl
]'x )"
1"1. 4'
1'1. )"
]"1 6'
]'1. l'
l"x ,.
~..I: 9-
lUll. VPRI Glrl' S Itl lUll.
1"x 3' 4
]'x 3' ,
]"1. 3' "
~'x 4' a
:1"x 4' 11
~'x 4' 14
]"1. ). 16
I SItI 01 3CiEY3 REQ' O.
, 10 x In" ro.rou SRE.AJI
, lOx In' roJBL1l SHEAR
, 10 x In' ro.roLB SllEAJI
, 10 x. In' OCIJllLB SHEAR
, 10 x In' ro.roLB SHEAll
, 10 x In' OCIJllLB SRE.AJI
, 10 x 1 ~" 00IJBl.1l SIDtAR
· RITEll3 1'0 00111 SIDES Of 11Ill CCliKEt"T I Oll OF TllB BtAI1 " VPR I (;!ff
TABU 4: I1nl/'M1 SIZES FOIlI'OOL EII~ UEB ~CES
- - AIlll AiiCHOiiiiG Wi'!) AWI1111\J1t 6063 T-6 AUOl'
BRAC! L.
0'. ]'. 6'
TO- )'- 6'
TO- 4'. 6'
TO- )'. 6'
ElT1lIJSIOll
AIICl10i SY~
1"1. :1"X 0.~4'
l" ll-cKAXm '1/ ~ 10/ In" U. SlOB
]' 1l-<lWlXEL '1/ ~ 10/ 10' U. SlDI
HOTClf SMll OYEll BE.VI , VPRIGIfI', sa
TAB1.JI 3 FOA 'I' SUB 01 SODS
NOT'ClI SMll 0YEIl BE.VI , VPRIGIfI'. sa
tAaU 3 i'ta "1 SUI or SCUW3
]'x 3'X O.~'
]"1. 4'X O,~4' x 0,11.
]'1 6"X O,~4" z 0.11.
VA - 000197
NOTE' All !pons on ctpoClll1S Ore bo~d on ",onl
lpods dYt7 od vel(,(;,l~:.
DRA~: Ib
CHECKED: lIB
SCALE:
DATI:; 6/18/
Xf3#
SEAL
--_.......---~......__.._--------_..~---~._.._......._-,._._..._........_..... -,.....---
CABLE BRACING
BRAcrnG TABLES
~ 1'f!!a'O~ _
~ TYl"!!
~~: ~"'''' "'-1\./ //VlY
~ ~~~', >-~,....._.FE V
~h!IV ~ ~
: ag~V /~ ,
~ ~i ~ V r'.......""'o I '" 1\
; ~~~V/7VY"''' ~ '\. "
1
[I~
FI...AN Y1 E'.lJ
~" )( -4" x t ""''1< R.lllI -4-'1" ~" et'15
EA 5/DE UI4EN REap - eEE TAeLE 2 FOR t VAUJES
/'~'. HIN. E'rE-eoL T NJa<EL PLATED IJV tUT5 4 ll!.A5HER5
:tt:ff !. 2" X )" X ~" 55 Of' CE
~., ~ TAeLE :% FOR f<!:ap
MINlt'U'1 e.ERVlcE l.O,t.D AATiNG
a:CAel.S 4~'1' '
, a-tAiR RAIL ~
II f.~~
EM8. EXP. 60L 15
. 2-4' o. c:. '-.I ~
. ..11.<......(' + '=' + l:t.o ~
rr+1F{ i"UJ)(4~)(~2"""''I<Tl T I I L~;_~,~I:?g.;,~.=:t..~~:x~~.
I I 6 1 t;l EM8. E>:P. eoL 15 EI'16.. EXP. 60L 15
I / /y r7& ~ ! r-
~T 1~.ldL. 1.& ~2" x 2" x -"4-4" : . . 0'--4' x .' x l~, ~ or--...... 'l
~ '4,.x\I'4"EM6.EXP.6O\.T ltolo.:..~.:~.~: 2"X2"XI'8'1-4" . ..........
'-e:. :r.: 0THaR:5 &PACED . 24' o. c:. ' , 0 . .0 . IJV:%- "4'. x I 4' -, ~ I
o . . _, t EMe EXP eoL15 ......1.., ....0 ""
O. :.'. . o.""o,~. . &ECTICN A.A ., ...'...'O':X I ").:,'..:- ~~
. O' '"\ .. ' . -~ , &Ee T.A6LE I FOR 0.: 0 .O...!"",-/. 0'..:,-6
~ REQP a..lANTlT"!"
~ a= "'" x~ 0 ~ AI. T'ER'lATC
K - BRACING
2" )( 3' e.& or ce (l'P7
l
....1 I
l""OeIT -
,~'~ :€'
A' ,tj ~~
I~~ ~
4J
4" x -4' )( J062 re
2' x 2' x ~.
2' x 2" x ~.
,. \lJ x !I' \-4 )( .lt62' ""''1< ~
~ ",r;
r-~' H1H. ~
.-
Q./AIR RAil ---...;6#
{
c
,--: t::
~~T-
2" x 2' x ~.
~~~i I-POST
""?' 'e/L
6"
\..-.o~ ~ e~ REGP UJ.eN ~~IOe-J
NOT ATT AQ-lED TO EXl5TlNCS a~ "--
Fl'<l::NT UJ.AU. ~ . ecAM ~AClNG
F'I...AN ea<El5N ~
l~~
~~
-q'~
~T e.P~ . eeAH ~AN
2'x3'~<<CC-'7 r
~ V
c::u4I~ AAl1.7 7
/
~ I
lU ~"'^
- ~;
~ .& ~
~ ~~
~ Iq LV ~
V .. x 2" 0Pl::N e.t.O<.
L.K-eRACN:i u.I-EN REap
e'1' 1.OCAL. 0R0HANCl! eEE ~eTAIL.
e.1e2 uW! Y1SlJ - ~ .....,~ ~~
KAT !r<~
I ~T !'Pt.r~ 4 ~AM !,PAN I
'I\. ~ eAY1: ~ ' /
\ ~ c::u4I~ RAJ1.- f-7 / ~
1Arl" 1"'\ /
\L . \.,. x ~" 0f"'EH 6AQC:.
L. K-~ llH:N REG'O
e-r LOCAL. Cf'OlH>>lCS eeE DEl' AlL.
61C111l.WJ. YTI!W - ea<m!N ~
- GA6U! ~
-cAbLE eRAC5 :.II
~OETAll..
TABLE 1
~ fRONT \t'ALL ....lDTH \t'HEN DETERHINING No. Of' SHS
FUR THe: SIDe: \t'ALL K-BRACING -
~se: SIDe: ....ALL \t'IDTH ....HEN DETERHINlNG No. Of' SHS
FOR THE FRONT ~n~/o~ BACK VALL K-BRACING
MAXlHlJM No. of 110 x ~ SMS REQUIRED
IJ N..L
IJIDTH. (fit) (3) (C) (D)
20' 2 2 . 2
~ 22" 2
~ 3 .62
~ 4 5 a 3
60' 6 7 12 3
. MAXIMUM FRONT ....ALL l-UGiT ,. 10'-0"
~T ep~ . eEN1 6PN4
'"
~"" ~
I ~ ~
" ~~
'> ~ ~~
/, '/. )( ii ~ARO l"!OCf"
"'.;>. +.;> lY1luee 2')( 2')(~' FE
c.. 0 c.. .... wi 2 1'.4'. il-lFaJ 6Ol.. 1'&
~ ~/ eEAENO
'" "' 'X:: SEE DETAIL. A
L "-2' )( ," e6 Cf' a:
IIRCNT WALJ.
clAGCNAL. eRAClNG
1>D.JACaoIT TO ~
F/.EQ'O e EA. END
a= FF!CNT UJAU.
FOR I'1AN5ARO l"!OCf"
~
lit 5~
~ &Ii
> ."
....!1~
~Iq
-.-..., 13RACE-
6El: OET AIL.
(E
2
2
2
3
3
,. i>c ,. &e I<< cc- ~ ~
~ eAY1:~ I /
c:::H4l~ AAI1.- ~ / ~
1/
/
~
s: )\
! :~
~ ~~
!I~ fA'
~ \.,. )( 2" Ol"'a>( ~
K~ lIJ-EN REap
I!5Y LOCAl. Ol'lCHANCC ee: OET AlL.
6109 WAU. V!1'!IU - ~ ~ ~~
~!r<~
_ toDm K-BAAa: 01" CABt..E: ~
I-IJT REWIJiEl)
'w'I-D E:ND POST
IS roM.. Y "TT AOED TO
N4 E:XIST>>G STRllC1\JlE
6EC TAe1..E ea..o.u~
FOR REG'O G1lANTlTT'
a=".0~" ~
f-
~
-~~-
eEE DET AlL.
J
"
-ea: *'EET2 TO C~INE
IF DI~ ROa= 6RAClNG
IS REQJ1REO
CE'TAIL. A.
No. CF 110 x
~ " SMS RE;lUIRED
2
..
5
7
9
WA - 000197
\I AU. \IIl1TH
20'
JO'
+0'
50'
50'
DIAGONAL ROOF BRACING
I DATE
WHITE ALUMINUM
d.b.a.
Aluminum &Jilding Systems
1107 N<rlh ThOrTm Rd.. L.&esburq Aorid~ J27~
POOle: (904) 7~-n66 fax. ~9044) 787-9329
DESffilPTIOO
LA WRENCE E. BENNETT
QVl ENGHEER t DOOOMNT CON5tlLTANT
P.O. BOX 4368 S. DA'fTC.NA, FL J2121-~8
PHONE: (9(4) 253-.9960
,
.
RE\1SlCNS
--
~.~,.",.".",~-"-,~"~''':~'~'''!:i,''r_;r,.,-....,''''~~',,",",:''''.''~.."' -,...,.. "-Y.--'~., -, '.-..'... .,....-. ~.._- -~ _'-',--'..-'::::~'.~7,.;~.'_. .
[~
o ,
FI...AN Y1EW
~~" x 04" x t n.l1< rt.lllI4-~"~' !ll'15
EA SIDE lJ.J.<CN REap - 6EE TA6L.E 2 FOR t VAL..lJE5
~'. NIN. E'r'E-eot.T NlCXE1. I"l.ATEO wi N.JT& 4 ~
=1:% _ 2' X )' X ~. 56 Cf' CE
'<j:5EE TAeLE 2 FOR ~p
MINH.N e.ERVlCE l.O,t.D RATlNGI
Cf' CAeLE . ~ '1'
~'- Cl-lAi~ RAIL
FOST ~'. x Ilk"
a-a. EXP. 6Ol.. 15 I
. 2-4' o. .:.
-
FOeT-
. At.
~I
....,
.;t fiz' J . .O'JO ~
T ll~1 III ;:,;.\,~'~C'.~.:~..
I~ 00 EMa eXP. 60L 15 E1'1a E>:P. 60L 15
I AI.~TC
L~lo.." 0 0'
0.,'. 0.: " .: ~... ~'--
. . 0':.0'
c.AaLE l.~ ~
e.eCT1CN A.A IJV 1-4'&'. lC I J," "=' I
EMa eXP. eot.15 :~~.U.. ':~:'2.t:.~ ~
O':"O'~'-:"":-O: .;..:,
. .. . f t...! ,....l.,.j
,AL ~TE
,.,.
TABLE 2
USE fRIJNT ....ALL \t'LDTH VHF.:N SIZlNG CABLES
FUR THE: SIDE: \t' AllS '
use: SIDE VALL IJIDTH IJHEN SIZING CABUS
fOR THE: fRONT ~nd/o~ BACK VALLS
MAXn1UH REQ'D 11IND1UH ~VlCE SIDE: PLA TC:
IJAU. LCAD RATlNG CF THICl<NESS
\IlDTIi . CABLE" ASSO\BL Y t
es' 860 lbs. NOT REQ'D
30' 1035 tbs.
~ 137'3 lbs.
~ 1724 lbs. 0.0'3'3'
60' 206'3 Lbs. Q.12S"
... MORE: Tl-lAN ONE CABLE MY BE tJTIL.tZED TO
PRllVIDe: n€ REQUIRED SERVICE LOAD RATING
... SEE GENERAL HllTES
KOO.MUM
CABLE
SIZE: ...
Ira"
0.0621
~6.
1r4"
NOTE> All spllns and COOOClfIIS Of'e b<l~d on ..orS!
- 0' """ ..,... ,o......""~ 1
m "rn~"''' ~o om.u ..",,,,,d,, ou,," "m.
"O'~llTT 0' l....AF.XCC C. 8F;Un1' UD 'f NUT Uf;'AOlllICr.ll/ctl'IID.
01 usED I. ART /\AUla wln'OVT HII w rn:JI fElll'I' lUll. IAroll/'lATIOIl
II RaT YAl.ID WITHOIIT "r. 81.J"1ITT'~ '~U'nlU U UIllO$U .1A1. 011
A rwsna nu con 8tLOllOI.c; TO THrIPtUO. USI. A con 0' THIS.
II I -
DRAl'fN: Ib ~ I ~? ~iIr I
CHECKED: liB / ,~ 7
seAl!: 1 /~'1 'j;VJ 1 f 't a
DATE: 6/18/9 I
JOO# 1/
l/
SEAL
Cf3
_"'_'_~" "'JO_". ,...._ ...,_..______.___.____...___~_ ------.-.".........--....-
__ _ _u. ~__.-'_....,-~.:.._'...--:...."'___--''-'-"'__:__._..~ .. _.,._..._.~.iC.... __---,"--,l..__ ___,._.......... .._~_...____._....;.___...._~~---...-..-_~..~ .............--"'-"-'..
..'.-- ~.. ."~~"~' --~, ,..._~- "...... .-.. "'._~~-,"..". -,~~_., ..._."'"_.'..:...".'.~,....._:" ,.~. '''''..".:.;,...0...._'..,.--<.. ~ ..', ...~~."...".._~~c'-'-''"'''.'...~-''''--~"'-......~.,.....'".....'"' f:;
L
"H"
I
Upright heights
L
I.
'H. Upright heights
J L
DATE
"W"
VARIES
'l"
s<::(r::,f\:- ~ of;:.'
~ 4 00 ~ <::(
~r;r. .. ~ . ~ \ ~ c::l
~ ~ S~'\...~(j
~r::.O s'~c.
.W'
Varies no max. Elev. slob or on
1-
VARIES
3 - 1/4' x 4" 109 bolts with 1 1/4.
fender ...ashers per 4' IXlnel ocross
the front and 24" O.c. aloog sides
or # 10 x 4" scr~S 0 12" o.c. (4)
J" structural insulated aluminum
roof (walk-on) or 3" x 12' ponel.
Side wall header attached to
l' x t x .044' o.b. with min.
2 I 10 x 1. s.m.s.
,. x 2" x .044' open bock
attached to front post with
I 10 x 2" s.m.!. max. 6' from
each purlin ano 24. o.C.
Side wall purlins attached to
1" x t op~ bock with min.
2 110 x 1. s.m.s. n screw
Dosses or 01 ternote "L" clip.
2" x 2', 2" X 3", .~/ x 2"
hollow. See span tables posts.
TABLE 1 MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS & CARPORTS
OPEN-BUILDING SPAN USE "A": AS SHOWN ON DRAWINGS READ SPAN BELOW
~b~~!~!~~tl ~bLOY ~10~ H-28 ~!~!tl~tl 1~LQQQ PSI XIgbR ~Ig~~~Itl
PAN SIZE MAXIMUM SPANS FOR LOADS & O.H. SPECIFIED
3.0"X 12"X 0.026 NO D.H, I' O.H, 2' D.H.
-IOO-MPH-W.-ioAn 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
-1oo-MPH-W.~6AD
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 BE SLOPED AT A
MINIMUM OF 3/4" PER FT.
STANDARD MILL TOLERANCES APPLY
DESCRIPTION
RE\1SlONS
r
2.0.
~l
Wosher
/ s.. roof Sl'o",
., ',' .. ,:". r- . ~':': .
'.
. ~. .
.... 'f. ....
. ., .'
: I '.' 7....
. .' .,. .'
. "
\ .'
iob\e 4,
TWicol fastening detail
2' x 2" or 2" x '1,. walls
for gloss.s"',:::en or
vin ~ rO(l~~ls.
2~1. 2" X 0.044"
~' x 3" x 0.050"
... "
'.:. ..'..
. ... .
". .
0,D5D' tWical
.':',' .:- ','
" '.
\:'... :.: ,,'
3.0.
+
I
<~'l
SECTION PROPERTlES
<<'
Alternate 'l' enp. ~
x
~
~
~
u
::::>
~
V)
~
:c
$x = 0.4.32" in. ~
Iy = 0.342. in. ~
A = 0.622" in. Z
2x_
1/4" log bolts in wood deck.
\
1x___
Front and side bottom roils ottachPJ
to concrete with 2 1/4. x '/4.
Thunderbolt in concrete or
). # 10 screw ilta wood.
2.0"
I"
i -;~
+
2.0.
1
.~
SECTION PROPERTIES
" 1/4. log bolts in wood deck.
.t' = 0.040"
S-:0120in~J---
I = 0.220 in. 4
A = 0.415 in. Z
TABLE 2: MAX. FRONT WALL BEAM SPANS SCREEN & GLASS 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"=5' + 1'=6' GO TO 6' WIDTH "A"
WIDTH "A" 100 MPH W. LOAO '10 MPH W. LOAD 120 MPH W. LOAD*
2"X 2"X 0.04" EXT
5' 6' 1"
6'EXAMPLE: L= 6'0"
l' 5 '1"
6' 5' 2"
9' 4' ,,"
10' 4' 8"
'3" X 2 "X O. 05" EX T
5' l' 9"
6' l' 0"
l' 6' 6"
8' 6' ,"
9' 5' 9"
10' 5'5"
6'0"
5'6"
5' 1"
4' 9"',
4'6"
4'3"
STA MILL
1'0"
6'5"
5' '1"
5'1"
5'3"
5'0"
TOLERANCES
LAWRENCE E. BENNETT
aV1l ENGHEER & DEVilOPI.4ENT CONSULT.4NT
P.O. BOX 4368 S. DAYTONA, fL 32121-4368
PHONE: (904) 253-9960
WHITE ALUMINUM
d.b.a.
Aluminum Building Systems
1107 Ncrth Thomas Rd., Loosbur9( FlOlido.l, 327~
Phooe: (904) 787-7766 Fax. ,904) /87-9329
SCREEN, GLASS
AND VINYL ROOMS
5'1"
5'5"
4'8"
4'5"
4'2"
3' 11"
APPLY
6'6"
5 ' , '"
5'6"
5'2"
4' 10"
4'6"
Hecder span.
See Tobie 2
," x 2" x .044" open bock attached
to front post with # 10 x 2" 3.m.S.
max. 6" from each purlin 24" o.c.
Front and sfde bottom rails
attached to iXI(1crete with min.
'/4' x 2 1/4' masonry T bolt
or TAPCON st~e at 6' from
each post and 2+" o.c. max.
and fasteners placed a min.
,. from edge of concrete.
Post ottad1ed to bottom
with min. 2 # 10 x 1"
screw bosses.
1/4" x 2 1/4" T-bolt 24. o.c.
and within 6. each upright
or # 10 TAPCON st~e screw.
Side '11011 heoder attached to
1" x 2" x .044. or better with
min. 2 110 x ,. s.m.s.
Side '11011 pur1ins attached to
1" x 2" open back.-ith min.
2 , 10 x ," 3.m.S. in
screw bosses or alternate
l' dip.
ms.
. ',' ...... ~",.. .. : "
~.~"..:.:...
, . ~ .
":"', . :.'"
'. .~., .
.
z
, .
TYPICAL UPRIGHT DETAIL
No. 8 x: t /2' (3 per panel)
," x 2.125" x I" x .040"
./ re<:e/vfng cI'1<lIlnel
r- 2.125' --1/ each side.
~ Altach channels (0
. ex:istin9 2' x 2" post
.......
-L
60' max.
2" x 0' s.m.b. header
Alternatiye Beam Support
/
I~
I~
Iv;
Existing 2" x 2" x .044"
uprilji l
------- ,
Mn<lc~ frarr~
X
N
x =
N~
Re<:eiving channel 6 No. 6 x 1/2"
to stud 8 No. 8 x 1/2" to beam
CONVERSION DETAIL TWO
No. 8 x l/t
(3 per panel)
j" structural insulated
aluminum roof (NaJk-on).
or 3" x 12" panel.
He<lder attached to post
with mio, 2 110 x 1"
in screw bosses.
'. ,.
:.' I,":.'
. ,',
j - '/4" x 4" log bolts with
1 1/4 fender w<.lshers per
4' panel across the front
and 24-" on center along
Uie sides. (Walk on) ~ ~ -
2" x 2" ; 2" x j" ~ "'"'------
hollcw see span o&--U-----~
table header. ----* :: ~ ~
Choir raa and k.p.
2" x 2" x .044"
hollow roR.
~.:t: . .." . . "~
.'. . '~" ~:.< >/':/>'.:"~'~~' .~..
. ..,:' ; '~..
" "
:..' .'
'. .~ '
" ,'. ':,',
Beam support
studs twical.
t x t , t x 3" or 3" x 2"
hollew. See span tables.
Purlins attached to posts
with 'u' channel or alternate
'L'dip.
No. 8 x 1/2-
2+" O.c.
{3
~
V;
CONVERSION DETAIL ONE
>< >< ><
N
:: ~
," x 2" x .044" open bock
bottom rail.
FRAMING DETAILS
SCREEN ROOM TO GLASS ROOM
CONVERSION DETAIL
TYPICAL CORNER DETAIL
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.?.H.
DATE
DESCRIPTIOO
REV1SlONS
LAWRENCE E. ~NNETT
QVl ENGNEER &: DEVUOPMENT CONSlJLTMH
P.O. BOX 4.368 S. DAYTONA,fL .32121-4J08
PHONE: (904) 253-9960
r~~b~ 1 MAX. ROOF PAN SPANS FOR GLASS ROOMS
OPEN BUILDING SPAN USE "A"= AS SHOWN ON DRAWINGS READ SPAN BELOW
TABLE 3 MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS & CARPORTS
OPEN-BUILDING SPAN USE "A"= AS SHOWN ON DRAWINGS READ SPAN BELOW
~b~~l~l~~~ ~LLOY 31Q1 ~=l~ MI~l~~ l~~QQQ ~~l YI~b~ ~~~qTH
P~~ SIZE MAXIMUM SP~~S FOR LOADS & a.H. SPECIFIED
3.0"X 12"X 0.026 NO O.H. I' O.H. 2' O.H.
-IOO-MPHw. LOAD 13'- 6" 13'- 8" 14'-1"-
110 MPH W. LOAD 12 '- 3" 12 '- 5" 12 ' -11 "
120 MPHW. LOAD 11'-4" 11'-5" 12'-0"
3.0"X 12"X 0.032
-Ioo-MPHW. LOAD
110 MPH VI. LOAD
120 MPH W. LOAD
~b~~l~l~~~ ~bLa! 31Q~ tl=l~ tl!NI~~ l~~QQQ ~~l !IEb~ ~IBENqItl
PAN SIZE MAXIMUM SPANS FOR LOADS & D.H. SPECIFIED
3.0"X 12"X 0,026 NO a.H. I' D.H. 2' O.H,
-Ioo-MPiCw. LOAD 13' - 6" 13' - -B" 14' --1"-
110 MPH W. LOAD 12 '- :3" 12 '- 5" 12 ' -11 "
120 MPH VI. LOAD 11 '- 4" 11 '- 5" 12 '- a"
3.0"X 12"X 0.032
-Ioo-MPHW. LOAD
110 MPH W. LOAD
120 MPH W. LOAD
15'- 1"
13'- 9"
12'- 8"
15'- 7"
14'- 4"
13'- 4"
15'- 3" 15'- 7"
13'-10" 14'- 4"
12'-10" ~ 13'- 4"
/
NOTE: 0.026" PANS WITH SPANS GREATER THAN 1~/'3. HALL BE SLOPED AT
MINIMUM OF 3/4" PER FT. 'I
VA 000197 STA MILL TOLERANCES PPLY
15'- I"
13'- 9"
12'- 8"
15 '- 3'"
13'-10"
12'-10"
NOTE: 0.026" PANS WITH SPANS GREATER THAN 10'
MINIMUM OF 3/4" PER n.
STA MILL TOLERANCES
WHITE ALUMINUM
d.b.a.
Aluminum BtJildinQ Systems
1107 N<rth ThomlJs Rd., L~urq Aorid~ 327+8
Phooe: (904) 7gJ-nS6 fax. (004) 787-9329
SHALL BE SLOPED AT A
APPLY
DRAWN: Ib
CHECKED: liB
SCALE: 1 ."
DATE; 5 18
JOO#
SCREEN, GLASS
AND VINYL ROOMS
OF 2
SEAL
", ~~':~ ;,'~:~.~2~~~':S?.rJ~:?::;'~'~~~~%i?tl!:~~~~~.;~'t::':"5i': '~':X;7'-'f'~", .t,\.:- :.ry.\1:~: ~:7-~':~. '_!;~?: ~~-;~,:.1:"'~'~;"'1~;M;:'(;~l>-~.:-<:~ S ',~~'~~"O; ,~"'::.>:' ;-"r/"T!'''''""7''i:"~~r ,~-'-- ",;"r-.: '.;'":"- ",.''1 ~I'" < r-'~.-"'"":,, y-. ,,','.. -~" ~r' '.,- ','" ,
-" ;.,'''l''.,''' On" -...... ,.,..___.~_..... '''__.1.,..~.......~'.'''F''-''''''-''''---'''' ..,..... _.,_ ~. _," ._.....
2' Min." ___ Min: 2500 psi O'Onc.
]Witb 6x6-IOxIO w.\v.
mesh or fiber mesh
Before _ typi.cal all ~rabs.
slope ._'
FLAT :'lOPE/NO FOOTING
0'- i'1/121/
Optional concrete cap block or brick. ______
1 I 4 bar continuous.
Maximum differootiol in soa height.
~
NOTE: Fiber mesh cone. does not
require wire mesh.
I no. 3 ~ Bar cOnt.
MODERATE SLOPE _ FOOTING
201/12" - 1'-10'
SLOPE FOOTING
> I' - I O~.
SLAB DETAILS ADDRESSING EROSION
______ Anchor aluminum frame to wall or slab
'. with 1/4" x 2 1/4" Thunderbolt or 110
, '.':' . TAP CON st~e or equal 6" each side of
- ....~ ~ upright and min, 2' Q,C.
.,.. ~ 8" x 8" x 16" block W<lU.
Deck or
. ground lvi.
,
1 , 4 bar at comers and 4 on cen ter
m cells and knock out block top coorse
.. . .; with YJOO p.s.i. pea rock coo rete.
.. . , ~
.' '. ------ 2 I 4 bars. !din. 2 1/2" off groond.
T
RETAINING WALL I FRAMING ANCHOR DETAIL
3 1/2" concrete slab 6 x 6 - 10 x 10
A1umi'lum attachment \ W. WJ. or fiber mesh concrete.
Stucco where oVIJilable. \ 1-
-t :'. ... 'C'... ..' .", T 3 1/2' mo.
'. Vi~ene vopor barrier under slobs
vanes haVing structure above.
Well compacted clean fill over sacrificed
natural soil.
Coocrete filled block stem wall. (8x8x15 eMU)
6" x 12- concrete footing with 1 I 5
cont. locote 00 undisturbed natural sea.
RAISED PATIO FOOTING
DATE
DESffilPTIOO
RE\1S100S
.-.........-.:""',........,-"<'""".,...,.::;-l;~.". -: ~..-"':..,~".....T:>.........J1' .....i'''"...-:'~~... ~ ~.'. . _. ~ .r.. ,....- _~' ,-- ",,_:;- ~.._ -_"~"" _n -, .-
1-
Aluminum structure footing
2500 p.s.i. concrete '.with
1 # 5 bar continuous.
aft
T ~ Min. 2 1/21 off ground.
CONTINUOUS
FOOTING DETAIL
J.. 2500 psi coocrete
~. ~. .. ~" ~
8" '.;' (I ,. .
~. ~. "I
T~ 161 ~
TYPICAL MONOLlTHICAL FOOTER
LA WRENCE E. EENNETT
aVl ENGNEER a: OOOOP1AEHT CQNSULTANT
P.O. BOX 43€8 S. DAYTONA. FL j2121-4368
PH ON E: (9(}4.) 253-9960
WHITE ALUMINUM
d.b.a.
Aluminum Building Systems
1107 N<<ih Thomas Rd., LeesbUf9, Rondo.. J27~
Phooe: (904) 7~-n66 Fax. (904-4) 787-9.329
Slob to be 2500 p.s.i. concreteNI 6-6 x 10-10 w."'. mesh
or fiber mesh. Provide 0.006 mil. viSqu€116 for 0/1 gloss
rooms. Recommend 'lisquene for scr~n rooms.
flot area w/ sod. 1
~.
I ,'.:-...-+-:; ~ ~'. . . 4-
-I I T
Compact slob area soil to S8 % relative deflsity.
T)1)ical all foundations and slabs.
FOUNOA TION SLAB
ON GRADE DETAIL
______ To wood deck C( beam
for aluminum roof.
I SOLA TED FOOTER
@ Virgin soil.
cID 16" x 16" x 4" coocrete pod.
@ 80 lbs. 2500 psi concrete.
@ Replaced soil.
(!) 1/4. x 2 1/4" expansion bdt 2 each per base.
VA - 000197
DRAlm: b
CHEO<ED:
SCALE: 1 '4- l'
OATr; 5 1
X6#
FOOTING DETAILS
SEAL
1
(f 1
'M',en bending panel dawn to fit
slope of roof more than 3",
cut panel riser and caull< D
and cover with riser clip
with 1 I 8 screw
each side of of notch.
2. x 2" roll form 't
angle with 2 110 x
2. screws into each
roof truss. Pans
attached with 3 I 8
)( 1/2" screws.
~~
I~
-I-
Max. Spon Table 1
~I
Max. Span Table 1
SINGL~/DOUBLE WIDE MOBILE HOME ROOF OVER
@
@
~
2" x 3" (or ,. x "") x .0<<" roll form oIumnum angle with 1" 110 s.m.s. 8" O.e. i'lto CO<lch framing.
2" x .." X (V<riOU9 length) EPS foan baord insulation.
Roof edges coo hove gutter. C slat trim or no trim.
3 , 8 x l/t sneet metal s<:rews with 5f?: washer e<Jch ~d of each 1 1/"" roof panel.
TABLE 1: MAXIMUM SPAN FOR VARIOUS ROOF OVER PANS
WIND VELOCITY laD MPH l1U MPH
PAN SPEC
INDUSTRY STANDARD 3105
1 1/4"X 12"X 0.019"
1 1/4"X 12"X 0.024"
1 1/2"X 12"X 0.019"
1 1/2"X 12"X 0.026"
3"X 12"X 0.026"
ALLOY 3105 - H - 3a
120 Mt>H
H14 & H2S
a'9"
10'6"
7'a"
7' a"
13'a"
MIN. YIELD = 28000
7'5"
8 ' 11"
7' a"
7'S"
1 1 '5"
S'O"
9'7"
7'9"
7'a"
12'5"
PS I 1'-
O.H.
DATE
OESffilPTIOO
WHITE ALUMINUM
d.b .a.
Aluminum PAJilding Systems
1107 Na1h Thomas Rd.. Leesburq Aorld~ J27~
_~hooe: (904) 7'07-n66 Fox. ~904) 787-9329
ROOF OVERS
LA WRENCE E. EENNETT
OVl ENGNEER .J: DEmOPYEHT CONSULTANT
P.O. BOX ~8 S. DAYTONA, fl. 32121-~8
PHONE; (904) 253-9960
:ZE',.,S1CNS
......... --_....'-----._.------..-..'~-""".--.----. ~,.-..- -- '," ~... ....
GENERAL NOTES
1. THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH THE STANDARD BLDG.
CODE, 1988 EDITION.
"THESE PLANS HAVE BEEN DESIGNED TO
COMPLY WITH THE MINIMUM DESIGN
LOADS OF CHAPTER 17, AND SPECIFICALLY
WITH THE MOST CRITICAL WIND
REQUIREMENT OF SECTION 1205".
DESIGN LOADS
WIND LOADS
23 P.S.F.
27 P.S.F.
33 P.S.F.
WIND VELOCITY
100 M.P.H.
110 M.P.H.
120 M.P.H.
2. ALL ALUMINUM EXTRUSIONS SHALL BE
6063-TS ALLOY UNLESS OTHERWISE NOTED.
3. ALUMINUM ROOF-OYER PANEL ALLOYS SHALL
BE AS NOTED IN SCHEDULE I. ALL OTHER
ROLL FORMED SECTIONS SHALL BE 3004-H36
OR 3105 H-3a.
4. THE MINIMUM THICKNESS OF ALL EXTRUSIONS
AND ROLL FORMED SECTIONS SHALL BE AS
SHOWN ON THIS DRAWING WITH THE STANDARD
TOLERANCES IN ACCORDANCE WITH THE
"ALUMINUM STANDARDS AND._DATA, 198a
EDITION", ALUMINUM ASSOCIATION INC..
WASHINGTON, D.C.
S. I T SHALL BE THE RESPONS I a I L I TY OF THE
PERMIT HOLDER TO VERIFY THE ADEQUECY OF
THE EXISTING STRUCTURE TO SUSTAIN THE
NEW SUPERIMPOSED WIND LOADS AND TO
VERIFY ALL DIMESIONS AT SITE,
6. ALL EXPANDED POLYSTYRENE (E.p.a.) INSULATION
SHALL BE MINIMUM '.0 P,C.F DENSITY.
1. R VALUES OF MOBILE HOME SYSTEMS WITH AND
WITHOUT 2" EPS ROOF-OYER SYSTEM HAVE BEEN
DETERMINED BASED ON TEST RESULTS MADE BY A
NATIONAL ACCREDITED TESTING LABORATORY ,
(NBLAP ACCREDITED TEST), IN ACCORDANCE WITH'
THE ASTM 236 DESIGNATION HOT BOX TESTS.
REPORTS ARE ON FILE IN THIS OFFICE. R VALUES
FOR 3/4" & '" EPS ROOF-OVER SYSTEMS WERE
CALCULATED USING THE CURRENT EDITION OF
ASHRAE HANDBOOK AND DATA FROM ABOVE
DESCRIBED TESTS.
VA - 000197
SEAL
~ 2
Roof spans Table 10
Fill goble with
vertical vented
soffit ponels. c$-~'
>> ~~\ ~
>> ;. \1:
~
J-
k '<"
rOOf
/)0/7 f!I,
Ii
Cut existing pans
bock to ~am.
j" x 1 t roof pone!.
t x t hollow tube
fastened to U channel
with 1 I 8 x 1/2"
s.m.s. each s~e top
and bottom.
2- x 2" hollow tube 16. o.c.
U enonnel fastenoo to ~ch
roof truss with 2 # 10 x 2-
$(;few.
Exlsti1g roof poos.
Existing post
ond b~m.
2 110 x 't SCl'e'*' into
existing roof or roof trusses.
o 3 I 8 x 1/2. S.m.'. with 5/8" washer eocn connedioo point.
@ Install .00> angle to beam and home with 110 x 1- screws 6- on center.
@) fasten .040 't a1rje into roof with # 10 x t screws 8. 00 center.
BUILT-UP ROOF
.026" or .032" aluminum roof
1-
# 8 x 1/2" s.m.s.
24. o.c. along ridge.
.014-5. min. aluminum cover
Rigid insulation
Pan size vories
INSULATION OF EXISTI;\~G ROOF OET AIL
NOTES: 1. NSTALL RIG1D 80ARD fOA-1,! INSUlA nCN iNTO ALU!.IINl.'f.I Rea' PAN
2. CO'vtR INSUlAnCN \11TH .01~5' PROTECTOR PANEl 'ilITH O\t:RWPiNG SEAMS.
TABLE ~ MAX. ROOF PAN SPANS FOR GLASS ROOMS
OPE:rBUILDING SPA1-l USE "A"~ AS SHOWN Oti DRAWINGS READ SPAN
BELOW
M:!l!:t!!!IN!lt! ALl:,QX 3105 !!-28 MI~I!1!m 28,000 PS! YIELD ~:rnENGTtl
PAN SIZE MAXIMUM SP~~3 FOR LOADS & O.H. SPECIFIED
3.0"X 12"X 0.026 NO O.H. l' D.H. ~' O.H.
100 MPH W. LOAD 13'- 6" 13'- 8" 14'--'1"-
110 MPH W. LOAD 12'- 3" 1~'- 5" 12'-11"
120 MPH W. LOAD 11'- 4" 11'- 5" 1~'- 0"
3.0"X 1~"X 0.03~
lOOMPHW. LOAD
110 MPH W. LOAD
120 MPH W. LOAD
3. iNSULATICN PANEl SHALL BE CLOSED I1ITH ALl1l.1i!'NW END CN' TO SECVRf:
INSUlAnON ~C(MENT MID TO OfSCOURAGE 1HE ~EsnNG Of \\1lDUf1: ',1,0 INSECTS.
4. PROTECTOR PANEl 'MLL erE SECuRED' BY I 8 x 1/2' CCAAOSiON RE~r,A."T S1tEl
SCRfllS I\tlH 7/16' flEAD WASHERS.
5. sa'lE'N PATIDiN S1\LL 8E A 12' ON .ALl. PER:!.IUERS AND 2~' IN CfX1tR FJELD .-
o~ UCH PANEL
5. ALIIJ~MJ!./ 00 C/JI v.u Sf: A TIAa-lED I'tI TH 3 # 8 x 1/2' s.!.l. S. $CRE\'IS.
7. SUJ.. .ALL ~GRE\\S HEADS '1IlTI-i Bum RUffiER CALU<l!l;;.
15'- 1"
13'- 9"
1~'- 8"
15'- 3"
13'-10"
12'-10"
15'- 7"
14'- 4"
13'- 4"
NOTE: 0.026" PMiS WITH SPANS GREATER THAN 10' SHALL BE SLOPED
MINIMUM OF 3/4" PER FT.
a. IJNIDERSl~ 1$ Ro:f SH.ALL COl.IPl'( 'if\1H THERIOt ~ARR!ER REQUiR[\,lf.N!'S 1$
SEcnCI-I 717.1.3 sec '988 W / 89 REV1SICN. U0ejli HCMES f.4EET 1H1S REOUIRMNT.
(U,SS ROOI.!S SH.ALL t.C[ET TI-i1S REQUIRDLNT.
STA MILL TOLERANCES APPLY
R - VALUE SCHEDULE
iNSULATION THICKNESS PRODUCT R-VALUE @ SYSTEM R-VALUE @
t PLAIN 7.70
2- wi FOIL ON ONE SIDE 7.70
2' 'II FOIL ON TID SIDES 7.70
1" PLAIN 3.85
l' FOIL ON ONE SlDE 3.85
3/4' FOil ON B0111 SIDES 289
· R=12.01 FOR EXISTING INSULA TED MOBILE HOMES
6.67 FOR EXISTING NON-INSULATED M081LE HOMES
7.95
8.85
8.95
t78
6.29
5.31
DATE
LAWRENCE E. BENNETT
avt ENGNEER k OE'vUOPMENT CONSlJt.rmr
P.O, BOX 4368 So DAYTONA, FL 32121-4363
PHONE: (904) 253-9960 c
WHITE ALUMINUM
d.b.a.
Aluminum aJilding Systems
1107 Nath Thomas Rd., leesburq~~d<\. 327~
Phooe: (904) 7~-n6o Fax. (:1V't) 787-9329
DESCRIPTIOO
RE\1SlCNS
"_"'"""",",~""!"__<(*:__r__"",,,:,...,,,,.,.,,,_....~ ,.,...,.,._.
ROOF OVERS
2
ex 2
SEAL
II>
~
-
...J
~
E
~
DOUBLE CARPORT
'II
R
-I
,)(
II
II
~, lI: W At = 'N 2+tLh.
.... ,... .....,. .%~~ ~
:-:-:-:-:-:-:-:X:-:-:-:-:-:-:"~ /
':-:-:-:-:-:-:-:fL':' :-:.:-:-:.
:-:-:.:-:-:. :-:X:-:-:.:-:-:-:-:
.:-:-:-: -: ': .:-: 1}: -: .:-:-:-:.:-:-
:-:-:-:.:-:':-:X:-:-:.:-:-:-:-.
':-:-:-:-:':':-:1[:':':-:-:':-:'
:-:-:':-:-:-:':-11-:-:':-:-:-:-::
n
.i...
II
II
II Overhang ..ades
II
w
NOTE: For beam span length "A" for
Table 2 eQU<Jls the !at'gef of : A =W
A =W/2+o.h.
1/2 I
. sl~e
-
12
FRONT VIEW SINGLE OR
-DOUBLE BAY CARPORT
1/2 r
. slope
-
12
w
w
END ~EW DOUBLE CARPORT
DATE
DESffilPTIOO
SINGLE CARPORT
q,)
~
~
...
~
II
II
A~W 2+o.h.
w
~
...J
~
E
g
co
1/2 I
. slope
-
12
"V( for pan size see
Table 10 after comput-
ing · A. largest V'<llue.
END VIEW SINGLE CARPORT
TABLE 1: ISOLATED FOOTINGS
ISOLATED FOOTING FOR BELOW
FOOTING TYPE & SIZE
POURED CONCRETE
l'O"X 1 'O"X 1 '0"
"4"X ,'."X ,'a"
,'a"x l'6"X 2'0"
l'S"X l'S"X 2'0"
l'S"X l'S"X 2'6"
2'O"X 2'0"X 2'6"
2'6"X 2'6"X 2'6"
PRE-CAST SLAB WITH SO lb.
1'-4" x 1'-4" x 2'-0" (TO
fJ Bolts 5/16 x 3 1/t
per schedule.
3" :< 3" post per
schedule.
5/16 x 3 1/2" bolt.
2 - 2 1/4" x 1/4"
T-bolts per Dase.
Concrete slab Of
isolated footer.
POST AND BEAM
CONNECTiON DETAIL
MAXIMUM ROOF AREA FROM CARPORT POST WI
LISTED WIND VELOCITY UPLIFT LOADS,
100 HPH "OMPH
29
86
'63
1S7
275
346
463
SACK-CRETE
SLAB) 117
120HPH
25 21
12 61
136 116
156 134
229 196
288 257
385 331
ON TOP
97 56
LA WRENCE E. EENNETT
OVl ENGHEER .Ie DOOOMNT CONSULTANT
P,O, BOX 4:368 S. DA'r'1"(:NA, F1.. .32121-4J08
PHONE: (904) 253-9960
WHITE ALUMINUM
d.b.a.
Aluminum &Jilding Systems
1107 Netih Thcmos Rd., Loesburq Aorld~ J27~
Phooe: (904) 7~-n66 Fax. 19O#) 787-9J29
RE\1SlCNS
~"'r."""'~."'I';t.~:~~.~--""."::4:-~:-,""".:'''-'!'-'''''':''''''''':-''~ ,...~. '-'_'_-~_"''''''''';''':~'''''~''''~''-'''''-?'-';'''~-.~'''':'.J1':''~''"'~.'...........,.,..,~..,.....- ''''''4- ..!'"
TABLE 2: MAX. ROOF BEAM SPANS FOA ALL CAAPORTS 6063 T-6 A: LOY
6!AM !IZE " FOR SPAN: L ON DRAWING USE "A": W + O.H. ~R "'II"
2 X 3 ~ ~.05 TI,LT BEAM EXAMPLE: "A":7'+2':9' SEE 9' WIDTH "A"
WIDTH A WALK ON R:/,~20 MPH W.L. '00 MPHII.L. "0 MPH W.L.
5, 6 0 9'3" 13'5"
6, 1'4" 13'5" 7'13"
7, 619" 7'10" 1'1"
8, 6'4" 7'4" 6'S"
9, EXAMPLE 5"'" 6'10" 6'3"
10, 5:13:: 6'6" 5'11"
" 5 5 6'3" 5'8"
12' 5'2" 5"'" ",,,
,"x 4"X 0.05" TILT BEAM ... ...
5' 9' 9"
6' 13' 11"
7' 8 t 3"
13' 7' 9"
9' 7' 3"
10' 6' 11"
11' 6'7"
12' 6' 3"
2"X 4"X 0.120" S.H,a.
5 '
6'
7 '
8 '
9'
10'
11'
12 '
2"X 5"X 1.54" S.M,B.
5'
6'
7 '
13'
9'
10'
II'
12'
2"X 6"X 0.135" S,H,S.
5'
6'
1 '
s'
9'
10'
II'
12'
2"x 7"x 0.130" S,H.B.
5'
6'
7 '
S'
9'
10'
,,'
12'
2"X S"X 0.224" S.H.S.
5'
6 '
1 '
s'
9'
10'
11 '
12'
2"X 9"X 0.224" S,M.S.
5' 28'3" 33'1"
6' 26'2" 30'3"
7' 24')" 213'0"
S' 22'13" 26'2"
9' 21'.1. 24'8"
10' 20')" 23' 5"
II' 19'4" 22'4"
12' 18'6" 21'4"
NOTE: FOR SCREEN OR VINYL ROOM FRONT WALL SEE TABLE 4 OF
PREVIOUS SECTION ON GLASS ROOMS.
1" 3"
10'3"
9 I 61'
8 111"
13'5"
13'0"
7'7"
7'3"
12' 10"
11' a"
10' 10"
10' I"
9'6"
:)'0"
SIt 11.
8(3"
14' 10"
13'6"
12'6"
1" 8"
1" 0"
10' 5"
10'0"
9'0"
lS'2"
13' 10'.
1 2' 10"
12'0"
11'3"
'0'8"
10'3"
9'9"
17' 5"
'6'0"
14' '0"
13' 10"
13'0"
, 2' I"
11'10"
11' 3"
17' '0"
16'5"
15'0"
14' I"
'3' 3"
12'5"
'2'0"
11 i 5"
19'6"
'7' 10"
16'5"
15'5"
14'6"
13'9"
13'2"
12'7"
20'6"
18'9"
11'4"
16'3"
15'4"
14'6"
13' 10"
13'3"
22'S"
20' 7"
'9' 1"
17' 10"
16'10"
15' 11"
15' 2"
14'6"
26'S"
24'2"
22'."
20 ',11"
19'8"
lS'8"
17' 10"
11' I"
30'6"
27' 11"
25' 10"
2.'2"
22'9"
21' 7"
20'7"
'9'8"
10'3"
9'5"
8'8"
8'2"
7'13"
7'3"
6' 11"
6'8"
13'S"
12'4"
, 1 '5"
10' ,"
'0'1"
9'6"
9' 1"
S'8"
16'0"
14'7"
13' 6'.
12'1"
1 1 ' 11"
11' 9"
10' 9'
10'4'
18'9"
'7' I"
15'10"
14' 10"
14'0"
13'3"
12'8"
12' I"
20'7"
18'9"
17' 5"
16'3"
15'4"
14'S"
13' 10"
13'3"
21'11"
25'S"
23' 7"
22'0"
20'9"
19'8"
18'9"
18'0"
28," 9"
21'7"
25'7"
23'11"
22'6"
21' 4"
20'."
19'6"
VA - 000197
CARPORTS
.
e
o
.<:
!!
:Q
o
e
For (rant beam use
" A." · W!" overhonq
S t ruel ur e Qrode
IMcmal ply with
lob vinyl sldinq.
- Shed is thre.G (rOOled
wall Olloohe,d 10
mobile home.
A .1
I varies
See cOMection deloil NO I TYPical
I,"x pon (see charts) use "1'1" 10
select pan for required span.
All beams. pans
and fosl eners ore
site<:1 for 120 mph
wlndlood.
Aluminum beam
L (or ",'1:'. 1'1/4. c.h.
2"x2"xO.044"or
2"x 4" 24"0..:. pI p
/ ~;:~O::I:~'or
2"x"4 PT? pia Ie. or
, . 319" Dyno' bolt 4'o.c.
'=-== - - 0,006 mil visqu~
vapor borrier.
UTI~ITY SHED AND CARP9RT
WALL SECTION
w
a::
i2
~
V)
t-
V)
o
:x:
NOlES: t. "".. hc.t ,lrvc:lur. ~ rr<13OI'<y ,,' 1/" , 11/.'
.n.. p;", '" '1" 121/" ThondoM\s (,1<004 cl>cC.)
2. ro losI.. Ih. ai:rti-og ",~r~ 10 ron.. lols r.-.t oriIk
110 I J' SJ!I.s.
EDeE BEAM: 'A' 2 W!2 CR W!2 + O.H.
EXAMPLE OF CARRIER BtAM
SUPPOSE: 'w' = 20' a.H. = 1
, 10 i.I.P.H. 'NINO LOAD REOUiRED
IN 1'rlE 110 M'p,H. CQGMN OF
TABlE , READ DO'~ 10 fiNO
A'IV VALUE OF 21' OR GREATER.
READ L~FT TO FINO 8EJ..Y SIZE
AND POST SPA-CiNG.'
'\.' = 2' x a' ,BUM
o 8' 9 1/2" SP AC\!'~G MAX.
2' x 9' OCAM
I) 1 0' ~' SP ACING MAX.
EDC( BW.l
SElleT t' FROM TAIli 1
'A' . 'fi/2 + D.H.
~
i
VI
19
x
~odr, !)?O I
nterkt' post mor.
See ',~o ..
M<toor oitll _ eMIr'"
j
1
If
1
Wood ~~ slitd 2' I " ..~
"'",.". ~t<rttd p~. plot.
Q'lChcr 10 CGrlCfetc wilh '/4--
~,....,..boIu 4' ~~ u;;ill
,1r""l\tl161~ bo.I><:II.
t/oot .aII ~1lI1 ,,1o?i
L from Tob:. 1
co, '4' . W/2 . "il,
Shoo"~, T)?O I d",otes
ettenai' ;>os( root iJ"eom.
Set Tobit 4.
DOUBLE CARPORT 'NtTH CENTER POST
.i
t
g
~
..
..
t10sMq =1 90 under the rrs' '''''
01 stli>4<1 Q mili>l.m 01 ~'.
2-, \0'
H.oo.r
lid 'iX" b_
,d.d L "om
T.bIe 1 u>o
.,... . .
I"
Aj2 ~W
I-
J,- receiving channel
anchors w/3~n.. 8111-
~fOOI.
2-. _ mid span
~~~ 1'~i"~le .pon
See Delod N" '2 Typic 01
co
~'
..
>i
..
Do not block fire
exit window.
8' x 12' utiTily shed
2'\4"- 2'00 center.
3'-Od
QI
E
o
,C
~
:a
0,
E
~
.!:
~
;(
4)
Overhang varies
2dl( Front wall beam
select L from table 2
use "~'="W/2". o.h.
J" x 3' post max.
hgt. . 12' to/'
, 20 m.p.h, Mind.
See schedule.
III <ll
,~ :0
.... 0
0-
> <ll
...J~
SINGLE CARPORT
/ Ileod at ""Ik~. ."",
t" 01 ~I h.oOor.
, 10 I 1-1/2' wi1ll1\eod
\...,...... Ilv"'~~ bot heo<lor
'" It' Ctnt.. ;'10 host
,\ruel.....
3' x 12' Roof panel
See span t ob la.
(3) I 3 s.m,s.~ilh washers (per 12' pan)
or 4" an center max. 6-1/4' x (t + n
with woshers (per .' ponel) 8" Ct1 center.
OET AIL "A"
Root poa
> I a x 1/2,' xrm It ..c.
r'1 ~ ~t1om pal'"
5 on con''''.
See chor1 for rool
panels 2 x_
coirier beam.
2500 psi concrele
with S.S < 10. 10 w.'<<,
mesh CNet 0.006 ,
mil vi~q\.ler\..
1-' .---.-
\focie.
SECTION THROUGH CARPORT
---, ~;.':orm
~i>9
./
The hoW do,. ocr., sho.I4
be 0 ""'"""" 01 " I<<k
~... lilt edqt 01 Ihe n...'inq.
-A'
, varies
DATE
DESCRIPTION
(1) , a. . /t ,;\h ~,cod
IJ!LI. fop " eod1 ri'et'4
(~) ;>or roo' iX" , a I 3/~
with heod !.m.L Oft cent<<
nto ~.....
(3) ptl' rOff pOll
, 10 I " ,;(II htod
l../'II.s. lY'l.Jh roof iX"
~ bot hf'ldel' '" cent..
nto f10st r.1J<l.....
DETAIL "A"
w
~
U
~
~
V)
t::;, , 10 x , lIt
g " ~c. ot~<4
I ~ comP</Sl'. roof ~
Set ~(Xl lati..
.. ,001 iX'"
I. n,slii"j 10 be i1sl~:ed Q m;,im.m 01 "
under t1't' r..sl re. Q( s.htl9es. .
1. Stoodit'd ,oil rat l1c>Ioin, is I~' .019 ml coi.
1 rlf'Sl few of :'lQis "I hove lo W rtmo'w'!d to
,"sl::AI noohil9 p<op<rly.
I. f1o$1"q ". be ilsl".~... l/I. Iell poper
wheo po3sl>l..
So Hcodct ,I b. P\ltty I~d and caulked ....
1/1"';' II:"h;', is t. b. il.\~od.
,. If the <flop ~"'" the ~ 01 the "'i1~1o
do.. '0 \1'.. I" "1 'h. heod<r is moro lhon "
\1'.... 1/1. <llip eOolO/'t1 ho... 10 be lHol.. to
c~(Qfln to l1Iis ~ClL
7. '0\1'... "., n,ohilq \ Ihe smoI.>I ~" hood...
0'0<>100:0 sliould be'uocd. '2' ,OJQ ml ,~HOfm
'" " tortol\form isb<sl ,,"led I", h..deI' sileo
il ,~s It,, nap r'll 01 Il',. h.odeI' bact /rom
\1',. eOole 01 the ~
FLASHING ON SHINGLE ROOFS
WHITE ALUMINUM
d.b.a.
Aluminum &JiJdilTlQ Systems
1107 Naih) Thcmos Rd., LeeOOurq,~o/1d)o.. J27t8
Phone: (904 787-nS6 Fax. l~ 787-9329
CARPORTS
'!'~:r,,;.;~~~~<~~?~i(~~f)~~~$1~~}~:.-i(~;;..ff'~;~~~:t'~~~-~t.~;._>; --"~::i-: ~_{':':)1.:::,:;'"C ;'.':;-;:: ~:}'7",,,?,~- ,~;:::; t;"r.-'~~:~i.~~-w:"":W_~~'_ 'J;:_;~ ~9:q~.o;r~'.'\.1';r~:"~~r~~"~~r.r"....'foc:\."':-"-?;:~~:',.'"",,~::~~.:'v"}-r 'r.n:.-,;-_~ -> :"'-~'~::r.',:.r::7'~_"'-::-;'iIr'~~'P"'~~_"'6.~-~,"''''--r:::',': r '~.~.....~-..........,... "","" ,....~._--_-, ~~-.. -- ..-~ - ... .__ '"f
RE'ASlOOS
EXTRUDED" HEADER
LA WRENCE E. EENNErT
OVl ENGHEER Ie DOOOPMENT CONSIJl.TANT
P,O. BOX 4J68 S. DAYTCtlA, Fl. .32121-4..368
PHONE: (904) 253-9960
4"
f
T
-4
Ivtchot witb I'I~" d'>onr...
'2',_'
CMt. pun"
Od.n O<itd 'i,.'
..... ioCi. I
'4' . '11/2
j
,J
1
IMd 5p<I1 ~earo
.d,d l ~om
r.~it I use
'4' . 'II
A.HtrnQ(c
tOO<l fnme shed t . .- o.c.
1""01(' ~eo,td p~. pI,tt
fX1~ct 10 wtae!t witlI t/4-
Of'O-b~\. .' ~.. uplill
,Ir""l\tl 161~ bo.A>at.
.,.
,.
'!
Se'ed ~
~Ont fobl. 1
.11 '4',,0/2
Sh...., r)f'f I
See l' Q~e ..
I"
'11/2
.1 ~O^
-I
'11/2
.! 1
'II
I"
DOUBLE CARPORT 'MT.HOUT CENTER POST
3- receiving chamel
anchor w/3 - n..6., "
SMS per 1001.
2", _ mid .pon
beam .ee Simple span
table I >he." ~
JI
:.0
~
,,?
~
..
See char t fOl' rool
ponels 2', _ 3',3",0,05" post.
corrier beam.
See 0"011 1'1' ~ ~yp.
2500 psi eoncre~ e w/ Spoce 'nex.
S. 6 . 1Ox10 Ylw. me""
CN.. a 006 mil,,~
or fiber rr.!sh.
r4" See 1001", ;01011.
T
,..
-1
varies
SECTION Tl-ROUGH CARPORT
1I01!: Cross b<a1I otloc!lc4
ot coIJmft U ~......
Seom ;<<' ~Jl lobi..
(2) , a x 1/2' _/ t>eo4 s.m.s. pa~"
. l/t center mOlC. ttY0\I9h l' I 2 ,/(
cIlalr,e1 ;,{o bea...
(2) 5/1" I 31/t
CAll. 51. tx:I\J t"O\I~
" x 2 '/S' I 0.0tS3 eIi.nrod
.1 I a x 3/( .1 h.od 1.l!I.s.
o , 1ft Cll1t.. m... b.tll .1<les.
DETAIL >>A"
NOl(: Con~octor shdI p,ovid. ,",iroC1ltioo lhol Ih, host .tn.clu"
;. .ltutt"'<1I, ~oblt to lho ,lruc;Iur. s,,,,,,,- llJ.OOI";)
.- . ~- -~""" I
VA - 000197
SEAL
CF
TABLE 1 MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS & CARPORTS
OPBirBUILDING SPAN USB "A".a AS SHOWN ON DRAWINGS READ SPAN BELOW
ALUMININUM ALLOY 3105 ~-2a ~~~~~ l~~QQQ PS! YI~1~ ~IBEN~Itl
PAN-SIZS-- ----- ---~XIMUM SPANS FOR LOADS & O.H. SPECIFIED
3.0"X 12"X 0.026 NO a.H. I' a.H. 2' Q.!.~~
-Ioo-MPH-W. LOAD 13'- 6" 13'- 8" 14'- I"
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
-Ioo-MPH-W. LOAD
110 MPH W. LOAD
120 MPH W. LOAD
15'- 1"
13'- 9"
12'- a"
15'- 3"
13'-10"
12'-10"
15'- 7"
14'- 4"
13'- 4"
NOTE: 0.026" PANS WITH SPANS GREATER THAN 10' SHALL BE SLOPED AT A
MINIMUM OF 3/4" PER FT. ,
ELITE COMPOSITE PANELS 3J05 H-14 2,0 # EPS CORE DENSITY
PANEL SIZE ROOM SPAN = "Wi' AS SHOWN ON DRAWINGS
3"X 48"X 0.026 NO O. H. l' O. H. 2' O. H.
100 HPH W. LOAD ** 15'1" 15'8" 16'1"
110 MPH W. LOAO 14'2" 14'4" 14'4"
120 MPH W. LOAD 13'1" 13'3" 13'8"
3"X 48"X 0.032
100 MPH W. LOAD
110 MPH W. LOAD
120 MPH W. LOAD
17'1",
15'6"
14'6"
1 8' 1"
16'6"
15'3"
18'5"
1 6' 10"
15'3"
NOTE: IF ROOM MAY BE ENCLOSED WITH GLASS WINDOWS IN THE FUTURE
IT IS RECOMMENDED THAT THE ROOF PANS BE SELECTED FROM
THE GLASS ROOM SPAN TABLES.
DATE
DES<RIPTION
LA WRENCE E. EENNETT
OVl ENGNEER k DOOOPMEHT CONSULTANT
P.O. BOX 4368 So DAYTONA, fl. .32121-4368
PHONE: (904) 253-9960
REV1SlONS
HeQder and sill
N attachment.
.
N
.
><
2"
0-
(tl
><
N
,
N
.
=r
Q.
0'
~
1 1~. x 2 1/8.~
=r
Q..
0'
~
DETAIL "A"
J' x 12" roof ponel or
J' composite roof ponel.
U channel top and bottom
# 8 x , /2" screw inside and ou t
top and bottom.
~
1/4" X 2 1/4" Thunderbolt
24' O.c. or TAP CON style
screw 110.
DETAIL "B"
WHITE ALUMINUM
d.b.a.
Aluminum &Jilding Systems
'101 Nct1h Thomas Rd., Leesburq, Rorid)~ 321-4-8
Phooe: (904) 787-nS6 Fax. (90# 787-9329
1 1/2" x 2 1/8" U channel.
Top ran and bottom plate.
2" x 2- studs to 8'-r high framed 24- on cooter.
2" x 2" studs to _10'-5" high framed 16- on center.
as
ALUMINUM FRAMED UTILITY ROOM
2' x _ e~trusion.
/ per span table.
Nternote: Utility shed framing
2' x 2' x .044' '11/ l' x 2" x .044"
! plote onchor '11/ 1/4' x 2 1/2'
Topcon drive pins or equal 6'
eoch side of post and 2' o. c. m~ x
" x 2' extrusion.
3 - " , 10 s.m.$.
into screw slots.
fl.i'l. 3 1/2" cone. slob
with 6 x 6 - 10 x '0 wwm
or fiber mesh.
ALUMINUM FRAME FOR UTI~I;P( ROOM.
POST TO BASE AND POST TO ':SEAM DETAIL
CARPORTS
VA - 000197
Openings in exterior 'Noll.
A 'Nell stud shot I be at each side of the opening with the ends of the header supported os follows.
1. for openings 3 fl or less l\'ide each end of the header shall rest on a single hea(jer stud Of may
be supported by framing oochors attached to the wall stud.
2. For openings greater than 3 fl but not more than 6 ft. wide each end of the heoder shall rest on
o single header stud.
3. For openings more than 6 ft. wide each end of the heoder shaij rest 00 two he<Jder studs.
DATE DESCRIPll00
r
.1
o Center ledger pier.
@ 2" x 6- joist hooger each ~d
@) Bridging 48" 00 center,
5/8" Be pl)'llooo. Face grain
perp€l'\dicular to joist.
Host structure.
Wl(jth (vaies)
NOTES: 1. All WQIl framing 16" a.c. (Exception: 24" a.c.
for wooo storage room.)
2. Pier post can be bolted to slob or continuous
footer or have isolated footer each pier. Ledger support.
SeG concrete.
TYPICAL WOOD DECK
2 x 4 wood frame walls 16" a.c.
up to 10 ft. high. S8Ca 1707.3.2
WOOD FRAME ROOM TYPICAL
Sub fascia.
aess C Roof; l/t pl~ood or part~c1board roof shooting
15 lb. felt. Asphalt or fiberglass shingles.
Hurricane anchor
each pist to
center stringer.
~~m~ /\1
Alumnum foscia.
Alumnum or vn~ sof1il
Sheeting; soca 1707,1.5
3/8- plywQO<j min. or 7/16 ~berboord.
Rafter per span table in NfOP~ span tables for joist
and rofters S8Ca 1708.1.
Rafters; Southern pine 'Fb'=1550 'E'=1,7oo,000
Ceiling pist; Spruce 'Fb'=1150 'E'=1,300,000
or
llIetd plete connected wood roof truss.
sacCI 1708.2.2
Hurricooe anchors
O<luble top plate.
NOTE: Center stringer required only
if depth of deck exceeds 10',
Openings In Exterior Walls
A liall stud shallbe at each
sid~ of the opening with the ends
of the header S1Jpporled as follows:
1. r or openings J fl or less wide
each end of the header shall rest
on a 'single header stud or may be
supported by framing anchors
attached to the wall stud.
2. for openings more than 3 fl
oot not mere than 6 ft. wide ooch
end o( the Mader shall rest on 0
single header stud.'
J. For openings more than 6 fl
wide leach end q,f lhe heodet: snail
rest on two header studs.
I j- x 12" alumimrn roof panel or
... e1ite?/ x 4' composite panel.
Root sp<1I'l
Span chart 10
DoOOle top plate.
6- flat str~ 3t c.c.
T~iC<ll exterior mish.
VItl)4 or a1umrom
/ siding, stucco with
vapor !xIrrier or 100d
(T-l11 etc.)
Headers; saCCI Table
Non. strucl sheet.
Roof load := 2CU + IODl
All headers are considered
to be en edge.
2- x 4- span up to 4' r
2- x 6- 6' 8"
2' x 8- 8' 3-
2" x 10- 9' 10-
2" x 1 t 11' ~.
Interior finish gwsum -'
boad <X paneling. ~.
, 3/8- min. plywood on comers
with foam or insukltor boord
or Denny board total structure
NOTE: Wood utDity storage
rooms framed 24" O.c.
l.p to 10ft. high
Double perimeter beam.
'\. 2- x 6- PT deck Pistj
\ 16- a,c.
3- x 3- X .090' posl
Nailing And Stopli~ Requirements
The number and size of naas or staples
coonecting wooo members shall not be less
lhan tho~ specified in Toole 1705.1
Whe(e nails of a twe other than those
shown ii the table are used, the number
and spocing shall be in accordance with
the manufacturers nstructions.
VA - 000197
WHITE ALUMINUM
d.b.a.
Aluminum PAJilding Systems
1107 N<tth ThOrMS Rd., Leesburq Aorid~ J27-4a
Phooe: (904) 7~-n66 Fax. (904-4) 787-9329
LA WRENCE E. EENNETT
QVl ENGNEER &: DEVROPUENT CONSULTANT
P.O. BOX 4368 S. DA~A. fl. 32121-4308
PHONE: (904) 253-9960
RE'v1SlONS
WOOD FRAME
SEAL
~ 1
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