HomeMy WebLinkAbout98-7733
BUILDING PEeRMIT
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CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
77 3 3~
Date f- ~ - 9 ~
Zoning:
Description of Work
FINAL
NO OCCUPANCY BEFORE C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application, C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
b~
Valuation or '!/...d., .1/ 2. ;
Contract Price I {)
~u
-
Permit Fee
Signature
Company
Address
Telephone#
City License Registration # t;13
State Certified License#
Ftr.
Pre SLB
Lintel
FRM. SP6/q~
Insul. CL
WL
u~- a~~vx~~
ELE~AL
..---
(J 0 Tp. Servo
~
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
BUILDING
PL~-.
~L
-
7!1J!11
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
&oL
Driveway $_15',., 9fr--&
~~:V1S 'S" /)., Al Qf>
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($~) shall be made for each trip for each trade:
:L!:> '-. 07J
Wrong Address
Condemned work resulting from faulty construction.
Repairs or corrections not made when inspection called.
Work not ready for inspection when called.
Permit not posted on job site.
Plans not at job site.
Work not accessible.
a.
b.
c.
d.
e.
f.
g.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
7bVO P
:;;- f--JOr- (L pJfUG~:7;J1!i: 1?)~/'7Es
~ ~ -..~~b7 J-/uJ,f/ 5'1 Z~P#,
.,"8 ADDIU~SS ~ () I~ 1" td;Z S- 2 G /7-1 / ~ R/ ~ ,.A
APPLtcAttON rOR PKRHlT
CITY OF t.EPIlYiUI1LLS
BUlLbtNU'b!'ARTHENT
u.... ~! ,~i .
',.7\ f-l"'0
" ..;;
PIIONB '7 f' ~ -07.;> -;?' b
LEGAL DESClUPTION! LOT(S) BLOCK
pARCEL t.b.' .:]-,;)6 -';;j-()JjD -tJblJOO-Ot/ '1lJ
SUBOl
~ :~ 6 pL-l)<S.
5. 2--0 ~c
~G~. 20
WORk PROPOSED!~eV Oongtructiun ---^dditiun --..AI t
_SiAll ----"ove --pe..
~ . ----", F
PROPOSED USE! _Singie tal1y _'oJ
_tu.@rciai _lndust. _Swb
--Restaurant .. Ilealth Department Approval
DESCRIPTION OF SlOItk! Co#C~rE - -S~.6.AJ t!2tJtJJ?1- 0'1~(.rE.-
BUILDING SIZE! /t.f- X ~ 0 . ,S-~ D square Feet. ~ 7'lI)O iteigllt
RESIDENT1At: AttAt:ll (2) PWT PLANS Ii (2) SEts OF BUILDING PLANS" (1) SET ENERGY FORMS.
coHtiEftctAL! AnAtll (3) SETS OF BUILDING PLANS & (1) SET ENEltGY FORMS.
'Ro~tmtf StnlVlt UQUtREbrOR' ALL NEW CONSTRUCTION.
pERMtTS,REOUBSTED
/BUILDING
,$( ~L/-..9t, 00
valuation uf Tutal Construction
~LEcrRlcAL
--1tECllARIcAL
---'LtJH.blNG
AH.P Service
Florida Power corp.
W.R.E.C.
,$
Valuation of hecl~ical Installation
GAS
looFING
SPECIALTY
TYPE OF CONSTltUCTION! \ -Block ___FrMe _Steel
Other
FUUSHED ,tooR ~UYATI0NS:. .- .
ft.
IS 'PROJECT IN FLOOD ZONE AREA?
YES NO
..,..................,....................
BUILDER
CONTRActOR SECTION
~iL' , '- 'COtWAtty'" ,/7L-.5J1-Ltl IN).
I~ '. Ill:ll~e ter~, or Regist.' CRC:I>~I/.. PI>
# ~~ tity License Registration' ~~
..........................................
Signature
EI.BCTRlCIAM
COMPANY
state Cert. or Regist. .
city LicenBe Registration .
..........................................
SiRlUltu.ce
coMPANY
state Cert. or Regist. ,
City License Registration ,
..........................................
PLUHBER
Signature
COMPANY
StAte C@rt. or Regist. ,
city License Registration .
..........................................
.
HEClWUCAL
Signature
COMPANY
StAte Cert. or Regist. ,
City License Registration .
..........................................
otHRR
Signature
APPLICATION APPROVED BY
PERMIT OFFICER.
CONOt'l'tONS' OFI,PBhMl'r, ,AFFIDAVl'r
^. NOTtC" OF' DBED RESTRIC'tIO.NS . 't\".~N'll'\~ .~, ","
the undersigned understand. trlat tbls perllt .ar be .ubJec~!to \'detl!dre8trlcUons" whicb lay be lOre restrictive than Cily
regulation.. 'hi under.lgnl!d a..Ute. r'I~.ibility tor COIPll~te 11th any applicable deed restrictions.
B. UNLICENSED CONtRACTORS AND cONtRACTOR hESPONSIBILITIES
If the owner hd. hlr@d . tontr8ctot or contractor. to undertale work, they la, be reguired to be licensed in accordance with
state and local. tfgUlaUoo*. If tilt, toIitr8etor 11 not Hctnl8d .. required by lalf, both the owner and contractor lay be
cited tor a .t.dtleanor .lolatlon under Atate ta~. tt the OMntt Ut tntC!nded contractor are uncertain a8 to what licensing
reguireMentl tat .pply tot the intended worl, they Ire ad,i.8d to contact the City of Zeph,rhills Building Deparllent, (813)
788-6611. '
FurtheriDte, It the owner has hired a contractor or contractorl, he iB advised to have the contraclor(s) sign portions of the
.Contractor section.' of lbl. application for vhich they will be teBponsible. If 'au, as the owner sign a8 the contractor,
,ou are Indicdltng that you, tdther than the contractor, art r~Bponilble tor the Mork. If the contractor wishes you to sign
as contractor that 18' be an Indication that be il not propert, licensed and is not entitled to perlitting privileges in the
City of Zepbyrhill~.
C. TRANsPOnTAtIoH IMPACT FEES ANV UT1LITY CONNECTION FEES
D. CONSTRUCTION LI~N ~AW . (CUAPTEn 113. FLORIDA STATUTES, AS AMENDED)
I certify that It the applicant, ba.e been prOYlded with a copy of -'lorida'8 Construction Lien Law - HOIeowner's Protection
Guide" prt!pared by th. rludda DepartJent of Agriculture and C0n8Uter Affairs. If the applicant is so.eone other than the
.owner", I tertlt, that t hatt obtained. cop, of thi! abo,e described c10cuJent Bnd prolise in good faith to deliver it to the
"owner" prior to c~nt~nt.
IIpplication i8 hereby lid!! to I~tain a pllrlU to do work and instillation as indicated. I certify that no work or
Installation ha' toIM!nttd ~rlbr to i8suance ot a perlit and that lIt worl will be perforled to .eel standards of all law8
regulating con.tructlon, City todes, 'onlng regulatlon8t and land de.eloplenl regulation8 in the jurisdiction. I also
certify that t underttand that the regUlation. ot other got~rftJeDtat agenclel 131 eppl, to the'lntended worl, and that it is
.y responBibilttr to identity what Bctlon. 1 lust tale to be,ln ~liance. Such agencies include bot are not Iilited lo:
. Depirtlent of IBfironleBtal Regulation - C,prell Bayhea'.;Vettand Areas and Bn,ironJentall, Sensitive Lands,
Vat@r/Va8tewater treallent
. Southwest Plorlda Vatet Managetent Dlitrlct - Veils, Cypte.. larbeaa., Wetland Areas, IIltering Watercourses
. Arl' corps of Jnglneerl - Sta.alls, Dotls, latlgable Vaterwa,s
. DepartJent of Health' Jebabltllatl,e Ser.lee8, In,ltbhlent.1 Health Unit - Veils, Vastelfater treallent, Septic Tanks
. US InvlrOJlleDtal Protection Agency - Asbestos abatl!lent , ., I
I al80 certif, that, If fill 'aterlat is to be used in 'load Ioht -A' or .A,etc.., it i8 understood that a drainage plan
addressing d 'COIp8nsatiD9 .olDle' .111 be subtitted whieb .i. prepared by a professional engineer registered in the State of
Florida prior to perllt, 1..UaRed.
. A per.it issued shalt be conatrued to be a license to proceed with the work and not as authority to violate, cancel alter, or
set aBide any prOtistan' of the technical,codes, nor shall issuance of a perlit prevent the Building Official frOl tbereafter
regulrlng a correction of errorl in plana, construction, ot tiolations of any code. Ever, perlit Issued shall becOle invalid
unlesl the vorl ButboriJed by .uch perllt Is tOll8nted within 811 lanths of issuance, or if work authoriled by the perlit is
8uspended or abandoned tor a period of 811 lanths after tbe tIle the work Is cOllenced. One 90 day eltension of li.e, laY be
allowed for the petlit with fee charge of tI5.00. , The eJten8ton,~ball ~e requested in writing to the Building Official. An
approved inspection IUlt b@ togged during each sl. .unth perlbd,'~t the project will be considered abandoned.
VftRNIKG to ONKER: lOUR FAILURE 10 RECORD A KOftCl OF COMMIKCBKBMt KAY RESULT IN YOUR PAYING TWICI FOR IHPROVEHHHTS TO YOUR
PROPIRtt. IF tOO InJlfU to OBtAI" PlltAICIIIGt COIfSULt 111111 'fllJR tIJOIlR OR AM ATTORRIY BIFORI RICORDING YOUR IIOTICR OF
1DIIIIIt!IIIIII. lOlIII UI1JIlI tMot 'I y~ IIID 10 lIIalll,. iIOl POSt A '1IOflCl OF CllIIIllCIIIIiI".
l:I:r~' , ;/#L-L,
9IG11AtURI: ONKIIt OR A Itln 8IGNAtURIl: CONtRACTOR ~
," ,
8fATI OF FLORIDA
d -flu l
who
I .'.
"ro u
, '\'..~ idenU.,~~~~
1.'t8ke an o~~ /
(Signa~re)
, I ::,. J( tflullt/ 1);1/ ,vie c.... ~
---"7. (Name Typed! Printed or stamped)
. NotARY PUBL . ~".-""'" .. '. ,.,
., :& Randy Allen Daniels
~ Ng~~rv,:uEbliC, . State of Florida
. , XD res Jlln 18 Wo1
e~ Thnr No. CC61419S .
. o:"cial Notary Service
.." ro-Q121
y en anie)s
MyNcotarv Public, State of Florida
omm, ExDlres JIIIfl 16 2001
No. CC614195 .
Bonded Thru: Official Notary Service
1 aoo 723-0121
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38626 2nd Ave,
Zephyrhllll, FL 33640
ACE
ALUMINUM
Job No.
Phone: (813) 782-2616
SOLD TO H IJ-- IZ--
ADDRESS J..... t' (' - '-/ ~ 0 ;) 5"
SHIPTO 2 ErN YRfJILL1
DATE 'l -c2D ~ q~
PHONE -; !- c;)... - .:) ;)/' &
z.t:PfJ'!K R)f)ifE
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t= [;v' (.-- /.) I.;; tL/ ~ Jr~PS - DR-I L/E LV /1 Y
/0 ,YJ6 ~ /1' Sc/!..E E/J R-OOM
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..,A 0 :x: / -.f' x ~ 0 0141<-~
.;)/" X d / ~{xJ/: 0' ~"<?IH'.,-l:
PERMIT
PRICE
TAX
The underslsned -8rees to pay TOTAL PRICE a?99d .t'O
INSTALLERS FULL ON COMPLETJ - DEPOSIT
.........-------'BALANCE C.O.D.
~....--~
CLSIorriers Slpture
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SCREEN, VINYL & GLASS ROOMS
SECTION 3
3-1/2. SLAB ON GRADE
OR RAISED FOOTN3
<--LW~
FOR MAX.
lPRDfT
LENtJTH
~
I
ROOF
",of..........,
SELECT EDGE BEAM TABLE 3 . 1 . 1 AN>/OR TABLE 3 . 1 . 2
:I:
-rx2"
1
VAlES NO MAX. (aEV. SLAB OR ON ORADE)
TYPICAL 0LA8S ROOM WITH 80lD ROOF. TYPICAL FRONT YEW FRAMtm
. (H3GHT OF lPRDfT 18 MEA,stR:D FROM TOP OF -rx2"' PLATE TO BOTTOM OF WALL BEAM)
ALTERNATE CCNECTION AT
FASCIA ALLOWED
SEE SECTION 7 FOR DETALS
SOLD ROOF
LOAD WDTH
FOR ROOF PAN3...S
rFL:;+ P/2 -
....-
SIZE SEAM AN> COLIMNS
PER TABlES
J
O.H.
EXIS~
STRUCTmE
p · PRO.ECTION FROM Bl.DG.
LW . LOAD WDTH
.1
VARES
L P VARES ---J
TYPICAL SCREEN I GLASS ROOM
NOTES: ANCHOR -r x 2" OPEN SAa< EX1RJ9ION WITH 1/4"x2-1/4" CONCRETE
FASTBER MAXMJM OF 2'-0" ON CENTER AN> ~ 0" OF lFRIGHT
ANCHOR -r x 2" TO WALL WITH 2-1/2" #10 SH:ET ~AL SCREWS WITH
WASI-ERS 2'-0" ON CENTER. ANCHOR BEAM AN> COLUtJH NTERNAl.L Y
OR WTH ANCHOR a.P8 AN> #10 sa:EWS AN> WAStERS.
W&I.N SLAB THCKtES8 FOR SLAB ON GRADE IS 3-1/2" CONCRETE.
8B.ECT FRONT WAlL BEAM FROM TABLE lJSN) LARGER "A" V AUJ: OF
P/2 OR P/2 + O.H.
". 18 a.EAR Dl8T ANCE FROM HOST STRUC1'1R: TO FRONT WALL BEAM.
Lawrence E. Bennett, P.E.
ow. ENfJINEI!!R - DE\IEl.QIYiM' CONSU. TAm
P.o. BOX ..... lIOUTH DAYTONA, Fl 32121
1B..EPHONE (804) ~-4774
FAX (1104) ~-_
SEAL
PAGE
@ COPYRIGHT 1008
NOT TO IE IW:PFlODlICED N WHOlE OR N PART WITHOUT TlE WATTEN PEAlIIlIION OF LAWRENCE E IIENETT, P.E
69
SECTION 3
EDGE BEAM
r lC 2" OPEN BACK
ATTAaED TO FRONT POST WITH
1:10 lC 2" s.M.s. MAX. 8" FROM
~a-t P\R..tI AN> 24. O.C.
FRONT WALL PlR..J\I
COY'OSITE ROOF PANELS:
(4) 1:10 lC (I + 112") WITH
WITH 1-114. FENlER WAStERS
PER 4'-0" PANEL ACROSS nE
. FRONT AN> 24. 0,0. ALONG
SDES (WALK-ON)
2" lC 2" OR 2" lC 3" HOlLOW
SEE SPAN TA8LE tEADER
~ RAL AN> KICK PlATE
2" lC 2" HOlLOW RAL
POST ATTAaED TO BOTTOM
WITlf WI. (2) f:1O x 1-112" aMS.
N smEW BOSSES
EXlSTNJ SLAB MAY BE USED F
N OOOD CONmON AN> APPROVED
BY nE EU..DNJ a=FICIAL
(1) .....n 112" x 3-112" KBl-Ba..TS
APPROVED FOR 885# tA.FT WITH .
STD. PlATED CUT 8lEB. WAstER _
(1) 3/S" BOLT FOR 3. POST
(2) 3/8" BOlTS FOR 3" x 4" POST
SCREEN, VINYL & GLASS ROOMS
---------
o
o
...
TYPICAL CORNER DETAIL
TYPICAL UPRIGHT DETAIL
Lawrence E. Bemett, P.E.
ava. !MJNEER - ~ OONaI.TANT
p.o. lOX ..... eount DAYl'OtM, FL I2tI1
1B..S'HDfI! (104) 187-4774
FAX (104) 187._
SEAL
PAGE
&DE WALL t-EADER ATTACtED TO
l' x 2" OPEN BACK WITH WI.
(2)1:10 x 1-112" S.M.S.
SDE WALL PlR.NS ATTACtED TO
l' x 2" OPEN BACK WITH WI.
(2) 1:10 lC 1-1/2" S.M.s. N
SCREW BOSSES
FRONT AN) SDE BOTTOM RALS
ATTACtED TO CONCRETE WITH
114. lC 2.114" MASONtY QUCK SET
AT 8" FROM EAa-t POST AN)
24" ON CENTER MAX, AM) WALLS
A WI. l' FROM EDGE OF CONatETE
RISER PANELS:
(3) 1:8 x 112" S.M.s. PER 12" PAtEL
t-EADER ATTACtED TO POST WITH
MN. (2) 1:10 lC 1-112" S.M.s. N SCREW
BOSSES
2" lC 2", 2" lC 3" OR 3" x 2" HOLLOW
SEE SPAN TABLES
FOR SNAP EXTRUSIONS CHAIt RAL
ATTAaED TO POST WITH WI. (2)
f:1O x 1-112" S.M.s. N SCREW BOSSES
l' lC 2" OPEN BACK BOTTOM RAL
114" x 2-114" MASONtY ANCHOR G!l 6"
FROM EAa-t POST AN> 24" 0.0. MAX.
72
@ COPYRIGHT 1008
NOT 10 IE 11El1l0DUCED N WHOlE OR N PART WITHOUT TlE WRTTEN PlHIS8ION OF LAWJB<<:E E BBHrrr, P.E
SECTION 3 SCREEN, VINYL & GLASS ROOMS
Table 3.2.2: Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 8083 T-6
2" x 2" x 0,055" Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H. 120 M.P.H. I 125 M.P.H: 140 M.P.H.
Width Applied Load
19 ## /Sa. R. 23" /Sq. R. 26 ## /Sa. A. 29 ## /Sq. A. 36 ## ISq. R.
36" 12'-3" 11'-1" 10'-5" 9'-11 " 8'-11 "
42" 11'-4" 10'-3" 9'-8" 9'-2" 8'-3"
48" 1 0'-7" 9'-7" 9'-1" 8'-7" 7'-8"
54" 9'-11" 9'-1" 8'-6" 8'-1" 7'-3"
60" 9'-6" 8'-7" 8'-1" 7'-8" 6'-11"
66" 9'-0" 8'.2" 7'-9" 7'-4" 6'.7"
72" . 8'-8" 7'.1 0" 7'-5" 6'-11" 6'-3"
78" 8'-4" 7'-7" 7'-1" 6'.9" 6'-0"
84" 7'-11" 7'-3" 6'-10" 6'.6" 5'-10"
90" 7'-g" 7'-0" 6'-7" 6'-3" 5'.7"
2" x 3" x 0.060" Hollow Extrusion
I Wind Zone
Load 102 M.P.H. I 110 M.P.H. 120 M.P.H. I 126 M,P.H. I 140 M.P,H.
Width Aoolled Load
19" /Sa. R. 23 '/Sa. R. 26 , /Sa. R. 29 ## /Sa. R. 36 ## ISa. A.
36" 16'-10" 15'-3" 14'-4" 13'-7" 12'-3"
42" 15'-7" 14'-2" 13'-4" 12'~ 7" 11'-4"
48" 14'.7" 13'-3" 12'-5" 11'-9" 10'-7"
54" 13'-9" 12'-6" 11'-9" 11'-1" 9'-11 "
60" 13'-0" 11'-10" 11'-2" 10'-6" 9'-6"
66" 12'-5" 11'-3" 10'-7" 10'-1" g'-O"
72" 11'-11" 1 0'-1 0" 10'.2" 9'-7" 8'-8"
78" 11'-5" 1 0'-5" 9'-9" 9'-3" 8'-4"
84" 11 '-0" 10'.0" 9'-5" 8'-11" 8'.0"
90" 1 0'-8" 9'-S" 9'-1" 8'-7" 7'-g"
2" x 4" x 0.060" Hollow Extrusion
Wind Zone
Load 102 M,P.H. I 110 M.P.H. I 120 M.P.H, I 125 M.P.H. I 140 M.P.H.
Width ADDlled Load
19 '/Sa, R. 23 , /Sa. R. 26 ## /Sa. A. 29 ## /Sa. R. 36 ## /Sa. A.
36" 20'-9" 18'-11" 17'-9" 16'-10" 15'-1"
42" 19'-3" 17'-6" 16'-5" 15'.7" 13'-11"
48" 17'-11" 16'-4" 15'.5" 14'-7" 13'-1"
64" 16'-11" 15'-5" 14'-6" 13'.9" 12'-4"
60" 16'-1" 14'-S" 13'.9" 13'-0" 11'.8"
66" 15'-4" 13'-11" 13'-1" 12'-5" 11'.2"
72" 14'-8" 13'-4" 12'.7" 11'-11" 1 0'-8"
78" 14'-1" 12'.10" 12'-1" 11'-5" 1 0'-3"
84" 13'-7" 12'-4" 11'-8" 11'-0" 9'-11"
90" 13'-2" 11'-11" 11'-3" 10'-8" 9'-7"
Note.:
Glass Rooms: The addition of aluminum frame windows with glass panes that are designed
to 110 M,P,H. wind load requirements to the abo\le upright sizes increases the strength so that
additional framing Is not required.
Using screen panel width 'W (See typical glass room drawing.), select upright required from
the maximum height allowed for each extrusion.
Screen Splines on 3" side. extrusion turned with 3" side parallel to sole plate,
Lawrence E. Bennett, P.E.
aw. EI8I'iER .. 1:EYB.0PMM" OONt/U.TNIT
p.o. lOX 4811I, 80UTH DAYTONA, FL 111I1
1B.!PHOtE (104) 787-4774
FAX (lI04) 787-_
SEAL
PAGE @ COPYRIOHT 1888
80 NOT TO IE ._ r.JDUCED III WHOlE OR III PART wmK'lU1' TIE WfITTEN PEJMS8ION OF LAWRENCE E BENETT. P.E.
ALUMINUM FRAMING COMPONENTS
',1" f
JJ
A - 0.24 h. ·
wr - 0.28 plf.
Ix - 0.14 h..
8x - 0,18 h.'
8083 - T8
,2",
OJ
... X 2" X 0.044" OPEN BACK SECTION
,2",
OJ
SECTION 8
A- 0.50 h."
wr . 0.57 plf.
Ix . 0.28 h."
Sx . 0.37 h. ·
8063 - T8
2" X 2" X 0.055" PATIO SECTION
A-0.32h.'
wr - 0.37 plf.
Ix - 0,18 h..
Sx - 0.24 h..'
8083 - T8
,2",
OJ
2" X 2" X 0.03T PATIO SECTION
j-2",
OJ
A. 0.84 h."
wr . 0.74 plf,
Ix - 0.75 h..
Sx . 0.70 h. I
8063 - T8
2" X 3" X 0.050" PATIO SECTION
A- 0.38 h.'
wr - 0.41 plf.
Ix - 0.19 h. ·
8x - 0.28 h. I
8083 - T8
,2",
~ ~l
~
J
2" X 2" ,x 0,038" PATIO SECTION
,2",
OJ
A . 0.75 h. I
wr - 0.88 plf,
lx-t53h."
Sx . t07 h. I
8083 - T8
2" X 4" X 0,050" PATIO SECTION
A - 0,42 h. I
wr - 0.48 plf.
Ix - 0.23 h.'
Sx - 0.31 h.'
B083 - T8
~. X 2" X 0.044" PATIO SECTION
Lawrence E" Bennett, P.E.
avI. ~ - DEVB.OI'JENT OONSU.TANT
P.o. lOX 4388, SOUTH DAYTONA, R. S2121
Ta.EPHON! (804) 7fJ7-4T7.
FAX (804) 7fJ7-88lJ8
SEAL
@ COPYRIGHT 1908
NOT TO BE IE'RODUCED" WHOLE OR" PART WITHOUT nE WRnIiN PER.8ION OF LAWRENCE E. BENETT. P.E. 135
PAGE
SECTION 2
ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS
SEAL
PAGE
60
Table 2.1.2:
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 8083 T"
Wind Zone · 102 MPH I 110 MPH 120 MPH 125 MPH I 140 MPH
Applied Load · 17" Sa. f'L I 20., Sa. f'L 23. , Sa. f'L 26" Sa, f'L I 32. , SQ, R.
LOIId Width 2" x 8" x 0,050- x 0.120- Self MaUng Beam
8' 16'.11" 15'.7" 14'.7" 13'.S" 12'''''"
" 15'.11" 14'.9" 13'.9" 12'.11" 11'.S"
10: 15'.2" 13'.11" 13'.0" 12'.3" 11'.0"
ii' /14 .S" 13'''''" 12'.5" 11'.S" 10'..{I"
12' i3'.10" 12 ~9" 11'.11" 11'.2" 10'.1"
13' 13'.3" 12'~3" 11 '.5" 10'.9" g'-S"
14' - 12'.10" 11'.10" 11'.0" 10'''''" g'...."
18' 11'-11" 11 -0" 10'''''" 9'.S" 8'.9"
LOIId Width 2" x 7" x 0,055" x 0,120" Self MaUna Beam
8' 19'''''" 17'~ 1 0" 16'-8" 1S'.S" 14 '.1"
g' 18'.3" 16'.10" 15'.8" 14'-9" 13''''' "
10' 17'''''" 15'.11" 14'.11" 14'.0" 12'.7"
ii' 16'.6" 15'.3" 14'.2" 13'''''" 12'.0"
12' 15'.10" 14'.7" 13'.7" 12'.9" 11'.6"
13' 15'.2" 14'.0" 13'.1 " 12'.3" 11'.1"
14' 14'-8" 13'..{I" 12'.7" 11'.10" 10'.S"
16' 13'.8" 12'.7" 11'.9" 11'.1" 9'.11"
lOIId Width 2" x 8" x 0,072" x 0.224" Self MaUng Beam
8' 24'.10" 22'.11" 21'''''" 20'-1 " 1S'-1 "
" 23'.5" 21'.7" 20'.2" 18'.11" 17'-1 "
10' 22'.3" 20'..{I" 19'.1" 17'-11" 16'.2"
ii' 21'.2" 19'..{I" 18'.3" 17'.2" 15'-5"
12' 20'''''" 18'-8" 17'.5" 16'.5" 14'-9"
13' 19'..{I" 17'-11" 16'.9" 15'.9" 14'-3"
14' 18'.9" 17''''' " 16'.2" 15'.2" 13'.8"
18' 17'.7" 18'.2" 15'.1" 14'-3" 12'-10"
LOIId Width 2" x '" x 0.072" x 0.224" Self MaUna Beam
8' 27'-2" 25'-1" 23'''''" 21'.11" 19'.10"
" 25'.8" 23'-8" 22'-0" 20'.9" 18'-8"
10' 24'''''" 22 -5" 20'-11" 19'-8" 17'-9"
ii' 23'.2" 21'''''" 19'.11" 18'.9" 16'-11"
12' 22'.2" 20'..{I" 19'.1" 17'-11" 16'.2"
13' 21 ...." 19'.8" 18'''''" 17'.3" 15'.7"
14' 20'-7" 18'.11" 17'.8" 16'.7" 14'-11"
18' 19'.3" 17'.9" 16'..{I" 15'.7" 14'.0"
LOIId Width 2" x ,- x 0,082" x 0.308" Self MaUng Beam
8' 29'.8" 27'''''" 2S'..{I" 23'-11" 21'.7"
" 27'.11" 25'-9" 24'.1" 22'-7" 20'.5"
10' 28'..{I" 24'..{I" 22'.10" 21'.5" 19'''''"
ii' 25'''''" 23'''''" 21'.9" 20'.5" 18'.5"
12' 24'.3" 22'''''" 20'.10" 19'-7" 17'-S"
13' ' 23'.3" 21'.5" 20'.0" 18'-10" 16'-11"
14' 22'.5" 20'-8" 19'.3" 18'.2" 16'''''"
18' 20'.11" 19'''''" 18'.0" 16'.11" 15'.3"
Note.:
Abow spans do nollnclude length of knee brace. Add horlzonlallength of knee brace to abow B pans for
lotal beam spans,
Lawrence. E. Bemett, P.E.
avL IMJN!!ER " DEMI..Clf'I&IT CCMU. Tmr
p.o. BOX ..... 8OU1H DAYTClNA. A. ....
1B..I!PHClfiE (104) 7ff1-4774
FAX (104) 7ff1-_
@ COPYAICJHT 1008
NOT TO IE II... ..ODUCED .. WHCU! OR .. PART WITHOUT TlE WIWTT9I PEH18810N OF LAWJENCE E BBNITT, P.E
SECTION 2
ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS
~
~
-~
CD
~
~
ra
~
SEE CONECTlON DETALS
~-
SEE COtN:CTION DEl ALS
~
~
~
~
~
;
12" x PAN (SEE TABLE) USE W
TO S8..ECT PAN FOR REQUFED SPAN
W 1 VARES -
FOR FRONT BEAM USE L · W / 2+oVERHANG
~
~
PAN OR COWOSITE ROOF PAte.
SEE SECTION 7
TOP PlATE P.T. OR wrrn VAPOR
BARRER AT ALlHNJM ROOF
2" x 4" Ll..M:IER TOP PlATE (il ROOF
2" x 2" ALl.tJNJM OR
2" x 4" lUMBER .2 SP.F. (Wi)
stEA THNG:
7116" O.S.B. OR 112" PlYWOOD WITH
STWS 24" ON CENTER OR STRUCTlR\L.
GRADE 11-ERMAL PlY wrrn ST1.DS AT
16" ON CENTER
2" x 4" PRESSlIlE TREATED PlATE wrrn
3/8" x 4-112" CONCRETE ANaiORS AT
4'-0" ON CENTER
SEE SLAB DEl ALS
ATTACH SHED OR ROOM WALL TO
HOST STRUCTURE WI 1/4" x 3 1/4"
TAPCONS @ 16" O.C. FOR MASONR;
116d COMMON @ 16" O.C. OR #10 x 3
W' FOR WOOD, AND 110 x 2 W' SMS
FOR 1" x 2" ALUMINUMI #10 x 3 Yo SMS
FOR 2" x 2" ALUMINUM.
ALUMNUM POST AN) BEAM
SfEA'THtIIG:
7/16" O.S.B, OR 112" PlYWOOD WITH
ST1.DS 24" ON CENTER OR STRUCTlR\L.
GRADE TtERMAL PlY wrrn STWS AT
16" ON CENTER
2" x 4" PRESSlR: TREATED PlATE wrrn
3/8" x 4-112" CONCRETE ANCHORS AT
4'-0" ON CENTER
SEE SLAB DEl ALS
UTILITY SHED AND CARPORT WALL SECTION
t ANCHOR PANS TO tEADER CHNN3. WITH (3) .10 x 1/2" SMS. W/ WASI-ER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) .10 x 112" SMS. W/ WASI-ER.
3, ANCHOR COLUt.fl TO CONCREte FLOOR WITH 2-114" x 3" CONCRETE ANCHORS,
4. ANCHOR COll.Mll TO BASE PlATE WITH ~114' S.8. BOLT.
5. ANOiOR Sf-EETNG AS FOLLOWS:
A. PI. YWOOO 'Sd CCWMON . 8" O.c. EDOE8 AN> 12" O.C. FELD,
B. STRlCTtIW... GRADE 1lEAMAL PLY PER MAtU=ACTlR:R'S RECOMYBIJATIONS
OR '8 x 1114" DEa< sq:EW8 . 8" o,c. EDGES AN) 12" O.c. FELD AS A MNMl.M
Lawrence E. Bennett, PeE.
CWI. ENOINEEIt · DE1I'ElOf'MW1' COMIU.TANr
P.o. BOX ..... eoum DAYTONA, f!L I.ttl21
TS.I!PHCNE (1104) '7"'.4774
FAx (1104) '781-_
SEAL
PAGE
50
@ COPvRIoHT 1008
NOT TO BE REPRODOCED .. WHOLE OR N PART wrTHOUT TtE WRTTEN PDlI18810N OF LAWFENCE E. EIEJH:TT, P.E.
ATTACHED & FREESTAN>ING COVERS AND UTLITY SHEDS
SECTION 2
"t" 19 THCKN:SS OF
REauR:D POST
r
.
~~
!-
;:.
~ 1" ·
~ TOP OF GRADE
3" x 3" POST SEE TABU:
~ (2) ~ x ~ x"" ANOLE OR
(1) U aiAK'E1.. x "..
3/S" x 3-1I~ BOLT
SO La 2500 PSI CONCFETE PRE-MX
~I
3" X 3" BASE
18"
1
ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION
1-
o
L ~>
Ll-1Y
POST W CONCRETE ~
#4 BAR 12" LONG N
POlJE) CONCRETE
REFER TO TABU: 2 . 4
3" X 3" POST T1..AI BOL TB>
TO ANCHOR RISER
~ 2-3/4" X 2-314" X 2-112"
/ lON(J X 1Ie- 1\8<<)
WB.DED COtft:CTION
FASTEN PER TABLE 2 . 6
12" X 12" x 114" PLATE
3-112" CONe. SlAB
ISOLA TED FOOTING
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
2'- 0" p.fi f"
BEFORE SlOPE ;:.
f ~ ~
1
~
TYPE I
FlAT SLOPE I NO FOOTt4G
0-~/12"
(1) #5 BAR CONY.
~
S"
(1) #6 BAR CONY.
TYPE "
MODERATE SlOPE FOOTt4G
2"112" . 1-10"
TYPE " I
STEEP SlOPE FOOTt4G
. 1-10"
NOTES: t NO FOOTt4G REa.ED EXCEPT WI-EN ADORE8StIG EROSION EXCEPT FOR EXlSTt4G
SLAB wmtoUT FEN=ORCEMENT. nEN TRIBUTARY ROOF MEA LMTED BY TABU: 2 . 4
2. MONOUTHC 8lA8tfOf' FOOTHBS 8HAU.' BE ..... 2,600 PSI CONCRETE WITH 8x8-1Ox1O
WB.DED WR: ME8H OR FBER MESH MAY BE USED W L.BI OF MESH.
3. F' LOCAL EUJ:Jt<<I O()[)ES FECU&I A Mt&U.t FOOTt4G use TYPE I FOOTt4G OR
FOOTNJ 8ECTION FEQRi!D BY'LOCAI. CODE. LOCAL CODE GOVBNl.
SLAB DET ALS ADDRESSING EROSION
Lawrence E. Bennett, P.E"
ow. &.G\&R . 0IE\IEI.0flMM' oor.aI. TANT
p.o. lOX 4S88, IOUlH DAYTONA, A. lI2121
1B.EPHON!"') 711-4774
FAX ..., 711-_
SEAL
@ COPYRIOHT 1998
NOT TO lIE REPROOUCED .. WHOlE OR .. PAR.... WITHoUT THE WNTT'EHPER.lIICtl OF LAWfENCE E. BENETT. P.E.
PAGE
53
SOLD ROOF PANEL PRODUCTS
SECTION 7
t.
-~ .~
PAN ROOF ANCHORING DETAILS
EXIS-mG TRUSS OR RAFTER
SEALANT
!-EADER (SEE NOTE BB.OW)
#8 x 9/18" SMS. (3) PER PAN
AN) (1) AT RISER
#10 x 1-112" 5MB. (1) PER RAFTER
OR TRUSS TAL
ROOF PAN3...
#10 X 3/4" SMS. AT 12" ON CENTER
#8 X 9/16" SMS. (3) PER PAN
AN) (1) AT RISER
AL TERNA TE CONECTION:
#8 X 1-114" SCREWS (3) PER PAN MO
FAsaA TI-ft()U9i PAN BOXED EN>
EXIS-mG FASCIA
ROOF PANEL TO FASCIA DETAIL
//
!-EADER (SEE NOTE BB.OW)
#8 X 9/16" SMS. (3) PER PAN
AN) (1) PER RISER
FOR MASQmY USE 114" X 1-114" TAP-CON
ANCHOR OR EQUAL AT 24. ON CENTER
FOR WOOD USE #10 X 1-112" S.M.s.
OR WOOD SCREWS AT 12" ON CENTER
ROOF PANEL
#8 X 9/16" SMS. (3) PER PAN
AN) (1) PER RISER
EXIS-mG HOST STRUC~
WOOD FRAME, MA~Y OR OTtER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES: ROOF PAN3...S SHALL BE ATTAa-ED TO TlI: !-EADER WITH (3) EAOt #8 X 112"
LONG CORROSION RESISTANT stEET t.ETAL SCREWS WITH 1/2" WAStERS.
AlL SCJIEW HEADS SHALL BE CAlLKED OR SHALL HAVE fEOPREN: GASKET
BETWEEN TIE WAStER AM) TIE PAN.
PAN AIlS &HAlL RECEIVE (1) EAOt #8 X 1/2" SCREW EAOt. TIE PANS MAY BE
ANCHORED nRXJGH BOXED PAN WITH (3) EACH '8 X 1" OF TIE ABOVE SCREW
TYPES AN) TIE ABOVE 8PECFED RB SCREW.
Lawrence E" Bennett, p"E.
CfVI. EHOftEER - DE\lB.Of'MSYT CXW9tl. TANJ'
P.o. BOX 43e8, 80UTH DAYTONA, FL 82121
TB.E.PHOfoE (804) 7"7-4774
FAX (804) 787-_
@ COPYRIOHT 100B
NOT TO BE JE'RODUCS) .. WHOlE OR .. PART WITHOUT THE WRTTEN PERMIS8lON OF LAWRENCE E. IENETT, P.E.
SEAL
PAGE
113
SECTION 7 SOLID ROOF PANEL PRODUCTS
Table 7,1.2: A1loW8ble Spans for Industry Standard Riser Penels for Various Loads
Aluminum Alloy 3105 H-14 or H-25
3".,2".0.0,." RIa.r Plnels
ODIn Bulldlnas Enc Iosed Bulcllnga
Wind ApplIed Overhlng Condition Wind Applied Overhang Condition
"-elon lOlld NOtE 1'.0" 2'.0" 3'.0" 4.0" "-alon load NONE ,..... 2..... 3..... 4'....
102 M,P.H. 17 11'.11. 12'.1. 12'.7~ 13'-04. 14'-04. 102 M,P,H. 29 9'.1~ 9'-04. 9'.11. 10'-11' 12'.2'
110 M.P.H. 20 10'.". 11'.2. 11'.8. 12'.8. 13'.7. 110 M.P.H. 3. 8'-04. 8'.8. 9'-3~ 10'.3. 11'.6. .
120 M.P.H. 23 10'.3. 10'.5. 10'-11. 11'.10. 12'.11. 120 M.P.H. 41 7'.8. 7'.11~ 8'-e. 9'-9. 11'.1.
125 M.P.H. 21 9'.7. 0'.10. 10'.5. 11'-04. 12o.e. 121 M.P.H. 45 7'-04~ 7'.7. 8'-04. 9'.6. 10'.10'
140 M.P.H. '32 8'.8. 8'.1'. 0'-7. 10'.7. 11'.10. 140 M.P.H. .8 6'.7. 6'.10~ 7'-8' 8'.11' 10'.~'
3. . 12" . 0.02'. Rlaer Penels
Open Bulldlnga Enclosed Bulcllnga
Wind ApplIed Overhllng Condition Wind Applied Overhang Condition
"-Olon load" NONE ,..... 2'.0. 3.... 4'.0. "-glon load NONE 1'.0. 2'.0" 3.... .......
102 M,P,H. 17 13'.11~ 1"'-1. 1"'-6. 15'-2~ 18'.0. 102 M,P.H. 29 10'.8' 10'.10~ 11'-~~ 12'-3~ 13'-~'
110 M,P,H, 20 12'.10~ ,2'.". 13'-5~ 1~'-2. 15'.1~ 110 M.P.H. 3. 9'.8' O'.11~ 10'.6' 11'-5' 12'-7.
120 M.P.H. 23 11'-11. 12'-1' 12'.7' 13'.". ''''.5~ 120 M,P.H. .., 8'-11' 9'-2. 9'-10. 10'.9' 12'.0'
12. M,P.H. 21 11'.3' 11'.5' 11'-11' 12'-0~ 13'.10~ 12. M,P,H. ... 8'.7~ S'-9' 9'-5' 10'-5. 11'-S"
,..0 M,P.H. 32 10'.2. 10'-". 10'.11' 11'-9' 12'.11. ,..0 MoP ,H. .1 7'-S~ 7'.11' 8'-S. 9'-9" 11'.1'
3" . 12. x 0.032" Rlllr Panels
Open Building. Enc loud Bulcllng.
Wind Applied Overhllna Condition Wind Applied Overhlna Condition
Reolon load NONE ,..... 2.... 3'.0" 4..... "-glon load NONE ,..... 2..... 3.... '..'....
102 M,P.H. 17 15'.5. 15'-6. 15'-11~ 18'-6' 17'-04~ 102 M.P,H. 21 11'-9" 11'.11' 12'-5. 13'.3~ 1..'.3.
110 M.P.H. 20 1~'.2. 1"'...~ 1"'.9' 15'.5. 18'.3. 110 M,P,H, 3. 10'-9~ 10'.11~ 11'.5. 12'.3" 13'.5~
120 M.P,H. 23 13'-3~ 13'-5. 13'.10' ''''.8. 15'-8. 120 M.P.H. .., 9'.11. 10'.1. 10'-S' 11'-7" 12'-9.
12. M.P.H. 21 12'.5. 12'.7" 13'.1. 13'.10~ ''''.'0~ 125 M.P.H. ... 9'.5' 9'.8. 10'.3. 11'-2' 12'-5~
,..0 M,P,H. 32 11'.3. 11'.5. 1,'.". 12'-9. 13'.9~ ,..0 M.P.H. 51 S'-6' S'-9' 9'-". 10'-5" l1'.S'
Nola: Tolal roof panel wldlh . room wldlh plus wan wldlh plus O\lllrtlanQ,
Table 7.1.3: Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-28
3" xU. x 0.01'" RIa., PI,.1s
ODen Bulcl...... Enclosed Bulkllna.
Wind Applied Overhana Condition Wind ApplIed Overhll"" Condition
Altalon load NONE ,..... 2'.0" 3..... 4.... Altalon load NONE ,..... 2..... 3..... .....-
102 M.P.H. 17 13'.10. 13'.11. ,....5. 15'.1. 15'.11~ 102 M.P.H. 2. 10'-7. 10'.9~ 11'-04~ 12'.2' 13'.3'
110 M.P.H. 20 12'.0. 12'.11' 13'-04" 1~'.1. 1S'.1~ 110 M.P,H. 3. 9'.8" 0'.10' 10'-5. 11'-"~ 12'-6'
120 M.P.H. 2~ 11'.11~ 12'.1" 12'-8" 13'-04. ''''-04~ 120 M.P.H. .., S'-11~ 9'-1" O'.g- 10'-9" 11'.11'
125 M,P.H. 21 11'.2. 11'-04' 11'.10' 12'-e" 13'-9" 125 M.P,H. ... S'-8. 8'.9~ 9'.5' 10'-5' 1I'-S'
,..0 M,P,H. 32 10'.1. 10'.3~ 10'.10" 11'.9' 12'-10' ,..0 M,P.H. .. 7'-7' 7'.10" 8'.7" 9'-S' 11'-1'
3. x 12" . 0.021" RIa.r P.,.1s
ODen BuildInG. Enclosed Bulldlna.
Wind ApplIed Overhana CondItIon Wind Applied Overhana Condition
Altelon load NONE ,..... 2..... 3'.0" 4..... Altalon load NONE 1'.0" 2..... 3..... .......
102 M.P.H. 17 18'.2. 18'.3. 18'-e. 17'.3. 18'.0. 102 M.P.H. 20 12'-04. 12'-8. 12'.11. 13'.9. 1"'.9'
110 MP.H. 20 1....1,. 1 S'.o. 15'.5. 18'.1. ,8'.1,. 110 M.P.H. 35 11'.3. 11':5. 11'.1,. 12'-9~ 13'.10'
120 M.P.H. 23 113'.1,. ,,,'-0" 1....5. 15'.1. 18'-0" 120 M.P.H. .., 10'-5. 10'.7~ 11'.2~ 12'-0' 13'.1.
125 M.P.H. 2. 13'.1. 13'.2. 13'-e~ 1"'-04. IS'-04. 1211 M.P.H. ..5 9'.11. 10'.1. 10'-8. 11'-7~ 12'.9'
140 M.P.H. 32 11'.g- 11"". 12'.5~ 13'.3. ,....3~ ,..0 M.P.H. .. 8'.11. O'.l~ O'.9~ 10'.9. 11'.11.
3. x12. x 0.031" RIa.,P.,...
ODIn BuId...... Enclos.d BulldfriciS
Wind ApplIed Oftrhana CondItIon Wind Applied OverhanaCond1t1on
RlaIon load NONI!! ,..... 2'.0" 3'.0" ....0. Altalon load NONE 1'.0" 2'.0. 3.... "'.0"
102 MP.H. 17 17',10" 17'.1,. 18'-04. 18'.Ul" 19'.7. 102 M.P.H. 21 13'-8. 13'.10~ ,....3~ ''''.11~ 15'.10'
110 MP.H. 20 18'-8 18.7. 18'.1,. 17'-8. 18'-04. 110 MP.H. 35 12'.5. 12'.7. 13'.1~ 13'.10~ 1....10.
120 MP.H. 23 IS'-04. 111'-8. IS'.I,. 18'-8. 17'-04' 120 M.P.H. .., 11'-8. 11'-e. 12'.2. 12'.11~ ''''.0'
125 MP.H. 21 ,....S. 1....7. 14'.". 15'-e. 18'-8. 125 M.P.H. ... 10'.". 11'.2. 11'.8~ 12'-8. 13'.7.
,..0 MP.H. 31 13'-0" 13'.Z" 13'-e. 14'-04 111'.3 140 M.P.H. 58 O'.10~ 10'.1. 10'-e' 11'.6. 12'.8'
NoI.: Tollll roofpllnel wldl1- room w1d11 plua w.nwldl1 plua O\lllrtlano,
Lawrence E. Bennett, P.E.
ava. ENON'B'f .. DE11IU....,,,,T 00Nl!IU. TANT
P.o. BOX 43lI8, 80UTH DAYTONA, A. 82121
lBB'HONE (004) 787-4714
FAX (004) 787-_
SEAL
PAGE @ COPYRIaHT 1808
120 NOT TO BE REPRODUCED N WHOlE OR N PART WITHOUT nE WRrTEN ~ISSlON OF LAWRENCE E IIENETT, P.E.
.,
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