HomeMy WebLinkAbout98-7921
BUILDING PERMIT
~5
BUILDING
ELECTRICAL
CITY OF ZEPHYRHILLS
(813) 788-6611
AFTER HOURS PHONE NUMBER
(813) 788-5262
PLUMBING
Permit
7921~
e-;Z4-C;yJ
/"
Date
MECHANICAL
Sewer Conn
Water Conn:
Property Owner: Q...eJ~ G.e.- c;:;;;t /}J.r .A...t."", -)
Job Add,... ;z.?~ ~ir ~ ~.
Parcell.D. # 3. - - 1- - 0. - 0 7)0
Water Meter:
T.I.F.'s:
Zoning: ~ Energy Code:
DescriPtion of WorkC;" A?1~~- ...A /l~~)
NO OCCUPANCY BEFORE C.O. FINAL
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Permit Fee
Signature
Company
Address
Telephone#V' ?~:Z.:2~/C
Valuation or ~ 6. ~
Contract Price ::l) d ()'
..-?;-?
City License Registration # ZL 1.
State Certified License#
Ot'L {2h.,/rh
BUILDING
ELE~AL
PLlJ.MBt'NG
----
~.
-
&1 )411 pcb
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Driveway
~
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
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!J"-; IJV
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.
AltitLlc::ArlbN roll 1'1OOU.'l'
aITY UP II,nttwlLLS'
.8U1LDtNU"blfAl11tlttt
,! "\;1. ,
ONHU.S tWIB tJt:UJI2Ca: 8~t/5RJ.JA./.)/I/~/C
OWIIIlt'1J AbmtDS 4tJT- 7/ 6/~9 II f)r;E Vl)y
s/fm,E:
JO~ AtJoltltss
LEaAL IJBSCRll'tIONt WT(S) BLOCIt SUBDIVISION
PARcel. tlob.' 3-::2b -c2/~LJ]/o -t'tJOC)t:J- cJ~o (OBtAIN FROM PROPERtY TAX NOTICE)
~oRf( I?RUPUSItUt~" Ootuattuct!otl ---"ddlUtltl ---"lteration ---..Repai... _Install
_5i8l1
PROPOSBIJ USE! ~ligle FaMilY
--1tove
---Pe.olish
---1i,r _, of Units ---.J:I/II
_C~<<!rci.l
_lnduBt. _Swill. 1'001 _Olher
--Restaurant.. Ilealth DepattJlent Approval
DESCRIPTION OF WORkI COIJGRl!:r~ - S/JE.LJ - saEEJC.J ROiJftJ- A?Ca~
BUILDING SIZEt Jl . 3"76 Squate Feet.QTo F'lIeigllt
REStDENTlALi, ^tTAt~ (2) PLOr ,LAMS & (2);SRTS OF BUILDING PLANS" (1) SET ENERGY FORMS.
cottHlRotAL I., Art'AtII (3)' SitS .U, 8UtIJJING 1-LANS Ai (1) SRT ENERGY FORMS.
'lutttnttt SUltVlt ,l\IQU1R1lJ "01' ALL NI" OONSTRuanUN.
,'I' " . '; ,. '
. I
~IWING
~UtCTRlcAt.
---"EcnAJllCAL
----'LutlblMC::
.\
P~TS.~UBSTEb
.. $. ;) d. .?tJ . c,' D
VAlua~lOd ut TotAl ConBtruction
, 'j
... .
AlII' Senrice
;1'
tlortda Power Corp.
W.It.E.C.
,$
Valwatiod of Mechanical Installation
GAS
..ROOFING
SPECIALTY
TYPE OF CUNSTRUCllUNt \ ....-.....Block. _Fraae _Steel
other
FIJUShBD .tooR iUlVATIOftS!..... ~n · ,
1S ',aUJICT IN FLOOD ZONB AREA?
YES
NO
'i...tttt.....,..t....,t.........~........
. . .
. . .
BUUJlBR
.: ", mtmlAC1'oR SECTION
, " 'It' . .:,' ./)Cf /t-Ll{/l1,
~ l~, . .'ii::':~;t. '~r ReBI.t. . ,Le~ .J<lb.FO'
~~. ~t11 Ll~@na~ Re81gtra~ton , d>s
....................,.....................
Signatute
SiRl18tw:e
toKPANt
state Cert. or Reglst. ,
aity Llc@nse Registration ,
..........................................
EUL'IRlClAtl
OOIWANY
Stat@ tert. or R@glst. ,
City Licedse Registration ,
..........................................
FLUHBBR
Signature
WHPA"Y
state cert. or Regist. ,
. oity License Re8i8tration ,
..........................................
.
ftEGllANICAL
Signa hire
COHPANY
stAte cert. or Regiat. '___
tity I.icense Registration ,
..........................................
o-rnER
Signature
^PPU.C^TION APPROVEb BY
PERMIT OFFlCJ.;R.
COHb:t""'iON8i(~'O'J.1'''J''',,{AFFIDA VIT
1\. NOT1CE Ot:' DUD JtKnRlct;tO.tfS'J'!:I.,~li1l~f\,:~;"~j' ."" .,
Ihl! ItniJl!rllgnltl tIIIIlerltlftd. blttbl.,.,..t'4....~....!flt,'..!....trlcUon8. whlcb .a1 be IOfe restrictive than city
feguJ.UOllj. tII. WII1tr.I...........' ~~~Ut'toti,_j_:.tltta.y app1Jcable deed restrictions.
. '''',' '..1
B. UNLICBN8JW ,~8AaoJULAND collitOlt. RESPONSIBILITIES
I f ~ht ~r ... ttll1d . tel ... ort'GIttmto,rato.... .'i ., . tMr .'f"bet'lC)alred to be licensed in accordance with
stllte 1m11ocat _1.U.... if the tcIItr.cW. l'iJlOtU~"it.I"'" . btlo; both the owner.and contnctor laY be
cited tor a .I~r .)oIIUoa unc1tt .tat.lft. if the .-fbr'.nlMc1ed' c:ontudor Ir8 unc!!rtaln 3S to what llcensing
l@9ulrftMtnll 111 appl, fot the Intended Mfr.; thI, are ..'I....lo taatlct the Cltl of lephrrbllls Building Deparlleot, (813)
188-66H. .. .'. .
rur~herltot~, U lhe otml!r has hired II contractor or conbact~r', hI! I.addsed to hue the contractor(s) sign portion8 of the
"Conltlttlor Sedl..' of UJI ."Hatl... for .hleh the, tlU be tt8JlClllllb1e. If JOU, a8 the owner 8ign a8 the contractor,
you lIri! IJt4Ue8Ung lfl4t fCJII, rdthtlr tfl4n tilt contractor, IIrl f...lble tor the wort If ~he contractor !fishes you Lo sign
88 torllraclor that .J be .n lnalcltlOlt tltat he II not proptrl,Uc:wed end lIoot enUtled to per.ltUng privileges in the
City of lephfrhlll..
c. TRANSPORTATION IMPACT FEES ANn UT.lLITY CONNECTION FEES
lJ. ~ONSTRUCTI0N LIEN <LAW' (CItAPTl\R 113~ FLORIDA 8'1'ATUTES, AS AMENDED)
I cl!rtlff that I, the appllcent, ...e been prorJaea with. copy of "lorlaa'. ConstructIon tlen Law - HOIeOlDer's Protection
Guld!!" prepared bt the r~btl" DepilrtIMtof Agriculture ....CoMUItr Affairs. If tile applicant i8 sOIeone other tban the
.ownl!r", I certl'r that I ha'f obtllned . cop, ot the above de.trJbed aocu.ent and prOll81 In good faith to deliver it to the
"owner" prior to toaenct!llNtnt. ' .", 4. l
. Ii' " .
E. CONTRACTOR t B/OWNER' S AFFIDAVIT
I cl!rtlfy that .11 the Infotlltion tn t.ll application I. accurate Ind that all work will be done In co.pliance with all
sppllcabll! la.. ri!gdJaUIIf contlnetlCld" lOlIing, anc11ant1 t1m1op1111t.
""pllcaUon I. hereb, .. tdflbtaha . per.1t to do IOrk .nd .IIIU.'UIUon all lncUcated. I certify that no worl or
In8tallaUon Ita. toMI!IItfM1 'dbrtD'1I....ol.. penU"" ,Ulal..U wr. .111 be perforN to Jeet standards oC all laws
regulating con.trucUon, CU, todIt,. ..lag,tegll.H_. ....l........lopllentregul.UODIln the jurisdiction. I also
cl!rtlfr that I...rel'" t.h8t lJIt tegullUoIitbr bther: .....__l.lagend.. R," appl, to the'lntendl!d worl, and tbat it is
I' reBpohlfbHUr t~ ldtItUf'.t.ct1_t....,t...le;~ ~,ll1~U...ee. Such ageocJell Include but are not li.ited to:
. Depart_t of IIldr..-tat_laUaa .. CJPt""lIthNd.,leU.ltd Ar.as and IndronaentaJ1f Sensitive Lands,
". tlater/1llltlNtlr ftliUtnl
. Southwest Fioddl "atu ~t ulttrlcl .. hll., C,pttt.8a,IIi8t1i1, lIetland Areas, IIlterIng Watercourses
t 1\[11 COlPl of Intl:-' ......U..' Dacb." Ildgabi. Vaten,,.
. De ilrt.lent of t1e11 . ......UU.U,. 8enlcu . .lldr......Ul Bu1th Doll - Vl!ll., lIastewater 1'reallent, Septic Tanks
t US IDdrOJllellt.1 " , ".'....tOl' IbIt..t ... .
I a180 certlf, t, liter .1 I. t~ be uled'ln 'loodldne"A' ~t 'A,@tc.', it i8 understood that a drainage plan
ltlldrl!s81ng II 'toIp@n.aUI9,,,t.'tUI be ..JUea'blell,1I prepared by a prOfessional engineer registered in the state of
Florida prior to per.it. 11.lIdef.
. II perin b8ued .hlill bt conslruM1 to be . HceDle lo ~toctec1 ttllh the trorl and not as authority to vIolate, cancel alter, or
Bl!t aBide an, pmlll_ uf Ult,~Idutl~l.~, nor .~!1 iI_tllnee of a petlit prevent the Building Orr~clal lrot tbereafter
(equldng . corttetiOll 01 .trot. i. pl.... ttiDlltbttllJll, ot 'Jolatlons of any code.l,err ~tl'llt issued sbal1becon Invalid
unleslI the tfOrl aUllKtrbt4br<ludtptWl.,Jj:ea-."ttt .,__IW..J.lOIIthl of bsuanee, or If worl authorbed by the per.it Is
~u!lpencJed or lbanc10ned tot. IlIrJod of .....UItI'.rbr' {he Uit'tIIt IIOrl 18 conericl!a. One 90 day eltensJon of U.e, .ay be
alloltl!d tor tht 'l!nllIJtJl 1M .-rve.Uf..tl'., (MteM~~~l1 ~ requested in wrlUng to the BuUding Official. An
lIppro,edln'ptlCUblt lUll be loggtlt1'tttlngtd'\ ..'. P..l'8t the project wHl be con8iiJered abanc1onl!d.
""RWIIIC to 0IIlII1t! toUI 'AI'" 10'_"'" A .Ittar. . Mt RRBm,! III YOUR PAn"e; nllCIt FOR IMPROVIHKRYS TO YOUR
PROPIRtf. I' toU Imdra .AI.~!"lllC;,;,"'A OR U AnOR.lt B8ronl RICORDING YOUR 1I0001Cl OF
mlllillClllln. .1oItI IIIUd, .JlllI; '''110 IMJIJ' .. r. rosf A ".OflCK OF aJlMDCIJIKKT".
d~' ".':', ~,
. :-n~oo
t " I
-SiG"AtURR: OIIR
SIATIl OF FLORIDA . " : I1AI' Ut. rtoRlDA
(OURtJ or f' As ffi . coom or PA Sc (",
The tort!going n8ttull8llt tell 8~knCJWledged 'A)'htt fort!going instrument was acknr:>wledged
before Rle thil ALL& 17 , 19.1.L .by" ' .,;1', ,before ..0 this ,. w:.r /7, 19q'55 by
'... ." ".". . .'"
_IJ L~2-R-1 ,5 I MS A L- .Bc:::lRT .s I M-S
who is personally known to .e or whe has ". .,who is personally known to me or ..he bftB
proddgetl II"' lJt'edur;ed '
M idl!JtUlleati8lt end tfho .4UdIdld .tlut · ~.' at. ideNUfiGaU9A and who did/did not
;::~~UJ&'J~o,~ ... :"~:~:&~Pi-~8 6;,,~~~
(N.... ':':1:' p;t;te~ ~T8tf.::or tJ :: "~"_ TJ~~?'t~~i.fe~J 0; It~f.tl" U.l
NOTARY rUBLIC to\>.1 PI/a " WN " ~ :~o,~AJ.lY. PUBLIC .,o."to~~/8(.-t' KATHLEENJBROWN
..0." ~ t.-" KATHLEEN J BRO . 1jL-'r., My COn'lmlsslon cC449029
ii* My CommlS. 5.lOnCC449029 * * A 02 1""'''
Expir.. "pr. .....
* Expirn Apr. 02.1999 "',.. ~.,
~ , ~~~
'E OF f\.\)
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~~~
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, : ,'" ,W i'f"'.1'~~~1f'''' :,,~.~~~l~';'.';'''~''\:~i~~.,~~:l..,,-.,'~t~--~,,~
, ,",,:~\.,.' ':'~, ~ ' "
386215 2nd Ave.
Z.phyrhlll., FL 33 1140
~~CE.
A' I" 1'~I..t:.111~;lj.a
jIIIl,~W '.W.il ~..;'Ul..1
Job No.
Phone: (8131782-2616
SOLD TO
ADDRESS
SHIP TO
DATE
PHONE
IJ I-IZ
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d' -/~-9'e
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A-f /C ",-""" t/~(J (') F-
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- -
--------
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-
PERMIT
PRIO
TAX
The undersIane:t ..... to pay lOT At PRICE O)~ <1'0 ,t) 0
INST AU.E INFW ON DEPOSIT
D lTR I'I.M'
. (lur..5WKNTUL usa Otfl..Y ~
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,.. '" ill '1I O\IIWIt!; __M L-f)~C~ IJ $1J E~-'.~,v / !I~~
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SECTION 8 ALUMNH FRAMING COMPONENTS
12"-1 A !" 0.47 h. I
r- 3. --1 A-0.84h." tJJ WT - 0.54 plf. .
WT - 0.73 plf. Ix - 0.55 In.'
DJ Ix - D.88 In.' ax · 0.51 In. ·
ax - 0.50 In. I 8063 - T6
.
8083 - T8
3. x 2- x 0.050" PATIO SECTION 2- x 3. x 0.050. TL T SECTION
A - 0.71 In. I f2.,
WT - 0.82 pl,. r--l A · 0.57 In. I
r3", Ix - 0.48 In.' WT . 0.85 plf.
DJ 8x - 0.58 In. I ~ Ix · t14 In. ·
Iy - 0.82 In.' J ax . '0.81 In. ·
8y - 0.81 In. I 8083 - TO
8083 - T8
3. x 2- x 0.070" PATIO SECTION 2- x 4- x 0.050- TL T SECTION
I
Lawrence" E. Bennett, P.E.
avL IMIN!IR . ~GCNIlJ.rANr
p.o. lOX ... IIOU'n4 bAY1'CINA,. ... IIIIt
TBJ!PHONI (lOt) 7f1'f-4.,,4
FAX (104) m._
SEAL
PAGE @ COPYRIGHT ....
136 NOT to. 14rODlICED IN WHCU! OR IN PN'tr wmtCUf nE WNrTBl PlR.8ION CF l.AWR:NCE E. BSHrrT, P.E.
ATTACHED & FREESTAt.I)~G COVERSAt<I> UTLITV SHEDS
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum AII~ 8013 T.e
102 RlPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH
17. Sq, Ft. I 20" Sea. Ft. I 23lJ, Sa. Ft. I 28. I Sq. Ft. I 32" SQ. Ft.
2 'lit I" lit 0.050" HollOW lOt
1'-11" , ~. D"
f '.11" S' 3"
"-3" -,.
'-1:1" .'"
'-:J. 6'-8.
6-11. 6'"
6'.r G'-1'
6..... 5':'0"
2" lit 3" x 0.050 Hollow
11.1. 10-3
10.2. 9 ...
9'-5. 8'..a
8'.9. 8'.1
8'-3. 7 -8"
7'-10. 1'-3"
7'~. 6'-11"
7'_2" 6':;"
2" lit 4" lit 0.010 Hollow nit
12 -3" 11'~.
11'.2. 10'=4"
10...." 9'=7"
9..a -a'.ll.
-2 8'.5"
'..a. 7'.11"
'-3. 7 .7.
.11. 7'-3.
2" lit.... lit 0.050" Hollow
13'-9. 12'-8 11 -10"
12'.7 1f'=7" 1 0'.9.
11'.7. 10'-8" 9'-11.
10-10. 10'.o. 9...."
10'-3. 9'.5' 8'.10.
9'-9. 8'.1'" 8'....
9'-3. 8'-6. 7'.11.
8 -10. 8'.2 7 '..a.
2" lit ~ " lit 0.03'" lit 0.100" Salf MaUna Beam
. 1"'~" 13.... 12'-6.
13'-3" 12'.2' 11...
1 '- 11'~3' 10'-6.
10'~7" 9'-10.
9.11 9-3.
9'-5. 8'-10.
9'.o. 8'-5.
8'.7. 8'.1"
.,:~
Table 2.1.1:
~
Wind Zone II
Appllad Load ·
Load Width
S'
6'
7'
8'
II'
10'
11'
12'
Load Width
5'
6'
7'
,.
\J'
10'
11'
12'
Load Width
5'
6'
7'
8'
9'
10'
ii'
12'
Load Width
5'
6'
7'
8'
9'
10'
11'
12'
Load Width
5'
6'
7'
8'
9'
10'
11'
12'
10.3
9'.9.
9.....
8'.5.
7 ..a.
7'.1"
6'-8.
6.3.
5'.11.
6'-8"-
5'.5" .
9'.7.
8'.9
8'.1
7'.7
7'.1
6'.9.
6'.5.
6'.2
10'-6.
9'.7.
8 -11.
8....
7'-10'
7'_5.
7'.1.
6'.10.
7 -11"
7'-2
6'-8
6'-3'
5'-11.
5 -7.
~'l4.
5-1'
8 -11.
8'-2.
7 -7.
7 -1.
6'-8.
6....
6 -1.
5 -10.
9'-11.
9' .o.
8.....
7.10.
7'-5.
7'.o
6'-8.
6'-5
11'-1.
1 0'-2.
9'-5.
8'.9"
8'-3'
7.10.
7-6
7 -2.
11 '..g.
10'..a.
9 -11.
9'-3.
8'_9.
8.3.
7 -11.
7'-7.
SECTION 2
7 -1.
6'~.
6 .o"
5'-8.
5 ....
5 .o.
....1Q.
4'-7.
8'-1.
7'-5"
6'.10.
6'-5.
6'.o.
5'.9.
5'-6.
5'-3"
8'.11.
8'.2.
7'-7.
7'-1.
6' ..a.
6'...-.-
6'.o.
5'.9.
10'.o.
9-2.
8'-6.
7'-11.
7'~.
7'-1.
6'-9.
6-6.
1 O'~7.
9'-8.
8'-11.
8'....
7-10.
7'-6"
7'-1.
6'-10.
Example:
For 2. x". x 0.038. x 0.100" Self-Mating Beam; Beam lIPln between uprights use load width to enter tlble.
For 12' Roof Panel + 2' Overhang; Load Wdth'* LW" 12" 2 + 2' O.H. '" 8'; Enter table on left at S'read
allowable lIPan under required load; Thus for 100 M.P.H. wind loadlllve 10ld or 17 "Sq. Ft. and Load Wdth II 8'-0.
Maximum Beam Span for 2" x 4. lit 0.038. x 0.100. .. ~ 11'-6~ I
Spans do not include length of knee bra(l8. Add horlzonl811eng ot ""ee race to above lIPans for lotal beam
lIPans.
f
Lawrence E. Semett, P.E.
CIIII. IMJNI!R " IlIMLCRIM" OClHIIf.LTANT
...0. lOX ..... IOUTH DAvtaHA, FL 12121
'1'BJ!JIHONI! (104) 187-4T74
FAX (104) 187.esae
@ COPYRIGHT 1988
NOT TO IE REPRODUCED .. WHOLE OR .. PART WITHOUT THE wtWt'TBI PER.8IOM OF LAWRENCE E. BEMETT, P.E.
SEAL
PAGE
59
SECTION 2
ATTACHED & .FREESTANDING COVERS AND UTILITY SHEDS
PAGE
Table 2.2.1: Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings - ALUMINUM POSTS
1- .-.. ..---Wlnd=~~:~~~~-- ~'02 M~~~~1'20~MPH @2~~PH~~ll;~~~~i
.-.~=~A~ll~~=~~~~. ==-- 17 tis~~o ,,~.!- _~3 tIIj.9. Ft:-_2f;_#lSq~Err!2~#lSq~ Ff~1
_ ._ f!~~.!'~_ . _.___ _ _ _ AII~wabl. R~of A~~.!n ~~.!.I!t_~~et for Y~_r!~lIsLoll~_S_()!,P()8t .. j
tI.,!19!'lt ___~ ~~!d -'!,_L~d_ 2" x ~~x Gi" Ho'low_~~()!I_~__~ _ .. _ __ _____ _ :
. __r....."_ __1_____.~!~________J_~1____ _1.~___ ...I___.~O___. )..79 :.. 65 ..~
8'-7" J..1.~8.1... ~L__l__J?'_____ __67 _: 60 ; 48 :
9'-10" ,- 1,204 I 71 i 60 52 46 38.
.. ..-.. ..! ... - -- ,- .- ...- "_.-..' --+- - -
11'-1" .. r 903 . 53 45 39 35 28
:_ Jt~l_ghL_ L()~dd}~= ~~ . - ;=_~-"_~_ ~:!C= o.O~~:. _Ho'~~w E~truslon or
i 8'-2" 2,736: 161 . 137 119 105 86
. .. .___...__..d_......_ -- .----.----t. -... .... _d --- !. .--. d. -. t
9'-6" 2,502 I 147 ! 125 109' 96 78
1~~:~;i" _ _ ~ __--~~itt~:~-~~t=-=.-~-~= _~T~>=~~=:-r:-~ ::~~ nn--~: ----:~ - - . , ~~~~-. :-:--;
____!i!'g~~ ___ _ Lo.t!LnJJ~~ ~~'Jc~~..!C_o.ot~:Jt~!'~!"_Extr.ulllon .:-~'.u_rn!!'lJ-'!1.Alloy 6063 T-6
.... ~~~i~.~~.~~!~1~~ ~...tt~--E~i_-I;-:.-~~_=tj.._....[.. ...! ....1
___l:!tt~ll~L__ LoaC!~Lbs 3" x 3" x 0,04.0" R!'JL~.!!'!~!t. ~!~mhlum ~"'~.~..10!. H-J~__. . ----.-1
....._.10':lJ"_.~ _..2,38!._ ~Q 11!._._.~ .--"" f 92_.._.~ 74
11'-8" 1,786 105 89 78 69 --- 56-----'
~==-I!~:_:=l! ---.!~-~~- --~~=- -~[=:~~~ ~=___=6()___ ___. 53~-=~--_--:- 43 - -- --j
___.15'-0:.______ ___ 1,~~____ ___EJ1._.___ ___ 5~ __45 __ __40 .. i 33 !
___ H~I.9_h_L__. ,d.b~d__'!'_I:_b~ 3" x ~~ 0.060" R~I_~_o~e<!_. ~,~~!.'!1l1Tl,_~~y3105 H.1_~ _. . :
l~;~.J:tm--.r~!.J..:!!-I~~~ I. .~~ !. ~3 :
16'-6" 1,575 93' 79 68 61 49
I - H.'gl)~ ,Loadln Lbs ., 3" x 3" xo,O~O" F'llted Hollow Extrusion. Aluminum 6063 T -6
1._1~'-19"._ ,_.. 3,4()8.. I. 200 _ I 170 . 148 131, 107 .
1~:1~:1~":j.:jilt:t.A~~j5i.. f..:.... ~'... ..! ..... .!;J .. .;~ ..J
Example:
Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = W';
A = S x (W/2 + O_H.); If'S' = 7', W = 12', and O.H. = 2' then: 'Area' = 56 Sq. Ft.
For a 10'-11" poll and 120 m.p.h. wind load or 23 # / Sq. Ft. post choices are:
1) 2" x 3" x 0.044" Hollow Extrusion
2) All post sizes listed below .the 2" x 3" x 0.044" Hollow Section
Note:
Where job conditions dictate a post height of 10'In a 120 MPH wind zone, a 3" x 3" Roll Formed
COULD NOT BE used because when It Is more than 10' tall It can only support 39 SF of roof. On the
other hand, a 3" x 3" Fluted Post WIth a post height of 10'. 7" can support an area of 128 square feet of
area. Thus, design mutt ..tllly both height end area requirements.
Lawrence E. Bemett. P.E.
ow........ ~.GIlMILTANr
P.o. IlOX ....1lOU1'H DAYTCIM, PI. MIlt
, TIUJIttClNI! (tCM) 717-4774
FAX (104) 717._
SEAL
62
@ COPYRIBHT 1888
NOT to IE .u ..JDUCED .. WHCU! OR .. PART WrTHOUT ne WRTTEN PS-...,.. OF LAWIBCE E. BENNETT. P.E.
ATTACHED & FREESTAN*G COVERS 1 AND UTUTY SHEDS
SECTION 2.
.1" IS THCIOESS OF
FEQUFED POST
r-
..
W"
k-
. :;:.
~ 1" ·
TOP OF GRADE
~ 3. X :t' P08T lEE TABlE
~ (2) 2" x 2" x'" ANQLE OR
(1) U aWN:L x "...
31ft' X 3-112" BOLT
80 La. BOO PSI CONCRETE PRE-MX
'-I
3" X 3" BASE
18"
1
ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONtECTION
,-
o
L ~>
I JY
L-L-
ISOLA TED FOOTING
POST N CONCRETE ~
.4 BAA 12' LONG N
I'OlI& CONCA:TE
REfER TO TABlE 2 . 4
3" X :t' POST 11M BOt. TED
TO ANCHOR fIBER
~ 2-314" X 2-314" x 2-112"
/ I.CJNB x 118" 1lIINQ
WBJ]ED CCltN:C11ON
FASTEN PER TABLE 2 . 6
12" x 12" x 114. PLAlC
3-11%' CONe.. SlAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
:!-Q" MN. ~
BEFOFI: SLOPE :;:.
r - JJ
1
~
TYPE I
FLAT SLOPE / NO FOOTtlO
0-2"/12"
(1) .5 BAR CONT. (1) .5 BAR CONT.
~~
~ 8.
TYPE II TYPE II I
MODERAlC SLOPE FOOTtlO STEEP SLOPE FOOTtG
2"tfZ' oi 1-10" ~ 1-10"
NOTES: t NO FOO1'ItG A&QUFIiD EXCEPT WteN AIDE88I<<l EROSION EXCEPT FOR EXI8TNG
SLAB wmtOUtr~. nEHTf8JTARY AOOF APEA LM1ED BY TABlE 2.4
2. MONOIJ1HC .....~..'IIOO1t<<1B.8tWJ.'..1E ... 2,500 PSI 00NCfETE WITH 8x8-1Ox1O
WELDI!D.WM;.....~_U_H MAY IE U8ED III LEU OF MESH.
3. F LOCWi.".IIJJ..,\!ilt8e..."...... FOOTt<<i USE TYPE I FOOTtJG OR
FOOTNi MCr~""'l.iay LOCAL CODE. LOCAL CODE GOVERNS.
SLAB.....DETALS.AODAESSING EROSION
Lawrenoe E. Bemett, P.E.
'ow. ....,. . aM!I..OfIIlIM' oaeLTANr
P.o..IOX ..... IOUnf DAYTONA, I'L ann
1B..8IftOt.8 (104) 7f11-4714
'AX (104) 717-_
SEAL
PAGE
@ COPYRJOHT 1998
NOT TO BE REPRODUCED" WHOLE on.. PAA1"wmtOUT THE WRITTEH.fIIR.IICtl 01 LAWN!NCE E~, PL
53
SECTION 3
SCREEN, VINYL & GLASS ROOMS
SEAL
PAGE
80
Table 3.2.2:
Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 1013 T"
2" x 2" x 0.0111" Hollow Extrusion
Wind Zone
Load 102 MP.H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H: I 140 M.P.H.
Width Applied Load
19 fllSa. A. 23 IIlSa. A- 26 , ISa. A. 29 # lSa. R. 36 ## ISq. R.
36" 12'-3M 11'-1 M 10-5" 9'.11 " 8'.11 "
42" 11'-4" IO'-3M 9'-8" 9'_2M 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'_9M 7'-4" 6'-7"
72" .. 8'-8" 1'.10" 7'-5" 6'-11M 6'-3"
78" 8'-4" 7 -7' 7'.1" 6'-9" 6'-0"
84" 7'-11" 7'.3" 6'.10" 6'-6" 5'-10"
90" 7'-9" 7'-0" 6'-7" 6'.3" 5'-7"
2" x 3" x 0.0110" Hollow Extrusion
Wind Zone
Load 102 MP.H. I 110 MP.H. 120 M.P.H. I 125 MP.H. I 140 M.P.H.
Width ADDlled Load
1.'lSo.A. 23 , l8a. A- 26 t lSa. A- 2. , lSa. A- 36 II ISa. A-
36" 16'-1 OM 15'-3M 14'-4M 13'.7" 12'.3"
42" 15'-7M 14'-2M 13'-4. 12'.7" 11 '-4 M
41" 14'_7M 13'.3M 12'.5M 11'-9" 10'-7"
54" 13'.9M 12'-6M 11' _9M 11'-1" 9'-11"
60" 13'-0" 11'.10" 11 '-2" 10'-6" 9'-6"
66" 12'-5" 11 '-3" 1 0'-7" 10'-1" 9'-0"
72" 11'.11 M 10'-10" 10'-2" 9'-7" 8'_8M
78" 11'.5" 10'.5M 9'.9M 9'.3" 8'-4M
84" 11'.0" 10'.OM 9'.5M 8'.11 " 8'-0"
90" 10'-8" 9'-8" 9'.1" 8'-7" 7'.9"
Load
Width
140 M.P.H.
36"
42"
48"
54"
80"
66"
72"
78"
84"
90"
1.'1S A-
20'.9.
19'-3"
17'-11.
16'-11"
16'-,"
15'-4"
14'-8"
14'-1.
13'-7"
13'-2M
1 ~'-1 M
12'-4M
11 '_8M
11 '_2M
10'-8M
10'.3"
9'-11 "
9'-7"
~.: .
Glen Rooms: The addition of a!umlnum frame windows with glass panes that are designed
to 110 M.P.H. wind load ~ulrements to the .bo1/8 upright sizes increases the strength se. that
addltlona' framing I. rot reqUired.
Using screen panel width W (Se. !)plcal glass room drawing.), seled upri{lht required from
thlt maJdmum height allowed rot .ach eldrullon.
Scretln Spline. on 3" aide. e""'llon tumed with 3" side parallel to sole plate.
Lawrence E. Bennett, P.E.
CIlIL....." ~ ~TNIT
P.o. lOX ... ecunt DAYTONA, R. MIlt
'TB.EPHOlt! (804) 717-47'74
FAX (104) Tt7-_
@ COPYAIGHT 1MB
NOT TO IE ._. ClIJUCB) It WHOLE 00 It PART WITHOU1' 1lE WRTTEN PER18810N OF LAWJe<<:E E. 1lENETT, P.E.
SECTION 3
EDGE BEAM
T x 2" OPEN BAa<
ATTAOED TO FRONT POST WITH
.10 x 2" 8.M.8. MAX. S. FROM
EACH ~ AN) 2.. O.C.
FRONT WALL PlR...N
COM'08ITE ROOF PAtEL&:
(4) t10 X (I . 112") WITH
WITH 1-11." FEtCJEA WA8tER8
PER .'-0- PANEL ACA088 nE
FRONT AN) 24. 0.0. AI..ONG
8IlE8 (WALK-ON)
2" x 2" OR 2" x 3" HOU.OW
BEE SPAN TABU: tEADEA
atAIt RAL AN) KICK PLATE
2" x 2" HOlLOW RAL
POST ATTAOED TO BOTTOM
WITH MN. (2) t10 x 1-'W 8M&.
N SCH:W BOIIE8
EXlSTNJ SLAB MAY BE USED F
.. GOOD ~ AN) ~
BY nE BUL.DNI .a=FICIAL
(1) tL n 112" X 3-'W -..8OL T8
APPROVED FOR .... I.JILIIT WITH .
8m. PLATED cur 8TEB. WAItER
(1) 3/8. BOl. T FOR 3" P08T
(2) 3/8" BOL 18 FOR 3" x ." POST
SCREEN. VINYL & GLASS ROOMS
------
o
o
A.
TYPICAL CORNER DETAIL
..,
TYPICAL lPRIGHT DETAIL
Lawrence E. Bemett, P.E.
eM. _.- ~."""""'~rNlt
p.o. lOX ... ICU1H MV'I'OfM" .... ....
......... (104' 'Nt-4774
PAX (104' 'm'-"
SEAL
PAQE
SDE WALL tt:ADER A TT ACtED TO
l' x 2" OPEN BAa< WITH MN.
~2)flO x 1-112" 8.M.S.
SIJE WAlL P\R.NS ATTACHED TO
l' x 2" OPEN BAa< WITH MN.
(2) .10 x 1-1/2" 8.M.S. N
8CFEW BOSSES
FRONT AN) SDE BOTTOM RALS
ATTAOED TO CONCRETE WITH
11." x 2-114" MASONlYQUCK SET
AT e- FROM EACH PeST AN)
24. ON CENTER MAX. AN) WALLS
A MN. l' FROM EDGE OF CONCRETE
FISER PAN3..S:
(3) .8 x 112. S.M.8. PER 12" PAtEL
tEADER ATTACtED TO POST WITH
WI. (2) #10 x 1-112" S.M.8. N 8CFEW
BOSSE8
2" x 2", 2" x 3. OR 3. x 2" HOlLOW
SEE SPAN TABLES
FOR SNAP EXTRUSIONS CHAA RAL
ATTAOED TO POST WITH MN. (2)
t10 x 1-112" S.M.8. N 8CFEW BOSSES
l' x 2" OPEN BAa< BOTTOM RAL
114. x 2-114. MA~Y ANCHOR @ e-
FROM EACH POST AN) 24" O.c. MAX.
72
@ OOPVAIOHT ....
NOt TO . ._ .LClOICB) .. WHCI.E OR .. PARr WI1HCUr ne WRT'TEN PlRI.IICM OF LAWRENCE E. 1ENlETT. P.E.
~ ROOF
I
.
J:
1
SCREEN, VI\.IYL & GLASS ROOMS
1..........
8B.ECT EDGE BEAM TABU! 3 . 1 . 1 AN)IOR TABlE :J . 1 . 2
--
3-112" SLAB ON GRADE
OR RAISED FOOTNJ
'-- LW ---,
FOR MAX.
lFfIGtlT
LENCmf
1'x2"
VAFE8 NO MAX. CELEV.8LA8 OR ON ORADE)
SECTION 3
TYPICAL GLA88 ROOM.WITH 8OI.J) ROOF. TYPICAL FRONT YEW fRAMI<<)
. (tEIGHT OF lFRIaHT 18 MEA8lJE) FROM ~ OF 1'Jer PLAn: TO BOTTOM OF WALL BEAM)
AL TEFWA n: COtN:CTION AT
FAsaA ALLOWBJ
SEE SECTION 7 FOR DETALS
LOAD WDTH
FOR ROOF PNE..8
SOU> ROOF
lLW-f
I ~ P/2 -t- P/2 -
--
SIZE BEAM AN) COLlM48
PER T ABU!S
J
OR
EXl8n.IG
STRUCT\R:
p · PRO.ECTION FROM BlDQ
LW . LOAD WD'lli
VARES
L- P VARES---l
TYPICAL SCREEN I GLASS ROOM
NOn:s: ANCHOR l' x rOPEN BAa< EXT'fIS)N WITH 114"x2-114" CONCRETE
FA811!11iR IWCIIJMOF f1-er ON CENTER AN) WI1ltN e- OF lPRIGHT
ANCHOR l' . r TOWALLWP'H "1I2"<ft) 8foEET METAL. ~S WrTH
W~ fI-er ONa!JmIl ANCHOR MAM AN) COLut.fi NTERNAll. y
OR WTH .ANCHCIRct.P8AN) ft) 8CfI!W8 AN) WAStERS.
........ lI.A8 1NCICN!88 FOR 8LAB ON GRADE 18 3-1I%' CONCRETE.
8B..ECT FRCINT wALL BEAM FROM TABU! USIIG LARGER "A. VALlE OF
P/2 OR P/2 + OR
"P" IS Q..EAA asTANCE FROM HOST 81RlJC1lII: TO FRONT WALL BEAM.
Lawrence E. Bennett, P.E.
(WI. ....... - DE\III.ClfIMBII 0ClHlU. TANr
P.o... ..... 8OU1H DAYTONA, FL S2!21
1ILIPHCItI! (104) 7fn-4774
FAX (104) 7fn-_
@ COPYRfOHT 1888
NOT TO IE .a.101ll1aD If WHDlE OR If PART wmtClUT nt! WIWI'lBt ~ OF LAWRENCE E.IIENETT. P.E.
L
SEAL
PAGE
69
ALUMINUM FRAMING COMPONENTS
jrf
J-r
-{
A · 0.24 .....
WT · 0.28 plf.
Ix · 0.14 .....
8x · 0.18 .....
8063 - TB
,-2",
OJ
SECTION 8
A . 0.50 n"
WT .. 0.57 p.1f.
Ix. 028.....
8x. 0.37 h'
8063 - 18
1" X 2- X 0.044- OPEN BACK SECTION
2- X 2- X 0.055- PATIO SECTION
r-2",
OJ
A.0.32.....
WT · 0.37 plf.
.. · 0.18 .....
8x · 0.24 ......
8083 - 18
12",
OJ
A.O.M...."
WT . 0.74 plf.
Ix · 0.75 .....
8x . 0.70 .....
8083 - 18
2- X 2" x 0.032- PAllO SECTION
2- x 3- x 0.050- PATIO SECTION
r-2",
OJ
A.O.3S.....
WT · 0.41 plf.
.. · 0.19 ." ·
8x · 0.28 .... ·
8083 . 18
12",
r- "1
~
J
2" X 2".x 0.038. PAllO SECTION
12",
OJ
A · 0.75 .... ·
WT · 0.88 plf.
...\53.....
8x.t07.....
8083 - 18
2- X 4- X 0.050. PATIO SECTION
A.OA2.....
wr · 0A8 plf.
...Q.23.....
ax · 0.81 ." ·
8083 - 18
2" X 24 X 0.0444 PAOO SECTION
,
Lawrence E. Bemett, P.E.
a\II. IMJN!ER. DEVEl.OfII8n' CONIU.TANT
P.o. lOX ..... ICIU1'H DAYTONA, FL 82121
TB.EPHClNI! (1MM) 787-4774
FAX (1MM) 787-_
SEAL
PAoe
@ COPYFWOtrr 1088
I<<>T TO IE REPRODUCED II WHDU! OR II PART wmtCUT ne WMTBt PlRI8I1DH OF LAWNNCE E.IENETT. P.E.
135
SECTION 7
SOLD ROOF PANEL PRODUCTS
SEAL
PAGE
120
Table 7.1.2: NIoMbht Spllns for Industry Stand8rd Riser Panels for Various Loads
Nurmtuni Alloy 3105 H.14 or H.25
3" . 12" . '.Otl" ...., ........
OM" IIuIlIIInp Enclosed BuIdlMa
Wind ApplIed CMrtwlI CondIlJon Wind ApplIed OftrtNlng CondItIon
Realon LOlId NONE 1'.0" 2'.0" 3'.0" W" Realon LOIld NONE 1'..0" 2'.0" 3'.0" 4'.0"
102 M.P.tl 17 11'.1 I. 12'.1' 12'.7. IS''''' '''''''' 102 M,P.tl 21 9'-1' 9''''. g'.'" 10'.11' 12'.2'
110M.P.tl 2. 10".". 11'.2" " '-8. 12' .e. 13'.r 110 M,P.tl 35 8''''' 8'.e' I'.J' 10'.3' 11'.6'
120 M.P.tl 2:1 10'.3. 10'.5. 10'.1'. ,,'.10' 12'.W 120 M.P.tl 41 7'-8' T.'" 8'-8' g'.g' 11'.1'
121 M.P.tl 2. 9'.r 9'.10" 10'.S" " ..... 12'.e. 121 M.P.tl 41 7''''' 7'-7' 8''''' 9'.6' 10'.10'
140 M.P.tl .32 8'.e- 8'.". 11'.7. 100.7. 11'.10. 140 M.P.tl 5t 8'.7' 8'.10' "'.8' t'.11' 10'.",
3" . 12" . 0.0"" ....r hne"
OIIen BulIdlnge Enclosed Buldlngs
~Ind ApplIed OftrtNlng CondIllon Wind ApplIed OftrtNlng Condition
Relllon Load.. NONE 1'.0" 2'.0" 3'.0" 4'.0" Region LOIld NONE 1'.0" 2'.0" 3'.0" ....0"
102 M.P.H. 17 13'.1 I' ,....1. ''''.8' Hi'.2' "'-0" 102 M.P.H. 21 10'.8' 10'.10" "'.4' 12'.3. 13'.4"
110 M.P.h, 20 12'.10' 12'.1 I' 13',5' 14'.2' 15'.1. 110 M.P,tl 35 9'.8' g'.'" 10'.0' 11'.5' 12'.r
120 M.P.H. 23 "'.11' 12',1' 12'.7' 13'...' 14'.5' 120 M.P.tl 41 8'.' ,. 9'.2' 9'.'0' 10'.9' 12',0'
128 M.P.tl 2t "'.3' 1 1'-5' I I'.'" lr... 13',10' 125 M.P.tl 45 8'.7' O'.g' g'.S' 1 D'S 11':e::-
140 M.P.tl 32 10'.2' 10''''' 10'.11' 11'.11' 12'.1l' 1'"'0 M.P.H. 88 7'.8' 7'., l' 8',8' 9'.9' 11'.1'
S" . 12" . 0,032" "'1Ii' Pine" J
-- Open Buildings ! Enelo..d 8ulId1ngs
Wind ApplIed OftrtNlna CondItIon Wind Applied OftrtNlna CoOldItlon
Region LOIld NONE 1'~" 2'.0" 3'.0" 4'.0" Rlllllon LOIld NONE 1'.0" 2'.0" 3'-0" ....-0..
,!!,2 M.P.tl 17 15'.5' 15'-8' 15'.1\' 10'.e' 17''''' 102 M.P.H. 211 "'.9" 1 i'.11' 12'.5" 13'.3" '....3.
1\0 M,P.tl 20 1..'.2' 14''''' 1....9. 15'.5' 18'.3. 110 M.P.H. 35 10'.11' 10'.11' 11'.5' 12'.3" 13'.5"
120 M,P,tl 23 13'.3' 13'.5' 13'.10' 1....8. 15'.8' 120 M.P.H. 41 9'.11' 10".1' 10'.8' 11'.7' 12'.9'
E!.N,P.tl 2t 12'.5. 12'.7" 13'.1' 13'.IU' 1....10. 125 M.P.H. 45 P'.S' 9'.8" '0'.3' 11'.2" '2'.5'
140 M,P.tl 32 11'-3' 1\'.5' 1\..11' 12'.11. 13',11' 140 M.P.H. 58 8',0' 8'.9. g'-4' 10',5' 11'.0'
Nol.: To181 roolll6nel wldlh . room wtdlh Dlus wen wldl. plus owmenll.
Table 7.1,3: A1IOW11b1e Sp.ens for IndulItl}' Standard Riser Panels for Various Loads
A1umnumAlloy 31011 H.28
3" . 12" . O.Oft" ....t Pa",,"
Wind
Rt-
102 M'p,tl
"0 M.P.tl
120 M.P.tl
121 M.P.tl
140 M'p.14
S" J 12".
Appllad ~
l.oIId 1'.0"
n 13'.1 13'.1 I.
20 12'.8" 2'.1\'
J3 11'.11' 12'.1'
It 11'.2" 1\''''"
'" 100.f" 10'.3"
ar Pane"
CondItion
2'.0" S..o"
14'.5' 15'.1'
13''''' 1....1.
12'.e" 13''''"
11'.10" 12'.e"
10'.10" 1,....
Wind
Rtalcn
102 M.P.H.
110 M.P.tl
120 M.P,tl
125 M.P.tl
140 M.P.tl
Enclos.d nuDd.......
Appll.d OftrhJnn Condition
LOlld NONE 1'.0' 2'.0" 3.-0"
2. 10'.7" 10'.11' II''''' 12'.~'
35 9'.8. 11..10' 10'.5' 11'.4'
41 8'.11' 9'.1" 9'.9" lO'.g"
..5 8'.8" 8'.11' 11'.5' 10'.5'
88 7'.7' 7'.10' 8'.7' g'.S'
....0"
13'.3'
12'.6'
11'.11'
11'.0'
"'.1'
4.0"
1Ii'.I,.
1S'.I"
14'''''
13'-11'
12'.10"
- tnc:losacl8ulldlnas
Wind ,~ Wind ADaIIacI Oftrtlana Condition
~ LOIld N>>iI! J'~ ~ .' Rtalon Load NClNI! 1'.0- roO- 3'-0" .'.0"
, 17 1 . 1 111"08" '.3" 1 0" 102 M.P.tl 211 12''''' 12' 12'-11 13.... 14'.9"
1-ll!.P 20 1 '" 1D'.D' .1 1 . 1 110 MP.tl 38 11.3' 11'. 11'.11 12'." 13'.10"
120 J3 , 14'-11' . 1120 M.P.tl 41 100.S' 10'. 11',l!" I 2'-0" 13'.1'
~ " . 1 . 13'08" 14'-4" 5 4. 12. M.P.tl 48 11'.1,. 10'. ' 10'-8' 11'.7' 12'.11'
32 1. U'.;r 4 140 M.P.tl 51 8'.11' 11'.1' II.... 10'.11" 11'.11'
3" .il . 0.03 ..
:::::.. ~ k-
102MP.tl ~ 1 .
110 IlitP.tl 20. Utl,,,,
120 M.P.tl J3 11i"'"
12IMJI.tl 21 "',11'
140 M.P.H. 32 13'08'
Wind
4'~ Rtalon
1 -7' 102 MP.tl
,... 110 IlitP.tl
r...' 120 M.P.tl
1 r.... 121 M.P.tl
'.3" 140 M.P Jl
Enclosed ~
ApplIacI Ova"..... CondItion
LOlld NONE 1'~ roO" S'-O" 4'.0"
211 13'-8" 13'.10" 14'-3" 1....". 15'.10"
38 12'./1' 12'.1. 13-1' 13'.10" 14'.10'
41 11 '.e. 11.... 12'.2" 12'.11' 14'.0'
.. 10'.11 11'.2' 11'=8" 12'.e" 13'.r
.. 9'.10" 10'.1" 10'-8" 11'.8. 12'.8'
ConlItlon
roO" s'oo"
1...' .
1 -tt.
'.11
'.11"
r-r
Note: TollII roof panel wIdI1 alllOlft wIdIl plYI.... wid.. p1u1 owmeng.
Lawrence E, Bemett, P.E.
eM. l!MJMJ!Jf " 0lM!..0f'M!NT c:o.a. TNIr
p.o. lOX .... IOU'nf DAYTONA, ... ....
'TBB'HCN! (t04) 717-.77.
FAX (t04) 787-11III
@ COPYRIOHT 1808
NOT TO .. fIlIIADDUCED N WHOlE OR N PART wmIOUT nE ~ PEH.lIlON a= LAWAENCE E. 8EHETT, P.E.
SOLD ROOF PANEL PRODUCTS
SECTION 7
j
~4\"-I~
PAN ROOF ANCHORING DETAILS
---
EXl8TN) TRUSS OR RAFTER
SEALANT
tEADER (SEE NOTE BB..OW)
#8 X 9/18" s.M.s. (3) PER PAN
ANJ (1) AT RISER
#10 x 1-112" S.M.8. (1) PER RAFTER
OR TRUSS TAL
ROOF PAtEL
#10 X 3/4" S.M.s. AT 12" ON CENTER
#8 X 9/18" SMS. (3) PER PAN
ANJ (1) AT RISER
AL 1CRNA TE CONECT'IOt-t
.8 X 1-114" SCREWS (3) PER PAN HTO
FASCIA 1l-AOlOi PAN 80)(8) EN)
EXlSTN) FASCIA
ROOF PANEL TO FASCIA DETAIL
//--.
I-EADER (SEE NOTE BB..OW)
#8 X 9/18" S.M.s. (3) PER PAN
ANJ (1) PER RISER
FOR MA~Y use 114" x 1-114. TAP-CON
ANatOR OR EQUAL AT 24. ON CENTER
FOR WOOD USE #10 x 1-112" s.M.8.
OR WOOD SCREWS AT 12" ON CENTER
ROOF PANEL
.8 X 9/16" s.M.s. (3) PER PAN
AN) (1) PER RISER
EXlSTN) HOST S'TRUClUU::
WOOD FRAME, MA~Y OR OllER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES: ROOF PAN!I.I 8tW.L IE ATTAOED TO nE H:ADER WITH (3) EAOf .8 X 112"
LONB COMOIIClH.....,ANT 8tEET t.ETAL SCREWS WIlli W WAStERS.
ALL ~"...';.~..' CAW<ED OR SHALL HAVE NEOPREtE GASKET
BI!TWEF.N'tMI ;W~"'~AfI)11t5 PAN.
PAN MI....:..... C1),EACtt .8 x 1/2" SCREW EAOl TIE PANS MAY BE
ANCHI'JAID 1tI'tCIJrM",;PAN WITH (3) EACH IS X l' OF TIE ABOVE sa:EW
TYPI!8 NG TN!MOVE'..~~" SCREW.
Lawrence E. Bemett, P.E.
eM. IMIN!I!R . 0I!M!LClfII8T OONU. rANT
P.o. lOX ..... eount DAYTONA, PL U12t
lBB'HON! (804) 787~4774
FAX (804) 787-_
SEAL
PACE
@ COPYRIaHT 1008
NOT TO lIE RB'RODIICB)" wttClE OR .. PART wmtOUT' nE WRrTTSf PlHi..,., OF LAWfI!NCE E. EHrrr, P.E.
113
SECTION 2
ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS
~
";
~
~
~
SEE CONNEOTlON DETALS
~-
-------
~
~
~
I
12" x PAN (SEE TABlE) USE W
TO SB..ECT PAN FOR FEQUA:D SPAN
W 1 VARES
FOR FRONT BEAM USE L · W I 2+OVERHANG
L._
~
-----
PAN OR Cot.I'OSITE ROOF PAIEI..
SEE SECTION 7
TOP PlATE P.T. OR WITH VAPOR
BARRER AT ALltJN.H ROOF
2" x 4" Ll..M:IER TOP PlATE. ROOF
2" x 2" ALl.f.W<IJM OR
2" x 4. ~ .2 SP.F. (MN.)
&tEA TtlNi:
7/f(f' O.8.s. OR 1/2" PLYWOOD WITH
STlDS 24" ON CENTER OR 8TRUCTUW..
GRADE TtERMAL PLY WITH STlDS AT
18" ON CENTER
2" x 4" PRESSlR: TREATED PLATE WITH
318" x 4-1/2" CONCRETE ANaiORS AT
4'-0" ON CENTER
SEE SLAB DETALS
ATTACH SHED OR ROOM WALL TO
HOST STRUCTURE WI 1/4" x 3 1/4"
TAPCONS 0 18" O.C. FOR MASONR;
J18d COMMON @ 16" O.C. OR .10 x 3
Y." FOR WOOD, AND '10 x 2 Yo" SMS
FOR 1" x 2" ALUMINUMI .10 x 3 Y. SMS
FOR 2" x 2" ALUMINUM.
ALl.MN.JM POST AN) BEAM
Sf-EA~G:
7/18" O.8B. OR 1/2" PLYWOOD WITH
STU)S 24" ON CENTER OR STRUCTUW..
GRADE TtERMAL PLY WITH 8TlJ)S AT
18" ON CENTER
2" x 4. PRESSlR TREATED PlATE wmt
3/8" x 4-1/2" CONCRETE ANCHORS AT
4'-0. ON CENTER
SEE SlAB DETALS
UTILITY SHED AND CARPORT WALL SECTION
t ANCHOR PANS TO tEADER 01NN3- WITH (3) .10 x 1/2" 5MB. WI WASI-ER.
2. ANCHOR PANS TO ROOF BEAMS WITH (3) .10 x 1/2" 5MB. WI WAStER.
3. ANCttOA ca.uMN TO ca<<:AEi'E FLOOR WITH 2-114" x 3. CONCRETE ANCHORB.
4. ANCHOR 00IJ.I,4N T08A8l'fll,.ATl! WITH 1-114- 8.8. BOLT.
5. ANCHOR 8tEETtfG A8'fIeU.OW8:
A. PI. YWOOD .ed ~..tI" 0.0. EDGES NI) 12" O.C. FELD.
B. s1llICTlIW- OAADI!....n.fAAL.fIL y IlEA .t.WIFAC'1UER'8 RECOMMENJA T1ON8
OR fll x 1114. DEQ('~'.ro.c.'!DCES AN) 12" O.C. FELD ~S A Mf&U,,(,
Lawrence: E. Bennett, P.E.
cnII. ENtJNJIiIt · ~aMA.rANr
P.o. lOx ......eount DAY1"aHA. f1Ltl:N1
TElJ!IIHOtfE (I04t 1t7-4114
'AX (t04) 111-11II
SEAL
PAGE
50
@ COPYAK!IH1' 1088
NOT TO IE AE!PAODUCED N WHClU! OR N'ART wmtoUT TtE WfI'TTEH PIRII8ICIN OF LAWRENCE E. IlENETT. P.E.
STRUCTURES WITH WOOD, & ALUMlNUMFRAMHG COMPONENTS
SECTION 4
.._t-
'}---.-
#8 x r WOOD s~ws WITH
5/8" WAstERS (3) PER PANEL
2. x 4" TOP PlATE
PRESSURE meA TED PIE
SH:A~:
1/2" PLYWOOD OR STRUCTU1AL
GRADE Tl-ERMAL PLY wI SI)N)
1/4' x 3" BOLTS OR T-BQLTS INTO
CONCRETE SLAB AT 24. ON CENTER
wlrn V8. x 1- V2" WAStERS
>k-- -
+
^L~ COVER (SEE CONECTlON
TO HOST STRUCnR:)
PlATES TOP JH) BOTTOM
tu4tICNE ANCHORS
NlMJER OF HALS PER MAM.FACnR:S SPECS
2" x 4. SnDS
-t- -
-1-
I
PRESSlFE mEA TED 2 x 4 PLA. TE
/
,-
_ __ _ 1_ "-- '_ 4
- -.-01----
.~.+
. '-
'1<----- . . '>- _ '/
~ ~ ..~ ~~----
~ .L ~ _ __ ::7---________
FOOTNl OPTIONAL AS REOURED
6. x 6. - 10 x 10 WELDED WAf: MESH
#5 BAR CONTNJOUS
UTLITY SHED TYPICAL WALL SECTION
y---.
\
~ (2) NTERNAL L's OR RECEJVNl CHAtN:L
---- (2) V4" DlAtJETER BOLTS EACH ANGLE
(4) #10 x 1-1/2" steT METAL SCREWS
EACH ANGLE
1-V2. x 3-1/2" SPACER BLOCKS
ALUMNJM BEAM FRAMING INTO CORNER
OF WOOD ~AMED UTLfTY SHED PLAN YEW DETAIL
Lawrence E. Bennett, P.E.
O\'L IMJNEiI!R . LlE\fI!I.OfII8W CX'INIJLI. TANT
PD. lOX ..... 80UTH DAYTONA, FL 32121
L 1B..I!f'HCN! (004) m-4774
FAX (804) 717-_
SEAL
PAGE
@ COPYRIGHT '1088
NOT TO 3E IS flOD/ICED N WHOU! OR N PART wmtOUT DE WN1'1IN ~ OF LAWfBlCE E.IENETT. P.E.
87
Property Owner:
Job Address:
Parcell.D. #
BUILDl~9HY~L~RM!! 79221f(~
(813)788-6611 ~ - tj(}
AFTER HOURS PHONE NUMBER Date - c1 ~ -
(813) 788-5262 _/-- ...)
ELE~-.... PL~ <..........~ SewerConn
~ /) Water Conn:
~ L. ~::::,...u.k 7~ W"e' Mete,
..3 soto &../uL/J?1(}?/-C-: T.I.F.'s:
~--_.
Zoning:
Descriotion of Work
Energy Code:
R(1
Radon Gas:
a.~ - VUL
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
1
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
BUILDI!':l.G--' ....
~
ELECTRI~.- ....
~
Permit Fee
Signature
Company
Address
Telephone# L/ 7 ~~ - Lf cO 75
...~(O~IJ11IJ')~ --!1_c! e~ . ..
PLU~ _ . ~ANI~~~
-
Valuation or ~ t 9 ~ 1.l-2.
Contract Price"'.. '() .
City License Registration # .2:~ I
State Certified License# {!/J L! (), 1-t</13!
Tp. Servo
Rough In
Meter Can
Con st. Pole
Pool
Pre-Meter
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.0er shall be made for each trip for each trade:
~-'i7D
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.
Proposal
O'Donovans Air-conditioning and Heating
6610 16th St.
Zephyrhills Fl.33540
CACO-54731
August 10 1998
To: Robert Curtis
38506 Piedmont
. Zephyrhills Fl.
Ph:782-2565
Estimate to replace present 2 ton Heat pump system with
New 2 Ton Heat pump system. Includes thermastat, airhandler
and taxes. One year warranty on parts and labor. Five year
warranty on compressor.
\.
11 SEER
.)/ ;J /l
~~/ /1L.
Payne
Void after 20 days.
Bryant
11 SEER
$2,250.
Void after 60 days.
From Tim O'Donovan
rJ~/ ~
.!2t 71;) ~ /j/'pS-
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
OWNER'S NAME
i<(CJhf/~ T ~ Vr').'S
p/(' /0o/') (
JOB ADDRESS '3 'i5 5 0 r;
LEGAL DESCRIPTION: LOT(S)
PARCEL ID #
WORK PROPSED: [JNEW CONSTRUCTION
o ADDITION
o SIGN
o MOVE
\
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DATE RECEIVED
PLANS REVIEW FEE
PHONE 7? /- - )~b 5'
h /\/~ r/- 3J5cr 0
BLOCK
2~/7h/ /
"
SUBDIVISION
(OBTAIN FROM PROPERTY TAX NOTICE)
DALTERATION
~PAIR
o INSTALL
o DEMOLISH
DMULTI-FAMILY
o INDUSTRIAL
o MOBILE HOME
o OTHER
0# OF UNITS
o SWIMMING POOL
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK /0 C" c j., '"I ; { ff / {r h ,r "' l e: (/ ,(/ r )
BUILDING SIZE SQUARE FOOTAGE HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (I) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
$
PERMITS REQUESTED
o BUILDING
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE 0 FLORIDA POWER 0 W.R.E.C.
$ 'Z 9!lo VALUATION OF MECHANCIAL INSTALLATION
o SPECIALTY 0 OTHER
o ELECTRICAL
o PLUMBING
~CHANICAL
o GAS
o ROOFING
TYPE OF CONSTRUCTION: [J BLOCK
o FRAME
----- ---..._-.......~.....11....,...
padmE~S ~o pa~uT~d 'pad^~ amEN
~uawbpaTMOU~~E 6UT~E~ Uos~ad JO a~n~Eu6TS
q~EO UE a~E~ ~OU PTt=(] PTPD OqM pUE
(UOT~E~TJT~uapT JO ad^~)
pa~npo~d SEq OqM [J
~o 'am o~ UMOU~ ^TTEuos~ad ST oq~
(pa6paTMoU~~e Uos~ad JO ameu)
^q
-:- 61 I JO hEP- sTq~ am a~oJa8
pa6paTMoU~~E SEM ~uamn~~sUT 6UT06a~OJ aq~
.T_ .,..,. ay___
[J STEEL
o OTHER
T <! DDf"I.TRr'l' TN FLOOD ZONE AREAn YES [] NO
padmE~S ~o pa~uT~d 'pad^~ amEN
~uama6paTMOU~~e 6uT~e~ uos~ad JO a~n~Eu6TS
'q~EO UE a~E~ ~ou PTPD PTP DoqM pUE
(UOT~E~TJT~uapT JO ad^~)
pa~npo~d SEq oqM []
~o 'am o~ UMOU~ ^TTeuos~ad sT oqMD
(pa6paTMOU~~E UOs~ad JO amEU)
^q
~T I JO hEp - sTq~ am a~oJa8
pa6paTMOU~~E SEM ~uawn~~sUT 6UT06a~oJ aq~
CONDITIONS OF PERMIT AFFIDAVIT
. .A.' NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may 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 may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If bhe contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CONTRACTOR' S/OWNER' S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
STATE OF FLORIDA
r'nlU..I.1"D.Y' r'\'C'