HomeMy WebLinkAbout98-8103
BUILDING PE.RMIT.
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
8103
111I (p /q f
I ,
~ 0.-50
BUILDING
Date
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
P,"perty Owne' ~~~~~ I{UStl~
Job Address: t.f..;l. t:J. tiz E (
LuifLkts
Water Conn:
H . !f.p. Water Meter:
T.I.F.'s:
Parcell.D. #
Zoning:
DescriPtion of Work
Energy Code: f<l9C'J:::..don Gas:
Jldd ~1'I1~f1 ~
NO OCCUPANCY BEFORE C.O.
FINAL
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
Inspector
tl
(
DATE
City License Registration #
State Certified License#
153
J~rmit Fee
Ignature
Company
_ ~dress
\;telephone#
Valuation or -----1 5 ~
Contract Price I I L . U u
7fr1-2Cr:/(P
Prce. ~
ELECTriCAL
(
PLtMBING
BUILDING
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Ftnal
SLB
Tub Set
Water
Sewer
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 ($ 25.001 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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r;ILtl- t Y_\JV\^. .
?{ 7 3 l- [' 0-( tt~h-
,pn
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF Z1.oD 15 ~<J
OTHER
BUILDING: J-((J.. '00
ELECTRICAL:
PLUMBING:
MECHANICAL:
RADON:
CREDIT:
T.I.F'sl /J III
e 12!Z.J..otll -G TA L jf, q{J . co
SEWER:
WATER:
TOT AL:
AI~LtUArlUN ro~~kRH1T
cIty or Za'UYIUULLS' '
BtttLblNCr'bDAlttHINt
1\";[,
UIlIlI!II'S ~1II7~f 1k.P/l~(I/(1 y /UtlS;f;'
OWNEtt'" AbbltMS ~ 7-1.;), Co IT AG-E Sr;
Job AtJDkKSS S;q /J1 fi
PIIONE t;f?J>-tJ 77 Y
LEGAL DESCRlPTl()Nt LOt(S)
8LOClt
SUBDIVISION
PARGEt l.b.' COBTAIH fROM PROPERTY TAX NOTICE)
woRk ~RO~OSRD!_~eV tongt~cttOtl ----Additlun ----Alteration ~epair ____Install
_Silll
PROPOSED USE! ~1i81e ....11y
----"ove
-Pe.oliBh
----"'F _' of Units --11/11
_c::~etcla1
_lndust. _swbl. 1'001 _Other
~estaurant & Ileallh lJeparlment Approval
lJESCRlPTION OF kOBt
/Jj)JJ ~uJf'~.IV ,.1200/11
BUILDING SIZEt ID .x. ),I.? . .;)/,O
Squatf! reet. Pm 9 Jleight
RESIDf:NT1ALt \. AtTAt'll (2) ,wr 'LANS & (2)' SITS OP BUILDING PLANS & (1) SET ENERGY FORMS.
coHtttRctAL t.. ArtAw (3)' SitS ,0' IUiWlHG "LARs & (1) SET ENElGY FOlUlS.
'IlUJttuttf SUltVlt;UQUlltlW )'0.' AtL HI" WMSTRUCTlON. . . ,
Ii' . . - ;. .. - l ~ . ,'" . . .
~UILDING
~LECTRlcAL
"
._1 i
l'dHttS.tuWUKSTID
/ ! c2<:: 00. Valuation tJt tCJtal Construction
,'" -, . J
. ! '
. ,$
. I ..
NIP Senlce
lli-' .
(florid. Powe~ torp.
W.R.E.G.
---"BcnAJllCAL . ,$
----'LUtt.BltfG
Valuation of Hecluwlcal1ttstallatlon
(;AS
ROOFiNG
SPECIALTY
TlPE OF CORS11lUCT101U \ _____lock _Frue _Steel
Other
FUUSHED rt.ook BLiVAT10RS:... ' ,
ft. ,
.
1S 'P.ttOJlct IN FLOOD ZONB AREA,?
.,"; ,.; .,
YES
NO
...".t.......,...........................
: "
~L' y{.\ ~
BUILDER
, .' ,';" COlt11lAct'ol.' ,$ECTIOH
, : ' :"<,, ,', . "I;' ';4t:.L' //LU J41 .
Jli//J/~..l ~ . " ,~':::~;t':~r Rea..';. , CR.COj{f<PZ)
~~ ~it, tlcenae legisttAtion f ____
................,..".....................
S 19nab.tt@
EIJmrR1<aAl1
tottPANt
st~te Cert. or Regist. ,
City License Registration .
..........................................
siRl18ture
CUKPANY
State Cett. tJr Regisl. ,
Uity License Registration ,
..........................................
PLutI8ER
Signature
COMPANY
StAte Gert. ot Reglst. ,___
city License Regt8ttatlon ,
..........................................
.
HE(''lWflCAL
SignAture
COMPANY
st.t~ Cert. or ReRist. .f
'. City ).icense Registration'
.........".................................
OUtER
Signature
..
. \
<
,
APPLICATION APPROVED BY
PERMIT OFFICI-;R.
CONU:t"'10N8~!O"J,'"IH;t't,,~AFFIDA VI'f
1\. NOTtCI: Of' DUDR8S'tRIC'tlIS~~"1~1;;;~~~t~V;'~" ",.,
the lmderlJgnet1 tIdll.rlland.tuttt......nit"_,, ,\'..J.t\lto~....'tt.trJdlona- whieb lay be lOre restrictive than City
nguJaUoni. tilt .......... ......~HU'tot talPl1Mtt:.ltb Mrappllcable deed restrictions.
B. UNLICMSSD I COH'tRAC'tO@S ,AND' COHt1tACTOtt JlESPONSIBILITIES
If the ownt!r h.. hltttt . toetl'aet.CJftJt..tr.elOrl'tCJ UddttU....tfOt.t _." be required to be licensed in accordance with
statt And luclll t.jaU"'~ If the tcldlt.etot I. dDtHtMltdll. fequbec1 by Jiw, botb the cnmer .JOd contractor JaY be
cI ted tot a .I~t _'b..UOd unc1tt,tat.latt. tf Ut. OIftIn tit tfltMck!d contraetor are uncertain as to what licel!sing
requireMent. lit .ppl, t~t the lntanded ~r.; the, Ire ad,l'" to tonlact the ellr of Zephrrbills Building Deparllent, (813)
188-6611. ' ' .
If' I;.'
Furlher~t~, It the owo@r has hired a cuntractor or conlraclijrl, he II ad,lled to ha,e the contractor(s) sign portions of the
.Conttittor BetU.." of ~I' IpplleaUm for ,lIteh ther ,111 WI telpMlible. If you, as the owner sIgn as the contractor,
JOu arl! lmUcaUng tMt fC*, uthllr than tM tontrldor, are f"l'OtI.lble tor the lIOr.. If the contractor wishes you to sign
a8 contractor that.., be In Inllc.lIOl~t. he II not proper1, IJtanlea and 1. not entitled to perlitting privileges in the
eltr of ZephrrhllJI.
c. TRANSPORTAtION IMPACT FEES ANn~UTILITY CONNECTION FEES
(). CONSTRUCTION LIEN oLAW \ (CHAPTKR 113~ FLORIDA S'1'ATUTES.. AS AMENDED)
I certify that It the app1JCllt,bafl been prorJaea .1th I tOpf of "lorJdat. Construction tlen La. - HoIeDwnerts Protection
Guide" prilparec1 bt tilt rlbtll1aDeplttlfat.;oflgr1calturt IIldCallUler Affabl. If the applicant is sOleone other than the
.000p.rll, I certlf, thatl ha,. Obt.lned ltopt bt the'.bote dlserlbed ddtulent and rrallst tn good faIth to deliver It to the
"oltner- prior to ~etIIIIl. i '.'...,.
IIppUcaUon II herebt lade. let fib. la....... '. ptrl.l.....~....t. ~.'" dolO,. r....: and.. '. '.~. Jill... ti. ....U. .. t.ion. .al J.ndlcated... I. ceo rUfy lha. t no work. or
InstIllation hi' ~ pt.6t., ."tot.<.......'...t.'.~_.. "..n... .l~........ ,..rUll......l. \.ll.1....."'..,r.... "...I,J..1 be..,.. d.'. ned. ...to _.' et.. 'stanc1ards,o( alllaMs
(l!gulatlng conlbueUtJn, eu, toc1ofr .S.,!..I~t1"'t"':JIi1d8ttl..t;nplaU""ln',t118 jurl.diction. I also
cl!rUfr tllat t ...tlt.... tllat tllet...U.. ot;bl...ri....h. _el..'..'~appt' to lhe'.lntended wort, and Lbat it is
., r!!8ponlJJbHUr to IdtftUf"hat 8tHane tldltJ~.. t'M"I~.,1Jante. Such Igencies include but are not li.Ued Lo:
. Departleot of ID,Jronledtal legulaUoa · cfpr...'..,.....,..tl.dd Arfas and In,iroDlentall, Sensitive Lands,
, ,"attt/lllat.ter IrMtJent
. Southwest ,Jodda IIltet=:::t Dl.trlct. -. '.118.. H.. I, '. c. "tit., lI,lIeac1.i, WeUand Are.8, Altering Watercourses
· A[1f COfPl of 1Ml~:"" . 'e.i_,~"fJ."I'htln.,.
. De ltrtJeat ok ....tl,..!;i 'IJlDU"~lml* :,'ladtllMMWlealth IInU - Velll; lIaltewater !reatlent,Septic !ants
· us IDYlr_t., i~!,,~toIli"'~..t. . ,;
I al.o ct!rtlfr t . It .11. toh olelt' a. ,tOOllldfti tA' or -A,etc.", U i. understood that a drainage plan
addressing II .taIptJI..UIIf'.... ..UI be IUbtlUtdlhida ".prepared bl a professional engineer registered in the State of
Florida prior tit pertlt.lthMtt. .
. A per. It Issued lha.. bf t'OfIItrftl1tobe . lJct!fII.fto .~toctec1 .Uh the wort and not as authority to ,Iolate, cancel alter, or
Bet aside anI pml.l. !';'~"kJ,ltdC!ll~,',~~.JI",HJIltlInct! of a petalt prevent th~ BuUding Off~clal frOl tbereafter
r@quldng . tottMttatl,f;.nih,lt.,I*lC!lillllMtldiltfJtl1fJlaUone of ..., tcMle.lyttt~"'ralt i.suecJilball ~becoIe;JnYaHd
Unl!!!1 the IIor1 autflorb"1It~..d.J"ttJtJ.~.~-,~~t;tf^~I~~t! IOIItlle of ,!aauance, or. if work authorilec1 br the perlit is
IlUBP!!OOed or abanl1onet1tor .perJlJl1ol.1.1dd~;ltt.~tMU..':tJJ.worl II tt.lenced. One 90 day eJtenBion of tile, .ay be
allowed for tile "raU .n.. ,.'et. . dta. tp or.'t1".pG. ;'/.'.:;..... '. '.. ',~.. '. ~1l ~ ll!qul!8ted In wriUng to the Building Official. Jln
al'profl!t11nflpec:t10i IUltbt 1.ddt.ft9"'!w~<". "I,ot''t~ proJeclllHl be considered abandoned.
""R"llft: 'to mrnR! YOOI tIU.lJftm:RdItA IIOlICli,~' .' Mt IIISUtf II YOUR PAYINe t1I1CI fOR IHPROVEHIiHTS TO YOUR
p.ROPlm. I'" litbIt'to;lItIdrn....f1"'!'.. .. .. ". iLbolA OR P Anon.IlY BIYOR. RICORDlHG YOUR IIlmCl OF
mIIIICI8h'. JOBS _,:'~f.l.ftAfJJt.. ..IJOJOrIaf...: . . '.. ,..,oar · 'IIOJJCI OF 7 y
/l/~ ~ ~ '~."~': ~-
SiG""tURR: OfIIIR OR AGIlII 81GIIA : CONtRACTOR
.. t ..:. ,
(Name Typed, Pci
NOTARY PUBLIC
\ELS
)state of RoOda ~ ,. (N8Jt8 T
My Comin. 6p,Aug 31. 2002 · " 'HOTABY,
, Coinm. No, 771791 ' , .' '. .'
(
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ACE
ALUMINUM & CONCRETE, INC.
SOLDTD L/1/2/Z{ Jj;K!dS"f;'
ADDRESS ~ 7 :7 ii;!!4;(';--
SHIPTO _~~ ~
DATE '/:; f' Y
PHONE ? K'l)- 0 7 ? V
38625 2nd Ave.
Zephyrhllls. FL 33640
~ WI
PERMIT
PRICE
TAX
TOTAL PRla
DEPOSIT
BALANa C.O.D.
;;t~
CUItomers Sllnature
Rep.
Job No.
Phone: (813) 782-2818
~
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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. T 110 M.P.H. I 120 M.P.H, 125 M.P.H: I 140 M.P,H,
Width Applied Load
19 #I /Sa. R. 23 #I /Sa. R. 28 #I /Sa:-R. 29 #I /Sa, R. 36 #I /Sq. 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"
80" 9'-6" 8'-7" 8'-1" 7'-8" 6'-11"
66" g'-O" 8'-2" 7'-9" 7'-4" 6'-7"
72" 8'-8" 7'-10" 7'-5" 6'-11 " 6'.3"
78" 8'-4" 7'-7" 7'-1" 6'.9" 6'-0"
84" 7'-11" 7'-3" 6'-10" 6'-6" 5'-10"
90" 7'-g" 7'-0" 6'-7" 6'-3" 5'-7"
2" x 3" x 0.050" Hollow Extrusion
Wind Zone
Load 102 M.P.H. I 110 M.P.H. 120 M.P.H. I 125 M.P.H. I 140 M.P.H.
Width ADDlled Load
19 fI./Sa. R. 23 fI./Sa. R. 28 fI. /Sa. R. 29 #I /Sa. R. 38 #I /SO. R.
36" 16'-10" 1S'.3" 14'-4" 13'-7" 12'-3"
42" 1S'-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'-S" 11 '-3" 10'-7" 10'-1" g'.O"
72" 11'-11" 10'-10" 10'-2" 9'.7" 8'-8"
78" 11'.S" 10'-S" g'-g" 9'.3" 8'-4"
84" 11 '-0" 10'.0" 9'-5" 8'-11" 8'-0"
90" 1 0'-8" 9'-8" 9'.1" 8'.7" 7'-g"
2" x 4" x 0.050" 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 fI./So. R. 23 fI. /Sa. R. 26 #I /Sa. R. 29 #I /Sa. R. 36 #I /So. R.
36" 20'-9" 18'-11" 17'-9" 16'-10" 1S'.1"
42" 19'-3" 17'-6" 16'-5" 1S'-7" 13'-11"
48" 17'.11" 16'-4 " 1S'-5" 14'-7" 13'-1 "
54" 16'-11" 15'-5" 14'.6" 13'-9" 12'-4"
60" 16'-1" 14'.8" 13'-9" 13'-0" 11 '-8"
66" 1S'-4" 13'-11" 13'-1 " 12'-S" 11 '-2"
72" 14'-8" 13'-4" 12'-7" 11'-11" 1 0'-8"
78" 14'-1" 12'.10" 12'-1" 11 '-5" 10'-3"
84" 13'-7" 12'-4" 11 '-8" 11'-0" 9'-11"
90" 13'-2" 11'-11" 11'-3" 1 0'-8" 9'.7"
Notes:
Glass Rooms: The addition of aluminum frame windows with glass panes that are designed
to 110 M,P,H, wind load requirements to the above upright sizes Increases the strength so that
additional framing Is not required,
Using screen panel width 'W' (See typical glass room drawing,), seled upright required from
the maximum height allowed for each eJClruslon,
Screen Splines on 3" side, exlruslon turned with 3" side parallel to sole plate,
Lawrence E. Bemett, P.E.
avL EMJNER " 1:lEVB.OPU!HT CONf!/U..TANr
P.o. lOX 4811I, IOU'1li DAYTONA, FL 32111
1B.EPHOtE (804) 7fr7-4774
FAX (804) 7fr7-CISM
SEAL
PAGE @ COPYAIOHT 1888
80 NOT TO IE .~ I.JDlICED ,. WHOlE OR ,. PART WI1liOUT 1ltE WRTTEN PEJUS8lON OF LAWRENCE E. 1IiHETT, P.E.
SECTION 3
EDGE BEAM
r x 2" OPEN BACK
ATTAaED TO FRONT POST wmt
.10 x 2" SMS. MAX. e" FROM
EACH P\R.tI AN> 24" O.C.
FRONT WALL PtRI'lI
C<M'OSITE ROOF PAtELS:
(4) nJ x (t + 112") wmt
wmt 1-114" FEN)ER WAstERS
PER 4'-0" PAtEL ACROSS nE
, FRONT AN> 24" O.C. ALONG
SIlES (WALK-ON)
2" x 2" OR 2" x 3" HOllOW
SEE SPAN TAaE tEADER
CHAR RAL AN> KICK PlATE
2'" x 2" HOllOW RAL
POST ATTAaED TO BOTTOM
wmt MN. (2) nJ x 1-112'" SMS.
.. ~ BOSSES
EXlSTHl SLAB MAY BE USED F
.. OOOD CONXT1ON AN> APPROVED
BY nE Bl.I..DINB a:FICIAL
(1) "'11112'" x 3-112'" KBl-BOLTS
APPROVED FOR 88M U'LFT wmt '
sm. PLATED CUT SlEB.. WAstER
(1) a/S" BOlT FOR a" POST
(2) 3/8" BOLTS FOR a" x 4" POST
SCREEN, VINYL & GLASS ROOMS
------
o
o
:.,.
TYPICAL CORNER DETAIL
.:
'.
.. .
4,
..
4
TYPICAL LPRIGHT DETAIL
Lawrence E. Bemett, P.E.
QIIL BGEER - DEWI.Clf'MEHT 00NlIU. TANr
P.o. lOX ..... 8OUI1f DAYTONA, R. S2t2t
TB.EPHOtE (104) 717-4174
FAX (104) 717-_
SEAL
PAGE
SDE WALL !-EADER ATTAaED TO
r x 2" OPEN BACK wmt MN.
(2).10 x 1-112" SMS.
SDE WALL P\R..NJ ATTActED TO
r x 2" OPEN BACK wmt MN.
(2) .10 x 1-112" SMS. ..
SCREW BOSSES
FRONT AN> SDE BOTTOM RALS
ATTACtED TO CONCRETE WITH
114" x 2-114" MA~Y QUCK SET
AT 8" FROM EACH POST AN>
24" ON CENTER MAX. AM> WALLS
A MN. r mOM EDGE OF CONCRETE
RISER PAtELS:
(a) .e x 112" SMS. PER 12" PAtEL
tEADER ATTACtED TO POST WITH
MN. (2) .10 x 1-112" SMS. N SCREW
BOSSES
2" x 2", 2" x 3" OR a" x 2" HOlLOW
SEE SPAN TABLES
FOR SNAP EXTRUSIONS CHAR RAL
ATTACtED TO POST WITH MN. (2)
n> x 1-112" SMS. .. SCREW BOSSES
r x 2" OPEN BACK BOTTOM RAL
114" x 2-114" MASQmY ANCHOR @l eo
mOM EACH POST AN> 24" o.c. MAX.
72
@ COPYFEHT '1888
NOT TO IE._. ODUCED to! WHOlE OR to! PART wmtOUT nE WRITEN PER.UION OF LAWRENCE E lIENtETT. P.E.
SCREEN, VINYL & GLASS ROOMS
SECTION 3
~
3-112" SLAB ON GRADE
OR RAISED FOODO
~LW---,
FOR MAX.
lAIOHT
LEtGTH
~
I
ROOF
8B.ECT EDGE BEAM TABLE 3 . 1 . 1 AN>/OR TABLE 3 . 1 . 2
:J:
1'xr
1
VAFE8 NO MAX. (B.EV. SLAB OR ON GRADE)
TYPICAL GLASS ROOM WITH SOLD ROOF. TYPICAL FRONT YEW ~
· (t-EIGHT OF lFRIGHT IS LEASlHD FROM TOP OF 1'Kr PLATE TO BOTTOM OF WALL BEAM)
ALTERNATE CONECTION AT
FAsaA ALLOWED
SEE SECTION 1 FOR DETALS
SOLD ROOF
LOAD Wl>TH
FOR ROOF PAtE..S
~L:;=J- P/2 _
--
SIZE BEAM AN> COL~
PER TABLES
J
OJi.
EXlSTNG
STRUC'TlR:
P · PRo.ECTION FROM 8lDG.
LW · LOAD Wl>TH
"
VARE8
L P VARES-l
TYPICAL SCREEN I GLASS ROOM
NOTES: ANCHOR l' x r OPEN BAa< EXTFIJSION WITH 1/4"x2-1/4" CONCRETE
FAS19ER MAXJ.t.N OF 2'-0" ON CENTER AN> ~ 8'" OF lFRIGHT
ANCHOR l' x r TO WALL WITH 2-1/r t10 SlEET METAL ~S WITH
WAstERS 2'-0" ON CENTER. ANCHOR BEAM AN> COLlMi N1ERNALL Y
OR WTH ANCHOR a.PS AN> .10 8CFEW8 AN> WAst-ER8.
MtIMAII SLAB 1lICKtESS FOR SLAB ON GRADE IS 3-1/r CONCRETE.
SB.ECT FRONT WALL BEAM FROM TABLE USNJ LARGER "A" VALLE OF
P/2 OR P/2 + OJi.
". IS Q.EAR DISTANCE FROM HOST STRUCTlR: TO FRONT WALL BEAM.
Lawrence E. Bemett, P.E.
a\II. IHJN!Bt - DEVELCRBT CONSU..TANr
P.o. BOX 4aeI, IClUTH DAYTONA, A. 32121
1B..EPHCN! (004) 'TW-4174
FAX (004) 'TW-_
SEAL
@ COPYRIGHT 1888
NOT TO IE ._'..ODUCED N WHOLE OR N PART wmtOUT THE WRITTI!N PER_lION OF LAWRENCE E IIENETT. P.E.
PAGE
69
ALUMINUM FRAMING COMPONENTS
!
""'"-
11"t
JJ
" · 0.24 n.'
WT · 0.28 plf.
Ix · 0.14 n..
8x . 0.18 n..
8083 - T8
12"1
OJ
1" X 2- X 0.044- OPEN BACK SECTION
12",
OJ
SECTION 8
" . 0.50 n.'
WT · 0.67 p.Lf.
Ix · 0.28 n.'
8x . 0.37 n. ·
8083 - T8
2- X 2- X 0.055- PATIO SECTION
" · 0.32 n.'
WT · 0.37 p.Lf.
Ix · 0.18 n..
8x · 0.24 n.,'
8083 - T8
12"1
OJ
2- X 2- X 0.032- PATIO SECTION
12",
OJ
" · 0.84 n.'
WT · 0.74 p.Lf.
Ix · 0.75 n..
8x · 0.70 n. ·
8083 - T8
2" X 3- X 0.050- PATIO SECTION
" · 0.38 n.'
WT · 0.41 p.Lf.
Ix · 0.19 n. ·
8x . 0.28 n. ·
8083 - T8
12",
- ~ l
~
J
2- X 2" ,x 0.038- PATIO SECTION
,2",
OJ
" . 0.75 n. ·
WT . 0.88 plf.
lx.t53n..
8x . t07 n.'
8083 - T8
2- X 4- X 0.050- PATIO SECTION
" · 0.42 n.'
WT · 0.49 p.Lf.
Ix · 0.23 n..
8x · 0.31 n. ·
8083 - T8
2- X 2- X 0.044- PATIO SECTION
,
Lawrence E. Bennett, P.E.
Q\II.. BaI\EER - 0EVEl0PlEHT CXJ#ISLTANT
P.o. BOX 4388, SOUTH DAYTONA, R. 8212t
TB.EPHONE (804) 7fl1-4774
FAX (104) 7fl1-tIlII
SEAL
PACE
@ COPYRIGHT 1888
NOT TO BE REPRODUCED If WHOlE OR If PART WITHOUT Tlt: WR1'TBf PEHI!l1IION OF LAWJENCE E BENETT, P.E.
135