HomeMy WebLinkAbout98-7445
BUILDING PERMIT 7445 J3
CITY OF ZEPHYRHILLS
(813) 788~6611
Permit
Date
~-~ -9~
~ '-. jJ7)
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Job Address:
Parcell.D,
Water Conn:
Water Meter:
Zoning: '" Energy Code:
DescriPtion of wor\.-.\::ft'~ d ~.1? - lt2-~~
/
00-. 0 <f-
Radon Gas: ~ h,O
T.I.F.'s:
NO OCCUPANCY BEFORE C,Q,
FINAL
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
C,Q,
DATE
Inspector 0
Permit Fee
Signature
Company
Address
Telephone#
-f!;~~
t- .
Valuation or
Contract Price
-
:2.,Q, ~~. crv
/
City license Registration # ~
State Certified license#
{l4fl ()/~
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
lintel
FRM.
Insul. CL
WL
Tp. Serv,
Rough In
Meter Can
Const, Pole
Pool
Pre-Meter
Final
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 ($ H),601 shall be made for each trip for each trade:
;J..!:.-: ''--0
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.
AP~LIcArloN rOR PRRKlt
CITY OP ZE~nYIUI1LLS
BUlLDINU'bEPARtKBNT
/-1- 9(
P~R
OwtfEtt' tj ADbUSS -P>J.b 7 IItv f' Sf W f 5-r
Job ADDJt~S J...() 1 <:? f IO/Jb R..t DG-t.. w!tY DR-.
~ ' ; ;.
OWNER'S NNII
JU1~~'cr.ftf~ MII~of'1ts PIlONE 7f;Lr~:2?b
I
LEGAL DESCRIPTION: LOT(S) BLOCK
PARCEt t.b.,.} -.)t, - J/ -tJJ/()-LJcx:x:v-c:)..??/)
SUBDIVISION
(OBTAIN FROM PROPERTY TAX NOTICE)
~ORk PROPOSED! ~ew Ooogttuctiun ---AddiHull ---Alteration --..Repair _Install
_S1811 --1Iove ->>e.olish
PROPOSED USE! ~iti81e railY --111 F _' of Units -11/11
_C~erctal _Indu8t. _Swill'l. 1'001 _Other
--..Restaurant Ii Ilealth Department Approval
DESCRIPTION OF WORk: OftRAf.::;:-Iy--
Pit rl 0
BUILDING SIZB: ,;) 0 X .;Lv. UD Square Feet, y;'tdtJ 'lIeight
RESIDENTIAL: AtTAl,,. (2) pwr I'LANS tr (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COHHERctAL! AnAtll (3) SBTS or BUtlJJING PLANS & (1) SRT ENERGY FORMS.
,ltUPJnttt StJItVEt dQUlRED FOR' ALL NEW CONSTRUCTtoN.
~ILDING
_ELECTRICAL
----1f,ECllAtflCAL
-----YLtJtlblNG
PERHlTS.ItEOUESTEQ
. $ .;2;;2,.7J: U 0
v41uatlull uf Tot41 Construction
NIP Service
Plorida Power Corp.
W.R.E.C.
$
Valuation of Heclutnical Installation
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUctION! '. --Block ___Fr_e _Steel
Other
FIlUSHBD FWOR ~UVATIONS:.., .Ft.
IS 'PROJECT IN FLOOD ZONB AREA?
YES NO
..........................................
BUIIJJER
~ L a.wANt.
stat@ Vert. or Regist. ,
.~ ~ City License Registration ,
..........................................
CONTRActOR SECTION
!lU /fLtJ/11.
Signature
<:P~
Ge<.O.$'/WC)
EI.BL'TRlClAR COHPANY
State Cert. or Regist. ,
Sianatuce City License Registration #
....................t.....tt.ttttt.t......
PLUKBER COMPANY
St4te Cett. or Regist. ,
Signature C1ty Licettse Registration t
..........................................
HEGllANlCAL COHPANY
State Cert. or Regist. ,
Signature city LIcense Registration ,
..........................................
,
OTHRR COMPANY
StAte Cert. or Regist. ,
Signature City License Registration ,
..........................................
APPLICATION APPROVED BY PERMIT OFFICER.
CONDITtONS OF'PSRMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS' \ r"d~'11';" ",
The undersigned unaerBtana~ that thi~ perlit tay be IUbJAtt'tD ~~ee4 rtelrittionB" whicb lay be lOre restrictive than City
regulations. thi undet.lgatd .llute. relpon81bllltt for COIPlt~c' _lib ~f applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner hdS hlr@d I contractor ~r contract~r8 to undertal@ work, they .ay be required to be licensed In accordance with
state and locltl tf!gulaUon.~ If the eontractot II not licen.eel" required by law, botb the owner and contractor laY be
cited tor a .18d~anor ,lolallon under Ilate la.. It the owner ijr Intinde~ contractor are uncertain a9 to what licensing
requiretent. laj appl, for the Intended work, they are ad,18ed t~ contact the City of Zephyrbills Building Deparllent, (813)
788-6611.
FurtheriDre, It the owner has hired a contractor or contractorl, he Is advised Lo ha,e the contractor(s) sign portions of the
'contractor Sections' of lbi. Application for "hlch they will bi responsible. If you, as the owner sign as the contractor,
you are In~lc.tlng that you, rather than the contractor, art r@lponllble for lhe lorl. If the contractor wishes you to sign
a8 contractor that II' be an indication that be il not pro,.!l, licensed and is not entitled to perlitting privileges in the
City of Zepbyrhil18.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTnUCTION LIEN ~AW ' (CHAPTER 113. FLORIDA STATUTES, AS AMENDED)
1 certify that It the applicant, have been provide4 "lth a copy of 'plorida's Construction Lien Law - HOIeowner's Protection
Cuide' prepared by the Florida DepartJent of Agriculture and CoRIUler Affairs. If the applicant is so.eone other than the
'owner", I certlf, that t ha,e obtained a copy of the above described docuIent Bnd prollse In good faith to deliver it to the
wowner" prior to cOllenc@lbnt.
E. CONTRACTOntS/OWNER'S AFFIDAVIT
I certify that all the infor.atlon In tbis application Is accurate and that all vork "ill be done in cOlpliance with all
applicable la~8 regulating construction. loning, and land de,eloplent.
Rppllcatlon 18 bereby .ada to ~btaln a perllt to do work and installation BS indicated. I certify that no work or
Installation bas t:OIIeRcld pdbr to Issuance ot a perltt and that aU work will be pedorled to leet standards of all laws
regulating construction, City codes, lonlng regulatlonlt and land deielop.ent regulations in the jurisdiction. I also
certify lhat 1 underllan~ that the regulations ot other go'~rhlenlBI agencies lay apply to the'intended work, and that it is
., responsibility to Identit, "hat actions 1 lUst take to be,ln cotpliance. Such agencies Include but are not lilited to:
. Departlent of BnviroDleOtal Regulation - CypresB Bayhead'; Wetland Areas and Bn,lronJentally Sensitive Lands,
Vater/Waltewater !reallent
. Southwest Florida Water Managel8nt Dletrtct - Wells, C,ptel' hayheads, Wetland Areas, Altering Watercourses
. Ar., Corps of Jnglneerl - Seawalls, Docke, Ka,lgable WaterNa,s
. DepartJent of Health' lehab1111ati,e Ser,ices, InvitODleDtal Health Unit - Wells, Vastewater !reatlent, Septic Tanks
. US InvlronteDtal Protection Agency . Asbestos abatlleRt . '
I also certify that, If fill .aterlat I~ to be used In 'lood Iohl -A' or "A,etc.', It is understood that a drainage plan
addressing d 'cOIpeRsatin9 ,olute' ,ill be sublitted which I, prepared by a professional engineer registered in the State of
Florida prior to per.it. l1Auance.
, A perlit issued Bhall be construed to be a ticense to proceed with the work and not as authority to violate, cancel alter, or
set aside any pro,islon. of the technlcal.codes, nor shall i8Buance of a perllt prevent lhe Building Official {rOl tbereafter
requiring a corr@ction ~t error. in planB, conRtrucllon, ot 1101atlon8 of any code. I,ery petlit issued shall becOIe in,alid
unlesB the worl luthorlled br such perlit il COII9nced .ithi~ al. IOOthl of issuance, or if work authorized by the petlit is
suspended or abandoned for a period of III IOnths after lhe lile the worl Is cOIIenced. One 90 day eztension of li.e, aay be
allowed .for the perllt w1th fee charge of tI5.00.. the extenslon,.hall be request~d in wrltl~g to the Building Official. An
approved Inspection lUst be logged during each st. ~nth perlba, or the project WIll be conSIdered abandoned.
WRRMlKG TO DWKKR: YOOM FAItURR TO RICORO A ROfICK OP CMtlICIJIIO' HAY RRSULT IN YOUR PAYING nlICR FOR IMPROVEMENTS TO YOUR
PROPIRtt. .P 100 IftBRD to ObIAl" FlRAIICIIG, COIISUtt Wid tool t'KDIR OR AM ATTORRKY BRFORI RKCORDING YOUR NOTlCK OF
[()IIIlImD!. .101!1" t2,!Of ~Ir 110 lOt IUD to ....... lID I'IllIf A "1IOf1CII OF llJIIIIIRClllillf".
~" 7
SIGlA_;~ ' RIG lURE: c~ ·
STATI OF FLORIDA~
eOUllTf OF .. /J.ILI' A'r . ,j
The foregoimJ instrtUlent WaR. acknowledged ..
before me thiR q , 19.1l- by ,
$1Atl or 'LORIUA ~
cuum OF au:r-
'h~ foregoing instrument was acknowledged
b!forB me this ~ ' 19t,f~ by
,L/ I. L
, I .
l~otarv public. state of Florida
My Comm. Exolres Jan 16,2001
No. CC614195 .
Bonded Thru: Official Notary Service
1-(800 723-0121
wn to me or who has who i person 11 own to me or who has
I I'
produce ~
aad who di~ia bUt~ '.. identification and who did~
~, take an o~~~_ tf~
. "JSignatur~O'-1 f)t\,vl ~L S"
(Name Typed, PrInted or stamped)
'NOTARY.PUBLIC
~ Ra:ldy Allen Daniels
. ."_ Notaf\l Public State of Flortda
, My Comm Exoire5 Jan 1.6, 2001
,__.'. No CC614195 .
Bonded Thru: Official Notary Service
1-(800) 723-0121 -
)
c
L-
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38626 2nd Ave,
Zephvrhlll., FL 33640
ACE.
ALUMINUM
Job No.
Phone: (813) 782-2616
SOLO TO ff r;;}-' f2-
ADDRESS ,I,,{)1 -.JJ>' (;8e:. /</JJr!%~ tV/} y ;D~.
SHIP TO Z EP 1-/ YR../IIJ-,-L-S ?/. ""?.)JY /
DATE 1- q - qcr
PHONE 7 d).. - ,,:2 J 7 fe;,
.:J D y 20",^- :J {J (?;;-A~
d;;t ---,L;Z I ~()CJ r
J 1-.,< /7 P f-J-tj 10
PERMIT
PRICE
TAX
The undersigned aRret!! to pay TOTAL PRICE ~.;) 7-.)-:- ~D
INST A ERS IN FUll ON COMPlETf - DEPOSIT
BALANCE C.O,O,
Claton1ers Sfanature
S lTR 1'1.)..'
,(ILP~1l>lHTU1 usa nttLY~
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I,IIY lIoUl ES UF UATF.n "110 noA..1JUAYS (lUCl.UDlItG tMJitS) ADJAClm'C TO 'I'm: I'JlUPEIlTY. ltIUIC^TE
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ALUMINUM FRAMING COMPONENTS
SECTION 8
~
~
J ~
,
to
A · 192 In. I
WT · 2.29 pH,
Ix . 17,74 .,.4
Sx · 4,44 In. ·
6063 - T6
- 0.072"
6
~ --"
L2"J
STITCH wrrH (1) #8 Sl-EET METAL SCREWS
AT 24. ON CENTER TOP AN> BOTTOM
2" X 8" x 0,072" x 0,224" SELF MATING BEAM
~
~
o
~--'
--,,-,._-
bt
A . 2.19 In. I
WT · 2.62 plf,
Ix . 24.62 In.'
Sx · 5,74 In. ·
6063 - T6
. - 0,072"
.
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STITCH WITH (1) #8 Sl-EET METAL SCREWS
AT 24" ON CENTER TOP AN> BOTTOM
2" X 9" x 0.072" x 0,224" SElF MATING BEAM
$2
C1
o
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....1"-,-"'"
m
A . 2.44 in. ·
WT . 2.92 pJ.f.
Ix . 30.48 h. ·
Sx - 6.77 in ·
6063 - T6
- - 0.072"
A
t-2: J
STITCH WITH (1) #8 SHEET METAL SCREWS
AT 24" ON CENTER TOP AND BOTTOM
2" X 9" x 0,072" x 0,310. SELF MATING BEAM
Lawrence E. nonnpttf P,E.
CWI. ~mJ - llf.iVFI_or~FNT CONSUlTANT
P.O. BOX "'108, SOOTH l'A YTONA. n. 32121
mEPtlOtE (904) 787-4174
FAX (904) 767-M56
SE^L
r^OE
@ COPYRIGHT 1997
NOT TO BE IG'RODUCeD N WHOlE OR N PART wrmOUT nE WRTTEN PERMSSION OF LAWRENCE E. flEn-ETT, P.E.
137
A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
\-
1-1/r x 1-112" x 0.080" ANGLE
EACH Sl:1E OF CONECTHG
BEAM wrrn SCREWS AS SHOWN
@
@
@
@
@
@
~
~
~
PAMARY BEAM
SEE TABLE 11 OR 18
CARRER BEAM
SEE TABLE US
..
MtMJM #8 SMS. x 3/4" LONG
M.M3ER REc:uE> EauAL TO
BEAM DEPllf ~ HCt-ES
NOTE: EXTRUSIONS WITH NTERNAL SCREW BOSSES
MA Y BE COtH:CTED WITH (2) #10 x 1- V2"
N'TERNALl.Y
CARRIER BEAM TO BEAM CONNECTION
1-1/2" X 1-.112" X 0,080" ANGlE
EACH SIlE OF CONECTHG BEAM
WITH SCnEWS AS SHOWN
PAMMY BEAM
[-- -'=.
Mt&U.t f8 SMS, X 3/4" LONG
NlIJSER FE~ EQUAL TO BEAM DEPTH
NOTE: EXTRUSIONS WITH NTERNAl.. SCREW BOSSES
MAYBE COtN:CTED WITH (2) #10 X 1-1/r
NTERNAU.. Y
CARRIER BEAM TO WALL CONNECTION
Lawrence E. Bennett, P,E.
Q\II. f3tIGN!!J!:R - Da'aClAEHT CCNSI.A.. T ANT
P,O. BOX 04388, SOUTH DAYTONA, F\. 3212f
TB..EPHON: (004) 787-4n4
FAX (004) 787-85tl8
SEAL
@ COPYR/QHT 1997
NOT TO BE REPAoDUcED N WHOlE OR N PART Wf1lfOUT THE WRTTEN PSNSSION OF LAWRENCE E. BENETT, P.E.
PAGE
47
ATTACHED & FREESTANDING COVERS AND UTLITY SHEDS
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~ -' ~ c;,
N ~NN
.-- ------
~. ~lolo
-. ,...'.'
~ \0000
N_ NNM
..I __ ___ __
. -
~.c,... Co 0
;T CI _' .' "';'
NO'.....O>T-
NUJNNM
_n CD -- - -
9:ii 1-"';" 1-
O;CoT-M
NONMM
=-
. oc(..-- _
q ,...9>~
- , - ...
CO . NIO
..... ~MM
"C
CD"C
= C'lI
0.0
o....J
oc( r-..OMCDN
.....NNNM
"C CD
C C
,- 0
3CNNOOII)O
O.....NN~
.....,..,............
~
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CJ
J!
CD
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....
>-
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>-
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;;
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o
CD
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c
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CD
en
CD
r-
o
E
-
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.c:
OJ
:c
o
....
CD
::::J
"ii
>
Lawrence E. Bennett, P.E.
avr.. ENGH!:l:R - DE\I!:l.OA4ENT CONSU. TANT
P,O. BOX 4388, SOUTlf DAYTONA. FL 32121
TEI...8'HOtE (1104) 787-4n4
FAX (1104) 787-8568
9
Co
or-
~~1-
.....;;,.f.-
M('I')M
---:-
;:N~
..' ~..'
~M~
--- ----
f.-N""
, , ,
<OOM
M-V~
en
E
C'lI
CD
m
C)
c
;;
C'lI
:iB
,.!.
G;
00
cu
OJ
c
en
9
;,.
or-
9
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or-
9
o
.....
,....-;...~
, ,... ,
- ,.
o. .....
-v~-v
SEAL
PAGE
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOlE OR N PART wrrnour TIE WRrrTEN PERMSSION OF LAWAENCE E. BENETT, P.E.
en _
EE en.
C'lIC'lIE.o;,.;,.:
CDCDS~NNor-
mm~::-NNM
C)C)~oooo
,5.50.-::=)()( )(
CGCGoC'll:..
""""""I-"3NNN
-= -= CJ r-.. r-.. r-..
..._ 0,_000
"i"i~"Cooo
OOOO'ii)()()(
CD~"C 0.: - -
::C)("CQ;cocncn
::::JNC'lIa.)()()(
~._-=:.
_____ N N N
51
SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
Table 2.1.2: Allowable Roof Beam Spans for Carports, Patio Covers,
. Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-6
102 MPH--' 110 MPH- r-120 MPH -r-~125 MPH _ 140MPH
Ifi [~q, !t_L.20# ~ ~~ Et..J_2~i!~q, FC_t-_26iTsq, Ft.' 32# iSq:Ft.
2" x 7" x 0,062" x 0,120" Self Mating Beam
~~:j~---j--1~~1S;"-~~---l--~~.=~~:~~:: ~--~--~-~~;~~;;-
17i_11ii1Si-Sii15i~5ii 14i_S,i-
---------...----.--.. --. -- .._..__._- ---..-..--..-----....--...----- -~_._-----.---
8' 1S'-9" 15'-5" 14'-5" 13'-S"
9' -15'~9i1 ---,- - 14'~T'-------T3'- ti - ----12'-9"
10' -- 14'-11"--1--- 13i-10"----12'-10;;---m-12'~1ii
.__Jf~~----=-_~=-~__~~~l~=___n-_:-Jj~~~~==~= _~-_-~__l~_~~;-==: -~- -~Jll~~_
Load Width 2" x 8" x 0,072" x 0,224" Self Mating Beam
.-5'------ ----21'~11i1U------'-' 25'~10;;-- ------24'-1"---- -~-22'-8;;-----------20'-5i,---'
6'---25'-1"---23'-1" --- -. 21'-11"---- ----20'-8i1---n--18i~r'-----~
.- -r ------- ------.. 23'-8" ------- ---21'-10"--------20'_4"--- -19'~2"---- --1T~3"----~
- - 0'- _n_ ----- -.--- 22' -2"---u------20'~5"-----19'~O"- --17' ~n"---- -----16'~2"---'
- 9' -20'-10"------n----19'-3"-----17'-H"-----1S'~1o,,--m ---15'::2',----:
-- -10' . -------------19'=10"----~--18i::3"---- -----17'-0"-- ---1S'-O"---- - --14'~5;;--
----H'~---- ~--18'-10"---------17'~5"----- ----1S'-3"~ --15'~3ii-- -m--~-13'-=9"-
_ __ J ~~~===_.=_- _'-~_J ~~1~=~~ =~_-~ 1~~~~=~.~ ~-~~~J_~::'S~'__-~~=- -= 14'-1~_-__~_J_~~=-13'-2.. uj
Load Width 2" x g" x 0,072" x 0,224" Self Mating Beam '
---5'----------- --- - --3 1'.:-1"--- r- --- 28'-8"--- ---2S'-9"--- ------- 25'.::f" m -----22'~8"-----~
____u_ 6'.-------~--28'~"--~~--~S'~2"---.--24'-5;;--~ 22'-11" 20'-8"
7'------------------ ".----.-.- 26i~,i-""- ."- --. m. -24i~3" __n__ -----~.22'=7" ------ ---"21'-3" --- --19'-2'.-----~
... 0'------ ---m..-24'~7"--- - 22'-8" .---- -.-2F~1..----__.,9'-10;;---.-17'~H"-~;
.--------9'------~-~23'-2.. ~----~2-1i-4..~----19'~11tt --__.,8'-9"...-- 16'-11" I
-'10'''--- --- ----21'::1F.n-----20'~3"- --..------m-18i~l1..---- 17'-9"-~ ----:rS'-o..
-11'-------- ---20'-11"--~---19'_4"---------18'~O"--- --16'-11"--- - -------15'~3ii----..
---12'-'-- ---20'-1"----~8'_6" 17'-3" 1S'.:J"----14i-7"
Loaa Wldth- 2"X9"XO,072" x 0,310" Self Matlng Beam
------mS, ------- ---34o:.~=--=31'~10"-- 29'-9" 2T~T1"~- 25'-2"
--- ---~~----~------- ----;~:~;~=~=~2~~~'"-=---~~:~~:-------~~:;:~-. 222~::~:' r
---- -----_._.--~--- -------~j-------_.- .-- ._----_._-----~-;
-~=~1~. ---- =-=-ii;l+-i~:~: .. .... .......... ii:~:: - ..2:~~l=. :~~:~~j
----~_.H,-------23'4"- ---I---~2F.:s"~- . -20'~Oii =88'~1O'i--- ~16'.::f:po--~
1--- ----.--12'--- ~2'_4..-----t~20'~7"- ---19'-2;'-~ --18'-0"--- 1S'-3" :
,.. ___________.~__~ __.___ _ ._......__ _.L___._~____. __ _____ __~__m_. _.___.1 . .
Wind Zone =
- -- ------ - ----------
Applied Load =
Load Width
__ _ __ .. _ H
5'
6'
7;
I 15'-5"
1"'-14i~1;; _u_
""13'-1;; --
n -II u~~~J~~~~;_-_=~~:
10'-11" ,
...._l~<~:~-~?ji~~-=~:
Lawrence E. Bennett, P.E.
cr\II. ENGflEER ~ DE'VElOFM:HT COHSU..TANr
P.O. BOX -4388. SOOTH DAYTONA. Fl 32121
TEl..EPHClN: (004) 787-4714
FAX (004) 787-fI5llfJ
SEAL
PAQE
50
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOlE OR N PART WTTlfOUT 1lE WfUTEN PEFM88ION OF LAWRENCE E. BeoNETT, P.E.
ALUMINUM FRAMING COMPONENTS
11",
J-'
- -t
A · 0.23 In!
WT . 0.28 p,U,
Ix . 0.14 h 4
Sx . 0,14 In, ·
8083 - T6
r3",
DJ
1" x 2" x 0,044" OPEN BACK SECTION
,2",
OJ
SECTION 8
A . 0,58 In!
WT . 0.69 plt.
Ix .0.70 In.'
Sx . 0.44 In..
8083 - T8
3" x 2" x 0,050" PATIO SECTION
A · 0,70 In. ·
WT . 0.84 plt,
Ix - 0,49 In. 4
Sx . 0.49 In. I
Iy - 0.92 In. 4
Sy . 0,61 In. I
6063 - T6
3" x 2" x 0,070" PATIO SECTION
A . 0.43 h"
WT . 0,51 pH.
Ix · 0.24 In. 4
Sx . 0.23 In. I
6063 - T6
,-3",
DJ
2" x 2" x 0,044" PATIO SECTION
,2",
OJ
A . 0,65 In. "
WT . 0.78 plt.
Ix . 0.64 In. 4
Sx . 0.43 In. I
6083 - T6
OJ
2" x 3" x 0,050" PATIO SECTION
,2",
~ ~ 1
~
J
A-0.50h"
WT - 0.60 p.U.
Ix . 0.47 In. 4
Sx . 0.43 In. I
6063 - T6
2" x 3" x 0,050" TILT SECTION
A . 0,78 In. "
WT . 0,91 pH.
Ix - 132 In 4
Sx . 0.66 h ·
6063 - T6
f2",
---1
~
J
2" x 4" x 0.050" PATIO SECTION
A . 0,75 h "
WT . 0.89 p.U,
Ix-1.27h4
Sx - 0,64 In I
6083 - T6
2" x 4" x 0,050. TILT SECTION
Lawrence E. Bennett, P.E.
avr.. ENGfIlBER - llf:\IEl.OPMENT COHSlt. TANT'
P.O. BOX 04388, SOUTH DAYTONA, Fl 32121
TB.EPHOfE (904) 787-4n4
FAX (904) 787-8558
SEAL
PAGE
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOlE OR N PART wmfOUT TlE WRITTEN PERMSSION OF LAWRENCE E. BE1H:TT, P.E.
135
ATTACHED & FREESTANDHG COVERS AND UTLITY SHEDS
SECTION 2
Table 2.1.1:
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 8083 T-8
A ~Jt~frg%d== == - --~J}31rl-~ltl~I-;lil1:~'t~Ti~l~~t~i. 1=~~i1r~~t.3~:~.::~t.
'l.~ad Width 2" x 3'. Ho ow Tit
8' . .-er_gn-- m-.d8'~0"---.- .. --.-7'-6"---- --1'_l,r--- -6';JJ"-
6' -----.'7'.11"-. -- .......7'-.4"--- u_ - 5'~10"-------6'~51i----s-1oif---.
- 7' -...--7'-4"--.-.---6':9"------6'=4...-- --5'~lrr- -5'-4"--.
-. s' --h-6'~n"--.. --6'411-----. .--.--5':nn-- 5'-=7;0-- 5'-0;r--
g'. - -- . '---6r-6"--.-5''':HIr--.- -----5'~7iT--- --5'=3;0-- -4'.9"
10'-- .- ---G'-2"-------5'~8"---..---. 5'-4n- -4'=11"-' 4':.ijn
H,--h- .--- .--5'=i(jil.-- .---.---5':.5iT--.------5'=1w-- 4.9 4'.3
U' n -----5'~7"---- --.---5'.:.2n------ ----4':.10" 4'=1 4'=1
load Widtjj-.-- -2"'x-4" Hollowfllfor2" )('4" x-:050"Hollow
5'- u.__ -lo':sil--- -'-.g'=1O"-- -.-9'~2"'-- -S':7' 7'-9"
6'- ---.--g'~e"------ ---ar":Hw--- --0'4""'- 7'.1 On-- --r:.1'
- 7' ---a'':'H"--'- -----Sr~3n--- ------7'~g;r--- -7'-=3;0-- --5'.7"----
&' ----- B':.5"------ ---r.:.gn_--n ---- -'7' ~3"------ '6''':1 on_n-- --'6'~ 111
g' ----'7'_1111-- - -----r-.4"- -- ---.6'.:.10Ilu-------6'.:.5"------5':.9"--
10'---1'-6"--- - ---6':'Hli- --- --m---6'-6"---------5':;jn----5'=61i
H' -----]'_2"----- --..-- 5'.r-n---- -----6'-2n---5'.10" 5'.3
UI.m5'':'i(j" -.-. -.-- 5'=4"-U------5'.:.n" 5'.7" 5'-0"
load Width - 2" X 4" X 0.085",( o.iio" Self ilUii.-Beam
5,_h -13'.1111--1X..:lo"----- --1"':'11' 11-r:J" 10'-21r
--6' ---------~2':91r---n':gr- -10'=11;;-- lor:3" 9'':'3''
- 7' ---n'.:.gn---- ---iOT~10"----- ----10'.1" --g' 8'::=t'r-
8' n-----iO':.211-- --- .-----9'.:.(3" 8'-11~- --w:.:(j"----
- - g' -9'-7" ---0'_11" 1. -r:.:.,..--
. - - n io'- ----- ---- ---gr..:i(j"---- 9':.:1"------W.:.e" 7 _11" 7r..:x"
- H' ...-- -- -------W-5"--- ----B':.:B"----- ---0'~1" 7'_7W ----ar:.:lon--
-U' _n --------S'.:.HW--- ---B':.:3"---- ---'1'.:.9"- --r=311 -fl:.:r---
- loid WlcltFi--- --i"Xt" iO~55"XO:UolT'siIf MiUn-seam
---8'----- ~9'=B er:T- 6'=11 5-
-u-e'---------l'r.:.11W-- ~6'-7" ~5'=6n-- ~4-7
- ---7'----------- -~6':.:en-- 1s:4n--- ---l4'=4n--Y-6 --U'=2"
8' - ----15':.:7"--- - ---14'=4"---- ----i3':5iT- X=r-- 1'-=4"-
g' ------14'..:8"----- '-'---i3T.:5I1--- --1X':'S"---n--n1.:.HIi-- -10'.:.6"----
10'-' -13'~lln - - -. 12'~0" -- - m -n'-lllT--- ------11'.3"-----.- ---------nr..:in--.--
H' 13'.3" - - __h' -12'-311- .-.-- H'~5"-'---- ------10'.9"------ ----91~SIi-
I 12'- --12'_9" -- n---'Hl.:.gn- ---10'~lil-- --10':':3"-- --g":3"
Ejuimple: --- ------.- __________n_.n ---------
For 2" x 4" x 0.055" x 0.120" Self Mating Beam;
Beam span between uprights use load width to enter table.
For 12' Roof Panel of. 2' overhang, load width:: LW; lW + 12' /2 + 2' O.H, :: 8'
Enter table on left at 8' and read allowable span under required load;
Thus for 100 M.P.H. wind load / live load or 18 #I I Sq. Ft. and Load Width = 8'
Maximum Beam Span for 2" x 4" x 0,055" X 0,120" = ~ 11..0" I
Lawrence E. Bennett, P.E.
aVI. ~ - Dn'B..Clf'M!HT CONSU. TANT
".0. BOX 4:Ml8. eoum DAYTONA. Fl. lI2121
TELJ:PH[)tI; (004) 781-4714
FAX (004) 787-8lJalI
$EAL
"'A~
@ COPYRIOHT lOgr
NoT TO be AEPRODUcm ~ WHOU! on ~ "ART wrrnotJT nt! YArTEN PSMS8ION OF LAWJe<<:E E. BeH:TT. ".I:.
49
PAGE
SECTION 2
ATTACt-ED & FREESTANDING COVERS AND UTLITV SHEDS
SI-EA 1'tINQ;
7/tfJ' OBB. OR 1/2" PlYWOOD wrrn
S1Ul8 24" ON CENTER OR STRUCTUW...
GRADE nEFNAL PlY WITH STU>S AT
tfJ' ON CENTER
2" x 4" PRESSt.H: TFEA TED PLATE wrrn
----- 3/8" x 4-112" CONCRETE ANCHORS AT
4'-0" ON CENTER
SEE SlAB DETALS
SEE COtN:CTION DETALS
!J
~
~
;
-----
SEE COH:CTION DETALS
~
i
i
~
12" x PAN (SEE TABlE) USE W
TO SELECT PAN FOR FEat.n:D SPAN
W, VAlES
FOR FRONT BEAM USE L-W/2tOVEFI-IANG
PAN OR COM'09ITE ROOF PAtEl..
SEE SECTION 7
TOP PlATE P,T, OR WITH VAPOR
EIAFR:R AT ~ ROOF
2" x 4" UNBER TOP PlATE . ROOF
2" x 2" x 0.044" AUNN.N OR
2" X 4" LlMER .2 SP.F, (wt)
SI-EA 1'tINQ;
7/f1J" O.BB. OR 112" PlYWOOD wrrn
STUDS 24" ON CENTER OR STRUCTmAL
GRADE nEfNAL PlY WITH Sn.os AT
18" ON CENTER
2" X 4" PRESSUE TFEATED PLATE wrrn
3/8" X 4-112" CONCRETE ANCHORS AT
4'-0" ON CENTER
SEE SLAB DETALS
8I-t:D 18 FRAMED WAll. ATTAa-ED TO
HOST STRUCnR:
ALlAiHN POST AN) BEAM
UTLrTV SHED AND CARPORT WALL SECTION
t ANCHOR PANS TO I-EADER a-wN3.. WITH (3) .10 X 112" s.M.8. WI WAStER.
2. ANCHOR PANS TO ROOF EEAMS WITH (3) h) X 112" s.M.S, WI WAStER.
3. ANCHOR COUMf TO CONCRETE FLOOR WITH 2-114" X 3" CONCRETE ANCHOR8.
4, ANCHOR COllMf TO BASE PlATE WITH 1-114" s.s. BOLT
Lawrence E. Bennett, P.E
CWl. ~ - 1lEVB.~ OONflLTANr
P.o. BOX 4aelI, IOUJH DAYTONA, A. IttI1
1B..S'HOfE (104) 78'T-.77.
FAX (104) 78'T-_
8EAl.
40
@ COPYRIOHT 1007
NOT TO IE h... J OIJUCB) It WHoLE OR It PART wmtoUT TIE WIWT'T'IW PlRIlI!JON (If' LAWN:NCE E BENlETT, P.E.
SECTION 8
ALUMINUM FRAMNG COMPONENTS
llG
r- 3.00" ==r
[G
fF=-~
~ I .150'
U
ri-- ==1
~
l
.1875
~1aw.: 8063-T5
AllM-UA AU..OY
MATmAL: SlEB. ASTM A818
Y P.-!lO K.9.l, lI.. T.4
MA Tt:RAl: 8081 T8 Al..lMUIl
MATmAl: ASTM A500
YP.-48 K.S.l, lI..T.-82
3.00. sa, EXTRUDED
ALUMINUM POST
3.00. sa, 10 GA, POST
4,00. sa, POST
4,00. sa, POST
(-,... -1
8 .125"
..
L
~T9IAl: 8063 T8 Al\JWfM
u.. T.-30 K.S.l, wt Y P.-28 K.S1
PlAce 3' Fl.ANGe AT TOP WK:N
USED AS BEAM
MATmAl: ASTM A448 8TEB.
YP.-40 K.Sl HOT OP QAlVANZED OR
3004 H38 AllM-UA lI.. T.-38 K.Sl
wt YP.-28 K.S1
r- 2.938" ----T
t;] -I
.085' ~
- .056" J
MATERIAl: 8083 T8 AllM-UA
f- 3.00' ~
LEJ8" .18 CiA. SlEB.
~ OR .0!50 AllM
l
3- FLUTED POST
3,00- sa, LOCKSEAM POST
3.00. x 4,00- ALUMINUM POST
OR 4,00. x 3,00. TUBE BEAM
t-- 200'-t
08' -,ff'- ,r-I083"
rrR
l ~ ~-
J<- 2.30" ----J.
MA T9IAl: 8061 T8 AllM-UA
lI.. T.-38 K.S.l, wt Y P.-35 K.S1
lENGTH-2.3O"
t;~-: j083"
ff!?1J
l .128" -'t<
J.-- 2.89" --J.
MA TmAl: 8083 T8 Al..lMUIl
lI.. T,-38 K.S1 wt Y P.-35 K,S1
lENGTH-3.82"
12.00" 1
[rtt-
J.- tll8' --J.
MA TER\Al: 8083 T8 AllM-UA
lI.. T.-30 K.S1 wt Y P.-25 K.Sl
3,00. LOCKSEAM POST NSERT
3. x 4. POST CONNECTOR
t-EADER BRACKET
Lawrence E. Bennett, p"E.
CIVI. ENGtIEER - a:vB.OAENT COHSU. TANr
P.O. BOX 4388, SOUTH DAYTONA. Fl 32121
Tt:L.EPHON: (1104) 787-4n4
FAX (1104) 787-8858
r:.
ALUMET BULDING PRODUCTS, INC,
22:1 S. TOWN EAST BlVD. foIESQUTE. TX 75149
P.O. BOX 850183, foIESQlJTE. TX 75185-0183
TaEPtfOtoE (972) 285-8811 FAX (972) 882-8843
HIOO-827-8045 EXT.8835 1-800-998-2898
Sf:AL
ALUMET
PAGE
142
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOLE OR N PART WlTHOlIT TlE WRITTEN PElWlSSlON OF LAWRENCE E. BEtH:TT, P.E.
SECTION 2
A TT ACt-ED & FREEST ANDt.lG COVERS AND UTLlTY SHEDS
Table 2.2.1: Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings - ALUMINUM POSTS
'--
.. ..... 10~nAliiiriln:m P08C~~MP~~11~ ~~514~.M~~~
lY1IlSO:R. 0 . t. 23 S~. t. 2.!~. t. 32 #lSg.Jt.
owab e Roo rea n Square Feet for Various Loads on Post
2' x 2' x 0.044" Hollow Extrusion or -------
2" x 2" x 0.045" Snap Extrusion; - Aluminum Allo}' 6063 T-6
=vr::=.l n~llf-q-- ~~ u_ ~r--- - - --- ~g~.~ ~.- - --~~ i
---71--- -- --- 60-- -- 52 - --- - - 46 - u -- - - - 38 '
2" x 5;'~:-;~50'"H~rlOw Ext~~lo3~ o~-= - ~ ~--~- - -- ~~~~~_J ~-- =_~_iL-
2" x 3" x 0.045" Sna Extrusion; - Aluminum Allo 6063 T-6
8'.2" _u_ - ------2,736 7 11m05 86
9;.6" u - ---2;502 4~- 120- --f09 - 96 78
10;-11" - - 1,596 94 ---80-----69--------el- -50---
~2;~3~i ------l~~dlf~7L6s - 3" /~T~O.;7~"H~rlOw~~tru~lJ---A~umfn:~11~;~- 60;~T~~'[------ ~~
. 8'-2' _n - -- 3.40a-n- ---WO-j=17:--[-14S--f-13rlTr--m7 - -,
9;-6" -- - 2,556---- -f50 -- ---r2S--- -11r---------9e- --'--80
- 10i-11" - ----1,988 --- ----n7-- --99---- -- -86 ___u ---76--- -- -62- -
12;.3;; - - - 1,49ru--- -----as----- 7 --- ----65--- ----5'7--- -----47-- --
f!~~~_i - J~~d fnl6i:. ,t x~: iO.O~~~F~f!!1i-d --A~mfnuni-Anof3105-H-14~~-~~_--.: _-.-
;~;~g: t~;6-- _u_ - mg- -1----81------ju W E :Ej9 --~~----
13i-4i;- -f,389 --- ---82--- - --69--u- - 60- --53--- ----43 -
~~~i --lo~aO~2l~~= -;~~63~:~~~O~~.R~~;ormid :-A1N~r~um--~i~ 4~~~;- ~14-=-~~--
------ffi_Oil----- --3;600 2 2 8E!157 138 113
12i.:1O"---- ----2,700 159 -~35- -117- -r04- ----84-n--
- Ji;it---~ .l~!~-- - Y34 x O.O:!d1l0: ~ rus on-.- IU~ln':' 6lRl;:,:1--
----lll:1O;r- -~,40 0 0 107
--- 13;':fo" 2, 6 50 28 1 . 80
- --- 1 S:.10il----- --l;98S-- ---nr- 9 86 62
----rr.:_1qn-=: 1,49 88 7 65 ___~____
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" post and 120 m.p,h, wind load or 23 # / Sq. Ft. post choices are:
1) 2" x 3" Snap Section
2) All post sizes listed below the 2" x 3" Snap Section
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 must satisfy both height and area requirements,
Wind Load :: ----
A--lied Load =-------
'fJMaxlmum-------
. HelghI--- [oadlnLbs
7;-4;;
8;_7;;
9;_1Oii
1 r-1U-
Height. .
2,064----
-1,548----
. ----1,204----
- ----903 -----
-loadlnl6i-
Lawrence E. Bennett, P.E.
Q\IL !NIN!!I!R - IlIMI.Of'II!!M' OCINIU.. TANr
P.o. BOX ...." 80UTH DAYTONA, FL 82121
1B...EPHOtoE (004) 7fIT -477"
FAX (004) 787-8888
8EAL
PAtE
52
@ COPYRIaHT 1907
NOT TO BE FEPRODlJCB) N WHOLE OR N PART wrrnour THE WRTTEN ~1881ON OF LAWRENCE E. BENETT, P.E.
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
SECTION 2
r
~
~
~
r
TOP OF GRADE
"t" IS THlCKtESS OF
REQUAED POST
3" x 3" POST SEE TABlE
(2) 2" x 2" X "t" ANGLE OR
(1) U a-tAf'H3.. x .t.
3/8" x 3-112" BOlT
80 LB. 2500 PSI CONCRElE PRE-t.t)(
3" x 3" BASE
1
16"
1
.ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION
,-
o
L ~>
l-L-lY
POST N CONCRETE
f4 BAR 12" LONG
POURED CONCRETE
REFER TO TABLE 2.4
3" x 3. POST ~N BOLTED
TO ANCHOR RISER
2-3/4. x 2-3/4. x 2-112.
LONG x 118. TUBNG
WELDED CONECTION
FASTEN PER TABLE 2.5
3-112" CONe, SLAB
ISOLA TED FOOTING
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
2'-0" MN.
BEFORESLOPE ~
T 1~ cI,
~
(1) #5 BAR CONT,
(1) #5 BAR CONT,
TYPE I
FLAT SLOPE / NO FOOTNG
0-2./12"
TYPE I
MODERATE SLOPE FOOTNG
2./12. - f-1O.
TYPE .
STEEP SLOPE FOOTNG
) f-1O.
NOTES: t NO FOOTNG REQUA:[) EXCEPT WI-EN ADORESStIG EROSION lNTL nE ROOM
EXCEEDS 18'-0", ROOMS GREATER THAN 18'-0" USE TYPE I FOOTNG.
2. FOOTtfGS SHALL BE WI. 2,600 PSI CONCRETE WITH 8x8-1Ox1O WELDED WAE t.t:SH
OR FlIER MESH MAY BE USED N LEU OF MESH.
3. F LOCAL BtA..DNJ CODES REOLR:S A WNH FOOTNG USE TYPE I FOOTNG OR
FOOTNG SECTION REa.ED BY LOCAL CODE. LOCAL CODE GOVERNS,
SLAB DETAILS ADDRESSING EROSION
Lawrence E. Bennett, P.E.
ava. ENGNEEIf - lE\IB.ClA.ENT CONSU.TANT
P.O. BOX 4388, SOUTH DAYTONA. Fl 32121
TEl.S'HOfE (004) 787-.cn.c
FAX (004) 787-lI5ll8
SEAL
@ COPYRIGHT 1997
NoT TO BE REPRODUCED N WHOlE OR N PART wmtClUT ne WRfTTEN PERMS8ION OF LAWRENCE E BENoETT, P.E. 43
PAaE
SOUD ROOF PANEL PRODUCTS
SECTION 7
Table 7.1,3: Allowable Spans for Roof Pan Panel Products for Various Loads
Industry Standard Products 3105 H-28 Aluminum Alloy
3i. x 12" x 0,026" paneis - ------- _n -- h__ - :
----- ___u_u______ _ _________ _. ______ __ ______n__________ ___h __ I
r Appi?eJlr~__~_l!lb~i~aijjj__cOQ!fJIton___--_=_ 'n--Wiila--- -A-~"~~S_~d _~O~~~fi~~g!;9n~i!iori- _-_-__-1
I LQ!l~ -- !"g!'~~I--1.-0.."1~2'-0~'-I.!~~.~~~:0~.- n__8~gIQ!1__ eoa~Nq~~t'-1.:-0..~-}~:0.. _3~:~~~~~_j
, 17 16'-11" 17'-1" 17'-5" 17'-11" 18'-9" 102 M,P,H, 29 12'-11" 13'-2" 13'-7" 14'-4" 15'-3"1
I -- ---.--. ---.- ----- ------- ----- ---------------- ----------- -------___ _
20 15'-8" 15'-9" 16'-2" 16'-9" 17'-7" 110 M,P,H, 35 11'-10" 11'-11" 12'-6"13'-3" 14':3;;
I - - - -- __ ___ ___ ___ -_ _____ __ ___ __...___ __ _ ___ ___ __h._ .__ ______.____ ______ ___
: !! ~i]: 1fJ;~1~; Ah~i~, 1~;!t 1~;~~;.-iU~J~~:-__-~_ it~~~~~\.~:-_~~:: - Jf.l~- JJ~l~~tf;f
Wind
.8~gIQ!1.
102 M.P.H.
110 M,P.H.
120 M.P,H.
125 M.P.H.
140 M.P.H.
3" x 12" x 0,032" Panels
Wind
J~~gI9n
m~:m H 11~% j~& !r~ ~f lIrjJi~!iK=~i~~~Eff~~~:ryff~~
Note:
Total roof panel width = room width plus wall width plus overhang.
Lawrence E. Bennett, P,E.
avI. ENGIIEER - Da'ELOPA.ENT CONSU... T ANT
P.O. BOX 4369, SOUTH DII YTON"- Fl 32121
TEl.EJ'HON: (904) 767-4774
FAX (904) 767-6666
SEAL
@ COPYRIGHT 1997
NOT TO BE REPRODUCED H WHOl.J: OR N PART wrrnour Tlt: WRnTEN PERMSSION OF LAWRENCE E. se.NETT, P.E.
PAGE
117
SOUD ROOF PANEL PRODUCTS
SECTION 7
PAN ROOF ANCHORING DETAILS
~ EXISTHG TRUSS OR RAFTER
~ ~ SEALANT
~/ ~, HEADER (SEE NOTE BELOW)
~ _____~ fax 9/16" S.M.S. (3) PER PAN
__ ______ AND (1) AT RISER
----
..
110 x 1-1/2" SMS, (1) PER RAFTER
OR TRUSS TAL
110 x 3/4" S.M.S, AT 12" ON CENTER
ROOF PANEL
la x 9/16" S.M.S. (3) PER PAN
AND (1) AT RISER
EXISTING F ASOA
AL TERNA TE COt-llJECTION:
la x 1-1/4" SCREWS (3) PER PAN INTO
FASCIA TlflOUGH PAN BOXED END
ROOF PANEL TO FASCIA DETAIL
I-EADER (SEE NOTE BelOW)
FOR MASOt-llY USE 1/4" x 1-V4" TAP-CON
ANCHOR OR EQUAL AT 24" ON CENTER
FOR WOOD USE 110 x 1-1/2" SMS.
OR WOOD SCREWS AT 12" ON CENTER
la x 9/16" S.M.S. (3) PER PAN
AND (1) PER RISER
ROOF PANEL
EXISTING HOST STRUCTURE:
WOOD FRAME, MASDmY OR OTI-ER
CONsmUCTION
ROOF PANEL TO W ALL DETAIL
NOTES: ROOF PANELS SHALL BE ATTAct-ED TO TI-E HEADER WITH (3) EACH f8 x 1/2"
LONG CORROSION RESISTANT SI-EET METAL SCREWS WITH 1/2" WASHERS.
ALL SCREW I-EADS SHALL BE CAULKED OR SHALL HAVE NEOPREt-E GASKET
BETWEEN THE WASHER AND Tl-E PAN.
PAN RIBS SHALL RECEIVE (1) EACH la x 1/2" SCREW EACI-l THE PANS MAY BE
ANCHORED TmOUGH BOXED PAN WITH (3) EACH la x 1" OF TIE ABOVE SCREW
TYPES AND 11-E ABOVE SPECFED RIB SCREW.
Lawrence E. Bennett, P,E.
CtVI. ENGIM:ER - DE1IEl.OPMENT CONS(.(. TANT
P.O. BOX 4388, SOUTH DAYTONA. FL 32121
T1:I..EF'I-f()N (1104) 787-" n..
FAX (904) 787-86!58
SEAL
@ COPYRIGHT 1997
NOT TO BE REPRODl.ICeD NWHOlE OR N PART wrmotJT TlE WfITTEH PBMSSION OF LAWRENCe E BEIN:TT, P.E.
PAGE
111
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