HomeMy WebLinkAbout96-5675
BUILDING PERMIT--
CITY OF ZEPHYRHILLS Permit ]I!
(813) 788-6611
'"
J 5675
3-20- <if,
Date
Zoning: a _ Energy Code:
Description of Work ~ Q 1'r\ (~. .......
ELEC~AL PLU~G
~opertvowne'~-H ~~ Lrev ~
Job Address: ~ I
Parcell.D.N 1/- 2-k;- 2/-0010-IP i...C>()'O/ILJ
~tJ:.~
MECH~AL
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
FINAL
/)/2./--
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
Inspector
City License Registration #
State Certified License#
:::;:,~~
Company _ _ __,J
Address
Telephone#
Valuation or
Contract Price
J.J... cO
-Q"f. JfJ1l) -
,/
ELECTRICAL
PLUMBING
MECHANICAL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
FRM.
Insul. CL
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) 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.
..... ..' ,... "
..'r
APPLlCAnOH FOR PBBKIT
CITY OP ZEPllYlUITT.T ~
BUILDING DEPARTHEHT
OWNER'SNAKE /11/C)/qLJ-f- f/ttrR/~/A
OWNER'S ADDRESS SSI ~ 9z:tt S7:
JOB ADOJilF.5S . )' ,4- PJ IZ
LEGAL DJI~SClUP'tlO~,: LOT(S) BLOCK SUBDIVISION
PARCEL :(.D.I /j";'.!<4---:J/.:..CJO/[)._/tJd<CJo-O//O (OPT~IN ~OH PROr~". T~:~Ql'lCEl
,v<:" . .
WORK PROPOSED: )lew CoGatr:uction --..Addition ---..Alteration hpair _lD4taJ.l
~C,fL
PRONE ,~
-.-----"""'";'""-...
Sian
~ve
---J)e.olisb
~ROPQSEll USE: -JiDale Fw.Uy
_eo..erci~ '
. ---Jt/F _' of t4lita --JtJD
_~t. Sid.. Pool _Otl;Ler
Restaurant" Health. Departaent Approval
OESCRIPjL'[OB OF WOJUC: SC/€ L iDv ROOm ~ ~~O ~c) r
BUILDIIU: SIZE: /oL:x: /2-. ...?ttJ
Square Feet. ?.;" 1 ~ Beisht .
, f (. ~ '.,. " . .' , 1
RESIDEB'JI~IAL: An'ACII :(2) PLOr ."LABS . (2) SETS OP BUILDDlG fUNS &: (1) SET BNERGYFORMS.
COMKERC:w.: ATTACH (3) SBTS,OP BUILDING PLANS & (1) SIn' BHERGY FORKS.
PIWPury suaVEJ, 1lEQUlR,ED FOR ALL NEW COltlSTRUC'tION.
. ; i ~ ".; , .
. . ~~~()~G
$.
I Lfrp ..t) ()
PERMITS REOUESTF~
ValuatiOfi' ,of Total Construction
RT ,BC:rRICAL
AHP Se;n~ce '
Plorida Pow~r Col.-p.
W.R.E.C.
---1IEQlUICAL
$.
"
Valulltion of Kechanicallwitallation
-PLUlU1IHG
;,
c.\S
ROOPDlG
SPECIALTY
TYPE 9P COIISDucnOH: .
.'
Rl~, -"~ _Steel-
Other
nnsBEh FI.OOJl ELBVA'fIOIIS: '
~ ',' .." .1'; , ~" ; ..-;
. ',,' "
FT.
IS PJWJEcr IN FLOOD ZONE ~T
';
~ '. "': ' t" ' "!:' ,
...,~:~;~!..~.................*...**.***.*..**
YES
NO
, ,I
';.; :~:'J ;..' '-, I' ; ,
" : ",; ;" CONTRACTOR SECTION
:::..Pr~'..... .. ~~:;'O~~i{f~;~Ubk'6
e*eee.*ee.***e.*....e*._ee*_**.***___*._..
EI.ECTRIlZ[AI
I T.':"';"l ~. J
~
Si QlUltq~;!~
COHPANY .
StaCe Cert. or Regist. t LC' ~ . L ~"_/.:.,~ ..~
City Licewte Registration t ~ ,5>-
****...**....c...*******..****.*_******.*.
PLUMBER
; ,
COtiPAHY
'" State Cert. or 1leaist. .
, City License Registration .
.***.,..****.******-*-***,**._...*,---* **** **
Signatw:.~
( '.. ,I;, ,~_, ~ : .
HECIWp' ~;~U&
, " COHPANY.
State Cert. or Regist. ,
City Liceoae Registration .
e**.e.e**.e**.....e._e__...e..*._e.*_e.e..
Si.gDatw'~:l:
OTHF.R COKPAHY
" ". State Cerc. or Regist. .
SignatUl:'ll!: r-t" Licen&e RegistraCioll .
~~~ .............*......*
APPLI~,'1OII APPIllIVED ~ ~/
PBRKIT OPFICER.
CONDIT~OHS OF PE,RHIT" AFFID~VIT
A. llOTICE OF DEED RESTRICTIONS" ' ,
!be umd;~raigned Wlderatallda Uat tbia.~tIilJ be subject to 'deed reatrictiQll8"'wch Iilr be lOte restrictive tbaG.City
regul~ tiona. . Ibe~8i_ __fel~ibnitr for &:aIPli.. litla aDI, appUcable deed reatrictiona.,'
, '
, , '
, . ' .
B. UNLICENSED 'CONTRACTORS AND, CONTRACTOR RESPONSIBILI.'l'IES '" "
If the -0IiJIU baa 1Ute4 i c:oatrlCtoror cmtrJCwa to WIdertiU .ork, ther IilYN required to l>>e 11ceqe4 la__.1ith
atate alld local regulati~,~,., If tbe CQPtrlCtor 18 DOt liClDied ill required by .w, botla ~.,~ aD4 .COAtIict&)r .,be
cited fllt i aiacle_llOr .,iolitiOl(UD4eJ' atate .1a.. If the OWQU, or intended *uactor are'ucerWll is to .t'li,c8D8iAg
requilElllenta Iill apply to!; the 'inteDded work, they are advised to cont.ict the CitJ of Zepllyrhil1s Building De~~f (813.)
188-6Hl. . ",..' . ',' '. " ',,:,""'" ' ' "
, ,
FurthErJlOre, if the 0I!Il8l' baa lUted a cmtractor or contractors, he is advised to bave the contractor(a) liga' portiaoa of the '
'CODb actor SectioDa' of ,WI appl1CitiOll for wch',.tbeJ .ill be reapgoaible. If JOU, ill the ower aip ita Uie ~tfac~"
yOll are iDdicatiDg tIlit 'fOU, ratber tbaD tile COIltractor, are reapoaaible for the IIOrk. If the COIltractor .iabea 1QIl'. to ,lgll,
as COl:tcactor that Jilf ,be aD WicatiOll that be is DOt properly liClDiedand 18 DOt entiUed to peraittiDg pd,il~.. .iJl~
. f pll billa".' ' ,'" \ ' ,"','. .. ,.'.' ',.'
CIty f., 9^ yr, ... """,', ," "," .." .....'.'.,',....
. ,i,..... . ._. . . ',' -; .:,'. '-'. "" . .. , '. ',-.' ",'-" ..',...;. " ,
C. ~rRANSPOR'l'A'l'ION IMPACT FEES AND UTILITY CONNBCTION FEES
... . ,",
D .~::ONSTRUC'l'ION LIEN LAW (CHAPTER 713, FLORJ:DA S'l'A'l'U'l'ES, AS .AHEN.P~1. . '
I certify tbat 1, tbe.ipplicant, be.. beeIl provided .itha COPI of.F1ori~.sCOaatrw:tiOll Lien Law - B~er"'P~U~
Guidel" :prepared by tile' Floddi DepiRleat of Agriculture aD4 COaaLIIU Affairl. If the applicant is aeona other tbiltbe "
1OWD8J', 1 cartifr~tl,laav.':gl)w.u.d . copy of the above de&cribe4 doc\IIIeDt aDd picaiae ill good faitla to deliver it to the
'ovael' prior to ~'JCtIePt." "':.' ~ " , ," ' . " , .,.'
. '. ;..: l'- ~. I . .
E. r:ON'l'RACTOR"S/OWNER'S'AFFIDAVIT "
I certify tbat ~1 ,tlllf Wor~UOll.~tIijI'appli"tiOIl' ~ accurite iIId tbatallW!t.k .iUbe4Olle 'in' eo.pliance with \~11
applkable 1_ reguliltiDg COII8~f 'lOIliDgiaDd 1aD4 d!!,eloplleJlt. ' .' '
~ . . :..-:<.<:t;/~~,',': ,', ". <'~<':.:-.<,";1:'1-.,1, .-:?::, . " I:. . . "'-',
Applh:atiOD 18 ,hereby" to ob~ ~ peran to do.oJ;k aDd. iDatallatiOll aa iD4i"te4. I certify that QO 110ft or'
iD8talbtiOll baa ~"cedpiipt,~:r~~: Qfl:P,eiaitiDlltbat~l_k "UI 'he'ped~tol88t stiDlJinW Qf all ,~~
reguldtinq CODItructiOlli City.;'~~'~~a~iOl1li, aDd UDdde.eloplleJltr.etIl1ationa ill the iur~ctiOll. I Wo I,. ".' .
certHy tbat I WlllerataDlJ tbat tbf"xflgUlatiODl' ototbet go'811IIeJltal ageDCiea iiI apply to tbe illteDded ..t, aD4 that it ia
IY r~jponaibillty toideDtifJtlb4t ~tiOna Il\1it ~ to be' ill COIpliance., Sucb ageAciea include but are DOt liJited to:
* ~!lrblent of Envirouental R~ation - Cfpreaa IIIrbeada, WetlaDd Areas aD4 EnvuOOIIeAWly $eDaiUve Landa,
': ' " , , " " ~terJMilltetlater Ireatlent .
t Sou~~weat Florida ~ter llaDiQeE1t' District - Melli, Cfpre&l Barbei4a, MeUaDd Areas, Altering Matercouraea
t Arl} COrpl of Hn9ineera .. S~la, Docks, 'av~gable Materwaya
t ~:~!Uent of Health , RebabilitaU,e Senicaa,' Envirouental Health Unit - Melli, "aatewil~ lreatleDt, Septic ,- "
t Y!..~~l'ironaental Protection Agency -Aabeatoa abat.uent " ' , I
I all,,) certify tbat,U,tUlliltuWlato be uaed in FloodZOlle 'A' or 'l,ete.', it il UDderatood tbat a driiDaga plan
addre.tlf.ing a 'COIpIUiItiDgvolue'.ill be lubllitted whieb 11 prepared by a profeaaiODal engineer regiltered in the State of
Floridil prior to peq1t iaIuane!"," :,"'" . ' ,
A ~~lt iaaued Iball be cooatnec1 tq be a lice0&8 to proceecl .itla the tlOrk iDclllOt as alltbority to ,iolate, caucel alter, or
set ~liide any prodaiona of the tecbn1cal c:odea, DOt aball iaalliDCe of a per,it preVeAt the Building Official frOl U.eafter
requiring i c:oaeeUgQ'.of '"Qt' iPpliDI, CQDOtructioA, orviolatiODl of aDI CQde.iveq perlit iaauedJbalI becaIa.invali4
unleul tbe tlOrt alltborlied:by auch 'perait 18 ~nced tdtbia sUlODths of iaal.laD~, or if. WItt alltboriled by tbe perait'is
sWlpt:lldec1 or .-ed for i perioc1of ail IODtba ifter~tiIe the.ork 11 ~~, '~ 90'dar exteD&iOll of tile, lar be
all~led for ths peQit .itJa fee _ge of '15.00. !be exteD8IOll aballl>>e requested illlIitiDg to tbe Building Official. An
appr(,voo iDapecUoD at be logged during eacb .u atll period, 'or' the project wI. be COIUlidered aballdoPed.
WARKlKG '1'0 OMIIB:YOUI PAl_ '1'0 aacoao llOJIa 0' 'CQIIMIICIHU! XlY BKSULr IX VOUR PlYlJiG "'Ia FOR WiOVDD'tS '1'0 VQUi
=~':u~,~~~p~t=:~~~I~~~~la~,.
Sii~~'1UBE: owua , . ," " SlGKlrllRB: COIIBACrOIl '
i _ (' '..; ~
S'Il'J'H OP PLOUDA . ,.' !o,." .
COUXlrY OF PASt 0
Tbe {'oreg,o,iD,9. iDa,,',' trwaeD, ,t, ""as a~oWl, edge,d
befQI'e .~ :~i~,"'k~R~J.I)5;}9 " , by,.
_~I-13d:7?r", $/~US"';:""
who i,s perscmally pown to _ or wile has
pred:u.eed ' .
. u :i~8Il~ifi~_.and,,~~di4, ~ot
takl~ an .oa :..""": JJ.< ,{' ,:i.) , , " ,
. tX~~ '>, ' .-: .oU
(Sil]I1lat e)
. S'llrK OF FLOIUJ)A
COlJlrlY OF P A Sc <. ~ .
. Tbe foregoing iDatrument was acknowledged
before me this JfIlRt:JI /3, 19 90 by
/}LBc:J<.t" SII-1 M-S ,
who is personally known to me 81' wbo' aas
..predu.ced '
jail illlNltifiQirtMa and who ~did Dot
take aD Oqth.
(Signature)
~1.<4--
'M
"'U,j~ . T
"'~ 'c" '~~~o~~
i,;.!;l[ * Expir_Apr.02.1999
".:~,,,/' ::~==NU
~..,,~ ~/J,-
.t>b~~
, * li:iJl/ *
~~ $I~
""# OF f\.O~
KATHLEEN J BROWN
,My CClRvnlesion CC44G029
Expires Apr. 02.1999
Bonded by NFNU
800-224-6368
\-
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ACE
ALUMINUM
Job No.
Phone: (813) 782.2618
. IleE ALUMINUM
38525 2nd AVe.
ZE1 'HYAHILLS. fL 33540
782-2616
SOLD "0 ;1J / r.1J 4 ~ l.-
ADDAISS SS/D 12::LL s-r"
SHIPl) '2 6 F/-J Y'R-r! / L LS:
DATE J- /dl.. - 9 ~
PHONI
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"
"
PERMIT
PRICE
TAX
The undersigned agrees to pay TOTAL PRICE /~,/t)~ D{)
INSTALLERS IN FUU ON COMPLET N DEPOSIT
-,'
-,4ft1::?
BALANCE C.O.D.
e
",ITE PLAN
,rDENTlAL US8 ONLY)
PARCEL I. ,I.
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DATE .:J- JuZ -~b
l' RO PEHTYI EAS U nl::J1I::tff
All drllw.l'lgs sball be drawn to scale for all parcels or lots five acres or lc~s.
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S.::REENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER
ABLE 3:
MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS
ROOMS EXTRUSIONS AND SELF MATING BEAMS OF 6063 T-6
ALUMINUM ALLOY
USING SCREEN PANEL WIDTH "W" (SEE TYPICAL GLASS ROOM DRAWING), SELECT
UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION
WIDTH "W"
36" 42" 48" 54" 60" 66" 72" 78"
EXTRUSION
2":JC: 2"x 0.044"
9'-2" 8'-6" 7'-11" 7'-6" 7'-1" 6'-9"
2":l{ 2"x 0.050"
10'-2" 9'-5" 8'-10" 8'-2" 7'-11" 7'-6" 7'-2" 6'-11"
2".{ 2"x 0.093"
12'-10" 11'-11" 11'-1" 10'-6" 9'-11" 9'-6" 9'-1" 8'-8"
3"( 2"x 0.050"
10'-8" 9'-11" 9'-3" 8'-9" 8'-3" 7'-11" 7'-6" 7'-3"
2")( 3"x 0.050"
12'-10" 11'-11" 11'-1" 10'-6" 9'-11" 9'-6" 9'-1" 8'-8"
3" '( 2"x 0.070"
13'-8" 12'-8" 11'-10" 11'-2" 10'-6" 10'-1" 9'-8" 9'-3"
'-- NOTES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS WI GLASS PANES THAT
AFIE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES
IN<:::REASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED.
'-
LAWRENCE E. BENNETT, P.E.
CIYn. ENGINEER &: DEVELOPMENT CONSULTANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX # 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN A6.RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETl P.E.
2
33
SCREENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER
2.,. 3_ BEAM SEE TABLE 4
J
OV I~HANG VARiES +
2', :j. MAX.
-~r
.W'"
FOR MAX.
UPRIGHT
LENGTH 1." 2.
;r
3- /2. SLAB ON GRADE
OR RAISED FOOTiNG
VARiES NO MAX. (ELEV. SLAB OR ON GRADE)
----1
TYPICAL GLASS ROOM WITH SOLID ROOF. TYPiCAL FRONT VIEW FRAMING
· (HEIGHT OF UPRIGHT is MEASURED FROM TOP OF 1",,2. PLATE TO BOTTOM OF WALL BEAM)
, / // /
rW/2-rW/2_- /~/
/ / /
ALUMINUM PANEL COVER O.H. r.. ~'3;
------ //
//
ol-
N
r-
J
1.,,2.,,0.040.
w
cr
::>
I-
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F
Vl
X
w
'---/
2""~ BEAM AND COLUMNS
MAX. COlUMNS, SPACING
SEE TABLES
'W VARIES
1
TYPICAL GLASS ROOM
NOTES: .
1. ANCHOR 1. " 2. OPEN BACK EXTRUSION WITH TAPCON 1/4."2-1/4" LENGTH OR EQUAL
MAX. OF 2'-0. O.C. , .
ANCHOR TO WALL WITH 1-1/2. 110 SMS WITH WASHERS 2 -0 O.C. SPACING
ANCHOR BEAM AND COLUMN KNEE, BEAM WITH ANCHOR CUPS AND 110 SCREWS AND
WASHERS
2. tollN. SLAB THICKNESS FOR SLAB ON CRACE IS 3-1/2. CONCRETE
3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER .A. VALUE Of W/2 OR W/2+0.H.
4. 'W IS CLEAR DISTANCE fROM HOST STRUCTURE TO FRONT WALL BEAM
LAWRENCE E. BENNETT, P.E.
CIVIL 1iN000EER & DEVELOPMENT CONSUlIANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHOHE 1 (904) 767.4n4
fAX , 1 (904) 767-6556
"-...I
C COPYRICJ iT,l996
NOT TO BEIEPRODUCED IN WHOLE OR IN At.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
ATTACHED ALUMINUM COVERS
---~ ,
SEAlANT
~ "S' HEADER EXTRUSION
~ ~ #8 x 9/16" TEK SPACED AT '0
~ ______ 8" O.C. BOTH SIDES / /
___ SEAlNH
#10 x 1-1/2" 5.10.1.5. OR WOOD
WOOD SCREw (1) PER RAFTER
OR TRUSS TAIL
EXISTING TRUSS OR RAfTER
#10 X 3/+" S.M.S. OR WOOD
SCREW SPACED AT 12" O.C.
3" ROOF PANEL
EXISTING FASCIA
'-..-/
~,
--,
SEAlANT
~ "S' HEADER EXTRUSION
~ ~ #8 x 9/16" TEK SPACED AT
~ ______ f5' O.C. BOTH SIDES
___ SEAlANT
FOR MASONRY USE 1/4" x
1-1/4" TAPCON ANCHOR OR
EQUAL SPACED AT 24" O.C,
FOR WOOD USE ,no x 1-1/2"
S.M.S. OR WOOD SCREWS AT
12" O.C.
3" ROOF PANEL
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
----
RI)OF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
N 1ES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE
ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-FASCIA ANO THOSE AREAS SHALL HAVE
DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN. 1-1/+" WASHERS
OR SHALL BE WASHER HEADED SCREWS
HO';T STRUCTURE OR FASCIA AND SU8-F ASCIA CONNECllON REQUIREMENTS
LOAD CONDIllONS
GU,SS ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF
1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" O.C.----->(2) @ l' O.C.
2, WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C.
SO, :EEN. VINYL. AND CARPORTS
HO~;T STRUCTURE 102 MPH 110 MPH 120 MPH
1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS
2 WOOD FRAME 1/4"x2" LAG SCREWS @ 12"
22#/SF 32 #/SF 57#/SF
@ 12" O.C.----->2 @ l' O.C.
O.C.--------->2 @ l' O.C.
'-.../
~;, UCE TO BE LOCATED 1/+ TO
1 'J BEAM SPAN AND
~; I AGGERED EACH SIDE OF SELF
.. .','nNG BEAJ.I
1 d-.50" -r- d-.50" 1
+ + + + + + + +
I" MAX.
E!, AM SPUCE SHALL BE t.lIN.
(.J d-.50" HEIGHT AND
" Cd-.50") IN LENGTH
~,Ir~. SCREWS PER SPUCE
ilUTAL / SIDE Of SPUCE
:<" x 4" 4/2
:<" x 5" 4/2
," x 6 4/2
:<" x 7" 6/3
" x 8" 8/4
:<" x 9" 10/5
I ~~
DENOTES SC EW PATTERN ..
NOT NUt.lBER Of SCREWS l-b
+ + + + + + + +
-,
;U
J
d = HEIGHT OF BEAM
I" MAX.
PLA TE TO BE SAME WALL
THICKNESS AS BEAM
PLA TE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. BENNETT, P.E.
Clvn. ENOINf&. it DEVELOPMENT CONSUlXANT
P. O. BOx 4368 SOUTH DAYTONA. FL 32121
PHONE 1 (004) 767-4n4
FAX' 1 (004) 767-6556
'--.J
G COPYF 13HT. 1996
NOT TO !:IE REPRODUCED IN WHOLE OR IN At.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
..,
44
ATTACHED ALUMINUM COVERS
,
I,:
,
~BLE 1
'I
-'
I
MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
OF 3105 H-28 ALLOY
W NO LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
I ).H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H.
3"X 0.026"
00 MPH W. L. 15'-11" 16'-1" 16'-5" 17' -0"
I 10 MPH W. L. 14'-3" 14'-5" 14'-1,0" 15'-6"
20 MPH W. L. 13'-0" 13'-2" 13'-7" 14'--4"
3" ( 0.032"
00 MPH W. L. 18'-10" 18'-11" 19'-3" 19'-9"
'10 MPH W. L. 16'-10" 16'-11" 17'--4" 17'-11"
20 MPH W. L. 15'--4" 15'-6" 15'-11" 16'-6"
LI' /E LOAD; ALL BUILDING TYPES
iJ.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H.
3" ( 0.026"
; 0 #/SF L. L. 16'-1" 16'-2" 16'-7" 17'-2"
: 0 #/SF L. L. 13'-1" 13'-3" 13'-8" 14'-5"
3"" 0.032"
; 0 #/SF L. L. 18'--4" 18'-5" 18'-9" 19'-3"
:0 #/SF L. L. 14'-11" 15'-1" 15'-6" 16'-1"
1.', OTAL ROOF PANEL WIDTH;;: ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
2.', HE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS.
.-'
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUU'ANT
P. O. BOX 4368 SOUTH Oo\YTONA, FL 32121
PHONE 1 (904) 767-4774
fAX /I 1 (904) 767-6556
C C( ;'YRIGHT.1996
NOT 0 BE REPRODUCED IN WHOLE OR IN A\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
47
ATTACHED ALUMINUM COVERS
BlE 4
lontinued
3"x )"xO.040" ROLL FORMa
10'.-0"
11'.,.8"
13'- '-4"
15'. .-0"
3"x J"XO.060" ROLL FORMa
11'.,.0" 3,600 200 164
12'-10" 2,700 150 123
14'.'.8" 2,100 117 95
16'-'-6" 1,575 88 73
3"x~"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 ALLOY
11'-10" 3,408 189 155
13'-10" 2,556 142 116
15'-10" 1,988 106 87
17'-10" 1,491 83 68
3"x U"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY
11'-10" 5,184
13'-10" 3,888
15'-,0" 3,024
17'- A" 2,268
3"x : i"X 0.125"TUBE EXTRUSION 6063 T-6 ALLOY
13'- ..9" 6,912
16'.,.1" 5,184
18'. -4" 4,032
20'.-7" 3,024
4"x .II"X 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY
15'-,.9" 9,312
18'-,.5" 6,984
21'--0" 5,432
23'-,.8" 4,074
· ALa( 3105 H16 ,
1. n.E SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN.
2,381
1,786
1,389
1,042
BlE 5
132
99
77
58
108
81
63
47
99
74
58
43
150
113
88
66
142
107
80
62
216
162
126
95
288
216
168
126
388
291
226
170
74
56
43
33
J
43
33
25
19
65
50
38
29
62
46
35
27
94
71
55
41
126
94
73
55
169
127
99 J
74
288
216
168
126
236
177
137
103
113
84
66
32
107
80
62
47
162
122
95
71
216
162
126
95
291
218
170
127
ISOLATED FOOTINGS
MA> IMUM ROOF AREA IN SF FOR CARPORT POST W/ISOLATED FOOTING "
UPLIFT'LOADS FOR BELOW LISTED WIND VELOCITY
FOCTING TYPE & SIZE 100 MPH 110 MPH 120 MPH
POUlllED CONCRETE
1'-o"X l'-O"X 1'-0" 29 25 21
1'-4"X l'-4"X 1'-4" 86 72 61
'1'-6"Xl'-6"X2'-0" 163 136 116
j'-8"X 1 '-8"X 2'-0" 187 156 134
j'-S"X 1 '-S"X 2'-6" 275 229 196
:;~'-O"X 2'-0"X 2'-0" 346 288 257
:?'-6"X 2'-6"X 2'-6" 463 386 331
PRE- C:AST SLAB WI 80* SACK-CRETE
& BA I:::KFILL OVER SLAB
i '-4"X l'-4"X 2'-4" 117 97 56
384
288
224
168
314
236
183
137
o COf 'fRIGHT, 1991l
NOT T ;t BE REPRODUCED IN WHOL.E OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
517
388
302
226
423
317
247
185
LAWRENCE E. DENNETI, P.E.
CJVlL ENGINEER &: DEVELOPMENT CONSULIANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX' 1 (904) 767-6556
'-.../
3
52
ATTACHED ALUMINUM COVERS
(2) 1-1/2" x 1-1/2" x "t" ANGLE
OR (1) U CHANNEL x "t"
TOP OF GRADE
J" x J" POST SEE TABLE
(1) HAT CHANNEL x "t"
J/8" x J-l/2" BOLT
"t" IS THICKNESS OF
REQUIRED POST
80 LB. 2500 PSI CONCRETE
PRE-MIX
3"x3" BASE
~
I
..,
I
16"
1
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CONCRETE w/ 64 . BAR
12" LONG
POURED CONCRETE
REFER, TO TABLE 5
3" x 3" POST TURN BOLTED
TO ANCHOR RISER
'-
>
~
LL-lY
2-3/4" x 2-3/4" x 2-1/2"
LONG x 1/8" TUBING
WELDED CONNECTION
"
12" x 12" x 1/4" PLATE
T
2'-0" MIN.
BEFORE SLOPE
3-1/2" CONC. SLAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
NOTE: IF LOCAL BUILDING DEPARTMENT HAS A
MINIMUM FOOTING SPECIFICATION, THAT
MINIMUM SHALL SUPERCEDE lliESE PLANS.
1~30LA TED FOOTING
f
(1) 64 BAR CONT.
,1~'!pL\:JI:;;;".j
l!jl:~"JtJ'
J.;.
NOTE: FIBER MESH CONCRETE DOES
NOT REQUIRE WIRE MESH
['LA T SLOPE / NO FOOTING
I) - 2"/12"
:'IOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION
MIN. 2500 P.S.I. CONCRETE WI 6 x 6 - 10 x 10
WELDED WIRE MESH OR FIBER MESH CONCR~TE
SLAB DETAILS ADDRESSING EROSION
MODERA TE SLOPE FOOTING
2"/12" - 1'-10"
STEEP SLOPE FOOTING
> 1'-10"
'-
LAWRENCE E. BENNE'IT, P.E.
CIVIL ENGINEER &: DEVELOPMENT CONSUlIANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767-4774
FAX . 1 (904) 767-6556
C COPYRIGHT, 1996
NI) r TO BE REPRODUCED IN WHOLE OR IN Rl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, RE.
.
"
.;)
43
'''-"'
BlE 2
ATI4CHt:D ALUMINUM COVERS
MAX~ROOF SEAM SPANS FOR CARPORTS. SCREEN lit VINYL
ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063,
T-ij ALLOY ;
E>':,4MPLE: FOR SPAN "L.:"ON D,RAWING USE LOAD WIDTH = "W"/2 + O.H.
~"x 4"x 0.050" TILT ~,I;AM: LOAD WIDTH = 14'/2 + 2'O.H. = 9'
LOAD WITH;; 9'; L.L. @ 22ft/SF BEAM SPAN = 7'-3" .
BE I~M SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM ,LIVE LOAD WIND,LOAD
LeAD WIDTH 22#J/SF 32#J/SF 100 MPH 110 MPH
2"), 3"xO.050"TILT BEAM OR 2"x 3"xO.050"EXTRUSION
5 '8'-1. 6'-7- 9'-0-
6 '7'-4- , 6'-0- 8'-3-
7' 6'.10. 5'-6- 7'-6-
8 . 6'-5- , 5'-2- '7'-2-
9' 6'--Q" 4'."- 6'-9-
1 0' 5'-8. 4'-a- 6'-S-
11' S'-S. 4'-5- 6'-1-
12' 5'-2- '4'-S- 5'.10.
2"]1 4"x O.050"x TaL T BEAM
5' 9'-9"
6' 8'-11'
7' . 8'-3.
a' 7'-9-'
g' 7'-3"
10' 6'.11-
11' o'';''7~
12' , 6'-3"
2"]i 4"x O.044"x 0.120" S.M.B.
S' 12'..10-
6' 11 '-8"
7' , 10'.10-
8' 10'-1.
g' 9'-6"
10' 9'-1.
11', a'-a-
. 12' . 8'-3-
2";1 5"x O.050"x 0.120" S.M.B.
, 5' ' 15'-2"
6' lS'.lo-
7' 12'.10"
a' 12'-0-
9' 11'-3"
1 0' 10'-8"
1 l' 10'-S-
12' ' g'-g"
2"): 6"x O.050"X 0.120" S.M.B.
, 5' 17'..,..2"
0' 15'..,..8"
, 7' 14'-6"
,8' , : 13'-:-7"
9' ' 12'-e-
10' 12'-1"
11' 11'-1.
12' 10'-3"
:11
II
EXIIMPLE
-..'
~'
8'-0-
7'-3"
6'-9-
6'-3-
S' -11.
5'-7.
S'-4.
5'-0.
10'-5.
9'-6.
8'.10.
a'-s-
7'-g-
7'-5-
7'-0-
6'-9.
12'-4-
11'-3-
10'-S-
9'-9-
9'-2.
8'-9-
a'--4-
8'-a-
14'-0"
12'-9-
11'.10"
, 11'-1-
10'-5"
g' .11-
g'-S-
9'-0-
10'.11-
1 0'-0"
g'-3-
8'~8.
8'-1-
7'-9-
7'--4-
7'-0.
14'-4-
13'-1-
12'-1-
11 '--4-
10'-8-
10'-1.
9'-a"
g'-s-
16'.11.
lS'-6"
14'--4-
13'-S.
12'-a-
12'-0-
11 '-S-
10'.11-
19'-2"
17'-6-
16'-2-
15'-2-
14'-3.
13'-r
12'-11.
12'--4-
8'-1.
7'~-
6'.10-
6'-5-
6'-0.
s'-a-
S'-S-
S'-2-
9'-9.
8'.11.
" 8'-3.
7'-9.
7'-3. ,
6'."'.
6';"'7.
6'-3.
12'.10-
,11'-8"
1 0'.1 O.
10'-1.
9'-6. ,
9'-1.
a'-8.
, 8'-3.
15'-2.
13'.10"
12'.10.
12'-0"
11'-3-
10'-8-
10'-S.
9'-9.
17'-2-
, 15'-a.
14'-6.
13'-r
12'-9"
12'-1"
11'-r
10'-3.
120 MPH
7'-S-
6'-9.
6'-3.
5'.10.
S'-6.
S'-2.
S'-O-
4'-9.
8'.11.
8'-1-
7'-6-
7'-0.
0'-8-
6'-3-
0'--0-
S'-g-
11'-3.
10'-8-
9'-11.
,9'-3-,
a'-8.
a'-3.
6'-10.
7'-6-
lS'.lO"
12'-a.
11'-6.
10'-],-
10'-4-
9'-9.
9'--4.
a' -11-
1S'-a.
14'-3.
13'-3.
12'--4-
11'-8"
11'-1.
10'-6-
10'-1-
LAWRENCE E. DENNEn, P.E.
ClYU. ENOlNSER ct DIiVELOPMENr CONSUlIANT
P. o. aox 436ll SOUTH D,\YTONA, FL 32121
PI10HC 1 (904) 7t:.7-4n4
FAll . 1 (904) 76HiSsa
o Cl ,flYAIGHT. 1996
N01 ro BE REPROOU,CEC ~ WHOle OR IN IMT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT. RE.
3
49