HomeMy WebLinkAbout97-6888
BUILDING PERMIT
(~~
Property Owne' fir- J/i-zbf'k j
Job Address: t6 ?
Parcel 1.0. # ~ ~;) 6 -,;)/ - 0 ~'o. C) CJ ttJ () 0 -..
F1-'0 . o-v
~T~
CITY OF ZEPHYRHILLS
(813) 788-6611
~0. <TV
CPLU~
Permit
N!
688SE
p~ --. (;"7)
Date
~-/-77
MECHANICAL
Sewer Conn
Water Conn:
e
Water Meter:
T.I.F.'s:
CJ /d.-lJ
Zoning: Energy Code: ~ _"don G~:
Dose,;ptlon of Wo'" ,.iA---/l" ~ ~ - <<" -t{ -a ~A .{ ~A1 17 -Y'-" '
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
/ /;0 6 -
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
Um
,
99
.
......
Permit Fee ~::- 2-
Signature _ ___
/"
Company
Address
T.I.Phon..~-;-~c2 - /~-
~- _~_/0'YLj
PLUMBING MECHANICAL
Valuation or
Contract Price
J ~ t/)l(;J. t:rV
,
City License Registration #
/-!>--- ~ 'I
~.~
- ~~
BUILDING ELECTRICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
1/;7/17 IuK
Tp. Servo
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
~//Tf /91 d'"B
roc ( S~el
~l{/'1
~&1l ( fL.,J
Driveway
80]
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
C. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
, - . " .
APPLICATION FOR PDlf.I8rt.1/ ,i1~2v'1.. ~ "
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT '
/
/'tv- ;'- ( t) Sk."~ (}.,d51'~d
J D S '13 rI /1/,dL (' 1v~1 ~ J1 y'J4VJ'" J$;vJ-~
JOB ADDRESS b I 3 I f'J,..tJL ~Jv.., Or~ ~ 7~- O~~~ Z-yl.,l'lf/; / ~
LIlGAL DESCRIPTION: LOT(S) /'- B~€:U8DIVISION .5,,;v.:.. M
PARCEL 1.D.' 01- zJ,- '2J -o/fo -OO~Ou -01 ~ (OBTAIN FROM PROPERTY TAX NOTICE)
...
OWNER'S NAKE
PHONE
7 tflo-- J 7/0
OWNER'S ADDRESS
t,I{'5'7
13.r'jQ
WORK PROPOSED: >CNew Construction _Addition --...tUteration -J,epair _Install
_Sign
_Kove
_Deaolish
PROPOSED USE: _Single Faaily
_ec-ercial
_KIF _' of Units _K/H
_Indust. ~SWia. Pool _Other
_Restaurant Ii: Health Departllent Approval
J' , .., i /: /)/ 1-,(1" .,,,,,"~ Uf./ ( f)_,J I ~i i:J...._.
DESCRIPTION OF WORK: l.- -y.. "if ..> ~.1..i'"'~ ~ vw/.... ~ I -- 7 "' re.. 1'-- fl~
BUILDING SIZE:
x
Square Feet.
Height
RESIDENTIAL:
COMKBRCIAL :
ATTACH (2) PLOT PLANS Ii: (2) SETS OF BUILDING PLANS Ii: (1) SET ENERGY FORKS,
ATTACH (3) SETS OF BUILDING PLANS Ii: (1) SET ENERGY FORKS./-:' ~./ ')()?-
PROPERTY SURVEY RBQ UlRBD FOR ALL NEW CONSTRUCT~ON~ C1~~/~11
PBRHITS REOUBSTED & a
(
$ /~/)j):Y'- Valuation of Total Construction
/{,,j/ 5fiJJ.Kp.'1~ h>,,!A. ~~L} ~ PI-- i~~ ~''J'- .
r" Serv1ce Florida Power Corp.
W.R.E.C.
X Bf};)ING
f<:. BLBC'l'RlCAL
-"BCHAlfICAL
$
Valuation of Mechanical Installation
_PLUMBING
GAS
ROOFING
SPECIALTY
fJol
Other
TYPE OF CONSTRucnON: _Block
_Fraae _Steel
YES
X
NO
FIlUSHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
*********************************....**.*.
BUTT.DER
Signature .X
CONTRACTOR SECTION
~ aHlPARY )t~i- ~ CO ~
State Cert. or egist.' foo(,S"''1/~
City License Registration , l,r~q
*******.*.**********************.*********
:~.::~~ ~J-^- e~ COMPANY p- ~~
State Cert. or Regist. ,
City License Registration ,
************.*.*.****..**..********.******
41C;
PLUMBER
Signature~
aHlPARY (}rfA<.(;?",..NY ~"'.-I J
State Cert. o. Regist. , - .
City License Registration , /.~- Y lj
****.*************************************
MECHANICAL
COMPANY
State Cert. or Regist. .
City License Registration .
******************************************
Signature
OTRRR ~~/-:.~~ COMPANY ~~ ~~~ .DJ..r y--...
~. State Cert. or Regist. .
Signatur. /// City License Registration t I -,
******************************************
APPLICATION APPROVED BY
PBRHIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit lay be subject to "deed restrictions" which lay be lOre restrictive than City
regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, both the OlDer and contractor IIY be
cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
requirQlents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813)
188-6611.
FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
nContractor Sections" of this application for wbich they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the work, If tbe contractor wisbes JOu to sign
as contractor that lay be an indication that he is not properly licensed and Is not entitled to per.itting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
,-!
,
D. CONSTRUC'l'ION LIEN L1\W (CHAPTER 713, FLORIDA STATUTES" AS AMENDED)
I certify tbat I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law _ HoIeoIner's Protection
Guide" prepared by the Florida Deparllent of Agriculture and ConsUler Affairs. If tbe applicant is sOleODe other than the
.owner", I certify that I have obtained a copy of the above described doculent and prOlise in good faith to deliver it to the
"owner" prior to cOllencQlent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify tbat all the inforlation in this application is accurate and that all work will be done in COIpliance with all
applicable laws regulating construction, loning, and land developlent.
I
Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that DO worl or
installation has cOllenced prior to issuance of a perlit and that all work will be perforled to leet standards of all law8
regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also
certify tbat I understand that the regulations of otber goverDlentBl agencies laY apply to the intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance, Such agencies include but are not Iilited to:
t Deparllent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water HanagQlent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t Departlent of Health & Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater Treallent, Septic lants
t US BnviroDlental Protection Agency - Asbestos abatelent
I also certify that, if fill laterial is to be used in Flood Zone "An or "A,etc.., it is understood that a drainage plan
addressing a "cOlpeDsating volUle" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit. issuance.
. A perlit 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 is~u~ce of a perlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code, Bvery per.it issued &ball beCOll invalid
unless the work authoriled by such perlit is cOllenced within six IOntha of issuance, or if work authorized by the per.it is
suspended or abandoned for a period of six IOnths after the tile the work is cOllenced. One 90 day utension of tile, -r be
allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. In
approved inspection lust be logged during each six IOntb period, or the project will be considered abandoned.
WARNING TO OWIER: YOUR FAILURE TO RECORD A NOTICE OF COHHENCElfBNr HAY RESULT IN YOUR PAYING fWICK FOR IHPROVIIIBIl'S 10 YOUR
PROPERTY. IF YOU IIrEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORR CORDIIIG YOUR JOIICI OF
COHMENCBHRHT. JOBS UND~.2,500 ..18 .VALUE DO NOT NEED TO RECORD ABD POST A · II
SIGJIAI~f~~Rii:t~ ..I
, I
STATE OF FLORIDA ~
COUNTY OF ) /J -5(1./")
The foregoing instrument was acknowledged
before.e thIs ~~~. 19~ by
&13FIZ.7-. /' pp/
who is persqpally kn w~ to me or who has who is personally known to me or who has
produced ,lj./i St- ~-" -.fvf~produced -'- fUr. ~ ^
as n 1ficati and who did/did not ~ as i ication and who di
take an oa 't. () I'h~ ta e IOS
(Signature) ,( 3 Jt, d
~ It '- Y - 00 '1
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
STATE OF FLORIDA .~
COUlTY OF ~
The foregoing instrument was acknowledged
before me this .7 -"-.1 0 ,19~ by
,VC(
,"""~~~:f~',,, Nancy A.
f*'1'Ji.'~.f: MY COMMISSION # ,..,..
?:.~.~kl February ( ,
~iif.:r..~' BONDED THRU TROY'.""
A. Bill Poc Contractor~,~Jllc.
-
CONTRACT
CONTINlJ ATION SII EET
Pagf'__of
,NT1NUATI()N SIIFET IlFCOI\1IN(; 1\ PAIn 01 TIlE OIUGINAL CONTHACT DATED
JA Y OF'
July
1 9 96 HE'l'WE EN BILl. PUE CONTRACTORS, INC. AS CONTRACTOR
,) TilE I'UIWII/\SEH(S) HEINl;
Max and Shirley Goodspeed
(IF IIOl\lE WIIEH/-: TIIF
IS TO TAI\E PLACE IS
UWATEU AT
Lot 12, North Lake Drive
Zephryhills, Florida
'1'111,: FOI.I.()\VIN(: 1)I:S('IIIIlI-:~) '1'111: S('OI'I': OF WOIU, TO IlE PEHFOIU\IEI> IVITIIIN THE
CONFINES OF TIllS ('ONTIlA('T:
1. Single Fam:iJ"y~~j:;g.!!!-H.om~to be built per Bill Poe Contractors, Inc. standard
features list.
_~~.__l'ing_~e FaII!.ily Custom Home to be built on customer's lot #12, North Lake Drive,
____Sil ve~akl?' zephryhills, Florida.
_~~ Singl~_Fam~.!x CustoIr!..J:I.ome to ~ built per customer's deisred floorplan sketch; see
attached drawing layout.
4. Base price of home to be $79,460.00
.
$79,460.00
_~_Sprinkler Al!.Q..~n~~_~ Silver Oaks Requirements
1,500.00
6. Landscape Allowance per Silver Oaks Requirements
_h_$_Q(:;tJ~),):.9wan~~~~2J 1 VEt~Q9.ks R~uiremen!;s
1,000.00
1 , 100 .00
_~__E;?ctrCL.QonQ.re!;~:LQ!: sidewal,]<: per Silver Oaks Requirements
400.00
_9._Y~ade Qt.standarg_~.9oLs!1inqles to GAF FRS T-25 25 year
___Timberline Shingles.
350.00
W_!.__tlwLqge _t_Q_~)::J.an..Cl.:i.cjlp......s_iZ..e...._q...9..prw~J; Gu.e.s_~room and Bath areas
100.00
(1,000.00 )
U....!_CJ;'g,g.i.LfQ(__I3~ill__1?_Os:LC.QntA_ac.t..Q~Inc. sUWlied aWliances.
l~12_X....2~LpooLpackage-PeL.s.taru:lanLpQQ.L_equip.ment. deck layouts,
_~_aod pooLconfigurat.ions with East Pasco Pool s, TnC"'.
12,000.00
13. Construction period t9----.be-.ap-proximately 120 days from slab pour date.
l~---..C.ustomers_r.e..sQQnsjb.LELf..oLJ3..u.i.l.d.e.nLRi.s.KLHonleo.wners Policy prior to
-~---S.tar...t~L_c..ons_~:rnc.ti.Qn~__..
15.._-AnJ':-~_changes'~or..~ad.d::.ons~~L.h.a..addt:.essed in a change order approved by
-__CJJs..t_omer.s..._ancLb.uilder..._~____
--.----..-..--..---.----.--------.---------------..
TOTAL AMOUNT klll'ry forward to contract cOV!'1' sheet of next page)
^'TCl't<," a~,:' "1'1'0'0'<''' tl~' __l.r, ,'ay of __ :;-1//7 ". 19~ by Ihe Iluy<'d,)
X7./1L<~t:'d'Y'o,./__.____.__.___~_~ ~ _ ~
and AI.Ll. POP. CON'PRAC''ORS, INC. .~ ______
-1
.8;, I Poe (,AJr--dMJ / 'L,
II It;1- /lis 1 :;'-.
t~Jr~/ ~~ b/- It M,,/i. U PP'<
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.................... .-:-:P.8:.l:3.l. ..~J,:J. ..$<:1Q..SJJIH.. .H<:l.3.Z.. .::J44.
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06/04/1996 11:28
8137151725
SILVER OAKS REALTY
PAGE 01
:' kll't!;"rOtlL
XOQL D~CJ:
EXI'A111i ION JOl/lT
t
~l.allll
,,,:; Tv
, l.'r'R
-4" to 6 .. I/,\I.L.
~ f1t.OOI~
3,500 V.S.1
I\llllAlt 3/8"
lJfI (J.e,
11 wrn! 8~ naDSUJlt. Ol\ 4' ~
drl',flt.!/J ~~ $iw"t,.r"",
',.."' .I,.;'/jl!lt:,
IN lJw~f~, .
. ~
.,a)ItT"^CTOR ALPI": ~~ _ !'HONI tlDlfM.JUI)
! .:,OORUS 2261 fbIgel' Aft, CITY I!Ipl'lqs Bill
LOT
IlUOOIV
UNIT_
DATI
;;1..716
ORoen lie r
-"'j
ILOCK
'n'PlC'AL
DESIGN LA YOU'!'
c:~ .
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t"; 1I\'PIIOl(,
-~,'~~...- ~ . ....,.... Ir;.~.-:: I ~.
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-...... - "i-...,..J .....t,:V
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t.:..:.t.!!U.!a. .
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-INSTI\LLrO WlTIl LAvtlJ:1l OR S\lUIOUT XH
~1.J:ltD.
Tl-IlS DESIGN CREATED FOR
ALPI.RB PC!2..~__.____~
2261 801<<8.. ,..,...
ap..".. Bill, nort... "'609
^ppnOVIIl 101 L.you.. 111"'.....1."'. ..
l!qlllpm.lI'. IIW. u"II",lll\d Ih.1 ant
clllna.. m'J In,o'n .dellllon.1 chlll/",
Oil.:
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1Ii
n." n..n.1 O_l. t..... tt..l.. ft...............II...
..
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~~ii.ER= Florida
.? ~. POwer
..... :.", ~ '..'."A",.
....r.... '!'.'!-':\; .
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'~~;-";:AD~R!:!S: '73/ Ntilin/LA/lG' At.
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Sw:,-- ""PJ~
J.~ -.......1:.
2~#-lilMI~
'.
,/. 'nUl POOL PROPOSIID FOR CONSTRUCTION AT THE AUOVE ADDRESS
D06S~ CONFLICT WITH ANY UNDERGROUND OR OVERHE.>.D FACILITIES OF
FLORIDA POWER CORPORATION. PROVIDED THIIT11-IE POOL IS INSTALLED IN
11-IS LOc...T/ON SHOWN ON THE ATTACHliO SnoE PLAN PROVIDED TO us BY
'niB POOL CONTRACTOR. ~._
.'
11-IS POOL PROPOSED FOR CONSTRUe-nON AT THE ABOVE ADDkESs
D06S-CONFUCTWITH 0," UfO FACILITIES OF FLORIDA POWER
CO~.RAnON,
,
~.." -.!.';\.;j"'" '.
.-"it~...... ".
_.=i..~~:. ..
!'... . ~...-
- AJUv.NOEMIlNTs HAVE DEEN MADE WITH us FOR RIiLOCI\TION OF THE
FAClLm6S SO AS TO CLEAR THE POOL AREA SHOWN ON THE A TrACHEO SITE
PLAN.
.- I ...." .. .,
?~; Nana:. Y<Ju A<<<F "-AIr,Is.C<,r ...... """""'" s...__ s_ ...... CA<4 "_
D*,"ux: .
~ :,'
~..-... .
.' ~.....
FLORIDA POWER CO.kPORA TION
".
~~ $... -" ~"7
STlffiHEN F, DUNNER
DISTRIBUTION ENGINEERiNG
...:...;.... ..
.;;='~.
....
ztIlttnuuLL$ OPf""'TlOH t:frlTUI; nUJ 0..,,, "uel 9 Z'pJlylhiDl 9 "...,",_ H541 t '.UJ 783'0114
.4/fwift ""U Compeny
Jo. .._~ ~.o.Q-..O.N... Qt.':.9..... ,.? E) .'. .17J...l. .n.c.........
.... .~~.l.8.: .l:3.1. ..~J,J. .$~P. .$llJt1.. .1-I9.3.Z...;:) .d..:!.... _..
11111111111I11111111111111111111111111111I11111111
97085537
Rcpt; '. 171495 Rec:
DS: " . 0.00 IT:
08/01/97
&.00
0.,00
Dpty C1erlt
County of
JED PITTMAN, PASCO COUNTY CLERK
08/01/Q7 08:33al 1 of 1
OR BK 3782 P6 4:330
fi....5 (. ()
State of
J3%r,i.
.
NOTICE OF COMMENCEMENT
THB tmOERSIGNBD hereby gives notice that improvement will be made to certain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement:
1. Description of Property: Parcel No. 03 - Z, - 2-/ - ()/:::a{) - DOooo - 0/20
it) f I L NwlL a-~ 1k...s rh f-~ ~ Iv-- d~ Z, /tItlt s ~,
ULegal ~ySCrt~t1on of t e prop~Fty an street address 1f ava la le}71Jlf/
(,173 i f.Jc.vfLu.. iKilA.. ~/.'1~/..l/ij, fPdA. /J~'1/
2. General Description of Impro~ement
5tvl~~ ~/
Interest in Property:
State ~
]JsYo
3. Ol....ner Information: Name
Address l' 'I'IB
t/~SJ tlnIA-.. City
Name of Fee Simple Titleholder:
(If other th~n owner)
Address
F,.,."
....~...>
~..,
....,1
F.i
Contractor: Name
Address Itr~
Amount of Bond: $
Vt ~ City
rI A City
.
Irj / it
I lity
State #.4k.
1 JJ'13
5.
Surety: Name
Address
State
6.
Lender: Name
Address
State
7.
Persons within the State of Florida designated by Owner upon whom
notices or other documents may be served as provided by Section
:~~ 13 ( 1) (a)( 7 ), Florida st,Jtej .h
Address I Y cltyt1
State
of
Lienor's Not1ce a
to receive a copy of the
1n Sect10n 7 3.13(1}(b}, Florida Statutes.
8.
g. Expirat.ion dat.e 01 Notice ot Commencement (t.he expiration date is" 1 year
fr~m the date of recording unless a different date is specified.)
KATHLEEN A. HENK
Notary Public, State of Aorida
My Comm, expires July S. 1998
No. CC 376761
Signature of Owner: /?7~ .4-o1r.~~~~.J Bonded Thru CPfftclal NIlI,,'I 1,,.1"
Sworn to and subscribed before me this ~.=L day of Ju..Jy
,
19 q7 . 1'//.
Notary Public: 7)~ a ~
My Commi.ssion Expires: Juty :J,,/99?'
k.a if, /~ ~11. /l JI~ Ie.
t~
PC93053048
SCREENED ENCLOSURES
SECTION 1
PURl.f-,I (TYPICAL)
NOTE: MATCH SLOPE AND EXTRUSION
SIZE AND SPAOOG FOR RISER
WALL Baow
CABLE CONt-ECTION
DET AL 1 (TYPICAL)
SCREEN TYPICAL
SEE TABLE t3
H
CABLE CQNtIECTlON
DET AL 2 (TYPICAL)
r x 2' TYPICAL
L
GRADE
I I I I I I T c
I _L--,~Sll",ll:l-'IT~~
'-l,l-~I~=-:
~II~ 1E:I~i:::::l~ljt~'-
..- ~III- ., I i- :.'
TYPICAL TRANSVERSE GABLE ROOF ELEV A liON
DIAGONAL ROOF BRACING
SEE SCHEMA TIC PlAN
NOTE: SIJE WALL CABLES ARE REOIJED
WHEN PROJECTION 'SW EXCEEDS
29'-0" THEN PROVDE (1) CABLE FOR
EACH 300 SQ. FT. OF WAll AREA
~ (TYPICAL)
.-/
RISER WALL
K-BRACNG
(OPTIONAL)
SCREEN TYPICAL
___ ALlA1NJM BEAM
SEE TABLE t1 OR t8
r x 2" TYPICAL
->
/
SW
ALl.M\UM COLUMNS TYPICAL
SEE TABLE t3 OR t6
UNlESS OTHERWISE NOTED, SIZE
~S PER APPROPRIATE TABLES
PERIMETER WALLS FRAMING
SEE TABLE t3 OR t4
TYPICAL TRANSVERSE GABLE ROOF ISOMETRIC
Lawrence E. Bennett, P.E.
avL ENGIEER - DEVELOPtENT' COHStL TANT'
P.O. BOX 4368, SOl1T1-l DAYTONA. Fl 32121
T13..EPHOPE (904) 787-4n4
FAX (904) 787-8558
SEAL
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOlE OR N PART WIl1iOUT Tl-E WRITTEN PERMISSION OF LAWREIIIa; E. BE/IIETT, P.E.
PAGE
5
SECTION 1
SCREENED ENCLOSURES
r ----
d 0 0
I' 0 0
SELECT FASTENER SIZE, t-UMBER
AN) pATTERN FROM TABLE 16
POST
SEE TABLE 13 OR 16
r..
,
\
NOTE: MNlMUM POST SIZES ARE REQUIRED
FOR EACH BEAM SIZE. SEE TABLE 16
SELF MA WG BEAM
SEE TABLE 11 OR TABLE 18
l' x 2' SNAP SECTIONS ATTACH TO
2' x 2' WITH #10 x 1-1/2" SHEET
~TAL SCREWS AT 24. ON CENTER
OR CONTINUOUS SNAP SECTIONS
2. x 2. P~LINS ATTACH TO BEAMS
WITH (2) #10 X 1- V2. SI-EET METAL
SCREWS
i X 2. OPEN BACK FASTENED TO
POST WITH (2) #10 x 1-1/2. SMS.
SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP)
Lawrence E. Bennett, P.E.
avL E1dEER - DEVEI..0PItENT CONSU..TNn
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TB..EPHON: (904) 7rsT-4774
FAX (904) 7rsT-6668
SEAL
PAGE
6
@ COPYRIGHT 1997
NOT TO BE REPROOUCED N WHOlE OR N PART W'IT1iOUT TIt: WRITTEN PERMSSlON OF LAWRENCE E. BENETT. P.E.
"
Table 1.3:
SCREENED ENCLOSURES
SECTION 1
Allowable Spans For Primary Screen Wan Members
(Post I Upright Height)
Aluminum Alloy 6063 T -6
---~-------r Load Width = Upright Spaci~ ~
Hollow Sections I 3'-0" I 4'-0" I 5'-0" i 6'-0" I 7'-0" L8'~--L g'-O" j
------~---- ~-.-~-~____.._ A/Jo""able Height:I-t~____~_______-i
! 8'-11" : T-9" ' 6'-11" : 6'-4" . 5'-11" : 5'-6" . 5'-2"
-- ----+ _.n', -- ---.n-----r-._~,_____. ----.t-----. __. __u__./_ _______.. __ _+.____ __ ..____+-_. ______._._____ _+-________.._.~ _
. 9'-10" : 8'-6" ,T-7" 6'-11" 6'-5" 6'-0". 5'-8"
n----t-10'_9~;-! 9'-4';--:S'4-;-T 7'-7" --; 7'-(),,-'---f/-7"- T-6i~2;'
n_--+--15;-4;,-t13;::-3~1;=10~10'_10" -i 10,-if-f 9'-5" I 8'-10"
- -- --_4 i--_,___..____.._____,_.__~-- _0' -.---.-+.---------.L_,~_._.__ --+-----'-------+--------~____,J
16'-1" '13'-11" 12'~!:i~1 -1r-:!'~L 10'~,,__L_~___.1Q"__~~':3_"____
2" x 2" x 0.044"
2" x 2" x 0.050"
2" x 3" x 0.050"
2" x 3" x 0,070"
2" x 4" x 0.050"
-- ---
I..()ad Width =~pr19!1t~pa<:inp _
Self Mating Sections 3'-0" 4'-0" 5'-0" 6'-0" 7'-0'" 8'-0" g'-O"
Allowable Height "H"
2" x 4" x 0.055" x 0.120" ___20'-7" ,117'-10" [ t5'-11"_14':?" !_1}'--9-"J J?~-?'~ ~. 11'-:11"_
2" x 6" x 0.055" x 0.120" 1 28'-7" ~ 24'-9" ! 22'-1" , 20'-2" I 18'-8" i 17'-6" ! 16'-6" :
2" x 7" x a.aGi'x 0.i2(f'- r-3-1;~3;;-~-2T-1"!24'~3-,;-t~22'=1"-1-20'_6~9'_2"l-18;:'-1-;;-~
, 2" x 8" .~ Q~QI2'~xQi2.4.'~J _4i'~~' J 35~9"! 32' -0" _L29'-3'~12T~1'~5'-4" j__~~j Q"__
2" x g" x 0.072" x 0.224" '45'-10'" 39'-9" . 35'-6" i 32'-5" i 30'-0" I 28'-1" ! 26'-6" .
2" x g" x 0.072" x 0~310;' - :. -51;:':O~ur44;:2"-~--39;:.6"ui .36-:':1-0,. i- 33,=s-.,-f31-;_3;oT- 29-;=-6" u~
_.~- __n..____ ..J._ -- ,7 _. -'.'-" -_.._~ '__._~_ --.L___._~_~_____-.J___..~____._-,
Snap Sections
2" x 2" x 0.044"
2" x 3" x 0.045"
2" x 4" x 0.045"
2" x 6" x 0.064"
2" x 7" x 0.078"
Ul j'-O"l~;~''!-I::.:!dir ;6~~ti~~Tlg ~':"~I9'~: 1
-.. -+--- - - .1..... ',- '~ AII<?~~~tfel9!t_t'.;.t!" __ _ .. _ _ . .. .... !
i 10'-7" 9'-2" I 8'-2" I T-6" ! 6'-11" 1 6"-6" r- 6'=1"--
- -T 13'=1 0;,tu1i:':-o" - r 1O;:':9,~ut 9':':10;' -i-g;-1;; ., 8'~6;'-~-.. 8':':0;0.'
. 1T-5"- 15'-1"'- 13'-6" . 12'-4" ' 11'-5" - 10'-8" - 10'-1"
28'-7" 24'-9" 22'-1" 20'-2" 18'-8" 17'-6" 16'-6"
33'-2" 28'-9" 25'-8" __?.~':5" L 21'-9~'c___2Q'~'~L_t9'-~'
* Maximum chair rail spacing is 6'-8" o,c, Thus with chair rail @ 2'-6" the maximum wall height
without additional chair rail is 9'-2"_
Above heights do not include length of knee brace. Add vertical length of knee brace to above
heights for total upright height.
Using screen panel width toW' select upright length "H",
Example:
Screen panel width "W" = 4'-0";
Maximum "H" for a 2" x 4" x 0,044" x 0,12" Self Mating Beam = ~ 17'-10"1
Lawrence E. Bennett, P.E.
Q\II. EHGIEER - DEVaOPt.ENT CONSU. T ANT
P.O. BOX 4368, SOU1lI DAYTONA, Fl 32121
TEl..EPHofE (904) 787-4TT4
FAX (904) 787-8558
i
~
:~
SEAL
@ COPYRIGHT 1997
NOT TO BE REPROouceo N WHOlE OR N PART WlTHOlJT TIt:: WRITTEN PERMsslON OF LAWRENCE E ea.tETT, P.E
PAGE
27
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Lawrence E. Bennett, P.E.
avL ENGIEER - DEVELOPAENT CONSU.TANT
P,O. BOX 4368, SOUTH DAYTONA, R. 32121
TEl.EPttON: (904) 767-4n4
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1997
NOT TO BE REPRODUcED N WHOlE OR N PART WffiIOUT TIE WRrTTEN PERMISSION OF LAWRENCE E. BeNETT, P.E.
PAGE
29
PURl.N (TYPICAL)
SEE TABLE 13
SCREENED ENCLOSURES
SECTION 1
NOTE: MATCH SLOPE AND EXTRUSION
SIZE AND SPACING FOR RISER
WALL BELOW
CABLE CO/IN:CTION
DET AL 1 (TYPICAL)
SCREEN TYPICAL
H
CABLE CONf'l:CTION
DET AL 2 (TYPICAL)
L
1" x 2. TYPICAL
GRADE
TYPICAL TRANSVERSE GABLE ROOF ELEVATION
NOTE: SDE WALL CABLES ARE RE~ED
WHEN PROJECTION 'SW EXCEEDS
29'-0' meN PROVIlE (1) CABLE FOR
EACH 300 sa. FT. OF WALL AREA
DIAGONAL ROOF BRACING
SEE SCHEMA TIC PLAN
K-BRACING
(OPTIONAL)
SCREEN TYPICAL
1" x 2. TYPICAL
~ (TYPICAL)
RISER WALL
ALlM-LlM BEAM
SEE TABLE 11 OR 18
ALl.t.4NJM COLUMNS TYPICAL
SEE TABLE 13 OR 16
UNLESS OTHERWISE NOTED, SIZE
~S PER APPROPRIATE TABLES
PERt..1ETER WALLS FRA~
SEE TABLE 13 OR 14
TYPICAL TRANSVERSE GABLE ROOF ISOMETRIC
Lawrence E. Bennett, P.E.
avL ENGIIEER - DEVELOPMENT CONSU.TANT
P,O, BOX ~. SOUTH DAYTONA, FL 32121
1B..EPHOtE (904) 787-4774
FAX (904) 787-8658
SEAL
PAGE
@ COPYRIGHT 1997
NOT TO BE REPROOUCED N WHOlE OR N PART wrrnotJT TIE WRrTTEN PERt.ISSION OF LAWRENCE E. BeH:TT. P.E.
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ni~m;NINN.i lU_
=iE C/) 0 :; ::; ::; ::; II .3 ~
.... '<:t U.,. >..-
- a.._ 0 0 0 L..- E
: ~ X 0 ~ xl X xl.. S ;:,
I N I- ~: I:. ',: ;~ ::J E
~.c 0 00' 0)1 0)1 a.,Q __
.a ~ - ~xlx:xiE~ ~
;:, ~ a..'.' cu_~
o ~NINiN X - -=
c w
La wrence E. Bennett, P.E.
avL ENGH:ER - DEVaOPAENT CONSU. TANT
P.O. BOX 4388, SOUT1i DAYTONA, Fl. 32121
TaEPttON: (904) 767-4714
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOlE OR N PART WITHOUT TIE WRITTEN PERMISSION OF LAWRENCE E. BaN:TT, P.E.
PAGE
29
Allowable HeiBht "H"
2" x 4" x 0.055" x 0.120" . _2()'-7" .~ 17'-10"lt~'-11" ~1A'-7" ,_t3~6H+_g~~?~'_" 11'-11"
.2" x 6" x 0.055" x 0.120" 1 28'-7" . 24'-9" i 22'-1" : 20'-2" i 18'-~~1'-6" i 16'-6"
! 2" x 7" x O.062;'x O.1-20"-t3-1'~3;-;j-21'~~r24'-~1-22,::p.--r-.20':S" I 19'-2,,-t1-S;::-f'
,2" x 8" ~ ()~Cn~"_X~~2~.r~] .Aj~~J_- 3~~9" -I 3i .o;;~I29'-3'~- : 2i'='f~5'-4"! 23;:1 Q~=
2" x g" x 0.072" x 0.224" 45'.10"! 39'-9" ; 35'-6" . 32'-5" ; 30'-0" I 28'-1" -: 26'.6"
2" x g" x 0.072" x Oj10" .51'=O';--;-44;~2"--. 39;-6" i 36--'~~' i- 33-;=S-;;-G1 '_3;; T 29-;~6"
-. ----------- /'-. ---- -..---------L--__--L....:"._._____________--'
/
Table 1,3:
Hollow Sections
2" x 2" x 0.044"
2" x 2" x O.OSO"
2" x 3" x 0.050"
2" x 3" x 0.070"
2" x 4" x 0.050"
Self Mating Sections
Snap Sections
2" x 2" x 0.044"
2" x 3" x 0.04S"
2" x 4" x 0.04S"
2" x 6" x 0.064"
2" x 7" x 0.078"
SCREENED ENCLOSURES
SECTION 1
Allowable Spans For Primary Screen Wall Members
(Post I Upright Height)
Aluminum Alloy 6063 T-6
I Load Width = Upright Spaci~ ~
r--y-O" j 4'-0" I s'-o" i 6'-0" r 7'-0" L 8'-0" I g'-O" i
f~- __~
- ---J- --.- -- - ----- Allo~~ble Height:!.....____________ ____ -J
! 8'-11" 1'-9'" 6'.11" '6'-4" 5'-11": 5'-6" . 5'-2"
--+ -9;.10".~ 8'.6";.-.-7':i.--~--&=1-1" +6-;~S'~-+ 6'=5" --5'.8"
-'--'___.--+_n._~._ -.---. -..-~-~..---~---.-.--+-.-- __________ -t--..-____L-________+..___ _'_~_ __ _.-__ __0.._____
; 10'-9" ; 9'-4" ; 8'-4" ! 7'-7" ; 7'-0" --k 6'-7" ; 6'_2"
--~-15;-4~,-i--13;:-3~~;::1O--..-:10'-10~;-! 10'-0" : 9'-5" ! 8'-10" '
- ... J-...__ .----.--..________._.....__ _u___ +___.___.._.+--____..._~___+_-___ ----+_~__..____.___._ ,
' 16'-1" . 13'-11" 12'-t):. ".1..1'-:1"_:. 10~L_~'.:J..Q"_L__~'-3_"__
3'.0"
- -. ---
Load Width =~jJrlg_~t.fu>A~t~
4'-0" 5'-0" 6'-0" 7'-0": 13'-0"
9'.0"
r---~-- .--.-- Load Width = Upri~pacin;L.~ -=--:
n3'_O"-1~'~'~ ~-O'~i-6:_O"~=~-O~ ;. -O"n,_O" -I
T10-'-7" 9'-.2;' .IA"~~~~~~.!-fi~~~1-1" -] ... 6'-6" r- 6'~1;;:
... -1-13'=10" 1i=-o"- )-1Cr=g';-tg'-':1cj;;u-r-gt_1;; r8':.s;;-~ 8'~();;.
11'-5" 15'.1" 13'-6'" 12'-4" 11'-5" I 10'-8" 10'-1"
28'.7" 24'-9" 22'.1" 20':2" 18'-8", 17'-6" _ 16'-6"
33'-2" 28'.9" 25'-8" ;_~~':5" L_21'-9~'_-'___~Q:~'~~__19'-~~'
* Maximum chair rail spacing is 6'_8" O.c, Thus with chair rail @ 2'-6" the maximum wall height
without additional chair rail is 9'-2".
Above heights do not include length of knee brace. Add vertical length of knee brace to above
heights for total upright height.
Using screen panel width "W" select upright length "H",
Example:
Screen panel width "W" = 4'-0";
Maximum "H" for a 2" x 4" x 0.044" x 0,12" Self Mating Beam = 117'-10"1
Lawrence E. Bennett, P.E.
OVI. ENGNEER - DEVELOAElVT CONsu...TIWT
P.O. BOX 4388, SOUTH DAYTONA, R. 32121
TEl..EPHotE (904) 767-4714
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1997
NOT TO BE REPROOUCEo N WHOlE OR N PART wmtour T1-E WRITTEN PERMssloN OF LAWRENCE E. BENETr, P.E.
PAGE
27