HomeMy WebLinkAbout97-6645
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Parcell.D, # 1/ - f).. I:, '-~.. 00/0 . (/ Yo t1 tJ-
BUILDING PERMIT N8
CITY OF ZEPHYRHILLS Permit-
(813) 788-6611
.66458
Date
J.j'- /1- '17
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
OIID
Zoning: Energy Code: Radon Gas:
Description of Work ~ J~'~ ~ ~ q.... p-4-LdzP-if..bA-lZ._
NO OCCUPANCY BEFORE C,O.
FINAL
Complete Plans, Specifications and Fee Must Accompany Application, C.O,
All work shall be performed in accordance with City Codes and Ordinances,
DATE
Inspector
P~'m;t Fe~ ~ tJ -
Signature ~_~~
Company 11-
City License Registration # ::l.{) J~ Address
/d;;;.=fied L~ense# " Telephone#
1tr z::q::1ZY><<~:~ V7JV (~fl
BUILDING ELECTRICAL cl-O 6/ PLUMBING ~ 0 2.1-- MECHANICAL
Valuation or
Contract Price
J?, ()-&o . CJ-o
~~9--
Ftr. -g;.
Pre SLB . 11 / Cc7 Jk6
Lintel
FRM.
Insul. CL
WL
Driveway
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
pol:./ f,t)'.'l.J
SLB
Tub Set
Water
Sewer
Final r!s-fq?
Breakers
Ducts Ins!.
Compressor
Final
((nR.
'1/ fi/9 -, ti:?D
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,
.. . .. ..
AFRlL 3, 1997
I, DANIEL YA'IES,DBA GUlF IUVER AND ELEClRICAL SERVICES, 1ISCENSED ID ID
BUSINESS IN lHE STAlE OF FlORIDA: 1ISCENSE # ERCXDJ593, IDES HEREBY
GIVE lHE IUVER OF ATIrnNEY ID WALlER WAYNE CRAWFaID DBA: WALlER WAYNE
CRAWFaID CDNS'IROCTION ID RJlL A PERMIT FOR ME RR JOB: lOCATED IN THE
CTIY OF ZEffiYRHILLs,38641 1ZIH AVE, a.JNER HAROlD aMEY.ELEClRICAL
PERMIT .
;#E,(O()O~?93
I7m!2Lf .'
Li)~ f;f~JJl5/1 I~ ()~a/
!>>-hI) I4fJuwd ~ dA1ddidl~)
tuned [LLhtJ ~ 12/J1~ 70 /Yl~
--! ~ ~ cJ~ J {ylAi1 /9q 7
Jy~ ~ c(
, SA, 'r!-ty [?/p~ IJ/2d
_.."~:f'II~ C~~:gNR:~~~9
.... i:" EXPIRES FEB 02. 2001
~ ~ BONDED tHROUGH
'fJIOF~ ATlANTIC BONOlNG CO..IC.
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
\/1t1
:)'-3
Ita ./.\
1 ;' \
OWNER' S NAME ,r; ./7 A..J:t:/
OWNER' S ADDRESS ::<8 (f) t..f I ! Jl!r'
50>?'! (I
,...
JOB ADDRESS
,'! // <://~ PHONE 8/3-" 788-'j..Cf 6--5
,rtl ~ l () Z ..~ L1 A J $ F ( a...
l Lt/V,-- <<,1:.J-fl J I Z {,t u..;J. ' /1 j
} /,/ - / I ('
l (.
LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION
PARCEL I. D.' / j- 626 -.2J - 0 cJ / t/ - 6 St 0 () 0 - 0 / / 0 (OBTAIN FROM PROPERTY TAX NOTICE)
..
t
WORK PROPOSED:..J.....:..New Construction _Addition _Alteration _Repair _Install
_Sign _Move _D~lish
PROPOSED USE: _Single F~ily _M/F _' of Units _M/H
_eo..ercial _Indust. ~ool _Other
DESCRIPTION OF WORK:
_Restaurant & Health Departllent Approval
,
+C I r i () '?J() i~J 'f? '
r'
C' \...". ',,\ ". '" \.....rr"""
-....I --'-J ....c' (\ ~.N Ii \ J/lf, (1 \..., 0..'
ri
~uare Feet,
Height
BUILDING SIZE:
x
RESIDENTIAL:
COMMERCIAL
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~UlLDING
~.
C/ ~
$ / 1 0)0
PERMITS REOUESTED
Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp.
W.R,E.C.
_MECHAlUCAL
$
Valuation of Mechanical Installation
_PLUMBING
GAS
ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fr~e _Steel Other
v
FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA?
******************************************
YES NO
BIITIJ)ER
-'I :'\, \
-~/
Signature
CIlHPARY., I.t-;,!k ~ ~.TWeA--
State Cert. or Regist. f
City License Registration f ,:) t9 h /
..
*****************************
PLUMBER
COMPANY
State Cert. Regist. f
City License Registration f
*********************************
v
Signature
MECHANICAL
COMPANY
State Cert. or Regist. f
City License Registration .
************~*****************************
Signature
~ {..<.-<cr""
OTHER
Signature
COMPANY
State Cert. or Regist. ,
City License ReIt.iJ;tration' ;;2.0.? Y
*******....*.*..~~!:~*!!~~~p'~
. i 1...,........"~,!I.,... ~iR'ii..
PERMIT OFFICER.
v
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
Tbe undersigned understands tbat this pertit lay be subject to "deed restrictions" wbicb laY be lOre restrictive tban City
regulations. The undersigned assUJes responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas bired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations. If tbe contractor is not licensed as required by law, both the owner and contractor .ay be
cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requireleDts lay apply for the intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (813)
188-6611.
FurtberlOre, if the owner bas bired a contractor or contractors, be is advised to bave tbe contractor(s) sign portions of the
"Contractor Sections. of this application for wbich they will be responsible. If you, as the owner sign as the contractor,
you are indicating tbat you, rather than tbe contractor, are responsible for tbe work. If the contractor wisbes you to sign
as contractor that laY be an indication that be is not properly licensed and is not entitled to pertitting privileges in the
City of Zepbyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of .Florida's Construction Lien Law - HOIeowner's Protection
Guide" prepared by the Florida Departlent of Agriculture and Conslller Affairs. If the applicant is sOlN!one other than the
"owner", I certify that I bave obtained a copy of the above described docuaent and pIOlise in good faith to deliver it to the
"owner" prior to COIleDCelent,
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify tbat all the inforlation in this application is accurate and tbat all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developlent.
Application is bereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation bas cOllenced prior to issuance of a pertit and that all work will be perf oIled to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in t4~ jurisdiction. I also
certify that I understand that the regulations of other governJelltal agencies laY apply to the intended work, and that it is
IY responsibility to identify wbat actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
t Departlent of Environaental Requlation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water HanageleDt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t Departlent of Healtb & Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater Treatlent, Septic ranks
t US EnviroDlental Protection Agency - Asbestos abatelent
I also certify that, if fill laterial is to be used in Flood Zone "A. or "A,etc.", it is understood that a drainage plan
addressing a .cOlpensating volllle" will be sublitted wbicb is prepared by a professional engineer registered in the State of
Florida prior to perlit, issuance.
A perlit issued sball 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 tbe technical codes, nor sball is~uance of a perlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every pertit issued sball beCOJe invalid
unless tbe work authorized by sucb perlit is cOIIeIlced within six IOnths of issuance, or if work authorized by the pertit is
suspended or abandoned for a period of six IOntbs after the tile the work is co.enced. One 90 day extension of tile, lily be
allowed for the pertit with fee cbarge of $15.00. !be extension sball be requested in writing to the Building Official. An
approved inspection lUst be logged during each six IOntb period, or the project will be considered abandoned.
WARMING TO 0WlfER: YOUR FAILURE TO RECORD A NOTICE OF COMHEIfCEHElft' HAY RESULT Ill' YOUR PAYING !WICE FOR IHPROVEHEIft'S TO YOUR
PROPERTY. IF YOU Ilft'EIID !O OBTAIN FIIlAHCIll'G, CONSULT WI!H YOUR LENDER OR AM AnORREY BEFORE RECORDIlfG YOUR lfO'fICE OF /' IIV"
COHHElfCEHElft'. JOBS UlIDER $2 IN VALUE DO NOT NEED TO RECORD AlfD POST A "NOTICE OF C CEHElft'". q 4/.... ~5qm7uv
t\ ~
V .1 ,
"..:
STAli OF r;
COUM'lY OF .' j J2
The fore oing 1.
before me this'
was ~~~ledged
, 19~by
STATE OF FLORIDA
coum OF
The foregoing instrument was ac~~dged
before me ~~ ' 19----L-~y
known to me or who has
(
v~
(Name Typed, Printed or Stamped)
NOTARY PUBLIC .~.
ff/llll/llfIWUC 8I'Ie1Ef1I ~
A..... ~OI
COMM'.ION #I CC81_
EXPIRES 1.22.2001
BONDEDTHRU ASA 1.aee.NOTAAYl
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
.
.
NOTAR'fPUBUC STATE OF F~Ut,.,'A
ATHENA SARANTOPOULOS
COMMISSION #I CC615358
EXPIRES 1.22.2001
BONOEOTHRU ASA 1-888-NOTARY'
olfartinit[!!e
, LI\'t OU" 1'C)()L B'1 D'G.~' ~G, A' Ill' x. 3D' Rf1!.iANGaLE
nEPTJ.I AccDRDINLDTo t:>\ME.NS1DN5 BELOW. C.HEe.K
HOLE 'FOR SQ.\J.ARE~E~~ \0 "OU5E.. 5fE e;Xf\Mf>>LE
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OF.,.t4O\.E". ""'," :~...Q"w_t! ~ ~A:.:.:'
~ S~i~':;~~~~N6~':k'
of'' POOL ''TD'~;~If>'c.ii{,'o
."h)'1{~:' '
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Phone: (941) 859-6700
Wayne Crawford Construction
4732 U.S. Highway 98 North
Lakleland, FL 33809
Fax: (941) ~59-4285
ftlllIItrut.... . or lilt date .r_ ","&alot ., 1M ..... ......1IItId lINIn ......... .....
oea.cncc.ro _Ill PIItJ...... ...... ........ ,.... OhrcltaHr,o
PURCHASER: HAROLD CONLEY Ph. HOME: 8 I 3 ~ .,
MAILING ADDRESS: :B)41 lZIH AVE Ph. BUS.:
I J s,~ :iX:>'IU ZIP: 33540
INSTALLATION ADDRESS:
:B)41 lZIH AVE lmlYRHIIlS,FL
LEGAL DESC,:
~
POOL SHAPE: ROCl'AtGJIAR
PERIMETER: 13X29X13X29
1. Exceu..
2. FII8r Sptem CAImlTIr.F.
3, Pump & motor 3 4 HP
4. Method of chlorination AUlO
5. Surface skimmer YES
6. Backwlsh disposal YES
7, Piping & Inlets H" pvc
8. Therapy Jets N/A
9. TIle N/A
10. Interior finish ~
Max. WIdth 11'
IIf Depth 3.5
IIfMIX. Length 2Q' VfWaterArea 3n s/f
ft. to ft. to 5.5 ft. NSPI T~
11. Underwater pool Hght YES 21. TImer YES
12. Main drain YES 22. Test kit YES
13. ,ft. area 23. Manual cleaning equipment YES
14. Deck drainage IHlC A mAIN AS NEElD 24. Automatice cleaner N A
15. LadderlGrabralls YES 25. Start up Chemicals YES
16. StepslHandrall SIEPS RlHD IN ImL 26. Heater NI A
17. Diving Bd, & Stlnd N/A 27. SwlmoutlBench N/A
18. Slide N/A 28, Spa Light N/A
19. Cantllever/coplngltlle NI A 29. Spa with four therapy jets N/ A
20. Electrical hookup ~ GFI ~
Additional Provisions: s:RaN 001RRE 10 <I.JVm RXL AREA - 21' X 37' HIP IUF I:fSl.m
tW.f I( (bo\.o~- .J;IJA'Sh (1t~VY\f>,
CONTRACT PRIC E
POOL TERMS:
Deposit
Fsc:avation
~ll~ ~C~
Ca1vletion
$ 1<XX>. /
$ 700).
: ::
7r:JJ.
TERMS
. <Ii 00 IL/G IIJ
$-~&~fIL_:L~~..!'::~G I
Screen Term .: ( Included in total Price)
50% Depos" $
50% Com pletlon of Scre.n $
Heat PumD:
50% Deposit
50% Instillation
$
$
NonCE TO PURCHASER
",
ThIs propouI when Ilgned by In parties Is I legally binding contract. When the purcha..r Is required to obtain financing
thla agreement Is contingent upon the purchaser obtaining financing, however, If the purch...r Is unable to obt.in
flnlnclng any deposits made may be retained by the contractor as liquidated d.mages.
- CllIIIhIf "......",. 011 0lIlIr III .... C'OIIhcfllr - "....,.,. MIl 'IOItI...... ...,., by. cUy 8IAIIotIDd ClIIIlw 01... Cclnhcfllr .............. 01
.........."".,........ ~....... n. --- _110""'" Io,Mnd'" COIIINc:fllr. AI.......... MIl .........'" _ oonI8IMd III
Ifllr CllIIIhIf.... ~ ---".,.... _110 ........,.,. .....d11v8 otIitr 11IM _.., bffIlIIlIIII dol:wItMI, ~ 0I"'/wmtt 0111III
CllIIIhIf by c..naw" Ill.. _____10".. ~ by ~. r;opy 01"* 00IIbKt to INmIht1w/n(J ___ by.......,. by the 8M"" 01.
............,... 01.. ConfNcIGr,. ,by lllIfIIIlIMCilV...."..,.,
..
DATE: 3-~7
SUBMITTED BY:
,~
~
~vne Crawford
DATE:
ACCEPTED BY:
DATE:q~~
PURCHASER: ' '.
lBrold OJoley , '
DATE:
PURCHASER:
OWNER:
PI'URCHotIIIRI AN HUIINlD NflJ WPl,IOTH MUST lION, IF O't'\N!R IS DIFFERENT FROM PURCHAlER, <MMR MUST SION,
PURCHASER(S), BY SIGNING ABOVE, ACKNOWlEDGE TO ALL THE TERMS AND CONDmONS ON ALL PAGES OF
THIS AGREEMENT EVEN THOUGH SPACE LIMITATIONS REQUIRE THAT SOME ARE PRINTED IN SMALLER TYPE.
03/31/1997 17:20
c:594285
THE ~10RTGAGE SOURCE
PA\;E (13"
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SllOII IU.I. UIaTuk; · PlI.OI'08tm 8'r11.VcTu.us GIVDIG DDtBHsZClll8 a ~as.
8U~.t.unt(J D8PAJrntKHT
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JOB LOCAT10H
PARCEL I.D. ,
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Al.L.lTlfAY ACCl8S FOR
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15 FOctr SI''l'BAC1C
REQU.IRID.
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~
4:
6)( ls4lYt ~
HooSe
UTILITY BUILDINGS
HUST aaow SXZK &
FOUNDATION INFOR-
MATIoN.
20 '4-- CJ~
FRONT PR TV LINB
(NOTE EXAMPLES 1 & 2)
STllBBT ~'~?'t-'l)..J
--=-
1. SKTSACXS FOR Rl, R2 ZONING
60'
2 . IJTBACXS FOR Jt3 ZONING
- 60'~
1 0'
10'
10' EXISTING 10'
t 0
PROPOS aD
20'SGL FAA 30'DUPl.IX
I"R.OHr PJtOPbn LIB
10'
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10' P s
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8' I
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l'1Dn' PROP.An LIB
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- .-:: This lasanunent Prepared Sy:
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Permit No.
III'''' 1111I11'" '''" 1111I "'" '''" "'" II" II"
97034627
Rcpt: 142710 Ree:
OS: 0.00 IT:
03/31/97
6.00
0.00
DDtv Clerlr
STATEOF FI/)~I'd~
COUNTY OF (J (l-tle
I
NOTICE or COMMENCEMENT
TIX folio No,
THE UNDERSIGNED hereby gives notice thlt iJnprovcmcnt will be DIldo to c:enain real property, and in ICCOrdance with
Chapter 713, Florida StatulCS, the followinl iDfcnnation is provided in this Notice ofCommc:nccmeru.
.lED PITTIfAI
03/31/97 03~JpASC01COUITY CLERIC
OR 81C 37 .1.' 9. pOf 1
G 200
I. Dacription ofprope,ty: (leaat description of~. and~~'faV~II~') if) /_-1.LJ '~I
/..-DB It AIVc/~k~D ~Z /\-0 t!{O;J -r't:q; 1OtJ't!Jn )
2.Q~of"-"-':~ce, I~ -t
.pD~/, M~ce JV/ ~ C:7h:O~"LLJ4e
J. ~"':t"'::'" ""/11""'/'; '1 ':5 e-,u IV" e O~ ley, .:31l~<l1 ./ ~tJ.. C~ .j
b. latcrcstinp~ !)WNe~ "Aeph'1rh,'/lsJ FI .33S~O
c. Name and address of fee simple titleholder (if other thlD owner):
4. ~';"Iddn:a:h9fWe- (J/WoP-f'i,..,.; (! /h1..,I"/ <+"l3;;). ~~ qg~. L.k(q,"F'J
b.",-1IUllIbcr: '1~/ -8"59- t;. 7M . \ 0 3.3810
Co FIll_ (opciaaaJ, it - by ra i.....'\llobIe): 8'.5"9 - ~ -< IT"S" (9- <II..)
5, Surety MI A
L Name IDd addras: '/ ~
b. Amount of bond S
c. Phone number:
d. Fax Dumber (optional. if service by fax is acceptable):
6. Lender , 1 _ _ 'AJ~ II __ ~ I
L Name and address: <:5-r-ee"vTree 1-' FYr'T ,"c_./
b. Phone Dumber:
c. fax number (optional. ifscrviee by fax is ICCCptable):
7. Penans witbia the State of Florida dcsipated by Owner upon whom notiCes 01' other doc:umc:nu may be served IS
provided by Sectiaa 713,13(1)(1)7., Florida StltulCS:
L Name aad address:
b. Phoac Dumber:
c. Fax DUlDber(optianal. ifscMce by fIX is acceptable):
S. Ia addiliOD to himscI( Owner dcsi....1CS the followinl pcnon(s) to ra:civc 1 copy of the Limor's Notice IS provided in
SccIiOD 713,13(1)(b), Florida StaaalCS:
L Name aad address:
b, Phone Dumber:
c. Fax Dumber (optional. ifscrvicc by fax is acc:cptable):
9. Expinlioli date ofDoticc of commenc:cmcnt (the cxpintiOD dare is I year &om the date ofrecordinl ualess a different dale
is specified) ~l,-t l4, ~ \ 'l:l~. .
5 "'1IIlI'ubs"illoolllefix.mcby~h" Si_of~
who is personally known to me or prqIuced
ID oetIl. this \.:flst.. of ~~. 19.::t..:l- ~ /'1 ) ,. 7-1' /. _
'. t. 6 ~~ OwacnAddrasvoiPrl ~UL lUUL.
Si_ofN lu;.. '.I.aa-' _- Zef>/1rf'A.'/b r7 ~fll)
PriDtclIJN_ofN ~"-_ _~_ I
CnnlPlti..ioa NI)./Expintioa
SEAL; ~'~lfL MRlEY CRAWfORD
~. ~. ~ COMMISSION' CC417949
EXPItES FEB 02. 3]01
1ONGm1HROUGH
"f\l Aft.ANnc IONOt<<a CO..IC.
ALL OO:ORMA nON MUST BE TYPED OR PRINTED LEGmL Y TO COMPLY wrm RECORDING REQUIREMENTS.
03/31/1997 17:20
8594285
THE MORTGAGE SOURCE
PAGE 04
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- v:--/ THr; POOL PROpOSED FOR CONSTR UCTION AT TH E A !JOVE ADD RESS
DOES NOT CONfLICT WITH ANY UNDERGROUND OR OVERHEAD FACILITIES OF
FLORIDA POWER CORPORATION, PROVIDED THAT THE POOL IS INSTALLED IN
THB 1..OC...1'ION SHOWN ON THl; ATTACHED SITE PLAN PROVIDED TO US I)y
TH5 POOL CONTRACTOR,
THl> POOL PROPOSED FOR CONSTRUCTION AT THE A/JOVE ADDJ<J;.,SS
DOES CONFLICT WITH O/H UIO FACILITlES OF FLORIDA POWEI<
-- -
CO~ORA 1'JON. '
f
,)"j;-'
,~:. .
..... "."" ..............
ARRANGEMENTS HA VE IlEEN MADE WITH US FOR RELOCATION OF THE
FACILITIES SO AS TO CLEAR THE POOL -'>ItEA SHOWN ON THE ATTACHED SITE
PLAN.
'.,
FLORIDA Po.WER CORPORA nON
~ ~ ..$n. "I
STItHEN F. DUNNER
D1STRlBUT10N ENGINEERiNG
&*.3J- '7
n"'Y'UUI.\,$ Ol"t.RATION ~f.NTtR; Jf4SJ Ot'o.' "old. Z,phVfhil" . ~hmd.. 33$<4' . ffUl lU,UH
A Itorifl. /'to"." CtHnp,tty
,/
'POOL ENCLOSURES
FLAT
GABLE
MANSARD
~--" .....-------,
- ,
READy TO SWIM Packages Include the Following
· One Piece fiberglass poolsheU with llFETIME WARRANTY
· Installation, Plwnbing. Eleclrical Hook-ups and Building Pennit fees
· 4' decking aroWld the pool with standard Kool Deck finish
· 8" X 8" Footer aroWld cicek perimeter for screen eDclosW"C
· Stainless steelladdcr in the dcep-cnd of pool except. pools with Swim-<>Uts
· HAYWARD Filtration I}'Btem consisting of Super Pwnp, Cartridge Filter, Skimmer,
· Automatic Chlorinator and fitlings. Filter slab included.
· Hayward Filtration System comes with a J Year Factory Warrqnty
· Automatic Time Clock, 1 OF! Oudet in pool area (if required by code)
· Cleaning package with Vac Hose, Vac Head, Vac Plate, Telescopic pole, Leaf Net
· WaD Brosh, "Aqua Check Gold" Test Slrips and Start-up chemicals
· "Pool School" and complete Customer Warranl)' ~ Maintenance Package
~
~
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WD-I
S/fJ
This. Warranty Deed
Made this
by
27tftayof
December A,D. 19 96
BEULAH B. EMERSON, the unremarried wid~~
and surviving spouse of LAWRENCE N,
RMERSQN deceased
heremarrer calle~ the grantor, to
HAROLD G. CONLEY, SR. and JENNIE V,
CONLEY, his wife
whose post office address is:
hereinafter called the grantee:
(Whenever used herein lhe lenn "p1Inlor" and "I...nlee" include all lhe parties 10 lhis inslNmenl and Ihe
heirs, lela' represenlalives and auilns or individuals, and the su~~e"ors and assilns or c:orpo"'lions)
Witnesseth, that the grantor, for and in consideration of the sum of $ 1 00
and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants,<hargains, sells, aliens, remises,
releases, conveys and confirms unto the grantee, all that certain land situate in
County, Florida, viz:
Pasco
Lots 11 and 1~, Block 40, CTIY OF ZEPHYRHILLS formerly (TOWN OF
ZEPHYRHILLS), as per map or plat thereof recorded in Plat Book 1,
Page 54, Public Records of Pasco County, Florida.
SUBJECT TO covenants, restrictions, easements of record and taxes for
the current year.
P at6fe\h~",~h fl~<(A~di~dls, Jt~mRttii~ntJ.a\a ippuiltnagc~~&er~~ ~PoiiJlJ-io~ in anywise appertaining,
To Have and to Hold, the same in fee simple forever.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;
that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants
the title to said land and will defend the same against the la~ul claims of all persons whomsoever; and that said land is
free of all encumbrances except taxes accruing subsequent to December 31, 19 96 .
In Witness Whereof, the said granlor has signed and scaled these prescnls the day and year first above
written.
Signed, s aled and delivered ill our presence:
. ~
No_: T-€Y'-e -\ A (rl. wee ~~
~~~.~;;~
/".e;,,~L 6, ~,~.1~-~G:iJ
I~ :, .
BEULAH B: EMERSON
Nlme A AdU'rns:
~
"...:
r.w
NI... .. ""IdIJft1:
"'....:
u:sJ
State of
County of
,;'
fi
N... A Addrnr.
Florida
Pasco
The foregoing instrument wa!\'.acknowledged before me this
by . .
27~N' of
December'
, 19
96
BEULAH B. EMERSON, the unremarried widow and surviving
LAWRENCE N. EMERSON, deceas~ ' .
who is personally known to me or who has produced cUr ( u tV'S l ( ( ~b -c::
spouse of
,
as identi fication.
PREPARED BY: TERESA A. WEEKS
RECORD & RETURN TO:
Guardian Land Title, Inc.
33277 Cortez Blvd, Suite C
Ridge Manor, Florida 33525
File No:SR96-1436P
~4
Prinl N.me: .
NObIl)' Public
My Commikion &pires:
DETAIL 11
f "W-l
GRADE
PERIMETER MEMBER
DETAIL 12
,"W- f
MATCH SlOPE AND
,/ EXTRUSION SIZE
AND SPACING fOR
RISER WALL BELOW
J
r
SEE TABLE 2
fOR "H"
J
,
DEl AIL 11 TYP.
DETAIL 12 TYP,
TYPICAL FLAT ROOF ELEVAllON
TYPICAL MANSARD ROOF ELEVAllON
SCREEN TYPICAL
ALUMINUM BEAM
SEE TABLE 1
PERIMETER WALLS
AND fRAMING SIZES
REfER TO TABLE 1
AND TABLE 2 "'"
C-l7 ALUMINUM BEAMS
S"/va SEE TABLE 1
S,.~
VC~
'?c
PERIMETER WALLS
FRAMING SIZES
TABLE 1 AND 2
ALUMINUM BEAM
TYP. TABLE 1
ALUMINUM COLUMNS TV?
SCREEN TYPICAL
ALUMINUM COLUMNS TYP.
SEE TABLE 2
SCREEN
GRADE
DETAIL 13
1" x 2" TYP.
TYPICAL DOME ROOF ELEVAllON
TYPICAL GABLE ROOF ELEVAllON
C-l7s
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RISER WALL
ALUMINUM BEAM
SEE TABLE 1
PERIMETER WALL
FRAMING SIZES
TABLE 1 AND 2
CONCRE TE SLAB AND
fOOTING TYPICAL
SCREEN TV?,
PERIMETER WALL
FRAMING SIZES
TABLE 1 AND 2
CONCRETE SLAB AND
fOOTING TYPICAL
1" x 2" TYP.
ALUMINUM COLUIoNS TYP,
SEE TABLE 2
1" x 2" TYP.
1" x 2" TYP,
TYPICAL FLAT ROOF ISOMETRIC
TYPICAL MANSARD ROOF ELEVA llON
NOTES:
"W- = SCREEN PANEL SPACING
"l" = MAXIMUM BEAM SPAN WITHOUT KNEE BRACE. ADO HORIZONTAL LENGTH
Of' KNEE BRACE TO SPAN fROM TABLES,
"H" = MAXIMUM UPRIGHT HEIGHTS
"SW- = SIDE WALLS CAN BE fRAMED WITHOUT TOP BEAM AND CAN BE
SMALLEST EXTRUSIONS ALLOWED BY SPAN TABLES
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/
/
/
/
,
,
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,
ANGLES MAY BE
SUBSTlTUTtD fOR
V-CHANNELS
1 1/2"x 2"x 0.06"x BEAM HT.
U-CHANNEL "B" ATTACHES TO
./ 2"x ___ 5MB W/ (4) EA. 3/8"
i' LAG SCREWS IN WOOD OR
(3) 1/4" ANCHORS IN CONC,
fRONT WAL4 DOME ROOF, SCREEN ENClOSURE
110 SMS
0.135" PLATE OUT ON 45' ANGLE
1/8"x 1-1/2"x 8" f'LAT BAR
: ' . r-- ~ EYE-BOLT C.P. OR 5.5. ___
. --- fOR CABLE TENSION
PERIMETER fRAMING MEMBER --
1750 LB. STAINLESS STEEL
NOTE:
(1) PAIR Of' CABLES REQUIRED
fOR EACH 300 SQ. FT. Of'
WALL AREA
CANTILEVER CONNECllON DETAIL
2"x2"xO.06"x___ LONG
ANGLES "A" TO f'ASCIA W/
2-3/8" LAG SCREWS AT
EACH ANGLE
EXISTING ANGLE
ALUMINUM COlUMNS TYP.
SEE TABLE 2
TYPICAL DOME ROOF ISOMETRIC
TYPICAL GABLE ROOF ISOMETRIC
PERIMETER WALL MEMBERS
PURLlNS AND CHAIR RAILS
TO BE SIZED PER TABLE 1
AND TABLE 2
DETAIL BELOW
2" x d 5MB
TABLE 1
THIS MEMBER SHOULD BE
THE SAME SIZE AS DOv.N
MEMBER
2" x d 5MB
TABLE 1
"A" = WlDTl-i REQUIRED fOR GUTTER
"B" = OVERHANG DIMENSION
MS- _
CANTILEVERED KNEE BRACE
DETAIL 11 TYPICAL CABLE CONNECTION AT CORNER
110 x 3/4" SMS 0 3/4" D.C.
JOO NAME:
ADDRESS:
NOTCH ANGLE
(OPTIONAL)
2" 5MB
3-1/2" CONCRETE SlAB (TYPICAL)
(2) 1/4" OR (1) 3/8"
MASONRY FASTENERS
2" I-CHANNEL OR U-CHANNEl
2"x 2"x 0.06"x 9" ANGLES
"A" ATTACH TO 2")(___ 5MB
w/ (4) 110x 3/4" SMS 0
EACH ANGLE EACH SIDE
CANTILEVER CONNECllON ENLARGED
MUST REMAIN fOR
ANGLE STRENGTH
DET AlL 12 TYPICAL CABLE CONNECTION AT SlAB
2- x 2- AND 2- x J- KNEE BRACE CONNECllON DETAIL
DRAWING FOR ONE PERMIT ONLY
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SPACING/2 ~ SPACING/2
BEAI.4 SET SPACING -
SPACING/2 ~ SPACING/2
BEAI.4 SET SPACING -
ANGLE LOCATION FOR SUPER GUTTER REINFORCEMENT
RECEIVING CHANNEL
2-1/S.11 '.11 '.11 0,062.
W/ (4) 18 II 3/4. SMS
EACH SIDE Of' EACH BEAM
AND (6) 18 II 3/4. SMS
INTO GUTTER
SL OR SM BEAM
SIZE VARIES
(2) '12 SCREWS W/ MIN.
PENE TRA TlON 0 EACH
RAFTER (PRE-DRILL)
(6) '10 II 2. SCREWS
o EACH BEAM
(3) ,all 3/4" SMS ~
RECEIVING CHANNEL "
2-1/8. II 1. W/
(.3) 18 II 1/2. SMS
EACH SIDE OF BEAM
3. WIDE x 1/8. THK
STRAP AT EACH BEAM
5MB CONNECTION TO SUPERGUTTER
2" x 2" II 0.093. ANGLE
W/ (4) 18 x 3/4. SMS AND
2-1/4" THRU BOlTS EACH
SIDE 0 EACH BEAM
SL OR SM BEAM
SIZE VARIES
'10 x 2" SCREWS 0 24" O.C.
(2) "2 SCREWS W/ MIN.
PENETRATION 0 EACH RAFTER
(PRE-DRILL)
I" II 2" O,B,
RECEIVING CHANNEL ----
2-1/8" II I" W/ (3) 18 II 1/2"
SMS EACH SIDE OF BEAM
GU HE R
] /8" FERRULE W/ 3/8" x 8"
o 24" O.C. LAG SCREWS
TYPICAL SL OR SM BEAM AND GUTTER CONNECTION
SOLlO COVERS ATTACHED WITH
18 II 1/2" SMS 0 6" O.C, WITH \
WASHERS OR COMPOSITE PANEL
WITH 1/4" LAG SCREWS 24" O.C,
(2) 18 x 3/4" CORROSION RESISTIVE
/ WASHER HEADED SCREWS
/ ~ SCREEN ROOF BEAM
o
ALUMINUM STRAP OR 1/4" THRU
BOl T AND 1/2. PVC FERRULE
o 24" O.C, SUPER GUTTER
MAX, SPANS
SEE TABLE BELOW
SUPER GUTTER / SCUD ROOF / SCREEN ROOF COMBINATION
PURLlNS PER TABLES
INTERNAL BRACING 2"x2"xO.120"
EXTRUDED ANGLE T-6 ALLOY
TRIM 1/4" OFF LEG BEAM WIDTH
FOR SPANS GREATER THAN 40'-0"
LATERAL BRACING DETAIL
1"x2" O.B. FASTENED TO 5MB
W/ (2) '10 II 1-1/2" SMS
SELF MATING BEAM
SEE TABLE I
PURLlNS ATTACH TO BEAMS
W/ (2) '10 II 1-1/2" SMS --
OR SNAP BEAM EQUIVALENT
_ 2"1l___ 5MB POST
TABLE J
BEAM TO UPRIGHT CONNECTION DETAIL 11
NOTE: 2"x3" UPRIGHT MUST BE
NOTCHED FOR 2"x2" ROOF
PURLlNS
SQUARES ON VARIOUS BEAM
TO UPRIGHT SIZES DENOTE
POSSIBLE SCREW PATTERNS
M
M
1.4
MB
1.4
1.4
REFER TO
TABLE 3
1"x2" EXTR. FASTENED
TO 2"x2" W/ '10 II 1-1/2"
" SMS 0 24" O.C.
2"x2" PURLlNS ATTACH TO
BEAMS W/ (2) 'lOx 1-1/2"
SMS OR SNAP BEAI.4
EQUIVALENT
BEAM OVERLAP CONNECTION
OR GUSSE T
mcom
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II'>~'"
x x x
<'IN
BEAM TO UPRIGHT CONNECTION DETAIL 12
PURLlNS ATTACH TO BEAMS
W/ (2) '10 x 1-1/2" SMS
3/4" MIN. SPACING
SEE TABLE 4 FOR NUMBER
OF SCREWS PER CONNECT
3/4" MIN, SPACING
NOTE:
SCREW PATTERN FOR THE
CONNECTION USING NOTCHED
5MB WILL VARY FROM THE
SHOWN. SAME NUMBER AND
SPACING APPLIES
CUT FOR PLATE CONNECTION
(PLA TE INSIDE BEAM)
TYPICAL SIDE PLATE CONNECllON DETAIL 13
BENT P 3/4"x2 3/4".0,062"
~
(2) 18 x 3/4" SMS____
1"X2" EXTR. FASTENED TO ~
2"x2" W/ "0 II 1-1/2" SMS
o 24" O.C,
CONNECT 2"x2" TO BEAM
./ W/ (2) ,8 x 1-1/2" SMS
~ ~ CONNECT PERIMETER MEMBER
.....- W/ (2) '8 x 1-1/2" SMS
CUT BEAM
BEAM SIZE VARIES
::::~ BENT P 2"x3/4" SMS INTO POST
(0) ,811 3/4" SMS INTO BEAM
PLATE TO BE SAME WALL
THICKNESS AS BEAM
PLA TE CAN BE INSIDE OR
OUTSIDE BEAM OR LAP CUT
BEAM SPLICE SHALL BE MiN.
OF d-l!2" HEIGHT AND
2(d-1/2") IN LENGTH
MIN. SCREWS PER SPLICE
TOTAL / SIDE OF SPLICE
2" x 4" 6 / 3
2" x 0" 6 / 3
2" x 6" 8 / 4
2" x ]" 8 / 4
2" x 8" 10 / 0
2" x 9" 12 / 6
SPUCE TO BE LOCATED 1/4 TO 1/3
BEAM SPAN AND STACCERED EACH
SlOE Of SELF MA TING BEAM
TYPICAL BEAM SPUCE DETAIL
MAXIMUM SPANS FOR SUPERCUTTER AND 5MB
WITH SCREENED ENCLOSURE ONE SlOE ANO SOlIO ROOF OTHER SlOE
ALUMINUM ALLOY 6063- T6
FOR SPAN "L" OF BEAM; USE SCREEN PANEL WIDTH "W" FROM DRAWING.
LOAO AREA = 1/2 OF SCREEN BEAM LENGTH + 1/2 OF SOliD ROOF SPAN
EXAMPLE: 44'(SCREEN BEAM WlDTH)/2 = 22': 22'(SOlID ROOF WlDTH)/2 = 1"
FOR 2"x 6"1l O.050"x 0.12" 5MB &c 4" SG MAX. SPAN = 13'- ]"
LOAD AREA SCREEN 10' 12' 14' 16' IS' 20'
SOl~ r r r r r r
BEAMS &c 4" SUPERCUTTER
2"x6".0.000".O,120" 16'- 3" 10'- 8" 10'- I" 14'- 8" 14'- 2" 13'- 9" 13'- 0"
2"x]"xO.060"xO,120" 20'-11" 20'- 2" 19'- 6" 19'-10" 18'- 3" 17'- g" 17'- 3"
2"x]"xO.062"xO, 120"
W/ I BEAM INSERT 23'-10"
2"x8"xO.072"xO.224" 25'-11"
2"x9"xO.On"xO.224" 30'- 2"
BEAMS &c 5" SUPERCUTTER
2"x6"xO.OoO"xO.120" 17'- 8" lr- 0" 16'- 5" 15'-11" 10'- 5" 15'- 0" 14'-]"
2"x7"xO.065"xO.120" 22'- 9" 2,'-1,. 21'- 2" 20'- 5" 19'-10" 19'- 3" 18'- 9"
2"x]"xO.062"xO. I 20"
W/ I BEAM INSERT
2"x8"xO.072"xO.224 "
2".9".0.072"xO. 224"
22'
]'
23'- 0" 22'- 2" 21'- 6" 20'-10" 20'- 3" 19'- 8"
24'-11" 24'- I" 23'- 3" 22'-]" 21'-11" 21'- 4"
29'- I" 28'-'" 2r- 2" 26'- 4" 25'- 7" 24'-11"
25'- 5" 24'- 6" 23'- 8" 22'-11" 22'- 2" 21'-]" 21'- 0"
2]'-11" 26'-10" 20'-11" 20'- I" 24'- 4" 23'- 8" 23'- 0"
32'- 5" 3"- 2" 30'-'" 29'- 2" 28'- J" 2]'- 5" ::S'- 9"
OPTIONAL CONC. CAP
BLOCK OR BRICK ----.......
(I) 14 BAR CONT.
ANCHOR ALUMINUM FRAME
_____ TO WALL OR SLAB WITH
1/4"1l 2-1/2" TAPCON OR
_________ EQUAL 6" TAPCON STYLE OR
8" x 8" x 16" BLOCK WALL
DECK OR
GROUND L Vl.
(I) '4 BAR 0 CORNERS ANO
10'-0" O.C, FILL CELLS AND
KNOCK OUT BLOCJ< TOP
COURSE WI TH 3000 PSI
PEA ROCK CONCRETE
MAX. DIFFERENTIAL
IN SOIL HEIGHT
12"
(2) '4 BARS MIN. 2-1/2"
OFF GGROUND
-10--
-10--
S"
-10-- L :2"' j
,. ' &,
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
2" x 2" OR 2" x J" OR 2" 5MB POST
ANCHOR I" x 2" xO.044" PLATE
TO CONCRETE WITH 1/4" II 2-1/2"
CONCRETE ANCHORS WITHIN 6. OF
EACH SIDE OF EACH POST 0 24.
O.C. MAX. OR THROUGH ANGLE 0
24. O.C. MAX.
2" II 2. x 1/S. ANGLE EACH SIDE
/ ATTACH TO POST AND CONCRETE
AT LOAD BEARING WALL WITH
(2) "0 x 1/2. SMS EACH SIDE
,. x 2. EXTRUSION
I 1-1/8. MIN, IN CONCRETE
VAPOR BARRIER
AL TERNA TE POST TO BEAM
AND PLATE TO CONCRETE
3- 1 /2"
NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION
2'-0" MIN.
BEFORE SLOPE MIN 2500 PSI CONCRETE WITH 6x6-10xl0 W.W.M.
OR FIBER MESH TYPICAL
.8~1 (1)/' ~~ CON~T
FIBER MESH CONCRETE DOES
NOT REQUIRE WIRE MESH 8. S"
FLAT SlOPE / NO FOOTING MODERATE SlOPE FOOTING STEEP SLOPE fOOTING
0-2./12" 2./12" - 1'-10' > 1'-10'
SLAB DETAILS ADDRESSING EROSION
NOTE:
ALUMINUM STRUCTURE FOOTING
~" t'? 2500 PSI CONC W/ (2) '4 BARS CONT.
S >\ , '4 BAR MIN. 2-1/2" OFF GROUND
-10-- '
~12.~
RIBBON FOOTING
FOR SCREENED ENCLOSURES
JOB NAME:
ADDRESS:
DRAWING FOR ONE PERMIT ONLY
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TABLE I: MAXIMUM SPANS FOR SCREEN ROOf' BEAMS Of' ALUMINUM ALLOY 6063 T-6
fOR SPAN "L" Of' BEAM; USE SCREEN PANEL WIDTH "w" fROM DRAWING,
EXAMPLE;
SCREEN PANEL WIDTH "W"= 4';
MAXIMUM "L" FOR A 2"x 4"x 0.044"x 0.12" 5MB= 23'-10"
WlDTH"w" S ~ ~ ~ 7' ~ ~
ONE PIECE EXTRUSIONS FOO P1.JRUNS lie BRACING
2"x 2"xO.044"xO.12"
10'- 0" a'-]" ]'- g" ]'- 1" 6'-]" 6'- 2" 5'-10"
2"x 2"x O,093" OR 2"x 3"x 0.050" EXT
tr-ll" 12'- 2" 10'-"" 10'- 0" 9'- 3" a'- a" a'- 2"
EXTRUSION AND SElf' -MA TING BEAMS BEAM SPANS
2"x 3"x 0.050" EXT
15'- 7" 13'- 6" 12'-'" ,,'- 0" 10'- 2" g'- 6" g'- 0"
2"x4"xO.044"xO.120" S.M.B.
2]'- 4" 23'-10" 21'- 4" 19'-]" la'- 2" 1]'- 0" '6'- 0"
2"x5"xO.05O"xO.120" S.M.B.
33'- 6" 29'- g" 27'-11" 25'- I" 23'-]" 22'- 5" 21'- 5"
2"x6"xO.050"xO. 120" S.M.B.
3]'- 6" 32'- 6" 29'- g" 2]'- 0" 25'- I" 23'- 6" 22'- 2"
2"x7"xO.050"xO. I 20" S.M.B,
40'- g" 35'-,," 32'- 3" 29'-]" 2]'- 5" 26'- I" 24'- 3"
2"xa"xO.070"xO.224" S.M.B.
55'- 3" 4a'- 0" 43'- 3" 39'- g" 36'- I" 35'- 4" 34'- a"
2"x9"xO.070"xO.224" S.M.B.
59'-10" S1'-10" 46'- g" 42'-,," 39'-1'" 3]'- 6" 35'- 5"
2"x9"xO.070"xO.310" S.M.B.
66'- 5" 5a'- 2" 52'- 4" 48'- 0" 44'-]" 4"-10" 40'- I"
SNAP EXTRUSIONS BEAM SPANS
2"x2"xO.044" 11'- 5" '0'- 0" a'-1'" a'- 3" ]'-]" ]'-," 6'- a"
2"x3"xO.045"
15'- 0" 13'-'" 11'- g" 10'- g" 10'- 0" g'- 4" a'-10"
23'- 2" 20'- 0" 18'- I" '6'- 6" 15'- 3" 14'- 4" 13'- 6"
37'- 2" 32'-10" 29'- 6" 2]'- 0" 25'- I" 23'- 6" 22'- 2"
43'- 2" 37'- g" 34'- 0" 31'- 2" 29'- 0" 27'- 2" 25'- a"
2"x4"xO,045"
2"x6"xO.064"
2"x7"xO.07a"
TABLE 10: MAXIMUM SPANS fOR SCREEN ROOf' BEAMS Of ALUMINUM ALLOY 6063 T-6
1'00 AREAS SUBJECT TO ICE AND WIND LOAD, AREAS NORTH Of' THE
LATITUDE Of' JACKSONVILLE, fLORID A
fOR SPAN "L" Of' BEAM; USE SCREEN PANEL WIDTH "w" fROM DRAWING.
EXAMPLE;
SCREEN PANEL WIDTH "w"= 4';
MAXIMUM "L" fOR A 2"x 4"x 0.044"x 0.12" 5MB= 16'- I"
WIDTH "w" 3' 4' 5' 6' 7' 8' g'
ONE PIECE EXTRUSIONS FOR PURUNS lie BRACING
2"x 2"xO.044"xO,12"
6'-"" 6'- 0" 5'- 5" 4'-"" 4'- 6" 4'- 3" 4'- 0"
2"x 2"x 0,093" OR 2"x 3"x 0.050" ExT
9'- 9" a'- S" 7'- 6" 6'-1'" 6'- 4" 5'-11" 5'-]"
EXTRUSION AND SELF MATING BEAM SPANS
2"x 3"x 0,050" EXT
,,'- a" 10'- I" g'- I" a'- 3" 7'- a" ]'- 2" 6'- g"
2"x4"xO.044"xO,120" S.M.B.
1a'- 6" 16'-'" 14'- 6" 13'- 3" 12'- 3" ,,'- 6" 10'-""
2"xS"xO,05O"xO.' 20" S.M.B.
22'-"" '9'- I" ,7'-," '5'- a" 14'- 6" '3'- 7" '2'- g"
2"x6"xO.OSO"xO.120" S.M.B.
2S'- g" 22'- S" 20'- 0" la'- 4" 1]'- 0" 1S'-,," 1S'-'"
2" x]" xO. OSo" xO. , 20" S. M, B,
2a'- 3" 24'- 7" 22'- 0" 20'- 7" 1a'- a" 1]'- 6" 16'- 6"
2"xa"xO.070"xO.224" S.M.B.
38'- 2" 33'- 3" 29'-"" 2]'- 4" 25'- 4" 23'- g" 22'- 5"
2"x9"xO,070"xO.224" S.M.B.
4"- 5" 36'-'" 32'- 5" 29'- 7" 27'- 6" 25'- 9" 24'- 3"
2"x9"xO.070"xO.310" S.M.B.
4S'-"" 40'- 0" 3S'- 5" 32'-"" 30'- 6" 2a'- 6" 2a'- 6"
SNAP EXTRUSIONS BEAM SPANS
2"x2"xO.044" a'- 0" 6'-1'" 6'- 2" 5'- a" 5'- 3" 4'-"" 4'- 7"
2"x3"xO.045" '0'- 6" g'- I" a'- 1" ]'- 5" 6'-'0" 6'- 5" 6'- I"
2"x4"xO.04S" '7'- a" '5'- 4" 13'- g" 12'- 7" ,,'- a" 10'-"" 10'- 4"
2"x6"xO.064" 25'- a" 22'- 5" 20'- I" 18'- 4" 1]'- 0" 15'-"" 15'- 5"
rx]"xo.07a" 29'-"" 26'- 0" 23'- 4" 21'- 4" 19'- g" la'- 6" 1]'- g"
ABOVE SPANS DO NOT INCLUDE LENGTH Of' KNEE BRACE. ADD HORIZONTAL LENGTH Of'
KNEE BRACE TO ABOVE SPANS FOR TOTAL BEAM SPAN
PURUN SPACiNG SHALL NOT EXCEED 6'- a" (40x WEB THICKNESS). FOR BEAM
SPANS GREATER THAN 40' THE BEAM O. THE CENTER PURUN AND ONE PURUN fOR
EACH 10' ON EACH SIDE Of THE CENTER PURUN SHALL INCLUDE LATERAL BRACING.
(48' SPAN w/ PURUNS 0 6' D.C, THE CENTER PURUN AND 2 PURUNS EACH SIDE
Of' THE CENTER NEED LATERAL BRACING)
TABLE 2: MAXIMUM UPRIGHT LENGTH FOR SCREEN WALL MEMBERS
ALUMINUM ALLOY 6063 T-6
USiNG SCREEN PANEL WIDTH "w"; SELECT UPRIGHT LENGni "H"
EXAMPLE;
SCREEN PANEL WlDni "w"=4'; MAXIMUM "H" fOR A 2'x4"xO.044"xO, '2" 5MB = '1'-9"
MAXIMUM LENGni "K"
WIDTH "w" 3' 4' 5' 6' ]' 8' g'
ONE PIECE EXTRUSIONS fOR UPRIGHTS lie CHAIR RAILS
2"x 2"xO,Q44"x0.12"
]'-]" 6'- 6" 5'- 9" 5'- 3" 4'-"" 4'- 7" 4'- 4"
2"1( 2"x 0.093" OR 2"1( 3"x 0.050" EXT
10'- 6" 9'- 1" 8'- 1" ]'- ':J" 6'-10" 6'- 5" 6'- 0"
SELf' MATING BEAMS
2"x 2"x O,093" OR 2"1( 3"1( 0.050" EXT
'3'- 0" 11'- 3" 10'- 0" g'- 2" 8'- 6" ]'-,," ]'- 6"
2"1(4"xO,044"xO.' 20"
20'- 6" 1]'- g" 15'-1'" 14'- 6" 13'- 5" 12'- 6" "'-10"
2"x5"xO,050"xO,120"
25'- 2" 20'-10" la'-10" 1]'- c" 16'- 4" 14'- 5" 13'- g"
2"x6"xO.050"xO.120"
2a'- 6" 24'- a" 22'- I" 20'- 2" la'- a" 1]'- 5" 16'- 5"
2"x]"xO,050"xO.120"
31'- 2" 2]'- I" 24'- 3" 22'- I" 20'- 6" 19'- 2" la'- 1"
2"x8"xO.070"xO. 224"
42'- 5" 36'- 8" 32'- 1" 30'- 0" 2]'- 9" 25'-"" 24'- 5"
2"x9"xO.0]D"xO,224 "
45'-1'" 39'-10" 35'-]" 32'- 6" .30'-,," 2a'- 2" 26'- 6"
2"x9"xO.0]0"xO.310"
51'- 0" 44'- 2" 39'- 6" 36'- 0" 33'- 4" 31'- 3" 29'- 5"
SNAP EXTRUSIONS
2"x2"xO.044" a'- 7" ]'- 5" 6'- a" 6'-'" 5'-]" 5'- 3" 5'-""
2"x3"xO.045"
,,'- 5" 9'-10" 8'-10" 8'- 0" ]'- 5" 6'-"" 6'-]"
\7'- 5" '5'-'" 13'- 6" '2'- 3" ,,'- 4" 10'- a" 10'- 0"
2a'- 6" 24'- a" 22'-'" 20'- 2" 18'- a" ,]'- 5" 16'- 5"
33'- 1" 2a'- a" 25'- a" 23'- 5" 21'- a" 20'- 3" 19'- I"
2"x4"xO,045"
2"x6"xO.064 "
2" x 7" xO. 07a"
ABOVE HEIGHTS DO NOT INCLUDE LENGni Of KNEE BRACE, ADD VERTICAL LENGTH Of'
KNEE BRACE TO ABOVE HEIGHTS fOR TOTAL UPRIGHT HEIGHT.
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TABLE 3: MINIMUM 1 SCREWS fOR CONNECTiNG ROOf' BEAMS TO WALL UPRIGHTS
ALUMINUM AllOY 6063 T-6
BEAf.l SIZE UPRIGHT SIZE(MIN} MIN, 1 lie LGni Of' SCREWS REOUIRED.
2"x 3" 2"x 3" 4 1 lax 1/2" DOUBLE SHEAR
2"x 4" 2"x 3" 5 1 lax 1/2" DOUBLE SHEAR
2"x 5" 2"x 3" 6 1 lax 1/2" DOUBLE SHEAR
2"x 6" 2"x 4" a 1 lOx 1/2" DOUBLE SHEAR
2"x ]" 2"x 4" '2 1 lOx 1/2" DOUBLE SHEAR
2"x 8" 2"x 5" 14 1 lax 1/2" DOUBLE SHEAR
2"1( 9" 2"x 5" '6 1 lOx 1/2" DOUBLE SHEAR
· REFERS TO EACH SIDE Of' THE CONNECTiON Of' THE BEAM AND UPRIGHT
TABLE 4: MINIMUM SIZES Of' SCREEN ENCLOSURE KNEE BRACES
AND ANCHORING REOUIREDj ..ALUMINUM ALLOY 6063 T - 6
BRACE LGTH EXTRUSION ANCHORING SYSTEM
0'- 2';- 0"" 2"~ 2"x 0.044" 2" H-CHANNEL W/ 31 lOx 1/2" EA. SIDE
TO- 3 - 0 2 x 3"x 0,050" 2" H-CHANNEL w/ 31 101( 1/2" EA. SIDE
TO- 4'- 6" 2"x 4"x O.044"x 0,12"
NOTCH 5MB OVER BEAM AND UPRIGHT. SEE TABLE 3 fOR 1 AND SIZE Of' SCREWS
NOTE: fOR REQUIRED KNEE BRACES GREATER THAN 4'- 6" CALL ENGINEER fOR
SPECIfiCATiONS AND DETAILS
BRACE LENGTH REfERS TO HORIZONTAL AND VERTICAL LENGni, NOT niE
ANGlE LENGTH.
TABLE 6. ALLOWABLE LOADS ON SCREWS &: BOlTS AS RECOMMENDED BY MANUFACTURERS
SELf' TAPPING lie MACHINE SCREWS ALLOWABLE LOADS
TENSILE STRENGTH 5S,000 psi; SHEAR 24,000 psi
SINGlE SHEAR Ibs DOUBLE SHEAR Ibs
334 668
41a a36
576 1,'52
]34 1,468
76' ',522
1,253 2.506
1.855 3,710
WOOD LAG SCREW LOADS
USING SOUTHERN PINE S.G., 0,55 OR EOUIVllANT 1-1/2" EMBEDMENT
WOOD EMBEDDED INTO MUST BE ^ MINIMUM Of' 1 -1/2" THICKNESS
1 SCREW LATERAL SHEAR LATERAL SHEAR/ METAL PLATES WITHDRAWAL
Ibs Ibs Ibs
1/4" ']0 235 396
5/16" 210 355 624
3/a" 240 4ao ]12
CONCRETE SCREWS lie BOlTS IN CONCRETE
EMBEDMENT MUST BE A MINIMUM Of' 1-1/2" THICKNESS w/ 1-'/4" fROM EDGE
SCREW DIA. 2,0001 CONCRETE 3,0001 CONCRETE
TENSION SHEAR TENSION SHEAR
~s ~s ~s I~
]57 319 825 352
1.057 a1a ',184 898
1,443 1,443 1,776 1,503
1 SCREW
8
10
'2
14
1/4"
5/16"
3/B"
1/4"
5/16"
3/a"
WlniORAWAL Ibs
16]
209
28a
367
380
626
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ADDRESS:
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18. MIN. - 42. MAX.
K-BRACING WHEN REQUIRED BY
LOCAL ORDINANCE SEE DETAiL 1. x 2. OPEN BACK
SlOE WALL VIEW - SCREEN ENCLOSURES FLAT ROOF
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BOL T OTl-lERS SPACED 0
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POST
K-BRACING
CABLE BRACE.
SEE DETAIL
1" x 2" OPEN BACK
K-BRACING WHEN REQUIRED BY
LOCAL ORDINANCE SEE DETAIL
SlOE WALL VIEW - SCREEN ENCLOSURES GABLE OR DIAGONAL ROOF
FOR MANSARD Roor USE 2"x2"xO.044" PE
W/ 2-1/4"' Tl-lRU BOlTS 0 EACH END
DIAGONAL BRACING ADJACENT TO CORNER
REQUIRED AT EACH END Of FRONT WALL
FOR MANSARD Roor
SEE DETAIL A
2" x 3" SS OR CE
FRONT WALL
POST SPACING AND BEAM SPAN
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SEE DETAIL
18" MIN. - 42. MAX.
K-BRACING WHEN REQUIRED BY 1" x 2" OPEN BACK
LOCAL ORDINANCE SEE DETAIL
SlOE WALL VIEW - SCREEN ENCLOSURES MANSARD ROOF
· NOTE: K-BRACE OR CABLE BRACE NOT REQUIRED WHEN END POST
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FLAT ROOF / DOME OR GABLE BEAM CONFlGURAllON
A L I: IA NAL RA IN AN IN S H UL
USE FRONT WALL WIDTH WHEN DETERMINING NUMBER or SMS
FOR Tl-lE SIDE WALL K-BRACING
USE SIDE WALL WIDTH WHEN DETERMINING NUMBER Of SMS
FOR THE FRONT AND OR BACK WALL K BRACING
MAXIMUM WALL NUMBER OF 10 x .3 4 SMS REQUIRED
WIDTH - ABC 0 E
20 -0 2 2 4 2 2
30 -0 2 2 4 2 2
40 -0 .3 4 6 2 2
~ 0 458 .3 .3
60 -0 6 7 12 .3 .3
- MAXIMUM FRONT WALL HEIGHT 10-0
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