HomeMy WebLinkAbout07-6690
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CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
RESIDENTIAL SWIMMING POOL
6690
6690
Permit Ty e: SWIMMING POOL RES.
Class of W rk: 434-ADD/AL T RESIDENTIAL
Proposed U e: SINGLE FAMILY RESIDENTIAL
Square F et:
Est. Val e:
Improv. Cst:
Date Issu d:
Total Fe s: 187.50
Amount P id: 187.50
Date P id: 5/10/2007 Phone:
Work e c: ENLARGING DECK & INSTALLING SCRN ENCLOSURE 36x28
Address: 39449 8TH AVE
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot{s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 12-26-21-0310-00000-0600
18,695.00
Name: MCGILL, PEGGY
Address: 39449 8TH AVE
ZEPHYRHILLS, FL. 33542
DISCOUNT
r:-';'~L - 01
ID
POOL DECK
FINAL
FRAME
REINSPEcn N FEES: Reinspection fees will comply with Florida statute 553.80 (2)( c) when extra inspection
trips are ne ssary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty nstruction c) repairs or corrections not made when inspections called d) work not ready for
inspection w en called e) permit not posted on jOb site f) plans not at job site g) work not accessible.
NOTICE: In a dition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found n the publiC records of this county, and there may be additional permits required from other governmental
entities such a water management, state agencies or federal agencies.
The paYment~. Inspection fees shall be made before any further pennlts will be issued to the pe150n owning same
"Warning tD wner: Your failure to record a notice of commencement may result in your paying twice for
improvemen to your property. If you intend to obtain financing, consult with your lender or an attorney
before rece ing your notice of commencement. "
/'
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--,.-,,/ '4! -
~ -
R PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED .
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
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Contractor/H~meowner:
---+h ~ ,Q ~'O ('.ILL-
r:-' . D '"J
;:::)- Y. - f
Date ReceivetL:
Site:
39449 ~ ~
Permit Type: POD' Renoun. \( ~-'-./)
Approved W/~O comments: ~ Approved withe below comments: 0
/9/Y1f' I(~
r
Denied withe below comments: 0
This commen sheet shall be kept with the permit and/or plans.
Date Contractor and/or Homeowner
(Required when comments are present)
,I I
813-780-0020
City of Zephyrtlills Permit Application
Building Depa1ment
Fax~13-780-0021
Ow\ler's Address
fell Simple Tllleholder Name I ""-
Fee SImple Tllleholder Address I
Owner Phone Number I
Own<< Phone Number I
,Date Receiv!K'
Owner's Name
LOT' I
I 34 y.y:~ g~ ~
I S~ W-...\::t4lf.4Ult-cleARCEllDlll ir ~ irLD ~d-I . 0310 . 00000 ~ DIPOC)
(OBT- ~ PR<lI'Bn'Y TAll NOTICE)
E3 AOOIAlT D SIGN D MOve D DEMOLISH
REPAIR
D COMM D OTHER I Coo eub. d~".k..
D FRAME D STEEL D OllER I
(<pnc'..)CL-\ \ Uy~~ (~......Jcu.~<'~c..\( /SQJuJU'", ~cl~
I V
SO FOOTAGE I I HEIGHT I I ( 54:> J'- '2~ )
1$ l&'. I.D l' S.~ I VAlUATION OF TOTAl CONSlRUCTION
1$ I AMP SERVICE
1$ I
1$ I VAlUATION OF MECHANICAL INSTAlLATION
D ROOFI'lG D SPECIAl TV D OTHER
FLOOO ZONE AREA
J<* ADDRESS
SUj!D1VlSION
wqRK PROPOSED
i
PR\>PoSED USE
TYPE OF CONSTRUCTION
DEj;cRlPTlON OF WORK
I
E3
D
D
I ~ /"'l(')\
NEWCONSTR
INSTAlL
SFR
BLOCK
=LLDlNG SIZE
OJ BUILDING
CJ ELECTRICAl
o PLUMBING
CJ MECHANICAl
o GAS
D
PROGRESS ENERGY
D WRE.e.
;J DL- - (U..-V dl
F....ISHED FLOOR ElEVATIONS
DYES
DNO
=RE
Adchss
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COMPANY
REGISIERED
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FEE CURRENT
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Adchss
License II
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COMPANY
REGISIERED
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FEE CURRENT
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Adchss
License II
~ 1=
=;!/~-2-I =f
~ _ (2) Plot Plans; (2) sets of Building Plans; (1) set of Ere", Fcecco
Minimum ten (10) working days after submillaI dale. Required o"srte. C,,,,,,,,,,,,,,,,", P!""c. "",'C', 'c_ '....,., :. ;
?;.i:=i:~. (~) s~1 ::::fErlefgyForms.
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FEE CURRENT
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Dir ctions:
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~~j~'f 1;. (:ontr;:M';t!'rf SJon h..~~7; f'L ~jon ~
~f ~~'~..f:-". :i.2S00. 1!- Nrnj~~ ~ C~~~!"_~~U ~ ~_ (AiC upgrade!t; over i60G8l
(';\.' ~"r~" C:Cii.H".,iTr-R ';Y;;;:::~J;:TT;~.,;C=
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations, If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County .
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting, It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs, If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance, Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterlWastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Service sf Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks,
US Environmental Protection Agency-Asbestos abatemenL
Federal Aviation Authority-Runways.
'I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone 'V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem waiL
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
Ilf I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
!hiS affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
lumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application, A
ermit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
et aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
tqUiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
nless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
he permit is suspended or abandoned for a period of six (6) months after the time the work is commenced, An extension
ay be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
ustifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
ARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
AYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
ITH YOUR LENDER OR AN ATTORN Y BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
LORIDA JURAT (F.S. 117.03)
~WNER OR AGENT
~ubscribed and swom to (or affirmed) before me this
by
iVho is/are personally known to me or haslhave produced
as identification.
CONTRACTOR
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or hasfhave produced
as identification.
Notary PubliC
Notary Public
ommlssion No.
Commission No.
ame of Notary typed. printed or stamped
Name of Notary typed. printed or stamped
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R~rripr R ppf Pl\l\l~ nf~rp(nrirln
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8;}+;} GaB Bh'tl. 7.&ph)'l'hiils. FL 33541
!.O{':l( ("H\ 1x;Ll e;~"
- - -~~- '\- --, . .-.- -.-., -.-.
J T QH Fn>{> (866) 690-5550
FL Lid!' tfPCH56713
nOOT ATlE' A TlT,'ll\.T~'T'" 'T'T01\.1
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Fax (8j J) 1iS-4g75
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Peggy McGill
Date
Job Addr 55
""......,.,... .l!"'Iloth A___ __ ___
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7.onhurhil''''
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State
FL
Zip 33540
. Ph# 813=715..GOS9
V\tQ:;:;~xPg$';J~lRilQ'N':
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Re.. ove wood deck and fence around existing poOl decK ~>>~>>>>~y>>>~~~~
);
Dig und prep for new deck and reinforcement of existing decking around POO!>
For - aii decking for new deck to tie into existing deck>>>>>>>>>>>;:.>>>>>>>>
Iy & Install tie bar for decking: >~>>>>>>>>>>>>>>>~>>>>>>>>>>>>>>>>>
Iy and Install Decco Drain on deck connecting to house: >>>>>>>~>>~>>>
all decking and footers with concrete with residential fiber: ;:';:';:';:';';:';':>0:>0;:';";'
Pre sure wash and prep both existing and new deck for coating: >>>>>>>~~>>
Ban' Kote entire deck surface: :>:>>:>>>:>:>>:>>>>>>>:>~>:>:>:>:>>>>:>>>>>:>>>>>>>>
~
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Viny in POOl Liner Replaced as noted on separate document: >>>>>>>>>>>>>>
2/07/07
_.-------
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).. All ....-ckng Coated wI Spray Crete f Acryiic Coating: Coior of Choice: >>>>>> _______ Indude'!.J
;r. Sup ly and Install Screen Enclosure wi Locking screen Door Included i
cote of choice: \^Jhite 1 Bronze: >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
App! I final coler coat after screen room is completed: color of choice: >>>>>>
Included !
_..~_._._---~--._-------~._-j
Included I
Client \A/i!! b advised & responsible to pay time and materia! to accomplish any contract change order.
#:1..11 rnat~~ri?l is g laranteed. by the In?J1UfactlU"e and applied as specified by the !nanufactn.rer The abtlve \vor1: is te' tH.~ perf..~"r.!ned in 3ccordz:.Hce
yv-ith t ..e specific::lr.ic.j12 sub!uitted ?h'.)\~e and completed in substanti?l ~T',.}d:"T!13:nlike !Tumner t~.)r the smn C()!ltracted belovy,
tt#ij;r:.Gojl&f*~m~.'<;p6-tt.;j~i $18,695.00
~- -tf3~~~0aCbMlV\_~~_V3il~;~
Te!"n~~;
Date ~/~_g~
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Uate l' Q.jO I
Barrier Reef
BRP T\.fcGill Ren vation Propos?l- 02.07.07.doc
My Commission Expres Qclober 25, MU
Com. No. ~71
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11"11111111 "III "1111"11 "1111111111111111111111' IIlIIUI
2007068442
Rcpl: 1092669 Rec: 10.00
DS: 0.00 IT: 0.00
04/19/07 Dpty Clerk
NOTICE OF COMMENCEMENT
State of Florida
County of Pasco
lHE UNDERSIGNED hereby gives notice that improvement will be made to certain real
Itoperty, and in accordance with Chapter 713, Florida State Statutes, the following information is
pjrovided in this Notice of Commencement:
L Description of Property: Parcel No. \~. ~l.g. J.-I . 0310 .OOCOO .0\000
2!. General Description of Improvement ~a! r~J.J11.. duL "'1~ f.-W'O~
31. Owner Information: Name ~Q.CO~~Q.nn L. ('{\-t. <;"1\ \
Address 3C1~4q ~~ ~ City Z-oeh.~I'"~~ \\~ State f=L ZipS3Sl!;2.
Phone No. ,2f\"3-iIS-lDo19'\ Fax No. 11'\ V\-
A ~,Contractor: Paul Schaper Construction, Inc., 8949 Gall Blvd., Zephyrhills, F133541
5!. Surety: Bauer & Associates, 12210 HWY 301, Dade City, and F133525
JED PITTMAN~ PASCO COUNTY CLERK
61. Lender: Name/Address: V"l 'A- 04/19/07 h:34am 1 of 1
OR BK 7468 PG 3
71. Persons within the State of Florida designated by Owner upon who notices or other
1 Documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes.
8, In addition to himself, Owner designates the following person to receive a copy of the
Lienor's Notice as provided in Section 713.l3(1)(b), Florida Statutes:
Paul Schaper, Contractor, 8949 Gall Blvd, Zephyrhills, FL 33541
~. Expiration date of Notice of Commencement (the expiration date is 1 year from the
Date of recording unless a different date is specified.)
ignatureofOwnerl' ?.J1l~~ ;( m~
rinted Name: ? t G G ~ ft,..tJ r\J ~ .. VVL c..c; ; 'l...
~: fl1J.'fO" ~ 7:2. - '{J. qo c.f. 0 Personally Known
~wom to and subscribed before me this I ~ day of 0"....L~
t . ~
otary Public:
( ype, Print, or St
201rJ.
(,.. . '''''''''' JUDITH L ""UU'ER
\ .~'^.. ~p. 'I. ~
;; ;~..tli."t1f:r: MY COMMISSION I DO 4107~
l' =-~.~;Ji EXPIRES: J\Ile 6. 2Oll9
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ALL .;rPUCABLE BUILDING,
ELECTRiC'AL PLUMBfNG AND
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SCREENED ENCLOSURES
SECTION 1
Table 1.i Allowable Spans fer Primary Screen Roof Frame Members
Aluminum Alloy 6063 T.G
1"or Areas with Wind Loads ~p to 150 M,P.H. and btitudes Below 300.30'.00- NOM (J:2cksonvi!ie, FL)
Tributary Load Width 'W' - Beam Spacing
Hollow Sections 3'-0" 4'-0- 7'''{)- S'-O"
9'.0"
I I Allowable Spa!'! 'L'I bending 'b' or daflection 'd'
i 2- X 2- X O,O~- 9'.10" b S'.?" b 7'-8" o! 6~-1i- b 1 0'-6" bf 0'_140 b} 5'-0" bi
12- X 2'. X 0.OS5- 10' .S" b g'4- b 8'-4" b} T.r bl T -- bl er-r 01 6' ..,- oj
- , 'J
f 2- X 3- X 0,045- 13'4" b 11'.7" b 10'-4" b! 9'.5' bl 0'.9" bI- S'.? bl T ~- b 1
-0
2" X 4- X 0.050" 14"0" b 17.8" b 1"-4," bf 10'-4" bl 9'.7- 01 8'-1'" bl 8'S' 01
Tributary Load Width W' - Be= Sp3cing
Self Mating Sectio!'!s 3'-0" ! 4'-0" 5'-0.' I 6'.0- j 7"-0" I 8'-0- I g'.O.
Allowable Span 'L'! bending 'b' or deflection 'd'
2" x4- x O,()44x 0.100" 1S.-11" b 17'-4" b' 15'-6- b I 14'.?' 0 13'.,- b I 12'-3" bI11'-6- b
2" x 5- X 0.050- X 0,100- 24'.9" b 21'.5" b 19'.2" b' 1 T-6- b, 16'.2" b I 15'-2" b 1 14'-3" b
.
2- x 6'. x 0,050- x 0.120- 28',7" b 24'-9" .0 22"-2" oj 20',,3" D 1S'-9" bd 17'-6- bl 16'.6- b,
Z- x 7" x 0.055- X O,lZ0'. 32'.3" b 27'-11" b 24'-11" b I 22'.9" 0 21'-1- oj 19".9- b/ '1 cr-7- 0
r x T' x 0.055" wi ;pser1 42'-10. b 37'-'" b 33'-2" bl 30'-4" b <")8'-'" .. 'Y:J j ?o'.3- b I ?4',,9" b
2- )(. 8" x o.on~' )(. 0.224- 41'-7- b 36',,1" b I 32'.3" 0-1 27'-3- bj 25'-6- lJ I ?4'.0" 0
: 2" X 9" :x 0.072" X 0..224" 45'.1" b 39'-,- b I 34'-11" b 13'1"~"''f~ ~l 29'-6" bl 27'''<''' b I 20'"," lJ
12" x 9" x 0.082- )(. -0.31 (J. 49'-6' b 42'-1'~ b1 38'-4- bl 35'-0" b 32'.5- o I 30'-4- bl 28'.7" b i
f r x 10" x 0.092" X 0.369" 59'-6" bl 51'.7- b j 46'.,,, b! ~2'-1" 0138'-11- b 1 36'S !:>j 34'4" bl
Snap Sections
9--0"
-
I Allowable Span 'L' ! 0""di"9 '1:, or deflection 'd' ,
1
2" x 2- x O.oM" , l'.S- bl 10'-"''' bl g'-," bl ...... A'. oi 7"0" b/ 7'-2" ol 6'"S" b
o~
2- x 3" X 0,045"" 15'-,- b [ 13'-1" b I 11'-8" bj 10'-a" bl g'-,o" b :- 9'-3" o! 8'.S" b
2" X 4- X 0,045- 18'-5- bl 15'-1'- b j 14'-3" bl 13'-0" 1:> 12'-1" bj ., 10-3'" bf 10' 0" b
2'" x 6" x 0.062'" I 31'.3" bl 27'-1- b I 24'-2- b I 22'-1" b ?O'-S" b! 19'-2- bl 11)'.0" b
?" x 7- x 0.062" r 34'-9- bl 30'-," b I ?6'-1'" bl ?4'-7" b 2?'-9" bl 21'-3" br ?O' -1" b'
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Note;
,. Thicknesses shown are -nominal" industry st3ndard tolerances. No waU thickness shall be less man 0.040".
2. The structures designed using this section shall be limited to a maximum comoinea span and upright height of 55' and
a maximum upright height or 20'. Structures Jarger Li'Jan these limits sha!i have site specific engineering.
3. Spans are based on a minimum of 10#1 SQ. Ft. for up to a 150 M.P.H. wind load.
4. Span is measured from center of beam and upright connection to fascia or wall connection.
5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam
connection to the above spans for iotal beam spans.
6. Purl;n spacing shall not'exceed 6'- 8". For beam spans greater man ~O'.O. :.'1e beam at the cente' purl;n and one
purlin for each 14'-0" on each side of tf-Je center purl;" shall ,nelude latercJ bracing as sho....m in detail (48'-0") span with
pU!1ins at 6'. 8~ o.c. center purjin and (2) purlins each side of center puriin (!eed lateral br2cing,
7. Spans may be interpoiated,
Example; lII'.aX. 'L' for 2" X 4" X 0.050" hollow section with 'W' = 5'-0- == 11'-4~
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Lawrence E Bennett, P.E. FL # 16644
CIVIL ENGINEER. DEVELOPMENT CONSULT ANi
P.o. "ox 2:4360, SOUTH DAYl'ONA. Fl32121
TElEPHONE.: (386) 767~774
FAX: POOl 767-6556
I
I
! ~-:GE
I @ COPYRIGHT 10lX
! NOT TO 32 REPRODUCED IN WHOLE OR IN PART WITHOUT THE INPJTTCN P:;.'l!vHSS!ON OF V\WRENCE =. 3E)J!'!",TT. P:::
1-56
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SECTION 1
SCREENED ENCLOSURES
Table 1,1 Allowable Spans for Primary Screen Roor Frame Members
Aluminum Alloy 6063 T.6
For Areas with Wind Loads up to 150 M.P.H. and u,rirudes Below 300.30"-00" North (J:acxsonviHe, FL)
Hollow Sections
12'" x Z- x O.044~
2~ X 2" x 0.055-
2- X 3'" x 0.045-
Z- x 4" x 0.050"
9'-1 0"
10'.S"
13'-4"
14'-0"
b 8'-7--
b 9'-4-
b 11'-7"
b, 12'-8"
Tributary Load W;dth W' - Beam Spacing 1
Self Mating Sections 3'-0" 4'-0" 5'-0" 6"-0" j 7'-0" I 8'..0- I 9'.0"
Allowable Span 'L' ! bending 'b' or deflection .d'
2~ x 4- x 0,044 x 0,100" 19'-11- b 17'-4" b' ,5.-6" b I 14'-?- b lS'-l- b I 1'7',,3- bI1,'-6- 0
2" x 5")( 0.050~ x 0,100" 24'.9- b 21'-5" b 19'-2" bT 17'-6" b ~6'-2" b I 10'.2" b i M'-3" b
2" x 6" x 0.050- x 0.120- Z8'.7" b' 24'.9" .0 22'-2" 01 20'-3" 0 '3'.9" b(j17.-6" bT ,6'-6" 0
2- x 7")( 0.055" x 0.lZ0" 32'-3" b 27'-11" b 24'-11" b 22'.9" 0 2,'-1- o T 19'-9- bl 10'-r b
r X r X O,05S" wi ipsert 4Z -10" b 37'-1" b 33'-2" b 30'-4" b '28'-1" ';b j 26',3" b I ?4'-9" h
2" X 8" x O.072~' )( 0224- 41',,7" b 36'.," b I 32'-3- b 29'-5- 'II' 27'-3" bi 25'-6" b I 24'.0" b
12" X 9" :x 0.071" )( 0.224" 45'-1" b 39'-1" b I 34'-11" b 31'-11" bl 29'-6" h I 27'-8" b126'-T' h
12" X 9" x O.OS:Z- x-O.31(j. 49',,6- b 42'-11~ b! 38'-4- b 35'.0" b I 32'-5" b I 30'-4" 01 28'.7" b
12" x 10~ X 0.092" X 0.369.' 59'-6" b 51'-7" bT 46'-," b, .42....:.. D 138'-11" hI 36'-5- b I 34'-4" b.
r Tributary Load W;d!h 'IN' =: Beam Spacing
Snap sections ~.-O" T 4~-O." I 5'.0" T 6'-0" 7'-0" ! S'-O" I 9'-0"
AlIow3ble Span 'L' J b..nding 'b' or deflection 'd.
2" X 2" X D.oM" 11"-9" bl 10'-2" b! 9'-1" b ! ..... .n" D I ]'-3" b! 7'-2" bJ 6'-9" b
o~
2" X 3" X 0.04:>' '5'-1" b ~ 13'-1- bl "'-8" bl 10'-a" hI g'-10" b I. 9' ~" 01 8' ~" b
-.:> -Cj
2" X 4" X 0.045- 18'-5- b 115'-1'- bj 14'-3" b r 13'-0" b 12'-1" bl ' 1'-3" 01 10'-0" b
r x 6" X 0.062'" 31'-3" b I 27'-1- b I 24'.2" b: 22'-1" 0 ?O'.S" b j 19'.?" hi 18'-0" b
?" X 7"" X 0.062" 34'..9" b! 30'-1- b I 26'-1'" b I 24'-7" b 22'.9" bl 21'-3" br 20'.1" b'
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Note:
1. Thicknesses shown are "nominal- industry standard tolerances, No waU thickness shall be less than 0,040",
2. The structures desjgned using this section shall be limited to a maximum combined span and upright height of 55' and
a maximum upright height or 20'. Structures larger Lf)an these limits shaIl have site specific engineering,
3, Spans are based on a minimum of ,0#/ SQ. Ft. for up to a 150 M'p.H. wind !oad.
4. Span is measured from center of beam and upright connection to fascia or \,-JaIl connectio",
S. Above spans do not include length of Knee brace, Add horizontal distance from upright to center of brace to beam
conneciion <0 the above spans for tot::ll beam spans.
6. purl;n spacing shall not' exceed 6'- 8". For beam spans greater than <:0'-0" the beam at the center purlin and one
purlin for each 14'.0- on each side of tl-se center pur!;n shall,nclude latera! or:=c;ng as shown in detail (48'-0") span with
purl ins at 6'- 8~ o.c, center pUrlin and (2) purlins each side of cemer purlin r>eed latera! bracing,
7. Spans may be interpoiated,
Example: Max. 'L' for 2" x4" X 0.050' hollow section with 'W' = 5'.0" =: 11'-4~
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Lawrence E. Bennett, P.E. FL # 16644
CIVIl. ENGINEER - DEVELOPMENT CONSUL TANT
P.O. sox 214m, SOUTH DAYTONA. FL 32121
TSLEPHON2 (386) 7fiT..t.774
FAX: (386) 767-6556
.:.G2
@ COPYRIGHJ" 20~
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WPJTTEN P:;RMISS10N OF LAWRENCE E. 3ENNETT. PE
1-56
SECTION 1
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Table 1-3
Allowable Post f Upright Heights for Primary Screen Wall .F!"2me Members
A!uminum Alloy 6063 T-6
Fer 3 second wind gust at velocity of 120 MPH or an applied load of 14. #. 1 sq. ft. ~
i T dbutary Load Width 'W' - Upright Spacing 1
I HolloW Sections 3'-O~ 4',0" I 5',0" I 6'-O~ 7'-O~ I 8'.0" I g'-O" !
Allowable Height 'H' 1 bending 'b' or deflection 'd'
8'.4- b 7',3" b 6' "" b I 5'-11" b I 5'-0" 01 5'-1" bl 4'-10" b
2" X 2~ x o.oM" -0
7" X 2" X 0.055" 9'-1.. b 7'-11" b 7'-1" b I 6.-5' b 5.-11" bT 5'.7" or 5'-3" b
g'..g" b S'-g' b! 7'.11" 0 7' -" b r 6'-11" oi 6'.6" 0
2" x 3" x 0,045" 11'.3" b -"
12'-5" b 10'.9" b 9'-7" bf 8'.9" b 0' -" b 1.7'-7" b I 7'-7- 0
Z" x Jt" x 0.050" .,
r Tributary' Dad Width 'W' Upright Spacing
Self l\Ilating Sections 3'-O~ I 4'-0~ I 5'-0" I 5'-1}" T-O" I S'-O" g'.O"
Allowable Height 'H' 1 bending 'b' or deflection 'd'
Z- x 4" X O,~x 0.100" 16'-11" b 14'-8- b! 13'.1" 0111'-11" b' 11'-1" b I 10'-4" b g'-g" b
I
7" X 5- x 0,050" X 0.100" 20'.11" b 18'.1" b f 16'.2" bl 14'.9" bl 13'-8" b 12'-10" b 1Z-1" b
7" X 0" x 0.050" x 0.120" 24.-2" b 20'.11" b I 18'-9" b 17'-1" bI15'-10" b 14.'-10" b 13'-11" b
2" x 7- x 0.055" x 0.120- 27'-3" b 23'-7" bl 21'-1" b 19'-3" b 17"-10- b 1 6'-a" D 15'-9- b
7" X r x 0_055" wI insert 36'-3" b 31'-4- b I 28'.1" b 25'-7" b 23'-9" bl ?7' -2" bI20'.'," b
17" X 8" x 0_072" x 0.224" - 35'.2" b 30'-6" b I 27'-3" b 24'-10" b 23'-0" b 21'-6" bl 20'-4" b
, 2" x 9" x 0.072- )( .0.224" 38'-2" b 33'-0" b I 29'-6"' b 26'-1'- b 24~-1 ,- b 23'-4" b I 2Z-0' b
2" x g" x 0.082" X 0.310- 41'-10" b 36'-3" bl3ZS bl 29'-7" bj 27'-5" b 25'-a- bl 24'-2'. b
"7" X 10" x 0,092" X 0.369" 50'-4" b 43'.]" b i 38'-11" b I 35'-7" b I 32'.11"' b f 30'-10" b 79'-1" b
Tributary Load Width W'= Upright Spacing
Snap Sections 311_0'" T 4'-0" 5'.0" j S"-a" I 7"-a" I 8'-0" j 9'-0"
AHowable Height 'H' I bending 'd. or deflection 'd'
2"X 'Lx O,OM" 9'-1'. bl 8'-7" bl 7'-0" bl 7'-0' b 16'-6" bl 6' .." b I 5'..9" b
I -,
Z" x 3" x 0.045" 12'-9" bl 11'-0" b 9'.10" bl g'-O" bi 8'-4" b j 7'-10" bl 7'-4,'. b
2" X 4" x 0.045" . 15'.7" b I 13'-6" b 12'-1" bl 11'.0" bT 10'-?" b I' g'.7" bl 0',11" b
2" x 6- x O.(}6Z" 26'-5" b 122'-10" b 20'-5" b I 10'-8" bj 17'-3" b! 1S'-?" b I 15'-3" b
2" x 7" x 0.062" 29'-5" b! 25'-5" b 22'.9" bl 20'-9" b! 19"-3'- bf17'-11" b 1,6'-11" b
. .
" For allowable heIghts at wmd veloe,ties other than 120 MPH, see convers,on t2ble iA on the specification page
for tables at the beginning of this section and ex.smple below.
Note:
1. Thicknesses shown are "nominai industry standard tolera!'1ces. No wall t"jck,-,ess shall be Jess t~.an 0.040".
2. Using screen panel width "N' select u::llight length 'M'.
3. Above heights do not indude length of knee brace. Add horizontal distance from upright to center of brace to beam
connection to the above spans Tor total beam spans.
4. Site specific engineering required for pool endOSllres over 20' in mean rooi height
5. Height is to be measured from center of beam and upright connection to fascia or wall connection.
6. Chair rails of 2:'.x 2" x O.OM" min. and set @ 36" in height can be considered as residential gW8rdrai!s provided t."'ey
are attached with min. (3) #10 x 1.1/2" S.M.S. into the screw bosses and do not exceed 8'-0" in span.
7. .Heights may be interpolated.
CHECK TABLE 1.6 FOR MINIMUM UPRlGHT SIZE FOR BEAMS.
IF SPANS FOR 'C' EXPOSURE CATAGOR'i' ANDIOR WINDZONES OTHE.lZ THAN 120 MPH ARE REQU!RED, SEE
EXAMPLE ON SPECIRCATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECT10N.
Lawrence E. Bennett P.E FL # 16644
ClVIL !ENGINEER.. DEVELOPMENT CONSULTANT I
P.o. BOX 21':368, sotim op.YTONl\. F!. 32~21
TELEPHONE: (386) 7157-<774
fAX: (386) 767-6556
!:'~G
@ CO!>Y;lJGHT 2004
1~58 NOT TO 2: REPRODUCED IN WHOLE OR !N PART WITHOUT TH~ WRJnEN P- ,
,
--> .c c cRlVIJSSIO!\l 0;: LAWREl\'CE C. 8EN:I!E7T. ::>.'" !
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SCREENED ENCLOSURES
SECTJON 1
Table 1.6 MWniom Upright Sizes and Number of Screws for
Connection at Roof Beams to WaIl Uprights or Beam Splicing
Bemn Upright .M!DltnLIni Purlin. Girt Deck Notes Minimum Num.b;ir of s=~ Be:un Stitching j
Slm SlZEI & Knee Brace Sa:e"" Anchors tiS ~ %- tHo lo( '1.... #12 x bn SCl'BW @ 2.:1" O.C.!
Z-x3- 2:",,3- r x 2! x Ow044" 2: FuJI Lap 6 ..: 4 - 1
Z' x 4" Z"x3" 2.. x r x 0.044" ? Full Lap 8 <5 4 #S j
2" x 4" . Z' x4" 2" J( 2" x O.CU" :2 Full Lao 8 5 4- #-10 i
Z-xS- Z-xT 2:' xZ' x 0_044" 2 Fun LaP II 6 s:. 1J'tl ,
Z":x6" 2" x 3" Z' x Z' x 0.044" 4 Fulll:8o iO 8 6 ;::10 1
Z'xo 2" x 4. 2" x 7! x 0,044" 4- Pal".ial lap 10 (3 6 #10 l
'Z'.xr ':2"'x4" Z' X Z' x'U:044" 4 PaflIall..ap 14 12 10 #12 I
r~!1' I 2" x 3" x 0.044" 6 t:>artlal LaD 16 14 12 #14 1
~xr
Z' x 3" x 0.045" 6 Pattiallap 18 16 _1.4 #14- l
Z'x(r 2":.:6" I #14- .
2"xS- T..Xf 2" x 4" x (1.050" 8 Partial Lap 20 i8 16 ,
2"' x 10" 2" ~ a" Z' x 4" x 0.050" 10 PartlaJ Lap -'0 . 1e I 16 #14 I
5_5;""
G~..t ?ldllc ThiGl<lI<::S,.
BAron Sh.5 Th~I(D=
Z')( r x 0.055- x 0.120"" "Ill 0- = O.os:>-
Z" x 8- x 0.017 X 0.:2:24- 1fl'j~ ;;;; O.lb-
I 2" x 9" x 0.072" x 0224" 118" " 0.125-
2" )( go x 0.082"" x 0..306'" 1/0" " 0.120"
? x 10" x 0.092"' x 0.369" 1/4" '" 0--25"
lWnlnwm o...tz:or= ~nd .sp.,dng of Sc..-.:w::s
. Edg" To ConWr" centlel'lo center
fi8 5116" 5ff;
#10 ::JIB" 314-
#:12 1J2'" 1" .
#140( iJ4P 314" 1-1/2"
5116'" 7/ff' 1-3/~"
Wr ~
~ ReIer.; 'b:l each side of.tbe CQlInect!on of th.. heal>> artd uPright and each side of Splice ComtecllolL
-- O.D82"" Wau Utidalcss, 0.310"" ~ rh!clCnelO':'
Note:
i. COnnection of 2!' x 6'" to 2," x 3" shall tr.Ie a full lap cut or 1115" gUSser plate_
2. AJl ~ ~ ~ ~ IN ~ lUiuimwTJ uf 5052 H-3.2 Alley or have a mlnlmum yield Slrel1gOl or 2::lkSL
3. For beam 5Plice connec:tions the number of screws shown is t.~e tolE! for each spli= wii:b 112 IDe =ews on ~ac:h oide of !:he a.!i:.
4. The nUlllber at screws 1$ baSed on the maximum Bllowoble moment of the beam.
5. The ...umbot' of dctk 0h0h0tt; b b=cQ on RAW'_ R T !lppc~ aJiaTOIfI!:>le Joad dem:l !o-- 2.5OQ p~ <;Ol"'-C+..tc end lor-equal "",chor::> ffi2>Y
b(l used. Thenwnber shown is the lDlal use 112 per side_
6. Hollow 5plice connecfions can be made provided the O:>n!".eclion is approved by lI1e engineer.
7. Jf a latger than minimum UDright Is used !he number ot.screw:< i... m." ""'.mP. f"," ".:I"-CO ,,~wj1t> -jJ? rh<< =A~ on earn 6ide- of me
cut
8. All beam In upright COlllled.ions for 2:' :t 1" Da2rfl$ or l"rger shall Mve an intefTllll or extemeJ gusset pla!es. GU:SSez plates ere
required tor ~ or gable splice COMad:Ions.
9. FoT g~ plete e=nectiOns 'Z' x 9" beams or WgOl1l!S11: 3/4. lOng screws.
10. The sidewaU uplight:lhell.novea minimum Oel!lffi sI2:B.ll.S shown abolle, ~.. ~ 2" x ~- upright shall hBvea 2' x: 3- beam.
11, Calinectbeam In UprjghtwJ H-bM. gusset place. orangl;>: clips for each $pIj= ",ittl1f2 the screws on each sice oirha CUt.
12.101 gilt:.w. <= upliylil;ja; (i.t:. Z- J(!J). R.."d 1!1." r x ($" beam row 10r mil;. girt or z- x Z- x 0.044-,
Table 1.7
Minimum Si%e Screen EnclOsure Knee Braces:
:zno Anc::'horing Required
Alumlnum 60113 ,~
ADc:horJil~ Syswn
Z' H.Channel Wllil #10x 1/2"' EACH SIDE
2" !+Channel Wrth 3) #1 0 x 112" EACH SlOE
Z' H-Channe1 WiIh (~) 314" J~ SCl'eWS
(~to be determined by beam size. see ra!:J1e 9.o)
(See Table 1~ For Number And Si:zIt Of Screws)
N.ot9:
i. r=or required knee br.!lCES' greater than <1.'-5" cootact engineer for 5pecn!mtlol1S and de~
2.. CantIlever baam d~ $hoWn 0I'l page i.:32 shaJ1 be used for hCSl: stluct1Jre attad1mt=L'11 ~ knee bmce length EXCe€ds 4'-6".
Brace ~,,~
IJ"-"L'~
To3'-a"
To 4'-$"
~on
2:' X T x O.1J44-
2' x $" x 0.045"
2" It 4" x 0..044" % 0.12"
I
Lawrence E Bennett, P.E FL # 16644
CIVIL ENGINEER - /)r;'VELOPfJEN'rCDNSUUfWT
P.O. so:\( 214368. .soUTH DAYTONA. 'FL32121
1'E..J:PHO~ (338) 7f!l-<,n-.
FAX: (386) 767-1S55O
@ COPYRJGlofT~
PAGE
~OT TO ;;; ~;?~CCi..:~ !.-"; W;"':Ol..C O~ !,.. PI\R'T WrrkOUTTl-IE WJ'if:rTT'EN PeAAAJeE:JON OF ~~ !;;.. ~VNCTT. ~.C
1-61
. -.... \~IC; 1 Nnn:rGrrr
COr"f1Ir-l,.,...,-
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SCREENED ENCLOSURES
SECTiON
2" x Z PURUNS A TfACHED
TO BEAM WI MIN,
(3) #1 0 X 1-1/2" S.MS
CUT 2" x 4", 2" x 5'", OR 2"
BEAMS TO SUDE OVER c
OTHER 2" x 7" & LARGER
PROV1DE GUSSET PLA r:
(INSIDE OR OUTSIDE 3Ei
SAME WALL TH1CKNESS
BEAM WALLS OR LARGE~
(SEE TABLE 1.6)
e e
~ e
-ff.J -----9
e $'/1
MINIMUM SPACING I
(PER TABLE ,_6) I
(SEE SPLICING DETA,L PAGE 1-17)
F?,STENER SIZE, NUMBE
SPACING PER PAGE 1-1~
(SEE TABLE 1.6)
TYPICAL SIDE PLATE CONNECTiON DETAiL
SCALE: 3":::; 1 '-0"
CUT 2" x4". 2" x 5", OR 2" x 6"
BEAMS TO SLIDE OVER EACH
OTHER 2" x 7" & LARGER
PROVIDE GUSSET PLATE
(INSIDE OR OUTS1DE BEAM)
SAME WALL THICKNESS AS
BEAM WALLS OR LARGER
(SEE TABLE 1_6)
-v1\ 1:u{T j
~ -\ ~ J3f ~ T
ee e~ \ .fi~0fZJ I_
-9- ~- -e-- \- - :
e is
a e
e
FASTENER SIZE, Nur.;;2E
SPACiNG PER PAGE 1."::
(SEE TABLE -L6)
ALL GUSSET PLATES S:.--:
BE A MIN!MUM OF 5052 "
ALLOY OR HAVE A r</dNl:,_
YIELD STRENGTH 0;= 23
TYPICAL SlOE PLATE CONNECTION DETAIL - MANSARD ROOF
SCALE: 3":::; 1'-0"
Lawrence E. Bennett, P.t:. FL.:# 16(3-
CIViL ENGiNEER - DEVELOPMENT CONSULTANT
P.O. BOX 2H368, SOUT;; CAYTONA. FL 32~2~
TELEPHONE: (386) 767~77~
FAX: (386) 767-6555
I
,
I
I @ COPYRIGHT 2004
I NOT TO EO!: RE;:>,,::::':C:iC: '\ NHOLE OR IN ?ART WITHOUT Tn" WR!ITEN PERMISSION OF LAWRENCE: E. SE~~NETT. ?E
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SECTION 1 I
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SCREENED ENCLOSURES
SCREEN
,
i I" x 2" O.B. BASE PLATE (TYP.)
SECONDARY
2" x (d - 2 ") x 0.063" :ANGLE
EACH SIDE OF COLUMN WI #10
S_M.S.
(SEE SCHEDULE NEXT PAGE)
CONCRETE ANCHOR
(SEE SCHEDULE NEXT PAGE)
i NOTE: DETAIL !LLUSTRATES
lTYPICAL 2" x 4" S.MB. COLUMN
il CONNECTION
,}
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SCREEN
CONCRETE ANCH.OR THRU
ANGLE OR WI:rHiN 6" OF
UPRIGHT :F INTERNAL
SCREWS INTO SCREW
-BOSSES
NOTE: SELECT CONCRETE
ANCHOR FROM TABLE 9.1
3000 P.S.1. CONCRETE
i
2"" x T x 0.063" PRIMARY ANGL-E!
EACH SlOE i
j
#10 x 3/4" S.M.S. EACH SIDE
(SEE SCHEDULE NE:XT PAGE)
5c" MINIMUM EDGE DISTANCE
FROM EXTERIOR OF COLUMN
TO OUTSiDE EDGE OF SLAB
" 5d D!STP-.NCE
I ,-1/"'-
,-7/S"
-=-]@
.....
I; .-
~
Y'
. <T ll! . Ll I ..I
. m . I I
.! -:t.\-"j
." . -' r
\.--r"l
. L i
GRADE
1-1/4" M!N. CONCRETE
ANCHOR EMBEDMENT
2" 5d
(MiN.) (MiN.)
SIDE VIEW
TYPICAL S.M. OR SNAP
SECTION COL.UMN
(2) ;:;':10 x 3/4" S.M.S. EACH SIDE
PRII\fIARY 2'" x Z' x 0.063'" ANGLE
1'" x 2'" BASE PLATE (TYP.)
-r I
;--;--t-::I
.--J
~ "
Ll
"..:i :t.-
;
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=.
'ijl
""'1'
~ 1-1/4" MIN. CONCRETE
ANCHOR EMBEDMENT
.-:1 .
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r---c 6" (MAX.)
MAX. SPACiNG 24" O.c.
FOR BOTH SIDES
FRONT VIEW
2" X 4" OR LARGER SELF MA liNG OR SNAP SECTiON POST TO DECK nET All S
SCALE: 3'" == 1 '-0"
NOTE: FOR SIDE WALLS OF 2" X 4" OR SMALLER ONLY ONE ANGLE is REQUIRED.
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Lawrence E Bennett, P.E. FL # 166-'!-'!
CIVIL ENGINEER. DEVaoPM&lTCOlVSULTANT
P.O. sox 21~68. SOUTI-l DAYTONA, FL 32121
TELEPHONE: (:>86) 7OT4Tl4
FAX: (356) 7S7.$S6
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1-50
@ COPYRJGrlT 1O~
NOT TO 6E REPRODUCED IN .....HOtE o~ 'N P...RY WITHOUT THE WR'TTS">i PER!ViISSION 01' '.AWRENCE E. BENNETT ? I"
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SCREENED ENCLOSURES
1/8" x 1-1/2" x 0" FLAT BAR
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(5) #10 S.M,S. (MIN.)
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=
';:;;;
a
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O.12S" PLATE OUT ON
450 ANGLE
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EYE-BOLT OR TURNBUCKLE ;=OR
CABLE TENSiON
STAJNLESS STEEL (SEE TABLE)
PERIMETER FRAMING
MEMBER
~u-o
TYPICAL CABLE CONNECTIONS AT CORNER - DETAIL 1
:\
-----, I .
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SCALE: 3" == 1'-0"
EITHER A OR B
& ALTERNATE:
USE (1) 1/4" x 1-1/4.. FE"
~ @ r WASHER EACH SIDE 0:
I @~FRAME MEMBER
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B ~WJ r MJN. (2) CLAMPS REOU
&) ~ I (TYP.)
&)@~ .
J ]1 \::: MIN. 1/4" EYE BCL T. WE
CLOSED (TYP.)
1" x 2" X 0.125" CUP AND (4)
#10 x 3!4R S.M.S. EACH srOE
FOR CABLES
ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A
SCALE: 3" = 1'-0"
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_3WfeDce c. ennen,. .c. r L:;:; ! OS
CIVIL ENGINEER - DEVELOPMENT CONSUL TAN;
P.o. SOX 21'::368. SOUTH O.:\YTOl\!A. i'L 32~2~
T:=LEPHON",: (386) 767...::Tl~
FA)(: (306) 767-6555
J ?AGE
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SECTION 1
SCREENEDENGLOSURES
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CHAJR RA!L ATTACHED TO
POST W/INTERNAL OR
EXTERNAL 'L' CUP OR 'U'
CHANNEL WI M!N.
(4) #:1Q S.M.S.
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SCREW BOSSES
G!RT OR CHAiR RAIL
2" x 2" x O.OM" HOLLOW MIN_
GIRT TO POST DETAIL
SCALE: 3" = i '-0"
CD
FOR WALLS LESS THAN'5'-a" FROM TOP OF PLATE TO CENTER OF BEAM CONNECTION OR
BOTTOM OF TOP RAIL THE SEAM AND GIRT ARE DE.CORA TIVE
SCREW HEADS 'NlA Y BE REMOVED AND INSTAllED IN P!L.OT HOLES
IF G!RT IS STRUCTURAL AND SCREW HEADS ARE REMOVED THEN THE OUTSIDE OF THE
CONNECTION MUST BE STRAPPED FROM GIRT TO BEAM W!TH 0.050" x ,.314'. x 4" STRAP AND (4)
#10 x 3/4." S.MS SCREWS TO POST AND GiRT
IF GIRT IS ON 80TH SlOES OF THE POST THEN STRAP SHP.LL 6E 6" LONG AND CENTERED ON
THE POST AND HAVE-A TOTAL (12) #10 X 3/4." S.M.S.
Lawrence E Bennett, P.E FL # 16644
CIVIL ENGINEER - DEVaOPMENT CONSULTANT
P.O. BOX 21~368. SOUTH DAYrONA. Fl32121
TELEPHONE: (385) 707-4714
FA)(; (386) 707-6S56
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@ COPYRJGHT :ZOO~
1-45 NOT TO BE REPROOuCEO !N WHOLE OR IN "ART WITHOUT THE 'NRIITEN PERMISSION 0-' \W~<=
. .- r LA n._f\lCE C. SENNETT". P.E.
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SCREENED ENCLOSURES
SECTiON
1/4" X 2" LAG SCREWS @24"
O.C- OR #10 X 2" SCREWS @
12" a.c. MIN. AND (2) @ EACH
STRAP
OPTIONAL 1" x 2" OR 2" x 2"'
FOR SCREEN ~
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!:ELF_MA TING
BEAM
(SIZE VARIES)
SUPER OR
EXTRUDED
GUTTER
~
ANGLE, lNTERIOR OR
EXTERIOR RECEIVING
CHANNEL (SEE SECTION 9)
2" x _" x 0.050" STRAP
@ EACH BEAM CONNEC
AND @ 1/2 BEAM SPAC:i'
(2) -;;8 x ,/2" S.M.S. PER S
MAX. D!STANCE FRO:v';=
TO HOST STRUCTURE \t,
24" WITHOUT S!TE SPEC
ENGINEERING
ALTERNATE SELF MATiNG BEAM CONNECTION
TO SUPER OR EXTRUDED GUTTER
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I !\lOT TO Be ,REPRODL:C::O It>: WHOLE OR IN PART WITHOUT THE WRiTTEN PERMISSION OF LAWHENCE E. SENNeTl. Pi:.
SCALE: 3" = 1'-0.
Lawrence E. Bennett, P .E. FL :#- 162
CIVIL ENGINEER - DEVELOPMENT CONSUL T;;tJ'
P.O. BOX 2~..36a, SOUTH DAYTONA. rl 32'2'
TELEPHONE: (386) ?67~Tl'"
FAX: (386) 767-6556
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SCREENED ENCLOSURES
HOST STRUCTURE
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ELEMENTS BRACED t3V
DJAGONALS
PANE::LS J ELEMENTS
UNBRACED BY HOST
STRUCTURE TO BE BRACED
BY DIAGONALS IN
PERIMETER PA.l\lELS (MIN.)
ELEMENTS BRACED BY HOST D.
STRUCTURE CONNECTION
ALTERNATE BRACiNG
_ _ _ PATTERN, CORNER BRAe
STJLL REQUIRED
CABLE OR
r------ K-BRACING
I (IN WAU_S)
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BEAMS AND / OR PURUNS
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CABLE: OR I
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(IN WALLS)
lY'P1CAL LAYOUT
BEAMS OR PURUNS
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CABLE OR
K-8RACir\!G
(IN WAL..l..S)
EACH DIAGONAL TO BE 2 x 2 (MIN) ROOF O!AGC'cc
FASTENED EACH END WI (2) MEET WALL AT WAL..L BR..'
EACPJ #10 S.M.S. (M1N.) AT CORNERS (TYP.)
(POOL ENCLOSURESCREEN ROOF MAY BE .FLAT. GABLE, MANSARD, DOME, OR H!P)
POOL ENCLOSURE DIAGONAL BRACiNG - SCHEMATiC PLAN ViP/V
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SCALE: 3/8" =: 1'-O~
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Lawrence E Bennett, P.E FL # "1 66~
CiVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. SOX 214368, SOUTH DAYTONA, FL 32~2'
TELE?HONc: (386) 767-",n4
FAX: (386)767~56
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SCREENED ENCLOSURES
SECTiO:
~~_ ~,! r :~'1~4~'~X1~~::~~:::~:;
-~ ~ ) ANCHORS (M!1'l)
Ir~
-~4'A
~ M1N.3-3/4"
- 00-. (4" NOMINAL)
SLAB
I
STAINLESS STEEL CABLE
CABLE CLAMP
(SEE TABLE)
NOTE:
SEE PAGE: 1--41 FOR NUMBER
OF CABLES REQUJRED
D1STANCE FROM EDGE (
SLAB =: 5(0) OF SCREW
ALTERNATE CABLE CONNECTiON AT SLAB DETAIL - DETAJL 2B
SCALE: 3" = 1'-0"
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I SLAB (MIN.)
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"-- "-- '- 5d (MIN.)
"-- <"",-, ' .
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0' 11;,; ~ 5d (M!N.)
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SELECT ANCHOR FROM'
9-1, MiN. SHEAR 60?;;. FO
3132" CABLE AND 594;1;: F'O
CABLE, FOR 3/32" CABLE
1/4" x 1-1/2" CONCRETE
ANCHOR (MIN.) @ 5d M]f-,'.
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2500 P.S.L CONCRETE
6 x 6 - 10 x 10 WELDED ''.,^!:~
MESH OR FIBER MESH
CONCRETE
ALTERNATE CABLE CONNECTIONS AT FOUNDATION - DETAll2C
SCALE: 3" = 1'-0"
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Lawrence E Bennett, P_E. FL"# ! 56/..
CIVIL ENGINEER - DEVELOPMENT CONSUL Tf'.NT
P.O. 60X21~368, SOUTH OAYTONAJL 32~21
TELEPHONE: (366) 767-477"
"AX: (386) 767-6556
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NOT TO BE REPRODUCED IN ",VHCU=: 0::< :.; D.c.RT WITHOUT Tf-'''' WRITT"'N P"RJ S
. - - - M! SION OF LAWRENCE E. SEN!\!ETT, P."'.
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SECTION 1
SCREENED ENCLOSURES
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#
GABLE BRACING
General Notes and Specifications:
1) The foHowing shalf apply to the installation of C3bles as additional bracing to DIAGONAL. bracing for pool
enclosures:
2) FRONT WALL CABLES - 7 x 7 OR 7 x 19 ST.a.INLESS STEEL
CABLE DiAMETER TOTAL ALLOWABLE WALLP.REA"
3132- 233 Sq. Ft 1 PAIR OF CABLES
118" 445 Sq. Ft 1 PA!R OF CABLES
.. TOTAL WALL AREA == 100% OF FRONT WALL + 50% OF ONE SIDE W~
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FRONT WALL AREA @ 100% (8' x 32') ==
SIDE WALL AREA @ 50% ( 8' x 20") ==
TOTAL WALL AREA ==
256 Sq. Ft.
80 Sq. Ft
336 Sq. Ft.
EXAMPLE:
. 233 Sq. Ft. x 2 sets = 466 Sc:. Ft > 336 Sq. Ft; thus tvvo sets of 3/32" C2b!es is !equired.
b) SlOE WALL CABLES -7 x 7 OR 7 x 19 STAINLESS STEEL
I CABLE DIAMETER SlOE WALL CABl~ ....
I 3/32" ONE PER 233 Sq. Ft. OF WALL
I 118" ONE PER 445 Sq. Ft OF WALL .
... SIDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS Ti-iAN 233 Sq. Ft.
c) To C3kulate the required pair of cables for free standing pool enclosures use '100 % of each wa!!
area & 50% of the area of one adjacent wail.
NOTES:
1. Where wali height is such that a girt is requjred between the top or eave rail and the chair rail, (i.e.
a mid-rise girt), t'1en the front wall shalf have two cable pairs and they shaH be attached to the top rail
and the mid-rise rail. If more than one additional girt is required between t"e top or eave rail and the
chair rail. then there shall be an additional front waJ! C3bla pair at that girt also.
2. Side wails do not require cables unti) the side wa!J area is graate! thar. 233 Sq. FL The side 'Nall
cable may be attached at the mid-rise girt or the top rail.
3. Standard rounding off rules apply. ie: jf the number of cables calculated is Jess than 2.5 pairs use
two cables; if the numqer of cables calculated is 2.5 pairs or greater use 3 pairs of cables.
L wrence E Bennett, P_E FL # 16644
CIVIL ENGINEER - DEV8.0PMENT CONSU!.. rANT
P.O. BOX 2K368, SOUTl-' DAYTOlllA. FL 32121
TELEPHONE: (380) m-4774
FAX (86) 7157-Q550
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NOT TO BE REPRODUCED IN WHOLE Cf< ':'; ~'::'."I:- ':,"-:..:;;'.;- r;.;= "",'RrrTI=" P=RM'SSIO" 0-' O'^'R~ ~ ~
- . . U" .... . l J\O ~ ~\l"l. .t:.NCc c. BE.~Ncrr_ ;J.E.
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SECTiON 1
SCREENED ENCLOSURES
SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP)
SCALE: 3" = 1'-0"
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11'1 x Z' OPEN BACK FASTENED
I TO POST WI (2) #10 x 1-1/2"
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2"x4"OR2"x6"
SELF MATING BEAM
1" x 2" SNAP SECTIONS
AITACHED TO 2" x 2" WI
Ox 1-1/2" S.M.S. @24"O.C.
OR CONTINUOUS SNAP
SECTIONS OR 2" x 3" (4)
SPLINE GROOVE SECTION
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I'A IT ACH 2" x 2" PURLlNS TO
SELF MATING BEAMS WI (2)
#10 x 1-1/2" S.M.S. INTO
SCREW BOSSES
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L3wrence E. Bennett; P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 214368. SOUTH DAYTONA, Fl32121
TElEPHONE: (386) 70l-4n4
FAX: (386) 767-6556
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SELECT FASTENER SIZE, I
NUMBER AND PATTERI'J I
(SEE TABLE 1.6 & 9.5A OR 9.5B)1
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MINIMUM POST SIZES
REQUIRED FOR EACH BEAM
SIZE (SEE TABLE 1.6)
2" x 3" HOLLOW OR SNAP
SECTION
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@ COPYRJGHT 2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITT"'N P-RMISS 0 OF
-" I N LAWRENCE E. BENNETT, PE