HomeMy WebLinkAbout97-6682
BUILDING PERMIT
3s ". 0lJ
~
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
N!
668~
Date
'/ - ;)..3 - 7)7
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Pmperty OW"", f~ . )7!~
Job Address: -3 &-; .3 - ~
Parcell.D. # )1-:1.(, --d.-/-OO/O -/0 Y tJO--1J /10
---
Zon;ng' E~~ Radon;;J: ,;)...S
Description of Work ~ . - 4J1 AVCA'1.-A~ ~ ~
Water Meter:
T.I.F.'s:
NO OCCUPANCY BEFORE C.O.
FINAL
C.O.
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector
Permit Fee
Signature
Company
Address
Telephone#
d~~S-
~ ~ ~/bL
Valuation or J r...,
Contract Price ~ T / I ~ crv
City License Registration # / {;, 7
State Certified License#
a~ ()~~
BUILDING
~:~ SLB'-II:;Iz~1~7 ~~e
.
Lintel
FRM.
Insul. CL
WL
ELECTRICAL
PLUMBING
MECHANICAL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLICATION FOR PKRKlT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
LI-fta -97'
OWNER'S NAME
tftJ
....;>~ tDJ
fY) 0 W EiC.. Y
cP z:d /9i/;E.
PHONE
'7rr~-b '1t:J if
OWNER'S ADDRESS
JOB ADDRESS
S',!JmE
LEGAL DESCRIPTION: LOT(S)
BWCR
SUBDIVISION
PARCEL I.D.' /)-;2b ~.)./ -tJ~/f) - ItJlJo//- /)//0 (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED: ~ew Construction ----Addition ----Alteration ____Repair ____Install
____Sign
_Hove
____De.olish
/' .
PROPOSED USE: _Single Family
____H/F
____' of Units ____HIH
_C~ercial
_Indust.
____Swia. Pool ___Other
____Restaurant & Health Department Approval
DESCRIPTION OF WORK: CON C-~f:TL - ,SC;eL.f,u cR.tJO/ - ;eOtJF
BUILDING SIZE:
It X .JJ . .....'?fo6'
.
,
Square Feet. qnJJ'Height
RESIDENTIAL:
COMMERCIAL :
ATTACH (2) PWT 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.
~UILDING
PERHITS REOUESTED
$
JLJ'//
Valuation of Total Construction
_ELEGTRlGAL
AMP Service
Florida Power Corp.
W.R.E.C.
_HEGBANlGAL
$
Valuation of Mechanical Installation
_PLtJHBING GAS ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: ____Block. ____Fr8lte _Steel
Other
FIlUSHED FLOOR ELEVATIONS:
FT.
IS 'PROJECT IN FLOOD ZONE AREA?
******************************************
YES NO
BUlLD~
CONTRACTOR SECTION
.AL~'
~ COMPANY h'ttlM
. . ~ .10_, State Cert. or Regist.' ~::~b,p-O
~~~ City License Registration'
******************************************
Signature
ELECTRICIAN
COMPANY
State Cert. or Regist. #
City License Registration ,
******************************************
SiROature
PLUMBER
GOHPANr
State Cert. or Regist. #
City License Registration'
******************************************
Signature
KEGHANIGAL
COMPANY
State Cert. or Regist. #
City License Registration .
******************************************
Signature
omF.R
COMPANY
State Cert. or Regist. ,
City License Registration f
******************************************
Signature
APPLICATION APPROVED BY
PERMIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands tbat tbis perait lay be subject to "deed restrictions" wbicb lay be lOre restrictive than City
regulations. Tbe 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, botb the owner and contractor lay be
cited for a lisdeteanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing
requirelents lay apply for tbe intended work, they are ad;iaed to contacl lhe City of Zepbyrbills Building DepartJent, (813)
788-6611.
FurtherlOre, if the owner bas bired a contractor or contractors, be is advised to have tbe contractor(s) sign portions of the
"Contractor Sections" of this application for wbicb tbey will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, ratber than tbe contractor, are responsible for tbe work. If tbe contractor wishes you to sign
as contractor that lay be an indication that be is not properly licensed and is not entitled to perlitting privileges in the
City of Zepbyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN ~AW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify tbat I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law - HOIeowner's Protection
Guide" prepared by the Florida DepartJent of Agriculture and Consuaer Affairs. If the applicant is sOleone other than the
"owner", I certify tbat I bave obtained a copy of the above described dOCUJeDt and prolise in good faith to deliver it to the
"owner" prior to cOllencetent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify tbat all the inforlation in tbis application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, loning, and land developlent.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation bas cOlleDced prior to issuance of a perait and that all work will be perforaed to aeet standards of all laws
regulating construction, City codes, loning regulations, and land developaent regulations in the jurisdiction. I also
certify tbat I understand that the regulations of otber goverDIeRtal agencies lay apply to tbe'intended work, and that it is
IY responsibility to identify what actions I lust take to be in cOlpliance. Sucb agencies include but are not lilited to:
t DepartJent of Environtental Regulation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater TreatJent
t Southwest Florida Water Managetent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t DepartJent of Health' Rehabilitative Services, EnvirODleDtal Health Unit - Wells, Wastewater Treatlent, Septic Tanks
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 voluae" 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 tbe work and not as authority to violate, cancel alter, or
set aside any provisions of tbe technical codes, nor shall issuance of a perlit prevent tbe Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perait issued sball becOle invalid
unless the work authorized by such perlit is cOllenced within six IOnths of issuance, or if work authoriled by the perait is
suspended or abandoned for a period of sillOnths after tbe tiae the work is cOllenced. One 90 day extension of tiae, laY be
allowed for the perait with fee charge of $15.00. Tbe extension sball be requested in writing to the Building Official. An
approved inspection lUst be logged during each six IOnth period, or the project will be considered abandoned.
WARJlING TO OWIIER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPERtY. IF YOU INTBND TO OBTAIJI FINANCING, CONSULT WITH YOUR LENDER OR AN AftORRBY BEFORE RECORDING YOUR NOTICE OF
~. N~L~-roRmDIIDAmA~" ,
SIGNATURB:~ 4 SIGNATUR2: CONTRACTOR
STATE OF FLORIDA A
COUNTY OF .~
The foregoing instrument was acknowledged
before me this , 19~ by
STATE OF FLORIDA~
COUNTY OF ~
The foregoing instrument was a~Wledged
before me this '(p , 19 by
or who has
who is
produced
as identifi ion and who
tak t .
has
(S:J!;ltu
r.ifuy (J11ft1 feLt:;
(Name Typed, Printed or stamped)
NOTARY PUBLIC
~ Randy Allen Daniels
Nolarv Public, State of Florida
. My Comm. Exolres Jan 16.2001
No. CC614195
Bonded Thru: Official Notary Service
1-(800) 723-0121
~ Randy Allen Daniels
Notarv Public. State of Florida
My Comm. Exolres Jan 16,2001
. No CC614195
Bonded ihru: Official Notary Service
1-(800 723-0121
_"""":_..-,JZ"'l",-....".
38626 2nd Ave.
Zephyrhllls, Fl33640
ACE
ALUMINUM
~
'--
SOLD TO /~~ f'ku~
ADDRESS 31' 03 If t::I.. tlA'L
SHIPTO ~Lt;
DATE '1-//- '7
PHONE 7 P ). - C, va 'I
J.'
(
"---
PERMIT
PRICE
TAX
The undersigned agrees to pay TOTAL PRICE
INS lLERS IN FULL ON COMPLETION DEPOSIT
4~ I;MANU CO.D
~ers S lUre
Job No.
Phone: (813) 782-2616
3
75. c ()
17(, ,DC)
. ()6
- 0-
<-/7 / . 0 u
S lTIt ".ok..
, (IW.sIDENTUL usa nUL)' ~
'.
l'AIlC.:I. J. U.
.JL ;J.h
:i I:'; 'I" I'
.~I
. lUlU ,.
a%,
suuu
/p~ClJ
1I1..UCK
t?/4
l.lJT
.J6S'~
it AI t>6.1!... a:JP
l'II()I'I~lln' .IlEASUIlWtt-:lH
/,/[J X 60
..
" ......
I:UUit..:J1T UYIU!..lts
, lti'A)
. /J) t1W &~ ~ .
5~. (;2' (M) ,
~o.a:1(.R)
~.
IlhTE
Y-IIf-97
:
~~.-'
.~ l~
-"r""i.'-; . ,~.t/'l7') ~!
\ ~ t -;i:~;7} I
'\ tl'~ Q l) :18 v :~
_ I~,..~ '80' '
r ~2. t ;.r.
~\I:"
~~ ~I
_.". "~'A~
'"~r''' .N~'
(... ..~IJ
.
I
I
I
I
, .; r'- .......
,':/ '.'i . .
....- ..,I. t.;
.1 "
.,,~
..r-...~.. .:.._->--,... ".....
--1
}, ~
~."
~ c:i
., . .
'I' ~j
t J it,
~l
~I
( .
'3
~
I.
;,!
t
"I
'J.:
o-J
~
~
<.-~ ti
. if - -- --~"t- 1 ~
~, ~ a % ~ ~ ~ ,.~: :r,'
'It 3 ~i1 r -4.:.. -}~()_. --1
j:.;, J':1..',), _._
~I.~'" .'. __'U.'-,. j.
. ':':~':;K""'::"::""<<' <<~
... :iJ5 ~ :',:-' - l..:.....:...:..:... '.'
. '.:.' ,t /f;t:7' I
" . .. _1..._ .._
t.'./' I
.~
:1.,,'
,
",
(\~
; J.!J'
, ~~L~:~ .~ .
\) -7-1./~"'" r
\) .. ., 1
~
~ '
I
i
~
~ ~ I
~ l ~(
, ~
~ (Q
~H
I
I~
~~
--1 ~
I~
I
I
I
,
. (
I "
" !J
i.
J ~ ~
~~
, 0 ~
1. ~<)
j;, ~ ~
1 ~ kl
t I ~l I
-. . -J- 2-{.{)O' ~-... ...I/YiJ~',... ..- , I
I, .~ij..' t /' {~~i4: ~ Jer.aJd ~,i
'. Vi;:.. 'r...'t1:J '. ~'Vi /. I
-f -,,-' '" - ': ~.~' (~ . ......,- 1 :~~1 j
\!. Il~I..... I ..,l' 69.~2'o1/ ~ . ;J I
~ ~~ ~~ 1',,!l.'., ~ N ~ I
~.I; ; J' <... ~f. ~j/''/ ,
,~
\I)
\ ._"-~,_._- ~.. .
. . ...--................-
... .._. e_____"___
;'
c,
fl) ~
() ()\
~ . (1
W ()
Cu""(b
~ ~~
-Ll ~ ~
'11(),-
n\ ~
..:I (t1
6't)
U\ WC
J
<1-..;1
IN
. ,
11
I--
-~-
~~
t'J\ ~
~~
JvM
~~
~ 'f
I.})
"'~
~
~~
~
~
'::.
--0
o
~
, .....
~9v I_ ~ 'fr\
~Lv ~ >< ~ .x
11, ~ o ""1 ....\ --
fl~ V1
~Cl ~~ r 1I1 '\
'" ~j ~
l)~ ); ,b:! ~
*~ c\'l
l\\D .s:.
[,. III ~ ~- r
f , ~~ fl ~
.,v. ~ C>
"- \) $
"'<-. -0 ,.]!a [ 'J~ ~ r,
v t1\
6"
t
~
(
C ~ [
v.~ .
.
- ~
~
t
c..
L
t
SECTION 2 A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS
Table 2.1.2: Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-6
[. Windzone=-~- ---102MPH-'~ 110 MPH-. T.---.120-MPH-.-r-.-125 MP. H 140 MPH
I Al?piie~ho~~~==_ _~~7# ~~q. f!:~l_ 20# i ~~ ~t:_J~2~#j ~q. Ft. J-2_6# i Sq. Ft. 32# I Sq. i=t.
I Loadfm~~~_~2.~:~O.06[ ~i~i~.TMmiItr-I-- jg: jg::
~=-=~1;-~----~-~1i~t~4~ )lij--n~~~~i!i~ --jH~ ~ ..)
. -~ ~. LoadVVidtil- -2",( a" XO.072" x 0.224"Seir Mating Beam .
-- ---5.------ -----2r...-H" ---- ----00- 2S' -10"-----------24'...-1"----- 22'-8"
---- --6.---------25.-7"-- ----23;-r-- ---21.-11"-------20'-8;;--
00-----7'---- --n-23'-8..-------21'-ltj"- ----20'-4"----~ ----19'_2"----
---------~- o.--------~ ------22'-2"----- 20'-5"---- ---19'_0"------- 17'-11 ,;-
g' ------- 20'-10"u- 19;-3;'-- .17'_11;'-- - -- 16'-10"
.~....j!;.~;--_~11ttlj~;_.-~1~~_1f::i~~=1_~-ii~~== 1=.~iH;
Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam
---------5.----- ---31....-1"-----~- 28'...-8..------26....-9..--- ------2-S'-1" 22'-8"
-----6.---- ----28.=4"--- --- 26;-2..------24'...-5" -22"''''-11''- -----20;...-8"
- 7.--------26'--3"--- 24'-3"---- ----22'-r.-- -- 21'-3;; --- -19'-2"
--~-------8.---~----- 24'...-7"---- ---22;-0"- ---21'-1"-- -19''''-10;;-- ---17'--n"-~
----.---- --_._..._._--._.~ -- -------~ "-_.._-- ------------ ---'~-------- --------- i
9' 23'-2" 21'-4" 19'-11" 18'-9" 16'-11",
-------10' 21....-11" ------ 20'-3"--- ---18'-11"--- -17':.9"-----------16'-CY' ----~
----------.....---- --20....-11;;---------- --.19'.4"--- ---18....-0;;---- ---16':'11"-- ----1S'-3"----"
--~----12'-- 20'-1" -- ---18'=6"- -11''''-3'' 16'-3"---- -----14....-r'------.J
---ToadWldtti- 2"X9"xO.072")(~O:310"SeifMafing--Beam- --~- -____m____ i
-----5.- --34'-7"---'--31'=--10,,------29'_9"- 27'-11" ----25'-2"
-----6'-- --31'-7..--------29....-1..------- -27':'2"--- --2S':.s"--- --22'-11 ,j
7' . 29':.j"-----26'...-T1..----------~25'-1" 23'_7"- -----21'-4" ~
--8.-------27'-=4"--- -----8'_2;;--- ---23'-6"-----22'-1;;- -- ..- --19....11 to;
-~-----9.----- ---25'_9;;----- .----.23'-9..-----~-------22'...2"--- -20''''-10'' - -~ ----18'-9"
--10' ---24'=--5;;-- ------22'-6..------- ----21'-0..--- ---19':.9"------17'...-10"--- .
---..1'-------23'-4"~- --------21'=6i1--- --~ - 20'...-0'.-----18'-1 o"-~ ------16'...-n"m--
---iX--- ~2'-4i1----- ---20'-~--- - ...--19'-2"---18''''-0''- --- -- .----'16'-..3"------'
-----------. ---------- ___.1____________ - __ ____ __.___ __~__ __..____ ___1.__ _____ _..._____
SEAL
Lawrence E. Bennett, P.E.
avt. EM>>EEn ~ De\IEl~ Cl:WSlI. TANT
P.O. BOX 4388, SOUTH DAYTONA, F1.. 32121
l'EL.EPHON: (904) 787-4774
FAX (804) 787-8588
PAOE
11'-6"
10'-11 ;;
10'-5"
'-9'--11 "
20'-5"
--.-- -. ----
18'-7"
._-~----------_._--- ---.- .
17'-3"
16'-2"
15'-2"
14'-5"
13'-9"
13'-2"
50
@ COPYRIGHT 1997
NOT TO BE REPRODt.lCeD N WHOlE OR N PART wrmovr TlE WRITTEN PSMSSION OF LAWRENce E. Be#ETT, P..E.
SCREEN, VINYL & GLASS ROOMS
SECTION 3
Table 3.2: Allowable Post/Upright Heights for Screen, Vinyl and Glass
Rooms, Hollow, Snap and Self-Mating Extrusions
Aluminum Alloy 6063 T-6
Extrusions
- ---.,------------l.-oadWjdt'i-;pos-t/Uprlghf-Spaclng -. __~_'u__.___.
Hollow Sections ~-36~~- 42';-1-48;;-[_~:I6.~~~[i~:=C7~~]-78;'-1--84" ---1,0;;-
____ ~~~!lable Helght_:tf" ~pan] _______ __ ____ _______
2" x~2;;~x-~~~~~=-~~-_ ~-_~=:== _~'-1Q" 7'-3" 6'-10" 6'-5" 6'-1" 5'-10" 5'-7" 5'-4" =r- 5'-2" 4'-11"
~;~ ~;;-Z-~~~~g;;~~-------- ~f;~~:: 1~~~'" ::~ij::::~:: ~~:J:: ~~~:: :~~~~~ _~;:~;;_I~~~9;n ~::i;--
~~i ~~. = X:X~X~ .... :=:::U~t;_1~,!i~ ~~:;:1~~~. 1~li. :1~;~" -t:T;,,~:-W-n:~~-_ .::~5;,j
** Note: Screen splines on 3" side - extrusion turned wI 3" side parallel to sole plate.
r-
i
Snap Sections
- -- -----------[oildWldifi=-posiiUjirighlSpaclng-----------
u~~~ii~[ 4~~1.-48"L~_!'_ _[~~~~_=L~66~~..__r78~-84~~-900i=
- - -- -~- - -----f-- ------- _-ffi~~I~wa~~_I:f~eIQ!!~_"H~'E[S~J!~~!11~_-- --- ------- --------/---- --- --
9'-3" 8'-7" 8'-0" 7'-7" 7'-2" 6'-10" 6'-6" 6'-3" 6'-1" 5'-10"
- ---._- --- ...- __-0 --'-'--'-.- --------- _ --___ -_______ ________ _~...__.._~~_ ___.u... _ __. __________ .n____ _n _._.___
12'-2" 11'-3" 10'-6" 9'-11" 9'-5" 8'-11" 8'-7" 8'-3" 7'-11" 7'-8"
_.1~-~:_ J~'-r 13:-3'~ 12'.5" !..1.'::.10" 11:::~:"" 10'-!!'--_!q':1~~__~'~11."__~~~"_
2" x 2" x 0.044"
-.. -
2" x 3" x 0.045"
- +- - --
2" x 4" x 0.045"
- ---------------LoadWldth = PostJUprighiSpaclng---- --- - ____HUm
S~~MatlngS~tlons _~ij~~-4r ~~~~6~~[~_~~~~
Allowable Height "H" [Span]
2" x 4i' x 0.05SiiX 0.12"- . 17'-11;;--16'-8;;-15'-7" 14'=-8"- 13''::11" 13'-4;;-12''::9'' --12''::3;;--11;'::9"-11'-5"
--.- ------ ~ _.__~.___ ~__n____._ __._.__.___ _.___ ____~_~ ____._.____ _ _.__~~_._~.~_._______._._ ___________
2" x 6" x 0.055" x 0.12" 24'-11" 23'-2" 21'-8" 20'-5" 19'-4" 18'-5" 17'-8" 16'-11" 16'-4" 15'-10"
--.- ----- -- ---.-.- --+_.__._------- .-----.---- -'-- ..- --~ -- ---- ___no _____.._..____. _______..____~___~_.~_
2" x 7" x 0.062" x 0.12" 27'-4" 25'-4" 23'-8" 22'-4" 21'-2" 20'-2" 19'-4" 18'-7" 17'-11" 17'-4"
- -----.------ -_._---_._---~----_.-._---------._-_. _.--- -------- . ---~ .--.-.----- -.-..- _.._-_.._--~--~---
2" x 8" x 0.072" x 0.224" 36'-2" 33'-6" 31'-4" 29'-6" 28'-0" 26'-8" 25'-7" 24'-7" 23'-8" 22'-10"
-+.._-------- --- _. -.-.--.---.- -'--"-_._~ ------ --_._------ .-.--------. ------- --.-.- --...-------.---...-- --...---.
2" x 9" x 0.070" x 0.224" 40'-2" 37'-2" 34'-9" 32'.9" 31'.1" 29'-8" 28'-5" 27'-3" 26'-3" 25'-5"
---- -----.-.- ._. ----.-.-- -- - -.-.---- - ~.._-_._- .. ..---- -- -- ----- --.--- .------.-- -..----- -'.
2" x 9" x 0.070" x 0.310" 44'-8" 41'-4" 38'-8" 36'-5" 34'-7" 32'-11" 31'-7" 30'-4" 29'-3" 28'-3"
i. Maxiiriumchair raifspa-Cfng is6'~"o.c. -Thus wiiJ1-chaliran@-2'-6" lhe-maximum wall height
without additional chair rail Is 9'-2".
Notes:
Glass Rooms; The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H.
wind load requirements to the above upright sizes increases the strength so that additional framing is not
required.
Using screen panel widih 'Vv''' (See typical glass room drawilly.), select upright required from the maximum
height allowed for each extrusion.
Lawrence E. Bennett, P.E.
0\11. ENGItEFR - DE\lB..CFM3YT CONSU. TANT
P.O. BOX 4388, SOUTH DAYTONA. Fl 32121
TB..EPHOfE (004) 787-4n4
FAX (004) 787-85lle
SEAL
@ COPYRlQHT 1007
NOT TO BE REPRODUCED N WHOlE OR N PART WlrnOUT 1lE WRTTEN PmMSSION OF LAWRENCE E BEH'ETT, P.E.
PAOE
75
SCREEN, VINYL & GLASS ROOMS
SECTION 3
SElECT EDGE BEAM TABLE 3.1
t:-. - -----.---------' .-.-_. ---,-.
- ___n__~___,,_ -.--.....----.- --_._-~- .--- -- ---...---.-
--- LW--
FOR MAX.
lPRIGHT
LENGTH r x 2.
-- .n -.-- -- -- .-.--... u____. - -,
VARES NO MAX. (B.EV. SLAB OR ON GRADE)
-- --
./"'
.;~
----.- --=:=1
ROOF
-j
3-1/2. SLAB ON GRADE
OR RAISED FOOffiG
:r:
___n . _'n_ 1
TYPICAL GlASS ROOM WITH SOLD ROOF. TYPICAL FRONT YEW FRAMNG
. (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF rx2. PLATE TO BOTTOM OF WALL BEAM)
ALTERNATE CONNECTION AT
FASCIA ALLOWED
SEE SECTION 7 FOR DETAILS
LOAD WDTH
FOR ROOF PANELS
,-- LW-n'---r c=::/
_ ______ I -- ~,n--- P/2 _-,
_..-._---~.- ...--' ....
-----
.-----
SOLD ROOF
SIZE BEAM AND COL~S
PER TABLES
j
O.H.
EXlsrno
STRUCTmE
P . PRO..eCllON FROM BLDG.
LW · LOAD WDTH
VARES
r
L P VARES ---l
TYPICAL SCREEN I GLASS ROOM
NOTES: ANCHOR r x 2. OPEN BACK EXTRUSION WITH 1/4.x2-1/4. CONCRETE
FASTEfER MAXIMUM OF 2'-0. ON CENTER AND ~ 6. OF UPRIGfT
ANCHOR r x 2. TO WALL WITH 2-1/2. '10 SHEET METAL SCREWS WITH
WASHERS 2'-0. ON CENTER. ANCHOR BEAM AM> COL~ NTEANALlY
OR WTH ANCHOR CLIPS AM> #10 SCREWS AM> W ASH:RS.
MINIMUM SLAB THCKNESS FOR SlAB ON GRADE IS 3- V2. CONCRETE
SELECT FRONT WAll BEAM FROM TABLE USNG LARGER . A. V ALlJE OF
P/2 OR P/2 + OH
.p. IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WAll BEAM.
Lawrence E. Bennett, P.E.
CtVL ENGI1EER -- DEVa.OPM:NT CONSU. TIINT
P.O. BOX 04388. SOUTH DAYTON^- A. 32121
~1OtE (904) 787-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1997
NOT TO BE REPRODUCED N WHOlE OR N PART wmfOCJT T1-E WRrTTEN PERMSSlON OF LAWRENCE E. BEN-ETT, P.E.
PAGE
63
SOLID ROOF PANEL PRODUCTS
SECTION 7
Table 7.1.3: Allowable Spans for Roof Pan Panel Products for Various Loads
Industry Standard Products 3105 H-28 Aluminum Alloy
: 3" x 12" X 0.026" Paneis '-
I. .- _ _ ___ __... ...__, _________._.._.._.__ _ _ _ _. ..
t. -~wlnd---IApPi?e'lrlll3-UI~J~~hang Condition -----Wind--m-Ap~il~~S~dBO~~:h~~g Condition i
'_J3-,gIQ~ L9!1d. ~.9~~ -Y-jj:~ _2~-jj;;_ -!"~:~[-~~:ii'~ __~!!gI9n __. __L9~d NONE -1'.0~ r 2'.0" ' 3'.0" r 4'-0" I
I 102 M.P.H. 17 16'.11" 17'-1" 17'.5" 17'.11" 18'.9" 102 M.P.H. 29 12'.11" 13'.2" 13'-7" 14'-4" 15'-3"
I iii =:~:~: ! . !I li::E ,~1;i~" il:f: 1~~ llj\~. ~lii !ir--:r :,E~: ':E" iiJ !!::: iH~
I 140 M.P.H. I 32 12'-4" 12'.6" 12'-11" 13'.9" 14'-9" 140 M.P.H. 56 9'.4" 9'.7" 10'-2" 11'-1" 12'-4"
I I _ _ __ _ __m ~ _ __no _ __ _ _
3" x 12" x 0.032" Panels
,- .9p_er1~~(kjif1o.s_ _ _u.__ -~~H.L _ h__.__ ...
,Applled__.____Ovf!~taar1g ~onQi!ton_. ._. I Wind
; LQ!ld N()N~ 1',:0'" 2'-0" .3~:0-..-1- ~.O" u I~-,glg"-_
lilli& i:~o!ll ~~"n.f)i ~I~:
Wind
.~gI9n
102 M.P.H.
110 M.P.H.
120 M.P.H.
125 M.P.H.
Wi M.P.H.
Enciosed Buiidings ,
.. -- . --.- . _n___ -. -- I
Applied _ .over:hang Condition
Load NONE r 1'.0" 2'-0" 3'-0" 4'-0"
n_ -?r . - 14'-10" 14.'-1X' 15'.4" 15'.1~'; 16'.10"
35 13'-6" 13'-7" 14'.1" 14'.9" 15'.8"
41 1_2'-_5"_11~-j,;_ 1~'-1" 13'-1q" 14'-10"
45 11'.11" 12'-1" 12'.6" 13'-4" 14'-4"
- ~- - - -
56 10'-8" 10'-10" 11'-4" 12'-3" 13'-4"
-- - - -
Note:
Total roof panel width = room width plus wall width plus overhang.
La wrence E. Bennett, P.E.
a\II. ENG#EER - DEVaOPMENT CONSU. T,f.NT
PD. ~')ll '!:!e3. sOllm DAYTONA. FL 32121
TElEf'HOr.l: (90'1) 767-4774
FAX (904) 787-8558
SEAL
@ COPYRIGHT 1997
NOT TO BE REmODUcED N WHOlE OR N PART WJTHOlIT Tl-E WRrTTEN PERMSSlON OF LAWRENCe E. BE1H:TT, PE.
PAGE
117
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
SECTION 2
"t" IS THlCKrESS OF
REQUIRED POST
r-
;".
co.:
J
;:.
..l . .
~-
1
-ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION
TOP OF GRADE
3" x 3" POST SEE TABLE
(2) 2" x 2" x "(" ANGLE OR
(1) U CHAf'IoB. x "("
3/8" x 3-1/2" BOL T
80 LB. 2500 PSI CONCRETE PRE- MX
.d
3" x 3" BASE
16"
1
r-
a
L ~>
l-'L-JY
POST N CONCRETE
~4 BAR 12" LONG
POURED CONCRETE
REFER TO TABLE 2.4
3" x 3" POST llJRN BOLTED
TO ANCHOR RISER
2-3/4" x 2-3/4" x 2-1/2"
LONG x 1/8" TUBNG
WELDED CONNECTION
FASTEN PEA TABLE 2.5
3-1/2" CONC. SLAB
ISOLA TED FOOTING
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
2'-0" MN.
BEFORE SlOPE ~
~
TYPE I
R.A T SLOPE I NO FOOTNG
0-2"/12"
(1) ~5 BAR CONT.
(1) #5 BAR com.
TYPE .
MODEAA TE SLOPE FOOTt-IG
2"112" - f-1O"
TYPE .
STEEP SlOPE FOOTt-IG
) f-10"
NOTES: t NO FOOTflG REQUJlED EXCEPT Wf-EN ADDRESSNG EROSION LtolTL TJ-E ROOM
EXCEEDS 16"-0". ROOMS GREATER THAN 18'-0" USE TYPE I FOOTNG.
2. FOOTNGS SHALL BE MN. 2,500 PSI CONCRETE wmt 8x8-1Ox1O WELDED ~E ~SH
OR mER ~SH MAY BE USED N LEU OF ~SH.
3. F LOCAL BULDNG CODES REQUI1ES A ~ FOOffiG USE TYPE I FOOTNG OR
FOOTt-IG SECTION RE~ BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB DETAILS ADDRESSING EROSION
Lawrence E. Bennett, P.E.
avL EM>>oEER - CJEVB..OPMENT CONSU. TANT
P.O. BOX 4388, sourn DAYTONA. F1. 32121
'TB..ITl1()NE (904) 167-4n4
FAX (004) 161-6556
SE^L
@ COPYRIGHT 1997
NOT TO BE FlEPRODUCED N WHOlE OR N PART WITHOUT TIE WRTTEN PERMISSION OF LAWRENCE E. BaH:TT, P.E.
P^GE
43