HomeMy WebLinkAbout98-7548
BUILDING PE^RMIT
/; 7, ~O
~ ELECTRICAL PLUMBING MECHANICAL
:::'~S:~OJ~~1~;;r~~ ~W
Parcel 1.0, # .J.- '1- :J.l,- ;)...f -8 p P D - CJ () / lJ ~ -- ..3 l)
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
7548 LJ
Date
.3 -3-9'~
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
Zoning: Energy Code:
Description of Work !1.Y4 -
Radon Gas:
U~~
,d,7b
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
City License Registration #
State Certified License#
r:J~
Po'm;t FOo~'l
Signature _ _ ~
Company
Address
Telephone#
Valuation or
Contract Price J./ 9 ~ - ,-u
./
~~)j
BUILDING ELECTRICAL
FtL 4JJ./~./J I~TP^ SON
Pre (yr'~ _ _ I Rough In
Lintel Meter Can
FRM. Const. Pole
Insul. CL Pool
WL Pre-Meter
Final
PLUMBING
MECHANICAL
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.
1111111111111111I111111111111111111111111111111111
98024192
State of
F LD fL<. f} If
NOTICE OF COMMENCEMENT
County of ~ 5c (]:)
TUB lrnOERSIGNED hereby gives notice that improvement will be made to c2rlain
rc.:1l property, and in accordance with Chapter 713, Florida Statutes I the
folloy-'ing information is provided in this Notice of CommeI1C(~IIICllt:
1 . De sc r. ipt ion 0 f Property: Parcel No. '2-tf-2Io - 2-( - OCXJO - 00(1)0 -. '3 0
3 ~ 2- ( L!+vUL. V flUClf {~i.,V P (
(Legal description of the property and street address if available)
2. General Description of Improvement flf"ilrn I fl.,JUm f/+ckAG€
Rcpt: 219890 Rec:
DS: 0.00 IT:
03/03/98
6.00
0.00
Dpty Clerk
~
J .
O...mer Information: Name FILA-N/(o. CDPe Lit NO
!lddress'Sf2-7 LAuUl VAtU/( tJI,VPCity 2-I-I/lA...-j
State t::-L.
Interest in Property:
JED PITTMAN, PASCO COUNTY CLERK
03/03/98 02:34p. 1 of 1
OR BK 3890 PG 1233
Name of Fee Simple Titleholder:
(If other th~n owner)
City
Stllte
Address
R
Contractor: N.:1me /34 II- C &N~""-/l-Jc-rl oN' of Ct:NT/'LI4<... r::.- ( ,
AJdress / /r..(fi( ~tP,4n~ ~T, City 13(LoD/~I/I(,,03 State (:::..C, .
sl.f~{y
Surety: N.:1me
5.
Address
City
State
Amount of Bond: S
6. Lender: Name
City
State
AdJress
7 .
Persons withi.n the State of Florida
notices or other documents may be
713.13 ( 1) (a) (7), Florida Statutes:
designa ted by Owner upon v/hc;r.
served as provided by SecLion
tJ,une
City
Stllle
Address
8. In addition to himself, Owner designates
of to receive a copy of t!j.2
Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes.
\}. ~xplI'nt.i()~ dt'lt..e of Not.lc.e of Commencem?ot (t.he explraticjn d3te is 1 ye-:lr-
rr~m the date of recordlng unless a dlfferent date is specified.)
19 9f
iDv.I Al ru....
day of
fYI, fI-/lL I..,.
S i. CJ :1 a t u re 0 f Ow n e r :
plUr/lf:- D.
Sworn to and subscribed before
~ /J J1AR
IJoL.1ry Publ ic:
11/ CO!I1,O\j ssion Expires:
BRUCE A. AS~Et
Nl;l~lV rut/lie, SW:lU, 01 rlurl,Ja .
"
flit/ C.ofnm. expires June 22, 1998
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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" Panels
. . n - Hen BuildinQs'- u__m"'_"_n'_,~_,___,__",_, EnClosed Buildings
.Applied_ Overhan I ,Wind I Applied i Overhang Cqndition
Load r NONE '3'.0" 4'.0" 1 Re ion Load i NONE- 1'-0" I 2'.0" 3'-0" 4'-0"
'-iT :I6'=! l'~.1}'=).'~U7~-~.".1!"C=!).':18'~ 102 M.P.H. --l~. J 1~1!"J {3~~' : '13'.7" 14'~'.'.: I5'.3"
20 15'-8'" 15'-9'" 16'-2" i 16'-9" 17'-7" 110 M.P.H. . 35 ,11'-10"11'.11" 12'-6" 13'.3"14'.3"
23 ,1f7~rT~_.~"~tf~St16':~o".120M.P.H,-:-.~=i-I10.-11... 11'.1'" 11'-8": 12'-6...' i3;.6;'
26 'n 1 ~'-.9~1~= !Q"J1_4'=~"--; !.4.'=!l'i1~=_11"r .,125 M.P.H... '.._~_ ;10'-5'" fo': 7" . 1 i '.2" . 12'.0" 13'.2;' -.
32, l~:~~~.':lE':-.!d 13'-9" i 14'-9':...:. 140 M.P.H. .l_~_ T~':'-4';::9=?": 10'.2" : 11'.1".: 12'-4"
R~gion
102 M,P.H.
110 M.P.H.
. -m.
125 M.P.H,
140 M,P.H,
3" x 12" x 0.032" Panels
op~nBuTrdings ._.____.__=:~.=.=__=~=. .._-... Enclosed 'Buiicfings
Applied O~I!rha!lR. Cg.ndition u., Wind i Applied ~.-----9y"eIh<!n.g~QngitiQI1
Load NONe: 1'.0~ 2'-0" . 3'-0" I 4'.0" Region Load NONE 1'.0" 2'-0" 3'-0" 4'-0"
i7 . 19'-4" : 19'-5" - 19'-9" . 20'-3'f+2a'-1,..1 . 102 M.P.H. +-2'9- i14~10.;114'-11'" 15'-4" 15'.11..'16'.10"-
20 17'-10"h-i~-11"r f8'-3" ;-18':10" 19'-6" j 110 M.P.H. -i' '35 ,''-3'-6" (13'-7'" 14'.1'" 14'.9'" 15'.8"
23 ~ .!6,-!...t16':~+ 1?':f" r.1]~8: J8'-~:f-"120 M.P:/{ f.' '4], i !..2.'~": 12'.7": 13'.1": 13'.10": 14'.10"
26 . 15'-7': r1.~-~..iJ~~~: i 1.?'.~" 1I-7". 125 M.P.H. -1 ~ [11':-11",12'.1" _ 12'.6" 13'-4" 14'-4"
32 14'.1" h4'-3"t 14'-8"t15'-4" I 16'-2" 140 M.P.H. 56, 10'-8" 10'.10" 11'.4" 12'.3" 13'-4"
. ---.. -.-.--- ~- J .___~___. _J_..__..______.__~___ ..J._,__.___.~ _ _ J.. _
Wind
Region
102 M,P.H.
110 M,P.H.
120 M.P.H.
125 M.P.H,
140 M.P.H.
Note:
Total roof panel width = room width plus wall width plus overhang.
Lawrence E. Bennett, P.E.
avl. EHGfoEER - DEVELOPfwENT CONSU.. rANT
P,O. BOX 4368, SOl1TH DAYTONA, Fl 32121
TB..EPHOtE (~) 767-4n4
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT '997
NOT TO BE REPRODUCED ~ WHOlE OR ~ PART wmiOUT TlE WRITTEN PERMISSION OF LAWRENCE E. ElEN'.ETT, PE..
117
SOLID ROOF PANEL PRODUCTS
SECTION 7
~.~
-----=-fl ~ ~
-~:~-il ~ ~~~~~--- ~
I'II~~~
! i
I !
-----.....
EXISTING TRUSS OR RAFTER
SEALANT
HEADER (SEE NOTE BELOW)
#8 x 9/16' S,MS. (3) PER PAN
AND (1) AT RISER
#10 x 1-1/2' SMS, (1) PER RAFTER
OR TRUSS TAIL
#10 x 3/4' S.MS, AT 12' ON CENTER
ROOF PANEL
#8 x 9/16" S,M.S, (3) PER PAN
AND (1) AT RISER
EXISTING FASCIA
AL TERNA TE CONNECTION:
#8 x 1-1/4' SCREWS (3) PER PAN INTO
FAS BOXED END
/ / /
~ / /
//
/ i _______
/~~
HEADER (SEE NOTE BELOW)
FOR MASONRY USE 1/4' x 1-V4' TAP-CON
ANCHOR OR EQUAL AT 24' ON CENTER
FOR WOOD USE #10 x 1-1/2' S.M.S,
OR WOOD SCREWS AT 12' ON CENTER
#8 x 9/16" S,M.S, (3) PER PAN
AND (1) PER RISER
ROOF PANEL
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR OTHER
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2"
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2' WASHERS.
ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET
BETWEEN THE WASHER AND TI-E PAN,
PAN RIBS SHALL RECEIVE (1) EACH #8 x V2' SCREW EACH. THE PANS MAY BE
ANCHORED T~OUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW
TYPES AND Tt-E ABOVE SPECIFED RIB SCREW,
Lawrence E. Bennett, P.E.
ctVL ENGlIEER - DEVELCJPM30IT CONSU- rANT
P.O, BOX 4368, SOUlli DAYTONA, FL 32121
TEl..EPHOr-E (904) 767-4n4
FAX (904) 767-6556
SEAL
PAGE
@ COPYRIGHT 1997
NOT TO BE REPRODUCED tI WHOLE OR tI PART WTTl-tOUT TIE WRTTEN PERMISSION Of' LAWRENCE E. BE/'otETT, PE.
111
SECTION 2 ATTACHED & FREESTANDING COVERS AND .UTILlTY SHEDS
Table 2.3: Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T-6
Beam
Size
~___mu MinTmum---- - -~_t!. I.I!r_~-Bo!t~ _@ L=D+W'
I Pc;>st Size 1/4" " 3/8" "
. 3"x 3"x 0.060" Scalloped ' - ---"2 -~_ -- -0 - -
I " "x 0.060" Scallo ed i - ---2 --- ----0 - -
2" x 3" Hollow Tilt
- 2" )(4" HollowTlTi 0;:2" x 4" x .050" Hollo
x "x 0.055" x 0.120" Self Mating Beam
2")(-1" x 0])62"-iO: 120" Self Matin Beam
- --_._----~_._--~~
2~'~ 8" x .Q:072'~~_..Q.224" Self Mating Beam
2~~!..9" x o.on" x Q.224" Self Mating Beam
.2."_~ 9" x 0.072" x 0.310" Self Mating Beam
__------"--___ ~ __ 2
3 2
~ -+-~._-- ------- --- --._-- -
4 3
I
i 4 3
----L.......... .__
Table 2.4:
Isolated Footings - Maximum Roof Area for Carport Posts
Wind Zone = 102 MPH i
- .. ,--- -..- ._'. ._ -l-__._________+__
Applied Load = __ ____1} #/Sq. Ft.
110 MPH
20 #/Sq. Ft.
120 MPH i 125 MPH ~_n140-i~-PH.
I ----_____
23 t!!Sq. Ft. L_~nt!!S~f_t. _ 32 #/Sq. Ft.
Isolated Footing
Dimensions" Maximum Attributable Roof Area in Square Feet
1~::9''''x._1'--0'' x5~~ - 5390 I, 2560 i' 4223 1,= 2308----=----3161 _-~____~
--1 '-4" x f'=4" x 1'-4" ,--- . .
1'~6"-x1-,--6.-.x-1'-60i-+-- 77 ! 66 I 57 : 51 . -----41----'
1'_8" x 1-'~8'" x 2i~(j,,-..--.- -.--120--~---~-- 102--t.,-~ 89 ~ 78 ---.-+---- ---64-----
1'-8" x 1'-8" x 2i~EV'--- T50---------t----127--~----fff---+------98----- 80
- - -- -----+-- ---- -------+--- -_______--+_n _____n____
2'-0" x 2'-0" x 2'-Q" 155 132 115 102 83
-- ---------+-----------+-.---------t--- - _____n___ _ ___
2'-0" x 2'-0" x 2'~"---- 194 165 143 127 103
2'-6" x i'--6''- X2.-6'.'---~270 230 200 177 ----+-----144
--~., ~...~ ---~
2'-6" x 2'-6" x 3'-0" 324 276 240 212 172
"Note:
Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth),
Dimensions
1'-4" x 1'-4" x 2'-4"
---- -- Maxim-urn Attributihle-Roof Area inSquare-Feet
- ---------------,--- ----,-------- - ,-
102 ___J _ __ _~?___ ___ Ju___ -_J~____L___ 67__ _
54
Pre-cast footing block (16"x16"x4") 24" below grade with 80# bag pre-mix concrete & backfilled to
grade.
Lawrence E. Bennett, P.E.
CtVl. EHGIEER - DEYEI.~ ccwsu.. TANT
p,o, BOX 4368, SOlJTH DAYTONA, FL 32121
TEI...EPHON: (9004) 7m - -4n-4
FAX (Q004) 787-8668
SEAL
PAGE
54
@ COPYRIGHT 1997 .
NOT TO BE REPROOUCEP N WHOLE OR N PART WI1liOlJT TlE WRrTTEN I'ERMSSlON OF LAWRENCI: E. BEJ'oIoEIT, P.E.
SECTION 2
A TT ACHED & FREESTANDING COVERS AND .UTILlTY SHEDS
Table 2.2.1: Allowable Attributable Roof Area per Post fo'r Carports,
Patio Covers, and other Open Buildings - ALUMINUM POSTS
Aiumimim 'Posf
102Mpi-t-'--~110nMPH "120MPH 125MPH 140 MPH
:"17_it{~.<i~'f,LL2.Q #/sq.~.T 2~ #/Sq. ~:~=-'~~6Ji[Sq.Ft. : 32 #/Sq, Ft.
Allowable Roof Area in Square Feet for Various Loads on Post
-'2"x 2" x 0.044" Hollow Extrusion or'--" - .
2" x 2" x 0.04S" Sn.!E.Extrusion; - Aluminum Alloy 6063 T-6
2,0641'21 -~--- '103--"- '9C)"---' -0' 79 65
1,548 91 77 67 60 48
1,204 71 60 52 46 38
903 53' '45 'c' '-39'" 35 28
- - ._~ ------_ ___.._________-1-____ __.__L-.....____________
Load in Lbs i 2" x 3" x O.OSO" Hollow Extrusion or
i 2" x 3" x 0.04S" Snap Extrusion; - Aluminum Allo}'6063 T-6
n_~.___161,-----L-,-.J1L--L-J..19----_L- ,. ,!05n.~ 8,6
. ____,147_._n,L__~_.____L.,--109_n,. ,~~_ 78
, .n 94~____~Q_L~~u . ; 61 50
. 70 . 60 I 52 ,46 37
t -. .--" ------- -' -.. .."-. ----- -'-'-- _. ----~_"___.. _.___ .___ - ..... 'u_ _.~
"_3.,,,)(~" x O~O!O'~.l:iollQ.'"'!'.f::x!!:LJ~j()I1.~.Alu".!inumAlloy 6063 T-6
i n?'OO, _ t_EQ- -,L..,1~~ 1}1 107
I 150 i 128 111 98 80
+- -.-fl7~.--------I-n_'--99------- 86"'-" 76 62
'88 ... i .. 75'65 57 47
3" xl'-; x 0.o.40'-'.R:oJLForm:ed - Alu,l11i!1u'!' AII()Y,31OS H-14
140 119 104 92
105 8978 69
8269 60' + 53
61 '52 45 40
.' 3" x3.i x b.06()'" RoirFormed - Aluminum AJloy3105 H-14
... -212- "-'-- T8a-- --T57-'~ -~ 138
159' '135 '117 104
m -124----'.'-106--'." ------81- --'.,~ 81
"9'3' '79' '--68--- ~6T
Wind Load =
Applied Load =
Maximum
Height Load in Lhs
7'-4"
8',7"
9'-10"
11' ,1 "
Height
8'.2"
9'.6"
10'-11"
12',3"
Height
8'.2"
9'-6"
10'-11"
12'-3"
Height
10'-0"
11' .8"
13'-4"
15'.0"
Height
11 '.0"
12'.10"
14'-8"
16'-6"
-~""'.'
~l~
13'-10" .
15',10"
1 7' -1 0"
2,73Ern
2~502
1,596 .
1,197
Load in Lbs
3,408
2,556
1,988
1,491
Load in Lbs
2,381
1,786
1,389
1,042
Load in Lbs
3,600 -
2,700
2,100
1
74
56
43
33
113
84
66
49
, 200
. .t-"-n"150'
117-
88
131'"
---- -98
76
57
170
-t=--~12~~' -~~~+..
. 99
.t"7S'"
107
80
62
47
Example:
Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W':
A = S x (W/2 + O.H.), If'S' = 7', W = 12', and O.H. = 2' then: 'Area' = 56 Sq. Ft
F or a 10'-11" post and 120 m.p. h. wind load or 23 # 1 Sq. Ft. post choices are
1) 2" x 3" Snap Section
2) All post sizes listed below the 2" x 3" Snap Section
Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed
COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof On the
other hand. a 3" x 3" Fluted Post with a post height of 10'- 7" can support an area of 128 square feet of
area Thus, deSign must satisfy both height and area requirements.
Lawrence E. Bennett, P.E.
avL EHt3IIEER - OEYELCAENT ca.aL T ANT
P.O. BOX 4368, SOVTH DAYTONA. FL 32121
Ta.EPHOfoE (9004) 7m -.. TT"
FAX (9004) 787-8668
SEAL
PAOIE
52
@ COPYRIGHT 1997
NOT TO BE REPROOUCED N WHOLE OR N PART WTTliOUT TIE WRTTEN PEfMSSlON OF LAWRENCE E. B81'ETT, P.E.
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
Table 2.1.1:
SECTION 2
Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-6
Wind Zone =
Applied Load =
Load Width
5'
6'
7'
8'
9'
10'
11 '
12'
Load Width
5'
6'
7'
8'
9'
10'
11 '
12'
Load Width
5'
6'
~.
102 MPH 11'0 M-PH ,120-MPH 125 MPH
------.-------j--~-----t------+ - -------
17# l_~q'_f.!.--"-lQ~-'_~_~L_~_~_~ft! _~q. Ft._ _. 26# 1 Sq. Ft.
2" x 3" Hollow Tilt
-8'-9" ---~-----8'-0"---- ---,-- -- Y-B"
71-11-11-- - :---------71~1l -----.--"! '--6'-~1~OIl ---
-1'-4" - :-~-- 6'-9" ---- i- -----6'-4"- u_.
6'~ 11"-- ~--- ~ -4"--- - -- -r---so:rf"-- -~ ---
6'-6"_=_- -55'-,_181,," - .-~-=-.'. -:"~~-55--~'-4-T,', --____~. __
---6'-2"---
5'-TCl"- + ------5'-5" --T---5'=1"-- ~ -- --- -4'-9"
--5'-~7"-- -.----5'-2" -- ~------4'-1 0" -- ---- 4'-:'7"
2''- x 4'-' Hoiiow -TifforY-X4"x-.050" Holfow'
- -fo'::s"-----:---9'-10"-- i 9'-2" u__--- 8'_1"
9'_8"8'_11"- '__n --8'-4" 7'- fo"
8'-11" 8i~3"- 7'-9"
8'-5" 7'~9" - 7'--3"
7'-4''-
6'-T1" -
6'-7"
1'-1 "
6'_Sn
- 5-'-11"
5'-7"
5'_3"
4'~ fr'
1'-3"
6'-10"
6'-5"
6'-1 "
5'-10"
13-
--i2'~9"--- 11 '-g"
-11'~9"-----T--10'~10" --
~ ~:~:: '~---~~7~~-
-9'~ldi;-_=-=_-_~~'=1~-_ _ ~r~-~-~- 8'-6" __-:=j~-~- !.':~.!'
- 9'-5" - _n i 8'-8" 8'-1". 1'-7"
--t----- -------+------- --+---- -.. -- ----- .
- -8'-fl"- --_ . 8'-3" I T-9" ___.__.____ 1'-3"
2" i6ii x 0.055" x 0.120" Self Mating Beam_____ _____
- --19'-':8"--~ 18'-2" I 16'-11" 15'-11"
17'-11" ---~-----16'-7" --~+--- 15'-6"----....---14'-7"
_ 16'-8"---+- - 15'-4" -+~ 4'-4" ----t-~--13'=-6"
15'-7'" -14'-4" -t-- -f 3'-5" t f2'~1"
14'=~l" 13'-6"-12'=8" 11"'-11"
13'-11" 12':10" H'=Ti" 11'-3"
13'-3" 1"2'-3" i 1'-5" 10'-9"
12'=9" 11':.9" 10'_11" 10'-3"
-3"
]
10'-11" -~-----10'~3"-
-~~:--~-8~7;''-
--+--- -8'-11"--+- 8' -5"
9'
10'
11 '
12'
Load Width
5'
6'
7'
8'
9'
10'
11 '
12'
Example:
For 2" x 4" x 0.055" x 0.120" Self Mating Beam;
Beam span between uprights use load width to enter table,
For 12' Roof Panel + 2' overhang, load width = LW; LW + 12' 12 + 2' OH = 8'
Enter table on left at 8' and read allowable span under required load;
Thus for 100 M P H wind load 1 live load or 18 # / Sq. Ft. and Load Width = 8'
Maximum Beam Span for 2" x 4" x 0.055" x 0.120" = I 11'-0" I
Lawrence E. Bennett, P.E.
CtVl. ENGPEER - reVE.0FfEHT CONSU. T ANT
P.O. BOX ~, SOUTH DA YTONA, Ft. 321Z1
TB.EPHQIoE (9Q.4) 767 - 4 T7 4
FAX (9Q.4) 767-6556
~, COPYRIGHT 1997
NOT TO BE REPRODUCED toI WHOLE OR N PART WITliOUT Tl-E WRITTEN PERMISSION OF LAWRBa E. BEJ'oIoETT, P.E
140 MPH
. 32# 1 Sq, Ft.
6'-4"
5'-10"
5'-4"
5'-0"
4'-9"
4'-6"
4'-3"
4'-1 "
1'-9"
7'-1 "
6'-7"
6'-1 "
5'-9"
5'-6"
5'-3"
5'-0"
1 0'-2"
9'-3"
8'-7"
8'-0"
1'-7"
1'-2"
6'-10"
6'-7"
14'-4"
13'-1 "
12;:2"
1 1 '-4"
1 0'-8"
1 0'-2"
9'-8"
9'-3"
SEAL
PAGE
49
A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS
SECTION 2
't' IS THICKNESS OF
REQUIRED POST
TOP OF GRADE
r
3" x 3' POST SEE TABLE
(2) 2' x 2' x "t' ANGLE OR
('I) U CHA~ x "t'
3/8" x 3-1/2" BOLT
80 LB, 2500 PSI CONCRETE PRE-M)(
3' x 3' BASE
. ALUMINUM CONVERNTIONAL CONSTRUCTION PORCH POST CONNECTION
o
/
>
~- ~
LL-lY
POST IN CONCRETE
#4 BAR 12" LONG
POURED CONCRETE
3' x 3' POST TURN BOLTED
T9 ANCHOR RISER
2-3/4' x 2-3/4' x 2-112'
LONG x 1/8' TUBNG
WELDED CONNECTION
REFER TO TABLE 2.4
FASTEN PER TABLE 2,5
3-1/2' CONe, SLAB
F
ISOLA TED FOOTING
~
;::.
~
2' - 0' MIN.
BEFORE SLOPE
(1) #5 BAR CONT,
(1) #5 BAR CONT,
~ ,I<
TYPE IU
STEEP SLOPE FOOTt-JG
) 1-10'
8"
TYPE I
FlA T SLOPE / NO FOOTING
o - 2' / 12'
TYPE I
MODERATE SLOPE FOOTING
2"/12" - 1-10"
NOTES: t NO FOOTNG REOURED EXCEPT WJ-EN ADDRESSING EROSION UNTL THE ROOM
EXCEEDS 16'-0", ROOMS GREATER THAN 16'-0" USE TYPE I FOOTING.
2. FOOTNGS SHALL BE MN. 2,500 PSI CONCRETE WITH 6x6-10x10 WELDED WIRE ~SH
OR FIBER t..ESH MAYBE USED IN LEU OF MESH.
3. F LOCAL BULDING CODES REQlJRES A MINIMUM FOOTING USE TYPE B FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS,
,SLAB DETAILS ADDRESSING EROSION
Lawrence E. Bennett, P.E.
CtVl. ENGIEER - DEVELOPt.ENT CONSU. T..wr
P,O, BOX 04368, SOVTH DAYTONA, FL 32121
TEl.EPl-lC>N: (~) 767- 4 T7 4
FAX (904) 767-6556
SEAL
@ COPYRIGHT 1997
NOT TO BE REPRODUCED fool WHOLE OR fool PART WITHOUT TrE WRITTEN PERMISSION OF LAWRENCE E, BaN:TT, P.E.
PAGE
43
SECTION 2
A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS
SEE CON/lECTION DET ALS
~
~
~
~
!22
><
UJ
PAN OR COMPOSITE ROOF PANEL
SEE SECTION 7
TOP PLATE P.T. OR WITH VAPOR
BARRER AT ALUMINUM ROOF
2" x 4" Ll.M3ER TOP PLATE @ ROOF
. I" l'
2" X 2" X 0.044" ALUMINUM OR
2" X 4" LL.t.eER #2 SPF. (MIN.)
SHEA TI-I~G:
7/16" O.S.8. OR 1/2" PLYWOOD WITH
STUDS 24"
SEE SlAB DET ALS
-- SEE CONI'ECTlON DETALS
SI-ED IS FRAMED WALL ATTACHED TO
HOST STRUC~E
~
~
~ /
!22
><
UJ
12" X PAN (SEE TABLE) USE W
TO SELECT PAN FOR RE~ SPAN
ALl.t.1~l.t.1 POST AND BEAM
-----
SHEA TI-I~G:
7/16" O,S.8. OR 1/2" PLYWOOD WITH
STUDS 24" ON CENTER OR STRUCTURAL
GRADE TH:RMAL PLY WITH STUDS AT
16" ON CENTER
2" X 4" PRESSLR: TREATED PLATE WITH
3/8" X 4-V2" CONCRETE ANCHORS AT
4'- 0" ON CENTER
SEE SlAB DET ALS
W, VARES
FOR FRONT BEAM USE L-W/2+0VERHANG
UTILITY SHED AND CARPORT WALL SECTION
t ANCHOR PANS TO !-EADER CHANf'EL WITH (3) #10 X V2" SM.S, WI WAS/-ER.
2.. ANO-IOR PANS TO ROOF BEAMS WITH (3) #10 X V2' S.MS, WI WASHER,
3. ANCHOR COLL.t.4N TO CONCRETE FLOOR WITH 2-V4" X 3" CONCRETE ANCHORS,
4, ANCHOR COLL.t.4N TO BASE PLATE WITH 1-1/4" S.S, BOLT
Lawrence E. Bennett, P,E.
CtVl. ENGI'oEER - DEYELOPA.ENT ccwsu. T ANT
P.O. BOX 4368, SOlJ'TH DAYTONA, FL 32121
TEl..EPHQt.E (9().4) 767-. n.
FAX (9().4) 767-6666
SEAL
PAGE
40
@ COPYRIGHT 1997
NOT TO BE REPROOUCED N WHbLE OR N PART WITHOUT l1-E WRTTEN PERP.tSSlON OF LAWRENCE E. BeH:TT, PE.
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APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
t
~(q
~rr
? <i-~ - /0 t tf "
OWNER'S NAKE
fYJ f+ Tt::: S-r I c
{)f+ Ie ~
PHONE
OWNER'S ADDRESS
JOB ADDRESS --S t 2- 7
L/H(L(il-
V A-U" F '-(
(5 '-VI)
LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION
PARCEL 1.D.# '2--Lf- '2fo - 1--( 19000 - 00100- '3 0 (OBTAIN FROK PROPERTY TAX NQTICE)
WORK PROPOSED:_New Construction _Addition _A1teration _Repair _Install
_Sign
_Kove
_DeJIOlish
PROPOSED USE: _Single Faaily
_KIF
_' of Units _K/H
_<=<-ercial
_Indust.
_Swim. Pool _Other
_Restaurant 5: Hea1th Departaent Approval
DESCRIPTION OF WORK: ~ C rlll.-/tJ!t--r
,
(
t/ -I&{)~
BUILDING SIZE:
x
Square Feet,
Height
L-o-r J D
RESIDENTIAL :
COMMERCIAL :
ATTACH (2) PLOT PLANS 5: (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS 5: (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REOUESTED
_BUILDING
$ 4100.00
Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
-IfECIIANlCAL
$
Valuation of Kechanical Installation
_PLUMBING GAS ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fraae _Steel
Other
FDlISHED FLOOR ELEVAnONS:
Yr.
IS PROJECT IN FLOOD ZONE AREA?
*******************.***..*****.*********.*
YES NO
CONTRACTOR SECTION
BUILDER
Signature .:bt.
COMPANY
~ State Cert. or Regist. #
~- City License Registration t
.*****************.***********.*.*********
..J-~
RJ.RCTRICIAN COMPANY
State Cert. or Regist. t
SianAture City License Registration #
************.*.*.***.****.*******.*****.**
PLUMBER COMPANY
State Cert. or Regist. #
Signature City License Registration .
*********..***********************.*..**.*
MECHANICAL COMPANY
State Cert. or Regist. #
Signature City License Registration #
***.*.*************...*********.****.....*
OTRRR COMPANY
State Cert. or Regist. ,
Signature City License Registration #
***.*.****.**..*.****.**.****.*.**********
APPLICATION APPROVED BY PERMIT OFFICER,
CONDITIONS OF PERMIT AFFIDAVIT
A. ,NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit lay be subject to "deed restrictions" wllich lay be lOre restrictive than City
regulations. The undersigned assWles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CON'l'RAC'l'On RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertale worl, they lay be required to be licensed in accordance Mith
state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be
cited Cor a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to Mhat licensing
require.ents lay apply Cor the intended worl, they are advised to contact the City of Zephyrhills Building Departlent, (813)
788-6611.
FurtherlOre, if the owner lias hired a contractor or contractors, lie is advised to have the contractor(s) sign portions of the
.Contractor Sections. of this application Cor wllich they will be responsible. IC you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible Cor the work. If the contractor wiShes you to sign
as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting priVileges in the
City of Zephyrhills,
C. TRANSPORTATION IMPAC'f FEES AND U'l'ILI'fY CONNECTION FEES " ~
D. CONSTRUC'l'ION LIEN L'l\W (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy oC "Florida's Construction Lien Law _ HOIeOWDer's Protection
Guide. prepared by the Florida Departlent of Agriculture and ConsUter Affairs. If the applicant is sOleone other than the
.owner", I certify that I have obtained a copy of the above described doculent and prolise in good faith to deliver it to the
"owner" prior to COllenCelent,
E. CONTRACTOR' S/OWNER 's AFFIDAVI'l'
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, laning, and land developlent.
I
Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that no worl or
installation has cOIIenced prior to issuance of a perlit and that all Mork will be perfOlled to leet ltandards of all 1111
regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other governlental agencies laY apply to the intended worl, and that it is
IY responsibility to identify what actions I lust tale to be in cOlpliance. Sucb agencies include but are not 11lited to:
* Departlent of Environlental Regulation - Cypress Bayheads, Wetland Areas and Environlentally Sensitive Lands,
Water/Wastewater Treatlent
* Southwest Florida Water Hanage.ent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
* ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
* Departlent of Health & Rehabilitative Services, Environlental Health Unit - Wells, Wastewater Treattent, Septic lanks
t US Environlental 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 volUte" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit. issuance.
. A perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall is~u~nce of a perlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Iverl petllt Issued shall beCOle invalid
unless the Mark authorized by such perlit is cOllenced within six IOntha of issuance, or if work authorized by the petlit is
suspended or abandoned for a period of six IOnths after the tile the work is cOllenced. One 90 day eatension of tile, lil be
allowed for the perlit with fee charge of $15.00. The eltension shall be requested in writing to the Building Official. An
approved inspection lust be logged during each sil IOnth period, or the project will be considered abandoned.
WARMING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHHENCHHBNT HAY RlSULT IN YOUR PAYING TWICE FOR IHPROVBIIBI'lS TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORl RECORDIHG YOUR HOIlCE OF
COHHENCHHENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COHMENCEHlNT".
~~Q9W ~~~.~
SIGNA E: OWNER R AGE SIGNA RE: RACT
. I
STATE OF FLORIDA p" Y\ C r ......
COUNTY OP ''-..l~
The foregoing i~trument was a~wledged
before me this 't--L-."{ , 19~ by
.p (ULSrnJ A-C0v( k ,II ~
who is personally known to me or who has
produced
as identification and who did/did not
~~athA . ~.
(S~i12~ It. ftSfJU,
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
STATE OF FLORIDA PAS'
COUNTY OF . C D
The foregoing instrument was ac~~ledged
before me this 1-- 2- 7 ,19 ~ by
P I!JL~ () ,J ~u.__ '( k Af~
who is personally known to me or who bas
produced
as identification and who did/did not
tak1J~h. A . ~
(SiZ5iC~~ A. A ~ f;t; t-
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
[:~- ~~' ~ _~ C~~: A ~ J~ E,~' ~~; (; l~
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