HomeMy WebLinkAbout05-4166
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813}780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
4166
Permit Number: 4166 Issued: 5/03/2005
Permit Type: ALUMINUM
Class of Work: SCREEN ENCLOSURE
Proposed Use: NOT APPLICABLE
Sq. Feet: Est. Value:
Cost: 6,900.00 Total Fees:
Amount Paid: 97.50 Date Paid:
Address: 5929 17TH ST
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): 7-9 & S 1/ Block: Section:
Book: Page:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 11-26-21-0010-04200--007
Name: KEITH REEVES CON
Addr: 7117 ASH ST
ZEPHYRHILLS,FL. 33541
Phone: Lic:
Work Desc: SCREEN ENCLOSURE FOR POOL
PALMER, JOHN & JENNIF
5929 17TH ST
ZEPHYRHILLS, FL. 33542
Phone:
FRAME
ELECTRICAL ROUGH
E
1ST ROUGH PLUMB
FINAL
REINSPECTlON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) 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
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
NO OCCUPANCY BEFORE C.O.
~~~sl~~1JN PERM.
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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PLAN 16' 8' PROJ. PLAN 25'-0' PROJ. PLAN 33' -4' PROJ. ~e
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El,.n. ELEY. ELE:V. ELE:V.
'/"// ~ " ~ ~ ~ ~<::i WIND BRACING DETAIL
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"-AN' ,'OF H"'''~ / ./ _____~' X 7' X 0.045 PLATE
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// < fI/ 6-1110 S. H. .s.
/:; CABLE: OR K-BRACC aVE:R SCREE:N
% :7 REf)' D. rOR IIALLS - -e' X 2' CHAl RRA lL
/ LONGER THAN 16' -8' . .
% 7~ NOTF::
/; / l' X 2' X O. 045
ELEV. ~ 'V/ 6-tlJO S. M. S. X l'
25' -0' UPR/GHT/ ON INSIDE or K-BRACE
.
"-
~ ~ f!' X f!' K-BRACE:
K-BRAC~ DeTAIL
,
.~. ' \.."..l\.~l1ru"J..oLV'\11-LY WITH ALL
;ZE \, AlLING CODES, FlDRIDA BUILDING ,
SEE TABLE FOR Roor BEAHS FRAMED TO POST CODE. NA TlONAL ELEC'TRlCCODEAND
POST SPACING t! ~ CITY OF ZEPHYRHILLS ORDINANCES
VARIOUS flALL ~ ~ ~~~
~s~_ ~
.- CREO,J r:~~r
~
TABLC) , ..:t: -
f!'Xf!' CHo IRRAIL,*,\
~ r..
~ ~I ~ / ~ ...--'K' BRACING,'
ALSO PERMISSABLE
NOTE: A T ALL CORNERS NOT rULL Y
ATTACHED TO EXISTING STRUCTURE THESE STRUCTURES DESIGNED 'MTH
IIIND BRACE EACH DIRECTION 11/ THE 2001 ,FLORIDA aUf; CODE
1/8' S. S. CABLES AND 3/8' EYE BOL TS 4c CHAP. 6 or ASCE-rOR 110-135 MPH
EACH END -OR- WINO VELOCITY (3 SEC. GUST) EXPOSURE: A-B,
2' X 2' X 1/8' ANGLE 11/ 4-1110 X l' S. H. S.
INTO EACH FRAMED MEMBER CROSSED VOID AFTER 2-1-07 Iw=, 77
BY BRACE (SET K-BRACE DETAIL ABOVE>
OA VlO NORRIS ENGINEERING
TYPICAL POOL ENCLOSURE ELEVA T ION /12 COLEMAN RD.
WIN TER HA VEN, Fe 33880 Pg. J-A
(863) 299-1048 P.E, 32/86
y f:x~ 35 TI -E:Jj
SX=, 23 N SX=. 44 N
I 2" I .. I 3" I I 3" I
2' x2' PA T fO 3" x 2' PA"r I 0 2' x 3' PA T 10
'PACINC COLUMN HE lGHT 1J;Ej,AH 'PACIIKJ COLUMN HEIGHT I~~AH )PACINt. COLUMN HEIGHT BEAM
PAN PAN SPAN
HPH fJO 120 130 110-135 IfPH fJO 1120 130 110-135 HPH fJO 120 130 110-135
3' 8' -0' 7' -8' 7'-4' 8' ';'8,~ 3' 10' -10' 9'-6' 9' -0' 10'-8' 3' 11'-6' 10' -8' 10'-0' 11' -9'
4' 7'-4' 7' -0' 6'-8' 7' -11' 4' 9'-4' , 8' -10' 8' -'I' 9' -9' 4' 10'-6' 9' -8' 9' -I' 10' - 9'
5' 6,' -9' 6'-4' 6'-0' 7' '-4' 5' 8' -8' 8'-2' 7'-6' 9' -1' 5' 9' -6' 8'-11' 8'-3' 9'-10'
6' 6' -3' 5'-11' 5' -7' 6' -10' 6' 8'-0' 7' -5' 6'-10' 8'-6' 6' 8' -10' 8' -3' 7' -7' 9'-0'
7' -5' -10' 5'-6' 5'-2' 6' -6' 7' 7'-4' S'-10' 6'-5' 8'-0' 7' 8' -3' 7'-8' 7' -1' 8'-5'
8' 5'-6' 5'-;>' 4'-10' 6' -2' 8' 6' -10' 6' -5' 6' -0' 7'-6' 8' 7' -9' 7'-2' 6'-8' 8'-1'
f1.~ 5'-3' 4'-11' 4' -7' 15' -10' g' F.'-6' 6" - ' 5'-8' 7'-2' 9' 7'-4' 6' -10' 6' -'I' 7'-10'
,
15" - ". "':
~ .. .;:,....-
.. , ' 4"
-:950 . -:950 .
- .... - ....
SX=. 55 SX=. 70 "~}
SX=. 98 , .
1044
I 2" I I 2" I t
~~~\ " 2' x 4-r TfL T 2" x 4" PA TIO 2' x 4" S. M. B.
'PACINfJ COLUMN HEIGHT . . 'llF;AM ''PACING COLUMN HeiGHT 1l.{AM ~ACIM COLUMN HEIGHT 1lF;1Z
SPAN SPAN SPA
II'H 110 120 130 110-/35 If'H 110 120 /30 /10-135 HPH //0 120 130 /10-135
, -3' 14'-5' 11'-4' 9' -1 1 ' 12' -11' 3' 13' -/.0' 12'-2' 11' -2' 14'-6' 3' 16'-0' ["'(' ...,(, 15' -0' 17' -4'
,'4' 12' -9' 10'-0' 8' -9' 1;;>'-0' 4' 12' -1:r 1 l' -2' In'-4' 13'-8' 4' 14'-10' 14' -3' 13' -9' 16' -6'
5' 11 ' -8' 9'-2' 8'-0' 11'-2' 5' la' -10' 10' -2' 19'-6' 2' -10 5' 13'-10' 13' -2' 12' -7' 15'-6'
6' 10' -10' 8'-6' 7' -5' 10'-4' - 6' 10'-0' 9' -4' B' -B' 12'-0' 6' 13'-0' Ie' -3' 11' -7' }4' -6'
7' 10'-2' 8'-0' 7'-0' 9' -8' 7' 9'-3' 8'-1' B'-O' 11' -3' 7' Ie' "-3' 1 l' -6' 1 0' - 9' 13' -7'
8' 9' -9' 7'-8' 6'-8' 9'-e' 8' 8'-8' 8' -0' r -5' 10' .,.7'" 8' 1 l' - 1" 10' -la' 10' -I' 12' -9'
9' 9' -6' 7' -6' 6'-6' 8'-/0' 9' 8'-2' 7".7' 7"-0' /0'-0' 9' 1/'-0' 10' -3' 9' -6' 12'-0'
, ....
u 1
- -:-i 00
SX=I. 35 1
r.050 II
t"
2' x 5' S. M. E,
'PACINC. CDLUMN HEIGHT IlF;AM
SPAN
1I'H 110 120 130 1/0-/35
3' 20'-0' /9' -4' /8'-8' 1'-6'
4' 18' -6' /7' -8' 1 7' -0' /9' -10'
5' 1 7' -1 ' 16'-3' 15'-6' /8' -4,'
6' 15' -9' 14'-10 14'-0' 1 7' -a'
7' 14' -7' 13' ""B' 12' - 9' 1':;' -10'
8' 13' -8' / 2' -9' 1 l' -10' 14'-10' DESIGN LOADING
9' 12' -II 12' -0' 11'-2' 14'-0' cat UMNS, 110 HPH - 11 PSF
lea HPH - 14 PSF
130 HPH - 16 PSF
135 HPH - 11 PSF
B~AMS, 110-135 HPH - 10 PSF
TYPICAL ALUMINUM COLUMN & B~AM D~TAILS THESE STRUCTURES DESIGNED WITH
THE 2001 FLORIDA 8LDG. CODE
TABL~S FOR SCR~~N ROOMS & ROarS ONL Y & CHAP. 6 OF ASCEJ" FOR 1/0-135 MPH
WIND VELOCITY (3 S. GUST) EXPOSURE 8,
NOTE:: I) BEAM SPANS HAY BE: INCREASED 207. IIHEN CONrlNUOUS OVER VOID AFTER 2-1-07 Iw=.77
lNrERIOR COLUMN SUPPORr DAV1D NORRIS ENGINEERING
2) ALL BEAM SPANS ASSUME LA rERAL PURL INS (2' >t2') f! 90' FRAMED
ACROSS ROOF (l EACH posr IN SCREENED SIDE IIALLS 112 COLEMAN RD.
3) VALUES HAY BE /NrERPOLArED FOR INrERHED1ArE LF:NGrHS OR SPACINGS WIN TER HA VEN, FL. 33880 Pg. l-B
OR lIlND REGIONS. (863) 299-1048 P.E. 32186
"
6- 7-
S ,1~ U 2' x 7' S. H. B. ,3
.1~ l- e' x 6' S. H. B. t--
SX=I, 97 1055 ~ ~. ;~" "..... SX=2. 54~062 '
I - ~'..
k. , t
2' x 6' M. B. 2' x 7' S. M. B.
'PACIM. COLUM'f HE: IGHT ~~~H js:PACI M:i COL UHN HE! GHT l!.E;,AH
PAN SPAN
HPH l1u leD 130 110-13:; HPH 110 lea 130 110-135
3' 26'-6' e2'-6' 22'-10' 25'-0' 3' 26' -9' 25' -8' 24' -7' 29'-0'
4' 21'-8' eo' -8' 19' -8' e3'-&' 4' N' -6' 23' -5' 22'-4' 27' -I'
19' -1 I ' 9'-3' 1 7' -11 ' ee' -a' _5' 2e'-6' e1'-5' 20'-4' 25'-3'
6' 18' -6' 1 7' -6' 16'-6' 20' -7' 6' eO'-lo' 19' -9' 18'-8' 23'-5'
7' 17' -4(' ]6'-5' ]5'-4' 19'-3~ 7' 1~' -6' 18' -5' 17' -'I' 2]'-9'
R' 16'-4~ [:5'-:5' 14'-4' 18'-1' 8' ]8' -5' 17' -4' 16'-3' 20' -.:"
9' 15'-6' 14'-6' 13'-6' 17' -I' 9' 17' -6' 16'-5' 15'-4' 19' -4'
la' 14' -9' 3! -9' Ie' -9' 16"-2' 10' 6' -..9' 15' -7' 14'-6' 18'-4'
'-
g- ,- '.
" g-
:22.f- - - e' ox 8' S. H. B. A8 .224 e' x 9' X .,07e x .224 S. H, B. 3
SX=4. 44 ~072 SX=5. 47 1072
t , t,
2' x 8' S. M. B. 2" x 9' S. M. E.,
1.:, u WAC IMJ ' Co,LUMN HE: IGHT ~~~~ , 'PAC/Ml COLUHN HE:/GHT ~~AM
,", PAN
, HPH no. leD 130 110-135 HPH '110 12a /30 1I0-I3~
3' 133'-4' 3e'-o' 30' -8' 36'-0' 3' 37'-2' 35' -8' 34'-2' 40' -a'
4' 30'-4' e9' -0' e8'-8' 34'-3' 4' 34' -4' 32' -/0' 31' -4' 38'-0'
5' e8!' - e7' -a' e5'-8' 3e'-5' 5' 31 ' -,/0' 30'-4' 28'-10' 36' -0'
6' 26'-8' e5' -'I' e4'-8' 30' -7' 6' e9' -8' ~8' -e' 26'-8' 34'-0'
7' e5'-e e3' -/0' 2e'-6' e8' -9' 7' e7'-11' e6' -5' e4'-/1' 32' -0'
8' 23' -/0' ee' -6~ e/'-e' 27' -/ 8' e6' -5' e4'-I/' e3'-5' ::JU'-O'
9' ee''-8' el'-4' eo' -0' e5' -7' 9' e5'-/' e3' -7' 22'-/' 28' -5'
/0' e/'-8' eO'-4' / 9' -a' 24'-4' la' e3' -/0' ee' -4' 20'-10' 27' -a'
g- lO-
t'
" 8 1
.Jt.Q.., e' )('9' x . 07e X . 310 S. H. B. ..3QL. e' X 10' X . 0ge X . 389 S. M. B.
- -
SX"6, 77 1072 SX=8. 53 lO92
" ,
2' 9' I. B. 2' 10' S. M. B. t
x S. N. x
WAC/No COLUMN HEIGHT 'IJ.{AM 'PACIMJ COLUMN HE:/GHT ~~:M
SPAN PAN
HPH 110 lea /30 / /0-/3:; IfW 110 leu /3u 110-/35
3' 39'-e' 37' -6' 35' -/0' 42'-0' 3' 45' -6' 43'-6' ,41' .,6' 48'-6'
'4' 36'-/0' 35' -e' 33'-6' 39'-8' , 'I' 'Ie' -8' 40'-8' 38'-8' 45'-2'
:5' 34' -7' 3e'-// 3/'-3' 37' -10' ::)' 40'-0' 38"-0' 36'-0' 4e'-6"
6' 32'-5' 30' -9' 29' -/' 36'-/' ~b' ' 37' -6' 35'-6' 33' -6' 40'-4'
7' 30'-3' e8' -7' 26'-//' 34'-6' 7' 35' -2' 33' -e' 31' -2' 38'-6'
R' e8'-6' e6'-/0 2::>'-e' , 33'-0' 8' 33' -p' 3/' -e' 2'J'-2' 36' -/0'
9' 27' -a' 25' -4' e3'-8' 3/'-6' 9' 3/'-6' 29' -6' 27' -6' 35' -2'
/0' 25'-8' e4' -a' 2e'-4' 30'-0' 10' 3D' -0' e8' -0' 26' -0' 33'-6'
DeSIGN LOADING
COL UMNS, / J 0 MPH - lJ PSF
/20 HPH - 14 PSF
130 HPH - 16 PSF
135 MPH - 17 PSF
BeAMS: 110,..135 MPH - 10 PSF
TYP leAL ALUMINUM COLUMN & BEAM DETAILS THESE STRUC'TURES ,DESICNED WITH
THE 2001 FLORIDA BLDG. CODE
TABL~S FOR SCR~~N ROOMS & ROOFS ONLY & CHAP. 6, OF ASCE 7 FOR /10-135 AlPH !oJ
VE:LOCITY (3 SEC.ftUST) EXPOSURE 8,
NOTE:: J) BEAH SPANS HAY BE: INCRE:ASE:D eox IIHE:N CONTINUOUS OVf:R VOID AFTER 2-1-0 Iw...77
INTERIOR COLUMN SUPPORT, DA VlD NORRIS ENGINEERING
2) ALL BE:AH SPANS ASSUH(: LA TE:RAL PURL INS (e' xe') , 90' FRAHED
ACROSS ROOF' E:ACH POST. IN SCRE:ENE:D SIDE IIALLS 112 COLEMAN RD.
3) VALUES HAY BE: INTERPOLATE:D FOR INTERHEDIATE LENGTHS OR SPACINGS WINTER HA'lEN, FL. 33880 Pg. 7-1
OR IIIND REGIONS. (863) 299-1048 P.E. 32186
"
BEAM SPLICE DETAILS
I
L
VARIES,
2 X ___ SLOTTED OVER 2 X __
OPTION 1 DETAIL
N. T. S.
L
L-3Xb
,
,
2 X -h..- 's 8U TTED TOGETHER
U
~l.: ,
OP TlON 3 DETAIL (EXTERNAL GUSSET)
N. T.S.
J ' Xc' TOP PLA TE:
"0 X 2" 5.1,4.5,
INTO SCREW BOSS
2 X ____ POST'
c' Xc' CHA/RRAlL
/'xe' OOTTOHPLATE
, 1/4".it- 2 1/4'
. ' " T-80LrS 024" O.C.
"0 X 2' S.M.5.
INTO SCREW BOSS
....
. ..
..
"','.
."
.
'4
. .'
L
L-3Xh
2 X ___ 's BUTTED TOGETHER
OPTION 2 DETAIL (INTERNAL GUSSET)
N. T.S.
F'O$tner Schedule
B.om Size (5.1,4.8.
'- It J/. 7CKS - TOTAL REOtl;tA. s/Df/BEAJI
~ .'OP'(ION I OPnON 2/kJ
"0 /12 "<1 110 "2 "<1
B 6 5 16 12, 10
12 9 7 2<1 18 1,4
16 12 9 J2 24 18
20 ' 15 12 40 JO 24
~ ~ ~ ~ ~ ~
28 21 17 56 <12 J4
J2 24 19 6<1 48 J8
2X<I
2X6
2X7
2X8
2X9
2 X 9X.JIO
2 X 10
NOTE:
GUSSET MA TE:RIAL &: MIN.
THICKNESS SAME AS S.M.B.
FASTENERS STAGGERED
AND EveNL Y SPACED,
TOP PLA TE
2 X _~_ POST
(TYP.) /' X /' X c'
ANGLE CLIPS EACH
SIDE OF POST V/
(4) '118 X l/e' S. H. S.
c'Xc' CHAIRRAlL
J'xe' OorTOH,PLATE:
(TYP.)
6'
'1
..
....
. 4
..
'",'
.. fI,
. 1/4' .it- 2 1/2"
. . 4 CONC, A.B.
o 24" O,C.
'4 .
POST TO D~CK
N. T.S.
THESE STRUCfURES OES/GNED 'Ir1TH
THE 2001 FLORIDA BLDG. CODE
ct CHAP. 6 OF ASJ'E' 7 FOR 135 MPH WIND
'VCLOCITY (3 SEC. GUST) EXPOSURE A-D.
vOID AFTER 2-1-07
DA V1D NORRIS ENGINEERING
112 COLEMAN RO.
'Ir1N TER HA VCN. FL. 33880 P 1 L
(863) 299-1048 P.E, 32186 g. -c
( 1 1/2" X 2 1/8" X ,050' RECEIVING
CHANNEL SECURED TO 2" X ___ POST
W/ #10 X 3/4" TEKS 0 1" O,C, .
STAGGERED ANO SECURED TO BEAM W/
#10 X 3/4" TEKS 0 ," O,C, , STAGGERED,
EACH SIDE,
(OPTIONAL) (2) L 2" X 2. X' :050" MAYBE USED
IN LIEU OF RECEIVING CHANNEL,
~
-I
2 X
#'0 x .3/4" (i .3/4"
Q,C., STAGGERED ON
EA. SIDE,
BEAM
m POST CONNECnONS
2 x.I_ TOP PLA TE
W/ (2) #70 5.M,S.
C
2 X ___ S,M,8,
NOTCHED 2" X fi...._ S,M.8,
TELESCOPED OVeR 2" X _!:t_ POST
: .AND SECURED W/ #70 X 3/4" TEKS
C> 3/4" O,C, STAGGERED ON EA. SIDE
OP nON 7 DETAIL
N. T. 5,
OP nON 2 DETAIL
N.TS.
NOTCH 2 X___S,M,8, TO
OVERLAP 2 x___POST
2 X 3 INTERNALL Y
SCREWEO W/ 2" X #10,
((4) / COL)
2 X 3 SPECIAL
2 x 2 X ,040.
7 X 2 TOP PLA TE:
2" (MIN,)
#70 X 2" INT02.X2"
<ll> 24" 0, C, (MAX.)
2 X 4 (MIN.)
POST
170 X 3/4" C> 3/4"
0, C,. STAGGERED ON
EA. SlOE,
2" (MlN,)
- 2 X 4 (MIN) S,M.B,
NOTCHED TO RECEiVE
ROOF BEAM,
OPTION 3 DETAIL
N.T.s.
OP nON 4 DETAIL
N T.S,
2 X ___ S,M,B,
CONNECT ( CHANNEL TO FASCIA
W/ #10 X 1 '/2" S,M,S, C ," O,C, STAGGERED
( 1 1/2" X 2 1/8" X ,050" RECEIVING
CHANNEL W/ #10 X 3/4" TEKS, @ 1" O,C..
STAGGERED ON 80TH SIDES,
BEAM
NOTE:
MIN, 1 1/2" FASCIA THICKNESS. SECURED TO
END OF TRUSSES wi (2) #10 X 3" S,M,S,
TO FASCIA
CONNECTION
THESE STRUCTURES DESIGNED WITH
THE 200/ FLORIDA 8~, CODE
&- CHAP, 6 OF ASC[ 7 FOR 1.35 MPH WINO
VELOCITY (J SEe. GUST) EXPOSURE A-a.
VOID AFTER 2-1-07
N T.5,
DA VID NORRIS [NGINEERING
712 COLEMAN RD.
WIN TER HA VEN, n. 33880
(863) 299-/0.48 P.E, 32/86
Pq, 7-F
r
SUPER GUTTER CONNECTIONS
2" mOE x ,050" EXTRUDED STRAP" EA. BEAM CONNEcnON
W/ 1/4"- X 2" LAC SCREW THRU STRAP INTO F-ItSClA.
(2) /'0 X 3/4" TE:KS
(2) "OX3" SCREWS 0 EA. RAFTER (TYP.)
(PRE-DRILL TO ENSURE HITnNC RAFTER TAIL)
S.M.B. & GUTTER CONNECTION
OP T10N 7 DETAIL
[ 1 '/2" X 2 1/6" X .050" SECURED TO GUTTER
WI 110 X 3/4" TEKS. 0 I" O.C, STAGG~RED
AND TO, BEAM wi 110 X 3/4"
TEKS, 0 ," O,C, (STAGGERED ON EA. SIDE)
P,T, LUMBER BLOCKING (CaNT,)
If'REQ'D.
.' .
(2) ,'OX"- SCREWS "cA. RAFTeR
TO ENSURE HITnNG RAFTeR TAIL)
,040" X I 7/2- STRAP J
0, EA. ALUM. RAFTeR
/10 X ,J" 024" O.c. (MAX.)
(2) "0 X 3/4- TeKS
,.'
~
I;
~;
S.M.B, & GUTTER CONNECTION
OPTION 2 DETAIL
ALL ,DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN
110X2" SCREWS
o 16" O,C. (TYP.)
11oOO0 FURRING "
EA. RAFTF:R IF NEEDED
5. M. B. & GUTTER CONNECTION
OPTION 3 DETAIL
ALL DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN
THESE STRUCTURES 9ESIGNED m TH
THE 2001 FLORIDA BLDG. CODE
& CHAP, 6 OF ASCE 7 FOR 135 MPH mND
VELOCITY (3 SEC. GUST) EXPOSURE A-O,
VOID AFTER 2-1-07
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA VEN, FL. JJ81f!.
(B63) 299-1048 P,E, 32186
Pg, 1-G
NOTE: STRUCTURES DETAILED IN THESE PLANS WERE DESIGNED WITH
THE 2001 FLORIDA BLDG., CODE & CHAP. 6 OF ASCE 7 FOR 110 up to 135 MPH
(3SEG. GUST) (DEFLECTION = 1/80 MAX.)) REVISED 2/1/2003
SPAN TABLES
FOR INTERLOCKING ROOF PANS (3"x 72")
PAN MA~AN MAX. SPAN ALUMINUM IK //AX. SPAN fW IIAX. SPAN IMPORTANCE FACTOR Iw= I, 0 FOR ENCLOSED BUILDINGS
1IfC1(]6. 'I CEN/fR fJI. ALLOY W/2"X3- W~"XJ" .t
CEN/fR /EM/ IMPORTANCE FACTOR Iw=, 77 FOR PARTIALLY ENCLOSED BUILDINGS
9'-6- 11'-0- H 28 11 '-8- 13'-4-
,026
9'-4- 10'-8- H 25 11'-4- 13'-0- 6' STEP FACIA ROOF PAN DETAIL
(770 MPH) ~- OPTIONAL OUTSIDE EDGE SUPPORT,
WIND REGION '* 6' STEP FACIA HATED IIITH
10'-4- 12'-0- H 28 13'-4- 15'-0- c'Xc'x. 040'XFULL-LENGTH 11/
,032 I"l #lOX3/4' MIN. S, M, S, ~ 1 c' a c, ~ - - TT
10'-2- 11'-8- H 25 13'-0- 14'-6-
---I
I I ~
OPT, c' X3' X. 050' i * -~ 1
g'-O- TO'-8" H 28 10'-8- 12'-2- J I (SEE DETAIL DELOII)
,026
8'-10- 10'-4" H 25 10'-6- 12'-0- L't' VARIES I
(720 MPH) - 12-
-
WIND REGION
9'-8" 11'-4- H 28 12'-4- 14'-0-
,032
9'-6" 11 '-0- H 25 12'-0- 13'-6- ROOF PAN RElNFORCEMENT DETAIL
8'-10- 10'-5" H 28 10'-6- 11 '- 11- r i;T r r i~T r
,026 IK c'x3'x, 050' ATTACHED TO EVERY 3RD RISER 1I/#IDX3/4'
(725 MPH) 8'-8- 10'-1- H 25 10'-4- II'-g- S. M. S. @ 1c' O. C. (c' X3' X. 050' MUST COVER CENTER c/3
OF SIMPLE SPANS, AND MUST BE ,CONTINUOUS OVER CENTER BEAM)
WINO REGION
9'-6- 11'-1- H 28 12'-0- 13'-8-
,032
9'-4- 10'-g- H 25 11'-9- 13'-3-
NOTE::
1. MAX. PAN SPAN MA Y BE INCREASED
6' FOR EA. /' OF O. H.
8'-8- 10'-2- H 28 10'-4" 11 '-8- (MEASURED TO OUTSIDE OF GUTTER)
,026 c. PANS MAY OVERHANG 1/4 OF SIMPLE SPAN
8'-6- g'-IO- H 25 10'-2- 11 '-6- (UP TO 4' MAX)
(730 MPH) 3. '* SPANS MAY BE INCREASED /' -0' IF:
WINO REGION OUTSIDE EDGE SUPPORT IS USED ON BOTH END PANS
9'-4- 10'- 10" H 28 11 '-g- 13'-5-
,032
g'-2" 10'-6- H 25 11 '-6- 13'-0-
8'.!..6- 10'-0" H 28 10'-2- 11 '-6- THESE STRUCTURES DESIGNED WITH
,026
8'-4" 9'-8- H 25 10'-0- 11'-4- THE 2001 FLORIDA BLOG, CODE
(735 MPH) & CHAP, 6 OF ASCE 7 FOR 110-135 MPH WIND
VELOCITY (3 SEe. GUST) EXPOSURE B.
WINO REGION 9'-2- 10'-8" H 28 11'-6- 13'-2- 010 AFTER 2-1-07
,032 DA VlO NORRIS ENGINEERING
g'-O- 10'-4- H 25' 11'-4- 12'-10- 112 COLEMAN RD,
WIN TER HA VEN, FL. 33880 Pg. 2-H
(863) 299-1048 PE 32186
DA VI D NORRIS ENGINEERING SHEET
NO.
FL. P.E. #32186 I
ENGINEERS · LAND SURVEYORS · PLANNERS *
PERMITTING. DRAFTING 2
//. 112 COLEMAN ROAD .
WINTER HA VEN, FLORIDA 33880
(863)299-1048
MASTER PLANS 110 up to 135 MPH (3 SEe. GUST) WIND REGIONS
ALUMINUM PAnos, CARPOR TS, SCREEN ROOMS, POOL ENCLOSURES & DETAILS
APR-22-05 11:18 FRa1:
BOUNDARY SURVEY
LOTS 7,8,9, a SOUTH 1/2 OF LOT 6, BLOCK 42
CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA
PREPARED FOR AND CERTIFIED TO:
JOHN PALMER & JENNIFER L. PALMER
GENERAL TITLE COMPANY OF FLOIUDA
STI:WART TITLE GUARANTY COMPANY
II\WIN MORTGAGE CORPORATION
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TO: 813 780 8666
PAGE: 002
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SEC. i J ,1WP.~S., RNG..J':LE.
(HIS SLiRVEY IS SUBJECT TO ANY FACTS
THAT MAY BE DJSCLOSED BY A rUlL A,'o/O
ACCURA TE TITLE SEARCH, ALSO SUBJECT
TO SETSACKS. EASEMEN1S AND RESTRICTIONS
OF RECORD.
UNDERGROUND roOTER. OR STEM WALL NOT
LOCA TED' OR SHOWN. UNDERGROUND UTJLJTIC,'S
NOT lOCATED OR SHOWN. "
Description:
Lots 7, 8, 9 and S~lth 1/2 of Lot 6, Block 42,
map or plat entitled "CITY OF ZEPHYRHlLI.S" a3
recorded in Plat Book 1, Page 54, of the
?uhlir Re~ords of Pasco County, Florida.
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Ihis lot lies in Flood Zone "X" per Flood Insurance Rate Hap, Conmunity Panel
No. 1202.35 0005 C map r~vised 12/17/91 National Flood In.sw:ance
Program, Federal ,E'.lrergency Management Agency.
GENERAL LE'GEND: 6- DELTA, 1\ '" MlC. CH . CHORD: eEl .. CHORe BEARINC. '~ ,;; RAOivlO, PT a POINT 01" 'tANGltNCY, PC ..' POtNT orCU~VATI.jRi'"""
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David Norris Engineering
Engineering and Drafting Services
Residential' Commercial Plans & Eng. . Inspections . Permitting' Specializing in Church Design
112 Coleman Road, Winter Haven, FL 33880
Phone: (863) 299-1048
(863) 291-6202
Fax: (863) 291-4305
To Whom It May Concern
RE: Approved Contractors using Norris Aluminum Engineering
The following contractors have been approved to use the attached Aluminum
Engineering by David R. Norris Engineering. All previous engineering is no
longer valid.
Please note that each 8 %" x 11" section of the engineering is imprinted with the
2001 Florida Building Code with all revisions to Chapter 1606, and each has an
expiration date of February 1 , 2007.
Please call if you have any questions.
Sincerely,
~INEERING
~/;L
avid R. Norris, P.E., P.S. & M.
FL # 32186
\
~~~!-0S-
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
Company
Address
City
Phone
Keith Reeves Construction, Inc.
7117 Ash Street
Zephyrhills, FL
(813) 780-8666
Parcel Information for: 11-26-21-0010-04200-0070 Card: 001
Page 1 of2
~earctLAQail} ~how Map Q~_neralized BuildinQ Schematic Estimate
See Tax Collector Information - Current/Delinquent Taxes
The online search system is currently unavailable, Information displayed below is from a weekly archive, SOH and Taxable amounts
may not reflect current values,
ParcellD 11-26-21-0010-04200-0070 (Card: 001 of 001)
Classification 01 - Single Family
Mailing Address Assessment (totals)
PALMER JOHN & JENNIFER Ag Land $0
5929 17TH ST Land $26,669
"
ZEPHYRHILLS, FL 335423869 Building $101,878
Physical Address Extra Features $3,460
592917 TH ST
ZEPHYRHILLS33542 Total Assessment $132,007
Save Our Homes $104,489
Legal Description (First 4 Lines) Homestead - $25,000
CITY OF ZEPHYRHILLS FORMERLY
TOWN OF ZEPHYRHILLS PB 1 PG 54 Taxable Value $79,489
BLOCK 42 LOTS 7,8 & 9 & THE Warning: A significant taxable value increase
may occur when sold. Click here for details
SOUTH 1/2 OF LOT 6 and Info. regarding the posting of exemptions.
Land Detail (Card: 001 of 001)
Line Use Description Zoning Units Type Price Cond Value
01 0100 SFR 00R2 12,600.00 SF 1,95 1 $24,570
02 I 0100 I SFR 00R2 2,260.00 SF .65 1 I $1,469/
Additional Land Information
I Acres I 0.34 II Tax Area II 30ZH II Fema Code II X Res Code nZHLHLP2
Buildina Information - Year Built 1958 USE 01 - Single Family Residential (Card: 001 of 001)
Ext Wall 1 Concrete Block Stucco Ext Wall 2 None
Roof Str Gable or Hip Roof COy Asphalt or Composition Shingle
Int Wall 1 qrywall Int Wall 2 None
Flooring 1 Carpet Flooring 2 None
Fuel Electric Heat Forced Air - Ducted
AC Central Baths 3.00
Line Description Sq. Feet Repl. Cost New
01 BAS 1,704 $93,822
02 FEP 702 $27,034
03 FOP 304 $3,359
04 UST 128 $3,193
Extra Features ( Card: 001 of 001)
Line Description Year Units Value
01 DWSWC 1974 800 $700
02 DeFENCE 1984 600 $224 ~
03 FIRE PL 1974 I 1 I $825
04 UDU-M 1991 1 $644
05 CON PTO 1995 696 $1157
http://appraiser.pascogov.comlsearch/offline.asp?Sec= 11 &Twn=26&Rng=21 &Sbb=OO 1 O&... 4/25/2005
CITY OF z~~~~~n~~~u ~-----
BUILDING DEPARTMENT 5335 8TH st, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021
JOB ADDRESS
John
S4'a Cl
\- 'Jenr\ L -Cer
I 'l-r:n S +-
DATE RECEIVED cI-J~ -Or
PHONE GONTACT FOR PERMITrG 6~1?7 4/%
Pel me {' PH~El, 78-?, -q 2,1 b -
'2.Q{?h.y r h It I s
~ BLOCK Lj Q
- 06 J 0 (JL{ ';)00 -00,
OWNER'S NAME
SUBDIVISION
LEGAL DESCRIPTION: LOT(S)
PARCEL 10 # 11- d V -;1 t
{OBTAIN FROM PROPERTY TAX NOTICEl
WORK PROPSED: DNEW CONSTRUCTION
o ADDITION
DALTERATION
o REPAIR
o INSTALL
o SIGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOl-'
~OTHER
c:J RESTAURANT & HEALTH DEPARTMENT AP?ROVAL
DESCRIPTION OF WORK P 00 \ E nc lo..s lit ( '(3
r;od .e:J
BUILDING SIZE
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS
PROPERTY SURVEY REQUIRED FOR ALL NEW
SQUARE FOOTAGE
HEIGHT
,~ BUILDING
$ & q 00, dO
PERMITS REQUESTED
VALUATION OF TOTAL CONSTRUCTION
$
VALUATION OF
Progress Energy 0 ~,;k_E .c. .,~')
j r/ I~!J/ /
MECHANCIAL INSTALLA~
o ELECTRICAL
o PLUMBING
o MECHANICAL
AMP SERVICE 0
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
--
,~) '>
/'~
o STEEL 0 OTH~: tA!t,>>-; ~\I
IS PROJECT IN FLO~~Ejf'f"ES Co NO
o GAS
o ROOFING
o SPECIALTY
o OTHER
FINISHED FLOOR ELEVATIONS
BUILDER
SIGNATURE~ ~ ..
COMPANJ<~t+-hI1~lPS ~orS+' Ji/(l
STATE CERT OR REGIST # c: rz..c...Ol/Q... LjCj R'
*****************************************A(***7*******~***** '~
/l
COMPANY- """--
-,.,.-
-----:-
ELECTRICIAN
~.-...
SIGNATURE
~. ~ _ r
STATE Cr..u v[\. REGIST f -
******************************************************************
PLUMBER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
A. NOTI~E OF DEED RESTRICTIONS
Th~ undersigned understands that this permit may be subject to ~deed restrictions" which
may be more restrictive than city regulations. The undersigned assumes responsibility for'
compliance with any appiicable deed restrictions.
B. 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
lieensed as required by law, both the owner and contractor may' be cited for a misdemeanor
violation under state law. If the dwner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign po+tions of the ~Cohtractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, ydu are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indica4ion that he is not properly licensed and is
not entitled to permitting privileges in the city of Zephyrhills.
C; TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, haye been provided with a copy 'of ~Florida's Construction
lien Law - Homeowner's ,Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify 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.
E. 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.
Appliqation 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, City
codes, zoning regulations, and land development regulations in the juriSdiction. I also
certify that I understand that the regulations of other governmental 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 Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps bf Engineers-Seawalls, Docks, Navigable Waterways,
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells;
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
:i also certify that, ,if fill material is to be used in Flood Zone "A" or "A, etc. ';, it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance. '
A permit issued shall ,be construed to be a license to proceed with the work a~d not as
authority to violate, cancel, alter, or set aside any provisions of the techn1?al.codes,
nor shall issuance of a permit prevent the Building Official from thereafter requ1ring a
correction of errors in plans, construction, or violations of any code. Every permi~ .
issued shall become invalid unless the work authorized by, such pe~it is commenced w1th1n \
six months of issuance, or if work authorized by the perm1t is suspended or a~andoned.for ,a
period of six months after the time,the work is commenced. One 90 day extens10n of t1me
may be allowed for the permit with fee charge of $15.00. The extension shall be requeste~
in writing to'the Building Official. An approved inspection must be logged during each S1X
month period, or the project will be considered abandoned. ,
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTI~E OF COMMENCEMENT ,MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS 'TO, YOUR PROPERTY. IF YOU INTEND TOO~~:M~~~ANC~~~S ~~~~~LT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF C ".
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT.
SIGNATURE: CONTRACTOR
SIGNATURE: OWNER OR AGENT
acknowledged
, 2CL-
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
, 20_
(name' of person acknowledged)
Owho is personally known to me, 'or
(name of person acknowledged)
C1ho is personally known to me, or
o who has produced
(type of identification)
and wliod did Odid not take an oath.
o who has produced .
(type of identificat1on)
and who Odid []did not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
CR~4
9.
This Instrtument Prepared By:
Name:
Address:
Permit Number:
111111111111 1111111111111111111I111111111111111 11111111I1111
2005079026
Rcpt.: 877527
DS: 0.00
04/25/05
Rec: 10.00
IT: 0. 00
Dpty Clerk
NOTICE iOF COMMENCEMENT
STATE OF FLORIDA
COUNTY OF fh,,Sc_o
JED PITTMAN~ PASCO COUNTY CLERK
04/25/05 1... : 49am 1 of 1
OR BK 6336 PG 1088
THE UNl1>ERSIGNED hereby gives notice that improvement will be made to certain real property, and in
accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of
Commencement.
3,
OWNER INFORMATIOJ B '
A Name and address:. . hy. ~ ,Jf^";(<r ter
B, Interest in property: 010l-t.iZr 5 Y.'rimo..r 1../ S;cl~.f\.c ~
C. Name and address of fee simple title holder (if other than owner):
CPNTRACTOR
A. Name and address:
B: Phone number:
KEITH REEVES CONSTRUCTION INC.
7117 Ash Street
ZephyrhUl., FL. 33541 b I ~ ";7 fs 0 ~ (p (0
5.
SURETY
A Name and address:
B. Amount of bond $
C. Phone number:
6,
LENDER
A., Name and address:
B, Phone Number:
7,
Persons within the State of Florida designated by Owner upon whom notices or other documents
may be seNed as provided in Section 713.13 (1) (a)7., Florida Statutes:
A. Name and address:
B. Phone number:
8.
In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's
Notice as provided in Section 713.13 (1) (b), Florida Statutes:
A. Name and address:
B. Phone number:
E~pjration date of Notice of Commencement (the expiration date is 1 year from the date of
recording unless a different date is specified):
Si~nature of Owner: 'iJ~ rR: ~';f1 tit
Printed NamelAddres ... T;'" 11..1..ye ')ni~H.r " /'Y'f:.V
~92L7. I~th 5f- '&yhVrllIl
rL" 33.....liL
- ,- ')
-1} , '~ " j,// ' __
Sndsubscribed before me by,,, J.-:C-'/J/7 z~' ,,-?~'1//?~;j/ /4.(/..l.J'{.:..)~iS personali~~
kn wn to m--eur.produced ' as identification,
this '3 rd day of AfkJ '3? C~ . ','
, /~
, MY=~=.,"; L~{:;y~i)c~:~E ~F;{~;'~---
EXPIRES: January 25, 2009 My ......(mmission expires' '-/ 1!/L--':J-,'~ ':!0'/"c/
"BondedThruNolaryPubHcUndelWlllers }:'Ul . j t.- 'j __> ""'.... /
S~L:
STATE OF FLOR:OA
COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COpy OF THE DOCUMENT ON FILE
OR OF PUBLIC RECORD IN THIS OFF~{NESS MY
HAND AND OFFICIAL SEAL THIS' , DAY OF
/)f/;< 2 Q:2:)
AN, L HK OF ClRC IT COURT
) DEPUTY CLERK