HomeMy WebLinkAbout00-9132
BUILDING PERM!,! 09132
CITY OF ZEPHYRHILLS
(813) 788-6611 Date 1bI ()f}
~ 0, ~~
BUILDING
ELE~CAL
PLU~G
Property Owner:
Job Address:
Parcel 1.0, #
MEC~ICAl
Sewer Conn
Water Conn:
Water Meter:
T,I.F.'s:
Zoning:
Description of Work
7 1(;,
Radon Gas: , ,-
/00"'" . fGA-: 0 I .,.
Energy Code:
S'c.re~ r~o....... lA~~ t: ~
,
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I
NO OCCUPANCY BEFORE C.O.
FINAL
DO
DATE
c.o.
Complete Plans, Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances,
Valuation or II I .
Contract Price~ . b <..{ 0
(
City License Registration #
State Certified License#
Jb
,"1
BUILDING
ELEC RICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Driveway
DATE
Inspector
. :;) 7. 7~
Permit Fee ~.-
Signature 7J /,1-,-/ A.
Company
Address
Telephone#
~
PLU BING
Breakers
Ducts Insl.
Compress
Final
~~~
I _ " 1- (lJ -?J>tJ tiiR
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.001 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.
......\.,...,....
lo,,).....\r-I
t\V " . \:~:-
?/'I~
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF -7710 15.:::>::::>
OTHER
BJ- H fl/lli~~{.J il!-'-(.
"37b~~ UWPI(~ AV.
LoT 1'&
'I
BUILDING: <)0 \:) \.)
~ ~
ELECTRICAL: '0 I It
PLUMBING: AfJlr
MECHANICAL: ~,)p,
lIb ~.H-. RADON: ~77 to
l
CREDIT: AS lit
'1~ Jl (04'0 ::.~
SEWER: INJfr
WATER: I
TOT AL: A~
I
T.!. F',S I IV 1ft I
'LD-LtAL =: ' :tP .~ -Z 7 "
APPLICATION FOR PERMIT
CITY OF ZEPHYRBILLS
BUILDING DEPARTMENT
DATE RECEIVED 12,123/9'1
PLANS REVIEW FEE
OWNER'S NAME c'tIt NO f-/ () III 20 Ai
JOB ADDRESS J7ft.cXo LA/v(l( S IJ.VE.
m-H, p.
Lb. qr
PHONE 1fZ - I f~"
SUBDIVISION 6/1/w/J /-!dl/lo,v
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL ID #
31/ - J~ -1-;- 0010 .... 01 Joo- 0 'IrO
(OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~ CONSTRUCTION
~DITION
DALTERATION
o REPAIR
o INSTALL
DSIGN
PROPOSED USE: ~FAMILY DWELLING
o COMMERCIAL
o MOVE
o DEMOLISH
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
Q MOBILE HOME
~HER
4V//Yl11JV'"
c=J RESTAURANT & HEALTH DEPARTMENT APPROVAL
lOx/I{ R.Ars,;o .5cAf..61V 1200M. il.,x '3{) VIt./IL.
Cfllo
IlKI' V~
']t.1l. PATIo
DESCRIPTION OF WORK
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~UILDING
PERMITS REQUESTED
$ IfAooo.oO
,
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
~ER /J/"vIY&IJVI.I/Vl
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
BUILDER
SIGNATURE ,4J J
7;;~
COMPANy]3 t (4 (op.Jt;r/l (j:J i oJo/ OF (f~ R '
STATE CERT OR REGIST #. (()5?7 Rz
CITY PROCESSING # '2..'"
******************************************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
* * * * * * * * * * *.* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The 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 applicable 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
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
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you 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 indication 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, have 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.
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, 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 of 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 and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
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. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
~ i]~
SIGNATU E~ER OR AGENT
J1~ 7S.~~
SIGNATURE: ~RACTOR
STATE OF FLORr..p,~:560
COUNTY OF tt.
The foregoing instrument was acknowledged
BefoH m~ this ---Z:i da~. of pr~AhL., 19_
by MvI'C A ~ 4Sar,,,"
~ame of person acknowledged)
~ho is personally known to me, or
STATE OF FLORID~t1S 0
COUNTY OF G
The foregoing instrument w~ a~n3wledgedao
Before me ~s -;-ljt ~J 0; u~ M ~EA., 19:J:L.
by Vc.t- > 8el.-
~(name of person acknowledged)
~ho is personally known to me, or
D who has produced
~ype of identification)
and who J(1did [9:11d not take an oath
~ A~ fklJ
Signature of person taking acknowledgment
.~ (J > fYAQ
Name tYPed{l~_A1b81 stamped
*Mv eommlssion CC748877
t.. '; E1qllteS June 22, 2002
'-.."
D who has produced
~type of identification)
and whoD ~ [J'&id not. take an oath.
/~ ,4. atAI2
Signature of person taking acknowledgement
B!LlJCE A - 4)(3[;[,
Name typed, prin;~ BniieRQil.ped
;;e.; *Mv Com/tII8IiOO CC74P1f11
.\!I!/ ExplreS June 22, 2002
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ALL 'N01-UZ ~.'(~\~ COMPLY
WITH ALL I'R.i''''', 1;LlNG COD
STANDARD BU! L'lNG, PL
MECHAl'lCAL, l' .n.c. AND
OF ZEPl-C1RHIL- ORDINAN
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2' x 2' Pa t I 0 BeaM 2' x 3' Pa t I 0 BeaM 2' x 3' T I ,t BeaM
'1 w
3 X ; J
:" Jl " "\1 l~. Ho\Xr T
-.044 ' .. ,050. ..r.'" ,050. .
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I. 2- '1 I- ;J- ../
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CO-LllVIEAH - HEIUHr/SPAN TABLE CDLUHN/BEAH - HEIGHT/SPAN TABLE CDLUNN/BEAH - HEIGHT/SPAN TABLE
... _-.J.ALL/ SOL 1 D VALL/ . C7 SCREEN VALL/ SOL IJ: VALL/ ~~ SCREEN VIfLL/ SOL 1 D VALL/
;IT _ RDDF I.t RDDF 'DOF RDDF RDDF
Ii I' 1. "- j!' , - I' ~, IIi' - B' " - 10' "'3" 16' - 6' 8' - 8'
r' 1 I' - 6' i' _ l :' ~ " - 8' 4' 4' - 4' 7' - 6'
F' I' _ 4' ., - 7' , - 10' 'T )' - 10' 6' - 10'
-,- I' _ Ii' . ' - :' ) - , - 4' , , , - 8' &' - p'
" " - 1 OT 4' - 21 " 1 ,., - 0' '7 - 10' , ,- , - 10' 5' - 8'
,'- " - 41 , - 1. II I' '1 " - I' " - I' 8' 0' - 2' 5' - 41
" " - tJ# - , - ~ " " " - p' ',' - Ii I' 9' 9' - 6' !i' - 0'
rlT :' - 8' " - (' 1 I' " - " , - 1 I' [TiP 9' - 0' 4' - 10'
NDTE, 1) ALl. SOLID RDDF CALCULATIONS ARE FOR 4112 MAX. RODF SLOPES
2) BEAN SPANS HAY RE INCREASED 2DX IlHEN CDNTIMJDUS DVER INTER/OR ca..UHN SUPPORT
3) ALL ReAlI SPANS ASSlME LATERAL PURLINS (2'xJ!'J.90. F'/W4EJJ
ACIlDSS RODF . EACH POST IN SCREENEJJ SI/JC IIALLS
4) VALLeS M4Y BE /NTCRPa..ATEJJ F1JR INTERNED/ATE LENGTHS DR SPACINGS
2' X 4' T I I t BeaM' 2' x 4' 2' X 6'
j Self Na tIn 9 BeaM Self Na tIn 9 BeaM
l~. *Xr
4. I 6.
1
.050. . 71 . '2~'] 1/ .
"fo .120.
\ 1-
'"7055
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I,. 2. ~~ -:-044- /4_
D.LllVICAJI - HEIGH1/SPAN TABLE CDLUHN/BEAH - HEIGHT/SPAN TABLE COLUMN/BEAN - HEIGHT/SPAN TABLE
iI' IIALL/ SOL I D IIALL/ ~~ SCREEN IIALL/ SOLID IIALL/ ~,,~ SCREEN VALL/ Sa. I D VALLI
'/laF ROOF ROOF ROOF ROOF RODF
" '1' - 2' - 10' - 8' , , - , , - , 3' '5' - 4' 18' - 8'
, I' _ 61 9' - 2' ~ ' , - ~ ' , - , 4' . rJ - j " 1 '- 2'
rl ., - 8' -JI' - 4' ~ ' , - . ' I _ " )'T 4 - II 1 '- 4 '
:' I' _ 4' --,-, - ~I l! ' ., - ,J I I' _ . :' . ' , :' - 'I 1 l' _ Ii"
., p' - j!' 7' - 0' , 7' , - 4' 8' .... 8' , 23' ... '1 1)' - II
" I' _ 4' 6' - 6' 8' ~, - 4' 8' - 0' 8' 21' - 8' l' - 6'
" , - 8' 6' - 2' 9' 4' - 4' 7' - 8' gT 20' - 61 0' - 101
" , - 0' - 5' - 10' 10' ~, - 8' 7' - p' to' 19' - 41 0' - 4'
.MVID NORRIS CNGlNeERING
DCSIGND TO '..., ST~ MJILDING CD1JC
I'C1t CHAPT. "~1f1R lDD NI'H WIND Pg. l-A
CXl'I/lES AnDl 2/ 1/01
EDGE BEAM SPAN TABLE (OPEN BUILDING)
MAX/NUM COLUNN SPACING - SIMPLE SPA.li.
-ct1FJT1NUaus
F:DGF RF:AN SPAN
CDGC BCAM SIZE
21)(21)(. 044
Pa t / 0 E)(t,
21)(31)(.050
Pa t / 0 E)(t,
21)(31)(,050
T / {t
2
2 .
Tilt F)(t
2 1)(6 1)(. 0~5)(. 120
Self Hat/no E)(t,
2')(71)(.062)(.120
S. (f Ha t / n 0 E)(t.
21)(71)(, 062)(.120
S.{f HatlnQ E)(t.
w/ln~~rt
2')(81)(,072)(,224
Self Hat/no E)(t,
21)(91)(,072)(,224
S~lf Mat/no C)(t,
21)(9')(,072)(.310
S.lf Hat/no E)(t.
10 12 14
4'- 61 4'- 21 3 '-J D'
5'- 61 ~'- 01 4'- 8'
6'- 4' 5'-JO' 5'- 41
7'- 61 7'- 0' 6'- 61
5'- 61 :;'- 21 4 '-10'
6'- 8' 6'- 21 5'-101
9'- 4' ~- 8' 8'- 0'
1 '- 21 9 '- 8'
7'- 01 ~'- 0'
8'- 4' 7'-10' 7'- ."
13'- 21 12'- 41 11'- 6'
15'-10' 14'- 8' 13'-10'
J5'- 0' 13'-10' J3'- 0'
18'- 01 16'- 8' 15'- 8'
J8'-JO' 17'- 6' 16'- 4'
22'- 8' 2J'- 0' J9'- 8'
19'-101
23'-101
22'- 01
26 ' - 6 1
24 ' - 6'
i!9 ' - 6 I
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~
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~
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1/41/FT. (NIN.)
18'- 41
22'- 01
eo'- 4 I
24 '- 61
ee'- 8'
27'- 4'
17'- 21
20'- 8'
19'- 2'
22'-10'
el '- 2'
25'- 6'
.lel AL. RntF PANS
EDGE BEAM PLAN
16
3'- 8'
4'- :'
5'- ,
6'- "
4'- 6'
5'- 6'
7'- 8'
'- 2'
'- 8'
'-10'
10'-JO'
'3'- 0'
'2'- 4'
4'- 8'
J5'- 4'
J8'- 6'
16'- 21
19 '- 6'
J 8'- 0'
21'- 8'
20'- 0'
12., '- 0'
18
3'- 6'
.,'- 2'
4 '-10'
5 '-1 0'
4'- 41
5'- 2'
7'- 2'
8'- 81
5'- 4'
6 '- 6 I
10'- 41
12'- 4'
11 '- 8'
14'- 0'
14'- 8'
17'- 6'
J 5'- 4 I
18'- 61
J7'- 01
20'- 61
J 9'- 0'
22'-10'
20
3'- 4'
4'- 0'
4'- 8'
5'- 6'
4'- 2'
5'- 0'
6'-101
8'- 41
5'- 21
6 '- 21
9 '-1 01
11 '- 81
1 J '- 21
13'- 4 I
J4'- 01
16'- 8'
14'- 81
1 7'- 81
16'-41
19'- 61
18'- 2'
21'- 8'
~ ~ 'Q/H <TYP,)
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S)(
0.23
0,44
0.35
0.98
0,55
1. 97
2,~
4.00
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4,44
5.47
6.77
SPAN
CENTER BEAM PLAN
12 ' -4 I
12'- 41
J4'- 81
1 ~'- 4'
18'- 61
11 '- 81
11'- 8'
J4'- 01
14'- 81
17'- 6'
CENTER BEAM SPAN TABLE (OPEN BUILDING)
HAX/HUH CDLUHN SPACING SIHPLE SPAN
CDNT /NUDUS
15'- 0
15'- 0
18'- 01
.18 -J 0
22'- 8'
19'-10'
23'-10'
22'- 0'
26'- 6'
24'- 61
'- 61
12 '
9'-91
10'- 81
14 '
9'-01
9 '-1 0'
9 '-1 01
1 '-101
12'- 41
14'-10'
. ')( .
$, {F He 't In Q E)('t.
w/lnsttrt
21)(81)(.072)(,224
S. If Ha tin E)(t.
21)(91)(,072)(,224
Se I f Ha t / n E)(t,
2')(91)(.072)(.310
If 14 tIn t,
SPAN
16 ' -6 '
J6'- 6'
19'-10'
20'- 81
24'-JO'
21 '-10'
26'- 2'
24'- 2'
29'- 01
26'-10'
,_ I
. "
.\
~ .
16'- 0'
14'- 01
16 '-10'
15'- 71
J8'- 81
17'- 4'
'- 01
01
8'
51
41
01
'- 41
I.
'INTERLOCKING ROOF PANS
1-
12-
, 'I
18 - to
ROOF PAN (ALLOY JOOJ H-1I)
't' v.
ff 't' - ,0J2, r .0J2 .SU 11'- 0-
1- J /3 ~ Oil
12-
"* NOTE: PANS AlAY O'41lHANQ 1/5 OF SlllPLE SPAN. SPANS AlAY BE INCREASED Z-
FOR EACH 1Z. OF OWRHANQ tJP 71' J'- ~ CONSULT AN CNGINEER FOR
QrCA7E1l O'41lHANQ.
lPCN 13''''1 14'-4#
MJIL..JING , IJ/lJl 1.''''# 13'-1/1
11""'# '.'-1/1
,.AIlTIAL 11''''1 '.'-1)1
DICI... DSCD . IJ/lJl II) ''''1 II '_1)1
MJIL..JINll II) '_1)1 11)'-41
rwa nscp 13 -4 13 -II
MJIL..JING ,~ '.'-1)1 1.'-41
11'-41 11'-11#
lJA'II. IDlIII$ DlGIIEERING
1JalGNE:IJ TD 1_7 STANlJNIR MJIL..JING CIJIJC
HIt ~T, 1'1>> F'DIl 11)1) NPH tllN>>
0fP11IU ItFTEIl 2./ I 0/
Pg, l..~
(CPT.) I' STEP FASCIA 11/,. X II
I II' D.C. 'OR
e' X e' X O.tuO
ST IFFCNER
NOTE I FOR OUTSIDe SPANS )
USE e')(3' (VERT.)
TYP. SECTION DETAILS
liD.IL
IIIE.N fDST STRUCTURE
IS HASONRY USE , 10
X e' TH.JNIJE:R m. TS.
I' X I' X e' X O.
ANGLE CLIP 11/ (e)
, a X :va' II. ~
SHS. EACH IIA Y.
SLlPC HIN, 1/4'ffT.
-'"
~ X ALlM ICAH
~ x ~ AUM. aJ..
RaT PAN
Ie' (J) tJ8x:VS' ,,/HEAlJ
SHS. TOP, JlDTTCJH
CF CACH RISER.
'10 ./HCIW SHS
THRU MJX HCAIJCR ~
Ie' CENTER INTO fDST
STRUCTtRC .
(3) PCR RaJF' PAN
, S X :VSI V, fCAIJ
SHS, ai CCNTER
INTO M:AH,
BEAN PER DESIGN
TAM.E .
(3) PCR RaT PAN
, lOX I-I/e' '11,
SHS. THRU RDDF PAN
, JIDX HCAJJDt ON
CENTrR INTO IIJST
STRUCTIRE ,
B X :VB' II, HEAD SHS
U RaT PAN RISER ON
16" CENTOl INTO ST/FF'CNDt
A T EACH ENJ) OF RaT,
ex AL.UH,
(I) 1/4' 111A. X.3 1/4' T-aT
. e41 a.c, OR TAPCON
MITEI
AT CDRNERS USE (I) 1/4' lilA,
X " 1/4' EA. 111R. I
4" (#lAX,) F1lIM CORNER I
I' 'x I' X 1/11' X e'
/ ALlM, CLIP tI/ (If) ,.
X l/e' TEJ( sanIS IN
CA. l1IRCCTION
.. -
-I X e ALlM,
. , ' .' 4' 'J. ". A4SE' PLATE
,.,.. .' . .:4" .. '
.', .,- .:. ..:. ;..
- : , ' .:
.' .:. '0... . ,'.''- I ,
, .
(8) .I/of' DIA, $TL,
n.lAn eM,>
. ~ " ''fI'..,
. ~~~
~, , . 'r ( .
.' J( .' f1WT IH1IM
4-4" J( " S.II,S,
10 f1WT IIf1ll
IIlTDlfll .-v ftJM:6
I' X e' CPEN IAt:K
MTTlM PI..A TC
. ....' '. .'. '
CAST ALlM. .auc INSDtT tV (8) .v.' DIA, x ~ In' CONe
A .B.~ , (8) 1/4' DIA, TI8J.IlI.T.f tI/ M4SMlU .
OR
8' X 8' X In' ALlM. MD..E tV (8) 1/4' DIA. X 2. yit" TAPCON
CA. $11JC OF' ClLUIfN wi (Z> 1/4' DIA, THRIJ.IlI.T.f
It/ Iil4ShD.f () R
3 In' x I In' x I/Ii'. flCCEVING CIWiNlJ.
tV (8) .v.' DIA, X:t In' CONC. oM. B. '.")
OR
CAST ALlM. .auc IN$CM tI/ (4) III S,H.S, INTO IGUI H~ADIR (tZ "MIN. CoM Bt:.::>)
, (8) 1/4' DI", THRIJ.IlI.T.f tI/ IlASlGS
l
. 00 .
(I) 31/4' X 1/4' DIA.
T-JaTS I e4' O,C,
OR. I/~ "DIA. TAPCON5
. ~"'. ; 0' .~.::: ~:. . .~'. .'~. : .:- .;. : .:~ .
. . ,." ". :'" o' 6.. ,. ~ 7 . ..
1'.0 .. II. .~. '", .0..
. 0.' 00 :. ~ :~:: ~.;.' ., ::-r: ~-::-'"F. .
.: . J. ~ '. ~... '" . .. \ , .' .
.:.... '~.''''.~:~..'''.''~;..I~':..''''
CXISTING CDNCRETC
OR
J.EII 'Df(/~ I' X I' IO.r:J F'DOTIMi 11/ (I) 13 CONT,
OR .
Km 1JCCI( 11/ Da.. ex, (HIN.) PCRIHETDl IEA1JER
A4VID 1DfR1$ ENGIM:ERlMi
1JCSIGItf:1J ra "1 $TAIilJAD MJILJJlMi C011C
POt ~T. J'''' fTIf lDO IfIH IIIND
EXP IRa AFTr:II .?oJ / J 0/
Pg, 1 -F
JIf POST LENGTHS AND SPACING FOR WALLS
)UPp,OR T I NG SOL I D ROOFS (12 I SPA.f:J:tJ I D/H) JI(
POST IDIlNAL ~ IMLU $416 IMLU
.wJ.
SIZE IElfMT 1'IJ$7 INCINII 1'IJ$T INCINII
rlltld, fir 11 ~I"'. el~o.
'1 .. 1-0. .1- O.
rxeld, "fI 11 '1-4. 31-01
'1 41.... el-4.
11 11"'1 41-01
rllll/tl, fUI '1 , 1-0. :JI-OI
II ~I_OI e'-4'
71 J 0 1-01 ~I- O.
rxrd,II31 II 11.... 31-101
'1 , 1-01 31-' 01
71 , 1-01 41-0.
Ilx:JIJll,1SfI II , 1-0. 31-0.
'1 ~I_OI el-4.
101 ., I_IJI el-IJI
71 !J1-71
r.:JIJll,l7f1 II .,I-/!I
,1 31-31
IIJI 111_'1
11 'I-/!.
Jl1f3IJtI, fUI II 41-11
" 3'-71
JIJ' 31-JI
l' ,1-31
Jl1I3IJt1.1JJ' I' 11_1J1
,1 ~I_~I
JD' 41-111
l' 111'-01
JI.:JIJtI,IZ11 I' -'-'-D1
" 1'-01
IIJ' '1-01
. e 1JlltENSIIIJAL LlJA1JING -' C/M6INEJI AXIAL (RaT) ,
M:N1JING (Wllm) LlJA1JING. FIR EACH AJJ1JITIDNM. 1TDT
IT RaT SPAN (CIl DVCIIHMiG) > 131 RE1JUCC PD$T
SNtCING 6Y U,
. '.. '..
. .. .e .
" ,'of..
. . ..'
.
81
HIN,
THK 'ND SLAB EDGE DETAIL
10. DIA.
J ,3 CF (eOI>>)
a" NI CDNC,
7D
li1lAJa['
FLL
,
~
5/,. 1JIA, RC.MR
'I LNG. TI8J
fII1ST
POST FOOTING
DETAIL
leI ])11..
A4VIJllOlRl$ ENGlNaRING
lJC$lGNC1J TD 1'7 $TANlJARJI aJIU11NG CDJJC
I'CII ClWT. J "" F1JII J 00 ItI'H tlllm
P9.1-
CXl'I/lC$ AFTER a 11/0/
.MV1.llDlRl$ ENtillEERlNG
IJaltilO TO 1'7 $TANlJAR.I MJIUING Cl1l/C
I'D CllAltT. 1'01 /fIf 100 IIPH .,IN.l
0tP11la AFTDl .E11/0/
6X6 110/10 ..... ..... r.
OR USE rl BERHESH
REINF'ORCEHENT STRANDS
HIXED INTO CONCRETE.
FINISHED GRADE
1 NOHINAL CONCRETE
f 3,000 pSI HIN.
4')(4'XI6' 8RICK
SOt.. I D SPt. I TrACE
HORTAR KTVEEN
8R ICK AND It.OCK
8'X8'X16' CELL
BLOCK 6' HAX.
HE IGHT.
VAPOR ,ARRIER
CLEAN COHPACTED FILL
PIERS
(I> " REBAR PER
COt.. UHN . 6' a C. HAX.
IN CONCRETE rrLL BLK.
NOTE'
FOR HEIGHTS > 55'. USE
16' ....IDE rOOTER AND SOLID
C. B. BACKuP ....ALL (NO PIERS)
~
(If/ N)
16' ..../8' C. B.
(I> " REBAR ~ STEEL CHAIR
RAIL OR 4'X4' IRICK SCRAP
TYPICAL SECTION
(ASSUMED SOIL PRESSURE~2, '00 ps~)
"
VARIES
1
6" ,-:-0'
( HAX)
~
CJ
I ~
i
\.0 '"
,ACK uP WALL
UNDER Ha'ILE HOHC
8X8X 16 CELL 8LOCK
"
V)
ll.J
........
Q::
~
V)
ll.J
........
Q::
~
. HAX. a c.
6' HIGH rOR
ru BLOCK
'JL UHNS.
4'X4'XI6'
SPL/ T IRICK
....ALL
6/-0'
61-0'
61 -0'
VARIES
DAVID NORRIS ENGiNeERING
DCSIGNCD TO '97 STANDARD 8UILDING CODE
PER CHAPT. 1606 rOR 100 HPH ....IND
EXPIRES AF'TER rEs. J. '01
.;..:':-, ,-' ",.'" .
- I II 1,":':\ t)-
Pg. 1-.1)
(TYP.)
'/8' RE~
rRON FTXJTDI
INTO SLAI
THRU CELL
BLOCKS.
Pg. l-H
SHEET
IRUI!' AWII. f'AN$
wIl'.o X r SM.S
.4 ac 1110 I X 4 1lA1r'
.....~rJ'f.
1/.-1f1. ~~~
7lftJC7UtAL AlJJII.
S'rmJI (nP.)
(I f'i( lfTrl(I'rc~NT,)
.tOW- ~ S1UD
WALL ell ac {ItIAX)
~B"T1/~WI/1l~G,~.R",r. W/~-
.. .'1,1c;t ac ED<<S / ItJf1fll.
Ii . r ac 7M Ii AJ.tJN(J ALL ~ t PLATI!.S
(F'OR SHEA/f Ii IJ11'UFT)RePLAc~s HURR. CUPS
.1/1- OIA. x . LIl ctJNC.
ANQKJRS . H- ac (nP.)
I"H- fI.1. ItOOD M.A1r'
011 CXJS1IN(J
,.. CONC. aM
.. ONa 1'OO'fDf (T'tr-.)
- CCNT (nP.)
.2.-0 FOR OPrlONAL FOOTE.R DE:TAIL
*
ON - HA/JITASJ..f!. STRUCTUP. e:.)
(~l#lDxZ."@ 2.4 'o.e. THRlJ. 3/Jt '(MIN.)
F1kc;,IA INTO TRUSS OR RAFTE.R tAIL5
OR ,H'8 REC. HEADI1f ./110
ad . .. 0. C 1110 otsr TOt' IlA 1r'
011 (I) IJO . ,.. o.c INTD .m.o
011 .)1"- GVA. TAP CONS . .. o.c
1110 CCNC
w/ , ,/..- ItIIN. O&D.
FoR AlL CONDITIONS '
m:rAlIf' AlJIII. PANS ~
WI (J) "0 SlLS~AN 1/.-Jf!:
. ('T"tP. . CA. DID)
AJJM.
I
~
NOm
~.f1cr.c~(~txSF !:A, WAL.L STUD
I/$E SN::MWALL STOIf/rI au<<-x f'AT7f1fN
ILH. ~ W/(I) ad @ Q .m.a.
(DR)
u.w 6TOIf/rI MACZ' ',Ir JH!JIII(R y NA/UI)
IWf MLU.I!IV:'&,W/HURR.Ct.IPS
P~R ~BOII~
~~
1,.-1f1.
&IJD saEW WI (4) liD SILS
TOt' Ii 801. (rn-) (0It COUIV.)
NOTE.: ALL THRLl BOLTS REQUIRE. WASHERS
_~/O = ~o S.M .5.
ALL S.M.S, TO BE:.. WASH~ - HeAD
.!Y'8X/~/X ~"c
~ASe. wl(2J 11"- aA. T~ tJIt RClV.~ WI
(2)114 aA...1 1# sr. THRU BOLTS I
_ -TOP OPo SIDE-MOUN-.r. .ALLOWeD - -
~ CAST AJJM. ~ASE INSE.~T
WI (1) ~ OIA. X I 114- TAPtXMS Ii
<<aM C<<. WI (2) 1/4- GVA. THRfJ --.13 WI IKS'D.t (rn-)
\{J\~
7HIS STRUCTIJRE HAS BEEN DCStCNED IN
ACCORDANCE ttlTH THE 'g.7 STANDARD BLJ)(;.
cooc tilTH ALL RE\fstONS TO
CHAPT. 1101 FOR '00 "PH ttlND ~oaTY
YOlO AFTrR 2./ / /01
DA \tD NORRIS ENGlNaRlN(J
112 COLDJAN RO,
MfNTl:R HA ~ FL. ~ P 2 C
(94') 2gg-,tu8 g. -
TYP. DETAIL - RAISED SLAB &
WALL SECTION FOR ROOM ADDITION
(3) #10 S.M.S. PER
PAN (1" MIN. EMBED) TYP
NOTE: #/0 ..s.M,5. w JWASH~R-
HeAD /.5 TYP.Ir-OR ALL 3"
AL. PAN CONNECT/ON.5
NOTE: MAY BE SINGLE PLATE
IFCONTINUOUS 2" X 4"
i" COX PLYWOOD, 7/16" O.S.B.~
or 5/8" T1-11 WOOD SIDING W/
8d's @ 6"/12" O.C. EDGES/
INTERMED. & @ 3" O.C. T&B &
ALONG ALL PLATES & HEADERS (FOR ,.
SHEAR & UPLIFT) - NOTE: THIS
ELIMINATES THE REQUIREMENT FOR
HURRICANE CLIPS T&B ON EA. STUD
ON WALL HE~~~TS 8' OR LESS- (TYP)
2-x4- WOOD STUDS
o 16- O.C.
3/8" DIA. x 3i" CONC..
ANCHOR BOLTS @ 24" O.C.
THRU 2" x 4" P.T. PLATE
4" CONCRETE SLAB W/ 6x6-
10/10 WWM OR FIBERMESH W/
2500 PSI CONCRETE OVER 6 MIL
VISQUEEN ON CLEAN, WELL
COMPACTED FILL (TYP)
4" SPLIT-FACED BRICK
(OPTIONAL)
GRADE
/I
FOR H > J.f8
.it SE.ALE.D ) ENG N RD.
PLAN /.5 AE.Q'D.
It
~
COMPACrro FILL
/I "
(1) #5 VERTICAL REBAR IN 8 )( 8 C. B.
FILLED CELL @ 16'-0" O.C. (MAX)
wi 10" MIN. HOOK ON EA. END. (TYP)
8" X 12" STEMWALL FOOTING wi
(2) #5 REBAR wi 2500 PSI CONCRETE
(TYP)
.
.
I.
12-
..I
THIS STRUCTURe HAS BEEN DCSKiIN6J It
ACCORDANCE WITH TH€ 'g.T STANDARD IJI.D(J.
CODE WITH ALL RflfS/ONS TO
a-tAPT. "01 FOR '00 IIPH WIND ~oaTY
VOID AF'Tf:R 2./1/01
DA KO NORRIS ENGINEERING
',2 COL.EJIAN ROo
WINTER HAKH, FL. ~ Pg. 2-C
(rut) 29g-,tUlJ
NOTE: THIS FOOTING DETAIL MAY BE USED
FOR SCREEN OR UTILITY ROOMS.
\
IIHI~ 1110 II1I 11m 1111111 all III 1111
11111383
Rept. 382814 Reel
DSa 8.. ITa
81/M/.
6._
8.-
Dpty Clerk
JED PInuI, PASCO count CLERK
81/M/. 12.13p. lPGof 163:5
OR . 429(2)
1/ l /) 1.11
5 t At ~ ') t J- /l." J)IT
NOTICE 011' COkKENC;!H.CHT
County of P A S'c 0
7UB lINOeRSICNCD hereby 9ive. notice that improvoment will bet madet to c:lrt.:!in
re.:!l property, and in accordance with Chapter 713, f'lorido 5tetuteo. the
fo1lo....ing intormation i. provided in thi. Notice of CornmonCOIncllt.:
I. Parcel No. j'/-JS -7-( - 0010 -01300- 0 110
e,
2.
-,
Central Description of
P A (' f:.A. G~
J. O\~nor Infornlation, Namo f2tyjJJP Hf}A"I l~,;J M.H. p.
Mcleess 31G~ L/W:,$ Av,(" City 2€'IIt(/l1+tl,.t,) 5tHe t=L '
Interest in Pr.uperty'
NOIRe of f'ee Simple Titleholder,
(If other th,n owner)
Address
City
State
R
1\ .
Contractor: N.3me f)f Ii C()JVsr/2.c)C.rJD~ Or-- Cttv7R,AL
^udren //L(qL{ 5eIJATf 5'[. City J!iJooIcS"VIUIf
/=L-
State FL ~ 3'-16/c{
';~--~~:~
5. Surety: N.3rne
Addross
City
St4t~.
^l1lount of BondI $
6. Lllnder: Name
Aduross
City
Stiltc
7. Peesons within the State of Florida desi9noted by Owner upon ....r.c:n
notices or other document. may bo served os provided ~y Sec~ion
71J.1J(I)(a)(7), Florida Statutes,
N.,ma
^c1dre.a
City
StuL'!
e. In additio.n to himself, Owner d"cui9nate.
ot to roceive a copy of t~e
Lienor', Notice a. provided in Sect.Lon 71J.1J(11lb), rlorid/l Statll:cs.
\/. t:llplrnl..lr.m dnt.e ot Nat-J.ee ot COlllmenCemenl...(the expirat10n d.3tu is 1 year
tr?m the u~to uf rucordin9 unle.. a different date is specified. I
-r
Sworn to
~'UL:V .
Not.:!ry PLlblic:
~A.W
,; ~ Bruce A Asbel .
I: II 1111' c.....ml-.-.lon CC748877
.. #
,....~ ExpIntS June 22. 2002
"M.'1 Com.nl !lsion Expire.:
'c,)Ouo..