HomeMy WebLinkAbout00-9353
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BUILDING
BUILDING PERMIT
Permit 09353
Date 5' /'7 7 ~(J
f
CITY OF ZEPHYRHILLS
(813) 788-6611
1. S-~ ?
PLUM~NG
M~HANICAL
Sewer Conn
Water Conn:
ELECTRICAL
p,"p,rty Own,,, l,.U: ll:c~ R<i . W"" Mot"
Job Address: Lo-\ 1)5' 6rcoY\d r; 'Z.c."'I .3 '1~ ~9 7?~ TI.F,'s:
Parcell.D. # 14--,,){- ~,- dO IV - 01700 '. OI..5~- /}LI~ ~
Radon Gas: 5., ~
Zoning: Energy Code:
DescriPtion of Work ~ - fb c.. ~ 'Jf?
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
FINAL
C,Q.
Lf"" 2~ -t7tJ
DATE
NO OCCUPANCY BEFORE C,O.
DATE
Inspector
Permit Fee Cf S',
Signature fJzu.' /l .. ~& P
Company
Address
Telephone# 7 fz-- 10,", l(
Valuation or
Contract Price
It J OOt). ce
r
City License Registration #
State Certified License#
tk. e 8(e<..
ELECTRICAL l a
PLUMBING
MECHANICAL
Tp. Servo
Rough In
Meter Can
Const, Pole
Pool
Pre-Meter
Final
Lintel
FRM.
Insul. CL
WL
DriVeWaY.5-:s,~oa
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.00) shall be made for each trip for each trade:
a.
b.
c.
d,
e.
f.
g.
Wrong Address
Condemned work resulting from faulty construction.
Repairs or corrections not made when inspection called,
Work not ready for inspection when called,
Permit not posted on job site,
Plans not at job site.
Work not accessible.
("(1
H-
14'73'{
'3 -2..17 __ "2. adO
9 j-. re r
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
(935j) . .
DATE RECEIVED ,-J- fl' -0 D
PLANS REVIEW FEE
JOB ADDRESS
WI f..,(", (fl/IA B 00 Tf1
/-f), (S-~ j 7 ~J./l
PHONE
OWNER'S NAME
LEGAL DESCRIPTION: LOT(S) BLOCK
PARCEL ID # sl/- 2t; -2. (- (90 ( 0 - Of 'J 00 -Of 5"5"
SUBDIVISION ~IJ Ifufl,/20tV
(OBTAIN FROM PROPERTY TAX NOTICEl
WORK PROPSED: DNEW CONSTRUCTION
o ADDITION
DALTERATION
o REPAIR
o INSTALL
Os I GN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI - FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
~ER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK ALti1V'tll/dlYt
BUILDING SIZE II X .51
f A-<.-t;H;1C er.:: IJ.-rrA- c (1
SQUARE FOOTAGE 5 Co (
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~ILDING
~ECTRICAL
PERMITS REQUESTED
-
$ / 1 000
AMP SERVICE
D~~
1/ /D&1
o O:::ATION OF MECHANCIAL INSTALLA(~~~//
o FRAME 0 STEEL 0 OTHER "" ., '.. ////
" ---
IS PROJECT IN FLOOD ZONE AREA~ YES ~
o
FLORIDA POWER
VALUATION OF TOTAL CONSTRUCTION
--~.",."
o PLUMBING
o MECHANICAL $
o GAS
o ROOFING
o SPECIALTY
TYPE OF CONSTRUCTION: 0 BLOCK
FINISHED FLOOR ELEVATIONS
SIGNATURE
~ !l-. tCAJI
COMPANy]itJ+ C OA60L UC TltJIl/ tJ~ U#ffl.At... I~.
STATE CERT OR REGIST # C(1LOSr"7? g-z....
CITY PROCESSING # ~
BUILDER
******************************************************************
SIGNATURE
~
4~ ~
COMPANY 1+ Gt[" /iL (~ ,IUe.-
STATE CERT OR REGIST # --' ? '1
CITY PROCESSING #
ELECTRICIAN
******************************************************************
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".
J:1~ :8 ~~
SIGNATURE: ~ER OR AGENT
J=1~-g~
SIGNATURE: C RACTOR
STATE OF FLORIDA P'lr~o
COUNTY OF
The foregoing, instrument was acknowledged
Before me this t' day of mMcd . , ~--2.fP?
by B/"uu-- fl--:--7JJ;e~'-
(name of person acknowledged)
~o is personally known to me, or
STATE OF FLORIDA_p A- ~ L 0
COUNTY OF - .
The foregoing ins rument was ~5kntlwledged
Before me his da of bIZ C , __ 2.A)tOO
by $ '-
~ (name of person acknowledged)
~ho is personally known to me, or
Dwho has produced
(type of identification)
and ~did ~id not take an oath.
~ Il-~ ~
Signature of person taking acknowledgement
~,~ A \. f}5f3,;tr
Name typed, printed or stamped
,,~ Bruce A Asbel
..:a*My CommtulOn CC74S6n
'\;....;,. ExpIres June 22, 2002
Dwho has produced
(type of identification)
and who Ddid rn:fid not take an oath ,
~ JL~
Signature of person taking acknowledgment
BtLUG/; JJ.. 1+ $I5GL
Name typeq" ~~Nbelor st~lt\ped
<~ My Commission CC748f, (I
t.; Expires June 22, Z002
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,
tjj i... t(~~r>;:;T7z~c--r-l ~'--J
t::>T '~)i3 6.t:'.'}Nj) f-biJZPN
SQ. FEET PRICE
MAIN OR LIVING AREA .
OTHER AREA UNDER ROOF Sbl IS ,c9?~
OTHER
"). t)U
BUILDING: b~ :>~
ELECTRICAL: /- c)c
PLUMBING: JJ/tr
MECHANICAL: Nh
. F-+, RADON: 5. Co!
CREDIT: tJ It
SEWER: tJ/Yl'
WATER: l
TOTAL: J
T.1. F',S IJ /r
4 q-!f: 61
B&H CONSTRUCTION OF CENTRAL FL.
4025 MORRlS BRIDGE ROAD
ZEPHYRHlLLS, FL. 33543
1-813-782-1064
DATE: '2 - 10- 2-000
SUBMITTED TO:
NAME: mIL 4 (has goo-rH
PHONE:
S TREE T: /'Y\ DVc.. ~ 532. (L</I3J..f1 fA. To tP(lA-,J./fl II.()/u 2 c;J
CITY
STATE
ZIP
aUNT
PRODUCT
SIZE
UNIT PRlCE
J .
2,
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5T1llk. rvfU~
;+,
.'
SUB TOTAL
PERMlT FEE
TAX
TOTAL
ESTlMA TE GOOD FOR 30 DAYS
BALANCE DUE UPON COrv1PLETION
EXT
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~'.;.t.,f'(i''''';;!''.;'V''IJ''' 2' X 3' Pa t I 0 Bear? 2' x 3' T I l t Bear?
" v
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l~. H4Xr T
~ 1:[ -
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I CfLLllVIEAJI - HEIGHT/SPAN TABLE ca.UHN/BEAH - HEIGHT/SPAN TABLE COLUHN/BEAH - HEIGHT/SPAN TABLE
, IIALL/ SOLID VALL/ . C7 SCREEN VALL/ SOLID VALL/ ~"'~ SCREEN VALL/ SOLID VALL/
/IDlJF ' ROOF" "': . ROOF ROO; ROOF" ROOF"
..' II!' - 1!' , - :' " , - r' " - I I' 3' 6' - 6' 8' - '8'
" - :' , , - :' " - p' 4' 4' - 4' 7' - 6'
~, - I' , " - I' , - I I' 5' , - 10' 6' - 10'
- . ' - .' I' , , - 1 I' , - 4' I ' , - B' 6' - 2'
., " - 10' 4' - , " , - 0' i' - 10' " , - 10' 5' - 8'
t' ." - 4' " - 1 r' " I' _ " i' _ :' 8' 0' - 2' 5' - 4'
0' - 8' , " - 9' 9' - 6' 5' - 0'
, , ., - " - " - ~, ~'
II " i' - 8' " - 6' II " , - ., , - I }' 10' 9' - 0' 4' - 10'
NOTE I I) ALl. SOLID ROOF" CALCULATIONS ARE F"DR 4112 MAX. RfJDF' SLOPES
2) BEAN SPANS HAY RE INCRCASED 2DX VIEN CDNTIMJtJUS DVER INTERIDR CDLUNN SUPPORT
3) ALL KItH SPANS ASSlME LATERAL PURLINS (2'x2'~'9D. FRANED
ACROSS RaT , CACH POST IN SCREENElJ SI/JE WALLS
4) VALLES MotY RE INTERPa.ATED FTJR INTERNEDIATE LENGTHS DR SPACINGS
2' X 4' T I , t BeaM 2' x 4' 2' X 6'
J Self Na t I ng Bear? Self Na tIn 9 BeaM
l~. MU'r
4. I 6.
I
.050. . V .12cC '] U ..
.... .120.
\ 1-
A ..-;-055
.~ .
"_I- '-:044 A>4 _
I- 2. .~
':lLLllVJEAJI - HEIGHf/SPAN TABLE CDLUHN/IEAH - HEIGHT/SPAN TABLE COLUMN/BEAN - HEIGHT/SPAN TABLE
~ JlALL/ SOLID VALL/ ~ SCREEN JlALL/ SOL ID flALL/ ~"'~ SCREEN VALL/ $a. 1 D flALL/
,'RaT . ROOF" ROOF ROOF ROOF" RODF"
" " - 2' 10' - 8' , , - , , - , 3' '5' - 4' 18' - 8'
, " - . ' . 9' - 2' , , - 4 ' , - , 4' 'J' - I ' - 2'
~,
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:' I' - :' --.,., - 6' , " - " , I' _ 4' , '-' - p' " - . .'
" p' - i." 7' - 0' , ., , - 4' 8'- B' , 23' .. 2' 2' - I'
~, " - 4' 6' - 6' 8' i' _ 4' 8' - 0' 8' 21 ' - 8' 11' - 6'
" , - 8' 6' - 2' 9' 4' - 4' 7' - 8' 9' 20' - 6' 10' - 10'
~' " - 0' 5' - 10' 11 D' '3' - 8' 7' - 2' '10' 151' - .,' 10' - 4'
- JlltVlD IClRRl$ DlGlNCCRlNG
1JC$lGItDJ ra '.7 $TA/tIlJIJU MJIL1JING CD1IC
KIl CHAPT, 1'01 1TJR JOO N1'H ~lND Pg. l-A
.
CXPlRE$ N'TER 2/1/01
~DG~ B~AM SPAN TABL~ (OPEN BUILDING)
HAX IHUH COLUMN SPACING - Sf#t,ft.. SPAN
NUGUS
~._ ~DGC 1J~AN SPAN
~DG~ AM SIZE 10 " 14 1& 18 20 Sx
2'x2'x.044 4'- 6' -' 3'-10' 3'- 8' 3'- 6' 3'- 4' 0,23
pa t 1t'Jf"~t, 5'- 6' ~'- 0' 4'- 8' 4 '- :' '4'- 2' 4'- A'
2'x3'x, 050 6'- 4' 5'-10' 5'- 4' 5'- , 4 '-10' 4'- 8' 0.44
patIo 'f"~t, 7'- 6' 7'- A' Ii'- 6' Ii '- ~, -5 '-1 A' 5'- 6'
2'x3'x.050 5'- 6' 5'- 2' 4 '-10' 4'- 6' 4'- 4' 4'- 2' 0.35
TI{ti~t, 6 '- 8' ., _ -PT :i'-JO' 5'- Ii' ,If'- p' 5'- A'
2'x4'x, 044x, 120 9'- 4' j '- 8' 8'- 0' 7'- 8' 7'- 2' 6'-10' 0,98
S { I f"~-t '1 '- 2'. 9'- 8' '- 2' 7/'- 8' 8'- 4'
~" 7'- 0' ~'- 0' '- 8' 5'- 4' 5'- 2' 0,55
8'- 4' I. '- 4' '-10' I{ '- 6' 6 '- 2'
S,l f' .-4~ t -, n t'J :'f;~. 13'- 2' 11'- 6' 10'-10' 10'- 4' 9 '-1 0' 1,97
15'-10' 14'- 8' 1.~'-10' '3'- 0' 12'- -4' 11'- 8'
~;1~'x. 062x, 120 J5'- 0' 1~'-10' 13'- 0' ~'- 4' J J '- 8' 1 J '- 2' 2,~
Uat/nn f"~t, 18'- A' 1 '- 8' 1~ ' - 8' 4'- 8' 14 ,- A' 13'- 4'
2'x7'x, 062x, 120 18'-10' 17'- 6' J 6'- 4' 15'- 4' J4'- 8' 14 '- 0' 4.00
S, {f' HQ tlnQ Ext, 22'- 8' 21 '- 0' 19'- 8' 18 '- {,' J 7'- 6' 16'- 8'
w/]n~~,.t
2'x8'x, 072x, 224 19'-10' J 8'- 4' 17'- 2' 16'- 2' J 5'- 4' 14'- 8' 4,44
Se (f' Ha tin n Cxt 23'-10' 2;!'- 0' 20'- 8' 19'- 6' 118'- 6' 17'- 8'
2'x9'x, 072x, 224 22'- A' 20'- 4' J 9'- 2' ~8'- 0' J 7'- 0' J 6'- 4' 5,47
S~{f' Hotlnt'J Cxt. 26'- 6' 24'- 6' 22'-10' '1 '- 8' 120'- 6' 19'- 6'
2'x9'x,072x,310 24'- 6' 22'- 8' 21 '- 2' 20'- 0' 19'- 0' 18'- 2' 6,77
S,If' Hotlnt'J Ext, 29'- 6' 27'- 4' 125'- 6' 124'- A' 122'-10' 121'- 8'
~ ~ 'D/H <TYP,)
1/4'/FT, (NIN. )
~ .12' AL., RDCF PANS ~
~ ~ ~ ~
~
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e e
SPAN
SPAN
EDGE BEAM PLA!::!.
CENTER BEAM PLAN
CENTER BEAM SPAN TABLE (OPEN BUILDING)
HAXIHUH COLUHN SPACING SIHPLE SPAN
CONTINUOUS
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9'-9' 9'-0'
16 '-6' 15'- 0 12 '-4' 11 '- 8' 10'- 8' 9 '-1 0'
16'- 6' 15'- 0 12'- 4' 11 '- 8' 10'- 8' 9'-10'
19'-10' 18'- 0' 14'- 8' 14'- 0' 12'- 8' 11'-10'
20'- 8' ,18 -10' 15'- 4' 14'- 8' 13'- 4' 12'- 4'
24'-10' 22'- 8' J 8'- 6' 17'- 6' 16'- 0' 14'-10'
21 '-10' 19'-10' 18'- 4' 14'- 0' 0'
26'- 2' 23'- 0' 22'- 0' 16'-10' 8'
24'- 2' 22'- 0' 20'- 4 15'- 7' 5'
29'- 0' 26'- 6' 24'- 6' 18'- 8' 4'
26 -10' 24 ' - 6' 22 - 8' 17'- 4' 0'
, 6' '- 4' '- 0' 4'
'INTERLOCKING ROOF PANS
1-
'2-
,0J2 .'06 '5'-'
. "
/8 - to
ROOF PAN (ALLOY JOOJ H-tl)
,~
't' \I:
fj 't' - .0J2, [ .~ .:u. ,,'- 0-
1- -I /3 ~D"
'2-
"* NOTE: PANS MAY O'tOHANQ '/5 OF SAIPI.E SPAN. SPANS MAY BE INCREASED 2-
FOR eACH 12- OF OVERHANQ UP 7P J'- ~ CON$IJI.T AN ENGINEDI FOR
tiWCA 7l1l OVERHAN4
lPCN I~''''' 14'-4'
MJIL.JINIi , IJ/I6 I.'"" I~'''''
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MJIL.JlNIS . MIl I.'-IJ' 1.'-4'
11'-4' II....'
/JAr/. M:MI$ ENGINEERING
1JC$IGNCD 10 '_7 $TAN1WUJ MJIUJINti aJ1JC
HJt t:HAPT. 11M F'DR 11Jf) NI'H IIIIm
DfPllla AF7Dt e./I/Q/
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OR
6' X 6' X In' ALUH. MG.E IV (6) J/4' .114. X 2.'1,," TAPCON
CA, SIIJC or ctJ..tM /IfI (Z) J/4' .114. TH1lIJ AT.f
IV I6UN:U QR
:I In' X J J/6' X J/lfII flCCEVINfi ~
IV (6) .1,;W' .114. X 3 lh' CONC. A . B. 's
O~
CAST ALUH. ~ 1N$E7tf IV (4) '1' S.H.S. INTO AalD H~AD4R..(2."MIN,EMBE~)
, (6) J/4' .114, TH1IU AT.f J// AllUNJlS
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(CPT.) 6' STEP FItSCIA 11/ III X I'
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e' X e' X 0, fUD
STlFTENCR
NaTe' F'CR OUTSIDE SPANS )
USE e~x3' (VERT,)
JID.IE.
IIIDi IDST STRUCTURE
IS NASDI#lY USE , lD
X I!' THJN1JCR D. TS.
II!' (l) 1#8)(5/8' w/HEAlJ
SNS, TC1P' JlDTTDN
or CM:H RISER,
RaT PAN
(3) PER RaT PAN
, , X ~' II. IEAJ)
SNS. OJ ceNTER
INTO M:AH.
I' XI' X e' X O.
ANGLE CLIP W/ (e)
, 8 X 5/8' W. I-CAJ)
SHS, EACH IIA Y.
(3) PER R/XF PAN
, lOX l-l/H' 'II.
SHS. THRU RDDF PAN
, JIDX HEA1JER ON
CENTER INTO IDST
STRUCTLflE .
2 X ALlM, ca..
TYP. SECTION DETAILS
(J) J/4' DIA, X 3 J/4' T-Ml.T
. 24' a. C. OR TAPCON
SL.IPC HIN, J/4'/F'T.
IDTE.
AT CDRNCRS U$E (J) J/4' DIA.
X " 1/4' EA. DIR. .
4" (NAX,) /1lQt ClRNER.
: ~
J
. '
(6).J/4' lilA, S7L,
rJalAn (TW',)
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.:.... .:.....\:~....':-~i....i..-:.;......
CXISTING CDNCRETC
OIl
lEI! TII('1Ip I' X I' MHJ FmTING )1/ (I) IS CONT.
trf
Irtm DCCK )1/ JUl.. I! X 6 (HIN.) PCRlHETDl If:A1JER
110 w/HCAD SHS
THRU JIDX HE.AJJER aJ
le' CENTER INTD IDST
STRUCTlR€ ,
8 X 5/8' II, HEAD SHS
U RaT PAN RISER DN
J6" CENTCR INTD STIFTDIDl
A' EACH ENJJ or RaT,
l' ,x J' X J/J6' X 2'
/ ALlM. CLIP J// af) ..
x J /e' TE:J( SCRf:J/S IN
CA, .IRCCT/ON
--J X e ALIM,
A4SE PI..A TC
.. ~ . " ,'J. ", ~..
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. \.. .:..'.
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. to .0' . .
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I"
.' 1/ .' I'O$T SH1tM
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OR. I/~ 'L;;l/A. TAPCON5
JMVID 1Dl1l1$ DGllEERlNG
lJUlGIO Tl1 'I' $TANlWUJ MJIL1JING CDDC
PfR ClW'T, J'. 1TIl I DD ##PH )111m
EXPIRES AFTDl .'a/ 1/01
Pg, l-F
~ POST LENGTHS AND SPACING FOR WALLS
, +' ~
POST lIMINAL ~ IW.U au IW.U
IW.L
tlZE IElfMT I'D$T INCINII I'D$T tNCINII
rJlllxl, Mr $'-11' ~'-ID'
4'-D' ~'- D'
rJll'xI,1SI' I''''' 3'-D'
4'-11' e'-4'
7'-11' 4'-D'
r~'xI,fUI , -D' 3 -D
$'-D' ~-4
7 D'-D' $'- D'
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I I' I '-D' 3'-' D'
7' .'-D' 4 '-D'
rJald,1SI' .' I '-D' 3'-D'
I' $'-D' e'-4'
ID' 4'-D' ~'-D
7' '-7'
i I'Jald.l7f1 .' 4'-I!'
I' 3'-3' 10' DIA.
II' e'-I'
I 7' , '-I!'
~#d.fUI B' 4'-7' GIWI["
I' 3'-7'
ID' 3'-1
7' 1'-3'
~1I3'zI. ~ B' 7'-D'
" $'_$'
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II' I'-D' ,
~
· e DlNEN$llMAL LDA1JING -' caGlNElI AXIAL (RaT) , 4
ICNDING (~IND) LDA1JING. 1111 EN:H AJJDITIlMAL FmT
tF RaT SPAN (aI DVCIlHANG) > 13' RC1JUCC POST $/'B' DIA. 1lCMIl
SPACING 'Y U. I' LNG. TIaJ ','
I'Q$T
, .. . ' '..
. . .' .
'. ....:
. . '. . . .
B'
IIIN.
THK 'ND SLAB EDGE DETAIL
POST FOOTING
DETAIL
12' ~lA.
AtVID IOlIlI$ ENGllEERlNG
/JC$IGNDl Tl1 '17 $TANIWUI MJIUJING CD/JC
I'CIl ClNT. 1101 1T1If I (J' Ifti WIND
Pg, 1 -
CXPl/lQ AFTER 2. / I /0'
/JAVII IDlRI$ ENGIIDJIING
IJaIGlO TO '.7 $TNIDARI WILlING CD1JC
1'0 CHM'T. JIM FaI JDD It1'H ~INI
OPIIlQ AFTER ~ll /0/
6X6 110/10 1/. 1/, F.
DR USE FI BERHESH
ReINFTJRCEHCNT STRANDS
HIXED INTO CONCReTE.
FINISHeD GRADE
4' X4' X/6' 8RICK
SOL I D SPt,1 T FACE
HORTAR IJETI/EEN
8R ICK AND BLOCK
8' x8' X /6' CELL
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HEIGHT,
VAPOR BARRIER
CLEAN COHPACTED FILL
PIERS
(/) "REBAR PER
COLUHN . 6' a C. MAX,
IN CONCRETE FILL BLK,
NOTE.
FOR HEIGHTS) "'. USE
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C, B, BACKUP I/ALL (NO PIERS>
~
(It/ N)
/6'1//8' C, J,
(/) I:s REBAR aI STEEL CHAIR
RAIL OR .,' X.,' BRICK SCRAP
TYPICAL SECTION
(ASSUHED SOIL PReSSURE-e,:soo psi>
"
11
VAR IES
6',-0"
( MAX)
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C)
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V)
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I
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BACK UP I/ALL
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V)
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4' X4' Xl6'
SPLIT BRICK
I/ALL
6'-0'"
6' -0'"
6/-0'
VARIES
DAVID NORRIS ENGINEERING
DCSIGNED TO '97 STANDARD BUILDING CODE
PER CHAPT. 1606 FOR 100 HPH I/IND
EXPIRES AFTER FE" 1. '01
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-- ..-:
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-:-, '1', I.":') d'
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(TYP.)
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Ii . Ooe. JM Ii M.DNtl ALL HEAIJE:M , PLATE.S
(FO/f SHEAIf Ii lII'UfT)AePLACe.S H'URR.CLlP.s
.Jft" 0lA. X ' La ctJNt:.
ANCHORS . H- o.c. (TW'J
Z"W" ,..~ r MA7I'
NOTe:
~'~C~(~&x~Ff:A.WAL.L STUD
fISE SIlEMWALL $TDIfM auGl'-X 1',4 mJfN
IUI. .71IA/WHJ w/(I) ad @ U nLC.
(tW) ,
usr S1QW MACZ' ,ft" JH!JIIIQIIly NAILED
I'f1f ~.I!Pf:C'&I'N/HURR.C~/PS
PER .....SoV't!
~1/IDXi!.II@ 2./f 'hc. THR4 3J~ '(MINJ
F.l <;'IA INTO TRUSS OR AAFre.R IAILS
OR " RIEl: HEADDf ./ liD
. .. CIoe. 1m) DtI$f TO#' A.A 71'
0If (~ I!D . ,,. CIoe. 1m) .m.G
Off "/'I'. 0lA. TAl' txJII$ . .. Doe.
INTO CONe.
w/' '/4" lItH. OIlED.
1bR ALL CONDITIONS .
.m:r.fE' ALUII. "ANS ~
W/ (J) I'D SlLS/pAN 1/~/f!:
' (T't'P. . CA. END)
ALIJII.
I
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0If DfInIN(J
PSI CONe. aM
J-...-!:-4 .. aNOo FD07Df (nf'.)
- CONT (TW'.)
*Nore:.: 5E~ P;j.2,-D FOR OPrJONAL FOOTe.R DE:..TAlL
aJND saEW W/ (4) "D SM.S
TO#' Ii BOT. (TYf') (0If COUIV,)
.'
~
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7!D CQt.
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BASe. wllZ>1/4" 0lA. TAPCCNS at RClV~ IV
(1)1/"" 0lA. It J 1P- $T. 'THRfI MJL7S ~
_ -,TOP OR SIDE-MOUN-,r. ALLOWE.D - .
!2.S.. ,CUT AWM. tJASt!- INSE.~T
W/ (~ ~ 0lA. X 1 '/"''' TAPCCNS Ii
IEl::UV ccx.. W/ (~ '/4" 0lA. 'THRfI a.JS w/ ~ (nf')
NOTE.: ALL THRU BOLTS R~QUlfU:. WASHERS
_~/O = #;0 S.M.S.
ALL .s.M,S. TO 8E:.. WA5H~ -HeAD
7HJS STRUCTIJRE HAS BEEN DCSICNED IN
ACCORDANCE ttf7H THE ",7 STANDARD BI..DG.
cooc ttl7H ALL RnfstONS ro
CHAPT. 1101 FOR 100 JJPH ttfND \ftDaTY
YaD AF1fR 2/1/0/
DA ~D NORRIS CNctNEERJNO
112 COUJiAN RO.
WINTER HA ~ FL .J.'JUO P 2 C
(94') 2gg-1048 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.S. WJWASHe.R-
HeAD 1.5 TYP. /;::OR ALL 3"
AL. PAN CONNECTION.5
NOTE: MAY BE SINGLE PLATE
IFCONTINUOUS 2" X 4"
!" CDX PLYWOOD, 7/16" O.S.B.~
or 5/8" T1-11 WOOD SIDING W/ ,
8dls @ 6"/12" O.C. EDGES/
INTERMEO. & @ 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 81 OR LESS- (TYP)
2.x4. WOOD STUDS
o 16- a.c.
3/8" OIA. x 3!" 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)
,
~
6 MIL. ~SQ Ci 'N
COMPACrro FILL
/I "
(1) #5 VERTICAL REBAR IN 8 X 8 C. B.
FILLED CELL @ 161-0" O.C. (MAX)
wI 10" MIN. HOOK ON EA. END. (TYP)
8" X 12" STEMWALL FOOTING W/
(2) #5 REBAR W/ 2500 PSI CONCRETE
(TYP)
H
4" SPLIT-FACED BRICK
(OPTIONAL)
GRADE
FOR H > J.f8"
...4 SEALE.D } ~NGNRb,
PLAN /.5 Re:..Q'D.
.
.
14
12-
~I
THIS S71fUCTURC HAS BEEN DE:SIONED IN
ACCORDANCE ttf'TH 'THE ',.7 STANDARD lIJ)4
CODe ttI'TH ALL RE\fSlONS TO
a-tAPT. "Of FOR 100 IJPH ItfND ~OQTY
VOD AFTER 2/1/01
DA KO NORRIS ENGlNaRlNG
112 COl..EJ/AN RD.
WINTER HA~. FL ~ Pg. 2-
(g.ft) 29g-t048
NOTE: THIS FOOTING DETAIL MAY BE USED
FOR SCREEN OR UTILITY ROOMS.
L.:_.~_. ..' ~.-.,_-~:...i.;, "',,",~9..n"""''''' .~.... .1l-J
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STATE OF FLORIDA
COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COpy OF THE DOCUMEN~O FILE
OR OF PUBLIC RECORD IN THIS ;;;;If MY
HA AND OF ICIAL SEAL THIS I AY OF
JED MANTCLE F IRCUIT COURT
B't DEPUTY CLERK
/IIIII! 11111 II/II I!III IIIIIIilU 11I11 1111111111111I11111111/
2000031462
Rcpt: 398542
DS: 0.00
03/14/00
Rec: 6.00
IT: 0,0t!l
-__ Dpty Clerk
~~, 1~~~~"A~l' : :.f.r~~O fmJNT~ CLERK
OR BK 43Z8 PG i267
HOTICE Ot' CO~H<;EH.CNT
State Qt ({.,lJ/UPfJ- County of _ll12_c.O
'iuS I/NOCRSIGHCD hereby 9ive. notice that improvement will be m.sdlJ t? C~rt.Jln
reoJl property, &nd in &ccordanoe with Chapt,er 713, Floddll StHute!!, the
Collowinq intoC/:I&tion i, provided in thi, Notico ot Convnoncc-;,nCllt. ~
I, Ducription ot PnpertYI Parcel No. 3lf-2-:f'-z/- 0010 "(!)(3Q'J-OJSS
3'7641 /V/3V!:.OM IJ. Vf.. LoT I S'S
(Leq.11 delcr.l.pt.l.on of the prop.,rty &nd::':reet IIddresll-r", AVoJ~1Ilb1e)
2, General o'~sc:r1Ptlon o,! Improv'lI.nt .fjLtJIYt I iVl/l"J:, fJf1.CiA(;IE
J.
O\~ne r In t or",a t ion: Name WI U I fl-1f/,1 13-0 (J T H
l,uCi ress) ?tilf /VM~ AvE city'2/3:PflrlZfl.ILCf
StcHe
J=t-,,5js ~(/
interest in Pr.operty:
NAlne ot Fee Simple Titlaholderl
(It other thtn owner)
Address
City
St.Jtc
R~'
ContrActor: NOJmeEJ;.H C()~ r(lvcrll>rJ ct::.. u~ t::L.
^udreul!l(t{1{ >EI.?II.1E 5,. City ~5t1 /IA..-1=' State FL~ sl/6/l.(
S, Surety: NOJme
Addross
City
StAt<!
f\l1lou n tot Bond: S
6, LlInder: Name
7 ,
Aduros, "'" City
PeClon. within the State of Florida
notices or other document. may bo
71)'1)(1)(1I)(7}, Florida Statutell
de.i9na ted by O....ne r upon ....~.c:n
served as provided uy Sec~lon
Steltc
NMno
Mld~,"
_,City
5 t.:ll.'!
8. In additi9,n to himself, 0'.-1:1=;;- ~=:;!;~:':;:.lC
ot to roceive II copy o! t~e
Lienor', Not.l.ce III prov1.i:fsd 1n Sect1.on 713.1311Ilbj, flor.del St4t\I~CL
'J, r:.p..rlll,.ir..ln dllt.e ot NCltl.ce oC COlllmoncomont,',lthe expJ.rotJ.c.n d.)tu 1$1 year
t'?m the U.:lto of rucordin9 unle.. A different dllte is specitled, J
Sil)olltureotOwner: '~~L?q;~ --
Sworn to and subscribed before me this It( day ot tnfl-fLcif
__ 2Doo .
NOt.1"Y Pllblic:
~4~~
MI C om;n I !J S ion E xp ire. :
A'~ BnIcIAAIIIII
..';l'!-; *Mt CommInIon CC74fWJ77
')~., ElfOlres June 22. 2002
'e, )O~JO.'