HomeMy WebLinkAbout00-9392
. ~.
BUILDING PERMIT
".
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09392
......
Date
tf-/O -lJ lJ
BUILDING
.:J.~ \{ N
ELECTRICAL ,P~G MEC,,\'CAL
:::::'~S:~e' ~~f $l!r ;{!1(2
Sewer Conn
rD
Water Conn:
Water Meter:
T.LF:s:
Parcell.D. #
Zoning: ~ Energy Code:
Descriotion of W::;k lidL~aL e.1(!4n---
R.don G.. ~ hI!
A tJtn-; (!~ 7i&!~ tu.~~ A ?J~
NO OCCUPANCY BEFORE C.O.
FINAL
S~/I-CJO
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector
Valuation or
Contract Price
/~ ~cflO -
Permit Fee /.:111.
JI,.~_..( A a {I~
City License Registration # ~ 0
State Certifie License#
,
%
Signature
Company
Address
Telephone#
rtiz.- I tJfv L{
BUILDING
~ 4--14-0:>
ELECTRICAL I
Ftr.
Pre SLB ~ J Z -([>0 A rc.
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
~~
It-t~-D)o5~
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.00) shall be made for each trip for each trade:
a. 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.
::). ,( ,., - ( G"J ((J~\
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. .
-~
.. -:: 1 S .~ ~7 /\.1 jv..)' 'I.-\. ...:.=-- I' 2..-
.?~~ lq><t~
'"
SQ. FEET PRICE
MAIN OR LIVING AREA
.
OTHER AREA UNDER ROOF 7 ~'J '6 )5~ ..,:::.
OTHER
v~vJ ~ " '52D v;J
I . .
BUILDING: ~()"OV
ELECTRICAL: 3 ..- ~U
:J.
PLUMBING: f\J /11
MECHANICAL: tJ/h
7109; 71 PI ' RADON: 7. b~
CREDIT: tJ/rr
SEWER: AJJ~
WATER:
TOTAL: )
I
~.I.F'.S~ tJ/JY I
'1]1 '11t0 /Z'CL . Ie ~
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
- ~
. .:-e
DATE RECEIVED "3. .
PLANS REVIEW
OWNER'S NAME GIlANIJ
JOB ADDRESS 315"37
!-IIJ{l;fZo tV (1l-tI, P .
tv f V f:.cWl II- v,t La r /1./1.(
PHONE 7 t z.. -I /)(g c(
SUBDIVISION G/2AI-() /-/tJlI.-f 't~
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL ID # '3tf- 2-5' -2.( - 0010- 191:3 00 - 01 ,,~
(OBTAIN FROM PROPERTY TAX NOTICEl
WORK PROPSED: otNEw CONSTRUCTION
o ADDITION
o ALTERATION
o REPAIR
IY1NSTALL
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 HOME
~HER
r A<:J.,,,., ~
o RESTAURANT & HEALTH DEPARTMENT APPROVALAL-VIn I /\/VI'l1
DESCRIPTION OF WORK flt1ISfZo Sc..Izt:'6v (U~ I GA{2.,?()p..r I
,
BUILDING SIzEllxll. ,llJr{Z, 201(2-L( SQUARE FOOTAGE
, r
. _ LI. - {2.Ol)M
'1~8'
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.
PERMITS REQUESTED
~UILDING
~LECTRICAL
$ J 2 J Ot}O . 00
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o
W.R.E.C. Wille H/fp
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
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES 0 NO
SIGNATURE
~A~~
COMPANY~ COA./e;nwCT(cJr/ Or;, cENTllA(., Fc...
STATE CERT OR REGIST fj (Jl~Q) !;"'1'7 r'Z..
CITY PROCESSING # ~
BUILDER
******************************************************************
SIGNATURE
~4.~
COMPANY fJ-Cl= t5 /,6 c. fttl C
STATE CERT OR REGIST #
CITY PROCESSING # I R '7
ELECTRICIAN
******************************************************************
PLUMBER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
***********~******************************************************
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
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT".
J:1 13~
SIGNATUR::)OWNER OR AGENT
A 7]~
SIGNATURE: ~TRACTOR
STATE OF FLORIDA P4>(..0
COUNTY OF
The foregoing instrument wa~~~~kQPwledged
Before fP/7" thi~ ~d~y_ of_(!1Hf/Ltf:..... , ~.?a?o
by -CJUVGf ~If6L
~ame of person acknowledged)
Cid(o is personally known to me, or
STATE OF FLORIDA Pli-S
COUNTY OF CO
The foregoing instrument was acknowledged
Befoftt me thiA~ dax. of IVlAll.C#'" , -...2a:X>
by fl,i}6(; 'SBEl-
~ame of person acknowledged)
DtWho is personally known to me, or
o who has produced
(type of identification)
and wh~ did [Jd'(d not take an oath.
~uLA.~1uQ
Signature of person taking acknowledgement
EfLUC f-- . A-.. 1t5~':- '-
Name typed,~~nkW8A~tamped
*~ *Mv CommisSIon CC748677
~~.1 Expires June 22, 2002
o who has produced
~e of identification)
and who Ddid (91id not take an oath
!3tlfL A-.. ~
Signature of person taking acknowledgment
EfLu<-t:, A-. IrSI?/iL
Name typed, PJi~~Rwtamped
~I' *Mv Commission CC748677
".,,~ Expires June 22, 2002
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C/J.LllVIEAN - HEIGHT/SPAN TABLE
_~ '.$QlEEN WALL/ SOL I D WALL/
P' -1lDDF" RDOF
~>'-" -'- 4"
., - 6'
- "--'.oc " _ 0'
, "- 6' , - 6'
" " - 10' _ 4' - 2'
" 'I - 4' _ 3' - 14'
I' 7' - 0' _ 3' - 8'
r " Ii' - 8' 3' - 6'
2' X 3' PatIo BeaM B' x 3' Tilt BeaM
'1 ~I X c2 tI'
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.. ..,.1
J. _I
I
1~" HAXr T
.050. ~
I.. 2 · ..l
COLUNN/BEAH - HEIGHT/SPAN TABLE
.L-I' SCREEN VALL/ SOL I D VALL/
cfP" ROOF ROOF
3' 16' - 6' 8' - 8'
4' 4'- 4' 7'- 6'
5' '2' - 10' 6' - 10'
6' l' - 8' 6' - 2'
7' 0' - 10' 5' - 8'
8' 0' - 2' 5' - 4'
9' 9' - 6' 5' - 0'
11 0 ' 9' - 0' 4' - 1 0 '
NOTE I 1) ALL SOLID ROOF CALCULATIONS ARE FOR 4112 MAX. ROOF SLOPES
2) BEAN SPANS H4Y RC INCREASED 2DX "HEN CDNTINUDUS OVER INTERIDR CDLUJ4N SUPPDRT
3) I4LL Kt4H SPANS ASSUHE LATERI4L PURLINS (2'x2'~'90. FRANED
ACROSS RODF , EACH POST IN SCREENED SIDE "ALLS
4) VALLES M4Y 6E /NTDlPCLATED FOR INTERNED/ATE LENGTHS DR SPACINGS
2' x 4' TI It BeaM
J
1~. MU'r'
.050.
.
~
I.. 2. ~~
lLlJIVlEAN - HEIGHt/SPAN TABLE
" ~ALL/
rr-r, I - 2'
rr...l " - 6'
" " - 8'
, , - 4'
" I' - i!'
" II - 4'
" I - 8'
," - 0'
SOLID VALL/
ROOF
10' -
9' -
- JL' -
--,-, -
7' -
6' -
6' -
5' -
8'
2'
4'
6'
0'
6"
2"
10"
, ; .050.
COLUHN/BEAH - HEIGHT/SPAN TABLE
'.f'~ SCREi'!x:ALL/ SOL Ifo%,.ALL/
>, 'Ii' - r' ., - 10'
, '4' -:" " - 8'
, 3' - I' . ' - 10'
. , , - 1 " . ' - 4'
, , - 0' 5' - 10'
8' I' - 2' ~' - 4'
9' , - 8' 5' - i!'
10' , - 2' 4' - 10'
2' x 4'
Self Mating BeaM
4.
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"2~]
'-:-044
~\
CDLUHN/BEAH - HEIGHT/SPAN TABLE
~ SCREEN VALL/ SOLID VALL/
ROOF ROOF
, , - " , - "
.. ' , - ~ " , - "
. , , - .. " , - "
l ' " - ~ " , - 4"
7' , - 4' 8' - 8"
8' J ~, - 4" 8' - 0"
9' 14' - 4" 7' - 8"
110' 13' - 8" 7' - 2'
B' x 6'
Self Mating BeaM
6.
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CDLUNN/BEAH - HEIGHT/SPAN TABLE
Arl~'It' SCREEN VALL/
ql"" ROOF
3' 5' - 4'
4' 'J'- 1I
5' , - ,
Ii' ,'- I'
7' 23';", 2'
8' 21' - 8'
920' - 6'
10' 19' - 4'
SOL 1 D VALL/
ROOF
18' - 8'
1. '- 2'
1. '- .'
1 >, - e'
Ie' - :'
11' - 6'
10' - 10'
10' - 4'
lMVID MJRRIS ENGINECRING
IJCSIGNE.1J TO '''7 STNJDNUJ MJILDING CDJJC
n:R CHAPT. 1'06 FTR 1 DO HPH WIND
Pg. l-A
exPiReS tVTDl 2/1/01
EDGE BEAM SPAN TABLE (OPEN BUILDING)
HAXIHUN COLUMN SPACING - ~;:f.E SPAN
INUauS
F'D6r BEAN SPAN
EDGE BEAM SIZE 10 ~ 14 16 18 20 Sx
2'x2'x.044 4'- 6". - 2' 3'-10' 3'- 8' 3'- 6' 3'- 4' 0.23
PatIo Ext. 5'- 6' :5'- 0' 4'- 8' 4'- 6' 4'- 2' 4'- 0'
2'x3'x.050 6'- 4' 5'-J 0' :;'- 4' 5'- 2' 4 '-10' 4'- 8' 0.44
PatIo Ext. 7'- 6' 7'- 0' 6'- 6' 6'- 2' 5'-10' 5'- 6'
2'x3'x,050 5'- 6' 5'- p' 4 '-10' 4'- 6' 4'- 4' 4'- 2' 0.35
TI It Ext. 6'- 8' 6'- i!' 5'-10' :J'- 6' 5'- 2' :J'- 0'
2'x4'x. 044x. 120 9'- 4' 8'- 8' 8'- 0' 7'- 8' 7'- 2' 6 '-10' 0.98
S"lf' Hatlno Ext 11 '- 2' 10'- 4'." 9'- 8' 9'- i!' 8'- 8' 8'- 4'
2'x4'x.050 7'- 0' 6'- 6' ~'- 0' 5'- 8' 5'- 4' 5'- 2' 0.55
TIlt Ext, 8'- 4' 7 '-10' '- 4' 6 '-10' 6'- 6' 6'- 2'
2'x6'x.055x.120 13'- 2' 12'- 4' 11'- 6' 10'-10' 10'- 4' 9'-10' 1.97
Self' Hatlno '-.xt. 15'-10' 14'- 8' 13'-10' 13'- 0' U!'- 4' 11'- 8'
2'x7'x, 062x. 120 J!5 '- 0' J3'-10' 13'- 0' )2'- 4' J1'- 8' 11 '- 2' 2.:54
Self' Hatlno Ext. 18'- 0' 16'- 8' 15'- 8' 4'- 8' 14 '- 0' 13'- 4'
2'x7'x, 062x. 120 J8'-10' J 7'- 6' J 6'- 4' 15'- 4' J4'- 8' J4 '- 0' 4.00
S,lf' Hatln;; Ext. 22'- 8' 21'- 0' 19'- 8' 18'- 6' 17'- 6' 16'- 8'
w/ Ins~rt
2'x8'x.072x.224 J9'-10' 18'- 4' J 7'- 2' J6'- 2' J5'- 4' 14'- 8' 4.44
_HO t I.~~ 'c~;. 23'-10-. 20'- 8' 19'- 6' J8'- 6' 17'- 8'
22'- 0' .. 19'- 2' J8'- 0' 17'- 0' J 6'- 4' 5.47
26 ' - 6' 22'-10' 21'- 8' 20'- 6' 19'- 6'
...-"<.....
~9'x. 072x. 310 24'- 6' 22'- 8' 21 '- 2' 20'- 0' 19'- 0' 18'- 2' 6.77
S, If' Ho t I na Ext. 29 ' - 6' 27'- 4' 125'- 6' 124'- 0' 22'-10' 21'- 8'
~ ~ 'o/H (TYP.)
1/4'/FT. (HIN. )
~ ~
.... .12' AL. RDDF Pt4NS
t.J :t ~ ~
~ ~
~ ~ ~ ~
e LJ e
SPAN
SPAN
EDGE BEAM PLAN
CENTER BEAM PLAN
CENTER BEAM SPAN TABLE (OPEN BUILDING)
HAXIHUH COLUMN SPACING SIMPLE SPAN
CDNTINUOUS
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12 ' 14'
9'-9' 9'-0'
16 '-6' 15'- 0 14'- 0 12 '-4 ' 11 '- 8' 10'- 8' 9'-10'
16'- 6' 1:S '- 0' 13 '-1 0 12'- 4' 11 '- 8' 10'- 8' 9'-10'
19'-10' 18'- 0' 16'- 8' 14'- 8' 14 '- 0' 12'- 8' 11 '-10'
20'- 8' ,18'-10' 17'- 6' 15'- 4' 14'- 8' 13'- 4' 12 '- 4'
24'-10' 22'- 8' 21 '- 0' 18'- 6' 17'- 6' 16'- 0' 14'-10'
21'-10' 19'-10' 17'- 2' 14'- 0' 0'
26 ' - 2' 23'-10' 0'- 8' 16 '-10' 8'
24'- 2' 22'- 0' 19'- 2' 15'- 7' 5'
e9'- 0' e6'- 6' 0' 18'- 8' 4'
26'-10' 24 ' - 6' 2' 17'- 4' 0'
, '- 6' , 0' - 4'
'INTERLOCKING ROOF PANS
ROOF PAN (AlLOY ~ H-rl)
\.,
't' v.
12-
.1
.032 .,~ 15'-'
/8 '- to"
ff 't' - .032, { .OJ2 .J4I tt'- 0-
I. .1 /3 ~D"
12-
'* NOrc: PANS MAY O\DtHANQ 7/5 OF SIMPLE SPAN. SPANS MAY BE lNalEASED 2-
FOR eACH 72- OF OVERHANQ tJP TO J'- O~ CON$ULT AN DJGINEER FOR
QIff'A Tl:R O\DtHANQ.
ALtMINI.M RaT I'AN$ - lZ' X Z.:I' X elDtS-lMI I'ANCL
AS IMNLIF'ACT'UIlC1l tiY IIDYAL ALIMIMM, INC., l.EE$MIlG,
WIND SMN w/ SAW w/
lPCN 13'-" 14'-4'
MJIUING . I11l6 I~'-" 13'-6'
II' '-.' I~'-I!'
I'ARTIAL II '-.' I~'-D'
DII"I fr$F"D . lJl!6 10'-" II '-0'
MJIL.DINlJ 10'-0' 10'-4'
DICt.. DSCD 13'-4' 13'-11'
MJIUING . MIl 16'-0' 16'-4'
11'-4' II '-11'
DltVl6 IDlRI$ DIGlNEERING
1JC$IGNCIJ TO '''7 STAN1JARJJ MJIUING a11JC
N:1t OMPT. I U' F'DR IDO ItI'H WIND
CXPlRa AFTER cZ/ //0/
Pg, 1...,.
'.,
(CPT.) 6' STEP rASeIA W/ III X J'
I I" D.C. 'OR
2' X 2' X 0, (UO
ST IFF'DER
NOTE: I FTR OUTS I DC SPANS >
USE 2'>(3' (VERT,)
J2' (1) 18x~8' w/HEA1J
SHS. TOP, JlDTTClH
(F EAcH RISER.
RIXlF PAN
. I 0 w/HCAD SHS
THRU JlOX HE:A.DER a.I
12' CENTER INTO I-lJST
STRUCTlR€.
/:IJ.IL
tIfEN fDST STRUCTURE
IS HASDNRY USE , 10
X 2' TH.JNIJCR NJL TS.
(3) Pf:R RmF PAN
, 8 X 5/8' II. #E,U
SHS. IJ/ CENTER
INTO IEAH.
I' X I' X 2' X O.
AMiLE CLIP tI/ (2)
, 8 X ~/8' II. HCA.D
SNS. EAai tlAY.
(3) PeR RDCF PAN
, J 0 X J-J/2' 'II.
SHS. THRU RDDF PAN
, JIDX HEAIJCR ON
CCNTER INTO iDST
BEAH PER DESIGN STRUCTlRI:.
T IULE.
8 X ~8' tI. HEAD SHS
U RJXT PAN RISER a.I
J6" CENTER INTO STIFTDER
A r EAai ENJJ OF RaJF.
2 X ALLW.
TYP. SECT ION DETAILS
(1) 1/4' DIA. X.3 1/4' T-M1T
. 24' D. C. OR TAPCON
I'X I' X 1/16' X 2'
/ ALlM. CLIP 11/ (2) U
X U2' Tn( SCRDIS IN
€A. DIRECTION
SLDP€ NIN. 1/4'/F'T.
-~
IDTE'
AT CORNERS USE (I) 1/4' DIA.
X " //4' EA. DIR. .
4" (IMX.) 17lQI CDRNE:R.
" -
4 _ ,.' J, ".
. :.: . ,4" :4' . . ...
" .....,:". ~.'. #..
. ~': .- . . "
.,' <I . . <I " .
. . I
-I X e ALlM.
.&4SC PLA TC
. '
.
. '
(Z) 1/4' DIA. sn.
JJaI .III. n CT'fl'.)
I X ALIM ICAH
. ... - .;- -- -_ ..,.......... - _ '" _ ;J _.....
_~ ~ _ ~ ,. 2::";,~ __.. ... ..
I' X I' IOIT SK1tIIi
~ X ~ ALlM. ca..
+-I" X I' &.14.&.
1'0 IOIT lInTJ
IIlTDlllt ~ 1ft./~
I' X 2' lPf:N A4Q(
60TTDH PLA TF
. ......... '. .
'.:;' ~.~ .. :~.,:. :::\'.~':.::::~. ::~ ';:~:,~:.
..;. .:: ~ '!-' ~......t.,..:"....' "-. ..
. ." . .....";, ...- .' ," ."".' 0:::
.' . ..4. ~ .: ...,. ',- . " \ .. ,.' .
,~. ".0 .:..,.~:~:..p:.'t;'.~.'i.'':..;..., .
CAST ALIM. AU'C INSC1tT 11/ (Z) v.' lilA, X ;7 In' CONC,
A .8.'S , (Z) 4/4' lilA, THIlU Ja.T.f 11/ ~
OR II
Z' X I' X In' ALlM. MIGl..E 11/ (Z) 1/4' DIA. X,;! vi TAPCON
CA. Sl1JC or CDLI.M /11/ (Z) 1/4' 11114. THIlU Ja.T.f
IV ~ OR
3 In' X I In' X 1/111 flCCCVING CHM#iCL
11/ (Z) v.' DIA. X 7 lh' CONe, A . 8. ':5
Mil)
CAST ALIM. AU!' INSmr 11/ (4) lID S,N.S. INTD IiCIlD HeADER. (2. MIN. ~MB~!:'
, (Z) 1/4' DrA. >>MI Ja.T.f 11/ tIASHDlS
l
. ..
(I) .3 1/4' X 1/4' DIA.
T-Ia.TS I i!4' D.C.
OR. 1/"'1 "D/A. TAPCON5 ,
exISTING CDNCRCTE:
CR
/oElI TH('1m " X I' IOD FTXJTIM:i ~/ (I) 13 CONT.
OR
IIfZI.D lJCCX ~/ UL. 2 X 6 (HIN,) PCRlNETDlI€AJJCR
JlltVID IDIRI$ EHillEERlM:i
DESIGIED T11 '11 STAN1WUJ MJILDIM:i CDDE
Pf:R OW'T. I'IM 1TR 100 NPH ~llm
Pg. 1 -F
EXPIRES AFTCR ,?'/llol
}If POST LENGTHS AND SPACING FaR WALLS
SUPPDRTING SOLID ROOFS (12'SPAN+l 'O/H) }If
POST IDIINM. ~WL$ m.l~ WitU.$
SIZE IiW.L
IElfMT f'D$T SNCINIS f'D$T SNCINIS
"ltIIxI.1W l' S..... e'-Io.
,. 4'-0. e'- O.
"xl'xI.l6~ l' "-6. 3'-0.
,. 4..... e'-4.
l' ,..... 4'-0.
t'1Il'1d. .,. ,. "-0. 3'-0.
,. S'-tJ. e'-4.
l' I (J '-tJ. S'- O.
t'~xI.IIJ' S' 1''''. 3'-10.
g' , '-tJ' 3'- O.
l' "-0. 4 '-0.
1'X:Pxl.l6~ S' "-D. 3'-0.
g' S'-O. e'-4.
ItJ' 4'-0. e'-D.
l' S'-l.
l'Ud.l7f6 S' 4 '-e.
,. 3'-3.
U' e'-g.
7' "-I!.
~1t3'd, IU' S' 4'-7.
,. 3'-7.
I tJ. 3'-1.
l' "-3.
""'x,.1JP S' 7'-0.
,. S'-~.
Itl' "'-II.
7' le'-D.
~1t3'd.ll:J' S' "-D.
,. 7'-0.
lO' "-D.
· e DlNEN$ltIJAL. LDADING - caGlNE1J AXIAL (RaT) ,
M:NDING (~lND) LDADING. FTR EM:H AJJJJITltIJAL. 1mT
OF RaT SPNI (CR DVCIIHANG) > 13' RCJJIJCC POST
SPACING ~'t U.
.
8' ~
HIN.
THK 'ND SLAB EDGE DETAIL
10. D1A.
J .3 CF' CI!DtJtI)
aOD 1-$1 CDNC.
TD
li1WIE'
F'LL
.
~
:v.. DIA. RCMJt
,. UIi, TI8J
I'D$T
POST FOOTING
DETAIL
Ie. .D1A.
A4VID MRRI$ ENGlNECRING
1JC$IGIC1J TO "7 $TAIi1JAIU MJIU11NG CD1JC
M:II OWT. J'IM FTR JtJo Iftl 1I1ND
Pg,J-
CXl'I/la AFTER a/ I /01
JMVIJJ 1DfR1$ CNGl/EERlNG
1JUIG1O TO "7 $TMI1JARJJ MJIUING Ct11JC
,.g ClW'T. 1'01 FIR IDD NI'H t/lJm
DtPIIO AFTDl .z!1/0/
6X6 '/0/10 W. W. F.
OR USC FIBCRH€SH
R€1NFORCCHENT STRANDS
HIXCD INTO CONCR€TC.
FlNISHCD GRADC
4'X4'XI6' 8RICK
SOLI D SPliT FACC
HORTAR I/fTVCCN
8R ICK AND BLOCK
S'XS'XI6' cnL
BLOCK 6' HAX.
fCIGHT,
VAPOR BARRICR
CLCAN COHPACTCD FILL
i
~
PICRS
(I) ,~ ReBAR peR
COLUHN . 6' a C. HAX.
IN CONCReTC FILL BLK.
(J) ,~ ReBAR ON STCCL CHAIR
RAIL OR 4' X4' BRICK SCRAP
NOTe,
FOR HeIGHTS> "', use
16' WIDC FOOTeR AND SOLID
C. B, BACKUP WALL (NO PIeRS>
TYPICAL SECTION
(ASSUHCD SOIL PRCSSURe-2. ~oo ps;)
"
It
VARIES
6/-0"
( MAX)
BACK UP VALL
UNDCR HaBILC HOHC
SXSXI6 CCLL BLOCK
V')
~
"-t
Cl:::
~
4'X4'XI6'
SPL/ T BRICK
VALL
6'-0'
6/-0"
6' -0"
VARIES
~
DAVID NORRIS CNGIfoICCRING
DCSIGNE:D TO '97 STANDARD BUILDING CODC
PCR CHAPT. 1606 FOR /00 HPH WIND
OPIRCS AFTCR FCB. 1. '0/
r- - -
"-...... .
;', ,-, /..;"'()-
P9'
(TYP.)
~/S' RE6AIl
FRON FOOTe.
INTO SUI
THRU CELL
BLOCKS.
Pg. l-H
SHEET
.-cuIr ALtAY. "ANS
:~f1: l &~S.IJ.s. :J X 4 M.A 71"
~.9-~
1/.-/fT' ~~~
)I.,
C{
,(
(X)
~OR:
STlfUCTUItAL AUJIJ.
1fOOF smDI (rYP.)
Z-x1- ~ M.A7l"
(I) 2'x If (IFCONT.)
I'W- IeOCW) S7UD
WALL 2.lf" o.c. (k4X)
5/a"Tl/1 WD.5/D/M~c; O}1 V -
\iW!'l- ~ ALIM. $/DINf} OI4!Jt , fill. Yo W. N
. , '1'11 o.c. EDOES / IN I
It..r o.c. 1M Ii ALfJN(1 ALL HCADDfS E PLATE.$
(F'OR SHEAIf Ii """R.EPLACES HURR. CUPS
.Jft- OIA. X 'L4 ctJNC.
ANQKJRS . 24. o.c. (rYP.)
r".,- P. T. JIOOO M.A 71"
NO'TF:
~2.w~OCT.(liaOFEA.WALL STUD
~ -r " MAX.)
tISE S'II'.MWAU. S7QW MACE-X PA TTr1fN
III.H. S1IfAIWKJ W/(I) 8d @ CA. snG.
(OR)
USE' S1IMII MACZ' ,ft" Jh1EJIlWQIIl y NAII.ED
1"f1f~. $l'CC'a,IN/HunR.e';IP:i
P~R I'1BOV'l!:
(~#/OX2."@ZJf 'o.c, THR~'I'(MI^fd
OR~1j8r:;,/~~~~5 OR FTER AILS
$M$ . .. 0. C. INTO, TrJI' M.A 71"
Off (z) "0 . ,,- o.c. INTO SM)
Off "/1'- OIA. TAP CONS . .. o.c.
INJD CCNC.
W/ , '/4 - I/IN. fUllED.
FOR Ai.J.. CONDITIONS
.tmMf' ALUII. PANS ~
W/ (")"0 S.1J.S./pAN 1/.- /f!.' l&I
(TYP, . CA. DID) ~
ALIM. ~
i
..... 9-~
1/.-/fT'
Off EXIS1INfJ
,., CONe. aM
0. 1'007E1f (nf'-,)
- CONT (rYP.)
*NOT~: 5E~ P;j.2-D FOR OPrtONAL FOOrE.R DE-TAIL
*"
!3Le. STRUCTUf< e.)
8LJND SQE'W W/ (4) 110 s.1J.$.
TrJI' It SOT. (T'tf') (0It CQUlv,)
If
NOTe:: ALL THRLl BOLTS RE.QUIRE. WASHERS
tIF/o = ~o ..5.#(,5.
ALL 5.M.S. TO BE'.. WASf-fER -HEAD
3Y't3'x I 'k.''x Va" [
.eASE w!<Z) 1/4- OIA. TAPCCNS tJIf nuVo"trearr ~
(2)1/4- mA. X .J 1/%- ST. THRfJ BOLTS
-.- - TOP DR. SIDE-MOUN.TALLOWe.D-
~ CMr ALCN. t:JASE. INSE.RT
W/ (I) ~ OIA. X Z 1/4- TAPCCNS Ii
-'Ea.ftf: ca.. W/ (I) '/4- OIA. THRfJ -.73 W/ ~ (T'tf')
THIS STRUCTURE HAS BaN DCSIGNCD IN
ACCORDANCE YtfTH THE 'g 1 STANDARD BLDG.
CODE YtfTH ALL RnfSlONS TO
aiAPT. filM' FOR 100 "'PH tWND ~OCITY
VOID AF7fR Z/ 1/01
DA ~D NORRIS ENQlNEF:RING
"2 COlDIAN RD.
WINTER HAveN, F1... .J3MO P 2 C
(94') 2g9-1048 g. -
~~~~:~,"r
TYP. DETAIL RAISED SLAB &
WALL SECTION FOR ROOM ADDITION
(3) #10 S.M.S. PER
PAN (111 MIN. EMBED) TYP
NOTE:.: #/0 -S.M.S. w JWA5Hf:.R-
HeAD /.5 TYP. ~OR ALL 3'1
AL. PAN CONNECT/ON.!5
NOTE: MAY BE SINGLE PLATE
IF CONTINUOUS 211 X 411
.,11 CDX 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~~HTS 8' OR LESS- (TYP)
2"x4" WOOD STUDS
o 16" O.C.
H
4" SPLIT-FACED
(OPTIONAL)
4" CONCRETE SLAB W/ 6x6-
10/10 WWM OR FIBERMESH W/
2500 PSI CONCRETE OVER 6 MIL
VISQUEEN ON CLEAN, WELL
COMPACTED FILL (TYP)
3/8" DIA. x 3!" CONC.,
ANCHOR BOLTS ~ 24" O.C.
THRU 2" x 4" P.T. PLATE (TYP),
FOR H > ;";8/1
.i:l SE.ALE.D ) ~NG N R. b.
PLAN /.5 RE..Q'D.
II
~
. .
6 MIL. \.1SQ E N
COMPACTE:D F7LL
/I "
(1) #5 VERTICAL REBAR IN 8 X 8 C. B.
FILLED CELL @ /6'-0" o.c. (MAX)
wI 10" MIN. HOOK ON EA. END.(TYP)
8" X 12" STEMWALL FOOTING wI
(2) #5 REBAR W/ 2500 PSI CONCRETE
(TYP)
GRADE
I. 12" .1
NOTE: THIS FOOTING DETAIL MAY BE USED
FOR SCREEN OR UTILITY ROOMS.
THIS STRVCTURC HAS 8fIN DESIQNED It
ACCORDANCE ttfTH THE 'g,T STANDARD lIUXl.
CODe ttfTH AU.. RnfSONS 10
atAPT. 1101' FOR tOO AIPH ttfND ~oa7Y
YO<<) AFTE:R 2/1/01
DA \to NORRIS ENGlNfIRfNG
"2 COLD/AN RD.
ttfNTER HA~, FL JJMO
(g.ft) 29g-,048
Pg.2-
, '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 DOCUME~ F~~
OR Of PU'L1C RECORO IN THIS ~ ""'"' ~ Of
HA NO OFfl L SEAL THIS A .
~ 2
JED MAN. CLER RCUIT COURT
EPUTY CLERK
BY
1111111111111111I1111I1111I1111I111111111I11I111111111111111
2000044310
Rcpt: 405192
DS: 0.00
04/10/00
Rec: 6.00
IT: 0.00
Dpty Clerk
~~~ 1~~~~MA~t : r~S;O fOUNTo"r C1ERK
OR BK 4345 PG 1207
Stat.l)t 1~'-tJ/210/+
NOTICB 01" COkHzHc;EKCHT
County ot PASCO
'iUB \/WnCRSlCiNBD hor.by 9iv.. notice that improvom.nt ....ill be made to c~t't.1in
f8.11 Pf,QPU.ty, and in accordanoe with Chapter 713, FloridA StotuteD, the
!ollo....i.nCJ 1ntorl:lation 11 provided in th1e Notice ot CommonCnI/lt'IIt.:
I.
Parcel No.
e I
2. Ccnu.l D'~lcrlptlon of l.prov.."nt AL(/W1' Ale/#'- P4c/:,lJ,-{,(E'
). OHn'or Intnrnllationl Namot9JtMIJ 1Io1l(2(){V /I1H. f' '
McJr..~'75j'7 /l/JE(/bzK /Jv'E, City ZEfJHyfl.HIu,> State ~L,
Interest 1n Pr.upertYI
Nalne ot ree Simple Titloholder,
(It oth.r thtn o....n.r)
Addre.,
City,
St.:ltc
n "