HomeMy WebLinkAbout00-9390
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09390
'-1~O/Ob
~o.~
BUILDING
r. /" o;$P
) ) ,----
ELECTRICAL
Date
PLU~NG
ME~NICAl
Sewer Conn
Water Conn:
Property Owner: G r~
Job Address: 1, 01 j'J2 \.A <~ e
Parcel 1.0, # s~ - ;). 5" - :2 , - 00 10 - 0 I J 0 0 -
Zoning: Energy Code:
Descriotion of Work 4 (tA..--. ?eo (.. ~, <j~
Water Meter:
T.I.F.'s:
Radon Gas:
7 "7k
.
FINAL
7)-r / ( - tJ> tJ)
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans. Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector
Valuation or ---.lJ1 I 0
Contract Price I lQ '-f .
(',)0
Permit Fee
Signature
Company
Address
Telephone#
i ;}2 .L
l vu( 4- tkid?
City License Registration #
State Certified License#
rff2-/0tvy
BUILDING
J~
ELECTRICAL
PLUM ING
ME HANICAL
Ftr.
Pre SLB .if -2,tJ - ~ .:l f(
Lintel
FRM,
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compresso
Final
Driveway
~~f~
4~ l\-~O ~i:.-
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons. a
charge of Fifteen and 00/100 Dollars ($ 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.
APPLICATION FOR PERMIT
CITY OF ZEPRYRHILLS
BUILDING DEPARTMENT
C!2~
ATE :RECEIVED 3
PLANS :REVIEW
OWNER'S NAME GfLA./J1J
JOB ADDRESS 3'7 '7 0 f
'7! 2.- 10' <.(
1-1 diU 2tJ#
N t t/~I'IA
/'11 .II, fl.
AvE. Ltrr
PHONE
ItJ
SUBDIVISION (;/.IMJI) tJo~( z,~~
LEGAL DESCRIPTION: LOT(S)
BLOCK
PARCEL ID # 3lf- 'J~ -")..( - (JOt 0- 0 I SOO - 00 t 0
(OBTAIN FROM PROPERTY TAX NOTICEl
WORK PROPSED: ~W CONSTRUCTION
o ADDITION
o ALTERATION
o REPAIR
~TALL
o SIGN
o MOVE
o DEMOLISH
PROPOSED USE: OSGL FAMILY DWELLING
OMULTI-FAMILY
0# OF UNITS
o MOBILE HOME
o COMMERCIAL 0 INDUSTRIAL 0 SWIMMING POOL ~HER
D RESTAURANT & HEALTH DEPARTMENT APPROVAL I1LVffVllVi.hYl. r~';:
DESCRIPTION OF WORK l2A1~~.P ~{..-Iti>G'" Il40M... C A{ZfU(L.r I U -1l/)C)fV\-
, (
BUILDING SIZE 12}(53 . lox Il.(-
l
SQUARE FOOTAGE
'11(P
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.
~ILDING
~ECTRICAL
PERMITS REQUESTED
$ 10 (f)DO. 1:>0
(
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o
W. R. E. C. f,.// tlC S Hf:-()
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 AREAO YES 0 NO
SIGNATURE
/3wu fl. ~
COMPANY &~ H [()I.hr(l.()l- Tlh./ of- ~ FG.
STATE CERT OR REGIST # C8CD5'7,) 2-
CITY PROCESSING # ,.. (p
BUILDER
******************************************************************
SIGNATURE
~ A ~ (k&J2
COMPANY f/-GE ~(...Cc.nL(C
STATE CERT OR REGIST #
CITY PROCESSING #~R7
ELECTRICIAN
******************************************************************
PLUMBER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
**********~*******************************************************
MECBARICAL
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
Th~ undersigned understands that this permit may be
may be more restrictive than City regulations. The
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".
All 7j~
SIGNATUR0 OWNER OR AGENT
subject to "deed restrictions" which
undersigned assumes responsibility for
STATE OF FLORIDA 1?!~ 5 (.
COUNTY OF .~ 0
The foregoing instrument was acknowledged
Bege this ~ day. of tnAlUH ,.~
by ~ IL t1- "'jJ~6 L-
~name of person acknowledged)
~ho is personally known to me, or
~It-'@r 13~
SIGNATUR: C TRACTOR
STATE OF FLORID~A S L 0
COUNTY OF
The foregoing instrument was acknowledged
Before ~ this -.ZL.-d~ ,.of MAOL 1-1 , a ~
by l1~lKf A - As' IZ-L
_~(name of person acknowledged)
~ho is personally known to me, or
and who 0 did
fJ,~<
o who has produced
(type of identification)
~not take an oath
;1. (klu2
Signature of person taking acknowledgment
~Yl-UG~
Name typed, printed o~stamped
"., ~ Bruce A Aa
;"li1i *filY CommISSion CC748677
~!!!!.; expires June 22. 2002
o who has produced
. ~(type of identification)
and wh~ did lY8id not take an oath.
~1~" 4. /U.,~
Signature of person taking acknowledgement
Name
&tuaf' /J \ I+IJ&
typed, pri~ ~ ecce748671
*"'iiilI. *filY comm\lSiOll
e,; expires June 22. 2002
It.
IJ-s 13t~L-
.......1 \ ., ".".. ....-.
l-)(Jj-- ~. -5 ·
37/c)~ AJfU~M IN.
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF 7 '1. lo .....
I 5. i:>'.J
OTHER
\/1tW. .'/ J o.
BUILDING: <B a ./~ -:::>
ELECTRICAL: ~ "5 ~ ,:)~
PLUMBING: tJJff
MECHANICAL: NJf7
77fr) ~e.~ R RADON: 7.7b
l
CREDIT: f'l Jt+
J b LJ 0~
SEWER: rJJr
WATER:
TOTAL: v
T.I.F'.S
---c:l~-r f1L,
. .
111111111111 1111I11111 1111I1111I11111 1111I 1111I1111111111111
2000044308
Rcpl: 405192
OS: 0.00
04/10/00
Rec: 6.00
IT: 0.00
Dpty Clerk
~~91~~~~"A~t: r~S;O fOUNToY,. C'iERK
OR BK 4345 PG 1205
StAte 1)(
".,
tWJ(lUJ/l.
HOTICB OV CO~H~!HBHT
County ot
PfJSC(f)
7UB UHnCRSlCHCO horeby gLve. no tic. that improvoment will be made to c~rt~in
re~l property, and in accordanoe with Chapter 713, rlorldo StAtuteD, the
follO\Ji.ng intormatLon 11 provided in th1l Notice of CO/MIoncm/lCIlt.:
I. Parcel No. 11/- Z5-"'Z./- ()OIO - ()/100 - 0100
ve. i.....or 0
(eq~ .'cr~pt on e proper y an eJ
2. Centr.l D~~sc:rlptlon of I.proVlIl,nt !/tvlfl/ #(./111 PActA (;/5
.
). OHn.cr Informationl Namo ~t:J !-IoIU 2dl'" tyilf. P.
!.delreas :~?'7Df f'lj;u/(ni<< AvE.. City 2&111-'1 Rill lL~ StcHe I=t....
lntecest in pr.opertYI
Naln. of r.. Simple Titleholderl
(It other th.n owner)
Addre..
City,
St.Jtc
R
Addro"
City
StAte!
Ivuount ot Bondi $
6. Lunder: Name
Addeosl
City
Stolte
7. Persons within the State of Florida d"i9nated by Owner upon wr.c:n
notices or other documont. mAY bo served al provided uy Sec~lon
71),1)(1)(4)(7), FloridA Statute"
1'1"'"0
^dd~"1
City
St.Hof
a. In additi.o.n to himult, Owner d'odgrl6tel
ot . to roceive A copy ot t~e
Lienor', Notice "I provided in Section 713.13111Ibl, rloridA St.t\l~C5.
\/, r:lLp.Ll"nl.,ir,,," d/\\.e ot HotJ.ce ot COIlI"'encomen"".I\.he explrAtlon d,)tu ia I year
tc?m the U4tO ot rucording unle.. a ditterent date i. Ipecitled. J
S i l) 04 t u ceo f Owne r:
Me,ur
S....orn to
.... 2Qy:J .
Not,03ry Pllbli.c:
~ 4, au;
. M.y.Com;nllll ion Expire.:
a:a~:~l ~~(4~Df/
...~.....'./ explrel JUnfI n. 2002
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, , 21 X 31 Pa t / 0 BeaM 21 x 31 T / (t BeaM
'I u
,., X ,j
..) I
~ {i ., "~1 15- HAX~ T
.. .044 . ' .050. .050. .
...,
= II III
I. 2" .-{ I- ;]- .1
I- 2. ./
CD..l.HV1EAH - HEIGHT/SPAN TABLE COLUHN/BEAN - HEIGHT/SPAN TABLE COLUNN/BEAN - HEIGHT/SPAN TABLE
, WALL/ , SOL I D WALL/ ~, SCREi'!dJ.ALL/ SOL I D WALL/ r.f~~ SCREEN WALL/ SOLID WALL/
IIDlF RDOF ROOF ROOF ROOF
." , 2' . , - -I' , '6' - " 4 ' - 1 0' 3' 16' - 6' 8' - 8'
Ii!' -
~ " - 6' . ' 4' - , " - 8' 4' 4' - 4' 7' - 6'
., - 0' , 3' - I' , - 10' 5' 2' - 10' 6' - 10'
, - 6' , , - 1 I' , - 4' 6' l' - 8' 6' - 2'
" 7' - 10' 4' - 2' , , - 0' " - J 0' 7' 0' - 10' 5' - 8'
" 7' - 4' - 3' - J4' 8' " - " " - 4' 8' 0' 2' 5' - 4'
-
0' - 3' - 8' 9' I' _ ~' 5' - 2' 9' 9' - 6' 5' - 0'
I' " -
r " ~, - 8' . 3' - 6' 10' ~' - ~, 4 10' IJ 0' 9' - 0' 4' - 10'
-
NDTEI 1) ALL SOLID ROOF CALCULATIONS ARE FOR "'12 MAX. RODF SLOPES
2) BEAN SPANS HAY RE INCREASED 20X WHEN CDNTlNUDUS OVER INTERIDR CDLUHN SUPPORT
3) ALL REAlI SPANS ASSlME LATERAL PlJRLINS (2'x2'J.90. FRANED
ACROSS RODF . EACH POST IN SCREENED SIJJC VALLS
4) VALUE'S HAY BE INTCRPCLATED FOR INTERNED/ATE LENGTHS DR SPACINGS
21 X 41 T I I t BeaM 21 x 41 21 X 61
j Self Ma tIn 9 BeaM SelF Ma t i ng BeaM
J5- H.U'r'
4. I 6.
.050. . U "2~'] /I ..
~ .120.
~ 1-....
~\ V055 ~.
I- 2. ~~ "7044 t kf_L..
aLIIVIEAN - HEIGH7'/SPAN TABLE COLUHN/BEAN - HEIGHT/SPAN TABLE COLUMN/BEAN - HEIGHT/SPAN TABLE
" WALL/ SOLID JlALL/ ~~ SCREEN JlALL/ SOL I D JlALL/ ~~\~ SCREEN JlALL/ SOLID JlALL/
./1DlF ROOF RDOF ROOF ROOF RODF
" " - 2' - 10' - 8' 3' , , , , 3' 5' - 4' 18' - 8'
- -
rr .... ,
" - 6' 9' - 2' 4' , - i ' , - , 4' 0' - 8' 14 ' - 2'
" " - 8' -~, - 4' 5' , - 4 ' , - , 5' '7' - 4' 1 ' - j ,
, , - -I' ~-,-, - 6' ~, , - i ' , - 4' 6' 25' - 0' 1 " - I."
" " - i!' 7' - 0' 7' , - .,' 8' - 8' 7' 23' .. 2' 12' - :'
" " - 4' 6' - 6' 8' 1 , - 4' 8' - 0' 8' 21' - 8' 11' - 6'
II , - 8' 6' - 2' 9' 14' - 4' 7' - 8' 9' 20' - 6' 10' - 10'
" , - 0' - 5' - 10' 110' 13' - 8' 7' - 2' 10' 19' - 4' 10' - 4'
A4VID NORRIS CNGlNeeRlNG
DCSIGNCD TO ',.., ST~ MJILDING ctJ1JC
KR CHAPT. 1'''' FDR 1 DD NPH WIN/} Pg. l-A
EXPIRES AFTDl 2/ 1/01
"- EDGE BEAM SPAN TABLE (OPEN BUILDING)
MAX IHUH COLUMN SPACING - SfJ:,E SPAN
INUGUS
f:"nr:.r REAN SPAN
EDGE BEAM SIZE 10~ 14 16 18 20 Sx
2'x2'x. 044 4'- 6 . 3'-JO' :J'-.8' 3'- 6' 3'- 4' 0.23
Pat/a Ext. !;'- 6' 5'- 0' 4'- R' ~'- 6' 4'- 2' 4'- 0'
2'x3'x.050 6'- 4' 5 '-J 0' 5'- 4' 5'- 2' 4 '-10' 4'- 8' 0.44
Pa t I 0 E~t . 7'- 6' 7'- 0' 6'- 6' ';'- t:" 5 '-10' 5'- 6'
2'x3'x. 050 5'- 6' ~'-TO' 4'- 6' 4'- 4' 4'- 2' 0.35
T I It -t. 6 '- R' 'T_TlfT 5'- Ii' 5'- 2' 5'- 0'
9'- 4' 8'- 0' 7'- 8' 7'- 2' 6 '-10' 0.98
J '- 2' . '- 4 ifv 9'- 8' 9'- 2' 8'- 8' 8'- 4'
'x4'x. 050 7'- 0' 6'- 6' 6'- 0' 5'- 8' 5'- 4' 5'- 2' 0.55
T 1 It ;-'&'t. 8'- 4' 7'-10' 7'- 4' Ii '-10' Ii'- 6' 6'- C!'
2 'x6'x. 055x, 120 13'- 2' 12'- 4' 11 '- 6' 10'-10' 10'- 4' 9'-10' 1. 97
Sf! If Ma tin a Ext. 15'-10' 14'- 8' 13'-10' 13'- 0' 112'- 4' 11'- 8'
2'x7'x. 062x. 120 15'- 0' 13'-10' 13 '- 0' )2'- 4' 11'- 8' 1 J '- 2' 2. :54
Self Matlna Ext. 18 '- 0' 16'- 8' 15'- 8' 4'- 8' 14 ,- A' 13'- 4'
2'><7'x, 062x. 120 18'-10' J 7'- 6' J 6'- 4' 15'- 4' J4'- 8' 14 ,- A' 4.00
S~ if "'0 t / n(J Ext. 22'- 8' 21'- 0' 19'- 8' 18'- 6' 17'- 6' 16'- 8'
w/Tn....,-t
2'x8'x.072x,224 J9'-10' 18'- 4' 17'- 2' J6'- 2' J5'- 4' 14'- 8' 4.44
Se If "'a t / n a Ext. 23'-10' 22'- 0' 20'- 8' 19'- 6' 18'- 6' 17'- 8'
2'x9'x.072x.224 22'- 0' 20'- 4' J 9'- 2' J8'- 0' 17'- 0' J6'- 4' 5,47
Se if "'a tin a Ext, 26 ' - 6' 24'- 6' 22'-10' 21'- 8' 20'- 6' 19'- 6'
2'><9'x. 072x, 31 0 e4 ' - 6' 22'- 8' 21 '- 2' 20'- 0' 19 '- 0' 18'- 2' 6.77
Sf! if Matlna Ext. 29 ' - 6' 27'- 4' 25'- 6' 124'- 0' 22'-10' 21 '- 8'
...., f-! 'o/H ayp.)
1/4'/FT. (HIN. )
~ .12' AL. RDDF PItHS ~
(.J ::t ~ ~
~ ~
~ ~ ~ ~
e ~ ~
SPAN
SPAN
EDGE BEAM PLAl::!.
CENTER BEAM PLAN
CENTER BEAM SPAN TABLE (OPEN BUILDING)
HAXlHUH COLUMN SPACING SIMPLE SPAN
CONTINUOUS
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12 ' 14 '
9'-9' 9'-0'
16 ' -6 ' 15'- 0 14'- 0 J 0'- 8' 9 '-1 0'
16'- 6' 15'- 0' 13'-10 10'- 8' 9'-10'
19'-10' 18'- 0' 16'- 8' 12'- 8' 11 '-10'
. x. 20 eo'- 8' ,18'-10' 17'- 6' 13'- 4' 12'- 4'
S# if Ho t I n(J Ext. 24'-10' 22'- 8' 21'- 0' 16'- 0' 14'-10'
w/lns.rt
2'x8'x.072x,224 21'-10' 19'-10' 14'- 0' 0'
S, if "'0 tin Ext. 26'- 2' 23'-10' 16'-10' 8'
2'x9'x,072x.224 24'- 2' 22'- 0' 15'- 7' 5'
Se if Motln Ext. 29'- 0' 26'- 6' 18'- 8' 4'
2'x9'x, 072x. 31 0 26'-10' 24 ' - 6' J 7'- 4' 0'
if M tin t. '- , '- 6' '- 0' '- 4'
.INTE:RLOCKING ROOF PANS
12-
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, 1/
/8-0
ROOF PAN (ALLOY XJ().J H-1I)
~
't' v.
rf 't' - ,();J2, { ,();J2 ,.}44 11'- 0-
I, .1 /3 ~D"
12-
* NOm PANS AlAY OWRHANO 1/5 OF SlIIPL.E SPAN. SPANS AlAY BE INCREASED 2-
FOR CACH 12- OF O\f1lHANO IJP ro J'- ~ CONSVLT AN ENGINEDt FOR
GWCA 7ER O\f1lHANQ.
ALLMINI.M RaT p.ws - 12' X 2,5' X .J~J PANEl.
AS IMMTACT1.flDI tiY ROYAL ALIMIMM, INC., LECUU<<i, F1.JJ/lllJA
tl1N1J SPMI w/ SI'tW ,,/ SI'tW w/
CPCN 13''''' J4 '-f'
aJIUIN6 . IJ1!6 18''''' 13'-8'
JJ""" 18'-8'
PARTIAL 1 1 '-II' 18'-D'
DICI... ascI' . IM!ll I D '-II' JJ '-D'
IUIUING 1 D '-D' 10'-f '
CHCL.~ 13'-f' 13'-11'
IUIUING . fJIlZ 18'-0' 18'-4'
JJ'-f' I I '-11'
lJAVI. fDlIlI$ ENGINCERING
1JC$1GNE11 TO ,,.7 STtWJJNlJJ MJIUING aJIJC
HJt CHAPT. I'M ITJR JOO HPH J/IN>>
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CAST N.IM. AUC lNUltT 11/ (~) v.' ilIA. X;7 In' CONC.
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CA. S1lIC OF CDl..lMN /IV (Z) J/4' ilIA. T1#lU Ja.D'
11/ w.u:NElU OR
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11/ (2) v.' ilIA. X 3 lh' CONe, A . B. ',5
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CAST N.IM. AUC II4EM 11/ (4) '11 S.H.S. INTO KmI HI!AOLR.(2. MIN.e:.MBE!:'
, (2) 1/4' ilIA. 7JMI Ja.D' 11/ IIIUHER$
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([PT.) 6' STEP FASC/A 11/ M X I'
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2' X 2' X D. IUD
ST I FF'E:NCR
NOTE I FTR OUTS/DC SPNIS >
~ Z'K3' (VLRT.)
liiJ.IL
tIfCN HOST STRUCTURE
IS HASDNRY USE , I D
X Z' THUHJJDt m.. TS,
12 ' (J) tJ8x:5/8' ./HEA/J
SHS. TOP, NlTTOH
tT EACH RISER.
Ra:JF PAN
(3) POl Ra:JF PAN
, 8 X 5/8' V. fEAJ)
SHS. ~ CENTER
/NTO REAH.
I' X I' X 2' X O.
ANGLE CL/P tI/ (2)
, B X ~/B' II. HEAIJ
$lIS. CAOi 1114 Y.
(3) PeR RaT PAN
, lOX l-l/z' 'II.
SHS. THRU RDDF PAN
& NJX HEA/JCR ON
CENTER /NTO HOST
STRUCTURE .
e x ALUII.
TYP. SECTION DETAILS
(I) 1/4' DIA. X.3 1/4' T-"'T
. e4' D. C. o~ TAPCON
SL.IJP€ NIN. 1/4'/1"T.
MITE'
AT CDRIERS USE (J) J/4' DIA.
X J 1/4' EA. D/R. .
4" (HAX.) F'mt CORNER.
~
-
.. .
. '
~ X I4L.IM ICJIH
(It) J/4' lIJA. sn..
~ An (TYI'.)
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CR
J.CII 1H('1m " X,' IO.rJ FTXJT//tl:i 11/ (I) ~ ~T.
CR
Km lJCC1( 11/ llM.. 2 X 6 (H/N.) PfR/HETDl IEAIJCR
'10 ,,/HCiW SHS
THRU JlDX HE:AIJCR ~
12' CE:NTE:R INTO HOST
STRUCTIR€.
B X :5/8' II. HCAJ} SHS
U RJXT PAN RISER (JJ
16" CENTLR INTO STIFFTNER
A r CAOi EN/) OF RaT.
I'X J' X J/J6' X 2'
/ALIM. CLIP 11/ (e) III
X 1/2' TEJ( SCRnIS IN
EA. DIReCTION
-J X 2 ALLM.
4 ~ . " 4' 'J, ". ." .&4SC PLATE:
.....,,;.'. .:4":'"'
. ...': a ;'.:.;"
~'. ,0 ....... ..:
... .. . . I .. ., .' ,
.. It .. If1I"T SIDtM
_II It I' S.I4.S.
lOt If1I"T INTO
IIf1UJIa a.lf M.I~
I' X e' CPCN ~
6DTTDH PLA n:
. ..11.'.,. " .
4 .
(I) 31/4' X 1/4' DIA.
T-D.TS I 24' a.c.
OR. 1/'1 "DIA. TAPCON5
L\4VID 1DfR/$ ENGllEERlNG
/JCS/GIEIJ TO '" ST~ MJILDING C01JC
PDt ClW'T. J'lM FUl IDD ~ IIIIm
Pg. 1 -F
EXP/RES AFn:R 1~lllol
JIf POST LENGTHS AND SPACING FaR WALLS
P I + I JIf
POST
SIZE
~.rd. fir
~d'd. ""
I ~Ml'd.1U'
~xZ'd.II3'
,'Jt3'd. ,,"
,.Jt3'itI. U~
J'd'itI.IU'
,.1t:J'd.1f1'
3'Jt3'd. l~'
lOt/HAL ~ AWL.f
Mo4LL
lE/tMT I'O.fT .fNCINIJ
7' 5'-fI.
I' 4'-0'
7' ,.....
I' 4'-fI.
7' 7''''.
I' I '-0.
g' 5'-1J.
l' JO'-O.
I' 1''''.
g' , '-IJ.
l' I'-().
I' "-IJ.
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l'
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JD'
7'
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l'
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g'
10'
m./~ AWL.f
I'D.fT .fNCINIJ
e'-Jo.
e'- O.
3'-D.
e'-f.
4 '-0.
3 -0
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5'- IJ.
3'-JIJ'
3'- O.
4 '-D.
3'-().
e'-f'
e'-o.
5'-1'
4'-B'
3'-3.
/!'-g'
I'-B'
4'-1'
3'-7.
3'-1.
g'-3.
,'-0.
5'-$.
4'-fI'
le'-o.
g'-O'
7'-0'
, '-D'
. /! JJ/HENS/~ U1AJJ/NG - caalNC1J AXIAL (RaT) ,
ICNJJ/NG (~/NJJ) U1AJJ/NG. Fat EAQt AlJlJITIDNItL. FmT
tT RaT SPAN (lR DVCRHANG) > 13' RC1JUCC PO$T
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8.
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aID nl aH:.
TD1
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I'D.fT
POST FOOTING
DETAIL
12. DIA.
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/lCSIGNE1J ra ""7 STANJJItR1J MJILJJIHG CIJl/C
f'C1t OWT. I '01 Fat I 00 I'H VINJJ
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CXPlllD AFTEIl .z/ 1/0/
6X6 110/10 V. v. F,
OR USE F I BERHESH
RElNF'ORCEH€NT STRANDS
HIXED INTO CClNCRETE.
FlNISHCD GRADC
1 NOHINAL CONCRETC
13,000 pSi HIN.
4'X4'XI6' BRICK
SOL I D SPL I T F ACC
HORTAR SCTVCCN
BRICK AND BLOCK
S'XS'XI6' CELL
BLOCK 6' HAX.
HEIGHT.
VAPOR BARRIER
CLEAN COHPACTED FILL
PIERS
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IN CONCRCTE FILL BLK.
LAY N
(J> " RE:IAR ON STE:E:L CHAIR
RAIL OR 4' X4' IRICK SCRAP
NOTE:
FOR HEIGHTS> 55'. USE:
16' VIDE: FOOT(R AND SOLID
C. B. BACKUP VALL (NO P IE:RS>
~
( HIN>
16' v/S' C. B.
TYPICAL SECTION
(ASSUHED SOIL PRE:SSURE:-2,'00 ps{.>
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VARIES
1
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4'X4'XI6'
SPL/ T BRICK
VALL
61-0'
61-0'
6/ -0'
VARIES
DAVID NORRIS ENGlNEE:RING
DESIGNED TO '97 STANDARD BUILDING CODE:
PE:R CHAPT, 1606 FOR 100 HPH VIND
EXPIRES AFTeR FEB. 1. '01
-I II /,-;'(;;'
Pg.
(TYP.)
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FROH FCXJTOI
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NOTF:
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IJSE SIIlCMIrALL STrJIfM MACE-X PA rtrIfN
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(DR)
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FAGIA INTO TRU55 OR AAFTE.R TAILS
OR ~ ~8 11& HEADE1t ./ 110
SJI$ . .. d C INTO DtJsr T01' "-A 7l'
0If (I) "0 . ,,- dC IhD S'7W
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INTO CONC
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(T'fP. . EA. END)
~
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i
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NOTe:.: SEE-?s. 2-D FOR. OPrlONAL FOOTE.R DE.TAIL
aMO ~ W/ (4) "0 SII.S
7fJP lit SOT. (T'fP) (CJIt COCIIV,)
NOT€.: ALL THAi.( BOLTS REQUIRE. WASHERS
_ #=/0 = "lo ..5.;11/.5.
ALL 5.M.S. TO BE:.. WASHER -HEAD
.3Y8'x I~'x Va" [
BASE wj(Z)'/4-1M TAPCONS t1If RUV.~ IV
(2)'/4- 1M K .J '/2- sr. THRfJ 1K1C.7S .
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W/ (%) 1/ d. - DiIA. X I '/4- TAPOONS lit
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THIS STRUCTIJRC HAS BfEN DCSIGNED IN
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CODe ttlTH ALL RnfSlONS ro
a-fAPT. "01 Fi:JR '00 "PH ttlND ~oaTY
VOiD AF7FR Z/ / /0/
DA ~D NORRIS ENGlNEFRING
"2 cot..EMAN RD.
MfNTER HA ~ FL .J.JMO P 2 C
(94t) 2g9-1048 g. -
TYP. DETAIL RAISED SLAB &
WALL SECTION FOR ROOM ADDITION
(3) #10 S.M.S. PER
PAN (1" MIN. EMBED) TYP
NOT~: #/0 S.M,5. W /WASHf"-R-
HE.AD /.5 TYP!r-OR ALL 3'1
AL. PAN CONNECTIONS
NOTE: MAY BE SINGLE PLATE
IF CONTINUOUS 2" X 4"
," COX PLYWOOD, 7/16" O.S.B.~
or 5/8" Tl-ll WOOD SIDING wi
8d's @ 6"/12" O.C. EDGESI
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.
3/8" DIA. x 3-!-" CONC..
ANCHOR BOLTS @ 24" O.C.
THRU 2" x 4" P.T. PLATE
4" CONCRETE SLAB wi 6x6-
10/10 WWM OR FIBERMESH wi
2500 PSI CONCRETE OVER 6 MIL
VISQUEEN ON CLEAN, WELL
COMPACTED FILL (TYP)
.
~
6 MIL. VlSQUE 'N
COMPACTED F7LL
If "
(1) #5 VERTICAL REBAR IN 8 X8 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)
4" SPLIT-FACED BRICK
(OPTIONAL)
GRADE
/I
FOR H > 1-18
A SE..ALE..O ) t:.NG NR. D.
PLAN /.5 RE.Q'D.
.
.
I.
12.
.1
THIS STRUCTURe HAS BEEN DCSIQNED Ii
ACCORDANCE 'MTH THE 'g:r STANDARD lJLD4
CODE 'MTH AU. RflfS70NS ro
CHAPT. 1101 FOR 700 AIPH tttHD ~OQTY
VOlt) AF7F:R 2./1/0/
DA ~ NORRIS ENGlNffRlNG
112 COt..D/AN RD.
WINTER HA~. FL ~
(g,ft) 29S1-7~
NOTE: THIS FOOTING DETAIL MAY BE USED
FOR SCREEN OR UTILITY ROOMS.
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