HomeMy WebLinkAbout00-9758
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09758
Date 9 II f, / fJO
12o.~
BUILDING
?~.~
ELECTRICAL
PL~BING
MEC~NICAL
Sewer Conn
Water Conn:
Property Owner: 6.rCtVlol J.k,.,.; -Z:Or1 S
Job Address: s'7 5'" :r '3 Lo, e-- Co Ave.
Parcell.D. # ? "1- 2. -s,.. 21- ,,()/O. 0 (1 (j() -
Water Meter:
T.I.F.'s:
1100
Zoning:
Descriotion of Work
Energy Code:
r A ~ s "d s c..,. Il (I".
'0 vO
Radon Gas: 0 · -
roo.""'1; ec.'f'o/",J I T <..<.J-,' I,'-i-y
/" (') D,....."
NO OCCUPANCY BEFORE C.O.
FINAL 0-/7- 00
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Valuation or
Contract Price
J 1.& <) 1 .
,
'f~
Inspector S
Permit Fee ~!. '10
Signature 4. - Ci..J.J.42
Company
Address
Telephone#
City License Registration #
State Certified License#
J(.
~ &,~j.f-
A-c 4?
cre.e. ~
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Driveway
r~c:rvZ.O~C10~
ELECTRICAL
PLUM ING
FRM.
Insul. CL
WL
SLB
Tub Set
Water
Sewer
Final
Breaker
Ducts In
Com pres or
Final
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.001 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.
APPLICATION rOR PEm4IT
CITY or ZEPHYRHILLS
BUILDING Dl!:PARTMl!:NT
~ I, '-tfp 0
ATE RECl!::IVED
PLANS :REVI:EW i'EE
PHONEGZ- -10.0
OWNER'S NAME C,flANO
JOB ADDRESS 37533
f-JOill zq.j
LO~NA
('t1 , !-I- . p .
fJvE. LtJ/ 110
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION 6f!AJJ() 1f61Z (Z6(1i
PARCEL 10 # 3~-'2-if- 1-1- ODIO - 01300"" 0 110
(OBrAIN FROM PROPF.RTY TAX NOTICE)
WORK PROPSED: orNEw CONSTRUCTION
o ADDITION
o ALT E RAT I ON
o REPAIR
mN'STALL
Os I GN
PROPOSED USE: ~L FAMILY DWELLING
o COMMERCIAL
o MOVE
o DEMOLISH
OMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
~flWjlll , ANAl'-
OTHER
DESCRIPTION OF WORK I~
LI""(l.~
BUILDING SIZE
SQUARE FOOTAGE
8"Lfo
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.
PERMITS REQUESTED
~UILDING
~LECTRICAL
$..JJ ~ S~ . 'f~
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o FLORIDA POWER
o
W. R. E. C. t.-./lat ~HE-f)
o PLUMBING
D MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: D BLOCK
o FRAME
D STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES
D NO
SIGNATURE
~/J~
.if
COMPANY B~{.J. C()N$~u(..rtorJ Or=- re:iVr1lHL r;( .
STATE CERT OR REGIST it (&Co 5'7'78"'1.,.-
CITY PROCESSING # "2~
BU:ILDER
******************************************************************
SIGNATURE
~ A~~
COMPANY---.t}.. G-~ r; /.-.6 c.:(P.1. C
STATE CERT OR REGIST #
CITY PROCESSING #
ELECTRICIAN
******************************************************************
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
PLUMBER
***********~******************************************************
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
MECHANICAL
*****************************************************.********~**
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
OTHER
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. . NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictionsff 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 Sectionsff of this application for which the'
will be responsible. If you, as the owner signs as the contractor, you are indicating thaI
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 i:
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 - HomeownerJs Protection GuideN prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "ownerff, I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "ownerff prior to conunencement.
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 conunenced 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 tc
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 "Aff or "A,etc.ff, it is
understood that a drainage plan addressing a "compensating volumeff 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 plansJ construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is conunenced 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 conunenced. 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 F~LURE 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
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENTff.
rl~ 15~
SIGNATURE: WNER OR AGENT
jj 7-S~
SIGNATURE~NTRACTOR
STATE OF FLORIDA PAsL.t?
COUNTY OF . -
The foregoing instrument was acknowledged
Be fore m~ this ll/ day of ,<lLK,v'5"'- ,~..Jdpo
by ~ ~ !t5BJPL.-
~name of person acknowledged)
DtWho is personally known to me, or
STATE OF FLORIDA "VA SGO
COUNTY OF ~
The foregoing ins1fument waA acknowledged
Before me this I _daYOfAI/(9~$T, .2-000
by CSiiu u=- 1+ . S&t;,L
(name of person acknowledged)
~ is personally known to me, or
Name typed,
gJlVGt A. Ii 5f3GL
Signature of person taking acknowledgement
~ 4.
pr ~b~48677
t", ; Expires JUl'le 22. 2002
-.."..~
Dwho has produced
~e of identification)
and who Ddid [3jld not take an oath
[3 (2.4 <-f..- fJ-. ,45 8t~ L-
Signature of person taking acknowledgment
8 .. .. 11. 0a1.&
~ ,,~
Name typed, P~~~ICP-ad77
*~*~. 222002
~_ ~ Expires June .'
~4Jt.::I'
Dwho has produced
(type of identification)
and whoD did ~ not take an oath.
STATE OF >=lOq:CA
COUNTY OF PASCO
THIS IS TO CERTIFY TKAT THE FOREGOING IS A
TRUE AND CORRECT copy OC THE DOCUMENT ON FILE
OR OF UBLlC RECORD !i\ i cil,:; OfFICE: WI}J}\E~ MY
HAN AND FFlel". S'.!\I THIS..I.S-~ OF
_ 2,aJtJ
JED MAN~ CL~OURT. .
BY .. .. EPUTY CLERK
~~~~IIllIJ~!I~11I111111II1111111I1I1I11I11111111111I1
Ree: 6.00
IT: 0.00
Dpty Clerk
~~~ 1~~~~MANj : rrS~O fOUNToYf C'iERK
OR BK 4444 PG 1141
Rept: 441674
os: 0.00
09/15/00
HOTXCB ov CO~H'c;nU3H"
5tH' f,t (l.-ollIO/+ County ot P,4$Lb
,;,ul IllojnC/lSIClHCO h.r.by 91v.. notlo, that l/l1pc-ovo/ll.nt ,,111 b. m,do to cJr~.Jln
Ct.Jl prQP.rt(, and ln accordano. wlth Chapt.r nJ, rlorldl Stotutto, ~nc
ro\lo....Ln<) 1n or/:lat10n 1. provld.d 1n thh Hot1o. oC CO/MIoncnI/lcllf.:
I. PHo.lHo. 3lf-2.-S- 2/_D()IO~DI300-0I/D
/+VE. LO I II b
. prop.r Y an . ,..t a rl
"
Cen!,.\ o,l(rlptlon or taproVlII'M A).....t./IYIIAJU/Yl
Pl+ck;4GE
) . O\ln.o r In r o rIll' t ion I l-llmo (;(1..,4-JV/l I-tOJ2..t?()/..J 111-1--1 .1'.
l,d<.Jr...S'75"'}} L(;{ZIi/V1f {hIE.city zi~lll-l(R-I-IIl--t.-.5 5tH' FL-.
lnt."'st 1n pr.upert)'1
I'ItlAI ot roo S1mpl. or1tloholdu'l
(It oth.r tn,n o"n.r)
J J
cJ.ty.
StOltO
^ddrclI
\ L,
~ .
Contractor: l'/.Jm. 8$" H c o}J~.n2vC-1' 6;,/ OF cClVr/lfU..- PL.
^udr."I-JDl'5tvttwl/$ i1IZ~D6E ~C1ty2EjJIIY!?-H'l-L-j State /:::L. 335Lf;J
~. Surety: l'/.J/R'
^ddrOIl
C1ty
Stolt(
M,ount ot Bondi $
6. L,.ndtr:l'/am.
^dl.lrolt ~c1ty
perlonl 'oJith1n the Stat. of p'1.odda
not ic.. or oth.r dOClulunt. rnay bo
11).1)1 11('1(71, rlor1~& St&tu~,'1
~t,)tC
1 .
d..1qnlt.d by O....noc upon ....r.c:1l
.ervld I' provided u1 5~c~~on
tl/\/II0
8. In iddit1.o.n to h1m..lt, Owner d'ot19n6t..
M1dc,"
C1ty
St.)'-"
'J .
o I to' 0 c . 1 v t , C 0 I) Y 0 ( ~ ~ r
l.ienor" HotLc. II prov1.dtd 1.n 5.ot1.on 1lJ.1Jllllbl, floc,do Sto~..~C'1
r.pHIII.itJn dill.' or H(/~lc. oC CO/lIIII.nOt/ll.nlr.''-''1l .~pL'ltl"n d.J~" l. I yc.r
lr?rn tn. u,)to ~t rucord1n9 unl." & d1".r.nt date i. .p.cit~.d. i
,..no""Olo.n",Q -/~-1L.i ~~ ~ OU/JJfil/.. ~/a,vr
'.0," '0 'nd .ub,crlHJ %~i~r~~' 'hil' I ~ d.y O,Y'.<;VTk-N'1! F.~
MO~Jry r>lIblic:
~ /J. fi~dl
--1ba2 .
I"I.CO/ll.^, 01 ion tll.pLC"1
.,-'6" Biuce A Asbel
~Ir *My Convnlasion CC74Sen
~...,:~ Expire. June 22, 2002
f~) l-t (~~//LdLT( Df'!
37 5'3 ~ ~t\-N~ ft- ,~\!.
I/H--0 v--\1'l0 1..< (/\t- 'LA~.2
7;)r72~'-~
SQ. FEET PRICE .
MAIN OR LIVING AREA $
OTHER AREA UNDER ROOF $
OTHER
VALUATION $ " (.~"'"
J I $ <') 't':J ~ '/'11 U;
,/./'-"'~
BUILDING: $ j 240. ,=>0
, -
I '
CREDIT: $ /"j 1)1t
ELECTRICAL: $ ,.., c; .~ ~
L .
PLUMBING: $ '~) ~
I "
MECHANICAL: $ rJ l,
1Lf0 C'y> F-+ RADON $ S '-f()
T IF'S ,I $
;0/,;-
'---r6,A-L
4'5~ '-/8
/ ..
08/02/00 WED 13:05 FAX
~OOI
B&H CONSTRUCTION OF CENTRAL FL. INC.
4025 Moa Bridp Jload
FRE.EES11MAIES ~Fl 33543 1-800.224-1206
Liceosed.Bonded-lD$urtd · SkittiDI.. Steps · Room Additions- Alwnmwn"CoQCtete ,....
Lot #I //0 Subdivision ~7S..J..3 L ~iI!~Q;P- AV'~ G-flA.vr:/ ffi;/C' IZ~IO.5"
L..\p1O ()-r~~~ (}last Room WaJJs
Paa Color SIDa- a.a. WiMGwt _EAx_
Trim Color \VaIJI_+_+_+_-_Inx-
.. IlS)'llcaa~" ~ + _ - _LIF ~_
Beam Color
AU u\llDIoUID roots in.;Nde; ,.... Trim. Ouacr ,....
DowrupoldS. 3xJ ,..... 2x4 .... ... SbiatJe fila
:!..Lhns.&:.,Ft ~5qPtx2.1S - 3.IS IJ~ Up 5idiDa :&LlA lC 6.24 i.6 f'~ ?6
.a........C1J:F. ~Sq Fe x 2.7S. l.ts . HaM blIi'D& _l.JFx 15.60
LL-Pan, Ff LOftC~Sq Ft x 2.75. .US ~~ S1lep RaiIina T J _EA x 72.80
_Pan~~Fllofti-Sq F. II( 2.7S - 3.15 o.np Door x EA It
Valwsor_fronl__RMr~UF lit 3.64 o.r.. Doar .......-- ---:-'lC EA x
Gutt<< on Jk,me rD Ufx 3.'75 Mile;
o.bIe Beam Work on Proal Load -119.60 ^LUMlNVM TOTAl.
h7 5MBeam UF II 4.68
l1t9 SM BatD ~" LIF lit 6.76 Ccncrete aud Brick Work
Access Door EA x 6l.40 Patio SJaII -~x /~ .~SqFtx 2.00 ..2*,00
Mi~ PIldo Slab- '..43.:-x~ - ..Ql. Sq fit x 2.00 I mft,O()
---
hdo SID- X -_SqFtll. 2.00
SCREEN ROOM WALLS SicS. W.ak . -"--- --:r:...~ = i1J:..Sq ff X Z.OO Pi' .2. Of>
Lap KP 1L -+.!!f... A + _""&1JFx 23.92 f4~ "". Driwway ~x.2L · Sq Ft lL 2.00 1/.2::1&, co
Sqeeft Door IMludcc: ~f'IIQr,-. _1[_. _$q Ft x 2..00
CIoso- and Th~_. -LEA x 11.00 7"()~ Air CaocIi~.. SlUx - =>q Ft x 2.00
Gable Fill- one side ---_UF x 12.4. .,.....~Arce---l--,;r- ~112.. 31).00
lnsWue.l<.idr PIa&-- LIF x 3.00 ~PMio6eow-s./.2. x.Lf..-/#PSqFtx 6.75 //,~. ()(>
I Fa Beam (N(II Wired)-. x noo Ralse4JWio6~_x_ - Sq ft lC 6.75
,
Owlr.f pit it per CcMs.JJ:.x~ ~~1.IF x 1.80 . 05:A,C
VTILmr ROOM POGI8' (lxl1 ~ ..~.J.JF J( 3.50 ' ,0. (JO
Pan Shed _ +- _. +-.__. ._':"" _lIF 1(. %$.08 foacer CSkirtinc) ._-~ur; II 2.SO .;'" "'-
With 1,,2 A&\,Ut1 (11( 2'1(4 Waod Stud5 16" oc ti t t...~ . 1 EA x 5&.00
l.ap E:(ter .t.~... a..+ ,~ T ___.. AUF x 2'.08 l Tr. Sr.Ip--- ...td.-. fA x 116.00 .2 ~:l. 00
Elixir Door and 1 Window- -'- x 124.10 J'Triia s.., J,_ EA x 17..00
Double Elixir Door I WiAdow _ x :J4s.~ Step P'lM&nI. _EA x 175.00
51"* WUa40w (EXfra) :::LiL x ~.IO 4(, , ~'O 8riak SkiftiDC Ma S Hip
Bu, SJUeJd---.----- UF x 4.16 "''1, jI1 iL Ovw $ per tl per Coune c:Mrp _ LIF x 1.60
Mi$C . Split Brick Air ~----.._LJP x 8.00
: Split Brick Solid ---.- ..J.&..UF It 9.00 /9.P. co
V1NYL R.OOM WAlLS 0Wr 5 per a per eo.. c:batce..:cLUF' lit 1.80 79-r.:l.O
Vinvl Walls ... ... + - lJFx Pm Dirt _Loeds x_
I' ______
1nsicle Kid:. PIMe---'--~- _UFx4.4' ........ . .. -- /(P(),~
lap Tor in. land uut - _LJFx12." Mite:
Florida Glass------ _UF X '.12 -- "' -
Insulate Top ..<1 Bodam--_UF x 4.4$ .s'lK i.,(~ a I. . . lJ ( 1('_ 0. L.a.u. Concrete 14 ....:. -vJj'
I)(Q's '".:Iude (.2) 2 Track UD1~ IA~X~~s.<O d -Aluminum f.~. '
Th.-hold and Closcr---_ EA x 115t.60 Permit
MiK F'A,K 70 7/f ';'~.JFS" ~~ Tax iIlb-. Iff'
-.....-- Tote.!
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t:Ji _f-:-050. ~ SX-, 98
SX-, 23 SX-;.44..(: SX-. 3~ SX-. ~~ I
I 2 I I 3 J" I I 2. I I 2. I ~044
)( :L
~ 2' x 3' 2' x 3' T/l t 2' x 4' T/l t 2' x 4' S. M. B,
P'" HEJ GHr /SPAN 'rip'" HCJ GHr /SPAH 'rip'" HEJ GHr /SPAN ~", HCI GHT /SPAN
, l!' - l!' - i' - - -
, , - r,' - J' - - -
- - - , -
, - - I, ' - - -
- - - - -
- " - - - -
- 9' - I' - - -
- 9' - I' - , - -
6"
7"
8"
r 120'
r-""
I
~
l!' )( 6' S. H. I.
i
2' )( 7' S. H. I.
SX-I. 97
p055
I
_ -,-120
SX-2. ~4
I
_ -,-224
2' x 9' S, H. I.
,I
'rip+' HCI GHT/SPAN
,i>'" HeIGHT/SPAN
I
L.062
SX-4, 44
I
L.072
. I' -
-
, , -
, I' -
-
, , -
-
r' -
'r!p'" HeiGHT/SPAN
,'\3' -
4;' -
, -
, -
r
r
p-....
I'
I'
9"
9"
SX-~. 47
t.H.B. J
I Al
l.,.072
u
2' X 9' X . 072 X .310 S. H. B,
_ ',-'-224
_ ',-'-J10
SX-6. 77
I
u
2' X 9' X . 072 X . 224
~p-#' HCI GHT /SPAN
I
1..072
~p'#' HClGHT/SPAN
- 1
- 1
- 1
- 1
TYP! CAL ALUM! NUM COLUMN & B~AM D~TA! LS
TABLCS FOR SCRCCN ROOMS & ROOFS ONL Y
D J) "IIH SPANS HA Y IE I NCRCASCD lOX IIHCN CONTI HIJOUS OVCR
1 NTCRI OR COi.UHH SUPPORT
cJ N.L ICIIH SPANS ASSUHC LATCRAL PURLlNS (l'xl') , '<1' rRAHCD
ACROSS Roar , CACH POST I H SCRCCtCD SI DC 1IN.I.S
3) VALl..CS HAY " INTCRPOLATCD rOR INTCRHCDIArc LCNGTHS OR SPACINGS
DA VI D NDRRI S ENG! NECRI NG
DCSI (;NeD TO ' 97 STANDARD IU/ LDI N(j CQDL
peR CfWT. J 606 rDR J J 0 HPH VI HJ)
Pg, 1 -A
CXPIRCS ArTeR rcl. I, 'OJ
HAXI HUH COL UHN SPACI NG
EDGE BEAM SPAN TABLE
~DG[ B[AM SIZ~
2 X 2 X . 044
Po tl 0 ~xt.
2 X 3 X . 050
Po tl 0 ~xt.
2 X 3 X . 050
T/ I t x t.
.BIlf)L PAN SPA 'V (/ NCL.
of' ~ 8' In'
.'-of '-' "-0' 4'-6'
, -e' '-' ~r- " -e'
'-0' '- 6-}O' 6'-3'
0'-0' - 7'-9' 7'-}'
"-0' 6'-}O' 6-} :>'-1'
8' -8' 7' -8' 6' -10' 6' -:r
13'_r'~ 10 -,,' ':I. -0'
/4'- ' . 11'-6' 10'-6'
"I' -1' 8' -7' 7' -8' 7' -0'
10'- 0' 9'-7' 8'-8' 7'-10'
19'-0' 16'-7' 14'-10 13'-7'
20'-}0' 18'-e' 16'-3' 14'-11'
18' -} 0' 6' -10 } ~' -5'
20'-8' }8'-6' }6'-}/'
eI -e' I';'-of'
23' -3' 2} , -3'
eu -".
ee'-"
<1<1' -0'
cof' -I U'
T/I t [xt.
2 X 6 X . 055
X . 1 20 S. H, B,
2 X 7 X . 062
X . 1 20 S, H. B.
2 X 7 X . 062
S H. B. II/I NSCR T
c )( tf )( . Oli:
X . 224 S. H. B.
2 X 9 X , 072
x . BBof S. H, B.
-j rJ.' O/H (TYP. >
I/of'/FT, (1'111'1.>
~
~ ~
~ g
~
12' AL, ROOF PANS
SPAN
CDGC BCAM PLAN
- Yo'th ~uf!u1N
n, o. H)
I;>'
4'-2'
4' -9'
5' -10'
6' -7'
~'-e'
5' -} 0'
tf' -IU
9' -9'
6' -6'
7' -3'
12' -7'
} 3' - 9'
/4'-4'
/5' -8'
I -10'
1 9' -8'
18'-11'
20' -9'
eo - "I'
23'-0'
lof'
3' -II'
4' -5'
~'-6'
6'-2'
., - 0'
5'-6'
8'-3'
9' -2'
6 -<1
6'-}0'
} } , - "I'
} 2' -1 0'
13' -5'
1 4' -8'
6' -9'
1 8' - 4'
1 7' -8'
/ 9' -5'
I "I' -6'
21' -7'
-j rJ.' O/H (TYP, >
1/'" /rT. 1411'1. >
~
~ ~ ~
! g ~
8 ~
SPAN SPAN
6'
3'- ,
4' - ,
~I - ,
5' - /0'
., -7'
5'-2'
7' -"I'
8'-8'
",' - "I'
6'-5'
II -1
} 2' -2'
} 2' -8'
}3'-}}'
". -10
17' -4'
1 6' -8'
8'-4'
J 8' -6'
20'-"
18'
3'-6'
4' -0'
of' -10'
5'-6'
of' -of'
of' -/0'
l' -of'
8'-2'
::> -0
6' -1 '
} O. -6'
JJ ' -7'
1 (. -0'
1 '-2'
J '-0'
1 '-6'
I -10'
1 7' -.:l'
I I -6'
I ';' -.,.
CCNTCR BCAM PLAN
CENTER BEAM SPAN TABLE
MAXI HUH COLUHN SPAC! NG - S! HPLC SPAN
CONTINUOUS
NOTC,
VIli.I.JCS MAr If: INTf:RPOI..ATf:D "OR INTCRHCDIATC LCl-IGTHS OR SPACINGS
DAVID NORRIS CNGINCCRING
DCSIGNeD TO "J7 STAN/),4RD IUlLDING COOC
PCR CHAPT, 1606 FOR 110 HPH VIND
CXPIRCS AFTCR FCI. L '01
Pg. 1 - B
INTERLOCKING ROOF PANS
ROOf' PAN (ALLOY .JOOJ H-/6)
fJ
I
't' VARIES~
12'
[f
I
't' - .0.J2~
12'
Jo'AX. SPAll
SJt Jo'AX. SPAll 41 r:JXD lit
{
I
'; ,~j,,~,. ,j
, -~: '1';":' ,-..' ~
.OJ2 .608 /5'- 6' 18'-6"
{
I
.0.J2 .~ 1/'- O' 1.J'-O"
lOTr.. PANS MA Y Ovr:RHANG 1/' Of' SIMPLE SPAN, (UP TO .J' MAX.) SPANS MA Y BE INCREASED 2"
TOR EACH 12" Of' Ovr:RHANG. CONSUL T AN ENGINEER TOR
GREA TrR Ovr:RHANG.
J" S~CTUR.4L .4LU4I.
ItOOf' S rs TDJ .'
1" S.4I. K.44I (seE CHARTS)
(1) 1/4' OIA.X J '/2" Sr. THRU
/K:ILTS
J '/I' X I '/2' X '/I" C BASE W/ (1)
1/4' 0104. TAPCONS at CQUIY./1>OST w/
(1) 1/4' 01.4. x J 1/2' S1I.. THRU fa. TS
-7Ql' at SlOC 4IQUNT ALLOttCO-
ALW. lASE INSERT
W/ (2) 1/4' 01.4. X 2 1/4' TAPCONS
(2' 4IIN. -OIBCD. T"fP.) SECURC ALU4I.
CQ:.. W/ (2) 1/4" 01.4. THRU'Ot. TS
N{'r! OR CXlS Me
4 1500 PSI C'~uc. su.I
(SEE PAGI; I-H)
CARPORT / OPEN PA no
DETAIL W/ ROOF ATTACHMENT
N. T.S.
FLORI DA
, ~ H
OPEN J " -I' J 4' -0' J 4' -4'
I/.JJ I. DJ H(j .014' J t' -I' J,' -0' I" -4'
J J ' -I' J t' -0' Ie' -4'
PA.UI.4L J J ' -I' J 2' -0' 12' -4'
ENCLOSED .014' J 0' -I' J I' -0' I I' -4'
MJlLDIHG J 0' -0' J 0' -4' J 0' -"
ENCLOSED J 3' -4' J,' -I' 14' -0'
M.JJ.L DJ HG ,014' J I' -0' J t' -4' J 2' -"
ll' -4' J J' -" 12' -0'
ROOF A TTACHMENT NOTES
FASTENER TO BE DETERMINED
BASED ON CONSTRucnON Of'
HOST STRUCTURE
110 S.M.S. X 1 1/2' 0 8'
O. C. IN TO IK)OO
riB
(2) ITO 0 T6' O.C. INTO WALL STUDS
f)f1
(2) {TO X 2' " 24' O.C. THRU
J/4 (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS
f)f1
1/4'_ TAPCONS 0 8' O.C. STAGGERED INTO CONC.
I+'/ITO S.M.S. THRU REC. HEADER INTO PAN BOTTOM
~ 1 1/4' MIN. EMBEDMENT INTO CONC.
1 1/2' MIN. EMBEDMENT INTO WOOD
* REPLACE ALL DETERIORA nNG
1+000: W/ FASCIA SECURED
TO RAFTER (TRUSS) TAILS
A4 VI D NDRRI S EHGJ ICERI NG
DeSIGNED TO '97 STANDARD IUILDIHG CODe
PeR CHAPT. J ~6 TOR J J 0 HPH VI HD
Pg, 1 - D
EX,.IRCS ArTER rE~ J. 'OJ
· POST L[NGTHS AND SPACING FOR WALLS ~~~PRc;slvi):tLgr:163 T6
SUPPOR T J NG SOL J D ROOFS (1 p' SPAN+ 1 ' O(H) 11 or.,.
NOHI HAL SCRCCHCD VALLS Sa.1 D VALLS SCCTION (8~") ~9:;) lJ 0::) I ~)(J~J'~(J ~2~ f
POST )( r/ .~44'
slle VALL 'AT. "~T. 2424 1856 1466 1188 825 606 464
H(/ GHT POST SPACING POST SPACING "x OX :)(~931
7' "-" I' -10' 'AT 4280 3277 P!rR9 1'097 1456 1070 819
t' xl' )(0. 044' " 4'-0' 1'- 0' ")( OX r~.fl..~1
/')(3')(. 05()' DR 7' ".-0' 4'-0' PAt T. 3040 1232' 1'39 1490 1034 760 582
t' 1 t' ~I (J) C " 6' -0' 3' -0' ;1" X OX . UTU' 3451 12642 2088 J 691 IJ 74 863 661
9' "-0' #'-4' PAT r )(To
11t'1! 1/1'1. O~O' 10' 4' -0' 1'-0' i~~ X 'l:~6U . 3948 2221
I.Q 6527 4997 31 98 J 632 1249
/')(3')(.070' OR 7' " -7' ;1' )( x. u ~;r
t' 1 t' YI W C " 4'-" ,., C 9708 7433 5873 47 7 3303 2427 J858
" 3'-3'
11t'l2 /11'1. OU' 10' I' -" '2836 19828 7765 4368 320' 2457
7' b' 6'-"
" , 4' -7' I
1')(J')(O. DU' " , 3'-7' 10' DI A.
10' , 3' -1' ~posr
7' "-3' , rc/
" 7'-0' eXI sr. GRAN
r )(J' xO. DgJ' " :S'-:s' ...
10' 4' -I'
7' 1 I' -0'
" " -0' .<:1
I' x3' xO. 1/$' " 7' -0'
10' 6'-0' c>W>AcreD
2:S00 PSI CONe. <:I FU
· 2 DIHCNSIONAL LOADING - COHIINCD AXIAL (ROOF) ,
BeNDING (VIND) LOADING. FOR CACH ADDI TlON.4L FOOT
OF ROOF SPAN (OR OVCRHANG) > 13' RCDUCC POST .4
SPACI NG IY ax DR FOR CACH FOOT OF ROOF SPAN H-024 '
(DR OVCRHANG) ( 13', INCRCASC posr SPACING IY 8)(,
4
3/8' DIA. RCIAR
6' La. rHRU
posr
> . 4 11 ~ 4
. . . L..-..,
-a J 2' DI A.
". .. . . '"
\II . . ... . .
\II . . . .
.. . , POST FOOTING DeTA! L
~ ~ : .. . .~ ....
~ " 4: .. N. r. S.
" . "
, .... NarD TH~ ABOV~ D~SIGN WILL
Cl)
.. , CARRY A CONTRI BUTARY
J ~ " RCIAR CONr. LOAD OFI 50 S. FJ
8' HI N. J 00 S. F. FOR H=30',
AND J 50 S. F. FOR H=36'
THK' ND SLAB CDGC 'BCTAI L
N. T. S.
DAVID NORRIS CNGINCCRING
DeSiGNeD TO '97 SrANDARD IUILDING CODe
pCR CHAP r. 1606 FOR JJO HPH VIND Pg. 1 -C
CXpIRCS.I4FTCR FCI. 1, '01
(OPT.) 6' STep rASCIA VI' I/O X /'
I J6' a C. {R
2' x 2' x O. 040
STlrrCNER
NOTe, rOR OUTSI DC SPANS >
use 2')(3' (YCRT.)
OR 6' STCP rAselA
V. HEAD
ROOF PAN
, X J' x 2' x O. 060'
INGLe CLIP VI' (2)
1/ 0 X '/1' V. HEAD
iHS. eACH VA Y.
TYP, SCCTION DCTAILS
'" T. S.
I X ALUH. COI..
(J) 1/4' DJA. X 2 //4' CONe.
~ TAPCOH I 14' a C.
~j X 2 ALUH.
lAse Pl.A Te
/' X /' X / // 6' X I'
/ALlM CLIP VI' (2) '/0.
X 1/2' TCK SCReVS IN
CA. DJRCCTlai
NOTe/
AT CORNeRS use (J) //4' DIA.
X I //4' (A. DIR. I
4' (HoU.) rROH CORNeR.
.~ .:. : :: ~ :; ;. ~'. :~ ~ ~ " :" ."
" ...
#. .
I .. ..
...."
. ..
SL.OP' HINo J/4,/rT.
(I) 1/4' Dr... sn..
THN n rs aY1'. )
I X ALIM IeAH
, X , AL(AI( ca..
HOTe/ rHC ICLOV /)Csr GHS III LL CNtRY A ct:WTIII MJTARY
LGU " 1:s4 So r. - HeV ." x I' rTG. (/0# s. r, - CXJ sr. 4' $LAJ)
ALL.H IAS( INSaT VI' (2) 1/4' DJA. X I 1/11 TAPCOIS
, (I) 1/4' DJA. THN nTS
(S
I' X I' X 1/1' ALL.H ANGLC III' (I) / /4' DI A. X I / I'of' T~
eA. SI/)C" co.. /JHH III' (I) 1/4' DI A. THRfJ n TS
Qfl
, I /1' X I 1/1' X 1/1' RCCeYI H<1 awKL
VI' (I) I/of' DJA. X 11/4' TN"aJHS' (I) //of'(I THN IOLTS
QIl
ALL " THC 10M3 lie Ho4Y Ie ctNCCTeD TO VOOD HCA/)c1I
IT SUMrr rvrrNtJ (4) '10 S. H. So (I' HlH. CIUEDJ rOR rAI'COHs.
..:;- :,'i. . :,'. ..,. .,. .... ".~'~"'~''''' : ....1t j /2'
.".,;:'".:~.:~J:,;,~~'>:~_r" )
eXI srI NG 4' CONC. SLAI 11/ NO CRACKS II/THI N 30' 01' POST
QfI HeV THI<' ND I' X I' HDNO rOOTI H(j V/ (J) " CONT:
QB VOOD DCCK V/ DIL. 2 X , aIm) PCRI HCTeR fCADCR
/iIJ1E
see DETAIL JeLOV
IlHEN HOST STRUCTURC IS HASDNARY
, lOX '/8' II. HeAD SHS
THRU Roar PAN RI SCR ON
/ I' CCNTCR INTO STI rrCNER
AT CACH CND or Roar.
I' )( I' POS T $HJIIN
4-'10 )( I' S. H. So
Kif /'Osr INro
IHrcftJOR $(;MV SI'UHCS
/' X I' OPCN IACX
rr !'LA TT
(I) //4'(1 X 2 1/4'
CONC. A. I. {R rAPCOH
I 24' a C.
KI CKPLA TC OR CA.r.w.4 SKI N (HJ No O. 01 9' )
ATT!.CfCD V/ POP RI vcrs ~ 110 X 1/2'
S. H. S. I /6' C. C.
cxrRUllCD HCAJ)CR III' 1/4'"
)( I 1/4' TAI'COoiS' I'
a C. SrA(j(jCKD
I
~
I
PANS
~
HASONARY / HCADCR
A TTACHHCNT DC Tit I L
No T. S
POST CONNECTIONS
(CARPORTS / OI-CN I'ATIO) ..
.DA VI D HORRI S CNGI HeCRI NG
DCSI GNCD TO '97 STANDARD JUlLDI NG CDDC
PCR ClWT. /606 rOR I I 0 HPH VI ~
Pg, j-F
No T. S.
ex,.1 RCS ArTeR
rCl. /, '0/
GR'D
MOOO STLID
MOOO srvo
P. T. PU. rr
P. T. PLA rr
z"
T(""H.)
WOOD CONSTRUCTION - REQ'D SOIL SEPARA TION
N. T.S.
2' 0" IIIIN IIIIN. 2$()() PSI CONCRcrr WTH IXI-IOXIO w'*III.
~c $L~ OR F'WRItICSH ('TYPICAL)
I ' I. '. '. 4~ ~X~~~N~ SLAB J
_""'J,, .....(..'1
4: .. .... ,....... ..'
ItA T $LOH / NO rooTlHO
I" X I" W/ (1) /6 CONT.
I",In. - ~',In.
12' X I' W/ (I) /6 CONT.
~';n: - ,';n:
FOOTING DETAILS ADDRESSING EROSION
N.T.s.
DA VI D NORRI S CNGI NECRI NG
DCSI GNCD TO ' 'Jl STANDARD RU/LDl NG CODe
NIf Cl-WT. 1601 rlJR 110 HPH III ND
Pg. )-
SH~~T
No.
CXPIRES ArTCR rc6. I, '01
REV/SED 3-1
-~
I 00
MASTER PLANS - 110 MPH WIND REGIONS
ALUMINUM PA nos, CARPORTS, SCREEN ROOMS, POOL ENCLOSURES & DETAILS
1
seCURE ALUMINU/J PANS TO raP PLA rE
or END WALL W/ /70 X I 1/2' s./J.S. 2
12' o.e (AND seCURE END WALL \oPT.
STUD ro HOST STRUCTURE W/ /70 X J'
. 12' o.e)
lU A'UIoI. PANS
110 X , 1/2' S.U.S.
D.C. INTO 2 X 4 PLATE:
5\.oPt:
\oliN.
\/~. ;fr.
8'
/.lAX.
OBL. 2',,4' raP PLA rE
(1) 2' X 4' (IF CONT.)
2',,4' IlOOO S7tlO
WALL 24' D.C.
$/1' nl/ MOOO SIDING OR
WNI1. OR ALUIJ. SIDING O\o€R 1/2' PL Yo W/ 1<1
. "/72' o.e EO<<$ / IH1'CRIJ.
It . J' D.C. ru It ALONG AU. HEAOCRS It PLA rES
(FOIf SHEAIt It UPUf'T) Itcpuas HURR. CUPS
J/8' 01,1,. CONC. A... 0If 1/4" TAPCOHS
. 24' O.c. (2' IJIN. EIJSCD.)
2',,4' P. T. IlOOO PLA rE
.', .'
rrc. ocrA/~
~( I-H
NEW OR EXlSnNG
4' 2$00 PSI CONC. SLAS
seE Fro. OCTAIL
PACC I-H
ROOF A TTACHMENT NOTES
FASTFNER TO 8E OETFRMINCO
8ASCO ON CONSTRucnON OF
HOST STRUCTURE
110 S.M.S. X I 1/2" 0 8"
O. C. IN TO WOOD
f)fi
(2) 110 0 16" O.C. INTO WALL STUDS
f)fi
(2) (70 X 2" 024" O.C. THRU
3/4 (MIN.) FASCIA INTO TRUSS OR
RAFTFR TAILS
f)fi
1/4" TAPCONS 08" O.C. STAGGEREO INTO CONC.
W/ 170 S.M.S. THRU REC. HEADER INTO PAN 80TTOM
1ifllL. I 1/4' MIN. EM8COMENT INTO CONC.
I 1/2" MIN. EM8COMENT INTO 1+000
* REPLACE ALL DETFRIORA nNG
WOOD: w/ FASCIA SECURED
TO RAFTFR (TRUSS) TAILS
OPTIONAL SHEARWALLS FOR:
-.
NOrE: ONLY SHEAR WALLS It LOAD BEARING
WALLS REOUIRE HURRICANE STRAPPING
HURRICANE CUP T. II .. OF CA. WALL ST1.JO
. 24' O.c. (IJAX.)
use SHEARWALI. STORM BRACE-X 1',1, TT'ERN
'MTH /J.H. STlfAPPIHG 11'/ (1) 1<1 . fA. S7tlO.
(OR)
use STORIJ BRAct: 1/8' THER/JOPL r It NAILED
PER IJFG.. SPEC'.. 11'/ HURR. CLIPS PfR ABOYE'
seCURE ALU/JINUM PANS TO TOP PU TE:
OF END WALL (AND fNO WALL \o€RnCAL
ro HOST STRUC7tlRE) 11'/ flO X 2' S.u.s
. 24' D.C.
J' STRUC7tlRAL ALU/J.
ROOF SYSrEM (T"r'P.)
, --- BeAltl
ArrACHEO . TIdJ 11'/ CAPRI CLIP
OR CA~7t.E CUP (seE NOrES BeLOW)
2""2' POST (see CHART Pp. I-E)
IoIAX "-0' SPACING
RUN (OPnONAL - I' X 2' PURUN)
ALUIJINU/J OR
WNI1. KICXPLA rE
I" X 2" OPENSACK 11'/
1/4' OIA.. CONe A.B. 0 24' D.C. (UAX)
(I) A.B. . EA. POST (2' MIN. EMSCD. - T"r'P.)
OR 1/4" X J 1/4' TAPCON
.J ,. ...... '~.,...... · FOR WOOD OECK
l':~,~~~.:.';>\:'.'..l":' (SEE NOTE: BELOW)
I " J NEW OR EXISnNG
r---1 4' 2XXJ PSI CONC. SLAB
"/lIONO. FOO rER (T"r'P.)
1-/$ CONT (T"r'P.)
. , .
, ,"
- ""'~~.~
~
* FOR 1+000 DECK: USE 110 SCREW
X J" LG. (THRU It\?OO DECK INTO
8EAM OR HEADER) 0 24" O. C. MAX.)
USE (2) /10 X J" 0 EA. POST
CUP A TTACHMENT NOTES
CAPRI CLIP:
USE (2) L I" X I" X .060" W/ (2)
110 X J/4" TF:KS INTO eA. FACe
f)fi
CASTLe CLIP:
L 1 1/2" X 2 1/8" X .050" REC. CHANNeL
W/ (4) 110 X J/4" TFKS INTO 8EAM OR OPEN BACK
de' (2) 170 X J/4" TFK5 INTO EA. 5.1.1.8. OF COL.
THIS STRUCTURE HAS BEEN DESIGNeD IN
I<.CCORDI<.NCE 'MTH THe '97 STANDARD BLDG.
cooe 'M TH ALL Rn1S1ONS TO
CHAPT. 1606 FOR 110 MPH 'ttfND vnOCITY
rtA'D AFTER 2-1-0/
0,1, \10 NORRIS eNClNffRING
//2 COLEMAN RD.
'ttfNTER HA'vCN, Ft. JJ880 Pg. 2-[
(88J) 299-10+8
~
~.....----
S TRUC TURES DE TAILED IN THESE PLANS WERE DESIGNEO rY/ ,-'
CODE w/ALL REVISIONS TO CHAP 1606
7/80 MAX) 700 MPH WIND VEL OC! TY
I
V) I
l..J
......
Cl::
~
I
J
,
4' XI 6'
SPL/ T aRI CK
VALL
4'x}6' BRICK
SOLID SPLI TrAce
^<ORTAR BeTveeH
BRi CK AND aLOCK
8'X8'XI6' ceLL
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(86J) 299-10.48
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DA VID NORRIS ENGINEERING
ENGINEERS · LAND SURVEYORS . PLANNERS
PERMITTING . DRAFTING
112 COLEMAN ROAD
WINTER HA VEN, FLORIDA
(863)299-1048
3;3880
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THE 1997 STD. BLDG.
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