HomeMy WebLinkAbout94-4479
BUILDING PERMIT
Permit N.4?
CITY OF ZEPHYRHILLS
(813) 788-6611
4479 !3
1/ -;2/-- 9<j
Date
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
/U~~~
FINAL /2--/'5 --1 '
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordarce with City Codes and Ordinances.
Valuation or
Contract Price f?; g-'1.r. UU
Permit Fee
..
Signature
Company
Address
Telephone#
City License Registration # / f9 0
State Certified License#
a~ () iJAa-:><r
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr. lI-a3 - q 4 iLlL
Pre SLB "":)3-Q li- ~
Lintel
FRM.
Insul. CL
WL
~YfQ;1#f,~'"- t'Z -5:--il '1 ILL
Driveway 1""~-G4 G \J..f
L.oNLU1t.. ~~
/2-1-'-1t..1 BLL....
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
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 ($15,00) 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 PERKIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
//-ft-.rr.,
;-3 c::? /t /1
OWNER'S NAKE
EDEE
.
PHONE 'lKo1-d:J7L
k E.C K
,
OWNER'S ADDRESS _?7b3S" /licit/1ft- /t14r.
JOB ADDRESt09...J7h,JJS /VEtJ,&fL. !fv~.
ZEp)lYa. I:JfJ6f- fill)! P/I/?/\
I
LEGAL DESCRIP'l'ION: LOT(S)
BLOCK
SUBDIVISION
PARCEL LD.' ~-:J.6-;;(J-O/dD-CJt)LJOD-- 0/90 (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED: ~ew Construction ---..Addition --..Alteration ----.Repair _Install
_Sign
---1Iove
_Deaolish
PROPOSED USE: V;ing1e Faaily
-Jt/F _, of Units _M/H
_ec-ercial
_Indust. _Swia. Pool _Other
----.Restaurant & Health Departaent Approval
DESCRIPTION OF WOlUC: COtvCR.Lr~- s'n.E,b-b~/(1'14E- Sc.~, ~OM- /JLJ1~. R(!Jor
BUILDING SIZE: ::lIJX.)JX 'Ii/x/1. 7 '7~
Square Feet,~ ~o 'J . Height
RESIDENTIAL: A'nACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REOUESTED
~UlLDING
$
gg7f1.D 0
Valuation of Total Construction
_ELECTRICAL
AIIP Service
Florida Power Corp.
W.R.E.C.
---HECllAlilCAL
$
Valuation of Mechanical Installation
-PLUMBING GAS ROOFING
TYPE OF CONSTRUcnON: ~loclt ~raae _Steel
SPECIALTY '
f} LfA ()) · Other
FIBISBED FLOOR ELEVATIOliS:
FT.
IS PROJEct IN FLOOD ZONE AREA?
YES NO
......................................****
BUILDER
CONTRACTOR SECTION
~~ .... ". . . cdKPANY /1d /l~tfJ'1, '..
,~L State Cert. or Regist. I C~LO..s~bPO
_ _.~ -- City License Registration , / ~ ()
'******...*.**************.*.**....****.*** .
Signature
ELECTRICIAN
COMPANY
State Cert. or Regist. I
City License Registration I
.***.*....*..*...***.**.*..*......********
Sismature
PLUMBER
COMPANY
State Cert. or Regist. ,
City License Registration ,
...*.**.*.*..**.*********.****************
Signature
MECHANICAL
COMPANY
State Cert. or Regist. I
City License Registration f
....*...**.*********..*...****.**.********
Signature
OTHER COMPANY
State Cert. or Regist. I
Signature City License Registration I
.*..**.******************.***.*.**********
APPLICATI01"~~~~,c=~:;") J?7n-~ ~ ..,,).~.'.... '. .
. '\ .'~~I:~. - . ~~ ' ' :1 of' "):'~ '. ~.. ~:, .. "
~ .
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perlit laY be subject to 'deed restrictions1l which laY be lOre restrictive than City
regulations. The undersigned asSUle& responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they lilY 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 laY be
cited for a lisdeieanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requiruents lilY apply for the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813)
188-6611. .
FurtherlOre, if the owner bas hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
'Contractor Sections' of this application for wbich they will be responsible. If you, as the owner sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the wrk. If the contractor wishes you to sign
as contractor that lilY be an indication that be is not properly licensed and is not entitled to peraitting privileges in the
City of Zepbyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of 'Plorida's Construction Lien Law - lIOIeowner's Protection
Guide' prepared by the Plorida Departlent of Agriculture and COnsUler Affairs. If the applicant is SOleOne other than the
'owneru, I certify that I bave obtained a copy of the above described docUlH!llt and prolise in good faith to deliver it to the
"owner' prior to COll8DCeleDt. -
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, loning, and land developlent.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation bas cc.lenced prior to issuance of a perait and that all work will be perfoIled to leet standards of all laws
regulating construction, City codes, loning regulations, and land developll8llt regulations in the jurisdiction. I also
certify that I understand that the regulations of other gDveI1IIental agencies .y apply to the intended work, and that it is
IY responsibility to identify what actions I lUSt take to be in cOlpliance. Such agencies include but are not 11lited to:
t Departlent of EnvirODl8lltal Requlation - Cypress Baybeads, Wetland Areas and Envirolll8l1tally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water Hanag8leDt District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Xavigable Waterways
t Departlent of Health & Rehabilitative Services, EnvirODleDtal Health Unit - Wells, Wastewater IreatJent, Septic lanks
t US EnvirODJental Protection Agency - Asbestos abateleDt
I also certify that, if fill .terial is to be used in Plood ZOne 'A' or 'I,etc.', it is understood that a drainage plan
addressing a 'COIpensating volUle' will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to peIlit issuance. .
A perlit 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 petlit prevent the Building Official frOl thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every petlit issued shall beCOle invalid
unless the work authoriled by such peIlit is COIIeJlced within slllOntbs of issuance, or if work authoriled by the petlit is
suspended or abandoned for a period of sil aonths after the tile the work is COII8Ilced. One 90 day eltension of tile, laY be
allowed for the petlit with fee charge of $15.00. Tbe eltension shall be requested in writing to the Building Official. An
approved inspection lUSt be logged during each silaonth period, or the project will be considered abandoned.
WARXIXG TO OWNER: YOU LUIIi TO R;BCOIlp. I XOIICH OF COHHEJICBHINT HAY IliSUL! IX YOUR PIYIXG TWICE FOR IHPROVEHmS TO YOUR
PROPERTY. IF Y END "FI KG, SOL! WITH YOUR LEIIDER OR 111 lnoRIIBY BEFOIIi RECORDING YOUR NOIICE OF
COHMEJI JOBS X V LUB DO X XEED TO RECORD AND POS! A .NOIICE OF COHHDCKIlEN!I.
~J-
SIGNAl: IRA R
STATE OF FLORIDA
COUNTY OF fA S CO
The foregoing instrument was acknowledged
before me this MotkuAal /'" 19~ by
'--
My DAAJJPl-'
who is personally known to me or ~g has
predl1cad
8S id9D+;fic~ and who 8*i/did not
take an oath.~~~
(Sigyature)
KA77.J I ~ J ...J: ..15'b-WAI
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
STATE OF FLORIDA
COUNTY OF "P As c (')
The foregoing instrument was acknowledged
before me this )1o';Of~t::. 1'1, 19~ by
.
A /-heY<. T "SI h /l{ "-
who is personally known to me or tlIl88 Bas
predueed
as i dentifieatiea and who ..-e,'did not
take an oath~~~!). ~~
(Signature) t/
leA", /1 u:.--z=:- Ai J. ER-tJ-vJ I\J
(Name Typed,' Printed or Stamped)
NOTARY PUBLIC
i\
KATHLEEN J. BROWN
State of Florida
.. Oomm, Exp. April 2, 1995
, CC 085617
FRU/T A.~D SIDE BOTTOM RAILS rt~~
HlAO'[J 10CONCROE 'M111\liN. ~
1/4' x 2 1/4' !.IASCNRY 0010< SET ~' . . .
@ 6' FROY EACH POST AND 24' D.C. .,.
!.lAX. A.~O WALLS A \l:N. Of I' .
FROII EDGE Of CONCRE It
3 - 1/4' x 4' LAG BCtTS -~l
M111 , 1/4' FENDER WASHERS _
PER 4' PANEL ACROSS THE .
FRONT AND 24' ON CENTER _
ALC~G !liE SiCES (~ALK ON)~
2' x 2', 2' x 3' ~
HCtLO'N S<I SPAN
T ABLE HEADER 1_.....
CHAIR RAIL AND ~
KIO< PlA It
2' x 2' x 0044' -~
HCtLO'/{ RAIL -e: ~ L :
POST ATTACHO 10 :Jonoy /',.,"
v.\111 I.IIN. 2 110 x , 1/2' . . . . . .
,N SCRE'/{ BOSSiS . '.'.'. < . '
, , .
1/4' x 2 1/4' MASONRY ANCHOR
AT 6' FROM EACH POST AND
24' DC. !.IAX!iJVM
EDC( BLA.il ------
I' x 2' x DOH' OPE'/ BAD< Al1ACHED
TO FRU/T POST 'itl111 110 x 2' S!.lS I.IAX.
6' FROM EACH P\JRLi'/ AND 24' DC.
FRONT 'NALL PlJRUN -
'MNoo'lI FRAI.IING CAN ATTACH /'"
DlRECT1. Y TO HEADER
CCNY! N TiU/ AL F RA.lliNG CR
AL~!.Ii~<U\" CO'l1:R S'r'SlIM
SHEETiNG B0111 SlOES
GlASS 'iI1l1oo',v iNSTALLED
PER !.IANVf AC11JRERS
SPEClFlCA nCNS
ALUMINVl.l SHEETING OR
VlN'11..
~-
....
SlOE WALL HOGER ATTACHED TO
l' x 2' x 0.044' OR BETlIR 'Mfri
MiN. 2 110 x I' SMS
SIDE WALL PlJRLiNS ATTACHED TO
l' x 2' x DOH' OPEN BACK
'M111 I.IIN. 2 110 x 1 '/2' SMS
iN SCRE'I( BOSSi S
3 - " f 0 S.lS INTO SCRE'/{ SlOTS
2'x___ EXTR~SiON PER SPA.'4 TABLE
I / MiN. 3 1/2' CONe. SlAB '/{/ 5,5
10/10 'I(./{!.f. OR FlOCR iJESH
ANCHeR ,',2',OOH' PlAit
TO CONC. '/(/1/4',2 '/2'
CONC. ANCHORS 'M !liiN 6'
Of EA. SiDE Of EA. POST
@ 24' D.C. MAXiM\Jil
V APOR BARRIER
TYPICAL CORNE~ DETAIL
POST TO BASE AND
POST TO BEAM DETAil
2',2'II/S' A.NQE EACH
SiDE ATTACH TO POST
AND CCNCRETE TO POS T
A.~O I'LA Tt \\II'M 2 I' OX
1/2' CQRROSJCN RESlsmr:
'~ASHER HEADED SCRE'..s
;" x 2' EXTRUSION
2500 PSI CONCRE It
. \iN. 'II/ 5,6 '/I.U.
OIl FIBER MESH CONe.
2' . ___
SEE TABLE 2
Al TtRNA TE CONC.
A~C.xJR LOCATION
1 1/8' MiN. IN \
CONCRETt
~_ t
~
:tJ ---- ~
AlUIJi'iIJY CO'l1:R OR
J' S TRUC TURAL 'iNSULA TED
ALUMiNt:1.l
HEADER A TT A04ED TO POST
\\IfH \lIN. 2 110 . 1 1/2'
IN SCRE'II BOS5[S
NOTE; NO FOOTING PEQCiRED EXCEPT
'/MEN ADDRESSING EROSiON
AL TERNA TE POST TO BEAM
AND PLATE TO CONCRETE DETAIL
2' x 2', 2' . J' CR 3' x 2'
HCUCIf SiE SPAN TABLES
Cl-IA:R RAIL ATIW,E:) TO POSTS
'M fH I.IIN. 2 110 x 1/2' SMS
IN SCRE'/I BOSSiS
NOTE: "I(" 1$ THE ROOf" SPAN ClEAK DiSTA.NCE FROM
RECEiViNG CHAN'<EL TO FACE Of"3EAM.
-i--
l' x 2' . OOH' OPE'I BAC!<
BOTTO!.f RAIL
P AN OR COMPOSl iE P ANn S. uS{ CORROSJC~
RESismr: SCRE'..s. PA.NS ANCHORED '!III'M #10
x 1/2' @ 3/ PAN ,NTO RECEI'11NG CHANNEL AND
1 110 x 1/2' @ RIDGE CAP CONNECTION TO
RECEiViNG CHAN~jEl. COIJPOS/TE PANELS VSi
1/4' x (t+1/2') LAG SCRE'..s 'MT'H 1/4' WASHERS
r;~ROOGH RECElv1NG CHANNEL FRO!.f TOP.
CAULK ALL CU/NECTIONS.
TYPICAL UPRIGH T DETAiL
HOST
S TRUC TiJR\..
OR FAC1A
------
EXTRUO(D OR BREAK\iETAl
HEADER 0032' I.IN.
~
~
FASTENER DETERMiNED
BASiD ON CCNS TRuC nON
Of HOST STRUCTURE
CONNECTION TO HOST STRUCTURE
NOTE: CONTRACTOR SHALL PROViDE \1RlflCA nON TriA T THE HOST STRUCTURE IS STRUCTURAllY
COMPARABLE TO THE STRUCT1JRE SHO'llN. (M08IlE HOME OR CON\1NTiONAl CONSTRUCTION)
l 3 1/2' CONCRETE SlAB 6 x 5
ALUIJiNlJl.l ATTACH\lENT \ 'If.'/IJ. OR FIBER !.4E~ CCNCReE
1 ' . · · · ~ 31/" ''"
V\SOOENE VAPOR BARRIER UNDER SlABS
HA',iNG STRUCTURES ABO~~
SOliD ROOf
18 x 1/2' SMS 16' OC.
IN ALU\iIN\J'-l SHEE TiNG
VA.RIES
TYPICAL SECTION GLASS ROOM
3'
Lt-
~
'lIEU CCMPACTED CtEA.N FU O\1:R SACRIFlUO
sA TURAl ~L 90~ RELA TI'I1: DENSITY
CONCRETt FllUD BlOO< SlIlJ 'NALL (8.8.15 CW)
1. INSTALL RIGlO FOAl.l t.~SlJLATION iNTO ALUVIMJl.l ROOf PA.'4
2. CO'l1:R INSULATIQNMI'M 0.019' PROTtCTOR PA.NEL 'M111 O\!RlAPPiNG 5[AI.IS
3. iNSULATION PA.NtL 5r'All BE ClOst:D '!\Ifri A1UMiNlJ';( END CAP TO SW..:RE INSULATlC+l ptACEiJE~T A.ND
TO DISCOURAGE THE NESTiNG Of 'MLDUFE AND OR INSiCTS
4. PROlICTOR PANEL '!IIlL BE 5W..:RED BY 18 . 5/8' COORO'5JCN RESism~ '/lASHER HEADED SCRE..s
5. SCPi.'I( PAllIRN SHALL BE 12' CN ALL PERIMETtRS ANO 24' O.C. fiELD ON EACH PA.~EL
6. AlU!.IINW END CAP 'MLL BE ATTACH[O 'MTH 3 13 x 1/2' CO<ROSJCN RESiST"! 'liASl1ER HEAD[D SCRE'..s
7. SiAl ALL SCRE'II HEADS 'M T'H CAULKiNG
NOlES:
5' . 12' CU/CRETE FOOTING \\IfH , 15 CONTINUOOS
LOCATt ON UNDISTURBED ~AT1JRAl ~L
'IS \~RTICAL AT CORNERS A.~D 10'-0' D.C.
RAISED PATIO FOOTiNG
'/1/2
w 2
AlUM,NlJil P A.N
~~
NOlIS; A.IJCHCR I' x 2" Of'EN BA~
TAPCON 025' x 2' LE~I'M MAX,
or 2'-0' Oc. A.'lCHOR TO WALL
'!\IiH I 1/2' #'0 SVS YHrl
'/lASHERS 2'-0' O.C. SPACiNG
A.'iCHOR BEAil AND Ca.U"'N KNEE
BEA'A 'tilTH ANCHOR CliPS AND
110 SCREWS AND .NASHERS.
Vi.'4. SlAB TrilCKNESS fOR SlAB
ON GRADE oJ 1/2' CONCRETt.
2' x 3_ BEA.1,f A.'lO CClJ.JMNS !.lAX.
COLVilNS VAX. CCtIJM:-I SPACING
st:E TABlES
" x 2' x OC40'
~ TO SHEeT FRCN T 'NAU8EAM
~ FROM TABLE Us{ LARGER 'l'
W VALUE Of '11/2 OR W/2+0.H.
'W' VARIES
~
2" x _.3 _ BEAM S{E TABlE 4
O\1:RHANG VAR:ES
2' -0' !.lAX. -,f.
3 1/2' SlAB
0'4 GRADE OR \
RAlS{D FOOTiNG
-t
'L' ,,((
MAX. BEAU !.lAX." x 2'
SPA.~ VPRIGHT \ I
TABLE LENGrH -t-
VARIES NO MAX. (ElEV. SLAB OR ON GRADE)
rrt'ICAl GLASS ROOl.l 'III n-l SOLiD ROOf. TYPICAL FR~ T ~E'II FRA.~NG
. (HEIGHT or UPRIGHT IS MEASURED FROY TOP Of " x 2' PLATt TO BOTTOM Of WALL BEA\j)
. 'H'
Mi". 2' . 2' xOOH'
(TYPICAL)
TYPICAL SCREEN AND GLASS ROOM
i'"" t
\lAX. 'Morri 53' VAR:ES
ROUGH OPENiNG
" .,. =F
/ SetID CO\1:R
SHEHNG BOTH SIDES
, 1/2' . 2'
SlAB 3 1/2' MIN. ~
(SiE DETAil)
TYPICAL SCREEN A~D GLASS ROOM
NO:;:: THE HeST STRUCNRr WST 8( CAPABlE Of SlJPl'ORnNC ~( ALU\jINUII STINCT1JRr TO BE: ATIACi'tD TO 11'( HOST STWCT1JRr. c{NER,IU Y M
CCt<OITlON Of mE EXISTI14C STRUCT1..:Rr1\1LL INDICATE mE STRVCNR!:S CAPA!l1UfY. 11<( FCUC\\INC CCNCHIWS;\lOST STRUCT1..:RES ARE CAP.IBl!
Of SUPPORTlNC M ALU\lINI.!II STRUCT1..:Rr TO OC ATTAO<€O;
1. \jASWRY WALLS, 2', 4' fR/J.l( CCNSTWCTlON WAllS, rR!: ENGINEERED .IIOC(J TRUSSl:S '11/ A 2'. 0' $lIB fAOA .'-NO A TRUSS ,O\t:RHA.NC Of uP
104', AND/CR AlHO'liENT Of 11;E ALL'\4INI..'Il STRVCT1..:Rr 11<R(lJCl1 11'( I' FAOA TO mE TRUSS BUT1S '11/ A IWJV\CII Of 4 TKlJSS CVt:RH'-NC.
2. \jC€lLE HCIIES \j....NFACT1JRED Af1tR 1984 .'-NO BUilT TO 11;( 198. HUD Sl"NCAROS Il\<[Rr 11;( ANCHORS ARt I!'lTO 11<( TRUSS suns.
1 CONOITlCNS NOT COVt:REO AOO\{ ~AlL 8( RE'~E'Iot:D BY 11<( ENGlNHR TO DEI1RloIlNE 11<( HOST STRUCT1..:Rr .lD(CXJ~CY.
4. AlL TRUSS SYSI1\,1S SHALL HAVt: A ~A~l.I~\A SPACNC Of 24' O.c.
5. \jC€U HQl;(S NOT CCNflY.l.lt'lC TO 11;E STA.'<OI>RDS AOO\{ SHALL HAVt: A sar S1.IPPClH,NC fAllE .lDJArotT TO 11;E loi08lLE H()l;E l!'l U(U Of
!.Ii". 2500 PSI CONC. 'MTti 6 x 5 WELDED \\IRE
NOTE: FIBER l.iESH CONCRETt DctS
NOT RW.!IRE 'MRE I.lESH
FlA T SlCPE I NO FOOTING
o - 2'/12'
!.lOOERA T( stOP( FOOTiNG
2' /12' - " - 10'
SLAB DETAILS ADDRESSING EROSION
STEEP SLOP( FOOTING
> ,. - 10'
12' ?ANS OR CONTINVCtiS CO'l1:R
~ 18 x 5/S' CORROSION
RESiSTI'I1: WASHER
HEADED SCRE'..s
9 4 .. \) 0 0 6 ?1
. ',1 ,0 :.
, "l'. \ I""'. . '~'<--:.'
TYPICAL PANEL
IJEETS ll-le Rro.J1~ 1
tF CHAPTEP 12lJ5 S80 1991 m
CArt REYI':'.lWS CH
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NOTI: CONTRACTOR SHALL PROV1DE \~RinCATION T'r1AT TI-iE HOST STRUCTURE 1$ STRUCTURALLY
COMPARABLE TO THE STRUCTURE SHC'r,N, (IJOBllE HOME OR CON\lNTlCNAl CONSTRUCTION)
110. ('t'+1 1/2") 'MTH
11/4' WASl1ER i) 4' OC M:,~.
3 110xl 1/2' Sl.lS PER PMI PA~:EL
'MT:1 3/4' WASHER OR
3 110., 1/2' 'HASl1ER HEADED SCR€,,~
UPUFT STRAPPiNG EACH SRID
0.0425'.1 1/.' MOBILE HOME STRAPPI~jG
NAILED 'M TH led COMl.lQN 3 PER SiDE
OR led GUN NAILS 3 PER SiDE
STRAP Sl1ALl BE 5' EACH SlOE A,NO
CON TlNUOUS O~R THE S!VO
HOST
STRUC!VRE
OR F AClA
~/
~:=o
-------
FASTENER DETtRl.lINED
BASED ON CONS TRue nON
Of HOS T S TRUC TU RE
CONNECTlON TO HOST STRUCTlJRE
AN~CR '/Hi HEAOER O1AJiNEL
'2'.___'
ct:NTER Pi.;RUN
SEA,Y SELECT 't'
FRQ<.j T ABtE 2
PA.1l OR COMPOSITE PANns. uSE: CORROSION
RESlsn~ SCR€,IIS. PA."S A.~CHCRED 'IIITH /10
I 1/2" \) 3/ PAN INTO REC8'11NG CHA'iNEL A~ID
1 1'0 I 1/2" i) RIOC.f: CAP CONNECTION TO
RECEIV1NG CHA.'lNEL CCI.IPOSTt PA.NElS USE
1/.' I (t+l/2'> LAG SCRE'~<j ./.trrt 1/4' WAS<<ERS
THROOC<l REC[JWIG O1AN"El FRO'" TeP.
CAULK ALL CONNECTIONS.
...........
AL T'ERNA T'E:
'IKXXJ FRA),jE Sl1ED I'llTH 2"<4"
PRESSlJRE !REA T'ED PINE
ptA TE A.NC',.,OR TO CONCRETE
I'llti 1/.' CONCRETE
FASTENERS 4'-0' O.C.
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TABLE 2
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TABLE 2
t:
~
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'\
EXTRUDEO OR BREAKI,/ET AL
HEADER 0032' MiN.
_ -- ~~~}~~_'~~T'
HEADER p~fi
jA.NCl-ICRED I
CONORE T[ -5
IDHAIL m
RWJi.:<O
FRCNTNALL 8EA.1,I SELECT
L FRCIl TABLE 2
FRO'..T 'HALL SEA\l smOT
L FReY TABLE 2
S;.,AOiNG Ti?E II OENOTES
iNTERIOR POST !,(AX, ROOf" AREA
xE TABLE 4
Sl1ADIN G WE I
SEE T ABtE 4
Sl1AO!'iG Ti1'E 1 OENOTES
EXltRIOR PCST ROOf" A.'EA
SEE TABlE 4
s:.,ADING Ti1'E II
SEE TABLE 4
'N t.l
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iN
'11/2 ~
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DOUBLE CARPORT 'I"IHHOUT CENTER POST
3" REW'<\NG CHA,',~.H
ANCHORS I'llTH 3 EACH
18 SMS PER FOO T
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/ BU.\l-iE SiMPLE SPA.N
TABLE 2
DETAil
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2" x __ MID SPAN
/ BUl./ SEE S:MPLE SP AN
T ASlE 2
3" x 3' . 0.06' POST
D'r'iA Bct T
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'II/ NAIL PAmRN. ptY"iIQOO TO S!VOS led CCM\lON 5' 0 C. i) EDCE
AND 12' DC. r:ELD. V.I1ERE 3/16. STR1JCfJRAL rHE?IlAL PLY SiDING
IS US(D FRAMiNG Sl1Al.l S( IS' O,C. '/1/1 1/2' ROCfi'iG NAilS 9
3' 0,", EDCE AND 12' 0 C. FiELD
NOT!:: M: HOST SrROC'1JR( UUST S( CAPAatE Cf Stif'l'I)'lTINO n<( AL~\I:~<\:\I 5;?-\JCTUR!: TO BE ATTACl<tD TO n<( HOST 5T?'JC1tR!:. Gl:~.(RAU Y 11'(
COM)tTI~ Cf 1l1E E'()SHNC 5TROC11JR!: "'tlINOICATt 1l1( S;?-\JC11JRES CAi'ABIUTY 1r<E FeuO'M'JO CGNQ(TICNSj\'OST S;?-\JCTiJR!:S ~ CAPABtE
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4. ALL ffi'VSS SYS1tilS SH.lLL HA',{ A ilAX:M.:iI SPAQlC Cf 24' OC.
S. UOOlE HCIJl:S NOT CQI1FOP":NC 10 M: STIINCAR()S A8C',{ SH.AU HA',! A ,,(IJ SlJPPCR~NO F.\,\I( AO,AC!:NT TO f~ ilC€lt.E HC"'E :N l,tv Ci
CQNNECT:NC TO rH( ilOOItE.
UPLIFT STRAPPING DE T AII_
POST TO BASE AND
POST TO BEAM DETAIL
SEE CCtiNEcno~ DEl AIL
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/ SELECT P~~ FOR RWJ:RED SPA,N FiRE EXlT 'III.NOO/l
2"x.' llJ~SER TOP PlATE / O~RHA.,",G VARIES @,
Sl1ED IS FRAMED WAll 8'.,2' unllTY
ATTilCHED TO HOST wITH Ro:1' ABOVE Sl1ED 2' . .' 2" . fRON T WALL SEAll @~
.
STRUCfJRE w 2'-0" OC. SELECT l FRQ<.j TABLE 2 f
w 3 NOTE: w ~
3 FOR FRON T BEA\l :l: " cr OOOR
2",t.0.044" AlUI.I, OR ~ 1. ANCHOR PANS TO HEADE~ CHANNEL '/1/ i? '. g
:l: USE l'='H/2+0,H, ::l N U US[ 't' = W/2 + D,H.
w 2"x.' ~ 24' O.C. lUMSER 8 ~ J ,'0 I 1/1' 'H/ 'liASHE,t ~ "! ~
--J '" 2. ANCHOR PA'lS TO ROOf BEAMS wi
(3 STRtJCTURAl GRADE :]i 0 '" .'If'
::I l.> i? :} 1'0 I 1/2" '/1/ WASHER. .... ~~ ...
rr'ER\l AL PLY 'III ~ SIDING z '" '" VAHIES
l.> '" J. ANCHOR PLATE TO CONCREn: FlOOR '/1/ 0
z '" . :l: ....g
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>< 5.5-10/10 '/(/(!J / P T PLA T'E OR CONeRE n: N 4. SIIJDS TO SE ~ 15" O,C. 3" EO(,(S '" J-
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w
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1'..' PTP PI.A TE UPliFT S!RAPPi~;G OETAll (SEE TABLE) HGT,=12' FOR 120 l.lPH ~ ~!
'/1/ 3/6\4 1/2" 'MND ~LOOTY
CmlC. ANCHORS J 1/2' "iN. CONCRETE (SEE DETAJtS)
UTILITY SHED AND CARPORT WALL SECTION SECTION THROUGH UTILITY ROOM SINGLE CARPORT
w
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'"
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~ CARRIER S[A\l /
i:j f.3" POST /'
::c
y
l=r
SPACE !.lAX.
T A8LE4- ...--'"
2500 PSI CONCRE n: 'H /
6.5 v.nOED 'MRE MESH
O'.tR VAPOR BARRiER
2500 PSl CONCREn: 'M~1
6.5 v..nOED 'MRE f.JESH
Q'.tR v APCR BARRIER
SPACE \lAX. __
1
~1
J 1/2" CCt-lCRE T'E SlAB
3 1/2" CONCRETt stAB
j
I
/
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j
VA,~!ES
VAR1~S
SECTION THROUGH CARPORT
SECTION THROUGH CARPORT
3'.3" flUTED POST
'MlAPPED 'II/ FELT PAPER
3/!!' <3 '/2" Bct T
BO LB. 2500 PSI
CONCRE TE PRE\llX
3".3" BASE
2.'
,L
3 1/2"
IJ
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t-
ALUMINUI~ CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
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ISOLA TED Foom~G
!..ll~. 2500 PSI CONe. '/tlrrl 6 I 6 '~nOEO 'MR(
~O;E: FioER f.JESH CONCRETE DO€S
NOT REQlJIRE li1RE MESl1
FlA T stOPE / NO FOOTING
o - 2"/12"
94-u0004
!.IOOERA TE Sl.1YE FOOTiNG
2"/12' - " - 10'
ST'EE? stOPE Foof.NG
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C;CEETS mE REOOIFiEMEN
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S
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SLAB DETAILS ADDRESSING EROSION
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pm 9ZE fat P~ ~.~ U~ " "'11/2 ~ Q.H." ~ ~~ .
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100 lS'H 1. Lc,lC \.'- 3" 14'- S" \.'-~" 15'- S"
110 ~ 1. LCJ.D It- 11" 13"- I~ 13'- 6" 14'- 2"
120 !af'H:t LOJoD 11'- II" It- I" It- S" 13'- J
1O"x 12":( a.0...'2" __
100 l.FH 't. LCJ.O 16" - S" IS' - a-
110 l.lPH 1. LCAD IS'- 0" IS' - 2"
120 ~ 'I.. LQ.'-D 13'- 10" 13'. lI"
UANUf'ACllJRffiS PRCf'RI(TAAY 9,JWUES
LC1D roo Th..~
'tiel() 'wUOOTY LOADS CV,D + U\€ LO~S
T.I8...E 1: ~'W RfX( ~ k'OS fOR 1lI1l: P...o.n ~TS tiC. (1t
S rRlXn..m. P A...us. ,./C.
Alu",m.:~ ~OSITE PANElS ST......"Ni'l) P"''ll 'II / "j..l!~t: ~ T11iNG
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100 Yr"!i 'If. L 14'- r 14'. ~ IS". ," IS'. 9"
110 lJPH 'II. L 13"-." IS. 5" ,$- II" 14'- r
120 !.iPH 'II. L It-." It- S" It- II" IJ'- 8"
J"x 0.024"
100 l.lf'H1I. L
110 !./PHil. L
'20~ 'II. L
3"x 0.03l'__
100 !df'H W. L
11 0 \JPH 'II. L
120 '.IF'HII. L
CUSS ROOIS
HOST STR\JCT1JF! 100 ~PH 110:.FH 12'0"'" 'l2It:1 321/;[ 57//Sf
I. CCtl(1<[i! 1/4"IH/~ caml( sm:YS . 12" o.c.------>2 ~ I' o~c.
2. 'hXJ FR,AJ,;( 1/4"l2" lAG so;t'lS t 6" 0.c.------------>2 ~ 1 a.c.
smrN, WfTt, 00 ~TS
HOST STRUCT1JR( 100 \/PH 110 ~ 120:s>H nll:t 321/:F 571/SF
1. CCN<:1i!l( 1/."1'-1/8" romrr SO;{"~ t 12" 0.c.------>2 .,,. a.C.
2. 'ijQ(:() FR,Aj,j( 1/."r2" 1.t,G so;t'~ ~ ll' 0.c.----------->2 ~ " O.c.
Norrs: 'itXX) SffiUCfU<tS SUtD C(NI(CT TO TRIJSS BUrrs ~ TIiE m FAOA
~ 'iI6! POSSaE (N.'\' 1~ ($ SCR(MS c,l.N 8( I)jT~O€ J1.1(
TRIJSS 8fJmjSl.e fACA .lW T11CSC: Ai<.'US S1ALL HA~! DOOM ,J..\40lCRS
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S?~ BY 20.t OOJdPtE; 10"X In 0.020" V NO O,li SPA." 11'- J"x
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lS'- -r
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If- ."
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2'0'- r
13'- 10"
If- 5"
7!J. 't
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21' - 6"
19" - 10"
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110 ~ 'I, LON) 14'- 10" 14'- II" I~'- 3" I~'- 10"
120 l.SlH .... LOAD 13'- I'" 14'- I" 14'- 5" 15'- 0"
2.n 12"X a.m_
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2.S"X In 0.0J0
100 ~ t. lQ.lD 19' - 10:---'9'- 11"
110 ~ _, LC1D 1f- 1\" 13'- cf
!2O loIPH 'M. LQ.lD 1S'- 10" If- If
2.n In o,~_________
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MEETS THE RF.QU!REMENTS
OF CHAPTER 1205 SBG 1991 ED
~T,
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1).0J2" : ~, '" 1.100 i1../ II. TO ~foI4
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T.taE 1: Cl:HTlUD; ~ ~ S?AHS
1!H) Lc.'€IS
~ ~ ',toj)t RCOiS. ~ rs. 1.'1) orra C'f'(N U.Ct1CS
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110 ~ .... L Hi'-~" lS'- tS. 10- 11" If- 0
120 'S'H 'It L ,~'. 2" I~'-." I~'- a- 15'-."
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IOJ{UfAC11JRERS PRCf'RIETAAY StJPPUES
T.I8..( 1: COl rH.(O; ~.. ~ 'i' ~
GL~ 9ZE HOlt: FCR SF,~ "I." Q4 I)tt.~ IJS( ':;()1H ."/2 + Q.H.
r. J"IJ.~ flT 0Ci.l.l EmfllL '!:I>IH · 1.'/2 + t. 'I
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CVi) + U',( L~ .k rJI./SKiJ LOJD (l!Q.LUS 2 117 (.{)O LO"":>)
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Il'- I;]" 11'- r
18'- rt
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POS T T'lf'E \LAX. AlLC'I. R((f ,V<{A F ~ v 1iJOJS T'lft PCS f H ~
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POST He T PQS T !U.X , \lJoLI( l)4 100 IoFH 110 '.E'H 1"tJ I.I'H.
3".j'.o.~"...Ra.L r~..
It - 0" S.200 2ro 341
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T- 9" 6,960 ~ ~
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r- 2' 7,100
It- rt .,970
J" ._J" .0.00)" _SOU()?(O.
1I'r-iO" 8,640
16"- rt 6.120
l"I_J"._O.I)O" _1t<<.
n" -10" 12.900
16'- rt. ~lao
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2<1- rt 18.430
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tr-10"
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15'- j 'S"- ~-
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21'- ." 2<1- j
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19'- 0" ~- f) U
18'- )" 11- 5"
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MEETS ~E REQUIREMENTS
1) r, F
S(1T ,
3d]
~ 3
Nl( -CAS T :us 'f / 00' SAQ( -OlE 1t .It 8A01U Q\.{R va
1-4"X ,'.4"X 2'-." 117 97 56
ACE
ALUMINUM
38545 Palm Grove Drive
Zephvrhills, Florida 33540
',-.
SOLD TO
ADDRESS
SHIP TO
DATE
PHONE
dJ/
/S'
\,-
~
I~#/
1. c> -/- q .::i"> 7' 55' ;1IEIP/JI-- /7J/E.
ZE,/J /1 Y;e. /11 L i-S,r= / ;fI-, J>..J PI I
//- q- 9'"1"
. '7f?,J, -~:J. 7b
Job No,
Phone: (813) 782-2616
€.
//
/1
see A?OOM
The undersigned agrees to pay
INSTALLERS IN FULL ON COMP
--
&k~
lep.
PERMIT
PRICE
TAX
TOTAL PRICE
DEPOSIT
BALANCE C.O.D.
tJo
SlTR 1'loAN
. (RP..SlDENTUL USE ONLY ~
('AIlCEL I.D.
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DATE
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LOT
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I/- 9~9'i
-
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All drawings shall be drawn to sc~lu for all parcels or lots fivB acres or less.
<
75:
'1
<~
7,S'
d).~i
1
lO\:~1
~x IS1'I,J~
r rl\ DB I j..~
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SIIOW ALL EXISl'HIG AND PROrOSED STRUCTURES GIVING DIKEHSIONlJ AND SETBAC~. ^LlL~. 1I1l>1CATE
'''tY nOUIES OF WATF.R AND ROADWAYS (INCLUDING NAHES) ADJACEJ\'C T('J TilE PIlOPEIlTY. 1 HUICA'1'E
T"f. SIZE, YEI\H. AN'b NhHE OF HOJ:j:tI.EI SUCH AS l2' x 60', 198\. FLEE'fWOOU.
~ll "EASEHENlS", "RIGHT-OF-WAY" und ~'JURISDICTIONAL LINES'" m'ufl~: be shown on all 8Jt~ plans~
no NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE
1I0U5E CONSTRUCTION
".~.: ,'. eo'
PROPOSED ADOITlO,..
'(~,"I: .-. ..'
~K,DILE HOME SETUP I
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SOIL TESTING
FlfLD DENSITY - PERCENTAGI;
OF COMPACTION REPORT
~Jft
Florida Testing & Environmental, Inc.
PROJECI:
P,O, Box 937
ZephYl' P.idge l"]obi1e Home 'Park
Lot 160 - Geiger Road
Zephyrhills, Florida
· Zephyrhills I Flcri(l':J 33539'
TELEPH(H'-JE (813) 7BO-87(
FAX (813) 780..881:
LAB NO: ID
CLIENT:
Lakewood Concrete Construction
TECHNICIAN:
Hobert Bcde
CONTRACTOR: LakewOvcl Concrete
JOB NO;
94-5090
WEAlHER
PONDITIONS
Overcast
DATE:
Novenfuer 28, 1994
TEST
NO.
LOCATION OF TEST
IN.SITU IN..PLA LAB.
MOISTURE DRY MAX,
DENSITY DENSITY ATTAINED REQUIRED
PERCENT peF PCF
11-28-94
------. '----~--~------
(X1MPACTlON
PERCENT
T
H
I
C
K
N
E
S
S
ASTH D 2922
IN PLACE FIELD DENSITIES - DATE MADE
.------- -----------------------------------------
GARAGE - BOTTOM OF FOOTINGS
1.
Ce n tt~!l: of South Footing
Cen tEl r' of Hest Footing
Center of North Footing
15,6 113.3 118.7 95
14',8 114.2 118,7 96
14.4 114.6 118.7 97
95
2.
J.
95
95
CAB NO.
lp
MAXIMUM DRY DENSITY 118,7 pef
-.....
........-
-- -- .._--_....._----~_.._-..........,,--...
-- ..----- ---....
The p"'<:\lnt~ilO 01 cOmpacll,;" fur tll.. In-place dOMIN tests Me t:.S!J.eO 0" labOrlll0ry Moisture De"$1
REPORT DISTRIBUTION: 1: Adclressee
1: City of Zephyrhills
.\)1C",ll rrlntcrs' (B1J1665-~15')
'rtPz-:
Florida Testing & Environmental, Inc.
P.O. BOX 937 · Zephyrhills, Florida 33539.
TELEPHONE (813) 780~8767
· FAX (813, 780-f3864
geotechnical engineering/materials testfng/speciC'lI,nspections
MOISTURE-DENSITY REL.ATIONS OF SOIL
Laboratory Compaction Te.st
ASTM D 698 METHOD ~
CLIENT Lakewood Concrete construction
DATE: November 28, 1994
PROJECT: Zephyr Ridge Mobile Home Park
Lot 160 - Geiger Road
ZQphyrhills, Florida
PROJECT NO.. 94-5090
LAB NO. lP
~
u
, , , ~
-. ~ I
.- : -
.. --
--
-. .-. ......
-' - .-
- i':'>.
I -
I - ~ .- ~ - .. _.
r I L .p I I
I - .- ~(-- I
.-- -. -- m m +~. m -- --t-
- I .+- _. -~--~-
m -. - .. - -
-. I I -
I - -t , I - -
- -
f- - .... .- Lj- - - -
.-. - I -
-- - --
I- - -- .-
- "-", - -' -- . .
-. -. r
.. .- .- ..
- - .- -
-e- -
_. -- -. '--'--- -.1. .J..__L.
119
.t
11.8
!J)
.D
Max. Dry DenSity
118.7 _pcl
>-
I-
r./)
Z
UJ
o
>-
a:
o
117
Optimum IvlolstLJre __.lhCi
(~'(,
116
115
10
11
12 13 14
MOISTURE (%)
15
16
DATE SAMPLED ____
11-28-9'!._______ SAMPLED BY: __ Robert Bode
LOCATION SAMPLED _----11uilding Pad ._____________-_-_-
VISUAL CLASSIFICATION
Liqht 'rQI1 C1E.Y~.Y..!ianCL__n_________.____________
-----.-'~----~-
, -,
"
TESTED
REPORT DISTRIBUTION:
1: Addr'essee
11 city of Zaphyrhills
SOIL TESTING
FIELD DENSITY - PERCENTAGE
OF COMPACTION REPORT
Ire.
PROJECT:
Zephyr Ridge Mobile Home Park
Lot 160 - Geiger Road
Zephyrhills, Florida
Florida Testing & Environmental, Inc.
P ,0, Box 937 · Zephyrhills, Florida 33539. TELEPHONE (813) 780-8767
· FAX (813) 780-8864
LAB NO:
ID
CLIENT:
Lakewood Concrete Construction
TECHNICIAN:
Robert Bode
CONTRACTOR: Lakewood Concrete
JOB NO:
94-5090
WEATHER
~ONDITIONS
Overcast
DATE:
November 28, 1994
TEST
NO.
LOCATION OF TEST
IN-SITU IN-PLA LAB.
MOISTURE DRY MAX.
DENSITY DENSITY ATTAINED REQUIRED
PERCENT PCF PCF
11-28-94
COMPACTION
PERCENT
T
H
I
C
K
N
E
S
S
ASTM D 2922
IN PLACE FIELD DENSITIES - DATE MADE
GARAGE - BOTTOM OF FOOTINGS
l.
2.
3.
Center of South Footing
Center of West Footing
Center of North Footing
15.6 113.3 118.7 95
14.8 114,2 118. 7 96
14.4 114.6 118. 7 97
95
95
9.5
LAB NO.
IP
MAXIMUM DRY DENSITY 118.7 pcf
The percentage of compaction for the In-place density tests are based on laboratory Moisture Dens Relations Tests ASTM D
REPORT DISTRIBUTION: 1: Addressee
1: City of Zephyrhills
Attcraft Prlnlers. (813) 665-9153
1rtP;.
Florida Testing & Environmental, Inc.
P.O. Box 937 · Zephyrhi11s, Florida 33539. TELEPHONE (813) 780-8767
· FAX (813) 780-8864
geotechnical engineering/materials testing/special inspections
MOISTURE-DENSITY RELATIONS OF SOIL
Laboratory Compaction Test
ASTM D 698 METHOD ~
CLIENT Lakewood Concrete Construction DATE: November 28, 1994
PROJECT: Zephyr Ridge Mobile Home Park PROJECT NO.: 94-5090
Lot 160 - Geiger Road
Zephyrhills, Florida LAB NO. IP
119
~
;:j
0 118
"
Ul Max. Dry Density 118. 7 pcf
..0
>- 117
f-
rJ) Optimum Moisture 13.0 %
z
w
0 116
>-
a:::
0
115
10
11
12
13
14
15
16
MOISTURE (%)
DATE SAMPLED
11-28-94
SAMPLED BY:
Robert Bode
LOCATION SAMPLED
BuiIdinq Pad
VISUAL CLASSIFICATION
Li ht Tan CIa e Sand
REPORT DISTRIBUTION:
1: Addressee
1: City of ZephyrhiIIs
Al1cra(tPrlnfers. (813) 665-9153