HomeMy WebLinkAbout94-4457
BUILDING PERMIT
Permit N~
CITY OF ZEPHYRHILLS
(813) 788-6611
_ 4457~
/1- 9-0/
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~IL~
Date
E~--...
~
M~ewer Conn
Water Conn:
Property Owner:
Job Address:
Parcell.D. #
~~~ ~iJ-eA6
~irl- /1{7 ;if!. /? 1/. ?()AJ2 r
Water Meter:
T.I.F.'s:
D
Zoning:
Valuation or . ~ ()
Contract Price a,. fo 0' ::;....--
FINAL / r 17- C;
t DATE
C.O.
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordarce with City Codes and Ordinances.
City License Registration # J2 {? 9
State Certified License# e.;g W;;2 6 0 77
Ciia/lM c2L/WPX~
Address
Telephone#
7?';" -35-/5
M~~L
/"
Breakers
Ducts Insl.
Compressor
Final
BUILDING
ELECT,RiCAL
./
P!,....IJM BIN G
~
SLB
Tub Set
Water
Sewer
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
Ftr.
Pre SLB ,
~:~~' f\~ \/ ·
Insul. Cl~
WL B l,.V
-st
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
OCT-13-'94 THU 10:11 10:
TEL NO:
1:*318 P01
APPLICATION roa PIIIIIT
CITl' OP ZBPII1'IIBlLtS
8UIL1)1IC DIPAI11IIII'r
oaa's JL&KIl :Di'llJ -t' V ~5 ~ 1C?.__~.__._.--.nol!S
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LICML DlICUft"101Ia wr(s) RIDCJt SUUIV1SIOI
L'
/0.;26-9 1
//:10 PH
7g~ - 3351
,ARCIL 1.1.' (OA'I'Al. noN PIIq.PD'PY 'I'd IIO'l'IOIt)
WIk noJOIIDa.b".. COUtructioo
-JddittOll ---..Altel'.tiOll ~ll' -- '1-.tall
--1Jip ----1Iove -J)eIIoll8b
fIOfO$lD USIa ~1. 'uily ---It/r _' of Vatu 11/8 .
_Oo.erclal _IDduat. ---'will, rwl -Otlaer
betauaat .. Health Depal'tMat Approval .
DISCIlPIlOl 0' tIJIIt {Y) ("U; 0 u) kJq { (~
IUUDDQ SUla q (P"I 30. :J <3:5 SqU4lI'. Feet. 23 ( Belaht
'1<w rvJ LJq lb
i200r -+ Concreh \
, :...:..-1
IISIDII'I'IALI An'ACB (2) PLOt PWS I (2) SITS or 8UlLDIIG PLUS , (1) lIT IIIaGf fOIIIS.
GOIIIIICIAL a ArrACII (3) SI'1'S OP IUILDUlG PLUS , (1) SaT DIIlGI' roast
fttOlIIaI SUIVII UQVlJtD poa ALL R. WlllTaWnOIl.
~WJIG
. .
~O PDHITS R~
3 L( () DJ - V&luaU.OIl of Total OoutructiOll
In -.:lCAL
Alll'Service
Purl_ hftl'Corp.
....I,e.
~,.......
..
Valuatloo of Meca.olC4t11luJa.11atl_
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CO~Q'fOR S~lQl
QJIIPAIY~ rBb.t~ ftLUVV1 / n6!m
~ ~ ltate Cllrt, or IIIiIt. to ~f~~::
City Lie..... ...l.tntlOll . .
..........................................
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COIIfAIfY
State ~rt. or ..st.t. ,
Oity Lie..... leai.tl'atiOll' r
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Sta~ C41rt. or ",i.t. ,
City Lic.....i.tl'.tioo .
.............................~............
a~ture -
L
lIIrnIIQyl'.......
COIIrAIII
Stat. Cel't. or "ai.t. .
Ci~L1CftlUle ...t.tn~iOll .
..........................................
Il.pature
~
00IIPAn:
State Cel't. or~...i.t. .
City Lic..... ",iatratioG .
...................~~*....................
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Slpatu.re
-..-.---.OCT-13-'94 THU 10: 12 ID:
TEL NO:
~318 P02
CONDITIONS OF PBRHIT AFFIDAVIT
A. NOl'JCB 0. DaD RBSTRICTIOljJ
11II ......... IIIIrItIDfI tat W. ,emit .., be IIIbjlCt to IlJtecll'tltr!ctJe.' IfbIcb IIf .. .. rtltrJcU.. tIIu Cltr
rlpJIUGDI. ftt -.ugua ..... rttpoallbiUt, for CCIIpU.. ,Ub ., appllelbl. died lII~. .
a. I 8 R8 AND CONTRA 8 BILIT
If tile ~ .. Urll1 I _tractor or CCIIItracton to undtrtUi IIOrl, ~f III be npJrlll to be ......... viti
.tall .. 1ocI1 npJ.UodI. If UIe aIIltnctor Je lOt l1C81l1Id II ntWld bJ I., both tile ~ .. ~ ., ..
dUd for I 11...... ,lollUoa under ltate I.. If tilt 0IIDIf or IDteDded atrlCtor an -.rt.IJa II to ..t UClaI..
ngut~tI.., .,,1, fDr tJae iIltlllded IOrt, ther are a4Yilld to coatict tJIe Clt, of IIpbJrWllIdICIDt Dtperta.t, (IU)
781-"11 .
rurtIIInon, if ~ Mer !all .Ina . contractor or CGltnctor., lie I. ..fl", to ... UII ClOItnctorCI) lip portiGal of t.M
'CalltrlCtat ....~ of WlIppUuUaa for Ifhida tiler uUIIe rllpOl8lJtle. If JOU, . tile --1111 .. tilt .wct.or,
JGU In WtcaUIIg u.t JGU, r.tller tJIaa t.b8 eaatrlCtor, ilt rllPOlllibJe for tile IOrt. If * ClIDtractor .... JOI to 11..
II CGItnc:tor tIIIt ., be .. 1adJeaUOIl tblt lie it DOt properl, llC1U1d u4 11 DOt .UUII1l8 ....tt.bl JdtUlgla 11 till
Cit, of ......111. _ .
c. 'l'RAIf8POR'tATIOH IMPACT FOB AND UTILITY COHNBC'l'ION FBBJ
D. CON8Tp'wION LID LAW (CHAPTER 713, PLORIDA 8'1'A'1'U'J.'a, AS AIIIIIDBD)
1 ClrUfr tIaIt, ,ppUClDt, Ute lieu prodded ,Ub . CClpJ Df -florlda'. c.truct111l Lt. .... . ~t. rroucu.
Gule1e' Pl1Plttl1 br tM rlortdl DlpartMt of Agriculture and CoaMe.r IffaJ.n. If till appUcut It _ otIIIr tMa tile
'...1, I c:utUr tllat IIIIn Dbtllll8G . copr of tile Iboft ducrlW ~t IDd prCllltlb ... fd~ to GIll_ Jt to till
10IQIl" prlor to ou I~Dt.
B_ ~.JI~BR'8 AFFIDAVIT
I certJfr tllat alllii la W. IPpllcattClft i. aecur.te mJ tlaat all wrk _ill be ... 11 ..1_ ..~ all
."u... 1.. np1ttIag c:aIIItrucUCIII, _iog, _ JIDd .'l1op1e1lt.
IppllclUaa 11 Iltnbr .. to obtain. pettit to do IOrk ad llllWlattoo u iDdlcatld. I cert1fr tMt . ..1, or
iDltlllaUaD -- -onB_ prior to luueDce of. peoit lid tllit IU_11111 .. perfOftlllJ to _ ..... of III ..
reguJlttag _thOU.-, cn, cadeI, lOlIing regul.UOllI, aDd laD<< ovtlos-t ngabUou ill ~ juleaotla. I alto
certifr tMt I .... tblt tbe reguJIUClftI of oUler goy_bl ..... III ., to tile IatIIIII1 -a, .. tat It II
If ....,.lbllJq to IUtUr, ....t leU. I at tIb to be 10 CGlpUIDC8. 8_ Ifeacill 1Dc1l1111 tlat In . Il11t1d to:
· ~ of 1In'1~11eau1.Uon - Cypr.. Bapude, lItUIIId &rea IUIlI lamoa.atlll, ....UII '-*,
Mlter/IUteater lru_t .,
· IGutMIt rloddl Miter ....--,t Dletrlet · WaU.. Cfpna ..,...., Ifttlu4 lnII, IJterllg lateroom.
· Am QIrJI of ~ · ....U.. Doell. lI'igable IIt.ners
· ~ ""iiT~lltlUn IIInICII. "'u-JalleI1~ IlIit · 1Iolla. IIIotMlIt ~ .. ,..
· II ~~ -.cJ - ....toI.~t . I
11110 cert1"o.t, 1 flll_.tall. to be _ ill 'load ... '.1 or 'A,tte.l, It it ~ tat. __ pl.
IdGnu1Ig · .......t1Dg 101.' "l1J belUbl1tted tdlic:lllt preparlll Jtr I prof-.tODll ..... ngJatlnlll till ItItt of
Plorl,. prior to puIlt ........
I pemt ...... .....1 .. CDDItrued to bt . UC1D18 to proceed .I~ tJae wort lAd DOt u atllodtr to ,1DlttI, OIIaIll1ter, or
lit uida .., pcovllJau of till tldutical cudea, JIOr ....11 illUlDCll of . perlit ptmat tile 11I_ Offlo11l ,. ~ter
r.Jr.lllg I ~ of tmn 111 pl., ..traction, or ,1oJat1ou Df an, coGI. ..,,..t.... *11 .. lDtlH
UIlIut eM ... 1Ik1... br 8UdI ptrIit 11 ~.. ..tWo .11_* of ....,.., or If _t IUtIlorbtd ~ ... pait 1.
....... or ~ for . pldocl of Iii -u. after tM till tile ..t 11 c_lalJ. 011 to .., _... of u., III III
allOlld for Ue PlaIt Iltll f. daaqe of '15.00. De utaloa _11 be ~ ill wlUDg to tIaIldlalg OftlcW, ..
IppfMlJ lDIpecUoa _t bll_ l!adng ..ell III alii perlCld, or till projlCt .111 be c:GllYInI .....
"UC 10..: .. ru_ to IICORD A JOIIleI or ~ III IlSULr II _ PII. tIICI III ....... 10 11II
Palm. If 111I .. 10 CIIIU ftllllCllG, aJ8OL'lfltll fOUl &mil 0111 &naIIIr ... .... .. DlCI or
CDIaCIIUr. .. UBI 12,500 II V.LUlI) lOr _ to .. UD l'O81' I -alCS or ~.
-4~~
~~
... or '!:
<DIR or ~Co
'h. foregoiag iutruMDt .... acbo'ltledg8d
beton - tb1. Oct, ~ _, 19....2t. b, .
~bt+Reet-'
1. 1 botm to _ or who baa
prodU
.. 1c1_tiflc:at!oa 8Dd who did/did Dot
~Q, ~ -
,t .
JAMES A. STONE
('''''. 't.fped, ~~c~Jorlda_
IIOtUY I'UILIC Mv comm, expires May 16, 1995
j CC110274
SlIII or ""*
CXIIIIf or fftJsC!-o
'lb. for89oi8g iD.~ru.eDt ... aclEDollledpd
befOl'8 - tbl. ~,dl.6 , 19?yr by
aJ.r:~ f1t.ow bIlRILP~
ibo 1. r .1 bowA to _ 01' .. JiU
produced
.. lc1eDtlflcatiOJl u4 cIi Ic114 Dot
tate ~tb.
(' t 1'8) JAMES A. E
. ~tli~ ~ta.te of Florida
(N_ Typed, Pr1Qted or ~~ xpires May 16, 199~
lfO'1'ARY PUBLIC . CC110274
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NOTES:
EXT,
NO.
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...... - 0.566090 1n^2
NOTES
f1 EX11 6900 & 8901 ARB SCREnO TOG8THf.R AS PER lN3'rRUC'nON3 OR
"HEN nT, I 61102 IS USED AS CORNXR POST.mn '001.1. fAR lUCEDlt
WHAT ts N'!:EDEO TO SUPPORT nf! 3 IN. OR ~ tN. ROOF PANEIB 'I11A'r
ARE INCLUDED AND CERH1EO BY TI!K VANVYAC11JRER,AS LONG AS THEY
ARJ: Nor EXClOtNG ~~ IN. BKTlfUN crnn:R3.
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ALL METAL THICKNESS TO BE .062
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1.) CALCULA110N TABLES INClUDE A 33.~"
INCREASE FOR SEISMIC AND WIND CONDI110NS,
2.) BOLTED CONNECTIONS:
S1U'\. e0l1S USED wrlH foL STRVC1\JRU SHAlL &t AlU\llNllE'll
HOT OIf'PEO CALVNllZfO, lINC PU][D, El.EClRo-CAlVAIIIZED, ~
51 AINlESS S][El 1M OROtfl TO PRE\0Q4T 'AlVA.'lIC CORROSlO/ll
"'.AT 'N1LL RES\JL T r~OM OIRECT CONT.ACT BEThUJoI sn:n ,0\/10
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100( THEil ..1M 18 TO( . llAA " 8"
rRal EACH END 24" 0. C. BO'1t4 SlOl!.
-
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3.) ALL DATA IS CALCULATI:D fOR EXPOSUR!:: "c'
AS DESCRIBED IN THE A.S,C.E, HANDBOOK ANSl/AS~
4.) B.O.C.A. ANO U.B,C. HAVE BEEN APPLIED FOR.
NOTES
1-M
;V" ..
ANY AND ALL DATA
IS WITH THE USE OF'
ONLY VINYL-TECH
AND P.G.T. PRODUCTS
ANY MODIFICATIONS
MUST BE APPROVED
BY REGISTERED PROFESSIONAL
ENGINEEH
WAP.NING;
n~ESE CALCULAMNS AND 1'ABLES AAe: INTENDED A~
MINIMUM GUIDELINES TO NORMAL & PROPER INSTALLATION
ANY VARIANCES MUST BE REVlE'NEO BY A REGISTERED
PROfESSIONAL ENGINEER.
6" MAX.
OVERHANG
r \^11TH ABOVE SPA
TYP.
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, I
I I
I I
I I
I I
II I I I
I I I
, I I I I I
I I I I I I
t~ - - - -. - - _.1_ - -- -- _.1_ - ______1_ - ---- - T'
'0000000000 () 0
_L.___.._._
I
I
I
I
I
I
I
I
I
I
I
I
,
I
I
I
,
I
I
I
I I I I
I I @L I
: I #3 I II I
T~--_---l___; -. __~--_l_--;---
12'- 0" MAX.
12'- 0" MAX.
12'- (j' MAX.
12'- (j' }lAX.
SPAN
I
i
i
~~-------
J
2'- 6'" MAX.
18 12" 12" 12" e
TYP. INSTALA TION
r
L:
16'- 6"
J
I.
J
16'- 6"
16'- 6"
16'- 6"
@
@
f~\
~j
FASCIA FLAT ALONG FRONT
AND SIDES
@
GUTTER 2' - 6"
FASCIA FLAT @
@ FRONT
SIDES
FASCIA OVERHANG 2' - 6" @ FRONT
AND l' - 6" EACH SIDE
GUTTER FLAT TO WALL @ FRONT
FASCIA FLAT TO WALL @ SIDES
ELEVATIONS
NOTE:
WALL AND ROOF SECTIONS HAVE BEEN TESTED
FOR STRUCTURAL LOADING
AT MIAMI TESTING LAB. INC, TO CONFIRM
CAl_CULATIONS;. TLST REPORTS' ARE AVAILABLE
IF REQUIRED.
~..~ .~
'''"",
---
SLOPE
#1
120 M.P.H. WITt-OUT CATASTROPHIC FAILURE ON
12 FT, SIMPLE SPAN AND AS CHART SHOWS.
AS PER TEST DATA # J-45573
COPIE~ AVAILABLE UPON REQUEST
....
a'- (j'
FOR SCRE~NS. H~/ER TO
CHART #1 FOR I PSF AND
AND CHART # 2 FOR CORRECT
SPACING OF. VERTICLES USING.
HEIGHT AS THE CONTRIBUTING
FACTURE
MAX.
ELEVATION OR DISTANCE.
ABOVE Gr~ADE TO BE IN
ACCORDANCE WI TH LOCAL
BUILDING CODES
ANY AND MoL DATA
IS WITH TF r<: USE Of'
ONLY VHNYl.--TECH
AND P G.T PRODUCTS
ANY MODlFCATIONS
MUST BE APPROVED
BY REGIST' ;HED PROFESSIONAL
ENGINEER
PPROVED CAUL.KING MUST 13E
USED AS SEALANT OE1WEEN
SILL EXTRUSION AND Cm~Cf~ETE
CATASTRCPHIC : MEANING ~I'\T PANEL
DID HAVE SLIGHT DAMAGE, BUT WI\S
IN NO WAY ABOUT ro COME ,APART
120 M.P.H. WITH A MiN. OF 80% r,ETURN ON A
SIMPLE SPAN AND AS CHART SHOWS.
AS FER TEST DATA # J-45574
COPIES AVAILABLE UPON REQUEST
#2
10 FT.
FOR GLAZED UNm;, REFER
TO NOTE # 2 USING ONLY PGT
UNITS, ALL CAN BE I~EFERENCE
TO TEST DATA # L-~5557 MTL
AVAILABLE UPON REQUEST
#3
4" CONCRETE SLAB - 5 X 5 - 10 X , 0 W.W.M.
10" X 16" FOOTING W/(2) #5 CONTINUOUS
WALL SECTIONS Will MEET OR EXCEED 120 M.P.H,
IF PoGo T. GLASS WINDOWS ARE USED AS PER
INSTRUCTIONS OR IF FACTORY INSTALLED.
AS PER TEST DATA # L-45557
COPIES AVAILABLE UPON REQUEST
~(
\At
\At
\A{
o 0
r-------------------------------~
/ ,
o 0
o 0
. 0
,,-----------...,
/ ,
TYPICAL
#4 ALL DA TA COMPLlE~) WITH SOU TH FLORIDA BUILDING CODE.
FRONT
ELEVATION
TYPICAL
SIDE
ELEVATION
I 1" DIA. WASHER \^11TH SEALANT, BY VINYL TECH,
/AND #10 S.M.S. X 4" (4) PER PANEL AS SHOWN
ON ROOF PLANS.
I
'd"l ---1L61'l~ _g~/////LP//ij~///dL////////////~
1 )-@
" ,~ .fA"
~. 8 , I ---____~
~ I I
I' . .-------0
I! L--',-=-------3S
G' 1--------{9
LEFT SiDE WALL
----- ~~. ,--' -.-._-"-
---r- ~r--
:ljr
Pl:~-~
f~/l--------0
____Li/J__
0------__ --l-- "-r- (PCP
-~ j I '
~ __I~~-c:! II I !
'. ~...r--;--r-o'=>k=:IJ~
L---L_.._~~------Il-"'::::::::;:-- ____ I
-f_L_f- 4,_1~" f-
-----t---------
J"
-r.'.1,' .
."
L ....
r-
.i
,~
..,
,.
4 .
'. .
. . d ".
. .
d ..
~ .,,0.
'.~. ..
ANY AND ALL DATA
IS WITH THE USE Of'
ONLY VINYL-TECH
AND P.G.T. PRODUCTS
ANY MODIFICATIONS
MUST BE APPROVED
BY REGISTERED PROFESSIONAL
ENGINEER
, .
(LEC TRIC
WIRE
I,
12"
ROUT ~10l[ IN
I~ TERIOR SURf.AGE
. fOAM or PANEL
FOR BOX.
RECEPT. OR S';.HCH
12 S.M.S.
L/60
FOR SCREEN ROOMS, CONCRETE SLAB MUST BE A MIN. OF 3.5" AND 2500
P.S.I.,AN APPROVED VAPOR BARRIER, A MIN. OF 6"X 6"X , 10 "'lRE MESH
ON A VEGITA110N FREE SOIL BASE. AND RWOVE AND REPLACE ALL OELEITRIOlJS
MATERIAL WITH GRANOULAR FILL COMPOSED OF 95:'t PROCTOR.
ALL GLASS ENCLOSURES MUST HAVE A MiN. OF 4" ,2500 PSI CONCREIT
SLAB ~TI-i A MIN. OF a"X 12" FOOl ER ANR REBAR AS SHOI'i'N.SLAB MUST ALSO
MEET SCEEN ROOM SPEC.
NOTE: ALL LOCAL, STATE, AND NATIONAL COOES MUST BE IN COMe'L1ANCE
__ ALUMiNUt.l EXPANDER
C11 ^NN EL
-=:::::-~
"ELECT. BOX W/W!RE
ClAMPS, MOUN][D
TO IN 11. IlIOR
SURf Act
------
----------
I
11
i I
____J
_____..1
RIGHT SIDE WALL
DESIGNED TO WITHSTAND UP TO
120 MPH FASTEST MILE WIND LOADS
IN BOTH UPLIFT AND LATERALLY IN
ACCORDANCE WIYH SBCCI REPORT
#8870
COPY AVAILABLE UPON REQUEST
ELECTRIC HAS ONLY BnN SUGlS11.D TO 9E INSTAllED AS PlR D'N';.
ALL ELECTRICAL WORK S11ALL COMPLY ....111 111E LATl.ST EDlnON OF THE
NAnONAL lllc.mlCAl COOLS AS 'MOll. AS All lOCAl COOLS.
OI'lL Y TO BE USED FOR II. T. SCREEN ROOMS
#6 TEK SCREW @ 12" C.C.
(2) 1/" DIA.REDHEAD WEDGE ANCHORS
WS-1432 @ 6" e.c,
(1) 3/16" TAP CON BTWN. COLUMNS.
3/16" TAPCONS @ 24" C.C. ON SIDES
OF ROOM AND (2) AT COLUMNS.
MiN,DEPTI-i INTO CONCRETE SLAB MUST BE 1.5"
4-
.
o
>
.' rP '0'
, .. ~ 0"" ~
. 0- , '.
, I '0.
..
.
.
o
<\
f
t
1
.4 "
o 0 .
. .
."
't
DETAIL 112 DET1IL #3
SECTION VERTICAL SECTION TtIRU
SCREEN ROOM WALL
.
. .
, .0'
4'-0"
4'-0"
_----..i~ - 0"
DETAIL #1
FASCIA SECTION GUTTER
16'- 6"
SECTION
TtII~lJ
SCI-(EEN
ROOM
~
_..-
~-......-_..----~~J-'ramll:"[-nt.~g~~'1Ui.S:Rlli~~~::'DI!:'JUru.~.---'~~-.-~ _!IIIll"'--"-
--:P."-..-~~'~'amml5~~..~..l'JO-'3,........~~.;,lIr';.....~'k.~':'W~'.tlJ!II'-4!l:oJIfU..~
'.WJD""1;ID""~---
.... ----..
.-
ANY AND ALL DATA
IS WITH THE USE OF'
ONLY VINYL-TECH
AND P,G,T. PRODUCTS
ANY MODIFICATIONS
MUST BE APPROVED
BY REGISTERED PROF'ESSIONAL
ENGINEER
#8 TE~~t' C.C.
WALL ENCLOSURES
s1' AClN G & GHTS 11P !O 0- ~
USING ONLY V.1.~90', MOO. e8~ Jc .~~62
A3 'LONG AS TIlEY .ARB BOLTED'tOGnHER
~ SHOTN & CAP BOTIl TOP & BOtTOM
AS 3l101fN. \lAX. .AUO~ ~.AClN(:
3/16" TOGGlES OR
3/16"TAP-CONS 0 12" e.c,
FOR C.B.S.BLD'G.
6'-0'
6'_9"
5' - A"
7' - 4"
SPAC~NG
HEIGHT
4' - 0"
8' - 2"
1/.' LAG BOLTS
IN EACH RAl''TER
FOR WOOD BLD'G.
"V'
Values Roof Sy~tems
IPS 11'1'
If's/CWapokd,
C FtJC1111"
. to .05
Typical
Die. 1}r,cr'
.6.1
SECTION
I
\
A
A
.041
.0+3
.oa
.018
.021
.029
.02ll
Metal Deck
Poured C~'Urt1 (1vr)
L1g11lnlght coner.t.
(2,,,,)
Structural concrot. (+ ')
Wood (nomlnel n
.090
.017
.012
.087
,083
.OU
.0+3
.0+'
Note: CalcuJ.\lon. bastd on ASHflAE handbook
proceduru and anum. wInter heat naw conditIon.
~". ~~~
lJanufactures of Ouality V'/f1)f [ndororeJ
I Typical Ph)'lI1ctll Proputies 01 EPSb""'lb,tloll .
. -~'S!;;~:-..rk;.-AJi.i;m--iM::::'--=i~'. cf~~n-~~~l-J~' yJJr- /h. Jr -~~;.; u----
n-_ (;_H.~ ot 2M 811J/~.) Cln ... 0.23 o.Z2 0.21 0.20
If 'oct", at 40F (.~ft.)('IL-) C511 0.24 0.2J3 O.U IUl
~_ at 7~ 0,28 o.Z~ o.U 0.23
n-....'" R..tst....,. ~ ~ at I ..... _ N: m u; u~
r.,J"u (Jf) at 75f Ihl""'.... J.15 J.n 4.17 4.J5
7~"1'''~
ComJ.lf"aUtve 10% o.r~gtTon
r1cxwal
r...r..
Slo_
gl." Lloduful
1I0dul.. of lJoo\lo~,
J/~ R~,
WVT
/oh..\U.... (vol.)
Copll...fI,
('f'lf"jkI4tl1 of ~ .I.f/f#IIlM
x........... S~ r....,../toIurl
to;" .!:~'f'::.
.... valu.. _bo..d o. dcr\. .....Iobl. .om flunlom....
Cl1omk:a1 C"'!>or.Uan, MCO Cl10mleal
Comp""lI and eAst' eo.poroUon,
pol
pll
pll
pll
pll
pll
10-14
~JO
18-20
18-U
28G-J20
180-220
25-33
50-15
2)-27
33-J7
800-.+0
480-~
,.
13-11
JO-:J8
17-11
2J-U
370-., 0
2&o-3,e
15-21
+0-50
11-12
2'-31
480-~
32o-JeO
01'~1
C20J
01813
0731
P ..... "
II
2.o-s.o 1.8-3.5 1.0-15 U-2.0
I... tl1an '.0 I... lI1an 3.0 I... 111.. 3.0 I... Ill.. 2.0
nant norl. I'lOOI "'ont
u.
cnl
!'if("Xr)
M98
O.<JO\l\J3'
o.OOOlisr-~.oWOJ'
'r '.-,-~
O.ouuo:J.
In
lDO
117
1DO
1n
180
1t1
110
6
@
o
r... PA.no ENa.OS\J~l! SYSTOoI, nmlt.d 10 r.crtOtlon ond outdo... u... onlll- It I. not to b.
uud rOC' 0 eorpor1, gDt'og.. ciOC'og. ... hobltobr. ono.
uSIN' rUT OATA wrC.oAU ....0 COIoI'AAlnllt AJoW.Y51S
IIiIX 3" X _H14 COMPOSI~E PANEL
~CHART H J . W5.w~"l!IillN~..J,=.:~..:"...
'rlNJ) SOlPLK SPAN 'W1TH SPAN "1TIJ t5P AN "lTIJ SPAN 1lTfH
nnclQIEss VELOCITY" SPAN l'-(j' O/U 2'-(j' olR 3'-(j' OIR ~'-o" olR
O.OZ."
~NCl OSED 10 M.P.H 13 Y1'.
L-!31JU.DING
O.Ol~"
OPEN
BUu.oma
f-----
0.02~"
ENCLOSED 1"" "PH
BVTLDING "'v..... 13 'iT.
1-----
O. OZ~" SEt N011: , 2 NO.""","", ,~...-.-
ENCLOSED PT
BVIWING l~O }oI.P.H. 10 PT. 1I1~ .,..
Note: Volues based on therlJ)ol conductivity (k) of 0.14-
at 40 F mean lest tempef'aUJre for nominal 1,0 pet
density EPS
Thermal ~fflcieney EPS Roof lnsurdttoh
TMd11.U.I
2"
2-1/2"
J"
3-1/2'
4"
~"
a"
a'
It Ydluj
B.3
10,4
12.~
14.6
16.6
20.a
aD
3J.2
C Fat/or
,12
.10
.08
.01
.06
.OS
.04
.OJ
aft.
15 Jtr.
15' -9"
16'4"
10 M.P.H 13 fT.
15'-5"
14 n.
15 n,
16 n,
I
I
I
I
l
sa 1'1011: fl
art.
15'-9"
16'4"
HI ~'T.
tl"'fO~ n~
12 yr.' 1Z'-lt
" n:. ..tL\ t ~.,.
\.\: E.1V-.MPlE
4"'.a~
\3)
J
@
-0
13'- ~"
.. ~.",.
SURF"ACE BURNING CHARAC1"ERISl1CS
OF V.T. COMPOSIT PANEL
" 2" 3" .'
Mc)(Irnul"1\ MClJdmum Mcix1mum Mo:dmum
CD
J
@
4
u" J( J" 310$-.H14 COMPOSlT PANn CUAA sP^" L~1H
ror "A no ENa.OSURf S'YSTOoI, limited to rocrtOtJot\ ond outdoor UIU onl,. It I. not ta b.
Ill, \_tar 0 corl rl aoroo" .toroo. or hobltobl. ~
d . ! /80 10 20 25 "'J1" 40 60 &5 70 eo 90 100
. p.5.r. 1'.5."'. p.5.r. P.S.'. P.S."', ".S.'. p.s.r, ".S."', P.S."'. p.S."'. ".S."',
3 1~~i,-ro.AM -'
CCHAI.. 1en. lHT13.SFT 13FT. 12n. an.
-.----
3 I~ bf9F~~M 1'r1.", fT U FT 12 FT. 10 n.
3 IN. 71 fO.AfA
C012 AI.. 17FT.1a.Sf ,aFT, 15fT. 14n. 2.JfT12fT.
3 IN,-;f fO^fA 'rT ..
lIon AI.. 20" IHT. 17.sn 17.1fT 18 n ~;,t.3!t 1..tT~,kU:; 13.1 n 12 rT.
d "\'-/120
3 n:jo~:QMl 15 FT. 3.3fi 3.1 FT12.2n
..
3 IN ,rom 4.5fT 13FT. 2.2fi lHT.
9.'9 uj._.
3 IN i." f()}Jo,l e.efT 18 fT. 15 FT. 14 fT.
~<~2_AL
3 IN. :1' roAM 1 a fT. s.afT S.J fT ..e f
..,2)H AL
'.~~T" 8 0 r... hobltobl. .pOct
nom. Spr.od 101 Ion '~m 1sitl
ruol Conlr1bu~ed - l'Ion O.tormlr1obl. -
Smek. O.velop.d 1JO I 1.JOU 1ytU 1~
. ln~<lIl.d Ir1 0 1h1cl<J1..... or ~e..d Ir1 ".,
wffoc\t"" U11d<n.... a. j'1dlcot.", fur
o don~y of 1.0 Ib/n
I nom. opr~ ond lIl10h d.."fIIOfl"
r.corded ""It ~or1aI rolnblhH ...
th. orlglool iOl\ po.i\Ion.1vnltlon of
molten r..ldu. on th. n,rnace ftoor
r..u1t.d In ~arrot Iravol .qu!volent to
colculal"" ~0fTl. ",read oloelincotlon
of 15 ond .mol. d.velop.d cloulftco\tOl\
01 ov., 200 .
II nom. oprood and lll1'Iok. devolOflH
ncOC'd.d ""n. moterfol rom.InH ...
It.. original t.., pooltlon.lgn1t1on of
molt", r.,ldu. on \h. l\Jrnoc. ~o"'"
r..uJt.d In ftom. IrlMll .qulvoJ."t 10
e"'""lol.d nom. ",r~ clofeiftcotlon
of 70 ond omok. d.volopod clouJ~cot!on
of ov., 500.
U ~~:dor::. o~~\:;,tt.t~~.:~:~
th. orl',lloal ll~ po.ltlOI1.1vnlt1on of
mallen re.ld... on \II. Furnoc. no","
ruull.d Ir1 nom. Ito"'" equIvalent to
co!culol"" nom. opr.od cloulllcotlon
of a5 ond .meh d...-.lop.d cleulllcotlOll
of "or 500.
IKIlU
, ..u. UAatlo;S tN<O U14tl1i1l \.ll.'>O
I UNlfIlUlW'>O ,., ( '0UIC1I' ~ n fT. )
3 IU ID4<W,s IIOlC A lUll. T r1f ~ TU'1IM
AT M.r.L OIl .., U$!H' IUT DATA II O<lII.AJ""nOll
WIT" '_11 AIW.."" tALCUl.Allrod.
. DAr.. TO It! \JS(:D nJft v.f. ,NII!1J tK.y
1 ro.... 'UO lWtJI(D 10 '" ....
. '1\1III. """,*,t1lOll 1/IQIlOl1"- to >IN!
"",:,^~..,. .,;.
.~ ". "i:
-,~,.-::>>~'!~r~,
~TD WIlli ill. ..atNiI IY V.T.
E~GiNEIi;~'S cEfiTIrlcAfl6it
to nit eE:$T of.' MY l<No\..tt\)Gt
ltit f1lANS AN?..: SPt:ClflCA noNS
COI>lPt y wrIH H"PuuaU:
MINIMUM ~lNG COOES . ,
(~.~
C19'12 $ .
:fl~~ll~, V~~Nmf6r.i:~tC~D
IS IMPRESSED Ovt~ S1GNAt1.J~E
L
V7
:r-
T
i \
',. -
y
~
t1
~11:~#-'fOAfA-
~.~24
3 IN', fOAhl
Q'J.LL-.
J I~I ;., Fa.......
'l2 AL
3 "" 71 rOM"
, (\'~ 11'-
12.1f 11FT. 1a.2fT UfT
'\.' r 10.4 n '.1 fT. e.. rT.
18FT. 14.2fl 3.HT. 12.,n
7.2FT +.efi J.7fT 3.fFT. 2.6fT 12rT. cGIl""clO..1M... ".O(Ajj'V V.l.
^ .
'~r;'
REVISIONS
~~~"'~~C~'~.},,'r
""AI te: NONE " ...-.....,.>OJ_." - ~:~~,~.~~~
DRAWN: M.K.M. NOT TO SCALE REV: A 6/1lJ/9J
PF~OJECT No,PATIO SCREEN r~Oo'M..
,.fr
";:t;i'
":l~
'1::7'
4-30-92 Ar ,J SNOW LOAD CALC.
, '-...>
A1fLAND -1!.L D~!!S
ONLY VINYL-TECH AN1
ANY llODIFlCATlONS M.
BY REGrSTERFD PRon
6-8-92 REV1~
8-25-92 REv'.
i(fH rug USE O?
P.G,T. PRODUCTS
S'f BE APPROVED
'SlONAL ENGINEER
::D SNOW LOADS
LD ROOF PANEL CALCS.
VT-1691
A
DIE.NO,
.\ ",~
"".~" It .~.~.:-!~::j'" "'.. ~ I ~.J..;.,.t.,t,~r)il;~(.!'~\.-l>~, :\
n '~' ...\i ..
n.
(
/toiKc;~
S:: veFh +2 CVi1'7 hJq (/
/)" rzf1q/ i:mM uJjcdvtlcL _n c,)-'~
V I Y'Jf / IJ) I rrlouJ5! 81 urz / G '7
f--:;r.,:--:
'B
; "M:cN'..~',...jj ".
,... ~ .'.j~" """.
~> . L ..' "'11' .., 'J>
:3 7::527 i::OUi\!T AiN RD
C'L3~35t~
(813) 782~;351Z:
To
BiJI VI:))eVS
t --I --f~1 / [p __
,-0 . f p. l--":"-I
c-::.( 1'--~ ~ iJ) f-lD/18u). 72 ~J GYr-
" ), ,.. '/' . r
L~ /'77g- 33.5/
I
We hereby submit specifications and bid for:
FOLD HERE
.--/'-'. /;;.J r>
. ft) U (-1 r ',-
;-) r
J-()~-I
I \ A../
/\ ,.._ I
It...
r:- ./
\ - /
~L(
../
l r I
/{y
-
iL,Y
b~/~
, I
Iff) W1 e
') 't
t e VVVl { .
_~ --Tq tf'-5
l !' I
CONTRACTOR'S GUARANTEE
We guarantee all material used in this contract to be as specified above and the
entire job to be done in a neat, workmanlike manner. Any variations from plan or
alterations requiring extra labor or material will be performed only upon written
order and billed in addition to the sum covered by this contract. Agreements made
with our wo men a e not recognize /
DATE j IGNED
II
FORM
ESTIMATE & AGREEMENT
1006
DATE:
I
BID: We hereby propose to furnish material and labor
to complete the work outlined herein for the sum of:
-7f.rf( '1 ~()[}59>-1).{, 100r h/orJ,d - /~lIars
($ :3 (CX? eo ) Payment to be made as follows:
.~~ CJ:!t ;;~7.(, I ~/I)O ~/
(-U II ~ L{ FOf) "1
II-J/I- LOOP-
I
~
'.'14 il Ic)-J P j
/. ,,/1,-- v I.. 0/
, ,,_ ~ 'I .
ACCEPTANCE OF BID
The above specifications, terms and contract are satisfactory, and
(I) (we) hereby authorize the performance of this work.
DATE! / Iv) ;1/ t/~
I .- !/
SIGN
THIS CONTRACT IS VOID 30 DAYS FROM DATE UNLESS PINK COpy IS SIGNED AND RETURNED TO BIDDER
WE COMPLY Wr' . L WORKMAN'S COMPENSATION & PROPERTY DAMAGE L1ABIU- 'SURANCE LAWS.
1289
CONTRACTOR'S FILE COPY . SIGN WHITE & PINK COPIES & DELIVER TO CUSTOMER
OWNER
JOB LOCATION
PARCEL I. D. It
SHOW ALL EXISTING & PROPOSED STRUCTURES GIVI.NG D.lMENSIONS . SETBACKS.
'f)
frof Ojf'd
/, Vit'\ill wi
I .~ fA)q'( I
:-t - - fu - - -
N./','tT I
tt~~ I f'rojOsti
lo~ ( 5::rl~y)
II~ ~r7~
,',I - 1,{,"~
~-tvl- . -
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
REQUIRED.
UTILITY BUILDINGS
HUST SHOW SIZE &
FOUNDATION INFOR-
HA'l' I ON .
(NOTE EXAMPLES 1 & 2)
1. SETBACKS FOR Rl, R2 ZONING
60'
10'
P E-
R X
0 I
10' P S 10'
0 T
S I
E N
D G
20'
FROIII' PROPBRTY LINE
/1'
I,
10
.~
Ot.?5
rYf6},'YJ5
(1;IH
FRONT PROPERTY LINE
T
1 O'
2. SETBACKS FOR R3 ZONING
60'
.
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ANCHOR 1"x2"xO.044" PLAT[
TO CONC. W/ 1/4"x2 1/2"
IRRIER CONC, ANCHORS WITHIN 6"
(y EA. SlOE (y EA. POST
o 2." O.C. MAXIMUll
ASE AND
AM DETAil
2"x2"xl/S" ANQE EACH
I SlDf ATTACH TO POST
AND CONCRETE TO POST
AND PlAT[ WITH 2 110x
1/2" CORROSION RESlSTI'-f:
WASHER HEADED SCREWS
I' x 2" EXTRUSION
I 2500 PSI CONCR[T[
. . lAIN. W/616 W.W.lA.
OR FIBER llESH CONC.
TNG REOUIRED EXCEPT
lOR[SSlNC EROSION
: POST TO BEAM
) CONCRETE DETAil
F SPAN CLEAR DISTANCE FROM
NEL TO fACE Of BEAlA.
llolPOSITE PANElS. USE CORROSION
;CREWS. PANS ANCHORED WITH 110
V PAN INTO RECEIVING CHANNEL AND
2" 0 RIDGE CAP CONNECTI()4 TO
:HANNEl. COUPOSlTE PANElS USE
1/2") LAG SCREWS YIITH 1/." WASHERS
ECEI'w1NG CHANNEL FROU TeP.
COONECTI()4S
"L' 'W'
MAX. BE UAX. ," x 2"
SPAN UPRIGHT \ I
TABLE LENGTH.----+
VARIES NO UAX. (ELEV. SlAB OR ON GRADE)
TYPICAl GlASS ROOlA 'MTH SOLID ROOf'. MCAl f'R()4T VIEW f'RAlAING
. (HEIGHT Of' UPRIGHT IS UEASURED FROlA TOP (Y r x 2" PLAT[ TO BOTTOlA ~ WAll
ALUMI~UU PAN
~~
ANCHOR " 1 2' OPEN BA~
TAPCON 025' x 2' LENGTH MAX.
or 2'- 0' 0 C. ANCHOR TO WALL
WITH 1 1/2" 110 SUS WITH
WASHERS 2'-0' O.C. SPACING
ANCHOR BEAM AND COlUUN KNEE
BEAlA WITH ANCHOR QIPS AND
#10 SCREWS AND WASHERS.
MIN. SLAB THICKNESS FOR SlAB
ON GRAO[ J 1/2' CONCRETE.
O'-f:RHANG VARIES
2'-0' llAX. -+
J 1/2" SlAB
ON GRADE OR \
RAISED FOOTING
UIN 2" 1 2' .0.044'
(TYPICAl) ,
SHEETING BOTH SIDES
1 1/2' x 2"
SlAB J 1/2" lAIN. ___
(SEE DETAIL)
W/2
W 2
2" x __ BE..w AND COlUUNS ..
COlUI/NS UAX. COl UUN SPACING
SEE TABLES
TO SELECT f'R()4T WALLBE..w
FR().4 TABLE USE LARGER "L"
VALUE OF W/2 OR W/2+0.H
:1:/.
'" '"
-..,
~~
~~
~3
3'"
DI~
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=-Q;
~a
011:'
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lf~1
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z....ai
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ilili!1I:'
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NOl[: THE HOST STRUCTURE llUST 8f CAPABlE Of SIJ'PORTlNC THE ALUIIlNUIl STRUCMlE TO 8f ATTACHED TO 111: HOST STRUCMlE. CENERAUY THE
CONDITION Of THE EXISTING STRUCTURE IllU INDlCAl[ THE STRUCTURES CAPA8lUTY. THE FOClOWINC CONOITKWS,IlIOST STRUCMlES ARE CAPAIl[
Of SlJ>PORTlNG THE ALUlllNUll STRUCTURE TO Ill: A TTAOiEO;
1. llASOORY WAlLS, 2'1 4" FRAIAE OOlSTRUCTlON WALLS, PR( ENClNEERED WOOO TRUSSES W/ A 2"1 6" SUB FAOA AND A TRUSS O~AHC Of LF
TO 4", AHD/OR ATTAOillENT Of THE AlUMINUIl STRUCTURE THROUGH THE l' FAOA TO THE TRUSS BUns w/ A IlAIOI/U11 Of 4" TRUSS ()\{RHA/lG.
2. IIOOIL[ HalES IlOOF AC1URED AfTER 1984 AND BUItT TO THE 1984 HUO STANDARDS lIHERE THE AHOlORS ARE INTO THE TRUSS BUllS.
J CONDITIONS NOT CO\fREO AIlO\f SHAlL Ill: RE\1[\I(O BY 111: ENGINEER TO OEl[R11INE THE HOST STRUCTURE AO[OOACY.
4. AlL TRUSS Sl';l[IlS SHAlL HA\f A IlAXl\IUII SPAONC Of 24" D.C.
S. Ilt&.E HalES NOT CONFOR\IING TO THE STANlAROS A80\f SHAlL HA\f A SIlF SUPPORTING FAIlE ADJACENT TO THE 1l0llll1: HalE IN uru Of
lR BREAKWETAL
32" lAIN.
HOST STRUCTURE IS STRUCTURAlLY
OIAE OR CON\fNTlONAL CONSTRUCTION)
186x6
I C()4CRETE
4 "In.,
p~ BARRIER UNDfR SlABS
CTURES ABO'-f:
:Tro QEAN FllL O'-f:R SACRIFICED
. 90X RELAn~ DENSITY
LED BLOCK ST[W WAll (&Sx16 CIofU)
:RI:T[ FOOTING NTH 1 15 CONTINUOUS
100STURBED NATURAl SOIL
. AT CORNERS AND 10'-0" O.C.
2" 1 _
1" x 2' 1 0.040"
'W' VARIES ~
_ BEAU SEE TABLE.
I
. "H"
./" SOlID CO'-f:R
lAAX. YIIDTH 53"
ROUGH OPENING
VARIES
=F
2" x 2"
TYPICAL SCREEN AND GLASS ROOM
2"-0" lAIN.
BEFORE SlOPE
3 1/2"
WIN. 2500 PSI C()4C. 'MTH 6 x 6 ~LDED 'MRE
OR nBER lAESH TYPICAL AlL SLABS.
I , 15 BAR CONT.
~
L 1" 14 BAR C()4T.
~2" ........ ---
"
8"
STEEP SUPE FOOTING
> l' - 10'
NOTE: FIBER lAESH C()4CR[T[ DOES
NOT REOUIRE 'MRE lAESH
flAT SlOPE / NO FOOTING
o - 2"/12"
UooERA TE SlOPE FOOTING
2'/12" - l' - 10'
SLAB DETAILS ADDRESSING EROSION
12" PANS OR C()4T1NUOUS CO'-f:R
RIGID INSULATION
JOB NAME
" ADDRESS
"'-..... 18 x 5 /S" C~ROSl()4
RESlSn'-f: WASHER
HEADED SCREWS
12"
L
OA T[ R[\1~S OiK
1 94
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oC 10\<.>
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o
o
o
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o
(/)
TYPICAL PANEL
UEETS THE REOOIREMeH1'8 ,
OF {")-fApTEfI i205 see 1991 m
'1'.' .
.~, ,":.
OR WI~Jr.'
--:R 1 PEAMIT ON .Y
Ell
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