HomeMy WebLinkAbout97-6459
BUILDING PERMIT N~
Permit
CITY OF ZEPHYRHILLS
(813) 788-6611
64598
Date
d. -/J- -7/
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
wp.rty Own., ~ ~ ::::, ::,:,
JobAdd,... ..111 -~~ -~~/_ . Ai~;Y.l~~:J... HF',
Parcell.D. # :L - - - ) 0 - _s"/ 00 () ,) v c...l
Zoning: ~ Energy Code:
Description of Work /\~flA"1 ~
-
Radon Gas:
~ J~ .0 k'.-. ~~wA..~
/ -
NO OCCUPANCY BEFORE C.O.
FINAL ~~ - ~ I".. q
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances,
DATE
Inspector
City License Registration #
State Certified License#
Iv
Permit Fee~'
Signature !2JetUC'1
Company
Address
Telephone#
Valuation or !'y
Contract Price i I / S-:
,/'-0
~~
,
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Breakers
Ducts Insl.
Compressor
Final
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
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.
APPLICATION FOR PERMIT
CITY OF ZEPHYRBILLS
BUILDING DEPARTMENT
C\ e.Ve UJj
Lvi* () ~
:;2/e&fY tkUQW
LEGAL DESCRIPTION: LOT(S) BLOCK
PARCEL 1.0.' (7~ -~l" - ;11 -0010 - D5I Oo....co::o
WORK PROPOSED :~w Constructi
OWNER'S NAME
vS~17
~3 '
PHON;-YP~
~ V f4J-k -.x -(~~ pj)
OWRER'S ADDRESS
JOB ADDRESS
SUBDIVISION
(OBTAIN FROK PROPERTY TAX NOTICE)
_Addition
_Alteration
_Repair _Install
_Sign
PROPOSED USE: _~ng1e FaatlY
_Kove
_De.olish
_KIF
_' of Units _K/8
_ec:-ercial
_Indust.
____Swi.. Pool ___Other
~estaurant & Health Dep, ,ent Approval
DESCRIPTION OF WORK: f) 'J:Yav) ~0/V;YlY I w;ryjO\SJS (;?l'rofct/ ~ 1l)t:Jlb)
BUILDING SIZE: J.G:, X 0 . ;:) 015 Square x~"..t, rg Height ;::)t(SH'?)b cR:.Pete./
RESIDERTIAL:
COHHERCIAL :
ATTACH (2) PLOT PLANS & (2) SET
ATTACH (3) SETS OF BUILDING PV
PROPERTY SURVEY REQUIRED FOR A l
,~ BUILDING PLANS & (1) 'SET ENERGY FORKS.
; (1) SET ENERGY FORKS.
ZW CONSTRUCTION.
~UILDING
$
1175~
PERKI T:i.,,REOUESTED
Va}'<ltion of Total Construction
'RI.P.CTRICAL
AttP Service
Plorida Power Corp.
W.R.E.C.
-.JIECIIAI({CAL
$
Valuation .f Mechanical Installation
_PLUKBING GAS ROOF ~G
SPECIALTY
TYPE OF CONSTRucnON: ____Block _Fraae _Steel
Other
FI1IISHED FLOOR ELEVATIONS:
Fl' .
IS PROJECT IN FLOOD ZONE AREA?
YES NO
..........................................
rfg;)-~:r'l5 '
i
RmI.DER
CONTRACTOR SECTION
COM !',NY y~ 4 OY>')fnOY>)
~~ ~ Stale Cert. or Regist. .
City ,~ .~ '~ense Registration'
.....................*.. ;<'" 'It**..**.*****..*
Signature
'RI.P.CTRICIAR
COKPMd
State .eet. or Regist. ,
City J 'ense Registration ,
*.......**...*********...**.****..********
SilmAture
PLUMBER
COMPANY
Stat.., Cert. or Regist. .
City License Registration'
.*.*......*******.**.*******...**********.
Signature
!lECllARlCAL
COMPANY
St,,'i.e Cert. or Regist. #I
City License Registration .
.....**...*...*.***..**.****.**.********.*
Signature
OTRRR
COMPANY
State Cert. or Regist. t
City License Registration'
.****..**************.********..**~*.*.***
Signature
,>.
APPLICATION APPROVED BY
PERKlT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A.. . NOTICE OF DEED RESTRICTIONS
The undersigned understands tbat this pellit lay be subject to 'deed restrictions' which laY be lOre restrictive than City
regulations. !be ,undersigned assUles responsibility for coapliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas bired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by Jaw, both the owner and contractor laY be
cited for a .isdeteanor violation under state law. If the owner or intended contractor are uncertain as to "bat licensing
requiretents laY apply for tbe intended work, they are advised to contact tbe City of Zepbyrbills Building DepartJent, (8t3)
788-6611.
FurtbeIlOre, if the owner has bired 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 sign as the contractor,
you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wisbes you to sign
as contractor that lIy be an indication that he is not properly licensed and is not entitled to per.itting privileges in the
City of Zepbyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN f.AW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, bave been provided with a copy of "Florida's Construction Lien Law - HlIIl!OlIDer's Protection
Guide" prepared by the Florida Departtent of Agriculture and ConsDler Affairs. If the applicant is sOleORe other than the
"owner", I certify that I bave obtained a copy of the above described docUlent and prOtise in good faith to deliver it to the
"owner" prior to COIlenCeJeOt.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all tbe inforaation in this application is accurate and that all work will be done in cOIpliance with all
applicable laws regulating construction, laning, and land developaent.
Application is hereby tade to obtain a pellit to do work and installation as indicated. I cert~fy that no work or
installation bas COIIeDced prior to issuance of a pellit and tbat all work will be perfoIJed to !eet standards of all laws
regulating construction, City codes, loning regulations, and land developtent regulations in th~ jurisdiction. I also
certify that I understand that the regulations of other governaental agencies lay apply to the intended work, and that it is
If responsibility to identify what actions I lUst take to be in cOlpJiance. Such agencies include but are not litited to:
I Departlent of Environtental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater Treattent
I Soutblest Florida Water Managetent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t AllY Corps of Engineers - Seawalls, Docks, lavigable Waterways
I DepartJent of Health' Rehabilitative Services, Environtental Health Unit - Wells, Wastewater Treatlent, Septic ranks
t US Environtental Protection Agency - Asbestos abateaent
I also certify that, if fill IIterial is to be used in Flood ZOne "A" or "A,etc.", it is understood that a drainage plan
addressing a "COIpeDSating volUle" will be subtitted whicb is prepared by a professional engineer registered in the State of
Florida prior to pellit. issuance.
. 4 pertit issued shall be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall issuance of a pertit prevent the Building Official frot thereafter
requiring a correction of errors in plans, construction, or VIolations of any code. Every pellit issued sball beOOle invalid
unless the work autboriled by such pertit is c08l!nced within sillOntbs of issuance, or if work authorized by the peIlit is
suspended or abandoned for a period of sillOnths after the till! the work is cOBenced. One 90 day I!Itension of tite, IBJ be
allowed for the pellft with fee charge of '15.00. !he extension sball be requested in writing to the Building Official. An
approved inspection lUst be logged during each six IODtb period, or the project will be considered abandoned.
WAJUfIIfG ro OIRER: YOOR FAILURE. TO RECORD A NOTICE OF ClJDIEICEMm MAY RESULT II YOUR PAYIIG !VICE FOR IMPROVEMDTS ro YOOI
PROPERrY. IF roo IITIIID ro OB'AIII PIIIAIICIIG, COIISUL! WITH YOUR LODER OR All AnoRm BEFORE RECORDING YOUR IIO'flCE OF
mDlElCEMm'. JOBS OlDER $2,500 IN VALUE DO lOT NEED TO RECORD AID POST A MIOTICE OF COMHHICEMm".
s~~~ ~~:~ ~
StAB OF ~
coum OF ~S Co
The foregOing instrument was acknowledged
before me this r.2 - ~ , 19 -.!lZ.. by
IltAIlf.y AA/J/f#~~;V
~ho is personallY known to m~ or who has
produced
as identification and who did/did not
ta~ (1. ~-
(S'gna re)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC JAMES A. STONE .
Notary Public, State of Flonda
My comm. expires May 16,1999
CC 446560
STATK OF FLORI~
COUNTY OF f1t/Se.o
The foregoing instrument was acknowledged
before me this c;J ~ .y , 19 er? by
/J1~ry 4N'~~~.4~'-/
who is pp-rRonally known to me or who has
produced
as identification
take an oa
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
JAMES A. STONE
Notary Public, State of Florida
My comm, expires May 16,1999
CC 446560
j
~-
\ \,,\\, \1\\\ \,,\\ ,,\1\ \\'" \\\1\ \1\\1 \1\1\ \1\\ \,,\
97013898
Rcpt: 130825 Ree: 6. 00
OS: 0.00 IT: 0.00
02/07/97 Dpty Clerk
JED PITTBAI, PASCO COURTY CLERK
02/07/97 03:25p. 1PGof l.S22
OR OK 3694
" ~... ,f"
..'-,
,,']"1~
. .
_t="ICYr,'dg
?qsco
THB UNDERSIGNED hereby gives notice that improvement will be made to c~rtain
real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement:
1.
Description of Property: Parcel No.
to 1$ f)~
(Legal description
t;;..- ;2), -;2/ - 0010 - CJ 5!OO - 00"0
2.
General Description of Improvement
of the property and street address if available)
~C)feQ'" ~OlY\ ~\\~ IJJ/ V"~I
'\AJ ;",J~
O\'lner Information: Name C\eve.
1)W R~ ~y. l City
\-\;t ,
2€f~r~~\\5
3.
Address 3'ee.
Interest in Property:
State pL.
335fV
Name of Fee Simple Titleholder:
(If other th~n owner)
Address
City
State
4.
Contractor: Name~Y"5
Address J7"8;)'7 fj'hwl 61\JcI
A:J l? IY) \ Y) D YY)
City 2efhy)-h,'H~
State FL
33Slf /
5.
Surety: Name
Address
City
State
Amount of Bond: $
6 . Lender: Name
Address
City
State
7. Persons within the State of Florida designated by Owner upon whom
notices or other documents may be served as provided by Section
713.13(1)(a)(7), Florida Statutes:
Name
Address
City
State
~
8. In addition to himself, Owner designates
of to receive a copy of the
Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.
9. Expiration date ot Notice ot Commencement (the expiration date is 1 year
fr~mthe date of recording unless a different date is specified.) ~
Signature of Owner: 'yJ cd~ 4!. 7~
I _ ~/
Sworn to and subscribed before me this 7 rJ,,. day of
19 97 .
Notary Public: ~
MYCOmmi.ssionE~: - ,
d~
reg
JJ~#--
kY oJ-or ~3~' 7'1t)
JAMES A. STONE
NQt::-"/ Pl:lblis, State at F1efiEta
My colrlm. e)(~i(cs May 16, 1999
c:r, 44f\"f\n
,
,
ROOF OVER SYSTEMS
0.75"
r r ------
I--~
:-
L--~-~- W J
0.019" ALUMINUM COVER PAN OR CONTINUOUS
OR CONTINUOUS
'8 x 5/8" CORROSION RESISllVE
WASHER HEADED SCREWS AT 24"
D.C. ALTERNATE liB x 5/8" SMS
w / 1/2" DIAMETER WASHER:.
RIGID INSULA 1l0N
TYPICAL PANEL
NOTES:
1, INSTALL RIGID rOAM INSULAllON INTO ALUMINUM Roor PAN.
2, COVER INSULATION WITH 0,019" PROTECTOR PANEL WITH OVERLAPPING SEAMS.
3" INSULA TION. PANEL SHALL BE CLOSED WITH ALUMINUM END CAP TO SECURE PLACEMENT
AND TO DISCOURAGE THE NESTING OF WILDliFE AND OR INSECTS,
4, PROTECTOR PANEL WILL BE SECURED BY '8 x 5/8" CORROSION RESISllVE WASHEH
HEADED SCREWS.
5, SCREW PAT1ERN WILL BE 12" ON ALL PERIMETERS AND 24" O,C, FIELD ON EACH PANEL,
6. ALUMINUM END CAP WILL BE ATTACHED WITH (3) fl8x1/2" CORROSION RESISllVE WASHER
HEADED SCREWS,
7. SEAL ALL SCREW HEADS WITH CAULKING,
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUU'ANT
P. 0, BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767.4774
FAX # 1 (904) 767-6556
C COPYRIGHT. 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, F.E.
I
8
100
...
BAHR'S ALUMINUM & HARDWARE, INC.
37827 EILAND BLVD.
ZEPHYRHILLS, FL 33541
(813) 782-3513
Customer's
Order No.
N
A
.
.
1997
Date
A
D
D
II
.
.
.
~v rotA :L qw.~
~ 783 --779'1
SOLD BY
-:r:r==
I PRiCE AMOUNT
QUAN,
1.
2,
3,
<4.
S,
6.
7,
8,
9.
10.
11.
12,
13,
1<4,
IS,
Received I
By :'
I
I
t-
t---
I
I
Tax
14508
In case of claims or returned
goods, please present this bill.
$ 'I/750D
TOTAL
~~
PRINTED IN USA
JOB LOCATION
PARCEL I.D.' #
PHYRHILLS BUILDING DEPARTMENT
OWNER
oLV R- \) {t; y- < -- (j) i '(' e.-
SHOW ALL EXISTIHG &: PROPOSED STRUCTURES G~ING DIMEHSIOIIS &: SE'l'BACKS.
35
1&/
ALLEYWAY ACCESS FOR
GARAGE OR CARPORT -
15 FOOT SETBACK
'~~
f51~~P.
~~
U~~ILDINGS
MUST SHOW SIZE &
FOUNDATION INFOR-
MATION.
/0'
~ ~t.'
{cxbtl~
f/rJflJc-
{POl
~ I
FRONT PROPE TY LINE
(NOTE EXAMPLES 1 & 2) ~TR~
1. SETBACKS FOR R1, R2 ZONING
60'
2. SETBACKS FOR R3 ZONING
60'
10'
r-P E-
R X
0 I
10' P S 10'
0 T
S I
E N
0 G
20'
1 0'
10'
10' EXISTING 10'
PROPOSED
20'SGL FAH 30 'DUPLEX
1 0'
FR.ON"I' PROPERTY LINE
FRONT PROPERTY LINE
..
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/////////////////////////////////////////
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::;t<::
".,.,t;.,c
~:,!..: ELECTRIC
WIRE
- --
..
~ -
__ ..:>'!I
..... "ELECT, BOX W/WIRE
CLAMPS, MOUNTED
TO INTERIOR
SURfACE
..
~
~
"
3/4' OIA.HOLE
IN fOAM fROM
WIRE CHASE TO
BOX fOR WIRE
#820
#820
D
:8
D
II:
FRAME FOR SLIDING
GLASS DOORS,
=
===
SECTION THRU J" SCREEN ROOM
3"
ROOM
#8 X 3/4" HEX, TEK
SCREW w/ WASHER
#8 X 3/4" HEX, TEK SCREW
.\ WASHER @ 12"'__
~~(
o
..
!
I
T
I
'"
- ROOF
., PANEL
~ FASCIA
PANEL
GUTTER
DETAIL A
GUTTER SECTION
DETAIL B
FASCIA SECTION
I
~11" DIA. WASHER WITH SEALANT,
BY VINYL TECH, AND #10 S,M,S,
X 4" (4) PER PANEL AS SHOWN
I ON ROOF PLANS,
I
I
q....- =:t- 6
~#12
S,M,S,
DESIGNED TO WITHSTAND UP TO
120 MPH FASTEST MILE WIND LOADS
IN BOTH UPLIFT AND LATERALLY IN
ACCORDANCE WITH SBCCI REPORT
#8870
COpy AVAILABLE UPON REQUEST
/ (2) 1/4" DIA. REDHEAD WEDGE
ANCHORS WS-1432 @ 6" C,C,
(1) 3/16" TAPCON BTWN COLUMNS,
3/16" TAPCONS @ 24" C,C, ON SIDES
OF ROOM AND (2) AT COLUMNS,
MIN, DEPTH INTO CONCRETE SLAB
MUST BE 1,5"
''-~~'12 ,."'
....
..".. ,., ~. 4 . ~.
- ,,' .4
· , · 4
DETAIL C
VERTICAL SECTION THRU
SCREEN ROOM WALL.
3"
ROOM
-
ADJUSTABLE
WALL MOUNT
'"
EXISTING
STRUCTURE
-=..:t
\
ADJUSTABLE
WALL HEADER
===
=:J::I:
=-=
SCREEN ROOM
wi ADJUSTABLE PITCH
SCREEN ROOM w / RIDGE BEAM
.
2" & J" ROOM
/ /..ROOr PLANS/ / / / / /
///////////////
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I REF,
SPAN
I I, ..8' w.x. J I I CHARTS,
I I (Sf[ NOrr) I I I J
I I I I I
I I I I I
-1 0_ 0 0 0 - - - 0- ;- D o-To -0 -0 -; t
...J ______:....1.:___
CD
& 12" 1Z. 12" &
TYP, INSTALLATION
GUTTER FLAT TO WALL AT FRONT
FASCIA FLAT TO WALL AT SIDES
GUTTER 2'-6- AT FRONT
FASCIA Fl.AT AT SIDES
(SEE DETAILS)
(2)
l
~
2"
I
IT
'I
I L~ ..
~ EXfQ70
2,'0
---------- sooos roll /BOI ----.-.-.
i1WN AXf5 PRJN. ~
('1,) (lI.JR I lINR)
JlOIICNT$ '" NCR1"/k 11/.11 0.01$4 O.02J2
Iw 0...105 a.~
~ OF GYRA~ d 0.4000 0......9'
1Y O.J(}1' 0.2208
om>clJC n8RC,' . a,7S88 0. ,g.,
C 0.8921 O.a780
------..-- SOlJDS rOR ,,,. -------..
"f." l";f$ (::::'/:,1,,)
itIOJrt€HTS OF IN(R1'M: ~ o.~.2S 0.5/11'
Iw 0,817"" 0.02928
.~LlS '" c;r1Wl()lt g O..2~ 71 ',07164
11 (,0716-" O.2~46'
OORGIE n~ . 1.60101 0. 75.J04
C ..75710 '.60781
CD
u
r./.
I
oI01JCNI'S OT IN<AA4: 111I 0.9~'1
Iw ',..362'
IWIUS OT C'fFI/lTlOlt .. I,.782f
yy ...2514
f)(TRCJJf ~ 0 1.'1210
C 2,JJ88J
PRfN. .vrS
(""'/_)
e,,,-
'.21J94
1.U11~
0.7'829
1.0072J
1.71>>4
-"
-
oJ
3 4
C
J
::a::
~
~
~'1
I
Number of compMent areas:
.." ......".....t" ........" .....t
-
Area'" 0272795 in"2
-----..-.. SOlJDS rOR ",7 _n_____'
"f/ l"':r (:::/:1,)
Centroid '"
9,192458, ],376196 in
0.020361 in"4
14.871007 in"4
0,170174 in"4
23.212474 in"4
O,1905351n"4
38.083480 in^4
- 0000567 in"4
18.496399 in" 4
0,273202 in
7.383325 in
0,789820 in
9,224494 in
0.170176 in"4
0,020359 in"4
l,J76QO
.._7J
!,2....
0.88021
1.""'0
Z.",J80
lIOlICNTS OF HCJmI< 111I f.OJJn
W f.0114-'
IWJIlJS OT GmA~ .. !.I2171
yy t. '4281
f)(TRf)It nBRE: 0' .Q~J8t
C 1.Jt'70
Ix~. =
I. X '"
,'y,/, ::s
yy '"
'o5'S17
0._
f,JSt'1
......',
1.0949'
2.8.285'
Jz '"
Jz' '"
Pxy "
P~ y' '"
rxx =
,XIX' =
ryy, "
ry y '"
~~.'r'.b.;r..~t.;~~~r.n.;~t.~~;as: 1000
Imax "
Imin :I:
-
Area'" 0,566080 in^2
Centraid '" 20,371189, 13,074018 in
f)(~. =
Ix x '"
Iyy, '"
1y Y "
Jz =
Jz' '"
Pxy "
Px y' '"
rxx =
nc.')t' :&
ryy, '"
ry y '"
lmox :::::::I
imin '"
r.o
~
~
~
LEFT SIDE WALL
t4)
~
~
~
"\V
----
----
2"
I
,
,),(
REF.
SPAN
CHARTS,
2'- 6'
~
0,517419 in^4
97,256931 in^4
0.517419 in"4
235,400370 in^4
1,034837 in"4
332657301 in"4
-0.023451 in^4
150,742501 in"4
0,956053 in
13,107546 in
0,956053 in
20.392227 in
0,540869 in"4
0,493968 In^4
Principal axes angle af rototion '" 0,000000
20,371 I 89.13.074018
22,017754,13,074018
20,371189,14, 720583 r
22.054004,13.037768
20.371189,1056833 -1.000-'"
0.072500
0,000000
21, I 944 72, 13. 07401 8
21.194472,13.074018
1.450
1 V.T. 8902
I. 1.450 -~
L
........
. .: ~. W;-:' ~.
: tiTif.i~:
'S Vj~.v"..~
."..". "
OJ.":','''~ ..
I
EXPOSED
1
2'. @ 1 @)
I-:1Eo DH~f~ 0 ~~(O
-1 It,. j
I 2.l0 I
~j
fC>O
.000
11
1
I
1000
i
Eh
I
....
I
~n
J.:rEO
j
@
1.75
Principal axes on91e of rotation '" 0,00??oo
9,192458.7,376196
9.947866,7,376196
9,192458,8,131604
9,960366,7,363696
9,192458,8,144104
0025000
0,000000
9,570162,7,376196
9570162,7,376196
[--2000-1
l V.T. 8900 I}
~
Number of component areas: 1000
.............t...... ...........
-
Area'" 0355822 in"2
Centroid = 179,275344, 65,272325 in
!)(~ I =
I. x =
I)'y "
Iy y' "
0049063 in"4
1519891615 in"4
0,320715 in~4
11407.779547 in^4
Principal axes onqle 01 rototion '"
179,275344,55.272325
180195010,65272325
179 275344.66,191991
180 210635,65 256700
179,275344,56.207616
0031250
0.000000
179,735177,65,272325
179,735177,65,272325
Jz ~ 0369778 in"4
Jz' = 12927,671162 in^4
pxy = 0012581 in"4
P. y' = 4163,744371 in"4
IX~ '"
r )(1)1:' ==
ryy, ~
ry y =
0371330 in
65356646 in
0.949387 in
179,053992 in
0321296 in"4
0.048482 in"4
1 V.T. 8898~
Imax =
Il1'Iin '"
\1
17\
.~
- ...
4
3
,5
,4
-
RIGHT SIDE WALL
J
~
,.
-
4
.3
...
V ELECl, lliCT~&~O~RKBI:~~~~~ BEl'H( ~~f E~~R J~
:U~ NA1lO1W. ElECCTRIC.'l. CODES -'S WELL 4,ou lCOl. CODES,
,5
,\4
~J~ ~~"l:1
ONlY, TO BE USED FOR V,T. SCREEN ROO"'S
4
4
5 3 4
5
3 4
---
---
"\ ------., ~
----- -----
J
c ____, ____
---- ~
-~ ~ ~
(~5)(Vcp
\/
7\
\/
V\/
4
3
2
------
---
----
\ ---
SECTION THRU 2 I' SCREEN ROOM
&
J"
ROOM
I
I
I
I
~
I I
I I
,r
I
6-
A
~
,Ai
,),(
,Ai
,Ai
,Ai
r---------------,
,
TYPICAL FRONT ELEVATION
.
SLOPE
...
I
I
,Ai
,Ai
,Ai
r----~
/ ,
TYPICAL SIDE ELEVA nON
//////////////// //////////)/;/V//
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
h- - - ..L - - _1- - - ..l. - - - I-
o 0 0 . 0 0 0 0 0 0 0 01
REr,
SPAN
CHARTS.
J
48' MAX, WIDTH
(SEe NOTf:)
Q)
FASCIA Fl.AT ALONG
FRONT AND SIDES,
NOT[:
WHEN USING TOTAL ROOM
PACKAGE MAXIMUM PANEL
WiDTH IS 48>>,
" I I I I I
I I I I I II
II I I AI ~ II
II I I I I I
II I I I II
I I I I I I I
1/ I I I II
I I I I I I I
I I I I I II
I I I I I I I
I I I I I II
tl-- - +- - - -1- - - + - - - 0
-- - T - - -1- - -,- --
I I I
I I I
REF.
SPAN
CHARTS,
NOTES.' 1) CALCULATION TABLES iNCLUOE A JJJ;f
iNCR[ASE FOR SCiSMIC AND WINO CONDITIONS,
2,) 80LTED CONNECTIONS
STEEL BOLTS USfO WITH ,oiL. STRUCTURES SHALL 8E ALUMiNIZED
HOT DIPPfD GALVANllfD/.. ZiNC PLATED, ELfCTRO-GALVANIlfD, DR
STAiNLfSS STEfL iN ORuER TO PREVENT GALVANIC CORROSION
THAT WILL RESULT FRO/J DIRECT CONTACT 8f.T'NEfN STEEL AND
ALUMiNUM,
J.) ALL DATA 1$ CAL euI.A TfO FOR EXPOSURE .c'
AS DEseR/8fO iN THE AS.C.E. HAN0800K ANSllASCe 7-88,
WARNiNG; THESE CALCULATIONS AND TABLES ARE INTENOfO AS
MINI/JUM GUIDELiNES TO NORMAL <k PRopeR iNSTALLATiON
ANY VARWlCES /JUST BE REV/fWfO 8Y A RfGISTeRfO
PROFfSSION/IL fNGINfER,
Number of component oreas: 1000
............................... ...............
ALL COMPOSITE PANELS CAN BE USED IN ANY
OF THE FOLLOWING: ROOF-WALLS-FLOOR,
10 20 25 31 40 50 55 70 80 90 100
P,$.F. P$.F. P.$,F, P,$.F, P,$.F, P,$,F, P$,F, P.$,F. P.$.F, P.$,F, P. $, F,
6. = L/BO
Area = 0.324668 in"2
3 iN, 1# FOAM 15' IJ'-,. 12'-6' 12'
0.019 AL,
3 iN, 1# FOAM 16'
0,024 AL,
3 IN, 2# FOAM 17' 16'-6' 16'
0,030 AL,
4 IN, 1# FOAM
19'-2" '6'-10 16'-2" 15'-7" 14'-5" 12'-5. 12'-2' 0'-11 g'-IO" 8'-8" 7'-6'
0,024 AL.
4 1~,'Ogt fEAM 20'-5" 111'-10 111'-2' 18' 16'-10 14'-8.14'-5' lJ'-5. 12'-4' "'-2 9'-8'
6 IN, 2# rOAM 29'
o 030 AL.
6. == L/120
3 IN. 1# FOAM 14'-6" !J' 12'-2" 12'
0,019 AL.
J IN, 1# FOAM IS' !J'-4' lJ'-" 12'-2' ,,'-'' 8'-1f 8'-"
0.024 AL.
3 IN, 2/ FOAM 15'-7" 16' 15'
0,030 AL.
4 I~~o;! rEAM 18' 16'-" "'-8" ''''-7" IJ' 10'-6" 10' 8'-5' 6'-"" 4'-2" 2'-"
4 IN, 2/ FOAM 19' 1 I 19'-2' IB' 16' 10 1 '5' " ., g' 6'-8"
0,030 AL. - - .. - 10 -I 11 -10 - "'-6' 2'-2"
6 I~'og~ rEAM 28'-5" 27'-6' 26'-4' 24'-6" 21' IS' 14'-1' 12'
/:J . J. ,125 TUBE
SPANf$j- P$,F,
(VeRT
H[lGHT
12,000
18,000
24,000
30,000
36,000
42,000
48,000
54,000
60,000
66,000
72. 000
78.000
84,000
90,000
96,000
102,000
108,000
114,000
120,000
11'
g'
8'-8'
Centroid = 4,967281, 7201289 in
()(~ I ::::
Ix x =
Iyy, "
Iy Y =
0,065847 in"4
16,929516 in^4
0,220019 in^4
8,218756 inA4
0,285856 in^4
25,148272 in"4
0.003312 in"4
11,616954 in"4
0.450.348 in
7,221087 in
0,823209 in
5031336 in
0.220090 in^4
0,065776 in^4
14'
8'
7'-6"
IJ'
IJ'-6'
12'
Principal oxes angle of rototion =
4,967281,7.201289
6,057342,7,201289
4,967281,8,291349
6,076092.7, I 82539
4,967281.8.310099 _ 2,000
0,037500
0,000000 ~
5,512311.7,201289
5.512311,7.201289
0.000000
IS'
,..'
12'-"" 12'
Jz =
Jz' '"
-..
P,y =
P, y' '"
V.T. 8901 ~
fi J
2.100 -J
5'-1"
28' 27'-6'
25' 2"'-7 19-7"
Ig'
18'
16'-6'
IS'
IJ'
rxx "
fX')(' ==
ryy, '"
ry y =
~
L
CONSTANTS:
E . MODULUS Of e/.i.STlCrrr
OF WoTE:RiAL,
S . ULTlWoTe COMPRfSSM
STReNG TH,
VARlABLfS,
L . SPAN iN INCHES.
r - RADIUS or G'r'RJo TiON
I . I.IOMENT OF INeRTiA
p " UlT/WoTe UNIT LOAD
10'
6'-8-
Imo. '"
Imin '"
Number of component areos: 1000
............................................... .
,..'
10'-1" 9'-10'
K . 0.0001
SLeNDERNeSS RA TIO . JO,64J5
p. 8712,51 P,S.I.
P . 60.50 p.s,r,
0.0001
45,'9'8
71121.n P.S.I.
55,0' ps.r,
NOTES:
I ALL READINGS TAKEN UNDER LOAD
2 UNIFORM LOAD PSF ( POUNDS PER SQ, FT, )
J ALL LENGTHS WERE A RESUL T OF DIRECT TESTING
AT M.T.L. OR BY USING TEST DATA IN CONJUNCTION
WITH INFINITE ANAL YSIS CALCULA TlONS,
4 DATA TO BE USED FOR V, T. PANELS ONLY
5 FOAM ALSO REFERRED TO AS EPS
6 PAN[L CONNECTION INCIDENTAL TO SPAN
7 FOR GREATER SPANS, CONTACT V. T,
ALL COMPOSITE PANELS CAN BE USED IN ANY
OF THE FOLLOWING: ROOF -WALLS-FLOOR.
5/8" E,P,S, ,& 6 5/8" E,P,S, WITH (2) 15/32 O,S.8, LAMINATES
12'
Area = 0.596581 in"2
L .
I.IOMfNT OF INfRTiA x-x
I.IOMfNT OF INeRTiA x-x
RADIUS OF' G'r'RJoTlON x-X
RADIUS OF' GYRA TION Y - Y
2 n ROOM
/ / // / / /~/ / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / /.
l~~~
V\I
______n__ SOlDS rOIl /'18 --------.
loIN< MD PRfN. MD
(. I J/) (1oIJII 11iNR)
" ..,-"
-r- .....<.' I ~ROUT HOlE III
<<"-.. _ '>J ..;;"~. ~ INTERIOR SURfI'CE
~ :.....--'- I ~:~,' at FOAIoI Of PANEL
.-- ~ '.,"..~..~, FOR BOX.
~ ... i ... .' ':"" RECEPT, OR SWITCH
, I i;~<h::
J!~ ~ >I /~\':"::
~ II :~:~:'f""
~- '...,,'.
.... --Elm, BOX W/WIRE II ~;~..:~i
~~~R~~NTEO I :}~::':::
SURfACE .' ,'~' ,.
II >..~::.\s ~,ftUI~INUII DPA"'OCR
~:. ;~;~,.;f CHl.NNEL
. '. ~.... .~"
.........,'"
3/.' OiA.HOlE r:l.. 't; ';;' El!CTRIC
::rR~~~~O~a w;......:: WIR[
BOX FOR WIRE .......... -.::D
Centroid '"
8,699478, 11,378232 in
0356563 in^4
77,581732 in^4
0,392591 in"4
45,558735 in^4
0,749154 in"4
123,140467 in"4
0.032074 in"4
59,084444 in^ 4
0,773096 in
11,403681 in
0.811214 in
8,738787 in
7'-7' 5'-2' 2'-10 1'-2'
I)(~. =
I. x '"
Iyy '"
Iy y' =
Principal axes ongle of rotolion '"
8,699478.11,378232
9,678203,11,378232
8,699478.12,356957
9,703262,11,353173
8,699478.12,382016
0.050118
0,000000
9,188840,11,378232
9,188840,11,378232
0,000000
g'
5'
J'
6. == L/180
~T, 890~
J'- 10'
Jz "
Jz' =
0.000000
3 IN, 1# FOAM
0,019 AL.
3 IN, 1# rOAM
0,024 AL,
3 IN, 2/ FOAM
0,030 AL.
4 IN, 1# FOAM
0,024 AL.
4 IN, 2/ FOAM
0,030 AL.
6 IN, 2# FOAM 28'
0,030 AL,
6 IN, 1/ rOAM 25'
0,030 AL.
2'-10 1'-2'
"'-5- 10'-5' 9'-8' 8'-11"
7'
..'
Pxy =
Px y' =
12'-8.
12'
10'-2'
9'-7' 7'-2' 4'-2' 4'-1'
V.T, 8901
~ fi
g'
rxx =
rx')(' ==
ryy, '"
ry y '"
NOTES
16'
14'-2' IJ'-" 12'-5' 11'-8
9'-2'
V,T.8900 " Y,T, 8901 Io4UST BE BOlTEO
TOGETHER WITH 18 TEK 0 ~, OF 6'
FRQll (,ACH END 2.' 0, C, BOTH SIOU,
15'-1" 14'-5. IJ'-10. 12'-7' 11'-/0 9'-5' g'-I'
Imax =
Imin =
0,411364 in"4
0,337790 in"4
1'-' .
Ig'-2"
17'
15'-8' 14'- 10
,..' 9'-10" 8'-10' 7'-1' 4'-10. 2'-'"
24'-6" 2J'
2' '-6" '8'-5" 12'-6" 11'
9'-5' 5'-6"
J'-6'
, '-5'
18'
2. '-S' 20'
15'-5"
10' 10-'1'
9'
5'
. ~.T.89Jir
- --
/#8 X 1/2 TEK @ EA.
2" POST & 6" O,C,
BOTH SIDES AS SHOWN
f-
6. =< L/240 PER B,Q,C.A. SEC, 1604,5,5
3 IN, 1# FOAM 9'-8' 8'-10' 8'-2. 7'-7' 5'- I 1 J'-5' J'-5"
0,019 AL,
3 IN, 1/ FOAM lO'-g. '0'-2. 8'-8' 8'-2" 6'- I' J'-5' J'-5'
0,024 AL.
3 IN, 2# FOAM IJ'-5- 12' 17'-1' 10'-5' 10' 7'-8" 7'-6'
0,030 AL.
4 IN, 1/ FOAM IJ'-l" 12'-J' 17'-1' 10'-8' g'-4" 8' 7'-7' 6'-5" "-4"
0,024 AL. ~ 2'-5' "-0"
4 I~:o~~ rEAM 15'-J' 14'-4' 1]'-4' 12'-7" 11'-9' 8'-4" 7'-5' 5'-0" 4'-2' "-7' If"
6 I~:oit rEAM 2J'-8" 20'-9' Ig'-S' 18'-J' 15'-8" 10'-7" g'-J' 8'-" 5'-/)' J'-O" 1 '-J'
6 I~:oj~ rEAM 21'-J" 18'-J' ". 15'-J' IJ'-2 8'-5" g'-J" 7'-5" 5'-" 2'-4' 1'-0"
SEE EXTRUSION NUMBERS
-.J ~
bi.T.
"
..
8901
~
NOTE:
IF' EXT, 18900 &- 890' ARE SCREWED
TOGETHER AS PER INSTRUCTIONS
OR WHEN [XT, /8902 1$ USfD
AS CORNfR POS T,
2"
ROOM
48" x 3
F"/ #8 TEK SCREW @
12" ole
I
.....
,
I ____ 1" DIA. WASHER W/SEALANT,
~........----: BY VINYL TECH,
I ON ROOF PLANS.
I
K -
SLeNDERNeSS RATIO .
p -
p.
J5,ooo I~,
1,9840 '.'1.
1,9840 iN.
1,1748
1.I1'B
l .
MOMENT OF INeRTiA X-x
MOMfNT OF' INeRTiA X-x
RADIUS Of GYRATION x-x
RADIUS OF' G'r'RJoTlON Y-Y
55,000 IN, 4
0.4061 IN,
0,31107 /N,4
0.8065
a,711U
65.32
64,51
53,42
6208
60.50
58,75
56.84
5482
52,73
50,60
48,45
4632
44,27
42,16
40,15
38,23
36.38
34,61
32,92
AF9800 <k AF9801
Jt~!tt p, $, r.
HeiGHT)
12.000
18,000
24,000
30,000
36,000
42,000
48.000
54,000
60,000
66,000
72,000
78,000
84,000
90, 000
96,000
102,000
108,000
114,000
120,000
64,54
62,84
50,51
57,95
55.01
51,90
48,72
45,55
42,47
39,51
36,71
34,09
31,65
29.38
27,30
25,38
23.62
22,01
20,53
48" x 3 5/8" E,P,S. WITH (2) 15/32 O.S,B, LAMINATES CLEAR SPAN LENGTH
I
b. - L/240 10 " 20 25 JO J5 40 45 50 55 50 65 70 75 80 85 gO 95 100
- p,S.F, p,$.F, P,S.F, P,$.F, P,S,F, p,S,F, P,S,F, P,S,F, p,S,F, P,S.F. p.S,F, p,5.F, P,S,F, P,S.F, p,s,r, p,S,F, p,S.f, p,S.f, P,S.F.
~,6lf- //;!l~~8 2'-6 2'-0 "-5 "-0 0'-6 0'-0 9'-6 9'-0 8'-5 8'-0
I
~o....-I '--F-0
-- -----#12 S.M.S.
DESIGNED TO WITHSTAND UP TO
120 MPH FASTEST MILE WIND LOADS
IN BOTH UPLIFT AND I),TERALLY IN
ACCORDANCE WITH SBCCI REPORT
68870
WALL SECTIONS NOT TO EXCEED
54- X 96" . .
i
-,.-
...
I
c
II
I
48" x 3 5/8" E,P,S. WITH (2) 15/32 0,5.8. LAMINATES CLEAR SPAN LENGTH
b. = L/360 10 " 20 25 JO J5 40 45 50 55 60 65 70 75 80 85 90 95 100
p,S.f, P,S,(. p,S.f. P,S.f, P,S,f, P,S,f, P.S,(, p,S.f, P.S,f, p,S,f, p.s.r, p.s.r, P.S,F', P,S.F. P,S,F', p,S,F. p.s.f. P,S.F. p,S.r,
3,625' 2,,(FOAM J' 6 2' 6 2' 0 " 8" '0' , , , , , , . . , . ,
2 fA, 15/320S8 -;- - - - -4 1- 0-60-0 -109-8 9-5 g-4 9-08-88-6 8-4 8-0 7-0 5'-0
DETAIL #1
FASCIA SECTION
48" x 6 5/8" E,P.S, WITH (2) 15/32 O.S,B. LAMINATES CLEAR SPAN LENGTH
/:). = L/360 10 " 20 25 JO J5 40 45 50 60 55 70 lS 80 85 90 95 100
p,s.r, p,s.r, p,s,r, p,$.F', 1',$.(, p,$.F, 1',$.(, P,S.F, P,S.F, P,S.F, p,S.r, p,S.r, p.s,r, p,$,f, P,$,f, p.$,r, p,s.r, p,s,r,
~,5t.~- 1~~f/~~fj'2'-8 "-82"-6 "-220'-019'-919'-0 18'-217'-2 15'-6 15'-2 '5"-6 '5'-1 14'-8 ''''-2 J'.10 12'-0 10'-5
~ ~/progreSSiver:LASSteChnOfogy
-.Iocfw.. '" O,rJIll ....~ ~ ikNl<<!nIllI Slm.rl . 0..1.. i100I iItldowo
Prod, Category: Iseries/;~:el;3" Item: I Sheet: 1 OF' 2
...
.J
#8 TEK SCREW @
12" ole \
.I.
!
'. 11
ELECTRIC HAS ONLY BEEN SUGGESTED TO BE INSTALLED AS PER 'DWG. .
ALL ELECTRIC.Al WORK SHALL COMPLY WITH THE LATEST EDITiON OF THE
NATIONAl. ELECTRICAL CooES AS WELL AS ALL LOCAL COOES,
ONLY TO BE USED FOR V,T, SCREEN ROOMS
ROOF
PA
~U\~
'" ADJUSTABLE
ADJUSTABLE RIDGE BEAM
WALL HEADER
////////////////
I I I I I-
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I CQI I I
I I "'il I I
~~---~---'- --~--~
10001 0 0 0 I 0 0 0 I 0 0 0 I
~ IIIII
f /FOR SCREENS. REFER TO
V CHART # 1 FOR 7 PSF AND
AND CHART H 2 FOR CORRECT
/ SPACING OF VERTICALS USING
HEIGHT AS THE CONTRIBUTING
FACTOR
8'- O'
M .x;
I _- FOR GLAZED UNITS, REFER
__ :---- TO NOTE # 2 USING ONLY PGT
-r UNITS, ALL CAN BE REFERENCED
I TO TEST DATA # L-45557 MTL
i AVAILABLE UPON REQUEST
,Ai ,Ai
APPROVED CAULKING MUST BE
USED AS SEALANT BETWEEN
SILL EXTRUSION AND CONCRETE
ELEVATION OR DISTANCE
ABOVE GRADE TO BE IN
A ACCORDANCE WITH LOCAL
BUILDING CODES
/_ 4" CONCRETE SLAB -
6 X 6 - 10 X 10 W,W,IJ"
1 0- X 16- FOOTiNG W/(2)
I ~ #5 CONTiNUOUS
\).I~'
12" (IN VA. TO
, fROST LINE,)
.....
(2) 1/4- DIA. REDHEAD WEDGE
ANCHORS WS-1432 @ 6" olc
(1) 3/16" TAP-CONS @ 24" o/e ON
? SIDES OF ROOM AND (2) AT COLUMNS,
/ 6 MIN. EMBED, INT.o CONC, SI),B MUST
BE 1,5-. '.
-- t-
~-- - # 12 S,M,S,
f
4'
L
/
. . '. '. . ,".' --,
· .: :" ,.~4 ,," J
8"
(12')
(FOR VA.)
1
I-- 12"-~ ~(2)
#5 REBAR
:#
". .'
4'
..~, :'
. I ./ .'~'.: ,"~ '" ,..If: ...........
, '.', ',',' ~~:'
",~~' . :":'~'~~"< :'~
l
T
,
I
2" & J" ROOM
DETAIL #2
GUTTER SECTION
, . ",. .
'. .
, i'
, .. ..
l/60
fOR SCREEN ROOMS, CONCRETE SLAB MUST BE A MIN. OF 3,5>> AND 2500 (3500 fOR VA.)
P,S,I.,AN APPROVED VAPOR BARRIER, A MIN, OF 6"X 6"X H 10 WIRE MESH
ON A VEGETATION fREE SOIL BASE,AND REMOVE AND REPLACE ALL DELETERIOUS
MATERIAL WITH GRANULAR FILL COMPOSED Of 95% PROCTOR.
ALL GLASS ENCLOSURES MUST HAVE A MIN, OF 4". 2500 (3500 fOR VA.) PSI CONCRETE
SLAB WITH A MIN, OF a"x 12-(12- x 12" FOR VA.) FOOTER AND REBAR AS SHOWN,
SLAB MUST ALSO MEET SCREEN ROOM SPEC.
NOTE: ALL LOCAL, STATE,AND NATIONAL CODES MUST BE IN COMPLIANCE
.'
'.
.
DETAIL #3
VERTICAL SECTION THRU
SCREEN ROOM WALL
2"
3"
ROOM
&
NOTE: Caulk ALL Joints, Edges, & Fasteners
Adjustable Header ReceiveA
,3",4",or 6" Roof Section
Adjustable Wall
Adjustable Gutter
Receiver
~
~T I
~~
~
Adjustable Fascia
110 , ." or 1'0 M 4 '/
Hex Hd. with Neoprene Wosh
8c SMS Cop Nut 0 14' O,C,
""
~
--~" r
~~
-
.--~
------- ~
J
~~
~~
"
------------,,:::::-...
~ -
-Closure I _____ ~ .-.......
Adjustable Corner ~ __ ~~
i-"~ ~ ~~
- -:::: ~~
~~~_ ~_l~"~-..... ~ Mol. Rooo''''
~ ___ ---. . --- .....- ~~.-- Femole Receiver
'--Subfran'1e Receiver
15 . 3/4' He.
Washer Hd. TEl< Screw
<0 12' O.C,
r-
/ #8 TEK SCREW
@ 12" ole
.: /./3/16- TOGGLES OR
, /lIi'~ 3/16>> TAP-CONS @,12"
/ ~~ C,C, FOR CBS, BLO"G,
\ . / C,B,S.=CONCRETE BLOCK
~ I"/ /STUCCO CONSTRUCTION,
,. /
Existing Deck or Foundation
J[
'1"4 lC z" Topcon <Concrete) or
-1'10 1If 2'" HUi Woshe, Hd. Screw
o ." Irom ~O, ~nd &c 1.' a,c,
Floor Receiver
SECTION A-A
2 II ROOM
Revisions:
OVERHANG
2'- 6' WIABOVE
--.l SPAN TYP.
@
FASCIA OVERHANG 2'-6- AT
FRONT AND "-6" EACH SIDE,
Material:
lossificotion:
ALUM.
THE INFORMATION, OESIGN OR DATA CONTAINED HEREIN IS
THE EXCLUSIVE PROPERTY OF VINYL TECH, INC, AND 1$
CONSIDERfD CONFIDENTIAL AND PROPRIETARY NO PORTION
OF' THIS DOCUMENT MAY 8E USED OR REPRODUCEO IN
ANY FORM WITHOUT THE EXPRESSfD WRITTEN PERMISSION
OF VINYL TECH, INC,
rown 8x:
R.~.
Revised By:
PATIO
Dote: 3/8/95
Dote;
DeScription:
2"
3"
&
::;cale:
N.T.S.
VendOr No.:
SURFACE BURNING CHARACTERISTICS
OF V,T, COMPOSITE PANEL
,. 2" 3' 4"
MOM. Ma~, Ma" Ma~.
flame Spreod 10: 10:: 15::: 15:::
Fuel Contributed - Non Determinable-
Smoke Developed 130% 130:% 130%:% 130U:
· Insialled in 0 thickness, or stored in
an effective thickness, os indicated,
lar 0 density of 1,0 Ib/f'
= flame spr~ad ond smoke developed
recorded white material remair,ed in
\he originol test posi\ion.lgnitian 01
molten residue on the lurnace lIaor
resulted in flome \ravel equivalent to.
calculated 110m. spread classification
of 15 and smoke developed clossilication
of over 200 ,
:: flame spreod ond smoke developed
recorded while moteriol remained in
the original test position.lgnition of
molten residue an the lurnoce 1I00r
resulted in Ilome trovel eqi.llvalent to.
calculoted lIome spread classification
of 70 and smoke developed classification
of over 450,
... nome spreod and smoke developed
... recorded while molerial remoined in
the ori9inal test position,\9nition of
molten residue on the furnace floor
resulted in flame travel equivalent to
caltuloted f10me spreod clossificotion
of 850nd smoke deveioped classifica\ion
of over 450.
Typical "U" Values RooI Systems
EPS OR
EPsICO/JPOSJTE
C FACTOR
10 ,OS ,OJ
.090 ,047 ,029
,077 ,04J ,028
,072 ,042027
,087 ,048 ,029
,08J ,045 ,029
DECK TYPE
METAL OCCKS
POURED GYPSUM (2 1/2)
LIGHTWEIGHT CONCRETe
(2 '/2)
STRUCTURAL CONCRETE (..?
WOOD (NOMINAL I")
NOTE: CALCUI.ATIONS BIoSED ON ASHRAE HANOBOOK
PROCCOUReS AND ASSUME WINTfR H[AT FLOW CONDITiONS,
THERMAL EFFICIENCY EPS ROOF' INSULATiON
THICKNESS R VALUE C fACTOR
2' 8,J ,12
2 1/2" '0," ,10
J' 12,5 ,08
J 1/2" IH ,07
..' '5.6 06
5' 20,8 .05
6' 25,0 ,0"
8" JJ2 OJ
NOTe: VALues BASCO ON THfRIML CONDUCTIViTY
(K) OF 0,24 AT 40 r ME:AN TeST T[!JPeRATURf
FOR NOMINAL ',0 Pef DENSiTY EPS,
~H3~
<v~ NHH...-7~/
~~~~%.
vi(!V(2"/", ~'€
o ~ N- o(~~ ~
~<<" ---~~~<< ~
Po ~o{n3 ~
~O.:i'-~()\ ~
,~~
~^---
SCREEN
ROOM
;;Ize:
Drawmg Na,:
VT1692-1D
Rev,:
/.
POL YS7YRENE
" ., I,,'
. \ ~ ,
.:.;....: '"
. ','>
,
I
4 1/2"
OR
6 1/2"
~
\
\
O.S.8. DECKING
DOUBLE
2 x 6 LUMBER
FIGURE A - SlOE VIEW
Lu
~
2
t)
::::J
g:
!.I)
()
~
~
!.I)
><
l.;j
'"
DOUBLE
2 x 6
FIGURE C - SIDE VIEW GROUND LEVEL
EXISTING
ROOF
EXISTING
HOUSE
4" CONC.
SLAB.
L
12" ;"J ,,'
,"
II
II
II
II
C~
II
II
II
CHECK WITH SPECIFIC 1 I
BUILDING DEPARTMENT~. ~
FOR FOOTER REQUIREMENT --C ~
MIN. = 2.4 K
2"x4 "x{J" tG. .
NAIL CLEA TS.
II
II
II
II
C~
SIDE ELEVA TION
BEAM EXTENSION
FACE w/ALUM.
TO MA TCH
FLASHING
DOOR
~
I
II
II
II
II
c:~
EXISTING STRUCTURE
Il~
3/4' J l---
-'--
/./ / I \
I r - - - .:..../- -
(- /- ,.-',
\ I \ I ...... ,,' \......
/1" / / ./
\ I / ,,/ ....... /
I
FIGURE B
- '-- ===----------
---;;. '-.......
LUMBER
~
SECTION 01001 STANDARDS
ALL WORK SHALL BE DONE AND CARRIED ON IN ACCORDANCE WITH ALL
GOVERNING (FEDERAL, COUN7Y, TOWNSHIP, C17Y, ETC.) AND ACCREDITED
AUTHORITATIVE AGENCIES AS LISTED IN THE APPENDICES OF BUILDING
OFFICIALS AND CODE ADMINISTRA TORS INTERNA TlONAL, INC. (BOCA)
CODE, LA TEST EDITION.
SECTION 01002 - REQUIREMENTS
A. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL
EXISTING CONDITIONS A T THE SITE OF THE WORK, PRIOR TO
BEGINNING WORK AND SHALL BE RESPONSIBLE FOR THE SAME.
B. THE GENERAL CONTRACTOR IS TO NOTIFY ARCHITECT/ENGINEER
IMMEDIA TEL Y IN WRITING IF EXISTING CONDITIONS INVALlDA TE THE
DRAWINGS OR WHEN QUESTIONS ARISE REGARDING THE INTENT
OF THE DRAWINGS.
C. THE GENERAL CONTRACTOR IS TO SECURE ALL NECESSARY
PERMITS AND CERTIFICATES OF INSPECTION IN CONNECTION WITH
THE WORK.
D. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT THE
ARCHITECT/ENGINEER'S WRITTEN PERMISSION SHALL BE THE
RESPONSIBILl7Y OF THE GENERAL CONTRACTOR AND/OR THOSE
SO DIRECTING HIM.
E. GENERAL CONTRACTOR IS TO NOTIFY ARCHITECT/ENGINEER
IMMEDIA TEL Y, IN WRITING, WHEN REQUESTED, AND PRIOR TO
PERFORMING THE WORK OF ANY ERRORS OR OMISSIONS
FOUND IN THE ARCHITECT'S/ENGINEER'S DOCUMENTS.
F. PROVIDE ARCHITECT/ENGINEER WITH FIVE SETS OF SHOP
DRAWINGS OF ALL WORK FOR HIS CHECKING AND APPROVAL.
G. ALL SUBCONTRACTORS SHALL GIVE A ONE (1) YEAR WRITTEN
GUARANTEE OF MATERIALS AND WORKMANSHIP FROM DATE OF
SUBSTANTIAL COMPLETION.
H. DELIVERY, HANDLING AND STORAGE OF MA TERIALS SHALL BE PER
MANUFACTURER'S RECOMMENDATIONS.
J. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S
RECOMMENDA TlONS BY WORKMEN WITH ADEQUA TE TRAINING AND
EXPERIENCE WITH RESPECTIVE MATERIALS,
- .......
, I '/
"-
THERMADECK PANEL
TOP VIEW
-
::=::::::---.. '-- '-
2 x 6
WOOD JOINER
LUMBER
LOCATION OF FIRST L
THERMADECK PANEL ) _________ ___
\ / ~ '-.J -------> _____
//
/ / / FOUNDA TlON
/ RUNNERS
/ /
/ /
/ ------~
/
/ /
/ /
,; /
/
LUMBER
~1/2'
t
DOUBLE 2x6
BOL TED TO
HOUSE.
.-r-
<.S".
12' I
i-------------it---- ---,
------- ---~ --- --~
~ ~'\
2x 10 "'I'
FOUNDATION I'
RUNNERS \ \.
THIS SUPPORT )
MAY NOT BE \1
NECESSARY CHECK
LOAD CHART. II
---FROST L1NE-- ~-----
~ I
FOUNDA TlON
RUNNERS
1 x 6
FASCIA BOARD
4 1/2 OR 6 1/2
THERMADECK PANEL
POST
NOTE:
FOUNDATION RUNNERS
MUST BE 1/2" BELOW
THE LUMBER ON THE
EXISTING STRUCTURE.
1 x 6
FASCIA BOARD
2 x 10
FOUNDA nON
RUNNER
FIGURE 0 - FRONT VIEW
EXISTING
OVERHANG
REFERENCE SPAN CHARTS ON
VT-1692-1 FOR PROPER
THICKNESS, DENSI7Y AND ALUM.
SKIN THICKNESS.
LIVE LOAD
(SNOW)
CARPENTRY
A. BCI-VERSA-LAM SHALL BE MULT-LAYERED LAMINATED WOOD-
SOUTHERN PINE VENEERS WITH Fb=2800 psi AND E=2,000,000
psi.
~b
reC~
Manufactures of Ouolity Vin~ Enclosures
B. SIZE AND LOADING ARE SHOWN ON PLANS.
C. DIMENSIONAL LUMBER SHOWN ON PLANS SHALL BE AS FOLLOWS:
STUDS: SPF #2 OR BETTER
JOISTS AND RAFTERS: SYP #2 OR BETTER
BEARING DOUBLE TOP PLA TES: SYP #2 OR BETTER
OTHER: HEM-FIR #2 OR BETTER
D. ALL JOISTS SHALL BE SIZED AND STAMPED GRADED AS SHOWN
ON PLANS.
BEARING HT.
SUN ROOM LIVE LOAD DIAGRAM
ALLOWABLE SOIL
BEARING PRESSURE
ALLOWABLE STRESSES
CONCRETE
WIND 80 mph EXP 8 BOCA
GROUND LIVE LOAD
FLOOR LIVE LOAD
ROOF LIVE LOAD
/
ALUM. POSTS
& SCREENS
\
THERMAOECK FLOOR SYSTEM
48" x J 5/8" E.P.S, & 6 5/8" E.P.S. WITH (2) 15/J2 0.S.8. LAMINATES
=-:
4"x6" - I
WOLM -:---.... I
POST
2"xl0" S.P.
HEADER
48'
MAX. 8.C.
I
II
II
II
II
c:~
<~,,<<<~yj
,s:./~/
I 1 I 'ALUM. POSTS I
I ~ & SCREENS I
CHECK LOCAL 1 I I WOLM, POST BEYOND. -3
Cors L - - - ~ ___POLE-BUILDING - - - - - ~NEW ~ONCRETE- - - -
L T FOOTINGS 12" TRENCH FTG.
ROUND BY 4"
DEEP.
SIDE ELEVA TION
FINISH
FLOOR
3000 psf
7'-0'
3000 psf
20 psf
50 psf
60 psf
SEE DIA.
48" x J 5/8" E.P.S. WITH (2) 15/32 O.S.B. LAMINATES CLEAR SPAN LENGTH
6 - L/240 10 IS 20 2S JO JS ~o ~S so SS 60 65 70 75 80 8S 90 ~S 700
- P,S.F'. p,s.r. P,S,F'. P,S.F'. p,s.r, p.s,F'. p,s.r, p,s.r, p,s.r, p,S.r, p.s,r. p,s,r, p,s.r. p,s.r, p,s.r. p,S.r, p,s.r, I'$,r, p,s,r,
3.625" '1 FOAM 2'-6 2'-0 1'-6 1'-0 0'-6 0'-0 9'-6 9'-0 8'-6 8'-0
2~. '5 32 OS8
E. GRADING-
LUMBER: WESTERN WOOD PRODUCTS ASSOCIA nON
PL YWOOD/WOOD PANELS: AMERICAN PLYWOOD ASSOC/ATlON
F. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY, AND
MORTAR SHALL BE PRESERVATIVE TREATED LUMBER
(WOLMANIZED.)
G. ALL LUMBER AND PLYWOOD SHALL BE GRADE STAMPED.
FRAMING LUMBER: S4S CONSTRUCTION GRADE
PL YWOOD: CD EXTERIOR GRADE DOUGLAS FIR, PL YSCORE
H. POSTS: SOUTHERN PINE, DOUGLAS FIR, WOLMANIZED TREA TED,
SMOOTH ON ALL FOUR SlOES, Fb= 1200 psi MINIMUM. ALL
POSTS SHALL HAVE TWO WOLMAN/ZED, 2x6x10 CLEATS FASTENED
AT THE BOTTOM IN A MANNER AS TO PREVENT FROST HEAVING
OR SETTING. PLACE 90# GRAVEL MIX UNDER POST.
J. POST HOLES: POST HOLES SHALL BE EXCAVATED TO SIZES AND
DEPTHS AS SHOWN ON THE PLANS.
K. HANGERS AND CONNECTORS SHALL BE SIMPSON STRONG TILE
OR EQUAL AS FOLLOWS UNLESS OTHERWISE NOTED.:
COLUMN BASE - "CB" SERIES
POST CAP - "PC" SERIES
HANGERS FOR
VERSA LAM. BEAM. - "HHU"SERIES
L. RAFTER SUPPORT BEAMS: ARE DOUBLE, ONE ON EACH SIDE OF
POST WITH STUD BRACKETS. LUMBER GRADE TO BE #2 So.
YELLOW PINE UNLESS SPECIFIED OTHERWISE ON PLANS.
FASTENER NAILS SHALL BE MINIMUM 30d x 0, 177 HARDENED
DEFORMED-SHANK SPIKES.
FINISH FLOOR
I '2"X4"X6"
NAIL CLEAT w/
I 6-JOd NAILS
ON BOTH SIDES.
ALLOWABLE SOIL
BEARING PRESSURE: 3000 psf.
ALLOWABLE STRESSES
CONCRETE: 3000 psi.
WIND 80MPH
EXC BOCA:
5'-6"
48" x J 5/8" E.P.S. WITH (2) 15/J2 0.5.8. LAMINATES CLEAR SPAN LENGTH
6. - L/J60 10 15 20 25 J5 40 45 50 55 60 65 70 75 80 85 90 95 100
- p,s,r. p,s.r. p,S.r. p,s.r. p,s.r. p.s,r. p,s.r, p.s.r. p.s,r, p,s.r, p,S.r, p,S.r. p,s.r. p,s.r, p,S.r. p,s.r. p,S.r, P,S.F'. p,s,r,
3.625" 2/ FOAM J'-6 2'-6 2'-0
2 ~. '5 32 OS8
GRADE
I I ,Y~>"'>>"
/I I~~~
II r@<~~'
I /> ,~/' 3'-6'
II II l
II II
c:~ c:~
J5 psf.
FLOOR LOAD:
60 psf.
48" x 6 5 8" E.P.S. WITH 2 15 J2 O.S.B. LAMINATES CLEAR SPAN LENGTH
6. - L/J60 10 IS 20 25 JO JS ~o ~5 50 60 65 70 75 80 85 90 95 100
- p,s.r. p,s.r. p,s.r. p,s.r. P,S.F'. p,s.r. p,s,r. p,s.r. p,s.r. p,s.r. p,s.r. p,s,r. p,S.r. P,S,F. p,s.r, p,s,r, P,S,F. P,S,F.
6.625" 21 FOAM 2'-8 "-8 1'-6 1'-220'-0 19'-9 19'-0 78'-217'-2 16'-6 16'-215"-6 15'-1 1~'-8 1~'-2 J'-IQ 12'-0 10'-6
2 ~. 15 32 OS
FRONT ELEVA TION
I A
~---------~---------------------
NEW CONCRETE
TRENCH FTG.
7'.-6'
7'-0'
FINISH
FLOOR
CHECK LOCAL
COtES
CHECK LOCAL
CODES
j
A
REFERENCE SPAN CHARTS ON
VT-1692-1 FOR PROPER
THICKNESS, DENSI7Y AND ALUM.
SKIN THICKNESS.
____ EXISTING
HOUSE '"
REFERENCE MANUFACTURER
VERSA LAM. BEAM FOR
SPECIFIC LOAD REQUIREMENT
AND SPAN AND ATTACH TO
PRINT.
ALUM. POST
ALUM.
POSTS &
SCREENS
\
7'-6"
WALL HT.
NEW REINF. CONC. SLA8
ON COMPACTED FILL MATCH
EXIST'G. FLOOR HEV.
LIVE LOAD
WIND:
GROUND SNOW
AS PER BOCA.:
FLOORS:
ALLOWABLE SOIL
BEARING PRESS.: JOOOpsf.
20psf.
40psf.
60psf.
#5 x 18" DOWEL
@ 24" o/e
CONCRETE SLAB
4x6 WOLM. POST ____ !',
BEYOND 7YP. (2) ~
II CHECK LOCAL
I I CODES
POLE BUILDING ~II J
FOOTINGS 12" I
ROUND BY 4" ~
DEEP.
~ ~/prOgreSsiver:LASStechnOIOgy
iIaloiloo:l.... " INdlfl \tJ1 fJrdosno iIaloiloo:rw. " Sla>dIrl . Cldl"" Qaoo ilI>do'IO
CODES
CHECK ~
-~6"~
8"x CONC.
TRENCH FTG.
Revisions:
FRONT ELEVA TION
SECTION A-A
Sheet:
THE INFORMATION, DESIGN OR DATA CONTAiNED HEREIN IS
THE EXCLUSM PROPERTY or VINYL TECH" INC. AND IS
CONSIDERED CONFIDENTIAL AND PROPRIETARY NO PORTION
or THIS DOCUMENT MAY BE USED OR REPRODUCED IN
ANY FORM WITHOUT THE EXPRESSED WRITTEN PERMISSION
or VINYL TECH., INC.
escription:
2 OF' 2
Material:
{ossification:
ALUM.
Item:
SCREEN ROOM FOR MICH. STO'S
Vendor No,: rowing 0,: Rev,:
N.T.S. YT1692-20