HomeMy WebLinkAbout99-9091
BUILDING PERMIT
..
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09091
/02-/I/-fl
-
Date
t-fD
Property Owner:
Job Address:
Parcel 1.0, #
E~ PL~
~~~:i~fl~
M~AL
Sewer Conn
BUILDING
Water Conn:
Water Meter:
T,I.F.'s:
Zoning:
Description of Work
Radon Gas:
~
FINAL
DATE
NO OCCUPANCY BEFORE C.O.
Complete Plans. Specifications and Fee Must Accompany Application,
All work shall be performed in accordance with City Codes and Ordinances,
c.o.
DATE
+ ,c;
Valuation or A 40 (]' -
Contract Price nG) 7 7
"
City license Registration # -
State Certified license# -------
Ci1 ----
. fA l-141/J
Company
~ 77~-
0</9 "/
BUILDING
E~~AL
/'
Tp. Servo
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
P~"
,..,
~'
Breakers
Ducts Insl.
Compressor
Final
SLB
Tub Set
Water
Sewer
Final
Ftr.
Pre SLB
lintel
FRM. j,,'f.{){'J).9f?.
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 ($ 25,00) shall be made for each trip for each trade:
a, Wrong Address
b. Condemned work resulting from faulty construction.
C. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
" ".;,~ t.,.,'t"-{
?P~?r 0.-{1
, 0/'- tJ V'
tt-.JI'" f?
Jtt1 f)..(t.IU Ll- (to L'.~:~ S.
2> '3~5 I -rljrl../L Vit. LOr rg
.
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF z.~ /5. '=>~
OTHER
v
fLU. 3 '-1'56 . ';:) ;)
BUILDING: ,q().-~~
ELECTRICAL: tV/A
PLUMBING: rJ)A
MECHANICAL: t.ll/'l
2-?,D ~,~. RADON: 2-. ~ '0
\
CREDIT: A1)A
SEWER: "')It
WATER:
TOT AL: ......~
T.1. F'.S I ,J /t+ I
L5~AL -:=::- '42. 3D
G:~ ~c
>t-.)
x
"
V.
'-I
"
" ~
~~
'\
~ "\;'
~
II ~,
~
~, 'i
~
>t.. '~
\.. ~l
R ~
~ ~
)
~)
~
~
~ \
~ ~
~ "..
l( "/y.
,
~ -I
.'1;\
~.
~
-t:::.
"'><.
""'"
::
-S:::_
~
~
")<.. :.
~-
.
";><.-
-
~
~~
~~~
1'-- ~ c'
t> ~> r--
~ ~ -
>~
~
~/
'^ T\-,
~~
"' 'l..
'" ~
" "-
~A'
\
-,.-
~
~
~
r\
~
~
I'c,
^
~ ~
'1 ~I
::
I
if
~
~
(:::;;t
x
~
"""
~
c::::,.
\).
~
,~
:'-'\
-
1
J\f"
~, ~ "3
Co, f ;}:>
~ t 2-
~ DJ ~
.::J r -
~ -1 L
C\J
::.
I"....
~ 0
f ,~
t
~
~
~
~'\
,~~
+ <:> -e
~ '\
~ l..~. ~
" ~ 0 "'-0'
~., ~~'
A\
X
... ..~,
o
1,
N ~v ~,~
,~ ~ ~ ~
~ V'l ~, ~
~'," ~ ~
\, ~ ~
~ ~\ ~ ~
C"-. ~ ~
~, ~ ~ ~
~ ~. ~'.:J
~ ~~~
" ~~.
~ ~ Vo,
SJ(\~
~, ~'
\X 'I
~ ~,
~
"'-
~
~.~
"
'^v
,~\
"'-1
~
{
~
--t
"(\
~
~
~.
~
~
,~
~
:\1
~
~
~
~
'\,
Cf\.
~'
~
r\
~
"'-'
~\
~
~I
'\
.\
.,
_______1
f ~ ,
I :
I
d)<(' F ~")~ ,-
VO/c!E
~._--".. ~
/t " (' ~ IV a ,-e s,;.
.
.,_.-,_.". "" ..
. .-
I
I
,t--. \.J
~" "( ~
~
-c:: '-".
x
I:'- ~
W ~,
":., ~
~ '-l
....
...s
-~_.~
_._. --..
,-,.7)( / ~ "TrJ/ /r ~
I
i
/CP
t
'(}
"
~
~
~
~
~
'"
I
-"
~
""~
~ ..........(
~-> ~
" \'"
~
,L---......
~ 'l.J
~~~ "">--~
"!::. ~,.,.. v"
~ ~~
~
~. .~
<. 0~
\- ~
'L- "'--.
-c3
~
c.;,;
o
~
ii-I
X
"\ ~
~ "\
'- '
~ ,,~
" ~
~
~
~
1.
~C>-J
~ c: -.\
~ ""'\ ~
L.
~
/
V}
C:
~
~
'I
~
))
S
n
)
V'
'":i'\ ~ )
~~
~ ~
'" ~\
"
-,
~\ ~
~ ~'
~
~ ~
}~
~f?'
~ ~
r A
It) ~
~
~ ~ ~
"\) ~ ~
~ ~ ~
~ ~
~ ~I '\
\
~ t 0
{\ ~~ ~,
~~ t
"
~ .
~
~
~
'"
~
'~
'\.
r
~)
K
IV
t
'{)
,
l)
1:'
o
~
I ~
I < t. "'>< .....\:::::>.
"- ~ \1'-.
< ~b ~
'=- C' "
~ ~ t'.
l' ~
'"^
"
~
1 ~ .......
~, ~
~, .
<;; '21'/ _'/ 7/ . 'Y' IV ~ triP' ;H .:I hX? 1/.
//
-' I
V\
r-
,~
--c.> ~.
~ "2.....
0 "'"
., ..
-
! I
~ ~ "f'"" I,
~ ,-
.C r-=
'\ ~( - cs:-
" ""2- ~
~ l'-. ~ ,.--
't\ c :::2-
~
-
~ t I
I
~. ~ I
J ~ I
..... "
:D~ ><:.' I
~ '\ ""
~ ~ "
I"\: rZ'.
I I
~I
::-'\ r.
f'" \j\
, ,\
~\ ~
\II
,
~
~
~ ~
~ '"
't, t
~
~
~
~
~
'"
~
G.
~
'-.,
"
~ ~
<..tI ~~
~' ......
~ ~
c:~ ~
II> X
}~
~ "-
~
~~
~\\~
~ ~ ~~
,,'f'.-
I
-L
APPLICATION FOR PERMIT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
DATE RECEIVED' I zIP/; r
PLANS REVIEW FEE
OWNER'S NAME /J!.L4AJ-<- &d~ PHONE 8/3 77;1 tJV97
JOB ADDRESS 38'b.5/ loAA- ../)1', Lot-If: ~,a.lf1'J~
LEGAL DESCRIPTION: LOT(S} BLOCK SUBDIVISION
PARCEL ID #
WORK PROPSED: DNEW CONSTRUCTION
Os I GN
USE:~L FAMILY
o COMMERCIAL
~ITION
o MOVE
(OBTAIN FROM PROPERTY TAX NOTICEl
DALTERATION
o REPAIR
o INSTALL
o DEMOLISH
PROPOSED
DWELLING
DMULTI-FAMILY
o INDUSTRIAL
0# OF UNITS
o SWIMMING POOL
o MOBILE HOME
o OTHER
~ ~ D RES~URANT & HEALTH DEPARTM~PROVAL
DESCRIPTION OF WORK 1:~~ ~~ ~ ~
BUILDING SIZE J 5< 2- 'II' SQUARE FOOTAGE p 5 C) HEIGHT
r
JI
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (l) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (l) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
o BUILDING
~ PERMITS REQUESTED
$ diP?! t) 0 VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
~EEL 0 OTHER
IS PROJECT IN FLOOD ZONE AREAD YES
o NO
FINISHED FLOOR ELEVATIONS
SIGNATURE
.;< IY) ~/l>t.JU ~
COMPANY n Wt\,fr
STATE CERT OR REGIST #
CITY PROCESSING #
BUILDER
******************************************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
-
,
MECHANICAL
* * * * * * * * * * *,* * * * * ** * * * * * * * *** * * * * * * * * * * * * *** * * *** * *** ** ** * ****** ***
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHIl:R
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. N07ICE Of DEED RESTRICTIONS
Th& undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as req~ired by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what .
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CONTRACTOR' S/OWNER' S AFFIDAVIT
I certify that all the information, in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Depqrtment of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environm~ntally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
SIGNATURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
acknowledged
, 19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
, 19-.:.-
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
of identification)
take an oath.
Dwho has produced
(type of identification)
and who Ddid [}::lid not take an oath
o who has produced
(type
and whoD did 0 did not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
r
"'-'
MAX. SPANS
fl (SF,E TABLES) I
DETAIL 1A I
DETAIL 3A
SINGLE WIDE MC8ILE HCME. ELEVATiON VIEW
r' '
[.
I
\
F
,~ ;S
[
G'j'
( ,';'.:;i) ".U
.r...? r
\
'- ~
'.:l
l
5
SEE DETAIL 1A. ,a, 1C
r MAX. SPA.';S (SEE TABLES) -,(
SEE DETAIL 2B, 2C, 20
!
B
:c==
SEE DETAIL 3A
B
DOUBLE W:OE M081LE HOME. ELEVAT10N ViEW
,I
.
Tl1E DESIGNS AND SPANS SHOI'1~ ON Tl1ESE DRAWINGS ARE
BASED ON Tl1E LOAD REQUIREMENTS FOR Tl1E FOLLOWING
CODES:
1) STANDARD BUILDING CODE 1997, CHAPTER 16
INCLUDING ssm 10-96
2) BOCA NATIONAL BUILDING CODE 1996
3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM
RESIST ANT CONSTRUCTION 1998
AlL TECHNICAL ASSISTANCE MATERIAlS ARE PROVIDED 'AS-IS.
AND ROYAl AlUMINUM DISCLAIMS AlL WARRANTIES, EXPRESSED
OR ,MPLlED, INClUDING BUT NOT LIMITED TO, AlL WARRANTIES
OF MERCHANT ABILl1Y OR FITNESS FOR A PARTICULAR PURPOS
ROYAl AlUMINUM OOES NOT WARRANT Tl1AT A.'N PRODUCT
CCMPL Y WITl1 ST ATE OR LOCAl BUILDING CODES,
CUSTOMERS ARE SOLELY RESPONSiBLE FOR ENSURING
COMPLIANCE WITH ANY AND ALL GOVERNMENT At REGU
JOB NA'vIE;
ADDRESS:
l)Ht...~r
DRAW1NG FOR ONE PERMIT ONLY
. '8 ~
:g ..:.
a) a)
xa) "('oj 10
g~~~g
~o'~O)'..}
. a) "",('oj,,
;,a."x~a)
ZI-~<o,J,
-(/) U.oO
Ji1i!i8a)~
;''''cfO"L
.J~51"<<i!
< >-a:doQ~
<(/)"~~
~~~!i~
~ e
en ~
::i ~
...J
<{
::J
Z
-<
~
(/)z
a
~ (/)- (/)
UJUJ...J
~(/) 0 .A'
~
>-(/)UJ
(/)UJo
~~I.O
UJ:)z
>~a
aO
'::Jf=
u.~o
a~UJ
a(/)(/)
~~
::J
Z
~
:)
...J
-<
....
W ~ ~
. I-' N
1"1 ...-
u.. :) N
VIM
~~~.,
O)(J.{[:::
c"'Z"'f:g
<:0:;;...,
c~~...."i'
~~~~~
~xe_
'Gj5~~
WaOo-
O)~~if~
O~.,:':J
c~><UJ
0)-01-
~Cll
::'~ci
;>... '
ro :i Q..
.1JiJ
/
1A
CF
4
......---..-,....--.
(3) 118 ~ 1/2" S,M,S, WI WASHER
11-iROUGH AlUMINUM ANGLE
CAULK AlL EXPOSED SCREW
HEADS
ALUMINl,;M PAN
(SELECT FROM TABLES)
SHOWN: ALUMINUM 'C' CLIP
FASCIA WITH CLIPS @ 4'-<l' ON
CENTER
l' ~ 4' ~ 0,040' OR
2' ~ 3' ~ 0040' AlUMiNl,;M
ANGLE WI #8 x 314' S,M,S, @
1e' 0, C, iNTO FRAMING
CETAJl1A - CONNECTiON A7 CVE,,!-'ANG Cl=TAiL
(3) #8 ~ 112' S,M,S, WI WASHER
THROUGH AlUMINUM ANGLE
CAULK ALL EXPOSED SCREW
HEADS
1-1/2" x 1-1/2' x 2' x 0040' 7:
BAR ANCHORED @ EACH
RAFTER WI (1) 118 x 1-1/2'
S, M. S, OR EQUIVAlENT All
PURPOSE SCRE'N
DETAll18- CONNECTiON AT OVERHA.\lG DETA:L
AlUMINUM PAN ~
(SelECT FROM TABLE)
2' x 2' EXTRUSION ATTACHED
TO COACH FRAMING
@ 1e' 0, C. WI (1) #8 x 3-1/2-
S,M,S,
SHOWN: AlUMINUM 'C' CUP
FASCIA WITH CUPS @ 4'-<l" ON
CENTER
DETAiL 1C. CONNECTiON AT QVERl-W.JG DETAJl
#8 x 4' S, M. S, @ 48" 0, C,
1/4'''' FERRULE 1\ I
STANDARD HOUSE GUTTER
(OPTIONAL)
118 x 9I1e' TEK SCREWS @ 1 e'
0, C. EACH SIDE
CAUlK AlL EXPOSED SCRE''N
HEADS
/ "-- (1)#8x('t"+1-1/2')@8'0,C,
o 040' EXTRUDED OR \
ROlL-fORMED FASCIA
EXTRUSION AND ANGLE AS ~ 118 x 1.1f2" S. M, S, @ 1e" 0, C,
Al TERNA TE ANCHOR DETAIL
HOST STRUCTURE
.c ~I~J~:__i g,~..~Q ~ ~.~I~.C~. ,~::_CY~E!:o~tJ_9_C~-:~'~
WHEN BENDING PANEL DOWN
TO FIT SLOPE MORE l11AN 3'
NOTCH PANEL RISERS AND
SP\.ICE NOTCH Wl11-i RISER
SECTION
D:=TAJL 2ft.. CONNECTiON AT RIOG2 DeTA.L
BREAK-FORM SHEET 2' x 4' x 0.044' ALUMINUM
All,;MINUM RIDGE eN' ~ ~ ANGLE
BOXED END OF PAN OPTIONAL PAN HEADER
ATTACHED TO HEADER ATTACHED TO HEADER
11-iROUGH4'ANGLEWI ~ .1 11-iROUGH 4' ANGLE WI (1)
(3) #8 x l' S, M. S. 118 x l' S, 114, S, @ 16"' 0, C.
118 x 9I1e' TEK SCREWS @
EACH RIB B011-i SIDES ~ .. I I (3) 118 x 1/2' S, 114, S, WI
CAULK All EXPOSED \ WA.5HERS @ EACH PAN
SCREW HEADS I I CAUlK ALL EXPOSED
SCREW HEADS
DETAIL 29 . CONNECTION AT RIDGE DETAiL
AlUMINUM RIDGE eN'
118 x 9I1e' TEl< SCREWS @ PAN
RIBS EACH SIDE
CAULK AlL EXPOSED SCREW
HEADS
0,040' EXTRUDED AlUMINUM
RIDGE BEAM OR (2) 0,040"
ROLL-fORMED '1: BARS
(3) #8 x 1/2' S. M. S. @ EACH
PAN CAUlK All EXPOSED
SCREW HEADS
~
DETAIL 20 - CONNECTION M RlDGE DETAIL
AlUMiNUM RIDGE eN' 5\
118 x 9I1e' TEK SCREWS@ PAN ~
RIBS EACH SIDE
CAUlK ALL EXPOSED SCREW
HEADS \
RIDGE BEAM (OPTIONAL)
118 x ('t' + 1-1!2") S,M,S, 1'11314'
NEOPRENE BACKED WASHER
SPACED @ 8" O,C. AND @
EACH TRUSS OR RAFTER
~
DETAIL 2[1..C~:"'J~~CT1Q0l Ai. RIDGE DETAIL
(3) 118 ~ 112" S. M. S. @ EACH
PAN CAUlK AlL EXPOSED
SCREW HEADS
(3) #8 x 1/2' S,M.S, @ EACH
PAN
Dl=TAIL 3A - CON:\!ECT10N AT Ml'J-SPAN CSTAJI_
118 x 9/16' TEK SCREWS @
8' 0, C, BOrrl SIDES
CAULK AlL EXPOSED SCREW
HEADS
\
EXTRUDED ROLL-FORMED
END VAU\NCE EXTRUSION
eN'
COMPOSITE ROOF PANEL CAP DETA11_
!-' ;
r
[
I
\. I~ !
:<
I.
.,,)
,\
?,
"L!
0) ...
8 g
10 (Q
al ~
(Q 0)
XO)"CllIO
g~~~g
20'dlal...t
.00'""CII"
:Jc."x~o)
zl-~o(AA
-en U.oo
2 <cioo)o)
W O,l."!'
~~;d'~<~
-cot ~Qo
~ ~5i=
~~~ci~
~ e
en ~
::) ~
...J
~
:)
z
~
~
(/)z
~g(/)
W(/)...J
t;)~~
>-(/)W
(/)WO
et:et:li)
W:)Z
>t;Q
9:)1-
ll..et:<.>
Ol-W
o(/)(/)
et:~
:)
Z
~
:)
...J
~
,I-
W ~_
. f-' N
t'\ ...-
u.. ::J N
t/l'"
~-~i"
Q)U4'i::
CI-Z"I'!l!
~O"';x
c~n:~<9
Q) Ii: < ~...
([)oaC5~
~....,jJ:e._
. f-w;(
W :Jza;
aOo~
~ffi~~~
cUJ"w
Q)~~f-
L.~al
UJd
... '
sQ..
-lG
SHEET
18
r-,=
l
MAX. SPANS (SEE TABLE 1)
DETAIL 2A
{
I
DETAIL 4A
DETAIL :JA
DETAIL SA
Sl.JIL T-UP' :\CCP SVS-~2:v. ' ~L=VAT:O~ V:'2N
"",-
,A..! L T
r
C
r
!,[ L
,$
,\
" L
S
~,
,\>-;,) .".LL
_"'I~ r
F
[
C
C
[
ALUMINUM PAN SIZE
(PER TABLE)
(3) #8 ~ 112' S.M.S. EACH END
OF EACH PANEL T1-IROUGH
AlUMINUM ANGlE WI
WASHER
SHO\';N; AlUMINUM 'C CLIP
FASCIA WITH CLIPS @4'.{).
D,C,
€X1SnNG
RAFr~SS O~
\
l' ~.. OR 2" ~)' ~ O,Q44'
AlUMINlJM ANGLE WI #10 ~
31.' 5,1.1,5, @ 10" 0, C, INTO
COACH FRAMING
DETAIl1A - CONNECTION AT AL\lYJINUM FMME WA.LL
#10)( 112. S. M, S. WI
WA~HERS (3, PER FANEL
b--===~
CUT EXJSTING PANS BACK TO ~ !
EXJSTING BEAM
~
EXISTING POST ANO BEAM
Dc'"CAll18 - CONNECTION AT A1U~INUM FRAME WA.LL
ATTACH ROOF PANELS TO 2'
7: BAR WI #8 ~ 112" WI
WASHER@EACHPANEL
THROUGH AlUMINUM ANGLE
- '
N.U~I"';; - ---::-
(SIZe PER ~ PAJ.!E~
TAt:J. "_
~~~ '~S)
ATTACH ~ ~ 0.040. ANGLE,
2" )( 2", OR 2. 7: BAR TO BEAM
AND HOME WI #8 ~ 1.112.
S,MS, @ 16' 0, C,
DETAlL 2A - 'Z' BAR TO ?AJ\!EL CONNECTION AT EXISTING RIDGE DETAil
,...
.
10' AlUMiNUM RIDGE CAP
(3) #8 ~ 9116' TEK SCREWS @
I PAN RIBS EACH SIDE
CAULK ALL EXPOSED SCREW
HEADS
(3) #8 ~ 9116' S. 1.1, S. @
EACH PAN
2' ~ 2' ~ 0,032' (MIN.) HOLLOW
AlUMINUM TUBE FASTENED
TO 'U' CHANNEL WI (I) #8 ~
112' S, M, S, @ 16' 0, C, EACH
SIDE
AlTERNATE WOOD FRA,I.lE
(SEE NOTES)
DETAIL 23 - ;<:-.iE-WALL CONNECTiON AT RiDGE !J1=TAIL
(3) tIS ~ 112' S. M, S. WI
WASHER @ EACH PANEL
CAULK All EXPOSED SCREW
HEADS
(3) #8 )( 112' S, M. S, @ 8' ON
CENTER BOTH SIDES
/
1.112. ~ 2' x 1.112' x 0,040'
BREAK-FORM RECEIVING
CHANNEL
2' x 2' ~ 0,032' (MIN,) HOLLOW
TUBE 16. 0, C,
DETAll3A - INTERIOR KNEE-WALL CO~;NECTiCN AT PA.\!EL DETAlL
1-112' x 2. x 1-112" x 0,040"
BREAK-FORM RECEN/NG
CHANNEL
#8 x 112" S, M. S, @ 16. 0, C,
BOTH SIDES
EXJSnNG TRUSS
OR RAFTER
#8 x 1-112. SCREWS INTO
ROOF FRAMING @ EACH
TRUSS OR RAFTER
2' x 2' x 0,032' (MIN,) HOllOW
TUBE @ 16' 0, C.
DETAIL 33. KNEEWALL CONNECTION AT EX1STING ROOF DETAIL
NOTES:
WOOD FRAME KNEE-WAllS Sl4All BE FRAMED WITH SINGLE TOP AND BOTTOM PLATE WI
1511 FELT VAPOR BARRIER OVER TOP ?tAlC (OR P,T,P. TOP ?tAlC), STUOS Sl4All BE AT
24' 0, C. MAX. NAILED WI (2) #, 2d COMMON THROUGH BOTH PLATES INTO STUOS.
ANCHOR WAll TO EXISTING FRA,\\E USING (2) #8 x:\' DECK SCREWS @ 2.' 0, C, All KNEE
WALlS SHALL HAVE [.A.TERAlBMCING OF 0,040. x 1.1/4' STRAP ')(: BMCED ACROSS A
MIN, OF (3) STUDS AT EACH END OF WAll. USE (1)" AlUMINUM ROOFING NAIL PER
WOOD STUD AND (1) #8 x" S, M. S, PER AlUMINUM STUD,
co ...
g g
10 Cl)
<J) ,.:..
co (I)
X (I) ""C\4 10
g~~~g
J 0' d>> <J) I -t
,(I)""'C\4,...
;,a.""x"'(I)
z I-~L&.<AO
-(/) (50
J<iig(l)(I)
w ,.,!.
;, (!j0'"
--~a:1<~
< ~""Qz
~(/)~5S
~~~ii~
% ~
r.? [j
::j I-
..J
4:
::J
Z
4:
~
(/)z
o
~U5~
!i;~~
>-(/)w
(f.)wO
O:::O:::\l)
w::Jz
[)~Q
'::JI-
lJ..o:::u
Ol-W
O(/)(f.)
o:::~
::J
Z
~
::J
..J
4:
u.i~~
. f.; '"
a. S N
_ tI) :l
~ ~ u....
Q,)o'{~
C\o.:Z"~
<:0...
ClU~'"
Q,)~<(:::'~
aJoo~~
....::t__
. ~ 5 ~ 8
Waoo~
Q,)~i5:~
()lU...~
c~)(w
Q,)-of-
L.. \.:) <C
~d
~
2
~-
, -
4
1;-
..,. 6
~ ~
q ~
;:.j.-
(/) J:
\:! f-
~ ~
> ..
i !-
..,. f-
~ ~
q ~
;:.j.-
(/) :l:
\:! f-
~ ~
> ..
L~
.l
DETAIL lA
DETAIL 28
DETAIL 3A
r
~
DETAlL lA
DET AlL 2A
DET AlL 3A
.12 x 3' SCREWS @ 16'-24'
0, C, mRQUGH ~ x 2' EDGE
INTO COACH FRAMING
.10 x \.11Z' S, M. S. @8'0, C.
SHEET A.LUMINUM FOlDS
OVER EDGE AS SHOWN
1-314' SHEET STYROFCA~
INSUtJ\TION (R 7,0)
NOMINAL ~ x 'r WOOD @
EDGES
Si;\IGU:: WiDE ~..mall_E l-:CM~ - ELSVATION VIEW
DETAIL 1A
S;:CT1CN Tl-JROUGH RCOr CVER AT EDGES
IN SITUATIONS WHERE ROOF
IS SMoomL Y CONTOURED
OVER RIDGE ONLY (1) 'r x 2.
IS REQUIRED, USE (1) .12 x
3' SCREW AT EACH TRUSS
OR RAFTER IN COACH
1-314' SHEET STYROFCA~
INSULATION (R 7,0)
(2) ROWS .,0 x 1-'/2' S,M,S, @
8'0, C,
C,QZ4' SHEET ALUMiNUM
ALLOY 3003 H.14 WI i-iEMMED
AND CLEATED JOiNT PER
DETAIL 4A
DCUBLE WIDE MC81LE HOME. ELEVATION Vl'2N
RIDGE aREAl< DETAlLS:
2. x 'r EACH SIDE OF
RIDGE WI .12 x 3' SCREWS
@ 16"-24' O,C.INTO
COACH FRAMING
DETAIL 2A
SECT10N THROUGH ROOF OVER AT PEAK
SINGLE WIDE MOBILE HOME
SEE DETAlL 3A ~
L Sl<EETsn'ROFOAY \
~~~~Of~~~TAll ~ COACH PEAK CLOSURE FRAMING
SEE DETAil 2A
.10 x 1.1/2. S,M,S. INTO COACH
FRAMiNG (2) ROWS.
STAGGERED (8. O,C, MAX.)
NEW EDGE FRAMING
SEE DETAlL lA
~
1-3/4' SHEET STYROFOA'vt
INSUtJ\TION (R-7,Q)
EXISTING COACH FRAMING
NEW CONNECTION FRAMING
SEE DETAlL 3A
DETAIL 29
SECTiON THROUGH PEAl< OF ROOF
DOUaLE WIDE MOBilE HOME
',.
LENGm OF COACH VARIES
1
,"
f
L
I
y
F
[
,) (
. C
E
G,-
DOU8LE WIDE .'v1081lE HO,\1E - T'fP~CAL PLAN Vl'2N
.--....,-..-.,-......---.-.-,-.....--.-..--...------.-----
.,0 x 1-1/2. S,M,S, @4' O,C.
l' x ~ OR 2' x 2' FILLER STRIP
AS REQUIRED
NOMiNAL 'r x 4' wlm .12 x 3.
SCREWS INTO COACH
FRAMING @ EACH ROOF
TRUSS OR RAFTER (24' O,C_
MAX.)
AIRSPACE
1.3/4' SHEET STYROFOAM
INSUtJ\T10N (R-7,Q)
EXISTING COACH FRAMING
ADJUST HEIGHT OF
INTERMEDIATE CONNECTOR
MATERIAL AS REQUIRED ay
ROOF SLOPE
DETAIL 3A
SECTION THROUGH INTERM~CIATE RCOF CONNECTCR
DOUBLE WIDE ~C8ILE f-:O~E
CAULKiNG SEAL....NT
WEAmERED SIDE
~~
+ - +
0,024' SHEET ALUMiNUM
(ALLOY 3003 H-14)
3/4' WIDE ROUED ALUMINUM
CLEAT (ROOF STOCK)
PINCHED TIGHT AFTER
ASSEM8L Y
HEMMED EDGES
DeTAIL 4A
SECTlON THROUGH LOCKED SHEET METAL JOINT
_-3,
;,' [
"
L
5
,.'-1
~ g
It) ~
0) "
co co
~ C08 ::: ~ It)
allt)~~g
20'<:1>>0),.1
co""""'"
;,a:"x~rn
zl-~<~A
-(/) u.oo
2~ri8co~
:J ... ~J 0 .,!. ,..
.J~~1<~
< a3"Qz
~(/)~~~
~lH~ri<
~-Jo z
~ S
rn ~
::j ~
...J
0:{
:J
Z
0:{
~
z
cn~
~-U)
wU)...J
I-W~
U)O.-
>-U)W
U)wO
O::O::~
W:Jz
>1-0
OUe
':J.-
~~u
Ocn~
o::~
::>
z
~
:J
...J
0:{
,f-
W ~ ~
'I-' N
n.. .... ~
::IN
<Ill'>
~ ~ ..J
:t:: 0 u. ..
Q)U~~
c:~o~:g
C:Ul):"''''
Q)l<i-~
O)OOa;ie
~x:__
. ~ 5 ~ g
Wooo-
Q)~~~~
UUl~LU
c:Ul..uj
Q)~~f-
L. ~ ell
3LUd
CO ti
-l u'
I
3
CF
4
--
8 ....
I'?
O,01~' ALUMINUM COVER PAN OR ~ x 518' CORROSION RESISTIVE 0
CONTINUOUS ALUMINUM SHEET WASHER HEADED SCREWS AT 24' 10 CO
C) I
O,C. AL TERNA TE ~ x SiS' SMS /'0.
W/ '12" DlAMETER WASHER. CO CO
X CO/'o.('Ij 10
IT f f' : g~~~g
f CTI If Jd~eN~
l. C ;, a;/'o.X~~
i
\ -~ ~ ~ ~ 8 8
l F JL51i8co~
l [ s 1 !
12' " ::l....cjo.,!.....
" ,~ !, W
c' ~~5'T<~
12" WIDE x VARJOUS HEIGHT RISER (INDUSTRY STANDARD] ROOF PANEL r TYPICAL INSULATED PANEL <>-a1~~~
,.,1.-,' . <"'/'0.
NOTES: " iNSTAlL RIGID FOAM iNSUlATION INTO AlUMINUM ROOF PAN. ~~~1i~
2, COVER INSUlATION WITH O,O,~. PROTECTOR PANEL Wlni OVERLAPPiNG SEAMS,
3. INSUlATION PANEL SH.Al.L BE CLOSED Wlni ALUMINUM END eM> TO SECURE PlACE~ENT ~ e
AND TO DISCOURAGE rrlE NESTiNG OF WILDLIFE AND DR INSECTS, rt5 ~
4, PROTECTOR PANEL WILL BE SECURED BY ~ x 5/8' CORROSION RESISTIVE WASHER
HEADED SCREWS, :j
5, SCREW PATTERN WilL BE 12" ON AlL PERiMETERS AND 24' O,C, FIELD ON EACH PANEL
6. ALUMINUM END eM> WILL BE ATTACHED Wlni (3) #8.<112" CORROSION RESISTIVE WASHER ...J
HEADED SCREWS, <(
::)
z
.~:'lr;J.lIiPliI Allowable Spans for Industry Standard Pans for Roof Overs .f.1:'lr:'J.~"'1 Maximum Spans for Royal Aluminum Pans for Roof Overs <r.
~
Industry Standard Pan Sections Aluminum Alloy 3105 H.28 Z
Aluminum Alloy 3105 H-14 or H-28 Manufacturers Proprietary Products: c:> en
en UJ
1.1/4" x 12" x 0,019" Riser Panels 1.1/4" x 12" x 0,025" Riser Panels 1.1/4" x 12" x 0,019" Panels 1.1/4" x 12" x 0,025" Panels en UJ ...J
Wind Applied Overhang Condition Wind Applied Overhang Condition Wind Applied Overhang Condition Wind Applied Overhang Condition C! 0 lD
UJ en ~
Region Load NONE 1'~" 2'~" 3...Q" 4'~" Region Load NONE 1'~" 2'~" 3'~" 4'~" Region Load NONE 1'~" 2'..()" 3'~" 4'~" Region Load NONE 1'~" 2'~" 3'~" 4'~" > UJ
102 M,P,H, 21 5'-8" 5'.'1" 6'.1'" 81_3'l 102 M,P,H. 21 6'.7" 6'.' '" 7'-8" 8'., '" 102 M,P,H. 21 7'., '" 8'.2" 8'., '" 9'.1'" 102 M,P,H. 21 9'.3" 9'-6" 10'.," ,,'-0" a C! II)
. . . ::) z
u..
110 M,P,H. 25 5'-2" 5'.7" 6'.7" 7'.1'" . 110 M,P,H. 25 6'-0" 6'.4" 7'.3" 8'-6" . 110 M,P,H. 25 7'.3" 7'.7" 8'-4" 9'-5" 110 M,P,H, 25 8'-6" 8'.9" 9'-5" 10'-5" a f- a
0
120 M.P,H. 29 4'.10" 5'.3" 6'.3" 7'-8" . 120 M,P,H. 29 5'.7" 5'.1'" 6'., '" 8'.3" . 120 M.P,H. 29 6'-9" 7'., " 7'., 0" 9'~" 120 M,P,H. 29 7'., '" 8'.2" 8'.10" 9'.,," a ::) F=
125 M,P,H. 32 4'.7" 4'."" 6'.1" 7'.7" 125 M,P,H. 32 5'.4" 5'-8" 6'-8" 8'.0" 125 M,P,H. 32 6'.5" 6'-9" 7'.7" 8'.10" 125 M,P,H. 32 7'-6" 7'.9" 8'-6" 9'-7" C! C! ()
. . . f- UJ
140 M,P,H. 40 4'.,,, 4'.7" 5'.9" 7'.3" . 140 M,P,H. 40 4'-9" 5'.2" 6'.3" 7'-8" . 140 M.P,H. 40 5'.9" 6'.1" 7'.0" 8'.4" . 140 M,P,H. 40 6'.9" 7'-0" 7'.10" 9'~" . en en
1.1/2"x 12" x 0,019" Panels 1.1/2" x 12" x 0,025" Panels 1.1/4" x 12" x 0,032" Panels ~
::)
Wind Applied Overhang Condition ' Wind Applied Overhang Condition Wind Applied Overhang Condition Z
Region Load NONE 1'..0" 2'~" 3'..{)" 4'~" Region Load NONE 1'~" 2'~" 3'~" 4'~" Region Load NONE 1'..()1' 2'~" 3'..()" 4'~" ~
102 M,P,H, 21 6'.6" 6'.10" 7'-8" 8'.10" 102 M,P,H. 21 7'.7" 7'.10" 8'.7" 9'-8" 102 M.P,H. 21 10'.3" 10'.5" 11'~" 1 ".1'" ::)
. . . ...J
110 M,P,H, 25 5'.,," 6'.3" 7'.2" 8'-6" 110 M,P,H. 25 6'.,," 7'-3" 8'-0" 9'.2" . 110 M.P,H. 25 9'.5" 9'.7" 10'-3" , ".2" . <(
120 M,P,H. 29 5'-6" 5'.11" 6'.10" 8'.2" . 120 M,P,H. 29 6'.5" 6'-9" 7'.7" 8'.10" . 120 M.P,H. 29 8'.9" 8'.11" 9'.7" 10'.7" .
125 M,P,H. 32 5'.3" 5'.8" 6'.7" 7'.11" . 125 M,P,H. 32 6'-2" 6'-5" 7'-4" 8'.7" . 125 M,P,H. 32 8'-4" 8'.7" 9'.3" '0'.3" ,
140 M,P,H, 40 4'-9" 5'.1" 6'.2" 7'-8" . 140 M,P,H. 40 5'-6" 5'.10" 6'.9" 8'-2" . 140 M,P,H. 40 7'.5" 7'-8" S'.5" 9'.7" . W ~ ~
. I-' N
1.3/4" x 12" x 0,019" Cleated Panels 1.3/4" x 12" x 0,025" Cleated Panels 2.1/2" x 12" x 0,019" Panels 2.1/2" x 12" x 0,022" Panels a..... ~
;)N
Overhang Condition Wind Applied Overhang Condition Wind Applied Overhang Condition Wind Applied Overhang Condition ",'"
Wind Applied ~-~Li~
Region Load NONE 1'-0" 2'~" 3'~" 4'-0" Region Load NONE 1'..()'t 2'~" 3'~" 4'~" Region Load NONE 1'-0" 2'-0" 3'~" 4'..0" Region Load NONE 1'..Q" 2'~" 3'~" 4'~" Q) U ~ f::
Cl- 'f~
102 M.P,H. 21 8'-4" 8'-6" 9'.3" 10'.3" . 102 M,P,H. 21 9'-4" 9'.7" 10'.2" 11'.'" . 102 M,P,H. 21 14'.2" 14'-4" 14'.9" 15'.5" 16'.3" 102 M,P,H. 21 15'.3" 15'-4" 15'-9" 16'-4" 17'.2" ;c:o~
110 M.P,H, 25 7'.7" 7'.10" 8'.7" 9'-8" . 110 M.P,H. 25 8'.7" S'.9" 9'.5" 10'.5" . 110 M.P,H. 25 12'.' '" 13'.2" 13'.7" 14'.4" '5'.3" 110 M.P,H. 25 13'.1'" 14'.,,, 14'-6" 15'.2" 16'.1" C~5:~'"
120 M.P,H. 29 7'.1" 7'-4" 8'.1" 9'.3" , 120 M,P,H. 29 7'.11" 8'.2" S'.11" 9'.1'" , 120 M,P,H. 29 12'.1" 12'.3" 12'-8" 13'-6" 14'-6" 120 M.P,H. 29 12'.1'" 13'.1" 13'.7" 14'.3" 15'-3" ~~C3i~
....J:~~
125 M.P,H. 32 6'-9" 7'-0" 7'.10" 9'-0" . 125 M,P,H. 32 7'.7" 7'.10" 8'.7" 9'-8" . 125 M.P,H. 32 1,'-6" , 1'.8" 12'.2" 12'.,," 13'.11" 125 M.P,H, 32 12'-4" 12'-6" 12'.11" 13'-9" 14'.8" '~5w~
8'-6" 7'.1" 7'.10" 9'-0" 140 M,P,H. 40 10'.3" 10'-6" 11'.0" ,,.'.,," 13'.0" 140 M.P,H, 40 11'-0" 11'.2" 11'-9" 12'.7" 13'.7" Wao~e
140 M.P,H. 40 6'-0" 6'-4" 7'.3" . 140 M,P,H. 40 6'-9" . 8ffii~~
3" x 12" x 0,019" Panels 3" x 12" x 0,025" Panels 2.1/2" x 12" x 0,028" Panels 2.1/2" x 12" x 0,030" Panels CUl~UJ
Wind Applied Overhang Condition Wind Applied Overhang Condition Wind Applied Overhang Condition Wind Applied Overhang Condition Q)~)(r-
Region Load NONE 1'~" 2'~" 3'~" 4'~" Region Load NONE 1'~" 2'~" 3'~" 4'~" Region Load NONE 1'..()" 2'~" 3'..0" 4'-0" Region Load NONE 1'~" 2'..Qu 3'..0" 4'~" 3~~
102 M.P,H. 21 9'.10" 10'.," 10'-8" 1 "-6" 12'-8" 102 M,P,H. 21 12'-6" '2'-8" 13'-2" 13'.10" 14'.'0" 102 M,P,H. 21 17'.2" 17'.3" 17'.7" '8'.2" 18'.11" 102 M.P,H. 21 , 7'.9" 17'.'0" 18'.2" '8'-9" 19'-5" ~/ ~
110 M.P,H. 25 9'-0" 9'.3" 9'.1'" 10'.10" 12'.1" 110 M,P,H. 25 ,,'-6" ,,'-8" 12'-2" 12'.1'" 13'.1'" 110 M,P,H. 25 15'.8" 15'.'0" 16'.2" '6',10" 17'.7" 110 M,P,H. 25 16'.3" 16'-4" 16'.9" '7'.4" 18'.1"
120 M,P,H, 29 8'-5" 8'.7" 9'-4" 10'-4" , 1'.7" 120 M,P.H. 29 10'-8" 10'.10" 11'-4" 12'.3" 13'.4" 120 M.P,H. 29 14'.7" 14'-9" '5'.,,, 15'-9" 16'-8" 120 M,P,H. 29 15'.1" 15'-3" '5'.7" '6'.3" 17'.1" .
125 M.P,H. 32 7'.11" 8'-3" 8'.1'" 9'.1'" 1,'-4" 125 M,P,H. 32 10'-2" 10'-4" 10'.11" 11'-9" 12'.11" 125 M.P.H. 32 13'.1'" 14'.0" 14'.5" '5'.," 16'.0" 125 M.P,H. 32 14'-4" 14'-6" 14'.11" 15'.7" 16'-5" l~
140 M.P,H. 40 7'.2" 7'.5" 8'.2" 9'-4" 10'-9" 140 M,P,H. 40 9'.1" 9'-3" 9'.11" 10'.10" 12'.," 140 M.P,H. 40 12'.5" 12'.7" 13'.1" 13'.9" 14'-9" 140 M,P,H. 40 12'.10" 12'.11" 13'-5" 14'.2" 15'.2" /
Total pan LENGTH = Above "SPAN" + Length of overhang or span length of panel between anchor points, 2.1/2" x 12" x 0.036" Panels
Z-Clip anchors can be added to achieve longer spans and are recommended to eliminate pan rumble, Wind Applied Overhang Condition
Region Load NONE 1'..0" 2'~" 3'~" 4'-0" J
. 102 M,P,H. 21 19'-4" 19'-6" 19'-9" 20'.3" 20'.11" ~!.
110 M,P,H. 25 17'.9" 17'.10" 18'.2" 18'.9" 19'-6"
~
120 M,P,H. 29 16'-6" 16'.7" 16'.1'" 17'-6" 18'-4" SHEET
.I 125 M,P,H. 32 15'.8" 15'.10" 16'.2" 16'.10" 17'.7"
. 140 M.P,H. 40 14'~" 14'.2" 14'.7" 15'.3" 16'.2" 4A
Panel Span = 'W' as shown on drawings
Total room = Width above W+Length of overhangs or span length of panel between anchor points, 4
Z-Clip anchors can be added to achieve longer spans and are recommended to eliminate pan /'IJmble, OF
_--._0 '.'- -. ".- ...,~ ....'~.- .. ~ .....--.... -...." . - ~-..... .~. . ..~... + .... '. '-~'- .. . ~~-. .-.'".~, ---' ~.,..- .,_.- ~~.. ~__ ~ _~, _._ __. '''_..,..0.-' . ........ '''~-<'"-'~'-'- ,"-,-.~ .... ~._,_.__. ~_._. _._~. __,,_'" _'~__.,r'_ ,-~~ ......-..
uj~1
~!i: ,
SELECT "NEt D:~ I
FROM TABLES J
AlUMINUM SKIN
E.P,S, CORE
sloe PANEL CONNECT.
TIONS VARY (DO NOT
AFFECT PANEL SPANS)
43'
1I~:'lr,'l'.~~.J Royal Aluminum
Allowable Spans for Composite Roof Panels @ Various Loads
Aluminum Alloy 3105 H.14, H.25
Manufacturers Proprietary Products:
Foam Core E.P,S, 1# Density
3" x 48" x 0,024" Panels 4" x 48" x 0,024" Panels
Open Buildings Roof Overs
Wind Applied Overhang Condition Wind Applied Overhang Condition
Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1t..Qu 2'-0" 3'-0"
102 M,P,H. 21 14'.7" 14'-8" 15'.1" 15'-9" 102 M,P,H, 21 11'-2" 11'-4" 11'.10" 12'-8"
110 M,P,H. 25 13'-5" 13'.7" 14'-0" 14'-8" 110 M.P,H. 25 10'.2" 10'-4" 10'.11" 11'-9"
120 M,P,H. 29 12'-6" 12'-8" 13'-2" 13'.11" 120 M,P,H, 29 9'-4" 9'.7" 10'-2" 11'.2"
125 M,P,H, 34 11'-9" 11'.11" 12'-5" 13'-3" 125 M,P,H, 34 8'.11" 9'-2" 9'-10" 10'-9"
140 M,P,H. 41 10'-7" 10'-10" 11'-4" 12'-2" 140 M,P,H, 41 8'-0" 8'.3" 8'.11" 10'-0"
ATTACH SHINGLES TO COMPOSITE ROOF PANEL
'/'11TH INDUSTRIAL ADHESIVE'
(2) CONTINUOUS 1/4' LINES PER SHINGLE 4' TO 6' O,C,
, CHEM REX-PL PREMIUM ~ URETHANE ADHESNE
'OSI- Rf140
ALUMINUM FACING
EXPANDED POLYSTYRENE OR POL YISOCY ANURA TE
NOTE: MINIMUM SLOPE 114' PER FOOT '/'/HEN INDUSTRIAl
ADHESiVE IS USED FOR A TT ACliMENT
,a.'i.
,)
.
f
(
I
\
F
[
...I'r
1
-,(
.., },: L
"~
-1
L
i\.
/\,'~;) "".;.L
co ....
8 M
0
It) co
CD I
I'--
CO CO
XCOI'--~1t)
gg~~g
'CD ·
:lId~""c:."'"
~c.:l'--x"",to
z~~<~8
-CI) u.
:lI<tiococo
~w 0,,",,"
....r,jO
.J""'S""'<<i!
<"'" ":'Qz
:>-C]cocco
<(/)1'--01=
~~~~~
:! e
en ~
::j
...J
~
:J
Z
~
~
Z
t:) U)
U) UJ
U) UJ ...J
n:: 0 CO
llJ U) ~
> UJ
a n:: l()
ll. :J Z
a I- a
a 0 i=
:J
n:: n:: 0
I- llJ
U) U)
~
:J
Z
~
:J
...J
~
u..i ~ ~
. t-: N
n ... ~
u..~N
Vl'"'
...:;;e. Li ...,.
C) 8." ~
cl-z'1':g
c~@~"'
Q)~<~~
(IJoo~;e
~:I:~~
. [jj ~ ~ g
wQoo~
~ffi~~~
cl>J.w
Q)~~1-
L.."CIl
:: q
C1J Q..
...J
48
OF
4
ROOF
SELECT EDGE BEAM TABLE 3, U AND I OR TABLE 3,12 ,/
= ---, "
I' I
~ ~~W-~
I I' FOR MAX~
II d UPRIGHTi
~I: LE:-<GTH: "x2'
VARIES NO MAX, (ELEV, SV<S OR ON GRADE)
SEE SLA.B DETAILS
FOR FOOTINGS
SOLID ROOF
WiNDOW FRA.',l,NG CAN ATTACH
DIRECTLY TO HEADER
J:
"
- '--r~
TYPICAL GLASS ROOM WITH SOLID ROOF, TYP!CAl FRONT VIEW FRAMING
. (HEiGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PV<TE TO BOTTOM OF WALL BEAI.A)
GV<SS WiNDOW INSTALLED peR ___<_
MANUF ACTURERS SPECIFICATIONS
CONVENTIONAL FRAMING OR ALUMINUM
COVER SYSTEM SHEETING BOTH SIDES
ANCHOR W1Tl1//8 x 1/2' SHEET METAL
ALTERNATE CONNECTION AT
F ASClA ALLOWED
SEE SECTION 7 FOR DETAILS
ALUMINUM SHEETING OR VINYl
LOAD_VIDTH
FO. R ROOF SEA,YS _____
/- LW -r c::::
, .<'- P'2 ~ P.'2 -+
I .
SOLID ROOF
SIZE BEAM AND UPRIGHTS
"lOR TABLES
)< OH, 1
i> = PROJECTION FROM ElLDG,
L W = LOAD WIDTl1
--~
I " "',"",IES
,
I
/- P VARIES -;,t
---~-b
EXISTIN3
STRUCTURE
GLASS ROOM WALL SECTION
SOLID COVER
, ~ EDGE BEAM
MINIMUM 2" x 2' x 0,032' ~ I ::::---;:
(TYPiCAl) r---". Ii II,
r---:MAXiMUM WIDTHe' I-~
I lEDGE BEAM SPANI !!:!
SHEETING MINIMUM ONE SIDE ~ rl~ROUGH OPENIN ~ ~
-t::~~,_JWITH NO HEADERi 2" x 2" I_{
~I II IF! _.;.. VARIES
SLA.B 3-1/2' MINIMUM I
(SEE DETAILS)
TYPICAL SCREEN I GLASS ROOM
NOTES:ANCHOR l' x 2' OPEN BACK EXTRUSION WITH 114',a.1/4' CONCRETE
FASTENER MAXIMUM OF 2'~' ON CENTER AND WITHIN 6' OF UPRIGHT
ANCHOR ,. x 2' TO WALL W1Tl1 2.112" #10 SHEET METAL SCREWS WITH
WASHERS 2'~' ON CENTER, ANCHOR BEAM AND UPRIGHTS INTERNALLY
OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS,
MiNIMUM SLAB THICKNESS FOR SLA.B ON GRADE IS 3-1/2' CONCRETE,
SELECT FRONT WALL BEAM FROM TABLE USiNG LARGER LOAD WIDTH
VALUE OF P/2 OR P/2 . O,H,
.P'IS CLEAR DISTANCE FROM HOST STRUC11JRE TO FRONT WALL BEAM,
REMOVE VINYl WINDOWS WHEN WIND SPEEDS ARE PREDICTED TO BE
75 M,P,H, OR GREATER.
~<<f SPANS PER TABLES
, '. SOLID ROOF
STRUCTURAL OR PAN
~",,# ,;;) '~.
-~~' II ~
'H' * ;;~I/ 'A' ~~
.l~'", ,~
'~~/!i' /;
" /:,... /;1 . ~'<_4;,~9;:
-'. ' ./ ,II "
/' ii ' 'Ii
-''-'-_, " ~~:I ,;i.'~1
-~I.' I, ':,
V. ~', !'
1ty/~S' ""-,~.,,#'
~ ..../
* . UPRIGHT HEIGHTS
'-
>-
TYPICAL FLAT ROOF ENCLOSURE
TYPICAL ELEVATION GLASS ROOM WALL
'----
'H'
TYPICAL GABLE ROOF ENCLOSURE
y
,.c 1'+ 1'-/
~-"<
r ~-~x
',. -l,
r 1 ~
2" x 2" PATIO EXTRUSION
y
"" l' ,"" l' t'
,
n-'"
",. .'
fo= r-t'
, ~
: -~
A = 0,65 In,2
WT = 0,78 PLF,
Ix = 0.54 in,'
Sx = 0.43 in,3
6063 . T6
2" x 3" X 0,050. PATIO EXTRUSION
NOTE: OTHER POSSIBLE EXTRUSION SECTIONS
NOT SHOWN SEE ENGINEERING MANUAl
~\oGa eN'
6O"MAX,
'Z' x 6' S,M,6, HEADER
t#J x 1I'r @ 24' 0 C, (3 PER PANEL)
AL TER."lA TTVE BEAM SUPPORT
RECEMNG CHAN!,;EL e t#J x 112"
TO STUO ! t#J x 112" TO BEAM
~\oGa eN'
I. )i~1
~
FRAMING DETAILS
[I U)
Ie
Ii?
. I~
"'I;l
I~
1;-
t#J x 112" (3 PER PANEL)
2 x RIDGE BEAM
- _ , J' ~OOe '- - - _ _
--, PAN<- - - ,
~. '"><eo, .~
2~ ~ --
~
BEAI,( SUPPORT
STUDS TYPICAL
II U)
Ie
l~
*' l~
"'i;l
I~
V-
THE STRUCTURAl. ADDITIONS AS SHOWN IN T1-US ENGINEERING PACKAGE ARE DESIGNED TO BE MARRIED TO A MANUFACTURED
HOME STRUCTURE. Tl'E PIER SUPPORT SYSTEM FOR THE MA.'lUFACTURED HOME UNIT AS REFERENCED BY THE DMY
RULE 1SC,2,OO72 AND THE NATlONAL !.\ANUFACTURED HOUSING CONSTRUCTION AND SAFETY STANDARDS ACT 3280,306 IS
ADEQUATE TO HANDlE THE ADDlTlONAL STRUCTURAl. LOAD TRANSMITTED TO Tl'E MA.'1UFACTURED HOME STRUCTURE BY
THE STRUCTURAl. ADDITION,
THE PAN SPANS SHOWN ARE CAlC1J1.ATED ON THE WORST CASE LOAD OF 120 MPH WINO UPLIFT OR 20 # I Sa. FT, LNE LOAD
MULTiPlY NUMBER OF SCREWS OR A.'1CHORS BY CONVERSION FOR DIFFERENT WIND LOADS
j,-r,tTrC '
rH-
~ J-
~
CONVERSION DETAIL 1
1" X 2' x 0,044'
/~
2' x 2' x 0,044'
/-2,125'-rr
I...-rr'~ -~
I ~
: -"<
l' x 2,125' x l' x 0,040'
RECEIVING CHANNEL EACH
SIDE
ATTACH CHANNELS TO
EXISTING 2' x 2' POST
EXISTING 2' x 2' x 0,044'
UPRJGHT
WINDOW FRAME
CONVERSION DETAIL 2
OPTIONAL
SCREEN ROOM TO GLASS ROOM
CONVERSION DETAILS
ALL TECHNIC.AI, ,ASSIST,A:-;n ;,'f, 1 ERIALS ,ARt
PRO\ _)[-:D -AS.:Sw, :\!'-ID RC': .,,~ ,4.,~.:"-~llNlJ~{
DiSCL,', "..{s /\LL \'~' A.RR..A,':-.iT1ES E;(PRESSED OR
1M:, 'f:'. ",,;Cl.UDl1'.G bleT :-;OT LIMiTED TO, ALL
WA:_l.~i\~~:';E.s OF MEF_::l-L'\NTf.~!L!TY (JR Fn1'-~F..ss
FOR ,A Pi..Rl '~,AR PU,prlSE ROY,\L ALli\1IN\JM
DO >',,-',':- ';j;; ?,'rr n-:.:.. T ^~-:y j-f;,D8UCT ___":ILL
eo~: c Y .ITH 51,\ ~.E 0" LOCAL i,,-'LDING CODES
eUST ..VcRS AH ,O:,LLY RESPuNSlBLE FOR
EN,~ ,G CO..''.LiA,:,',E WiTH ANY .AND ,All
GOVF,RS;,.\E:-;T\L ?,E(;IJU TIO:-;,
THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE
BASED ON THE LOAD REQUIREMENTS FOR THE FOLLOWING
CODES:
1l STANDARD BUILDING CODE 1997, CHAPTER 16
INCLUDING SSTD ''''96
2) BOCA '<ATIONAl BUILDING CODE 1996
3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM
RESISTANT CONSTRUCTION 1998
NOTE:
WIND LOAD CONVERSION:
SPANS AND HEIGHTS FROM TABLES ARE BASED ON A 120 M'p,H,
WINO LOAD, TO CONVERT TO A 140 M,P,H, WIND LOAD MUL T1~t'
SPANS AND HEIGHTS BY 085 ,.
JOB NA'.AE:
ADDRESS:
n'iN6
n ISc..()lAV\T
DRAWING FOR ONE PERMIT ONLY
<0 M
o 0
55 <D
CD ,..:.
<0 <0
X<or-.(',jiO
gg~~g
2 'dlCD I I
Q<o......(',j;:!
;;)a.c;:x~<o
zl-",<,o
-(/) U.oo
i<iio~<O
1.U Ot,.!.
;;) "0'-
.J;~~o(~
<~:J,..:.gz
>- co(/) ~ a: 0
< ,- 0 1=
~~~ii~
~ g
J: ......
(I) ~
::i I-
..J
~
:J
rr.~
~~
Oz
o~
0:::_Cf.)
Cf.)Cf.)..J
Cf.) W I-:t
etO
5t3~
060:::",
...J:Jz
>-1-0
~gf=
>0:::0
"I-UJ
zCf.)Cf.)
~~
O::::J
uz
Cf.)~
:J
..J
~
.1-
W ~ ~
. I-' N
f'\ .... ~
u.. ::l N
(1)<">
~- ~ rt ..
Q,)u<,r::
c~~;!:&
Clu~~:2
Q,)~i3~~
coo~g",
. ~ ;:: ;; ~
WlJJ ::>Za>
000-
())J:X
Q,)o:",a.<
HUlJJ~~U.
Q,) ~ f-
~<D
, 0
ros ~
I~..J: -
fU
/
1
OF
6
c--
I ~_
(2)#10x1'SHEETMETAlSCREW '_ ':5,l i~T
INTO SCRE\\' SLOTSt ~t.~
ANCHOR" x 2" PL4.TE TO CONCRETE i-1'
WITH '14' X 2.1/2" CONCRETE
ANCHORS WITl-HN 6" OF EACH SIDE '
OF EACH POST AND 24' 0 C MAX. ----11
" I VI
IIJ1..-
J 1"-
~ - .' - ~Lr
\j~']'
MIN, 3-112" SLAB 2500 PSI CONC, '., '. , - J
6x6-10x10 WW,M. OR FIBER MESH .
VAPOR BARRIER UNDER CONCRETE
~~
BEAM/HEADER
ALTERNATE CONNECTION DETAil
2" X 2" X 0,063" ANGLE CONNECT
UPRIGHT @ SEAM/HEADER AND
CHAIR RAIL
'" X 2" EXTRUSION
1.1fS' MIN, IN CONCRETE
HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
2" X 2" OR 2" X 3" OR 2" 5MB POST
~
1
l
/
I 0 0
~ ~ HEADER BEAM
(4) #10 X 1/2" S,MS, EACH SIDE
OF POST
~ ~--------
0;-1
r0
JP=E
J I f_ ,r:-
~~ .) I:~
MIN 3-112" SLAB 2500 PSI CONC \ ';~: ' ,.' . L /
6x6-'Ox10WW,M,ORFIBERMESH ~
VAPOR BARRIER UNDER CONCRETE
ANCHOR l' X 2" PL4.TE TO CONCRETE
WITH 1/4" X 2.1/2" CONCRETE
ANCHORS WITHIN 6" OF EACH SIDE
OF EACH POST AT 24' O,C, MAX.
OR THROUGH ANGLE AT 24' O,C, MAX.
H-BAR OR GUSSET PLATE
2" X 2" X 1/1S" ANGLE EACH SIDE
ATTACH TO POST AND CONCRETE
AT LOAD BEARING WAlL WITH
(2) #10 X 1/2" S,M,S, EACH SIDE
l' X 2" EXTRUSION
1.1fS" MIN, IN CONCRETE
SELF.MATING POST TO BASE ANC SELF-MATING POST TO
BEAM DETAIL
EDGE BEA~
~~
Frfh-->
l..V )U ,--_
-.-! '
,', r=Ff
GJO
.!...J ?-L
--uJrf-.-
>.1 " , .. .-<2-
, , .
" X 2" OPEN BACK
ATTACHED TO FRONT POST WITH
#10 X 2" S,M,S, MAX, 6" FROM
EACH PURllN AND 24' O,C,
FRONT WAlL PURlIN
TYPICAL CORNER DETAIL
SIDE WAlL HEADER ATTACHED TO
,. X 2" OPEN BACK WITH MIN,
(2)#10 X 1.1/2" S,M,S,
SIDE WAlL PURLlNS ATTACHED TO
l' X 2" OPEN BACK WITH MIN,
(2) #10 X 1-1/2' S,M,S,IN
SCREW BOSSES
FRONT AND SIG;: BOTTOM RAILS
ATTACHED TO CONCRETE WlTH
114' X 2.1/4' MASONRY QUICK SET
AT 6" FROM EACH POST AND 24"
ON CENTER MAX. AND WAlLS A
MiN, l' FROM EDGE OF CONCRETE
CCMPOSITE ROOF PANELS: IT11 f
(4) ,,4' X 4' LAG BOLTS WITH. RISER PANELS:
Wlni 1.114' FENDER WASHERS I I, /- (3) #8 X 1/2" S,M,S, PER 12" PANEL
PER 4'-0" PANEL ACROSS THE ~ I _ I
FRONT AND 24' 0 C, AlONG ~ I .
SIDES (WAlK-ON) I ~ _ _ ~
2' x 2" OR 2" x 3" HOLLOW ' TrTI~ HEADER ATTACHED TO POST
SEE SPAN TABLE HEADER W)-l WITH MIN, (2) #10 X 1,1/2' S,M,S,
IN SCREW SOSSES
CHAIR RAIL AND KICK PL4.TE ~
2' x 2' HOLLOW RAIL J ~
+' ;" ",' 2" X 2", 2" X 3" OR 3" x 2" HOLLOW
POST ATTACHED TO BOTTOM ~ SEE SPAN TABLES
WITH MIN, (2) #10 X 1.1/2' S,M,S, I'
IN SCREW BOSSES ' ' :L..J1 - "----.:.. FOR SNAP EXTRUSIONS CHAIR
tI RAIL ATT ACHED TO POST WITH
EXISTING SLAB MAY SE USED IF. MIN, (2) #10 X 1.112" S,M,S, IN
IN GOOD CONDITION AND APPROVED' SCREW SOSSES
BY niE BUILDING OFFICIAL I ,
(')HILT11/2"x3-1I2"KBII- _~ I', -'-r- ~"X2"OPENBACKSOTTOMRAIL
90LTSAPPROVEDFDR6S5# ~ . "
UPLIFT WITH STD PLATED CUT .,., . '. 1/4 X 2.114 MASONRY A.NCHOR
STEEL WASHER ' " @S"FR(,\!JEACHPOSTAND
., 24' O,C, ~'\AX.
\') 31S' eOL r FOR ~" pon
(2) 318' SOL TS FOR 3' x 4' POST
TYPICAL UPRIGHT DETAIL
1.,t2" X 1,1/2".0,080" ANGLE
EACH SIDE OF CONNECTING
9EAIA WITH SCREWS AS SHOWN
--.
UJ
~
ct
UJ
!l.
J:
l-
ll.
UJ
Cl
PRiIVAAY SEA""
SEE TABLE 3,1,1
@
@
@
@
@
@
CARRIER SEAM _~
SEE TABLE 3,1 ,2
MINIMUM #8 S,M,S, X 314' LONG
Nl.MBER REQUIRED EQUAl TO
SEAM DEPTH IN iNCHES
NOTE: EX'RUSIONS WITH INTERNAL SCREW BOSSES
MAf SE CONNECTED WITH (2) #10 X 1.1/2"
INTERNALLY
CARRIER BEAM TO BEAM CONNECTION
ALL TE.CH~ic."l As...S!"T_~~';C} \.1.,-':_B,;'.\_~--S ,.<.,pJ.
PRO\ :'I-D "f..>LS", ^~D KOY,~i r,Li; ,11'" l:M
DISCl.I,HS ,~LL ':QA,K!<-^~IE5 Exr-R-ESSW OR
IM,;lE:), iO:CLUD',1"G BuT ~Ol i ',\\'ll:D 'YO, ,~LL
\N,~._P_A.~:;ES DF V,ERCH,v,rr."B:uri (;F( Fn;--.:ESS
FOR- ,~ F,~RlIC'." ,~" PURPUSE PUY,\L HUMf'.:l:M
DO. ~\)T "~';\R"C ~~ THr,-;- /\ "~~,' ;,[ZU:)UCT \X'ILL
CO~,' 'I- Y \'C!TH ST,\TE. cr. LlX~.",: i'i...'lLD1:-"'C C('DES
CUS-, .:;.\ERS ,\1Z,c S:: ',::: ,,2g0SSiBLE FOR-
ENS~f'-,:";G CGMPLLA..'"<C;':: \X::7:-! :,~~~\' ,A."iD ,....U
GO\ "ER..;'.l~>l.E;-~~"T ,:. REG~-,LA TIO...,;S
+ f
PAN ROOF OR WOOD BEAM
~ _ ~ (4) #10 x 1/2" S,M.S, EACH SIDE
~ / ~ a: OF POST
1 x 2 OR 2 x 2 ALUMINUM . / -, .1 I~
TOP1x20R2x2ATTACHEDTO ~ r 1
POST WITH l' X l' X 2" X 1f1S" X 0,045" U I
ANGLE CLIPS EACH SIDE OF POST r
WITH MIN, (4) #10 X 1/2" S,M,S, ~r-
I 'c~ 'L' CUP OR 'U' CHAI'oINEL
+ J.' ~- / 1. CHAIR RAIL ATTACHED TO POST
CHAIR RAIL AND KICK PLATE / Wlni MIN, (4) #10 S,MS,
2" x 2" 0,044' HOLLOW RAIL
ANCHOR 1 X 2 PLATE TO CONCRETE ~ L ~ - _ 1 X 2 OR 2 x 2 ATTACHED TO
WlTH 114' X 2.1/2' CONCRETE '! BOTTOM WI l' x,. X 2" X ,I1S"
ANCHORS WITHIN 6" OF EACH SIDE 0. ;' 0,045" ANGLE CLIPS EACH SIDE
OF EACH POST AT 24' D,C, MAX. i! A.'1D MIN,.(4) #10 x 1/2" S,M,S,
OR THROUGH ANGLE AT 24' DC, MAX. Jp I
' I 1_ l' .2" X 0 044' OPEN BACK EXT,
r
~j ~ J I ::~+ 1.1fS" MIN, IN CONCRETE
MIN, 3-1/2" SlAB 2500 PSI CONC, ~;- .: . ~
6x6-1Ox10WW,M,ORFIBERMESH ~-_~/
VAPOt{ BARRIE,q UNOER C0NCRETE
SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL
NON-LOAD BEARING WALLS
A....GLE OR RECEMNG CHA....NEL
l'1ll.:~
PRIMARY BEAM ~ ""
SEE TABLE 3,1,1 @
I ~ @
I 0 @
I
I
MINIMUM #8 S,MS, x 314' LONG
NUMBER REQUIRED EQUAl TO
SEAIA DEPTH IN INCHES
NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES
MAY BE CONNECTED WITH (2) #10 x 1.112"
INTERNAlLY
CARRIER BEAM TO WALL CONNECTION
BEAIA TO WAlL CONNECTION
(2) 2" X 2". 0,060" EXT'CRNALL'f MOUNTED ANGLES ATTACHED TO WOOD WAlL WITH MINIMUM
(2) 3IS' x 2" LAG SCREWS PER SIDE OR (2) 114' X 2.1/4' ANCHORS TO CONCRETE OR MASONRY
WAll ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER THAN 3"
(ALTERNATE)
(1) 1-314' X 1.314' X 1.314' x liS' INTERNAL U-CLlP ATTACHED TO WOOD WALL Wlni MIN, (3) 3IS" d"
LAG SCREWS PER SIDE OR (3) 114' X 2.1i4' A....CHORS TO CONCRETE OR MASONRY WALL ADO
(1) ANCHOR PER SIDE FOR EACH iNCH OF CANTILEVERED BEAM DEPTH lARGER THAN 3'
a:l (;;
o 0
~ a:l
Cl) ~
a:l a:l
xa:lr--t\j'"
g~~$1g
I .-- ..." I
:ld~~~-t
~o.:r--..-t~
-tX""
z!-",< '0
prf) u.oo
:I <reoga:l
w Ol~
~ '0'-
.J~~"'f<(;i
< 2r--Qz
>-~E-'a:o
<( v, ,- 0 i=
3:lli~Li<(
:r:..Jo Z
~ Cl)
s: .....
cri
;:j
.:J
w
I-
...J
~
::J
()jz
~ ~
a ~
OZ
~(j()j
()jen...J
~~~
(j~~
O<j~("')
...J::Jz
>-1-0
~uf=
>~u
z' t; ~
~ ~
~::J
uz
()j::E
::J
...J
~
....
w ~_
. f-' N
0... ..J -
~N
<I)'"'
~~i"
(l) U . r.::
C"'~'1'co
<:0"1."')
c"'s:ie:2
~~c3i~
~:t:__
W'~5~g
Q 0 0-
"'J:><
(l)':''''ll.<
",,-COwL!.
....."lJJ("")~
c"'''w
(l)~~1-
'- ~ c:l
=:: ll.; 0
fl::>.o:
0'
/
2
OF
6
~
tJ -0---
~
- U-GHA.NNEL
INTERNAL OR EXTERNAL RECEIVING CHANNEL
,_.- -- 2' x 2" x 0,063" ANGLES
INTERNAL OR EXTERNAL ANGLE CLIPS
~;=
~ 00' 4
"'
ALUMINUM TUBE COLUMN-
EXTRUDED ALuMINUM BASE OR
BREN< FORMED U-CUP
CORROSION RESISTlYE STEEL
THRU BOLT PER SCHEDULE
CONCRETE SLAB OR FOOTING
CONCRETE A'<CHORS PER SCHEDULE
TUBE COLUMN BASE SCHE~ATIC
INTERNAL BASE
NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL
BRACING FOR FREE-STANDING COVER
<>
~/L1~--
~ ~~!--._-
~.LJ;i
- ' '---
"'---- I /"
..~/ '---/-
POST IN CONCRETE #4 BAR 12' LONG
POURED CONCRETE REFER TO TABLE 4
ISOLATED FOOTING
~ .'9!~
l'~.
. "-.;./ .
~
-~ --------
------------
3' x 3' POST TURN BOLTED
TO ANCHOR RiSeR
2.3/4' x 2.3/4' x 2.112' LONG
1Ia'TUBING
WELD€D CONNECTION
FASTEN PER TABLE 6
12' x 12' x 1/4' PLATE
3-112" CONCRETE SLAB
BASE ANCHOR CONNE:CTOR
FOR POST TO SLAB CONNECTION
.
~
'"
~
c<\
,
V'
'I' = THICKNESS OR REQUIRED POST
TOP OF GRADE
3' x 3' POST PER TABLE
eo lb. 2500 psi CONCRETE PRE-MIX
318' x 3- 1/2' BOLT
OPTIONAL CONCRETE CAP BLOCK
OR BRICK
(1 1 #4 BAR AT CORNERS A'<D 10'.<J'
ON CENTER FILL CELLS A.'IID KNOCK OUT
BLOCK TOP COURSE Wln1 3000 PSI
PEA ROCK CONCRETE
~
-
j
~
~
N
...
3' x 3' BASE
PORCH POST CONNECTION
ALUMINUM CONVENTIONAL CONSTRUCTION
RIBBON FOOTING OR MONOLITHIC
IF MONOLJTHIC SlAB IS USED SEE NOTES
OF DET AILS BELOW
I
r 12''''
ANCHOR ALUMINUM FRAME TO WALL
OR SLAB WITH 114' x 2.1/2' MASONRY
ANCHOR WITHIN 6' OF POST AND 24'
ON CENTER MAXIMUM
( 1 1 #4 BAR CONTINUOUS
8' x a" x 1S' BLOCK WALL (MAX. 32")
(1) 1/.513 BAR OR (2) #413 BARS
MIN, 2-112' COVER
KNEE WALL FOOTING FOR SCREENED ENCLOSURES
....,
,
p~+
. '
- -'- - - - - - -
LU' '
n" ~
:' ~
L.3
[1'--=
,I fl
'tl~
~Il
r-QJ
,
~
~
to
...
~...
"
.,
.......
l->
RAISED PATIO FOOTING
(2) 2" x 2" x 'I' ANGLE OR (1) U-GHANNEl x 'I'
. .
~
,ll'
I
I
'"
(1) #5 BAR CONT,
--
,
(1) #5 BAR CONT,
'-;---
;""'*-----
" -
"
, ,
2'-0" MIN,
BEFORE SLOPE
~ 1" 3.112'
~'-'~;:L.==O-:':":':""=~=~ .~.. - -: -~- ~- .
/,="_~'c:~--= -,-,,_. = ===",=","-",=====,,-=
a,
/- a' --,I
TYPE I
FLAT SLOPE I NO FOOTING
0-2'/12'
TYPE II
MODERATE SLOPE FOOTING
2'/12..1'.10'
: :=-r="'==1'c:' =-
TYPE III
STEEP SLOPE FOOTING
> 1'-10'
NOTES: 1, NO FOOTING REQUIRED EXCEPT 'N'rlEN ADDRESSING EROSION EXCEPT FOR EXISTING
SLAB WITHOUT REINFORCEMENT, THEN TRIBUTARY ROOF AREA LiMITED BY TABLE 2,4
2, MONOLiTHIC SlABS OR FOOTINGS SHALL BE MIN, 2,500 PSI CONCRETE WITH 6x5-'0~10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LiEU OF MESH,
3, IF LOCAL BUILDING CODES REQUIRES A MINIMUM FOOTING use TYPE 11 FOOTING OR
FOOTING SECTION REQUIRED BY LOCAl COOE, LOCAL CODe GOVERNS,
SLAB DETAILS ADDRESSING EROSION
-"- 8' --,I'
n
-2-8]'" -"'-
",.. ~
. -'-
J"- 8' -',(
PAD FOOTING
ALUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (1) #5 BAR CONT,
MINiMUM 2-1/2" OFF GROUND
RIBBON FOOTING TYPE I
L8
I
. -'<,;
. ,
.-' .: . . =
," ".I~
;c- 1 2' -1"
ALUMINUM STRUCTURE FOOTING
2500 PSI CONCRETE WITH (2) #5 OR (3) #3 BAR CONT,
MINIMUM 2.112" OFF GROUND
RIBBON FOOTING TYPE"
ALUMINUM ATTACHMENT
3-112' CONCRETE SLAB 6 x 6-10 x 10 WELDED
WIRE MESH OR FIBER MESH CONCRETE
VISQUE.'l/E VAPOR BARRIER UNDeR SU.SS
HAVING STRUCTURES ABOVE
OJ .~
o 0
g co
0) ~
OJ OJ
XOJl'oC\jLO
g8~~g
20'<>>0)'..t
,co.....C\jl'o
"c.l'ox~co
ZI-~<(16
~V) U.oo
2 <(Li 0 f:6'?
w 0'..-
" "0"-
.J:t~-t<(~
<-ta5~Qz
~V)ie~S
::lli......J<(
a..J~u.z
I: S
o ~
:J I-
...J
<1:
=>
(j)z
~<1:
o ~
OZ
o:::Q(j)
(j)(j)...J
(j) w <1:1--
:)0
c:Jt3~
060:::",
...J=>z
>-1-0
zu-
-> ::> I-u
0:::
z. t;; ~
lli~
0::: ::>
uz
(j)~
=>
...J
<1:
"''ELL COMPACTED CLEAN FILL OVER S,~CRIFICED
,'\ATURAL SOIL 90% RELATIVE DENSITY
CONCRETE FILLED BLOCK STEM WALL
8' x 8' x 16' C,M,U,
8' x, 2' CONCRETE FOOTING WITH (1) #5 CONTINUOUS
LOCATE ON UND!STURBED NATURAL SOIL
(1) #5 VERTICAL BAR AT CORNERS AND 10'.<J' Q,C,
GALV, METAL STRAP (14 GA. x 1')
a' x 8' x , 6' CONCRETE BLOCK
a' x 24' x 24' POURED CONCRETE PAD
(2) #5 BARS (1a'LONG) EACH WAY
CONCRETE POURED CELLS WITH #5 BAR
(SAKRETE READY MIX wi GRA VEL)
ALL TEC,i:-:i:>:\c A5SI'i'C' "CS \'!,.'"RIM.5 ARE
PRO\I;)ED 'AS-IS", A:-,C) "v:",. i\LLMIN\JM
DISCLF:.\1S ALL W',RR^~;Tlr.5, E,.,'RESSFD OR
~~L;~~,~D;~~{)~)~\:'J'J,~: :~T~R~r~~~I~ :~!~~
DO;., ....'.- \''', T..' '...:: crH A 'r A.>j).' i-R00lCT \'(,.'ILL
co~: ~~ \'('1;-;~ ~~":'j E c:Z ':_~)(=A.~_ p,1jIL:)I>~G ceDES
CUS': _;,"n~R.5 A?E SO:"i..L Y RES?C'SSl~LE. FOR
E.NSu:,.;.'\G CO!'v~PLlA>1CE W:Td "'_~'( ,"',hID A..U
GOVEP.:';Mc,";T A,L REGUU,Tl0>';S
.1-
W'l: ~
. ~ ~
D.. -' ~
:;)'"
.. V) ~
~ ~ Ll. ~
Q)U<f:
C~B;!~
C"'~:e'"
~~~~~
.-J:I:S_
. ~ 5 ~ g
Wooo~
tI):r><
Q)';''''ll.<
U-"'LULl.
UJ.....J
CUJ~LU
Q)~~i-
~al
::;jl~o
r. -' a:
t~
SHEET
3
OF
6
rtl
I I
" ,
j: It /
j1_Ll
:;r,l-rr-
4 ~ ~] ~
. . .
Table 3,1,1:
Allowable Beam Spans, Hollow Extrusions for Screen
and lor Viny I [Open] Rooms with Solid Roofs
Aluminum Alloy 606J ToO
amp e:
For 2" x 2" x 0 044" Ex1rus!on beam span IS distance between uprights: to enter table roof panel pre,ection
of 14'-0" find load width,
L,W, = 14'/2 + 2' Q,H, = 9' E 'ier table en ,eft under load wldtn Lead Width = 9'-0" Read span under
appropnate load,
LI..e Lead @ 17 # I Sq,Ft /102 MPH Load Beam Span = r--5'-G"
Note:
Glass Rooms The addition ef aluminum frame Windows W1\h glass panes that are designed to 110'AP,H
WInd load requirements to the above uprlgnt sizes increases the strength so that additional framing IS :"'ot
requlfed, Tables assume extn;s!on onen'ed wltn longer extrusion dimenSion parallel to applied load
;\LL TECH~iC\L ,">5LsrA~CE MA 1~?i^LS ARlo_
PRO\A,D .AS,LS', ,'.>;D iZOYAL f,L,-,MNGM
DlSCl...,i,',lS ML W.A.i,R.~>;TiES, EX?RE55ED OR
IM.'l.,,:~::-'" f!';CLUDiNG BUT ~OT Li'~HTED TO. ALL
\1,' ,&.. .R....~<T ;i:.r\ :')F ME ~~C)-; ,i>..:",'"i' ,~,~;;,] fY C,R F1Th'ESS
FOK ,A, P'",,'~V,l., A" ~L:K?OSF. ROY",:, AU;M[NGM
DO: >:c!'r \~:':~':;'.:l, '<1' T}':,o.T A~";"Y ';::.UDUCT \,(-lLL
CCW, L Y;('lTH ST'. :'E OR lOCAL 3 ',I,:::<>;G CODES
CG$', Y"':~R.I ME SC,.l.L'i ?,ESf::'~';!BLE FOR
ENSV'-l."~G CO;(~t'LL'!"', CE WITH .A.~,,( AND ,A,LL
GO\'ER.'iME'\;T n REG ut,~ T!O'iS
Table 3,1,2:
Allowable Beam Spans. Hollow Extrusions for Screen
and I or Vinyl [Open] Rooms with Solid Roofs
Aluminum Alloy 606J ToO
Wind lone
102 Mr'H I 110 MPH I 1~r'H 12n.'lPH t40 MPH
1nrrS'q.Fl I 20 III Sq, Fl Applied Load
I 2JIII Sq, Fl io ~ I ;,q, I"l J2 # I Sq, Fl
Load mom J' x 2" X 0,050'
5' 9'.5" 6'''''' I 8'.1" 1-(' 0.1D"
6 ~'-I ,.,,- I (-4' tH,. I o-J"
T ('." ,--4" I - 0-l1T 6'-0" ~.."
IF 7.~' 6'.10' I -6'-5'" 6'-{J' ~-~
9' 1'-0" o.~ I 0-0" o.~" ~.l'
I 10' 6'-8' 0.1 I " 5'.9" 0-4" 4.11)"
l' 6'-4 ~.l()- I 5'-5'" ~.," 4"
, 2' 6'.' 0-' I ~'-3" 4.11' 4-~
Load I'Vlotn J" x 2' x 0,010
5. 10',' I .'-4' I 8'-8" ~.i' ,-4"
6 9'-3 I ~., I ,.11 1-<>.. 0.9"
T 6'.7" I 1'.11' I 7'-4" 0.11 0-3"
8' {',,, ,-4 I 6'.11" 0-<> ~'.ID"
9 r"3 6',11" I 6'.{)" 0.1 ~-<>
to' {'.2' 6'.1 I 6'-2" ~.'" I ~.3"
'" 6',10' 5'.J" I ~"10" 5'.{)" I 4'.' I'
-..- ~ .,. -- -~- ---:7Z;" I '" ....- ~ I ,j.g"
,. ,., I
~oad"Wldth i" x J" X U,U~IJ
S- "-1 I 10'-3" I '0-7" 8',"" ~'.I"
S' 1O'-L" ~-4 I 6'Y 6'-2" '.:0
7' ~'-~" 8'-8" I !r.l' {'.r 6.1()"
8' 8'.9" 8', I 7.7" (.1' 0'0'
9' 8'.3" l-<j". I ,." o-<l o'.{J'
10' r,1()' (-3" I 6-.' 6'.4' i o.g-
I " 1-'0 6'.1 I' I 5'-5'" 6'." I 0.,
12' r.L' 6'.1 I o'-T ~',I(),' 0.3"
ToiCf \'VIom ex 4' X 0,000
5' I lJ'-9" I 12'-8" I " 1'.10" 11.1 10'.IJ"
6' 17-7" 11.7" I 10'.9" Hl-~ I 9'-2"
T ".T Ill""" I 9"11" ~.~ I 8'.,
8' 10' .W' l()'-',T I g'-4' ~.~' ,.11
9' 10'.3" .'-~. I 8'.1D" ~-J I '-'0
I '0' 9'.9' 8'., l' I 6'-4" .IU "I"
I 1" 9-3" 8'., I T-l1 T-G' 6'-9"
I 12' 6.\()' 8-2" I r",," 7'-Z' I 6'.{)"
Note:
Glass Rooms: The additIon of aluminum frame wlndowsNM glass panes that are deSigned \0 110 'A,P"H,
Wind load requirements to the above upright sizes Increases t~e strength so that additional framing is not
requ ired,
Table 3.1,3: Allowable Spans For CARRIER Beams in a Solid Roof, ENCLOSED Structures
102 MPH Wind Zone, Applied L.:ad = 291bslsqft Aluminum Alloy 6063 T~, Fb = 15,000 psi
Single Self-Mating Beams
Applle
Load
conv~eon '
Fa etor
, \'
~
I-f:R
0) ~
o 0
2 (Q
Cl ,.:.
ro ro
x~r-.C\lll)
g~g~g
2d~SN..t
:In:r--.,,-t!:;:;
-tX"'''''
ZI-",<,o
-(I) u.go
i~rioroa;:>
:] ..g,.i......
~~~"r<<!
< co::lr--.Qz
>- ,^ ~ a: 0
< w, .- 0 f=
~~~ri<
i3..Jo z
:f S
en .,:j
:j ~
~
q:
::::>
U)Z
~q:
o~
OZ
0::~U)
U)U)LU
U)LU~
::i 0 CO
~tB~
odO::('")
~::::>Z
>-1-0
~~i=
>o::U
z' t? tJ5
tH~
0::::::>
UZ
U)~
::::>
~
q:
.f-
W ~ ~
. f-' N
" .... ~
u..~N
tilt")
~~ i ~
C)U<.~
Cf-Z"f<o
~o,..'"
C"'5:"''''
C)~~~~
C09:I:e!.~
'~5w~
WQoiSe!.
C)~;1t~
U"'t");:j
c"''''w
C)~~1-
L-l.'m
~~
/ I
SHEET
4
OF
6
Table 3,2,1: Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-Q
Table 3,2,2: Allowable'Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
load
Width
< .. . II, 11'11 MOIIOW ... rUSlon
VY InCl lone
Load 110< M,,",,n, I IU M, ,.u M, ,M, I 1.1) M,i",M, I 14U M,i",n,
Width Applleo I.oao
n IJI::.q, ~L <J IJ IOq, ... ib IJ I::.q, -I. ,,~ IJI:>q, ~L Jij IJ i:>q, -\.
Jij 10-IU 10'J '4.4 lJ., 1 <'J
42 10.i 14 .. IJ .4 1"'1 11 .~'
48 14 . 'J.J ll'o' -~ lu.,
54' I.) .~ ll-o I -~ ~.
bU I.) 'U .iU I '. lU-o ~-o
bb 1<-0 -J IU" lU- ~-u
i" "- IU-IU IU -. ~-I 0-0
/0 I 1-0 u-o ,-~ ~ .J 0-4
04' I I -U IU--.) ~ -0 0-11 o -u
~:ru IU-O "0 ~ . 0'1 .~
. . 4' X U,U)U Ollow.."ruslon
VY Ino ..one
Load 1102 MY,H, I 11U M,i",M, llu M, I.' M,i",M, I 14U M,
Width Applleo Load
nll,oq, '.. 2J II I::.q, ~ \. lb IJ oq, 'L .. IJ I::.q, ~L Jb IJ I::.q, "..
:35" lU-~ 10 . -~' 10-lU JO.
42" 1~-J' 11-0 '0-, 10- I.)'
48' 'i-1' '9 -4 10-0 I 14' 1j-.l
~4' 10,1 10-0 14-0 IJ'-~- Il-~
00- 11:1.; 14-" '-l:r.':,.- I 'J-() ,:,,,--
6ij- 10-4 IJ'\ IJ. 1;1'-0 II.l
/2' 14-" IJ-4 ,,,./ 11-11- lU-.
/0' : 4, ,,,'IU ,,,. 11-0" 1U-J
04' I J./ 1,,-4 -0 11-()" ~.
~U' I.) -" '1 , -J lU'O' ~ .,
NoU! s;
l X" x U,UJ': HOllOW t.X truSlCn
Wino LOne
I-"'OZ'M:I-',H. I 11U IVl.t',H, 1;10 M, ,H, ,25 M_P,lf. ,~O M.P,H,
ApplleCl Loaa
lJ IJI::.q, n. 26.. I::>q, ~L l~ III::.q, ~L JI;) II/::.q,Fl.
0-11 "'0 /-,,. ,.[
0-J' , .~ 1-5- 5'-8-
I'~ ' 'J 0-" 0'-;2"
,... o-iV' 0", 0.10"
0'" 0-0 0'.2- S./
0-' o.J 5-.',- S'-;3"
6-4' 0" 0--:;- S'.,
0-' 0-' 0'0 4'-10
S.IV 0-0 o-J' 4"0'
0-0 0'" 04 4",
l.' X;l X U,UJO ollow l:.:ltruSlon
Wind LOne
lU.l 1Vl,i",H. I 11U 1Vl,i", . 1 ,20 M,...,H. I ';10 1Vl....,H, I 140 1Vl, R
Applleo Loaa
,. R'/::.q, -I. 23.. I::>q, ~L 40 II I::.q, Ft. 291# ISq, Fl 36.. ISq, H
~~ 10-3' I ~ -4 0"' cr-3' 1 -S"
I' -"4r-, ..<0"" -----0-1 0" -r.<;--' o-:n-
~' (l'.1()' 0'\ I" 1'-[ 5'-S"
04 0-4 I -I I ." b-~' 0"
;:~5j~~~::J:t w r-ll I-J 0" 5-S s-~
<~ ~C:6~3 f-----fjo 1-( O. 0-0 0" :Hj
~ ~ ~ ~ ~ ~ ~:~ = ~: 0:'~1 :~ 0:-::: o~-: '4~':~
I ~_._ III I ~ (1!, ~~3::'~ ,~o: o~:~: I ,,:,;.~~:, I :~i~~::~~,:';::~ I ,~': :,~:
", 1 ." ~ ~ 'v 1 .~ 1()'-L" "., ",1 o-~
3~j:):):': 02 4;1' W-4' :.-~ 0-'" 0-0 T~
I~i~~~~:~~!,:: :~ ',:: '::; ';-~ :~
j ...; ~ .' ~ ~ 8 : ::l i (; cc 0 .J 1 -'0 / - , 0 -<l 0 -IJ
<5:Cl~':I-:r:Cl"U"''- 1;1' 1'-11' I-L' o-~ 0-0 o.~
16' -I 1;)-11 0-0 o.~ 0-<:>
.4 (-4 0 -6 0 -J 0-1' S-4"
f-----Su i.'. 0 -0 O' I S--:l' S'-[
.l X.l x 01155 Hollow t:J<ltuSlon
Wind LOne
rwTM...,H, I ,1U IV "H. 1 120 M....,H_ I l~ M....,H, I 140 1Vl_ ,H.
Applleo Loaa
LJ II I::.q, -I. lb ~ I::.q, FL 29 # ISq, FL 36 # ISq, fL
., IV-~ ~-11 6-
lU-J'. "-6 . -~ o-J
~'./ ". I 0- 1'-:;-
:'-1 O~ 0" I.J
a--I 0 -, /-0 b-11
a'-" /-, IA 0-1
i.Hi '-0 0-11 b-J
(-i 1-, 5'-:". b'-(J
i -J o. ,~ 0 -<:> 0 -11J
/-IJ 0'/ o-J . '50
JI;)'
4L'
~'
04
1;)0'
bl;)'
/"
10
0'+
,,0'
n~~L
:,"'U'
"-1
a'-{3'
. -IJ
1-/
, -J
O.
o-<l
o-~
5'-:l'
Load
Width
Glass Rooms. The addrtlon of aluminum frame Windows WIth glass panes that are
deSigned to 110 MP,H, Wind load reqUIrements to the abOve upright sizes Increases the
strength so that additional framing is not requlfed,
Screen Splines on 3" side extrusion turned With 3" side parallel to sole plate,
USing screen panel width 'W (See typical glass room drawing), select upnght height "H"
requICe6 from the maximum height all'Owed for each ext'USIOn,
Example:
Screen panel width "W' = 60";
MaXimum "H" for a 2' x 2" X 0050' Hollow Extrusion = ,3'.0"
Table 3,2,3:
Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
:3" . 2" . 0,050" HolI'Ow lruSlon
~~o M,P,H, I ~~';~~~~ 125 M,P,H.
r-:-=-= AP;'Tle~rLoa
~~ 2:3~/Sq, t q, t I
~::?-11 ~~::~~:
I 12'-4' 11-2"
".
11
,
1 -,
L-,
Load
Width
140 M,P
Load
Width
I ;~::
I
I 48"
r--54"
!
1----30
4.l'
~'
~4'
I----fj\)'
00
( .l'
1----7. '
04
I----Sv
19~I::;q, H
"-J
, ,'-4
1() -/
':j -11
"",
':j-U
0'-8'
(l'-4-
(-,,
1-:"
r--?2"
r--?8"
I
Load
Width
4~
r--S4
Noles:
Glass Rooms The addition of aluminum frame WindOWS With glass panes that are
deSigned to' 10 MP,H wind load reqUlCements to the a DOve upnght sizes increases the
strength so that additional framll1g IS not required
Screen Spllfles on 3" Side extrusion tumed with 3" Side parali~ to sole plate
USing screen panel w,dth 'W' (See typ.cal glass room draWing ), seiecl upllght reqUlCed
from the maximum height allowed for each extrusion
Example:
Screen panel Wld\h "W" = 60",
MaXimum "H" fOr a 2" . 2" x 0036" Hollow ExtruSion: 7'.11"
N'Otes
Glass Rooms, The addition 01 aluminum frame windows With glass panes that are deSigned to l' 0
IA P H wind load reqwremenlS 10 the above upnght sizes Increases 1M strength so that additional
framing IS not reQuited
USing screen panel wIdth W (See typical glass room drawmg ), $elect upnght required from the
ma.xlmum he!9ht allowed fQ( each extnJSlon
Screen Splones on 3" sloe. extrusion lume6 'Mlh 3" Side parallej 1'0 sole plate,
Table 9,3: Allowable Loads On Screws And Bolts
(As Recommended By Manufac!urersj
Screw Diameter
Screw Diameter
Wood Lag Screw Loads
Using Southern Pine S,G" 0_55 or Equivalent 1,1/2"' Thickness
-I Double I Withdrawal
shea~ Ibs , She~~JlbS) I (j~~) .
~ -'J55"""f--rn-i
I 4(j() I /1l -I
Concrete Screws And Bolts In Concrete, Brick or C,M,U,
(Emb<>dment Musl6e . Minimum of ,.112"' Thickness With 1,114" From Edge)
onere e onere e
Screw Diameter
I
AJuminum Rivets with Aluminum Mandrel"
Tension
Screw Diameter Ibs. Shear
Aluminum Rivets with Aluminum Mandrel
Tension
Screw Diameter lbs. Sheaf
<
. Screw goes IrroJ9h two sKles of membe~
.... All t;arrel !engt.'"ls: Ce1us Industrial Quaflty Use manufacturers gq: range to match total wall th+ekness:Jf
con~e::'on, Use c."1art. To Select screw U S rivet substitution of 3nc."io( spe<:lf~tlons in draWIngs
Table 2,4:
Footings" Maximum Roof Area for Carport Posts
Wind lone =:
Applied Load =
Existing STab on Grade
with unknown
reinforcement
Isolated Fooling
Dimensions".
,'-0- . "-0" x ".(l-
"-4- . "-4" . 1'-4"
""" . """. 1'''-
"-8- . 1'-8" . T.(l"
"-8- . 1'-8-. T~-
2'-0" . T.(l" . T-o-
2'-0- x 2'.(l-. 2'''"
2'''" . 2'-6" . 2'''-
2'~- . 2'~" . 3'.(l'
.'Notes:
Isoia:ed Footlf'g IS a poure6 CQ(1cre:e rectaf'gular SOlId (Leoglh ,W,dlh , Oeplh)
S!ao Qf'1 grade musl be new Of In good concltlon
Maximum Attributable Ro'O! Area in Square Feet
30 26 22 20 16
59 5<J 43 38 31
77 66 57 51 41
120 102 89 78 64
150 '27 II' 98 80
155 132 115 '02 83
194 '65 143 127 '03
270 230 200 '77 144
324 276 240 212 '72
Pre-Cast Block Footing
Pre-cas, foolJng b.ock ( '6".,6".4") at 24" belO'," grace \\I,th 80' bag pre-m,. COnetele aod baCkfilled
to race
Dimensions
"-4" . 1'-4" . 2'-4"
ro ;;;
o 0
~ Q:l
0) r.:.
ClJ ClJ
X ClJI'C\/l()
gg~~g
0, ~O) , ..t
,ClJ '"'C\/ I'
a.~X~,?
f- M u.<'O' 0
-(I) 0
i'<liog,?
UJ 01....
::l "0'-
~~"'It<~
"'It::lr.:.Qz
~t151e5~
~~~li~
" 0
:f S
cri
::j
.:J
UJ
f-
....J
~
::)
U)z
~~
OZ
~Q
U)
U)U)W
U)W....J
:socn
a~~
060::("')
....J::)z
)of-a
zUj::
>~U
. f- W
zU)U)
lH~
0:: ::)
uz
U)~
::)
....J
~
.f-
w ~ ~
'f-' N
0... ... ~
:)N
V)<"'l
::i~u:..,
Q) U <" r::
c~~,!:g
cUJ\;:"'",
Q)~~i~
coo ","-
-':t:__
. ~ 5 w ~
WClo~e
Q),.;.~if~
,,~lQw"-
\..IW("')...J
CW"'w
Q)~~f-
L.. ~ <%l
>UJo
j!l
i
5
OF
6
Table 3,2,1: Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T.{i
Table 3,2,2: Allowable Upright Heights Screen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T-6
, ~~' ~ U,Uj, olTow ExtruSIon
Wind Zone
lOZ MY,H, I ,'U M, ,H. I 120 MY,H. I "~lVl,P,H. 14U M,...,H,
ApplleCl LoaCl
l~ IJ./::.q, rt. Z3 # iSq, ~l ~5 ,,--S-q, -t. L~" I::.q, rt. jb" I::.q, Fl
".lU ".1 r ,,-~ / .11 / .,!,
'';-1 ~-,,) / -~ / -~ o~
1j -b I ' ,9'. , -,,) 0-11 o-'!'
1j-lj i.... o.'v 0-0 ".IU
I_I 0,1 I 0-0 o-,!, ~./
I -j 0 - / 0 -j ~ -11 ~ -j
0-11 0.... ". ~-o :>'
0-0 0-' :>.~ :>-:> ..-IU
5'.::) I :> . I 'v " -0 :> -,,) .. .0
o -j I ~ -0 ~..... :> -v 4-0
~' ~ ~' ~ U,UjO allow ExtrUSIon
Wind Lone
. T lZ0 MY,H. I "~lVl.?"H, 1 140 M....,H,
ApplleCl Loaa
1 ~ ,,{::.q, 1;1. . 2J It iSq, rl I :26" j::;q, -I. :23" I::;q, Fl 35" i::;q, ~t.
,,)0 lu-3" 3'4' I o.~ I 1j-j. I-~
--,..,,---~~- ---.--~ --,,- --~----f~--
.." ' . I v 0 - , I . . I I -0 ~ - '
4<1' 8'-10" d.l 1'/ /',[ o-~
-5'4 04 ,-I ,." c.~ o,r
oV r -11 I -j 0 -~ C -:> :> -~
e.--~O I - I 0 - 0 -0 0 - :> -0
7, (-j I 0'/ 0" :>-IV :>-j
/0 0-11 0.4 0-, ~-O.' - ~.,
04 0 -0 0 -) :> -~ :> '0 .. -11
'--9u' 0 -0 :>., , :> -0 0 -j . .. ."
:2' ~ ~' ~ U,U44 ollowEXlruSlon
Wi nd Zone
'UL M,...,H. I ,'U M,r', , I lZ0 M,
-Applied Loao
, ~ "I::.q, ~t. I ZTIt iSq, Fl 26 II ISq, rl L~ if I:>q, rt. 36 II ISq, rl
"-,!, I iO'-2' {'I ~- 01
'U -4 I ~ .:>; - I v 1j -~ , -0
~-o o.-IU T3'" i.1(J i-'
9'-[ I 0-4. i .: iT I -~ 0 -(j
0'-0" / - ; V I -0 I -Ij 0-4
1j -j I / -'0 , - , 0 -00 0 -v
I -" I -2" 0 -~ 0 -:> :> -9'
I_I 0-11 0-0 0-, :>-0
/-4 0-0' 0-,,) :>-11 :>-4
t-r I co:> 0-1' o.~ :>-,!,
L ~ L' ~ U,U:>:> ollow ExtrUSIon
LWlnd Lone
~OZ"M,r',H, I ,uM,P,H, I lZ0 MY,H. ,,:> lVl.r',H. 1 140 MY,H.
ApplleCl LoaCl
,s;nsq:-"Flf23 II iSq, ~l Z5" I::;q, ~l ~3 II i::.q, Ft 36 II f::.q, ~l
1,!, -3" I ' 1 - r 'v -:> ~ - d-' ,
11'-4' I jU-j ,-0 ~.[ d-j
1(J.f 9-1' ,T 1j-1 {-(j
,-I' I "I T-o 1j., -j
~-o 1 d-I 0-' 1-0 0"
~-U I 3'.2" /., -4 0-)
0-0 / -'U 1-:> 0- o-T
,,-4 I 1'/ / -I 0 -, o-V
1'-1' I / -,,) c, 'iJ 0 -0 :> .1 U'
f -,,'. 1 / -(J ",,1 b-j'. :>-1'
Load
Width
-30
4,
~
:>4
OV
00
"
'0
~4'
~U
Load
Width
Load
Width
-30
'+<'
40
:>4
-6v
-6"0
~,
/0
1j4
~v
Load
Width
j\)'
4,'
F~
>----60
'--7 L'
'll'
04
~v
Load
Width
L' ~ J' ~ uu:>u Ho ow J:~truSlOn
I"/Ino..one
lU MY,l-\, I .U M, 'I 1.~ M, ,H,
App Ie<, ,-oae
't. ":6 ~ /"q, 'L "~IJI::>q,
,~,~ 1,,)-/
,,,)-q ',-I
,.:> '1-~
1 .~' , 1'-1.
-" lV-O
,v- IV-
'V -, ~'I
~ -~ ~-j
~ ':> ~-'I
~"1' ~'-r
o ow I:~ trUSlOn
\"Ilno ..one
lU M,P,H, I ""u M, ,n, I 125 M,P,H, 1 140 M,P,H,
Appll~e ,-oae
'L ,,,) tflSq, 't, La ~ I"q, rL "~IJI::>q, 'L
1~.11' II-~ 10'1\,/
o-~ 1:>,/
1:>-:> 14-/
.0' I Ij-~
Dcg-- - 13-U
,~-1 1 L-~'
". 11'11
,-1 , ,-~'
"-~ 1 ,-v'
II-~ lU'-<f
lO1rif:r',H,
14U M ,...:1'1.
-:;.
...
.~
~4'
.v
..
f"
I ~
~.
f-----'g" u
I ~ if I::>q,
10-lU'
1:>'{"
14'.r
13'-9"
J,,)-\J
1 L-:>
,.,
11'.~'
II'.U'
1 U'-O'
L <.J IJ I::>q,
1:>-,,)
4.,
~ -,,)
'''-0
J. IJ I::>q, 'I,
" -,,)
II .~
U-/
~'.
S'-o
~,V
~ .0
~'...
o'-U'
I....
H'1ir
11-,,)
jU-IU
lU-~
lv-V
9.<;'
Z' ~ 4' ~ U,u~U
Load
Width
lV" M, ,H,
"lUTM:r',H. I ,'u M.
36" lJ7Sq, H
1""
1,,)-,1
I~-
, ,"
l---rr-~'"
.,
U -~
U -j
9'.
9'.,
1<.~ IV1....,H, I 'j\J IVl,P,l-\.
,. IJ I::>q,
-3. ,U-~
." I~-j
.0 II-
I .:~ : ~ ',;.... I
1-.0----- - HH"
..' 10'.4"
"" 14'-8"
I~ 14'-1"
~4' 1.l"T
~U 1,,)-'
NO.es:
Glass ROOms The addition of aluminum frame wmdows With glass panes that are
deSigned to 110 M,PH. Wind load requirements to the above upnght sizes Increases the
strength so that addrtlonal framing IS not reqUired
L..Sfr;9~'t1ie1ll ~~M!'1.~tif1V' (~,%~I va'WtcllS8'afa~~ nei\!~l ~~RI~.Ri1l~
from the maximum height allowed for ead1 extruSion,
USing screen panel wioth 'W (See typ,cal glass room draWing.), select upnght height "H"
reqvlfed from the maximum height allowed for ead1 extrusion
Exa m pie:
Screen panel wlJth "W" = 60";
Maximum "H" f('f a 2" x 2" x 0050" Hollow ExtruSion = 13'-0"
11 -0
I" '4'
0-;'
14-~
1.l-
IJ-4.
1[-IU
L(.4'
Table ),2,3:
Allowable Upright Heights Screen, Vinyl and Glass Rooms
Alum inum Alloy 6063 T ~
3" ~ 2" x 0,050" Hollow
Load
Width
Notes:
Glass Rooms The addition of aluminum frame Windows WIth glass panes that are
deSigned 10 110 M P H Wind load requlCements to the above upnght sizes increases the
strength so that additional framing IS not required
Screen Splines on 3" Side extrJSlon turned Wlth 3" Side parallel to sole plate
USing screen panel wldth'V'l' (See typical giass room draWing ), sele<:t IJpnght reqUJred
from the maxlmvm height aliewed for each extrusion
Example:
Screen panel Wldth "W' = 60",
MaXimum "H" for a 2" ~ Z" x 0.036" Hollow ExtruSion = 7".11"
Notes:
Glass Rooms The addition of aluminum frame wmdows With glass panes that are deSigned 10 110
fA P H Wind load ceqwements 10 the aoove vpnght SIzes Increases the strenglh so that additional
frammQ is not reqUIred,
USing screen panel w,dth VV (See typical glass room draWing ), select upoghl reqwed from the
maxl~~~~e~~I~~I~O~~!O:ia:ct\e;tX;Us~~Onr\umed WIth J" Side parane to sole plate
Table 9,3: Allowable Loads On Screws And 80lts
{As Recommended By Manulacturers!
Sell.Tapping and Machine Screws Allowable Loads TenSile
Strength 55,000 psi: Shear 24,000 psi
Metal to Metal
Screw Diameter
Screw Diameter
Screw Diameter
I I
Concate Screws And Bolts In Concrete, Brick or C,M.U,
(Embedment Mus! Be a Minimum 01 t.'{2" Thickness With 1."4" From Edge)
I z. UOO# \;Onere I. I J, OOOlf nCfe.
Tension I
Screw Diameter Ibs,) Shear Shear
o
I j 10
Aluminum Rivets with Aluminum Mandretu
Screw Diameter
Aluminum Rivets with Aluminum Mandrel
Tension
lb.,
Screw Diameter
Shear
.. Screw goes through t',yO sides of members
- All barrel lengths Calus Industrial Quality Use ~a("'l'Jfacture($ grip ~a(lge to match total wall thIckness of
conr.~ct!on Use d";art To Seiect screw U S r:ve: su:S(~~ut'on of af"lc!"'of sDeCjf>ca~lon'S In ,jiawlngs
'CE ,\.~;EK:,~i~' ,~RE.
"LL l'ECHNK" L ,"SSL,T.~N RO,'''L ^'..I_',q~l}.\
PRO' :-D -/\.';;,...'5- ......SD _yo t:l"'~,.c,~ OR
DISC..' S ~L' o,;\',,<P J,!'H1ES E"Y,.c'c.,:-' ,
~!:i'~;l~~~L~;)!\;;/:':~\:~~~:Bi~!;~ !,'~~~ ~':!,lri~
FeR ,~ Pr,i,T1CCL,~R FI_"P()~~ i'.,' ,," ,:T '~1LL
DO ~<:'T 'J,.,'\R:.c,,' \"n ,-.r _:,,~,A..:'" \"1" ':'l~G'--~ODE..s
CO\ ,y ""ITH Sf,' "E ','" cUC.~L ;~~:'-,,:', ' ," FOR
. -~, ': y Rr~..,:-'~;''..,;'i)L-E
C\JS", )MeR-' ,~PE "".-'''-," T' "-, ..ND..lL
E.N::-.',,~:'~G CO\':-:_.L>',~c..c '""l~d ~, '
GO\'ER~ME~1 AL ~"EG~T.A, T10,t;
<0 t:.:;
o 0
~ to
~ ~
<0 <0
XCOi'C\liO
g~~~g
O'd>~,~
, <0 .... C\l i'
c..~X~,?
Z I- (") <. , 0
....(f) U.OO
2<liogco
w O."J-
;) - 0 ...
~~-t<~
'<t::J~Q;;:::
>!IlCOa:O
<c.?i'Oj::
~~~ii~
" 0
:f e
cri
:::i
.J
UJ
I-
...J
<(
:)
(f)Z
:2 <(
o~
OZ
O::~(f)
(f)(f)UJ
(f)W...J
:sOcn
C)~~
060::C")
...J:)Z
>-f-O
~gf=
>0::0
-f-UJ
Z(f)(f)
l:H ~
0:::)
OZ
(f)~
:)
...J
<(
,j...
W ~ ~
. J-, N
0.. -J ~
;)N
<I)....
::i~li.
<l)U<'~
c:~~~~
C:UJ>:<O<t>
<l)~;3i~
en g:I: eS:.
'~5UJ<S
W~O~e
"':I:><
<l)~:go..i:l:
U UJ .... ~
C:UJ.w
<l)~~f-
L.. iY ell
3;$ 0
(1J~O:
;.JU
/ /
~
1. 7r;;
~'EA:~ ~9
SHEET
5
OF
6
;mm
:f;m~
~;I;,:!;>
mm
j ~ ~ ;:.: ;'5 j ~
<""O~S<"'QU
,r--- ,--.~----
/
PAN ROOF ANCHORING DETAILS
~ /t---
;::.~/
~\'~/-/~.: /:"---~.==
"-I I', -~
CD . r ,
~ ~ ..o---::r -, ,--
<Ill II I. I w~ I
I ~ I ~ ~
.:: I / ~ I h"'i __-
~'" i~,-::1-
'. _ ,:::::.J-__,__
==u -~-~_
~~--
~------
EXISTING TRUSS OR RAFTER
SEALANT
HEADER (SEE NOTE BELOW)
#8 x 9116' S,MS, (3) PER PAN
AND (1 ) AT RISER
#10 X 1-11'2" S,M.S, (1) PER RAFTER
OR TRUSS TAIL
ROOF PANEL
#10 X 314' S,M,S. AT 12' ON CENTER
#8 X 9116' SM,S, (3) PER PA.~
AND (1) AT RISER
AL TERNATE CONNECTION:
#8 X 1-1/4' SCREWS (3) PER PA.~ INTO
FASCIA 11-\ROUGH PAN BOXED END
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
[i:ti
NOTES:
---
'\~
1\
\
HEADER (SEE NOTE BELOW)
#8 X 9116' S,M,S, (3) PER PA.~
AND (1) PER RISER
FOR MASONRY USE 1/4' X 1-1/4' TAP-CON
ANCHOR OR EaUAL AT 24' ON CENTER
FOM.. 000 V,E #10 X 1-112' S,M,S,
OR WvOO SCREY'S AT 12' ON C;::NTER
ROOF PA.'1EL
l' FASCIA (MINIMUM)
8REAK FORMED MET AL
SAME 11-\ICKNESS AS PA.'1
(MINIMUM) ANCHOR TO
~ASCIA AND RIB OF PAN
AS SHOWN
#8 X 314' SCREWS @ 6' O,C,
#8 X 112" SCREWS @ 6' OC,
---
1
-1
~
HEADER (SEE NOTE BELOW)
#8 X 9116" S,M,S, @ S' OC,
ROOF PANEL
FOR MASO!\RY USE 114' X 1-1/4' T APCON
ANCHOR OR EQUAL @24' O,C,
FOR WOOD USE #10 X 1-112' S,M,S, OR
WOOD SCREWS@ 12: O,C,
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR OTHER
CONSTRUCTION
NOTES:
ALTERNATE ROOF PANEL TO WALL DETAIL
ROOF PANELS SHALL BE ATIACHED TO THE HEADER WITH (3) EACH #8 X 112'
LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 112" WASHERS,
ALL SCREW HEADS SHALL BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET
BETWEEN THE WASHER A.'1D THE PAN,
PAN RIBS SHALL RECEIVE (1) EACH #8 X 112" SCREW EACH, THE PANS MAY BE
ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 X ,. OF THE ABOVE SCREW
TYPES AND THE ABOVE SPECIFIED RIB SCREW,
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
#8 X 9/16' SMS SPACED AT
S' OC. BOTH SIDES
ROOF PANEL
#10 X 1-1/2' S,M,S, OR WOOD
WOOO SCREW (1) PER RAFTER
OR TRUSS T NL
#10 X 314' S,M,S, OR WOOD
SCREW SPACED AT 12' DC,
#8 X 9116' SMS SPACED AT
S' OC, BOTH SIDES
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR 011-\ER
CONSTRUCTION
#8 X 9/16' S,M,S, SPACED AT S'
ON CENTER BOTH SIDES
FOR ,-",ASONRY USE '/4' X '-1i\' T,4,PCON
ANCHOR OR ;:QUA!. AT :4' UN 1,;(;'oITI:.'"
FOR WOOD USE #10 X 1-112" S,MS, OR
WOOO SCREWS AT,2" ON CENTER
ROOF PANEL
#8 X 9116' S,M,S, SPACED AT S'
ON CENTER BCTH SIDES
NOTES:
ROOF PANEL TO WALL DETAIL
WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR 11-\E SUB-FASCIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE 11-\E TRUSS
8UTTS, SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS,
ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MiNIMUM \.114' WASHERS
OR SHALL BE WASHER HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANS "t", THE WALL
THICKNESS SHALL BE THE THICKNESS OF THE ALUMiNUM ?A."1 OR COMPOSITE
PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST
STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO,
THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P,H, FOR
SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PA.'1EL FROM
THE HOST STRUCTURE.
/-- 6' - "
10'
!
#8 X 112' ALL PURPOSE SCREW
/i @'2'OC,
~i
:l; \ ' - BREAKFORM FlASHING "I
~ \ \
"- \ I I \
~>~~-~/ 11
/ /
FASTENING SCREW SHOULD BE A MIN, ~'
OF l' BACK FROM THE EDGE OF FLASHING
3' COMPOSITE ROOF PANEL
SEE SPAN TABLE
w
cz:
~
f-
U
~
cz:
;n
f-
<Il
o
J:
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
1, FlASHING TO BE INSTALLED A MIN, 6' UNDER THE FIRST ROW OF SHINGLES
2. STANDARD COIL FOR FlASHING IS 16' ,019 MIL COIL
3, FIRST ROW OF NAILS WILL HAVE TO BE REMOVED TO INSTALL FlASHING PROPERLY
4, FlASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE
5, HEADER WILL BE PUTTY TAPED A.'1D CAULKED EVEN THOUGH FlASHING IS TO BE INSTAllED
6, IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE
THAN l' 11-\EN THE DRIP EDGE WILL HAVE TO 8E BROKEN TO CONFORM TO THIS DROP
7, WHEN USING FlASHING THE SMALLEST SIZE HEADER AVAlLABLE SHOULD BE USED
12' ,03 MIl. ROllFORM OR S' BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS
11-\E FLAP liP OF THE HEADER BACK FROM THE EDGE OF THE FlASHING
8, WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL FlASHING IS REQUIRED
\12' SEPARATION MINIMUM
9, STRIP SEALANT BETWEEN FASCIA AND HEADER PR!OR TO INSTALlATION
RIDGE CAP
HEADERS AND PANELS ON
BOTH SIDES OF BEAM
FOR GABLED APPLICATION
PAN ROOF ANCHORING DETAILS
r--- SEALANT
, r---- PA."1 HEADER
/ / (BREAK..f'ORMED OR EXT,)
~ " ._ #8 X ~16' S,M.S, (3) PER PAN
, -. _ AND (1)AT PAN RISER
\_ PA."1 OR COMP, ROOF PANEL
AL TERNA TE CONNECTION:
#8 X 1-1/4' SCREWS (3) PER PAN
INTO BEAM THROUGH BOXED
END OF PAN AND HEADER.
ROOF PANEL TO BEAM DETAIL
~
- --:
f?
..,.", SMS. (31 PER P," '/
AND (1) AT PAN RISER
#8 X 9116' S,M.S, (3) PER PA.~
ALONG PA.~ BOTTOM
NOTE:
,VHEN FASTENING PANELS OR PANS TO
WOOD PLATES SCREWS SHALL HAVE A
MINIMUM EMBEDMENT OF l'
FOR COMPOSITE ROOFS:
#10 X (1+ 112') S,M,S, WITH 1-1/4'
DlAMl fER FENDER WASHERS '
@ 12" O,C, (lENGTH = PANEL
THICKNESS + 1'J@ROOFBEARING
ELEMENT (SHOWN) AND 24' O,C, @
NON-BEARING ELEMENT (SIDE WAllS)
#8 X 9116' S,M,S, (3) PER PA."1
AND (1) PER RISER
EXISTING HOST STRUCruRE:
WOOD FRAME, MASONRY OR OTHER..
CONSTRUCTION
ROOF PANEL TO WALL DETAIL
ROOF PANELS SHALL BE ATIACHED TO THE HEADER WITH (3) EACH #8 X 112'
LONG CORROSION RESISTA.'1T SHEET METAL SCREWS WITH 112" WASHERS,
ALL SCREW HEADS SHALL BE CAUU<ED OR SHALL HAVE NEOPRENE GASKET
BETWEEN THE WASHER AND THE PAN,
PAN RI8S SHALL RECEIVE (1) EACH #8 X 112' SCREW EACH, THE PANS MAY 8E
ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 X l' OF THE ABOVE SCREW
TYPES AND THE ABOVE SPECIFIED RIB SCREW,
/
\
\
ROOF PANEL (PER TABLES)
SECTION T
FOR PA."1 ROOFS:
(3) EACH #8 X 112' LONG S,M,S,
FIOR 1~' FANEl
SUPPORTING BEAI.4
(PER TABLES)
(1) #8 X 1/2' WITH HEAD S,M,S,
TOP OF EACH RISER
ROOF PANEL TO BEAM FASTENING DETAIL
ROOF PA."1
/ '
~
r
(3) PER ROOF PAN #8 X 318'
wi HEAD S.M,S, O,C, INTO BEAM
(3) PER ROOF PAN #10 X l' WITH
S.M,S, 11-\ROUGH ROOF PAN AND BOX
HEADER O,C, INTO HOST STRUCTURE
PAN ROOF AND BOX HEADER
FlASHiNG 0024 OR 26 GA. GALV,
c
2"x 2"x 0,06' X BEAM DEPTH
.4' ATIACH ANGLE 'A' TO
FASCIA WITH 2-31S' LAG
SCREWS AT EACH ANGLE
MiN, 2' X 3' X 0.050' S,M,B,
(4) .10 S,M,S, AT EACH A.'1GLE
EACH SIDE
BOX HEADER
BEAD OF CAULKiNG ALONG TOP OF
BOX HEADER
#10 X 1-112' WASHER HEAD S,M,S,
THROUGH BOX HEADER 12' O,C,
INTO HOST STRUCTURE
NOTES:
1, WHEN HOST STRUCTURE IS MASONRY
USE 1/4' X 1-1/4' DRIVE PINS OR
1/4' X 2-1/4' THUNDERBOLTS
2, FASTEN THE EXJSTING SUB-FASCIA
TO RAFTER TAILS FIRST WITH
#10 X 3' S.M,S,
I @
,-@
I @
A = WIDTH REQUIRED FOR GUTTER
B = OVERHANG DiMENSION
-@
BEAI,l TO WALL CONNECTION: ;'-- A -/
(2) 2" X 2" X 0,060' EXTERNAL Y MOUNTED ANGLES ATIACHED TO WOOD WALL WITH MINIMUM
(2) 31S' X 2' LAG SCREWS PER SIDE OR (2) 1/4' X 2-1/4' CONCRETE A.'1CHORS TO CONCRETE OR
MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH U>-RGER THAN 3'
(ALTERNATE) (1) \-314' X 1-314' X 1-314' X 1 IS" INTERNAL U-CLlP ATIACHED TO WOOD WALL WITH
MIN, (3) 318' X 2' L4.G SCREWS PER SIDE OR (3) 1/4' X 2.114' CONCRETE ANCHORS TO CONCRETE
OR MASONRY WALL ADD (\) ANCHOR PER SIDE FOR EACH INCH OR CONTILEVERED BEAM
DEPTH U>-RGER THAN 3'
o
o
o 0
RECEIVING CHANNEL OVER BEAM
....NGLE PROVIDE 0,060' SPACER
AT RECEIVING CHANNEL ANCHOR
POINTS, (2) #10 X 2-112" S.M,S,
AT RAFTER TAILS OR 2" ON CENTER
MAX. WITH 2' X 6' SUB FASCIA
NOTCH ANGLE OPTIONAl..
MUST REMAIN FOR ANGLE
STRENGTH
~ 2" X 6' SELF MATING BEAIol WITH
(4) #10 SHEET METAL SCREWS AT
EACH ANGLE EACH SIDE
CANTILEVERED BEAM CONNECTION TO WALL AND FASCIA DETAIL
co ;;;
o 0
~ <0
al ~
co co
xcor-.""IJ)
g~-g~g
2d~eN~
:l c.: r-. .. .dXi
.XM,
Zf-M<'O
_(/') u.00
2' L5 it 8 ~ '?
~ "O,.!....-
.J~~-r<~
c ~t;;Qz
>"..~ a:o
< v, ,- 0 i=
:;:lH~..J<
;C..J.u.z
~ 0
J: e
'"
;:j
.J
UJ
f-
...J
~
::)
(/)z
:::;E ~
_ :::;E
'""z
O(.?
O:::_(/)
(/)(/)llJ
(/)llJ...J
:soco
(.?~~
060:::r-..
...J::)z
>-1-0
~gi=
>e:::U
. I- llJ
z(/)(/)
lH:::;E
0:::::)
uz
(/)~
::)
...J
~
.f-
w ~_
,'" N
1"\ ....-
u... :J N
Vln
~-~ i..,
(J) U .i' ::::
Cf-Z"f<D
~o....'"
ClU~~~
~ ~ ['3 ~~
...J:x:e!._
'~5W~
WQO~~
(J)~;it~
UlUn~
C lU .., W
(J)~~f-
L-~CD
3tlJo
ro~ti
-.JG
6A
OF
6
~c
I
~
.."'
~
1200'
~
~ ?
"
-'-.~
MATERIAL: 0,019", 0,022", 0,028", 0,030", OR 0,036"
3105 H-28 ALUMINUM ALLOY
12.00" X 2.50" SUPER PAN @ ROOF PANELS
(PATENT # 4,918,898)
Table 7,5,1: Allowable Spans for SUPER PAN@ Panels forVarious Loads
Royal Aluminum, Inc,
Manufacturers Proprieta.ry Products: Aluminum A/foy J10S H-28
I 2.'IZ" x ,.' x o,o'~' "'anels l
I Open Buildings Enclos<d BUlidlngs I
I. Wi~d I Applied Overhang Condition _J ~~nd 1 Applied ~rh~ng CondltioMl
I RegIon Load ~ ij":'o"i 1'.0" I 3"0":1 RoQ,on , Load 1 '-ON: ,1',0" l':"::""~::O" ~
-WMP", 1-,-y- -iYTt;J.Y'"~i'4'.~"-r--::Ql-M.PA-lq~'l" I "y,." 10',11" '1'.10"
"0M.?,", I lO 'l',)" I 'l',5' '2',!!'1 ')',a" 110M,P,", 35 9',)" I 9',6" '0'," '1',0"
'lO hi,?," I l3 , 1'.5" , 1'." '2',," I ,2'.'" Il0 M,P,,, ., 3'.,- I ~,g- 9',5" 10',5'
Il5M,?," I l6 10',9" l'O"!!' !!,5' I ,l',.' 125M.?,", '5 5'" I 8',5' 9'," 'O'.l"
140 M,?,,,! 3l I 9',a" I 1,11" ,0',6" I , 1'.5' "0 MP," 56 ;'.. 1 1'.;" 8',.. 9',6"
2,'12' x 'Z" X 0,022" Panel.
Open trul1dings
'Mnd I Applied O""erh~ng Condition
Region Load ~r-l: ",0" 1'.0" I 3',0"
10l M,?,", I H 14'.)" 1.'.5' I 14,,0' I 15',6"
"0 M,P,", I ZO 1)'.Z" I)',.' '3',9" I 14',6'
Il0 M,?,", I l) '2'.)' 12',5' I ':,' " I l)',a" I
Il5 M,P," I l6 , 1'.6" !!'.9" I:',)" I ,)'.0"
140 M,PH 1)2 10'.5" 10'.,. ,,',2" I '2',0"
2,'" X '2"' X O,02~' "'anel.
Open BuildIng.
Vlind I Applied Overh.ang Condition
Region Load '-Or-l: ".0" l'.o" I )'.0"
10lM,?," I H '6'.,' 16'.2" '6'." I IT,l"
"0 M,P,", I lO 14'.10" \,'.11' 15',.. I \5'.\1'
110 M,P,,, I l) 1)',10" 13'",' 14,5" I 15'.,"
115 M,P," I l6 '2',11' ')',2" ,).,. i 14',..
140M,P,,, I 12 '1'.a" ,1',!!' Il',.' I 1)'.2"
\ 2.'/2" X 12" x O,O~O" P.nels
Open Buddlngs
VVlnd I Applied I Overhang Condition
Region Load I '-0'-1: ,',0" l'.o" I 3'.0" I
102M,P," I 17 I '6'.7" ,6',9" 1,,1' I 'T,a' I
110M,P," I 20 I '5,.' 15',5' 15,'0" I '6'S
Il0 M,PH I 23 I 14,)' ,,'-5" ,,',,0. i 15'.6"
125 M.P.K 26 '3'.5~ 13'.7- 14'.O~ I 14'.9"
1<0 M,P,,, I)l '2'.1" 12',)' '2',9" I 1),6"
2,'12" X 2" X O,O~6" P.nels
Open Buildings
V'lind I Applied Overholng Condition
Reg,on I Load r,Q'-I: I 1',0" l'.o" 1 )'.0"
102 MP,H, I 17 '8',2"! '6',)" ',6,;", '9','"
110 M.?,", I 20 16'.9" : '6',10" 1 ,;',)' '7',9"
120M,P,", I 23 I,,/" I 15,9" I '6'" ,6,9"
Il5 M,?,", I 26 14 ,a" 1 1",0" ",)" '5',10"
1<0 M,?," I )2 1)',)" 1)'-5" 13',10' 14'.6'
\V1nd
Region I
lOl M,P," I
110 M,P,,, I
120 M.P,", 1
125M,P," I
1<0 \\,P," I
\',Ind
~gio"
10lM,PH I
110 \\P,", I
120 M,P,", I
ll5 \l,P," I
140 M,P", I
\t'lind
~gion
102 M,P,"
110 \\,P,"
120 M,P", I
Il5 M,PH I
1<0 M ,p," i
Y'lind
Region !
10l \\PH I
110 M,P," I
120 M,?,", I
Il5 M,?H I
1<0 M,PH I
t.nc oseo tlUilo,ng'
Applied CJ..erhang Condition
Load MAE ".0" 2'.0" )'.0"
19 I'C'."" '1'.,' !!,8"]'l'.6"
35 9',,,. 10',2. ,0',9" "'.,
<1 9'.2" 9'.5" 10',0'" '0',11'
45 8'.9' 8',,," 9'.8" I 10'.8"
56 I 7'.10' 8',1' 5','0" r 9',".
Enclosed BUildings
Applie d Overhang Cond~tjon
Load ~.()~C 1'.0" 2'..0"
2.9 '2'-4" 12"0" 12'., ,~
3$ '''.2'' "'-4~ \,'.\,"
41 lC'.....- 10'.6- 11'.1"
4S ~'.~O- 'O'.l~ le'.8"
56 e',1O" 9',," 9',9"
Enclosed Buildings
Applied Overhan; Condition
Load '-Ot-l: I 1',0" l'.o"
29 '2',9" I 12','" 13',..
35 ", /" , '1',9' 12'.)"
41 10'.8" I le',11" '1'-5"
45 10'.)" r 10',5' 10',""
56 9'., I 9',." 9,""
Enclo~d BuildIngs
Appiie d
lO.1d
29
)5
'1
'5
56
Overhang CondItion
'0-1: 1',0" l'.o"
n,~ \" \4'.1' \4..6-
'2'.8~ 12'.1C- 13'.J"
11'.a- 1'.10" 12-,4'
~"-2" '1.4' ~1.10-
~O'-O- 10'-2~ 10'-9-
I
1
l
)'.0"
Il'.a'
12'.a"
11',1'"
,,'.r
lo'.a"
)'.0"
14"" ~
1)',0"
I l'.)"
11". 'O~
10'.'"
I
I
)'.0" I
,ST I
",0.
13,2"
12',a"
,'",a"'
/ 12,00"
.....--:100.
,
\
~
N
'-<-
i
i
,.:-- 3,00' -,.: ,.:-- 3,00' -;,<
MATERIAL: 0,028 OR 0,034" 3105 H-28 ALUMINUM ALLOY
12.00" X 2.50" 'WI PANEL
Table 7,5,2: Allowable Spans for Royal Aluminum 'W Panels for Various Loads
M.nuf.cture", Proprietary Products; Aluminum Alloy 3,05 H.28
I ;2" x 2,'12", 0,028'". 'W' pa,els . I
r. -~-~C~iiilEifclTiiqs'---" ~----r----""'EncIoSi,aSUna;n~~ -----
'-Mnd Applied Overhang Condition I/Iind Applied Ov~rhang COfldltion
R2gion Load r>QE. 1'.0" T-O" 3'-0. Region load ~~.e ".0" 2'~" 3'-0"
10l M,P,,, 11 15',.. '5'.5. 15'.10" 16',5' I ,Ol M,PH 29 ".9" 1 ",," 12'.5' 13',2"
110 M,P," lO \4'," 14,)" ,.'.S" 15',.. 1'0 M,P,", )5 10'.S' 10',10" "". '2'.)'
12Q M,PH 2) 1)',2" 1)',." 1)',9" 14'.5", 110 M,P,,, 4' 9',10" 10',1" 'O'.g" 11'.6"
115 M,P,", 2i I .2',.. 12'.6" ')'.0" 13.,' 115Io\,?,K, 45 9'.,. 9',)" 10'.," \1'.2"
\40 M,P,", I II "',2" ,,'.." 11,10" '2',5" I 140 M,PH 56 8',5" 8"0" 9',.. I 10',."
I ' 2" X 2,,12" X 0,034" . 'W' ....ne,s
openBuildlngs Enclosed Buildings
VVind Applied CJ..erh.lng Condilion I/Vifld Appfi.-d Ove rhang ConditIon
Re gio" Load ~.ot~ 1'.0" l'.O. )'.0" Region Lead ~fE. 1'.0. l'.o" )'.0"
10l M,P,,, 11 16""0" 16'.',. li.4~ '1'",' ,Ol M,P,,, 19 12'.11' 1)'.," ':1'.6. 1....3-
110 M,P," 20 15'.6" 15'.S" is','- '6'.S" , 10M ,p,,, 35 ,,'.g- II','" '2',5. 1)'.2"
110 M ,P ,H, 23 \".6" ,.'.8" '5'.0" 15'.8" 110 MP," 41 '0'.10" \ 1'.0" "",, '2'.,"
115 M.P," 26 1)'.S" '3'.g- 'Cl. 1~'.11~ '25 M ,p," 45 10','. '0'.'- , I'd" 11'.1'.
100 M,PH 32 '2'.)" 12'S '2', II. 13'.g' I 1<0 M ,p,,, 56 9'.3" 9'.6" 10'.1" 11".'"
Not~: Total roof panel width = room Wldlh plus wall Wldth plus o.emang,
Table 7.5,3: Allowable Spans for Royal Aluminum PANS for Various Loads
Manufacturers Proprietary Products: Aluminum Alloy J105 H,28
(1.1i4" x 12" x 0.019" RJser Panels -
I Open I:lutlolngs I enClosed BUIldings
I Wind'] AP~,~rled; . Overhang CondItIOn. J W1n'-! I APp leo uvern.ng ",onOI~on
Region J lo.d ON~] ':~~ I 2T-'lI3"~"l R~gion load "NONE ".()' 2'.()' I J'.()"
~~ ! 7-5f n I a'.~.7" : 102 M,~3 H" 1f-1 Ii'. 1 1 I ~',J"
~~ 20 6',10' 7'7TI',1;" 9',;. I 110 M,PRT-))" : 5'.2 :;./ o.{ I I,
~P,H:l- <J 0" 6'.g" 1'1' ~'" I 'lO M,~, 4' I 4 '10' "l" o.j 1 1'.8"
jl25'lT.P,H, I 26 6.iJ' 6-4 1'j' ."" I "25l;f.i5~~.7 4'.11 6. I 1'.1
j1401T.P,H. I 32' ;-:~" 5'.," 6.';' .'" I 1'"' M,P',~56 I 4',' 4'.7 5'.9' I r.J'
Note: Total roof panel width = room 'Mdth pius waB 'Mdth plus o.emang
ALL TECH~I(,!\L ASSL\Ti\:"CI: \,l,.":HL',I..\ ,\!U
PRO'~r:D "I\5-LS', A~D ROY.\L ALL;,~IC;l:M
DISC",\l:1S ALL 'X',",~.\:-<TIES EX"RE'iSED OR
n'll~:'...:L\ :~CLUDi'~(~ BUT >~OT ';.,.;;~;::"Tt:_D TO, .:"'LL
'1.','\, .i<A~'TiES OF ;.,..,ERCH-,\.'.'TAB1LITY C;R Fllr;E5S
FOR .A.. P.,:?,TICL1:"A,R PUKF'OSE R.OYAL A.L0M~tJM
DO" :< 'T'~'.."o 'iT THAT A:"Y "?'C>UCT \'>lLI.
em, '- Y ':;lTH ST,\ IE OR LOCA,L ,:c'i;,:'.I~G CODES
eus' )\'\[1'..0 ,\:'" SO.LLY RES?OhS!BLE FOR
ENSv'iG eOc"pL!A':CE WITH '.'-'Y ,\'1D ,\L1
GO\1.RNME~T n Rf.GULA r:o'cs
~I f
I
I
, 12" '"
12" X VARIOUS HEIGHT RISER ROOF PANEL
Table 7,5,4: Allowable Spans for Royal Aluminum PANS for Various Loads
Manufacturers Proprietary Products: Aluminum Alloy 3105 H"28
3' X 12' X 0,019" Riser ,..anels
Open Buildings
Wind lAPPI,ed Ov~rl1ang-CoiiO,~on W,na
Region load l'lOr<e-rv-'l"..:c T"~~~3"~~ Region
honif,~ 17 '2'.10"' In, n.S' 14'.2" ,02 M,P.H:
fno1;r.~Q"" ",10'''.11 ;2'-6' 13'.3" I'OM,P,H.
m~Pl1.j23 11'-0" 11'.3" Tl'.~12':7120 M,?,l{,
h25t,l'f>.ri-..L__26 10'-4;0',7 T;.; ,';';'" 12nl:P,H.
~ ~~ ~ 9'4 9".rl TO'1"Til':1'l-rn'i.U'R
J' X 12' X O,02ij" RIser Panels
Open BulTdings t:J1c/osed I:lUlldlngs
Wind 11 Appli~d Overhang-Coii(fitlOn Wind" Applied Overn.ng "'onal~on
Region load l'lONE"f1"~T".:O~ Y=ll~ R~glon lo.d l'lONt; HI' 2'-0' I J'''"'
~~T 16'.' 1S'7 15'=7" 17.2. '102 M,?,l1. <3 12'-4 1["" ll' I lj'O
1l0M,P,H, 20 14.;0' 14"1 15'-4' ;5',;, I'OM,P,H. J) 1'.l' ".~' ","',ll',;"
120M,P,H. '2:> lJ'.10" 'J'.l' 14'.5' 15'" 'UOM,?,K 41 10'-4 lU.{ 11, I ,11'
runl:P,H. 26 12'.11 13'.2" rY.r 14'-4 12ffip,H, 4) ,'", W.l 'iHI. I '1',/
140 M.I',H, I J2 ".S"" ", ;2'.5" 13'.<' 140 M,p:J1. 56 .'.1u ~.1' ~'.~ I lU"~
t;nclosed I:lUildlngs
~lled uvern.ng "'onOI~on
load "NONt; ".()' 2'.()" I J'-o'
23 9',1\J" 1U'<') lU.{ I ,0
J5 ~'." ,'.<' ,'.10' I~'
41 8'";; ~.., ~'..' I 1v 3"
45 {',11 ~'.<' ~',10' 19'.1'
,G -{.1"" r--r-4"- -n~;- r-r
J" x 12" X o,on" Riser P.ne s
Open Building. t;ne/oseO I:lutlolngs
Wind Applleo Overh.ng-C-oiiOit!on Wino App1Iea uv~rnang ",onal~on
R~gion load lilOr<I:'-,.-~--=r-T"~"- Y-'l~ Region load NUNt; "-0" 2'-0' I J'-lJ'"
'02 M,"',H, 17 ; {,.1U. 17.".1 18'.3" 18'.9"102 M.P,H. 1 23 13'"{" 13'.9" 14" I ;~,
"0 M...,H. 20 16'.5' 16'-6"1.'6'.11" ;T-6" 10 M,P:r:r.r-3) Il'"' \L:" 13.,r I 1j.;
120 M,P,H. 23 15'-4' ,"5'=5"ilO-lO' 16'.5" 120 M,P,H, I 4, 1""~' ,1-8" 1L'1 I'l'."
125 M,P,H. 26 '4'.5' 14'-6" 4.1' 15'.7" 125 M,?:F\.T 45 HJ.' ",0" I ll.0
,40 M,P,H. 32 12'." 13'.1 ;3'.7" 14.3' ,40 M,P,H, I 5ij ,'.W' W-{J" W.! I 11..,'
Not~: Total roof panel width = room Wldth plus wall Wldlh plus o.emang,
co 1?
o 0
~ CO
(J) r-:.
CO CO
XCO""C\l1D
g~~~g
~ 20gSN..t
"n:,,""""~
""X""
...z I- '" < , 0
"'"~ '" u. g 0
2 <crOCOCO
UJ O,...,!.
" -0'"
.J~ft""<~
< ""::)r-:.Qz
~~~1Sg
::1H~cr<Z
J:...IO
" (J)
:E .....
o
::i
.:.;
W
I-
..,j
~
:)
C/)Z
~~
O~
OZ
0::~U)
C/)U)UJ
C/)UJ..,j
:50CO
(;)~~
odO::~
..,j:)Z
>-1-0
ZU-
_:)1-
>o::U
ZI-~
UJC/)
UJ~
0:::)
UZ
U)~
:)
..,j
~
.f-
W ~_
. I-' N
D.. ..I -
::IN
Ul'"
:d~i..
Q)U<~
C~~~~
C"">:::e~
~~~i~
-J::r:__
'~~uJ<5
W~o5e
~~~~~
M'""tJ:j~uj
Q) ~r-
'-;.z:fll
wd
S~
Q
/
~
/)1 ~ ~ 2 2 19 9
\, SEAL
SHEET
68
OF
6
ld~l
~ li:
0.. ~
"-c--
i
l
,
r
}
AluMINuM SKIN
E,PS, CORE
SIDE PANEL CONNECT-
TIONS VARY (DO NOT
AFFECT PANEL SPANS)
SELECT PANEL DEPTH
FROM TABLES
43'
"J'
COMPOSITE ROOF PANEL [INDUSTRY STANDARD)
Table 7,1 ,S', Allowable Spar.s for Industry Standard Composite Roof Panels for Various Loads
Aluminum Alloy 310S H,14 or H-;/S ~,O EPS Core Density Foam
l~lf01TPane's l
I openBUildl~\:1 L ~BUlldln9s ___
I~::;;" i 'r:::' iT~F7~~~ .';;::' :::fuP:::' c.".',:?"'''"'''~
""'''''''--. ., ~~;~lr~ j ::ro . "-c,, t..--- " .
~ ,l":11.I'2OT<, ,rllT- 7 '3'- I lllf 1)5, 0,3- O.Q g 711 -
~':'~ I U I 10 I ~:ff:Q.:, , =< ~~ \ 0- I
~ I ~..~' 1]: . I 17- n;r.",l1-1 45ui ~-: 1,2"./ ~...- I .';
1 140 M~2Tlr" I 'I I u-O"lTf: I ~>6 I 0-, I 0"(;' ,.a- I 6 "
1~ll:O;:4 PaneiS
\ 0p.e n t3Ul\<1lfV~t.
In Applied I OYemang on I Jon .n
Region I LO~d r;o" J'~'Z'.o'"'T:r-O"jO" Region Load ~E I
onr.?XT1 I. . I T-l0'T1TTf15 02 M,?,H. I I.
Olf~~ . 7.SlT2"Tf'i1:r:rfT"-~~'. Jr"i.
r2rll.l:~ I. -, I 'z:TI'~.:' I " . 2" , i I.
1U51;f,~ 0',11 I "-6"' I' I:r: <n;r.~0-2" 0,5
fT<IOl>l']'l1.IJ ~O' -5 I 'ZO-, '40 M,~ I'
0()
on I on
~
i
I
.',
-0
, .
0()
:It ~ Panels
op:en-RUl1 Ings ~Bulldln9S
e ang ConditIon WInd I Applied I ~ on ltion
, I 'Z'.o'"'TY-O"jO" r I Reg'on I Load I NQNE I 1.c-
5"1::rf10,ryc:l\J"T17'a"T101V~-(T I '2. " I J'
" 1':'1)" \ ,:,.Qi1;:;.r I "OM~I >rilo,\1 I "., " 6" I lZ-<> I
. 'i ,gIT5-:a"T1~~~., ~ I'G" I' I ,. I'
I ,(1I13-4I'4,,-ro.c--rn51O. I "'" I"'C;- 'G5 "... 1
;1;W1.l:~J2 I" ,:, [ , Tj172" I 'Z." I ':n-~ ' . I I 'ir'" I 0-11 ..;; HJo() I
Note: iotal roof ~ width = room 'MOtTl piUS ,^,all"",Qth plUS c ..erta:"'l9.
, -"'IIi'-
'-
[11
II
0,0,9' AlUMINUM COVER PAN OR
CONTINUOUS AlUMiNUM SHEET
a:> M
o 0
2 a)
(l) ,.:.
CXl CXl
XCXl,...,
00......
aJ~"'"
,0
~q~e
;)o..,...,X
Z....""'<
tI)\'?u.
~<..JO
;)UJU.O
..~d'~
< "'" gs ,.:. I
>- aJ CXl I
< en ,..., I
~ lli......,
J:..J"",I
<:) 0
I e
#8 X 518' CORROSION RESISTIVE
WASHER HEADED SCREWS AT 24'
O,C, AlTERNATE tI8 X 518' SMS
WI 112" DIAMETER WASHER.
IV
TTPICAL INSULATED PANEL
NOTES:
1, INSTALL RIGID FOAM INSULATION iNTO ALUMiNUM ROOF PAN.
2, COVER INSULATION WITH 0,0145' PROTECTOR PANEL WITH OVERLAPPiNG SEAMS,
3, INSULATION PANEL SHALL BE CLOSE!) WITl-f ALUMINUM END CAP TO SECURE PLACEMENT
AND TO DISCOURAGE THE NESTiNG OF WILDLIFE AND OR INSECTS,
4, PROTECTOR PANEL Will BE SECURED BY tI8 ~ 518' CORROSION RESISTIVE WASHER
HEADED SCREWS.
5, SCREW PATTERN WILL BE ,2' ON ALL PERiMETERS AND 24' O,C, FIELD ON EACH PANEL.
6, AluMINUM END CAP WilL BE ATT ACHED WITH (3) #8x112" CORROSION RESISTIVE WASHER
HEADED SCREWS,
cri .:J
UJ
::i f-
~
::>
Cl)Z
~~
a~
a~
0::52 CI)
CI)CI) UJ
Cl)UJ ...J
:50 CO
t.:)~ ~
<>dO:: r--.
...J::> Z
>-f- a
zO i=
-::>
>0:: 0
. f- UJ
ZCI) CI)
lli~
0::::>
OZ
CI) -
~
::>
...J
~
Table 7,1,6: Allowable Spans for Industry Standard Compos~e Roof Panels for Various Loads
Alur"in.Jm Alloy 310S H,14 or H.251,O EPS Core Density Foam
r~{fUWPiri'i:IJ ~
I ~ !3ulldlngs I Encloset' eulidlng! I
~I' "~Q ---rAP~'~'(Q -- -ovemar-g~--"j~~1 ~::----~WiiCib~~'-' - --)
Reg,on Load 1'100 2":o:T:r.u--;- 4'.c"'l Region Load i~cmEiT-lrT'Z'.o-7":r-lr11"Tl
~O;::~:$~I ::~;: ~:~g! i.~:. ~i i ~~ :
2n~',2~';;~:-;~,~ . I" I <rll.l: , . I .; I' \ '~: I ~~'~ 1
2n;r.~I~~T'~<*2"10'"T1~~~ ' , I IS-{ I IS,'I)" I '>.JS I' I '
, , , I O'.7Tlor. ~l"TTr:lllll" Il":11.I56T7.9" i 7,""1 0-0 i ,,","' I "., J
x a:1lWPanels
Ope:n l:3ulldlC"9s \
In pp Ie e: ang on I on In
RegIon I Load ,m.'Fjl'C~-lrT:r-lrl4'".o'""l Reg,on
rmuXl1 ~ ~~Q:~ I Tfr~nr.
i'l~~<O I 14,. I 14- -!f' I ,:,-4 , - ~. , -
2UV? H. 2J I '3 - I .". 2rll.l:,.
h;~?-i.-t-2rI'7-HEtfrR~.~~ '
hii~~ . I . :a"Tf3'g- I 140 M,~
r~o:oW- anelS
I open
\n~P Ie
Region Load
rOn\', ,_
;1\0 M,?,H, I
r2!ll.l,~
r251;f_:~, I ;
[14llV , . I
~ U~ mgs
ve ang on I on
J;]' I .-<r '.
~-
,I-
W~
. I-' N
a.. -.J -
:)N
_ lI) ::l
~~u..
<1.)U<,i::
C~~;!~
c~~;e9
~lS~~~
~i:e-
, [jj :> ~ g
WOOO~
"'XX
<1.)~~&~
Ul4J.-J
C~X~
<1.)-0
L.~m
::l4Jd
l~~
~iote: iota roci panel 'Nldth = room 'Moth pl1,,;5 ...-aa 'Mdl.~ oIus c .eft',ar'lg.
:'\LL rECH~;I-_A,i.!c,SSL)TA"JCr. ).L;~-Lp:,,\'_S .".R.E:
PRO' c)";) ';5:5'. IS'.: ,0':/,. ,\, _.'I.I~lM
DISCh ,',1S ,~LL 'X',.,F,R.,~:'IT!E5 EXPRESSED OR
iM:-~:~~\ ~CL!,)~)P'-';(, hUT SOT LlM1TID TO, .~U.
\X'.-\".?l\~~--:I..S,~jF-' \~:~r<':. t-IA~T,\~jLITY CiR Fl1NESS
FOR. A F,~,.i;~l'!c:~. \;{ j.J'.-:"\POSE R0Y/-,L .\LU\1NL:M
DO I ';.; '..'1 ,J.,'; A~Y iRU:>L:CT 'W'lLL
CO~, i... Y 1.:~':T'rl_~-: E. U~ ~.i...x..)-'l r,\.;~.LD:~G CODES
CLS\':',?_,,, Sc,:L'( RESPONSIBLE FOP.
ENS~', cG CC,' "A>,CF. ");".,11 ~NY AND All
GOVEF-NMENT ~,', F-S('UL~ TiCJ:-<,
6C
OF