HomeMy WebLinkAboutBuiding PlansMax. spon Table I
Aluminum panel" roof over'.
Single wide mobile home.
tAox. span Table I
Ridae cop
F-----71V
2" Sheet: foam ins.
tub )i
El
When bending panel down to fit
slope of roof more lhon 3' ELEVA
notch panel risers and splice
3 n. 8 x 1/2" sheet metal screws each end - s notch with riser sec.with 3 n..84 Alur
of each 1- 1/4 "x 12" roof panel. screws each side of notch. 3 n8 x 112 sheet metal screws
J each roof panel each end-w/
- J_ Aluminum Pon
see Table I
_0
2 lOx 3 N form
panel w/ Deo-
sh prene washers S hown Aluminum
underskirt fascia
9
Shown: Aluminum into exirtin
witffcIips4-O'c.
w
z
• underskirting fascia
with cu 0"
P�ot 4 , O.C.1
,
mobile home, "i %0.04 r llf-
a"
2% 3% 0.04 or
aluminum angle it n.. I
4
heel metal screens
2"N 3"x0.04 Roll-n (I forfurninum.'. ine-z� Existing mobile ho ', 7,%_'
n.. 104 x 3/4 she6t metal xt
angle with
screws at 47o.c- Into coach framing. 2 Sheet foam insu V
JI
SINGLE 'WIDE ROOE OVER' _;'--`,`_DOUBLE0 -`
tiffs
.7
Z`2
0
1P
r
7�
WO
TES:` li;itillr o6i;j
0 NO Do' Oomiirisuloti�on blumiri6m r
Jbir'.'Oonel with
_e .,���,.Cove��insulatibnwiifi'-.019�'�. proleL
Roof over aluminum
poneL
Aluminum fascia or
gutter.
Double wide mobile
home.
ION VIEW
3 n.. 8 4 x 112 " SMS each
.',pan see Toble-I
24 wide break -form sheet 2 n, 8 1 SMS each side.
aluminum ridge cat). Existing coach fro r
4-5/8" I rn nderskirt
rn en co ,,i.�,40sufalionj:pap a urninu el. shall' closed wi
N�',�,10x Ilz self topping cover. if", .,K,.',,Jnsu lotion .01cicement'and to dis6cUrOgq.Ihe nesting a
�;�_'scre%4s 12 o.c. along ridge... ...... .
21.. Fbg&inSUIoti'0n'
ie4secured by n4., 10 1, stain
�f panel will L
17.
-krew
Pm sae Screws poffeirri ihdll`be 6. 0" 66all perimeter
vanes
% center field'on 6a h Panel,.
end cop wil I beatt(jched`with 3 8 - I
Sieel'screws.
12
-7 rubber caulking.
Seal all screws heads with butyl r
'Underside of roof shall comply with Thermal Barrier r
of Section 717.1.3 SBC 1988 with 89 rev Mobile ho
INSULATION OF EXISTING PAN ROOF DETAIL this requirement.,, Glass rooms shall meet this require
Span see Table I
Alum. panel roof over.
Vented aluminum soffit
gable closures ea end
opt. all sections
__7 � Aluminum ridge cop
Note:Ridge may tfe/
N..84x 1/8"Sheet a u formed by c
fascia (sh n) _9iing
metal screws at each or olurni M riser of cant- panels
panel riser
gutter. Vented airspace x 2 -1/ 5 x 0.06
2"x2" roll formed angle receiving channel top
N*13xl,12'-� - �n C'mil formed bottom wilh2 .1 x2 I
2 posts a 1 3' - 0" O.C.
X 3 x
a lewithm, x 3/4
ea. side w/ 3 9 Aluminum
1-1/2" riser olurnm6m SIVIS at c-c in frame. rn 0 a I
roof panels- w. . N..IOxl-I/2"SMSOI I'-4"c-c-
w/nw
n.. 8 4 x I- 1/ 2" SMS ea. panel. Sheet foam insulation.
A
3' O.
2:' Sheet foam insulation.
7 Roof overhang.
Exist. mobile h6me-fierning and wall cover.
DOUBLE WIDE -ROOF -OVER TYPE II
01`�.'OVER TYPE. I
4to
I. Composite panels of comparable span capacity may
TABLE 1:: N&ES: IMUMI SPAN F� ik-lb"US-.1100FOVER PANS
be us
WIND VELOCITY� """'95, 1 a MPH 120 -MPH 2. All roof avers are designed for uplift for wind velocity loads.
z
stated.
PAN, C:
INDUSTRY STANDARD -3105--HI4 6_111125
41— a- 7
1 2"X 7
7 8"
'12"X 0.024
14--16-- — 14"
'X 12-Z-0 030-- G�6 6
3"X a 10'as
_O 3
on
ROYAL, iLUMIkilill,
4
3105 H28
17
1-1 /4"X 1.1 2'X zj(I�. 0 19 - I I �--�,9! 10 6*��"-.,�_._!_9lo" IX INFORMATION AND.DETAILS; CONTAINED ON THIS DRAWINGIS THE
lo� In seoms.,�l
171/41Z�127zzO.024- 14, 1 PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BE REPRODUCED/COPIED.
--X'12-1 0_022!�' Ilk! 5 `10 107� 13— 11 OR USED IN 'ANY MANNER WITHOUT HIS WRIT -TEN PERMISSION. INFORMATION
2-1/2
as curee, IS'NOT- VALID WITHOUT Mr.. DENNETT'S SIGNATURE AND EMBOSF.D SEAL ON
p 2
-COPY OF THIS_ IN life
fe h A MASTER FILE COPY BELONGING TO THE PERSON USING A
le-. steel
0 4 on
-TT
n .2 LAWRJ--., C E.�.� E B E NN
2' stainles!�' -a, DEVELOPMENT. CONSULTANT
CIVIL ENGINEER'.
-4368
P.O. Box 4368 South Daytona F 1. 32121
Phone (904) 253-9960-
equIremenis Ph e no.:
mis meet
mej!. RO
L 4
DRAWN
SHEET OF
LWB
SEAL I
\t
2' Min Min. 2500 psi conc.
lwititl 6x6-10x10w:w.
Befo.e mesh or fiber mesh
slope typical all slabs.
FLAT SLOPE/NO FOOTING
0 - 2"/12"
SLAB DETAILS ADDRESSING EROSION
8 1 n,. 39 Bar cant
MODERATE SLOPE FOOTING
2"/ 12" - I'- IO'
TYPICAL GLASS ROOM WALL.-`
Solid roof (Welk on or pan) over:
` 4%22"
Min 2"x2'k0.04O" ;.
window (Typical)
height Max. width 53
rough opening 62"
2" x 2'
Kicke late both sides
I I/2'x2° 17"-24"
1
NOTE Fiber mesn conc roes not
require wire mesh
12' /• 3-
8' I n..4 Bar Cont.
STEEP SLOPE FOOTING
I' -10'
> SS RO
'Anchor pant channel with 3
n". 10.1/2.S S with washers
` and neoprene g skets / If of
`l(` pan 3' pan 3"al minum header
for roof pan a chor with 3
/ n". 8 x I"SMS w th washers per
If of wall.
2"x am and columns
^max. colu spocingsee
Tables 3 4
Ce r door.
Optional concpatio exist. or
+' c slab on slob on grade.
r,To select r t wall beam from
a r r "A' value of
W/2 or W/2• o. .
rlea❑
Post
Front
3..1/2"x4° log"
bolts with 11/ I I
Siae wall leader
to ix2x.04
fender washers per
4' panel acrops the _
3" structural
2c'•ached
c w/ min. 2 ri<. 10 x
front and 24' o.c.
insulated alum
11/2 sms
along the sides.
roof (walk-on)
1 "x 2"x O 04" open
Header attached
back attnched to
2"x 2, 2"x3" I I
to post with /ip.
front Cost with n. 10
hollow see span
2 no. 10x 1 1/2'
x 2" sms max 6 '
tables header. I I
in screw bosses.
froT each purlin.and
24' O.C.
I I
2"x2"r 2" 3",
Cpcir rail and �C.p.
3"x2' hollow
Side wall purlins
2'x2"xO.04' I
see span tables
attached to I x 2
hollow'.rail. — — — —
Posts,
open back with min
— — —
2 n., 10 x 11/2"sms
Purlins attached
in screw bosses.
I I
to posts with
Pest attached to
nnn. 2 n" lox
1 1/2" in
bottom with min.
2 n" 10x1 1/2"in i
screw
bosses.
Front and side bottom
screw bosses. I
I"x2"x004"
rails ottached to conc.
openback
with min 5/16' x
bottom rail.
2 1/14" mosonpry
5/16"x 2 1/4"
quick set at 6 from
Mosgrary quick set '
each post and 24'
at 6 from each ,
o c max. and walls
post and 24"a.c. r'
placed a min. of I"
Max. r
from edge of conc.
ANCHORING DETAIL
0.75": 0.019" cover
` sfuufmficient"strength ' gid'nsulation
mum frame of win ow odds
N".IOx I/212"o c. hex .
to 2x2"xO.04" See chart USE head screws w/ caulking
rame
;
2"x fff - on top. 1`
L M
coluns. W
m
i
„H.' , 8. `T� I •Alternate
TYPICAL SECTION GLASS. ROOM ��yy g I/4 tnra bolt.
' t B. x log bolt 2
� yypp
spm•�table broce.1'p s ght.TA I" 2' 2 /pent
Aluminum casting' Post 3"x3"xOJ25"
os slab on ra e.;.
s _ 12" 1 r:
Solid roof = Structural or pan.
Vanes no max (Elev slab or on grade.) „ insert.
5 r
12 x 3'x 3105 - H 14 RISER PANEL Y
Aluminum sheetmg�.both`side 0024" w Ihthickness i
WITH INSULATION AND COVER
r _ ; minimum, If required opt. odd2 x2-.x 0.044.header- Typical screeried polio with metal :pan roof. Typical front view from I '
not_regii'ved if camecting window directly. to header - `
Y - rr r £ q All spa /'89
_lYaidair fir
- I 1
r•,< S
aeon attaM directly-. t NOTES. Install rigid board foam insulohon into aluminum roof on.
,to header_, -
Kick' late U bead around
` P sheen
,,.:. rig.overlapping- G
Cover.insulation with .019 protector oriel wish seorr<
_ � ,. ems• �,-� .. ' - P P I I'
�— I%8" x 2-t/2" or, 3 � roll - _
' r, _ 2. x etitnlsion.
n".:8x 1/2'.,SMS'3l9'r l5 on OT If: a center:,; , N E-,Se t i ',',,formed cfi:,.
r, e. - PR.n9' . n9Insulation-
_. ; : ; net h I I b I d with aluminum n
i• s ,.k . c n. P?!!.. - ,:..: hex-.liebd screws r, anchored to_ mobile .`:';P° cap to secure i:: ,
insulation placement and to osesceuro a the nestmd f wildlife n / I/4° ihru bo
N 2 0il g e go d e a d
occe�table ult., - <with 2n .IOx.��t
r in - o cis' - r - se aal hfS''
-
i
— I - r MS/ �=1 4" fo S was 3/ MS I �Y h.' - S
a
:a.- _ it . J•:' , - 5 a 1 x 2 extr C z uslo - r.
NI 1 lo�screi�' ots-
r
r
^n s
�L• ith` F-
r__ ,- �.. .. _ ...._ .... . , .. ...._...-. y. .. .,.H -.. .,, �, _.-.. ,. as _ .i
�. .N....
v-, Pr t „ ,, , , t oc ector panel will besecurzd b '.n"-10 1" stainless steel
1, or„ lass.wlydow,rtstall r: manf r' See'shezt 2 `- Y Y 9,, pe octurers„specs E ` into truss butts'
SLr i ew .wlh 7/16' h r :. k -2 x -"e fnisxui: s t ead'washe s:- - -
- far _ Y T t-v� xr tables, rid a:1
n'
- r:• a n Ox:' rj
.•[. -
I an r o t E anchor s pat
- tw s P
J J
"a o: per a t 3/4"SMS
t Screw n
' ."�;w •• `--°�• `- „L * .: -z,: x- �^ •_>•..:-_; -• ��•-.-e..4:.- - - - s. otfern shall 12°o rill erimeters and�24'ibn r ti •; ,� , - _ - _ � - ; _ P P anchored to concrete.
ar - y Y _ t Contractor g, between truss center
�x1 3 1 /2 :ne.lOSMS Y -field on each panel,
l ti r�x shall verify,':' butts (it I?". into screws slots: - ;: i
QluminumsFiee`im "r' c- g o vin I on'both`'sides foam' . ",°• - the construe o.c. Anchor '
7i:":'•. - - '7 - - y- -- Aluminuriiehdca"willbe attached with '
.interior optionol,Uhbead and anchor.,sameNii P stainless
iions of the'.,.., to chonnelwith i' steel.screws. f'
ti MIn.i3 1%2. Loncreter , ,
above Aluminum heeling she be ,0.026 ;,; -
mebile home' rb.tOx V2: SMS -
slob'wtth'6x6,10xIOtop,
I '
- is t b 6 o.c: did to
o. et p
Seai all,screws need w^ I rubb ALUMINUM.CONVENTI N4CONSTRUCTION PORCH'
_, . _ "WVKfIL,o[tibei:mesh'ti'-. s wit er'coulking Q L
attached to."' of pan rrdge �.
s" -
x C
l
1,
r'
POST N IN
y
k CO C 0
-.:. .p ,'h •'..;:. ,.,... _ r_- .fit. -
S
�. f
" t is
t.'
�.GL-`ASS-.. R :-
. 0 SCREEN�.ROOM.,,: T• - :•_ -: ,..:.- ..: .:'.
- NNE TION` T0. fXISTING Nor �
_.fit., _ �Y - E- Contractor shall provide-vanficeiion that the
.J� :ltx
f f ND`' POST _TO• B ••A 'N: .' lost s r -
.,", E M DETAIL .ti..: - ,e .' y t u..ture,io structural) comparable to
- . v.-.... ETAi LS' CONTAIN {E''
•st'-., c. > ALL IN ON .AND' D CONTAINED ON 'THIS DRAWING'IS Tf •.-,• s x, >� BILE'�•HOME :;:. I ATI
. _ r , s -.., , ... r _ . �. . r -M• £. • .,:... ..•�. ,.., ;, 'the structure shown.(Mobile home orconven-
f _ PROPERTY OF LAMAENCE E.F�HENNETT AND MAY NOT HE REPRODUCED/COPIED,
�. ••. '--�`- _._: _ ,.r,. � •.. -,�-.,.;,.• , -� „-,. q„ : _ ,. ,.t { - r.'•� h0 (� U�tlOrial)"•: IN ANY, MANNER -WITHOUT H73 WRITTEN PERM79S ION:^INFORMATION
.. _ .. .. .. ....- - ,. •:, ,,. __ _. f.•• :�. �• ,.,. 1., _ .. a-.. � .,. - i /9 NOT VALID- WITHOUT, Mr. -BENNETT'S SIGNATURE AND EMHOSED SEAL ON
,X,. - -,. - A MASTER FILE COPY BELONGING TO THE PERSON USING A COPY.'OP THIS.
Aluminum,o chmenf ' 3 /2" concrete sic ';6x6 :Io'x10 W.W.F. '
" '2 x,2 15r2Yx3.or2 SM.B.post . or. fiber mesh concrete.' i r
, te,each side attach t `: .. - 'i
0A9 0 :r 'T I/2 Min.
post'and conc. according to_scheduk v
_ - .+ _ �. a �T:• � � ti
:._ WR , CE E: BEN :T
: NOTE No_footing ;re' uired except when = > " structure above -barrier under slabs having
- - ground around structure as. ; 1
r ;:shown adiacent, : s Well compocted'clean fill over sacfificed CIVIL-- ENGINEER 81 DEVELOPMENT CONSULTANT
1 z c O.B. Stucco where,, : natural soil..
avail°ble:. ( P.0.- Box ' 4368 - South Daytona , FI. 32121-4368
4" MIkL -1 Concrete filled block stem wall. 9O4 253-9960
Phone no.
6"z 12 concrete footing with n".5
2500 p.s.i, conc. min. with ,6x6 710x 10 t Lent- locate on undisturbed natural soil.
welded w.rrL or fiber mesh concrete:
ALTERNATE, UTILITY SHED
FRAMING,*POST:TO,-.CONCRETE DETAlL
01 W/2 W/2
Aluminum pan xisting residence
NOTES: Anchor I"x2"o n
bock exi. with toPPcon O. t
2" length uplift 370 Ib. ach
space max. of 2 on c ter i
anchor to wall with 1 /2" 8'mm
n". 10 SMS with was rs
2' on center spacing richer
beam and column and knee
beam with anchor clip and J
ne. 10 screws and wash rs.
Min. slab width for slab o
grade 31/2" concrete.
.. ._ o.h.,= „W„ varies
I�x 4
Over es max.
` Slab 3 li2 min. (see detail) . -ex beam. See Table 4
NOTE A(
RAISED PATIO FOOTING'
SaG I -
DRAWN -
LWB
SHEET OF 2
SEAL `,
III
-•
TABLE 1. MAX. ROOF SPANS FOR GLASS
TABLE 7: MI. ROOF SPANS FOA SCREEN 6 GLASS.AOOM9
TABLE 4• MAX.
FRONT WALL BEAM SPANS SCREEN
6 GLASS
ROOMS
-�
'
ALUMININUM
SIZE
ROOMS (PANS)
INDUSTRY STANDARDS 3205-H14i
^W^
!:-:
ALUHi NINUM
INDUSTRY
STRNUAROS
6063
T-6 ALLOY
"A^
_
OR
•
1
-
PAI
ROOM
SPAN
._ AS SHOWN_
OK
DRAT,:`'
9 °
CO_MPn_a1TE_ PA_K_ELS
W( l.5
0 EPS
CORE DENSITY
SPAN L ON
DRAWING
USE LARGER OF:
W +'OVERHANG
X 12"I 0,022
HO 0_
H.
1' 0.
77.
1' C
h.
2195:!14
"W" 0.5 SHOWN
ON DRAkIKG9
HEAM SIZE
BEAM
EXAMPLE
FOR "A"^
5' + 1'.
6• GO 20
6
6' WIDTH
A"
5 MPH W. LOAD
110 MPH W. LOAD
e'-
7'-
0"
c••
e•-
7•_
3°
7"
9'-
-
0"
14•
7.cn EL S'-LE
:"I t8"Z 0.024
ROOM
NO O_
SPAR
H_
I' O_
H_
1' O_
H_
WIDTH
LOAD
210 MPH W_
LOAD
120 MPH W_ LOAD_
120 MPH W. LOAD
6'-
9^
7'-
0"
b
-'• -
10"
--95 MPH
W. LOAD
9'-
10"
10'-
0"
to'-
7"
2"z 1_z0 04__EIi
_-_7---
0"
2,5"Z_ 17"Z 0.026
.
110 MPH
V. LOAD
81-
11"
9'-
2"
10•-
7"
5'
6--
6,._
-
95 MPH W. LOAD
8'-
5"
b'-
8"
a'-
4'
110 MPH
W. LOAD
8'-
3"
9•-
6"
9'-
7"
6' ERAMPLE:
- -
L = 6'-
- --
0"
-
Sr=
i-
4�
8^
i;0 MPH W, LOAD
7'-
8"
7'-
11'
6'-
(b"
3"Z 48"X
2_02c
8'
S'-
2"
4'-
9^
4'-
S"
'
:20 MPH W. LOAD
7'-
1"
7 -
4"
e.•-
a
95 MPH
W. LOAD
11'-
_
5'•
11'-
7"
12'-
j"
4
6"
4 _
1'
1_5'X 12"Z 0. 030
310 MPH
W. LOAD
10'-
5"
10'-
7"
11•-
1"
9'
4'-
11"
_
3'- 14"
♦_
_ _
95 MPH W. LOAD
8'-
7-
8•-
_
10"
9'-
_
'6"
130 MPH
W. LOAD
4'-
7"
91-
10"
101-
5"
Jr,
4•-
8"
'
i20 MPH K. EGAD
7'-
10"
8'-
1"
" -
10 ••
3`I a8"Z
0.032
2"z 2"z0.05" EXT
__ „_-__
6•_
2-
'
i70 MPH W. LOAD
7'-
_
7•-
6"
8'-
t3"
--95 MPH
W. LOAD
12'-
_
4
_--
12'-
6"
-
33'-
__
0'•
5'
7'-
4"
6'-
e"
1"
31-
8"
11"Z 0_032
110 MPH
W. LOAD
11 '-
3"
Ill-
5"
I1'-
I1"
6'
6'-
g"
6'-
5'-
8"
5'-
3"
�5 MPH W, LOAD
91-
9"
91-
11"
_II
to,-
:6•,
120 MPH
W. LOAD
to'-
5"
10-
7"
11'-
1"
7
6'-
1"
5•,_
3"
4'-
10'
]10 MPH W. LOAD
8'-
10"
9'-
1"
9'-
.9"
4"X 1]"X
0_02c
e,
5•_
9••
5'-
0"
4-
7"
' 120 MPH W. LOAD
8'-
2'
e'-
5"
9'-
''1•
95 MPH
W. LOAD
12'-
_
3"
_
11'-4---12'-
10"
9'
10'
S'-
5"
h'-
4^
-
3_C"Z 11'I 0.076
l
110 MPH
W. LOAD
11'-
1"
It'-
4"
11•-
10"
95 MPH
MPH W. LOAD
ill-
3"
11'-
5"
11'-
it'
120 MPH
W. LOAD
to'-
3"
to'-
6"
13'-
0"
2"s 2_z 0:
EXT_-__________________4
110 MPH W. LOAD
to,-
3"
to,-
5"
I1'-
'0^
4"Z 48"X
0_031
_
_
6•
7•_
3••
b'-
B"
6'-
1"
-
110 MPH W, LOAD
9'-
5'
9'-
e"
to'-
�3"
93 MPH
W. LOAD
14'-
1"
14'-
3"
14'-
8"
7
6--
9�.
6'-
2^
5•-
8"
3_0^Z 12"X 0_031
110 MPH
W. LOAD
11'-
10"
15'-
1"
13'-
5"
g'
6'-
5'-
9"
4"
' 95 MPH W. LOAD
12'-
6"
12'-
9"
131-
i2"
120 MPH
W. LOAD
11'-
10"
12'-
0"
12'-
6"
9'
S'-
t--
18"
5'-
5"
1.-
9'
110 MPH W. LOAD
11'-
S"
11'-
7"
12'-
I"
S'-
8"
5'-
2"
4'-
`
_
120 MPH W. LOAD
10'-
7'
10'-
S'
11'-
�`3"0'
?LITEITE COMPOSITE
PANELS
2195 H_14
2_0 A
EP9
CORE DENSITY
3"x_1_z_O=OS__EXT
'
3.0'Z 17"E 0_036
'
PANEL SIZE
ROC,
SPAN =
'W" AS SHOWN
ON DRAWINGS '
--5.-
7•_
q- _-_--7•-0=
6'-
6"
93 MPH W. LOAD
12'-
11"
13•-
1^
13'-
1- 6"
3^X 48"X
0_026
NO O_
1. O_
H_
2' P.
H_
6•
q•-
0"
6:-
5"
51-
it"
- -
110 MPH W. LOAD
11'-
9"
11'-
11"
12'-
5'
95 MPH
W. LOAD ••
15 -
_H_
7"
151-
8"
16'-
1"
7•
6'-
11"
5'-
6^
_ -
120 MPH W. LOAD
10'-
30"
I1'-
0^
il'-
7"
110 MPH
W. LOAD
14•-
2"
14'-
4"
14'-
4"
e'
6'-
1"
1"
1'
5'-
7"
5'-
1"
• _ _ -
3_0'Z 1]'X 0.040
-
120 MPH
W. LOAD
13'-
1"
13'-
3^
13'-
e'
9•
1.-
9"
5'-
3"
4'-
10"
-
95 MPH W. LOAD
lh'-
S'
14'-
7"
34'-
1"
3_X to"1C
0.032
10'
S'-
5"
5'-
0"
4'-
6"
-
-
130 MPH V. LOAD
110 MPH W. LOAD
13'-
12'-
1^
1^
13'-
11'-
3^
3"
13'-
13--
::9"
v9"
95 MPH
110 MPH
W, LOAD
W. LOAD
17'-
is -
7"
6"
18'-
I6'-
I"
6"
IB'-
l6•-
5"
10"
3_z 2"z_O_O7__EXT
5'
-
9'--10"
__-__--__
9•-
0"
e'-
4^
`
j
-.,
�,
120 MPH
W. LOAD
141-
6"
= 151-
3"
15•-
3"
6•
9•_
p••
8'-
J'
7'-
7"
- - --
.. -- •
ROYAL ALUMINUM SUPER -PAN PANELS
3103-H28 PAT t 4 91e 698
a.__8____
4"X 4O"X
0_026
7•
g•-
4"
7'-
7"
7'-
0"
• -
PAN SIZE
ROOM
SPAN
"W" A8 SHOWN ON
DRAWINGS
95 MPH
-
W. LOAD
--
18'-
--'
0"
_
-is,-
1"
Is,-
_ -
5"
8•
7-
9•
7-
1"
6'-
5"
7.5"Z 11"R 0_021
NO O.
H.
1' 0.
H_
2' O.
N.
�9"
130 MPH
W. LOAD
I6,'-
5"
16'-
6"
161-
10"
9.
7•_
p-
.6'-
8"
6'-
1"
95 MPN W. LOAD
13'-
a"
14'-
O"
- 114
120 MPH
W. LOAD
I5'-
1"
15'-
3"
IS'-
3"
_
6 -
4^
S'-
11^
-• -
110 MPH W, LOAD'
120 MPH W. LOAD
12'-
11'-
7"
8"
12'-
I1•-
10"
10,
13'-
1.21-
(3"
4"
4_"I_ 4_B"A
0.0_32_ _
----
---
___-____-___-__
2"s 3"x 0.05__TILT_DEAM_
- -
________-
_
I
9S MPH
W. LOAD
191-
11"
20'-
1"
20'-
4"
5•-'
9-
3"
8'-
5"-
7•-
to-
_
7_5"Z 17"X 0.0_ZB
110 ?,Pit
W. LOAD
le'-
2"
Is,-
31,
18'-
5"
6'
g•_
5'•
7'-
8^
7'-
1"
•
- -
95 MPH W. LOAD
15'-
9"
13'-
10'
16'-
{J"
110 MPH
W. LOAD
16'-
9"
16'-
11"
17'-
7"
7.•
7•-
7'-
I"
6'-
7^
- - _
- 110 MPH Y. LOAD
14'-
4^
14'-
6"
14'-
l0"
7'-
°10"
J"
6'-
8'
6' -
1"
.. - -- - -
- 120 MPH W. LOAD
13'-
3'
13'-
4'
13'-
AD"
95 MPH
W. LOAD
22'-
1"
12',-
2"
22'-
6"
91
6',-
30"
6'-
3"
S•-
10"
1_S"I_ 17"I 0.030
110 MPH
W. LOAD
20'-
1"
70'-
3'•
20'-
b"
10'
b'-
6"
5'-
11'
S'-
6"
r •=,:,
95 MPH W. LOAD
I6'-
6"
16'-
7"
16'-
t,l^
120 MPH
W. LOAD
18'-
7"
to,-
e"
191-
p"
2_x_4"z 0.05__
TILT
110 MPH W. LOAD
1S'-
0^
15'-
2'
15'-
i6"
6"X.48"X
5'
_BEAM
11'-
--_
1"
10'-
3"
9'-
6"
- - -..
120 MPH W. LOAD
13'-
It"
14'-
0^
141-
5"
O_032
--
24'-
6"
24'-
_-
7"
24 •_
10"
6'.
to,-
3"
9'-
15"
D'-
8"
i - - -
2-S"I 11'X 0.036
95 MPH W. LOAD
1T -
9"
17'-
10'
18'-
'j•7"
95 MPH'W.
110 MPH
LOAD
W. LOAD
22•-
4"
22--
5"
221-
8"
7'
9'-'
6"
e'-
8"
110 MPH W. LOAD
16'-
8"
16'-'
3"
16•-
7"
120 MPH
W. LOAD
20'-
17"
20'-
6"
21'-
6"
8'
8'-
I1"
e'-
1"
7•-
6"
9'
8'-
5•'
7'-
8'
7•-
1"
- -
120 MPH W. LOAD
'-
141-
11'
151-
0"
15'-
S"
{
TOTAL
A_OOM WIDTH
"W" FROM TABLE 2 OR
3 +LEN9HT9 OF OVERIIA_NGS
10'
a--
0"
7'-
]'•
6'-
9'
�•� r _- _
"", --' -_,_•
-' - TOTAL ROOM WIDTH "W" PROM TABLE 2 OR 3 ± LHNGHTS OP
C1 H.
'• 95 M_PH_ WIND LOAD
USE GREATER O_
F WIND
EXCEEDS LIVE LOAD A_EQUIREMHNT FOR WALK OK ROOF
LOAD FOR SELECTION OF ROCF PANEL.
120 MPH WIND
LOAD EXCEEDS
LIVE
LOAD REQUIREMENT
'
FOR WALKON ROOF
-
_.: _ c, -
-
- --
._
-
_
USE THIS COLUMN
FOR
SELECTION
OF BEA M FO__A
-
WALK
ON ROOF_
_
1
I-
" -
- TABLE 1_a MAX. ROOF
PAN SPANS FOR GLASS ROOMS
1
-
- - .• -. - ".
ALUMININUM ALLOY H-38 OR EQUAL
YIELD MIN
28.222 PSI
..+-0"X
PAN SIZE RDOM SPAN =
12"Z 0.026 -
W A9 3HOWN
-
ON DRAWINGS
!
TABLE 3: MAXIIRIM 1EIGN'IS FOR SCREEN OR G_IA55 ROOM UPRIGHTS
ALUMINUM 6063 T-6 ALLOY6
-
'
- _
95 MPH W. LOAD 13- 6"
13•- 8
14- 1 1"
-
- -
S.
-
110 MPH W. LOAD 12- 3"
12- 5"
12-
USING SCREEN PANEL NIDIH 'Y' FROM DRAWING SELECT SPAN -H^ SHOWN ON DRAWING
v • -
- -
120 KPH W. LOAD il'- 4"
11'- 5"
12•-
�1.
0"
MAXIMUM SPAN 'H' - -
--
"
-
3_0"X 12"X 0_032 -
WID771 'Y' 36• h7"' 48• 54' 60^ - • 66^
95 HPH W. LOAD 15- 1."
15'-7 3"
15,-
7'
EXTRUSIONS-
-4•-10^
110 MPH W. LOAD 13•- 9"
13'= 10:
14'- sj
4"
1'x 2'z 0.04'° 6 to- 6-- 4'" 5'-11" 5'- 6- 5'- 4" 5'-.1"4'- 7^
120 MPH W. LOAD 12'-_ 8"
12'- 10"
13'-t44"
-7'- ••6•_ 7`
3_0_X 12_X 0.036 '.
-7"
f -
'1'x Tx 0.06"• e•_ 3' 7• 7•- 1• 9^ 6•_ 4 6'- 1 5 30' S'-
95 MPH W. LOAD - 1S!-• 6'
•- 1^
Is -
14'- 3'
16'- � _
14'- �'B" -
_ *' -. ;..-'
Y` 0_G4' 9,- 2' 8'- 7 11' Z' 6 T•= 1 6 •-9
.., i!. -'
.*
.-_•_� r ,
110 MPH W. LOAD 14
i
120 MPH W. LOAD .13•-: 0"
13'- 2"
- 13'-r1,T.
g'-10' 8'- 2'.' 7'-IS 7'-• 6 '7 - 2'' 6'-11^
-
Ir
-
3_0_Y 17^X 0.040
95 MPH W. LOAD . - 17' 4'
17'
t
_
' • -•.
-1.�d "3
- g£_
110 MPH W. LOAD: 15'= - 9''
IS'- 11'
16'- j 3"
Tz Tz 0.06" 11'- 1 -•3'- 9'- 1' 8'- T' g'- 2 7 . 30', 7'- 6'
_
120 MPH W. LOAD- 14- 7"_
14•- 9"
15'-
3'x 2'z 0.03' to'- e'-9'-Il' 9'- T 6' 9 a'-'3' '- 711 _ '- 7 6^ T3'
,
.. ..... . ,..� ,-
- .. _. ,. ,:.-.Fr
._ ... .. .. _ _ ..,.
r..._ 1 -r ;,: _ . , -. -.
.? .:. Tj,' � r"-<,-.,v.:. .,>....
" NGKT9 OP 0 ERHANCS -.
OH WIDTH e W FROM TABLE 2 OR 3 +LE __ '+'-
TOTAL -ROOM _P__-
..
�, • - '
_....t'.�
. -- c-_ � -.�
1
:.:.., y. ,... _ < -� .:. .s -. .,
_rg., 3.-� -; ; ?,-. - -, .- .�•� -_ �
, .. OR WALK ON ROOF
_- 95 MPH WIND LOAD EZCEHDS LIVE LOAD REQUIREMENT F_-
--- ---- --- - - - - -. ---
2 z 3 f O.OS 12 -10• 11,"'-.1..;, 10' 6 ,.9!-11 •
-fie'-'
_ ,
.-, �, •-• ?�--•'
_. _'-•-, ,�„ r ->-> -=• '1�,' ',•
-- --
USE GREATER OF WIND'LOAD POR. SELECTION
--
OP AOOP
r
PANEL, ,,,
-,
'.12'-8' '11 '1
-
ti
2'z 3'z 0.07• 13 8 10•' Il.' 2 10 - 6 10
- -
r .. ,.
t _
�.`''r
,i
_ _-
• DENOTES THE MAZIHUM SPAN THE EXTRUSIONMILL SPAN WITH 011lr ANCHORS. I IUTOMMEND PALL...
.
�/
'� -.'*
..
` .•..
- ANCHORS NO LESS IVAN T' D.C. AND ANCHORS INTO CONCRETE DECK YITHIN'.6'• EACH SIDE. OF.
UPRIGHTS AND AT 2' O.0 MINIMUM:
.. :. , ,; -_ .» ,. ,,... �•._ - �,�
•. , .. - - .,''. ♦. •r-:-...- -'•'• `•
-
({ -
NOTES: 1. GLASS RaGM9 'i _TBE ADDITION OF THE ALUMINUM WINDOW FFAIfE'AND`TF1E 9TRl1CI11RAL'
.
SUPPORT ADDED To THE UPRIGHT BY YINOOY AND DOOR FRAK ALLOWS. GLASS ROOMS TO _
NOTE ° All spans and capacities are based On iYorsf
loads due to wild
� • ' 'T� G ' -^':`
.. 4 -
- -
s '} .` ��"," .k
-
`7
_
i
DE FIWOD USING MINIMUH UPRIGHT AND VINDOW Barron SUPPORT OR 2'E-1'X 0.04•.
_ - ,case of uplift velocities. --
-
_ .
-
-
_ ,•
r
-,
- -
DING
EXTRUSION" FOR- 7FlE FIN111T YALI:; DFl1M AND UPRIGHTS A9 SHOWN ON THECORRESPONDING
E'0.04' STUISSpxi1HE r
"ADDEDAND
TABLES: ADDITIONAL T'
_
. -
:r
,: . ,. „ 4• ,;; ., . . `
-DRAWINGS
-
_ _.. A- .:: ,.,t-, ,.,--.,,:. +. .==
x
AIIATIZ.2•
UNDER 1IIg;MIWDIYW:SUPPOPP. RAIL '
'•-'-•.- ...+.-. - :--• • :•.. ..-: 1 .. , -• .. - ,• .'
- (( -cam..-... _x ..; ..:, „ -, y.-... -?,.,, ., •. r... ; ' .....
.`. '- -
--
-
`SOOKS.�THi'SALfE
INFORMATION JAND'UETAIt. S CONTAINED :ON TH 15+DRAWING IS THE
.ALL IMF
. .,
•.._ ... .,. :..!_ `,: e-.-.;;• : ,�
r., ---. S ;�.-. �.• .. •!. •.• -3t - -Ex
:..
„, ,. L,-t•;.v,m ,. :..,. . _.._ .:. :,>, .z ,.-
- r--1 .r ,.. .; .:,. a. .., ,c •.
1�.
.. ... ._ :..�. .. .. ... ..... •'
, .. r-. ,.,
- J ,
2_ V STRl1CRJRAL TRADING, AS.SCRED7. ROOMS APPLIES.' LIKE ''�
INYL -
O •LAWRENCE.E7; BENNETT AND MAY NOPERMISSION-'REPROD
PROPERTY F
..'. <r .- �.. _.n.•-_ .. ;§,�`-_.. 3
,...:i _-E •: < '.,4 ,.' -..,. •,. _-
e„ -.� .^ ^ 1•'
.:.,- ., a.,y ,• _ ,.. _ ..
•;. -., .t t .e,`:•. _„ E=^• _. rrs. •. 3 "'>`. 4;.0 " -
..: .- ..-�- _..; :�.: ., •- " .�•. r -• -: .. '� * -
,.
., •, ._ ",.. .,w,.
_
-
,ti;
•
-, SCREEN THE VINM YILL'BLOV OVT A7 WIND YLTACIBE
TY. OF -6S:10 70 MPH
- - _
INFORMATION
OR USED IN -ANY MANNER -WITHOUT-HIS WRI7TEN•PERMISS ION. INFORMAT]ON
SEAL ON
7 �•'. S°:}:1:^ '••-�. +n.-
`�- l w 'S
,i:" _sa;?r.• _r-s
-
-
- - -
_ -
-
VALID WITHOUT Mr. DENNE'IT'S SIGNATURE AND EHBOSED
IS NOT A
A COPY OF THIS.
'�S -.. -, �,:• " i. �`•: :-
;ii: •. - =.- �' .-'_:=.,: _ , :3 :
r;,
_
- - ,- „ -.
A MASTER PILE COPY BELONGING TO THE PERSON USING
Al
}
CONVENTIONAL" HOME CONSTRUCTION
a • „< s, •1 r _
.t; - ct '.•
r - i=
�..' S '-t -
TABLE 1:'4AI,. ROOF AREA FOR ALUMINUM
FOR ALLOWABLE RGOP AREA•USE_^A REA'
POST FOR A
� S X (W/2
HOUSE POURCH
+ O.H.)
-
-
'
L A W.R E N C E �: -- E �.
'-
E_ N N E� T
_
EXAMPLE: "9"= 7!. .• W 17'. '8 OH
:4-- a= 7•" THUS-
'AREA' 56 SF
-- r y
�•,�
POST TYPE " MAX.: -ALLOW. ROOF AREA
FOR VARIOUS
TYPE POST YH SF
_
-
- -
e�
3"x 3"z0.060" SCALLOPED• DESIGN LOADSA _ND WIND VELOCITYS _LOAD_
-WALKON
-_
- "� •�''
POST' H4T - POST MAI ♦
UP '10 17o MPH BIND LOAD
- CIVIL' ENGINEER 81 DEVELOPMENT CONSULTANT-
-
-
` i
%l� -
-
UP TO 11'-30"'• 8,760
167 9P
1
-
- '• - -
3"x_3"xto.040" ROLL POR 19D••
UP TO 7'_ 9= 10,000 -----
.......
------------
'
P.O. South Daytona,
�x 4368
FI'. 32121-4368
:. ..
s• •
3"x 3'= 0.90' TUBE!4_5_O__
1
.;-
:, •' - -
- - - _
,..
-- -
P TO 10--l0" 1 8------277
3"x 3"z 0.125" TILT BEAM-
_
SF
------ ----
;
- Phone no. (904)
253-9960
._______ _-______ __-_______-_--_-___________
,440
,' '' ''-. •:. .�- � �_ `-�,. a'..-' ".. - � 46
z_46
z10.T7LT9370 SF_
HEAM• -____- _----
____-
UP TO 15'- 9" 76,190 499 SP )
_ IF
S a G
DRAWN
LW& -
SHEET 2 OF. 2
SEAL