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i
i
I
EDGE BEAM
SIDE WALL HEADER ATTACHED TO
I x 2' x 0.044' OR BETTER WITH
MIN. 2 110 x I' SUS
1' x 2' x 0.044' OPEN BACK RETAINED
TO FRONT POST WITH 110 x 2' SMS MAX. SIDE WALL PURLINS ATTACHED TO
6' FROM EACH PURLIN AND 24' O.C. I' x 2' x 0.044' OPEN BACK
WITH MIN. 2 110 x 1 1/2' SMS
IN SCREW BOSSES
FRONT WALL PURLIN
FRONT AND SIDE BOTTOM RAILS
ATTACHED 10 CONCRETE WITH MIN.
1/4' x 2 1/4' MASONRY WICK SET
O 6' FROM EACH POST AND 24' O.C.
MAX AND WALLS A MIN. OF (-
FROM EDGE OF CONCRETE
TYPICAL CORNER DETAIL
2' x __ EXTRUSION
PER SPAN TABLE
3 — 1' 110 SMS INTO SCREW SLOTS
2'x-__ EXTRUSION PER SPAN TABLE
1'x2' EXTR.` MIN. 3 1/2' COIL. SLAB W/ 6x6 10/10 W.WU. OR FIBER MESH
. . ANCHOR 1'x2'x0.044' PLATE
• TO CONIC. W/ I/4'x2 1/2'
VAPOR BARRIER CONC. ANCHORS WITHIN 6OF EA. SIDE OF EA. POST
0 24' O.C. MAXIMUM
POST TO BASE AND
POST TO BEAM DETAIL
2'x2'xl/8' ANGLE EACH
2 ' SIDE ATTACH TO POST
SEE TABLE 2 AND CONCRETE TO POST
ALTERNATE CONC. AND PLATE W IN 2 ►iOX
ANCJOR LOCATION 1/2' CORROSION RESISTIVE1 1/8' MIN. IN WASHER HEADED SCREWS
ALUMINUM
NOTES: t OR 1' x 2 OPEN BACK EXT.
CON 0.25' x 2- LENGTH MAX
OF 1'-0' O.C. ANCHOR TO WALL
WITH. 11/2- 110 SUS WITH
WASHERS 2'-0 O.C. SPACING
ANCHOR BEAU AND COLUMN KNEE
BEAM WITH ANCHOR CLIPS AND
110 SCREWS AND WASHERS.
MIN. SLAB THICKNESS FOR SLAB
ON GRADE 3 1/2' CONCRETE.
2' x�- BEAM AND COLUMNS MAX.
COLUMNt4M*. COLUMN SPACING
6941
TO SELECT FRONT
FROM TABLE USE I
I' x 2' x 0.040' W VALUE OF W/2 OR
'WVARIES 4
2' x BEAM SEE TABLE 4
OVERHANG VAR
'-0' MAX.
3 1/2' SLAB
ON GRADE OR
RAISED FOOTIN
3 - 1/1' LAG BOLT
ALUMINUM COVER OR
3' STRUCTURAL INSULATED
CONCRETE
I' x 2' EXTRUSION
/
W17H 11/1- FENDER WASHERS
ERS
ALUMINUM
25M PSI CONCRETE
PER 4' PANEL ACROSS THE
•��-•
MIN, W/ 6.6 W.W.M.
FRONT AND 24' ON CENTER
HEADER ATTACHED.TO POST
.•�•�• �• OR FIBER MESH CONIC.
ALONG THE SIDES (WALK ON) /
��
VAIN MIN. 2 /10 x 1 1/2'
IN SCREW BOSSES
NOTE: NO FOOTING REWIRED EXCEPT
2' x 2' a }'
t -
WHEN ADDRESSING EROSION
HOLLOWSEE SPAN
2' : 2 ' 2' x �• OR 3' x 2'
ALTERNATE POST TO BEAM
I
TABLEE HEADER
:SEE
HOLLOW SPAN TABLES
AND PLATE TO CONCRETE DETAIL
CHAIR RAIL AND
,...:... -_ .
SHEE
KICK PLATE
2' x 2' x 0.044'
��
`
CHAIR RAIL ATTACHED TO POSTS
WITH MIN. 2 p0 x 1/2'. SMS
NOTE: 'W IS THE ROOF SPAN CLEAR DISTANCE FROM
1 1/;
HOLLOW RAIL
IN SCREW BOSSES : '.'
RECEIVING CHANNEL TO FACE OF BEAM.
SLAB
(SEE
.L.
.w
1EVARIES
Ix 2HTABLE
AX. BEA
MAX.
AN
LENGTH
NOMAX ELEV. SLAB
OR ON GRADE
TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT NEW FRAMING
(HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF I' x 2' PLATE TO BOTTOM OF WALL BEAU)
TYPICAL SCREEN AND GLASS ROOM
SOLO COVER
ARIES2' x 2' xO.044'CAL) VAXWIDTH53- STES
SIDES
POST ATTACHED TO BOTTOM
///BOTTOM'
I' x 2 x 0.044' OPEN BACK
PAN OR COMPOSITE PANELS USE CORROSW
YPICAL SCREEN AND GLASS -:WITH
MIN. 2 110 x 1 1/2'
•i"
RAIL
RESISTIVE SCREWS. PANS A14CI4 RED WIN #10IN
SCREW BOSSES /
`�
x 1/2' 0 3/ PAN INTO RECEIVING CHANNEL AND
NOTE: 114E HOST STRUCTURE MUST BE CAPABLE OF SU PORBHO'THE-ALUMPIUM_SffiUC.UM—T BE ATTACHED TO TEE HOST STRUCTURE. GENERALLY TM/1
110 x 1/2' 0 RIDGE CAP CONNECTION 10
CONOIHONOfTHEEXISIMOSTRUCTURE WILL INDICATE ME STRUCTURES CAPABILITY. THE ro LomHo CONDinoNs/ROST STRUCMRtEs ARE CAPA$L
1/4' x 2 1/4' MASONRY ANCHOR
RECEIVING CHANNEL. COMPOSITE PANELS USE
OF SUPPORTING THE ALUMINUM STRUCTURE TO BE ATTACHED.AT
6' FROM EACH POST AND'
HOST
1/4' x (ti1/2-) LAG SCREWS WITH I/4- WASHERS—
I. MASONRY WALLS, 2'x 4' FRAME CONSTRUCTION WALLS PRE ENGINEERED WOOD TRUSSES W/ A 2'x 6' SUB FAaA AND A TRUSS OVERHANG OF UP
24' O.C. MAXIIAUM
STRUCTURE I
t
-TO 4'. AND/OR ATTACHMENT OF THE ALUMINUM STRUCTURE THROUGH THE.I- FAOA TO THE TRUSS BUTTS.W/.A MAXIMUM OF 4- TRUSS OVTRHANC.TYPICAL
UPRIGHT DETAIL
FACIA
THROUGH RECEIVING CHANNELFROM TOP.OR
ALL CONNECTIONS.I
iYO&LE HOMES NANUFAGNREO AFTER 1981 ANTI BVILT TO THE 1984 M10 STANDARDS W1aERC 714E ANCHORS ARE Mi0 114E 71KI55 BUITiCAULK
CONDITIONS N07 COVERED ABOVE SHALL BE REVIEWED BY THEE ENGINEER TO DETERMINE THE HOST STRUCTURE ADEQUACY.
4. ALL TRUSS SYSTEMS SHALL HAVE A MAXIMUM SPACING Q 24' OGEXTRUDED
OR BREAKMETAL
5. MOBILE HOMES NOT CONFORMING TO THE STANDARDS ABOVE SHALL HAVE A SELF SUPPORTING FAUE ADJACENT TO THE UOBIE HONE IN LED OF
FASTENER DETERMINED HEADER 0.032' MIN.
BASED ON CONSTRUCTION
OF HOST STRUCTURE
WINDOW FRAMING CAN ATTACH
SOLID ROOF CONNECTION TO HOST STRUCTURE
DIRECTLY TO HEADER
NOTE: -CONTRACTOR SHALL PROVIDE VERIFICATION THAT THE HOST STRUCTURE IS STRUCTURALLY
CONVENTIONAL FRAMING OR
COMPARABLE TO THE STRUCTURE SHOWN. (MOBILE HOME OR CONVENTIONAL
ALUMINUM COVER.SYSTEM
SHEETING BOTH SIDES
GLASS WINDOW INSTALLED
PER MANUFACTURERS
•SPECIFICATIONS
ALUMINUM SHEETING OR
VINYL
18 x 1/2' SUS 16' O.C.
IN ALUMINUM SHEETING ALUMINUM ATTACHMENT
TYPICAL SECTION GLASS ROOM
VARIES
NOTES: 1. INSTALL RIGID FOAU INSULATION INTO ALUMINUM ROOF PAN2. COVER INSULATION TWTH 0.019' PROTECTOR PANEL WITH OVERLAPPING SEAMS
3. INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM END CAP TO SECURE INSULATION PLACEMENT AND
TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS
4. PROTECTOR PANEL WILL BE SECURED BY 18 x 5/8' CORROSION RESISTIVE WASHER HEADED SCREWS
5. SCREW PATTERN SHALL BE 12' OI ALL PERIMETERS AND 24' O.C. FIELD ON EACH PANEL
6. ALUMINUM END CAP WALL BE ATTACHED PATH 3 18 x 1/2' CORROSION RESISTIVE WASHER HEADED SCREWS
7. SEAL ALL SCREW HEADS µ1TIH CAULKING
• II 2 I
3 1/2' CONCRETE SLAB 6 x 6
W.W.F. OR FIBER MESH CONCRETE
3 1/2' MIN.
VISOUENE VAPOR BARRIER UNDER SLABS
HAVING STRUCTURES ABOVE
WELL COMPACTED CLEAN FILL OVER SACRIFICED
NATURAL SOIL 90% RELATIVE DENSITY
CONCRETE FILLED BLOCK STEM WALL (Bx8x16 CMU)
6' x 12' CONCRETE FOOTING WHIN 1 0 CONTINUOUS
LOCATE ON UNDISTURBED NATURAL SOIL
1 15 VERTICAL AT CORNERS AND 10'-0' O.C.
RAISED PATIO FOOTING
2•-0' MIN. MIN. 2500 PSI CONE. W IN 6 x 6 WELDED WIRE
BEFORE SLOPE
OR FIBER MESH
TYPICAL ALL SLABS.
3 1/2-
- --8'
1 15 BAR CONT.
I 1' 14 BAR CONT.
1 . ,
NOTE: FIBER MESH CONCRETE DOES
8
8'
FLAT SLOPE / NO FOOTING
MODERATE SLOPE FOOTING
STEEP SLOPE FOOTING
0 - 2'/12-
2'/12' - 1' - 10'
> Y - 10•
SLAB DETAILS ADDRESSING EROSION
12' PANS OR CONTINUOUS COVER
12'
TYPICAL PANEL
18 x 5/8- CORROSION
RESISTIVE WASHER
HEADED SCREWS
MEETS THE REOUIFIEFIb NM T
t)F CHAPTEP 1205 SBC 1991 ' TD
N
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W
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O
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C. B 1991
SEAL
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FRAME AND
SCREEN. w
j J SEE DETAI'
NOTE: 1.
2 012 5
C EDGER PIER
2'•S' Jq Nu1CCR EACH CND
BRIDGING A O.C.
IF MAX WvwRD BLORT
WON (YAKS) L
R;.f�QNCREIC SLAB 3/3'.5" B
STRINGER
18 x I" WOOD SCREWS WIN ALUMINUM COVER
5/8' WASHERS J PER PANEL / (SEE CONNECTION TO HOST STRUCTURE).
HURRICANE ANCHORS AND ALTERNATE
2'%4' TOP PLATE PRESSURE � STUDS TOP AND BOTTOM
TREATED PINE _
2"x4' STUDS 2 INTERNAL L'X OR
RECEIVING CHANNEL
1 1/4" DIAMETER BOLTS
EACH ANGLE
4 110 x 1 1/2' SMS
EACH ANGLE
4" APPROVED SIDING AS
0 0 1/4" x 3' BOLTS OR
° T-BOLTS INTO CONE
SLAB 0 24' O.C. W/
•= 1/8"xl 1/2* WASHERS
POST CAN BE BOLTED LEOCER SUPPORT W
LAB OR CCNHIIUOUS
E HAVE TEACH NOTC: O A CENTER STRINGER REOUIRED ONLY
FETE FOOTER EACH PIER DETAILIF DEPTH OF DECK EXCEEDS 10'
TYPICAL WOOD DECK
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
J'%J' POST TURN
3 18 SMS WIN WASHERS
(PER 12' PAN) OR 4' O/C MAX
6- 1/4' x It + 1) W/ WASHERS
BOLTED TO 2 3/4' x 2 3/4' . 2 1/2" (PER 4PANEL) 8' 0/C
ANCHOR RISER LONG x 1/8" TUBING
WELDED
2'x_-_ EXTRUSIC
PER SPAN TABLE
1"X2" EXTRUSION
3/4" P.T. PLYWOL
/ 1/4' TAPCON x 1 1/2' "
2 I/2'
c 3 1/2" CONCRETE SLAB
c
.ONNECTIDN I2" x 12 x I/4' PLATE
BASE ANCHOR EMBEDMENT
FOR POST TO SLAB CONNECTION
3-1" #10 SMS INTO SCREW SLOTS
ANCHOR 1"x2"xO.044" PLATE TO
WOOD DECK W/ 1/4"x2 1/2" LAG
SCREWS WITHIN 6" OF EACH SIDE
OF EACH POST ® 24" O.C. MAX.
DOUBLE 2"x6" SIDE PANELS
WALL TO WOOD DECK DETAIL
® vvicON SOL.
00 16' . 15' . C CO REIL PAD
m DD LK m PSI COMIE
® C ACB SOL
m I/4' . 2 1/4' ESW9O1 SOT
2 EACH PER BASE
ISOLATED FDOTER
i
FOR BEAM AND POST SIZING
CONSULT SCHEDULES
SEE TABLE 3 FOR NUMBER OF BOLTS
DETAIL OF ALUMINUM BEAM
FRAMING INTO CORNER OF
MOOD FRAMED UTILITY SHED
6x6--10X 10 WWM
SEE TABLE 2 ALUMINUM PANS
POST TO BEAM
CONNECTION DETAIL
SEE TABLE 3 FOR
NUMBER OF BOLTS
COLUMN NOTCHED TO
SUIT, SIDE NOTCH OF
POST IS ALLOWED
DOUBLE CARPORT
tl tl tl
W W
II I�
O 11 II
II- IIOVERHANC VARIES
0 I
TABLE 2 EOUALS THE LARGER OF: A.W OR
A-W/240.H.
SLOPE
1/2 12
'W' FOR BEAM SIZE
(PACE 5.6-7)
END VIEW DOUBLE CARPORT (GABLED)
• MINIMUM SLOPE SHALL BE 1/2' PER 12' EXCEPT FOR
0.026' PANS FOR WHICH THE SLOPE SHALL BE 3/4'
PER "12" FOR SPANS THAT EXCEED 12'-0'
1/4' x_2_,LAG BOLT _
1'x2" TOP, AND— --
1/fx2' LAG BOLT
2 PER POST
BOTTOM PLATE \�
2 PER POST
ALUMINUM CASTING
SCREW 2' O.C.
POST 3" x 3' x 0.125"
POST 2"x2"x0.044' ET
1/4' THIRD BOLT (1) 1/4" MASONRY ANCHOR
/IOxI 1/2"
SCREWS 3/
I/4" MASONRY ANCHOR
2/ POST INTO CONCRETE
POST MIN.
2/ POST INTO CONE
SCREEN ROOM 2 0 POST
TOP AND
SCREEN ROOIA 2 0
AND 2'-0- O.C.
BOTTOM
POST AND 2'-0" O.C.
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
JAI / TOP OF GRADE
FLUTED POST
WRAPPED W/ FELT PAPER
ALUMINUM SCREEN ROOM
UNDER WOOD FRAME PORCH
SINGLE CARPORT
UCNO-SLOPED ROOF
II OVERHANG VARIES
AUW/2+0.H.. A.W/2+dN
i II � ii
< 11
91 u
� n n
� II
II
n I
n I
n
II
n v
SHADING DEMOTES MAX ROOF AREA
FOR COLUMNS AND FOOTINGS
SLOPE
1/2 12 KNEE BRACE
KNEE BRACE
I"W* FOR BEAM SIZE
ABLE 2 AFTER COMPUTING
A' LARGEST VALUE
NOTE: KNEE BRACES ARE REWIRED IF POST
IS NOT SET IN CONCRETE FOOTING.
END VIEW SINGLE CARPORT
•SLOPE
12
1/2
W FOR BEAM SIZE SEE TABLE 2
It AFTER COMPUTING A LARGEST VALUE 11
FRONT VIEW SINGLE OR
DOUBLE BAY CARPORT
2 15 BARS UN WAY I
FOOTING PAD FOR WO&D POST
24' 3/8'x3 1/2* BOLT 2'-0' MIN. MIN. 2500 PSI CONC. WITH 6 x 6 WELDED WIRE
BEFORE SLOPE OR FIBER MESH TYPICAL ALL SLABS.
80 LB. 2500 PSI
CONCRETE PREMIX I 1 /5 BAR CONT. I 1' 14 BAR CONT.
J I/2 tiii;- - - 8. --- +—
3 1/2" L ' 3"x3" BASE 12" i.
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
NOTE: FlBEB MESH CONCRETE DOES 8 8'
NOT REOUiE WARE MESH
FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
0 - 2'/12" 2"/12" - V - to' > I' - 10'
SLAB DETAILS ADDRESSING EROSION AIEETSINEREGUIFEMENT^
.tJFCHAPTEP ll20SSBC lQ92 r
POURED CONCRETE
D �
"L REFER TO TABLE 5
ISOLATED FOOTING
V W MISS
G g ��
3
124
!
y 9 S
XpX• yy.3
god 9. Net
y
Inc
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f
- HOST STRUCTURE W FACIA k SUB -FACIA CONNECTION REQUIREMENTS FOR VARIOUS
LOAD CONDITIONS
LOAD CONDIPONS
YAND VELOCITY LOADS DEAD + LIVE LOADS
GLASS ROOMS
HOST STRUCTURE 100 MPH 110 MPH 120 MPH 221/SF 321/SF 57I/5F
1. CONCRETE 1/4•.1-1/8' CONCRETE SCREWS 0 12' O.C.------>2 0 1' O.C.
- 2. WOW FRAME 1/4'x2' LAG SCREWS 0 6' O.C:----------->2 0 1' O.C.
SCREEN. VINYL, AND CARPORTS
HOST STRUCTURE 100 MPH 110 UPH-j 120 MPH 221/SF 321/SF 571/SF
I. CONCRETE 1/4'xi-1/8•'CONCRETE SCREWS 0 12' O.C.------>2 0 1' O.C.
2. WOW FRAME 1/4'12' LAG SCREWS 0 12' O.C.----------->2 0 1' O.C.
NOTES: WOW STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE
TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS
- ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4' WASHERS
OR SHALL BE WASHER HEADED SCREWS.
12" x 3" x 3105-H14 RISER PANEL
- -# {- 0.75' 1 -- -
PROPERTIES
3• 0.024'
0.032'
i-- IY F
12" x 3" x 3005-H28 RISER PANEL
-4 {- 0.75' 1
PROPERTIES
J. 0.032'
�I
12" x 3" x 3105-H14 RISER PANEL
-{ {- 0.75' 1
I� I
i-
k-- 12'
PROPERTIES
TABLE I MAY. ROOF PAN SPANS FOR CARPORTS, SCREEN k VINYL ROOMS
ALUMININUM INDUSTRY STANDARDS ALLOY 3105 H-14 k H-25
PAN SIZE FOR PAN SPAN USE - •W/2 + O.H.' SEE DRAWAIICS 4
3.0'X 12•X 0.026'_-NO O.li. 1. O.H.-___2' O.H.3' O.H._
I00.MPH-W-LOAD 14'- 3• 14'- 5• 14'- 97
- 1-5'- 5*
C110 MPH_W. TOAD-) 12'- IT* 13'- 1- 43'- 6- W- 2'
120 MPH W. LOAD 11'- II' 12'- 1• 12'- 6' 13'- 3•
3.0 X IY% 0.031
100 MPH W. LOAD 16'- 6' 16'- 8' 17'- 0' 17'- 6•
110 MPH W. LOAD 15'- 0' 15- 2' 15- 6' 16'- 1•
120 MPH W. LOAD IS- 10• 13'- 11' 15- 4' 16'- 0•
NOTE: STITCHING OF THE PAN WEBBING IS RECOMMENDED. IF STITCHING IS NOT
PROVIDED W/ / IOx 1/2• SCREWS 0 2' O.0 THEN REDUCE THE ABOVE
SPANS BY 20X. EXAMPLE; 3.0'% 12•X 0.026' W/ NO O.H. SPAN II'- Yx
(100X - 20%) - 11.25'x 0.80 - 9.0' - 9'- 0'.
MANUFACTURERS PROPRIETARY SUPPLIES.
TABLE I MAX ROOF SYSTEM SPANS FOR ROYAL ALUMINUM SUPER PANS USED ON
SCREEN/VANYL
ROOMS & CARPORTS(OPEN BUILDINGS)
PRODUCT PATENT 14,918.898E
ALUMININUU ALLOY 3105 H-28 MINIMUM YIELD 30,DW PSI
PAN SIZE FOR PAN SPAN USE - 'W/2 + O.H.'
SEE DRAWINGS .
WIND LOADS ON OPEN BUILDINGS SUCH AS SCREEN/VINYL ROOMS k
CARPORTS
2.5'% 12'X 0.022-----
NO O.N.-_-I'
O.H.---2'
O.H.--
J' O.H._
IOU MPH W. LOAD
16'- 5'
16'- 6'
16'- 10'
17'- 4'
110 MPH W. LOAD
14'- 10'
14'- I1'
15- 3'
15- 10'
120 MPH W.LOAD
13'- IT'
14'- 1'
14'- 5'
15- 0'
_
. ._. 2.5'X 12'X
IOU MPH W_LOAD 111'-
II•
19'- 0•
19'- 4'
19'- 9•
o110 MPH W. LOAD
17= 1
17- 2'
17'- 6',,
111'- 0'
120 MPH W. LOAD
i6'- 1'
16'- 3'
16'- 7"1
17' 1'
2.5'X 12•X 0.030-
--_
- ---
IOU MPH W. LOAD
19,- 10'
19'- 11'
20'-_2''
20--7-
110 MPH W. LOAD
17'- 11'
IB'- 0'
18'- 3'
W- 9•
120 MPH W. LOAD
16'- 10'
17'- 0'
17'- 3•
17'- 16'
.. 2.5'X 12'X 0.036_-
_-_
-- _--__
_------_
' 100 MPH W LOAD
21'- 7'
21'- 8'
21 11'
220- 4'
110 MPH W. LOAD
19'- 6'
19'- 8'
19'- 11'
20'- 4'
120 MPH W LOAD
18'- 5'
uF- 6'
IB•- 10•
19'- 3'
A - 0.480 'n.N WI - 0.564 PJ-L
1 . 40.438/-0.271 ii
A: 0.6W F.7 WT-0.706 P.I.I.
1 • 40.610/-0.423 K'
A - 0.60 n
WT - 0.717 P.LL
1 - 40.572/-0.46 n.
0.040' A - 0.76 u!
WT-0.717 P.I.I. 4
1 - 40.781/-0.711 W.
48*
- 0.744 0/ Q. PANEL CONNECTION DETAIL
- 0.871 hA/ It. 10 SPAN
48" x 4" x 3105-H14 COMPOSITE PANEL
0.024' : I<II . 1.032 n.4/ IL PANEL CONNECTION DETAIL. INCIDENTAL
0.032' : 1.11 - 1.100 R4/ W. TO SPAN
1.5 1 EPS CORE DENSITY
MANUFACTURERS PROPRIETARY SUPPLIES
TABLE 1: MAYIMUU ROOF SPANS FOR ELITE PANEL PRODUCTS INC. OR
STRUCTURAL PANELS. WC.
ALUMINUM COMPOSITE PANELS STANDARD PANEL W/ALUMINUM SHEATHING
31D5-HI4/H-25 ALLOY 1.0 1 EPS CONE DENSITY
WIND LOADS
SCREEN k VINYL ROOMS. CARPORTS. AND OTHER OPEN BUILDINGS
3•x 0.019'_NO_O.H.-__-I _O.H. 2' O.H.---3'-O.H.-
100 MPH W._L 14'- 7' 14'- 8' 15'- 1'
15-
9-
>•y�110 MPH - Lq 13'- 4' 13'- 5' 13'- 11'
14'-
7'
120 MPH -W.-L 12'- 4' 12'- 6' 12'- 11'
13'-
8'
3'. 0.024'_---_-_- --
--
100 MPH W. L. I7'- 9' IT: II'- 18'- 3'
18'-
9•
110 MPH W. L 16'- 3• 16'- 4' 16'- 9'
17'-
4'
110 MPH W. L. 15'- 0' 15'- 2' IS'- 7'
16'-
2'
Yx
IW MPH W. L 20'- 7' 20'- 9' 21'- 0'
21'-
6'
110 MPH W. L. 18'- 10' 18'- 11' 19'- 4'
19'-
10'
120 MPH W. L 17'- 5' 17'- 6' 17'- 10'
18'-
6'
DEAD + LIVE LOAD k OR/SNOW LOAD (INCLUDES 2 //SF.DEAD LOAD)
ALL BUILDING TYPES
Yx
221/SF
12'-
0•
12'-
2•
12'-
8'
IS-
Y
321/SF
IV-
0'
10'-
9'
10•-
9'
If-
8'
571/SF
70-
6'
7'-
9'
8'-
6'
9'-
7'
Yx 0.024•_
_
_
221/SF
14'-
8'
14'-
10'
IS'-
3'
15'-
10,
321/SF
12'-
2'
12'-
4'
12'-
10'
13'-
7-
571/SF
9'-
1'
9'-
4-
9'-
11'
10'-
11'
3'x 0.032•
_-
-
221/SF
17'-
0'
17'-
2•
17'-
6'
18'-
1'
321/SF
14'-
2•
14-
3'
14'-
8'
IS'-
57
571/SF
10'-
9'
10'-
10'
11'-
5'
12'-
4'
POST:
Y x Y x 0.D60'
6063
0.72
1.19
SCALLOPED
T6
3' . 3' . 0.093'
6063
1.08
1.19
SCALLCPED
I6
3' . 3' . 0.125'
6063
I.44
1.17
SCALLOPED
T6
4' . 4' . 0.125'
6063
1.94
1.58
SCALLOPED
16
MEETS Tim REQUIRE UfM'l
OF CHAPTER 4205 SGG 1001 M
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Nov O 9 is
SEAL
SWEETf'I
3 V
OF 3