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i „E.SE PLANS AND A" o NUNS
r";�1ES80JECT T01�ilY� � RS'o1:
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LE COPY CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
Slopcs of less than 3" on 12" are not recommended, Fvr slopes of 3" on 12" or greater, dad lap panels 6".
Side Iops should Face away from the driving rant, Lay the that sheet along the nave at the' owl-w
direction of the prevailing winds, ,(See figure �13). lostall tad side of th roof, fardtcst away from the
top of the Lower panel. sheets in the sequence shown' Figure #3, always d lapping the upper panel on
figure neure #4 - Installation Op s
Sheet Installation Pattern
for 5V
- ,�-�Prevailin9 Winq
k 4's
LMI I
' C77
2Spacing
ae
Wood Frame Splid Deck*
6"Endlap UN NLmm. 2' t,,di.S L»1L
ParIOB Plywood Deck
ffids oMetal Appy301b ewl Felt Paper
Du not Nau fain option for penned b.atall A1etp1
'paces
x Proper veutiWeun and opur barrier pMfi
Allow an overhang of 2'w the cave to provide For a drip edge. Use inside closure at cav to prevent also,
To prottxt against Uplifting winds and to provide a fnilshed appearance, apply rake trim ore standard gable
14" ridge cap is recommended to prevent Leakage, Scat off ridge and panel using outside yI losum strip,
Use 03/8" butyl caulk tape is recommended at all side laps,rmp Wly for more shallow roofs: Applythetapeo
Do not block the siphon channel with the tape.
Figure - Proper Applicaation�Df Butyl ulk Tape
Siding,
For best results start sidin w a d d
Existing Shingles*
Apply 301bFelr paper
frump Meta]
eeommeadM Por heated upaces,
rd infestation at openings,
4pply fasteners every 6-10".
in Figure#5 at all lap ribs.
$ our , wan ow or other opening in the wall. Use comer or other standard ira for strong, neat edges.
ALLOWABLE I NIFORM LOADS PER SQUA ' FOOT
(Thu r. C"" . &,r— i
LIVE LOADL�TG
D UPLIFT LO
ING
Span (inches)
18"
24"
30"
36"
42"
48"
54"E5625
' 30"
36"
42
48"
54"
Economy
32
is
11
7
5
3
2
13
7
5
3
2
29 Gauge
65
37
23
16
12
9
7
43
30
Z�
17
1326
Gauge
89
50
32
22
16
13
10
57
40
29
22
17
VOTES:
1. The panel weight has been deducted fluor the allowable stress values,
2. The properties and load tables are for the panel alone. -
The panel protllc has been assumed m remain constant under loading.
The capacity of clips and fasteners is not included.
3. The panel suction properties have been calculated in accorpance with the 1996 A181 Speeiiuea on,
5V UL Ratings are. UL2218 Impact Resistance Class 4 — QL790 Fire Resists ice Class A
29 Gauge 5V received Florida Building Code Approval #FL2287 when using proper astenlog pattern.
26 Gauge 5V received Miami -Dade County Approval Control #02-0322. , Florida lluadia Code Approval #FL72,
and Texas Department of Insurance Approval RC-119 when g p PP sing proper facto pattern.
It u arc aaera rvxpANTIES to verify all 4ppllANTI blr eotlr AND
FIarend for me arya, ,been W meaeuremea and determine auitabai of product for Job.
1ftiOcl WA =cgnuiRANTIEa OFMERCIiArvod. NITYANDFdoe SS FOR PARTICULAR PURPOSE OUCLAIMD. copy,fight d t9ys by
l;nioa Crnigntiag Comtwny. All tights icecrvcd. No pa"' of thin doe SS
may be reproduced or diwibulud w y roue whaUmvot with prior wrimn aathori-4—
JOHN D. HOLT
/� FROFE55IONAL
CISI - l� /� LL � � f _—m ENGINEER15252
_ -iI -------.- 925-AZURE AVENUE
WE5T PALM BEACH
FL 33414 8187
793-7543
SCANNED
^,BY
1I T
DRAWN
CHECKED
DATE
�SCALE
JOB NO.
RP -13 as
SHEET
OFF' SHEETS
TECHNICAL IMAGE PRODUCTS