HomeMy WebLinkAboutROOF FRAMING PLANREPLACE EAVE STRUTS AS REQUIRED REPLACE EAVE STRUTS AS REQUIRED
WITH 8" 14-GAGE EAVE STUTS BOLTED TO WITH 8" 14-GAGE EAVE STRUT BOLTED TO
EXISTING FRAMES W/ TWO (2) 1/2" BOLTS EXISTING FRAMES W/ TWO (2) 1/2" BOLTS
(ONE BOLT EITHER END) (ONE BOLT EITHER END)
REVISIONS BY
-O"
18'-0'
20'-0"
20'-0" 20'-0"
12'-6"
4'-0"
18'-0"
20'-0" 20'-O"
20'-0"
18'-01,
'-0'
o
•
----
— — — — — —
-----------------
- ----------I-----------
— _ _
--- --=---------=-------
_ — — -- — — — — — — — — —. — — — — — — —
— — — — — — — — 4 — — — —
--------TI
— � — — — — — — — — — --
4--L—------1_----------L---------1------------L-------�1
----------TI -----
— — — — — — — — — -- — — — — — — —
-- -
— — — —
- - - - - - - -- _-
— — — — — — — — — — — — —
—
)
— —
— — — — -� —
— — — — — - — —
— — — — — —
— — — -- — — — — — — — — — — — — —
— — — — —
— --
—
— — — — — — — — —
— — — — — — — — — — — — — — — — —
— — — — —
— — — — — — — ---
— — E-- — — —
— — —
—
— —
� — — — — —.—
— — - — —
— — — — — — T — — — — —
—.— — _ —
_ _— — — — — — — — — — — —
_—
— — 1 — —
— — — — �.
L—
— —
0
N
O
0
Lo
— —
-------------------------------------
22
.
GAGE MBCI PBR ROOFI PANEL OVER PURLINS
--
— — — — —
— —
— —� — — — — — — — — —
------
— — — — —
T
1
— —
— —
— — — —
— — — —
1
—'
= —
— -
-
-----------------------I
-1---------
---------1----------1---------1------
—1
---------------------
—
— — — — — —
— - — — — — —
— — — —
------------------
— — — — — — — — — — — — — — — — —
— — — —
—
o
--------
—
---------
---------
I—
--------- -----�
REPLACE EAVE STRUTS AS REQUIRED
WITH 8" 147 AGEW/ TWOSTRUT
1 BOLTED
EXISTINTO
(ONE BOLT EITHER END)
NO RERO IS AREA
•
NORTH AR
OOT FRAM IV
•
G PLAN
DOWNSPOUT LOCATIONS
FOR PROPER END LAPPING OF PANEL , THE PANELS
ARE LAID, ONE ROW AT A TIME INCLUDING THE
RIDGE CAP, COMPLETELY ACROSS THE BLDG. WIDTH.
• BUILDING CODES APPLIED:
THIS METAL ROOFING REPLACEMENT IS DESIGNED TO COMPLY WITH
THE 2020 FLORIDA BUILDING CODE 7th EDITION, CATEGORY II, EXPOSURE C,
158 MPH ULTIMATE WIND SPEED, ENCLOSED BUILDING AND 20 LB/SF LIVE LOAD.
I
5 O
A
RIGHT HAND PANEL PSrENER o
LEFT HAND PANEL 9 F G) o
51pE �o0 0. o
STARTING ENDWALL A
z
o STENERS
U w FA
Ld
ESP 0) A
-
0 o 0 Sip
2
o" O.G. .�
o �C
GUTTER OR EAVE TRIM 6 -
FASTENER 6'�
e
�B EAVE
PANEL
SEALANT GROOVE
RIDGE PANEL
FOR UNPUNCHED PANELS
0
PANEL TO PANEL
FASTENER
SEALANT GROOVE
A
VLASTIC
o-- C
p�INTERMEDIATE
FASTENERS SECTION A —A
rCiD SIDELAP ATTACHMENT
�- ERF�TI°N pF
SPLICE 110N 3'-0" PANEL MODULE
PANEL`
5 SPLICE
FASTENERS
22 GAGE MBCI PBR ROOF PANEL
FLORIDA PRODUCT APPROVAL FL11819.5
Y CORR. P CORR CORR. Y
FASTENER SCHEDULE
LOCATION
PART NO.
DESCRIPTION
PANEL TO STRUCTURAL
#3
12-14 X 1 1/4" SELF DRILLER
PANEL TO PANEL
#4
1/4-14 X 7/8" SELF DRILLER
IMPORTANT - SIDELAP FASTENER LOCATIONS:
IT IS EXTREMELY IMPORTANT TO FIELD LOCATE SIDELAP FASTENERS STARTING AT THE LOW END
OF PBR ROOF PANELS AS FOLLOWS, OTHERWISE IT COULD CREATE A FASTENER SHORTAGE.
EAVE PANEL WITH GUTTER OR EAVE TRIM: START SIDELAP FASTENERS V-0" ABOVE GUTTER
OR EAVE TRIM ATTACHMENT HOLES.
EAVE PANEL WITH UNTRIMMED EAVE:
UNPUNCHED PANELS: START SIDELAP FASTENERS 1" FROM LOW END OF EAVE PANEL.
SPLICE PANEL: START SIDELAP FASTENERS V-0" ABOVE SPLICE FASTENERS.
RIDGE PANEL: INSTALL ONE SIDELAP FASTENER 6 ABOVE SPLICE FASTENERS.
15'-0"
WIND LOADS MAIN ROOF
22 GAGE MBCI PBR ROOF PANEL OVER PURLINS
FLORIDA PRODUCT APPROVAL F11819.5
INSTALLATION
NOTES:
ROOF ZONE
(51 <100 EFFECTIVE AREA)
ALLOWABLE UNIFORM LOAD (PSF)
1.. PANELS ARE
INSTALLED
END OF
WITH SEALANT GROOVE FORWARD TOWARD THE DIRECTION
IMPORTANT:
CPRRUGATION MUST
.
COMPONENTS & CLADDING
1, 1,
2 3
SF_AN 3'-0° SPAN = 4'-O" SPAN = 5'-0"
PRESSURE (PSF)
PURLIN CENTERLINE OF PANEL
OF ERECTION, WITH THE SEALANT GROOVE CONTINUOUS FROM EAVE TO EAVE. ALIGN WITH STRUCTURAL LINE AT BOTH
12.0
12.0 12.0
183.56 105.06 67.79
2. LOOKING AT STARTING ENDWALL
FROM OUTSIDE OF BUILDING THIS MAKES LEFT
ENDS of THE BLDG.
-34.0
-59.0 -71.0
-194.44-111.53 -72.04
SUCTION (PSF)
HAND PANELS
ON LEFT
SIDE OF BUILDING AND RIGHT HAND PANELS ON
��co
M
z
Wes-
S�IJi
U
U
I moww_
LLJ
J J J
W —
m
J
x V))
Q
uj °
C,
�o
O-
a
u)
a
rn
rn
N
O
Z
U
W
C
Li
W
Ld
J
a
a
W
Q
C)
O
(f)
O
O
-
0
Q
LL_
z
1-
Q
—
O
Of
I—
C
Li
Z
Y
0:�
U
—
U
O
z
�
—
o
D
U
m
z Li
O
Oa�
QQ
U_
W
L,J
O
Q
DRAWN
AP
CHECKED
PW
DATE
01-20-22
JOB NO.
SHEET
1
OF 2
BLDG
REVISIONS B_Y.
i
NORTH
PLOT PLAN
(D N TS
GREEN WASHER
LOCK -RIVET
(096306)
NUT (095241)
1/4 X 3" HEX BOLT -
(095056) 1 -0" O.C. '
PANLASTIC (025392)
CONTINUOUS. TOP OF
CLOSURE
SECTION THRU EAVE
RIDGE PANEL CORNER TRIM (630043)
SEE DWG P-081236
CLOSURE INSTALLATION
SPllse
Fg6T
FryfRs
s+
s^
SIDELAP
8^ FASTENER
PUNCHED PURLIN PANEL
ATTACHMENT HOLE.
ROOF PANEL RIDGE PANEL
NPR\ES E \(�S-\DS E ER
�-FPSZE
RIDGE PURLIN
- RIDGE
NOTES:
UNPUNCHED RIDGE PANELS MAY BE FURNISHED FOR AN UNPUNCHED OR PUNCHED.
BRII ROOF SYSTEM.
UNPUNCHED ROOF SYSTEM•
USE SELF -DRILLING SCREWS FOR BOTH P-TO-S ANDP-TO-P CONNECTIONS:
PUNCH D R00 SY M: SECTION A -A
FIELD DRILL 5 160 HOLES IN RIDGE PANEL TO MATCH WITH CENTER OF
PRE -PUNCHED SLOTS IN PANEL BENEATH THE RIDGE PANEL
INSTALL LOCK -RIVET 096306.FOR P-TO-P AND EITHER SCRUSOLT OR LOCK -RIVET
FOR P-TO-S (SEE SPECIFIC ROOF PANEL DRAWING FOR SPECIFIC FASTENERS),
I
•
•
�'i a
I ■
f ■
■
I
,5
•
•
z
w��
U
J
LLJ
��L'T
U�U
c.
W
J J J
AAw
W —
J
m N
S
Q
Woo F
�mp
IL
u7
Ol
rn
N
0
z
W
Ir
a
J
l�
W
a
I
x
U
I
i
3
I
J
7
n
U
U
Q
LL
U
U
U
-j
U
�0
L
LL_
z
U
Q
_
U
W
z
-
u
U
,O
z
_
U
U
U
zw
U
z
U
ocl�_
Q
Q
T) w
_
LLJ
O
U
LL_
DRAWN
RAP
CHECKED
PW
DATE
01 20 22
JOB NO. '
SHEET
2
OF 2