HomeMy WebLinkAboutBuilding Plans-- REPLACE ALL EXISTING EAVE STRUTS
WITH 8 1/2 14—GAGE EAVE STRUTS BOLTED TO
EXISTING FRAMES W/ 3" X 6" X 8 1/2° 11 GAGE
LIP EACH END & TWO (2) 1/2" BOLTS FROM
ME TO CLIP & FROM CLIP TO EAVE STRUT
A. - F N�5 EW RooF NO NEW ROOF HIS AREA BUILDING CODES APPLIED:
ADD ONE 8 1/2" PURLLN AT
THIS METAL ROOFING REPLACEMENT IS DESIGNED TO COMPLY aT-
COf�NIERS, BOLT TO INTERIOR FRA`MIE °d „ „ „ L W H
0 25 —0 — ,
2 TS'�' S 0 _ ,. „ _ _ 2 25 0 —
,.�'= _ W _ 25 .0 THE 2014 FLORIDA- BUILDING C ., ,.,,
W/ TWO (2) T/2 .BOLTS, AT .f D CODE 5TH EDITION., CATEGORY II, .EXPOSURE C,
I\ 60 MPH: ULTIMATE WIND .SPEED - _
END BAY FRA�1E BOLT W ONE i ,_-' ENCLOSED .BUILDING AND LB/SF LIVE L0,4D.
(1) 1/2„ BOLT
L ✓ i f � /�
.,_...: _-----_— ---..--.------- --— — — — — — —
-- _
bi
— P.
u ){
.,_ -.— —. _._ _.:.
..:. , Y .- � a +. 1', f Y .ion � , ;.>•1 o�. +.: .�,Q` s
a, I.. , n,. yy .r.,..xGt. .:... y.... ,
°.w
3
_
I
:. bI
fib
In
EXISTING ROOF'TO REMAIN.: , ;, e :r, .,.,. ,,, " ,:, ;I.d •:
THIS AREA
.1 .
}y
EXISTING 8 1 /2 PURLINS
L _ 4 j
it [ �i4A!
IT
Lo
r
C 6.. '.. ,
#p
.. ° ..
— . _RLh.cu d�,�tenn
I I _ _; I y k • . :: ,.�.�rh, ;L�pn,kyx ,�.y. b:.�.•, ,.,Jm_w....Y,.,,ta:;.. .. ,.}.ar 4'�,y.....
I
Lo
--—.—,.--- — — — — — — ------_—..— _-
—— - NORTH PLOT PLAN
NTS
-
0
REPLA E ALL EXISTING EAVE STR
" -ADD ONE 8 1/2" PURLlla A . WITH B' 1/2 14-GAGE EAVE STR BOLTED TO
CORNERS, EXISTING EXISTINIG FRAMES W 3" X 6" X 6 1/2" 11 GAGE
"" COP EMCH END &TWO (2) 1/2 BOLTS FROM
LIN' "1.FRAME TO CLIP &FROM CLIP TO EAVt STRUT 3 €mr a <a! s .
(1) 1/2 BOLT _`-_, .` '- a .;;;;,,t: °,. x:.
_ WN POUT LOCATION ,:..:., ,.
SAVE HEIGHT — 16,—
FOR PROPER END LAPPING OF PANELI, THE PANELS
ARE LAID, ONE ROW AT A TIME , INCLUDING THE
RIDGE CAP COMPLETELY ACROSS THEBLDG. WIDTH. (3L
_ CTE�
ER I
FASTENER SCHEDULE
LOCATION
PART NO.
DESCRIPTI'O+N
PANEL TO STRUCTURAL
`3
12-14-X 1 1 4" SELF DRILLER
PANEL TO PANEL
.4
1/4-14 X 7/8" SELF DRILLER
ICE RIDGE PANEL
5 IMPORTANT. - SIDELAP FASTENER LOCATION
SEALANT GR®OVE
6 FOR UNPUNCHED PANELS
IT S ,
I EXTREMELY IMPORTANT TO FIELD LOCATE SIDE
LAP FASTENERS STARTING AT THE .LOW END
L _ RIGHT H
„ ANE AND P
OF PBR ROOF PANELS AS FOLLOWS, OTHERWISE LEFT HAND. P PANEL R ISE IT COULD CREATE A FASTENER SHORTAGE.
o .
EAVE PANEL WITH GUTTER OR EAVE TRIM. START SID
ELAP FASTENERS 1 0 ABOVE GUTTER
STARTING ENDWALL OR EAVE TRIM ATTACHMENT HOLES.
0
° o ER5 EAVE PANEL WITH UNTRIMMED ° R E
....E I „
T
S 'UNPUNCHED PANELS. START SIDELAP FASTENERS ;
FA °
1 FROM LOW END OF EAVE PANEL.
ESP G•) „
0 510 20„ o
o U
_. _ _
w A SPLICE PANEL, START SIOLLAP FASTENERS 1
PANEL TO PANEL
0 ABOVE SPLICE FASTENERS.
w FASTENER
LL o, PANLASTIC RIDGE" PANEL`. INSTALL ONE SIIDELAP FASTENER 6" ABOVE SPLICE FASTENERS.
L)0
� h. C "— RIDGE'
tiC FASTENERS
R5 0"
I
�E E THESE PLANS AND ALL PROPOSED WORK
A D
INTERMEDIATE
F ARE ;.
E SUBJECT TO ANY CORRECTIONS PE T1C�JS
P '
0.� '.FASTENERS � — --- .
SECTIO T
„ p ii N A A a�aula o
pE �. E4� 3Y FIELD INSPECTORS THAT
I
51 0
0
2 � SIDELAP ATTACHMENT MAY --u
( NECESSARY IN ORDt'.R TO �\ D SIRE COMPLY WITH ALL APPLICABL
o . ER 'ON E CODES.
/ • 'I FAT of � O '
0.c f SPLICE IO „ 3
a0 r PANEL N 3 0 PANEL MODULE
C SPL
ICE
—
,, FASTENERS
C_
GUTTER OR EAVE TRIM
FASTENER
Ns.. 24 GAGE MBCI PBR_ ROOF PANEL'
}TILING COUNTY
c -- FLORIDAFLOPRODUCT APPROVAL ;
p AL FL11868.1
BUILDING DIVISION ,
CORR. CORR. RE4IEWE'
° FFgG� CORR. FORCOMPLI
III
REVIE
° gST2 STAG -- DATE PLANS AN0'PEqAIT
WED BY I ;
MUSTE KEPT OVJ OB OR
l
'B INSTALLATION NOTES; - _ NO INSPECTION WILL BE MADE
o EAVE —
"IMPORTANT. WIND LOADS � . B ' : END OF 9�I ROOF
1 PANELS ARE INSTALLED WITH SEALANT �ROOVE FORWARD I
PANEL TOWARD THE DIRECTION I CENTERLINE OF PANEL CORRUGATION MUST 24 GAGE MBCi PBR ROOF PANEL
PURLIN I I OVER PURLINS
OF ERECTION; WITH THE SEALANT GR OV';E CONTINUOUS FROM EAVE TO EAVE ALIGN WITH STRUCTURAL LINE AT BOTH FLORIDA PRODUCT APPROVAL n
SEALANT GROOVE �11868.1
2. LOOKING AT STARTING ENDV FRO OUTSIDE OF BUILDINGENDS OF THE BLDG.
THIS `MAKES ,LEFT ROOF ZONE (21<56 EFFECTIVE AREA) ALLOWABLE UNIFORM LOAD PSF
COMPONENTS 8c CLADDING
HAND PANELS ON LEFT SIDE OF BUl DING AND RIGHT HAND PANELS ON 1 2 3 SPAN - 3'- 0 SPAN - 4' 0 SPAN Y 5'-0"
BLDG
LOCATE SIDELAP FASTENERS` 20" ON ICENTER. SEE IMPORTANT SIDELAP PRESSURE (PSF) 12.0 12:0 12.Q 14.3 70.8 51.4
FASTENER LOCATIONS NOTE. SUCTION (PSF) -31.0 -42.0 -51.0-144.4' -812 52.0
I OEM,-
' Lo
0
O60 o
U co
F—
Z coo
o �n
U N
0
IL
z
d
W
J �
U
U W
t Li
W
p
I �
J��
WJ
Vg H
Q
EO
�
d
�
d
m
N
rV
V
Z
a
U
K
rr>
Q
W
I
_
U
I:
J
Lu
L
I
I�
a
I
NO 'mos-
cD
7
W
Q
I—
_
W'
J
0
DI
W
�
LWI
Elf
C7
W
U
o
C
o
n
RAP-
CHECKED
I
OF TWO
'
I
,
1} 3
REPLACE WALL PANELS
..
AS NECESSARY WITH I�
A PROVIDE NEW PAINTED I
8'-0' LONG 24 GAGE GABLE TRIM
PAINTED PBR PANELS
FASTEN PER DETAIL
12"
1
I �
I±
I
PANEL TO STRUCTURAL
FASTENER (SEE SCHEDULE)
x I
I
6" „ EAVE STRUT ORI
8„ �EAVE M�E�MB'EF�:.. j L
Q � O
s,. U w x
6" 4 O 0
WCL
eo 0 CJ W
EXISTING WINDOW 1
TO REMAIN (TYPICAL)
WEST ENDWALL {{,
i t 2
REPLACE, WALL PANELS REPLACE WALL PANELS j i. - 00 X
REPLACE WALL PANELS t I C7
AS NECESSARY WITH m
k i! �Y Rt w
AS NECESSARY WITH AS NECESSARY WITHrD
-0" LONG 24 GAGE $'-0" LONG 24 GAGE 6'-0" "LONG 24 GAGE
PAINTED PIBR PANELS PAINTED PBR PANELS PAINTED PBR PANELS
PROVIDE NEW GUTTER AND FASTEN PER DETAIL PROVIDE NEW GUTTER AND FASTEN PER DETAIL p U
FASTEN PER DETAIL DOWNSPOUTS GIRT �
DOWNSPOUTS O C 0
to
r � �
i O
4 �
, I I I
W
26-GAGE MBCI PBR REPLACEMENT w -
PANEL k wF
EXISTING WINDOW EXISTING PER SONEL v h
TO REMAIN {TYPICAL} DOOR (TYPICAL) EXISTING OVERHEAD EXISTING OVERHEAD BASE ANGLEo
DOORS (TYPICAL) DOOR TO REMAINJ " 0 a
s„ 1
SOUTH SIDEWALL s"
„
s
REPLACE WALL PANELS
,
cc
REPLACE WALL PANELS DIRE S" C14 J
AS NECESSARY: WITH AS NECESSARY WITH CTION a e i cat w
„ 8'-0" LONG 24 GAGE
re y,
„ 8 -0 LONG 24 GAGE » "®cCC .
Y 3 _ ',. PAINTED PBR PANELS =w _ 71pN WAPOW
-
`-^„._:.t., PAINTED P'9R PANELS .°>r..... „.,,.. ..
_- ; _ FASTEN PER DETAIL � -�_� +BASE TRIM
__ -..... _. ASTEIG°�P .DETAIL , .aw.• ,.
:., SHOWN J 1
... .�., ,, .. � ,:. . ;: PROVIDE NEW GUTTER AND �.
PROVIDE NEW GUTTER AND ,.. c ..
,, DOWNSPOUTS— � >. ._,. ., ..._ + .... ' `°
� DO' ,POUTS------.� \i
LOCATION
FASTENER DESCRIPTION
AND PART NUMBED
PANEL
TO
12 14 X 1 1/4" SELF DRILLER
STRUCTURAL
PANEL TO PANEL
1/4" X 14 X 7/8" TEK SCREW
m�
i
(
a
! 0 W
L
e�Q
� o
FI y F)
_a
J
- - BUILDING CODES APPLIED: CU'
THIS BUILDING RE -SKIN IS DESIGNED TO COMPLY WITH )� W' J<,
NORTH SIOEWALL THE 2010 FLORIDA BUILDING CODE, CATEGORY II, EXPOSURE C, i W; —
160 MPH ULTIMATE WIND SPEED AND 20 LB/SF LIVE LOAD.
5 0- " F—
`s
0 LIJ
REPLACE WALL PANELS Z
AS NECESSARY WITH PROVIDE NEW PAINTED
8'-0" LONG 24 GAGE GABLE TRIM o < Go
O
INTED PBR PANELS
TEN PER DETAIL
12 €�
® � ' THESE PLANS AND ALL PROPOSED Wb>�( � �,
ARE SUBJECT TO ANY CONKCTIONS 6
REQUIRED BY FIELD INSPECTORS TH A� -F
MAY BE NECESSARY IN ORDER TO � I'
COMPLY WITH ALL APPUCAS E CODES;
a
WIND LOADS —
24 GAGE MBCI PBR WALL
FLORIDA PRODUCT
PERIMETER WALL$
PANEL OVER PURLIN$ — 2-SPANS
APPROVAL FL 11917—R1
WALL ZONE (AREA-33s.f.
ALLOWABLE JlNiFOAU LOAD
4
5
4'-0"
SPAN
5'-0'°-SPAN
PRESSURE (PSF)
38.7
38.7
79.8
51.4
SUCTION PSF
z 42.0
— 51.8
—81. 2
—52.0
�
R
P
C l-lEm
K D
PW
I;;
r4
11 :1
3 17
I I
1- e ,
I v