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CLIP
Wr
TO R
A SECTION
\9v SCALE: 3/4" = 1'-0"
FNEW 8' C-146A EAVE GIRT
A
S
EAVE HT
NEW SAVE TRIM TO MATCH EX15T,
TYP AROUND PERIMETER
171
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RIGID FRAME DIAGONAL
/t
"X"
BOTTOM FLANGE BRACE
EAST BRACING
TYP 3 PER BAY
TO REMAIN
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4
B all
s
D
ai3i)I / D
NEW METAL 6ALVAL"l'ME
ROOF PANEL5��
/
NEW 8" G-166A IN
I
I
CLIP L 4x4x3/I6"x6"
EA. END
s
NEW 8' Z-146A W/ 5/6 d A325 BOLT5
TO MATCH EXI5TING
NEW 266A. GALVALUME METAL ROOF
PANELS AS PER 5PEC'5
REMOVE d REPLACE ALL EAVE d
RAKE TRIM TO MATCH EXI5TING
+Iq'-3" EAVE _HT•
FIELD VIE
MEN 8' G-146A EAVE GIRT
NEW 3/&" 13RAGKET IN 1/4" 5TIFFER
IW (8) A325 BOLTS TO MATCH EX15T.
TYP
— NEW 8" G-18 GA. BLOCKING
® MI05PAN, TYP.
EAVE HIT +21'-&' (F.VJ
bo'-0" (F.VJ
f
No
ROOF FRAMING PLAN
SCALE: I/4" = I'-0.
NOTES: NORTH
I. ALL ELEVATIONS REFER TO TOP GRADE 0 +0'-0"
2. F.V. - FIELD VERIFY ALL DIMENSIONS
p
NEW METAL ROOF A5 PER FLAN
NEW 8' C-WA BLOCKING a MID
5PAN IN L 4x4x3/lbxb" EA. END
B SECTION
19y 5GALE: 3/4' = 1'-0"
TYP
NEW 8" C-186A `
BLOCKING ® MID SPAN
NEW METAL ROOF A5 PER PLAN
5EE DETAIL A/51 ---\
8" Z-146A. x5'-0" W/ CLIP L
440/Ib"xb" EA. END
EX15T RIGID FRAME
C SECTION
\Iqy 5GAL: 3/4" = 1'-0"
EX15T RI610 FRAME
D1 SECTION
DESIGN LOAD CRITERIA
0E51614 LOA05 PER THE FLORIDA BUILDING CODE, 5TH EDITION (2014)
REMOVE I REPLACE RIGID ROOF LOADS
FRAME ANGLE BRACKET a
(TYP X(2)DEAD........._...............................................................................5 PSF (METAL)
LIVE.............................................................................................20 P5F
I--- NEW RAKE TRIM, TYP.
NEW 8" Z-146A. W-O' W
CLIP L 443/I6"xb" EA. END
DESIGN CRITERIA PER A5GE -I
ULTIMATE WIND 5PEED REGION, Wult)......................160 MPH
NOMINAL WIND SPEED REGION, V(054) ....................124 MPH
WIND BORNE DEBRIS RE61ON
OPEN 5TRUGTURE
BUILDING HEIGHT < 25 FT
ROOF PITCH FLAT < 7"
R15K CATE60RY 11
INTERNAL PRESSURE GOEFF. 0.0
EXP05LRE G
HEIGHT d EXPOSURE COEFF. 1.35
COMPONENT & CLADDING PRESSURES PSF (ASD)
ZONE
EFFECTIVE AREA (50. FT)
0<q
10<36
37<100
1
+32
1 -201
+32
-2q
+32
-241
2
+4&
-45
+45
-45
+46
-2q
3
+b4
-88
+45
-45
+32
-261
4
WA
5
0�
CONCUR FASTENERS OR ATTACHMENTS
ARE THE RESPONSVUTY OF THE
WRAC'iT1fI RF KC,pRD
END ZONE 5 15 WITHIN A 015TANGE OF (a) = 3.0 FT FROM BUILDING CORNERS. I HESE PLANS AND ALL PROPOSED WORK
SCOPE
ARE SUBJECT TO ANY CORRECTIONS
I. SCOPE OFF WORK
ORK IS LIMITED TO REMOVAL d REPLACEMENT OF THE FOLLOWING: REQUIRED BY FIELD INSPECTORS THAT
a. METAL ROOF MAY BE NECESSARY -IN ORDER TO
b. RAKE TRIM COMPLYWITHALL APPLICABLE CODES;
c. ROOF PURLIN5 d EAVE GIRT
d. RIGID FRAME TO EAVE GIRT ANGLE CONNECTION
a. NEW ROOF F'URLIN BLOCKING a MID 5PAN5
STRUCTURAL NOTES
I. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY 015GREPANGIE5
PRIOR TO GON5TRUGTION.
2. ALL GON5TRUGTION SHALL BE BRACED AND 5HORED BY THE CONTRACTOR A5 REGUIRED TO SAFELY PERFORM THE WORK.
PRE-ENGINEERED METAL BUILDING
I. PRE-ENGINEERED METAL BUILDING 5TRUGTURE SHALL BE M16NED AND MANUFACTURED FOR ALL LOADS PRESCRIBED HEREIN.
2. ALL METAL BUILDING GOMPONENT5 SHALL BE COLD FORMED WITH A MINIMUM GRADE OF FY = 5OK51 AND SHALL BE IN
ACCORDANGE WITH AI51 XV A15G LATEST EDITION.
3. ROOF PANELS SHALL BE A MINIMUM OF 24 6A 5TANDIN6 SEAM PANEL5 d 5HALL BE INSTALLED IN AGGOIRDANGE WITH
THE MANUR REQUIREMENTS A5 REQUIRED TO RE515T THE SPECIFIED WIND UPLIFT LOAD5.
COLOR SHALL BE A5 5ELC-GTED OWNER
4. ALL NEW MEMBERS SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM AI23.
EX15T DIAGONAL FLANGE BRACE TO
BE RE-IN5TALLED TO NEW PURLIN
mil/ 5GALE: 3/4' = 1'-0"
NOTE
ALL CORRODED EXI5TIN6 5TEEL DIAGONAL BRAGE5 ARE TO BE REPLACED
WITH NEW L 2x2xj BRAGE5
2 1/2" q 1/2" 2 1/2" q 1/2' 2 1/2' q I/2'
12"
12"
12'
36n
ZONE 1
2 1/2' is 2 1/2' 2 1/2" l' 2 1/2"
11K
Tr
12' 12" 12"
-1GI
ZONE 2
2 1/2' 1/2" 1/2" 2 I/2' 2 112" 3 1/2' 4 1/2" 2 1/2"
12, I 12" 12'
36.
ZONE 3
ROOF PANEL FASTENER DETAIL
NOTES:
I. FA5TENER5 SHALL BE #12 SELF DRILLING SELF TAPPING HEX HEAD
5GREW5 W/ NEOPRENE WASHERS OR A5 RECOMMENDED BY THE
PANEL MANUFACTURER.
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ST. LU . U PT` v_ nINISION
RFVIENN'cD FOR 'l E
"VIEDATE µeE B I
PLANS AND PE MIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE.
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This drawing and design as shown Is
the property of ML Engineering, Inc.
Reproduction and/or use of this drawing
or any content therein, without express
consent or permission of this company
Is prohibited, may constitute an Infringe-
ment, and may be subject to legal action
by MIL Englnaarino. Inc.
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REVISIONS:
DATE:
ISSUE:
DATE:
ISSUE DATE:
12-28-16
DRAWN BY:
TR
CHECKED BY:
ML
JOB No.
16-234
SEAL:
MICHAEL A. LUE, P.E.
FLORIDA REG. #47520
SHEET NO:
siiiiiiiii i
OF
SHEET