HomeMy WebLinkAboutApproved PlansKEY PLAN
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N.T.S.
NORTH
DESIGN CRITERIA
PLORIDA BUILDING CODE, TFH EDITION (2020) - EXI5TIN6 BUILDINGS
OF LOADS (EXI5TI%)
DEAD...........................................................................................± 3 Pi
COLLATERAL LOAD..........................................2 Pi
LIVE..............................................................................................20 Pi
ATE WIND SPEED RENON, Alt)......................IbO
MPH
4AL WIND SPEED REGION, V(a5d)....................124
MPH
BORNE DEBRIS RE610N
75ED STRUGTURE
IN6 HEIGHT
< 30 FT
PITCH
1/12
CATEGORY
II
NAL PRESSURE GOEFF.
± 0.15
SURE
G
NOMINAL COMPONENT & CLADDING PRESSURES PSF (ASD)
ZONE
EFFECTIVE AREA (5Q. FT)
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END ZONE 5 15 WITHIN A 015TANGE OF (a) = 10 FT FROM BUILDING CORNERS.
. SGOPE OF WORK 15 LIMITED TO THE REPAIR OF THE CORRODED METAL BUILDING COLUMN BA5E5 WHERE SHOWN.
CLASSIFICATION OF WORK
I. TH15 15 A LEVEL I ALTERATION A5 PER CHAPTER -I OF THE FBG ith EDITION - EXI5TIN6 BUILDIN65.
2. THE ALTERED WORK DOES NOT REDUCE THE STRUGTURAL STRENGTH OR STABILITY OF THE BUILDING, STRUGTURE OR
ANY INDIVIDUAL MEMBER.
STRUCTURAL NOTES
CONTRACTOR SHALL VERIFY ALL DIMEN510N5 IN THE FIELD AND NOTIFY THE ENGINEER OF ANY D15GREPANGIE5
PRIOR TO GONSTRUGTION.
2. ALL GON5TRUGTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR A5 REQUIRED TO SAFELY PERFORM THE WORK.
FOUNDATION
. FOUNDATIONS ARE UNAFFECTED.
:E-ENGINEERED METAL BUILDING
PRE-ENGINEERED METAL BUILDING STRUGTURE SHALL BE DE516NED AND MANUFACTURED FOR ALL LOADS PRESCRIBED HEREIN.
ALL METAL BUILDING COMPONENTS SHALL BE GOLD FORMED WITH A MINIMUM GRADE OF FY = 50K51 AND SHALL BE IN
ACCORDANCE WITH A151 AND A15G LATEST EDITION.
WALL PANELS SHALL BE A MINIMUM OF 24 6A AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUF.
REGUIREMENTS A5 REQUIRED TO RE515T THE SPEGIFIED WIND UPLIFT LOADS. COLOR TO MATCH EXI5TIN6.
CONTRACTOR SHALL PROVIDE ALL THE NECE55ARY TRIM AND COVER PLATES A5 NEEDED TO PROVIDE A WEATHER PROOF
STRUCTURE AND TO COMPLETE THE STRUCTURE.
'RUCTURAL STEEL
STRUGTURAL STEEL SHALL BE IN ACCORDANCE WITH A.1.5.G. "SPEGIFIGATIONS FOR THE DE516N, FA13RIGATION AND ERECTION
OF STRUGTURAL STEEL FOR BUILDIN65', LATEST EDITION.
STRUGTURAL STEEL 6RADE5 SHALL BE A5 FOLLOWS:
PLATES d ANGLES ASTM A36 FY = 36 K51
STRUGTURAL STEEL SHALL BE IN ACCORDANCE WITH THE A.I.S.G. 'GODE OF STANDARD PRACTICE", LATEST EDITION.
HELDIN6 OF STRUGTURAL STEEL SHALL BE IN ACCORDANCE WITH A.W.S. 01.1 WITH E70XX ELE( TRODES. FILLET WELDS SHALL BE
3/16' MIN.UKLE55 NOTED OTHERWISE.
ALL STEEL MEMBERS SHALL BE POWER TOOL GLEANED AND PAINTED WITH AMERGOAT ONE, MULTI-PURP05E 51N5LE
COMPONENT EPDXY d Pi TOP, HIGH 50LI1? ACRYLIC 5Y5TEM BY P% PROTECTIVE AND MARINE GOATIN65.
FINISHED COLOR TO BE SELECTED BY Ol NER.
IT 17 12'
36'
TOP & BOTTOM PANEL - ZONE 4 & 5
IT
12,
12'
36'
EXTERIOR WALL PANEL FASTENER DETAIL
NOTES:
I. ALL PANEL 510E LAP FASTENERS SHALL BE J' m-14 x J" AT 20" O.G. VERTICALLY, MAX.
2. FIELD FASTENERS SHALL BE #12-14 x 1 #" SGREWS A5 INDICATED.
3. ALL PANEL FASTENERS SHALL BE GORR0510N RE515TANT SELF DRILLING SELF TAPPING
HEX HEAD SGREWS W/ NEOPRENE WASHERS OR A5 RECOMMENDED BY THE PANEL
MANUFACTURER.
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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-
ent, and may be subject to legal action
by ML Engineering, In
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REVISIONS: DATE
ISSUE: DATE:
ISSUE DATE: 1 -28-21
DRAWN BY: EH
CHECKED BY:
JOB No. 21.103
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,`WHO
SEAL:
Digitally signed by Michael A Lue
ZP 'c- y
DIN: c=US,o=Unaffiliated,:'
E -N
ou=A01410C00000173541E7E16000010F9,cn=MichaelA Lue
-' * : No.47520 ;
Location: This item has been digitally signed & sealed by Michael
Anthony Lue, FL PE 47520, on the date indicated below this seal
STATE OF
using an SHA authentication code. Printed copies of this
document are not considered signed & sealed and the SHA
C OR t0
.authentication code must be verified on any electronic copies
SS%pNALE�
MICHAEL A. LUE, P.E.
'Date: 2021.02.09 17:22:58 -05'00 "`\`
FLORIDA REG. #47520
SHEET NO:
S.1
OF 2 SHEET
EXIT GMU WALL
IGID FRAME COLUMN
Aw SGALE 1-1/2"
(2) NEW FLANGE PL 1/2' x b' x 24"
(ONE EACH 511DE OF WEB
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EX15T GONG FT& 5LAB
2) NEW WEB PLATE5 1/4' x 11' x 24"
(ONE EACH 51DE OF WEB) I
NEW FLANGE PLATE I/2" x 12" x 24'
WELD ALL FLANGE 4 WEBLATES P
I/4
TO BA5E PLATE TYP
NEW BA5E PLATE 3/4" x 14' x 201.
OVER EX15T BOLTS
4
EX15T BOLTS TO REMAIN, 5EE NOTE5
n SECTION
VW NOTE5: 151GALE 1-1/2" = 1'-0"
EX15TINO W6,LL5 NOT SHOWN FOR GLARIIY.
EXISTING I '
GMU WALL
g END WALL COLUMN
S SGALE 1-1/2" = 1'-0"
M 11300111 JAMB SIM.
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NEW FLANGE PLA
x 4" x 24"
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(ONE EACH SIDE OF VEB)
BA5E PLATE TYP
fVtW "" t'LA L ", X 12' X 114
OVER EX15T BOLT5
EXI5T 13OLT5 TO REMAIN, 5EE NOTE5
rd`NSECTION
S NOTE5:
EXI5TIN6 WALL5 NOT SHOWN FOR GLARITY.
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A TEMPORARY STUB W 14X30 STEEL
T153EAM
TO 51DE OFGOLUMN ® +4'1
AP NEW WALL PANEL BEHIN
I5TIN5 PANELS.
A5TENER5 PER 5GHEDULE
15TIN9 GMU WALL BEYO
2'-0" MAX
NEST AND LAP NEW 24 GA. R WALL
PANEL 12" BEHIND EXI5TIN5 PANEL.
H 24 6 .RRB KALLP
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aa.
Q•
SEGTION 1/52 FOR NO
I
NEW #5 VERT. BARS IN GROUTE
GELL5 W/ b" EPDXY EMBED INTO
5LAB EACH 51X OF OPENING.
5AWGUT FAGE OF EXI5TING GMU.
2X2XIb GA W/ I/4" L TAPGONS
0 5LAB AT &'o.c.
L 2X2XIb 5A W/ 1/4' TAPGON5
TO 5LA5 AT 8"o.c. TO 5LAB
MIN OF 2 FA5TENER5)
v V 50 TON HYDRAULIG JACK ON bXb Pf
DUNNAGE ON 5LAB ON 6RADE OR
T/ GONGRETE DECREENING ROOM WALL5.
TYPICAL SHORING DETAIL
SCALE 1-1/2" - I'-0"
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EXIST GONG FT5/ 5LA5
5T R 6 D FRAME COLUMN
(2) NEW PEB PLATES 1/4" x 10' x 24"
(ONE EACH 51DE OF WEB)
NEW FLANGE PLATE5 3/b' x b" x 24'
BA5E PLATE TYP
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OVER EX15T BOLT5
EXIST BOLT5 TO REMAIN, 5EE NOTE5
g SECTION
S2
A5 NEEDED TO AGGE55 COLUMN
FIELD GOORDINATE
TYPICAL CMU WALL & PANEL REPAIR DETAIL
I'-0' LAP
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REMOVE 5EGTION OF
EXI5TIN6 b" GMU WALL FOR
COLUMN AGGE55. (TYP)
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b" X 4' X 1/2" X 1-1/2"
�—� W/ (2) 1/2' 0 EPDXY ANC
IN/ 4" EPDXY EMBED.
MOOR JAMB
S2
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a
X15T GONG FT6/ 5LAB
EXI5TIN6 b" GOLUMN JAMB
L b" x b" x 1/2" x 7-112"
W/ (2) 1/2'(P NEW EPDXY ANG
W/ 4" EPDXY EMBED.
q SECTION
S2.y 15rALE I I/2" = I' 0"
\��Iw
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No. 47520 '
;-p'•. STATE OF
0�F FCORIDP:n��:
SS/ONACCC�
Digitally signed by Michael A Lue
DIN: c=US,o=Unaffiliated,ou=A01410C00000173541E7E1600001OF9,
cn=Michael A Lue
Location: This item has been digitally signed & sealed by Michael
Anthony Lue, FL PE 47520, on the date indicated below this seal
using an SHA authentication code. Printed copies of this document
are not considered signed & sealed and the SHA authentication code
.must be verified on any electronic copies
'Date: 2021.02.08 13:04:18 -0500
TYPIGAL INSTALLATION NOTE5
I. SHORE ALL GOLUMN5 A5 REQUIRED TO 5AFELY PERFORM THE WORK.
2. REMOVE EX15T CMU ONLY A5 REQUIRED TO ACCE55 COLUMN 5A5E5 WHERE APPLICABLE.
3. REMOVE EX15T CORRODED NUT5 LEAVING EX15T. ANCHOR 13OLT5 IN PLAGE WITHOUT DAMA61N6 THREA05 WHERE POSSIBLE.
OT14ERH15E PROVIDE NEW EPDXY BOLT OF SAME 51ZE A MIN OF 3' AWAY FROM EX15T BOLT.
4. GUT AND REMOVE MAX OF 4" OF COLUMN 5A5E OR ONLY A5 NEEDED TO PLACE NEW BASE PLATE OVER EX15T ANGHOR BOLTS
5. MEGHANIGALLY GLEAN ALL WRRO51ON FROM REMAINING GOLUMN 13A5E5
b. WELD NEW FLANGE AND WEB REINFORGIN& PLATES A5 5HOWN
1. REPLAGE EXI5TIN6 NUTS AND WA5HER5 OR VELD 1/4" X 3' X 3" WA5HER5 OVER EXI5TIN5 BOLT5
b. PAINT LOWER 2 FEET OF THE REPAIRED GOLUMN BA5E ASSEMBLY A5 PER SPECS.
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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
isprohibited, may constitute an infringe-
ent, and may be subject to legal action
by ML Engineering, 1-
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REVISIONS: DATE:
BLDG DEPT 2/8/21
COMMENTS
ISSUE: DATE:
ISSUE DATE:
1 _28_21
DRAWN BY:
EH
CHECKED BY:
JOB No.
21-103
SEAL
MICHAEL A. LUE, P.E.
FLORIDA REG. #47520
SHEET NO:
S-2
OF 2 SHEET I