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q" x 3 1/2" x 12 6A 6ALV 'G' P05T5 (TYP x3) - This drawing and design as shown is
the property of ML Engineering, Inc.
" Reproduction and/or use of this drawing
i W-0' 10'-0' or any content therein,without express
consent or permission of this company
" is prohibited,may constitute an infringe-
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+' EXIST PRE-ENGINEERED BLDG
EXI5TIN6 PRE-ENGINEERED METAL
BUILDING OVERHAN6 BEAM 'T OR 'G' 6IRT5 i 0
- � = W/3x3 x(b x W6" 6ALV CLIP
H/(2) 5/8"41) x I I/2" HD6 BOLTS I KEY PLAN
EX15TING PRE-ENGINEERED METAL EA LE6 N.T.S. O
BUILDING LEAN-TO BEAM5 q" X 3 I/2" x 12 6A. 6ALV 'G' P05T5
NORTH
L 3x3x %8" x b" 6ALV CLIP H/(2) 5/b"O W
q" x 3 I/2" x 12 6A. 6ALV 'G' PO5T i H06 A325 BOLT5 4 (2) %" 55 ALL THRV
6R'D METAL BUILDING i R005(5" GIG) H/DBLE NUTS 4 HA5HER5
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LEAN-TO BEAM w N 24 GAGE PBR HALL PANELS i EPDXY ANGHORED TO GONG H/b" EMBED U
qY2 x3Ya x Ib 6A. 6ALV G 6IRT5 q" x 3 I/2" x Ib 6A 6ALV 'G'
m <r q Y" x 3 10' x Ib 6A. 6ALV 7' 6IRT5 P05T5 A5 PLAN
BEYOND i i W
2" MIN HIGH x8"AO" HIGH 5TREN6TH
24 GAGE PBR WALL PANELS i NON-SHRINK GROUT UNDER GOLUMN 6A5E
q Y" x 3 I/8" x Ib 6A. 6ALV 'G' 6IRT5 i PLATES,TYP O J
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DEKKER UNIT ENCLOSURE PLANW/ EX15T 8 GONG 5LAB ON GRADE EX15T 8" GONG SLAB ON GRADE c� L W
3�6" = I'-0 NORTH '^
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SOUTH ELEVATION WEST ELEVATION A SECTION O 66
J N.T.5. N.T.5. g N.T.5. U U)7
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DESIGN CRITERIA Q
THE FLORIDA BUILDING CODE, 6th EDITION (2017) U-11 >
ROOF LOADS C�/) Q W
DEAD ...................................................... 2 PSF
COLLATERAL LOAD .................................. 2 PSF CI) >
PANEL TO STRUCTURAL
LIVE ........................................................ 20 PSF (REDUCIBLE) 2 � ' \ � 2 � � m
Z
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FASTENER (SEE SCHEDULE) WIND LOADS PER ASCE 7-10
GIRT WIND SPEED REGION V(ult) ...................... 160 MPH O 3 = W
V(asd) ..................... 124 MPH WIND BORNE DEBRIS 3 1 O
WIND LOADS - WALLS REGION 15 V 24 GAGE MBCI PBR WALL PANEL OVER PURLINS ENCLOSED STRUCTURE I 2 2 W
I� Q m J M
FLORIDA PRODUCT APPROVAL FL 11917.5 6» BUILDING RISK CATEGORY .................................... II I I >
6" BUILDING DESIGN HEIGHT .................. .. 4 '
WALL ZONE (AREA=15s.f.) ALLOWABLE UNIFORM LOAD � �..... <15 FT. I
3
6 ROOF PITCH ................................................Y"/ 12 ® (�
4 5 4'-0" SPAN 5'-0" SPAN 6" �� I I = O
6„ INTERNAL PRESSURE COEFF ........................... ±0.18 9 W
PRESSURE (PSF) 32.0 32.0 79.8 51 .4 ° 6" EXPOSURE ........................................................... C
6" HEIGHT& EXPOSURE COEFF .............................. 1.21
SUCTION (PSF) -35.0 -42.0 -81 .2 -52.0
6" w p', Z
6" 0 cM W
ROOF PITCH 1/2:12
LOCATION WALL FASTENER DESCRIPTION °
AND PART NUMBER COMPONENT AND CLADDING PRESSURES (PSF) (ASD) W
m � J
O
EFFECTIVE AREA(SQUARE FEET) Z
PANEL ZONE
TO 12-14 X 1 1/4" SELF DRILLER 0 < 10 11 < 20 21 < 50 51 < 100 REVISIONS: DATE:
STRUCTURAL 1 +14 -34 +13 -33 +12 -31 +11 -31
O 2 +14 -56 +13 -58 +12 -42 +11 -36
PANEL TO PANEL 1/4" X 14 X 7/8" TEK SCREW °
M 3 +14 -84 +13 -70 +12 -51 +11 -36
J 4 +34 -42 +32 -35 +30 -33 +29 -31
3'-0" PANEL MODULE FASTENER GIRT
5 +34 -45 +32 -42 +30 -38 +29 -35
END ZONE 5 IS WITHIN A DISTANCE OF (a) = 4 FT FROM BUILDING CORNERS.
ISSUE: DATE:
°
12„ CONCRETE
1 . CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF A.C.I. 301 "SPECIFICATIONS FOR STRUCTURAL
12" CONCRETE FOR BUILDINGS"AND A.C.I. 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
24 GAGE MBCI PBR PANEL 2. THE MINIMUM CONCRETE 28 DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS:
FLORIDA PRODUCT APPROVAL FL1 1868.1 W 12' FOUNDATIONS &SLAB ON GRADE .............. 3000 PSI SLUMP 5"±1" W/C = 0.5 AGGREGATE SIZE Y4"
CORR. CORR. a 12" A 3. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60.
CORK. 4. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM Al 85 AND SHALL BE ADEQUATELY SUPPORTED AT 36" o.c. E.W.
5. THE MINIMUM CONCRETE COVERAGES SHALL BE AS FOLLOWS: DATE: 7-31 -20
° CAST AGAINST EARTH....3" EXPOSED TO WEATHER.... 1-1/2" FORMED SURFACES....I
Z 6. PROVIDE 90°CORNER LAP SPLICES AT ALL INTERSECTIONS. DRAWN BY: TR
7. THE MINIMUM LAP SPLICE SHALL BE 30 BAR DIAMETERS OR AS NOTED IN SCHEDULE.
END OF IMPORTANT: STRUCTURAL STEEL CHECKED BY: ML
PURLIN CENTERLINE OF PANEL CORRUGATION MUST J 1 . STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION
ALIGN WITH STRUCTURAL LINE AT BOTH Z OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. JOB No. 1 9-1 1 4E
ENDS OF THE BLDG. ° 2. THE MINIMUM STRUCTURAL STEEL GRADES SHALL BE AS FOLLOWS:
SEAL:
24-GAGE MBCI PBR PNL
PLATES &ANGLES .......... ASTM A36 Fy = 36 KSI
BLDG. Q 3. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE A.I.S.C. "CODE OF STANDARD PRACTICE", LATEST EDITION.
4. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.W.S. D1 .1 WITH E70XX ELECTRODES. FILLET WELDS SHALL
N1 (p GIRT BE A MINIMUM OF 3/16" UNLESS NOTED OTHERWISE.
° 5. HIGH STRENGTH BOLTS SHALL BE IN ACCORDANCE WITH ASTM A325 & SHALL BE DESIGNED AS BEARING TYPE CONNECTIONS
WITH THREADS EXCLUDED FROM THE SHEAR PLANE.
6. EPDXY ANCHORS SHALL BE HILTI HY150 OR EQUAL USING STAINLESS STEEL ALL THREAD RODS, NUTS AND WASHERS.
6 7. ALL MEMBERS SHALL BE POWER TOOL CLEANED AND PAINTED WITH A RUST INHIBITIVE SHOP PRIMER WITH A MIN. THICKNESS
6"
6" OF 1.5 MILS.
6" 8. GALVANIZED METALS, WHERE SPECIFIED, SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM Al23 AND Al53. MICHAELA. LUE, P.E.
6„ FLORIDA REG. #47520
6" PRE-ENGINEERED METAL BUILDING COMPONENTS
6 6„ 1. PRE-ENGINEERED METAL BUILDING COMPONENT SIZES SHALL BE AS SPECIFIED IN PLAN. SHEET NO:
2. ALL METAL BUILDING COMPONENTS SHALL BE COLD FORMED WITH A MINIMUM GRADE OF FY = 50 KSI AND SHALL BE IN ACCORDANCE
WITH I AND AISC LATEST DIREOTION OF 6 3. ROOF &WALLL PANELS SHALL BE
A MINIMUM OF 24 GA PBR PANELS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS
ERECTION AND AS SPECIFIED TO RESIST THE CODE REQUIRED WIND LOADS. COLOR SHALL BE AS SELECTED BY ARCHITECT AND OWNER.
4. ALL MEMBERS INCLUDING CONNECTION ASSEMBLIES AND BOLTS SHALL BE HOT DIPPED GALVANIZED.
5. DIAGONAL WALL AND ROOF BRACING SHALL BE PLACED IN BAYS AS INDICATED.
OF � SHEET