HomeMy WebLinkAbout19-114E Pursuit Dekker Enclosure S1 R1 dig sealed 011921 REVISED 01-20-21ABC1527EXIST PRE-ENGINEERED BLDGCONCRETE1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF A.C.I. 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND A.C.I. 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.2. THE MINIMUM CONCRETE 28 DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS: FOUNDATIONS & SLAB ON GRADE .............. 3000 PSI SLUMP 5"±1" W/C = 0.5 AGGREGATE SIZE 34"3. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60.4. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 AND SHALL BE ADEQUATELY SUPPORTED AT 36" o.c. E.W.5. THE MINIMUM CONCRETE COVERAGES SHALL BE AS FOLLOWS: CAST AGAINST EARTH....3" EXPOSED TO WEATHER.... 1-1/2" FORMED SURFACES....1"6. PROVIDE 90° CORNER LAP SPLICES AT ALL INTERSECTIONS.7. THE MINIMUM LAP SPLICE SHALL BE 30 BAR DIAMETERS OR AS NOTED IN SCHEDULE.STRUCTURAL STEEL1. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION.2. THE MINIMUM STRUCTURAL STEEL GRADES SHALL BE AS FOLLOWS: PLATES & ANGLES .......... ASTM A36 Fy = 36 KSI3. 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 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. EPOXY ANCHORS SHALL BE HILTI HY150 OR EQUAL USING STAINLESS STEEL ALL THREAD RODS, NUTS AND WASHERS.7. ALL MEMBERS SHALL BE POWER TOOL CLEANED AND PAINTED WITH A RUST INHIBITIVE SHOP PRIMER WITH A MIN. THICKNESS OF 1.5 MILS.8. GALVANIZED METALS, WHERE SPECIFIED, SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 AND A153.PRE-ENGINEERED METAL BUILDING COMPONENTS1. PRE-ENGINEERED METAL BUILDING COMPONENT SIZES SHALL BE AS SPECIFIED IN PLAN.2. ALL METAL BUILDING COMPONENTS SHALL BE COLD FORMED WITH A MINIMUM GRADE OF FY = 50 KSI AND SHALL BE IN ACCORDANCE WITH AISI AND AISC LATEST EDITION.3. ROOF & WALL PANELS SHALL BE A MINIMUM OF 24 GA PBR PANELS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS 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.WIND LOADS PER ASCE 7-10WIND SPEED REGION V(ult) ...................... 160 MPH V(asd) ..................... 124 MPH WIND BORNE DEBRISREGIONENCLOSED STRUCTUREBUILDING RISK CATEGORY .................................... IIBUILDING DESIGN HEIGHT ........................... <15 FT.ROOF PITCH ................................................ 12" / 12INTERNAL PRESSURE COEFF ........................... ±0.18EXPOSURE ........................................................... CHEIGHT & EXPOSURE COEFF .............................. 1.21DESIGN CRITERIATHE FLORIDA BUILDING CODE, 6th EDITION (2017)ROOF LOADS DEAD ...................................................... 2 PSF COLLATERAL LOAD .................................. 2 PSF LIVE ........................................................ 20 PSF (REDUCIBLE)EFFECTIVE AREA (SQUARE FEET)ZONE0 < 1011 < 2021 < 50ROOF
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51 < 100COMPONENT AND CLADDING PRESSURES (PSF) (ASD)+14-34+34-56-45+13-58-31-42-31-36+32-42+30-33+29-38-35-31-70-84-51ROOF PITCH 1/2:12 +12+11-33-36-42-35+34+32+14+14+13+13+11+11+29+12+12+30END ZONE 5 IS WITHIN A DISTANCE OF (a) = 4 FT FROM BUILDING CORNERS.455554333322221EXIST PRE-ENGINEERED BLDG
S-1ENCLOSURE PLAN, ELEVATIONS & DETAILS 1PURSUIT BOATS
3901 ST. LUCIE BLVD. OFSHEET NO:SHEETREVISIONS:TITLE:DATE:JOB No.CHECKED BY:DRAWN BY:19-114EVero Beach, Florida 32960
ENGINEERING, INC.
Consulting Structural Engineer
2030 37th Avenue
Phone: 772.569.1257 Fax: 772.569.4041This drawing and design as shown isthe property of ML Engineering, Inc.Reproduction and/or use of this drawingor any content therein, without expressconsent or permission of this companyis prohibited, may constitute an infringe-ment, and may be subject to legal actionby ML Engineering, Inc.JOB
NAME:MICHAEL A. LUE, P.E.FLORIDA REG. #47520SEAL:DATE:DEKKER VACUUM SYSTEM ENCLOSURE FOR:
FORT PIERCE, FLORIDAISSUE:DATE:TR7-31-20ML1 REV WALL PANEL01/19/211