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1 <br />5miiiI4 3 2 1 <br />x <br />C <br />ill <br />ME <br />8 <br />STRUCTURAL DESIGN CRITERIA <br />CODES/STANDARDS <br />FLORIDA BUILDING CODE 5th EDITION <br />AMERICAN SOCIETY OF CIVIL ENGINEERS — ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS <br />AND OTHER STRUCTURES <br />AMERICAN CONCRETE INSTITUTE - ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE <br />AMERICAN CONCRETE INSTITUTE - ACI 360R-10 DESIGN OF SLABS -ON -GROUND <br />AMERICAN CONCRETE INSTITUTE - ACI 530-11 BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY <br />STRUCTURES <br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION — AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS <br />AMERICAN WELDING SOCIETY - AWS D1.1 2015 STRUCTURAL WELDING CODE <br />STEEL JOIST INSTITUTE - SJI 43RD EDITION STANDARD SPECIFICATIONS AND LOAD TABLES FOR STEEL JOISTS AND <br />JOIST GIRDERS <br />STEEL DECK INSTITUTE - DIAPHRAGM DESIGN MANUAL 4th EDITION NO. DDM04 <br />FLOOR DECK DESIGN MANUAL 1st EDITION NO. FDDM <br />SDI ROOF DECK DESIGN MANUAL NO. RDDM. <br />OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSHA PART 1926 SAFETY AND HEALTH REGULATIONS <br />FOR CONSTRUCTION. <br />WIND LOADS: <br />OCCUPANCY CATEGORY ................................................. II (NORMAL USE) <br />BASIC WIND SPEED, V........................................................ 137 MPH <br />EXPOSURE CATEGORY.............................................................. C <br />ENCLOSURE CLASSIFICATION..................................................... ENCLOSED <br />MEAN ROOF HEIGHT..........................................................41 FEET <br />INTERNAL PRESSURE COEFFICIENT (FOR ENCLOSED BUILDINGS) .................. +/- 0.18 <br />DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING <br />SEE SEPARATE TABLE BELOW <br />THIS PROJECTIS NOT LOCATED IN THE WIND BOURNE DEBRIS REGION. IMPACT GLAZING IS NOT REQUIRED. <br />e <br />Waft: <br />upfift Inward <br />Zone 2 Zane 3 1 Zones 4 <br />Ij <br />4: I M N FARM i <br />10 <br />-51 <br />- <br />-130 <br />47 <br />-51 <br />-3 <br />-82 <br />-130 <br />20 <br />-. <br />- <br />-108 <br />45 <br />-49 <br />-59 <br />-80 <br />-103 <br />50 <br />-49 <br />-77 <br />42 <br />-46 <br />-53 <br />-79 <br />-69 <br />100 <br />-4 <br />-56 <br />-56 <br />40 <br />-44 <br />-49 <br />-77 <br />-43 <br />200 <br />-47 <br />- <br />-56 <br />38 <br />-42 <br />-45 <br />9 <br />-43 <br />500, <br />-47 <br />-w5f <br />1 -56 <br />35 <br />-39 1 <br />-39 <br />-W <br />43 <br />Max Posit ve Pressure =1 <br />21 <br />J. <br />J. <br />REVISION DESCRIPTION <br />0 <br />LOADS <br />DEAD LOADS: <br />ROOF: <br />ROOFING MATERIAL (INSULATION, ROOFING MATERIAL, BALLAST) .................. 2 PSF <br />ROOF FRAMING (ROOF DECKING AND FRAMING) ................................... 6 PSF <br />COLLATERAL LOADS (EQUIPMENT/PIPING/FUTURE UPGRADE CAPACITY) ................ 6 PSF <br />TOTAL..................................................................... 14 PSF <br />LIVE LOADS (REDUCTIONS TAKEN WHERE PERMITTED BY CODE): <br />ROOF: <br />ROOFS..................................................................... 20 PSF <br />FUTURE EXPANSION: <br />VERTICAL: FUTURE VERTICAL EXPANSION IS NOT CONSIDERED FOR THIS PROJECT <br />HORIZONTAL: FUTURE HORIZONTAL EXPANSION IS NOT CONSIDERED FOR THS PROJECT <br />DRN. I REV. DATE <br />nan rran <br />TYP. TYP. <br />flair = 171-611 <br />WALL DIAGRAM FOR COMPONENT & <br />CLADDING ZONES <br />NOTES: <br />1. POSITIVE AND NEGATIVE SIGNS SIGNIFY PRESSURES ACTING TOWARDS AND AWAY FROM <br />THE BUILDINGS SURFACES, RESPECTIVELY. <br />2. FOR EFFECTIVE AREA BETWEEN VALUES GIVEN, INTERPOLATION MAY BE USED <br />OTHERWISE USE THE LOWER EFFECTIVE AREA. <br />3. BUILDING IS ENCLOSED. <br />4. VALUES GIVEN IN TABLE INCLUDE 1.0 IMPORTANCE FACTOR PER ASCE 7-10. <br />5. PRESSURES SHOWN ARE ULTIMATE STRENGTH LEVEL. MULTIPLY PRESSURES GIVEN IN <br />TABLE BY 0.6 TO OBTAIN SERVICE LEVEL PRESSURES. <br />6. TO OBTAIN NET ROOF UPLIFT FOR JOISTS AND JOIST GIRDERS USE VALUES GIVEN IN TABLE <br />WITH MAXIMUM DEAD LOAD OF 5 PSF PLUS JOIST SELF WEIGHT AND A LOAD COMBINATION <br />OF 0.6DL-0.6WL. <br />7. THE ABOVE TABLE ASSUMES A DIRECTIONALITY Kd FACTOR OF 0.85. <br />D Addendum #1 <br />B PI <br />REV. <br />REVISION DESCRIPTION <br />05 <br />DRN <br />4/16/2018 <br />2/21 /2018 <br />REV. DATE <br />4 <br />HASKELL he Haskell <br />I IIRiversideAvenueY <br />Jacksonville, Florida 32202 <br />Phone # (904) 791-45M <br />DRAWN: I DESIGN FIRM0 (�7 <br />CONTROL NO.: <br />Sheet List <br />Sheet Number Sheet Name <br />S-001 <br />GENERAL NOTES <br />S-002 <br />CONCRETE NOTES <br />S-003 <br />STEEL NOTES <br />S-105 <br />ROOF FRAMING DEMO PLAN <br />S-111 <br />FOUNDATION & SLAB PLAN <br />S-120 <br />ROOF FRAMING PLAN <br />S-201 <br />PANEL ELEVATION <br />S-302 <br />PIPE RACK FRAMING PLAN <br />S-501 <br />FOUNDATION DETAILS <br />S-521 <br />ROOF FRAMING DETAILS <br />S-522 <br />ROOF FRAMING DETAILS <br />S-531 <br />TILT UP PANEL DETAILS <br />STRUCTURAL ABBREVIATIONS <br />C <br />AB <br />ANCHOR BOLT <br />FLR <br />FLOOR <br />PNL <br />PANEL <br />ALT <br />ALTERNATE <br />FOM <br />FACE OF MASONRY <br />POLY <br />POLYETHYLENE <br />(� <br />ALUM <br />ALUMINUM <br />FS <br />FAR SIDE <br />PREFAB <br />PREFABRICATED <br />v <br />ARCH <br />ARCHITECTURAL <br />FT <br />FOOT/FEET <br />PSF <br />POUNDS PER SQUARE FOOT <br />B/ <br />BOTTOM OF <br />FTG <br />FOOTING <br />PSI <br />POUNDS PER SQUARE INCH <br />BLDG <br />BUILDING <br />FUT <br />FUTURE <br />QTY <br />QUANTITY <br />BM <br />BEAM <br />GA <br />GAGE <br />R <br />RADIUS <br />BOT <br />BOTTOM <br />GALV <br />GALVANIZED <br />RBS <br />REDUCED BEAM SECTION <br />BRIG <br />BEARING <br />GYP <br />GYPSUM <br />RE <br />RIGHT END <br />C <br />CHANNEL SHAPE <br />HCA <br />HEADED CONCRETE ANCHOR <br />REF <br />REFERENCE <br />C TO C <br />CENTER TO CENTER <br />HORIZ <br />HORIZONTAL <br />REINF <br />REINFORCE(MENT) <br />CANT <br />CANTILEVER <br />HP <br />HIGH POINT <br />REQ <br />REQUIRE <br />CJ <br />CONSTRUCTION JOINT <br />HSS <br />HOLLOW STRUCTURAL SECTION <br />REQD <br />REQUIRED <br />CL <br />CENTERLINE <br />HT <br />HEIGHT <br />REV <br />REVISION <br />CLR <br />CLEAR <br />IN <br />INCH <br />SCHED <br />SCHEDULE <br />CMU <br />CONCRETE MASONRY UNIT <br />INFO <br />INFORMATION <br />SF <br />SQUARE FOOT <br />COL <br />COLUMN <br />INT <br />INTERIOR <br />SHT <br />SHEET <br />CONC <br />CONCRETE <br />INSUL <br />INSULATION <br />SI <br />SQUARE INCH <br />CONN <br />CONNECTION <br />JST <br />JOIST <br />SIM <br />SIMILAR <br />CONST <br />CONSTRUCTION <br />JT <br />JOINT <br />Si <br />SAWCUT <br />CONT <br />CONTINUOUS <br />K <br />KIPS <br />CONTRACTION JOINT <br />COORD <br />COORDINATE <br />KO <br />KNOCK OUT <br />SL <br />SLOPE <br />CTR <br />CENTER <br />KSF <br />KIPS PER SQUARE FOOT <br />SOG <br />SLAB ON GRADE <br />CTRD <br />CENTERED <br />KSI <br />KIPS PER SQUARE INCH <br />SPA <br />SPACES <br />D <br />DEPTH <br />L <br />ANGLE <br />SPEC <br />SPECIFICATION <br />DBA <br />DEFORMED BAR ANCHOR <br />LB <br />POUND <br />SLRS <br />SEISMIC LATERAL <br />DBL <br />DOUBLE <br />LE <br />LEFT END <br />RESISTING SYSTEM <br />DBL TEE <br />PRECAST DOUBLE TEE <br />LG <br />LONG <br />STD <br />STANDARD <br />B <br />DIA <br />DIAMETER <br />LLH <br />LONG LEG HORIZONTAL <br />STIFF <br />STIFFENER <br />DIAG <br />DIAGONAL <br />LLV <br />LONG LEG VERTICAL <br />STL <br />STEEL <br />DIM <br />DIMENSION <br />LP <br />LOW POINT <br />SW <br />SHORTWAY <br />DN <br />DOWN <br />LW <br />LONG WAY <br />SYM <br />SYMMETRICAL <br />DSJ <br />DOWLED SAWCUT <br />M <br />MIDDLE <br />T/ <br />TOP OF <br />CONTRACTION JOINT <br />MFR <br />MANUFACTURER <br />T&B <br />TOP AND BOTTOM <br />DTL <br />DETAIL <br />MATL <br />MATERIAL <br />THK <br />THICK <br />DWG <br />DRAWING <br />MAX <br />MAXIMUM <br />TRANSV <br />TRANSVERSE <br />DWL <br />DOWEL <br />MECH <br />MECHANICAL <br />TS <br />TUBE STEEL <br />EA <br />EACH <br />MEP <br />MECHANICAL/ELECTRICAL/ <br />TYP <br />TYPICAL <br />EE <br />EACH END <br />PLUMBING <br />UON <br />UNLESS OTHERWISE NOTED <br />EF <br />EACH FACE <br />MEZZ <br />MEZZANINE <br />VERT <br />VERTICAL <br />EJ <br />EXPANSION JOINT <br />MIN <br />MINIMUM <br />WF <br />WIDE FLANGE SHAPE <br />EL <br />ELEVATION <br />MISC <br />MISCELLANEOUS <br />W/ <br />WITH <br />EOS <br />EDGE OF SLAB <br />MO <br />MASONRY OPENING <br />W/0 <br />WITHOUT <br />EQ <br />EQUAL <br />MSL <br />MEAN SEA LEVEL <br />WP <br />WORK POINT <br />EQUIP <br />EQUIPMENT <br />MTL <br />METAL <br />WS <br />WATERSTOP <br />ES <br />EACH SIDE <br />NO <br />NUMBER <br />WT <br />T SHAPE <br />EW <br />EACH WAY <br />NS <br />NEAR SIDE <br />WWF <br />WELDED WIRE FABRIC <br />EXIST <br />EXISTING <br />NTS <br />NOT TO SCALE <br />& <br />AND <br />EXP <br />EXPANSION <br />OC <br />ON CENTER <br />@ <br />AT <br />EXT <br />EXTERIOR <br />OPNG <br />OPENING <br />0 <br />DIAMETER <br />FD <br />FLOOR DRAIN <br />OPP <br />OPPOSITE <br /># <br />NUMBER <br />FDN <br />FOUNDATION <br />PERP <br />PERPENDICULAR <br />± <br />PLUS/MINUS <br />FL <br />FULL LENGTH <br />PL <br />PLATE <br />FIN FLR <br />FINISH FLOOR <br />PLUMB <br />PLUMBING <br />A <br />rt �� <br />77 <br />CORPORATE ENGINEERING OFFICE <br />1322 CRESTSIDE DRIVE, SUITE 100 <br />9 <br />WAREHOUSE EXPANSION <br />ZEPHYRHILLS NATURAL SPRING WATER <br />ZEPHYRHILLS, FLORIDA <br />The Information contained on this document is the sole property of NWN <br />and may not be copied or disclosed to others unless authorized by NIM <br />DATE: I D.M.: I SCALE <br />2 <br />STRUCTURAL <br />GENERAL NOTES <br />SIZE SHEET NO. <br />D S-001 <br />REV. NO. <br />