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23'-0" <br />FOOTING SEE <br />DETAIL D/CS2 <br />23'-0" <br />23'-0" <br />182'-0" <br />23'-0" <br />1 FOUNDATION PLAN <br />Scale: NTS <br />23'-0" <br />BASEPLATE SEE <br />DETAIL C/CS2 <br />23'-0" <br />HSS10X10X1/4" <br />COLUMN (TYP) <br />23'-0" <br />CANOPY ABOVE <br />10'-6" <br />12'-0" 20'-0" <br />4'-0" <br />182'-0" <br />10'-6" <br />23'-0" <br />23'-0" <br />23'-0" <br />23'-0" <br />23'-0" <br />23'-0" <br />23'-0" <br />10'-6" <br />1'-6" <br />4'-6" <br />4'-6" Q <br />1'-6" <br />zlk <br />1 <br />7 <br />w Z 6 6A <br />CS2 <br />GUTTER <br />BEAM CS2 <br />BEAM <br />BEAM z CS2 <br />BEAM <br />LEADER <br />SPLICE <br />SPLICE <br />SPLICE o <br />SPLICE <br />W12X14 <br />W12X14 <br />W12X14 <br />W12X14 <br />W12X14 <br />, <br />3,-0" 4'-0" <br />N <br />N <br />N <br />3 <br />N <br />N <br />N <br />N <br />N <br />CS2 8'-O" <br />3 <br />CS2 <br />_3�: <br />W12X14 <br />W12X14 <br />W12X14 <br />W12X14 <br />W12X14 <br />12'-0 20 - <br />4 <br />5 <br />( <br />6'-0„ <br />CS2 <br />CS2 <br />W12X14 W12X14 W12X14 W12X14 <br />W12X14 rt <br />6. — -� t- <br />S-0" 4'-0" <br />CANOPY NOTES <br />GENERAL NOTES: <br />1. BUILDING CODE: 2014 FLORIDA BUILDING CODE <br />2. USE GROUP: M <br />3. DESIGN LOADS: <br />EARTHQUAKE LOAD: <br />IMPORTANCE FACTOR: 1.0 <br />DESIGN BASE SHEAR: 2.35k <br />SEISMIC RESPONSE COEFFICIENT: Cs = 0.09 <br />RESPONSE MODIFICATION FACTOR: R=1.25 <br />SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE <br />SPECTRAL RESPONSE COEFFICIENT (SHORT PERIOD) SDs-0.113 <br />SPECTRAL RESPONSE COEFFICIENT ( 1 SEC PERIOD) SD1-0.082 <br />SITE CLASS: E <br />SEISMIC DESIGN CATEGORY: B <br />BASIC SEISMIC FORCE RESISTING SYSTEM - CANTILEVERED COLUMN <br />SYSTEM <br />4. ROOF LIVE LOAD: 20 PSF <br />5. ROOF SNOW LOAD: <br />Pg = 0 PSF GROUND SNOW LOAD <br />Pf = 0.7(Ce)(Ct)(I)(Pg) FLAT ROOF SNOW LOAD <br />Ce = 1.0 EXPOSURE FACTOR <br />Ct = 1.2 THERMAL FACTOR <br />I = 1.0 IMPORTANCE FACTOR <br />6. WIND LOAD: <br />V = 140 MPH BASIC WIND SPEED (3 SEC GUST) <br />I = 1 IMPORTANCE FACTOR <br />EXPOSURE CATEGORY: C <br />BUILDING RISK CATEGORY: II <br />7. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION <br />PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS THE <br />CONTRACTOR SHALL NOTIFY JIMCO SALES & MFG. <br />MATERIAL PROPERTIES: <br />CONCRETE: f'c = 3000 psi © 28 DAYS <br />REINFORCING: fy = 60,000 psi <br />STEEL BEAMS: Fy = 50,000 psi <br />HSS SQUARE COLUMNS: Fy = 46,000 psi <br />HSS ROUND COLUMNS: Fy = 42,000 psi <br />FOUNDATION NOTES: <br />1. FOUNDATION SOIL PROPERTIES: <br />ALLOWABLE BEARING PRESSURE: 2500 PSF <br />LATERAL PRESSURE: 100 PSF/FT OF DEPTH <br />NOTE: GEOTECH INVESTIGATION BY ARDAMAN & ASSOCIATES, INC., PROJECT <br /># 16-55-9481, DATED: 12 MARCH 2O16. <br />CONCRETE NOTES: <br />1. ALL CONCRETE WORK SHALL COMPLY WITH ACI 318 <br />"BUILDING CODE REQUIREMENTS FOR REINFORCED <br />CONCRETE". <br />2. ALL REINFORCING STEEL SHALL CONFORM TO THE <br />"SPECIFICATIONS FOR DEFORMED BILLET -STEEL BARS <br />FOR CONCRETE REINFORCEMENT", ASTM A615 GRADE 60. <br />3. STIRRUPS AND TIES SHALL HAVE 4" HOOKS. <br />4. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT: <br />CONCRETE EXPOSED TO GROUND -----3" <br />FORMED CONCRETE EXPOSED TO GROUND-- - -2" <br />FORMED CONCRETE NOT EXPOSED TO GROUND-1 1/2" <br />5. CONCRETE SHALL CONFORM TO ASTM C94 "READY MIX <br />CONCRETE" WITH A MIN. COMPRESSIVE STRENGTH OF <br />(f'c =) 3000 PSI DESIGN <br />BRIDGING LOCATED <br />(- <br />1 OVERFLOW SCUPPER <br />© 1 /3 POINTS <br />PERIMETER <br />TYPICAL 16 PLACES <br />SEE DETAIL B/CS2 <br />GUTTER <br />CS2 SEE DETAIL A/CS2 <br />2 CANOPY FRAMING PLAN <br />Scale: NTS <br />STRUCTURAL STEEL NOTES: <br />1. ALL STRUCTURAL STEEL SHALL COMPLY WITH AISC "SPECIFICATION FOR <br />STRUCTURAL STEEL BUILDINGS". <br />2. ALL BOLTS SHALL BE 3/4" 0 ASTM A307 BOLTS UNLESS NOTED OTHERWISE <br />ON THE DRAWINGS. <br />3. ALL BOLTED CONNECTIONS SHALL BE "SNUG -TIGHT", UNLESS NOTED <br />OTHERWISE IN ACCORDANCE WITH RCSC. <br />a <br />SPECIAL INSPECTIONS FOR THE CANOPY <br />IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL <br />REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH THE BUILDING CODE. <br />JIMCO SALES AND MANUFACTURING IS AN APPROVED FABRICATOR FOR <br />LOS ANGLES COUNTY, CALIFORNIA, CLARK COUNTY, NEVADA, LAS VEGAS, <br />NEVADA AND MIAMI DADE COUNTY, FLORIDA. <br />- STEEL CONSTRUCTION - PERIODIC INSPECTION IS REQUIRED TO <br />VERIFY MEMBER SIZES AND JOINT DETAILS. <br />- WELDING - CONTINUOUS INSPECTION REQUIRED FOR ALL FIELD <br />WELDS, EXCEPT ONLY PERIODIC INSPECTION IS REQUIRED <br />FOR SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16". <br />SHOP WELD INSPECTION IS NOT REQUIRED WHERE <br />WELDING IS PERFORMED IN AN APPROVED FABRICATOR <br />SHOP. <br />- CONCRETE CONSTRUCTION <br />PERIODIC INSPECTION OF REBAR INSTALLATION AND <br />FORMWORK. <br />- ANCHOR BOLTS <br />PERIODIC INSPECTION OF ANCHOR BOLT INSTALLATION <br />REQUIRED. <br />- SOILS <br />PERIODIC INSPECTION TO VERIFY MATERIALS ARE <br />ADEQUATE AND PREPARED TO ACHIEVE DESIGN BEARING <br />CAPACITY AND EXCAVATIONS EXTEND TO PROPER DEPTH. <br />KEEP RECORDS FOR INSPECTORS EXAMINATIONS <br />c� <br />c� <br />1 <br />as <br />� H <br />E- o <br />U � <br />w <br />� <br />� <br />co <br />0 <br />4_3 <br />zn <br />c� <br />cloD <br />Z <br />O <br />~ <br />J <br />< z <br />0 <br />Q <br />U <br />U <br />� <br />D <br />W <br />Cj� o <br />� Z <br />Q <br />CD <br />0- w <br />_Z <br />Q <br />zz O <br />0' <br />U Z <br />z <br />>� <br />O <br />�m <br />Q <br />U <br />J J <br />J <br />Z Q = <br />m <br />_j O = <br />O <br />w`ta <br />c0 w <br />I <br />f- N <br />J <br />4/11/2016 <br />W DocuSigned by: <br />7947A4CBD4F14FA.. <br />m <br />W <br />Q <br />Ei <br />Q <br />V) <br />w <br />U <br />I <br />U <br />Z <br />Z <br />_ <br />O <br />U� <br />z <br />w <br />> <br />w <br />w <br />w <br />I <br />z <br />0 <br />w <br />O <br />1- <br />w <br />un <br />o <br />U <br />0 <br />z <br />w <br />m J <br />m <br />m <br />o 0 <br />Q cn <br />w <br />I;j <br />W <br />JOB NO. <br />16-1845RO <br />DWG. NO. <br />CS1 <br />OF 2 SHEETS <br />