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00-0635-011 GENERAL NOTES: 1) DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL VERIFY ALL DEMINSIONS AND CONDITIONS 2) CONTRACTOR SHALL COORDINATE WIYTH OWNER AND VARIOUS TRADES SO THAT PROPER OPENINGS AND CHASES SHALL BE PROVIDED FIRE STOPPING 9• roc M foraker �� haa�ian fir. 1) ALL PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, AND OTHER BARRIERS rmiarrol9fl 33189 RESULTING FROM THE PASSAGE OF PIPES, CONDUITS, BUS DUCTS, CABLES, WIRES, AIR DUCTS, PHEUMATIC DUCTS, AND PENETRATIONS FROM SIMILAR BUILDING SERVICE APPROVED MATERIALS OR DEVICES MEETING THE ACCEPTANCE CRITERIA OF THE O 3D�2�9880�f EQUIPMENT INSTALLED IN CONNECTION WITH THIS PROJECT SHALL BE PROTECTED BY `/C 3D�3�f�f Z07' AMERICAN SOCIETY OF TESTING MATERIALS ES14, (ASTMESI4) AND HAVE BEEN INSTALLED F /C 72 F CE 3 q F CE 4 BY QUALIFIED PERSONS IN ACCORDANCE WITH THE MANIFACTURES SPECIFICATIONS AND /�/ A�J IN COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE (SFBC) EXPOSED 3X6 1 2) PROVIDE DETAILS AND UL CLASSIFICATION AND RATING RAFTERS REVISIONS 3) CONTRACTOR MUST PROVIDE AN AFFIDAVIT AT THE TIME OF THE FRAMING INSPECTION. No. DATE DESCRIPTION SOIL STATEMENT THE SOIL AT THIS SITE HAS BEEN OBSERVED BY THIS ARCHITECT AND ARE A MIXTURE OF SAND AND LOOSE LIMESTONE. THIS SOIL IS CAPABLE OF SUPPORTING A BEARING VALUE OF 2000 PSI UPON WHICH THIS DESIGN WAS BASED. ONCE GROUND IS BROKEN, THIS ARCHITECT WILL ISSUE A LETTER ATTESTING TO THE FACT THAT THE ACTUAL CONDITIONS OBSERVED ARE SIMILAR TO THAT WHICH THE DESIGN {: WAS BASED. STRUCTURAL NOTE: 1) FOUNDATIONS SHALL BE SPREAD FOOTINGS BASED ON A SOIL BEARING CAP. OF 2000 P.S.F. 2) ALL CONCRETE SHALL ATTAIN A MIN. COMPRESSIVE STRENGTH OF 3000 P.S.I AT THE END OF 28 DAYS. 3) ALL REINFORCEMENT SHALL BE 60,000 P.S.I. MIN. GRADE YIELD l EW BILLET STEEL IN ACCORDANCE WITH A.S.T.M. GRADE 60. ALL BAR LAPS .SHALL BE A MIN. OF 36 BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST A.C.I. AND MANUAL OF STANDARD PRACTICE CODES. J L Q N U N 4) MINIMUM CONCRETE COVER OVER REINFORCEMENT SHALL BE 1 r r BOTTOM TOP SIDES � FOOTING 3" 2 Q BEAMS AND COLUMNS/ I 12" I I 12" I II 12' :DW Z �FQ 0- co N�O 5) BLOCK WALLS ARE 8" X 16" CMU AND SHALL HAAVE A MIN. FACE WALL THICKNESS o N O OF 1 1/4': A MIN. WEB THICKNESS OF 1" CONFORMING TO THE STANDARD SPEC. O O FOR HOLLOW LOAD—BEARING CMU S A.S.T.M. C90 I o (� 6) MORTAR USED TO BOND UNIT MASONARY SHALL BE OF TYPE M OR S. ALL MORTARS AND MATERIALS THEREIN SHALL CONFORM TO A.S.T.M. C270. MORTAR SHALL BE A U 0 6 LL PLASTIC MIX HAVING A MAX. SLUMP OF 9" > 1" w 00 Q Z n_ - Q �� ONQ -� rtl Q Q EXISTING DEMISING WALL (TYP) V Z U �, Q W U N V) Uj W m 's W ° > w < CL ° Q Z J — to Z D: O OU U (f) u Q W 0 Z J W Z Q J -J W o LO Q � V—) � f W N LO ------------------------------------ ----------------------------------- SOFFITW/WALL ---------------------------------- ------------------------------------ - --- -------------------------------- —-- cn r� co BOARD FINISH ON w 2X4 FRAMING © bi w w w 16" O.C. w Q o o 0 Q 0 0 = _O / # 057/0 # F C # o 0 o z z FFl E 8 cif � 3;: 3�: cn a- o- n o 0 PROJECT No. 1 SCALE 114"_ 1 ' BUILDING SECTION SCALE: 1 /4"= ] ' SHEET No. 4 OF 12 A 4 SEAL s�,.P, ui FRE p.