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I 1 1 I III' 11 ILl '11L I 1' 111111 II 1 1 1 1 1 i 1,. 1 1 I t . I 1 - I�_I:w' I" 'w/i • I I l_ l ° 1'Aq _ 11 QUALITY PRECAST C❑MPANY TABLE No, 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS MARK NO. LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL TOP BARS LINTEL BOTTOM BARS GRAVITY SAFE LOAD UPLIFT SAFE LOAD SAFE LATERAL LOADS (PLF) PLAIN S❑LID #5(1)U(0)L S❑LID #5(1)U(I)L S❑LID 45(1)0(0)L #5(1)U(1)L S❑LID #5(2)U(1)L 8'x8' (PLAIN) 8'x8' (S❑LID) A BAR B BAR DETAIL A DETAIL B DETAIL C DETAIL B & C DETAIL D M-2 3'-6" 2'-2" Precast (2) #3 (2) #2 NONE 2475 3837 3837 4815 4815 1168 2318 M-4 4'-6" 3'-2N Precast (2) #3 (2) #2 NONE 1343 2165 2165 2608 2608 638 1266 M-8 6'-4R 5'-0# Precast (2) #3 (2) #4 NONE 740 1283 1283 1216 1405 634 1355 M-11 7'-6" 6'-2" Precast (2) #3 (2) #4 NONE 570 991 991 825 1082 446 938 M-16 10'-61, 9'-2" Precast (2) #3 (2) #4 NONE 354 618 6l8 380 673 192 453 .b DETAIL 'A' DETAIL 'B' DETAIL 'C' DETAIL 'D' TABLE No, 9 REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" RECESS DOOR HEADER MARK NO. TOTAL LENGTH CLEAR SPAN LINTEL TYPE TOP BAR LINTEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD LATERAL SAFE LOAD PLAIN S❑LID #5(1)U(0)L S❑LID #5(1)U(1)L S❑LID #5(1)U(0)L #5(1)U(1)L S❑LID #5(2)U(1)L PLAIN S❑LID A BAR B BAR DETAIL DA DETAIL DB DETAIL DC DETAIL DB & DC DETAIL DF DETAIL DA DETAILDB D-2 4'-0" 2'-8" Precast (2) #3 (2) #2 NONE 1131 1425 1425 1863 1863 950 1677 D-4 4'-4" 3'-0' Precast 1 (2) #3 ) #2 NONE--t 963 1230 1230 1596 1596 785 1386 D-5 4'-8" 3'-4" Precast (2) #3�t) #2 N❑NE 806 1081 1081 1396 1396 659 1165 2' RECES DETAIL 'DA' o. 2' RECESS DETAIL 'DB' •.o 2' RECESS DETAIL 'DC' DETAIL 'DF' ENGINEERING SPECIFICATI❑NS 1,) SAFE LOADS ARE TOTAL SUPERIMP❑SED ALLOWABLE LOADS. 2.) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAX, RESISTING SHEAR AND MOMENT FOR THE LISTED LINTELS, 3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND PER LINEAR FOOT, GENERAL NOTES: 1.) CODES 1A FLORIDA BUILDING CODE 2004 AND 2006 SUPPLEMENTS 12 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02). 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-02). 2J CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINF❑RCEMENT-4000 PSI MIN, 2.1.2 PRE -CAST W/PRESTRESS REINFORCE MEN T-6000 PSI MIN, 2.1.3. GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8' AGGERATE, 8" TO 11' SLUMP, 2,2 REINF❑RCING BARS 2.2,1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATI❑N ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2,3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINF❑RCEMENT IN ACCORDANCE WITH ACI 315, 2.5 C❑NCRETING ❑PERATIONS SHALL COMPLY WITH ACI STANDARDS, 3.) MASONRY: 3A DESIGN AND CONSTRUCTI❑N SHALL CONFORM TO THE SPECIFICATION OF THE NATI❑NAL CONCRETE MASONRY ASSOCIATI❑N AND ACI 530-02. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER SECTI❑N 2101,3,1 OF FLORIDA BUILDING CODE 2001 (INCLUDING 2003 REVISIONS) 4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN THEY SHALL BE PROVIDED A TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT, DETAIL SIMPSON MBHA3,12/11,25 RATED 3145# UPLIFT `T"' "' "'"'lA3,12/11.25 RATED 3145# UPLIFT COLUMN DETAIL "L"' L� 1 V JL�� HEADER W/ 1/2 PLYWOOD SPLICE CONCRETE PAD