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.., ,. ,_, �, ..,,.-�„�, r r � �na�rar rr+ai �inn.rrt ^me�n� 'I `r n'►T�'�1#r'A9r. i,�,.r, ,.r� r� � n � op.�� F„ f r�$r4114�I�@� QUALITY PRECAST COMPANY TABLE No, 2 REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE W❑RKING LOADS (PLF) 8" x 8" LINTELS MARK N❑: LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL TOP BARS LINTEL BOTTOM BARS GRAVITY SAFE LOAD UPLIFT SAFE LOAD SAFE LATERAL LOADS C PLAIN S❑LID #5(1)U(0) 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) 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'-2" Precast (2) #3 (2) #2 NONE 1343 2165 2165 2608 2608 638 1266 M-8 6'-4" 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'-6" 9'-2" Precast (2) #3 (2) #4 NONE 354 618 618 380 673 192 453 DETAIL 'A" DETAIL 'B" DETAIL "C' DETAIL 'D' TABLE No, 9 REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE W❑RKING LOADS (PLF) 8" x 8" RECESS DOOR HEADER MARK N❑, 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) PLAIN S❑LID A BAR B BAR DETAIL D4 DETAIL DE DETAIL DC DETAIL DB & IlCDETAIL DF DETAIL D18 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 (2) #3 (2) #2 NONE 963 1230 1230 1596 1596 785 1386 D-5 4'-8" 3'-4" Precast (2) #3 (2) #2 NONE 806 1081 1081 1396 1396 659 1165 2' RECE 2' RECESS 2' RECESS 2' RECESS DETAIL "DA" DETAIL "DB' DETAIL 'DC' DETAIL "DF" ENGINEERING SPECIFICATI❑NSA 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 N❑TESi 1,) CODES 1.1 FLORIDA BUILDING CODE 2004 AND 2006 SUPPLEMENTS 12 BUILDING CODE REQUIREMENTS FOR REINF❑RCED CONCRETE (ACI 318-02). 1.3 AMERICAN S❑CIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS STRUCTURES (ASCE 7-02). 2,) CONCRETE: 2.1 CONCRETE C❑MPRESSIVE STRENGTH AT 28 DAYS: 2.11 PRE -CAST W/STANDARD REINF❑RCEMENT-4000 PSI MIN, 2:1.2 PRE -CAST W/PRESTRESS REINF❑RCEMENT-6000 PSI MIN. 213, GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8" AGGERATE, 22 REINF❑RCING BARS: 22,1 STEEL PLACED IN PRECAST LINTEL AT TIME OF LF) FABRICATI❑N ASTM A615 (GRADE 60) 2,22 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 ❑PERATI❑NS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: 3A DESIGN AND C❑NSTRUCTI❑N SHALL CONFORM TO THE SPECIFICATI❑N OF THE NATI❑NAL CONCRETE MASONRY ASS❑CIATI❑N AND ACI 530-02, 32 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 REVISI❑NS) 42 FOR LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN THEY SHALL BE PR❑VIDED A TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS ANI�4TtkEtR❑UT PLACEMENT, 8" TO 11" SLUMP, n/-lkA/F_n F) \\/ I IN I -Fr - I TER I OPEAVIIVU IAVS TA LLA TIO 1\1