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QUALITY PRECAST C❑YI PANY TABLE No. 2 <br />REINS❑RCING SCHEDULE & LOAD CAPACITIES <br />SAFE W❑RKING LOADS (PLF) <br />8" x 8" LINTELS <br />MARK LINTEL CLEAR LINTEL LINTEL LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD SAFE LATERAL LOADS (PLF) <br />NO. LENGTH SPAN TYPE TOP BOTTOM SOLID <br />BARS BARS PLAIN SOLID SOLID SLID <br />#5(llU(0)L <br />#5(1)U(0)L #5(1)U(I)L #5(1)U(1)L #5(2)U(1)L 8"X8" 8'x8" <br />A BAR B BAR DETAIL A DETAIL B DETAIL C DETAIL B & C DETAIL D (PLAIN) (SOLID) <br />M-2 3'-6" 2'-2" Precast (2) #3 (2) #2 NONE 2475 3837 3837 4815 4815 1168 2318 <br />M-4 4'-6" 3'-2" Precast (2) #3 1 (2) #2 NONE 1343 2165 2165 2608 2608 638 1266 <br />DETAIL 'A' DETAIL 'B' DETAIL 'C' DETAIL 'D' <br />TABLE No, 9 <br />REINF❑RCING <br />SCHEDULE & LOAD <br />CAPACITIES <br />SAFE W❑RKING <br />LOADS (PLF) <br />8" x 8" <br />RECESS DOOR HEADER <br />MARK <br />TOTAL <br />CLEAR <br />LINTEL <br />TOP <br />LINTEL <br />GRAVITY SAFE <br />LOAD <br />UPLIFT SAFE <br />LOAD <br />N❑, <br />LENGTH <br />SPAN <br />TYPE <br />BAR <br />BOTTOM BAR <br />SOLID <br />S❑LID <br />S❑LID <br />S❑LID <br />LATERAL <br />SAFE LOAD <br />PLAIN <br />#5(1)u(o)L <br />PLAIN <br />SOLID <br />#5(1)U(0)L <br />#5(1)U(1)L <br />#5(1)U(1)L <br />#5(2)U(1)L <br />D-2 <br />A BAR B BAR <br />DETAIL DA DETAIL DB <br />DETAIL DC <br />DETAIL DB & DC <br />DETAIL DF <br />DETAIL DA <br />DETAILDB <br />4'-0" <br />2'-8" <br />Precast <br />(2) #3 <br />(2) #2 NONE <br />1131 1425 <br />1425 <br />1863 <br />1863 <br />950 <br />1677 <br />D-4 <br />4'-4" <br />3'-0" <br />Precast <br />(2) 43 <br />(2) #2 NONE <br />963 1230 <br />1230 <br />1596 <br />1596 <br />785 <br />1386 <br />D-5 <br />4'-8" <br />3'-4" <br />1 Precast <br />(2) #3 <br />(2) #2 NONE <br />806 1081 <br />1091 <br />1396 1 <br />1396 1 <br />659 <br />1165 <br />2' RECE 2' RECESS 2' RECESS 2' RECESS <br />DETAIL 'DA' DETAIL 'DB' DETAIL 'DC" DETAIL 'DF" <br />UPLIFT CONNECTION - SIMPSON STRONG -TIE <br />MASONRY APPLICATIONS <br />MARK <br />CONNECTOR <br />UPLIFT <br />CAPACITY <br />LATERAL <br />CAPACITY <br />FASTENERS <br />FLORIDA <br />APPROVAL # <br />HETA16 <br />1365 <br />335 <br />11-10d X 1-1/2" <br />1901,15 <br />A <br />IHETA20 <br />1890 <br />335 <br />16-10ol X 1-1/2"' <br />1901.16 <br />HTT16 <br />3480* <br />18-16d <br />503.20 <br />HTT22 <br />5260)K <br />32-16d Sinkers <br />503.21 <br />LGT2 <br />2150 <br />16-16d Sinkers & <br />7-1/4' x 2-1/4" Titen <br />1423.13 <br />B <br />VTC2 <br />405 <br />COMMON 4-10d <br />VALLEY 5-10d x 1-1/2' <br />3751 <br />CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO <br />MANUFACTURER FOR GROUT FILLED CPU. <br />NOTE: <br />ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS <br />TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE <br />MANUFACTURER SHALL CONTROL, CHANGES MADE AFTER TRUSS <br />APPROVED BY THE ENGINEER OF RECORD, <br />THE ENGINEER HAS NOT REVIEWED THE PRE—ENGINEERED TRUSS <br />AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD <br />UNDERLAYMENT SHALL COMPLY WITH SECTION R905,2,3 <br />SLOPES 2:12 UP TO 4:12 R905,2,7, 1507.2.8 <br />SLOPES 4:12 AND GREATER R905.2,7, 1507.2.8 <br />FLASHING SHALL COMPLY WITH R905,2,8, 1507,23 <br />VALLEYS SHALL COMPLY WITH R9052,8,2, 15072,92 <br />DRIP EDGE SHALL COMPLY WITH R9052,82, 1507,2,9,3 <br />ENGINEERING SPECIFICATIONS: <br />1.) SAFE LOADS ARE TOTAL SUPERIMPOSED ALLO <br />2.) DESIGNER MAY EVALUATE CONCENTRATED L❑� <br />CALCULATING MAX, RESISTING SHEAR AND MO <br />3.) SAFE LOADS LISTED ON ALL TABLES ARE IN <br />GENERAL NOTES: <br />1.) CODES <br />L1 FLORIDA BUILDING CODE 2004 AND 2006 S <br />12 BUILDING CODE REQUIREMENTS FOR REINF[ <br />1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS f <br />STRUCTURES (ASCE 7-02X <br />2,) CONCRETE: <br />2A C❑NCRETE COMPRESSIVE STRENGTH AT 28 <br />211 PRE -CAST W/STANDARD REINFORCEMEN <br />2.1.2 PRE -CAST W/PRESTRESS REINFORCEME <br />2.1.3. GROUT PER ASTM C476 - 3000 PSI W <br />2.2 REINF❑RCING BARS: <br />2,2,1 STEEL PLACED IN PRECAST LINTEL AT TIME OF <br />FABRICATION ASTM A615 (GRADE 60) <br />2.22 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) <br />2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 <br />2,4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. <br />2,5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS, <br />3.) MASONRY: <br />ASTM A615 (GRADE 40). <br />KSI <br />3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL <br />CONCRETE MASONRY ASSOCIATION AND ACI 530-02. <br />3.2 MINIMUM MASONRY UNIT STRENGTH F'M 1500 PSI. <br />3.3 MORTAR SHALL BE TYPE S. <br />4,) STRUCTURAL: <br />4A SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM <br />ACCEPTABLE BEARING OF 4" PER SECTION 2101.3.1 OF FLORIDA BUILDING CODE 2001 (INCLUDING <br />2003 REVISIONS) <br />4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN THEY SHALL BE PROVIDED A <br />TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS <br />AFTER GROUT PLACEMENT, <br />LINTE"L PLA N <br />LEGEND <br />� HETA20 <br />� VTC2 <br />LINTEL PLA N <br />