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1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 IN 17 ■ 18 ■ 19 ■ 20 <br />SAFE LOAD TABLES <br />FOR GRAVITY, UPLIFT AND LATERAL LOADS <br />8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS <br />ccztrcrnnterr <br />GRAVITY <br />- <br />TYPE <br />LENGTH <br />8U8 <br />8F8-OB <br />8F12-0B <br />8F16-0B <br />8F20-oB <br />8F24-OB <br />8F28-0B <br />8F32-OB <br />8F8-18 <br />8F12-1 B <br />8F16=1 B <br />81720-1 B <br />8F24-1 B <br />8F28-16 <br />8F32-1 B <br />2'-10" (34") PRECAST <br />2231 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />3069 <br />4605 <br />1 6113' <br />7547 <br />8974 <br />10394 <br />11809 <br />3'-6" (42") PRECAST <br />2231 <br />3069 <br />3719 <br />5163 <br />6607 <br />8054 <br />9502 <br />10951 <br />3069 <br />4605 <br />6113 <br />7547` <br />8974 <br />10394 <br />11809 <br />4'-0" (48") PRECAST <br />1966 <br />2561 <br />2751 <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />2693 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />4'-6" (54") PRECAST <br />1599 <br />1969 <br />2110 <br />2931 <br />3753 <br />4576 <br />5400 <br />6224 <br />2189 <br />4375 <br />6113 <br />7547 p> <br />8672 <br />10294 <br />11809 <br />5'-4" (64") PRECAST <br />1217 <br />1349 <br />1438 <br />1999 <br />2560 <br />3123 <br />3686 <br />4249 <br />1663 <br />3090 <br />5365 <br />- <br />7547 (3s) <br />7342 (�s) <br />8733 (1s> <br />1012709) <br />5'-10" (70") PRECAST <br />1062 <br />1105 <br />1173 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />1451 <br />2622 <br />4360 <br />7168(45) <br />6036 (19) <br />7181 (ts) <br />8328 (2o) <br />6'-6" (78") PRECAST <br />908 <br />1238 <br />2177 <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />1238 <br />2177 <br />3480 <br />5381 <br />8360 <br />10394(37) <br />8825 (14) <br />T-6" (90") PRECAST <br />743 <br />1011 <br />1729 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />1011 <br />1729 <br />2661 <br />3898 <br />5681 <br />8467 (44) <br />6472 (15) <br />914" (112") PRECAST <br />554 <br />699 <br />1160 <br />1625 <br />2564 <br />3486 <br />2818 <br />3302 <br />752 <br />1245 <br />1843 <br />2564 <br />3486 <br />4705 (37) <br />6390(47) <br />10'-6" (126") PRECAST <br />475 <br />535 <br />890 <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />643 <br />1052 <br />1533 <br />2093 <br />2781 <br />3643 t3e) <br />4754 (45) <br />11'-4" (136") PRECAST <br />362 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12-0" (144") PRECAST <br />337 <br />540 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />540 <br />873 <br />1254 <br />1 1684 <br />2193 <br />2805 <br />3552 <br />,�►sT- MT° <br />UPLIFT <br />LATERAL <br />TYPE <br />LENGTH <br />8F8-1T <br />8F12-1T <br />8F16-1T <br />8F20-1T <br />8F24-1T <br />8F28-1T <br />8F32-1T <br />8U8 <br />81F8 <br />REINF. <br />CMU** <br />8178-2T <br />8F12-2T <br />8F16-2T <br />8F2072T <br />8F24-2T <br />8F28-2T <br />8F32-2T <br />2'-10" (34") PRECAST <br />1972 <br />3173 <br />4460 <br />5747 <br />7034 <br />8321 <br />9608 <br />1293 <br />1642 <br />2135 <br />1972 <br />3173 <br />4460 <br />5747 <br />7034 <br />8321 <br />ssos <br />3'-6" (42") PRECAST <br />1569 <br />2524 <br />3547 <br />4569 <br />5591 <br />6613 <br />7636 <br />1025 <br />1024 <br />1830 <br />1569 <br />2524 <br />3547 <br />4569 <br />5591 <br />6613 <br />7636 <br />4'-0" (48") PRECAST <br />1363 <br />2192 <br />3079 <br />3966 <br />4853 <br />5740 <br />6627 <br />765 <br />763 <br />1365 <br />1363 <br />2192` <br />3079 <br />3966 <br />4853 <br />5740 <br />6627 <br />4'-6" (54") PRECAST <br />1207 <br />1940 <br />2724 <br />3508 <br />4292 <br />5077 <br />5861 <br />592 <br />591 <br />1057 <br />1207 <br />lsaa <br />2724 <br />3508 <br />42s2 <br />5077 <br />5861 <br />51-4" (64") PRECAST <br />1016 <br />1632 <br />2290 <br />2949 <br />3607 <br />4265 <br />4924 <br />411 <br />411. <br />734 <br />1016 <br />1632 <br />2290 <br />2949 <br />3607 <br />4265 - <br />4924 <br />5'-10" (70") PRECAST <br />909 <br />1492 <br />2093 <br />2694 <br />3295 <br />3897 <br />4498 <br />340 <br />339 <br />607 <br />909 <br />1492 <br />2093 <br />2694 <br />3295 <br />3897 <br />4498 <br />6'-6" (78°) PRECAST <br />835(12) <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />507 <br />721 <br />483 <br />835 <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />7'-6" (90") PRECAST <br />727 (23) <br />1021 <br />1634 (12) <br />2102 (11) <br />2571 (1o) <br />3039 (1o) <br />3508 (9) <br />424 <br />534 <br />357 <br />727 <br />1166 <br />1634 <br />2102 <br />2571 <br />3039 <br />3508 <br />9'-4" (112") PRECAST <br />591 <br />680 <br />1133 (r5) <br />1471 (15) <br />1811 (15) <br />2152 (1s) <br />2494 (15) <br />326 <br />512 <br />227 <br />591 <br />851 <br />1326 <br />1705 <br />2084 <br />2463 <br />2842 <br />10'-6" (126") PRECAST <br />530 <br />552 <br />914 (15) <br />1185 (15) <br />1458 (15) <br />1732 o5) <br />2007 (15) <br />284 <br />401 <br />178 <br />530 <br />686 <br />1183 <br />1526 <br />1865 <br />2204 <br />2544 <br />11'-4" (136") PRECAST <br />474 <br />485 <br />798 (15) <br />1034 (15) <br />1272 (15) <br />1510 (15) <br />1749 (15) <br />260 <br />452 <br />152 <br />494 <br />599 <br />1028 <br />1422 <br />1738 <br />2053 <br />2369 <br />12'-0" (144") PRECAST <br />470 (9) <br />441 <br />723 (14) <br />936 (14) <br />1151 (15) <br />1366 (1s) <br />1582 (15) <br />217 <br />402 <br />135 <br />470 <br />543 <br />928 <br />1349 <br />1649 <br />1948 <br />2247 <br />MATERIALS: <br />SAFE LOAD TABLE NOTES: <br />1. <br />8" PRECAST LINTELS fc = 3500 PSI. <br />1. <br />ALL VALUES BASED ON MINIMUM 4" NOMINAL <br />BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED <br />2. <br />8" PRESTRESSED, 6" AND 12" PRECAST <br />LINTELS MUST BE REDUCED BY 20% IF BEARING <br />LINTELS fc = 6000 PSI <br />LENGTH IS LESS THAN 6-1/2". <br />3. <br />4" PRECAST LINTELS fc = 3000 PSI <br />2. <br />N.R. = NOT RATED. <br />4. <br />GROUT PER ASTM C476 fg = 3000 PSI WITH <br />3. <br />SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. <br />MAXIMUM 3/8" AGGREGATE AND 8" TO 11" <br />SLUMP <br />4. <br />SAFE LOADS BASED ON GRADE 40 OR GRADE 60 <br />FIELD REBAR. <br />5. <br />CONCRETE MASONRY UNITS (CMU) PER ASTM <br />C90 WITH MINIMUM NET AREA COMPRESSIVE <br />5. <br />ADDITIONAL LATERAL LOAD CAPACITY CAN BE <br />STRENGTH = 1900 PSI <br />OBTAINED BY THE DESIGNER BY PROVIDING <br />ADDITIONAL REINFORCED MASONRY ABOVE THE <br />6. <br />REBAR PER ASTM A615 GRADE 60 <br />PRECAST LINTEL. SEE REINFORCED CMU. <br />7. <br />PRESTRESSING STRAND PER ASTM A416 <br />6. <br />(1) #7 REBAR MAY BE SUBSTITUTED FOR (2) #5 <br />GRADE 270 LOW RELAXATION <br />REBARS IN 8" LINTELS ONLY. <br />8. <br />7/32" WIRE PER ASTM A510 <br />7. <br />THE DESIGNER MAY EVALUATE CONCENTRATED <br />LOADS FROM THE SAFE LOAD TABLES BY <br />9. <br />MORTAR PER ASTM C270 TYPE M OR S <br />CALCULATING THE MAXIMUM RESISTING MOMENT <br />AND SHEAR AT D-AWAY FROM THE FACE OF <br />GENERAL NOTES: <br />SUPPORT. <br />1. <br />PROVIDE FULL MORTAR HEAD AND BED JOINTS <br />8. <br />FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE <br />SAFE LOAD FROM NEXT LOWER HEIGHT. <br />2. <br />SHORE FILLED LINTELS AS REQUIRED <br />9. <br />FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD <br />3. <br />INSTALLATION OF LINTEL MUST COMPLY WITH <br />FROM THE NEXT LONGEST LENGTH SHOWN. <br />ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. <br />10. <br />ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR <br />4. <br />U-LINTELS ARE MANUFACTURED WITH 5-1/2" LG <br />FOOT (PLF). <br />NOTCHES AT ENDS TO ACCOMODATE VERTICAL <br />CELL REINFORCING AND GROUTING. <br />11. <br />ALL SAFE LOADS BASED ON SIMPLY SUPPORTED <br />SPAN. <br />5. <br />ALL LINTELS MEET OR EXCEED U360 VERTICAL <br />DEFLECTION; EXCEPT LINTELS 17'-4" AND LONGER <br />12. <br />THE NUMBER IN THE PARENTHESIS INDICATES THE <br />WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED <br />PERCENT REDUCTION FOR GRADE 40 FIELD ADDED <br />U180. <br />REBAR. <br />6. <br />BOTTOM FIELD ADDED REBAR TO BE LOCATED AT <br />EXAMPLE: <br />THE BOTTOM OF LINTEL CAVITY. <br />T-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 <br />15 WITH 15°/ REDUCTION => 6472 85 = 5501 PLC <br />(X) = SEE SAFE LOAD TABLE NOTE #12 (X) = SEE SAFE LOAD TABLE NOTE #12 ** = SEE SAFE LOAD TABLE NOTE #5 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO <br />THE BOTTOM STEEL. <br />8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN <br />7 5/8" ACTUAL COMPOSITE LINTEL IN LIEU OF CONCRETE <br />8" MASONRY MASONRY UNITS. <br />n n 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN <br />II 1v1 II 7 5/8" ACTUAL #5 VERT WALL REINF ANALYSIS PER ACI 318 AND ACI 530 <br />8" MASONRY AT 48" O.C. U.N.O. <br />8-8UL 8-8SL 8-12SL 8-16SL 8-20SL 8-24SL 10. PRODUCT APPROVALS: MIAMI-DADE COUNTY <br />7 5/8" ACTUAL FLORIDA NOS. 08-0320.09 AND 06-0222.01. FLORIDA <br />#5 VERT WALL REIN CERTIFICATE OF PRODUCT APPROVAL NO. FL158. <br />PC LINTEL TYPES AT48' O.C. U.N.O. <br />$'MASONRY <br />11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN <br />(1) #5 CANT MID EXTERIOR CONCRETE MASONRY WALLS SHALL <br />~ HAVE A COATING OF STUCCO APPLIED IN <br />F -FILLED WITH GROUT QTY OF #6 REBAR GROUTED SOLID GROUTED SOLID co GROUTED SOLID ACCORDANCE WITH ASTM C-926 OR OTHER <br />U = UNFILLED �- AT BOTTOM OF in Cod N _ APPROVED COATING. <br />LINTEL CAVITY (r" N U ($ N U °0o U <br />� F P 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL <br />00 („ UL ' N N (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) <br />8 F 16- 1 B/ 1 T - __ • LOADS SHOULD BE CHECKED FOR THE COMBINED <br />(1) #5 CONT (1) #5 CONT - (1) #5 CONT LOADING WITH THE FOLLOWING EQUATION: <br />U-SHAPED PRECAST U-SHAPED PRECAST U-SHAPED PRECAST APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 <br />NOMINAL WIDTH ATY OF #6 REBAR CONC. LINTEL. SEE LOAD CONC. LINTEL. SEE LOAD CONC. LINTEL. SEE LOAD SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD <br />AT TOP NOMINAL HEIGHT TYPE: L1 TYPE: L2 TYPE: L3 TABLE THIS SHEET TABLE THIS SHEET TABLE THIS SHEET <br />8F16-1 B 8F16-1 B/1T 8F24-1 B/1 T <br />#6 REBAR AT TOP CLEAR OPENING < 4'-0" (U.N.O.) CLEAR OPENING < 6'-8" (U.N.O.) CLEAR OPENING < IVA" (U.N.O.) <br />/ MIN (1) REQ'D <br />NOTE: NOTE: NOTE: <br />_ SHORE PRECAST LINTEL PER SHORE PRECAST LINTEL PER SHORE PRECAST LINTEL PER <br />-- GROUT MANUFACTURER MANUFACTURER MANUFACTURER <br />Q w U RECOMMENDATIONS RECOMMENDATIONS RECOMMENDATIONS <br />U J N ! C.M.U. <br />Q z - #6 REBAR AT <br />Ln� BOTTOM OF LINTEL Oz CAVITY TYPICAL PRECAST CONCRETE <br />BOTTOM <br />REINFORCING LINTEL SCHEDULE <br />PROVIDED IN LINTEL <br />(VARIES) <br />7-5/8" ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL DESIGNATION <br />CONCRETE BEAM SCHEDULE <br />REINFORCING <br />MARK <br />SIZE <br />STIRRUPS <br />REMARKS <br />TOP <br />MIDDLE <br />BOTTOM <br />CB1 <br />8" x 24" <br />(2) #5 <br />(2) #5 <br />(1) E.F. AT MID DEPTH <br />(2) #5 <br />#3 AT 12" O.C. <br />CB2 <br />8" x 32" <br />(2) #5 <br />(4) #5 <br />(2) E.F. EQ. SPACED <br />(2) #5 <br />#3 AT 12" O.C. <br />HcElixj%yEngin J <br />STRUCTURAL DESIGN GROUP <br />1835 EDGEWATER DRIVE ORLANDO, FL. 32804 <br />PHONE: 407.24,5.8775 FAX: 407.245.8744 <br />WEIBSIITE: mcelroyeng.com <br />Firm Registration: #33835 <br />ME PROJECT NO: 1621-04 <br />"TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY <br />WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE <br />SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN <br />ACCORDANCE WITH CHAPTER 533.79 AND CFIAPTER 633." THE DRAWINGS <br />ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE <br />ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. <br />SEAL <br />Craig E. McElroy P.E. - FL No. 44741 <br />MN. <br />� <br />2 .� `ti ® off/, <br />♦ . '• d/ <br />No. 44741 ; �k <br />=-�CC <br />mo d••• STATE OF <br />�� <br />/ON <br />V <br />�Z`zz 6Z 1 <br />AdvnentHealth <br />ZEPHYRHILLS <br />ZEPHYRHILLS GENERATOR ADDITION <br />Hunton so <br />A R C H I T E C T <br />DATE SUBMISSION NO <br />12.17.21 CONSTRUCTION DOCUMENTS <br />SCHEDULES <br />PROJ. NO. H-20232.00 SHEET <br />DRAWN VMM <br />S502 <br />■ 2 ■ ■ A ■ 5 ■ ■ 7 ■ 3 ■ ` ■ 10 ■ ; ■ 12 ■ t; ■ 4 ■ 1f� <br />■ + v; ■ 17 ■ i3 ■ 19 ■ 20 <br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 <br />