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ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST 3E REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + APPLIED HORIZONTAL LOAD < 1.0 VERTICAL LOAD SAFE HORIZONTAL LOAD - 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift &Lateral Loads 4A=-C 4" SAFE LOAD - POUNDS PER LINEAR FOOT YpE 8F8-OB 8F12.0B 8F16-0B 8F20-OB 8F24-08 8F28-OB 8F32-OB LENGTH 8U8 0-0 8F12-1B 8F16-1B BF20-1B 8F24-1B 8F28-1B 8F32-I8 3069 4605 6113 7547 8974 10394 11809 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 3719 5163 6607 8054 9502 10951 3'-6" (42") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 2561 2751 3820 4890 5961 7034 8107 4'-0" (48") PRECAST 1966 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 78672 10294 11809 1349 1438 1999 2560 3123 3686 4249 5'-4" (64") PRECAST 1217 1663 3090 5365 7547 36 7342 19 8733 19 10127 14 1105 1173 1631 2090 2549 3009 3470 5'-10" (70") PRECAST 1062 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 Q 8825 14 7-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 13898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 475 643 1052 1533 2093 2781 3643 38 4754 45 582 945 1366 1846 2423 3127 4006 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 540 873 1254 1684 2193 2805 3552 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 424 706 1002 1326 1697 2127 2630 14'-0" (168") PRECAST 279 q42 706 1002 1326 1 1697 2127 12630 NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED N.R. 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N R NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 174' NR NR NR NR NR NR NR (208") PRESTRESSED N.R. 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 1 315 1 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 1 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAM -4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-OB 8RF10-0B 8RF14-08 BRF18-OB RF22-OB RF26-OB RF30-0B LENGTH 8RU6 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-IB 4'4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 901 1825 3120 5048 7747 9448 17360 6'-8" (80") PRECAST 797 901 1825 3120 5048 1 7915 9479 110893 32 755 1490 2459 3776 5743 7239 5623 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48 466 999 1568 2253 3129 4091 3146 9'-8" (116") PRECAST 411 526 1 999 r1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Cs�4#"M SAFE LOAD ''"� ■ -PLF TYPE 8U8 8F8 REINF. LENGTH CMU 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'4" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'4' (52") PRECAST 758 757 1365 (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4"V44194rrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-IT 8F32-IT LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 15740 6627 1363 2192 3079 13966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 '4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9' 4" (112") PRECAST 591 680 113 15 1471 15 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 IV-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 12247 41815 373 606 14 783 14 962 14 114114 1321 14 IT-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 (13A 767 13 909 13 1052 13 230 364 609 897 1224 g 1562 14 1801 14 1T-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 2V-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 1 3935 4594 675 1301 1960 2618 3277 3935 4594 5-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 (151 1980 15 2322 16 395 589 1135 1514 1893'1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL BOXED `- - � LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU��tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAM -4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-OB 8RF10-0B 8RF14-08 BRF18-OB RF22-OB RF26-OB RF30-0B LENGTH 8RU6 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-IB 4'4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 901 1825 3120 5048 7747 9448 17360 6'-8" (80") PRECAST 797 901 1825 3120 5048 1 7915 9479 110893 32 755 1490 2459 3776 5743 7239 5623 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48 466 999 1568 2253 3129 4091 3146 9'-8" (116") PRECAST 411 526 1 999 r1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Cs�4#"M SAFE LOAD ''"� ■ -PLF TYPE 8U8 8F8 REINF. LENGTH CMU 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'4" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'4' (52") PRECAST 758 757 1365 (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4"V44194rrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-IT 8F32-IT LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 15740 6627 1363 2192 3079 13966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 '4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9' 4" (112") PRECAST 591 680 113 15 1471 15 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 IV-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 12247 41815 373 606 14 783 14 962 14 114114 1321 14 IT-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 (13A 767 13 909 13 1052 13 230 364 609 897 1224 g 1562 14 1801 14 1T-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 2V-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 1 3935 4594 675 1301 1960 2618 3277 3935 4594 5-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 (151 1980 15 2322 16 395 589 1135 1514 1893'1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL BOXED `- - � LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU��tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Cs�4#"M SAFE LOAD ''"� ■ -PLF TYPE 8U8 8F8 REINF. LENGTH CMU 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 T-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7'-6" (90") PRECAST 424 534 357 9'4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'4" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'4' (52") PRECAST 758 757 1365 (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4"V44194rrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-IT 8F32-IT LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 15740 6627 1363 2192 3079 13966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 '4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9' 4" (112") PRECAST 591 680 113 15 1471 15 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 IV-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 12247 41815 373 606 14 783 14 962 14 114114 1321 14 IT-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 (13A 767 13 909 13 1052 13 230 364 609 897 1224 g 1562 14 1801 14 1T-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 2V-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 1 3935 4594 675 1301 1960 2618 3277 3935 4594 5-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 (151 1980 15 2322 16 395 589 1135 1514 1893'1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL BOXED `- - � LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU��tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'4' (52") PRECAST 758 757 1365 (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4"V44194rrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-IT 8F32-IT LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 15740 6627 1363 2192 3079 13966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 '4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9' 4" (112") PRECAST 591 680 113 15 1471 15 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 IV-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 12247 41815 373 606 14 783 14 962 14 114114 1321 14 IT-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 (13A 767 13 909 13 1052 13 230 364 609 897 1224 g 1562 14 1801 14 1T-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 2V-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 1 3935 4594 675 1301 1960 2618 3277 3935 4594 5-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 (151 1980 15 2322 16 395 589 1135 1514 1893'1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL BOXED `- - � LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU��tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4"V44194rrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-IT 8F24-IT 8F28-IT 8F32-IT LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 15740 6627 1363 2192 3079 13966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-4' 1016 1632 2290 2949 3607 4265 '4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9' 4" (112") PRECAST 591 680 113 15 1471 15 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 IV-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 12247 41815 373 606 14 783 14 962 14 114114 1321 14 IT-4" (160") PRECAST 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 (13A 767 13 909 13 1052 13 230 364 609 897 1224 g 1562 14 1801 14 1T-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1057 14 1225 14 2V-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 7 756 12 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 1 3935 4594 675 1301 1960 2618 3277 3935 4594 5-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 (151 1980 15 2322 16 395 589 1135 1514 1893'1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL BOXED `- - � LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU��tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-IT 8RF26-IT 8RF30-1T LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 867 1675 2525 3374 4224 5074 5924 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 1 2618 3277 1 3935 4594 675 1301 1960 2618 3277 3935 4594 5-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 1 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 931 12 1301 15 1640 (151 1980 15 2322 16 395 589 1135 1514 1893'1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL BOXED `- - � LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU��tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 v v UNIT '2382 - 1ST FLOOR PLAN 1/411 /4" = 1 '-0" Y 7 4 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS '110- o > D > D _ P _ D O O O O 8F16-1B/1T 8RF14-1B/OT 0 0 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL BOXED `- - � LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU��tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) 11 8" PRECAST LINTEL W/ (1) #5 HOR CONT BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1) #5 CONT HOR 000 BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL BOXED `- - � LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU��tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1 1/2" CLEAR C.M.U. Ln _ � J w U - w a #5 REBAR AT o x J a ° BOTTOM MIN. (1) Q U- Ln REQ'D z0 o w ° ° 16 GAUGE POWERS F- i Y 3: " STEEL BOXED `- - � LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D WGROUT 1/2" CLEAR C.M.U. 00 LnREBAR AT BOTTOM LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/lT NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY T OF #5 REBAR AT TOP 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU��tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) 04 co LO LO z ~ z= O 0 LL w >Mj co - 11 6 - t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU��tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT) t I, N N .g i G W 0 Z Q f+ N Cl) to V n -0_L° M O � o O � O^ � Q .N w Q� N n` � N c W L � E M .' o w � w O H H~ d' 'J �'�~Z� � (.9w ¢O�-�NO'3WN�VOO�O Q H C1 �9O OEOOmoZ�U � p ~ �waw-nw'LU��tr¢p � p O �Qn.O�zxOZZ OwU�a � � z Q~pw �wo2c��Q oa o o Q�Q�¢ O O N Z O� 0�t'70 Q M Q Q 00 Z V I- Z W J O O N N O N N r O 1, k O CO o0 O O O O O CD Co O O CD CDN N' N N N N N C� DO' 6t7 00 M r O M ` d- � O O O O b 0 V- T-CD - 0 0 .L .^ j coQ 0 0 0 0 0 u J r- CV M d- LO GO f1- Z z 20 W (n W O Uo�a � U 0�Q Q Z wofF- H Q �moz f=F- = Z N v Z M Z � M �zzU- M w N O��z � z �QO Z OU � O co Q z Z w W " N O (:) LAST PLOT PATE .. Apr. 11, 22 O STRUCUTRAL _J DETAILS B (LEFT)