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a <br />N <br />CN <br />N <br />N <br />O <br />8" CMU LINTEL SCHEDULE <br />`j �srn <br />SAFE GRAVITY LOADS (PLF) <br />SAFE LATERAL <br />LOADS (PLF) <br />SAFE UPLIFT LOADS (PLF) <br />TYPE <br />LENGTH <br />SU$ <br />8F8-06 <br />8F12-06 <br />8F16-08 <br />8F20-0B <br />8F240B <br />8F28-0B <br />8F32-OB <br />$U$ <br />SFS <br />REINF. <br />CMU* <br />MAT <br />8F12-1T <br />8F16-IT <br />8F20-IT <br />8F244T <br />8F28-IT <br />BF32-IT <br />8F8-1B <br />SF12-1B <br />8F16-19 <br />8F20-IB <br />SF24-IB <br />8F28-1B <br />8F32-1B <br />8F8-2T <br />8F12-2T <br />8F16-2T <br />8F20-2T <br />8F24-2T <br />SF28-2T <br />8F32-2T <br />2'-10" (34") PRECAST <br />2231 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />1293 <br />1642 <br />2135 <br />1972 <br />3173 <br />4460 <br />5747 <br />7034 <br />8321 <br />9608 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />1972 <br />3173 <br />4460 <br />5747 <br />7034 <br />8321 <br />9608 <br />3'-6" (42") PRECAST <br />2231 <br />3069 <br />3719 <br />5163 <br />6607 <br />8054 <br />9502 <br />10951 <br />1025 <br />1024 <br />1830 <br />1569 <br />2524 <br />3547 <br />4569 <br />5591 <br />6613 <br />7636 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />1569 <br />2524 <br />3547 <br />4569 <br />5591 <br />6613 <br />7636 <br />4'-0" (48") PRECAST <br />1966 <br />2561 <br />2751 <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />765 <br />763 <br />1365 <br />1363 <br />2192 <br />3079 <br />3966 <br />4853 <br />5740 <br />6627 <br />2693 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />1363 <br />2192 <br />3079 <br />3966 <br />4853 <br />5740 <br />6627 <br />4'-6" (54") PRECAST <br />1599 <br />1969 <br />2110 <br />2931 <br />3753 <br />4576 <br />5400 <br />6224 <br />592 <br />591 <br />1057 <br />1207 <br />1940 <br />2724 <br />3508 <br />4292 <br />5077 <br />5861 <br />2189 <br />4375 <br />6113 <br />7547 (7) <br />8672 <br />10294 <br />11809 <br />1207 <br />1940 <br />2724 <br />3508 <br />4292 <br />5077 <br />5861 <br />5'-4" (64") PRECAST <br />1217 <br />1349 <br />1438 <br />1999 <br />2560 <br />3123 <br />3686 <br />4249 <br />411 <br />411 <br />734 <br />1016 <br />1632 <br />2290 <br />2949 <br />3607 <br />4265 <br />4924 <br />1663 <br />3090 <br />5365 <br />7547 (36) <br />7342 (19) <br />8733 (19) <br />10127 (19) <br />1016 <br />1632 <br />2290 <br />2949 <br />3607 <br />4265 <br />4924 <br />5'-10" (70") PRECAST <br />1062 <br />1105 <br />1173 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />340 <br />339 <br />607 <br />909 <br />1492 <br />2093 <br />2694 <br />3295 <br />3897 <br />4498 <br />1451 <br />2622 <br />4360 <br />7168 (45) <br />6036 (s9) <br />7181 (19) <br />8328 (20) <br />929 <br />1492 <br />2093 <br />2694 <br />3295 <br />3897 <br />4498 <br />6'-6" (78") PRECAST <br />908 <br />1238 <br />2177 <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />507 <br />721 <br />483 <br />835 (12) <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />1238 <br />2177 <br />3480 <br />5381 <br />8360 <br />10394t37) <br />882504) <br />835 <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />T-6" (90") PRECAST <br />743 <br />1011 <br />1729 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />424 <br />534 <br />1 <br />357 <br />727 (23) <br />1021 <br />163402) <br />2102 pp <br />2571 po) <br />3039po) <br />3508 (9) <br />1011 <br />1729 <br />2661 <br />3898 <br />5681 <br />8467(44) <br />6472 (15) <br />727 <br />1166 <br />1634 <br />2102 <br />2571 <br />3039 <br />3508 <br />9'-4" (112") PRECAST <br />554 <br />699 <br />1160 <br />1625 <br />2564 <br />3486 <br />2818 <br />3302 <br />326 <br />512 <br />227 <br />591 <br />680 <br />1133 (15) <br />1471 (15) <br />1811 p5) <br />2152 (16) <br />2494 (is) <br />752 <br />1245 <br />1843 <br />2564 <br />3486 <br />4705(37) <br />6390(47) <br />591 <br />851 <br />1326 <br />1705 <br />2084 <br />2463 <br />2842 <br />10'-6" (126") PRECAST <br />475 <br />535 <br />890 <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />284 <br />401 <br />178 <br />530 <br />552 <br />914 (s5) <br />1185 (15) <br />1458 p5) <br />1732 (15) <br />2007 (t5) <br />643 <br />1052 <br />1533 <br />2093 <br />2781 <br />3643(38) <br />4754(45) <br />530 <br />686 <br />1183 <br />1526 <br />1865 <br />2204 <br />2544 <br />1 F-4" (136") PRECAST <br />362 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />260 <br />452 <br />152 <br />474 <br />485 <br />798 (15) <br />1034 (15) <br />1272 (15) <br />1510 (15) <br />1749 (is) <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />494 <br />599 <br />1028 <br />1422 <br />1738 <br />2053 <br />2369 <br />12'-0" (144") PRECAST <br />337 <br />540 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />244 <br />402 <br />135 <br />470 (9) <br />441 <br />723 (w) <br />936 p4) <br />1151 05) <br />1366 p5) <br />1582 p5) <br />540 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />470 <br />543 <br />928 <br />1349 <br />1649 <br />1 1948 <br />2247 <br />13'-4" (160") PRECAST <br />296 <br />471 <br />755 <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />217 <br />324 <br />109 <br />418 05) <br />373 <br />606 pq <br />783 (14) <br />962 p4) <br />1141 (4) <br />1321 (14) <br />471 <br />755 <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />428 <br />455 <br />770 <br />1145 <br />1444 <br />1718 <br />1993 <br />14'-0" (168") PRECAST <br />(168") PRECAST <br />r279424 <br />706 <br />1002 <br />1326 <br />1697 <br />2127 <br />2630 <br />205 <br />293 <br />98 <br />384 (is) <br />346 <br />559 p4) <br />723 p4) <br />887 p4) <br />105204)14'-0" <br />442 <br />706 <br />1002 <br />1 1326 <br />1697 <br />2127 <br />2630 <br />410 <br />420 <br />709 <br />1050 <br />1434 (8) <br />1694 (8) <br />1954 p) <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. <br />8" CMU LINTEL w/ 2" RECESS DOOR U-LINTEL SCHEDULE <br />CAW-4Rrn <br />SAFE GRAVITY LOADS (PLF) <br />SAFE LATERAL <br />LOADS PLF <br />SAFE UPLIFT LOADS (PLF) <br />TYPE <br />LENGTH <br />8RU6 <br />8RF6-OB <br />8RF10-OB <br />8RF14-08 <br />8RF18-OB <br />8RF22-OB <br />8RF26-OB <br />8RF30-OB <br />8RU6 <br />8RF6 <br />REINF. <br />CMU* <br />8RF6-IT <br />8RF10-IT <br />8RF14-IT <br />8RF18-IT <br />8RF22-IT <br />8RF26-1T <br />SRF30-IT <br />8RF6-1B <br />8RF10-1B <br />8RF14-1B <br />SRF18-1B <br />8RF22-1B <br />8RF26-1B <br />8RF30-18 <br />BRF6.2T <br />8RF10-2T <br />8RF14-2T <br />8RF18-2T <br />8RF22-2T <br />8RF26-2T <br />8RF30-2T <br />4-4 (52) PRECAST <br />1635 <br />1749 <br />3355 <br />3280 <br />4349 <br />5421 <br />6493 <br />7567 <br />758 <br />757 <br />1365 <br />905 <br />1748 <br />2635 <br />3522 <br />4409 <br />5296 <br />6183 <br />1891 <br />3699 <br />5206 <br />6639 <br />8060 <br />9479 <br />10893 <br />905 <br />1748 <br />2635 <br />3522 <br />4409 <br />5296 <br />6183 <br />4'-6" (54) PRECAST <br />1494 <br />1596 <br />3063 <br />2992 <br />3968 <br />4946 <br />5924 <br />6904 <br />694 <br />69 3 <br />1 <br />1249 <br />867 <br />1675 <br />2525 <br />3374 <br />4224 <br />5074 <br />5924 <br />1756 <br />3699 <br />5206 <br />6639 <br />8060 <br />9479 <br />10893 <br />867 <br />1675 <br />2525 <br />3374 <br />4224 <br />5074 <br />5924 <br />5'-8" (68") PRECAST <br />866 <br />920 <br />1770 <br />1716 <br />2277 <br />2839 <br />3402 <br />3966 <br />408 <br />407 <br />734 <br />675 <br />1301 <br />1960 <br />2618 <br />3277 <br />3935 <br />4594 <br />1167 <br />2481 <br />4567 <br />6389 <br />8060(34) <br />7917 p9) <br />9311 p9) <br />675 <br />1301 <br />1960 <br />2618 <br />3277 <br />3935 <br />4594 <br />5'-10" (70") PRECAST <br />810 <br />859 <br />1653 <br />1600 <br />2124 <br />2649 <br />3174 <br />3700 <br />382 <br />381 <br />687 <br />655 <br />1262 <br />1900 <br />2538 <br />3176 <br />3815 <br />4453 <br />1113 <br />1 2342 <br />4242 <br />6639 (lo) <br />8060(39) <br />7402 (i9) <br />8706 p9) <br />655 <br />1262 <br />1900 <br />2538 <br />3176 <br />3815 <br />4453 <br />6'-8" (80") PRECAST <br />797 <br />901 <br />1825 <br />3120 <br />5048 <br />7747 <br />9448 <br />7360 <br />595 <br />788 <br />510 <br />570 <br />1012 <br />1651 <br />2204 <br />2758 <br />3312 <br />3865 <br />901 <br />1825 <br />3120 <br />5048 <br />7915 <br />9479 <br />1089331 <br />570 <br />10 9 7 <br />1651 <br />20 <br />2 4 <br />2758 <br />3312 <br />3865 <br />„ <br />7 -6„ (90) PRECAST <br />669 <br />755 <br />1490 <br />2459 <br />3776 <br />5743 <br />7239 <br />5623 <br />509 <br />674 <br />393 <br />506 <br />797 <br />1462 (8) <br />1952 (4 <br />2442 (6) <br />2931 (6) <br />3257 <br />755 <br />1490 <br />2459 <br />3776 <br />5743 <br />8998 p9) <br />10893(o) <br />506 <br />967 <br />1462 <br />1952 <br />2442 <br />2931 <br />3421 <br />9 -8„ 116„ <br />( ) PRECAST <br />411 <br />466 <br />999 <br />1568 <br />2253 <br />3129 <br />4091 <br />3146 <br />370 <br />490 <br />227 <br />395 <br />491 <br />931 p2) <br />1301 ps) <br />1640 p5) <br />1980 p5) <br />2322 p6) <br />526 <br />999 <br />1568 <br />2253 <br />3129 <br />4150 <br />5891(44 <br />395 <br />589 <br />1135 <br />1 1514 <br />1 1893 <br />2272 <br />1 2652 <br />CODE DESIGNATION <br />F = FILLED w/ GROUT QUANTITY OF #5 FIELD <br />U = UNFILLED ADDED REBAR @ TOP <br />S=SOLID 8F16-1B/1T <br />NOMINAL WIDTH (IN.) <br />NOMINAL HEIGHT (IN.) QUANTITY OF #5 FIELD ADDED REBAR <br />@ BOTTOM OF LINTEL CAVITY <br />NOTE: G.C. TO COORDINATE LOCATION OF RECESS DOOR HEADER w/ ARCH. DWGS., TYP. <br />GENERAL NOTES FOR LINTELS: <br />MATERIALS: <br />1. fc PRECAST = 4000 PSI. <br />3 <br />2. fc GROUT = 3000 PSI w MAXIMUM AGGREGATE, TYP. <br />/ /s U <br />3. CMU PER ASTM C90 w MINIMUM NET AREA COMP. STRENGTH = 1900 PSI. <br />/ R <br />4. REBAR PROVIDED IN PRECAST PER ASTM A615 GRADE 60. <br />5. FIELD REBAR PER ASTM A615 GRADE 60. <br />6. MORTAR PER ASTM C270 TYPE M OR S. <br />STRUCTURAL NOTES: <br />1. SHORE PRECAST AT 6-0" O.C. <br />2. SAFE LOAD VALUES BASED ON NOMINAL 8" MINIMUM BEARING, TYP. <br />3. FOR COMPOSITE HEIGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT <br />LOWER HEIGHT. <br />4. FOR LENGTHS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LARGER LENGTH. <br />5. ALL SAFE LOADS ARE EXPRESSED IN POUNDS PER LINEAR FOO <br />T. <br />T. O <br />6. COMPOSITE BEAM SAFE LOADS ARE BASED ON ONE #6 FIELD REBAR IN BOTH <br />TOP AND BOTTOM. <br />7. SAFE LOADS RATINGS PER ACI 318 AND ACI 530. <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. <br />Typical Pre -Cast Lintel Schedule & Details By Cast -Crete <br />17.35 <br />4 <br />Od a d <br />SCALE: Y4' = 1'-0" <br />S/3 <br />S/3 S/3 <br />d d <br />d C d <br />O dCj <br />d d <br />NOTE: CONTRACTOR MAY SUBMIT ALTERNATE TO SC&D IN WRITING FOR APPROVAL, TYP. <br />RE LE <br />S3 <br />0 <br />4 v C v a <br />a d O <br />L BOT. L BOT. � L BOT. L BOT. <br />LA <br />Si S2 S3 CANT. <br />REBAR COVER: 1-1/2" CLEAR TO STIRRUP, TYP. (U.N.O.) <br />0 SPLICES SHOWN TO BE CLASS "B" (SMALLER BAR). <br />3Q "S/3" BASED ON GREATEST ADJACENT SPAN. <br />® PROVIDE D STIRRUPS (#3 SIZE) U.N.O. <br />Os FIRST STIRRUP @ 2" FROM FACE OF SUPPORT, TYP. <br />© ALL MEMBERS TO BE READ FROM LEFT TO RIGHT. <br />0 HOOKS TO BE STANDARD 900, TYP. (U.N.O.) <br />GABLE ROOF <br />HIP ROOF <br />3e 2e 1 2e 1 3 <br />----------------------- - <br />I i I <br />2n i 0) <br />------------- <br />3r 2r 2r i <br />O 12e <br />3r 2r 2r <br />2n O 0 2r 1 <br />1---------\_ 1 <br />3e 2e 1 2e 1 3 <br />a <br />7 <br />Component & Cladding Wind <br />Pressures for 1-story Clubhouse Building <br />Ultimate Wind Speed Vult - 139 MHP/Nominal Wind Speed: VASD = 108 MHP <br />Mean Roof Height = 22.0 Feet <br />Tributary <br />Ultimate Design Wind Pressure (LRFD) <br />Nominal Design Wind Pressure (ASD) <br />Zone <br />Area (SF) <br />Positive Pressure <br />Negative Pressures <br />Positive Pressure <br />Negative Pressures <br />1 <br />10 <br />+ 26.3 PSF <br />- 41.8 PSF <br />+ <br />15.8 PSF <br />- 25.1 PSF <br />1 <br />20 <br />+ 24.0 PSF <br />- 40.7 PSF <br />+ <br />14.4 PSF <br />- 24.4 PS F <br />1 <br />50 <br />+ 20.9 PSF <br />- 39.1 PSF <br />+ <br />12.6 PSF <br />- 23.5 PSF <br />1 <br />100 <br />+ 18.6 PSF <br />38.0 PSF <br />+ <br />11.2 PSF <br />- 22.8 PSF <br />w, <br />Q <br />f� <br />244 <br />OMA <br />3* <br />10 <br />+ 26.3 PSF <br />- 72.8 PSF <br />+ <br />15.8 PSF <br />- 43.7 PSF <br />3* <br />20 <br />+ 24.0 PSF <br />- 67.0 PSF <br />+ <br />14.4 PSF <br />- 40.2 PSF <br />3* <br />50 <br />+ 20.9 PSF <br />- 59.3 PSF <br />+ <br />12.6 PSF <br />- 35.6 PSF <br />3 <br />100 <br />+ 18.6 PSF <br />- 53.4 PSF <br />+ <br />11.2 PSF <br />- 32.1 PSF <br />3: ......, <br />- .. ... <br />+' <br />g. <br />5* <br />10 <br />+ 45.7 PSF <br />- 66.2 PSF <br />+ 27.4 PSF <br />- 39.7 PSF <br />5* <br />20 <br />+ 43.6 PSF <br />- 57.1 PSF <br />+ 26.2 PSF <br />- 34.2 PSF <br />5* <br />50 <br />+ 40.9 PSF <br />- 51.6 PSF <br />+ 24.5 PSF <br />- 31.0 PSF <br />5* <br />100 <br />+ 38.0 PSF <br />- 45.8 PSF <br />+ 22.8 PSF <br />- 27.5 PSF <br />* END ZONE a=8FT <br />2 Florida Building Code Component & Cladding Wind Design Pressures <br />g g Z17.3 <br />SCALE: N.T.S. <br />dOP BARS 5 <br />STIRRUPS <br />d <br />1 a <br />� did d <br />p (2) #4 CONT. WEB BARS <br />d @ 12" O.C. (MAX.), TYP. <br />v a 2nd LAYER AS REQ'D. <br />--- BOTTOM BARS <br />WIDTH <br />REINFORCED CONCRETE BEAM SCHEDULE <br />MARK <br />SIZE <br />TOP OF BEAM <br />ELEVATION <br />BOTTOM <br />BARS <br />TOP BARS <br />STIRRUPS <br />REMARKS <br />WIDTH <br />DEPTH <br />LEFT END <br />FULL LENGTH <br />RIGHT END <br />SIZE <br /># LEGS <br />SPACING <br />CB-01 <br />$" <br />16" <br />TRUSS BRG. <br />(2) #5 <br />---------- <br />(2) #5 <br />---------- <br />#3 <br />2 LEGS <br />6 @ 3", REST @ 8" O.C. <br />SEE DETAIL ABOVE <br />CB-02 <br />8" <br />24" <br />TRUSS BRG. <br />(2) #7 <br />---------- <br />(2) #6 <br />---------- <br />#3 <br />2 LEGS <br />6 @ 6", REST @ 12" O.C. <br />ENTRY BEAMS <br />CB-03 <br />8" <br />36" <br />VARIES <br />(2) #6 <br />---------- <br />(2) #6 <br />---------- <br />#3 <br />2 LEGS <br />6 @ 6", REST @ 12" O.C. <br />SLOPED BEAM @ ENTRY PATIO <br />CB-04 <br />8" <br />48" <br />VARIES <br />(2) #6 <br />---------- <br />(2) #6 <br />---------- <br />#3 <br />2 LEGS <br />6 @ 6", REST @ 12" O.C. <br />SLOPED BEAM @ ENTRY <br />BB-1 <br />8" <br />16" <br />FIN. FLOOR <br />(2) #4 <br />---------- <br />(2) #4 <br />---------- <br />----- <br />----- <br />---------- <br />SEE DETAIL 8/S3.00.4 <br />BB-2 <br />10" <br />16" <br />FIN. FLOOR <br />(2) #5 <br />---------- <br />(2) #5 <br />---------- <br />----- <br />----- <br />---------- <br />SEE DETAIL "8/S3.00.4" <br />RB-1 <br />8" <br />18" to 20" <br />FIN. FLOOR <br />(2) #4 <br />---------- <br />(2) #4 <br />(2 LAYERS) <br />---------- <br />----- <br />----- <br />------_-- <br />SEE DETAIL 8/S3.00.4 " <br />RB-2 <br />10" <br />18" to 20" <br />FIN. FLOOR <br />(2) #5 <br />---------- <br />(2) #5 <br />(2 LAYERS) <br />---------- <br />----- <br />----- <br />---------- <br />SEE DETAIL 8/S3.00.4 " <br />KO-1 <br />8" <br />8" <br />FIN. FLOOR <br />(2) #4 <br />---------- <br />---------- <br />---------- <br />----- <br />----- <br />---------- <br />SEE DETAIL "8/S3.00.4" <br />KO-2 <br />10" <br />8" <br />FIN. FLOOR <br />(2) #5 <br />---------- <br />---------- <br />---------- <br />----- <br />----- <br />---------- <br />SEE DETAIL "8/S3.00.4" <br />NOTES: ALL 8" DIMENSIONS ARE NOMINAL - ACTUAL SIZE IS 7%". ALL 12" DIMENSIONS ARE NOMINAL - ACTUAL SIZE IS 11%". T.O. BEAM ELEVATION = FINISHED FLOOR, TYP. (U.N.O.) <br />3' <br />17.35, <br />Reinforced Concrete &Masonry Beam Schedule <br />SCALE: N.T.S. <br />4W <br />ro <br />_0 <br />OI <br />3 <br />U <br />ro <br />v <br />0 <br />U <br />ro <br />,0 <br />.0 <br />7 <br />ro <br />ro <br />U <br />0 <br />r <br />4-+ <br />v <br />v <br />C <br />,E <br />L <br />II <br />i-0 <br />v <br />ro <br />v <br />0 <br />00 <br />C <br />G <br />, <br />E <br />ro <br />U <br />a <br />ro <br />++ <br />44 <br />�3 <br />E <br />(Ca' <br />0 <br />U <br />4r <br />U <br />0 <br />L <br />a <br />L <br />L <br />- <br />to <br />C <br />0 <br />(13 <br />a <br />H <br />C <br />ro <br />H <br />C <br />ro <br />n. <br />v <br />.0 <br />++ <br />r <br />by <br />T00 <br />V <br />v <br />3 <br />0 <br />C <br />L <br />v <br />v <br />C <br />,00 <br />C <br />W <br />C <br />.00 <br />v <br />0 <br />v <br />.0 <br />+-j <br />4. <br />0 <br />4-0 <br />3 <br />Q <br />J <br />} <br />m <br />L_ <br />FORUME <br />a. ARCHITECTURE & <br />z INTERIOR DESIGN, INC. <br />PLANR�IG I u�1RCF�iEEC1URE I �liHilOR DESIGN <br />237 S. Westmonte Drive, Suite 220 <br />Altamonte Springs, FL 32714 <br />407.830.1400 <br />www.forumarchitecture.com <br />Zephyr <br />Commons <br />f City p Y of Ze h rhills FL <br />a <br />0 <br />F C f <br />ui 2965 WEST STATE ROAD 434, SUITE 100 ■ LONGWOOD, FL 32779 <br />z TEL 407/682-2086 ■ FAX 407/682-2386 <br />2 WWW.SCD-ENG.COM <br />N <br />w ®Q��QICVC400G <br />G <br />b <br />.Q nnn <br />l� <br />N '.l <br />U <br />0 0 <br />� o <br />IL e <br />LLJ m o <br />© TAT AQ <br />OF <br />Ui <br />00 <br />W Robert C. Scroggins, P.E. <br />FL Registration No. 56158 <br />Z This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date <br />0 <br />o and/or Time Stamp shown using a digital signature. Printed copies of this document are not <br />su considered signed and sealed and the signature must be verified on any electronic copies. <br />SET DISTRIBUTIONS: <br />SHEET REVISIONS: <br />EDITED BY: RCS, TLW <br />SC&D PROJECT NO. 21-020 <br />FORUM PROJECT NO. 4097 <br />T. <br />.. <br />z <br />W Structural Sections & <br />0 <br />Details <br />I <br />W <br />z <br />co <br />W <br />H <br />U <br />W <br />I_ <br />U <br />Q <br />S17-35 <br />It <br />0 <br />LL <br />,i, <br />0 <br />