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#5 @ 32" O.C., TYP. <br />❑ ❑ <br />❑ SEE PLAN & SCHEDULE F-1 <br />(#5 VERT. @ 32" O.C., TYP. U.N.O.) <br />F-1 <br />NOTES: <br />1. VERTICAL BAR AND FILLED CELL ALWAYS REQUIRED AT CORNERS, <br />WALL ENDS, AND EACH SIDE OF OPENINGS, TYP. <br />2. DISTRIBUTE ODD SPACES EVENLY BETWEEN CORNERS AND ❑ <br />OPENINGS, TYP. <br />3. EMBED VERTICAL REINFORCING CLASS T' LAP + 3" INTO CONCRETE. <br />WALL REINFORCING TO BE FULL BAR DEPTH + STD. HOOK INTO 8" <br />FOOTINGS, TYP. <br />4. PROVIDE 48 BAR DIAMETER LAPS INTO MASONRY WALLS FIRST <br />COARSE w/ FULL MORTAR BED, TYP. <br />5. LAY MASONRY IN RUNNING BOND, TYP. (U.N.O.) <br />Typical Masonry Wall Reinforcing <br />SCALE: %4' = 1'-0" <br />53.05j <br />STOP GROUT POUR lY2" (MIN.) BELOW <br />TOP OF MASONRY UNIT IF POUR IS <br />STOPPED FOR MORE THAN ONE <br />HOUR, TYP. <br />SEE PLANS AND DETAILS FOR <br />LOCATION AND REINFORCING <br />OF GROUTED CELLS, TYP. <br />PROVIDE 48 BAR 0 LAPS, TYP. <br />GROUT TO CONFORM TO ASTM <br />C476-83. SUBMIT MIX DESIGN FOR <br />REVIEW. MAXIMUM AGGREGATE SIZE _ <br />%" (#8). SLUMP = 8" TO 10". DO NOT <br />USE SAME MIX AS USED FOR TIE BEAMS. <br />5 <br />S3.05 <br />H <br />NOTE: <br />DO NOT GROUT UNTIL MORTAR HAS <br />SET SUFFICIENTLY TO WITHSTAND THE <br />PRESSURE OF THE GROUT. WAIT <br />MINIMUM OF 24 HOURS, TYP, <br />MAX. HEIGHT OF LIFT = 5'-0" <br />MAX. HEIGHT OF POUR = 24'-0". <br />MECHANICALLY CONSOLIDATE <br />EACH LIFT 3-5 MINUTES AFTER <br />LIFT IS POURED <br />NOTE: <br />RECONSOLIDATE THE GROUT AFTER <br />ALLOWING THE EXCESS WATER TO BE <br />ABSORBED BY THE MASONRY UNITS <br />(3 TO 5 MINUTES) <br />/- PROVIDE 4"x6" CLEANOUT HOLE @ <br />EACH REINF. CELL & REMOVE ALL <br />DEBRIS INSIDE CELLS. SEAL PRIOR <br />TO GROUTING, AFTER INSPECTION. <br />0 4 <br />a <br />d d <br />ad d <br />ad <br />d4 a <br />4 <br />d 4 d L <br />4 Q <br />a <br />Typical High Lift Grouting Detail <br />SCALE: %a" = 1'-0" <br />CODOODCKAOCRID011D <br />ALTERNATE COURSES <br />OF 8" C.M.U. <br />CONC. FILLED CELL <br />w/ VERTICAL REINF. <br />CONT. BACKER ROD & SEALANT - <br />TYP. BOTH FACES OF C.M.U. <br />�DCJ11DCHU"-i GD1Dr-0S <br />CONTROL JOINT @ 30'-0" O.C. (MAX) <br />COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS <br />NOTE: CUT LADDER REINF. @ <br />CONTROL JOINT <br />2 Control Joints in Masonry Walls <br />SCALE: %a" = P-0" <br />53.05 <br />-b- �r-d- <br />NOTE: <br />g ❑ B <br />DO NOT GROUT UNTIL MORTAR HAS <br />SET SUFFICIENTLY TO WITHSTAND <br />b I b <br />THE PRESSURE OF THE GROUT. WAIT <br />MINIMUM OF 24 HOURS, TYP. <br />SEE PLANS AND DETAILS FOR <br />LOCATION AND REINFORCING b I b <br />OF GROUTED CELLS, TYP. <br />STOP GROUT POUR 1%" (MIN.) BELOW <br />TOP OF CONCRETE MASONRY UNIT. <br />CONSTRUCT NEXT 5'-0" OF WALL AFTER <br />PROVIDE 48 BAR 0 LAPS, TYP. <br />LOWER SECTION IS GROUTED, TYP. <br />MAX. HEIGHT OF LIFT = 5-0" <br />GROUT TO CONFORM TO ASTM NOTE: <br />:476-83. SUBMIT MIX DESIGN FOR RECONSOLIDATE THE GROUT AFTER <br />:EVIEW. MAXIMUM AGGREGATE SIZE = ALLOWING THE EXCESS WATER TO B <br />8" (#8). SLUMP = 8" TO 10". DO N07 ABSORBED BY THE MASONRY UNITS <br />)SE SAME MIX AS USED FOR TIE BEAMS. (3 TO 5 MINUTES) <br />a 4 <br />a <br />d d <br />�d d dd <br />°4 a <br />4 <br />d d 1 <br />� d c <br />a <br />Typical Low Lift Grouting Detail <br />6 <br />S3.05 <br />SCALE: 3/4" = 1'-0" <br />8" CMU LINTEL SCHEDULE <br />4^mr-4444'ri <br />SAFE GRAVITY LOADS (PLF) <br />SAFE LAT RAL LOADS (PLF) <br />SAFE UPLIFT LOADS (PLF) <br />TYPE <br />LENGTH <br />SUS <br />8F8-OB <br />SFi2-OB <br />8Fi6-OB <br />8F20-OB <br />8F24-OB <br />SF28-OB <br />8F32-OB <br />SUS <br />8F8 <br />REINF. <br />CMU" <br />8FS-iT <br />8F12-iT <br />BF16-IT <br />8F20-iT <br />8F24-iT <br />8F28-iT <br />8F32-iT <br />8F8-1B <br />8F12-i8 <br />8Fi6-18 <br />8F20-iB <br />8F24-16 <br />8F28-16 <br />8F32-iB <br />8F8-2T <br />8F12-2T <br />8F76-2T <br />8F20-2T <br />8F24 2T <br />8F28-2T <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 />11609 <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 />1 6613 <br />7636 <br />4'-0" (48") PRECAST <br />1966 <br />2561 <br />2751 <br />3820 <br />4690 <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 />59T <br />1057 <br />1207 <br />1940 <br />2724 <br />3508 <br />4292 <br />5077 <br />5861 <br />2189 <br />4375 <br />6113 <br />7547 (n <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 (t9) <br />8733 (i9) <br />10127 Q9) <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(t9) <br />7181 (is) <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 />10394(37) <br />8825 p4) <br />835 <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />„ <br />7'-6" (90) PRECAST <br />743 <br />1011 <br />1729 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />424 <br />534 <br />357 <br />727 (23) <br />1021 <br />1634 p2) <br />2102 pp <br />2571 no) <br />3039 Oo) <br />3508 p) <br />loll <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 p5) <br />1471 (,5) <br />1811 O5) <br />2152 (16) <br />2494 (s5) <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 />„ <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 />176 <br />530 <br />552 <br />914 0s) <br />1185 p5) <br />1458 (15) <br />1732 p5) <br />2007 (is) <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 />11'-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 (15) <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 />1 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 (14) <br />936 (14) <br />1151 (15) <br />1366 (15) <br />1582 (15) <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 />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 (15) <br />373 <br />606 (14) <br />783 (14) <br />962 (14) <br />1141 (14) <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 />„ <br />14-0 (168) PRECAST <br />279 <br />424 <br />706 <br />1002 <br />1326 <br />1697 <br />2127 <br />2630 <br />205 <br />293 <br />98 <br />384 Os) <br />346 <br />559 (14) <br />723 Oa) <br />887 O4J <br />1052 p4) <br />1218 p4) <br />442 <br />706 <br />1002 <br />1326 <br />1697 <br />2127 <br />2630 <br />410 <br />420 <br />709 <br />1050 <br />1 1434 (eJ <br />1694 (8)1 <br />1954 p) <br />9 <br />S3.05 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. <br />Typical Pre -Cast Lintel Schedule & Details By Cast -Crete <br />SCALE: 3/4' = 1'-0" <br />NOTE: CONTRACTOR MAY SUBMIT ALTERNATE TO SC&D IN WRITING FOR APPROVAL, TYP. <br />3 <br />S3.05 <br />TYPICAL #9 GA. WIRE TRUSS OR <br />LADDER REINF. FOR ALL C.M.U. WALLS, <br />SPACED AT 1'4' c/c VERTICALLY. <br />ADDITIONAL LAYERS ABOVE AND BELOW <br />WINDOW AND/OR DOOR OPENINGS, TYP. <br />MINIMUM 6: LAP SPLICES <br />ALL LADDER REINF. TO CONTINUE-' <br />TO ENDS OF WALLS & INTERSECTIONS <br />CONC. FILLED CELL w/ <br />VERTICAL REINF. EXTENDING <br />THRU BEAM. TYPICAL THIS <br />PROJECT. <br />Typical Masonry Wall Intersection <br />& Corner Reinforcing Detail <br />SCALE: Y4' = P-0" <br />�w <br />T & B BARS, AS <br />SHOWN IN BEAM <br />T & B BARS, AS - <br />SHOWN IN BEAM <br />v <br />.J <br />4-1 <br />ro <br />4-1 <br />IA <br />ro <br />_0 <br />IJ. <br />C <br />+r <br />2 L-BA <br />4.0 <br />,3 <br />U <br />C <br />ro <br />U <br />0 <br />U <br />U L <br />U <br />ro <br />CONC. FILLED CELL w/ VERTICAL <br />>, <br />REINF. EXTENDING THRU BEAM. <br />4-1 <br />TYPICAL THIS PROJECT. <br />L <br />0 <br />0 <br />ro <br />ro <br />U <br />0 <br />IU <br />L <br />Typical Masonry Beam Intersection <br />00"0q. & Corner Reinforcing Detail <br />C <br />S3.05SCALE: 3/a" = 1'-0" Sw <br />*' <br />t^ <br />7%" 7%11 ro <br />• 2-#4 CONT. 0 <br />00 - - 00 - - U <br />145 CONT. >� <br />C <br />KO-1 KO-1 (ALTERNATE) <br />WINDOW C <br />8" or 12" CMU OPENING <br />-i�r-� WALL BEYOND - 7�" 7�" E <br />VERT. REINF. IN SOLID ; G <br />p Z I GROUTED CELL ADJACENT TO _ <br />oz <br />o Z I I OPENINGS, TYP. (U.N.O.) O Z ? o <br />zQ I za - - G <br />�D O =� 2-#4 CONT. �D O � 1-#5 CONT. <br />O O V TOP & BOT. v TOP & BOT. <br />T.O. CMU -- - - <br />SEE ARCH. e o <br />° <br />BB-1 BB-1 (ALTERNATE) a <br />"KO-1" IN 8" CMU or "KO-2" IN 0. <br />12" CMU UP TO 10`-0" WIDE ; 75/" @ RB-I ro <br />OPENING. EXTEND 4" MIN. I]%" @ RB-2 CONC. CAP 7/„ CONC. CAP 0 <br />POURED w/ BEAM POURED w/ BEAM i <br />INTO VERT. FILLED CELL, TYP. <br />CONT. LATH TO RETAIN Q 2-#4 CONT. IN CAP Q 1-#5 CONT. +j <br />GROUT IN UPPER COARSE, TYP. o (2-#5 CONT. @ RB-2) = o - IN CAP j <br />\ O-' N O J <br />VERT. REINF. PER PLAN w/ Z O O Z V O TOP BOT. 0. <br />STD. HOOK @ TOP INTO -- --- <br />BOND BEAM, TYP. 2-#4 CONT. TOP & O <br />BOT. (245 CONT. U <br />RB-1/RB-2 TOP &BIT. @ RB-2) RB-1 (ALTERNATE) U <br />7 Typical Bond Beam @ Window Sill g <br />S3.05 SCALE: %4' = 1'-0" 53.05 <br />8" CMU LINTEL w/ 2" RECESS DOOR U-LINTEL SCHEDULE <br />C^='r-�ft�'n <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-OB <br />8RF18-OB <br />8RF22-OB <br />8RF26-08 <br />BRF30-OB <br />8RU6 <br />8RF6 <br />REINF. <br />CMUir <br />8RF6-iT <br />8RF10-IT <br />8RF14-lT <br />SRF18-iT <br />SRF22-IT <br />8RF26-IT <br />8RF30-IT <br />8RF6-1B <br />8RF10-iB <br />8RFi4-1B <br />SRFi8-iB <br />8RF22-1B <br />8RF26-16 <br />8RF30-16 <br />8RF6-2T <br />8RF10-2T <br />8RFi4-2T <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 />693 <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 />406 <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 (t9) <br />9311 (19) <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 />2342 <br />4242 <br />6639 (lo) <br />8060(39) <br />7402 (t9) <br />8706 (i9) <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 />10893(32) <br />570 <br />1097 <br />1651 <br />2204 <br />2758 <br />3312 <br />3865 <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 (7) <br />2442 (6) <br />2931 (6) <br />3257 <br />755 <br />1490 <br />2459 <br />3776 <br />5743 <br />899809) <br />10893(48) <br />506 <br />967 <br />1462 <br />1952 <br />2442 <br />2931 <br />3421 <br />9'-8" 116" PRECAST <br />( ) AS <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 (12) <br />1301 O5) <br />1640 (t5) <br />1980 (t5) <br />2322 p6) <br />526 <br />999 <br />1568 <br />2253 <br />3129 <br />4150 <br />5891 (47) <br />395 <br />589 <br />1135 <br />1 1514 <br />1893 <br />2272 <br />2652 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. <br />GENERAL NOTES FOR LINTELS: <br />MATERIALS: <br />i. f c PRECAST = 4000 PSI. <br />2. fc GROUT = 3000 PSI w/ %" MAXIMUM AGGREGATE, TYP. <br />3. C.M.U.'s PER ASTM C90 w/ MINIMUM NET AREA COMPREHENSIVE STRENGTH = 1900 PSI. <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 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 FOOT. <br />6. COMPOSITE BEAM SAFE LOADS ARE BASED ON ONE #6 FIELD REBAR IN BOTH TOP AND BOTTOM. <br />7. SAFE LOADS RATINGS PER ACl 318 AND ACI 530. <br />CODE DESIGNATION <br />W <br />0 <br />Masonry Beam Sections <br />H <br />SCALE: 3/4' = 1'-0" <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 />L <br />0 <br />4-1 <br />U <br />4: <br />Q) <br />a <br />ro <br />C <br />ro <br />a <br />C <br />00 <br />v <br />3 <br />0 <br />L <br />v <br />C <br />C <br />W <br />C <br />0 <br />4. <br />0 <br />.0 <br />C <br />W <br />3 <br />a <br />J <br />} <br />m <br />O <br />W <br />: FORUME <br />❑3 <br />2 <br />ARCHITECTURE & <br />z INTERIOR DESIGN, INC. <br />i PLAN <br />NING I ARCHITECTURERIO I WiERDEW3N <br />V) <br />W <br />0 <br />W 237 S. Westmonte Drive, Suite 220 <br />z Altamonte Springs, FL 32714 <br />m 407.830.1400 <br />W <br />ry <br />� www.forumarchitecture.com <br />U <br />Zephyr <br />Commons <br />I- City of Zephyrhills, FL <br />L <br />0 <br />o -f I <br />o i - <br />o ... <br />ui 2965 WEST STATE ROAD 434, SUITE 100 . LONGWOOD, FL 32779 <br />o TEL 407/682-2086 ■ FAX 407/682-2386 <br />N WWW.SCD-ENG.COM <br />w �pp90V004fl�00 <br />F � o <br />U � <br />0 o m <br />00 <br />� o 0 <br />0- <br />uj e <br />z o 22 0 <br />o O TAT OF <br />ORM <br />z ° NAL <br />W Robert C. Scroggins, P.E. <br />F 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 />and/or Time Stamp shown using a digital signature. Printed copies of this document are not <br />Fconsidered signed and sealed and the signature must be verified on any electronic copies. <br />SET DISTRIBUTIONS: <br />12/16/2021 OWNER REVIEW SET <br />02/17/2022 PERMIT SET <br />U <br />W <br />to <br />W <br />0 <br />0 <br />W <br />} <br />J <br />Z <br />O <br />0 <br />W <br />N <br />N <br />W <br />a <br />z< <br />Z <br />a <br />U <br />Z <br />Z <br />W <br />W 0 SHEET REVISIONS: <br />Z <br />EDITED BY: RCS, TLW <br />SC&D PROJECT NO. 21-020 <br />FORUM PROJECT NO. 4097 <br />W Structural Sections & <br />0 <br />Details <br />W <br />z <br />o5 <br />W <br />w <br />i_ <br />U <br />S3.05 <br />0 <br />iL <br />n <br />