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n_ <br />FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />&MARK SIZE <br />REMARK <br />DESCRIPTION <br />1D <br />(2) 2X8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />W xH' <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BB1 <br />MASONRY <br />3000 <br />8x16 <br />— <br />(1) #5 <br />(1) #5 <br />N/A <br />— <br />GROUTED SOLID <br />BB2 <br />MASONRY <br />3000 <br />8x8 <br />— <br />(1) #5 <br />— <br />N/A <br />— <br />GROUTED SOLID <br />C61 <br />CONCRETE <br />1 3000 <br />1 8x31 <br />2 Rows <br />(2) #5 1 <br />(2) #5 <br />1 #3 <br />1 8"0. <br />1 GROUTED SOLID <br />"CAST-CRETE" SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL <br />8" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />4~114-4AfN <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />4~4~ r <br />SAFPL <br />LOAD <br />14�I�ffr <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />8U8 <br />8F8-OB <br />8F12-0B <br />8F16-0B <br />8F20-OB <br />8F24-OB <br />8F28-OB <br />8F32-OB <br />TYPE <br />LENGTH <br />8U8 <br />8F8 <br />RCMU <br />TYPE <br />LENGTH <br />8F8-1T <br />8F12-1T <br />8F16-1T <br />8F20-1T <br />8F24-IT <br />8F28-1T <br />8F32-1T <br />8F8-1B <br />8F12-1B <br />8F16-1B <br />MOAB <br />8F24-1B <br />8F2&1B <br />8F32-1B <br />8F8-2T <br />8F12-2T <br />8F16-2T <br />8F20-2T <br />8F24-2T <br />8F28-2T <br />8F32-2T <br />3'-6" (42') PRECAST <br />2231 <br />3069 <br />3719 <br />5163 <br />6607 <br />8054 <br />9502 <br />10951 <br />3'-6" (42") PRECAST <br />1025 <br />1024 <br />1598 <br />3'-6" (42") PRECAST <br />1569 <br />2655 <br />3524 <br />4394 <br />5263 <br />6132 <br />7001 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />1569 <br />2655 <br />3524 <br />4394 <br />5263 <br />6132 <br />7001 <br />4'-0" (48') PRECAST <br />1966 <br />2561 <br />2751 <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />4'-0" (48') PRECAST <br />765 <br />763 <br />1309 <br />4'-0" (48") PRECAST <br />1363 <br />2305 <br />3060 <br />3815 <br />4570 <br />5325 <br />6079 <br />2693 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />1363 <br />1 2305 <br />3060 <br />1 3815 <br />4570 <br />5325 <br />6079 <br />4'-6" (54") PRECAST <br />1599 <br />1969 <br />2110 <br />2931 <br />3753 <br />4576 <br />5400 <br />6224 <br />4'-6" (54") PRECAST <br />592 <br />591 <br />1073 <br />4'-6" (54") PRECAST <br />1207 <br />2040 <br />2707 <br />3375 <br />4043 <br />4711 <br />5379 <br />2189 <br />4375 <br />6113 <br />7547 m <br />8672 <br />10294 <br />11809 <br />1207 <br />2040 <br />2707 <br />3375 <br />4043 <br />4711 <br />5379 <br />5' 4" (64") PRECAST <br />1217 <br />1349 <br />1438 <br />1999 <br />2560 <br />3123 <br />3686 <br />4249 <br />5'-4" (64") PRECAST <br />411 <br />411 <br />745 <br />5'-4" (64") PRECAST <br />1016 <br />171411) <br />2276(4) <br />2838 <br />3399 <br />3961 <br />4522 <br />1663 <br />3090 <br />5365 <br />7547(35) <br />7342(19) <br />8733(,e) <br />10127(19) <br />1016 <br />1715 <br />2276 <br />2838 <br />3399 <br />3961 <br />4522 <br />„ <br />5-10„ (70) PRECAST <br />1062 <br />1105 <br />1173 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />5-10" (70) " PRECAST <br />340 <br />339 <br />616 <br />5-10" (70) " PRECAST <br />909 <br />1567(1s) <br />2080(13) <br />2593 (9) <br />3107 (e) <br />3620 (4) <br />4133 (3) <br />1451 <br />2622 <br />4360 <br />7168(45) <br />6036(,9) <br />7181(,9) <br />8328(2o) <br />929 <br />1567 <br />2080 <br />2593 <br />3107 <br />3620 <br />4133 <br />V-6" 78" PRECAST <br />( ) <br />908 <br />1238 <br />2177 <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />,- " " <br />6 6 (78) PRECAST <br />507 <br />721 <br />490 <br />,- " " <br />6 6 (78) PRECAST <br />835 (12) <br />1407(2e) <br />186421) <br />232918 <br />2790(,$) <br />3251(14) <br />3712(12) <br />1238 <br />2177 <br />3480 <br />5381 <br />8360 <br />1039497) <br />8825(14) <br />835 <br />1407 <br />1868 <br />2329 <br />2790 <br />3251 <br />3712 <br />" " <br />7 -6 (90) PRECAST <br />743 <br />1011 <br />1729 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />7 -6" (90)" PRECAST <br />424 <br />534 <br />363 <br />7 �- 6" (90") PRECAST <br />727 (2s) <br />1065(2e) <br />1624(31) <br />2025(2s) <br />2426(a) <br />2827(25) <br />3228(24) <br />1011 <br />1729 <br />2661 <br />3898 <br />5681 <br />8467(44) <br />6472 (15) <br />727 <br />1224 <br />1624 <br />2025 <br />2426 <br />2827 <br />3226 <br />9'4" 112" PRECAST <br />( ) <br />554 <br />699 <br />1160 <br />1625 <br />2564 <br />3486 <br />2818 <br />3302 <br />" <br />9-4„ (112) PRECAST <br />326 <br />512 <br />230 <br />9,-4„ (112) „ PRECAST <br />591 <br />708(25) <br />1136(34) <br />1474(34) <br />1815(34) <br />2157(34) <br />2500(34) <br />752 <br />1245 <br />1843 <br />2564 <br />3486 <br />4705(37) <br />6390(4n <br />591 <br />862 <br />1318 <br />1643 <br />1969 <br />2294 <br />2619 <br />10'-6" (126") PRECAST <br />475 <br />535 <br />890 <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />10'-6" (126") PRECAST <br />284 <br />401 <br />180 <br />10'-6" (126") PRECAST <br />530 <br />575 24) <br />916 (33) <br />1188(33) <br />1461(33) <br />1736(s3) <br />2011(33) <br />643 <br />1052 <br />1533 <br />2093 <br />2781 <br />3643(3s) <br />4754 (4s) <br />530 <br />695 <br />1180 (s) <br />1472 (4) <br />1763 (z) <br />2055 <br />2346 <br />11-4" (136) „ PRECAST <br />362 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />11-4" (136") PRECAST <br />260 <br />452 <br />154 <br />11 -4" (136) " PRECAST <br />474 <br />504 (23) <br />800 (3z) <br />1037(32) <br />1274(32) <br />1513(3z) <br />1753 32) <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />494 <br />607 <br />1042(,o) <br />1372(11) <br />1643 (s) <br />1915 (e) <br />2187 (5) <br />" <br />12 -0" (144) PRECAST <br />337 <br />540 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />" " <br />12 =0 (144) PRECAST <br />244 <br />402 <br />137 <br />" " <br />12'-0 (144) PRECAST <br />470 ) <br />458 23 <br />724 (31 <br />938 (32) <br />1153(32) <br />1369(32) <br />1585(32) <br />540 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />470 <br />550 <br />940 (to) <br />1302 (1s) <br />1560(13) <br />181801) <br />2075 (,o) <br />" <br />13 -4" (160) PRECAST <br />296 <br />471 <br />755 <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />" " <br />13'-4 (160) PRECAST <br />217 <br />324 <br />110 <br />� " " <br />13 -4 (160) PRECAST <br />418 ,$) <br />386 (n) <br />607 (3o) <br />785 (3o) <br />964(3o) <br />1143 3, <br />1323 (3, <br />471 <br />755 <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />428 <br />460 <br />780 (9) <br />1159(2,) <br />1418(2o) <br />165A19) <br />1887(m <br />14'-0" (168") PRECAST <br />279 <br />424 <br />706 <br />1002 <br />1326 <br />1697 <br />2127 <br />2630 <br />W-0" (168') PRECAST <br />205 <br />293 <br />100 <br />14'-0" (168") PRECAST <br />384 (1e <br />358(21) <br />560(z9) <br />724 3o) <br />889 30) <br />105430 <br />1220(3o) <br />442 <br />706 <br />1002 <br />1326 <br />1697 <br />2127 <br />2630 <br />410 <br />425 <br />717 (9) <br />1063(21) <br />1358 <br />1582(22) <br />1807 ,) <br />W-8" (176") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />14'-8" (176") PRESTRESSED <br />N.R. <br />284 <br />91 <br />14'-8" (176") PRESTRESSED <br />239 <br />334 (21) <br />520 (29) <br />672 (29) <br />825 (29) <br />978 (29) <br />1131(3o) <br />458 <br />783 <br />1370 <br />1902 <br />2245 <br />2517 <br />2712 <br />246 <br />395 <br />663 9 <br />980 (2o) <br />1303 zs <br />1518(2s) <br />1734 (zq <br />15'4" (184") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />164" (184") PRESTRESSED <br />N.R. <br />259 <br />83 <br />15'-4" (184") PRESTRESSED <br />224 <br />313 <br />486 (a) <br />627 (29) <br />769 (ze) <br />911 (29) <br />1054(z9) <br />412 <br />710 <br />1250 <br />1733 <br />2058 <br />2320 <br />2513 <br />230 <br />368 <br />616 9 <br />908 (20) <br />1240(2e) <br />1460(2-0 <br />1668 (zs) <br />17'-4" 208" PRESTRESSED <br />( ) <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />" " <br />17-4 (208) PRESTRESSED <br />N.R. <br />194 <br />64 <br />" " <br />17-4 (208) PRESTRESSED <br />187 <br />263 (19) <br />405 (zs) <br />521 � <br />638 ( <br />756 ( <br />873 <br />300 <br />548 <br />950 <br />1326 <br />1609 <br />1849 <br />2047 <br />192 <br />306 <br />606 (s) <br />740 (19) <br />1005z <br />1271(31 <br />147331) <br />19'-4" (232") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />19'-4" (232") PRESTRESSED <br />N.R. <br />148 <br />52 <br />19'-4" (232") PRESTRESSED <br />162 <br />229 (1n <br />348(25) <br />447(25) <br />547 z <br />647 <br />747 25 <br />235 <br />420 <br />750 <br />1037 <br />1282 <br />1515 <br />1716 <br />166 <br />263 <br />429 a <br />623 (1e) <br />841 <br />1059(30 <br />1227(30 <br />21'-4" (256") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />" " <br />21-4 (256) PRESTRESSED <br />N.R. <br />125 <br />42 <br />„ <br />21 � (256 } PRESTRESSED <br />142 <br />204 ,e <br />307 (23 <br />393 (23) <br />480(2s) <br />568 E4 <br />655 (24) <br />180 <br />340 <br />598 <br />845 <br />1114 <br />1359 <br />1468 <br />142 <br />232 <br />373 () <br />537 (17) <br />721 s) <br />905 (29 <br />1048 (29) <br />22'-0" (264") PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />22'-0" (264") PRESTRESSED <br />N.R. <br />116 <br />40 <br />22'-0" (264") PRESTRESSED <br />137 <br />197 (15) <br />295 (z2) <br />379 (23) <br />462 <br />546 (23 <br />630 (z3 <br />165 <br />315 <br />550 <br />784 <br />1047 <br />1285 <br />1399 <br />137 <br />223 <br />368 m <br />513 (v) <br />688 z4) <br />863 (a <br />999 <br />24'-0" (288') PRESTRESSED <br />N.R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />24'-0" (288') PRESTRESSED <br />N.R. <br />91 <br />33 <br />24'-0" (288") PRESTRESSED <br />124 <br />17904), <br />267 (2,) <br />342 (21) <br />416 (21) <br />492 (21 <br />567 (2z <br />129 <br />250 <br />450 <br />654 <br />884 <br />1092 <br />1222 <br />124 <br />202 <br />319 Ml <br />455 (,$) <br />606 (2s)1 <br />757 n 1 <br />1 876 w <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />- ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION <br />- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS <br />- PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />- PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DIVISION ACCEPTANCE #: 16-0126.03 <br />FIRST FLOOR LIFT BEAM PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />o <br />Lu <br />> <br />J <br />J <br />w <br />o <br />a <br />p <br />j <br />Ck <br />t— <br />clj <br />OlL <br />4 <br />�4 <br />A <br />w <br />;; <br />Lu <br />0 <br />4 <br />0 <br />Q <br />o <br />0 <br />[w <br />�' <br />c <br />CaN <br />A <br />r <br />S4 <br />v <br />66- <br />Lj� <br />cn <br />SUBDIV. & LOT: <br />ABBOTT <br />PARK <br />LOT #38 <br />B LK 9 <br />PROJECT# <br />04181.000- 38091 <br />MODEL: <br />3EFB <br />"'2447-ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FIRST FLOOR <br />LIFT BEAM PLAN <br />AND NOTES <br />(CAST-CRETE) <br />60 MPH EXP. C <br />PRINT 05 26 20 <br />DATE: <br />SCALE: 1/410 = 1'-0" <br />SHEET <br />S 2 <br />�771_li 7—d 6.;I,. AWITT _id bit �,If�.Ill�lN, <br />