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HomeMy WebLinkAbout1st Floor Framing Plan DIAPHRAGM SCHEDULE TIE-BEAM SCHEDULE revisions DIAPHRAGM NAILING REINFORCING #3 HOOP5 no. date SHEATHING PANEL FRAMING DIAPHRAGM ZONE I ZONE 2 ZONE 3 MARK SIZE TOP MID BTM OR STIRRUP5 REMARKS LOCATION PANEL GRADE THICKNE55 5PACING BOUNDRIE5 EDGE INTER. EDGE INTER. EDGE INTER. REMARKS UPDATE 6-7-21 TYPICAL MASONRY BOND BEAM GONT SGU SQUARERE OFF GARAGE WALL ROOF APA RATED 5HEATHING UNLE55 NOTED OTHERWISE PALM EXP05URE I, OR EQUAL 24"O/G IOd IOd IOd IOd IOd IOd IOd BLOCKED A5 BB-1 6x16 1#5 - - NONE READ. (2)COURSES FILLED REV#2 5-6-21 PRE-ENGINEERED WOOD GRANGE TO MONO FTG TRU55E5 6 24" O/G BEACH 5PAN RATING 40/20 Iq/32" MAX. 6"O/c 6"O/C 6"O/C 6"O/C 6"O/C 4"O/C 4"O/G 5HOWN ON PLAN MASONRY BOND BEAM CONT. BB-2 6x16 1#5 - 1#5 NONE READ. (2)COURSES FILLED REV#3 1/1/22 APA RATED 5HEATHING 5EGONO 5TURO-I-F BLDG GMT5 - PERMIT # 2110-0662LOOR, OR EO. 24"O/G IOd IOd IOd GLUED AND BLOCKED CA57CRETE HIGH STRENGTH LINTEL FLOOR 5PAN RATING 46/24 25/32" MAX. 6"O/c 6"0/C 10"O/C A5 5HOWN ON PLAN REV#4 1/25/22 (I) LAYER OF EITHER: APA RATED 5HEATHING NAIL CORNER STUDS L-1 6x16 1#5 - 1#5 NONE READ. (2)COUR555 FILLED BLDG GMT5 - PERMIT # 2110-0652 � 1/2" GYPSOM BOARD, EXT EXPOSURE I, OR EQUAL 16"O/c IOd /Od IOd AT 4"0/C MAX. TYPICAL GA5TCRETE HIGH 5TRENGTH LINTEL 15/52" WOOD 5TRUGTURAL PANEL WALL 5PAN RATING 40/20 Iq/32 MAX. 4"O/C 4"O/C 6"O/C BLOCK FREE E0GE5 L-2 6x61 1#5 - 1#5 NONE READ. ALL COUR5E5 FILLED OR I/2" PARTICLEBOARD 1)ALL NAILS TO BE OF RIN69HANK VARIETY UNLE55 NOTED OTHERWISE. CA57CRETE HIGH 5TRENGTH LINTEL d e S In e d P�tR L-3 6x26 1#5 - 1#5 NONE READ. ALL COUR5E5 FILLED d r a W n PAR GA5TCRETE HIGH 5TRENGTH LINTEL c h e c ke d 55/PAR GYPSUM WALLBOARD CEILING L-4 6x14 1#5 - 1#5 NONE READ. ALL COUR5E5 FILLED date 12/31/20 CA57CRETE HIGH 5TRENGTH LINTEL L-5 6x26 1#5 - 1#5 NONE READ. ALL COUR555 FILLED Sca I e 1/4" = P-O"(U.N.0) A D RAFTSTO P DETAIL - CA57CRETE HIGH 5TRENGTH LINTEL job no. 20-0033 . DUH L-6 6x24 1#5 1#5 NONE READ. ALL COUR5E5 FILLED J A2 3/4" = 1'-0" PER FBG-R 2010 5EG 502.12 CA57CRETE HIGH 5TRENGTH LINTEL L-7 6x21 1#5 - 1#5 NONE READ. ALL COUR5E5 FILLED CA5TCRETE HIGH 5TREN07H LINTEL 1 6 L-6 6x34 1#5 - 1#5 NONE REOD. ALL COUR5E5 FILLED QLA G2 BB-1 S2.1 S2.1 HB QUANTUM ENGINEERING ASSOCIATES INC. O G I I L_8 Strnctui a!Engineering&Cost Segi egation O 6415 LAKE WORTH ROAD 00 00 O II F — — O O =_ _O 00 — _ 0 L-PJ SUITE 105 O G2 a GREENACRES, FLORIDA 33463 ® O II �_ OO O L-B WWW.QEASSOCIATES.COM 0 I O P . wD. LE G —— _ 00_ G2 O I 0 O O G2 II I R �� 00 0 P E EN INEERED ' oil D R IF — ___ T USS S @ 4110/ T PI AL G2 � p O RAIN DIVERTER o I �� 0 I Shawn M. Stambaugh, PE G2 �� O �p y FL. LIC. 61850 - C.A. 26210 18" P PR ENG NEE ED W 5 _ O II _ I F R TR SSE @ 241 0/C TYPI AL p0 v O / ILL _J 4 G2 1 III i 00 0 Q s2.1 II G� 0 c) S2.1 TOP OF LL ® '-0" A.F. . STE L GOLU _ ' p �; , I I (3)2x6 5 UDS UND R G.T.L / c� O 11 � �w ATric a6cc. G O G2 S2.1 orLR- 1_RDER 55 S2. �°jp 6 __ S2.1 W I --—-- ' Q G2 0 N L hl�G•LT. A — _ — — x R` (3)2 STUDS NDER G. . / p � 0 OP OF LL ® 8' O" A.F.F 0 0 o I W __ w c , 2.1 2o S2.1 1 S S21 � 0 tY I 4x PT 0 S2.1 T F.OP OF WALL ® I \ / I �1 LL LU 3 �p G� 2 IIW I / I 2.1 ` pp; 13 Z Z O 2.1 G4 S2.1 011� S2.1 TOP OF WALL ® 5'-0" A F.F. S2 1 @e e U) O II I /� 2 g � �� Qr Cn w o p S2. S2.1 p W J U ` 0 G4 O O _ O LU O 1 o z U)I) -- 015 S2.1 16 project2.1S2.1 0 PROVIDE Sx8 UNFILLED LINTEL OVER VENT TO.B.B. TO.B.B IIII I/ O L= PT. HD. LEDGER \ I O gg RAIN DIVERTER O ' — , O 0 00 —===—= = gip 6 _ v 17'-6" T.O.B.B. G� ' OO O L-s O S2.1 1 g J �- 17'-6" T.O.B.B O L-1 G2 G� 17 L-s U J 5 S2.1 W 1 O SAFE LATERAL LOADS FOR L+ _ G2 G� E, PizEGAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 4 PRESTRESSED U-LINTELS S2 1 S2 1 SAFE GRAVITY LOADS FOR 8" PRECAST $ PRESTRESSED U-LINTELS d O S2.1 C_W/► SAFE LOAD 4^W-4 C_�/► U 44rn ^����-��fern SAFE LOAD - POUNDS PER LINEAR FOOT "-��fern SAFE LOAD - POUNDS PER LINEAR FOOT PLF ROVIDE 5x8 UNFILLED LINTEL OVER VENT W TYPE 8U8 8f8 REINF. TYPE -1T SF12-1T 8f16-1T 8f20-1T 8f24-1T 8F28-iT 8F32-iT TYPE 8U8 8f8-OB 8F12-OB 8F16-OB 8F20-OB BF24-OB 8F28-OB 8F32-OB U1 �7 LENGTH CMU LENGTH 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T LENGTH 8F8-1B 8F12-18 8F16-18 8F20-18 8F24-1B BF28-1B 8F32-1B z 2'-10"(34") PRECAST 1293 1642 2135 2'-10"(34 PRECAST 2'-10"(34") PRECAST 2231 1972 3173 4460 5747 7034 8321 9608 3069 4605 6113 7547 8974 10394 11809 Z 1972 3173 4460 5747 7034 8321 9608 3069 4605 6113 7547 8974 10394 1 11809 Ur ILL 2524 3547 4569 5591 6613 7636 3069 3719 5163 6607 8054 9502 10951 S-6" (42") PRECAST 1025 1024 1830 3'-6" (42' PRECAST 3'-6" (42") PRECAST 21231 Q 1569 2524 3547 4569 5591 6613 7636 3069 4605 6113 7547 8974 10394 11809 (n 1363 2192 1 3079 3966 1 4853 5740 1 6627 2561 2751 3820 4890 5961 7034 8107 W 4'-0" (48") PRECAST 765 763 1365 4'-0" (48' PRECAST 4'-0" (48") PRECAST 1966 1363 2192 3079 3966 4853 5740 6627 1 2693 4605 6113 7547 8974 10394 11809 1207 1940 2724 3508 4292 5077 5861 1969 2110 2931 3753 *76 54M 6224 4'-6" (54") PRECAST 592 591 1057 4'-6" (54'� PRECAST 4'-6" (54") PRECAST 1599 1207 1940 2724 3508 4292 5077 5861 2189 4375 6113 7547(7) 8672 10294 11809 z 2 N D FLOOR 1632 2290 2949 3607 4265 4924 1349 1438 1999 2560 3123 3686 4249 0 FRAMING PLAN 5'-4" (64") PRECAST 411 411 734 5'-4" (64 PRECAST 1016 1632 2290 2949 3607 4265 4924 1ST F L00 RF RAM I N G PLAN 5'-4" (64") PRECAST 1217 1663 3090 5365 7547(36) 7342(19) 8733(19) 1012119 50ALE : 1/4" = 1'-0" 909 1492 2093 2694 3295 3897 4498 1105 1173 1631 2090 2549 3009 3470 LJJ 929 1492 2093 2694 3295 3897 4498 5'-10"(70") PRECAST 340 339 607 5'-10"(70 PRECAST SCALE : 1/4" = 1'-0" 5'-10"(70") PRECAST 1062 0 1451 2622 4360 7168(45) 6036(19) 718119) 8328(20 835(12 6'-6" 1340 1880 2419 2959 3498 4038 1238 2177 3480 3031 3707 4383 5061 6'-6" (78") PRECAST 507 721 483 6'-6" (78 PRECAST 835 1340 1880 2419 2959 3498 4038 (78") PRECAST 908 1238 2177 3480 5381 8360 10394(37) 8825(14) 727(23 1021 1634(12 2102(11 2571(10 3039(10 3508(9 1011 1729 2632 2205 2698 3191 3685 7'-6" (9D") PRECAST 424 534 357 7'-6" (907 PRECAST 727 1166 1634 2102 2571 3039 3508 7'-6" (9D") PRECAST 743 loft 1729 2661 3898 5681 8467(44) 6472(15 591 680 1133(15 1471(15 1811(15 2152(16 2494(15 9'-4" 699 1160 1625 2564 306 2818 3302 9'-4" (112') PRECAST 326 512 227 9'-4" (112") PRECAST 591 851 1326 1705 2084 2463 2842 (112") PRECAST 554 752 1245 1843 2564 3486 4705(37) 6390(47 10'-6"(126') PRECAST 284 401 178 10'-6"(126") PRECAST 530 552 914(15 1185(15 1458(15 1732(15 2007(15 10'-6"(126") PRECAST 475 535 890 1247 2093 2777 2163 2536 530 686 1183 1526 1865 2204 2544 643 1052 1533 2093 2781 3643(38) 4754(45 474 485 798(15 1034(15 1272(15 1510(15 1749(15 582 945 1366 1846 2423 3127 4006 11'-4"(136') PRECAST 260 452 152 11'-4"(136") PRECAST 11'-4"(136") PRECAST 362 494 599 1028 1422 1738 2053 2369 582 945 1366 1846 2423 3127 4006 470 (9 441 723(14 936(14 1151(15 1366(15 1582(15 540 873 1254 1684 2193 2805 3552 FLOOR & ROOF 12'-0"(144') PRECAST 244 402 135 12'-0"(144") PRECAST 470 543 928 1349 1649 1948 2247 12'-0"(144") PRECAST 337 540 873 1254 1684 2193 2805 3552 4428 455 6770 7845 962 4 11718 1321(14 471 755 1075 1428 1838 2316 2883 FRAMING PLANS 13'-4"(160") PRECAST 217 324 109 13'-4"(160") PRECAST a2s a55 77o tta5 1444 17t8 1993 13'-4"(160") PRECAST 296 471 755 1075 1428 1836 2316 2883 384(15 346 559(14 723(14 887(14 1052(14 1218(14 424 706 1002 1326 1697 2127 2630 14'-0"(168') PRECAST 205 293 98 14'-0"(168") PRECAST 410 420 709 1050 1434 (8 1694(8 1954 (7 14'-0"(168") PRECAST 279 442 706 1002 1326 1697 2127 2630 14'-8"(176") PRESTRESSED N.R. 284 89 14'-8"(176") PRESTRESSED 21 323 519(13) 671(13) 823(13A 976(14 1129(14 14'-8"(176") PRESTRESSED N.R. NR NR NR NR NR NR NR 246 390 655 968 1324 (8 1625(11 1874(11 458 783 1370 1902 2245 2517 2712 15'-4"(184") PRESTRESSED N.R. 259 82 15'-4"(184") PRESTRESSED 224 302 485(13 626(13 767(13 909(13 1052(13 15'-4"(184") PRESTRESSED N R NR NR NR NR NR NR 230 364 609 897 1224 (8 1562(14 1801(14 412 710 1250 173733 2058 2320 2513 187 255 404(12 520(12 637(12 754(12 872(12 17'-4" NR NR NR NR NR NR NR 17'-4"(208') PRESTRESSED N.R. 194 63 17'-4"(208") PRESTRESSED 192 303 500 732 993 (8 1268(14 1470(1a (208") PRESTRESSED N.R. 300 540 950 1326 1609 1849 2047 s e e t 19'-4" 232" PRESTRESSED 162 222 347(11 446(11 546(12 646(12 746(12 NR NR NR NR NR NR NR ( ) N.R. 148 51 19'-4"(232") PRESTRESSED 166 261 424 616 831 (8 1057(14 1225(14 19'-4"(232") PRESTRESSED N.R. 235 420 750 1037 1282 1515 1716 21'-4"(256') PRESTRESSED N.R. 125 42 21'-4"(256") PRESTRESSED 142 198 306(11 393(„ 480(11 567(11 654(11 S 2 21'-4"(256") PRESTRESSED N.R NR NR NR NR NR NR NR 142 230 369 531 713 (7 903(13 1046(13 180 340 598 845 1114 1359 1468 137 192 295(10 378(11 22'-0" 461(10 545(11 629(11 NR NR NR NR NR NR NR 22'-0"(264') PRESTRESSED N.R. 116 39 22'-0"(264") PRESTRESSED 137 221 354 508 681 (7 861(13 997(13 (264') PRESTRESSED N.R. 165 315 550 784 1047 1285 1399 24'-0"(288") PRESTRESSED N.R. 91 33 24'-0"(288") PRESTRESSED 124 175 z67(10 341(10 416(to 491(10 566(10 24'-0"(288") PRESTRESSED N.R. NR NR NR NR NR NR NR 124 200 316 450 600 (7 756(12 875(13 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR FOR GR40 FIELD ADDED REBAR. GR40 FIELD ADDED REBAR.