Laserfiche WebLink
I <br />LL� I <br />-g-1— I - -jlj-,, <br />SEE PLAN FOR TOP OF WALL AND LINTEL INFO <br />A <br />I �j <br />, . ' <br />A- <br />- <br />- <br />I . - . 4. <br />4 <br />4 <br />- - - - - - - - <br />11 <br />4 <br />A A <br />4 <br />A PRECAST LINTEL, RECESSED LINTEL <br />AS NEEDED FOR TRANSOM HEIGHT <br />4 <br />TRANSOM OPENING <br />41 <br />1- <br />1 1 <br />FRAME INFILL, BY BUILDER, SEE <br />.4 <br />WF01/L1 FOR MORE <br />INFORMATION <br />PRECAST RECESS LINTEL, OR <br />BUILDER OPTION BELOW <br />4 <br />4 <br />4 4 <br />41 <br />A' <br />— OPTION: IN LIEU OF PRECAST LINTEL G.C. MAY USE <br />4 <br />2-2x8 HEADER TURNED SIDEWAYS. ATTACH FIRST <br />A <br />PLY OF 2x8 TO MASONRY WALL w/ HU26 HANGER @ <br />EA. END USING 4-Y4"O x 23/4" TAPCON'S INTO <br />MASONRY & 2-10dxIY2" NAILS INTO HEADER. THEN <br />APPLY THE SECOND 2x8 PLY TO THE FIRST w/ 10d@6" <br />OPENING, SEE PLAN 70, <br />DBL LINTEL @--D' TRANSOM <br />*SIMPSON SP4 w/ (6) <br />1 Od x 1 1/2" - SP6 FOR <br />2"x6" WALLS, SP8 <br />FOR 2"x8" WALLS <br />TYP. BOND BEAM 8" <br />x 8" x 16" K.O. LINTEL <br />BLOCK FILL w/3000 <br />P.S.I. CONC. W/1 #5 <br />DIA. REBAR (U.N.O. <br />ON PLANS) <br />CMU WALL <br />SCALE: 3/4" V-0" <br />Ll <br />_T cq <br />N <br />36" MIN. LAP 25" MIN. LAP 20" MIN. LAP <br />&.0 01' 1, 00 000" R <br />#5 REINF. BAR W1 17%,, L #3 OR #4 REINFORCEMENT BAR <br />V 8 L #6 REINFORCEMENT BAR L #5 REINFORCEMENT BAR <br />PjkDIUS @ 900 B <br />#6 LAP SPLICE #5 LAP SPLICE #3 & #4 LAP SPLICE <br />1 (MSO* TYP. REBAR SPLICE <br />SCALE: 314"= V-0" <br />#5 STD. 90* HOOK <br />FILLED CELL w/ 145 <br />1-01 <br />VERTICAL EA. CELL <br />101 <br />LINTEL, SEE PLAN <br />PRECAST LINTEL, RECESSED <br />. ... . <br />�116"O-S.B. EA. SIDE <br />LINTEL WHEN REQ'D <br />5-Y2" DIA. x 8""J" BOLT, <br />2x BLK'G TO O.S.B. <br />NOTE: MAY CUT BACK 2x8 P.T @ <br />4 MIN. 5 LOCATIONS <br />ce) <br />w/2-8d EA. END <br />TOP TO ALLOW CONT. 2x4 <br />A CONT. WD TRIM <br />EDGEVIEW <br />BLOCKING AROUND CURVED w/ 2 <br />1 <br />TAPCON ANCHOR TO 2x8 M IN. <br />_tTz <br />2x6 P.T. WD JAMB d4 <br />T Pd 'ING DETAIL <br />CV) <br />Y2"x8" A.B. w/2" WASHERS <br />MIN. 5 PER JAMB, SET IN <br />2x8 wl 2-16d TOE <br />TYP. FILLED CELL w/ 245. <br />MASONRY <br />NAILS EA. END <br />co <br />VIALL, SEE <br />'/16" OSB w/6d NAILS @ <br />PLAN <br />16" O.C. TO SIDE AND <br />2X6 SYP12 P.T. <br />TOP NAILER <br />2x BUCK, <br />2x4 SPF CONT. BLOCKING <br />CD <br />SEE MS1 111 <br />ATTACHED TO 3/16" OSB W/ <br />OVERHEAD SECTION DOOR <br />2-8d NAIL <br />TRACK w/ 3/8"xl)/2" STEEL LAG <br />BOLTS, MIN 6 PER TRACK TO <br />co <br />OPENING, SEE PLAN <br />JAMB, W/ WASHER <br />F01� MASONRY ARCH FRAMING <br />SCALE: 3/4" = V-0" <br />MONO OR STEM <br />WALL FOUNDATION <br />(AS PER PLANS) <br />r% <br />00 <br />FINISHED GRADE <br />3" <br />ml <br />5�so MASONRY TO WD BRG! WALL <br />I SCALE: 3/4�'= V-0" <br />PRFrART I INTF1 FILLFD <br />DOUBLE 2"x TOP PLATE <br />'SIMPSON SP2 w/ (6) <br />1 Od TO STUD & (6) 1 Od <br />TO PLATE <br />STANDARD HOOKS SEE <br />MS05 FOR MORE INFO <br />TYP. FILLED CELL W/3000 <br />P.S.I. CONC. W/1 #5 REBAR <br />VERT. (U.N.O.) <br />INTERIOR BEARING WALL <br />INTERIOR SHEAR WALL <br />EXTERIOR FRAME WALL <br />2"x #2 P.T. (AS PER PLANS) <br />wl 5/8" x 1 0"'S BOLTS OR 5/8" <br />x10" EXPANSION ANCHORS <br />wl 2" x 3/16" PLATE WASHERS <br />& NUTS @ 24- O.C. <br />VERTICALLY OR (6) 1/4" x 3 <br />1/4" TAPCONS @ 16" O.C. <br />VERTICALLY <br />-SIMPSON SSP w/ (4) 1 Od <br />x 1 1/2" TO STUD & (3) 1 Od <br />x 1 1/2" TO PLATE <br />'SIMPSON SP1 w/ (6) 1 Od TO <br />STUD & (4) 10d TO PLATE <br />2"x #2 P.T. (AS PER PLANS) W/ <br />5/8" x 1 0"'J' BOLTS OR 5/8" x <br />10" EXPANSION ANCHORS W/ <br />2" x 3116" PLATE WASHERS & <br />NUTS @ 24" O.C. OR (6) 1/4- x <br />3 1/4" TAPCONS @ 16" O.C. <br />NOTE <br />*FOR UPLIFT AND SHEAR <br />WALLS ONLY - CAN BE <br />OMITTED IF DETAIL <br />CALLOUT SAYS'NO UPLIFT' <br />CROSS REFERENCE CHART <br />SIMPSON SP1 / USP STP22 <br />SIMPSON SP2 / USP SPT24 <br />SIMPSON SP4 / USP SPT4 <br />SIMPSON SP6 / USP SPT6 <br />SIMPSON SP8 / USP SPT8 <br />SIMPSON SSP / USP RSPT6 <br />2x8 LEDGER #2 SYP <br />(P.T. IF MAS.) W/ (3) <br />16d NAILS TO STUD <br />OR (2) 1/4"x3 1/2" <br />TITENS TO <br />MASONRY @ 16' O.C. <br />2x8 #2 SYP JOISTS R --*+ <br />@ LANDING @ 16' <br />O.C. w/ SIMPSON <br />S12� GARAGE DOOR INSTALLATION <br />SCALE: 3t4" = 1'4' <br />NOTE: SEE ARCH. DWG'S. FOR ALL RISER AND TREAD <br />DIMENSIONS, HANDRAIL & GUARDRAIL INFORMATION, <br />AND FINISH REQUIREMENTS. ALL HANDRAILS & <br />GUARDRAILS SHALL BE SUPPLIED BY THE <br />CONTRACTOR AND SHALL BE DESIGNED TO RESIST <br />SINGLE LOADING 200-POUND CONCENTRATED LOAD <br />APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE <br />TOP RAIL AS SPECIFIED IN TABLE R301.5 OF THE 2020 <br />FLORIDA RESIDENTIAL BUILDING CODE. <br />NOTCH STINGERS <br />FOR BEARING ON <br />(2) 2x12 HDR <br />FLOOR <br />SHEATHING <br />A35 CLIP OR LUS26 <br />119 (2) 2xl 2 HDR. w/ <br />HANGER EA. SIDE <br />Ij (3) 2x STUDS AT ii�.­END <br />FOR BEARING CONNECTION <br />(USE SIMPSON HUC212 <br />FASTENED TO (3) 2x STUDS <br />FOR HANGER CONNECTIO7N) <br />8"CMU WALL OR <br />(ALIGN W/ BOTTOM OF <br />2x4 #2 SYP STUDS <br />LOWER STRINGERS) <br />@ 16' O.0 <br />STANDARD (3)2xl2 STRINGERS <br />W/ SIMPSON A35 CLIP AT <br />LANDING (USE (2) SIMPSON A35 <br />CLIPS FOR CENTER STRINGER) <br />R302.7: UNDER STAIR PROTECTION <br />ENCLOSED SPACE UNDER STAIRS THAT IS <br />ACCESSED BY A DOOR ACCESS PANEL <br />SHALL HAVE WALLS UNDER STAIR <br />SURFACE AND ANY SOFFITS PROTECTED <br />ON THE ENCLOSED SIDE WITH 1/2" <br />GYPSUM BOARD <br />TYP. LANDING FRAMING SECTION <br />MIN.(1) 2X STUD @ TOP OF SIDE <br />STRINGER (TYP.) <br />(1) 2X12 #2 SYP SIDE STRINGER EA. SIDE <br />OF STAIR (P.T. IF CMU WALL) - FASTEN <br />TO EA. STUD W/ (3) 16d NAILS (MIN. (3) <br />STUDS) OR TO CMU W/ (2) Y4"XW/2" <br />TITENS/TAPCONS @ 16" O.C. MAX.. <br />(1) 2X1 2 #2 SYP MID -STRINGER UP TO T-1 I - <br />WIDE STAIR (USE (2) 2X12 MID -STINGERS <br />FOR 4'-0" TO 5'-O"WIDE STAIR) - FASTEN <br />MID-STRINGER(S) TO BEAM W/ (2) SIMPSON <br />A35 CLIPS OR SIMPSON LSSU210/USP <br />LSSH21 0 HANGER <br />(2) 2X1 2 #2 SYP BEAM REQ'D @ END OF <br />LANDING FOR STRINGER CONNECTION - <br />BEAR BEAM DIRECTLY ON (3) 2x STUDS <br />OR FASTEN BEAM TO LEDGER W/ (2) <br />SIMPSON HUC212-2/USP HD212-IF <br />HANGERS EA. SIDE <br />MIN. (3) 2X STUDS REQ'D @ END OF <br />LANDING W/ MIN. (6) 16d NAILS <br />FROM LEDGER TO STUD PACK <br />ATTACHMENT REQUIREMENTS <br />SIZE <br />TAPCONS <br />SPACING <br />#ROWS <br />2x4 <br />3/16" X 3" <br />12" O.C. <br />1 <br />2x6 <br />3/16" X 3" <br />12" O.C. <br />2 <br />3/16" X 3" <br />12" O.C. <br />2 <br />NOTES: <br />1. TAPCONS TO BE 6" FROM END <br />2. FASTENING TO WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER <br />3. 1x BUCKS ARE NOT STRUCTURAL AND SHALL BE USED ONLY AS BLOCKING <br />(MS1 1� MASONRY BUCK INSTALLATION <br />SCALE: 3/4" = V-0" <br />3/4" PLYWOOD OR OSB FLOOR SHEATHING <br />ATTACHED TO FACE OF <br />PRE-ENGINEERED TRUSS <br />2x BOTTOM CHORD <br />INSTALL 2x BLOCK <br />BLOCKING BETWEEN <br />EA. SIDE @ CENTER <br />1 ST TRUSS BAY @ EA. <br />STRINGER <br />STRINGER <br />CONNECTION <br />STANDARD (3) 2x12 <br />STRINGERS W/ SIMPSON A34 <br />CLIP @ LANDING (USE (2) <br />SIMPSON A34 CLIPS EA. END <br />FOR CENTER STRINGER) <br />INSTALL 2x BLOCK EA. <br />SIDE @ CENTER <br />STRINGER CONNECTION <br />STANDARD (3) 2x1 2 #2 <br />SYP STRINGER - SEE <br />GENERAL STAIR <br />FRAMING INFO. <br />2x FRAMED WALL - <br />LOCATED ASPER <br />ARCH. DWG'S. <br />PRE-ENGINEERED TRUSS - <br />SHIFT SLIGHTLY AS REQ'D. <br />FOR STAIR FRAMING <br />2x BLOCKING @ EA. <br />STRINGER CONNECTION <br />STANDARD (3) 2x12 STRINGERS <br />W/ SIMPSON A35 CLIP @ STAIR <br />HEAD (USE (2) SIMPSON A35 <br />CLIPS FOR CENTER STRINGER) <br />TYP. HEAD OF STAIR FRAMING SECTION <br />TREAD W/ BULLNOSE SEE <br />ARCH FOR MORE INFO <br />MAX. RISER 7 3/4" <br />MIN. TREAD DEPTH 10" <br />P.T. THRUST BLOCK <br />SECURED TO SLAB w/ <br />1/4"X3 1/2" TAPCONS <br />@ 16- O.C. <br />VAPOR BARRIER BETWEE�� <br />STRINGER & CONC. SLAB <br />TYP. BASE OF STAIR FRAMING SECTION <br />SEE PLAN FOR <br />PLYWOOD SHEATHING <br />OVER LANDING ATTACHED <br />�PTH OF LA <br />PER GENERAL FLOOR <br />it] 4/L <br />:W7 <br />CONSTRUCTION NOTES <br />SEE PLAN FOR MASONRY <br />WALL OR WOOD WALL <br />(TYP.) <br />S2 <br />9'-0" MAX LANDING LENGTH <br />16-0" MAX STRINGER I ENGTH <br />TYP. LANDING FRAMING PLAN <br />2X8 #2 SYP JOISTS @ <br />LANDING @ 16-O.C. W/ <br />SIMPSON LUS26/USP JUS26 <br />HANGER ON EACH SIDE <br />2X12 #2 SYP (P.T. IF CMU WALL) CONT <br />LEDGER W1 (3) 16d NAILS @ 16" O.C. MAX. <br />TO EACH STUD. ((2) 1/4-X3 1/2" <br />111 tMW I APCONS @ 16" O.C. MAX. FOR <br />MASONRY WALL) <br />ROUGH OPENING e_ I <br />25" MIN. 8" <br />NOM. I GENERAL STAIR SECTIONS & PLAN <br />I .wg� SCALE: 3/4" V-0" <br />z <br />Y <br />#5 REBAR IN VERTICAL <br />CELL (FILLED SOLID w/ z <br />3000 PSI MIN. GROUT) z 2 <br />CMU COLUMN <br />Rop Lu <br />5 R <br />L <br />EB <br />7� X- <br /># E L F <br />C <br />1 3000 PE <br />SEE PLAN t <br /># 0 <br />#5 CORNER DOWELS <br />I N IDE 0 <br />0 <br />INSIDE & OUTSIDE OF <br />V V TIC <br />ERTICAL #5 AS SHOWN 0 <br />P C ST L <br />RECAST LINTEL FILLED <br />w/ GROUT & REINFORCED <br />AS PER PLANS <br />NOTE: <br />MITER LINTELS BY <br />FIELD CUTTING <br />MS2 rMS23 <br />AST CRETE OR QUALITY/ LOTTS LINTEL LOA <br />SPECIFICATIONS <br />SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4~11%4^111111" <br />OR QUALITY/ LOTTS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />TYPE <br />LENG.T.H <br />8U8 <br />8F8—OB <br />8F12 —06 <br />8F16-0B <br />8F20-013 <br />81`24 —08 <br />8F28—OB <br />8F32—OB <br />2'- 10" (34") PRECAST <br />2231 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />3'-6" (42") PRECAST <br />2231 <br />3069 <br />3719 <br />5163 <br />6607 <br />8054 <br />9502 <br />10951 <br />3069 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />4'-0" (48") PRECAST <br />1966 <br />2561 <br />2751 <br />3820 <br />4890 <br />5961 <br />7034 <br />8107 <br />2693 <br />4605 <br />6113 <br />7547 <br />8974 <br />10394 <br />11809 <br />4'-6" (54") PRECAST <br />1599 <br />1969 <br />2110 <br />2931 <br />3753 <br />4576 <br />5400 <br />6224 <br />2189 <br />4375 <br />6113 <br />7547 (7) <br />8672 <br />10294 1 <br />11809 <br />5'-4" (64") PRECAST <br />1217 <br />1349 <br />1438 <br />1999 <br />2560 <br />3123 <br />3686 <br />4249 <br />1663 <br />3090 <br />5365 <br />7547(36) <br />7342(ig) <br />8733(19) <br />10127(19) <br />5'- 10 (70 PRECAST <br />1062 <br />1105 <br />1173 <br />1631 <br />2090 <br />2549 <br />3009 <br />3470 <br />1451 <br />2622 <br />4360 <br />7168(45) <br />6036(ig) <br />7181 (1g) <br />8328(2o) <br />6'- 6 " (7 8 PRECAST <br />908 <br />1238 <br />2177 <br />3480 <br />3031 <br />3707 <br />4383 <br />5061 <br />1238 <br />2177 <br />3480 <br />5381 <br />8360 <br />1039�37) <br />8825(14) <br />7'- 6 " (9 0 PRECAST <br />743 <br />1011 <br />1729 <br />2632 <br />2205 <br />2698 <br />3191 <br />3685 <br />1011 <br />(4) <br />9'-4" (112") PRECAST <br />554 <br />699 <br />1160 <br />1625 <br />2564 <br />3486 <br />2818 <br />3302 <br />752 <br />1245 <br />1843 <br />2564 <br />3486 <br />4705(37) <br />6390(47) <br />10'-6" (126") PRECAST <br />475 <br />535 <br />890 <br />1247 <br />2093 <br />2777 <br />2163 <br />2536 <br />643 <br />1052 <br />1533 <br />2093 <br />2781 <br />3643(38) <br />4754(45)1 <br />1 l'-4" (136") PRECAST <br />362 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />582 <br />945 <br />1366 <br />1846 <br />2423 <br />3127 <br />4006 <br />12'-0" (144") PRECAST <br />337 <br />540 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />540 <br />873 <br />1254 <br />1684 <br />2193 <br />2805 <br />3552 <br />13'-4" (160") PRECAST <br />296 <br />471 <br />755 <br />1 1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />471 <br />755 <br />1075 <br />1428 <br />1838 <br />2316 <br />2883 <br />14'-0" (168") PRECAST <br />279 <br />424 <br />706 <br />1002 <br />1326 <br />1697 <br />2127 <br />2630 <br />442 <br />706 <br />1002 <br />1326 <br />1697 <br />2127 <br />2630 <br />14'-8" (176") PRESTRESSED <br />N. R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />458 <br />783 <br />1370 <br />1902 <br />2245 <br />2517 <br />2712 <br />15-4" (184") PRESTRESSED <br />N. R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />412 <br />710 <br />1250 <br />1733 <br />2058 <br />2320 <br />2513 <br />17'-4" (208") PRESTRESSED <br />N. R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />300 <br />548 <br />950 <br />1326 <br />1609 <br />1849 <br />2047 <br />19'-4" (232") PRESTRESSED <br />N. R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />235 <br />420 <br />750 <br />1037 <br />1282 <br />1515 <br />1716 <br />21'-4" (256") PRESTRESSED <br />N. R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />180 <br />340 <br />598 <br />845 <br />1114 <br />1359 <br />1468 <br />22'-0" (264") PRESTRESSED <br />N. R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />165 <br />315 <br />550 <br />784 <br />1047 <br />1285 <br />1399 <br />24'-0" (288") PRESTRESSED <br />N. R. <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />NR <br />129 <br />250 <br />450 <br />654 <br />884 <br />1092 <br />1222 <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR <br />GR40 FIELD ADDED REBAR. <br />SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS <br />4~11%.4mm <br />OR QUALITY/ LOTTS <br />SAFE LOAD - POUNDS PER LINEAR FOOT <br />------__TYPE <br />_, <br />8F8-1T <br />8F12=8F16-1T <br />8F20—IT <br />8F24-1T <br />8F28-1T <br />81`32-1T <br />8F8-2T <br />8F12-2T <br />8F16-2T <br />8F20-2T <br />8F24-2T <br />8F28-2T <br />8F32-2T <br />-LENG.T.H <br />2'-10"(34") PRECAST <br />1972 <br />3173 <br />4460 <br />5747 <br />7034 <br />8321 <br />9608 <br />1972 <br />3173 <br />4460 <br />5747 <br />7034 <br />8321 <br />9608 <br />3'-6" (42") PRECAST <br />1569 <br />2524 <br />3547 <br />4569 <br />559 1 <br />6613 <br />7636 <br />1569 <br />2524 <br />3547 <br />4569 <br />5591 <br />6613 <br />7636 <br />4'-0" (48") PRECAST <br />1363 <br />2192 <br />3079 <br />3966 <br />4853 <br />5740 <br />6627 <br />1363 <br />2192 <br />3079 <br />3966 <br />4853 <br />5740 <br />6627 <br />4'-6" (54") PRECAST <br />1207 <br />1940 <br />2724 <br />3508 <br />4292 <br />5077 <br />5861 <br />1207 <br />1940 <br />2724 <br />3508 <br />4292 <br />5077 <br />5861 <br />5'-4" (64") PRECAST <br />1016 <br />1632 <br />2290 <br />2949 <br />3607 <br />4265 <br />4924 <br />1016 <br />1632 <br />2290 <br />2949 <br />3607 <br />4265 <br />4924 <br />5'-10"(70") PRECAST <br />909 <br />1492 <br />2093 <br />2694 <br />3295 <br />3897 <br />4498 <br />929 <br />1492 <br />2093 <br />2694 <br />3295 <br />3897 <br />4498 <br />6'-6" (78") PRECAST <br />835 (12) <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />835 <br />1340 <br />1880 <br />2419 <br />2959 <br />3498 <br />4038 <br />7'- 6 " (9 0 ") PRECAST <br />727 (23) <br />1021 <br />1634(12) <br />2102(11) <br />2571(lo) <br />3039(lo) <br />3508 (9) <br />727 <br />1166 <br />1634 <br />2102 1 <br />2571 <br />3039 <br />3508 1 <br />9'-4" (112") PRECAST <br />591 <br />680 <br />1133(15) <br />1471(15) <br />1811(15) <br />2152(16) <br />2494 (15) <br />591 <br />851 <br />1326 <br />1705 <br />2084 <br />2463 <br />2842 <br />10'-6" (126") PRECAST <br />530 <br />552 <br />914 (15) <br />1185(15) <br />1458(15) <br />1732(15) <br />2007(15) <br />530 <br />686 <br />1183 <br />1526 <br />1865 <br />2204 <br />2544 <br />1 l'-4" (136") PRECAST <br />474 <br />485 <br />798 (15) <br />1034(15) <br />1272(15) <br />1510 (15) <br />1749 (15)1 <br />494 <br />599 <br />1028 <br />1422 <br />1738 <br />2053 <br />2369 <br />12'-0" (144") PRECAST <br />470 (9) <br />441 <br />723 (14) <br />936 (14) <br />1151(15) <br />1366(15) <br />1582 (15) <br />470 <br />543 <br />928 <br />1349 <br />1649 <br />1948 <br />2247 <br />13'-4" (160") PRECAST <br />418 (15) <br />373 <br />606 (14)1 <br />783 (14) <br />962 (14) <br />1141(14)1 <br />1321 (14) <br />428 <br />455 <br />770 <br />1 1145 <br />1444 <br />1718 <br />1 1993 <br />14'-0" (168") PRECAST <br />384 (15) <br />346 <br />559 (14) <br />723 (14) <br />887 (14) <br />1052(14) <br />1218 (14) <br />410 <br />420 <br />709 <br />1050 <br />1434 (8) <br />1694 (8) <br />1954 (7) <br />14'-8" (176") PRESTRESSED <br />239 <br />323 <br />519 (13) <br />671 (13) <br />823 (13) <br />976 (14)— <br />1129(14) <br />246 <br />390 <br />655 <br />968 <br />1 1324 (8) <br />1625(11) <br />1874(11)1 <br />15'- 4" (184") PRESTRESSED <br />224 <br />302 <br />485 (13) <br />626 (13) <br />767 (13) <br />909 (13) <br />1052(13) <br />230 <br />364 <br />609 <br />897 <br />1224 (8) <br />1562(14) <br />1801 (14) <br />17'-4" (208") PRESTRESSED <br />187 <br />255 <br />404 (12) <br />520 (12) <br />637 (12) <br />754 (12) <br />872 (12) <br />192 <br />303 <br />500 <br />732 <br />993 (8) <br />1268(14) <br />1470 (14) <br />19'-4" (232") PRESTRESSED <br />162 <br />222 <br />347 (11) <br />446 (11) <br />546 (12) <br />646 (12) <br />746 (12)1 <br />166 <br />261 <br />424 <br />616 <br />1 <br />10571(14) <br />1 (14) <br />2 l'-4" (256") PRESTRESSED <br />142 <br />198 <br />306 <br />393 (11) <br />480 <br />567 (11) <br />654 (11) <br />142 <br />230 <br />369 <br />531 <br />713 (7) <br />903 (13) <br />1046(13) <br />22'-0" (264") PRESTRESSED <br />1 " <br />112 <br />295 (io) <br />378 (ii)j <br />461 (w) <br />545 (11) <br />629 (1,) <br />137 <br />221 <br />354 <br />508 <br />681 (7) <br />861 (13) <br />997 (13) <br />24'-0" (288") PRESTRESSED <br />124 <br />175 <br />267 (jo) <br />341 (jo) <br />416 (m) <br />491 (1o) <br />566 (jo) <br />124 <br />200 <br />316 <br />450 <br />600 (7) <br />756 (12) <br />875 w) <br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS <br />FOR CR40 FIELD ADDED REBAR. <br />0 LO <br />z co <br />z <br />z <br />CL <br />z <br />Q) C-/) <br />4--J Lu <br />u <br />c) <br />C14 <br />0 <br />1E <br />Of <br />co <br />V) <br />U) <br />r_ <br />04 <br />a) cl) <br />Lu <br />i.— E <br />M ca Ce) <br />C', <br />c) <br />M 0 04 <br />= M 0 <br />U) <br />8 <br />< 0 <br />CO <br />Lf) cma <br />0) <br />04 <br />A 0 <br />D. <br />N C B-D C <br />f0 <br />THIS DOCUMENT AND/OR THE DESIGN <br />CONCEPTS EXPRESSED HEREIN ARE THE <br />PROPERTY OF KEESEE ASSOCIATES AND <br />ALL RIGHTS OF OWNERSHIP, INCLUDING <br />COPYRIGHT OF INTELLECTUAL PROPERTY, <br />ARE RESERVED THE REPRODUCTIONS, <br />COPYING, OR USE OF THIS DOCUMENT <br />AND/OR THE DESIGN CONCEPT WITHOUT <br />THE WRITTEN CONSENT OF KEESEE <br />ASSOCIATES IS STRICTLY PROHIBITED AND <br />PROTECTED BY UNITED STATES AND <br />INTERNATIONAL LAW. <br />I I I I �jjj '," <br />L E i4,/,r <br />% 0 <br />......... <br />Lq <br />0- <br />E 8750 IS <br />w <br />U) <br />w z <br />-tJ -j w <br />STATE 0) F r 2 <br />0 <br />C, 0 <br />41 co <br />.% <br />0 N' A% - <br />'7411fillit" <br />UJ <br />O� <br />LIJ <br />:D <br />Z <br />a <br />W <br />0 <br />z <br />00 <br />w <br />E <br />(a <br />z <br />t <br />2 <br />CL <br />SHEET INFORMATION <br />DATE: 10/1512021 <br />DRAWN BY: NJ <br />PROJECT NO: 21-6096 <br />REMEWED BY: SL <br />I Plan Revisions Date: I <br />LINTEL <br />CHART & <br />NOTES <br />L2 <br />