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36092 Stable Wilk Ave
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36092 Stable Wilk Ave
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Last modified
3/4/2025 12:40:21 AM
Creation date
2/19/2025 9:58:33 AM
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Building Plans
Street #
36092
Location
Stable Wilk Ave
Contractor
Lennar Ave
Building Plans - Permit #
18395
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REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" x 8" LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />UNFILLED <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />GRAVITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (1)#5U <br />(1)#5L (1)#5U <br />(0)#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'A' <br />DETAIL'B' <br />DETAIL'C' <br />(1)#5L(1)#5U <br />DETAIL'D' <br />DETAIL'B' &'C' <br />2'-10" <br />V-6" <br />PRECAST <br />2 D4.5 WIRE <br />2 No.3 <br />6740 <br />9462 <br />9462 <br />10000 <br />10000 <br />3'-6" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2912 <br />5318 <br />5318 <br />5114 <br />5114 <br />4'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2038 <br />3722 <br />3722 <br />3598 <br />3598 <br />4'-6" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1566 <br />2859 <br />2859 <br />2772 <br />2772 <br />4'-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2) No. 3 <br />1453 <br />2654 <br />2654 <br />2574 <br />2574 <br />5'-4' <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1127 <br />2013 <br />2013 <br />2000 <br />2000 <br />5'-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />964 <br />1636 <br />1 1636 <br />1712 <br />1712 <br />6'-6" <br />5'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />796 <br />1454 <br />1454 <br />1435 <br />1435 <br />7-6" <br />6'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />639 <br />1167 <br />1167 <br />1152 <br />1152 <br />7'-8" <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />619 <br />1130 <br />1130 <br />1115 <br />1115 <br />8'-0" <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />581 <br />1062 <br />1062 <br />1048 <br />1048 <br />8'-4" <br />Tz' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />548 <br />1001 <br />1001 <br />1 979 <br />988 <br />9'-4. <br />8'-g' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />467 <br />1 853 <br />853 <br />759 <br />843 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />398 <br />727 <br />727 <br />582 <br />718 <br />11'-4" <br />101-0" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />355 <br />649 <br />649 <br />489 <br />649 <br />12'-0" <br />10'-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />329 <br />602 <br />602 <br />430 <br />602 <br />12-6" <br />1 V-2" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />312 <br />570 <br />570 <br />391 <br />570 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />287 <br />525 <br />1 525 <br />337 <br />525 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />270 <br />449 <br />449 <br />286 <br />451 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />N.R. <br />522 <br />522 <br />360 <br />499 <br />2 No. <br />154' <br />14'-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16strand + <br />N.R. <br />473 <br />473 <br />328 <br />455 <br />(2) No. 4 <br />17'-4" <br />16'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />N.R. <br />357 <br />357 <br />254 <br />352 <br />(2) No.4 <br />19'4' <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />N.R. <br />277 <br />277 <br />202 <br />281 <br />(2) No. 5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />256 <br />256 <br />188 <br />262 <br />(2) No. 5 <br />N.R. <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />219 <br />219 <br />165 <br />229 <br />N.R. <br />22'-W <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />203 <br />203 <br />155 <br />215 <br />(2) No. 5 <br />N.R. <br />(2) 7(2) strrand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />No.N.R. <br />164 <br />164 <br />124 <br />179 <br />N.R.- NOT RECOMMENDED <br />DETAIL "A" DETAIL "B" <br />Vie• ' i.e•' f. <br />DETAIL "C" DETAIL "D" <br />TYPE DESIGNATION <br />P -SOLID <br />UNTEL/ QUANTITY OF 0 <br />5 BAR AT <br />S -SOLID LINTEL -1 I LOWER LINTEL CAVITY <br />[8xl 6-P-1 L/1IU] <br />NOMINAL WIDTH] I `QUANTITY OF#5 BAR AT <br />NOMINAL HEIGHT -I UPPER LINTEL CAVITY <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 16" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />UNTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPIJPT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (1)#5U <br />(1)#5L (1)#5U <br />(0)#5L (1)#5U <br />(1)#5L (2)#5U <br />(1)45L (1)#5U <br />DETAIL'H' <br />DETAIL'J' <br />DETAIL'H' &'J' <br />DETAIL'K' <br />2'-10" <br />1'-6" <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'-6" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />9550 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />7207 <br />10000 <br />9863 <br />10000 <br />4'4' <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />6614 <br />10000 <br />9053 <br />10000 <br />64" <br />N-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />4843 <br />6687 <br />6635 <br />7320 <br />5-10" <br />4'-6" <br />PRECAST <br />(21 D4.5 WIRE <br />2 No. 3 <br />3940 <br />5211 <br />5402 <br />5641 <br />6'-6" <br />64' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4350 <br />4350 <br />4225 <br />4314 <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />3206 <br />3206 <br />1 3063 <br />3183 <br />7-8" <br />64' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />3071 <br />3071 <br />2916 <br />3049 <br />8'-0" <br />6'-S' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2831 <br />2831 <br />2651 <br />2811 <br />8'-4" <br />7'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2625 <br />2625 <br />2421 <br />2607 <br />9'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2153 <br />2153 <br />1881 <br />2139 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1777 <br />1777 <br />1448 <br />1766 <br />11'-4" <br />10'-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12'-0" <br />10'-8" <br />PRECAST <br />(2) No. 3 <br />(2) No.5 <br />1439 <br />1 1439 <br />1075 <br />1439 <br />12'-6" <br />11'-2" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />1354 <br />1354 <br />981 <br />1354 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1232 <br />1232 <br />849 <br />1232 <br />14'4" <br />12 IT' <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1149 <br />1149 <br />760 <br />1149 <br />14'-8" <br />13'4' <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1419 <br />1419 <br />850 <br />1347 <br />(2) No. 4 <br />15'4' <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1291 <br />1291 <br />775 <br />1270 <br />(2) No. 4 <br />1 T-4" <br />16'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />993 <br />993 <br />600 <br />1084 <br />(2) No. 4 <br />18.-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1035 <br />1035 <br />478 <br />936 <br />(2) No.5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />967 <br />961 <br />446 <br />872 <br />(2) No. 5 <br />21 '4' <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />834 <br />834 <br />390 <br />763 <br />(2) No. 5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />720 <br />720 <br />366 <br />716 <br />(2) No. 5 <br />(2) 7/16 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />642 <br />642 <br />306 <br />599 <br />DETAIL "H" DETAIL "I" DETAIL "K" <br />TYPE DESIGNATION <br />P - PLAIN UNTEL/ -I <br />QUANTITY OF #5 BAR AT <br />S-SOLD LINTEL I <br />LOWER .- CA- <br />[8xl 6-P-1 L/1IU] <br />NOMINAL WIDTHI) J <br />`QUANTITY OF #5 BAR <br />NOMINAL HEIGHT <br />UPPER LINTEL CAVITY <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x12" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />PLAIN <br />SOLID <br />#5 (1) U (0) L <br />SOLID <br />##51) UU0) LL <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DE <br />DETAIL'DF' <br />DETAIL'DE' &'DF' <br />DETAIL'DG' <br />3'-8" <br />2'-4" <br />2-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />3764 <br />6455 <br />5637 <br />5637 <br />4'-0" <br />2'-8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2970 <br />4965 <br />4401 <br />4401 <br />4'-2" <br />2'40" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2654 <br />4449 <br />3965 <br />3965 <br />4'4' <br />3'-0" <br />Z-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2400 <br />4030 <br />3607 <br />3607 <br />4'-8" <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1966 <br />3390 <br />3053 <br />3053 <br />4'-4" <br />N-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1193 <br />2290 <br />2085 <br />2085 <br />6'-8" <br />5'-4" <br />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1764 <br />1763 <br />1578 <br />1578 <br />7-8" <br />6'-4" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1409 <br />1409 <br />1188 <br />1267 <br />9,8" <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1000 <br />1000 <br />686 <br />903 <br />TYPE DESIGNATION <br />P - PLAIN UNTEL -1 <br />r QUANTITY OF #5 BAR AT <br />S-SOLID LINTEL I <br />I LOW ER UNTEL CAVITY <br />[8xl 6-P-1 L/1IU] <br />NOMINALWIDTHJ <br />`QUANTITY OF#5 BAR <br />NOMINAL HEIGHT <br />UPPER UNTEL CAVITY <br />DETAIL "DE" DETAIL "DF" DETAIL "DG" <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 12" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE / BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#SL (1)#5U <br />(1)#5L (1)#5U <br />(0)#5L (1)#5U(1)#5L <br />(2)#5U <br />(1)#5L (1)#5U <br />DETAIL'E' <br />DETAIL?DETAIL'G' <br />DETAIL'E' &'F' <br />2'-10" <br />V-6" <br />PRECAST <br />2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'-6" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />9383 <br />10000 <br />10000 <br />10000 <br />4'4" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />6766 <br />8225 <br />9200 <br />9445 <br />4'-6" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5104 <br />5671 <br />6345 <br />6345 <br />4' 8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />4683 <br />5137 <br />5717 <br />5717 <br />5'4- <br />4'-a <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />3428 <br />3727 <br />4091 <br />4091 <br />5'-10" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2787 <br />3088 <br />3369 <br />3369 <br />6'-6" <br />5-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2560 <br />1 2560 <br />2723 <br />2723 <br />7-6" <br />6'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1992 <br />1992 <br />2112 <br />2112 <br />7-8" <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1921 <br />1921 <br />2035 <br />2035 <br />8'-0" <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1792 <br />1792 <br />1862 <br />1897 <br />8'-4" <br />7'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />1679 <br />1679 <br />1699 <br />1776 <br />9'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.4 <br />1411 <br />1411 <br />1319 <br />1489 <br />10'4' <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1186 <br />1186 <br />1014 <br />1251 <br />11'-4" <br />10'-0" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />1074 <br />1074 <br />854 <br />1121 <br />12'-0" <br />10'-8" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />992 <br />992 <br />751 <br />1035 <br />12'-6" <br />11'-2" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />937 <br />937 <br />685 <br />978 <br />13'-4" <br />12'4" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />859 <br />859 <br />591 <br />896 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />804 <br />804 <br />529 <br />838 <br />14'-8" <br />13'4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1207 <br />1207 <br />605 <br />938 <br />(2) No. 4 <br />154' <br />IN-O" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16 strand+ <br />1095 <br />1095 <br />551 <br />887 <br />(2) No. 4 <br />1 T-4" <br />16'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />836 <br />836 <br />426 <br />763 <br />(2) No. 4 <br />19'-41 <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />655 <br />655 <br />340 <br />645 <br />(2) No. 5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />607 <br />607 <br />317 <br />601 <br />(2) No.5 <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />524 <br />524 <br />277 <br />526 <br />(2) No.5 <br />22'4" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />488 <br />488 <br />260 <br />493 <br />(2) No.5 <br />(2) 7/16 strand + <br />2N-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />399 <br />399 <br />217 <br />412 <br />TYPE DESIGNATION <br />P LINTEL/ �I <br />r QUANTITY OF #5 BAR AT <br />:PLAIN <br />S-SOLD LINTEL I <br />LOWER LINTEL CAVITY <br />[8xl 6-P-1 L/1IU] <br />` <br />NOMINAL WIDTH <br />NOMINAL HEIGHT <br />QUANTITY OF #5 BAR AT <br />UPPER UNTEL CAVITY <br />DETAIL "E" DETAIL "F" DETAIL <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 20" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE/ BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (1)#5U <br />(1)#5L (1)#5U <br />(0)#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'L' <br />DETAIL'M' <br />(1)#5L(1)#5U <br />DETAIL'N' <br />DETAIL'L' &'M' <br />2'-10" <br />1'4' <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'-6" <br />2'-2' <br />PRECAST <br />(2) D4.5 WIRE <br />2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3'-2' <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />9313 <br />10000 <br />10000 <br />10000 <br />4'-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />8548 <br />10000 <br />10000 <br />10000 <br />5'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />6261 <br />10000 <br />8605 <br />10000 <br />5-10" <br />N-6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />5095 <br />8995 <br />7007 <br />9811 <br />6'-6" <br />5'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />6871 <br />6871 <br />5482 <br />6814 <br />7-6" <br />6-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4693 <br />4693 <br />3976 <br />4661 <br />7-8" <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4456 <br />4456 <br />3785 <br />4427 <br />8'-0" <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4047 <br />4047 <br />3443 <br />4021 <br />8'-4" <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3706 <br />3706 <br />3144 <br />3683 <br />9'4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2954 <br />2954 <br />2445 <br />2937 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2384 <br />2384 <br />1884 <br />2371 <br />11'-4" <br />101-0" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2082 <br />2082 <br />1590 <br />2082 <br />12'-0" <br />10'-8" <br />PRECAST <br />(2) No.3 <br />2) No. 5 <br />1895 <br />1895 <br />1401 <br />1895 <br />12'-6" <br />11'-2" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1775 <br />1775 <br />1279 <br />1775 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No.3 <br />2) No. 5 <br />1605 <br />1605 <br />1107 <br />1605 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />1490 <br />1490 <br />992 <br />1490 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1948 <br />1948 <br />1093 <br />1591 <br />(2) No. 4 <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1774 <br />1774 <br />996 <br />1494 <br />(2) No.4 <br />174' <br />16'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7strand+ <br />1368 <br />1368 <br />771 <br />1264 <br />(2) No. <br />(2) <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1084 <br />1084 <br />615 <br />1095 <br />(2) No. 5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1008 <br />1008 <br />573 <br />1048 <br />(2) No.5 <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />877 <br />877 <br />501 <br />966 <br />(2) No. 5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />850 <br />850 <br />471 <br />923 <br />(2) No.5 <br />12) 7/16 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />740 <br />740 <br />393 <br />772 <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT <br />S-SOLIDUNTEL -] I LOWERLINTELCAVITY <br />[8xl I6-P-1 L/1 U] <br />NOMINAL WIDTH]IJ L QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"xl 6" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE / BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOLID <br />#5(1)U(0)L <br />SOLID <br />#5(1)U(1)L <br />SOLD <br />#5(1)U[0)LL <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DH' <br />DETAICDJ' <br />DETAIL'DH' &'DJ' <br />DETAIL'DK' <br />3'-8" <br />74' <br />2'-O" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5713 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2-8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4511 <br />10000 <br />9686 <br />10000 <br />4'-2" <br />2'-10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />4032 <br />10000 <br />8687 <br />9503 <br />4'4' <br />31-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />3647 <br />9133 <br />7835 <br />8173 <br />N-8" <br />1 3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2990 <br />7025 <br />6382 <br />6382 <br />5'-8" <br />4'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />1819 <br />4139 <br />3839 <br />3839 <br />6-8" <br />5'4' <br />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2976 <br />2976 <br />2676 <br />2737 <br />7-8" <br />6'-4" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2292 <br />2292 <br />1918 <br />2121 <br />9'-8' <br />814. <br />11 IT, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1563 <br />1563 <br />1113 <br />1455 <br />r%CTATI "MLJ11 MCTATT "Hill' IICTATI 1I"Nil" <br />TYPE DESIGNATION <br />P - PLAIN UNTEL QUANTITY r QUANTITY OF #5 BAR AT <br />S-SOLID LINTEL I I LOWER LINTEL CAVITY <br />[8xl 6-P-1 L/1 U] <br />NOMINAL WIDTH)IL QUANTITY OF #5 BAR AT <br />NOMINAL HEIGHT UPPER LINTEL CAVITY <br />GENERAL NOTES: <br />1.) CODES <br />1.1 FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTIONS <br />R402.2 & R606. <br />1.2 FLORIDA BUILDING CODE 5TH EDITION (2014) SECTIONS 1901.2 & <br />2107. <br />1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE <br />(ACI 318-08). <br />1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN <br />LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE <br />7-10). <br />1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE <br />PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 <br />(813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 <br />2.) CONCRETE: <br />2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: <br />2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI <br />2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI <br />2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" <br />AGGREGATE, 8" TO 11" SLUMP <br />2.2 REINFORCING BARS: <br />2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF <br />FABRICATION ASTM A615 (GRADE 60) <br />2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) <br />ASTM A615 (GRADE 40). <br />2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi <br />2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. <br />2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. <br />2.6 D4.5 WIRE PER ASTM A496. <br />3.) MASONRY: <br />3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE <br />SPECIFICATION OF THE NATIONAL CONCRETE MASONRY <br />ASSOCIATION AND ACI 530-08. <br />3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. <br />3.3 MORTAR SHALL BE TYPE S. <br />4.) STRUCTURAL: <br />4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A <br />11 11 <br />3000 PSI GRtuF1'�JL'D <br />30EE SCHEDU E) <br />(PLACED INl <br />#5 CONTINUOUS RE 'D. <br />QR STRUCTURAL PLAN <br />TSTIRRUPS AT 4'-0" cc <br />00 w OR WELDED) <br />"TLnTOM BARS <br />SCHEDULE <br />MIN. MI . <br />7 5/8" <br />NOTES: <br />1. MINIMUM COVERAGE OF STEEL- 1.5" <br />2. MIN. BEARING REQUIRED AT EA. END - 4" <br />3. STANDARD FOR REINF. STEEL - ASTM A615 <br />TYPICAL LINTEL SECTION <br />PRECAST CONCRETE <br />3000 PSI GROUT TOP LEG BARS: <br />(PLACED IN FIELD (SEE SCHEDULE) <br />2" 2 <br />(1) #5 CONTINUOUS REQ'D. <br />+ M PER STRUCTURAL PLAN <br />m �n 7/32" STIRRUPS AT 4'-0" cc <br />Go m (TIED OR WELDED) <br />N BOTTOM BARS <br />= T SEE SCHEDULE <br />7 5/8" <br />BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: <br />PER FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" <br />R606.14 OR FLORIDA BUILDING CODE 5TH EDITION (2014) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" <br />SECTION 2104.1.5 3. STANDARD FOR REINF. STEEL - ASTM A615 <br />4.2 DESIGNER MAY EVALUATE CONCENTRATED S FROM THE SAFE <br />LOAD TABLES BY CALCULATING MAXIMUM RESSISDTING MOMENT AND TYPICAL RECESS LINTEL SECTION <br />SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT PRECAST CONCRETE <br />4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST <br />BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED <br />UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8" X 24" COMPOSITE LINTELS <br />LINTEL <br />CLEAR <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />LINTEL STEEL <br />GRAVITY <br />GRAVITY <br />UPLIFT <br />UPLIFT <br />LENGTH <br />SPAN <br />WIRE/ BAR <br />BOTTOM BAR <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />CAPACITY <br />(0)#5L (1)#5U <br />(1)#5L (7)#5U <br />(0)#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'O' <br />DETAIL'P' <br />(I)#4L (1)#5U <br />DETAIL'Q' <br />DETAIL'O' &'P' <br />2'-10" <br />1'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />3'-6" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4'-6" <br />3'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />10000 <br />10000 <br />4-8" <br />3'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2) No.3 <br />10000 <br />10000 <br />10000 <br />10000 <br />5-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />7681 <br />10000 <br />10000 <br />10000 <br />5'-l0" <br />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 3 <br />6251 <br />10000 <br />8615 <br />10000 <br />6'-6" <br />5'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />8629 <br />10000 <br />6741 <br />10000 <br />7-6" <br />C-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />6266 <br />6603 <br />4891 <br />6909 <br />7'-8" <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />5967 <br />6199 <br />4657 <br />6477 <br />8'-0" <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />5430 <br />5524 <br />4236 <br />5756 <br />8'-4" <br />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />4961 <br />4979 <br />3869 <br />5178 <br />9'-4. <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3865 <br />3838 <br />3010 <br />3973 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />2984 <br />3021 <br />2320 <br />3118 <br />11'-4' <br />10'-0" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />1T-0" <br />10'-8" <br />PRECAST <br />(2) No.3 <br />(2) No.5 <br />2436 <br />2436 <br />1727 <br />2436 <br />12'-6" <br />1l'-2" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2269 <br />2269 <br />1577 <br />2269 <br />13'-4" <br />12'-0" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2034 <br />2034 <br />1366 <br />2034 <br />14'-0" <br />12'-8" <br />PRECAST <br />(2) No.3 <br />(2) No.5 <br />1878 <br />1878 <br />1225 <br />1878 <br />1N-8" <br />13'-4" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16strand + <br />2413 <br />2413 <br />1338 <br />1974 <br />(2) No. 4 <br />15-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />2149 <br />2199 <br />1219 <br />1846 <br />(2) No. 4 <br />17-4" <br />16-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1698 <br />1698 <br />944 <br />1546 <br />(2) No. 4 <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1348 <br />1348 <br />753 <br />1330 <br />(2) No. 5 <br />20'-O" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1254 <br />1254 <br />702 <br />1271 <br />(2) No. 5 <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1092 <br />1092 <br />614 <br />1167 <br />(2) No. 5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />1023 <br />1023 <br />576 <br />1121 <br />(2) No. 5 <br />(2) 7/16 strand +T(2) <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />No. 5 <br />898 <br />898 <br />481 <br />947 <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ <br />r QUANTITY OF #5 BAR AT <br />S-SOUD LINTEL <br />I LOWER LINTEL CAVITY <br />[8xl L/1IU] <br />NOMINAL WIDTH)I <br />I6-P-1 <br />`QUANTITY OF #5 BAR <br />NOMINAL HEIGHT J <br />UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x20" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOLID <br />#5(1)U(0)L <br />SOLID <br />#5(1)U(1)L <br />SOLID <br />#5 1)UU0)LL <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DL' <br />DETAIL'DM' <br />DETAIL'DL' &'DM' <br />DETAIL'DN' <br />3'-8" <br />2'-4" <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />7665 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6054 <br />10000 <br />8442 <br />1OD00 <br />4'-2" <br />2'-10" <br />2'-6" <br />PRECAST <br />2 D4.5 WIRE <br />2 No. 3 <br />5413 <br />10000 <br />7552 <br />10000 <br />4'-4" <br />3'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4897 <br />10000 <br />6836 <br />10000 <br />4'-8" <br />3'-4" <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4017 <br />10000 <br />5613 <br />10000 <br />5'-8" <br />4'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2448 <br />7050 <br />3434 <br />6540 <br />6'-8" <br />5'-4" <br />5'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />4569 <br />4569 <br />2302 <br />4235 <br />7-8" <br />6'-4" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />3338 <br />3338 <br />1640 <br />3122 <br />91-8" <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2158 <br />2158 <br />936 <br />2036 <br />I. <br />O O <br />v v <br />U N IT '2386' - 1 ST FLOOR PLAN <br />1 /811 = 1 '-0" <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x8" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />UNTEL STEEL TOP <br />WIRE / BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />PLAIN <br />SOLID <br />#5(1)U(0)L <br />SOLIDSOLID <br />#5(1)U(1)L <br />#51 ) L (O <br />#5) U L <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DA' <br />DETAIL'DB' <br />DETAIL'DC' <br />DETAIL'DB' &'DC' <br />DETAIL'DD' <br />3'-8" <br />2'4' <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1919 <br />2143 <br />2143 <br />1753 <br />1753 <br />4'-0" <br />2'-8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1597 <br />1801 <br />1801 <br />1483 <br />1483 <br />4'-2" <br />2'-10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1473 <br />1668 <br />1668 <br />1376 <br />1376 <br />4'-41 <br />3'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1367 <br />1553 <br />1553 <br />1284 <br />1284 <br />4'-8" <br />3'4' <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1194 <br />1363 <br />1363 <br />1131 <br />1131 <br />5-8" <br />4'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />864 <br />995 <br />995 <br />831 <br />831 <br />6'-8" <br />54' <br />5-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />662 <br />816 <br />816 <br />650 <br />654 <br />7'-8" <br />6'-4" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />542 <br />669 <br />669 <br />462 <br />537 <br />9'-8" <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1 396 <br />489 1 <br />489 <br />261 <br />393 <br />+i� :� did :. ie•' �'. <br />DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x24" RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOOR <br />SIZE <br />LINTEL TYPE <br />LINTEL STEEL TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOLID <br />#5(1)U(0)L <br />SOLID <br />#5(1)U(1)L <br />SOLID <br />#5(1)UU(0)LL <br />SOLID <br />#5(2)U(1)L <br />DETAIL'DO' <br />DETAIL'DP' <br />DErAIL'DO' &'DP' <br />DETAIL'DQ' <br />3'-8" <br />2'4' <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />9620 <br />10000 <br />10000 <br />10000 <br />4'-0" <br />2'-8" <br />2'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7599 <br />10000 <br />10000 <br />10000 <br />4'-2" <br />2'-10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6796 <br />10000 <br />9505 <br />10000 <br />4'4' <br />3'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6149 <br />10000 <br />8604 <br />10000 <br />4'-8" <br />3'4' <br />3'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5044 <br />10000 <br />7066 <br />10000 <br />5-8" <br />4'-4" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3077 <br />10000 <br />4325 <br />10000 <br />6'-8" <br />64" <br />6-9' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3765 <br />7387 <br />2901 <br />6831 <br />7-8" <br />6'-4" <br />6'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />2693 <br />4979 <br />2069 <br />4671 <br />9'-8" <br />8'4" <br />8'4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1552 <br />2996 <br />1183 <br />2844 <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ r-QUANTITY � #5 BAR AT <br />S - SOLID LINTEL -1 I LOWER LINTEL CAVITY <br />[8X16-P-IL/IU] <br />•�'�'.1 <br />�. ,? <br />`QUANTITY <br />N@BNAL WMTHJJ OF #5 BAR AT <br />NO NINAL IFICHT UPPER LINTEL CAVITY <br />DETAIL "DL" <br />DETAIL "DM" <br />DETAIL "DN" <br />DETAIL "DO" DETAIL "DP" DETAIL "DQ" <br />TVPP I1F4ZIrNIATIAKI <br />P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT <br />S - SQLIB LINTEL -1 rLOWER LINTEL CAVITY <br />[8x16-P-IL/I Ul <br />NOININAL VMTHIJ ` I"NITY IF #5 BAR AT <br />NONINAL HEIG f UPPER LINTEL CAVITY <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ <br />r QUANTITY OF #5 BAR AT <br />S-SOLID UNTEL -1 <br />I LOWER UNTEL CAVITY <br />[I8xl 6-P-1 L/11U] <br />NOMINAL WIDTH) <br />`QUANTITY OF#S BAR AT <br />NOMINAL HEIGHT <br />UPPER LINTEL CAVITY <br />SAFE WORKING LATERAL LOADS (PLF) <br />8" X 8" LINTELS <br />Total Length <br />Type <br />PLAIN <br />SOLID <br />2'-10" <br />Precast <br />2082 <br />9235 <br />3'-6" <br />Precast <br />1325 <br />4624 <br />4'-0" <br />Precast <br />1041 <br />3358 <br />4'-6" <br />Precast <br />858 <br />2635 <br />4-8" <br />Precast <br />810 <br />2459 <br />5'-4" <br />Precast <br />663 <br />1940 <br />5'-10" <br />Precast <br />583 <br />1624 <br />6'-6" <br />Precast <br />486 <br />1396 <br />74' <br />Precast <br />403 <br />1134 <br />7' 8" <br />Precast <br />392 <br />1100 <br />8'-0" <br />Precast <br />363 <br />1037 <br />8'-4. <br />Precast <br />318 <br />981 <br />9'-4" <br />Frecost <br />222 <br />772 <br />10'-6" <br />Precast <br />156 <br />600 <br />Precast <br />132 <br />651 <br />Precast <br />ill <br />593 <br />12'-6" <br />Precast <br />98 <br />544 <br />13'-4" <br />Precast <br />82 <br />475 <br />14'-0" <br />Precast <br />71 <br />429 <br />14-8" <br />Prestressed <br />N.R. <br />417 <br />15'4' <br />Prestressed <br />N.R. <br />369 <br />174' <br />Prestressed <br />N.R. <br />257 <br />19'-4" <br />Prestressed <br />N.R. <br />184 <br />20'-0" <br />Prestressed <br />N.R. <br />167 <br />Prestressed <br />N.R. <br />138 <br />27-0" <br />Prestressed <br />N.R. <br />127 <br />24'-0" <br />Prestressed <br />N.R. <br />100 <br />N.R. = Not Recommended <br />W <br />= W <br />0� <br />W <br />0zLL- <br />Q <br />w <br />� <br />o <br />d Q <br />W 0 <br />= <br />lz- <br />O Q..r ^ T- �. A <br />N <br />04 <br />N <br />U o <br />J <br />WZ LL <br />WSJ <br />,"r <br />a <br />i 3 vLO <br />BA <br />oOD <br />wT <br />Q Z ❑_� <br />~ <br />Q C <br />J0 ❑ 6a <br />', <br />- <br />Q <br />O <br />�ZP=w <br />0>(� �\ <br />-, <br />W <br />P O W W <br />��(� <br />to` ='� l <br />4 <br />2 <br />_ <br />LL ❑ <br />wz�O <br />4 <br />J <br />(n <br />0 In <br />♦- H <br />Q <br />n` E <br />> 0M O <br />W <br />(n V �_ ,� M <br />L O <br />O U o <br />O LL0 m Q <br />-tu�� <br />�N u Lu CL� C <br />CN <br />i. o E( <br />oo <br />� � N <br />w <br />W (D W <br />❑LLI Uj wOF- <br />UJ <br />w F- Q of w� F-Z Z <br />�n-�wO���L�i U00 0 <br />=Ww09ozOWo0mz0z¢� <br />0 <br />U a Fnww <br />� wz❑ 0 <br />0oa <br />U <br />LL <br />Q0QpwQ0ZWZO <br />�_H <br />Q <br />wZ <br />OW <br />O X ❑ Z)❑ <br />LL a O <br />Q <br />Q <br />I- Q LJ- <br />O <br />O <br />N <br />Z <br />O F- <br />> u) O <br />O <br />Fz M O <br />Qcn"' <br />a. <br />� ti <br />LQ wN uL <br />r 0L <br />CL r <br />aU<00 <br />Z ;- <br />W <br />W <br />JC) <br />O <br />O <br />N <br />6 <br />N <br />1 <br />4 <br />0 <br />O <br />�o <br />� <br />L") <br />0 <br />z z <br />Z 2 <br />CN <br />WLu�> <br />a U) <br />Q <br />U��o <br />\ <br />1.-Wa- <br />/ <br />',�','' <br />M 0- <br />� <br />( <br />W <br />zWl- <br />Q <br />l- <br />/ <br />CO <br />--- =O Z <br />FZ <br />0!z: w <br />Z <br />(� <br />V <br />2 W w <br />/'� <br />Z Z LL <br />N <br />w 0� <br />O-12z <br />0 <br />Q (M <br />U�Qzz <br />z N <br />3:QO <br />QU <br />U <br />J <br />11 <br />_Q <br />00 <br />Q <br />Z <br />S12 <br />w <br />d' <br />0 <br />LAST PLOT DATE <br />O <br />Dec. 21, 16 <br />O <br />STRUCTURAL <br />_J <br />DETAILS (L) <br />
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