My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6347 Back Forty Lp
Zephyrhills
>
Building Department
>
Building Plans
>
6347 Back Forty Lp
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 11:29:39 AM
Creation date
2/19/2025 11:38:52 AM
Metadata
Fields
Template:
Building Plans
Street #
6347
Location
Back Forty Lp
Contractor
Lennar Homes LLC
Building Plans - Permit #
6406
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
33
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
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)05L (1)#5U <br />(1)#5L (1)#5U <br />(0)#5L (fl#5U <br />(1)#5L (2)#5U <br />DETAIL'A' <br />DETAIL'B' <br />DETAIL'C' <br />(1)05L (I)#5U <br />DETAIL'D' <br />DETAIL'B' &'C' <br />2--1 0" <br />V-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6740 <br />9462 <br />9462 <br />10000 <br />100oo <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'-Z' <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 />54' <br />4'-0" <br />1 PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1127 <br />2013 <br />1 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 />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 />81-01, <br />6'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />No. 4 <br />581 <br />1062 <br />1062 <br />1048 <br />1048 <br />8'-4" <br />7'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2E)N a. 4 <br />548 <br />1001 <br />1001 <br />979 <br />988 <br />-9'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />467 <br />853 <br />853 <br />759 <br />843 <br />10'-6" <br />9�4' <br />PRECAST <br />(2) D4.5 WIRE <br />0(2) <br />(2) No. 4 <br />N5 <br />398 <br />727 <br />727 <br />582 <br />718 <br />11 '-4" <br />101-01, <br />PRECAST <br />(2) No. 3 <br />(2) No. <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 />11'-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 />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) 7116 strand + <br />N.R. <br />522 <br />522 <br />360 <br />499 <br />(2) No. 4 <br />15-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <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) 7116 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 HE <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 HE <br />256 <br />256 <br />188 <br />262 <br />(2) No. 5 <br />N.R. <br />2 1'4' <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 strand + <br />219 <br />219 <br />165 <br />229 <br />(2) No. 5 <br />N.R. <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />203 <br />203 <br />155 <br />215 <br />(2) No. 5 <br />N.R. <br />(2) 7/16 strand HE <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />No. <br />164 <br />164 <br />124 <br />179 <br />1 <br />(2) 5 <br />N.R. <br />I <br />I <br />N.R.- NOT RECOMMENDED <br />DETAIL "A" DETAIL "B" <br />Lit') <br />DETAIL "C" DETAIL "D" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ <br />QUANTITY OF 45 BAR AT <br />S-SOLD NTEL <br />LOW FIR LINTEL CAVITY <br />[8x16-P-1L/1U] <br />NOMINALWIDTH j <br />L1111TIYO1111AIRAT <br />NOMINAL HEIGHT <br />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 />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 (])#5U <br />(I)#5L (])#5U <br />(0)#5L !1)#5U <br />(I)#5L (2)#5U <br />( 1) #5L ( 1) #5J <br />DETAIL'H' <br />DETAIL'J' <br />DETAIL'H' &'J' <br />DETAILK <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 />13000 <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'-8" <br />34" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />6614 <br />10000 <br />9053 <br />10000 <br />5'-4" <br />4'-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 />(2) D4.5 WIRE <br />(2) No.3 <br />3940 <br />5211 <br />5402 <br />5641 <br />6'-6" <br />5-2" <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 />3063 <br />3183 <br />7'-8" <br />6'-4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3071 <br />3071 <br />2916 <br />3049 <br />81-01. <br />6'-8" <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 />114" <br />10.-01. <br />PRECAST <br />(2) No.3 <br />(2) No.5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12'-0" <br />10.-81. <br />PRECAST <br />(2) No. 3 <br />(2) No.5 <br />1439 <br />1439 <br />1075 <br />1439 <br />12'-6" <br />11 '-2" <br />PRECAST <br />(2) No.3 <br />(2) No.5 <br />7354 <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'-0" <br />12'-8" <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 HE <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 />17'-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 />19-4- <br />16-01. <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 />961 <br />961 <br />446 <br />872 <br />(2) No. 5 <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />1 <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 />201-8.1 <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 />F270' <br />22'-8" <br />PRESTRESSED <br />(2) No.3 <br />1 <br />(2) No. 5 1 <br />642 <br />642 <br />1 1 <br />306 <br />599 <br />DETAIL "H" DETAIL "J" DETAIL "K" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ <br />-] <br />QUANTITY OF #5 BAR AT <br />S - SOL D LINTEL <br />r LOWER LINTEL CAVITY <br />[8x16-P-IL/11J] <br />I <br />NOMINAL WID'H� <br />L QUANTITY 01 #5 BAR AT <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"x`12" 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 />#5 (1) U (0) L <br />#5 (1) U (1) L <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 />24' <br />1 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'- 10" <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 />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2400 <br />4030 <br />3607 <br />3607 <br />4'-B'. <br />3-4' <br />1 3-4)" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1966 <br />3390 <br />3053 <br />3053 <br />5'-8" <br />4'4� <br />4�-O" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1193 <br />2290 <br />2085 <br />2085 <br />6--B" <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'-6' <br />64' <br />6'-0" <br />PRECAST <br />f2) D4.5 WIRE <br />(2) No. 4 <br />1409 <br />1409 <br />1188 <br />1267 <br />91-81, <br />8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1000 <br />1000 <br />686 <br />TYPE DESIGNATION <br />P : PLAIN LINTEL/ QUANTITY OF 05 BAR AT <br />S SOLID LINTEL LOWER LINTEL CAVITY <br />[8x] 6-P- I L/I U] <br />NOMINAL WIDTH� L QUANTITY OF 11 BAR A <br />NOMINAL HEIGHT UPPER LINTEL CAVITY I <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) #5L (1) #5U <br />(1)#5L (I)#5U <br />(0)#5L (])#5U <br />f 1) #5L (2) #5U <br />(1)#5L fl)#5U <br />DETAIL'E' <br />DETAIL <br />DETAIL'E' &'F' <br />DETAIL'G' <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'-0" <br />2'-8" <br />PRECAST <br />f2) D4.5 WIRE <br />f2) No. 3 <br />6766 <br />1 8225 <br />9200 <br />9445 <br />4'-6" <br />3'-2" <br />PRECAST <br />f2) D4.5 WIRE <br />(2) No. 3 <br />5104 <br />5671 <br />6345 <br />6345 <br />4�-&' <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'-0" <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 />&4' <br />5'-2' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2560 <br />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.-0.1 <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 />f2) D4.5 WIRE <br />(2) No. 4 <br />1679 <br />1679 <br />1699 <br />1776 <br />9'-4" <br />81-0.. <br />PRECAST <br />[2) D4.5 WIRE <br />f2) No. 4 <br />1411 <br />1411 <br />1319 <br />1489 <br />10'-6" <br />9'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1186 <br />1186 <br />1014 <br />1251 <br />1 Y-4" <br />101-0.1 <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1074 <br />1074 <br />854 <br />1121 <br />17-0" <br />10--8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />992 <br />992 <br />751 <br />1035 <br />12-4- <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'-0" <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) 7116 strand + <br />1207 <br />1207 <br />605 <br />938 <br />(2) No. 4 <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1095 <br />1095 <br />551 <br />887 <br />(2) No. 4 <br />17--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'-4" <br />181-01, <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />655 <br />655 <br />340 <br />645 <br />(2) No. 5 <br />20'-0" <br />18.41 <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 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) 7116 strand + <br />524 <br />524 <br />277 <br />526 <br />�2) No. 5 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />488 <br />488 <br />260 <br />493 <br />(2) No. 5 <br />(2) 7116 strand + <br />24'-0" <br />1 <br />22'-8" <br />PRESTRESSED <br />1 <br />(2) No.3 <br />1 <br />(2) No. 5 1 <br />399 <br />399 <br />217 <br />412 <br />4� <br />DETAIL "E" DETAIL "F" PETAIL "G" <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ QUANTITY OF #5 BAR T <br />S - SOLID LINTEL I.-11 L111111 AVITI <br />[8xl 6-P-1 L/1 U] <br />NOMINAL WIDTH] L QUANTITY OF #5 BAR A <br />NOMINAL HEIGHT UPPER LINTEL CAVITY I <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 />I) #5L (1)#5U <br />(0)#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'L' <br />DETAIL'M' <br />fl)#5L (1)#5U <br />DETAIL'N' <br />DETAIL'L'&'M' <br />2�-I 0" <br />V-6" <br />PRECAST <br />[2) D4.5 WIRE <br />(2) No.3 <br />I 0o0o <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 />f2) D4.5 WIRE <br />[2) No.3 <br />8548 <br />10000 <br />10000 <br />10000 <br />5'-4" <br />4'-C" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6261 <br />10000 <br />8605 <br />10000 <br />5- 10" <br />4'-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) DT.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 />81-01, <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 />81-01, <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 />PRECAS't <br />(2) D4.5 WIRE <br />(2) No.4 <br />2384 <br />2384 <br />1884 <br />2371 <br />11'-4" <br />101-01, <br />PRECAST <br />(2) No.3 <br />(2) No.5 <br />2082 <br />2082 <br />1590 <br />2082 <br />17-0" <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 />(�) 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) o.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 />134" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16 strand + <br />1948 <br />1948 <br />1093 <br />1591 <br />(2) No. 4 <br />164' <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 />17-4- <br />16'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1368 <br />1368 <br />771 <br />1264 <br />(2) No. 4 <br />19'-4" <br />18.-Ol. <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�-O" <br />1&-8" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7116 strand + <br />1008 <br />1008 <br />573 <br />1048 <br />(2) No. 5 <br />2 V-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�-O` <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 />(2) 7/16 strand + <br />24'-0" <br />22�4" <br />PRESTRESSED <br />(2) No.3 <br />(2) No, 5 <br />740 <br />740 <br />393 <br />772 <br />nI=-rATI 1-1 11 <br />ENC-1-ATI "NA" FIL-rATI "Kil- <br />TYPE DESIGNATION <br />P - PLAIN UNTEL/ -] QUANTRY OF #5 BAR AT <br />S - SOL D LINTEL r LOWER LINT11 011/�- <br />[8xl 6-P-1 L/1 U] <br />NOMINALWIDTH] j LQUANTITYOF#5BARA <br />NOMINAL HEIGHT UPPER LINTEL CAVITY I <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 />SOLID <br />41 (1) 111)) L <br />#1 (1) 1 (1) L <br />SOLID <br />#5 (2) U (1)) <br />DETAIL'DH' <br />DETAIL'DJ' <br />DETAiL'DH'&'DJ' <br />DETAIL'DK' <br />3�-&. <br />2'-4" <br />2--0' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />5713 <br />1 ODOO <br />I ODOO <br />10000 <br />4'-0" <br />2'-8" <br />2'-4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1 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 />3'-0" <br />2'-8" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />3647 <br />9133 <br />7835 <br />8173 <br />X-8" <br />3-4' <br />3.-0.. <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />2990 <br />7025 <br />6382 <br />1 6382 <br />51-81, <br />44" <br />4'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1819 <br />4139 <br />3839 <br />3839 <br />6�81' <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 />22?2 <br />2292 <br />1918 <br />2121 <br />L 9'-8" <br />8'-4" <br />8'-G' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1563 <br />1563 <br />1113 <br />1455 <br />DETAIL "DH" DETAIL "DY' DETAIL "DK" <br />TYPE DESIGNATION <br />P -PLAIN LINTEL/ QUANTITY OF #5 BAR A <br />S -SOLID LINTEL LOWER LINTEL CAVITY <br />[8xl 6-P-1 L/I U] <br />NOMINAL WIDTIJ L QUANTITY OF �I FAR A <br />N IN P I LIPPER LINTEL CAVITY I <br />GENERAL NOTES: <br />1.)1CODES <br />.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS <br />R402.2 & R606. <br />1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) 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 REIN FORCEM ENT-5000 PSI <br />2.1.2 PRE -CAST W/PRESTRESS REIN FORCEM ENT-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 ks! <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 GROUT TOP LEG BARS: <br />(PLACED IN FIELD) (SEE SCH ED ULE) <br />'JF �u tLD <br />3 ) <br />2" 2 <br />(1) #5 CONTINUOUS REQ'D. <br />PER STRUCTURAL PLAN <br />00 2 <br />7/32" STIRRUPS AT 4'-0" cc <br />00 00 M (TIEED OR WELDED) <br />Ln Ln <br />Ln B T <br />BOTTOM BARS <br />SEE SCHEDULE <br />rN <br />7 5/8" <br />NOTES: <br />1. MINIMUM COVERAGE OF STEEL - 1.5" <br />2. M N. BEARING REQUIRED AT EA. END - 4" <br />3. STANDARD FOR REINIF. STEEL - ASTM A615 <br />TYPICAL LINTEL SECTION_ <br />PRECAST CONCRETE <br />3000 PSI GROUT <br />(PLACED IN FIELD) <br />2" 2" <br />ao <br />00 <br />Ln rn <br />7 5/8" <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />- (1) #5 CONTINUOUS REQ'D. <br />PER STRUCTURAL PLAN <br />7/32" STIRRUPS AT 4'-0" cc <br />(TIED OR WELDED) <br />BOTTOM BARS <br />SEE SCHEDULE <br />DE:MMiI'4U Ur- 0 kVV 11 M VIIINIVIUM tik-Lr-r I ADLC C)CIAMIUMQ1 Ur -1 NOTES: <br />PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL - 1.5" <br />R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (21020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" <br />SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 <br />4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE <br />LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION <br />SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT <br />4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST PRECAST CONCRETE <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) #51- (1) #5U <br />(1) #51- (1) #5U <br />(0)#5L JI)#5IJ <br />(1)#51- (2)#5U <br />DETAIL'O' <br />DETAIL'P' <br />(1)#41 (1)#5U <br />DETAIL'Q' <br />DETAIL'O'&'P' <br />2--10" <br />V-6" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />0000 <br />10000 <br />3'4" <br />2'-2" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />10000 <br />10000 <br />0000 <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 />T-2" <br />PRECAST <br />(2) D4.5 WIRE_ <br />f2) 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 />1 0000 <br />5'-10" <br />4'4" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />6251 <br />10000 <br />8615 <br />5000 <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 />6'-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 />81-01, <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 />81-01, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3865 <br />3838 <br />3010 <br />3973 <br />10'-6" <br />9'-21. <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />2984 <br />3021 <br />2320 <br />3118 <br />11'-4" <br />101-01, <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />12'-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 />11'-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'-Q" <br />17-8" <br />PRECAST <br />(2) No. 3 <br />(2) No. 5 <br />1878 <br />1878 <br />1225 <br />1878 <br />14'-8" <br />13'-4" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />2413 <br />2413 <br />1338 <br />1974 <br />(2) No. 4 <br />15'-4" <br />14'-0" <br />PRESTRESSED <br />f2) No. 3 <br />(2) 7116 strand + <br />2199 <br />2199 <br />1219 <br />1846 <br />(2) No. 4 <br />17'-4" <br />16'-0" <br />PRESTRESSED <br />f2) 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 />f2) No. 3 , <br />(2) 7116 strand + <br />1348 <br />1348 <br />753 <br />1330 <br />J2) No. 5 <br />20'-0" <br />181-81, <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1254 <br />1254 <br />702 <br />1271 <br />(2) No. 5 <br />2 1'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 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) 7116 strand HE <br />22'-8" <br />PRESTRESSEF) <br />(2) No.3 <br />(2) No. 5 1 <br />898 1 <br />898 <br />1 481 1 <br />947 <br />DETAIL "0" DETAIL "P" DETAIL "Q" <br />TYPE DESIGNATION <br />P PLAIN LINTEL/ QUANTITY OF #5 BARAT <br />S:SOL D LINTEL -- 11 UNTIL CA111 <br />[8xl 6-P-1 L/1 U] <br />NOMINALWIDTH] L QUANTITY OF #5 BAR <br />NOMINAL HEIGHT J UPPER LINTEL CAVITY <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x2O" 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) U (0) L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DL' <br />DETAIL'DM' <br />DE-rAIL'DL'&'DM' <br />DETAIL'DN' <br />3'-8" <br />2'4' <br />2'-0" <br />PRECAST <br />f2) D4.5 WIRE <br />(2) No. 3 <br />7665 <br />10000 <br />10000 <br />10000 <br />4�-O" <br />2'-8" <br />2'-4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />1 6054 <br />10000 <br />8442 <br />10000 <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 />31-01, <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.-01. <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />4017 <br />10000 <br />5613 <br />10000 <br />5-8" <br />44" <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 />54' <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 />64" <br />6-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />3338 <br />3338 <br />1 1640 <br />3122 <br />91-81, <br />8'4" -1 <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 T <br />2158 <br />2158 <br />936 <br />2036 <br />jP <br />UNIT'2382'- 1ST FLOOR PLAN_ <br />1/811 = 1 1-011 <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"x8" RECESS DOOR HEADER <br />TOTA L <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 />#5 (1) U (1) L <br />SOLID <br />#5 (1) U (0) L <br />#5 (1) U (1) 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'-4" <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--B" <br />1 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 />5'-4" <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 />64" <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 />1 8'-4" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />396 <br />489 <br />1 489 <br />261 <br />1 393 1 <br />_LT <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� U (0) L <br />#5 (1) U (1) L <br />SOLID <br />#5 12) U (1) L <br />DETAIL'DO' <br />DETAIL'DP' <br />DETAIL'DO'&'DP' <br />DETAIL'DQ' <br />31-81, <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'-D" <br />2'-6' <br />2 4' <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7599 <br />1 DOOO <br />10000 <br />10000 <br />4'-2" <br />2'- 10" <br />2'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />f2) No. 3 <br />6796 <br />10000 <br />9505 <br />10000 <br />4'-4" <br />3�-O" <br />2-6' <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 />5'-4" <br />6-0" <br />PRECAST <br />f2) 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 />f2) D4.5 WIRE <br />(2) No. 4 <br />2693 <br />4979 <br />2069 <br />4671 1 <br />rT-8-I <br />8'41 <br />1 81-01, <br />1 PREC ST <br />(2) D4.5 WIRE <br />(2) No. 4 <br />1552 <br />1 2996 <br />1183 <br />1 2844 1 <br />TYPE DESIGNATION <br />P - PLAIN LINTEU QUANTITY OF #5 BAR AT <br />EL <br />S - SOLID LINT LOWER LINTEL CAVITY <br />[8x16-P-1L/1U1 <br />1] L AT <br />OINAL WIDTH- QUA&Truryj #5 DAR AT <br />Tu <br />43'ItNAL HEIG14T UPP CAVITY <br />D ETAIL "DI <br />IN" <br />DETAIL "DC <br />TVP� nFQIrKIATIONI <br />P PLAIN L/ #5 BAR AT <br />S MUD A -1 r WAL CAVITY <br />[8x16-P-1L/1U1 <br />Od*L MTH-1] L BAR AT <br />NDWINAIL HEIGHI L CAVITY <br />TYPE DESIGNATION <br />P - PLAIN LINTEL/ <br />QUANTITY OF #5 BAR AT <br />S - SOLD LINTEL <br />LOW FIR LINTEL CAVITY <br />[8x] 6-P-1 L/I U] <br />NOMINAL WIDTH], <br />L QUANTITY OF III BAR <br />NOMINAL HEIGH <br />UPPER LINTEL CAVITY <br />MAY 3 0 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />SAFE WORKING LATERAL LOADS (PLF) <br />8" X 8" LINTELS <br />Total <br />Length <br />Type <br />8"x8" <br />A <br />8"X8" <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 />263 <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 />7'-6" <br />Precast <br />403 <br />1134 <br />7'-8" <br />Precast <br />392 <br />1100 <br />81-01, <br />Precast <br />363 <br />1037 <br />8'-4" <br />Precast <br />318 <br />981 <br />9'-4" <br />Precast <br />222 <br />772 <br />10'-6" <br />Precast <br />156 <br />600 <br />11 '4" <br />Precast <br />132 <br />651 <br />12'-0" <br />Precast <br />111 <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 />164" <br />Prestressed <br />N.R. <br />369 <br />17'-4" <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 />21'-4" <br />Prestrefsed <br />N.R. <br />138 <br />22'-0" <br />Prestressed <br />N.R. <br />127 <br />24'-0" <br />Prestressed <br />N.R. <br />100 <br />N.R. = Not Recommended <br />co <br />N <br />0 <br />!Z4 <br />0 <br />CID <br />U*) <br />01 <br />< <br />-j i <br />U., <br />C-0 <br />LU <br />LIU <br />v, <br />0 <br />z <br />V) <br />a) LO E <br />> 0 0 <br />n (y) 4, <br />M 00 <br />4- <br />M <br />20 t co <br />U-0-0- 0 0, <br />C: <br />:L- C) <br />E -E = (::) <br />::) 0 U 0 <br />CD 0 <br />LL- 0 <br />-5 " < <br />U <br />Ln <br />u LU <br />IN C: <br />000 E S2 <br />70 <br />.9) <br />0 0 clo. 6 <br />LL1 LU <br />0 LL1 <br />LU <br />LU 0 <br />LU LU 2 p <br />10� z z <br />LU 0 < -j X <br />-< < � �e <br />R -j 0 0� U-002-jo <br /><< <br />F- F-: <br /><OR-Jwo��!Ow 00 -jp= <br />Z) 0 ZU-U-z�-'0i- <br />00j)f90-00�00MM6 <br />UJ LU LU W <br />0 0 <br />U) o z <br />U) V5 <br />CLH-Lu UjI-ZU0f <Qaf -j <br />_3 R 5- z Z 0 UJ 0 CL <br />I < LL) LU Z - z> '< <br />9 vi-5 <br />LL <br />< 0 W MWO 0 <br />C) 01- =) 5 �e Z 9 < <br />< 0 < <br />ILL. <br />�5 <br />C) <br />0 <br />z C114 <br />0 W <br />I- <br />:5 r-- <br />0 <br />z <br />or) <br />< U) CY) Lo <br />j <br />- <br />0- (/) <br />U) <br />Z <br />< LU < Lr� <br />00 <br />Z <br />z 3: <br />Ul <br />W <br />_j 0 <br />0 <br />(0 <br />C14 <br />04 <br />M <br />(%4 <br />CY) <br />(N <br />C) <br />04 <br />C) <br />CNt <br />C) <br />C� <br />C:) <br />C� <br />C:) <br />C� <br />CD <br />C:) <br />C) <br />00 <br />0") <br />to <br />W <br />CD <br />C1q <br />C> <br />C� <br />C) <br />C� <br />C) <br />`� <br />CD <br />C� <br />C) <br />C� <br />C) <br />N1 <br />C) <br />N <br />M <br />C� <br />W <br />C) <br />Lo <br />- <br />W <br />C) <br />A <br />V- <br />'- <br />N <br />6 <br />M <br />LO <br />C) <br />'t <br />C) <br />I� <br />V� <br />CD <br />C� <br />C) <br />6 <br />6 <br />a <br />6 <br />C) <br />0 <br />U <br />a) <br />>I <br />C) <br />C) <br />C) <br />C) <br />'-tl <br />C) <br />C) <br />C) <br />I <br />NI <br />ce) <br />I <br />Lr) <br />I (D I <br />r- <br />Cr <br />00u) <br />Z <br />ZO <br />10 <br />4-0 <br />Lu <br />LU co <br />LLI F- - <br />0 2: <br />0 <br />cy) <br />0 <br />LO <br />-0 <br />L0 <br />OWW2 <br />z <br />CL M< <br />F- <br />< <br />LU <br />< <br />< <br />co 0 z <br />- M: <br />z <br />0 != LIJ <br />z -JI <br />CC) <br />ry <br />>- j)f 2 <br />< LU 0 <br />Z. z ry <br />Z Z LLI <br />w r4q <br />0 <br />< < F- <br />-1 2 Z <br />b3; <br />< <br />0 <br />IL >- 'W <br />U) z <br />z <br />z <br />=F < 0 <br />z <br />F- 0 <br />L) <br />0 <br />0 <br />F- <br />z <br />S12 <br />< <br />z <br />z <br />LLI <br />LU <br />Q0 <br />C:) <br />> <br />LAST PLO�� DATE <br />I <br />Apr. 24, 23 <br />0 <br />STFiUCTURAL <br />D ETAI LS A <br />
The URL can be used to link to this page
Your browser does not support the video tag.