My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36657 Garden Wall Way
Zephyrhills
>
Building Department
>
Building Plans
>
36657 Garden Wall Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2025 1:10:32 PM
Creation date
2/18/2025 3:12:55 PM
Metadata
Fields
Template:
Building Plans
Street #
36657
Location
Garden Wall Way
Contractor
Lennar
Building Plans - Permit #
Unknown
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
29
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 />(01#5L (1)#5U <br />(1)#5L (1)#5U <br />(0)#5L (1)#5U <br />(I)#5L (2)#5U <br />DETAIL'A' <br />DETAIL'B' <br />DETAIL'C' <br />f1)#5L (1)#5U <br />DETAIL'D' <br />DETAIL 'B'&'C' <br />2'-10" <br />1'4' <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 />156E <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 />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 />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 />64" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No. 4 <br />619 <br />1130 <br />1130 <br />1115 <br />115 <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 />7-0" <br />PRECAST <br />(2) D4.5 WIRE <br />Z No. 4 <br />548 <br />1001 <br />1001 <br />979 <br />988 <br />74" <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 />1014' <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 />1141 <br />10'-01, <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 />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'-C <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) 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) 7/16 strand + <br />N.R. <br />357 <br />357 <br />254 <br />352 <br />2 No. <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />2 <br />O 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 />21 7(2) strand + <br />256 <br />256 <br />188 <br />262 <br />2 No. S <br />N.R. <br />1 <br />2l'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />219 <br />219 <br />65 <br />229 <br />2 No. <br />N.R. <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) 7116 strand + <br />22'-8" <br />PRESTRESSED <br />121 No.3 <br />(2) No. S <br />N.R. <br />164 1 <br />164 <br />124 <br />1 179 <br />N.R.- NOT RECOMMENDED <br />.•r <br />DETAIL "A" DETAIL "B" <br />••,..fir. �.«•r: <br />DETAIL "C" DETAIL "D" <br />TYPE DESIGNATION <br />r.GWER_I �A5Aw1-YA <br />[8xl 6-P-1 L/l U] <br />h IAI.NA-WIDTJ LQUANTRY 1f15111 <br />MINALHEIGHi UPP I JNTTLCAVFY <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 (1)#5U <br />(0)#5L II)#5U <br />(1)#5L (1)#5U <br />(1)#5L (2)#5U <br />DETAIL'H' <br />DETAIL'J' <br />(1)#5L (1)#5U <br />DETAIL'H' &'J' <br />DETAIL'K' <br />2'-10" <br />l'-6" <br />PRECAST <br />2 D4.5 WIRE <br />2 No.3 <br />10000 <br />1 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 <br />O 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 />54" <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 />6-0" <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 />0'4' <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'-01, <br />PRECAST <br />(2) No.3 <br />2 No.5 <br />1568 <br />1568 <br />1222 <br />1568 <br />12'-0" <br />1 '- <br />0 8" <br />PRECAST <br />2 No.3 <br />(1 <br />2 No. <br />14 9 <br />3 <br />14 9 <br />3 <br />1075 <br />14 9 <br />3 <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'-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 <br />O No.3 <br />(2) 7116 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) 7116 strand + <br />1291 <br />1291 <br />775 <br />1270 <br />2 No.4 <br />17'-4" <br />6-0" <br />PRESTRESSED <br />2 No. 3 <br />f1 <br />(2) 7116 strand + <br />993 <br />993 <br />600 <br />1084 <br />2 No.4 <br />19'-4" <br />18'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 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) 7116 strand + <br />961 <br />961 <br />446 <br />872 <br />2 i,lo.5 <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />2 <br />() No. 3 <br />(2) 7116 strand + <br />834 <br />834 <br />390 <br />763 <br />2 No.S <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />2 <br />O No. 3 <br />(2) 7116 strand + <br />720 <br />720 <br />366 <br />716 <br />2 No.S <br />(2) 7116 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 />.. <br />Z. <br />-. j7rrl-� <br />DETAIL "H" DETAIL "J" <br />DETAIL "K" <br />TYPE DESIGNATJ10N <br />PAIR <br />[8xl 6-P-1 L/1 U] <br />.OInINA. VIDTJ J LO NO!nIJA_HJGHT UP R <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8"xl2" 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 (l,i U (0) L <br />SOLID <br />#5 (1) U (0) L <br />#5 I U I1' L <br />SOLID <br />#5 (2) J (1,� I_ <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 />5�37 <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'-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 />5'-8' <br />4'-4'' <br />4'-0' <br />PRECAST <br />(2) D45 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 />b' 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) Nc. 4 <br />1300 <br />1000 <br />686 <br />903 <br />-77a f�.' <br />DETAIL "DE" DETAIL "DF" <br />DETAIL "DG" <br />TYPE DESIGNATION <br />P - P'�41N JME., QUA."+T17 O` #5 BAR A� <br />S-SOLID JN7E'_ rLCn'ER LINTEL CAvI-Y <br />[8xl 6-P-1 L/ l U] <br />LA....r...BARa <br />ti,..t INA_H EIGa- ,aFE4-I _CAvfI'� <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 />(0)#5L (1)#5U <br />(1)#5L (1)#5U <br />(1)#51- (2)#5U <br />(1)#5LO)#5U <br />DETAIL'E' <br />DETAIL <br />DETAIL 'E' &'F' <br />DETAIL'G' <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 />9383 <br />10000 <br />10000 <br />10000 <br />4'-0" <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 />4'4" <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 />6-6" <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" <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 />914" <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />2 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 l'-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 />1 V-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'-B" <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 />5'-4" <br />14'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7/16 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) 711 strand + <br />836 <br />836 <br />426 <br />763 <br />2 No.4 <br />(2) <br />19'-4" <br />18'-01, <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 />I2 1 No. 3 <br />(2) 7116 strand +2 <br />607 <br />607 <br />317 <br />601 <br />No. <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />121 7(2) strand + <br />524 <br />524 <br />277 <br />526 <br />2 No.5 <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.S <br />(2) 7/16 strand + <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(9) No. S <br />399 <br />399 <br />217 <br />412 <br />TYPE DESIGNATION <br />l.�A- <br />s <br />[8x16-P-1 L/1 U] <br />NCMINA-L W IDTHj J L QUANTIIY OF 15 BAR AT <br />lCMNAL HEIGHT UPFER LI:'TEL CASJITY <br />DETAIL "E" DETAIL "F" DETAIL "G" <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)#51 O)#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 />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 />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 />4'-6" <br />PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />5095 <br />8995 <br />7007 <br />9811 <br />64' <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 />1 V-4" <br />10'-w <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 />l l <br />2 No.S <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 />(21 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 />I I <br />(2) 7116 strand + <br />1948 <br />1948 <br />1093 <br />1591 <br />2 No.4 <br />5'-4" <br />4'-0" <br />PRESTRESSED <br />2 No.3 <br />( I <br />(2) 7116 strand + <br />1774 <br />1774 <br />996 <br />1494 <br />2 No.4 <br />T-4" <br />6'-0" <br />PRESTRESSED <br />2J No. 3 <br />(2) 7116 strand + <br />1368 <br />368 <br />771 <br />264 <br />2 No.4 <br />9'-4" <br />8'-0" <br />PRESTRESSED <br />2 No. 3 <br />I I <br />(2) 7116 strand + <br />1084 <br />084 <br />615 <br />095 <br />2 No 5 <br />20'-0" <br />18'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />1008 <br />008 <br />573 <br />048 <br />2 No.S <br />21'-4" <br />20'-0" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />877 <br />877 <br />501 <br />966 <br />2 No.S <br />22'-0' <br />20'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) 7116 strand + <br />850 <br />850 <br />471 <br />923 <br />2 No.5 <br />(2) 7116 strand + <br />22'-8" <br />PRESTRESSED <br />2 No. 3 <br />l I <br />(2) No 5 <br />740 <br />740 <br />393 <br />772 <br />10 <br />DETAIL "L" <br />DETAIL "M" <br />DETAIL "N" <br />TYPE DESIGNATION <br />I Q'JA\r=SBARA- <br />S-S,. ID LI i_' �_DNFc J17I CAT'R' <br />�r <br />[8xl 6-P-1 L/1 U] <br />110A.INAL WIDTJ LCUANTRY O.#S BAR <br />N MINAi H-IGH_ JP, _R _NTE. CA\9L• <br />GENERAL NOTES: <br />1.) CODES <br />1.1 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 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 />BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" <br />PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION <br />R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING <br />SECTION 2104.1 <br />4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE <br />LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND <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 <br />BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED <br />UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. <br />3000 PSI GROUT - <br />(PLACED IN FIELD) <br />2" <br />LO <br />ti <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />) #5 CONTINUOUS REQ'D. <br />R STRUCTURAL PLAN <br />" STIRRUPS AT 4'-0" cc <br />OR WELDED) <br />-OM BARS <br />SCHEDULE <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 <br />(PLACED IN FIELD) <br />2" <br />ch <br />Cl) <br />61 <br />u5 m <br />r- <br />c•� <br />MIN. <br />7 5/8" <br />TOP LEG BARS: <br />(SEE SCHEDULE) <br />2" <br />(1) #5 CONTINUOUS REQ'D <br />PER STRUCTURAL PLAN <br />�F-7/32" STIRRUPS AT 4'-0" cc <br />(TIED OR WELDED) <br />BOTTOM BARS <br />SEE SCHEDULE <br />NOTES: <br />l . 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 RECESS LINTEL SECTION <br />PRECAST CONCRETE <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)#51L O)#5U <br />(0)#5L ( )#5U <br />(1)#5L (2)#5U <br />(1)#4L(1)#5U <br />DETAIL'O' <br />DETAIL'P' <br />DETAIL'O' &'P' <br />DETAIL'Q' <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 />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'-10" <br />4'-6" <br />1 PRECAST <br />(2) D4.5 WIRE <br />2 No.3 <br />6251 <br />1 10000 <br />8615 <br />10000 <br />6'41 <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 />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 />1 V-4" <br />10'-0" <br />PRECAST <br />(2) No. 3 <br />2 No. 5 <br />2699 <br />2699 <br />1959 <br />2699 <br />12'-0" <br />1 '-8" <br />PRECAST <br />(2I No.3 <br />2No.5 <br />2436 <br />2436 <br />1727 <br />2736 6 <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'-0" <br />12'-8" <br />PRECAST <br />(2) No.3 <br />2 No. 5 <br />1878 <br />1878 <br />1225 <br />1878 <br />4'-8" <br />13'-4" <br />PRESTRESSED <br />2 <br />() No. 3 <br />(2) 7/16 strand + <br />2413 <br />2413 <br />1338 <br />1974 <br />2 No.4 <br />1 <br />5'-4" <br />14'-0" <br />PRESTRESSED <br />2 No. 3 <br />O <br />(2) 7116 strand +2 <br />2199 <br />2199 <br />1219 <br />1846 <br />No. <br />74" <br />16-0" <br />PRESTRESSED <br />(2) No.3 <br />(2) 7/16strand + <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 />348 <br />753 <br />1330 <br />2 No.S <br />20'-0" <br />16-8" <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) 7116 strand +No.S <br />092 <br />092 <br />614 <br />1167 <br />2 <br />22'-0" <br />20'-8" <br />PRESTRESSED <br />2 No. 3 <br />(I <br />(2) 7/ 16 strand + <br />023 <br />023 <br />576 <br />1121 <br />2 No. <br />(2) 7/16 strand + <br />24'-0" <br />22'-8" <br />PRESTRESSED <br />(2) No. 3 <br />(2) No. 5 <br />898 <br />898 <br />481 <br />947 <br />....: <br />DETAIL "0" DETAIL "P" DETAIL "Q" <br />CHARTS FROM QUALITY PRECAST COMPANY <br />COMMERCIAL CONCRETE PRODUCTS, INC. <br />GRAVITY & UPLIFT SAFE LOADS (PLF) <br />8''xl6'' RECESS DOOR HEADER <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />DOCK <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 />## (1. )) UU(0) LL <br />SOLID <br />#5 (2) U (1) L <br />DETAIL 'DH' <br />DETAIL'DS <br />DETAIL'DH' &'DJ' <br />DETAIL'DK' <br />3'-8' <br />2-4' <br />2'-0" <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 />)DODO <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 />95C3 <br />4'-4' <br />3'-0" <br />28" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.3 <br />3647 <br />9133 <br />7835 <br />8173 <br />4'-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 />6382 <br />5'-8' <br />4'-4' <br />a'-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" 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 />64- <br />8'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1563 <br />1563 <br />1113 <br />1455 <br />DETAIL "DH" DETAIL "DJ" <br />••1� <br />DETAIL "DK" <br />TYPE DESIGNATION <br />N I' QUANTITY OF #5 BAR AT <br />P -PIAI L�UEJ <br />I'T LOWER LINTEL CAVITY <br />S-SOLID LN EL � r <br />[8xl 6-P-1 L/I U] <br />NCN MD- J L 111,T1, CARSBAR <br />TYPE DESIGNATION <br />dE. <br />[8xl 6-P-1 L/1 U] <br />NCWINAL V•'IDTH'J J LQUAr.'RY OF #5 BAR <br />NOMINAL HEIG, UPFEF LIIJTEL 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 />LR;TE_ STEEL TOP <br />WIPE / 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 UU D I'I L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL'DU <br />DETAIL'DM- <br />DETAIL 'DL' &'DM' <br />DETAIL'DN' <br />3'-8" <br />24' <br />2'-0" <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No. 3 <br />7665 <br />)DODO <br />10D00 <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 />iDODO <br />8442 <br />10000 <br />4-2' <br />2-10 <br />2'-6" <br />PRECAST <br />�2i D4.5 WIRE <br />(2) Nc.3 <br />5413 <br />IX00 <br />7552 <br />1C000 <br />4'-4' <br />3-0, <br />2'-8' <br />PRECAST <br />(2) D45 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 />(21 D4.5 WIRE <br />j2) No.3 <br />2448 <br />7050 <br />3434 <br />6540 <br />6'-8 <br />5-4' <br />5'-0 <br />PRECAST <br />121 D45 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 />12) D4.5 WIRE <br />(2) No. <br />3338 <br />3338 <br />164C <br />3122 <br />9'-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 />DETAIL "DL" <br />DETAIL "DM" <br />DETAIL "DN" <br />TYPE DESIGNATION <br />[8x16-P-IL/IU] <br />OH <br />UNIT'2551' - 1ST FLOOR PLAN <br />1 /8it = 1'-011 <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 />LINTEL STEEL TOP <br />WIRE/ BAR <br />LINTEL STEEL <br />BOTTOM BAR <br />A LOAD <br />GRAVITY SAFE LO <br />S <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 />#5 111 U Ill L <br />SOLID <br />#5 (2) U ill L <br />1 <br />DETAIL'DA' <br />DETAIL'DB' <br />DETAIL'DC' <br />1 <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'-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 />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 />8'-4" <br />8'-01, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />396 <br />489 <br />489 <br />261 <br />393 <br />ul-I <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 /># (111 UUjO, L L <br />SOLID <br />#5 (2) U (1) L <br />DETAIL DO' <br />DETAIL'DP' <br />DETAIL'D0' &'DP' <br />DETAIL'DG' <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 />1DDDO <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 />10D00 <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 />5-0, <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. <br />2693 <br />4979 <br />2069 <br />4671 <br />9'-8'' <br />8'-4'' <br />8'-01, <br />PRECAST <br />(2) D4.5 WIRE <br />(2) No.4 <br />1552 <br />2996 <br />1183 <br />2844 <br />.. <br />, ..r• <br />, ..r. <br />yi,�•7. <br />y�.4.7. <br />�i,.1 �. <br />DETAIL "DO" DETAIL "DP" DETAIL "DQ" <br />TYPE DESIGNATION <br />Lop- I <br />[8x16 P IL/IU] <br />TYPE DESIGNATION <br />IN IN. C AL R .. #,` EAR A'- <br />SOLDLLJ._ r'_OE E'_C�.Vry <br />[8x16-P-1 L/l U] <br />NOMINAL W IDTHy IJ L O'J.AIIT Y F #5 BAR AT <br />NOMINAL HEIGHT UPPER LINTEJCAV11Y <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 />1 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 />7'-6' <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 />9141 <br />Precast <br />222 <br />772 <br />10'-6' <br />Precast <br />156 <br />600 <br />1 V-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 />154" <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 />Prestressed <br />re d <br />N.R. <br />138 <br />3 <br />22'-0" <br />Prestressed <br />N.R. <br />127 <br />24'-0" <br />Prestressed <br />N.R. <br />100 <br />N.K. = Not Recommended <br />N <br />O <br />In <br />N <br />00 <br />\ \ <br />Q <br />z <br />2 <br />2 <br />0 <br />w <br />z <br />Q <br />V) <br />(D LO <br />�? <br />E <br />o <br />W <br />L <br />N C N <br />N <br />N <br />o. M <br />V D O^ <br />u ch <br />M <br />` <br />(D C <br />Y0 <br />- <br />L <br />8 o <br />rn <br />VJ�= LLo <br />l!/ s u <br />N Q <br />.L0 <br />610 <br />Lu Q' <br />N <br />(D <br />/� ` <br />W <br />. 0 Em <br />m <br />70 <br />C1 ^ 0� m <br />CL -0 <br />LIJLLI <br />O W <br />W W <br />��- <br />U)W O F- <br />J W O <br />LL O <br />LL O <br />aQ <br />H <br />J c 0 <br />J 8<ZLL-- <br />CJ w� w 0 Z <br />3� N 0 <br />-10�aQ <br />O W 0 0 m z <br />J <br />z <br />w o <br />Z <br />Cn a- In W <br />Q~wOwF<u5Kww0wOmQ <br />W C5 2 Q <br />J <br />LL <br />oC o <br />D 0QQxa <br />IL Q <br />0 W <br />O <br />C) <br />N <br />zw <br />� <br />tO <br />=\ <br />'^�'^ <br />/ vJ c O <br />z <br />Q vJ <br />LL <br />G vJ <br />w Lfi <br />co <br />I..L 6L G <br />00 <br />ZUf�- <br />wz <br />w <br />J <br />J <br />00 <br />I <br />I <br />I <br />O <br />N <br />C3 <br />N <br />O <br />N <br />r <br />N <br />N <br />N <br />o <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />N <br />CD <br />O <br />M <br />M <br />W <br />0 <br />O <br />0 <br />O <br />- <br />N <br />o <br />N <br />o <br />[ <br />r <br />I <br />' <br />z <br />O <br />w0 <br />r <br />0 <br />N <br />0 <br />co <br />0 <br />.t <br />o <br />Ln <br />I <br />I <br />00 <br />C <br />ZZ <br />Qz <br />C)zw <br />-�-+ <br />0 <br />w <br />coo <br />U <br />U U <br />O <br />Owo <br />-0 <br />QLn <br />l� <br />Lz <br />a -a <br />w Q <br />LLJ <br />t..t / <br />~~� <br />N <br />w <br />Zo= <br />w <br />V) <br /><F-:) <br />■ <br />N <br />O <br />Mfg <br />zoo <br />Z <br />U <br />u- <br />az <br />. . <br />Wz <br />z <br />p <br />_o <br />W <br />Z <br />1 2 <br />z <br />z <br />w <br />uJ <br />co <br />CD <br />r <br />LAST PLOT <br />DATE <br />N <br />STRUCTURAL DETAIL <br />z0 <br />A (LEFT) <br />
The URL can be used to link to this page
Your browser does not support the video tag.