6745-6755 Basswood Cir - Laserfiche WebLink

Browse Search

M-8 DETAIL 'B' "6'^'6a DETAIL 'B' DETAIL 'B' DETAIL 'B' DETAIL 'B' �� LL DETAIL 'B' REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE W❑RKING LOADS (PLF) 8' x 8' LINTELS MARK NO. LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL TOP BARS LINTEL BOTTOM BARS GRAVITY SAFE LOAD UPLIFT SAFE LOAD SAFE LATERAL LOADS (PLF) PLAIN S❑LID #5(1)U(0)L S❑LID #5(1)U(1)L S❑LID #5(1)U(0)L #5(1)U(1)L S❑LID #5(2)U(1)L 8'x8' (PLAIN) 8'x8' (SOLID) A BAR B BAR DETAIL A DETAIL B DETAIL C DETAIL B & C DETAIL D M-4 4'-6' 3'-2' Precast (2) #3 (2) #2 NONE 1343 2165 2165 2608 2608 638 1266 M-7 5'-10' 4'-6' Precast (2) #3 (2) #3 NONE 860 1423 1423 1470 1609 543 1105 M-8 6'-4' 5'-0' Precast (2) #3 (2) #4 NONE 740 1283 1283 1216 1405 634 1355 M-11 7'-6' 6'-2' Precast (2) #3 (2) #4 NONE 570 991 991 825 1082 446 938 M-17 ll'-4' 10'-0' Precast (2) #3 (2) #5 NONE 315 567 567 317 607 198 620 M-22 14'-8' 13'-4' Prestressed (2) #3 (2) #4 NONE N.R. 480 480 243 471 N.R. 341 j�ETAIL 'B' REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE W❑RKING LOADS (PLF) 8' x 8' RECESS DOOR HEADER MARK TOTAL CLEAR LINTEL TOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD S❑LID S❑LID S❑LID S❑LID NO. LENGTH SPAN TYPE BAR BOTTOM BAR LATERAL SAFE LOAD PLAIN #5(1)U(o)L PLAIN S❑LID #5(1)U(0)L #5(1)U(1)L #5(1)U(1)L #5(2)U(1)L A BAR B BAR DETAIL DA DETAIL DB DETAIL DC DETAIL DB & DC DETAIL DF DETAIL DA DETAILDB D-4 4'-4' 1 3'-0'1 Precast (2) #3 1 (2) #2 NONE 963 1 1230 1230 1596 1 1596 785 1386 ENGINEERING SPECIFICATI❑NS: 1.) SAFE LOADS ARE TOTAL SUPERIMP❑SED ALLOWABLE LOADS. 2.) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAX, RESISTING SHEAR AND MOMENT FOR THE LISTED LINTELS. 3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND PER LINEAR FOOT, GENERAL N❑TES1 1.) CODES 1.1 FLORIDA BUILDING CODE 6TH EDITI❑N 2017 1.2 BUILDING CODE REQUIREMENTS FOR REINF❑RCED CONCRETE (ACI 318-11). 13 AMERICAN S❑CIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2.) CONCRETE: 2A CONCRETE C❑MPRESSIVE STRENGTH AT 28 DAYS1 2.1.1 PRE —CAST W/STANDARD REINF❑RCEMENT-4000 PSI MIN, 212 PRE —CAST W/PRESTRESS REINFORCEMENT-6000 PSI MIN, 2.1.3. GROUT PER ASTM C476 — 3000 PSI W/ MAX, 3/8' AGGERATE, 2.2 REINF❑RCING BARS, 22A STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATI❑N ASTM A615 (GRADE 60) 22,2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) 23 PRESTRESS STRANDS ASTM A416 7—WIRE, STRESS RELIEVED 270 2,4 DETAIL REINF❑RCEMENT IN ACCORDANCE WITH ACI 315. 2,5 C❑NCRETING ❑PERATI❑NS SHALL COMPLY WITH ACI STANDARDS, 3,) MASONRY: 8' TO 11' SLUMP, ASTM A615 (GRADE 40), KSI 3,1 DESIGN AND C❑NSTRUCTI❑N SHALL CONFORM TO THE SPECIFICATI❑N OF THE NATI❑NAL CONCRETE MASONRY ASS❑CIATI❑N AND ACI 530-11, 3.2 MINIMUM MASONRY UNIT STRENGTH; F'M 1500 PSI. 33 MORTAR SHALL BE TYPE S, 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTI❑N 2101,3,1 OF FLORIDA BUILDING CODE 6TH EDITI❑N 2017 4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN THEY SHALL BE PR❑VIDED A TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT. 0o M-8 DETAIL 'B' I J LINTEL PLAN 2' RECESS •O�eee: [ hereby certify that I have reviewed this plan and found It to be 1'rg;� compliance with ASCE 7-10 and the Florida Building Code 2017 6th Editiow-01, David W, Smith, P,E, #53608 '