6437 Ashville Dr - Laserfiche WebLink

Browse Search

TABLE No, 2 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(o)L #5(1)U(1)L - S❑LID #5(2)U(I)L 8"x8" (PLAIN) 8"x8' (S❑LID) A BAR B BAR DETAIL A DETAIL B DETAIL C DETAIL B & C DETAIL D M-1 2'-10' 1'-6" Precast (2) #3 (2) #2 NONE 4245 7809 7809 8529 10000 1998 3964 M-2 3'-6' 2'-2' Precast (2) #3 (2) #2 NONE 2475 3837 3837 4815 4815 1168 2318 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 TABLE No. 9 REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE W❑RKING LOADS (PLF) 8" x 8" RECESS DOOR HEADER MARK NO, TOTAL LENGTH CLEAR SPAN LINTEL TYPE TOP BAR LINTEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD LATERAL SAFE LOAD 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 PLAIN S❑LID A BAR B BAR DETAIL DA DETAIL DB DETAIL DC DETAIL DB & DC DETAIL DF DETAIL DA DETAILDB D-1 3'-8' 2'-4" Precast (2) #3 (2) #2 NONE 1360 1691 1691 2234 2234 1172 2071 D-2 4'-0' 2'-8' Precast (2) #3 (2) #2 NONE 1131 1425 1425 1863 1863 950 1677 D-4 4'-4' 3'-0" Precast (2) #3 (2) #2 NONE 963 1230 1230 1596 1596 785 1386 2' RECESS DETAIL 'DB' ENGINEERING SPECIFICATI❑NS: 1.) SAFE LOADS ARE TOTAL SUPERIMPOSED 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, GENERALNOTE 1.) CODES 1,1 FLORIDA BUILDING CODE 5TH EDITI❑N 2014 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-02). 13 AMERICAN S❑CIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2.) CONCRETE: 2.1 CONCRETE C❑MPRESSIVE STRENGTH AT 28 DAYS 211 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, 8' TO 11' SLUMP, 2.2 REINF❑RCING BARS, 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 23 PRESTRESS STRANDS ASTM A416 7—WIRE, STRESS RELIEVED 270 KSI 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, 2,5 CONCRETING ❑PERATIONS SHALL COMPLY WITH ACI STANDARDS. 3J MAS❑NRY+ 3.1 DESIGN AND CONSTRUCTI❑N SHALL CONFORM TO THE SPECIFICATI❑N OF THE NATI❑NAL CONCRETE MASONRY ASSOCIATI❑N AND ACI 530-02. 3.2 MINIMUM MASONRY UNIT STRENGTH+ F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4J STRUCTURAL 41 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 2007 (INCLUDING 2009 SUPPLEMENTS) 42 FOR LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN THEY SHALL BE PROVIDED A TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT, D-4 M-4 2668 SH25 DETAIL 'DB' DETAIL 'B' M-4 D-4 SH 13 2468 DETAIL 'B' DETAIL 'DR' M-1 18x36 DETAIL 'B' M-4 M-4 SH35/2 M-4 D-4 M-4 SH35/2 DETAIL 'B' SH25 3068 SH25 DETAIL 'B' DETAIL 'B' DETAIL 'DB' DETAIL 'B' ❑ ❑ ❑ ❑ LINTEL PLAN I hereby certif y that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 5th Edition 2014 David W, Smith, P.E. #53608