Laserfiche WebLink
J <br />M-8 CD <br />DETAIL 'B' j <br />L <br />M-7 <br />SH35 <br />DETAIL 'B' <br />i <br />M-7 <br />EGRESS <br />DETAIL 'B' <br />gM-7 <br />TA5,. <br />--43'-4' <br />M-22 <br />DETAIL 'B' <br />D-4 <br />DETAI'BB' <br />M-11 <br />6' SUDING GLASS DR <br />DETAIL 'B' <br />10' <br />M-17 <br />6' SUDING GLASS DR <br />DETAIL 'B' <br />M-17 <br />10' GARAGE DOOR <br />DETAIL 'B' <br />M-57 <br />SH3EGRESS <br />DETAIL 'B' <br />PI-11 <br />6' SUDING GLASS DR <br />DETAIL 'B' <br />M-11 <br />6' SUDING GLASS DR <br />DETAIL 'B' <br />�gSH <br />M-7 <br />DEIAR31L 'B <br />ggMRR-7 <br />ESS <br />SH35 <br />'1_ <br />M-11 <br />6'NG SS DR <br />M-11 <br />6' SUDING GLASS DR <br />DETAIL 'B' <br />M-7 <br />SH35 <br />DETAIL 'B' <br />3068 SH35 „ I I M-7 Dp-4 I I 3068• SH35, I I SH35 330688 I I 068 SH35, <br />DETAIL 'DR'DETAIL B SH35 DE AI68 DB DETAIL DB' DETAIL B DETAIL B <br />DETAIL 'B' ]ETAIL 'B' DETAIL DB DETAIL DB <br />3'-4' 3'-4' <br />M-22 M-22 <br />DETAIL 'B' DETAIL 'B' <br />10' <br />M-17 <br />REINFORCING SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING LOADS (PLF) <br />8' x 8' LINTELS <br />MARK <br />NO. <br />LINTEL <br />LENGTH <br />CLEAR <br />SPAN <br />LINTEL <br />TYPE <br />LINTEL <br />TOP <br />BARS <br />LINTEL <br />BOTTOM <br />BARS <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SAFE LATERAL LOADS (PLF) <br />PLAIN <br />SOLID <br />#5(1)IKO)L <br />SOLID <br />*5(IXXIX <br />SOLID <br />#5uxxO)L <br />#5(1)LKIX <br />SOLID <br />#5(2MIX <br />8'x8' <br />(PLAIN) <br />8'x8' <br />(SOLID) <br />A BAR <br />B BAR <br />DETAIL A <br />DETAIL B <br />DETAIL C <br />DETAIL B 5 C <br />DETAIL D <br />M-4 <br />4'-6" <br />3'-2' <br />Precast <br />(2) #3 <br />(2) #2 <br />NONE <br />1343 <br />2165 <br />2165 <br />2608 <br />2608 <br />638 <br />1266 <br />M-7 <br />5'-10' <br />4'-6' <br />Precast <br />(2) #3 <br />(2) #3 <br />NONE <br />860 <br />1423 <br />1423 <br />1470 <br />1609 <br />543 <br />1105 <br />M-8 <br />6'-4' <br />5'-0' <br />Precast <br />(2) #3 <br />(2) #4 <br />NONE <br />740 <br />1283 <br />1283 <br />1216 <br />1405 <br />634 <br />1355 <br />M-11 <br />7'-6' <br />6'-2' <br />Precast <br />(2) #3 <br />(2) #4 <br />NONE <br />570 <br />991 <br />991 <br />825 <br />1082 <br />446 <br />938 <br />M-17 <br />11'-4' <br />10'-0' <br />Precast <br />(2) #3 <br />(2) #5 <br />NONE <br />315 <br />567 <br />567 <br />317 <br />607 <br />198 <br />620 <br />M-22 <br />14'-8' <br />13'-4' <br />Prestressed <br />(2) #3 <br />1 (2) #4 <br />NONE <br />N.R. <br />480 <br />480 <br />243 <br />471 <br />1 N.R. <br />341 <br />REINFORCING <br />SAFE WORKING <br />8' x 8' <br />SCHEDULE & LOAD CAPACITIES <br />LOADS (PLF) <br />RECESS DOOR HEADER <br />MARK <br />NO. <br />TOTAL <br />LENGTH <br />CLEAR <br />SPAN <br />LINTEL <br />TYPE <br />TOP <br />BAR <br />LINTEL <br />BOTTOM BAR <br />GRAVITY SAFE <br />LOAD <br />UPLIFT SAFE LOAD <br />LATERAL SAFE LOAD <br />PLAIN <br />SOLID <br />#5(1)U(0)L <br />SOLID <br />*5(1XJ(1)L <br />SOLID <br />#5(1XJ(OX <br />#5(1XJ(1X <br />SOLID <br />#5(2)U(1)L <br />PLAIN <br />SOLID <br />A BAR <br />B BAR <br />DETAIL DA <br />DETAIL DB <br />DETAIL DC <br />DETAIL DB & DC <br />DETAIL DF <br />DETAIL DA <br />DETAILDB <br />D-4 <br />4'-4' <br />1 3'-0' <br />1 Precast <br />1 (2) #3 <br />1 (2) #2 <br />1 NONE <br />1 963 <br />1 1230 <br />1230 <br />1596 <br />1596 <br />1 785 <br />1386 <br />lug <br />10' <br />M-17 <br />M-17 <br />10' RAA�GE,�OOR <br />3'-4' <br />M-22 M-22 <br />DETAIL 'B' DETAIL 'B' <br />M-17 <br />10' GARAGE DOOR <br />DETAIL 'B' <br />ENGINEERING SPECIFICATIONS: <br />1.) SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOADS. <br />2.) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY <br />CALCULATING MAX. RESISTING SHEAR AND MOMENT FOR THE LISTED LINTELS. <br />3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND PER LINEAR F❑OT, <br />GENERAL NOTES: <br />1.) CODES <br />1.1 FLORIDA BUILDING CODE 6TH EDITION 2017 <br />1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-11). <br />1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER <br />STRUCTURES (ASCE 7-10). <br />2.) CONCRETE: <br />2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: <br />2.1.1 PRE -CAST W/STANDARD REINF❑RCEMENT-4000 PSI MIN. <br />2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI MIN. <br />2.1.3. GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8' AGGERATE, 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) 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 />3.) MASONRY: <br />3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL <br />CONCRETE MASONRY ASSOCIATION AND ACI 530-11, <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 BEARING OF 8' (WITH A MINIMUM <br />ACCEPTABLE BEARING OF 4' PER SECTION 2101.3.1 OF FLORIDA BUILDING CODE 6TH EDITION 2017 <br />4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN THEY SHALL BE PROVIDED A <br />TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS <br />AFTER GROUT PLACEMENT. <br />ao M-8 <br />DETAD B <br />r 7q <br />J <br />3'-4' <br />M-22 <br />DETAIL 'B' <br />LINTEL PLAN <br />I hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition <br />David W. Smith, P.E. #53608 <br />