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M-8 •' <br />DETAIL 'B' 00 <br />L <br />M-7 M-11 <br />M-11 M-7 <br />M-11 <br />M-11 <br />M-7 M-11 <br />M-11 M-7 <br />SH:55 6' SLII,DDING CBS DR <br />DEETGARIELSS•B' <br />6' DEITAIL B GLASS DR Ms � <br />DETAIL B <br />gMH-7 <br />EGRESS 6' SUDING <br />DETAILGLASS DR <br />DETAIL B' 'it <br />gMF-7 <br />6' S DINnFTG G 'LASS DR &kfiS � <br />DETAIL B <br />MS 6' SLIDING GLASS DR <br />DETAIL B <br />6' DETAIL GLASS DR SH35 S , <br />DETAIL B <br />M-7 <br />M-7 <br />SH35 <br />DETAIL 'B' <br />SH35 <br />DETAIL 'B' <br />M-7 D-4 <br />D-4 M-7 <br />M-7 D-4 <br />D-4 M-7 <br />M-7 D-4 <br />D-4 M-7 <br />SH35 3068 <br />DETAIL 'B' DETAIL 'DB' <br />3068 SH35 <br />DETAIL 'DB' DETAIL 'B' <br />SH35 3068 <br />DETAIL 'B' DETAIL 'DB' <br />3068 SH35 <br />DETAIL 'DH' DETAIL 'B' <br />SH35 3068 <br />DETAIL 'B' DETAIL 'DH' <br />3068 SH35 <br />DETAIL 'DB' DETAIL <br />M-17 <br />M-17 <br />M-17 <br />M-17 <br />M-17 <br />M-17 <br />10' GARAGE DOOR <br />-I <br />10' GARAGE DOOR <br />'B' <br />10' GARAGE DOOR <br />'B' <br />10' GARAGE DOOR <br />'B' <br />10' GARAGE DOOR <br />'B' <br />10' GARAGE DOOR <br />'B' <br />DETAIL 'B' <br />DETAIL <br />DETAIL <br />DETAIL <br />DETAIL <br />DETAIL <br />L_j <br />4' <br />M-23 <br />DETAIL 'B' <br />4' <br />M-23 <br />DETAIL 'B' <br />TABLE No. 2 <br />REINF❑RCING 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)U(0)L <br />SOLID <br />#5(1)U(1)L <br />SOLID <br />#5(1)U(0)L <br />#50)UML <br />SOLID <br />#5(2)U(1)L <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 & 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 />1 Precast <br />1 (2) #3 <br />(2) #5 <br />NONE <br />315 <br />567 <br />567 <br />317 <br />607 <br />198 <br />620 <br />M-23 <br />15'-4' <br />14'-0' <br />1 Prestressed <br />(2) #3 <br />(2) #4 <br />NONE <br />N.R. <br />454 <br />454 <br />221 <br />429 <br />N.R. <br />302 <br />TABLE No. 9 <br />REINF❑RCING <br />SCHEDULE & LOAD CAPACITIES <br />SAFE WORKING <br />LOADS (PLF) <br />8' x 8' <br />RECESS DOOR HEADER <br />MARK <br />TOTAL <br />CLEAR <br />LINTEL <br />TOP <br />LINTEL <br />GRAVITY SAFE LOAD <br />UPLIFT SAFE LOAD <br />SOLID <br />SOLID <br />SOLID <br />SOLID <br />NO, <br />LENGTH <br />SPAN <br />TYPE <br />BAR <br />BOTTOM BAR <br />LATERAL SAFE LOAD <br />PLAIN <br />SOLID <br />PLAIN <br />#5(1)U(0)L <br />#5(1)UK0)L <br />#5(1)U(I)L <br />#5(1)U(1)L <br />#5(2)U(I)L <br />A BAR <br />B BAR <br />DETAIL DA <br />DETAIL DB <br />DETAIL DC <br />DETAIL DB 6 DC <br />DETAIL DF <br />DETAIL DA <br />DETAILDB <br />D-4 <br />4'-4' <br />1 3'-0' 1 <br />Precast <br />1 (2) #3 <br />1 (2) #2 1 <br />NONE <br />963 <br />1 1230 <br />1 1230 <br />1596 <br />1 1596 <br />785 <br />1386 <br />4' <br />M-23 <br />DETAIL 'B' <br />ENGINEERING SPECIFICATI❑NS, <br />1.) SAFE LOADS ARE TOTAL SUPERIMP❑SED 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 FOOT, <br />M-23 <br />DETAIL 'B' <br />GENERAL N❑TES, <br />1,) CODES <br />1.1 FLORIDA BUILDING CODE 2010 <br />1.2 BUILDING CODE REQUIREMENTS FOR REINF❑RCED CONCRETE (ACI 318-02). <br />1.3 AMERICAN S❑CIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER <br />STRUCTURES (ASCE 7-10). <br />2.) CONCRETE, <br />2.1 C❑NCRETE C❑MPRESSIVE STRENGTH AT 28 DAYS, <br />211 PRE —CAST W/STANDARD REINF❑RCEMENT-4000 PSI MIN. <br />2.1.2 PRE —CAST W/PRESTRESS REINF❑RCEMENT-6000 PSI MIN. <br />2.1.3. GROUT PER ASTM C476 — 3000 PSI W/ MAX, 3/8' AGGERATE, <br />2,2 REINF❑RCING BARS, <br />2,2,1 STEEL PLACED IN PRECAST LINTEL AT TIME OF <br />FABRICATI❑N ASTM A615 (GRADE 60) <br />2.22 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) <br />2.3 PRESTRESS STRANDS ASTM A416 7—WIRE, STRESS RELIEVED 270 <br />2,4 DETAIL REINF❑RCEMENT IN ACCORDANCE WITH ACI 315. <br />2,5 C❑NCRETING ❑PERATI❑NS SHALL COMPLY WITH ACI STANDARDS, <br />3,) MASONRY, <br />8' TO 11' SLUMP. <br />ASTM A615 (GRADE 40), <br />KSI <br />3,1 DESIGN AND C❑NSTRUCTI❑N SHALL CONFORM TO THE SPECIFICATI❑N OF THE NATI❑NAL <br />CONCRETE MASONRY ASS❑CIATI❑N AND ACI 530-02. <br />32 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 SECTI❑N 2101.3,1 OF FLORIDA BUILDING CODE 2007 (INCLUDING <br />2009 SUPPLEMENTS) <br />4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN THEY SHALL BE PR❑VIDED A <br />TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS <br />AFTER GROUT PLACEMENT, <br />M-23 <br />DETAIL 'B' <br />•' M-8 <br />DETAIL 'B' <br />I <br />4' <br />M-23 <br />DETAIL 'B' <br />LINTEL PLAN <br />2• RECESS <br />I hereby certify that I have reviewed this plan and found It to <br />be in compliance with ASCE 7-10 and the Florida Building Code 2010 edition <br />David W, Smith, P.E. #53608 <br />