Laserfiche WebLink
M-8 T <br />DETAIL 'B' 00 <br />I <br />L <br />M-7 M-11 <br />M-7 M-11 <br />M-11 M��{{-3357 <br />MHH-3357 M-11 <br />M-11 M-7 <br />M-11 M-7 <br />EGRESS 6' SLIDING GLASS DR <br />6' SLIDING GLASS DR E(;RESS <br />EGRESS 6' SLIDING GLASS DR <br />6' SLIDING GLASS DR �5 3 5 <br />�5 3` S 6' SLIDING GLASS DR <br />6' SLIDING GLASS DR �S%3AS <br />DETAIL 'B' DETAIL 'B' <br />DETAIL 'B' DETAIL 'B' <br />DETAIL 'B' DETAIL B <br />DETAIL B DETAIL 'B' <br />DETAIL 'B' DETAIL B <br />DETAIL B 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 />M-17 <br />3068 SH35 <br />DETAIL 'DB' DETAIL 'B' <br />M-17 <br />SH35 3068 <br />DETAIL 'B' DETAIL 'DB' <br />M-17 <br />3068 SH35 <br />DETAIL 'DB' DETAIL 'B' <br />M-17 <br />SH35 3068 <br />DETAIL 'B' DETAIL 'DB' <br />M-17 <br />3068 SH35 <br />DETAIL 'DB' DETAIL 'B' <br />M-17 <br />10' GARAGE DOOR <br />10' GARAGE DOOR <br />10' GARAGE DOOR <br />10' GARAGE DOOR <br />10' GARAGE DOOR <br />10' GARAGE DOOR F_ <br />DETAIL 'B' <br />DETAIL 'B' <br />DETAIL 'B' <br />DETAIL 'B' <br />DETAIL 'B' <br />DETAIL 'B' <br />J <br />14' <br />M-23 <br />DETAIL 'B' <br />14' 14' <br />M-23 <br />DETAIL 'B' <br />TABLE No. 2 <br />REINF❑RCING SCHEDULE & LOAD CAPACITIES <br />SAFE W❑RKING 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 />S❑LID <br />#5(1)U(0)L <br />SOLID <br />#5(1)U(1)L <br />SOLID <br />#5(1)U(0)L <br />#5(1)U(1)L <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 />ll'-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-23 <br />15'-4' <br />14'-0' <br />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 W❑RKING <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 <br />SAFE LOAD <br />PLAIN <br />#5(1)U(o)L <br />PLAIN <br />S❑LID <br />#5(1)U(0)L <br />#5(1)U(1)L <br />#5(1)U(1)L <br />#5(2)U(1)L <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 />963 <br />1230 <br />1230 <br />1596 <br />1596 <br />1 785 <br />1386 <br />M-23 <br />DETAIL 'B' <br />14' <br />14'— <br />M-23 <br />DETAIL 'B' <br />M-23 <br />DETAIL 'B' <br />ENGINEERING SPECIFICATI❑NS: <br />L) 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 />GENERAL NOTES: <br />1J CODES <br />Ll FLORIDA BUILDING CODE 2010 <br />12 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 CONCRETE C❑MPRESSIVE STRENGTH AT 28 DAYS: <br />211 PRE -CAST W/STANDARD REINF❑RCEMENT-4000 PSI MIN, <br />212 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 />22 REINF❑RCING BARS: <br />2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF <br />FABRICATI❑N ASTM A615 (GRADE 60) <br />2.2.2 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 />3,2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. <br />33 MORTAR SHALL BE TYPE S. <br />4J 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 5TH EDITI❑N (2014) <br />42 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 />14' <br />M-23 <br />DETAIL 'B' <br />•' M-8 <br />DETAIL 'B' <br />I <br />7 <br />LINrjr'EL 10-LAN <br />DRIFTWOOD OF Z E P HYR H I LLS RICK GOLLHARDT - DRAFTSMAN <br />Z E P HYR H I LLS, FL 33542 rgollharrdt@taa pabay rr com <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, RE, #53608 <br />D.W. SMITH,M. S.,P.E. #53608 <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 <br />PHONE,352-521-0865 FAX 352-521-0867 E-MAID drsflpe@earthlInk.net <br />RYMAN CONSTRUCTION OF FLORIDA, INC <br />LI <br />36413 <br />FL 33541 <br />LINTEL PLAN SHEET OF <br />4OF9 <br />SCALE DATE JOB NO, <br />D.N.S. 20 JUL 2017 <br />DESIGN/DRAWN CHECKED 2016-105 <br />R. GOLLHARDT D.W.S. <br />