Laserfiche WebLink
1__ I I -A L I 11 u „ " T.-I Lm II I <br />3 <br />0 (MIN.) <br />0(MIN.) <br />GENERAL INSTALLATION NOTES <br />1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. <br />8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN <br />COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY <br />2. SHORE FILLED LINTELS AS REQUIRED. <br />UNITS. <br />3. INSTALLATION OF LINTEL MUST COMPLY WITH THE <br />9. SAFE LOAD RATING BASED ON RATIONAL DESIGN <br />ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. <br />ANALYSIS PER ACI 318 AND ACI 530 <br />4. U-LINTELS ARE MANUFACTURED WITH 5 1/2" LONG <br />10. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN <br />NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL <br />EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A <br />CELL REINFORCING AND GROUTING. <br />COATING OF STUCCO APPLIED IN ACCORDANCE WITH <br />ASTM C-296 OR OTHER APPROVED COATING. <br />5. REFERENCE THE CAST-CRETE LOAD DEFLECTION <br />GRAPH BROCHURE FOR LINTEL DEFLECTION <br />11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL <br />INFORMATION. <br />(GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS <br />SHOULD BE CHECKED FOR THE COMBINED LOADING <br />5. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT <br />WITH THE FOLLOWING EQUATION: <br />THE BOTTOM OF THE LINTEL CAVITY. <br />APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD <br />+ <br />7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO <br />SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD <br />THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. <br />12. ADDITIONAL LATERAL LOAD CAPACITY CAN BE <br />OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL <br />REINFORCED CONCRETE MASONRY ABOVE THE LINTEL. <br />SEE DETAIL AT RIGHT: <br />GENERAL CONCRETE LINTEL SCHEDULE <br />BF8-1B/1T 8F8-OB/1T 8RF6-OB/1T <br />O8F12-1B/1T O 0 • • <br />• •-M p. .4 <br />•. <br />� 8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-1B/11 <br />o <br />OBF20-OB/1T <br />8F20-1B/1T 8F20-1B/2T O O O <br />0 0 O <br />• • • • • • • • • • <br />• • • • • • • • • • <br />8F44-1BAT 8F40-OB/lT 8RF40-OB/1T 8F32-1BAT BF32-OB/1T 8RF30-1B/1T 8F28-OB/lT 8F28-1B/1T 8F24-OB/1T 8F24-1B/1T <br />0 0 0 0 0 <br />0 0 0 0 (D <br />TYPE DESIGNATION <br />a #5 REBAR AT TOP <br />a MIN. (1) REQ'D <br />F = FILLED WITH GROUT <br />o <br />U = UNFILLED <br />a 1-1/2" CLEAR <br />R = RECESSED <br />Q = <br />QUANTITY OF #5 REBAR AT <br />� � a <br />¢ a <br />BOTTOM OF LINTEL CAVITY <br />a ° <br />8 F 1 5 1 B/ 1 T <br />J <br />\ Z <br />0 GROUT <br />L11) <br />L QUANTITY OF #5 <br />CO <br />#5 REBAR AT BOTTOM <br />REBAR AT TOP <br />• • OF LINTEL CAVITY <br />NOMINAL HEIGHT <br />BOTTOM REINFORCING <br />NOMINAL WIDTH <br />7-5/8"ACTUA PROVIDED IN LINTEL <br />(VARIES) <br />8" NOMINAL WIDTH <br />MATERIALS <br />1. F'C 8" PRECAST LINTEL = 4000 PSI <br />2. F'C PRESTRESSED LINTEL = 6000 PSI <br />3. GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM <br />3/8 INCH AGGREGATE & 8 TO 11 INCH SLUMP <br />4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 <br />W/MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 <br />PSI <br />5. REBAR PER ASTM A615 GRADE 60 <br />6. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION <br />,7. MORTAR PER ASTM C270 TYPE M OR S <br />e\``®rra00000`��� <br />A •� V' O° i � IP <br />cv, y <br />;y 2 •�r a <br />lop p•••a <br />r e• <br />e000'rr <br />LINTEL P <br />r <br />DAVIS BEWS <br />DESIGN GROVP <br />M STATE STREET EAST <br />OU MAR, HXXUDA 3MW <br />813.92.5.1300 TO- <br />813.925.1800 FAX <br />W W W.DAVME%V&CAM <br />TAMPA • E3EIVVER <br />EST. 1994 <br />VORTEX ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />813.704.4842 <br />COA 28035 <br />PAUL D. KIDWELL, P.E. #52683 <br />ANDREW.J. MEISHEID, P.E. #83217 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE <br />ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE FLORIDA BUILDING CODE, <br />RESIDENTIAL 6TH EDITION (2017). <br />THE ENGINEER HAS NOT REVIEWED THE <br />PRE-ENGINEERED TRUSS MANUF. LAYOUTTO <br />DETERMINE ANY LOAD BEARING CONDITIONS AND <br />RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER <br />TRUSS LOAD INFORMATION IS SUPPLIED TO THE <br />ENGINEER. <br />SEALED FOR STRUCTURE ONLY <br />I' <br />O <br />Z O <br />ON <br />> ul IIn <br />n <br />(n f0 LP) <br />Ln "2 <br />Q) .O Ltd <br />U- (M <br />z < E <br />U Q00 <br />Z � � <br />w Wo <br />J ko <br />z 0�J <br />J <br />w Q <br />tear) <br />j� w r) <br />O 2: ine <br />w a LL <br />L O <br />U Q E <br />WLO0 <br />ZaZS <br />fnLua <br />z <0 <br />0 <br />F--�a w S <br />N <br />Vcy <br />n°z� <br />00 <br />QLu� <br />kDD <br />Z <br />Z <br />m <br />00 <br />_! <br />Z <br />Z <br />ado <br />O m <br />_Eff• • •- <br />SCALE : AS NOTED <br />DATE : 10/4/2018 <br />VERSION NO. <br />iso <br />5CALE: 1/4" = 1'-O' <br />