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LINTEL MINIMUM DEPTHS ARE CALLED OUT CN LINTEL <br />PLAN. IF CONTRACTOR INSTALLS A DEEPER I-INTEL <br />THAN INDICATED ON THE PLAN, DOING THIS <br />INCREASES THE STRENGTH OF THE LINTEL A,ND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A <br />SMALLER LINTEL IS INSTALLED CONTACT FOR FOR <br />APPROVAL (SEE SHEET L1 FOR LINTEL SCHEDULE). <br />GENERAL INSTALLATION NOTES: <br />1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. <br />2. SHORE FILLED LINTELS AS REQUIRED <br />3. INSTALLATION OF LINTEL MUST COMPLY w/ THE ARCHITECTURAL AND STRUCTURAL <br />DRAWINGS <br />4. U-LINTELS ARE LOCATED MANUFACTURED w/ 512" " LONG NOTCHES AT THE END TO <br />ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. <br />5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" <br />AND LONGER w/ NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180 <br />6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL <br />CAVITY <br />7. 732"0 WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL <br />ANCHORAGE <br />8. CAST -IN -PLACE CONC, MAY BE PROVIDED IN COMPOSITE LINTELS IN LIEU OF CMU <br />9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 53C <br />10. FLORIDA APPROVAL NUMBER 158.1 <br />11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY <br />WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM <br />C-926 OR OTHER APPROVED COATING <br />12. LINTELS LOADED SIMULTANEOUSLY w/ VERTICAL (GRAVITY AND UPLIFT) AND <br />HORIZONTAL (LATERAL) LOADS SHOULD BE FOR COMBINE LOADING WITH THE <br />FOLLOWING EQUATIONS: <br />APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD 1.0 <br />SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD <br />GENERAL MATERIAL NOTES: <br />1. fc PRECAST LINTEL = 3500 P.S.I. <br />2. fc PRESTRESSED LINTEL = 6000 P.S.I. <br />3. GROUTED PER ASCM C476 fg = 3000 P.S.I. w/ MAX " 38" AGGREGATE AND 8" TO 11" <br />SUMP <br />4. CMU PER ASTM C90 w/ MIN NET AREA COMPRESSION STRENGTH = 2000 P.S.I <br />5. REBAR PER ASTM A615 GRADE 60 <br />6. 270 LOW RELAXATION 716' WIRE PER ASTM A510 <br />7, MORTAR PER ASTM C270 TYPE M OR S <br />GENERAL LINTEL NOTES: <br />1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE <br />BEAM, <br />2. 145 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY <br />OPENINGS. U.N.O. <br />3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EACH END BASED ON CAST CRETE, <br />LOTTS, AND QUALITY LINTEL SPECS. <br />4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR <br />INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES <br />THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF <br />A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. <br />5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR <br />THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY <br />AND THEREFORE IS ADEQUATE FOR THE LOADS. <br />6. G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD. DIMENSIONS SHOWN ARE CLEAR <br />SPAN ONLY <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE. QUALITY AND LOTTS. <br />TOP KNOCK <br />OUT/LINTEL BLOCK <br />COURSE w/145 TOP, <br />MIN <br />GROUT <br />#5 REBAR @ BOTTOM <br />OF LINTEL CAVITY, <br />- — WHEN APPLICABLE <br />— BOTTOM REINF. <br />PROVIDED IN <br />75i8' ACTUAL LINTEL (VARIES) <br />8" NOMINAL <br />TYPICAL LINTEL DETAIL <br />TYP. @ <br />I Y F'. <br />CORNERS <br />LINTEL DESIGNATION SCHEDULE <br />MARK I LINTEL DESIGN I MARK I LINTEL DESIGN <br />O <br />8RF6-0B/1T <br />O <br />O <br />8F8-OB/1T <br />O <br />F = FILLED w/ GROUT <br />U = UNFILLED CELL <br />R = RECESSED <br />QUANTITY OF #5 <br />O <br />8RF14-1B/1T <br />O <br />O° <br />8F16-1 B/1T <br />O <br />REBAR (BOTTOM) <br />8F16-1 B/1 T <br />8F20-1B/1T <br />O <br />O <br />O <br />8RF22-1 B/1 T <br />O <br />— QUANTITY OF #5 <br />REBAR (TOP) <br />O <br />8F24-1 B/1 T <br />O <br />NOMINAL HEIGHT <br />L NOMINAL WIDTH <br />O <br />8RF301B/1T <br />O <br />Oi <br />8F32 1 B/1 T <br />O <br />TYPE DESIGNATION <br />O <br />8F12-1B/1T <br />O <br />8RF14-0B/1 T <br />8F16-0B/1 T <br />8F20-OB/1 T <br />8RF22-OB/1 T <br />8F24-0B/1 T <br />8RF30 OB/1T <br />8F32 OB/1T <br />8F28 1 B/1 T <br />81`40 1 B/1 T <br />8F16 2B/2T <br />WALL TYPE <br />SYMBOL DESIGN DESCRIPTION <br />2x_ INTERIOR BEARING SHEARWALL - SEE <br />BEARING WALL SCHEDULE ON SHEET SN <br />FOR REQUIREMENTS. <br />INDICATES BEARING WALL SEE BEARING <br />WOOD BEARING SCHEDULE ON SN <br />I I I I <br />MASONRY WALL TOP @ 10'-0" <br />Ell <br />Xx <br />LINTEL PLAN <br />SCALE: 3/1611 = 1'-011 <br />zM <br />_ o <br />z00 <br />z�— <br />Q <br />C <br />w <br />� p <br />0 <br />'U o <br />N <br />0 w <br />Ln <br />U N N <br />L u ° r' <br />J CO <br />® cu N <br />F — <br />(U L E CDa) 00 <br />00 <br />U 0 <br />o� <br />�Yco �o <br />co <br />Q °a cw o <br />THIS DOCUMENT AND/OR THE DESIGN <br />CONCEPTS EXPRESSED HEREIN ARE THE <br />PROPERTY OF KEESEE ASSOCIATES AND <br />ALL RIGHTS OF OWNERSHIP, INCLUDING <br />COPYRIGHT OF INTELLECTUAL PROPERTY. <br />ARE RESERVED THE REPRODUCTIONS, <br />COPYING, OR USE OF THIS DOCUMENT <br />AND/OR THE DESIGN CONCEPT WITHOUT <br />THE WRITTEN CONSENT OF KEESEE <br />ASSOCIATES IS STRICTLY PROHIBITED AND <br />PROTECTED BY UNITED STATES AND <br />INTERNATIONAL LAW. <br />LLJ <br />r'r <br />�w <br />Q� <br />Z <br />a <br />uj <br />� <br />U <br />OZ <br />m <br />w <br />m� <br />¢Q <br />LO <br />E <br />M <br />z <br />U <br />N <br />O <br />a` <br />SHEET INFORMATION <br />DATE: 10 / 15 / 2021 <br />DRAWN BY: NJ <br />PROJECT NO: 21-6096 <br />REVIEWED BY: SL <br />jvj Plan Revisions Date: <br />1 1 DOOR AT BACK LANAI <br />8' <br />Sheet <br />LINTEL <br />PLAN <br />Sheet No. <br />L 1 <br />