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0MIN.) <br />_D(MIN.) <br />8 (MIN.) <br />GENERAL INSTALLATION NOTES <br />1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN <br />COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY <br />2. SHORE FILLED LINTELS AS REQUIRED. UNITS. <br />3. INSTALLATION OF LINTEL MUST COMPLY WITH THE 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN <br />ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. ANALYSIS PER ACI 318 AND ACI 530 <br />4. U-LINTELS ARE MANUFACTURED WITH 5 1/2" LONG 10- THE EXTERIOR SURFACE OF LINTELS INSTALLED IN <br />NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A <br />CELL REINFORCING AND GROUTING. 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 11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL <br />INFORMATION. (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS <br />SHOULD BE CHECKED FOR THE COMBINED LOADING <br />6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT WITH THE FOLLOWING EQUATION: <br />THE BOTTOM OF THE LINTEL CAVITY. <br />APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD <br />7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO 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-IB/IT 8F8-0B/IT 8RF6-OB/IT <br />G8FI2-IB/IT 0 (D <br />T IT <br />8RF14-IB/17 8RF14-OB/IT 8F16-OB/I 8FI6-IB/- <br />0 G 0 0 W20-011/17 8F20-IB/IT 8F-20-IB7-2T <br />Q (D <br />r <br />mop. m -0 <br />7y <br />'o 0 10 10 0,10 0 1* 0 0 o' 4 lj <br />8F44-IB/lT 8F40-OB/IT 8RF40-OB/IT SF32-1111/11T 8F32-OB/IT 8RF30-IB/IT 8F28-OB/lT 8F28-IB/IT 81`24-011AT 81724-IBAT <br />@ 0 (D 0 0 0 (D 0 (2) 0 <br />TYPE DESIGNATION <br />#5 REBAR AT TOP <br />MIN. (1) REO'D <br />F = FILLED WITH GROUT <br />U = UNFILLED <br />1-1/2" CLEAR <br />4 <br />R = RECESSED <br />_j <br />QUANTITY OF #5 REBAR AT <br />C. M. U. <br />T� <br />BOTTOM OF LINTEL CAVITY <br />'4, <br />8FI 6-1 B/IT <br />00 < <br />�' z <br />U-) � <br />0 — GROUT <br />z A <br />UA <br />L <br />I <br />to <br />QUANTITY OF #5 <br />L <br />— #5 REBAR AT BOTTOM <br />REBAR AT TOP <br />0". OF LINTEL CAVITY <br />NOMINAL HEIGHT <br />NOMINAL WIDTH <br />\_ BOTTOM REINFORCING <br />17-5/8"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 3/8 INCH AGGREGATE & 8 TO 11 INCH SLUMP <br />4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 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 />'f. <br />CD <br />-lu _:r_ <br />L <br />z <br />�dop <br />? <br />LINTEL PLAN - B <br />5CALE: 1/4" : I'-V <br />(D(MIN.) (D (MIN.) @(MIN.) <br />DAVIS BEWS <br />DESIGN GROVP <br />L50 STATE STREET EAST' <br />OLDRAAR, RjOMA 34677 <br />80. 925.1300 TEL <br />813. 925.1800 FAX <br />VAVW�DAVlSII3EWS,C0M <br />TANWA a nET%rv7-R- <br />EST. 19" <br />VORTEx ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />813.704.4842 <br />COA 28035 <br />,a PAUL D KIDWELL, P.E. #52683 <br />ANDREW J. MEISHEID, P.E. #83217 <br />1 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. LAYOUT TO <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 />C) <br />0 <br />Ae 0 <br />z> <br />cn C:) <br />4-f <br />(n M Ln <br />Ln <br />LL <br />F-� - m <br />Q� U rL 00 <br />z '<" " § E <br />z <br />w z <br />uj C:) <br />C:) <br />0 Z <br />uj <br />z <br />z a- <br />0: CL <br />w it <br />U0 0 <br />or- 0 <br />z Llj X <br />oul< <br />Z <br />z <br />0 0 UJ <br />�2 QE - <br />jL- tb 0 go <br />8 W 0 <br />C14 <br />Lu <br />LA <br />z z <br />0 <br />u <br />z <br />Z <br />0 (A <br />Lu <br />> <br />0 j z <br />u V) <br />0 _j <br />Lu < <br />F- �! <br />I z< <br />t-1 Lu <br />b x <br />U. <br />< x � <br />Lu Po � 2 =01 <br />Ln U- U <br />a Z U 2 <br />c:) uj W Lu < C <br />C'4 <br />00 0 <br />z 98R., �w` z <br />ui <br />Z <br />z <br />Ln j <br />oz <br />tA Lu <br />LLJ Lu R zxi <br />00 Lu Lu <br />N z z sly OR <br />V-4 _j <br />00 Z z LU <br />0 14 :5 :5 8 <br />rn cc, 0- 0. <br />SCALE AS NOTED <br />DATE 2/12/2019 <br />VERSION NO. <br />loo <br />SHEET NO. <br />802 <br />DAVIS BEWS <br />DESIGN GROVP <br />L50 STATE STREET EAST' <br />OLDRAAR, RjOMA 34677 <br />80. 925.1300 TEL <br />813. 925.1800 FAX <br />VAVW�DAVlSII3EWS,C0M <br />TANWA a nET%rv7-R- <br />EST. 19" <br />VORTEx ENGINEERING, LLC. <br />607 S. ALEXANDER ST., SUITE 103 <br />PLANT CITY, FLORIDA 33563 <br />813.704.4842 <br />COA 28035 <br />,a PAUL D KIDWELL, P.E. #52683 <br />ANDREW J. MEISHEID, P.E. #83217 <br />1 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. LAYOUT TO <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 />C) <br />0 <br />Ae 0 <br />z> <br />cn C:) <br />4-f <br />(n M Ln <br />Ln <br />LL <br />F-� - m <br />Q� U rL 00 <br />z '<" " § E <br />z <br />w z <br />uj C:) <br />C:) <br />0 Z <br />uj <br />z <br />z a- <br />0: CL <br />w it <br />U0 0 <br />or- 0 <br />z Llj X <br />oul< <br />Z <br />z <br />0 0 UJ <br />�2 QE - <br />jL- tb 0 go <br />8 W 0 <br />C14 <br />Lu <br />LA <br />z z <br />0 <br />u <br />z <br />Z <br />0 (A <br />Lu <br />> <br />0 j z <br />u V) <br />0 _j <br />Lu < <br />F- �! <br />I z< <br />t-1 Lu <br />b x <br />U. <br />< x � <br />Lu Po � 2 =01 <br />Ln U- U <br />a Z U 2 <br />c:) uj W Lu < C <br />C'4 <br />00 0 <br />z 98R., �w` z <br />ui <br />Z <br />z <br />Ln j <br />oz <br />tA Lu <br />LLJ Lu R zxi <br />00 Lu Lu <br />N z z sly OR <br />V-4 _j <br />00 Z z LU <br />0 14 :5 :5 8 <br />rn cc, 0- 0. <br />SCALE AS NOTED <br />DATE 2/12/2019 <br />VERSION NO. <br />loo <br />SHEET NO. <br />802 <br />