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GENERAL INSTALLATION NOTES 1. PROVIDE FULL MORTAR BED AND HEAD JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY 2. SHORE FILLED LINTELS AS REQUIRED. UNITS, 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ARCHITECTURAL AND/OR STRUCTURAL DOCUMENTS. ANALYSIS PER ACI 318 AND ACI 530 4. U-LINTELS ARE MANUFACTURED WITH 5 1 /2" LONG 10. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN NOTCHES AT THE ENDS TO ACCOMMODATE VERTICAL EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A CELL REINFORCING AND GROUTING. COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-296 OR OTHER APPROVED COATING. 5. REFERENCE THE CAST-CRETE LOAD DEFLECTION GRAPH BROCHURE FOR LINTEL DEFLECTION 11. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL INFORMATION. (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT WITH THE FOLLOWING EQUATION: THE BOTTOM OF THE LINTEL CAVITY. APPLIED VERTICAL LOAD APPLIED HORIZONTAL LOAD + 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 12. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED CONCRETE MASONRY ABOVE THE LINTEL. SEE DETAIL AT RIGHT:oil GENERAL CONCRETE LINTEL SCHEDULE • • • •• 8F8-1B/1T 8F8-OB/1T 8RF6-OB/1T • • O SF12-1B/1T O O • • • • 8RF14-1B/1T 8RF14-OB/IT 8F16-OB/1T 8F16-1B/1T • • • • • • O O O O 8F20-OB/1T BF20-1B/1T 8F20-1B/8T O O O 8F44-1B/1T BF40-OB/1T 8RF40-OB/1T 8F32-1B/1T BF32-OB/1T 8RF30-1B/1T 8F28-0B/1T 8F28-1B/1T BF24-OB/IT BF (MIN.) II II I- ' U., I II Li II II I I (MIN.) �------� I G(MIN.) I ------I I I I II I I II I I II (MIN.) I I II � — I I O(MIN.)T, ;f II IIlu II IL — II I C —J L—� L---- E (MIN.) OELI (MINJ O(MIN.) O — — — — — — — — — — — — — — — _ — — — — — — — — — -� - — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — �Ir — — — — — — — — — — — — — — — — — — — I �� II II j� II I I 11 � I II II II I II II II II I II I L� I IF-J ] C-1 F—J —I� I I OIMIN.) (MIN.) I� �I II II I I I II OIMIN) J I I I I II f �i II II I I II I I II 11 I I --� I �------- IL-------J I c=1=-------------- I I ------- I II I I I II II II II JI II II 11 I I I I I (MIN.) II II II 11 II II it 11 II II II 11 (MIN.) I I I I I I II II II 11 II II II 11 II II II 11 �I II II 11 � L: I I I I 1 1 II II II II 11 II II II II 11 II II II II 11 (MIN.) (MIN.) (MIN.) LINTEL PLAN - A SCALE: 1/4" - I'-0" Li 2 i DAVIS BEWS DESIGN GROVP 150 STATE S7RFET EAST OLD6MAR, A.ARIDA 39677 813.925.1,300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS�COM TAMPA • DElVVER. � EST. 199� �-^� VORTEX ENGINEERING, I.I.C. 607 S. ALEXANDER ST., SUITE 103 PLANT CITY, FLORIDA 33563 813.704.4842 COA 28035 PAUL D. KIDWELL, P.E. #52683 ANDREW J. MEISHEID, P.E. #83217 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGN, AND FIND IT TO BE IN COMPLIANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL6TH EDITION (2017). THE ENGINEER HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUF. LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. SEALED FOR STRUCTURE ONLY 0 O Z (V O aJ � M Q � -v � Q � LL � z� �� wo w oZ �o Za Z w Q � � vZOp ZWww ►►►�yyy � z z a��o o� Zo a �w Z � a� O � z �oo z � W vvY J � m J a�a O C ] J /� U� Q Q Q I..1 J � O a Z W �' N 17 �a�o Z N � Z o�o� Z N I� Zo J � N J �a�a �Qgo w w Z Zg z z �O� 00 Z Z w � m a a a SCALE : AS NOTED DATE : 7/17/2018 VERSION N0. SHEET N0.