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51MP50N MT5MI6 STRAP AT GMU WALL EXISTING MASONRY HALL A 5 and E, INC. 24-710 SR 54 LUTZ, FLORIDA 5555q GA '1662 4-PLY 1 5/4" X 11 1/5" MIGROLLAM LVL 2.OE BEAM WITH (2) ROWS OR IOD NAILS 6" O.G. IN LAYERS WITH (4) SIMPSON LSTA24 STRAPS AT EACH COLUMN. 2X8 NO2 5YP J015T 16" O.G. (TYPICAL) - I 4-PLY 1 5/4" X It i/8" MIGROLLAM LVL 2.OE BEAM WITH (2) ROW5 OR IOD NAILS 6" O.G. IN LAYERS WITH (4) SIMP50N L5TA24 STRAPS AT EACH COLUMN. SIMPSON A55 4-PLY 2X6 NO.2 SYP COLUMN WITH (2) ROWS OF 100 NAILS 6" O.G. IN LAYER WITH (2) SIMP50N HTT22 AT THE BASE - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING LINTEL GARAGE OPENING TO BE RETROFIT FILLED CELL FILLED IN (BY OTHERS) (SEE DETAIL) CONNECTION DETAIL 2 SCALE: 1/2" = I'-O" 53 THESE DRANIN65 ARE AN INSTRUMENT OF SERVICE BY A 5 and E, INC. USE OF THESE PLANS, REPRODUCTIONS OF THESE PLANS, BE IT WHOLE OR IN PART, FOR ANY PURPOSE, 15 PROHIBITED UNLE55 WRITTEN PERMISSION 15 GRANTED BY AN OFFICER OF A 5 and E, INC. DATE : 6/22/2020 REVISION: SCALE : A5 NOTED DRAWN BY: AS*E PROJECT NO.: 20-065 SHEET DESCRIPTION : AS SHOWN VELAMORA AE RA14AM SERVIN 5845 I-ITH STREET, ZEPHYRHILL5, FL 2X8 NO.2 5YP JOIST I6" O.G. (TYPICAL) 1 ROBERT W. WALL, P.E. Ltaonso No.: 46021 SIMPSON MTSMI6 STRAP AT GMU HALL EXISTING MASONRY WALL IT IS THE OPINION OF THE ENGINEER THAT T-E DESIGN CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS WA5 PERFORMED IN ACCORDANCE KITH 6TH EDITION (2019) FLORIDA BUILDING CODE - SECTION 16001. THE KIND DESIGN KAS GONDUGTED USING AWE T-10. THE ENGINEERS SEAL PERTAINS ONLY TO THE STRUCTURAL PORTION OF THIS SET OF DESIGN DRAWINGS AND 15 ONLY VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED. S3