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)ocuSign Envelope ID: B67BDD2C-EF84-4A8D-9270-E2E89C8E5E1C <br />9 <br />ti <br />i0 <br />T-8" <br />5'-8" <br />:LIMY <br />64" JI T-B" ,0 T-2" <br />n. <br />T-8" S-8" <br />M;i <br />I * L-2 <br />T-0" 4'-10" J T-8" J 4'-2" __,6'-8" 6'-8" 6'-8" T-0."_ <br />s t MY"FEAL STRUC IURA L PIA N <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />T-O" <br />I <br />. ..... ........... _­ - I . 11 ....... ..... .. .. ........ . ..... <br />GENERAL MASONRY NOTES DC1 <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />RH LINTELS S MAY BE FILLED OR UNFILLED <br />0 <br />ri <br />rn <br />0 ET <br />• 8F LINTELS SHALL BE FILLED. 0 0 <br />C14 <br />LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. LO 0 <br />C <br />DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. APEX <br />CN <br />00 (D <br />SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />0 MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE aa <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS CU <br />DOWEL LEGEND 1 04 <br />(y) <br />C14 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -j <br />..................... -1. ­­ . . ............. ... ­ - ......... .. . ........... __­ . . .......... ....... ­­ I I . I .. ...... ...... ­...' .1 ................. ............. . . ........... .......... LL_ <br />0 NO. 5 BAR wl VERTICAL BAR IN FILLED CELL W/ MINIMUM Ld <br />25" LAP REQUIRED, TYP AS SHOWN tds .6 <br />NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM true design studios (1) <br />36" LAP REQUIRED, TYP AS SHOWN 3: <br />z <br />Ov (2) NO, 5 BAR wl VERTICAL BAR IN FILLED CELL W/ MINIMUM 0 <br />25" LAP REQUIRED, TYP AS SHOWN <br />9000 REGENCY SQUARE BLVD. <br />0 <br />OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED < SUITE 100, JACKSONVILLE, FL 32211 <br />0CA <br />NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, C:) <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN C:) <br />CA <br />LLJ cy. <br />_.rRA_M1N_b"AE_Y NOTES (It9ff-D—C�_ <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES)> <br />04HOH090N,N <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN 4-! <br />> <br />OPENINGS j <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LLJ <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP Cif <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE < <br />ON DETAIL SHEET. <br />0 <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: 0 <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS <br />BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 0 <br />z <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH LILI <br />FLOOR DECK TO SW DBL TOP PLATE W/ 1 Od @ 3" O.C. 0 <br />LLJ <br />4. HIGH UPLIFT CONNECTION: w <br />*FASTEN EVERY STUD TO TOP PLTw/ SP2 OR SDWC15600@ MAX 16" O.C. C) <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST C) <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />U') z <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 r— <br />OR (2) SDWC15450 @ MAX 16" O.C. b O <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. z W <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 U) <br />... ............ ...... . . ................ . .... . . ........ ..... . ... ............ .... ........ .... ... ........ ... ............... ... ... ..... ........ <br />z Um <br />C/) Z LIJ <br />0 <br />w _ �„_ <br />w!> <br />z < 0 <br />W > 0 <br />< w L.Lj wj 2 <br />Vw <br />0 LU <br />j x <br />U_ T_ <br />LL <br />z <br />o z <br />0 <br />0 <br />w <br />0 F_ <br />z <br />0 CL <br />0 ILL <br />LU <br />Abbott Park _j <br />0 <br />_j <br />U_ LOT 45-03 <br />< . ...... w <br />b < <br />z z <br />0 <br />U) <br />(D <br />. ........ 0 NO.rmVir"I U: LU <br />0 <br />LINTEL SCHEDULE 0 1 2020.004108 <br />.. . . . ......... . . ...... . .. . ...... . ___ . ......... . . ........ . ......... . .................... <br />LINTEL z DRAWN. 0 <br />LINTEL NOPENING MAXAX CLEAR OPEN DESCRIPTION COMMENTS KLH <br />I_1 <br />w' ____ '**,----- _'__ U') <br />GHKD: <br />L 1 16-0" 8F-1-32 GARAGE DOOR X EAF rn <br />_L-2 S-O" 8U8 w w <br />L-3 6'-0" 8F-16 _j <br />L4 8'-0" 8F-16 SGID C) <br />toL-5 8'-8" 8F-16 REAR PORCH #14F <br />U) <br />L-6 T-O" 817-16 REAR PORCH <br />> <br />L-7 8F-16 REAR PORCH E N <br />•z <br />L-8 1'-4" 8F-16 FRONT PORCH <br />w s ddffldnea bye <br />L-9.1 4'.4" 87-16 FRONT <br />......... <br />0 :( • rz <br />S% <br />TAffi` OF <br />AW4 <br />w <br />< 40, 4437... z <br />z /01 <br />ONAk- ON <br />0 06-05-2020 <br />F_ w <br />P: (0 <br />0 REVISIONS: w <br />LL <br />< No. 1 �PRC 07/08/20 cription -- ----- - --- w <br />20 <br />0 1 0 <br />0z Z <br />r 0 <br />w <br />x <br />w ST=3 <br />CMU/METAL CONNECTOR ENGINEERING <br />