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)ocuSign Envelope ID: 2ECF248B-37EA-4A3E-BDC4-2ADA9C50FE90 <br />GENERAL MASONRY NOTES DC1 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />0 <br />A <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. <br />N <br />O <br />• 8F LINTELS SHALL BE FILLED. <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />u? <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. <br />N <br />O <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />_i <br />O <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />rn <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />N <br />_ <br />MASONRY LEGEND <br />M <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />— <br />—j <br />w <br />N INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />w <br />J <br />J <br />■ NO.5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />Z <br />O <br />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />Y <br />30" LAP REQUIRED, TYP AS SHOWN <br />U <br />❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />Q <br />L] NO, 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />O <br />F-- <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Uo <br />Z) <br />-- <br />ST- <br />(SEE SHEET 1 & 5 FOR TYPICAL NOTES) <br />> <br />rn <br />0 <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />OPENINGS. <br />J <br />00 <br />2. <br />SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />w <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />w <br />Q <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />0 <br />ON DETAIL SHEET. <br />d <br />U) <br />3. <br />ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: <br />} <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS <br />BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />Z <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH <br />w <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />W <br />4. <br />HIGH UPLIFT CONNECTION: <br />w <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />O <br />O <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />O <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />LO <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />r- <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />b <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />Z <br />5. <br />FASTEN EACH BEAM TO MASONRY W/ META12 <br />U) <br />w <br />- - --- - - <br />Z <br />U) <br />m <br />Ir <br />w <br />w <br />w <br />Q <br />0 <br />LL <br />0 <br />I- <br />Q <br />O <br />a - <br />(if <br />U <br />Q <br />O <br />J <br />LL <br />Q <br />U <br />Z <br />C� <br />O <br />J <br />O <br />Z <br />LINTEL SCHEDULE <br />w <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION T COMMENTS X <br />w <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />CL <br />Q <br />DOOR <br />X <br />L-2 <br />3'-0" <br />8U8 <br />Q <br />_ <br />L-3 <br />2'-0" <br />8U8 <br />- <br />- <br />- <br />— - <br />L-4 <br />6'-0" <br />8F-16 <br />m <br />L-5 <br />8'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <br />p <br />L-6 <br />9'-0" <br />8F-16 <br />REAR PORCH <br />w <br />- <br />-- - <br />Z <br />L-7 <br />11'-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />8F-12 <br />FRONT PORCH (ELEV A) <br />00 <br />L-9 <br />4'-8" <br />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />w <br />Z <br />O <br />f= <br />LIL <br />0 <br />.J <br />O <br />Z <br />U <br />w <br />I— <br />X <br />w <br />a <br />CMU/METAL <br />CONNECTOR ENGINEERING <br />APEX <br />tds <br />n <br />true design studios >N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />t:m <br />_ <br />aco <br />LL w <br />� <br />J Z W <br />LLJ O w <br />Q ~ � <br />O <br />> � <br />m w <br />Q <br />o <br />J w <br />w <br />G1 w <br />d' <br />x <br />X <br />LL <br />a <br />0 <br />0 <br />w <br />F_ <br />z <br />Ix <br />a. <br />LL <br />Abbott Park <br />w <br />J <br />U <br />— <br />to <br />LOT 014-01 <br />0 <br />w <br />Z <br />0 <br />PROJECT NO: <br />w <br />0 <br />2021.003459 <br />Ll_ <br />-- - - — <br />O <br />DRAWN' <br />LDG <br />�.10 <br />O <br />_ <br />CHKD', <br />MJP <br />w <br />J <br />U <br />,�rrrn � <br />N% ,J5j IN LA/V/, �i,. <br />cn <br />U) <br />• <br />�. CEIV R 0 <br />Z <br />D8 cuig � o taed�y: <br />5 6, <br />SuTATE OF :•�� <br />3F46j, <br />;Vk�$EF619 <br />�'�, Fsi • • . 0 R 1 ,% <br />Z <br />���i�nttrrrr <br />03-22-2021 <br />p <br />w <br />REVISIONS: <br />No. Description Date <br />~ <br />w <br />-- <br />- <br />- <br />J <br />a <br />O <br />Z <br />-- <br />O <br />0 <br />ST=3 <br />