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ti <br />OoCOSign envelope ID: A095C3AF-AO7D-4010-aaa9-CO747el2COs5 <br />GENERAL MASONRY NOTES DC1 <br />ti <br />N <br />T-0" 6-8" 6'-8" 6'-8" Jl 6'-8" ,, 6'4" ,, 5'4" 4'-8" ,, 6'-8" f 6-8" ,, T-0" <br />1� 8'-0" �, 4'-5" 3'-5" �, 6'-8" �, 6'-8" �, 6'-8" 5'-0" �, 6'-8" 6'-8" �, 6'-8" T-0" <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />811 LINTELS MAY BE FILLED OR UNFILLED <br />• <br />N <br />O <br />• 8F LINTELS SHALL BE FILLED. <br />o <br />04 <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8" O.C., U.N.O. <br />� <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />mot' <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />N <br />MASONRY LEGEND <br />M <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />J <br />--- — ---- - - <br />LL <br />N INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />LLI <br />J <br />J <br />■ NO.5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />5; <br />30" LAP REQUIRED, TYP AS SHOWN <br />Z <br />E <br />O <br />(2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM (A <br />30" LAP REQUIRED, TYP AS SHOWN U <br />OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />U NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />00 <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />FRAMING KEY NOTES (CMU) DC1 <br />LU_ <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />U <br />o <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />> <br />rn <br />0 <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />OPENINGS. <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />w <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET. <br />G7 <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: <br />} <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS <br />U <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 />0 <br />w <br />4. HIGH UPLIFT CONNECTION: <br />w <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />0 <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />p <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />u7 <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />►- <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. FASTEN EACH BEAM TO MASONRY W/ META12 (W <br />w <br />-- Z <br />00 <br />w <br />0 <br />Z <br />w <br />0 <br />w <br />0 <br />U_ <br />Z <br />O <br />O <br />O <br />U <br />Q <br />O <br />J <br />IL <br />Q <br />0 <br />O <br />J <br />O <br />LINTEL SCHEDULE w <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS ~ <br />- - -- x <br />L-1 1 16'-0" <br />L-2 <br />T-0" <br />L-3 <br />2'-0" <br />L-4 <br />L-5 <br />6'-0" <br />8'-01, - <br />--9'-01, <br />L-6 <br />L-7 <br />11 '-8" <br />L-8 <br />1 -q - <br />4'-8" <br />a. -A'. <br />w <br />_ <br />8F-1-32 <br />PRESTRESSED GARAGE <br />Q <br />DOOR I <br />- -- - <br />-- - 1 <br />x <br />-8U8 <br />---8U8 -- <br />-- <br />-� <br />— <br />8F-16 <br />� <br />00 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />p <br />8F-16 <br />REAR PORCH <br />w <br />Z <br />8F-16 <br />REAR PORCH <br />0 <br />8F-12 <br />FRONT PORCH (ELEV A) <br />_ <br />O <br />8F-16 <br />FRONT PORCH (ELEV B,Efl), <br />w <br />O <br />H <br />UL <br />Q <br />0) <br />0 <br />O <br />J <br />O <br />Z <br />2 <br />U <br />w <br />H <br />x <br />w <br />IZ <br />APEX <br />t S <br />s� <br />s <br />true design studios j <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />N <br />m <br />Q <br />w <br />Q <br />0 <br />J W <br />2 <br />W LU <br />x <br />LL <br />z <br />Q <br />O <br />0 <br />w <br />Z <br />a <br />LL <br />w <br />ABBOTT PARK Q <br />U <br />LOT 016-03 0 <br />w <br />- I- <br />Z <br />CD <br />U) <br />PROJECT NO <br />w <br />0 <br />2021.006618 <br />U_ <br />O <br />DRAWN: <br />KME <br />0 <br />o <br />-- - -- -- <br />CHKD: <br />LO <br />MJP <br />U) <br />w <br />J <br />U <br />�►►►►►► a rrr����, <br />U)�`,,,� <br />J5\, E N <br />Z <br />No 85166 •�'; <br />Q <br />• * �_ <br />* • Do uSipn•d by:411 <br />� ri Ef4.j. <br />� <br />R <br />(n <br />O I• ` <br />ONM- <br />Z <br />05-18-2021 <br />w <br />REVISIONS: <br />- — <br />No. Description Date <br />I - <br />w <br />J <br />U <br />H <br />- <br />O <br />F—F <br />Z <br />O <br />0 <br />ST=3 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />