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DocuSign Envelope ID: 9B428CE4-E6EB-4E3F-80CB-590519F9314F <br />GENERAL MASONRY NOTES DC1 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />U <br />0 <br />CV <br />O <br />E <br />O <br />U <br />v <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />• 81.1 LINTELS MAY BE FILLED OR UNFILLED. <br />N <br />o <br />• 8F LINTELS SHALL BE FILLED. <br />N <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 0. <br />N <br />00 <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />.4 <br />0 <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 />CCi <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />J <br />ILL <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 />5; <br />30" LAP REQUIRED, TYP AS SHOWN <br />z <br />O <br />Q (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />Y <br />30" LAP REQUIRED, TYP AS SHOWN <br />U <br />F] OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />Q <br />[1 NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />0 <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />T_ <br />LU <br />F_ <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <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 />C. <br />OPENINGS. <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />W <br />W <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />Q <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />Z) <br />ON DETAIL SHEET. <br />U, <br />L7 <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 />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. HIGH UPLIFT CONNECTION: <br />W <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />0 <br />O <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />O <br />LEVEL <br />� <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C_ <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />v7 <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />ti <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />z <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 W <br />0 <br />W <br />-- - z <br />m <br />W <br />W <br />W <br />0 <br />0 <br />J <br />LL <br />z <br />O <br />H <br />O <br />D- <br />Of <br />U <br />Q <br />O <br />J <br />ILL <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 COMMENTS x <br />W <br />L-1 16'-0" 8F-1-32 PRESTRESSED GARAGE Q <br />DOOR <br />— - - _- - x <br />L-2 T-0" 8U8 Q <br />- L-3 2'-0" - _ - 8U8 <br />L-4 6'-0" 8F-16 m <br />L-5 8'-0" 8F-16 8080 SGD/ REAR PORCH p <br />L-6 9'-0" 8F-16 _ REAR PORCH LU <br />L-7 1 V-8" 8F-16 _ REAR PORCH <br />0 <br />L-8 4'-8" 8F-12 FRONT PORCH (ELEV A) O <br />L-9 4'-8" 8F-16 FRONT PORCH (ELEV B,E,F) W <br />Z <br />G7 <br />O <br />I-= <br />U <br />U_ <br />d <br />07 <br />O <br />O <br />_! <br />O <br />z <br />U <br />W <br />F- <br />x <br />LLI <br />a <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />c <br />,:3 <br />N <br />c <br />ui <br />O <br />N <br />C <br />a, <br />D#HOMN' <br />r 4- <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />�on any electronic copy <br />Abbott Park <br />LOT 023-02 <br />PROJECT NO: <br />2021.009233 <br />DRAWN: <br />JAR <br />CHKD <br />MJP <br />,,0111 11ii111"��� <br />JS�(1N LgN7� �,�i <br />No 85166 <br />* �• DocuSigned by: •� <br />T n <br />'. • FZ71DAEDEF/i� <br />O` <br />S,0 N A� EC% %% �1 <br />07-28-2021 <br />REVISIONS: <br />Na. 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